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HomeMy WebLinkAbout042-010-106JJ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 4680 WELDING WAY APN: 042-010-106 Owner: VICKERY FAMILY TRUST Permit No: B08-1482 Issued Date: 08/06/2008 By KCG Permit type: MISCELLANEOUS 4680 WELDING WAY Subtype: Phtovtaic Sys Grnd Description: GROUND -MOUNT SOLAR: MSTR# CHICO, CA 95973 (530) 891-3449 Expiration Date: 08/06/2009 Occupancy: Zoning: Contractor Applicant: Square Footage: NORTH VALLEY SYSTEMS DBA SUN V NORTH VALLEY SYSTEMS E Building Garage Remdl/Addn 8 SEVILLE COURT 8 SEVILLE COURT CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530)895-0550 (530)895-0550 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B8136 LICENSED CO RACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License NORTH VALLEY SYSTES D , 914019 / / 04/30/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects I HEREBY AFFIRM UND LTY O PERJURY that I am licensed under provisions of Chapter 9 (commencing with S 000) f Divi ' n 3 of the Business and Professions Code, and my license is in full for. X 08/06/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: /Contractor's Signa ure' Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements RFC S' COMPENSATION DECLARATION �IHIERE AFF UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORK'COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or pert ance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the AMERICAN CONTRf 100043322 Carrier: Policy Number: Exp. Date: (This section need not be compl a if the permit is for one is dollars ($100) or less.) Contractors License Law.). ❑ IAM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE P FO NCE OF THE WORK FOR WHICH THIS PERMIT IS X 08/06/208 ISSUED, I shall note y ny pe son in any manner so as to become subject to the Workers' Compensation L sof C fomia, nd agree that if I should become subject to the workers' compensatio , rovisions ecti 3700 of the Labor Code, I shall forthwith comply with those provision . Owner's Signature Date X 08/06/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter t bove mentioned property for inspection purposes. I hereby certify that I am the propert wn authorized to act on the property owners behalf. 08/06/2008 '"fillture Date -' 'WARNING: FAILUel�10S RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SH41LL SUBJLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HU BRED THLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, D AGES OVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ORNEY'S FEES. CONSTRUCTION LENDING AGENCY ame ittee [SIGN] Print Date I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR: Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY p�VTrF0 DEPARTMENT OF DEVELOPMENT SERVICES C ° BUILDING PERMIT APPLICATION" ° _ ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o == rp`. __� o A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds UN y PLEASE PRINT CLEARLY PERMIT NO. NUJ �T # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Name First Nam_ © S Mailing Address L ,it, O State C Zip a Phone Fax E-mail APPLICANT INFORMATION ONTRACTOR Name a Address `,� C City lL Zip q5 StateCA Zip q9 Phone S"� ^5 b Fax _ l� U C) E-mail Lic. # 1 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Addres U \ e Address City \vc o City Zip q5 State Zip Phone I I Fax E mail State License Number APPLICANT INFORMATION Name - 1M�� Addres U \ e C City \vc o State c Zip q5 Phone�3 U F 3D E-mail I I f� PROJECT LOCATION API 0 Property Address 7(� - U City l� L / V L �d ou WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. _ �D Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 0 rb Butte County Department of Public Works. J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds .ter. A„ _1ME g SIC National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1482 Date: 07/31/2008 Location: 4680 WELDING WAY By: KCG Parcel Number: 042-010-106 Sub Type: Phtovtaic Svs Grnd Owner Name: VICKERY FAMILY TRUST Phone: (530) 891-3449 Description: GROUND -MOUNT SOLAR: MSTR# MP08-0017 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore; do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. FILE Date: 07/31/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1482 Date: 07/31/2008 Location: 4680 WELDING WAY Parcel Number: 042-010-106 Owner Name: VICKERY FAMILY TRUST Phone: (530) 891-3449 Description: GROUND -MOUNT SOLAR: MP08-0017 Signature of Applicant: % Date: 07/31/2008 �/ FILE SHARP, MULTI-PURPOSE MODULE ►;, HIGH-POWERED MODULE. SUPERIOR PERFORMANCE. POLY -CRYSTALLINE SILICON PHOTOVOLTAIC MODULE WITH 160W MAXIMUM POWER Sharp's NE -160U1 photovoltaic modules offer high-powered performance and industry-leading durability for large electrical power requirements. Using breakthrough technology perfected by Sharp's 45 years of research and development, these modules incorporate an advanced surface texturing process to increase light absorption and improve efficiency. Common applications include office buildings, houses, cabins, solar powerstations, solar villages and traffic lights. Ideal for grid -connected systems and designed to withstand rigorous operating conditions, Sharp's NE -160U1 modules are the perfect combination of technology and reliability. Solder -coated grid results in high fill factor Sharp multi-purpose modules offer performance under low light conditions. industry-leading performance for BUTTyb o variety of applications. c ;;'UNTY NT MULTI-PURPOSE MODULE EiEC�i`rtCAf CHARAC7EWiSYtCS Cell 1.81746mm Poly -crystalline silicon No. of Cells and Connections H 72 in series Open Circuit Voltage (Voc) 43.1V Maximum Power Voltage (Vpm) .......... ...... .......... .... . 34.OV Short Circuit Current (Isc) 5.23A Maximum Power Current (Ipm) 4.71A Rated Power (Pmax)' 160W (+10%/-5%) Module Efficiency (nm) 12.3% Maximum System Voltage ...._._ . _......._.. _ . ... 600VOC _ ......_ ...... ... Series Fuse Rating 10A Type of Output Terminal Lead wire with MC Connector • (STC) Standard Test Conditions: 25°C,1 kW/m', AM 15 6 1000[W/m?] 5 800[W/m1] 4 600[W/m2] d 3 U 2 1 0k 0 ------------------- Cell Temperature: 25'C 180 150 120 3 90 60 30 ..r 1 0 10 20 30 40 50 Voltage [V] — Current v5. Voltage — Power vs. Voltage Current, Power vs. Voltage Characteristics Mt.ECHANICA1 CHARACT.ERI,S'TtCS.. Dimensions (A x B x C below) 62.01• x 32.52' x 1.817 1575 x 826 x 46mm t Welgh..... ._ . _ - [37A.85'lbs./.17.0kg h Size of Carton 66.93'x 38.19'x 5.12"/ 1700 x 970 x 130mm Packing Configuration �z pcs per carton _.- - Loading Capacity (20ft container) 1168 pcs (84 pallets) Loading Capacity (48ft container) 448 PCs (224 pallets) Loading Capacity (53 ft container) 504 PCs (252 pallets) "A6sOIUT,E MAX, IMU'.M..RATIINGS Operating Temperature (min to max,'F/"C)-40 to +194'F / -40 to +90'C Storage Temperature (min to max,°F/'C) -40 to +194T / -40 to +90'C D ! Nf E 514-N 5 EDGE VIEW A D --J I E JI F A B 62.0171575mm 32.52'/826mm E F 19.2'/487.5mm 31.0'n87.5mm Design and specifications are subject to change without notice. �G� C D 1.81746mm 7.47187.5mm G H 51.18'/1300mm 30.47 n74mm Sharp is a registered trademark of Sharp Corporation.All other trademarks are property of their respective owners. Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. 0 SHARP �ow SHARP ELECTRONICS CORPORATION • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel: 1 -800 -SOLAR -06 • E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA @2007 Sharp Electronics Corporation. All rights reserved. SESG-160U1-607 Printed in the USA o > Certified to the new UL 1741/IEEE 1547 -> 10 yr. standard warranty > Highest CEC efficiency in its class > Integrated load -break rated AC and DC disconnect switch > Integrated fused series string combiner > Sealed electronics enclosure & Opticool > Comprehensive SMA communications and data collection options > Ideal for residential or commercial applications > Sunny Tower compatible SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field -configurable for positive ground systems making them I more versatile than ever. With over 500,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. C &us > Certified to the new UL 1741/IEEE 1547 - > 10 yr. standard warranty > Highest CEC efficiency in its class > Integrated load -break rated AC and DC disconnect switch > Integrated fused series string combiner > Sealed electronics enclosure & Opticool SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field -configurable for positive ground systems making them t more versatile than ever. With over 500,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. L - C @ us _ Photovoltaic Installation Electrical Diagram Rated 5,760 Watts under Standard Test Conditions (STC) Solar Panel Array 1 (12) Sharp NE -160U1 160WsTc modules. Wired in single series string. Utility Grid 120 v^vG� f240 vac i Solar Module Specs: Sharp NE -160U1 PM = 160WsTc Voc = 43.1 VDc VpM = 34.OVDc Isc = 5.23A IpM = 4.71A Series Fuse = 10A Solar Array 2 (12) Sharp 160WsTc modules wired In single series string. Same as above. Soler Array 3 (12) Sharp 160WsTc modules wired In single series string. Same as above. Wire type: USE -2 In free air, or THHN-2/ THWN-2 In conduit. 10AWG Cu wire, Positive, Negative and Ground (under 2% voltage drop to 6011' ® Ise) SMA Sunny Boy 60001nveKer w/ Integrated PV combiner, AC & DC Disconnect Max output: 29A @ 240Vac e 8000 ( t � , Note:Maximum recommended voltage drop between inverters and House Main AC Panel is 1.5%. Cable sizes shown assume negligable voltage drop between Inverter and AC Disconnect. Integrated PV Combiner & 60OVDC Disconnect Use 10A ATM Fuses / Minimum 8AWG Cu wire, L1, L2, and Neutral. (under 1.5% voltage drop to 76' ® max output current See note) Mein Service Panel 200A Minimum Busby it 40A, 2 -pole circuit breaker for SB6000US BAWG DC System Grounding Conductors with crimped connections run to DC System Grounding Electrode or run to AC System Grounding Electrode or crimped to AC System Grounding Conductor if not accessible. n FROECT. 10KNORTH er. ri m PV SYSTEM LINE �.v- SBURO,G dib m m aft mdd— . u�w�.t.rwr.s Wlp--d*d GRID TIED, NO Bj DCPower . ,„:,e,.,,.�a24 :, STA Svstems FAX 707433.WU WYEASER `m �r � �!?� _ �H �;tiisu";3zs1.:;1'•'.:-5.s; - E. S , ` dp SIN wommi SO oN f ' • x K' s: ; r. f 1 r.' rT rh {, t n 9 t^�k".�. ..y.. _ .� :•K .. � — :.,+.. �(,... _ 14 1 -Woo 1 1 ri n 9:. . t•x rt I� ,r •. s ti s, : (r s .d r r � •,r r ti t t} t r � + k,.I. .. .` .'.''I : A' �' 'tr ra trw �.:cs z ,lyarei - Y Y ss• '+S .. � z..-. pt x5i ' l UF E- �l ..� .:� .j �s , �\ � -r� � �1^rt•kl, It�S�yr � r{ �zl - �. 'c, i � x .F r7 f .y�s r1"All AN 5'4 i J r} fi E ``• 1 r b 4 h� z �� h `>,r� >✓ � smaK 'Ito WWI Vo Mayoq �s, t �� (Rrfin 5x t t ai ;t r'. t' ' .. t .•I( Q0 K °r 1 COMPLY WITH CAL/FCRN/A I :.<' .. . ,:,, ..._ .�� ELECTRICAL CCOE- ART/CLE — 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC �` x ,< _ k • SYSTEMS ik 77 Mau i _ (� i 4 •` ,•(".:': 777 ` - �" r •tr- •f 0- -P 7 {.. ,, ! � • ,4 a.�-n: H xs �' r� � = - t �� �;::r7 �`�." -x :�' :.�.: - e;. moi', p O. -, - ' --:;,,i., - �t5 .:.2u'!•- a.-+cam...,-«.}.< ..,Fe.-r...� ?.. _,ai•'� :a.:�.�.,.; :.3_=, `.:1 - e r n `.li�:-"••`�' `'r� tea:: ' �z r. q� yyam�'' rD: i.' v. I .A' _ _ I , COMPLY WITH CALIFORN/A ; a4,- ... ['•, :[� f;Y y _ t. �-c , 4 yea .j'.:.r L �... ELECTRICAL C00E- ART/CLE 3rn �,,,.- ,,� _ :,, a• - g 3 Via`:>r.. s. �-,, t t ;•f • ' 1 - - is Y 3`a. .'t„'„_ _2:-�i,;•'r '.^� --iii i � r Z50 REQUIREMENTS FOR GROUNDING AND BONDING_.. \ .( 1 wm 41 JTTF \� l+ ,�-.. •• \ .,,,. - it 1.. _ 1 . Q- - :t s;. V 4_ i 4 .t, w ..:.-:. — _::. RMaL "p , Photovoltaic Installation Electrical Diagram Rated 5,760 Watts under Standard Test Conditions (STC) jSolar Panel Array 1 (12) Sharp NE -160U1 160WsTc modules. Wired in single series string. Solar Module Specs: Sharp NE -160U1 PM = 160WSTC Voc = 43.1 VDC VpM = 34.OVDC IsC = 5.23A 1pM = 4.71A Series Fuse = 10A Solar Array 2 (12) Sharp 160WaTc modules wired In single series string. Same as above. Solar Array 3 (12) Sharp 160Wsrc modules wired In single series string. Same as above. Wire type: USE -21n free air, or THHN-2/ THWN-2 In conduit. IOAWG Cu wire, Posltive,. Negative and Ground (under 2% voltage drop to 600' @ Ise) SMA Sunny Boy ¢000 Inverter w/ Integrated PV combiner, AC & D( Disconnect Max output: 29A @ 240Vac e Sunny Boy 8800 Integrated PV Combiner & 60OVDC Disconnect Use 10A ATM Fuses Minimum 8AWG Cu wire, L1, L2, and Neutral. (under 1S%vottege drop to 76' max output mment. see note) Main Service Panel 200A Minimum Busbi 40A, 2 -pole circuit breaker for SB6000US Utility Grid 120 /240 vac L A A BUTTE CO8 9� 8AWG DC System Grounding Conductors with crimped connections run to DC System Grounding Electrode 44r(( or run to AC System Grounding Electrode or crimped to AC System Grounding Conductor If not accessible. fir 4 v� NoteWaxlmum recommended voltage drop U18 V% a. pyJ���� =NORTHRO s` re PV SYSTEM LINE DIAGRAM DC POWER b�.` SBURe, G � Mem b between Inverters and House Main AC Panel -- ewe e.tmwnm.ov a ,,,p,„�,.y„e „,a wro.,, dyw GRID TIED, NO BACKUP is 1.5%. Cable sizes shown assume ®��� DC Power,i,„:,,,,,,,e„ °.a°°"'m '� ,,'",� s negligable voltage drop between Inverter and ---APPROVE Systems �yc rNc ror.ai sees w•vE^°°' AC Disconnect. SOSE-Gi7S (GOL) _ ,�c—, NQ l5' CI t .. i -A77\1 1 t a w, ai IX 2. 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W - .17., q .iti t , g �� T '.i' q• 'rkYx7' ' h F� tw $ x' r R.W- ? Ft "5 t"? 1 .l { 2 mar � F 4 $ '•-R � �w• 5�.S. s - .2 �. y ,. 3t �_-_�„�.. `Y ur, s � ....� ��•L+;i-K �a 'f§ wru ' i� 1 s , w 3 � � n. r' w� �`'.. :a? . � J K Yw;w a � f ... t� ♦ r�U�.-�� ,� ,� �Y,'4s. �vA a a } 4 ' cc�Y .u_t L .WT R _ 't' tiq ! a'' ,r t f''' " •c S{ r yl+.,t.rrte i� S ' � Y ? � R 'i• ( � t �Y`` AT..� J : '1 �,y) =ik'�' F. rlrii ! J'' i t: �� .-tC'.' ✓ .i, zt e t a eti� ","'; i� } r 4,tiF =" "Y',5,� w rtr. F •+ a yfi' e l ,: � t "' 1� �' �' � a x a • .f"ri- us ,Y A''� �`� ^til_ i,.•fi^+. a''� - - ,t+ w. 9;�c r Y 1 MULTI-PURPOSE MODULE Ftl-'CtPuc a' CHARACTER15TICS Cell i Polycrystalline silicon No. of Cells and Connections i 72 in series Open Circuit Voltage (Voc) i 43.1V Maximum Power Voltage (Vpm) l 34.OV Short Circuit Current Qsc) 2 4 5.23A Maximum Power Current (Ipm) 4.71A Rated Power (Pmax) 0 10 160W (+10%/-5%) Module Efficiency (rlm) Voltage [V] 12.3% Maximum System Voltage 60OVDC Series Fuse Rating IDA Type of Output Terminal Lead wire with MC Connector • (STQ Standard Test Conditions: 2S•C,1 kW/m', AM 15 rrX:1 14 'S � t, Cell Temperature: 25C 6 5 4 t 3 3 C U a' 2 1 remilai,11 0 0 10 20 30 40 50 Voltage [V] — Current vs. Voltage —Powervs.Voltage Current, Power vs. Voltage Characteristics —�� AVIEC-HANICAL ifARP CT—ERISTICS. i Dimensions (A x B x C below) 62.01' x 32.52' x 1.81'/ 1575 x 826 x 46mm Weight 137.485ibs / 17.Okg Size Of Carton 66.93•x 38.19•x 5.12'/ 1700 x 970 x 130mm I Packing Configuration l 2 pcs per carton Loading Capacity (20ft container) 1168 pcs (84 pallets) Loading Capacity (48ft container) 448 pcs (224 pallets) Loading Capacity (53 ft container) 504 pcs (252 pallets) r k 4A'6 i50 1UiE`MAXIMUM RATfN, Operating Temperature (min to max,•F/•C) 40 to +194'F / -40 to +90'C Storage Temperature (min to max,•F/•C) -40 to +194'F / -40 to +90'C Design and specifications are subject to change without notice. ' Sharp is a registered trademark of Sharp Corporation. All other trademarks are property of their res 0aivners. a Sharp takes no responsibility for any defects that may occur in equipment using any �arp�_deevpk . ROVED Contact Sharp to obtain the latest product manuals before using any Sharp device. ��''''' , �o f E D 0 HARP. � SHARP ELECTRONICS CORPORATION • 5901 Bolsa Avenue, Huntington Beach, CA 92647 �aTel: 1 -800 -SOLAR -06 • E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar Cover photo:5olar installation by Pacific Power Management, Auburn CA 02007 Sharp Electronics Corporation. All rights reserved. SESG-160U1-607 Printed in the USA t C A �C I 8 I I ® E I 1 D� _ F_ E E A B C D j 62.01'/1575mm 32.52'/826mm 1.81746mm 7.47187.5mm E F G H I _Y 19.2'/487v5mm 31.0'/7875mm_M 51W18'/1300mm 30.47'/774mm Design and specifications are subject to change without notice. ' Sharp is a registered trademark of Sharp Corporation. All other trademarks are property of their res 0aivners. a Sharp takes no responsibility for any defects that may occur in equipment using any �arp�_deevpk . ROVED Contact Sharp to obtain the latest product manuals before using any Sharp device. ��''''' , �o f E D 0 HARP. � SHARP ELECTRONICS CORPORATION • 5901 Bolsa Avenue, Huntington Beach, CA 92647 �aTel: 1 -800 -SOLAR -06 • E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar Cover photo:5olar installation by Pacific Power Management, Auburn CA 02007 Sharp Electronics Corporation. All rights reserved. SESG-160U1-607 Printed in the USA > Certified to the new UL 1741/IEEE 1547 10 yr. standard warranty cooe, enclosure & Opti > Highest CEC efficiency in its class >Inte'drate'd load-bre.ak'. rated At and. OC ate Aiseonnect switch -. communications and >, Integrated fused series f string combiner - -7 e cooe, enclosure & Opti p > Com"p`r6hetisrve-SMA. -. communications and f ection,o tiont collection datato 011j %j >` commercial Su'nny.Tower - - 'compatible +maV, i:.,!K4 ties zr A :T.i�f.Y�I�IIILZ�I11�1/[�I�I� ' A7 ou Jo introd"u'c'e-,.�o'u'r.'n"e'w,'iin'e of inverters'updated with our latest technology and designed y to meet the new , IEEE 1547 rpqUii—men so compa - M A'irp ts:,The­8-B600OU and SB700 ' OUma nceor ' e'al t . i he "T Tower: Iricre * 'r'.6 and shorter'peno- Sunny w Increased efficiency,�,meqns beti6i- performance di'."All'th ree,models�b configurable:fordrou,n systems making, ng, em able'than 'ever .WitN'6vei-.'500,006fielded:"ur units, Sunny has become.A6 berchffi6rk for US.:, �r:perfqrMance,aM reliability throughout the world. % Ambient temperature range13 to +113 *F -13 to +113 ° F 13 to +113 *F Power Consumptions standby / nighttime < 7 W / 0.25 W <7W/0.25 W <7W/ 0.25 W a Topology— PWM, true sinewave, PWM, true sinewave, y PWM, true sinewave, Cooling Concept Mounting Location Indoor / Outdoor ENEMA 3R) . Fqatures,� LCD Display - Communicalion: RS485 /Wireless Warranty: 10 -year Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A& B Specifications for nominal conditions Efficiency Curves 9F 9! 9� 3f 9. � 9( 8f 8! !� / t� r O/O SB 6000US SB 7000US SB 5000US Input Dctc (DC) " Ury - 250 V DC ---- U,y - 310 V DC --- UN - 480 V DC • Included Max. Recommended Array Input Power DC @ STC_ j W 7500 W 8750 W - -' Max. DC Voltage _ 600V _ 600 V 600 V _ _ _ Peak Power Tracking Voltage � 25.0 - 480 V_ _ 250 - 480 V 250 - 480 V DC Max. Input Current -� - Y- --" -�-+ 21 A w 1 25A - - _ 30A �? ant DC Voltage Ripple ! _ 5�% —75% 7 5%� - < 5% Number of Fused String Inputs 4 4 - - -- PV Start Voltage - - 300 V + w 0 V 0 .4— Out inal CAR). I AC Nominal Power - 5000�W f 6000 W 7000 W ii AC Maximum Output Power 5000 W6000 WW 7000 W j AC Maximum Output Current (@ 208, 240, 277 V) 24 A, 20.8 A 18 A ;m 29 A. 25 A 21.6 A w _ 34 A 29 A, 25.3 A AC Nominal Voltage/ Range 183 - 229V@208V 1 183 - 229V@208V 183 - 229V@208V� 211 - 264 V @ 240 V 211 - 264 V @ 240 V 211 - 264 V @ 240 V a _ 244 -_305 V @ 277 V 244 - 305 V@ 277V 244 - 305 V @ 277 V AC Frequency /Range - 60 Hz /59.3Hz-60.5Hz 60 Hz /59.3Hz--60.5Hz 60 Hz /59.3 Hz-60,5Hz ~� w Power Factor 1 1T .'Eff:tciency- Peak Inverter EfficienSy97.0% _ 971% CEC weighted Efficiency 95.5 % @ 208 V 9 95.5 % @ 208 V ) 95.5 95.5 % @ 240 V 96.0 % @ 240 V 96.0 % @ 277 V i 96.0 % @ 2 77 V w . Mechcal Data, ania _ Dimensions W x H x D in inches i� 18.4 x241 x9S 18.4 x24.1 x95 182;C241 x9S; j Wpinht / Shinmmn Wpinkt f IA3 Ihs / MA the 4 1 A the I SA the i ld3 ige / 1 S#� d 5 — 1 F Ambient temperature range13 to +113 *F -13 to +113 ° F 13 to +113 *F Power Consumptions standby / nighttime < 7 W / 0.25 W <7W/0.25 W <7W/ 0.25 W a Topology— PWM, true sinewave, PWM, true sinewave, y PWM, true sinewave, Cooling Concept Mounting Location Indoor / Outdoor ENEMA 3R) . Fqatures,� LCD Display - Communicalion: RS485 /Wireless Warranty: 10 -year Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A& B Specifications for nominal conditions Efficiency Curves 9F 9! 9� 3f 9. � 9( 8f 8! !� / t� r O/O Ury - 250 V DC ---- U,y - 310 V DC --- UN - 480 V DC • Included O Option - Not available SB 7000U5 IODO 7000 3000 4000 5000 6000 7000 PAC fwl www.sma-america.com Phone 530-273-4895 Toll Free 888-4SMAUSA Convection with Convection with Convection with tulated f� on cooling (- regulated fan cooling, regulated f� d an cooling O/O • Included O Option - Not available Id431ad Iw-f. ei-saw b� W^• h:3weCOau511 mwleahvs m,K-- ----- � _ b.as.das W edam a.4 -a db-weu.ipdm aKvpeirwdL K i _ -IBUTT El U DINS �PPO0 SMA America, Inc. NOTES RESIDENTIAL .'PERMIT NO. — 042-010-106_ __:'6470_95_7__'-\— VICKERY WELDING WAY, t. 'iICO / f { Cont: JIM CREW ` NSF/ GARAGE CONV f r: .. i ` &X; �" SPECIAL CONDITIONS `CHECKED BY SRA t FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. r SPECIAL.INSPECTION ITEMS " t, -VERIFY USE PERMIT CONDITIONS j. SUB -STANDARD HOUSING LETTER • f� i " OFFICE COPY Address + GAS I Meter By Date ELECTRIC j 2 Meter By Date a - Y • 1 1 JOB FINALED ( ) �c } SignatureIl�' J=OK ;• 0 = Not OK` able Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test E 7. Water and Sewer Connected 8. Gas and Electricity Tagged 4 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK eiccept #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit' , A-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - =NotAApplicable RESIDENTIAL (: p . = Not Ready Date UNDE OOR (Plans) OK except #'s on' g -Setbacks -Easements -Flood -Slope g. ain; Soils-Elec. Grnd.-/ /" Ftg. Depth arage; Soils -Steel -Flet. Gm / /" Ftg. Depth t g., rches & Decks; Soils-Stee l-/ /" Ftg. Depth ' tpwalls, Main; Steel-Blockouts-Wrapped to ails, Garage; Steel- Blockouts-Wra ed old Downs and Special Anchors 7. Slab, Steel -Wrapped •8.P' -Fire lace Ft .-Steel i! .V; Fall -Fitting -Test -2 Way C/0 Sewer Test 1' F as Pipe; Size Anchors -Yard Gas Piping; Size Test 1t^ater Pipe; Test -Anchors -Regulator -Service Test 4#Iz- tric Underground Plenums & Ducts' Clearance -Material -Support -Ins. 4. Yirrfers-Sill. - nchor R oists-Vents-Criooies 6. Dag ("v Card B-1 Date Card B-1 Date Card B Date Card B-1 Date PLU G ermit) OK except #'s 1 W .; Vent -Access -Combustion Air Baffle la"Wr Pipe; Test & Anchor -Nail Protection W.V; Test Fittings & Anchor -Nail Protection ) p' 2e Show an; Test, First Floor -Tub Access 21. Tepetub & Shower, Second Floor -Tub Access 2 as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT AL (Permit) OK except #'s �jx4llfie & Transformer Clearance -Ins. Protection ,$�lEl.Receptacles Spacing -Lights & Switches at`Doors & No. of Conductors 27.ex Installed Close to Edge of Studs & C.J. p. Ground made up w/Mech Fasteners -Bond Gas & UArr 2 lance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ Q7gaZ Oor Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Servic -Riser Conductors & Ground Main Disconnect 33. i . Clearances Panels-Motors-Mech. Equip. es Closet Light -Shower Light -Spa Light 315.7 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH CAL (Permit) OK except #'s 3 ucts Insulation &Support 3 ent F n, Exhaust above insulation 3 n to Drain & Overflow, Size & Grade 39 ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMO(Permit) OK except #'s 4 . ilLvrroper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound 4 Bea inG*alls over Girders & Floor Nailing D top in Walls (rat proof) Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 . Headers & Beams -Size & Bearing Y jingle & Duple Date FRA Continued) ngers-Post Caps -Anchors -Connectors W. Clinist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. i a Ties or Type AFlue-Fireplace Throat Clearance . A�Access; Size & Romex Protection Draft Stop Ins. Baffles B indows or Exiting Doors -Sill Ht. Dimensions .Garage Fire Protection Framing annel 53. Property Line Firewall &Openings 5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Promotion 56. Ply pod on Roof Overhang -Attic Vents -Rafter Outriggers 57. ding -Nailing Veneer . Stuc Mesh -Drip Screed -Fd. Vents -U derflr. Access 9. 29zing Area -Glass Protection -Skylights Plastic o Shear Walls; Nailing -Bolts 61. Brzee Interior/Exterior Wall Panels L--,/ 68' Infiltration -W s -Windows Date —0% Card B-1 Date Card B - Date r 4- j Card -1 Date Card B-1 Date FINA Ins) OK except #'s Steps Door & Sidelight Protection -Landings 66-*Turnace V -clearance -Comb, Air -Connector - In a e; Above Floor -Ducts -Meth. Protection room Exiting . G.F . & Bath Fixtures & Tub Access -Spa lec. J.06 & Subpanel, Breaker Sizes & Labels 70. S s & Rails Laplace or_5Wve, Clearance -Hearth 72—Ejef­0iA46ts at Wood Panel, Int. & Ext. Jfle.'' . & Appliance; Ground -Air -Gap -Cooking Clearance 7 Outlets & Receptacles at Kit. Counter .Garage Fire Door; Swing -Landing -Closure 76. Af. uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in e; Above Floor -Meth. Protection 7 ; Elec. & Mech. Equip. Listed for Location 7jr Ele eceptacles in Garage (F.F.I.)-Romex Protection 99 -Foam -Looked in Attic 81. G rd Rails & Deck Construction -Post Caps 82'—Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth rance Looked under Floor O Yes Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters D Yes O No 84. Stu,,Qco Brown -Finish it Disconnect, Electrical -Plumbing Vent ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings a ell, Disconnect, Electrical, Plumbing xt ' Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House V,, �oions from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. Wa ewer Connected -C/O to Grade -HD Approval es -916y, Compliance Certificate -Other Certificates (91e%dress Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date 0',j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE All: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP040957 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/23/2004 APN' 042-010-106-000 ' the Business and Professions Code, and my license is in full force and effect. License Class : 13 License Number: 52"78 d Site Address' Date: OLI Contractor: . iyy"k Q 2ya W Map Index: Description: NSF (3832) GAR (1104)COV (918) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: THOMAS R. AND SHEILA E. VICKERY to its issuance, also requires the applicant for such permit to file a TRUSTEES signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section THE VICKERY FAMILY TRUST 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 15029 WOODLAND DR. 95942 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 530-891-3449 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: THOMAS R. AND SHEILA E. VICKERY such work himself or herself or through his or her own employees, TRUSTEES provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and. who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor' JIM CREW GENERAL CONTRACTOR • ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 196 VALLEY RIDGE DR PARADISE, CA 95969 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: (530) 877_3612 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit ` License #• 527804 . is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carder and policy number are: Engineer: VERTICAL TECHNOLOGY ENGINEERING S 1 Nl C L.\ 'n t, I Carrier: Policy #: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Total Square Ft: 3832 S.F. ia, become subject to the workers' compensation laws of California,aq and agree that if I should become subject to the workers' Valuation: $249,080.00 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Census Code: Date: '� ��3 0 t{ Applicant: WARNING: F •1 re to .secure workers' compensation coverage• is unlawful, and shall subject a( employer to criminal penalties and one hundred thousand dollars $100,000 in addition to the cost of ` r>( / ��^ �� , compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.�q f ejj- I./�] �j_ LL # STRUGTION_LENDING A.CENCY This.per ias.hereby issued under the applicable provisions of the Butte Cnunty God?.anrvor c 7-- �� _.CON I hereby affirm that there is a construction lending agency for the ' this is issued 3097 Civ.) Resolutions to do coo 'n icated above for which fees have been paid. V. performance of the work for which permit (Sec By: Date: Name: f QSPERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo es. Print Name: S II '' 1 § LU Signature: Date: 1 (2-3[04 EI Owner contractor 0 Agent for Owner 13 Agent for Contractor TO: FROM: DATE: INTER -DEPAR'T'MENTAL MEMORANDUM oy-4yS7 NSi� jJ 7-Z3-0� BUI DING DIVISION OROVILLE ENVIR. HEALTH, CHICO COS C2-610-5 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: l G� SEPTIC: �� WELL: AP#: ADDRESS/LOCATION: Comments: GL/memos/releasehold �9Tt Inter-Departemorandum 0 0 �ovnt-� FROM: SUBJECT: S�� `D�//7 DATE: e�9y— 095 7 8 0 VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Project: Vickery Residence, Welding Way, Chico, CA Q L�— 0757 Date: 2/3/2005 Re: Inspection Issue – Truss K1 support A 6X12 header with single 2X6 trimmers at the T-0" door will be sufficient for the truss K1 or truss K2 reactions of approx. 2100#. Gil yc� `r n No. 4732 { Exp. 6/30/06 OF Job Truss Truss Type 40-9-13 Fly Crew. Vickery 24.0.0 28-4.6 32-8-11 37-1-1 40-1-1 43.10-3 48-40 52-0.0 4-0-0 4-1-13 3-0-70-0-123-0-0 44-6 44-6 4-0-0 4.4.6 813805722 CREW1004 Kt CAL HIP i 3 _ Job Reference (optional) u...w o wn , , caw m„ nn uwusmxx, ,nc. rvea vis w <ro:aea< ww raga , Sxa — 30 29 28 2728 25 24 23 22 21 20 19 18 33 17 6x0 — 34 II 10x10 = 002 = 8x12 = 3x0 II 0x8 = 3xB II 4x8 = 4x0 = US = 4012 = 3x8 II / 6.8 0 7-10-15 40-9-13 -"-0 j 4-1-13 7-23 10-10-15 15-3-5 19-7-10 24.0.0 28-4.6 32-8-11 37-1-1 40-1-1 43.10-3 48-40 52-0.0 4-0-0 4-1-13 3-0-70-0-123-0-0 44-6 44-6 4-0-0 4.4.6 4-0-0 44-0 3-0-00-0-123-0-7 4-1-13 4-0-0scdra 1:92A 4-4-0 4-4-6 3-8-12 3-0-7 4.1.13 e„e � 4x12 = [21:0-3-15,0-3-01, [26:0-3-0,0-0-0], [28:0-3-8,0-2-01, [29:0-5-0,0-6-8] 4.09 12 am = 0x12 = 4x12 = 4x9 = 4x0 = 4x0 6.6 = axil = c axils ° t s s 7 s 9 19 11 12 13 414 - TCLL 16.0 Plates Increase 1.25 3 TC 0.24 14 Vert(LL) 0.08 28-29 >999 240 MT20 22021:95 TCDL 16.0 Lumber Increase 1.25 2 Vert(TL) 15 BCLL 0.0 Rep Stress Incr NO 'Iry 1 Horz(TL) 0.02 15 n/a n/a 181 Sxa — 30 29 28 2728 25 24 23 22 21 20 19 18 33 17 6x0 — 34 II 10x10 = 002 = 8x12 = 3x0 II 0x8 = 3xB II 4x8 = 4x0 = US = 4012 = 3x8 II / 6.8 0 REACTIONS (Ib/size) 2=4708/0-3-8.24=5630/0-3-8,15--2028/0-3-8 Max Harz 2=7(load case 3) Max Uplift 2=171(load case 3), 24=-66(load case 3), 15=98(load caso 4) Max Grav 2=4713(load case 6), 24=5630(load case 1), 15=2032(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/84,2-3=11838/224,3-4--131781310,4-31=12612/298, 5-31=126121298,5-6=-8826/221, 6-7=3216/116, 7-8=-41/6544, 8-9=131/6544, 9-10=11/1767,10-11=984/30, 11-12=2904/45, 1232=-3929/62,13-32=-3929/62, 13-14=11060/63,14-15=13110/15,15-16=0/84 BOT CHORD 2-30=-145/11147, 2930=145/11147, 28-29=141/8626, 27-28=36/:1216, 26-27=2952!70, 25-26=2952/70, 24-25=2952/70, 23.24=-5009/117, 22-23=5009/117, 21-22=-1767/92,20-21=1767/92,19-20=0/984, 18-19=0/2904,18-33=0/3832,17-33=0/3832,15-17=0/3832 WEBS 330=214/25, 3-29=84/1775, 4-29=-63/2390, 529---89/4376, 528=2559/38, 6-28=117/6261, 6-27=2963/40, 7-27=112/6827, 7-25=149/0, 9-24=2261/12, 9-23=273/0, 9-22=27/3632, 10-22=1547/2, 10-20=28/3012, 11-20=1224/1, 11-19=-27/2148, 12-19=-950/3, 12-18=20/1189,13-18=3/172, 14-18=41/113, 14-17=0/295, 7-24=-4828/76 NOTES 1) 3 -ply truss to be connected together with 0.131'x3' Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at D-7-0 Dc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-0--0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, Except member 29-4 2 X 4 - 2 rows at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf lop chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 48 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL incroase is 1.33, and the plate grip increase is 1.33 g5) Provide adequate drainage to prevent water ponding. &Tih ails pageyn designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. ® WARNING - Vent design paxnnwtara and READ NOTES ON T® AND WCLODED 9DTEE RSFERSNCS PADS MD --7473 BEFORE USB. Design valid for use only with MiTek connectors. This design Is based only upon parameters shovm, and Is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Addtionol temporary bracing to Unsure stability during construction is the responsibBGy of the erector. Additional permanent bracing of the overall structure is the responsibi ity of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and brocirsg, consult ANSI/11`111 QuaIBy.Critedo, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrto Drive, Madison, WI 53719. o: c �I N C66424 * EXP. 6-30.06 r�rFOFCAt1F��. October 6,2004 7777 Greenback Lane --® Suite 109 Citrus Halghts, CA, 95610 - - -- MiTeke 24-0-0 4-1-13 , 7-23 , 10-10-15 , 15-3-5 19-7-10 21-10$ 20-4-6 i 32-0-11 , 37-1-1 , 40-9-13 , 43.10-3 i 48.0-0 41-13 3-0-7 3-8-12 4-3-6 4-4-6 2-2-14 2-1.6 4-3-6 4-4-0 4-4-6 3-8-12 3-0-7 4.1.13 Plate Offsets ()(,1): [2:0-33,0-0-71, [6:0-3-8,0-2-01, [15:0-0-4,0-2-81, [21:0-3-15,0-3-01, [26:0-3-0,0-0-0], [28:0-3-8,0-2-01, [29:0-5-0,0-6-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.08 28-29 >999 240 MT20 22021:95 TCDL 16.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.18 28-29 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 15 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight 1033 lb, LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 6-0-0 oc pudins, except BOT CHORD 2 X 8 DF SS G 2-0-0 oc purlins (6-0-0 max.): 4-13. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 Dc bracing. REACTIONS (Ib/size) 2=4708/0-3-8.24=5630/0-3-8,15--2028/0-3-8 Max Harz 2=7(load case 3) Max Uplift 2=171(load case 3), 24=-66(load case 3), 15=98(load caso 4) Max Grav 2=4713(load case 6), 24=5630(load case 1), 15=2032(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/84,2-3=11838/224,3-4--131781310,4-31=12612/298, 5-31=126121298,5-6=-8826/221, 6-7=3216/116, 7-8=-41/6544, 8-9=131/6544, 9-10=11/1767,10-11=984/30, 11-12=2904/45, 1232=-3929/62,13-32=-3929/62, 13-14=11060/63,14-15=13110/15,15-16=0/84 BOT CHORD 2-30=-145/11147, 2930=145/11147, 28-29=141/8626, 27-28=36/:1216, 26-27=2952!70, 25-26=2952/70, 24-25=2952/70, 23.24=-5009/117, 22-23=5009/117, 21-22=-1767/92,20-21=1767/92,19-20=0/984, 18-19=0/2904,18-33=0/3832,17-33=0/3832,15-17=0/3832 WEBS 330=214/25, 3-29=84/1775, 4-29=-63/2390, 529---89/4376, 528=2559/38, 6-28=117/6261, 6-27=2963/40, 7-27=112/6827, 7-25=149/0, 9-24=2261/12, 9-23=273/0, 9-22=27/3632, 10-22=1547/2, 10-20=28/3012, 11-20=1224/1, 11-19=-27/2148, 12-19=-950/3, 12-18=20/1189,13-18=3/172, 14-18=41/113, 14-17=0/295, 7-24=-4828/76 NOTES 1) 3 -ply truss to be connected together with 0.131'x3' Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at D-7-0 Dc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-0--0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, Except member 29-4 2 X 4 - 2 rows at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf lop chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 48 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL incroase is 1.33, and the plate grip increase is 1.33 g5) Provide adequate drainage to prevent water ponding. &Tih ails pageyn designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. ® WARNING - Vent design paxnnwtara and READ NOTES ON T® AND WCLODED 9DTEE RSFERSNCS PADS MD --7473 BEFORE USB. Design valid for use only with MiTek connectors. This design Is based only upon parameters shovm, and Is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Addtionol temporary bracing to Unsure stability during construction is the responsibBGy of the erector. Additional permanent bracing of the overall structure is the responsibi ity of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and brocirsg, consult ANSI/11`111 QuaIBy.Critedo, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrto Drive, Madison, WI 53719. o: c �I N C66424 * EXP. 6-30.06 r�rFOFCAt1F��. October 6,2004 7777 Greenback Lane --® Suite 109 Citrus Halghts, CA, 95610 - - -- MiTeke COUNTY OF BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 r- Center hl- r% ill umy nA• IVY r, CA CORRECTION NOTICE 6WNER PERMI717 NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is complet9d. If you have any questions ining to this matter, or need additional - explanation, pie contact the Building dicated below. Alr V Date inspector' I-Qtl,1-11��W REV 2/05 Phone # 2 ,ext r ...' a •.,. COUNTY OF BUTTE 4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES a 7 County Center Drive • Oroville, CA q (530) 538-7541 ar _ TOLL FREE (530) 891-2751 CORRECTION NOTICE OWNER PERMIT NO. r . A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is y' completed. If you have any questions pertaining to this matter, or need additional explanation, 4" please contact this office immediately. ' /r %1W1115'T /« /1-1- Acv GVe M COUNTY OF BUTTE -~ BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive •Oroville, CA, (530) 538-7541 TOLL FREE (530) 891-2751 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and should be corrected. Please notice this office when correction of work is ` completed. It you have any questions pertaining to this matter, or need additional explanation ,r please contact this office immediately. FY 3,1 r a•n 4 1r. '74 �ab" a C- �s- QG �o7 Date — / v REV 10192 ...: ' COUNTY OF BUTTE ........ . .. . . . t BUILDING DIVISION Y DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive s Oroville, CA -P (530) 538-7541 TOLL FREE (530) 891-2751 Y " CORRECTION NOTICE xi OWNER PERMIT NO. A routine inspection indicates that the following violations of bulle county Ordinances exist at the ¢ss• above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �, j %/i / // /! - f I - /'of o IV jor /�i %moi?G"XZ4PL"& a- V/ ink' /W/k'? GSL O L t�S 2 4E: 3M 1� .. , ....:....: , ... ; .. , ; COUNTY OF BUTTE .. !� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE C OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, -or need additional explanation, V REV 10192 .4 COUNTY ;OF BUTTE BUILDING.DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA 9 (530):891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE, C r-4 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed./If you have any questions pertaining to this matter, or need additional explanation,. plea e co act this office immediately. A, f5 %--AN r e t "J. 4z A REV 10192 .4 N ........ COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE X57 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address, and should be corrected. Please call for re -inspection when correction of J work is complet d. If you have any questions pertaining to this matter, or need additional explanation, pI ase contact the Building Inspector as indicated below. Date ! ' ? ' y Inspector i REV 4/05 Phone # _ M C _ x, FOR RE -INSPECTION CALL- 538-7636 OR 891-2834 A ' - .. -a,.j; t ."-• �} ._• y ....y.Tr y, -s". +.Tvk a+.^r::.r....t�.r.-.. ' �.� i�!^r •—• • .. f _s COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE sy ;^ OWNER PERMIT NO. ,�j 4z A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. Ifyou h ve any questions pertaining to this matter, or need additional explanation, ase con Buil Inspector as indicated below. a.3 �r 3T . r"7 f�f Date S �J Inspector - 71 REV 2/05 Phone # d ' i NbULATION CERTIFICATE ,Ni�'�U JIM -CREW & SONS Contractor/Owner Name $tJTTE County DESCRIPTION OF INSTALLATION Subdivision Name 1. ROOF Material:: Thickness (inches): . . . ....... 2. CEILING Job Number: 4799 WELDING WAY, CHICO CA Job Address (street, city, state) Lot Number Brand Name: Thermal Resistance (R -Value):'.:."-*::':: 3. EXTERIOR WALL Frame Type: AL Cavity insulation Thickness (inches):..:::. ::-- ... . .......... . 1/4: . .. ..... B. Exterior Foam Sheathing Material: Thickness inches ::( .............. -- .................................... 4. RAISED FLOOR Material: Fibelass Thickness (inches): 5. SLAB FLOOR/PERIMETER Material:'� . . . ...... Thickness (inches): Perimeter Insulation Depth 6. FOUNDATION WALL Material: Thickness (inches): ............. Brand Name: ....... ... Thermal Resistance ... ................... Brand Name: Thermal Resistance (R-Value):':::::*::::::::"::::::::::-:::::,:::::::::::::::::::::::::� .................... .. I ...................... Brand Name: Thermal Resistance (R-Value):::19 ....... ............ . . ..... . Brand Name:: .. . .............. .............. Thermal Resistance (R -Value):::;::::.::.:`:: ............ .... Brand Name::: ...... Thermal Resistance (R -Value): ...... .................. I ................. . ........ DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where a plicable. ........ ..... .. ...... .. .... ..... . ..... ........ .. .. 2':3&..4 .. .............. ....... .. t ...... 4- ................... Item Number's Sig6ature ad Date �95 Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner NOTES RESIDENTIAL PERMIT NO.%�� 'V �G.i Iuse- . CIJYI� 4 �CAD oq c..e, � - C,�cx.c� 11 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. •• SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I JOB FINALED (D 7'0 Signature-,�-� J=OK 0 = Not OK . = Not Readyable 1. ,MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Roof; Shthg-Roofing 4. Water; Location -Test -Easement Needed (Sketch) Ext.; Steps -Doors -Landings 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Braced Wall Panels 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements Date 2. Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Enclosure; Fencing -Alarms 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Card B-1 Date Card B-1 11. Cert. of Occupancy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. _ Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date FRAMING (Continued) 15. Access & Ventilation 48. 16. Insulation Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Card B-1 Date Card B-1 Date 53. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 55. 17. Water Htr.; Vent -Access -Combustion Air Baffle 57. 18. Water Pipe; Test & Anchor -Nail Protection Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 19. D.W.V.; Test Fittings & Anchor -Nail Protection 60. Shear Walls; Nailing -Bolts 20. Shower Pan; Test, First Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral ❑ Yes ❑ No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. Stucco Brown -Finish 33. Equip. Clearances Panels-Motors-Mech. Equip. A.C. Unit Disconnect, Electrical -Plumbing 34. Clothes Closet Light -Shower Light -Spa Light Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 35. Smoke Detector Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Corrections from Previous Inspections 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in- Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes Cl No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www,buttecounty.net\dds PERMIT NO. BP042769 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/08/2004 APN: 042-010-106-000 the Business and Professions Code, and my license is in full force and effect. r License Class: C License Number: y .% LZ Site Address: Date: 0 d Contractor. S.)0 JZ1 /�� Map Index: Description: GROUND MOUNT SOLAR OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: VICKERY FAMILY TRUST to its issuance, also requires the applicant for such permit to file a THOMAS & SHEILA VICKERY signed statement that he or she is licensed pursuant to the provisions of 236 W EAST AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or STE A PMB 214 95926 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SUN VALLEY Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 2385 IVY STREET provided that such improvements are not intended or offered for 95928 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-895-8188 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: SUN VALLEY not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 2385 IVY STREET 95928 ❑ I am Exempt under Article 3 of the Business and Professions Code 530-895-8188 Date: Owner: License M 488727 WORKERS' COMPENSATION DECLARATION .`.'. 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit %s issued. Engineer: ,�., U1 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: & �e A,uci Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: 6209 —,-2-60Z, Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars. ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor_ code, interest, and attorney's fees. o�(L" 1 LII CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda and/or I hereby affirm that there is a construction lending agency for the the for which this is issued (Sec 3097 Civ.) Resolutions to do dicated above for which fees have been paid. performance of work permit BY Date: P Name: 4Y J (1. U Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections`25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. I.. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection Print Name: CJ �. y Signature: d02�� M ii L) \ y - Date: I ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor t-. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION *PLEASE PRINT CLEARLY" OWNER Last Nae 1_ - first Na11 .. Addr2i3 (D w'r' I A��. City State Zip C,�• 6J Phone �G3 3 l Fax E-mail APPLICANT NAME CO)4TRACTOR Name City Address 3E V , City Fax State Zip _ Phone 0-G LENDING AGENCY Fax DIS _ E-mail Uc. # -?):7 C s C,, APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State 7-1p Carrier Phone LENDING AGENCY Fax E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X ` PERNIIT NO. BIN # LOCATION AP# l� ' V C .., V Property Address.400 l Cross Street Sq. Pootage WORKER'S COMPENSATION Policy Number CQ'0©o Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address . D scription or Scop of Work: � b Amount: S SRA Sq. Pootage Sheriff ❑ Structure Built without Permits SMIP ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. - REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. IReceived l b Amount: Bldg SRA Receipt #:41:24q3 Sheriff SMIP K:\FORMSIBUILDING F0RMS\BIdgADo1SubRgmts.doc Page 1 of 2 Date:9v Other a4Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings: ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS metunas can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSOUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: L ASSESSOR PARCEL NUMBS - 0 tP Proposed Building Use: S Counter Technician Date: k) /0 Items required in order tb pply for a permif. All boxes MUST be checked OR marked NA in order to apply. _]' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . t:y' 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down'or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: r 24. Planning approval (A) Use:(B)Parking: (C) Parcel Check: S aq ❑ 25. Contact Land Development about _ Improvements, _ Drainage ....................... . f26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.....:................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone - and hold for pickup. t r I have been informed of the above items and requirements for obtaining a building permit. Applicant: -`.- 1. Index permit applic tion for ikpabove items numbered: dd" al items required ov Contractor, esigner, owner, was advised of the above data by * phone, ❑ mail, ❑ counter, by �_ Date: D - -D Con rac ,designer, owner was advised of the pkove4ata by phone, ❑mail, ❑counter by Date: Plans reviewed by: Date: Plans approved by: 1 C'i Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Date: `il,Z //4 u Plan Check Letter Yellow: Building Division SUBJECT: Sanitation Clearance Owner Loca ' n AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for-dwelli;W. Other s�/;� Hold final for:. Final clearance O.K. for: NOTE: �t Environmental Health Specialist �•. 9-i�-6� Date E.H. USE ONLY Rat Dien Attached � Float Plan Attached U Sent to B.D. / Col TO: Building Department FROM: Environmental Health r: SUBJECT: Sanitation Clearance Owner Loca ' n AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for-dwelli;W. Other s�/;� Hold final for:. Final clearance O.K. for: NOTE: �t Environmental Health Specialist �•. 9-i�-6� Date NOTES RESIDENTIAL PERMIT NO. X042-010-106 _ .04-2769_ Y VICKERY FAMILY TRUST, 4680 WELDING WY, CHICO Cont: SUN VALLEY GRND MNT SOLAR MSTR#97-57 s - 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 ' Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Zoning Requirements -Setbacks -Easements 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test Ext.; Steps -Doors -Landings Date 6. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line - Exits 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Verify #'s with Office 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged Card B-1 Date 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card 8-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line Electric 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test Ext.; Steps -Doors -Landings 6. Water; MH Test - 7. Water and Sewer Connected Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card B-1 Date Card B-1 Date 9. Exits 1. Setbacks -Easements 10. License Decals Soils; Compaction -Structure Stability 11. Verify #'s with Office 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Date Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped _ 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 63. 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-PR.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters D Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: SITE PLAN REVIEW APPLICATION Date: Lo AP# Permit Number (if applicable)y q -27(e q APPLICANT INFORMATI ON Owners Name: ` Owners Address: Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential Parcel Size: cl-t5 ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory /AmVn u r , Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): 4< ❑ Commercial Remodel i ❑ Industrial Remodel ❑ Well tR �. t i) ii DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By�'�t Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required] l SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See ttached) • Flood Zone: • Flood Panel No.: 0600 % CLI520D Index Date: Vold/00 ❑ Sacramento River Reclamation District (Approval must be obtained from the aliornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------ —----- ------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 4--/6 6P -OFC, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O , Side /O l Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: f ' Standard Fees ❑ Fire % . ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Impact ❑ Other Amount ' Formula -------------------- =------------------------------------------------------------- --------------------------------- ----- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ��QrtC�Nr Deeds: - Date of Creation: t /7/9;- Legal Access Provided: El No Yes Deed of Reference: - 0(a . Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: 10 No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: Q `��-0/0-0�/� P77U 6 43 - Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page -23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 t� n Subdivision Ma /ParceU C� l Ma : C�✓� Q� ens . Map Date of Recording: 11-31-415 Lot: /I ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 1 Page: 02- 1 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa EJ 0 Page 4 of 5 El Summary of Specific Requirements: i This information provided in this summary is based on the application information and on the best available data at the time of review. CAI,arryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 y i This information provided in this summary is based on the application information and on the best available data at the time of review. CAI,arryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Deprtrnent ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 5, 2004 Vickery Family Trust 236 W. East Ave., Ste. A Chico, CA 95926 Subject: APN — 042-010-106 Dear Vickery Family Trust, The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2769, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. Attached, please find a copy of any use permits, or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Zana y, ler Assistant Planner 0 T Tic o � o o � a o. ` O O oou � y a A�eL. C Department C o u n t J. Michael Crump, Director of Public of 'B u Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant 'Discharge . Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement MESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: zz) n!e,r By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB ' 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction = ,' Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: -4 Title: Date: i Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Sun Valley Acoustical, Inc./ Sun Valley Solar 2385 Ivy Street Chico, CA 95928 Phone (530)895-8188 Fax (530)895-8193 I authorize Floyd Jones to sign any paperwork or permits on behalf of Sun Valley Acoustical, Inc. or Sun Valley Solar. Thank You, Craig Horner President/ Owner BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) FAMOFFICE #: (530) 538-7541 FA(530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040957 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/23/2004 APN' 042-010106-000 the Business and Professions Code, and my license is in full force and effect. License Class :1 License Number: 5-22a d Site Address: L11{ cZo �--� A& YV Date: bLI Contractor: J'1►M Q ep, W Map Index- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (3832) GAR (1104)COV (918) Contractors' State License Law for the following reason (Sec. 7031.5. Business and Professions Code: Any city or county which,rrequires a permit to construct, alter, improve, demolish, or repair any stri cture, prior Owner: THOMAS R. AND SHEILA E. VICKERY to its issuance, also requires the applicant for such permit to file a TRUSTEES signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section THE VICKERY FAMILY TRUST 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 15029 WOODLAND DR. 95942 applicant to a civil penalty of not more than five hundred dollars ($500).): 530-891-W9 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: THOMAS R. AND.SHEILA E. VICKERY such work himself or herself or through his or her own employees, TRUSTEES provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: JIM CREW GENERAL CONTRACTOR ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 196 VALLEY RIDGE DR PARADISE, CA 95969 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: (530) 877_3612 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: 527804 is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: n insurance carrier and policy number are: Engineer: VERTICAL TECHNOLOGY ENGINEERING I Carrier: Policy #: ❑ I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner, so as to Total Square Ft: 3832 S. F. ia, become subject to the workers' compensation laws of California,aq and agree that if I should become subject to the workers' Valuation' $249,080.00 ' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Census Code: Date: Applicant: y. - WARNING: F 'I re to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �� compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 7 59 1 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code a..prU_orr -Resolutions-to do wiorbindiqated above for which fees have been paid. .I hereby affirm that there is a construction lending agency for the - - performance of the evork for which this permit is issued (Sec 3097 Civ.).� BY� Date: Name: LJ � O 'PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo es. Print Name: J I,' ` 1 u # LV Signature: Date: 1 I :3 f oci ❑Owner contractor ❑ Agent for Owner ❑ Agent for Contractor _ L. _.3.-_�_.:_..rit.L. , BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530),&1-2834 ( ICO) OFFICE #: (530) 538-7541 PERMIT NO. BP GLS oqg DATE: - r APN: O / / ZONING: / D OWNER'S LAST NAME: OWNER'S FIRST NAME: PHONE: ET DORESS: o a wooblate,ctilcc DcIVe FAX: fTR CITY, ZIP: oees4 ��n�h CA tt 5 a� E-MAIL: SITE ADDRESS: C►TY, ZIP: Ch; o C R NEAREST CROSS STREET: �� , a�n 1(Y) Q r 6Zeacs TRACT/LOT M APPLICANT NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: �� e�1�tW Cjehera� �© PHONE: (530ry1 17 7- 36 (2 STREET ADDRESS: " Q, ,.� t V F�O 7v i $ 77 -(-150 CITY, ZIP: pq T or0.c\%sem e. 0" E-MAIL: (CENSE NUMBER IS a 7 ca V O D LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: �'` � Xe 5 n-) �-"l.. � h ��` � `"'.*-•> �� ^,rte' . � ❑ Structure B ' t without permits rv_a ti` \�';° v ❑ Proposed Change of Occupancy (n to pre-'-., s use. EXPIRATION OF APPLICATION' .. Applications for which a permit has not been issued will�expire one year after the date of�applicatiJ 1n Zrrde o renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. _ For office use only: Notes: Application Received by: Date: Receipt number:a Amount Received: 1- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS O� V • aq� 7 County Center Drive, Oroville, CA- 95965 Phone (530)538-7541 Fax (530)538-2140 6L� V PERMIT APPLICATION DATA SHEET /) OWNER: VC v l ASSESSOR PARCEL NUMBER 04 - v 64� Proposed Building Use: ( J / Counter Technician: "D�A Date: _ a Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in o der to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ ':`t. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Q . r. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner Hazardous Material Form - 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . ❑ 17Fire Sprinklers............................................................................................ R' • 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by .. ❑ 19. Soils Report and/or Engineered Foundation required...........................................� 7 20. Erosion Control Plan Required...........................•........................................ .. ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit........................................................................ l 23. California Department of Forestry plan approval ❑ paid. Sent by: ......•...... 24. Planning approval (A) Use:C>K(B)Parking: (C) Parcel Check: -4P ❑' 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form..........................................................................•.................. !K"27. Encroachment Permit for driveway from the Public Works Dept ..................... •..... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification): .................. ❑ 30. Worker's Compensation Carrier and Policy Number ............................................ ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization ...................................... :............................. 33. Recorded copy of Agricultural Acknowledgment Statement ........................ I........ El34. Manufactured home utility clearance.....:...........................f............................. ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37tt rantpeeed, ❑ M.H. Tit e/Statement of Facts, ❑ Let ger "from Legal Owner, ❑ Check to H.C.D. $ ❑ er ���c /l _ - - ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant�►, o Date: 4- 1- 0 Lf 1. Index permit applicat' for the ebove items numbered: Plan Check Letter 2. Additional items reauf d ..0-Iy on rac esi own , was advised of the above data by ❑ phone, ' ail, ❑ counter, by 1� Date: � o y 'A Contractor, designer, owner was aOf t dvised of the abo e d to ❑ phone, ❑ mail, ❑ counte b Date: Plans reviewed by: Date:412-164Plans approved by: Date : f7 Structural reviewed by: Date: .3 Structural approved by: Date: 10,f Note transfer by: DatrIf!:7�-ZL-SA Yellow: Building Division `� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner V Location E.H. USE ONLY Plot Plea Attached Roar Plan Ana ed S Sent to 9.0. c�ya-btu -�o� AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for36Jdwelling. Other arance O.K. for: NOTE: Environment a t S Date 8/96 COUNTY OF BUTTE IF DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 / nV' HEDULE OF RECEIPT OF FEES OWNER: l� vLaU(/z A.P. # O�y /01 /�6 PROPR SED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due........... $ -- Re iised Plan Checking Fee.... $ , /'b ' 4 Re DISTRICT FEES a a Y3 :3. aid at School District Office) (form available after Plan CAck) SHERIFF FEES (paid at Building Division) esidenrial............ X $360.00 = `� Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. i { mmercial (Sq. Ftg.).... X = $ Sq. Ftg.4mt. tr, 5 CREATION DISTRICT FEES j paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) Go7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ cone ff vmcs AML ommercial (sq. ftg.) ......... - X- _ $ M Sq. Ftg. .Amt.C[� ��%Q 10.OTHER� `� —1 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE u -7— O Pursuant to Government kle Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY PARKS DrnmpmxNT FEE cmikcmoN FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) 0 0 Property Owner L4 Project Location/Address Subdivision Residential Development: (check one) Lot Number(s) g0000'New Development Alteration/Addition Mobilehome(s) Non -Residential,_',,',, Total Number of Dwelling Units 4 k- 6 I z'/6 Y, Building _Depart '1ent Representative bate Chico.Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number ; (Street Address)" (City) (State) (Zip Code*) to Residential has complied with the requirements of Butte Co. Resolution No. 9.0-140, by RayRentfor dweldi­ ngunitS'n:Cof i-Ift' CARD Representative bate PAID BY CHECK NO.. REMARKS: BANK NO. C 9 S—_ 9, / IC) PAID BY. CASH RECEIPT NO. Distribution: White --Applicant Pink --'CARD. park.fee (form revised 11/90) WIVU4 WM7 2:15PKv - XXXTOTAL $11801.00 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept., School District A.P. Number Property Owner j Property Location/A -4, ell BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One foffnI per Building) Building Department No. Qq- 0257 7 Jurisdiction: 0city X -JCounty ............................................................ Deed' Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Comm 4 Sq . Footage ercial/Iridustrial AddMon,-: -4 --,---(Including,Exte r N 00 Roofed Areas) Building Department Representative Date District Identification No. School District certifies that A T"'(Applicant) (Street Address) (Phone Number) 0 (City) has complied with the requirements of Resolution No. 17 representing -- - d'- tR— square feet. School District ke—presentative Paid by Check # Remarks: (State) (Zip Code) 0 . 0<n $ by payment of cw- Zx? 1-2926 $ FULL MMGATION $ 6h - Date No You may protest the Imposition of the fen identified above by submitting a written protest to the District. In compliance wkh Govwnnmd Code Section 66020(a), within 90 days from the date fen am paid. Failure to submit a timely written protest will'Faft" you from challenging the Imposition of the fen In any court action. ff, subsequent to the School Dhdrld Represontathte signing this Butte County Schools Impact Fee Cortiftation Foran, the School 104strid Is entitled by the applicable Local Planning Agency that this prosect is being ie -la wunder the Celftnila Environmental Quality Act (CEQA� this p ni r I may be subject to additional school fees to fully mitigati. Its Impact on the WhW dMftft schools. White (applicant), Yellow (building department), Pink (school district.) ti feeform.4s (10/03)dnwn Subdivision Lot No. Residential Development 0 Q ..................... . ............................................................................. Sq. Footage 3 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # */Un fn"m4afi^n 1nan-41I—,% ............................................................ Deed' Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Comm 4 Sq . Footage ercial/Iridustrial AddMon,-: -4 --,---(Including,Exte r N 00 Roofed Areas) Building Department Representative Date District Identification No. School District certifies that A T"'(Applicant) (Street Address) (Phone Number) 0 (City) has complied with the requirements of Resolution No. 17 representing -- - d'- tR— square feet. School District ke—presentative Paid by Check # Remarks: (State) (Zip Code) 0 . 0<n $ by payment of cw- Zx? 1-2926 $ FULL MMGATION $ 6h - Date No You may protest the Imposition of the fen identified above by submitting a written protest to the District. In compliance wkh Govwnnmd Code Section 66020(a), within 90 days from the date fen am paid. Failure to submit a timely written protest will'Faft" you from challenging the Imposition of the fen In any court action. ff, subsequent to the School Dhdrld Represontathte signing this Butte County Schools Impact Fee Cortiftation Foran, the School 104strid Is entitled by the applicable Local Planning Agency that this prosect is being ie -la wunder the Celftnila Environmental Quality Act (CEQA� this p ni r I may be subject to additional school fees to fully mitigati. Its Impact on the WhW dMftft schools. White (applicant), Yellow (building department), Pink (school district.) ti feeform.4s (10/03)dnwn TO LARRY PAINTER KC 1 utUN 1 v niwr Lll SITE PLAN REVIEW APPLICATION Date:..;AP# y-o�! Permit Number (if applicable) OH -09S7 A-9 " Bin Number APPLICANT INFORMATION Parcel Size: f ry Owners Name: 10.46, V Z Lx r. Owners Address: l / ��`G�y o, Telephone No.: %-) --,3 Q 2 Email: Situs Address: Proposed Use: Residential _tm &-New Single Family jLesi4ential Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family. Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other .Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well 57 Agricultural Buffer Form ❑ Applicable ❑ N/A y DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER DICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved Resolve Problems Prior to Approval Site Plan Stamped Approved ate IN By D r" Page 1 of 5 -tea ALL ITEMS CHECKED AXPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: _ • Flood Panel No.: O S 2-0 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 r Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 r Applicable Development Fees:�'`� Standard Fees ❑ Fire ❑,School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -- -- ---Subdivision Map -Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) 0 A mrnmt Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the,time of the building permit. Parcel Created By I. Deeds: C., C> Date of Creation: —, 2 Legal Access Provided: ❑ No ® Yes Deed of Reference: oD Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: 11 No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[—] No ❑ Yes Comments: P `a 2— 0) D -- ntj 2, P--irJ ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). I, ❑ Construct road to: ❑ Meet Parcel size required by, zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 C Subdivision Map/Parcel Map: C H CJ V Z V tj a d z C.N A QZDS Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: -7 Page: 2 - Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. g Page 4 of 5 92-000648 1 Total Recorded I Official Records I County of I Butte 1 RETURN TO: Candace J. Grubbs I Public Works Recorder I Land Development Section 1:23pm 7 -Jan -92 I PUBL CERTIFICATE OF COMPLIANCE Issued to: Donald W. and Kathleen M. Hayes Jr. 4444 Bell Road Chico, CA 95926 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on a private drive approx. 1400 ft. east of Meridian Road and approx. 1350 ft. north of Bell Road. Northwest Chico area. 2. Assessor's Parcel Number: AP 42-01-42 Description : All that certain property located in the County of Butte, State of California, more particularly described as.follows: Being Lot 11 as shown on the subdivision map of "Chico Prune Orchards", according to the Official Map thereof, filed in the office of the Recorder of the County of Butte, State of California, November 3, 1913 in Book "7" of Maps at page 27. TOGETHER WITH all rights-of-way as shown on said subdivision map. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter'20-167 and Government Code, Section 66499.35 (b), to protect the public health and public safety: 1. Provide evidence that the parcel complies or can comply with the sewage disposal requirements of the Butte County Flood Plain Ordinance. %errge P 42 1-4 55 nd 5 in one�APNnNNh"*%Nt �spo 10 the is Orcd t�, h t s not eve d p e o ro rt . County of Butte Subdivision Violation Committee END OF DOCUMENT END OF DOCU 9EN'T . 00 X 1 t, BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and,return with the required site plan to: Development Services Department, 7 County Center Drive; Oroville, CA •(530) 538-7601 Name:��� Phone: 7 7— 36 f Mailing Address: Iy co (,et41� � e t' . f se CA 5 Q� E -Mail address Assessor's Parcel Number. _ 0 I 2 - 0 Q - 1©6 ©©D Reason you believe you qualify for the unusual circumstances exception: .^ /N IN Owner or Authorizq { Agent's signature 3--.-a4 0L Date An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. 'SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ...............................................................:. ............................................... , Internal Dept. Contact Info:"""'••••••••°••••°•••••�•••••••• ❑ Env. HealthManning ❑ Bullding El Other Contact Person: I ` . ' Phone: - FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ...................................... •..................... ........................................................................................ ForAgricultural Commissioner office use only: (to be completed after submittal)"""""""" DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended [k Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: �r r ,. 1k tr- Agricultural Department Signature: Date: YMc T7/031 AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Assessor's Parcel Number: 042-010-106 COPY of Document Recorded R 01i -Apr -2004 2004-0018292 Has not been compared with original BUTTE COUNTY RECORDER This Notice of Compliance is hereby issued by the County of Butte to certify that the condition(s) imposed on the Certificate of Compliance, recorded on January 7, 1992, under Butte County Serial Number 92-000646, have been fulfilled to the satisfaction of Butte County on property identified as: Issued to: Thomas R. & Sheila E. Vickery, Trustees of the Vickery Family Trust 15029 Woodland Park Drive, Forest Ranch, CA 95942 Property Location: On the north side of Angelena Way, approximately 1400 feet east from its intersection with Meridian Road. West Chico area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local , ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit . or permits, or other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte County Code Chapter 20-167. State of California, County of Butte, on Apri1_1,2004 , before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THOMAS L. BLIXT, NOTARY PUBLIC County of Butte J� STUART EDELL NOTICE OF COMPLIANCE - Page 2 Thomas R. & Sheila E. Vickery, Trustees of the Vickery Family Trust AP 042-010-106 "EXHIBIT "A" All that certain real property situate in the County of Butte, State of California, described as follows: j BEING Lot 11, as shown on that certain map entitled, ""Chico Prune Orchards", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on November 31 1913, in Book 7 of Maps, at page 27. RESERVING THEREFROM a non-exclusive easement for ingress and egress and for public utilities over that portion of Lot A lying westerly of the centerline of Mud Creek, as shown on said map. TOGETHER WITH all rights-of-way as shown on said subdivision map. National. Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: \) % C �S E (1 By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 4 •hi AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Pl&d I., &i�j Ion // 45 4awu on Art eent%riW,00p eWf?leJ, G%i�eo loRoNe OQdlNlll %4 & O W,":!;Av 1;q ire ice 6>< o�' eCo�*rtq � e o�CA�}oea��s�� oa r/&0 �ook Z WAY ) kt pje .4, 1. Rev/�J AB"w n NOrv-�rcSrve 0"65A,y,e'./t -fv,Q /Algte 04 S ,¢nj fVA fdWl2A��S 0✓ere G�fa1'Pva�ia;l�of/� `,fiN� weste� �z2 Cene�Ne �i/Yla��iPpe�c�AS Obwn! BN,54id . Date 4/z/a State of California County of Bt^;�VQ, PRO RTY OWNERS: 0 VYI U S (� personally appeared Th � � �� )_ fd' ,6h 11 a I @ — V L CG_V NV ersonally ,known to me (or proved to me on the basis of satisfactory evidence) to be the perfonUs whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/tom executed the same in his/her/theme authorized capacity(les), and that by his/her/their signature(s) on the instrument, the persons or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand p oVicial seal. , / _ X Signature, A.P. # X24010-104- - ---------- DIANA ` 2 "'0 -104 - DIANA M. LOGSDON COMM. # 1422159 NOTARY PUBLIC-CALIFORnIA COUNTY OF BUTTE Comm. Expires July 2, 2007 2004-002 1 -Eq-7:L AND WHEN RECORDED MAIL To. BUTTE COUNTY BUILDING DIVISION Recorded Official Records I REC FEE 7.00 I CONFORM 1.00 7 COUNTY CENTER DRIVE nej-7 OROVILLE, CA 95965 Count Of I bq- i4 CANDACEUJ.EGRUBBS I Recorder I y5P ROSAssistantARY KSON Travis 09:08AM 16 -Apr -2004 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Pl&d I., &i�j Ion // 45 4awu on Art eent%riW,00p eWf?leJ, G%i�eo loRoNe OQdlNlll %4 & O W,":!;Av 1;q ire ice 6>< o�' eCo�*rtq � e o�CA�}oea��s�� oa r/&0 �ook Z WAY ) kt pje .4, 1. Rev/�J AB"w n NOrv-�rcSrve 0"65A,y,e'./t -fv,Q /Algte 04 S ,¢nj fVA fdWl2A��S 0✓ere G�fa1'Pva�ia;l�of/� `,fiN� weste� �z2 Cene�Ne �i/Yla��iPpe�c�AS Obwn! BN,54id . Date 4/z/a State of California County of Bt^;�VQ, PRO RTY OWNERS: 0 VYI U S (� personally appeared Th � � �� )_ fd' ,6h 11 a I @ — V L CG_V NV ersonally ,known to me (or proved to me on the basis of satisfactory evidence) to be the perfonUs whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/tom executed the same in his/her/theme authorized capacity(les), and that by his/her/their signature(s) on the instrument, the persons or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand p oVicial seal. , / _ X Signature, A.P. # X24010-104- - ---------- DIANA ` 2 "'0 -104 - DIANA M. LOGSDON COMM. # 1422159 NOTARY PUBLIC-CALIFORnIA COUNTY OF BUTTE Comm. Expires July 2, 2007 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISIONJ 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 (�(��� COPY of Document Recorded bA�V"I 16 -Apr -2004 2004-0021971 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte,SState of California, described as follows: , R� � ros e ice 6F ! °ads �� ie 49&,4 pf ao..�W e o� �� � va ��m4e 3 /9/i3�. ti. � 00k Z A41.5 k( � Je .4, 1.lR� vii Ae►ae, 6K k ovoa _ 6s1' e �s��t �v,Q /ate,d �. xs �� � lwa d ies ov4& AA1;f>a two X4f/`1 ,4iaj We5&4� f%ze Cesz e�aQ a%la��t?Qe% AS r$�Zownl eNv9���1Af. Date State of California County of 'bU±�Q, I personally appeared ly> Skhela — G ersonall .known to me (or proved to me on the basis of satisfactory evidence) to be the perfonUs whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/tom executed the same in his/her/their authorized capacity( Les), and that by his/her/th�signature(s) on the instrument, the persons or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand A4,0j�cial seal. , r _ X / Signature A.P. # ®% !�_ 0l 0 —/OK - DIANA M. LOGSDON ' COMM. # 1422159 NOTARY PUBLIC-CAUFORNLA COUNTY OF BUTTE Comm. Expires July 2, 2007 Verticaffechnology er Engineering MwoLrdoAe#X0,0x4CkqS% ech PK PD) fflMM r�x(5o) 899-11M March 23, 2004 RE: Vickery Residence, Welding Way, Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Design Assistance dated 2-18-04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely,go. 87 ��,"%fa�4,��. Mike u ley S.E. Cod e e2n,ri wad 1 Ce 1Cih C�ncc ren C�n�rQc�oP RESPONSE TO PLAN CHECK Project: Vickery Residence Lot #11 Welding Way . Chico, CA APN: 042-010-106-000 Building Permit Number: 04-0957 Structural Plan Check Comments: 1) See revised plan sheet 5. 2) By others 3) See revised ,plan sheet 5 for added' MTS12. 4) By others 5) By others 6) See revised plan.sheet 3. 7) See revised plan sheet 3. 8) See revised truss calcs and attached calc. 9) See note on plan sheet 5. 10) 'See revised plan sheet 2 and attached calc. 11) See revised plan 12) See revised detail 1/3 13) See revised detail 1/3 14) See Philo for discussion 6/28/04. 15) By others 14 COMPANY PROJECT odWorks® SOFFWAREFOA.WODD DFSJCN Design Check Calculation Sheet Sizer 2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? D4 DL Dead Point 636 2.00 No D4 LL Live Point 391 2.00 No D5 LL Live Point 391 4.00 No D5 DL Dead Point 636 4.00 No E1 DL Dead Point 1655 6.00 No E1 LL Live Point 1015 6.00 No E2 LL Live Point 552 8.00 No E2 DL Dead Point 900 8.00 No E3 DL Dead Point 900 10.00 No E3 LL Live Point 552 10.00 1 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 01 41, Dead 2065 2783 Live 1231 1670 Total 3296 4453 Bearing: 190 fv/Fv' = 0.76 1.0 1.3 Length Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x9" Self Weight of 10.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBG -UBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=Dsi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear fv @d 144 Fv' = 190 fv/Fv' = 0.76 Bending(+) fb = 2326 Fb' = 2400 fb/Fb' = 0.97 Live Defl'n 0.18 = L/730 0.37 = L/360 0.49 Total Defl'n 0.63 = L/208 0.73 = L/180 0.86 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 13412 lbs -ft Shear : LC# 2 = D+L, V 4443, V@d = 4435 lbs Deflection: LC# 2 = D+L EI= 560.41e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live,Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Q",,SE -To vi -.E -M %0 Belam Sizer Design Program g VerTech Engineering Project: Vickery Residence Date: Location: Great Room Header 6/24/2004 ❑ Valley Beam Slope of roof 4 :12 Select Beam Width 5.125 in . Dead Load 23.5 psf ❑ Round Member Live Load 16 sf 24F -V4 Glu -Lam w]P ❑ Horiz. Member TULL Defl. Criteria (U) 240 360. Fb' 2392 psi Length of Beam 12.5 ft Fv' 190 psi Width tributary to beam: 28 ft Unbraced Length 2 ft Height Required 11.4 in CD 1.00 CF 1.00 A Req'd 56 in^2 CM 1.00 Cv 1.00 S Req'd 112 in^3 Ct 1.00 Cfu 1.00 1 Req'd 557 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 36599 le= 4.1 RB= 4.6 Fb*= 2400 Total Uniform Load 1142 plf Mmax 22297 ft -Ib Vmax 7135 Ib ❑ Shear at d from face? EI Req'd 1003 *10^6 #-in^2 IN RESPONSE TO PLAN CHECK Project: Vickery Residence Lot #11 Welding Way Chico, CA APN: 042-010-106-000 Building Permit Number: 04-0957 Structural Plan Check Comments: 1) See revised plan sheet 5. 2) By others 3) See revised plan sheet 5 for added:MTS12. 4) By others 5) By others 6) See revised plan sheet 3. 7) See revised plan sheet 3. 8) See revised truss calcs and attached calc. 9) See note on plan sheet 5. 10) See revised plan sheet 2 and attached calc. 11) See revised plan 12) See revised detail 1/3 13) See revised detail 1/3 14) See Philo for discussion 6/28/04. 15) By others Oi�/D.L/ a if COMPANY PROJECT 40.dw rks ' � SQh71VARE.FORWOOD OGS/GN• Design Check Calculation Sheet Sizer 2002a LOADS: ( Ibs, psf, or plf ) Load -DL Type Distribution Magnitude • Start End Location [ft] Start End Pattern Load? 74 Dead Point 636 2.00 No D4 LL Live Point •391 2.00 No LL Live Point 391 4.00 No D5 DL Dead Point 636 4.00 No 1 DL Dead Point 1655 6.00 No Point 1015 6.00 No Live Point 552 8.00 No L3LLive Dead Point 900 .8.00 No Dead Point 900 10.00 No Live Point 552 10.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : u Dead 2065 Design Value 2783 Live 1231 fv @d 144 1670 .Total 3296 Bending(+) 4453 Bearing: fb/Fb' = 0.97 1.00 Live Defl'n 1.0 0.37 = L/360 1.3 Length Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x9" Self Weight of 10.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBG -UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=Dsi. and In 1 Criterion Analysis Value Design Value Analysis/Desi n FACTORS: F CD Shear fv @d 144 Fv' = 190 fv Fv' = 0.76 1.00 Bending(+) fb = 2326 Fb' = 2400 fb/Fb' = 0.97 1.00 Live Defl'n 0.18 = L/730 0.37 = L/360 0.49 - Total Defl'n 0.63 = L/208 0.73 = L/180 0.86 ADDITIONAL DATA: LC# 2 LC# 2 = D+L, M = 13412 lbs -ft = D+L, V = 4443, V@d = 4435 lbs FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 . 1.00 1.000 1.00 1.000 1.00 1.00 2 -Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): Shear : LC# 2 LC# 2 = D+L, M = 13412 lbs -ft = D+L, V = 4443, V@d = 4435 lbs Deflection: LC# 2 = D+L EI= 560.4le06 lb-in2 / Total Deflection = 1.50(Dead Load Deflection) + Live -Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction - CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of.a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ' ti Res SE TO ITFE-PA %(:) Beam Sizer Design Program VerTech Engineering Project: Vickery Residence Date: 6/24/2004 Location: Great Room Header Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL -1.00 Fbe= 36599 le= RB= 4.6 Fb*= Total Uniform Load Mmax Vmax EI Req'd IF — V4 G L 6 ❑ Valley Beam 4 :12 Select Beam Width 5.125 in . 23.5 psf ❑ Round Member 16 psf 24F -V4 Glu -Lam � ❑✓ Horiz. Member 240 36Q Fb' 2392 psi 12.5 ft Fv' 190 psi 28 ft 2 ft Height Required 11.4 in 1.00 A Req'd 56 in^2 1.00 S Req'd 112 in^3 1.00 1 Req'd 557 in^4 1.00 Controlling Design Bending 1.00 4.1 2400 1142 plf 22297 ft -Ib 7135 Ib ❑ Shear at d from face? 1003 *10"6 #-in^2 IF — V4 G L 6 June 18, 2004 4 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Tom & Shiela Vickery 15029 Woodland Park Dr. Forest Ranch, Ca. 95942 Assessor Parcel Number: 042-010-106-000 Building Permit Number: 04-0957 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Chico Unified School District and the completed form returned to this office. 2. The enclosed park development fee form is to be completed by the Chico Area Recreation District and the completed form returned to this office. S RUCTURAL COMMENTS: . Provide drag trusses or specify shear wall continuous to the roof sheathing along wall lines ando 5lease specify model number of hanger supporting truss E1 at the girder. , Address note on truss K17 requiring a special connection to resist the "high uplift reaction." pecify model number of hanger supporting trusses M1 and M3. .2 C, (� q q f Please indicate how the jack trusses will be supported at the girder trusses. Pr vide adequate support for the 4.8 kip and 6.05 kip K1 truss reactions. P Ovide adequate support for the K23 truss reactions. The footings intended to support these ae��.►5 eactions are shown in the wrong location on the foundation plan. Please revise. Wyv-4 lease specify size and location of the beam indicated on the truss layout that is required to S, ort trusses D4 through E3. Also specify model number of hangers required to support e beam at the girder trusses. K >pecify size an sp ca ing of rafters and ceiling joists at field framing. Appears the 6x6 header at the great room is overstressed. Please provide calculations or ise. Provide adequate support for the lrl and D'3 truss reactions. 1, pecify embedment depth of the '/2" diameter anchor bolts supporting the 2x ledger shown on detail l on sheet 3. Please revise the hanger supporting the TJI's at the ledger to a hanger type listed for I joists. 1 of 2 TPlease provide supporting calculations for the foundation shown in detail Ion sheet 3 of the r1ease . Stem wall heights over 32" require engineering. 1 key all shear transfer details to the plans. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss•non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. µ Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer CC' Mike Hubley, S.E. 2 of 2 PLAN REVISION Owner's Name: 8 cShICIAP#:0!�l-r') (p BP#: Received By: Date:Time: ' !� c ,, f PM Contact Person & Phone Number: d2 OI,o6 �S aU� - r%5� �/ gl e)- "�/„/r: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Ins ector's Name: 2' Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: - ❑ Mail to Owner/Contractor at this address: ❑ Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 Apr 01 04 U8:37a Dr Tom Vickery MAR -30-2004 20;20 "'0 VALLEY TITLE 8 ESCROW rr, RECORDING RZ UEZID BY MID VALLEY TITLE AND ESCROW CO. AND W71Elrt REAORDUD MAIL TO! Thomas R. Vickery Shelia B. Vickery GA Qs�47— (530) 891-3449 p.2 P.02/03 Recorded I RM FEE 10.0 Off�iat rds ` TAX 242.08 of �. X195 I ReCDder Rasa tRYrDIC1 n I Assistant I D*ryl 09rlfli 04-Nar1Ell00 I page 1 of 2 —r -w AItowe This L:au: rnr Aecotda'a Use Onty A.P.Nl.. 042-010-106 DrdcrNo.; MC Bsctow No.: 21607ODMP GRANT DEED THE UNDERSIGNED. GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSPU TAX IS: COUNTY $242.00 [ X) computed on full value ofpr= conveyed, or l` computed on full value less vaitk of liens or eatumbrances temairring at tinea of sate, uaincogmfgted area; I ] Qty of _, and FOR A VALUABLE CONSIDBRATTON, Receipt of wbiob is hereby acknowledged, Batbleen M. Hayes, AN UNMAP"D WOMAN hereby GRANT(S) to Thomas IL Vickery. Trustee and Shelia B. Vickery, Trustee of The Vickery Fmttily Trust the following described property in the unincorpotatcd area, County of Buue State of Callfomta; See legal description attached hereto and made a part hereof. DENISE M. &11PCE 00N, IIA bfDTAtt1f F!l@ c e OQWWOF Rath sen N. Hayes Ceaueabh ae2A,� .tan. Document Daae: _ December 22. 2003 STATE OF CA11POONAQ)SS COUNTYOF onbeit'me -Ty I parsonaily npprem d // PL. L. 1o n ,n . . O� ponoomN ham" m me (w pro• f5on the bash or aatielhctoty evidence) lobe ate pee�on(a) boos name(a) islarc adbaeribcd to the witEsio iva mnou and aattnowfedged m;Aic t Wandity cu%Wd dm rune in hjgjhWtMi► avthahed capatWies) and iMt by ttir/hcr)rhoir g;4=j re(•) an the tommment the perton(a e Y upon belulf of which Me petson(t) scrod. er ecuted tba larttutusnt. WITNESS my Aced Of�jefa1 Seel. This atra for offtotal P 2 go Mail Tex Statements to: SAMBAS ABOVE or Address Noted Below RECEIVE® APR 0 1 2004 CU(Jtd7'r OF WM LAND W4ELOP ENT DIV Apr 01 04 09:37a Dr Tom Vickery (530) 891-3449 p.3 clu:20 ' —n VALLEY TITLE & ESCROW P.03iO3 Prejun nary Report Order No, BU -216070 DMP Desoription The land refeired to herein is situated in the State of Caiifomia, County of Buffo, and is described as follows: C I: BEING LOT 11, AS SHOWN ON THAT CERTAIN MAP ENt'flIM, °CHICO PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE 01"CB OF THE RECORDER OF TIigB COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 27, RESBRVING THEREFROM A NON EXCLUSIVE EASEMENT FOR MRF SS AND EGRESS AND FOR PUBLIC UMITMS OVER THAT PORTION OF LOT A LYING WESTERLY OF THE CENTERLINE OF MUD CUM AS SHOWN ON SAID MAP. APN 042-010-106-000 A NON-EXCLUSIVE EASEMM4T FOR INGRESS AND EGRESS AND FOR PUBLIC,UT1I,ifiBS OVER THAT PORTION OF IAT A LYING WESTERLY OF THE CENTE ujKB OF MUD CREEK, AS SHOWN ON 'THAT CERTAIN MAP ENTITLP,D, �lCM0O` PRUNE ORCHARDS". WINCH MAP WAS RECORDED IN THE OMCE OP THE RECORDER of THE COlyM OF BUTTE, STATE OF CALIFORNIA. ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE(S) 27. i .1 TOTRL P.93 CE APR 0 1 28o4 UJUJNTY OF VTM iIOMD DEFTE 14EW Dili Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director of Public Works, o f B u t t e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 May 11, 2004 CBOUTTEUNTY MAY 1 1 2P r4 (DEVELOPMENT SERVICES Thomas R. & Sheila E. Vickery . 15029 Woodland Park Drive Forest Ranch, CA 95942 Re: Notice of Compliance AP 042-010-106 Dear Mr. & Mrs. Vickery: Enclosed please find the Notice of Compliance that was issued by the Butte County Development Review Committee and recorded on April 1, 2004, under Serial Number 2004-0018292, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, 1 Stuart Edell Manager, Land Development Division SE/kp Enclosure cc:vlronmental Health Department Auilding Department Planning Division, ATTN: Larry o7 ' (III III III I IIII I I(Ilol II III II III II AFTER RECORDING RETURN TO: Butte County Public Works Dept. Recorded I REC FEE 10.00 Official Records I CONFORM .00 LAND DEVELOPMENT DIVISION County f 7 County Center Drive untyE CANDACE J. GRUBBS I Oroville, CA 95965 Recorder I ROSEMARY DICKSON I Assistant I Barbara 02:36PM 01 -Apr -2004 I Page 1 of 2 NOTICE OF COMPLIANCE Assessor's Parcel Number: 042-010-106 This Notice of Compliance is hereby issued by the County of Butte to certify that the condition(s) imposed on the Certificate of Compliance, recorded on January 7, 1992, under Butte County Serial Number 92-000646, have been fulfilled to the satisfaction of Butte County on property identified as: W Issued to: Thomas R. & Sheila E. Vickery, Trustees of the Vickery Family Trust 15029 Woodland Park Drive, Forest Ranch, CA 95942 Property Location: On the north side of Angelena Way, approximately 1400 feet east from its intersection with Meridian Road. West Chico area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte County Code Chapter. 20-167. State of California, County of Butte, on Agril 1. 2004 before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THOMAS L. BLIXT, NOTARY PUBLIC THOMAS L = rA00", Commission x€1371740 Z (Votary Public - Calftrnla y Z Butte County i+�y c=n. Aug 25, 2005 County of Butte r STUART EDELL v NOTICE OF COMPLIANCE - Page 2 Thomas R. & Sheila E. Vickery, Trustees of the Vickery Family Trust AP 042-010-106 "EXHIBIT "A" All that certain real property situate in the County of Butte, State of California,. described as follows: BEING Lot 11, as shown on that certain map entitled,"'Chico Prune Orchards", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on November 3, 1913, in Book 7 of Maps, at page 27. RESERVING THEREFROM a non-exclusive easement for ingress and egress and for public utilities over that portion of Lot A lying westerly of the centerline of Mud Creek, as shown on said map. TOGETHER WITH all rights-of-way as shown on said subdivision map. END OF DOCUMENT , �,r M! �T OT VICKERY RESIDENCE t Job Name: VICKERY RESIDENCE BRO X -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 259: 3.50• 1.50• BC 2x4 DFL #1 2 23-10- 9 259: 3.50• 1.50^ WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY ++++++++++++++++++++++ on the truss material at each bearing Nall pattern shown Is for PLF loads only. 7-10-15 , 3 12-0-0 9 15-0-0 LYS Concentrated loads MUST be distributed to Tc FORCE AxL BND csI each -ply equally. Onmultl=ply with hanjer.' 1-2 -5584 0.03 0.18 0.21 use 3" nails n71n. 117to 117e carrying mem 2-3 -7057 0.06 0.36 0.42 For more than 2 ply, use addiflo , if _J Off -7057 0.06 0.36 0.92 ers as Indicated from file back plys, or 4-5 -5584 0.03 0.18 0.21 any other approved detail (by others). I �0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. BC FORCE AXL BND CSI 6-7 5224 0.39 0.26 0.66 7-8 5290 0.40 0.10 0.49 8-9 5290 0.90 0.10 0.49 9-10 5290 0.34 0.15 0.49 10-11 5224 0.39 0.26 0.66 WEB FORCE CSI WEB FORCE CSI 2-7 285 0.08 4-8 1903 0.39 2-8 1903 0.39 4-10 285 0.08 3-8 -1180 0.07 Truss ID: Al Plating spec : ANSIITPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 111607 Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and ANSI/TPI 1.1995 or ANSI/TPI 1.2002. Cuntinuous-lateral_bracing-attached to fiat VC as Indicated. Lumber must be structural, grade. Brace@=24" o.c. unless noted. f• -r' PLATING-BASED_ON_GREEN-LUMBER-VALUES. [2-PLYI Nall w/10d COMMON, staggered(per NOS) I in: TC- 2/ft BC- 2/ft WEBS- 2/ft ED This design based on chord bracing applied' per the following schedule: max D.C. from to tt TC `F 24:00"7=10-15"16= 0= 0 This-truss'ls-designed-using-the-4 UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 24.00 ft Mean roof height = 10.63 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf -- -------LOAD CASE #1 DESIGN LOADS -------------- Dlr L.Plf L.Loc R.Plf R.Loc LLfrL TC Vert 64.00 0-0-0 64.00 8-0-0 0.50 TC Vert 160.00 8-0.0 160.00 16'0' 0 0.50 TC Vert 64.00 16-0-0 64.00 24.0.0 0.50 BC Vert 50.00 0-0-0 50.00 24.0.0 0.00 ...Type... lbs X.Loc LL/TL TC Vert 255.2 B-0-0 1.00 TC Vert 255.2 B-0-0 0.00 TC Vert 255.2 16-0-0 1.00 TC Vert 255.2 16-0-0 0.00 MAX DEFLECTION (span) : L/999 IN MEM 8.9 (LIVE) L=-0.11" D=-0.18" T=-0.29" T 4-5-11 4=0-6-1 I SHIP 41 0-0 0 4-0-0 i fit' v (�� ff<` ===== Joint Locations -i 2Z-4=0-0--\ AOS W C 1 0-0-0 7 7-2-0 2 7-3-12 8 12-0-0 7-10-15 i 7-10-15 , 3 12-0-0 9 15-0-0 LYS 1 2 3 4 5 4 16-8-4 10 16-10-0 11 24. 0.0 QUIRED CR 8-0-0 4 Q 6 04 0- 0 510# 51 _J Off T 4-5-11 4=0-6-1 I SHIP 41 0-0 0 4-0-0 i fit' v (�� ff<` -i 2Z-4=0-0--\ AOS W C 6 7 8 9 10 11 4� TYPICAL PLATE :1.5-4 I �0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. X75 Ei,ArR �.�`VA.A. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contac k4 a ng. Job: .EJ ` 4 # B#: VICKERY 7 cc k,ign A Jill nn ,,,,r,•,d„rJ n..udi„g...... /,,.n,vu ....I n,,u,pwen, n Jin., In ." 1,,....r,1 r,,,,/,ar;fi, r,rir,,,,11-1-idol r,r rh<• r, „.h,,,,,•„r ,...... i,r ,, , „d,l„na rurrI...re .,;,h .he . „rre,,, .•e„ ,n„ rr/"r7'l n d Al-*P,I d,.dgn , nuda,d, M, rr p,nrihili(r is n,.mmavi f dh,,,•,,,h,,,r I nrr..rn.,• nh.,rn.,;,,n, '� prior C' h GM. Eu Truss I D : Al ,i• ,u he rcr jirJ hr Jr: runyrcnrcn. vuuul(nr nuu, unrl.'nr M1uilding Jrc;gnrr n, fr.hrireriun. Thc huiLling Jrsigncr mu.a. ncnva.in Jud ,Ge laude Dsgnr: EC WE STERN WOOD ., ur;l;_eAun.hi,J.•sig,....ec,r.•.rrecJ.h.•luudg1, r..in,(,,,,rd� helur,dhaildi.,grnd.......h�.•pwindpplirn.i77-Inig nrnu., na.,unc,',hn„hcl"/,rhurJ i. rr,.,,.. hrnreJ hr ,hr ,nn/ nr pun.•,hrmbing and du• huuu,n rimrd A /m,ndh hrnreJ /q' rigid thing direr lr TC Live 16.00 psf P DurFacs L= 1.25 P=1.15 ®FABRICATORS n she nu.,rrin/ nsurluvl. wdrsr u,hcr,, n,ed flrnr.ng,r,n„„r. larin.ernr,.,ly„„n/'....rya.n..uvn,.u,h•rrunlr,u Jun•hurAhngleng.h. 1'lu,rn,nlau,nn.dnllnu,lu•Ill urrIill ,rn..,,,.,...hm,.drrrn„.rhe,nn;,,nrer.,n.,,n.q'd,rrnnrnne..reedl o•,n,drnrrn..,rr......... TC Dead 16.00 psf Rep Mbr Bnd 1.00 rplal,,rn.,inn Poll,irrnu.hrn,dle'i"'r"Ir .he and ll,w, Ihi„ru,s i m nr rn.dunre ,rd, dli u.ru g str,nJw.(s: 'mlw� neTucs nr r,,,,rnl. •,l,w7nry I : 'll'Tf ;1 /' - II'nnd T.vsa l.il 'ma,r 7 BC Live 0.00 psf O.C.Spacing 2-0-0 3700 RIEGO ROAD, ELVERTA, CA 95628 y(111-irnS,nn.1-d11-ign lfr..lr.,,.,ihi/l.h•,.7(: hvul.lxG hv.'nu.l.lNr,.I•wl llx.ICINGkiltIAL f9..Il'h('nNNl-.7E011001) T/tlp'.clii' 'll/N BC Dead 10.00 psf Design Spec UBC -97 . (///:-VIl and Yf S'//A/d/.IN/'J'//(:h.'7"h/ 717. 7'l.a• 1'ru>., I'I•nc (r..,r.,�,r t 771 is hu:n,eJ u, n'(Inu(riu /b il, A(u lisul.. 11'i..ru,,sill 3J719. 1'1,c An,erh,,, i.re.v ru.J / -al -,1-in.iun l.IFlb() a turn, d,,1 /III 19,h Sv-.. NJ 11 ,S, Ynrl 1Ill, h;ugrnu. rK.,?00.16 TOTAL 42.00 psf Segn T6.4.12 - 0 ft Job Name: VICKERY RESIDENCE . ' ��F5c-AON ( F Truss ID: A2 Drw : BItG x -Loc REACT size REQ' D TC 2x6 OFL #2 1 0- 1-12 1344 3.50• I.2x4 DFL #1 Plating spec : ANSI7TPI - 1995 This design based on chord bracing applied 3-4 So. 2 23-10- 4 1344 3.50• 1.50• BC 2x4 DFL #1 BR REQUIRENENTS shown are based ONLY WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per,the-lollowing_schedule: max o.c. , from to on the trues material at each bearing Drainage must be provided to avoid PLATE VALUES PER /CBO RESEARCH REPORT #1607. TC 24.00" _ 9.10-15 14. 0. 0' ponding. PLATING BASED ON GREEN LUMBER VALUES. Loaded for 10 PSF non -concurrent BCLL. Continuous_ lateral_bracing attached_ to_ flat This truss`Is-designed using the UBC -97 Code. re -ones AxG erm CSI 1-2 -2256 0.02 0.15 0.18 TC as.lndlcated. Lumber must be structural Bldg Enclosed =Yes, Importance Factor = 1.00 2-3 -1974 0.07 0.11 grade. Brace Q24" o.c. unless noted. Truss Location = End Zone 3-/ -1857 0.07 0.47 0.50 0.50 Hurricane/Ocean Line = No, Ex Category B , 4-5 -1929 0.01 0.11 0.13 Bldg Length = 90.00 ft, Bldg Width = 24.00 it 5-6 -2255 0.02 0.16 0.18 7 8 9 10 11 12 13 Mean roof height= 10.97 It, mph = 80 yrs j UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE AXL BUD CSI Q` 7-8 2083 0.31 0.10 0.42 ' 8-9 2080 0.31 0.06 0.37 '" / 9-30 1850 0.28 0.08 0.36 TYPICAL PLATE: 1.5-4 10-11 2079 0.31 0.08 0.39 11-12 2079 0.31 0.06 0.37 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. ,. 12-13 • 2082 0.31 0.10 0.42 WEB FORCE CSI WEB FORCE CSI L <. a -e 72 0.04 4-10 257 0.11 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. MAX DEFLECTION (span) : 2-9 -295 0.10 5-30 -296 0.10 L/999 IN MEM 9-10 (LIVE) 1-9 253 0.11 5-12 73 0.04 - L=-0.07" D=-0.11" T=-0.18" 3-30 38 0.03 -"�'� . ,����� ® - ____=Joint Locations 'i a 1 0-0-0 8 5-4-14 ru fn he ,,•r'i%,cJ A1' Ihr r'n,np,n,•xr uuu,uh,r,urr•r nn.building d-iAnc, /u,n,• ru (rM';rruinn. 7'hc hnih/inx Jr.,ixnrr...u,n n.. ..... j rlinr rh,! h 1, 2 5-4-14 9 9-6-12 Dsgnr: EC 3 9-6-12 10 14-5-4 WESTERN WOOD d.,;g,, ,..e,•, ", ...reed d,.! Ilh,g i,n/n,..:J hr,he!ural h 1di"g n.d.• rn. 10',, J,a,,a, 1 "J.J,r„ r.d".,. 7h. J.:.ixn ....n,nn., d,.,nn,• rn/, ror„J ;, l..,.rnR, nr..red 4 14-5-4 11 17-0-0 TC Live 16.00 psf P "''� 5 18-7.2 12 18-7-2 9-10-15 9-10-15 6 24.0.0 13 24.0.0 1 2 3 4 5 6 7 0.0-0 0 4-04-0 0 - 0 . ��F5c-AON ( F o Q F 1 4-0-0 I 4I-- 0-0 ti 4w24=0=0- ----� �l = No 0-01 LID 7 8 9 10 11 12 13 yrs j Q` '" / ATE OF GPS TYPICAL PLATE: 1.5-4 w��y /2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. ,. ``"' ii, •s "� 1^'' � �'� Scale: 5/32" = it L <. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng• JEJs�VICKERY This des, , .ad �g„ ;, �„• n, �,d;anl n„adh,g 1, h r� r.n..Jx,..<"d..", ,,,,......,•.,.,,,. rr, n.e„ &-dn,,.,'/k•,'gi,'rnin,,., /,,,,�•e n,•,l,a• n,,, /x,,,a•,n ,,,.rnrn„:•. ;J,:rl,r� Chk • CM � t,°V ~ -"�'� . ,����� ® uuI d .... u,... rm'. .ri,h lh. rw,\•n, .rr..i",ac r.17'l'/..,.J AT/':I J:.ign a,nnrhu,l. ,\'n rn yxu,>'ihih',i� i.. nsau,nrJ/u' dinnn.innnI nar...... • l)inu•,,..iuna 'i a I D . A2 ru fn he ,,•r'i%,cJ A1' Ihr r'n,np,n,•xr uuu,uh,r,urr•r nn.building d-iAnc, /u,n,• ru (rM';rruinn. 7'hc hnih/inx Jr.,ixnrr...u,n n.. ..... j rlinr rh,! h 1, Dsgnr: EC . y ' WESTERN WOOD d.,;g,, ,..e,•, ", ...reed d,.! Ilh,g i,n/n,..:J hr,he!ural h 1di"g n.d.• rn. 10',, J,a,,a, 1 "J.J,r„ r.d".,. 7h. J.:.ixn ....n,nn., d,.,nn,• rn/, ror„J ;, l..,.rnR, nr..red TC Live 16.00 psf P "''� Fac 5 L=1:25 P=1.15 ®FABRICATORSa.,,.....nh,,,..alma,.ae,h.•..."..e.re. Qr,h..• rar, nr /7om shca,hing anJ,he Mnmm r hurrl is la,c,,,llp nrnr cJ Ap n rigid.vhead.;ng ma,crinl dir.r,le annchcd. u.dr.., u,h.nrlm wed 11 h'gxna..,ri,fa fan•ru/..up/x,r,o%ru��.....,u.nien,lxsuuh ru,rdur•hu kliuyleu;nh 7,,i,rn,,�nna„1,/ndl,n„I,,Id-edI'l TC bead 16.00 psf U� Rep Mbr Bnd 1.15 .......... ..im..,,.ah.e........ii;..r...l"rr...... ....,..r. .... yd".e. ....... i"...Ian,hm.•.1 1/,•.h,,,.,R uuI Mm. du.+ u„... in m r.udnnrc reil6 d,.7ulluuv,g ..suularJs. 'JUIN'/'OET I//..1'• 1,, 'I'ru.runl, 1IAWY 77'1 1: 117T A V. 115u,J Trus f bunrit � BC Live 0.00 psf O.C.Spaeing 2-0-0 5700 RIEGO ROAD, ELVERTA, CA 95628 rJ'iL„rrira durd 1)-ig,, Raq- ihifili.a. 71.I OLINGIN.11:11.1.hV(i slNl,fIR:I .ill: P/_171"CONN/:' TED WOOD 7Rucses• � BC Dead 10.00 psf Design Spec UBC -97 . nnJ'I f/11.91 til/AWIaRI' 3/I£li7"hT 'I'!'l. The liu,.c l7a,c hrs,7,me !'I'l'l/ is furua•J ra 11•p u,lrin /lri.rx AlaJisun. 11'isr,u,.iu SD/9. Th.:Ir...,iia ra,a;,r...,a..d/'"l,ar,l.<.nrin,i.",rIPA 1)c, laar,ree rn nil lv,hsr..cNW. sl.,rnu, Ira.d,h,go.,,. ur20f1j6. TOTAL 42.00 psf Segn T6.4.12- 0 Job Name: VICKERY RESIDENCE Truss ID: A3 Drw : BRO x -LOC REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSIITPI - 1995 This truss Is designed using the - 1 0- 1-12 1344 3.50• 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. ' 2 23-10- 4 1344 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 BRO REQUIREMENTS show are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location =End Zone on the trues materiel at each bearing PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line = No, Exp Category = 8 Bldg Length = 90.00 fl, Bldg Width = 24.00 ft • TC FORCE AxL BND CSI Mean roof height = 11.31 it, mph = 80 1-2 -2254 0.02 0.14 0.16 UBC Standard Occupancy, Dead Load = 26.0 psf 2-3 -1986 0.02 0.17 0.19 3-4 -1986 0.02 0.17 0.19 i.. Imernlly M1rnrcJ hp drr rnofmfluur shcurhing unJ Ju• Mnnnn rhur</ is In.ernl/y hrureJ hr n rigid shemhing nunrrinl Jircrdy nunrhed. 4-5 -2254 0.02 0.14 0.16 DurFacs L=1.25 P=1.15 BC FORCE AEL BUD CSI uulrss ndu.•nrise nnrcd Hrneiags/unrni.a�mGncrnl.ni'l."rut'ruu.p.un•rnsnu•mMxsonlyurrrdurehurklinglen,gdi ndrrnrnprmemshnllnnlhe•ph-di+„„„ .nnarn,..nr,..d.mui/lrnn.red.cn...i....... .......... nf,he..nada,rnredl9eenndirrrn.r,rrn„nera,rphnernnnshnr 6-7 2086 0.27 0.22 0.49 7-8 1424 0.15 0.26 0.42 8-9 1424 0.15 0.26 0.42 9-10 2086 0.27 0.22 0.49 WEB FORCE CSI WEB FORCE CSI 2-7 -378 0.07 3-9 587 0.24 3-7 587 0.24 4-9 -378 0.07 MAX DEFLECTION (span) : U999 IN MEM 7.8 (LIVE) L= -0.09" D= -0.14" T= •0.23" ===== Joint Locations 1 0.0.0 6 0-0-0 2 6.4-14 7 8. 3. 4 3 12.0.0 8 14-0-0 4 17.7.2 9 15-8-12 12-0-0 I 12-0-0 I 5 24-0-0 10 24- 0. 0 1 2 3 4 5 0 -4.00 6-6 4-0-0 I 4-0-0 *24=0=0>! TYPICAL PLATE: 1.5-4 uy All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless.noted. OF % 8/2004 Scale: 5/32" = V s Jse4�, WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. JCV. &.0 JOB#: VICKERY rhk dreigu is by nn in liridunl huihling rum/unrrnr aur uve...y:ve... h l hr,•n Nord un sI., fr" riun.I hh•d lry nl ruuV,..uvn ...nfiuv."r,. Chk' CM v ,e nd,hum in nr.....I , ,,.iU, rbc ,ulna,,, ,,,,,, of77•l and •I1.7•A d-ig„ ,,.,,,,I is. Nn r..•j.,n ihiIiq i............l fi,r d„n.r,,.,in,+. I n „ rr rngt I N,nc,,.,Lm.. Truss I D : A3 'c m fa• veriJi'd by rbc hui/Jiug JcaigncrI d w fi,b,irnliun. Tlu• MrfWing dosis ,rr nnn9 --in 0 1 rhe land, Dsgnr: EC milix•J m+ rhis derign u,ccv sr evecd the luudi„g inj-d by rhe Inrrd building rod • an l rhe pn li-lar nppli-don. 77.c design n.csuu,es dun du• rap r/mrd WESTERN WOOD i.. Imernlly M1rnrcJ hp drr rnofmfluur shcurhing unJ Ju• Mnnnn rhur</ is In.ernl/y hrureJ hr n rigid shemhing nunrrinl Jircrdy nunrhed. TC Live 16.00 psf DurFacs L=1.25 P=1.15 ®FABRICATORS uulrss ndu.•nrise nnrcd Hrneiags/unrni.a�mGncrnl.ni'l."rut'ruu.p.un•rnsnu•mMxsonlyurrrdurehurklinglen,gdi ndrrnrnprmemshnllnnlhe•ph-di+„„„ .nnarn,..nr,..d.mui/lrnn.red.cn...i....... .......... nf,he..nada,rnredl9eenndirrrn.r,rrn„nera,rphnernnnshnr TC Dead 16.00 psf Rep Mbr Bnd 1.15 lnh,irnrr.hnndie.invai/ BC Live O.00ps( O.C.Spaeing 2-0-0 and blare This 1, uss in nr,inil re ,cilh On,(dlmring sin n I (is: JOINT DETAILS' by 71vsu•al. ANSY7711 1'. 'II''TCA V. II}n,d 7',- Cuunril r f.l,.,r,trna'.n„dnrdI1•sfg„Rrs/uu,sihilfric..ItbVI'LING INSEILLINGINOHIL 1ClNGAIETAI.PIATb[ONNETEDmow)r/7ltaehs BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95926 .71!/N 9Il ,uW '/fIN 9! .Y//.1/.1LIR 1'.1'/IE/:l"hr 77'/. the Truss ll/ Ins ilnle ITP/) fs /armed n. U•On, filo Uri,•e. At lisan. II'isrnnsin 1)719 - The.lu,rr;rnnPurrs,anJPnper.Lsn,ln.inn GuP:gL,n,rmednrIla/9msalsa.Nil. sreghn.n'nshinglnn.00X)036 TOTAL 42.00 psf SegnT6.4.12- 0 s Jse4�, Job Name: VICKERY RESIDENCE Truss ID: A4 Drw : ERG 1 Y -LOC 0- 1-12 REACT SIZE REQ'D TC 2x6 DFL #2 1902 3.50" 2.03° BC 2x4 DFL 2100F-1.BE Platingspec : ANSI/TPI - 1995 P This truss Is designed using the 2 23-10- 4 2635 3.50^ 2.81^ 2x4 DFL #1 6-8 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. BRC REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Bldg Enclosed =Yes, Importance Factor = 1.00 Truss Location = End Zone on the trues material at each bearing Permanent bracing Is required (by others) to Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No Exp Category = B TC prevent rotation/toppling. See HIB -91 and PLATING BASED ON GREEN LUMBER VALUES. , Bldg Length = 90.00 it, Bldg Width = 24.00 It ' 1-2 FORCE AYL BUD CSI ANSI/TPI 1-1995 or ANSI/TPI 1.2002. NOTE: RIGHT OVERHANG DOES NOT WORK UNLESS Mean roof height = 11.31 it, mph = 80 2-3 -4446 0.08 0.26 0.35 OTHER PROVISIONS ARE MADE (PER THE BUILDING UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 -3994 0.08 0.44 0.52 DESIGNER) TO REDUCE THE OVERHANGS STRESS/ ----------LOAD CASE #1 DESIGN LOADS ---------------- -4292 0.09 0.41 0.50 DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. Dir L.Plf L.Loc R.Plf R.Loc LLITL 4-5 -4931 0.12 0.45 0.57 Maximum Unsupported Right TC OH = 3.10.9 TC Vert 96.00 0- 0. 0 164.00 24- 0- 0 0.46 BC Vert 30.00 0- 0- 0 60.00 24- 0. 0 0.13 BC FORCE AYL END CSI 6-7 - 4128 0.62 0.32 0.95 7-8 2965 0.38 0.38 0.76 8-9 2965 0.29 0.33 0.62 9-10 4556 0.44 0.33 0.77 WEB FORCE CSI NEB FORCE CSI 2-7 -646 0.11 3-9 1429 0.58 3-7 1051 0.43 4-9 -892 0.15 MAX DEFLECTION (span) : L1999 IN MEM 7-8 (LIVE) L= -0.16" D= -0.26" T= -0.42" ===== Joint Locations - 1 0.0.0 6 0-0-0 2 6.4-14 7 8-3-4 3 12-0-0 8 14-0-0 12-0-0 4-17-7-2 9 15.8-12 1 2 13 12 5 1 5 24-0.0 10 24-0.0 4 00 -4 00 6-6 � 'q2 /... ` / `tel C_ F tl� � TYPICAL PLATE: 1.5-4 6 7 8 9 1 F��RO����� ��• S' li:l � ;�Q' P R ATF OF 004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/16" = 1' WESTERN WOOD ®' FABRICATORS 7700 RIEGO ROAD, ELVERTA, CA 45938 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. IN, design isl,r ur /odAhN, l huilding r,n..1,umu. "w h..... ;v,cu,. It his hccn lx,red on speri(ra.inns prurided by the ruuyw„c,,, ,nnnufr,,.mrer and dine of 7'l in nrrurJanrc rei,h the runrm ,r.•r:iu.,.. '/ nud Ah'l'.1 desigda n .vnnrds. Na resrymxihilin- A, a ,,m d,fnr dluuusiannl nrrurnrp. Dina naions rc m M ecr fad by Zhu -q o...... turcr nnd'ur huilding deeig.,rr prior m fnlu irn.im,. 77,1, huilding designrr moat nsrcnnin.hnt me land. wilicad un thin deaigu naet ur err sed the Inn ding imputed bl the lucnl huilding rude rn,d rlre /uu ri<adnr n/ plicmiun. 7'he decip w.....,ea thw the mp rhnrd i.r Im rnllr hnn•J hr ,hc ruufur /luo �.ahend,ing m d the Mnrnm rhurrl is Iraernllp hrnrcd hp n rigirl.damhing uuncrinl dirrrd)� nunnc�d. unle,:v op,enriae nwed 11 .... mg.,hn,:nisf,,,dun,rI"gV .,la%,any.,mnu,n,nnM•r..onh....... rehmAhuglaugrh Thi,.",,,III r"'.hrdlmnlw•III IiI ,•„:n,.,m1:-,wI,/I, ems,nui"... ...,,,,,,,.,,1,he,nnd,ne.,rr:.ur!.:•,.,. ls......... ....,...... yda,er" ,in.. a},hriro,e.hln,dl`'",.,WII and huts /hie buts in auvn'dnn/'e 1,11h (he liIII ing,vund Vs: JOINT' 0EIAILS' A,. 7- -1. ' Ni1771'p1 1'. '1177.-I V. 11'oud T nas ('nuur•il r er/rn.l)n.,dord lkmp,11a•,p„nxiN1i.its,'II. INI)/.hVf; IMSTALI.IA'G'INI)021('1NGAIET.1/.l•1-77'FCONNECTE1.) n'()()/)7'g11.KI;h'.e• . (l/Ih.9l)and •1118.9l SIMIJI:1!()•.171/:ET'h: 7'/'/ 7'ha T,v.0 l'In,r ln.,.i.u.e 07-0Ish n ed u, !)YAu f ell DIA -VII ism,. 111,ru,,,io !J7/9. 771e.I,,,<,;rm, hwrxt mid PI p"I' d "ialim, (AFA(l t, h.rm:dw nil 191, Strew. MKS,, 800, 11I,hh,gln,,, ur.aw6 Eng. Job: EJ. Chk' CM Dsgnr: EC JOB#: VICKERY Truss I D : A4 TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spaeing 2-0.0 Design Spec UBC -97 Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Chk: CM Truss ID: A5 Drw : ERG x -LOC REACT SIZEREQ, D TC 2x6 DFL #2 _ 1 Plating spec : ANSI/TPI - 1995 - This truss Is designed using the 0- 1-12 1902 3.50• 2.03• BC 2x4 DFL 2100F -1.8E THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. - 2 23-10- 4 2298 3.50• 2.45' 2x4 DFL #1 6.8 BRG REQUIREMENTS shornare based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 on the truss material at each bearing Permanent bracing Is required (by others) to PLATE VALUES PER ICBO RESEARCH REPORT Loaded #1607. _ Truss Location = End Zone for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No , Exp Category = B prevent rotation/toppling. See HIB -91 and PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 90.00 It, Bldg Width = 24.00 ft TC FORCE AYL BND CSI ANSI/TPI 1-1995 or ANSI/TPI 1-2002. Mean roof height = 11.31 it, mph = 80 1-2 -4446 0.08 0.26 0.35 12-0-0 UBC Standard Occupancy, Dead Load = 26.0 psf 2-3 -3994 0.08 0.44 0.52 3 4 ----------LOAD CASE #1 DESIGN LOADS ---------------- 3-4 -4292 0.09 0.41 0.50 Q Dir L.Plf L.Loc R.Plf R.Loc LLrFL 4-5 -4931 0.12 0.45 0.57 6-6 TC Vert 96.00 0.0-0 164.00 24-0.0 0.46 2-4 2-4 BC Vert 30.00 0- 0. 0 60.00 24. 0. 0 0.13 BC FORCE AYL BUD CSI , 6-7 4128 0.62 0.32 0.95 7-8 2965 0.38 0.38 0.76 SHIP 8-9 2965 0.29 0.33 0.62 4-10 9-10 4556 0.44 0.33 0.77 JO -6-1 WEB FORCE CSI WEB FORCE CSI 2-7 -646 0.11 3-9 1429 0.58 3-7 1051 0.43 4-9 -892 0.15 - All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Thi., rleaig., is (nr un mdlridmd /wilding ...... em nal "..,pslem. ® h h- b,-,,, tuned uu sj : if,r li.n pnmided hr .he r ,,yw ,em man !f vm,rr and done In nrrnrdnnrr ,villi the rarrcvu l- ails 1f P! nnd.II-*PA design, a h,,vh. NN reslw mihithy i.. nxsvniedfnr diu,ensiwml ncrurn.T. Ohnensinu.,' u lar nv'iJieJ hr the ru...ln,uw.. nuuwf,r.urrv' audSrr hui/di„g Jraigury pn u• In f,hri,7 inn 1'1,c• huifding A<•aigrrrr muss n..rennir, 11u,I Ih¢ lural,' aril l_eJ un rh;.s .l:..ig.. me... Nr rar:rd ,h,• lu.r,h,rg my...ed hl' ,h.• l", "I pudding rudr. and the pnnir u/r,r a/rp/irrniun. /'he drsig...,.,...ru.e.. Ihru Nic• lap rh"'d WESTERN WOOD i, lnl,.,uhT h,„r:d ,hr• ,,,rl'N,.,hr,r.. ,h,N hZ,! Ill ,,,m„ ",l i, hnerrd., hrm... In• n rigid ahcu.hing au..rr rd di,rnlr nrtru l,,.d. mdvs. u,Lcn i ­ led. 11 Mg ahu,rn it f'r' Lnrral lappa,, ufr umryrurrrtc ua•u,h•c. uu/r m radar r hurtling /a,grh. %'l,i. r uuyw , m sh,dn,nl he ph,red in nu,• FABRICATORS nw a,m,eal 11 ,rill ran..them...nn'eFN,,r,a,luf,l,e,,,a.rN.•.,rerd lr:.amlo,r,,arae,,,„...rInr phis ra.„r+inn Fah, i, hrm/I,. irr.Ir 11 and hrm e.his n ws in urr u,'<(nnrc ,rub the Iulluiring .....„dards: 'J0IN7' 1)F.'7:I1(..1' hr 11'm' I. 'AN.SIRT! I'.'117(:1 V. II'and T vas ('....aril uf: hncrir„.1%unJ�ud 1\•..ign N.•..l.ur,ih,lilirs, 'l1.INl N.IrV(; /,V.V7':ILI.lrV(; ,INIJ IIN:I(7N(r' 3700 RIEGO ROAD, ELVERTA, CA 45629 . //////. v/l.mJ'///h 91 ..\'('JIAI.IH 1'.1''h, 77'/. 7'he• 75uas /'lure lu.crilule (7'/•// is hl,o d nl /J'Auf'iu Drire. .11ndisun, Ili aru,uiu 5J7/9. 171-1""'i . Fare,. and paper.tou� innun (ah%'.) is 1u .,ed nI Illi / h4 Snxcl. NII', 31e Roll. fflohiugluu. OC2011J6 DEp Ap,jw- Eng. Job: EJ. Chk: CM MAX DEFLECTION (span) : Dsgnr: EC U999 IN MEM 7.8 (LIVE) 16.00 psf TC Dead L= -0.16" D= -0.26" T= -0.42" BC Live 0.00 psf Joint Locations 10.00 psf 1 0.0.0 6 0-0.0 2 6-4-14 7 8-3-4 3 12-0.0 8 14-0.0 4 17-7-2 9 15-8-12 12-0-0 12-0-0 5 24-0-0 10 24-0-0 1 2 3 4 5 Q 6-6 2-4 2-4 4-6-1 SHIP 4-10 JO -6-1 s�•�s All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Thi., rleaig., is (nr un mdlridmd /wilding ...... em nal "..,pslem. ® h h- b,-,,, tuned uu sj : if,r li.n pnmided hr .he r ,,yw ,em man !f vm,rr and done In nrrnrdnnrr ,villi the rarrcvu l- ails 1f P! nnd.II-*PA design, a h,,vh. NN reslw mihithy i.. nxsvniedfnr diu,ensiwml ncrurn.T. Ohnensinu.,' u lar nv'iJieJ hr the ru...ln,uw.. nuuwf,r.urrv' audSrr hui/di„g Jraigury pn u• In f,hri,7 inn 1'1,c• huifding A<•aigrrrr muss n..rennir, 11u,I Ih¢ lural,' aril l_eJ un rh;.s .l:..ig.. me... Nr rar:rd ,h,• lu.r,h,rg my...ed hl' ,h.• l", "I pudding rudr. and the pnnir u/r,r a/rp/irrniun. /'he drsig...,.,...ru.e.. Ihru Nic• lap rh"'d WESTERN WOOD i, lnl,.,uhT h,„r:d ,hr• ,,,rl'N,.,hr,r.. ,h,N hZ,! Ill ,,,m„ ",l i, hnerrd., hrm... In• n rigid ahcu.hing au..rr rd di,rnlr nrtru l,,.d. mdvs. u,Lcn i ­ led. 11 Mg ahu,rn it f'r' Lnrral lappa,, ufr umryrurrrtc ua•u,h•c. uu/r m radar r hurtling /a,grh. %'l,i. r uuyw , m sh,dn,nl he ph,red in nu,• FABRICATORS nw a,m,eal 11 ,rill ran..them...nn'eFN,,r,a,luf,l,e,,,a.rN.•.,rerd lr:.amlo,r,,arae,,,„...rInr phis ra.„r+inn Fah, i, hrm/I,. irr.Ir 11 and hrm e.his n ws in urr u,'<(nnrc ,rub the Iulluiring .....„dards: 'J0IN7' 1)F.'7:I1(..1' hr 11'm' I. 'AN.SIRT! I'.'117(:1 V. II'and T vas ('....aril uf: hncrir„.1%unJ�ud 1\•..ign N.•..l.ur,ih,lilirs, 'l1.INl N.IrV(; /,V.V7':ILI.lrV(; ,INIJ IIN:I(7N(r' 3700 RIEGO ROAD, ELVERTA, CA 45629 . //////. v/l.mJ'///h 91 ..\'('JIAI.IH 1'.1''h, 77'/. 7'he• 75uas /'lure lu.crilule (7'/•// is hl,o d nl /J'Auf'iu Drire. .11ndisun, Ili aru,uiu 5J7/9. 171-1""'i . Fare,. and paper.tou� innun (ah%'.) is 1u .,ed nI Illi / h4 Snxcl. NII', 31e Roll. fflohiugluu. OC2011J6 DEp Ap,jw- Eng. Job: EJ. Chk: CM Dsgnr: EC TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf � 11 X004 Scale: 7/32" = 1' JOB#: VICKERY Truss ID: A5 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE . Truss ID: 131 Drwa: BRG X -LOC REACT SIZE REQ'D 1. 0- 1-12 2205 3.50" 1.50" 2 23-10- 4 4562 3.50" 2.27- 3 35-10- 4 825 3.50" 1.50" BRG REQUIREM8t7TS shown arc based ONLY on the truce material at each bearing TC FORCE AXL BND CSI 1-2 -4472 0.02 0.12 0.14 2-3 -4937 0.03 0.42 0.45 3-4 -3483 0.01 0.23 0.24 4-5 -640 0.00 0.13 0.13 5-6 -640 0.00 0.19 0.19 6-7 -640 0.00 0.51 0.51 7-8 3156 0.21 0.51 0.72 8-9 904 0.02 0.20 0.22 BC FORCE AXL BUD CSI 10-11 4180 0.31 0.23 0.54 11-12 4248 0.28 0.16 0.44 11-13 4947 0.37 0.06 0.43 13-14 3330 0.25 0.07 0.32 14-15 3330 0.25 0.07 0.32 15-16 -3043 0.01 0.20 0.21 16-17 -725 0.00 0.22 0.22 17-18 -802 0.00 0.22 0.22 WEB FORCE CSI WEB FORCE CSI 2-11 291 0.08 5-15 -449 0.03 2-12 742 0.15 7-15 4327 0.88 3-12 75 0.02 7-16 -3483 0.20 3-13 -1756 0.12 8-16 -3328 0.28 4-13 1163 0.24 8-17 308 0.09 4-15 -3213 0.22 T 4-6-1 T TC 2x6 DFL #2 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Install Interior support(s) before erection. Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and ANSI/TPI 1-1995 or ANSI/TPl 1.2002. 2z 4 weti materlai'v6rtical supports at -24" D.C. (by others and typical). Attach with 1.5.3 min. plates at top and bottom. Continuous-lateial'bracing attached to flat TC as indicated. Lumber must be structural grade. Brace 24" o.c. unless noted. ,7 °-6-1 3-4 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Mark all interior bearing locations. Nall pattern shown Is for PLF loads only. Concentrated loads -MUST be distributed to each ply equally. On mu I.0 ply -with -hangers, use -3-" nails min. Into the carrying member? For more than 2 ply, use additional fasten= ers as Indicated from the back plys, or use any other approved detail (by others).. PLATING BASED ON GREEN LUMBER VALUES. 2-PLYI-Nall-wll0d-COMMON, staggered(pdr NDS) -i In: TC- 2/fl BC- 21ft WEBS-2/ft 1 12-0-0 7-10-15 2-PL"YS,-� 1 2 3 4 5 6 7 8 9 REQUIRED 0 20-0-0 -4.00 510# 1, g 510# This design based on chord bracing applied per the following schedule: max.o.c-from-to TC- ^' 24.00" 12- 0- 0 16.11.14 TC 24.00" 6-6-10 12.0.0 TC__24.00�16-14-14^28= 0. 0 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = 8 Bldg Length = 90.00 it, Bldg Width = 36.00 It Mean roof height = 11.32 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ---------- LOAD CASE #1 DESIGN LOADS •+--•---•---•--- Dir L.P11 L.Loc R.Plf R.Loc LL/TL TC Vert 64.00 0-0-0 64.00 8-0-0 0.50 TC Vert 160.00 B-0-0 160.00 28. 0. 0 0.50 TC Vert 64.00 28-0-0 64.00 36-0-0 0.50 BC Vert 50.00 0.0.0 50.00 36-0-0 0.00 ...Type... lbs X.Loc LL/TL TC Vert 255.2 8-0-0 1.00. TC Vert 255.2 8-0-0 0.00 TC Vert 255.2 28- 0- 0 1.00 TC Vert 255.2 28- 0. 0 0.00 MAX DEFLECTION (span): L/999 IN MEM 11-12 (LIVE) L=-0.08" D=-0.13" T=-0.21" 23- U ���OHSS/py l 10.4 HER O �c G 4-0-0 I 44-0-00 36-0-0 dl 7mC3 [3= 10 11 12 13 14 15 16 17 + 8: zD. TYPICAL PLATE: 1.5-4 8/2004 O Rua SUP-OR��S v All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �� y Scale: 1/8" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This J.rsigu is brr nn iWioiduuI I it h,,g runy"nuo, nn, nvcs ..):acro. 4 hn.. lucn Mued un .y Mr Jiro,iuns prnriJed Iq ,hc• rouywu,en, ,,I frrrrm'z'' Ch k - CM Truss I D . 131 ®­'ffiolland duosir, n, ,,,-d rrrr a i,h,he ,unrn, rc irurr r f7'plnr,dA l':I de..ig,, ..,nr,dnrd.. Nu rcx/uors;h;l;q is ru:rrnnr•rlfirr dinreoriuonlnr .r q,: 1.rirnrri.iu.r. r,he rvr.o/"meo, nuumlur nrr.•r and%ur huihling,h,igurrp i v,rr (,hrirmiun, The building desiA.e, n,...I n..,.rnni„ ,h., ,he I d. Dsgnr: EC „ihl rJun,hi..dcr;g,„rae, n .rredUn.•/un dingin,1-dhr,he/uru/huildingrulennJUr�pnnirWnr�pp/irmian. l7sdesignan.ruuu•.cduodu•ngrrnu,d TC Live 16.00 psf DurFaes L=1.25 P=1.15 ;�`' lnnrnI/y III -M h,�,hc r, nl m1 pour ahcud.ing nm/ Jre M,uum rlu,rJ ix h--ily b,nred 1q• n ,igid A.,ahh,g mnnrinl Jircr,lI nnorh,,t WESTERN WOOD uulcv.. wAcnri..e I., hr,ln.....n.I..ue..I.,ne...1-s, I) ,,I,h,rhu, ahugler,gd,. rhi,ru, / rnen,.,hnllnn,&-phndinnn,• TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORSeru•r,,.,,,,,u,d,n,.rdlrnu,e,nen,ui,,,.,erur.n•,nrfd,eu,.nd,ues,rrd19'oru,d%ur,n„se,ur,mer,n,prn,ern,rn.,hn,.F"hri,I'm I fir. i"'r"/l BC Live 0.00 psf O.C.Spaeing 2-0-0 anIt Mnrethis vacs m,--1 e 40, Mafillluu•ilIxe dards. JOINTI)E ,IILYbp 7i„cvnl. S1rV%Ilfl'I V'117TA P. 11'and 7iu..a('uunril n/•hnenrn a%nndn,dlh.ig„ge,/„r,,.,;na;Je4.7h1.vuLlNr, MWTALLINGdn'U BIGICINGMEI:u. 1'l-ITEMNNet7•ltn WOOD HUNS'rs' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD. ELVERTA, CA 63026 . (1118.91) and'/Il11 91 1'f.rAIA /:IN 1'.Y///:/:%"h/' 7'/•/ rbc'%nus l•lo,c lns,;,urt• 17'l'l1 is hx nvd u, Il'fh,nll iu lbiee..1/od;srn,. 117srun.i,, 5_1719. rhe:l.,,r,i,rurr'u,e„rurIAll,r:Lcrn,h,r.r,l.IFP. 1)1.1 edw/III 19dr.mrr,.Nn<.cexnn.lrr„hi,,gu,r,.ur'_n(1_1n TOTAL 42.00 psf SegnT6.4.12- 0 ---_= Joint Locations 1 0.0.0 10 0-0-0 2 7.3-12 11 7.2-0 3 12-1-12 12 12.1-12 4 16.0.9 13 16-0-9 5 19.11. 7 14 18-0-0 622.3-12 15 19-11-7 7 23.10.4 16 23-10-4 8 28.8.4 17 28-10.0 T 9 36.0.0 18 36-0-0 5-10-1 Ill 6 1 I SHIP 23- U ���OHSS/py l 10.4 HER O �c G 4-0-0 I 44-0-00 36-0-0 dl 7mC3 [3= 10 11 12 13 14 15 16 17 + 8: zD. TYPICAL PLATE: 1.5-4 8/2004 O Rua SUP-OR��S v All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �� y Scale: 1/8" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This J.rsigu is brr nn iWioiduuI I it h,,g runy"nuo, nn, nvcs ..):acro. 4 hn.. lucn Mued un .y Mr Jiro,iuns prnriJed Iq ,hc• rouywu,en, ,,I frrrrm'z'' Ch k - CM Truss I D . 131 ®­'ffiolland duosir, n, ,,,-d rrrr a i,h,he ,unrn, rc irurr r f7'plnr,dA l':I de..ig,, ..,nr,dnrd.. Nu rcx/uors;h;l;q is ru:rrnnr•rlfirr dinreoriuonlnr .r q,: 1.rirnrri.iu.r. r,he rvr.o/"meo, nuumlur nrr.•r and%ur huihling,h,igurrp i v,rr (,hrirmiun, The building desiA.e, n,...I n..,.rnni„ ,h., ,he I d. Dsgnr: EC „ihl rJun,hi..dcr;g,„rae, n .rredUn.•/un dingin,1-dhr,he/uru/huildingrulennJUr�pnnirWnr�pp/irmian. l7sdesignan.ruuu•.cduodu•ngrrnu,d TC Live 16.00 psf DurFaes L=1.25 P=1.15 ;�`' lnnrnI/y III -M h,�,hc r, nl m1 pour ahcud.ing nm/ Jre M,uum rlu,rJ ix h--ily b,nred 1q• n ,igid A.,ahh,g mnnrinl Jircr,lI nnorh,,t WESTERN WOOD uulcv.. wAcnri..e I., hr,ln.....n.I..ue..I.,ne...1-s, I) ,,I,h,rhu, ahugler,gd,. rhi,ru, / rnen,.,hnllnn,&-phndinnn,• TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORSeru•r,,.,,,,,u,d,n,.rdlrnu,e,nen,ui,,,.,erur.n•,nrfd,eu,.nd,ues,rrd19'oru,d%ur,n„se,ur,mer,n,prn,ern,rn.,hn,.F"hri,I'm I fir. i"'r"/l BC Live 0.00 psf O.C.Spaeing 2-0-0 anIt Mnrethis vacs m,--1 e 40, Mafillluu•ilIxe dards. JOINTI)E ,IILYbp 7i„cvnl. S1rV%Ilfl'I V'117TA P. 11'and 7iu..a('uunril n/•hnenrn a%nndn,dlh.ig„ge,/„r,,.,;na;Je4.7h1.vuLlNr, MWTALLINGdn'U BIGICINGMEI:u. 1'l-ITEMNNet7•ltn WOOD HUNS'rs' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD. ELVERTA, CA 63026 . (1118.91) and'/Il11 91 1'f.rAIA /:IN 1'.Y///:/:%"h/' 7'/•/ rbc'%nus l•lo,c lns,;,urt• 17'l'l1 is hx nvd u, Il'fh,nll iu lbiee..1/od;srn,. 117srun.i,, 5_1719. rhe:l.,,r,i,rurr'u,e„rurIAll,r:Lcrn,h,r.r,l.IFP. 1)1.1 edw/III 19dr.mrr,.Nn<.cexnn.lrr„hi,,gu,r,.ur'_n(1_1n TOTAL 42.00 psf SegnT6.4.12- 0 Job Name: VICKERY RESIDENCE Truss ID: 132 Drw : .' _ BEG x -LOC REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSIfrPI • 1995 r This design based on chord bracing applied 1 0- 1-12 1195 3.50^ 1.50^ 2x4 DFL #1 4.7 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 23-10- 4 1969 3.50^ 1.72^ BC 2x4 DFL #1 MULTIPLE LOAD CASES. ,max o.c. 'from to 3 35-10- 4 643 3.50^ 1.50^ WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00"; 12-0-0 15-0-13- BRO REQUIREHENTS shown are based ONLY Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. TC 24.00" B-6-10 1P- 0- 0 = on the trues material at each bearing Drainage must be provided to avoid ponding. Install_Interlorsupport(s).before erection. TC 24.00" 15-0-13 26- 0. 0 TC FORCE AXL Biro CSI Continuous -lateral bracIng.aIlached-to flat {TC as Indicated. Lumber must be structural 2x 4 web material -vertical supports`aY24" o.c. (by and typical). Attach with This-truss-is'designed-using-the UBC -97 Code. 1-2 -1854 0.02 0.15 0.17 rgrade�.Brace n 24" o.c. u_nlest,noted. -others 1.5 -3 -min -plates at lop and bottom. Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 -1800 0.01 0.06 0.08 PLATING BASED ON GREEN LUMBER VALUES. Truss Location = End Zone 3-4 -1771 0.03 0.15 0.18 Hurricane/Ocean Line = No, Exp Category = B 4-5 -1308 0.03 0.40 0.43 Bldg Length = 90.00 fl, Bldg Width = 36.00 it 5-6 -569 0.00 0.43 0.43 Mean roof height = 11.33 it, mph = 80 6-7 1241 0.19 0.42 0.61 UBC Standard Occupancy, Dead Load = 26.0 psf 7-e 316 0.01 0.22 0.23 8-9 -316 0.00 0.17 0.17 BC FORCE ASL BND CSI 30-11 1705 0.22 0.11 0.33 11-12 1386 0.15 0.24 0.39 12-13 1095 0.12 0.24 0.36 13-14 -112 0.00 0.17 0.16 MAX DEFLECTION (span) : 14-15 -112 0.00 0.27 0.27 - - L/999 IN MEM 11.12 (LIVE) 15-16 -562 0.00 0.27 0.27 L=-0.06" D=-0.09" T=-0.15" 16-17 -268 0.00 0.16 0.16 ' T 4-6-6 T=0.6-13-4 TYPICAL PLATE: 1.5-4 All. plates are 20 pause Truswal Connectors unless D WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: ViCKERY ===== Joint Locations WEB FORCE CSI NEB FORCE CSI mddnneina Ix•.x r.....nrerrirhrher,--1 -i 071 d:IFANI,•signsrundards NaNnrcgn,.iIi.nurnona 1 0-0.0 10 o•o-a 2-11 -160 0.02 6-13 936 0.38 TC Live 16.00 psf 2 5-4-14 11 5-4-14 4-11 408 0.17 6-15 -1606 0.58 uml nc, rhurd rigid'he... g mmr hd direr rl7 nun, h,•,t unless n,hcn+rise• „1.1 lh„r;..g.1..,n,1,f,.rl.nn..I „yy„,rI"/...o/n....... ........... u•,n.,..I,r,,"W.I (Ah.gl•.,gd,.%hi.r..../nn,eNsh.U,u,r/••,dnredh,,,,,,. TC Dead 16.00 psf 3 6.10-15 12 12.1.12 4-12 -117 0.04 7-15 -1074 0.32 4 10.0.0 13 18-0-0 5-12 321 0.13 7-16 555 0.23 '.I`A i"'S1 1.rd/)-ignlfes/+.nmhdiries.'!/,LYUI.h\'GhV\7.11./.1:VG.LV/7h1t1ChVr„WET11. PIA I'ECONNEC7%:nlrnur.,rel!sses BC Dead 10.00 psf 5 15-4-0 14 20-0-0 5-13 -799 0.24 8-16 -235 0.03 6 20-8-0 15 2310. 4 TOTAL 42.00 psf SegnT6.4.12- 0 X11-11-15-11-15 9-10-15 7 26-0-0 16 30.7.2 1 2 3 4 5 6 7 8 9 8 30.7.2 17 36-0-0 9 36-0-0 4 00 16-0-0 -4 00 T 4-6-6 T=0.6-13-4 TYPICAL PLATE: 1.5-4 All. plates are 20 pause Truswal Connectors unless D WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: ViCKERY Ili -design i.s i... i,00,1un1 nuild;ng rnnyru.a i not r -v sracm. 1, h., 1,e- hosed nn .I-ifi-I m ul ided lrc rhe..mp,- ... ...m.ff-,-, Chk• CM ® mddnneina Ix•.x r.....nrerrirhrher,--1 -i 071 d:IFANI,•signsrundards NaNnrcgn,.iIi.nurnona . Truss I D'� 2hilirrisr,.csumed!urdiuma.innulnrrmn,p. jr r e. M rrr ed h/ ,he ..... n,.•m mnmJ rrurcr r,nd.'m h,Idi,,g draign 1, p i.r U. fr,hrnu hion The h.ild;ng designer.,.., o..... land. Dsgnr• EC ' TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD .arrere..rid..de..;g,..xuure.recdrh.•h.udingiuy-edhrrhrI-dhnddingrurlenndnc.pr,yindrunppli,nriun 77v1r.ig,rasru.....A rhr.lupch.rd ,., /oa•rnl/y l,-, d hr rhe .vufo,./luur sh-Mmg A,,, is' lnrurdlr hrurr I hy. I uml nc, rhurd rigid'he... g mmr hd direr rl7 nun, h,•,t unless n,hcn+rise• „1.1 lh„r;..g.1..,n,1,f,.rl.nn..I „yy„,rI"/...o/n....... ........... u•,n.,..I,r,,"W.I (Ah.gl•.,gd,.%hi.r..../nn,eNsh.U,u,r/••,dnredh,,,,,,. TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS "•,'n...•.nd,nr,iurrmserhemn,...'era.le.rut,he.nuJruearcdlYLunJ..'orr.,'uu.n. ......I ph--niu. ranrirrde.h..,dlei""r11 and hrnrc Ons m- ur urrurdnnre a irh 0,c Iullmring,v id dc: 70LVT UET'rI11.S' h/• Dv,ornl. AN.1'IRTI I ; TWA V. II'nnd 7iusv ('uunrit 1 BC Live 0.00 psf O.C.Spacing 2-0-0 '.I`A i"'S1 1.rd/)-ignlfes/+.nmhdiries.'!/,LYUI.h\'GhV\7.11./.1:VG.LV/7h1t1ChVr„WET11. PIA I'ECONNEC7%:nlrnur.,rel!sses BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD. ELVERTA• CA 43e2e (/f1U Vl/..ul '/Ila Vl .1'l.'3/J1. of 1',Yllh.'F.'l"h/ l'I'I %he Tv.,., 1-1-/n,rig.e (7'1'77 is lnr„h•d ,. IY(J.u)r;. I141". 31"d,li. r. Wis...... ri. 5J71V Tne.1.,e.;rr.,r,e..r,.rdPArra.o.rrr,ri..,(,vPA) l.,lurnrednrIII/ l9dr.1'rrcrl.NII:1h,eon,Il'.shingr,nr.0C211016 TOTAL 42.00 psf SegnT6.4.12- 0 Job Name: VICKERY RESIDENCE Truss ID: B3 Drw : BRO x -LOC REACT Slze Rep' D TC 2x6 DFL #2 Plating spoc : ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 1-12 1234 3.50• 1.50^ 2x4 DFL #1 3.5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 a3-10- 4 1864 3.50^ 1.61^ BC 2x4 DFL #1 MULTIPLE LOAD CASES. max.o.C-from.�..cto 3 35-10- 4 675 3.50• 1.50^ WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 01607. tTC 24.00" 11.10-15 24_,0. 0� BRG RBOUIREt4RNTs shown are based ONLY Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. This-trusel designedusing the ' on the trues material at each bearing Drainage must be provided to avoid ponding. Install Interior support(s) before erection. ' UBC -97 Code. TOTAL 42.00 psf Segn T6.4.12 - 0 PLATING BASED ON GREEN LUMBER VALUES. /Conllnuous-lateral-bracitig-attached-to flat ] Bldg Enclosed = Yes, Importance Factor = 1.00 TC PORCH AXL BUD 69i 1 TC as Indicated. Lumber must be structural Truss Location = End Zone 1-2 -1914 0.02 0.20 0.22grade:_-; Brace @ 24Po:c. uriloss<noted.� Hurricane/Ocean Line = No, Exp Category = B 2-3' -1352 0.01 0.17 0.17 $ Bldg Length = 90.00 ft, Bldg Width = 36.00 ft 3-4 -749 0.01 0.59 0.60 Mean roof height = 11.30 ft, mph = 80 4-5 -749 0.01 0.59 0.60 UBC Standard Occupancy, Dead Load = 26.0 psf 5-6 700 0.08 0.22 0.30 6-7 -349 0.00 0.22 0.22 BC PORCH AXL HND CSI 8-9 1759 0.26 0.09 0.35 9-10 1754 0.19 0.21 0.40 30-11 1339 0.16 0.21 0.37 11-12 -1156 0.01 0.20 0.21 12-13 - -1156 0.01 0.24 0.25 13-14 283 0.00 0.24 0.24 MAX DEFLECTION (span) : 14-15 290 0.01 0.16 0.17 U999 IN MEM 10-11(LIVE) L=-0.06" D=-0.10" T=-0.15" WEB FORCE C9I WEB FORCE CBI 2-9 118 0.06 5-11 2061 0.84 - ---_= Joint Locations 2-10 -551 0.34 5-13 -1522 0.39 1 0-0.0 9 6.4.14 0-0.0 3-10 3-11 385 0.16 6-13 -813 0.50 -687 0.63 6-14 144 0.07' 2 10 12.1.12 4-11 -502 0.13 3 12.0-0 11 18-1.1 0-0 4 18-0-0 12 20-0-0 5 24-0-0 13 23-10-4 6 29.7.2 14 29.7.2 1 1-10-15 11-10-1536-0-0 , 7 36- 0- 0 15 36- 0- 0 1 2 3 4 5 6 7 a 0.0-0 Q 12-0-0 TYPICAL PLATE: 1.5-4 All plates are 20 gauge Truswal Connectors unless p 4 I , 36-0-0 I ® WESTERN WOOD WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. n,i, de,rg„ 7, l r m. i.,di.•hhmI h.i4 ing rm.y....em ..m n„s„�,t •,r . n or,., ner„ hrl,rd.,r, .,/K•r inr,ll,,,,,.t /,r„r,.r r yr,r,�r •. u.dd,u. n ...V o•hh.h.•..... .. . ,urn al7'1'l.u,d.11l':Idrsig...un..d�nvls M rrs/r.u..nhith)-i., .., .ned(,rdi,............. nrn,rm,�. IH,.,an.,h"" nn: 1n: ,•er{(��d by,he rmn ....em mm.y(,r.ar,,r m,dsn• ln.7ldia' deli e,, r,n,;rr..in„ n,e m,udh,,• de.,; h � goer prior J b goer• mural ncrere.in du,t rhe !nods utili:rdnn ,his design nue1 ur arced the lauding unlnued hr rhe lural hudrling rude and d,e pnnirulnr npplirndnn. the d,,ign as.nnmo' thw the tap d -d Eng. Job: EJ. Ch k • CM Ds nr: EC g JOB#: VICKERY ' Truss ID:1B34 TC Live 16.00 psf DurFaes L=1.25 P=1.15 i., lururdly hr ed h1 d.e rail urJloor.ehca.hmg mal thu &noon rhu.d is /nmrnBy I hr n rigid shenlhing um1-nd direr 16. nn... h,,d. unlc.v ndanri"e ®FABRICATORS m•d Itring.,h,nrnilf"'.h.,•rnl.,ap/n,,,./rm.h.nr.r....m.... mdr,aredmeha,Arngleng,h rhe ...... ^.n...,,ladl..a,A:/dm ed inn„I• n•...m...mann.,au..m.,.•d.emni,nn,rmnr.nn/thennad,, used/9:'din.l.'ororn.s.•rnsur.wrpintrrmrur;un.hi.hrirnle,hanIt..i"'io11 TC Dead 16.00 psf Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spaeing 2-0-0 mid hrnrc ihi., tris., in arrnrdnnre „,-hh the (,llmeing ss ch,rd,: YUIN'T 1 E'TAII.S' by 7 wmd. 'AN.S1177M I'. '117('.1 V. 11 iuu1 D -s (uunrit u%.1u,enrn S111W rd Uevigo Hcsl.u..,ihililii•.e'II:INh1.lNr; hvet;u.ehvc a.vn ex.l('/a'c A1h'7:u. P1.:n'r'c'nvNEr ren WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . 111/8.91/ nud'11/N-9I S(;.%(.% [AR l' 1'/IEET'hy TPI The 71- Ph- 111,61. c OPI) is luruled m P'(hu.('in Ori.•c•, M'disan. li m...nxiu 317/9. Tlle.l.-i..... 1'ine,1 mn+Par 'r a,,a:.mia.. r.0 P.11 is lnrNtd w 111/ 191hS-,!t• NII( ,4rr YrIQ 11'ayhing1nn• U(':1111,16 TOTAL 42.00 psf Segn T6.4.12 - 0 ob Name: VICKERY RESIDENCE BRO X -LOC REACT SIZE REQ'D TC 2X6 DFL #2 1 0- 1-12 1218 3.50^ 1.50• 2x4 DFL #1 3.5 2 23-10- 4 1909 3.50• 1.66• SC 2x4 DFL #1 3 35-10- 4 :'60.3;5."b..!. 0 50^ WEB 2x4 DFL STANDARD BRC REQUIREMENTS ord ONLY Mark all Interior bearing locations. on the truss material at each bearing Drainage must be provided to avoid ponding. CE TC FOPLATING BASED ON GREEN LUMBER VALUES. FO: C9 -1821 0AXL .02 0BND .24 0CSI .26 2-3 -1196 0.01 0.18 0.18 3-4 -537 0.01 0.29 0.29 4-5 -537 0.01 0.29 0.29 5-6 867 0.10 0.34 0.44 6-7 301 0.02 0.34 0.36 BC FORCE AXL HND CSI 8-9 1668 0.25 0.13 0.38 9-10 1664 0.18 0.17 0.35 10-11 998 0.12 0.22 0.33 11-12 -563 0.00 0.22 0.22 12-13 -563 0.00 0.19 :-12: . 13-14 -243 0.00 0.20 0.20 _ 14-15 -238 0.00 0.20 0.20 WEB FORCE CSI WEB FORCE CSI 2-9 136 0.07 5-11 1361 0.55 2-10 -674 0.35 5-13 -1406 0.56 3-10 445 0.16 6-13 -862 0.44 3-11 -616 0.42 6-14 155 0.07 4-11 -354 0.12 O.C.Spaeing 2- 0- 0 3700 RIEGO-ROAD, ELVERTA, CA 95026 .fAmoiu. S, h"dlh:,ign xcs/,,,naihilirirs.'lI.INULIA"GlA'S'I:ILI.ING.INU BRACINGitEMI.PLITF.(.•0.V.VE TF.D 117X)) TRIN1•F.3' TYPICAL PLATE : 1.5-4 Truss ID: 134 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT#1607 Loaded for 10 PSF non -concurrent BCLL. Install interior support(s) before erection. Continuous lateral bracin-atached to flat gTC as indicated. Lumber_must.be structural rade. Brace aQ 24" D.C. unIi ss noted: � �.-�- 13-10-15 1 2 �3 4 8-0-0 i 13-10-15 5 6 7 This design based on chord bracing applied per the following schedule: max-o.c.-f rom�,.,,,to TC 24.00" 13.10.15 22- 0. 0 This trus'el desfgneil using -the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 It, Bldg Width = 36.00 ft Mean roof height = 11.63 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : )999 IN MEM 8.9 (LIVE) L= -0.05" D= .0.08" T= -0.13" ===== Joint Locations 1 0-0.0 9 7.4.14 2 7-4-14 10 12-1-12 3 14-0-0 11 18-0-0 4 18-0-0 12 20-0-0 5 22-0-0 13 23.10.4 6 28-7-2 14 28-7-2 7 36-0-0 15 36-0-0 8 0.0.0 All plates are 20 gauge Truswal Connectors unless p1 ------ --r ,.- - - yu.yc w1 1, ,y, w yo„yc, puonluneu per joint report, umess noted. ----Sca4e!•-118" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Thr, doig , is l r a iudwhhu I h„i1rling r,ugxuu.•n, na, rruss.gs cm, lr hn.c h,.rn n.,..�•d n„ :,><-r�prnern„ p,,.r;drd hr,hr rn,,,/n,nrnr n.rnn fnrn,rc'' nrrurdnnrc Chk • CM andd-, in ui,h 1 e„rrrc,,,,`,.•,.ci,,.,.c of 17'1 ."'1. 11.7.I'l-ig.. su....I Ic Na rr.Vn,ncihili„•;. ......rr//br Alun n,ionnl nr ru, n. .. IN,,,.•nh"u Truss ID: 134 'rml,.•rrrilirJ hl•dm...... I-cu,.nun,forhuddingdrtcigurr pri,,r.u(r,hr;ru,lnn. The hurlding Jccipuvvnun acrrrrurn rlu,r nc� h.d., Dsgnr: EC WESTERN "rilicrJ un chic Jrsig , umes ur eererd Use IuaJiug iuyn,a•J hr ,hc /,unl hurlding rude and nc, p-6-1rn upplir wn. the dreig . r..c,umcs shot nc� sup (h TC Live 16.00 psf DurFaes L=1.25 P=1.15 W WOOD rola-di'M-odhrdu•r"uI , /' v llw al.„nhing and rhu h 11om r hurl is lmcral,r hrnrrd hr 0 ripd ,hcmhiog Jrrrrrq ®FABRICATORS mnu•riul anu. hrd. un/rsc mhrnrisc a,l xrnri„g.d,,,,", i..,"nrinn„d,",p,.,rr,frn.n,......... ..n,r,nl, hnrLlhglrngd,Thi .r„,.,.....nn,nrdl„nrt.r•/,1,,.rdu.ngr eW.....nc..rd..,, •"id rn,...r d"r.n..i.,nnv rh'e,n d,,, TC Dead 16.00 psf Rep Mbr Bnd 1.15 J',hev ,,-dIWLnnd..rrnucr rnmrcrrn. plots rnrrusiun. hi,h.icn,e, hnndlr. i 1 and hrare dhi.c Inas in armrdunr'e vrnh dro idly, ving St, h,rdr 'JOINT DEL111.S'hy ]'ru.eunl, 'AN,S1.7711I' '11'1(:1 1'- II'nud 7" . (i,omi/ r BC Live 0.00 psf O.C.Spaeing 2- 0- 0 3700 RIEGO-ROAD, ELVERTA, CA 95026 .fAmoiu. S, h"dlh:,ign xcs/,,,naihilirirs.'lI.INULIA"GlA'S'I:ILI.ING.INU BRACINGitEMI.PLITF.(.•0.V.VE TF.D 117X)) TRIN1•F.3' BC Dead 10.00 psf Design Spec UBC -97 . 011N-9// and''/llll 9l 5C/,1l,1hIH 1'.YIIF.h.'1" h/• 77'l. M, I"- f'ln,r l,usina, (7'7'11 i, /)rn,.•d„s IX -h -c•, dh,Al1. II'rsrunsln 5J/79 nc1,111-n-n F,rcssr n„d rr,/„•r A„nrhninn 1APP a i, h,rn,rd n, ll 1 191h soros. 0'11; Ste x017. lrn,hingrnn. )('.nn)n. TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: 135' Drw : ORO -LOC REACT SIZE -REQ' D TC 2x6 DFL #2 1 0 1-12 • Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied _X 1250 3.50 1.50^ 2x4 DFL #1 4.5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 23-10- 4 1808 3.50• 1.55^ BC 2x4 DFL #1 3 35-10- 4 717 3.50• 1. so• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE max•o:c.�lcom�..�.to DR REQUIREMENTS shown are based ONLY Mark all Interior bearing locations. VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. TCr►�24..00� 15-10.15 20-0-0 This truss Is designed using -the on the trues materiel at each bearing Drainage must be provided to avoid ponding. Install Interior supports► before erection. UBC -97 Code. - PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral"bracing attached to flat Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AxL BND CST TC as Indicated. Lumber must be structural Truss Location = End Zone 1-2 -1842 0.02 0.33 0.35 i. grade. Brace (7 24" o.c. unless noted. Hurrlcane/Ocean Line = No , Exp Category = B 2-3 -1284 0.01 0.27 0.28 BC Live 0.00 psf Bldg Length = 90.00 ft, Bldg Width = 36.00 ft 3-4 -1241 0.01 0.19 0.20 r..... c,ridr 1hr (nllu.•ing,mndnrdt:90IN7'1)li7?III.S'hyIS,,"-Il.':LVSIY77'1I'•'11'7(':1 V. In„J7in ('uunril Mean roof height = 11.97 ft, mph = 80 4-5 -215 0.00 0.36 0.36 3700 RIEGO ROAD, ELVERTA, CA 93626 UBC Standard Occupancy, Dead Load = 26.0 psf . 5-6 638 0.08 0.11 0.18 Design Spec UBC -97 6-7 555 0.07 0.46 0.52 7-8 -266 0.01 0.46 0.47 - The.Lnp'irnn Fwarsr ruW!'n/xr.la,u.iNimr(APPA)i.. Im nh•Jmlfll/'Jrh Snxzr, Nil.. S,,&)/l. 11'ushiug,nr,/)('20016 TOTAL 42.00 psf BC FORCE AEL BUD CSI 9-10 1662 0.22 0.21 0.43 10-11 1679 0.19 0.35 0.54 11-12 842 0.10 0.35 0.45 12-13 842 0.10 0.28 0.38 13-14 131 0.02 0.52 0.52 MAX DEFLECTION (span): 14-15 209 0.00 0.52 0.52 L/970 IN MEM 14.15 (LIVE) WEB FORCE CSI NEB FORCE CSI L= -0.15" D= -0.24" T= "0.39" 2-10 113 0.06 5-13 630 0.26 2-11 -677 0.27 5-14 -1353 0.86 ---==Joint Locations 4-11 638 0.26 7-14 -720 0.29 1 0-0.0 9 0.0-0 4-13 -845 0.75 2 8.4-14 10 8.4-14 3 10.8.7 11 12-1-12 4 16-0-0 12 18.0.0 5 20-5-4 13 20-5-4 15-10-15 15-10-15 14 6 25-3-9 14 23.10.4 . 1 2 3 5 6 7 8 1 7 27.7-2 15 36-0-0 8 36-0-0 4.00 4-0-0-1 -4.00 40-i4� 0-0 C36-0.0- 9 10 11 12 13 14 15 Ir - TYPICAL PLATE : 1.5-4t rOVER S-SUPPORTSSl - '. All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERYa• ® 7'lri.s dr.cigrr is (,r r.0 iruli,,iduuI hr.ildirrx rnml^..rear n,r rnrsc .splon. 111. Mxm h,, -d un aperi�rnriun.c pn.•iJeJ h,'the r,mp,.... ........(re,rrr.•r :Inn „n � uu1 Jun r r,rJnn a ,rile rhe rr,rrrrr re'.' u(%'1'/ nnd:ll�1',I Jecign Nn is Jiurerr.i„rnl Chk: CM Truss ID: B5 .c ,rnnr(nrJe. rc•.c1,.rn..ihil/r,� n neJ /rr ......,rr„r., rurur�nr,�. l)irne r rn he rerilied hr //hc r,o.p., r ... nuun J,rr.... n,J/or huildiug Jesigrur prim.r firhrirmiun. %%a• huilJing Jucigmr n ua -W-h nc� Innd.. ' Dsgnr: EC WESTERN WOOD nilitt•J uu rhi.. Jr,ipr nn.0 m ,.. r c .I die /,.ding imposed hr h,, lural huilJing rude and nc, pmriculnr npplirminn Thr dc.cign rc. m c rhnl nc� mp rh.rd `//mrr. TC Live 16.00 psf DurFaes L=1.25 P=1.15* h,.rrJ h, rhe , ,n;.; ,lr.r.rrlJ,g nrrJ rlr,. lnrrr„n ..lr.rrd i.ln,ernll, hrm eJ h,• n rig;J,hrrrrhi,rg r,.rerid Jh,.r rA nnnr.h.'J. nrrl,..,,_.rhrnri.ce ®FABRICATORS rrdllr,riug,huu,rl.fi,rrrn.,nl..np/.,nu%r,min,n,.cunt,nlnasunlrrnrrJmchurAlinglrugde Thi..rrugnnnn .JrullnurhepinrrJin '"•",,,,n,r,rlh„r„ ill r ....... Ill c...r,i..rrn,•rnrrrororrda•..,..rJr,r..rred TC Dead 16.00 psf Rep Mbr Bnd 1.15 ........ i,r hrin;..,e.hrrmne.ir,:,rJl uud In'.rethisi in.r BC Live 0.00 psf O.C.Spacing 2-0-0 r..... c,ridr 1hr (nllu.•ing,mndnrdt:90IN7'1)li7?III.S'hyIS,,"-Il.':LVSIY77'1I'•'11'7(':1 V. In„J7in ('uunril 3700 RIEGO ROAD, ELVERTA, CA 93626 ,%:irner'iru.\'7rudnrdl)r..ig,!(.�y.ur,ihdir/.:.,'ll.I,\'/)J.IN(;/N,SI'.Il.l.1NGANn/IR.1(7N(:,11/:7:11.111-17'1:(ONNI:('7%il)117)(/1) 77111,1'SHS, 'lllll BC Dead 10.00 psf Design Spec UBC -97 . (1118.91) .nd %/ .1'11,ilALIRY Sllf: (:7"h,' 77'1 Thr Tru.v I'lurc Insrirurt• (I'l'l/ is lncnrrd nr l3'(Trr0 in Uri- Aladisnn. II•i..r,,,cin 33,719. The.Lnp'irnn Fwarsr ruW!'n/xr.la,u.iNimr(APPA)i.. Im nh•Jmlfll/'Jrh Snxzr, Nil.. S,,&)/l. 11'ushiug,nr,/)('20016 TOTAL 42.00 psf Segn T6.4.12- 0 Job Name: VICKERY RESIDENCE Truss ID: 66 Drw : BEG i X -LOC REACT SIZE REO' D o- 1-12 • 1223 3.5 0.1.50^ ' TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 , _ This truss Is designed using the 2 .so^ 23-10- 4 1910 3.50^ 1.66' BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 3 35-io- 4 649 3.50• 1. So. Loaded for 10 PSF non -concurrent BCLL. All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 BRO REQUIREMENTS shown are based ONLY Install Interior support(s) before erection. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone ' on the trues material at each bearing Eng. Job: EJ. JOB#: VICKERY Markall interior bearing locations. ® Hurricane/Ocean Line = No, Exp Category = B Chk' CM Truss I D 136 PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 90.00 ft, Bldg Width = 36.00 ft TC FORCE 6BCSI WESTEWC u,il7nolunJ,is,l..,ig,nnec,urscrarJUrcluuJinxiu1--i N. lnrnlhuil,1mgr d r,,Jrhepnniruhnn,(dirn,iun 77,crloignu.,a,,• lhn,lhc•ugrrh.,,/ TC Live Mean roof height = 12.31 ft, mph = 80 1-2 -1896 0.0022 0.1188 0.19 RN WOOD ;., la, ,„1,,. hr„ ,.,1,.,.,,,a. rr.,7'n,.l,rn,r.,h,.,,,hh,g un,/,he humor rhnrd i.c h,,r.rnl<,. hrarrd l„• a righ/.,hend,;,,g ,nn,e,i„l dher,lr,a,a, h,. -,Z FARICATORS ®D „n/..,., m/,,.,,ri.,,, nm•d x,r,ra„g.,1,n,,,,i.,/i.rh,a•ral.,,,/Y„,r,u�rm„/ ,near.,,n.•minn,mdr,u,ed„renurtl,„gleng,h. Thi.,ramI.".,Iah,dlmahe/d00•edhla,,)• n,•aanmemlhal„,/lra...e•,hemniannrra..r,,.,he,r.a,droa•.aeedlx'aamr,rrrr,use.....normrph0er......on.hah,i,"ll UBC Standard Occupancy, Dead Load = 26.0 psf 2-3 -1254 0.01-0.10 0.11 mf r,ndie.in'aldl and hmci, Mi., 4,w iu nrrurdm,rc... ill, Ill, lidl."d"g,l fnrdt 90/NTIA>'G1lLS*h)'I'ruornl. aN1'7l1Tll;'ll'TC,I I' II'nnd 7iwt CbunrU r BC Live 0.00 psf 3-4 -1175 0.01 0.18 0.19 3700 RIEGO ROAD, ELVERTA, CA 85829 u(.Inn•rirn.Vamlm'd/kcuga Hrapuncihdi,ic.c 7LIN01.lA'GLY.41l1/.1.h\'G;L\'O RItd!'IA'G AIh.'T.I1Pl.I7'F.'(Y)NIVECTED 11,001) TR(L111'ES, BC Dead 10.00 psf Design Spec UBC -97 4-5 -471 0.00 0.18 0.18 . ////N and'.5'(/A/.)/;IR 1'.1'llh.'h.'7"h)' 7'l'l. 74 7'n a, Vlw, hma"" f7'I'/) i, la ,,,d,a lY0 fia Dri,•e. iludwn,. 11'isruu.cin 537/9. 5-6 -470 0.00 0.21 0.21 TOTAL 42.00 psf Seqn T6.4.12 - 0 6-7 814 0.11 0.21 0.31 7-8 779 0.09 0.23 0.32 8-9 -273 0.01 0.23 0.23 BC FORCE AXL BND CSI 30-11 1744 0.26 0.09 0.35 11-12 1739 0.19 0.20 0.39 12-13 1113 0.13 0.21 0.34 13-14 -689 0.00 0.21 0.21 14-15 -689 0.00 0.22 0.22 MAX DEFLECTION (span) : 15-16 212 0.00 0.22 0.22 L1999 IN MEM 11-12 (LIVE) 16-17 218 0.00 0.17 0.17 L= -0.05" D= -0.08" T= -0.12" WEB FORCE CSI WEBFORCE CSI ___ _= Joint Locations -11 122 0.06 6-13 1265 0.51 1 0-0.0 10 0-0-0 2-12 -656 0.91 6-15 -1484 0.44 ' 2 6.5-12 11 6-5-12 4-12 398 0.16 8-15 -811 0.51 3 10-6-11 12 12-1-12 4-13 -901 0.79 8-16 149 0.07 4 12. 1.12 13 18-0-0 5-13 -96 0.06 18-0-0 18-0.0 5 18.0.0 14 20.0.0 1 2 3 4- 5 6 7 8 g 6 23.10.4 15 23-10-4. 7 25-5-5 16 29.6.4 0 Q 17 36.0.0 • _ 9 36-0-0 6-6 I 4-0-0 1 . 4-0-0 01136=0=0+ ' 10 11 12 13 14 15 16 17 TYPICAL PLATE : 1.5-4 OVER 3' SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale /811-1 11 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ® 77,i, doaig,, is /Jr un i„d;riduul building nonprucn0 no, uV,:c a:.urvu. h hn.c fxsm hnscd nu .aperilirn,iuncryxn•idrd In• the nn/+nu•n, n...... neer n„d dm,e i,, n...,rdaar • „,i h du• ra„e,,, earain„a ,,, 7'I'/ ,a,d ;1 FI':I de,;x , a s„dm dc. ,Ya reyv,,,a;hRhp ;.r dim,rnaia„nl Chk' CM Truss I D 136 asrrmed fi,r nrnrrnr,: l3;,neac;n"' e,nha„:rfedlmiha•ra...I.,n,maayR.rnare,a,nw„•nudeh,gdesiA,or,,r,r,r,n,/i.mirari77,ebaddb,gdecignara....,,aare,,ain,hmoh, h4 Dsgnr. EC : WESTEWC u,il7nolunJ,is,l..,ig,nnec,urscrarJUrcluuJinxiu1--i N. lnrnlhuil,1mgr d r,,Jrhepnniruhnn,(dirn,iun 77,crloignu.,a,,• lhn,lhc•ugrrh.,,/ TC Live 16.00 psf p DurFacs L=1.25 P=1.15 RN WOOD ;., la, ,„1,,. hr„ ,.,1,.,.,,,a. rr.,7'n,.l,rn,r.,h,.,,,hh,g un,/,he humor rhnrd i.c h,,r.rnl<,. hrarrd l„• a righ/.,hend,;,,g ,nn,e,i„l dher,lr,a,a, h,. -,Z FARICATORS ®D „n/..,., m/,,.,,ri.,,, nm•d x,r,ra„g.,1,n,,,,i.,/i.rh,a•ral.,,,/Y„,r,u�rm„/ ,near.,,n.•minn,mdr,u,ed„renurtl,„gleng,h. Thi.,ramI.".,Iah,dlmahe/d00•edhla,,)• n,•aanmemlhal„,/lra...e•,hemniannrra..r,,.,he,r.a,droa•.aeedlx'aamr,rrrr,use.....normrph0er......on.hah,i,"ll TC Dead 16.00 psf Rep Mbr Bnd 1.15 mf r,ndie.in'aldl and hmci, Mi., 4,w iu nrrurdm,rc... ill, Ill, lidl."d"g,l fnrdt 90/NTIA>'G1lLS*h)'I'ruornl. aN1'7l1Tll;'ll'TC,I I' II'nnd 7iwt CbunrU r BC Live 0.00 psf O.C.Spacing 2-0-0 3700 RIEGO ROAD, ELVERTA, CA 85829 u(.Inn•rirn.Vamlm'd/kcuga Hrapuncihdi,ic.c 7LIN01.lA'GLY.41l1/.1.h\'G;L\'O RItd!'IA'G AIh.'T.I1Pl.I7'F.'(Y)NIVECTED 11,001) TR(L111'ES, BC Dead 10.00 psf Design Spec UBC -97 . ////N and'.5'(/A/.)/;IR 1'.1'llh.'h.'7"h)' 7'l'l. 74 7'n a, Vlw, hma"" f7'I'/) i, la ,,,d,a lY0 fia Dri,•e. iludwn,. 11'isruu.cin 537/9. ' 1rir.lnu•rirau hares/ and I'n,,cr aaauunnun (.IFI'. I/ is h. wd m 1111 /9,h lire,( NII: St, MQ II'nshing0un. UC`0036 TOTAL 42.00 psf Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE 1 0-0-0 Truss ID: 136A Drw : ORO x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSIITPI - 1995 This truss Is designed using the 1 o- 1-12 1341 3.50• 1. 50• BC 2x4 DFL #1 - THIS DESIGN IS THE COMPOSITE RESULT OF UBC•97 Code. - 2 23-10- 4 1011 3.50° 1.50° WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 3 23-10- 4 1011 3.50• 1.50^ Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone BRO REQUIREMENTS shown are based ONLY Install Interior support(s) before erection. Mark all Interior bearing locations. . Hurricane/Ocean Line = No, Exp Category = B on the trues material at each bearing End verticals designed for axial loads only. PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 90.00 ft, Bldg Width = 36.00 fl Extensions above or below the truss profile - Mean roof height = 12.31 ft, mph = BO TC FORCE -AXL BND CSI (if any) require additional consideration UBC Standard Occupancy, Dead Load = 26.0 psf 1-2 -2232 0.03 0.17 0.20 (by others) for horiz. loads on the bldg. 2-3 -1608 0.01 0.12 0.13 3-4 -1530 0.01 0.17 0.18 4-5 -839 0.00 0.17 0.18 5-6 -833 0.00 0.19 0.20 BC FORCE 'AXL HND CSI 7-8 2059 0.31 0.10 0.41 8-9 2055 0.23 0.19 0.42 9-30 1451 0.17 0.19 0.36 10-11 1451 0.17 0.27 0.44 11-12 91 0.00 0.27 0.27 WEB FORCE CSI WEB FORCE CSI 2-8 120 0.06 5-11 231 0.09 2-9 -629 0.40 6-11 901 0.37 4-9 384 0.16 6-12 -961 0.28 4-11 -885 0.77 3-4 18-0-0 6-0-0 1 2 3 4 5 6 F-4.00 6-6 4.00 4 MAX DEFLECTION (span) : L1999 IN MEM 8-9 (LIVE) L=-0.06" D=-0.09" T=-0.15" ===== Joint Locations 1 0-0-0 7 0-0-0 2 6- 5-12 8 6. 5.12 3 10-6-11 9 12-1-12 4 12-1-12 10 14-0-0 5 18-0-0 11 18-0-0 6 24-0-0 12 24-0-0 4-6 1 7-10-1 1 SHIP 0000�_ �FFSSIONq� a -o -o 24-0-0 +wr l 12-0-0 7 8 s 10 11 12 STUB TYPICAL PLATE : 1.5-4 i AF OVER 3 SUPPORTS V `' All plates are 20 gauge Truswal Connectors unless preceded by •'18•' for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Sca 3_ WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ' - '17d, design is, for nn indi,•iJunl huildi„g rum/xu,cm unl nvsa.n.r,can. h 1'.1 r " MseJ nn s!nriii-liars protide! by U,c ronyxurc.0 ,uunuGmmrrr Chk• CM d dTruss I D . B 6A ® anont• in-ardruu a uad, the Waren, rr,oiuns.,/T!'l and APPA de igddr. e u .atru,nr.Vu respnnsihiliq ie n>.awned,(,r di:nensionnl nrrwr,rr. Pi,nnsinns re m M: ,xna(7ed by tl. ru...I­­, „uun,(nr,mer mol is building daaignrr prior m fi,hrirminn. The M,ilding decigncr naaq nsrermiu that she loads Dsgnr: EC WESTERN W wilittdunU,/srle..igac, e.aarJUn•l�ndinginpv db/ the loral1,01,1ngrad-Wil l,pnIllWo,'applicnsiun. 7'l,edesig„nss,rnu.•slhnllherop,I d TC Live 16.00 psf DurFaes L=1.25 P=1.1,5 O O D i.r Inlernlh brand by the ,un(nr,puw .rlremhiug and she boo rlmrd is M-allr braced by- rigid shend,ing uuaeriu/ direrdr..... kd. unless nd,en, ice• died.xrarh,grhalrnirlrrnlernl.rap/n,7r�f......e„t,mem>-o d'taredarehnrAlh,gle„g,h. TW „pnn...../n/ hephm di mr TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS n•,,,,,,me„Imre„aura.,ems,nai.rl,ay......onid,e,,.,,nn,,.,reedl9'am,rParru,.era.a,......aera,,,dm,. b,mirme.hm,die.i"'""ll and hrurc INS e'uss I OrrurdOnn',rill, Me falluuing.m, I ds:'JOIN7'1)El',111.S•h/'r7lvs,rnl.S1NSl/7•I'I V,,'117CA P. II'rx,d 7nr.cc Co-,ilBC Live 0.00 psf O.C.Spaeing 2-0-0 /'.moi-S,m,dmdlk.,ig„R-l-,,ihiltde.r.•rIANOUNGINSE41ING,wuBRACING Alr.'ru.Pl_n7tco;vvltcrxl�IV001)I7(LC1'@S• BC Dead 10.00 psf Design Spec UBC -97 ]700 RIEGO ROAD, EL VER7A, CA 95830 . (/I/U. 91) u„d 'V ill l/ .SUA/.1/, IR I'S//1•.'F.'%"h7. 77.1. rill, D r/'hue h,.,,inrle (77./);s larn,ed Ill WOlrf ill Urirc• At jirun. ll'ist'unsill 3!711. Thc• Au,rrinm I and Duper axsurimian OFJ/ 0 is hl -led al Ill/ lid, S, y 1. NII'..pe ROA 11'n.0h,gpn,, VC 200J6 TOTAL 42.00 psf Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: C1 Drwa: BRG x -LOC REACT SIZE REO•D TC 2x4 DFL 2100F -1.8E 1 0- 1-12 2720 3.50" ® 1.50" 2x6 DFL #2 1-2 2 25-10- 4 2697 3 .50" 1. So" BC 2x 2x4 DFL #1 BRC RROUIRBMENTS shown are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing 2x4 DFL #1 10.5 mel. llr..ringal„n,r,,.r rh.,ernl,n/r/,r,,.lr, ..nen,,.ne...h „nnh ,n rednrehnrAlh,gle„glh. nd..rn,,./n,nen,..hdlnnlhepl-vdh,rn,y I1h,,l ill,nuselhc..,ni's ..rer....h•...nr,heu"'.1,, TC Dead 16.00 psf Rep Mbr Bnd 1.00 aeed'ISO%..J/ar......sen....,crmrplun•ronrsinn l•i,hrirme.Is f/e.inc,dl Drainage must be provided to avoid ponding. TC FORCE AxL BND CSI Permanent bracing Is required (by others) to 1-2 -6080 0.06 0.20 0.26 . ////fl Yl/ nnJ ' Isl Stltl.tl. In l'.1'/l/:CY,by Is'/ 'l'hc l'ru„ f•/u,e hr„rnn: l'l'l'l/ is lnru,eJ n, 11'Un�.%Tin 1) ...... (uJisun. 16'i i" Sf%ly prevent rotallon/toppling. See HIB -91 and 2-3 -6023 0.11 0.61 0.72 Segn T6.4.12 - 0 ANSI/TP11-1995 orANSlrrPll-2002. 3-4 -7439 0.10 0.44 0.54 (` Conti unuoous-lateral-bracing-attached-to-flat 4-5 -5289 0.10 0.51 0.61 "ITC as Indicated. Lumber must be structural g`radeiBrace @ 24" o.c. unless -noted. BC FORCE AYL BUD CSI PLATING -BASED -ON -GREEN LUMBER VALUES. 6-7 5710 0.43 0.33 0.76 staggered(per 7-8 7524 0.57 0.15 0.71 �1-Nall-w/10d-COMMON, In: TC-2/ft BC-2/fl WEBS-2/ft 8-9 5615 0.42 0.12 0.55 9-10 5615 0.36 0.22 0.58 ' 10-11 4e 0.00 0.22 0.22 WEB FORCE CSI WEB FORCE CSI 2-7 963 0.20 4-10 -1843 0.10 3-7 -1626 0.18 5-10 5703 0.43 3-8 -479 0.03 5-11 -2567 0.15 4-8 1977 0.40 TYPICAL PLATE : 1.5-4 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 ++++++++++++++++++++++ Nail pattern shown Is for PLF loads only. Concentrated loads MUST be distributed to each -ply -equally. -On -multi -ply with -hangers, use 3" nails min: Into the carrying member. -for more than 2 ply, use additional fasle ers as indlcated from the back plys, or use any other approved detail (by others).'`" +-+-+-+=sit++'+i+++♦++++++ End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. This design based on chord bracing applied per the following schedule: ma><o:c--*from-to TC 24.00" 7.10.15 26- 0. 0 T.hls-truss=ls-des to ned-us Ing -the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 fl, Bldg Width = 25.83 ft Mean roof height = 10.63 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ----------LOAD CASE #1 DESIGN LOADS -------------• Dir L.PIf L.Loc R.Plf R.Loc LL/TL TC Vert 64.00 0- 0. 0 64.00 B-0-0 0.50 TC Vert 155.33 8- 0- 0 155.33 26- 0. 0 0.50 BC Vert 48.54 0. 0. 0 48.54 26. 0. 0 0.00 Type... Ibs X.Loc LLITL TC Vert 255.2 8- 0- 0 1.00 TC Vert 255.2 8- 0- 0 0.00 MAX DEFLECTION (span) : 1-/999 IN MEM 7-8 (LIVE) L= -0.15" D= -0.25" T= •0.40" ===== Joint Locations 1 0.0.0 7 7-6-12 2 7-6-12 8 13-6-12 3 13.6.12 9 18.0.0 4 19-8-8 10 19. 8. 8 7-10-15 I 5 26-0-0 11 26.0- 0 2-PL-YS�--t 1 2 3 4 5 6 0.0.0 REQUIRED � 18-0-0 510# 3-4 All plates are 20 gauge Truswal Connectors unless WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Thisd,aign r. fi i lirid..af holding r ..... pnv.. n.., nn.. srsarn. /, tins lnvv, hnseJ un s/xrilit'aliuru' prr,r;AeJ fgvhe ruu,pnnrn, r„rurrrr,r�,,,,�a•, Chk• CM (+ ® u nd Jun. ;n ""..rimae vi,h ,hc ru,�ren, r,."�sumv a/7'Pl md.IFP.I Design strn'Jnrdc. Kn rcywn..ihil;q•;.. ns..mncd rn,� Jhnoui,) l..r...rn ,�. � Truss I D " C 1 n,r r.. he re, Jied h/ ,tic rn...p... en, .......uliu,..rer nnd'or Auif.ling drsix ,er pri • m /nM;cn,inn The h..ilding de.,ig-.. na..v "seas/n;u ,hu, ,he /ands Dsgnr. EC WESTERN WOOD .n;r,:ed,nr,hi.dealt„mee,m.•..eed 0.r lnnliag;ny,n,.,-dq she h-1 ildmg-da•nod,he/,.nde,.ln, ry,/,nr:,,,in,,. The da•..ise,, �...........h,,,,he,nr,rh,,,d hae TC Live 16.00 psf DurFaes L=1.25 P=1.15 is .lir h.ru rJ h/ ,tin roof ur /Inn. shend.ing rad ,he hamar....hnrd is fna•rulle hrnn d hr a rigid shornhing .""..viadi-e d) didy .....,..tid ..,doss u,henrisc ®FABRICATORSeuc,r, mel. llr..ringal„n,r,,.r rh.,ernl,n/r/,r,,.lr, ..nen,,.ne...h „nnh ,n rednrehnrAlh,gle„glh. nd..rn,,./n,nen,..hdlnnlhepl-vdh,rn,y I1h,,l ill,nuselhc..,ni's ..rer....h•...nr,heu"'.1,, TC Dead 16.00 psf Rep Mbr Bnd 1.00 aeed'ISO%..J/ar......sen....,crmrplun•ronrsinn l•i,hrirme.Is f/e.inc,dl BC Live 0.00 psf O.C.Spaeing 2-0-0 a„d hnu r lho -s'.. i„ arrard..n, a rcll, the f,rm,er„g st thmic 7ohv1' uETAUS' h/ 1r,aax,l. 'AAW/!rr/ r. 7vrrn r• n•n,d m,r..l•n..... it d,,,,IIWANOIl.viitA,s'rIl.rl.wi.Lvne11ACI G'WEI:u.l•f.. /ECONNFCM, 11,00111,1uINSE'S' BC Dead 10.00 psf Design Spec UBC -97 3700 R1EGO ROAD, ELVERTA, CA 43620 . ////fl Yl/ nnJ ' Isl Stltl.tl. In l'.1'/l/:CY,by Is'/ 'l'hc l'ru„ f•/u,e hr„rnn: l'l'l'l/ is lnru,eJ n, 11'Un�.%Tin 1) ...... (uJisun. 16'i i" Sf%ly she nm.nri..,,., rare.., n,drnl,a•r.r...11h1lin„ (Al -TA) i., han.edm nn /vm $reel, A'a: s,a• son. u'ruh;.,gl..r,. DC211036 TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: C2 Drw : BRG 1 x -LOC • REACT SIZE REQ' D 0- 1-12 14 a8 3.50. o• 1.52 • TC 2x6 DFL #2 2x4 DFL #1 3.6 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied 2' 25-10- 4 1092 3.5 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: BRG REQUIREMENTS ehowa are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. maxo.c. from - to PLATE VALUES PER ICBO RESEARCH REPORT #1607. TCS ! 24.00" on the trues material at each be Drainage must be provided to avoid ponding. Loaded for 10 PSF non•concurrent BCLL. 3:9-10.15 26-70 0 9 Thls.truss.is.designed-using-the TC FORCE AXL PLATING BASED ON GREEN LUMBER VALUES. End Continuous -lateral bracing -attached -toilet UBC -97 Code. 1-2 BND CSI verticals designed for axial loads only. TC as indicated. Lumber must be structural- Bldg Enclosed = Yes, Importance Factor = 1.00 3700 RIEGO ROAD, ELVERTA, CA 95926 -2488 0.03 0.16 0.19 Extensions above or below the truss profile grade. ,t3cace @ 24" b.c?6nless'nbt6d� Truss Location = End Zone a-3 -2172 0.02 0.09 0.11 (If any( require additional consideration " - - 7h- "-`h hives, nnJ l'nper:Looriwiun(.IF/'.1l 7s 1urnl.•dn1111119,h Sbmk Nil'. She 8011111.hh1g,ou. U(' 70416 3-4 -2106 0.08 0.32 0.40 (by others) for horiz. loads on the bldg. Hurricane/Ocean Line = No, Exp Category = B 4-5 -2257 0.09 0.35 0.44 Bldg Length = 90.00 ft, Bldg Width = 25.83 It 5-6 -1544 0.04 0.36 0.40 Mean roof height = 10.97 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCEAYL BND CSI ' 7-8 2301 0.35 0.12 0.47 8-9 2299 0.35 0.08 0.43 9-10 2284 0.28.0.17 0.45 30-11 1622 0.20 0.17 0.37 , 11-12 1622 0.20 0.19 0.40 12-13 64 0.00 0.19 0.19 WEB FORCE CSI WEB FORCE CSI 2-8 70 0.04 5-10 738 0.30 MAX DEFLECTION (span) 2-9 -284 0.09 5-12 -772 0.10 L/999 IN MEM 9-10 (LIVE) 3-9 358 0.15 6-12 1781 0.72 L= •0.09" D= •0.14" T= -0.23" 4-9 -204 0.14 6-13 -1044 0.19 a -lo -270 0.05 =====Joint Locations 1 0.0.0 8 5.4-14 ' 2 5- 4-14 9 9.6-12 3 9-6-12 10 14-10.12 4 14.10-12 11 19-0.0 I 9-10-15I 5 20-4-8 12 20-4-8 1 2 3 4 6 26.0-0 13 26-0-0 5 6 _ 7 0-0-0 4 16-0-0 TYPICAL PLATE: 1.5-4 ,411W 4V �/V - -3T"/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: VICKERY ®­if,,dh)-,h This d-ig,, is (,r nu /nd7.•id-I mrildh,g r nnlunru I nuI uv.ca.ry�e,cm n hnr /•.r.•n hn,eds/,crvprn,h„�., /,rr,.aded n/,ne rnnr/,r,nen, ........fi Chk• CM � and drm: h or rdmur a hh ,he runx+r, xcvimra !f7'l'I I d/T.I/esig s0urdurdc Nu res/wusihilip is I ..caned ho' diuu•nsiruud urrur'nr.rUiuiensiun.c T russ ID. C2 nM. rnnyw,ne,u uu,...!fi.n:r rurd/iu huildmg dedg,rcr/rru,r lu fi,b,;rruiu,,. The huildh,g deaiguer•,,,u .......... h, Ihm the l,rrrdv Dsgnr: EC WESTERN mdiwdn„IN,do.,ig,,,r,ee,nr�.reed,h,:h,nli,.gi,,,I...... dhld,eh,r,dh,dldo,ga,der,ndthe I-iir,dr,rep7dirr,ho,,.Thede,iglnasun,esd,md,elnprhurd TC Live 16.00 psf DurFaes L=1.25 P=1.15 WOOD i.v ln,ernllp mnrrd hr,he r , Jnr./Ino .du.•nU,7„g nnd,hc houu,u chord i.c Iwav,/lr hrnreJ hp n ,igid ,hen,hing nuuarird Jirrrdl nunrbrd. unlc-vx urhavisc ®FABRICATORSnn,nn,•,,,,hal-11.....erne,,,ni.n,rerun,e,r,r:/'Ihe:,,nd ed. err,rh,g..h,,.,„i, /,rlrnernl.,,r/,/,rin/rnr„/.rne,rc.rrre,,,h.•snnq,nredurehurk1mglerOpd Thi.rnr„/",nern..l,nunr,Ihepinredinn,ry TC Dead- 16.00 psf Rep Mbr Bnd 1.15 ... r... rrdIr'a.n,.ivrl.,ernnnrru„yd,nr.n„...4"'. hi,n,;rwe. hn„dm.m'oull nnJ hrurc J,ix uus.c m w rur'Jam a u ah IN: /nlluu mg.anndn,' 1, 'Jf7l:V7' 1)1"7*,IILS* hpr7,Y'unrnl. ANSI/11'I I'. 'IVTGI P - II'und 7',vca ('uum it BC Live 0.00 psf O.C.Spacing 2.0-0 3700 RIEGO ROAD, ELVERTA, CA 95926 ul.hn.a irn .l7undm'd lk.ip' 9-1-1cihilid-7LINT)I.INC IA1SI:II.I.I.NG,hv110x:u7Nc elrs7:u.rL.Ire rn7vnvrrrh7l u'nun 7'aueees• BC Dead 10.00 psf Design Spec UBC -97 . !/ll11 91/rurd'/1111 'J7 S!lll:ll, ll+1'S111:/:7'M1r 77'1 the '!'rues l'lu,c lrr.Illu,e (771/) i.,1 --d a, Il !f, 7n 11, 3.x•. Alndisnn. 117 7n 53719. 7h- "-`h hives, nnJ l'nper:Looriwiun(.IF/'.1l 7s 1urnl.•dn1111119,h Sbmk Nil'. She 8011111.hh1g,ou. U(' 70416 TOTAL 42.00 psf Segn T6.4.12- 0 E. - TYPICAL PLATE : 1.5.40 _ `l� 3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. N4 Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ_ 40 Job Name: VICKERY RESIDENCE ® Thi., design I.., f imho,1 nl huilding ruugnnmm sur uvc..q•.aem Is hn., heen hosed un.V.rrilirminns prueided hr she rangx.,unr uunnJ,ri, er and door• in ......,'doors vi/h rhe runrm vmsinn.c.rl 7'7'! Je•.rip. Chk• CM Truss ID: C3 Drw BED 1 _X -LOC REACT SIZE REQ' D TC 2x6 DFL #2 0 1-12 1426 3.50• 1.52 • 2x4 DFL #1 3-6 Plating spec : ANSI1TPI - 1995 This design based on chord bracing applied 2 25-10- 4 1092 3.50^ 1.50• BC' 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF ' per the following schedule: BR REQUIREMENTS shown aze based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. max o.c�from to on the truss material et each bearing Drainage must be provided to avoid ponding. Loaded (or 10 PSF non -concurrent BCLL. TC 24.00" 11.10-15 26- 0- 0 This truss Is'deslgned using uunrheJ. nrd 11""ig.0a..ni.,li,rh�.•rnl..,pr rr„/...... p,,e„r,....... n,•,., „ry•... rrd„rah„rAhng/e,nrh. chi,rr,,y„,nrnr.a,nu,„rhrph -di n,, +o•,rn.a..e,ud,n,,.du.r,a,rnc�u,ni.rn,,•.a.urnr.,/rhe,raudt-m-drYYL.mdhuvv,u PLATING BASED ON GREEN LUMBER VALUES. Continuous_lateral_bracingallached-lo-fiat, the UBC -97 Code. ' Te 1-2 FORCE AXL Erm CSI- End verticals designed for axial loads only. TC as Indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 n%au,erirr,\'uunlnrJ Ul,igr,aey>.,n,inirrir... 71AMILINGlhS?AJ.1.1.4rAXI) 1711. ICIA'GAIE7: a I,/ -I r•uvver-r7tn trout. 7'lu..ears' -2468 0.03 0.19 0.22 Extensions above or below the truss profile grade •Brace @ 24;`o.c. unless'voted.-,_f(. Truss Location =End Zone 2-3 -1943 0.02 0.09 0.11 (If any) require additional consideration 3-4 -1845 0.06 0.34 0.30 (by others) for horiz. loads on (lie bldg. SegnT6.4.12- 0, Hurricane/Ocean Line = No ,Exp Category = B gory =1 9-5 -1767 0.06 0.27 0.32 Bldg Length = 90.00 It, Bldg Width = 5-6 -1148 0.03 0.27 0. a9 Mean roof height= 11.30 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE AXL END CSI 7-8 3281 0.34 0.11 0.45 8-9 3277 0.34 0.08 0.42 9-10 1791 0.23 0.15 0.37 10-11 1200 0.15 0.12 0.37 - 11-12 1200 0.15.0.15 0.30 13-13 so 0.00 0.15 0.15 WEB FORCE CSI WEE FORCE CSI 2-8 102 0.05 5-10 733 0.30 MAX DEFLECTION (span) : -9 -531 o. as 5-12 -eoe o.20 1_1999 IN MEM 8.9 (LIVE) - 317 0.13 6-13 1965 0.60 ' L= -0.07^ 0=-0.11" T=-0.18" 9-9 67 0.03 6-13 -1050 0.27 4-10 -371 0.09 - ===== Joint Locations 1 0.0.0 8 6.4-14 ' - 2 6- 4-14 9 11. 6-12 3 11-6-12 10 16-2-12 11-10-15 4 16-2-12 11 20-0-0 1 -i 5 21-0.812 21-0.8 2 3 -4 5 6 6 26-0. 0 13 26-0-0 14-0-0 7 0.0-0 TYPICAL PLATE : 1.5.40 _ `l� 3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. N4 Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ_ 40 JOB#: VICKERY ® Thi., design I.., f imho,1 nl huilding ruugnnmm sur uvc..q•.aem Is hn., heen hosed un.V.rrilirminns prueided hr she rangx.,unr uunnJ,ri, er and door• in ......,'doors vi/h rhe runrm vmsinn.c.rl 7'7'! Je•.rip. Chk• CM nnJ:1lT.1 suu,Ja"rd,. Nu rest,.usihiliry• is n.cswnrd�,r Jiu,ensiuual urrwr,.)% Viu,en.ciu„s' 'cmhe- Truss I D . C3 fflied by Uier ,il...wn nuun�lrrrrurer nnJ/u buirding de,iA ,erp for rufirM irnriuu. 77,6building Jes(„cru,un., enrrin,sim she lundc udhneJ Dsgnr: EC WESTERN n„ Jd. J.uign uu•er ur erased nc� /....Jing iu 1-d hp rhe tarn/ huilding rude nod be pnnirulnr npplirnriun. 77,6 designs . ,,,ne„h, rhe h p chord TC Live 16.00 psf P OurFacs L=1.25 P=1.15 W WOOD i,11nernn-hrnredh, rneraa , 7 ! u� /hu � he and ,he M.nuu, rlun'd i.. Inn•.vdlp hrnrcJ hp n rigid shenrhiug nvncrinl direnlr -1-oh-4.,e ®FABRICATORS uunrheJ. nrd 11""ig.0a..ni.,li,rh�.•rnl..,pr rr„/...... p,,e„r,....... n,•,., „ry•... rrd„rah„rAhng/e,nrh. chi,rr,,y„,nrnr.a,nu,„rhrph -di n,, +o•,rn.a..e,ud,n,,.du.r,a,rnc�u,ni.rn,,•.a.urnr.,/rhe,raudt-m-drYYL.mdhuvv,u TC Dead 16.00 psf Rep Mbr Bnd 1.15 ... rroun•......rcrun...iun F„h,it"'.hn„Ik.hr.urrll and hi x a chis O,ss in (,I 111nre u•irh rhe lidlmoog seuumrrdc JUI.VT UIi7AILS' h) - T v.nrut 'AAW/iTI'I I'• 'll'Tf l rIf d T vs, (bunril BC Live 0.00 psf O.C.Spaeing 2-0-0 3700 RIEGO ROAD. ELVERTA, CA 05626 n%au,erirr,\'uunlnrJ Ul,igr,aey>.,n,inirrir... 71AMILINGlhS?AJ.1.1.4rAXI) 1711. ICIA'GAIE7: a I,/ -I r•uvver-r7tn trout. 7'lu..ears' BC Dead 10.00 psf Design Spec UBC -97 (1118-YI) nnJ 'IIIN YI 1'r?d /ALIh 1'.1'1lli F,'I"117 Tl'l 77" 7),- 1.1..91 hurirurr (77'1) k lornn•d m A'O,u(f in Price. At liana. II'i.ruu.sin 53]19 she A,,,e,irnnFmrsrn.,dMgx•r.Lu,arinda„(APP)i,rarr,n•darnn191113x"eer.NIK1)c81x).us„eh,grn,r,uCMD.16 TOTAL 42.00 psf SegnT6.4.12- 0, ===== Joint Locations 1 0-0-0 7 7.4.14 2 7. 4.14 8 13. 6.12 3 13. 6.12 9 18. 0- 0 I 13-10-15 4 19.7-10 10 19.7.10 1 2 3 4 5 5 26-0-0 11 26-0-0 6 0-0-0 1 12-0-0 4-0-0 6 7 8 9 10 II't 4-8-4 1 6-5-11 SHIP /SSI � O�eR � r- c� u RD VV � t� ?f e c �,Vl TYPICAL PLATE : 1.5-4 4 647 . rel: 8IZOO4 s". PF All plates are 20 gauge Truswal Connectors unless receded b ' p y "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `���' dale: 3116" = 1' WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor. Job Name: VICKERY RESIDENCE B#: VICKERY Truss ID: C4 Drw : BRO x -LOC REACT SIZE Rep' D TC 2x6 DFL #2 1 0- 1-12 1428 3.50° 1.52• 2x4 DFL Y Plating spec : ANSI/TPI . 1995 This design based on chord bracing applied #1 3-5 2 25-10- 4 1092 ° ° 3.501.50BC 2x4 DFL 41 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT mato-c�from-�-to #1607. TC 24.00" 13.10.15 on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. 26. 0. 0 This -truss -is -designed -using -the - PLATING BASED ON GREEN LUMBER VALUES. TC Continuous-us-bracbig altached'to;flal, UBC -97 Code. FORCE AXL BND CSI End verticals designed for axial loads only. 3-2 -2425 0.03 0.24 0.28 Extensions above or below the truss �TC as Indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 profile 2-3 -1719 0.01 0.13 0.14 (If any) require additional consideration {grade. Brace @ 24_o.c.-unless noted. -., - Truss Location = End Zone 3-4 -1598 0.03 0.54 0.59 (by others) for horiz. loads on the bldg. nldl,,­­dl9Pu,nidiu,r,n.....erhirpinlcrnrrnshnr. FnArirruc.I dk.hsmB hv d h u,,nre thiI.. u, urrd u,d,,,,,*, . irh Bre /nllnn111911 uldnrd,: 7U1N7' DETAILS' hl' Twsunl. ':1 NSYTH I'. '11701 V 11'und 71r ., ( ilunril Hurricane/Ocean Line = No , Exp Category=B 9 -5 -1210 0.03 0.54 0.57 3700 RIEGO ROAD. ELVERTA• CA 9562a Bldg Length = 90.00 ft, Bldg Width = 25.83 ft BC Dead 10.00 psf Design Spec UBC -97 Mean roof height = 11.63 ft, mph = 80 HC FORCE AEL BUD CSI UBC Standard Occupancy, Dead Load = 26.0 psf 6-7 2236 - 0.34 0.11 0.45 Th,, a,neater,,r Fwr.O..... I un•:I..,wi.n,nn (:u%'.y i.!„ .....I R uu 19,h Snrel. NIK S11 NIA nddngrnn. nr un7a TOTAL 42.00 psf 7-8 2231 0.26 0.23 0.49 8.9 1253 0.15 0.23 0..39 9-10 1253 0.15 0.28 0.43 10-11 95 0.00 0.28 0.28 WEB FORCE CSI WEB FORCE CSI 2-7 158 0.07 4-10 -736 0.25 2-8 -714 0.52 5-10 1492 0.61 3-8 243 0.10 5-11 -1039 0.36 MAX DEFLECTION (span) : 4-8 423 0.17 L/9991N MEM 7.8 (LIVE) L=-0.07" D=-0.111" T=-0.18" ===== Joint Locations 1 0-0-0 7 7.4.14 2 7. 4.14 8 13. 6.12 3 13. 6.12 9 18. 0- 0 I 13-10-15 4 19.7-10 10 19.7.10 1 2 3 4 5 5 26-0-0 11 26-0-0 6 0-0-0 1 12-0-0 4-0-0 6 7 8 9 10 II't 4-8-4 1 6-5-11 SHIP /SSI � O�eR � r- c� u RD VV � t� ?f e c �,Vl TYPICAL PLATE : 1.5-4 4 647 . rel: 8IZOO4 s". PF All plates are 20 gauge Truswal Connectors unless receded b ' p y "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `���' dale: 3116" = 1' WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. B#: VICKERY ® 716,dr,ig„i,bvr,,,h,dirid,nlh„Bdi„g...... pnnr. r„n..... .w,Ie,n lrhr..nee„h,.,ren„.v„• q;rr„h„„1„,,,idrdhy,h. ,,,,y......„........ h,rr rrr Chk• CM ud Juue Dr nr rurdum.. vid' Iho Horrid rasirn,vl uf7'7'1 nnJahTd dr..iA r xlnrrdnrdr Na rcpwru.ihilir, is I.. ..... . („ di,,,r,,,;"„rd r,r„rr�r,�. !li„rr,,.�ir,,,.,� � Truss I D C4 r r„ he wa frJ h,' rh.• rinuI.,°r„I ,na,,,;(nra,rcr nnd'nr building drsigncr prior w lahricariun the building derig,re,vnu........ in I/uu the k,,,d.. Dsgnc EC . WESTERN _,.J",,,dc,ign,n.•c•I"r..... dtheloadingi,npu.rcdh' rhelnralhuihlingrudeunJthe/xrniru/nrrpplrrnlino 7hcdn rsip,nsuurecIhnlIhr,prhurd TC Live ,6.00 psf DurFaes L=1.25 P=1.15 WOOD is lnnrnlly hrr,, d by d,e rou/'a,;lhu -shruddug and dre I—, rhurd is ha,,ldh b, -,,,,d by n rigid,h,,,d ing mnrrrhd direrrh- mm h.•d. ®FABRICATORS mJe,s udmrvisr n•J u,n,i„g,hnn„i,hn lnr.•,nl..,,/y.�,I,T..,,,I.,nr,n.,........ Nry n,rrI,—I rAh,n;h•ng,h 'rhi,.nnyn,,,e,n,hrdlnnrA-ph', din,,,,y rn,,,n.•,rlmr,I„ill.nn,erhr,nni.rurrr„,nrnlrf,h.•' TC Dead 16.00 psf Rep Mbr Dnd 1.15 nldl,,­­dl9Pu,nidiu,r,n.....erhirpinlcrnrrnshnr. FnArirruc.I dk.hsmB hv d h u,,nre thiI.. u, urrd u,d,,,,,*, . irh Bre /nllnn111911 uldnrd,: 7U1N7' DETAILS' hl' Twsunl. ':1 NSYTH I'. '11701 V 11'und 71r ., ( ilunril BC Live 0.00 psf O.C.Spacing 2-0-0 3700 RIEGO ROAD. ELVERTA• CA 9562a I ..I riruhYnudnrdlk,ignR.,'Plluihililia.,.'II.INAl/NG/,v.S7:4l.l.ING,INDBR:If.%NG,t17:7:i1./'LIT'h.'CONNh.'(Th.'UII'OODTIt(LI'.Pp.ti' BC Dead 10.00 psf Design Spec UBC -97 . (/I/B.Y!%'I'd 71/B Y1 S(.'d1.lMMYS'11EE'7'tr 77'1. 77s.• bvu l'k1r l,,,drulr (77.1) h 1,,( ,d nl ll'(h,n(riu U,1,.. hluJisnn. II7av„Is1,, 5d719 Th,, a,neater,,r Fwr.O..... I un•:I..,wi.n,nn (:u%'.y i.!„ .....I R uu 19,h Snrel. NIK S11 NIA nddngrnn. nr un7a TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: C5 Dr . : BRO 1 -,_X-LOC REACT SIZE REQ;D. 1-12 1428 3.50^ 1.52 ^ TC 2x6 DFL 02 2x4 DFL #1 4-6 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied 2 25-10- 4 1092 3.50• 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF ,per the following schedule: BRG REQOIRENENTS show are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT "'max o-c:�from=to #1607. on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. TC. 24.00" 15.10=15. 26. 0. 0 HORIZONTAL-REACTION(S)= TC PLATING BASED ON GREEN LUMBER VALUES. Continuous late�ai'b�acing-attached-lo,flat _ support 1 111 Ib 1-2 FORCE AxL 8ND CSI End verticals designed for axial loads only. TC as Indicated. Lumber must be structural ' support 2 111 Ib . (1110 911 111111 711HYf .1'1.'Al.tl.IR 1'.Yll/:h.'7" h) 77'1 7'he 'f uu pfura• ln.uirurc 177'// i.c Iwnrad ur !)'(Jur fin Urira•. Alnrli.cun. 11'i.an,r,sin AJ7/Y -2373 0.04 0.31 0.35 Extensions above or below the truss profile grade:YBLr�.ace_@-24'�o;c.-unless.noted. - This truss Is designed using the 2-3 -1978 0.01 0.25 0.26 (if any) require additional consideration ---- '�' 3-4 -1435 0.01 0.14 0.15 (by others) for horiz. loads on the bldg. UBC -97 Code. 4-5 -1343 0.03 0.38 0.41 Bldg Enclosed = Yes, Importance Factor = 1.00 5-6 -915 0.01 0.39 0.40 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B BC FORCE AxL BND CSI Bldg Length = 90.00 It, Bldg Width = 25.83 ft 7-8 2183 0.28 0.22 0.50 Mean roof height = 11.97 ft, mph = 80 8-9 2177 0.25 0.25 0.50 UBC Standard Occupancy, Dead Load = 26.0 psf 9-10 948 0.12 0.25 0.37 ' 10-11 948 0.12 0.17 0.29 11-12 111 0.00 0.17 0.17 WEB FORCE CSI WEB FORCE CSI ' 2-8 221 0.09 5-11 -794 0.36 2-9 -919 0.91 6-11 1287 0.52 MAX DEFLECTION (span) : 9-9 188 0.08 6-12 -1046 0.97 U999 IN MEM 8-9 (LIVE) 5-9 551 0.22 L=-0.07" D=-0.12" T=-0.20" TYPICAL PLATE: 1.5-4 ===== Joint Locations 1 0-0-0 7 0-0-0 2 8. 4-14 8 8- 4.14 15-10-15 3 10-8-7 9 15-6-12 1 2 3 4 5 6 4 15.6-12 10 18.0.0 5 20.7-10 11 20-7.10 Q 10-0-06 26-0-0 12 26-0-0 3-4 All plates are 20 gauge Truswal Connectors unless WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ® This dasigr, i.. fi a indwidunI huilJ;ug ".....I 11lxr nnr r,u.,s .ry:vmm a has h1au Mscd un .alx•r('�rminus prnridcd Iq ,h. rn,11(vur.... mn11.ffi u 1. uidJura• i,r urrur.hurre „ill J,- ,,,I ,,r "aasiurr., u(7'PI nud.-IWI 11 sip, 11 ,idrvd.s. Nn ,c.pxuacihilir) i. Chk' CM Truss ID: arnncd fi-liura•11.ciu,uJ n"ru"nr.� I)ir11an.rhnC5 'c rn ha• ,•enlied hr rhe ru� 1mm " uuunl/ar,urrr nuJk„- huildhrx designer pre ur,(rrh"611116111, The huildmg 111-6x111" uusr nsrermu, r6nr Urn 1 u do Ds g n r: EC W E S TERN WOOD wilh_ad m, "his Jevgn rr c•I•r ur lsrccd dm Inn J,nx inyx,.arJ hr rhe /ornl hui/ding rule 111111 rh1 pnrrirulnr 11pplirminn. 77re dasilgr rr..aumec rhm dm wp r h1reJ TC Live 16.00 DurFacs L=1.25 P=1.15 h 11,W1.11 h"1111.11 hJ• ,h.• x.,11" /InnI11- h g and Mc, h.11 shunt i., lurrnrdlT hrnr111 h) n "igiJ.chemhing ,nnr.*d din do ....... mde. n,he 4s, psf ®FABRICATORS,,rn,,,..8x.Ihnr,"Jlsuss.,lrhe11-114,1111•:"rn,l,"1141b,-,,,,Jru.arca•dI9%.,rdh,rrui ,nred a"11";„x shn,,r;., ,, In,eruf v,ppurr fI.xr,Ixrne11,.. n..... r, n„ry x. rldn"1 h rAli„g 1111gd,. Thi,111,11/ n,lnr.dinu 11111 h1 pi -ed i,r rr„ y TC Dead 16.00 psf Rep Mbr Bnd 1.15 1. ..11uuvnu...h rrtxrusiun p„hrirnre.h,,,,lk.in,rnn and hrurc Uiis 1,"1.,iunrrnrda,re e n•irh,h17,11-mg s.....d Its: 70INTI) "h.'1':Ifl.S'hp 77nsunl.ShV.I'IA'I'/P.'11'7'17;1 V-II'u1u/Th C7rmu it r BC Live O.00psf O.C.Spacing 2-0-0 3700 RIEGO ROAD. ELVERTA, CA 95926 u(.Lneri"u da, If Dip, Res, hilirils. '/LINOLING IN1''7:1/.LINGANI) HRACING; AII:TAL PIATF. C'ONNEC'TED 11'0(Jl) TRL,5.1'l:5'• BC Dead 10.00 psf Design Spec UBC -97 . (1110 911 111111 711HYf .1'1.'Al.tl.IR 1'.Yll/:h.'7" h) 77'1 7'he 'f uu pfura• ln.uirurc 177'// i.c Iwnrad ur !)'(Jur fin Urira•. Alnrli.cun. 11'i.an,r,sin AJ7/Y %'1-1,, rinw h'u"ru 111111 l'uper.lasurnuiun l:iFlCllA Inr'Nadrrl 11/1 19111 511-1. NII; 571800. i1'nshingmn. 1W20036. TOTAL 42.00 psf Segn T6.4.12- 0 6.5-3 3-4 S=6-6 3-4 Job Name: VICKERY RESIDENCE Truss ID: C6 Drw : SROx-LOC REACT SIZE Rep • D TC 2x6 DFL #2 Plating spec : ANSUTPI - 1995 This design based on chord bracing applied 1 0- 1-12 1428 3.50^ 1.52• 2x4 DFL #1 5-7 THIS DESIGN IS THE COMPOSITE RESULT OF ' _ per the following schedule: 2 25-10- 4 1092 3. So^ 1.50• BC 2x4 DFL #1 MULTIPLE LOAD CASES. _ �rmax oc. fi0mA'�•to SEG REQUIREMENTS show are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 17. 9- 7 .26- 0- 0 on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REA C-TION(S)_: PLATING BASED ON GREEN LUMBER VALUES. Con_tinuous-la[eral-bracingattached"to"flat� support 1 125 Ib - Tc FORCE AxL OND CSI End verticals designed for axial loads only. TC as Indicated. Lumber must be structural support 2 125 Ib 1-2 -2480 0.03 0.17 0.20 Extensions above or below the truss profile giraCe-B acs @-241o.c.:unless.noted.-j This truss Is designed using the 2-3 -1858 0.02 0.15 0.16 (if any) require additional consideration;,-- '�f UBC -97 Code. 3-4 -1777 0.01 0.13 0.15 (by others) for horiz. loads on the bldg. �Q�rCs (C Bldg Enclosed = Yes, Importance Factor = 1.00 4 - 5 -1190 0.01 0.13 0.14 Truss Location = End Zone ' .5-6 -1091 0.02 0.16 0.28 Hurricane/Ocean Line = No, Exp Category = B 6-7 -690 0.01 0.26 0.27 Bldg Length= 90.00 It, Bldg Width= 25.83 ft Mean roof height = 12.28 It, mph = 80 SC FORCE AXL SND CSI UBC Standard Occupancy, Dead Load = 26.0 psf 8-9 2294 0.34 0.12 0.46 J, 9-10 2289 0.26 0.18 0.44 4F-0��� 41111 10-11 1686 0.20 0.18 0.39 26-0.0 11-11 717 0.09 0.13 0.22 _ 11-13 717 0.09 0.12 0.21 8 9 10 111213 13-14 126 0.00 0.12 0.12 TYPICAL PLATE : 1.5-4 ' jy /2004 MAX DEFLECTION (span): WEB FORCE CSI wee FORCE CSI All plates are 20 gauge Truswal Connectors unless preceded by •'18'• for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. L/999 IN MEM 9.10 (LIVE) 1-9 119 0.06 6-11 626 0.25 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. L=-0.07" D=-0.11" T=-0.18" 2-10 -629 0.40 6-13 -845 0.48 " 4-10 380 0.15 7-13 1163 0.47 Chk• CM =====Joint Locations===== 4-11 _ -790 0.58 7-14 -1054 0.60 and .....Nn ^ oce rb. rur,'.m n•rs...o.a,y'7'71 uud Al -PA desi),n, xnndt ds. N...1 ...rrbilhy is nuwn.d/hr diunnuluuul nrruracr. Diu. tsiow 1 0.0.0 8 0-0.0 5-11 164 0.07 . V 2 6-6.0 9 6-6.0 -i/i.d hr rhe ...... m... .... ..,u/nrvwrr ru,d/ur b,nldinx deng,¢•rprior ru /irhrrrnriun. 'Thr building desiA rrr n,usr naecrrnin rhnr rhe load& 17-9-7 3 10-8-7 10 12-2.4 1 2 3 4 5 6 7 4 12.2.4 11 17-5-4 TC Live 16.00 psf DurFacs L=1.25 P=1.15 5 17.5.4 12 18-0.0 -It• urr... ndess ah -is. I /Irm m • sh„..... ,.. ru,' Imcrul su r xrry u/ row .m...,...... rs rndr uur.I. r! I AM- . lw •U, Thi., r.,,,, m...... ,ar,H nal M� rm'.-d I ,,n,• ^r + r r r ,. ,. I P TC Dead 16.00 psf P 8-1-8 6 21-6-14 13 21.6-14 Re Mbr Bnd 1.15 P ®FABRICATORS .,nnrrn„nenIIh,,,dr.,,a..en.,mr,..ra,•.rrr,rerun/,he...ndra,•.,r-dI%'„nru„rr„a,eranne.,rrh,re............ .•%,h„rrI..hnndle.,,,.,rn1/ r11NS7/TPI 7 26-0-0 14 26- 0- 0 ' 6.5-3 3-4 S=6-6 3-4 5-11-12 r 7-9-3 t SHIP 3-1-12 4-5 Qii� 10-6-1 - a 14 3-4 1.5-4 2.5-4 -74 3 5 2!4 �Q�rCs (C �pQ oQ�tiR J, 4F-0��� 41111 26-0.0 '111 _ 8 9 10 111213 14 &r& TYPICAL PLATE : 1.5-4 ' jy /2004 All plates are 20 gauge Truswal Connectors unless preceded by •'18'• for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY r ...dioduuI huildhrg (..,na Thi.,dr.•s,gr, i,. jnn„ p.,e,u nnvss .., ..7•sre,n. lr hn..' Mien frn�'rd an .VuciJiruriuua'provided hp rhr rnr„Ix,ncr,r ,non jurnn'.r dui. is.. •..h Chk• CM (� Truss I D 6 and .....Nn ^ oce rb. rur,'.m n•rs...o.a,y'7'71 uud Al -PA desi),n, xnndt ds. N...1 ...rrbilhy is nuwn.d/hr diunnuluuul nrruracr. Diu. tsiow Dsgnr: EC . V -i/i.d hr rhe ...... m... .... ..,u/nrvwrr ru,d/ur b,nldinx deng,¢•rprior ru /irhrrrnriun. 'Thr building desiA rrr n,usr naecrrnin rhnr rhe load& WESTERN WOOD uulixd nn Uric design user ar ­­d,h. landing I I. -d br rhe Im d huildmg rode mrd rhe 1m hvtnr n/nricnriun. %hu design a '..'rhm rh. lop.bard is lwr ..I/y Mvurd ht -,h . n+nf /.noon rharJ is ha. -lb- blond by n rigid drenching unuerw ib hed, TC Live 16.00 psf DurFacs L=1.25 P=1.15 -It• urr... ndess ah -is. I /Irm m • sh„..... ,.. ru,' Imcrul su r xrry u/ row .m...,...... rs rndr uur.I. r! I AM- . lw •U, Thi., r.,,,, m...... ,ar,H nal M� rm'.-d I ,,n,• ^r + r r r ,. ,. I P TC Dead 16.00 psf P Re Mbr Bnd 1.15 P ®FABRICATORS .,nnrrn„nenIIh,,,dr.,,a..en.,mr,..ra,•.rrr,rerun/,he...ndra,•.,r-dI%'„nru„rr„a,eranne.,rrh,re............ .•%,h„rrI..hnndle.,,,.,rn1/ r11NS7/TPI BC Live 0.00 psf O.C.Spacing 2-0-0 ah It- Hass in ur(uninn(c nvh Ih. wit uev,g st dardh: 'JOINT Off -TILS' M•'f nd. l: 'IVTOI V. W -d f v.cs I r .J:I,n.riru,l7m,dnrdL><•.crgr, Hegx,n..i6ililies.71.INIJUN'(iIN.17:•I/.LI.V(i.1.VO HIIAC'INGMEflf. PPI TECONNF,CTIiD 11100v THINSES'• BC Dead 10.00 psf Design Spee UBC -97 1700 RIEGO ROAD, EIVERTA, CA 45814 . 0113 VI) .uN YlIN V/ .1'(/.t 1.1/.IHY.YIIL'h.'l"hy l'I'I l'hc l'ru.v' I'lurc I a. ,.071) is hn wdnr lJ'(,hIrm Ib'i- Alndi-,, II'/s. ..... /n JJ719. 7'11 • A,,,,^irnn F-, mrd l'operAmxl fi OFP:)i, h -,,d ac 1111 ch Svccr. NIV. S%c• MHq 1Vnshingr '. I)('.IxIJ6 TOTAL 42.00 psf Segn T6.4.12 - 0 5-9-3 I0-6-1 -1 TYPICAL PLATE: 1.54 3-4 r 4-0-0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor Thh d -g,- (or an in,hridunl hudding...... I.—... nut ... srncu,, h hu.r Iu•eu hr,.ccJ un slr:rilirnrivai ..vridcd kv da• rnnyununr mm�uluvver and d-1 in ar•rorduncr a-ilh dre r wrcm roam... al 11'1 nnd.IFP.I d..•sign 1 dardi. .Vu rcrpu,.rihilip• is nssu„¢•J (,r Juncos, nl arn.rnrp. Uinanvions nee w Mr r,41W k, -,h . ra...I.) ... ,,uu,ularmrer nnd/ a hmldiug desigucr prmr w fah,rirnunn. 'rl+c• building designer umsr ucrrnnw rhnr rhe land.. mdi:ed au Mi.., design user ..r arcecd nc, lauding unprued hr rhe local huildiug rude and rhe i-li-lar applirariun. Thr Jriign ns>umer rhnr rhe a,p rhurd WESTERNWOOD is Irurrnlh• hr,rccd hr rh.• -qf &-shcmhl..g d,h. h ... .... rhurd is Irrrerally hr, -d hr rr ,v !id shenrhi+,g uu,rcrial di ... ll• wuu*ed wJer> unc�nrisc uud. 11 -mg shuuv a li+r larevul sup/wrr uj rr mpunurn> ...-IX a' unb• w rcdurc hurkling l..a,grh. Thi.v rwnpmem shall um be pI, r din ,k, ®FABRICATORS 'i" rncm rhnr "11,--.-h . ..... 4,1- --d 1/' und'ur rouse cu..nccrur plarc rnnusun,. I•i+br;rna•. hrud4•, :..null and hence dris t -s , nrrurdmrre uvlh the IWI, •ing v-dnrdr: 'JOINT DF,T. IILS' hp i --d. '.INSI/I'I'I l: 'IVI'(JI V- Ilh,nd Tlvs>' L'uunr•,l ul,Imc-Srn„d,riIk-9,rNcs/'•.u..hili,iri,.1I.I.NI4.lNl;INS7:1l.f./.\'(;•I,V/r/IR,I('I.Vt;A(07It. I'l.1'?'E(Y).VNF.'l7/iD WOOD Tlf(1S'S'I :\' 3700 RIEGO ROAD, ELVERTA, CA 95626 . dllh-YI) and 'llllbVl 1'f/d /Jhllt l'S/lGFT"!m I'/•! The I'ru.,s 17nrc In.:ar.nr (17.1),., hunm1 In) 1,v, lhor..ilnJi.un,. IVi..uu+.. 3!7111 i'he W-irau I•irrcu and I'1)/,ur:Is.u,rimiun LII•'PA1 ii Ir,rweJ ar IIl1 /lrh Sven, .VIV S'n•.vnl1, II'ashinl,•Imr• 1)('20036. 3#12004 Scale: 3116" = 1' Eng. Job: EJ. JOB#: VICKERY Truss ID: C7 Drw : •° Job Name: VICKERY RESIDENCE Dsgnr: EC TC Live 16.00 psf DurFacs L=1.25 P=1.15 Plating spec : ANSlrrPI - 1995 , This design based on chord bracing applied - ORG x -LOC REACT size REQ' n TC 2x6 DFL #2 4-6 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule_ - 1 0- 1-12 1428 3.50" 1.53^ 2x4 DFL #1 MULTIPLE LOAD CASES. _ from ,. to' - 2 25-10- 4 1093 3.50• 1.50• BC 2x4 DFL #1 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. TC 24.00,,, 15. 9. 7 26-0. 0. BRG REQDIRBIdEN1'S ebovn are based ONLY bearing WEB Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL-REACTIONS)-:�' . on the truss material at each PLATING BASED ON GREEN LUMBER VALUES. Continuou-s lateral biacing attach6d-to-flat t support 1 110 Ib AYL BND csI End verticals designed for axial loads only. TC as Indicated. Lumber must be structural support 2 1101b This truss Is designed using the TC 1-2 FORCE -2377 0.04 0.31 0.35 Extensions above or below the truss profile grade., Brace @ 24" o•e. unless -noted. UBC -97 Coded. 3-3 -1493 0.01 0.24 0.25 (If any) require additional consideration : ,;� y S' =Yes, Importance Factor Bldg Enclose = 1.00 3-4 -1449 0.01 0.14 0.15 (by others) for horiz. loads on the bldg. Truss Location =End Zone 4-5 -1359 0.03 0.39 0.43 - Hurricane/Ocean Line = No, Exp Category - B 5-6 -932 0.02 0.39 0.41 Bldg Length - 90.00 It, Bldg Width = 25.83 ft - Mean roof height = tt, mph = 80 , BC FORCE AYA BND CSI UBC Standard Occupancy. Dead Load = 26.0 psf 7-8 2186 0.28 0.22 0.50 8-9 2181 0.35 0.25 0.50 9-10 965 0.13 0.25 0.37 10-11 965 0.12 0.18 0.30 11-12 110 0.00 0.18 0.18 WEB FORCE CSI WEB FORCE CSI MAX DEFLECTION (span) : 2-8 217 0.09 5-11 -791 0.35 L/999 IN MEM 8.9 (LIVE) 2-9 -907 0.88 6-11 1297 0.53 4-9 192 0.08 6-12 -1046 0.46 5-9 544 0.22 ____= Joint Locations =_=_ 1 0-0-0 7 0-0-0 ' 2 8-4.2 8 8-4-2 3 10-8-7 9 15.5.4 15-9-7 4 15-5-4 10 18-0-0 1 2 3- 4 5 6 5 20.6-14 11 20.6-14 6 26.0.0 12 26.0.0 10-1-8 5-9-3 I0-6-1 -1 TYPICAL PLATE: 1.54 3-4 r 4-0-0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor Thh d -g,- (or an in,hridunl hudding...... I.—... nut ... srncu,, h hu.r Iu•eu hr,.ccJ un slr:rilirnrivai ..vridcd kv da• rnnyununr mm�uluvver and d-1 in ar•rorduncr a-ilh dre r wrcm roam... al 11'1 nnd.IFP.I d..•sign 1 dardi. .Vu rcrpu,.rihilip• is nssu„¢•J (,r Juncos, nl arn.rnrp. Uinanvions nee w Mr r,41W k, -,h . ra...I.) ... ,,uu,ularmrer nnd/ a hmldiug desigucr prmr w fah,rirnunn. 'rl+c• building designer umsr ucrrnnw rhnr rhe land.. mdi:ed au Mi.., design user ..r arcecd nc, lauding unprued hr rhe local huildiug rude and rhe i-li-lar applirariun. Thr Jriign ns>umer rhnr rhe a,p rhurd WESTERNWOOD is Irurrnlh• hr,rccd hr rh.• -qf &-shcmhl..g d,h. h ... .... rhurd is Irrrerally hr, -d hr rr ,v !id shenrhi+,g uu,rcrial di ... ll• wuu*ed wJer> unc�nrisc uud. 11 -mg shuuv a li+r larevul sup/wrr uj rr mpunurn> ...-IX a' unb• w rcdurc hurkling l..a,grh. Thi.v rwnpmem shall um be pI, r din ,k, ®FABRICATORS 'i" rncm rhnr "11,--.-h . ..... 4,1- --d 1/' und'ur rouse cu..nccrur plarc rnnusun,. I•i+br;rna•. hrud4•, :..null and hence dris t -s , nrrurdmrre uvlh the IWI, •ing v-dnrdr: 'JOINT DF,T. IILS' hp i --d. '.INSI/I'I'I l: 'IVI'(JI V- Ilh,nd Tlvs>' L'uunr•,l ul,Imc-Srn„d,riIk-9,rNcs/'•.u..hili,iri,.1I.I.NI4.lNl;INS7:1l.f./.\'(;•I,V/r/IR,I('I.Vt;A(07It. I'l.1'?'E(Y).VNF.'l7/iD WOOD Tlf(1S'S'I :\' 3700 RIEGO ROAD, ELVERTA, CA 95626 . dllh-YI) and 'llllbVl 1'f/d /Jhllt l'S/lGFT"!m I'/•! The I'ru.,s 17nrc In.:ar.nr (17.1),., hunm1 In) 1,v, lhor..ilnJi.un,. IVi..uu+.. 3!7111 i'he W-irau I•irrcu and I'1)/,ur:Is.u,rimiun LII•'PA1 ii Ir,rweJ ar IIl1 /lrh Sven, .VIV S'n•.vnl1, II'ashinl,•Imr• 1)('20036. 3#12004 Scale: 3116" = 1' Eng. Job: EJ. JOB#: VICKERY Chk: CM Truss ID: C7 Dsgnr: EC TC Live 16.00 psf DurFacs L=1.25 P=1.15 TC Dead 16.00 psf Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spacing 2- 0- 0 BC Dead 10.00 psf Design Spec UBC -97 TOTAL 42.00 psf Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: C8 Drw : BRG X -LOC REACT SIZE REO' D TC • 2x6 DFL #2 Plating spec : ANSIfTPI - 1995 This design based on chord bracing applied ' 1 0- 1-12 1092 3.50• 1.50^ Tx4 DFL #1 3-5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: - - 2 25-10- 4 1092- 3.50• 1.50• BC 2x4 DFL #1 MULTIPLE LOAD CASES. •- max o.c. from to-*�? BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC` 24.00" 13-9-7 26.0- 0 This-truss-Is'designed-using-thef on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. - ®FABRICATORS :"''n"""°ollhol..,rrrnn..a•Ih..In.i..,,I:.am.n,arch.m.n✓.n.,.rr.•d/r•am,d:,r.......•.a..na.,rprm....In..,in...a,d.ri,m..hm,✓Ir.'^"'/I r:,IN.G/I'1'! PLATING BASED ON GREEN LUMBER VALUES. Continuous•lateral-bracing-aUached'to-flat UBC -97 Code. Tc FORCE AYL etro C91 End verticals designed for axial loads only. TC as indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -2428 0.03 0.24 0.27 Extensions above or below the truss profile grade. Brace @ 24"o.c. unless -noted. I Truss Location = End Zone 2-3 _ -1734 0.01 0.12 0.13 (if any) require additional consideration TOTAL 42.00 psf Hurricane/Ocean Line = No , Exp Category = B 3-4 -1614 0.05 0.55 0.60 (by others) for horiz. loads on the bldg. Bldg Length= 90.00 it, Bldg Width - 25.83 ft Io -6-1 Mean roof height = 11.61 ft, mph = 80 9-5 -1231 .0.03 0.55 0.58 F UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE AXL HND CSI S=3.5-4 4-5 24j 6-7 2239 0.34 0.11 0.45 7-8 2234 0.26 0.23 0.49 9 10 APP. 8-9 1275 0.16 0.23 0.39 9-10 1275 0.16 0.28 0.44 10-11 94 0.00 0.28 0.28 WEB FORCE CSI WEB FORCE CSI 2-7 155 0.07 4-10 -732 0.25 MAX DEFLECTION (span) : 2-8 -701 0.50 5-10 1508 0.61 L1999 IN MEM 7-8 (LIVE) 3-8 245 0.10 5-11 -1039 0.35 L=-0.07" D=-0.11" T=-0.18'* 4 - 6 414 0.17 ===== Joint Locations 1 0.0.0 7 7-4.2 2 7-4.2 8 13-5-4 3 13-5.4 9 18.0.0 - 4 19.6-14 10 19-6-14 13-9-7 ; 5 26.0.0 11 26-0-0 2 3 4 5 6 0.0.0 4.00 , 1z -1-a R (70 M2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 7132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. I � .5-4 Nj' 12 Q F ;5 Thi -design is /i.. nn individual huildiug ru...p ,n 1 nu, ,ns.+.oaren+. Ir hos he.o based nx a7x.i%ira.iom, pnn•ided h3 -,h . romp,....... mnnujarlu- Chk: CM Truss I D : C8 - �a Dsgnf: EC rlaI.-ri/i.dbrd,ac,mynam.noominrmr.,•nnd/rhulldiog d.sigoo, prior u+lnbrlcurian. l'he huilJiug J.rigrrcr um.rr asr......iod I,r. land. TC Live 16.00 psf DurFaes L=1.25 P=1.15 3-4 wilixd oo ,his d.sigrr n+rer ur cacr.J,be loading imposed hr dr. lural huildmg eude and da• par.irular nppli-non. 'Ihe Jcai4 r uvun,cc du„ d¢• wp chord WESTERNWOOD L lu,ernll)• hmred tr rhe no% w ll.or ch....hiog nnJ rhe ho,um rhurd is ha,o lr hro-d Ar o rigid shemhiog um.erial direr. y oon h,d. unlcaa orhanase r,o,.d 11 iog slum, is for finerol -pl." ul...... uumu "o, I s only a. rcJurc hackling l.ng,h. 'l'hfx rouyorn•+a shall nn, M pi .d 5-1-3 Rep Mbr Bnd 1.15 ®FABRICATORS :"''n"""°ollhol..,rrrnn..a•Ih..In.i..,,I:.am.n,arch.m.n✓.n.,.rr.•d/r•am,d:,r.......•.a..na.,rprm....In..,in...a,d.ri,m..hm,✓Ir.'^"'/I r:,IN.G/I'1'! BC Live 0.00 psf O.C.Spacing 2-0-0 4-7-12 5-1-3 SHIP 4-5 ,!/*,I inn l,m.J,rJ lisig,+ga•.cp,u,s+hili,ica.'1LINOl.I.Vf,I.VYT:ILLIN(iA.VD MHA('f.Vl; Alli T.Il. l'LITECONNI:l71i1) IVOOD TWiSSli5' 3700 RIEGO ROAD, ELVERTA, CA 95626 -,IlIH...q and 'lllb.Vl Sf/hL4hlxY h'IIF. E%" hr 7T/. I'!m %'ru.0 I•Inm bunru,e r'I'I•U i, /armed nr N'lhuyrio 116- Alu✓is",. 117......... 317/9. ' 77-1 .... ........ Furesr and l'nper Acaarimiu„ rare a i, trnmrd m all 19.n Sn.... ,wv Sr. xan, h✓nahing,u+,, OC 260J6. TOTAL 42.00 psf Seqn T6.4.12 - 0 _.. Io -6-1 F 1.5-4 3-7 S=3.5-4 4-5 24j (26:0:0-'-. 6 7 8 9 10 APP. R (70 M2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 7132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Thi -design is /i.. nn individual huildiug ru...p ,n 1 nu, ,ns.+.oaren+. Ir hos he.o based nx a7x.i%ira.iom, pnn•ided h3 -,h . romp,....... mnnujarlu- Chk: CM Truss I D : C8 - and don. io arrarJnar. o -oh ,h. norma . ,on s u(T7'I nod AFP.a decile+ sra..dnrds. .Vn rasponvibilip u nr.ruweJ b,r diunasiunul orcurarp. Diuieomu,.v Dsgnf: EC rlaI.-ri/i.dbrd,ac,mynam.noominrmr.,•nnd/rhulldiog d.sigoo, prior u+lnbrlcurian. l'he huilJiug J.rigrrcr um.rr asr......iod I,r. land. TC Live 16.00 psf DurFaes L=1.25 P=1.15 wilixd oo ,his d.sigrr n+rer ur cacr.J,be loading imposed hr dr. lural huildmg eude and da• par.irular nppli-non. 'Ihe Jcai4 r uvun,cc du„ d¢• wp chord WESTERNWOOD L lu,ernll)• hmred tr rhe no% w ll.or ch....hiog nnJ rhe ho,um rhurd is ha,o lr hro-d Ar o rigid shemhiog um.erial direr. y oon h,d. unlcaa orhanase r,o,.d 11 iog slum, is for finerol -pl." ul...... uumu "o, I s only a. rcJurc hackling l.ng,h. 'l'hfx rouyorn•+a shall nn, M pi .d TC Dead ,6.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS :"''n"""°ollhol..,rrrnn..a•Ih..In.i..,,I:.am.n,arch.m.n✓.n.,.rr.•d/r•am,d:,r.......•.a..na.,rprm....In..,in...a,d.ri,m..hm,✓Ir.'^"'/I r:,IN.G/I'1'! BC Live 0.00 psf O.C.Spacing 2-0-0 and brur. Ito, Iran hr.urordnur. u Ih d.0 lollo.•o+g suu,dards: 'JOINT DE'GIIL\' br'T,wvul, 1'. 'IV'/'CJ V. Woud Trot. yuan... r BC Dead 10.00 psf Design Spec UBC -97 ,!/*,I inn l,m.J,rJ lisig,+ga•.cp,u,s+hili,ica.'1LINOl.I.Vf,I.VYT:ILLIN(iA.VD MHA('f.Vl; Alli T.Il. l'LITECONNI:l71i1) IVOOD TWiSSli5' 3700 RIEGO ROAD, ELVERTA, CA 95626 -,IlIH...q and 'lllb.Vl Sf/hL4hlxY h'IIF. E%" hr 7T/. I'!m %'ru.0 I•Inm bunru,e r'I'I•U i, /armed nr N'lhuyrio 116- Alu✓is",. 117......... 317/9. ' 77-1 .... ........ Furesr and l'nper Acaarimiu„ rare a i, trnmrd m all 19.n Sn.... ,wv Sr. xan, h✓nahing,u+,, OC 260J6. TOTAL 42.00 psf Seqn T6.4.12 - 0 _.. Job.Name: VICKERY RESIDENCE WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: C9 Drw : BRc x -LOC REACT SIZE REQ' D TC 2x6 DFL #2 This design ,..' G.r a. i"dn•idunl hmfding I..agrournr.u" .- /r has herr, h -d a seam. u .cpery/irrniuns 1-n•idrd hr he I..... u• ... au..u.(rhn"rer Plating spec : ANSI/TPI - 1995 Required bearing widths and bearing areas 1 0- 5- 0 1083 3.50• 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF apply when truss not supported in a hanger. - 2 25-11- 1 1 07 8 1.98• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. This truss is designed using the BRc REQUIREMENTS show are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. UBC -97 Code. on the truss material at each bearing nu.rd Irrar.ng ..hr.u,. ,.. /ur lnrrrnl ,ul7,...r n/ I.....rymcuu u"anMc. nab•... rrdurc hurkliug lragt.. Thi --y ah"Il mn he plurrd in r.nr n"•a,+m"a,alhmu,uraa..rlh........ urea,.,n•".,,/Ihe",".d",n.rredl •,and.;,Inas.,el"....erJ."r.n„.+.,..,,. -Id, PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed =Yes, importance Factor = 1.00 BRG..HANGER%CLIP NOTB _ Live 0.00 psf Truss Location = End Zone 1 •P..�,� Suppo-rt Connection(s)/Hanger(s) are 3700 RIEGO ROAD, ELVERTA, CA 85626 . /lllB Vll "..d 'I!!R. 91 h'IMMIAIl Y::11kET' hl. TPI. 7'he. '/iv,s I'lru.• !"a.Iu.e (17'/) i.. fnru.rJ u. 11•lh1,d,'w llri.v. Hurricane/Ocean Line = No , Ex Category P 0 =B not designed for borizontal loads. ]hr.bnr.rran bine a,d Palh ,Wuna,."n IM' is hvmrdm I/// I 1/Ih S,,v .NIV.,IYc Nlgl. ll'n..hi"ghun. W..'100.16 TOTAL 42.00 psf Bldg Length = 90.00 ft, Bldg Width = 25.7.71 ft SHB SIMPSON CATALOG Mean root height - 11.48 ft, mph - 80 FOR UBC Standard Occupancy, Dead Load = 26.0 psf ADDITIONAL INSTALLATION NOTES TC FORCE AYL BND CSI 1-2 -2370 0.02 0.28 0.31 2-3 -2094 0.02 0.22 0.25 3-4 -2161 0.02 0.18 0.21 4-5 -2463 0.03 0.18 0.21 BC FORCE AYL HND CSI - 6-7 2180 0.33 0.27 0.60 7-8 1526 0.17 0.29 0.46 8-9 1526 0.17 0.33 0.50 9-10 2284 0.25 0.33 0.58 - MAX DEFLECTION ) (span): (LIVE _ U9991N MEM 7-8 WEB FORCE CSX WEB FORCE CSI L=.0.12" D=-0.19" T=-0.30" 2-7 -370 0.07 3-9 670 0.27 3-7 581 0.24 4-9 -432 0.08 ---_= --- Joint Locations 1 0.0.0 6 0-0.0 2 6. 7.10 7 8. 8. 0 3 12- 8-12 8 15- 8.12 ' 4 18. 9.14 9 16. 9- 8 12-8-12I 13-0-0 5 25-8-12 10 25-8-12 1 2 3 4 5 4.00 -4 00 6-6 2-4 24 4-10-1 4-10.1 SHIP 4-5 10.7.2 t4.5 I0_6-1 2.5-4 S=3.5-4 2.5-4 5=8-127a■I�P 0-3_4 STUB 6 7 8 9 10 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted 3/18/2004 Scale: 7/32" = 1' JOB#: VICKERY Truss ID: C9 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. This design ,..' G.r a. i"dn•idunl hmfding I..agrournr.u" .- /r has herr, h -d a seam. u .cpery/irrniuns 1-n•idrd hr he I..... u• ... au..u.(rhn"rer C h k: CM ® and dnue u, ur.r"rda"re .rirh rhr currc... rc.:.uu.... j TPI .,d. `I..' d sipI ......dards. ,Vo res/an.aibili¢• i.v asswneJ Ju.' Jimcavoual acrw'ary. Dimu.vua.. re w M rrrilird h)• IIIc ro"./amr•" uu."ulncrmzr und/nr huilding designer pri .r n, li+hricnrim.. %'hc huilJ/ng designer mun nsrrnnin Ihnl rhe lanJ Dsgnr: EC .,diced m. rdi.c d.•sign mrrl ur ureeJ rhe h.ndiug im/"errJ br the IruvJ building nude and rhr panirulur applirnliun. '1'lu• design nsvuna•.c Ihal the tap rhnrd WESTERN WOOD is luhrrnlly h. urrd by,h, n.uj ur /Iw.r rhauhiug and hhe Mm"m I hurd i, lr"rrnl(T hrnrrd hr -gid shr hwg umrn hd dhr -, r rmnrh, d nn/css uJ.cnr..ru TC Live 16.00 psf ®FABRICATORS nu.rd Irrar.ng ..hr.u,. ,.. /ur lnrrrnl ,ul7,...r n/ I.....rymcuu u"anMc. nab•... rrdurc hurkliug lragt.. Thi --y ah"Il mn he plurrd in r.nr n"•a,+m"a,alhmu,uraa..rlh........ urea,.,n•".,,/Ihe",".d",n.rredl •,and.;,Inas.,el"....erJ."r.n„.+.,..,,. -Id, TC Dead 16.00 psf I ...... I 1h, 11 nnJ hrnre Jds nvss m urrurdunre .. h the hdfm.vig.vnn h:rds: JOINT Ilh.7',IIL1' Im 'llur"•u/.:d:V.1'!/I'PI /', '11W A /' - 11 I Tnh.cr ('uunrd r Live 0.00 psf uJ: Lncrun linndarJ/a:a.gn 14•../,.na.hiluic...ILbVU/./NIi1,V..WAI.LIN(I.INU BRACING -WEIA.PIA u'e(ThVNE(7'h'1) II'uuU)'H!/SSES' BC Dead 10.00 psf 3700 RIEGO ROAD, ELVERTA, CA 85626 . /lllB Vll "..d 'I!!R. 91 h'IMMIAIl Y::11kET' hl. TPI. 7'he. '/iv,s I'lru.• !"a.Iu.e (17'/) i.. fnru.rJ u. 11•lh1,d,'w llri.v. ]hr.bnr.rran bine a,d Palh ,Wuna,."n IM' is hvmrdm I/// I 1/Ih S,,v .NIV.,IYc Nlgl. ll'n..hi"ghun. W..'100.16 TOTAL 42.00 psf 3/18/2004 Scale: 7/32" = 1' JOB#: VICKERY Truss ID: C9 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: CJ1 Drw : BRG x -LOC REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 This truss Is designed using the 1 0- 1- 5 2869 2.56• 1.53• BC 2x6 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF UBC '97 Code. 2 25- 9-14 3456 3.81• 1.84• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 BEG REQUIREMENTS shownare based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone on the cruse material at each bearing Permanent bracing Is required (by others) to ++++++++++++++++++++++ Hurricane/Ocean Line = No, Exp Category =B + prevent rotation/toppling. See HIB -91 and Nail pattern shown is for PLF loads only. Bldg Length = 90.00 it, Bldg Width = 25.88 it TC FORCE AxL BUD CSI ANSIIrPI 1-1995 or ANSI/TPI 1-2002. Concentrated loads MUST be distributed to Mean roof height = 11.32 fl, mph = 80 - 1-2 -6592 0.06 0.25 0.31 PLATING BASED ON GREEN LUMBER VALUES. each ply oqually._On-niulll=ply with hangers, UBC Standard Occupancy, Dead Load = 26.0 ps( 2-3 -5823 0.04 0.29 0.33 2•PLYI Nail w/10d C-OMMON,-staggered(per NDS) use 3"nails min. Into'.'he carrying momber. - - -LOAD CASE #1 DESIGN LOADS •-•------- 3-4 -6249 0.09 0.35 0.39 in: TC- 2lft BC- Tlft WEBS- 2/ft r For mole ,than 2 -ply, use additional fasten�•� Dir L.PIf L.Loc R.PIf R.Loc LLlrL 4-5 -7381 0.07 0.42 0.49 ers as indicated from"the back -ply., or use �4 TC Vert 128.00 0- 0-0 264.00 25-10- 8 0.44 any other approve d' detail (by'others) :""� + TC Vert 64.00 25-10- 8 64.00 25-11-12 0.50 BC FORCE AYL BND CSI +'+ +'+`+ +=+ + v+ ♦ + + + + ........ BC Vert 20.00 0. 0- 0 20.00 25-11.12 0.00 6-7 6206 0.40 0.13 '0.53 7-8 4415 0.29 0.06 0.35 B-9 4415 0.29.0.03 0.32 9-10 6890 0.45 0.18 0.63 WEB FORCE CSI WEB FORCE CSI 2-7 -1144 0.07 3-9 1921 0.39 3-7 1406 0.29 4-9 -1604 0.09 TYPICAL PLATE: 1.5-4 MAX DEFLECTION (span) : U999 IN MEM 7-8 (LIVE) L= -0.10" D= -0.16" T= -0.26" 6-6 4-3-15 4 4 f'�25-11-12 • All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor This dej,,, is /dr a, mdwidunl huilJrng rwn/ruucm nw Huss s7•s,rm. 0 has been basad an.yrcv'ilirnunns.... dad by the Ton/+a,mn ..,sum/nnurar nnJ,lu.,a ,., nrrurdnnx u•i1h die rmrcv,r vu..vn a u(17'/ au,d TIF'/':1 des,gn .rrnndnrds. Nu re.cpu,r.cihf/ill' i.c nxeun,rd /iu• diumn..rnmd ......r....y. I1i.nvuhn.. ra r„ her 11i,d hr the rnn,pn..... uu..4/4,rurar...dhrr building de ig-r prw n lnbrirmnn. The buff Jing designer must nsrarnn Thar the loud• WESTERN uufr-:rd ua damgn meal ur c¢ d the landing in 1w d hr the turn/ budding rude nnJ for pnrtirulur npplirmiun. Tln design ns:uules rhnr Thr ap rhwV WOOD is h­_11). brad hr• rhe enol lhnr .henlhmv and he Ivnrurn rhnrd lura dh- Ire• d hr• a, rigid shenlhir,g uu,rm ial dir-11. ........hcd. "Teles. "'Ihin r....e .r,.•J. h--,,: h,,.rn ,.. %ur I sup/u,n n(rn...r­,­ ".""he . ,,W,.... rr•Jurr.• hur:Alfr,g hvrglli. Ild. r nm..... nr sh.11 nm /n /dnre I ir, Heel. ®FABRICATORS avnaro„nu...I dun.rillcause he nm lure runnvn ul Thr u.wJmc.crrd1W4 und/nrreuse ennnanorplea•Tarr........ F,,brivae, handle. m.aall Hud bene• dris truss in urrurdnnn• .vr;h the lulluu'iug suuWnrda: 701N'l' Uli7?Ills' Ar 71vsr.nl, ':IN.S/q'!'/ /('ll'T(71 /' IVuod 11- (amu•it r a/.bncrum V1 d -d I A ­p, Ne../s......hilhies. 'NAA9)LING INSTA1.1.ING ANI) IIR:I MNG 3/1,7.41. PI-A7'F. CONNI.'L77iU I1'7x00 7'/1141118'5 3700 RIEGO ROAD, ELVERTA, CA 63820 . 01111.flfl u.,d '///N Y/ .\'(/3 /.11:INY.Y/IC!l"hl 7'%'l. 1'he Tvs> I'/n,e hr,airulr ('I7'/) is 1-ledm I)'(b,np•in Ihfva. Af,dicn,r. 11'i..run..n 3J 71 V. The A,,,rrirnn Fare sr and P,,Nr A.smvuiun LINp.II is 1. m.d m 11 / I l i,1,3arer. NIV. Sir SIX). W-hinpnn. D(• `Tull! Eng. Job: EJ. Chk: CM ===== Joint Locations Dsgnr: EC 1 0. 0. 0 6 0.0. 0 16.00 psf TC Dead 2-7-2-6 7 9-1-9 BC Live 0.00 psf 3 12.11.14 8 15-0.0 10.00 psf 4 18.9- 6 9 16-10- 3 5 25-11-12 10 25-11-12 1 12-11-14 l 12-11-14 2=FLYS 1 2 3 4 5 REQUIRED 6-6 4-3-15 4 4 f'�25-11-12 • All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor This dej,,, is /dr a, mdwidunl huilJrng rwn/ruucm nw Huss s7•s,rm. 0 has been basad an.yrcv'ilirnunns.... dad by the Ton/+a,mn ..,sum/nnurar nnJ,lu.,a ,., nrrurdnnx u•i1h die rmrcv,r vu..vn a u(17'/ au,d TIF'/':1 des,gn .rrnndnrds. Nu re.cpu,r.cihf/ill' i.c nxeun,rd /iu• diumn..rnmd ......r....y. I1i.nvuhn.. ra r„ her 11i,d hr the rnn,pn..... uu..4/4,rurar...dhrr building de ig-r prw n lnbrirmnn. The buff Jing designer must nsrarnn Thar the loud• WESTERN uufr-:rd ua damgn meal ur c¢ d the landing in 1w d hr the turn/ budding rude nnJ for pnrtirulur npplirmiun. Tln design ns:uules rhnr Thr ap rhwV WOOD is h­_11). brad hr• rhe enol lhnr .henlhmv and he Ivnrurn rhnrd lura dh- Ire• d hr• a, rigid shenlhir,g uu,rm ial dir-11. ........hcd. "Teles. "'Ihin r....e .r,.•J. h--,,: h,,.rn ,.. %ur I sup/u,n n(rn...r­,­ ".""he . ,,W,.... rr•Jurr.• hur:Alfr,g hvrglli. Ild. r nm..... nr sh.11 nm /n /dnre I ir, Heel. ®FABRICATORS avnaro„nu...I dun.rillcause he nm lure runnvn ul Thr u.wJmc.crrd1W4 und/nrreuse ennnanorplea•Tarr........ F,,brivae, handle. m.aall Hud bene• dris truss in urrurdnnn• .vr;h the lulluu'iug suuWnrda: 701N'l' Uli7?Ills' Ar 71vsr.nl, ':IN.S/q'!'/ /('ll'T(71 /' IVuod 11- (amu•it r a/.bncrum V1 d -d I A ­p, Ne../s......hilhies. 'NAA9)LING INSTA1.1.ING ANI) IIR:I MNG 3/1,7.41. PI-A7'F. CONNI.'L77iU I1'7x00 7'/1141118'5 3700 RIEGO ROAD, ELVERTA, CA 63820 . 01111.flfl u.,d '///N Y/ .\'(/3 /.11:INY.Y/IC!l"hl 7'%'l. 1'he Tvs> I'/n,e hr,airulr ('I7'/) is 1-ledm I)'(b,np•in Ihfva. Af,dicn,r. 11'i..run..n 3J 71 V. The A,,,rrirnn Fare sr and P,,Nr A.smvuiun LINp.II is 1. m.d m 11 / I l i,1,3arer. NIV. Sir SIX). W-hinpnn. D(• `Tull! Eng. Job: EJ. Chk: CM Dsgnr: EC TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf 9204 :_5/32" = V JOB#: VICKERytV Truss ID: CJ1 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: D1 Drwa:� BRGX-LOC 1 0-0-0 REACT SIZE RHO -D TC 2x6 DFL #2 1 0- 1-12 14214 3.50• 11 20-0-0 2.25• BC 2x6 DFL #2 2 31-10- 4 2081 3.50• 1.50• WEB 2x4 DFL STANDARD BRG REQDIRENENTS shown are based ONLY Loaded for 10 PSF non-concurrentBCLL. on the true. material at each bearing Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to TCFORCE AXL BND CSI prevent rotation/toppling. See HIB -91 and 1-2 -11526 0.16 0.07 0.23 ANSI/TPI1.1995orANSI1TPI1.2002. 2-3 -10904 0.16 0.49 0.65 Continuous -lateral -bracing attached -to' -flat 3-4 -4933 0.04 0.29 0.32 TC as indicated. Lumber must be structural 4-5 -4886 0.03 0.09 0.13 grade. Brace @ 24" o.c.unless noted. 5-6 -5418 0.05 0.15 0.20 PLATING -BASED -ON GREEN -L -UMBER -VALUES. 2-PL-YI-Nail-w/JOd-COMMON-staggered(per NOS) BC FORCE AXL END CSI L in: TC-2/ft BC-2/ft WEBS -2111 7-8 10886 0.71 0.19 0.90 ^� 8-9 10149 0.66 0.23 0.89 9-10 10940 0.71 0.16 0.87 10-11 5079 0.33 0.11 0.44 11-12 5079 0.33 0.08 0.41 12-13 5080 0.33 0.10 0.43 WEB FORCE CSI WEB FORCE CSI 2-8 2647 0.54 4-10 2561 0.52 2-9 803 0.16 5-10 -531 0.05 3-9 -215 0.01 5-12 84 0.02 3-30 -6656 0.76 7-10-15 2-PLYil 1 2 REQUIRED 4-6-10 Plating spec : ANSIrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 ...................... Nail pattern shown is for PLF loads only. Concentrated loads MUST be_distributed-to each ply equally_ Ommulti-ply with hangers, use 3"nails min. into the carrying member. For more than 2 ply, use additional fasten- (aers as indicated from the back plys, or use ny other approved detail-(by_olhers). This design based on chord bracing applied per the following schedule: max-o:c-from=to TC 24.00" 7.10.15 12.7.8 . T, his•truss-is.designed-using-the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No. Exp Category = B Bldg Length = 90.00 It, Bldg Width = 31.83 ft Mean roof height = 11.48 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ---------LOAD CASE #1 DESIGN LOADS .............. Dir L.Plf L.Loc R.Plf R.Loc LLrrL TC Vert 64.00 0-0-0 64.00 8-0-0 0.50 TC Vert 128.00 8.0.0 128.00 14- 0- 0 0.44 TC Vert 64.00 14.0.0 64.00 32-0-0 0.50 BC Vert 60.00 0-0-0 60.00 6-0-0 0.25 BC Vert 20.00 6-0-0 20.00 32-0-0 0.00 ...Type... WE X.Loc LL/TL TC Vert 510.0 B-0-0 0.38 BC Vert 2473.0 6. 0- 0 0.38 6-5-6 13-0-0 3 4 5 6 6-6 MAX DEFLECTION (span) : 1_1999 IN MEM 8.9 (LIVE) L= -0.22" D= -0.37" T= .0.59" ===== Joint Locations 1 0-0-0 8 6-1-12 2 8.0-0 9 12.7-8 3 12.7.8 10 19.0-0 4 19-0-0 11 20-0-0 5 24.10.2 12 24-10-2 6 32.0.0 13 32-0-0 7 0-0-0 T 4-10-1 SHIP i TX -6-1 2473# r rr 7 8 9 10 11 12 1 a 3110LDIC A P po 004 fk 8 0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This Jesrgurs/br nu;nJ; viJuul hwlJ;nx...... / men. n..r..vsv.nnrr•.n. bdru M:en hrurJ ou.,prr.;/icnr;un.. prurided hrdm...... M ... .... ....... 'r°'Y'r Chk' CM Truss`{1D. D1 n,.d demur w rc urJunr "rh rl,.rri Arun,. ,•rr....„ u� 7'1'1 rurJ:lf !':I Jcsw ..rund-d,. :V.. rr.�/x."arhili/r•;.c rra.curnc•J_l,r Jiu.c .,inrrrd .corn..•. bi,nen.,wi wit iuh,•rcr r/ieJ hr rhr ....I.. ....h,r ..1/urhuihhng Jcs.gner pr.urw %,hri...r;nu. The hwlJing drug/Dods Dsgnr: EC eJ w. U,is do gn .w or ea red the loudiug unp -d hr Jn• l..cnl huJJrng.nde unJ.hr p..nr.Wnr npplu., . The Jcsrgn nsswnc., r/un dm lip rhord TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD ;.c I ,nrn v h ....d hp rhe -f- fluor shcmhing d,h, Ixnru.. rhord is lnrercJlr hrnreJ by a xiJ..heud.iug mnrcrinl J;rrcrh• r.,r..rl,rJ...,de.....d,enrisr .mJ br..,,.,g.J.r„n.i.,l..rlw.r..l..up1".n ..lr,,..h...e..r........ rr..,wIv Alh,gl-g,h 7'hi..r..,../„,..r....J.ndm.r lmphrred;,.n.,l• TC Dead 18.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS vua ewdu..u.11,.m. rhr•rnurnm'e.muewulnc­.d1,,.v.dIneu..d'..ramir..... ry.lna•ruruetiun.Vd/r..m,h..udle.nrwn0 BC Live 0.00 psf O.C.Spaeing 2-0-0 ..udb.nrr.his mussmurrordnnre u•nh (hr lirllmrrugshwdank: VOIN'TOE?*IILS'h.•'I'nsunt }1MV/7'I'I 1:117(?I V. 1V ud Tvase ('umrnI r ..l.iwcrcr.. �lnudnrJ lk.,.p. Rr.,1.......hdaw:. 'I LIN/71.INGLvs7:u.lJNo.INn sl<.•u'Lvr, nm'7'dL rl.n7; rnN,vhrrl:'u Ivnuu'reualry BC Dead 10.00 psf Design Spec UBC -97 7700 RIEGO ROAD, ELVERTA, CA 0562e . I/Illi V// and'//llbil ,1U.VSLIR I'.�'lIGL"I"I{c l'p! l'h. Gvs.: Ph", b..r.nwe A'l'it s lurureJ w U'rinn/riu..rigs AlnJrsun, 111......su. JJ719. Th, A, mrirw, h'..r.....nd 1'np.rn......... wr..,r I:Ir'1':u is I..rwed w un IWh .14 r,•r. •wr. St,e rxl. 111,0'ing'.". u(' ymJ6 TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: D2 Drwa: ' BRG x -LOC REACT SIZE REQTC 2x6 DFL #2 1 0- 1-12 1344 3.50. 1.50• 2x4 DFL #1 34 2 31-10- 4 1344 3.50• 1.50• BC 2x4 DFL #1 BRC REODIRII:ENTS show are basad ONLY WEB 2x4 DFL STANDARD on the truce material at each bearing Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AYL BUD CSS 1-2 -3184 0.04 0.19 0.23 - 2-3 -2925 0.04 0.14 0.18 3-4 -3466 0.21 0.38 0.60 4-5 -2461 0.18 0.00 0.18 5-6 -2514 0.03 0.21 0.24 6-7 -3184 0.05 0.19 0.24 BC FORCE AXL BUD CSI 8-9 2955 0.44 0.17 0.62 9-10 2954 0.44 0.10 0.55 10-11 2788 0.42 0.10 0.52 11-12 3469 0.52 0.04 0.56 12-13 3469 0.52 0.12 0.64 13-14 2950 0.44 0.12 0.56 14-15 2954 0.44 0.16 0.61 WEB FORCE CSI WEB FORCE CSI 2-9 61 0.03 4-13 -1418 0.61 2-10 -220 0.07 5-13 1193 0.49 3-10 247 0.10 6-13 -672 0.49 3-11 753 0.31 6-14 140 0.06 4-11 -257 0.05 9-10-15 1 2 3 F 4.00 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. (Cd-nntli u uus lateral -bracing -attached to flat ] TC as Indicated. Lumber must be structural grade. Brace @ 24" 'o.c. unless noted. This design based on chord bracing applied per the following schedule: max o.c.from-to TC 24.00" 9-10-15' 15- 1- 8--' iThis-truss is -designed -using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width - 31.83 ft Mean roof height = 11.48 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 4-5-6 13-0-0 4 5 6 7 4-6-10� 0 4.00 6-6 Iw32=0-01MIk- ft 8 9 10 11 12 13 14 !7;10 4-P .0& Ob MAX DEFLECTION (span) : U999 IN MEM 10.11 (LIVE) L=-0.16" D=-0.26" T=-0.42" ===== Joint Locations 1 0-0-0 9 5.4.14 2 5-4-14 10 9-6-12 3 9.6.12 11 15-1-8 415.1-8 12 18-0-0 5 19.0.0 13 19-0-0 6 25.1.2 14 25-1.2 7 32.0.0 15 32.0.0 ' 8 0.0-0 All plates are 20 gauge Truswal Connectors unless preceded by •'18•• for 18 gauge or "H'• for 16 gauge, positioned per Joint Report, unless noted. le: 5132" = 1, WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOBOAKERY This dasip, is lb uniudiWdunl budding r"ngxuun, ua/aysa al's0.•rn. Ir hm been h,,.,,•d,+r, cher(/irrm,+,,, pv ided hprh. r,rmp,ne,o,mmu/m ,,e' Chk' CM Truss 1D. ® n d dune in nrrorJnnrc• „ ah U¢• rwrmu rurs,u,rs o% Tl•I and dFP:I dcsgp. svu,dards. No respmribilh). is assumed/rr d;meusinnuI nreurur7•. Diu,ensha '17,0 Dsgnr: EC D2 re ar be rcrined hr rhe rnu pmcm uau,u(u:lurer unrpur building dcsigr,cr prior w lnbricnunn. building desib ,cr mus, nsrertr,in that tl,e land, TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD urili:cd uu Uris dcsip, neer ur -ed he funding imposed b/•rhe total budding rude and lho p,rrirutry npplicariun. 7'he design nssvrnes Mtn the top (lmrd 4 hucrnlQ• braced hr rhe r,x+%u+ /iuur ahemhh,g rend rhe frenum clued !s frnernlh• h, -,,red by n r,gid..,h nlhh rnarerhd dhr ,e ran ached. ,d, ,lhe ue g m,ed Brnrmg shnuv ,., %ur In,crnl suplxu r nJ'nm,pmcnr. r,unnh, h,.­,,hrn red., a hurAlb g Icug,h. This rou,pn¢ur shot/ uur be Id iu nnp TC Dead 16.00 psf Rep Mbr Bnd 1.15 . ®FABRICATORS - novo.......... ,Amxrnlrhc•unnda,crrecd19Yt ph,, r vaiou. Fahrinua.baodlc.hssudl _ BC Live 0.00 psf O.C.Spaeing 2-0-0 rendbnmc 14,vussu, urrurdnnrc uvh,he bdluvmg a„uulnrds: 'dOIN'T I)EK IILS'hr 7*v ,,,1.IINSI/rl'l I'.'IV7'O1 V. II'ond hvssf iwru rl r uJ':Irncrrru.lYurrd,,,'dDk,,t,Itr.p+ns,M1il,ri,:,.'1ANDLUGIN.1'TALUNGAND IIRACINfi.tlEKIl. /11.177' CONNECTE1.) WOOD TRUSSES, BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95620 . (I flit Yll u„J '/llM 'll J'l1hI,i LIN 1'.Sfl7.'h.' 7"hr T/•/. Ore l)vs. 1'fn,e lnsriru,e.f7'I'fr i., lorn,eJ ur D'(A,,,/ria Driv 11,,J,sun. I)'isrnrrs,rr �J7/l. 7'1-bnerirm,Furcsr and Paper Ascrx,ntnm 1.11T.04 luraled w Illi 011, .SI -1. NIV. Sle,rOlA n'nshiog,m,. 0("00d6 TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: D3 Drwa: BRG Y -LOC REACT SIZEREQ'D TC 2x6 DFL #2 1 0- 5- 0 2349 3.50 . 1.50 . 2x4 DFL #1 34 2 31-10- 4 4888 3.50+ 2.10• BC 2x8 DFL #2 BRG REQUIREMENTS shown are based ONLY 2X8 LVL 1.65ETSLSL 12-15 on the tru88 material at each bearing WEB 2x4 DFL STANDARD BROTHANGSR/CLIP NOTE 2X8 DFL #2 14.6 *0•HGUS26-2 Support ConlicCfon(s)/Hanger(s) are not designed for horizontal loads. SHE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE AYL BND CSI 1-2 -6099 0.05 0.13 0.18 2-3 -5909 0.04 0.08 0.12 3-4 -7484 0.24 0.27 0.50 4-5 -7843 0.07 0.11 0.18 5-6 -7131 0.08 0.21 0.29 6-7 -13924 0.30 0.35 0.65 BC FORCE AYL BND CSI 8-9 5730 0.31 0.14 0.45 9-10 5736 0.31 0.14 0.45 10-11 5619 0.30 0.16 0.46 11-12 6838 0.36 0.16 0.52 12-13 6838 0.12 0.05 0.17 13-14 12952 0.23 0.15 0.38 14-15 13157 0.24 0.15 0.38 WEB FORCE CSI WEB FORCE CSI 2-9 -122 0.01 5-11 1335 0.27 2-10 -186 0.01 5-13 3245 0.66 3-10 445 0.09 6-13 -6460 0.62 3-11 2139 0.43 6-14 4297 0.23 4-11 -2631 0.16 Drainage must be provided to avoid ponding. Permanent bracing is required (by others) to prevent rotation/loppling. See HIB -91 and ANSIrTPI 1-1995 or ANSIrTPI 1.2002. Continuous-laterahbracing attached to flat Eraas Indicated. Lumber must be struclurat grade: Brace @-24'-o.c76nless not &&- PLATING BASED ON GREEN LUMBER VALUES. Plating spec: ANSI/TPI .1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. + + + ................... Nail pattern shown Is for PLF loads only. Concentrated loads MUST be distributed.to each ply equally. -On multi-ply-wittflunger use.3;-nails min: Into -the carrying member. For:rhore than 2 ply, use additlonaffasten= ers as indicated frontthe back plys, or_dse anyother approved'detall (by -others). + +.+ + + i + +.+ + + + + + + 4 +-+ + + + + f22 PLYI Nail w/10d COMMON, staggered(per NDS) in: TC-2/ft_BC--2/ft-WEBS-2/fl,-,,,.... ' 2-5-6 , 13-0-0 2-PLYS. 1 2 3 4 5 66 77 REQUIRED 4-6-10 4 00 O This design based on chord bracing applied per the following schedule: max 0.c. from '10 TC 24.00" 11.10.15 17- 1- 8•' Required -bearing widths andbearing areas apply when truss not supported In a hanger. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 31.83 It Mean roof height = 11.48 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf •- ---LOAD CASE #1 DESIGN LOADS ---------• - Dir L.Plf L.Loc R.Plf R.Loc LLrrL TC Vert 64.00 0. 3.4 64.00 32- 0- 0 0.50 BC Vert 20.00 0- 3.4 20.00 32- 0- 0 0.00 ...Type... lbs X.Loc LLrTL BC Vert 4572.0 24-10- 6 0.38 S=8-8 3.5-10 T 4-10-1 SHIP 2 T11-6-1 4572# 0-3-4 !u STUB 8 9 10 11 12 13 14 A ILDIP MAX DEFLECTION (span): LJ999 IN MEM 13.14 (LIVE) L= -0.17" D= -0.28" T= -0.46" ===== Joint Locations 1 0-0-0 9 6-7.9 2 6-7-9 10 11.3-8 3 11-3.8 11 16.10.4 4 16-10-4 12 17.8-12 5 18-8-12 13 18-8-12 6 24- 7. 2 14 24. 7.2 ' 7 31-8.12 15 31.8.12 8 0. 0. 0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. v scale: 5/32x' = 1• WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This d.:ign Lc(nrnu sdividunl huifJ;ng runyw"em....l' sr)n',.m.6hnsbe.nha,'dnnspeifrmiuuc prnnided bp,h. rnmryur.m uumufi,nmxr Chk'CM ® and Jou. iu nernrdnnre u•i,h Urs runxm ocrsinus u(Tl'I and AFPA deign .cmndm•,8. :1'u rei'/wn.c;b;h,p s ns.vwned (r din,eusiuual nrrurarp. Oiu,ersiurrc Truss ID: D3 he r. m r�.r;fi.d hp'h. ruu I ....n, .u..... ,urer nud/,u huifding desiA mr prior m (nbrira,inn. Thr.• hu;Idiug Jecc;gr..r u'uv nsrereriu ,hm ,hc lrmrlc DS nr' EC g WESTERN WOOD wil-d9ndrisd..ci,,rm , �r�rceed11,1 d;ngmywcedhrrhelu dhuddiugruderurdUru/uu,ir•ulurrq,phrar!`ILr. Thedcs;x,nscmnrsrha„he,oprhnrd I, hu.-HY hrnrad hp ,hc• rru!l'ur poor slrcudring aud,h. f.nnun rhurd is ha-Ily hra d hr n rigid.,h.urhing m rial dire ,' , unnrh.d. m,Lss u'hersric. TC Live 16.00 psf DurFaes L=1.25 P=1.15 mnd. ltrnrinx alu.0+. is lar la,crnl su/y.'n uj nu'y.nreu,r unorMrc un/y n. radar. M1uck/ing lcngdi. This rau,p.u¢•ur shnfl nw hc• pfurcJ In nnp TC Dead 16.00 psf Rep Mbr Bnd 1.00 - FAB RI CATO R S Uu• r ­ ,w uUh, -,d,,, --d 19.4 "r1/ur-., runner,ur ph-, Fahrirnm. hrmdk. ,,s 11 .00'FABRICATORS aW hrnr.,his1-,m nrrurdenr. a 11, ,h, lidfuu ing snudurds: 'JOINT DETAILS" by T -,,d. l IN.CIlrPI 1. 'IVT(11 V. 114u,d I'v (,mint ' BC Live 0.00 psf O.C.Spaeing 2- 0- 0 yf.Inn•„rn 5'nr,rdr,rd lx,ign xe,I,nnrrhdin.•:. WANDLhvr; hv.»'nul•vt; a,vu nx:u•hvr; Ale%:Ir. /'1.,171: (Y)NNF(71..1) IVOOu TxuesA's• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05828 . ,II/t-911 ww '!1/11 L1 ,Y(/A/Al.Ix Y.1'IIAh.'%`hy 17'!. I'h, lu..c lYn'e 1'r..,i,u,e (%%'ll i.c l.uvued w l7•rhuyrir. /hi-Aladi,n.r. Wicr...uin 777/9. A-1 ervnu F- ­I and pn/ura.ur.r;m;un /:11•%':11 ie I. -Was I I I I 19,6 Smug. NIV. Sze F/'U. IVnshingtru,. IN'?(X776 TOTAL 42.00 psf SBQn T6.4.12 - 0 Job Name: VICKERY RESIDENCE JOB#DI Y Truss ID: D4 Truss ID: D4 Drw : - BR! Y -LOC REACT SIZE REQ'D TC 2x6 DFL #2 0- 5- 0 1027 3.50• 1.50• 2x4 DFL #1 3-0 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied _ 2 24- 7- 0 1027 3.50• 1.50• BC 2x4 DFL #1 - THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per the following schedule: -'max -from BEG RSQDIREMENTS shown are based ONLY 2x4 DFL STANDARD 8.3 to PLATE VALUES PER ICBG RESEARCH REPORT #1607. TC 24.00" 13.10-15 18- 0. 0 on the trues material at each bearing WEB 2x4 DFL STANDARD -HANGER-/CL-iPNo'rE. Continuous -lateral -bracing attached Loaded for 10 PSF non -concurrent BCLL.>-� Drainage be , Required-bearingwldths-andbears ""1L1y•HUS26 TC as Indicated. Lumbei mut b se structural must provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. apply when truss not supported In a hanger. ttuS26 grade.KBrace @ 24" o.c. unless noted.} This truss Is designed using the Support -Connection (s) /Hanger (s) are Itf '_ �:3.--"- UBC -97 Code. not designed for horizontal loads. "�- Bldg Enclosed =Yes, Importance Factor = 1.00 SEE N CATALOG Truss Location =End Zone ADDITIONAL DDITI FOR AONAL INSTALLATION NOTES Hurricane/Ocean Line = No, Exp Category = 8 Bldg Length = 90.00 H, Bldg Width = 31.83 ft TC PORCH AYL BCSI Mean roof height = 11.63 ft, mph = 80 1-2 -2176 0.02 0.2277 0.29 UBC Standard Occupancy, Dead Load = 26.0 psi 2-3 -2227 0.02 0.11 0.14 3-4 -2205 0.09 0.40 0.49 4-5 -1795 0.02 0.19 0.21 BC FORCE AYL HND CSI 6-7 1991 0.30 0.20 0.50 7-8 29 0.00 0.25 0.25 8-9105 0.02 0.23 0.25 9-10 1628 0.21 0.16 0.37 10-11 54 0.00 0.16 0.16 WEB FORCE CSI WEB FORCE CSI 9-3 349 0.41 4-9 641 0.26 2-7 -396 0.06 4-10 -128 0.02 2-9 -121 0.09 5-30 1674 0.68 7-9 2008 0.82 5-11 -974 0.11 4 13-7-11 1 2 3 4.00 4-0-0 6-7-11 4 51 4.00 MAX DEFLECTION (span) : U999 IN MEM 7-8 (LIVE) L= -0.09" D= -0.14" T= -0.23" ===_= Joint Locations 1 0-0-0 7 7-1-10 2 7- 1-10 8 13- 7. 0 3 13-8-12 9 13.7-0 4 18.2.0 10 18.2-0 5 24-5-8 11 24-5.8 6 0-0.0 0-3-4 STUB All plates are 20 gauge Truswal Connectors unless p WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor This dcrrga rs fur nn hdwidua7 I-Idh g cnmlxnu.•m um nuns seaanl. lr has heeu lanced un slurrlicmimu J-ided by ,h cu" /...... uuuruJj ....... wed June in urrurJunre a ilh the rurrerrr vrrsirars n(1'1'I wrJ.lh'1':1 design srnrrrlw Js. Nu ns7ulncrb7/in'r. rruwued ler Jiuren.riunrJ ncrurcrrl•. Dimenci.mc arc w M .../lied by the .unyunreru nurnuln<vmrr rind/... h.,/Jing de iguer pr rnr m /,,heir......,. The h.d, ing Jesig-, mus --engin rhnr the /Dods WESTERN WOOD wili:ed an This Jesig r umcl ur -sed dm landing iu 1.) ed b. -,he h -d huildhig rade and lmnirulnr oicnlinn. 77re design auunrer Jou the rap rhmd fc 7"rurJ(r hruoed hr Nee ruuj ur lluur xh-,hh(V mrd the turn......h-d is larerallr hd 1ry a rigid shenlhing mann' di -1 mwahed. a Jecs wheru•l.ee weed. Nrarrng shu".l r. li.r Inlrrcrl sulyueer uj rampreurnns urculfx•ri manly n. n•Juru huekliug lengrb. Thi -1111-..•w shall rem b.r ph -d in wn• ®FABRICATORS rc renew lhrrl.r.u.n"Je dee rm.e,-•rnwlmlw,he sed l9!4a1d1-,-9u 11 crl"rpinrern vaiar.. Feibrirnrc. hrwdle. insw!l mW Mere Jus lev.c. m urrardnure a nh rhe lullunvrg suuulnras: 'JOEY'!' I)li7':111..1" hr Tnrsn•a1. SIN.17q711 1. 9VNA 1'. 4t,W f vss ('....aril r nl:lurer.rn.Ywndurd I hwK"Neq...... hda-.'II,INIl1ING/,Y,1"/:I7,/./NIi:IN/) 11H.117.Y(i,1E Il, Pl_17'7:CONNE 77:/) AW01) 7'!(0.1'.1'/:.1" 3700 RIEGO ROAD. ELVERTA, CA 03026 . Will -v/) "I'd'11111-Y1 SUAM(A7(1'.1%1h.El'by 77'1.l'he Yrva /'lure hi.w"re /7Y'/1 ... he.rneJw I1'(bewrirr Ure,•e. Alndisun, u•io-unsw 1J119. 7'he nnrerrrnn h'unsr used I'rynr A.ssrrrvw.r"e l:l /•%':II 6 filed., ///I / 91h ,1'Irc.•r.•1, NIV, .1'le .YIN), 11'nrhingnrrr. l.)r'2/1/10. Eng. Job: EJ. Chk: CM Dsgnr: EC JOB#DI Y Truss ID: D4 TC Live 16.00 psf DurFacs L=1.25 P=1.15 TC Dead 16.00 psf Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spacing 2- 0- 0 BC Dead 10.00 psf Design Spec UBC -97 TOTAL 42.00 psf Seqn T6.4.12 - 0 wJ4 Job Name: VICKERY RESIDENCE PORCH AYL END CSI 24=5=8.1111111L, Truss ID: D5 p� ; . ERG X -LOC REACT.RHQ' D TC 2x6 DFL #2 1 0- 5- 0 1027 3.50 3.500 SIZE. 1.50• BC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 Required bearing widths and bearing areas 2 24- 7- 0 1027 3.50• - 1.50• 2x4 DFL STANDARD 9-3 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. apply when truss not supported in a hanger. ERG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT#1607. This truss Is designed using the UBC Code. on -the -truss material at' each bearing PLATING BASED ON GREEN LUMBER VALUES. 'ERG Loaded for 10 PSF non -concurrent BCLL. -97 HANGER/CLI-� P- TH Eng. Job: EJ. Bldg Enclosed =Yes, Importance Factor = 1.00 1 •HUS26 .R 105 0.02 Truss Location = End Zone !2 �HUS26 DsgnC EC Hurricane/Ocean Line = No, Exp Category = B Supyort'Connection(s)/Hanger(s) are 10-11 Bldg Length= 90.00 ft, Bldg Width= 31.831t not for horizontal loads. ®FABRICATORSvuwau.•n.rhm"'rllrnux•J,n.u,...n..x•rm..u'gthr,,,"dmevecdI-1-Lnod/urru,err..... Mean roof height = 11.98 ft, mph = 80 IMeignad SHB SIMPSON CATALOG L= -0.09" D= -0.15" T= -0.24" UBC Standard Occupancy, Dead Load = 26.0 psf FOR ADDITIONAL INSTALLATION NOTES 0.25 0.25 mrd hence rhir rruo';n ncrurdun x rah $W /lJ11,10,19sl drvdr: 'JOINT DETAILS'by v,.x•nl. *,INS11711 I'. 111TC.4 I'. IV uud Tu Council r TC PORCH AYL END CSI 3700 RIEGO ROAD, ELVERTA, CA 05625 ✓l:Imcriru lir..rJrtrJ la:.ugr. Rcgx,+...+hilirir 71ANIMIN!;/,VST.ILI.I,\'(i,IND 11RA(INGAfEr.II. I•l- ITE CONNhf77.•D WOOD 7'NI/.\'.1'1:.1" '/IIR. 1-2 -2192 0.02 0.27 0.29 . 11//11.91) unJ JI Sl/ALtl.1/tYS//h.'/i7"hp 7Y/. Thr 7)v.,. pinrc In.wbwr (TI -1) is h.rnrcJ ur DYbmjnu Ur;,x•. AfnJuun. II';.uvusm )J71� 2-3 -2163 0.02 0.20 0.22 Thr An,rnrm, h'nr,•.r a„d pap, r d.u,xvmim. (AFRO 1, hx:,/ ar 1111 rorh a'rrrl. ,wv Sa• xhn. Nnddngma, VC 0036 3-4 -2132 0.02 0.09 0.11 WE FORCE CSI 4-5 -1669 0.01 0.16 0.17 CSI 5-6 -1661 0.01 0.08 0.09 1 0.0-0 7 0.0.0 10-3 EC PORCH AYL END CSI 24=5=8.1111111L, 7-8 2008 0.30 0.21 0.51 s-9 26 0.00 0.25 0.25 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. MAX DEFLECTION (Span): 9-10 105 0.02 0.21 0.23 n• n+ h• vrrilied hp nc�• cungxnmur r+uum/ocrw er and/ huildh g d-g.ar Arun m %nhrirari,a.. The huilding Jerrinur mon nsrennin rhar nc� lunJr DsgnC EC WESTERN L/999 IN MEM 10.11 (LIVE) 10-11 1464 0.17 0.30 0.97 ®FABRICATORSvuwau.•n.rhm"'rllrnux•J,n.u,...n..x•rm..u'gthr,,,"dmevecdI-1-Lnod/urru,err..... meed. nrnrr+,grl,m,vi,.,/;,rlnand,xplx,n,nrn+../..,.r.nr....... b.r.,,,J. ,,"d-h.,uh,gh•„gd, •rhe,ran,l..nrrn..h,d/,,,nn,:pinr,•d;,,.r,,,• TC Dead 16.00 psf L= -0.09" D= -0.15" T= -0.24" 11-12 54 0.00 0.25 0.25 mrd hence rhir rruo';n ncrurdun x rah $W /lJ11,10,19sl drvdr: 'JOINT DETAILS'by v,.x•nl. *,INS11711 I'. 111TC.4 I'. IV uud Tu Council r psf 3700 RIEGO ROAD, ELVERTA, CA 05625 ✓l:Imcriru lir..rJrtrJ la:.ugr. Rcgx,+...+hilirir 71ANIMIN!;/,VST.ILI.I,\'(i,IND 11RA(INGAfEr.II. I•l- ITE CONNhf77.•D WOOD 7'NI/.\'.1'1:.1" '/IIR. BC Dead 10.00 psf . 11//11.91) unJ JI Sl/ALtl.1/tYS//h.'/i7"hp 7Y/. Thr 7)v.,. pinrc In.wbwr (TI -1) is h.rnrcJ ur DYbmjnu Ur;,x•. AfnJuun. II';.uvusm )J71� Thr An,rnrm, h'nr,•.r a„d pap, r d.u,xvmim. (AFRO 1, hx:,/ ar 1111 rorh a'rrrl. ,wv Sa• xhn. Nnddngma, VC 0036 Joint Locations WE FORCE CSI NEB FORCE CSI 1 0.0-0 7 0.0.0 10-3 -262 0.25 4-11 82 0.04 2 7-1-10 8 7.1.10 2-6 -403 0.06 5-11 -304 0.04 14 15-8-12 8 B-12 - 3 13-7-0 9 13.7-0 2-10 -91 0.07 6-11 1598 0.65 1 2 15-8-12 1013.7-0 8-10 2029 0.62 6-12 -1009 0.11 3 4 5 6 5 20-9.14 11 20-9.14 4-10 1055 0.93- 0Q 6 24.5-8 12 24.5.8, 6-6 5-10-1 1-3-2 SHIP O DW -VI KE Tru s f DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 " 1: 10-8-12 ._d 24=5=8.1111111L, 0-3-4 -I -111011111111111' STUB 7 8 910 11 2-3 12 STU� 4. All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® Thi. Jc.i 1 i + .. nr u + iudi v.dunl hu+l �, % Jr r c ucvu nu u 6 r vsr r •rmu.. /r har h.•rn hr ' • + x 1 n i11 ) d, n r/xrinrrran+rr p,r+v;drd hfi rd r„,,,pnne.I ....... :. I)i nnJ June in arcardmree u•irh Na• curnvrt vcasinnr a% T!'I nnJ AFP.4 Je•.i>,nr .etrwdnnlr. :Vu reslwnrihiliry� it nrrurnrJ jnr Jiuren.ciunnl I-: y. Dinunrinnr Chk CM • n• n+ h• vrrilied hp nc�• cungxnmur r+uum/ocrw er and/ huildh g d-g.ar Arun m %nhrirari,a.. The huilding Jerrinur mon nsrennin rhar nc� lunJr DsgnC EC WESTERN .1 it `C d n+r I /- design amen ur e.,, rd nc� Iuadh.g 11y ,u d hr nc� lural hwlding ruJr rurJ d+c /xvurular applirnriuu. %7+r Jccigu usmuas rhm rhe uqi rhwd TC Live 16.00 psf WOOD L:lur.rn/ly Arm c•Jby nc�•rnu%ur/lour nc�na+i..g unJnc� h,r,urn..hardi., Inrcrnlh•h.-dh)•nrigia.rhrn,hi++g ,aur um/ dircrlI.anarhrd, n+dco unc�nvi.c ®FABRICATORSvuwau.•n.rhm"'rllrnux•J,n.u,...n..x•rm..u'gthr,,,"dmevecdI-1-Lnod/urru,err..... meed. nrnrr+,grl,m,vi,.,/;,rlnand,xplx,n,nrn+../..,.r.nr....... b.r.,,,J. ,,"d-h.,uh,gh•„gd, •rhe,ran,l..nrrn..h,d/,,,nn,:pinr,•d;,,.r,,,• TC Dead 16.00 psf rnrphaer..,,nr,n+..h„hrirnn•.hn,,,fl, rn.rall BC Live 0.00 mrd hence rhir rruo';n ncrurdun x rah $W /lJ11,10,19sl drvdr: 'JOINT DETAILS'by v,.x•nl. *,INS11711 I'. 111TC.4 I'. IV uud Tu Council r psf 3700 RIEGO ROAD, ELVERTA, CA 05625 ✓l:Imcriru lir..rJrtrJ la:.ugr. Rcgx,+...+hilirir 71ANIMIN!;/,VST.ILI.I,\'(i,IND 11RA(INGAfEr.II. I•l- ITE CONNhf77.•D WOOD 7'NI/.\'.1'1:.1" '/IIR. BC Dead 10.00 psf . 11//11.91) unJ JI Sl/ALtl.1/tYS//h.'/i7"hp 7Y/. Thr 7)v.,. pinrc In.wbwr (TI -1) is h.rnrcJ ur DYbmjnu Ur;,x•. AfnJuun. II';.uvusm )J71� Thr An,rnrm, h'nr,•.r a„d pap, r d.u,xvmim. (AFRO 1, hx:,/ ar 1111 rorh a'rrrl. ,wv Sa• xhn. Nnddngma, VC 0036 TOTAL 42.00 psf DW -VI KE Tru s f DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 " 1: Job Name: VICKERY RESIDENCE Truss ID: E1 Drwa: BRG Y -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 3-10 sa7o 4.00• a.91• BC 2x6 DFL #1 2 34- 7- o a67o 3.50• 1.50• 2x4 DFL STANDARD 18-7 BRG REQUIREMENTS shown are based ONLY 2x4 DFL #1 19.21 on the truss material_at each bearing WEB 2x4 DFL STANDARD BRG-HANGER/CLIF N/O B� 2x4 DFL #1 1-12, 2-13 2 Hanger TB8• It/- 1/S �/e -Z' 17.19 HANGER-(S1'-`TO�BS 8 GINEERED Drainage must be provided to avoid ponding. Support Connections) /Itanger(s) are Permanent bracing Is required (by others) to not designed for horizontal loads. prevent rota llon/toppling. See HIB -91 and WESTERN WOOD ANSI/TP_I 1x1995 or ANSI/TPI 1-2002. TC FORCE A8L BND CSI Continuous Iaisr l bracing altaCfled to flat �TC 1-2 -7894 0.08 0.18 0.26 as Indicated. Lumber must be structural 2-3 -13793 0.24 0.23 0.47 grade: Brace@-24"-o:c'unless-noted. 3-4 -13376 0.22 0.20 0.42 PLATING BASED ON GREEN LUMBER VALUES. 4-5 -12064 0.17 0.12 0.29 2-PLYI-NallwIlOd-COMMON,-slaggered(per-NDS) 5-6 -8076 0.07 0.14 0.2a In: TC-2/ft BC-2/ft WEBS-2/ft j 6-7 -8055 0.07 0.23 0.30 j 7-8 -7895 0.07 0.22 0.29 8-9 -4578 0.03 0.16 0.19 9-10 44 0.00 0.05 0.05 BC FORCE AXL BND CSI 11-12 47 0.00 0.21 0.21 12-13 8371 0.46 0.16 0.63 13-14 13812 0.76 0.16 0.92 14-15 13812 0.76 0.07 0.84 15-16 13325 0.74 0.15 0.88 16-17 11948 0.66 0.15 0.81 17-18 58 0.00 0.02 0.03 18-19 40 0.00 0.25 0.25 19-20 5190 0.39 0.11 0.50 20-21 4235 0.32 0.06 0.38 WEBFORCE CSI NEB 19-7 416 0.34 5-17 1-11 -4948 0.28 6-17 1-12 9160 0.69 6-19 2-12 -3952 0.23 17-19 2-13 6296 0.47 8-19 3-13 -175 0.02 8-20 3-15 -543 0.04 9-20 4-15 502 0.10 9-21 4-16 -1571 0.11 10-21 5-16 869 0.18 ••[PM)=PLATE MONITOR USED -See Joint Report" Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT#1607 Loaded for 10 PSF non -concurrent BCLL. Nail pattern shown is for PLF loads only. Concentrated-loads_MUST,be distributed -to each ply equally. On multi -ply with hanger ruse-3; nails min. Into the_-carrying.member. For more than 2 ply, use additional fasten- ers as Indicated from the back plys, or use any'other approved detail (by others);_ + + + + } + } } End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. This design based on chord bracing applied per the following schedule: max.o.a,,.-.from ,^-to 1(TC 24.00" 0. 1.10 18.0- 0 Re-qulred,bearing-widths-and-bearing areas apply when truss not supported In a hanger. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 49.67 ft Mean roof height = 11.98 h, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf -------- - LOAD CASE #1 DESIGN LOADS - ------------ Dir L.Plf L.Loc R.Plf R.Loc LLrrL TC Vert 64.00 0.0.0 64.00 0. 1.10 0.38 TC Vert 128.00 0.1.10 128.00 18. 0- 0 0.44 TC Vert 64.00 18-0.0 64.00 34• B-12 0.50 BC Vert 40.00 0.0-0 40.00 0.1-10 0.38 BC Vert 60.00 0-1-10 60.00 10-0-0 0.25 BC Vert 20.00 10-0.0 20.00 34. 8-12 0.00 Type... lbs X.Loc LL/TL BC Vert 255.0 2.0- 0 0.38 SC Vert 255.0 4- 0. 0 0.38 BC Vert 2985.0 10- 0- 0 0.38 B-0-0 i 8-8-12 1 �2_-TPUYFS"j 1 2 3 4 5 6 7 8 9 10 FORCE cSI 3: REQS UIREG 17-10-6 -5665 0.36 -379 0.02 -201 0.01 8737 0.66 4688 0.95 -1121 0.11 790 0.16 -4933 0.31_T -114 0.0510-1T� 13 II2 1 -1 0_1_10 STUB f 4.00 Q 7-8 MAX DEFLECTION (span): U999 IN MEM 15.16 (LIVE) L= •0.25" D= -0.41" T= -0.66" ===== Joint Locatlone 1 0. 0- 0 12 4-11- 4 2 4-11- 4 11 9-10- 6 3 9-10- 6 14 13. 3-12 4 13- 9- 8 15 13. 9- 8 All plates are 20 gauge Truswal Connectors unlessreceded b w p y "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. � • �.c�le• 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ,r JOB#: vi klyq ® I'll itb J r desi , y nu r indAvdu d r b i u (ding rn.npruumr ruu rrusc+7>vrw. 0lu,s beau Mined nn.eperi/irr,riouc pn,vidrd hr rhe rmnpunrur mnnurnr:uurr Chk: CM �ss and drum i- ­rd *h rhe rurrrar r ,'1s ur TPl and AFPA desig r avundnrda. Nu res/xmsihiliq• is asamed,(r dimrnsiunnl neruracr. Dimensions . E 1 'r n. hr seri/irJ hl• rhe rump..,..,. nrnau/illI rc nn,Um hudding designer prize. a hrhrir m, 7br budd%ng dreig.. mu.c „. armor Mal 1h.• lmrds. Dsgnr: EC WESTERN WOOD urili:cd m, .his dreipr .neer nr-c ­d,he landing mymsed hr rhr lural huildhrg rode and 1hc• purrrrulnr upplicauu,r. %'he drsrpr scannas that Ihr h,p rhnrd is lar.•rnl6' b b)' f TC Live 16.00 psf DurFacs L=1.25 P=1.15 cd Ihr r ur lluw el,rarhi,rg nnJ rhe Mnnnn rhnrd is lnmmJlr hl,, -d hr o rigid .cbrodung nuucr;a/ Jir •rrlr anrrnc�d. -1-s urho-isr ®FABRICATORS mrd lJrncingslm'ry „h,rinrern1, 1'/runJrm„1x.n...s nen,hrr,n„h•r darehnr4Jhp7kngrlr 7aL.ramp„re,n.lnm hepla-dinn.p• cnd ........m1v111 uWrurnuscrhernm.crux•rmrrrmnl,hrnrx,do--d'197L dlor,".rer...... TC Dead 16.00 psf Rep Mbr Bnd 1.00 rplaterum.vnn.Pahrirvnr.I d1e.in.vr11 BC Live 0.00 psf O.C.Spaeing 2-0-0 and hmre Ibis uvss m urrunlunre auh Ihr W11ou•mg..v durdv 'J0hVT 0ET,-111.S'hI•'/'rusxal. l NSIAITI l', 'IPr(;l I'. IVix,d '!'wss (imurd r 3700 RIEGO ROAD, ELVERTA, CA 95626 uJ:bner Strudnm /inpr xrs/wnsrbilirieq '1hINU1.l.Yf.' hY.17.4LLlNf; iLVD NN,I('/N!; Al6'T.IL 1'/-4TF. ('ONNh'('Th.'D IVOOp Tlt(LYSGS' 'f BC Dead 10.00 psf Design Spec UBC -97 . 0110.90 anJ 118 91 SllAIAIAHY 3!(f•.'F,T'hr %'I'/. Ihr 75v.0 /'lure /uabrmr /7T/1 is /armedm lrOnu(r/u Ori,r. Aludismr. IV;arn...... SPA. 71m Amrrirmr h'wur and 1'up:r 1-inunn (: W I; is h.raad m 111.1 19th .S1n f. NIV• 9r yrxl IVnshirrgaur, 11(' 200J6. TOTAL 42.00 psf Seqn T6.4.12 - 0 . Job Name: VICKERY RESIDENCE Truss ID: E2 Drw : ' BRC X -LOC REACT SIZE REO • D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied v 1 0- 3- 9 1454 3.89• 1.55• 2x4 DFL #1 1-5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 34- 7- 0 1452 3.5 .1.55• BRC BC 2x4 DFL #1 MULTIPLE LOAD CASES.max-o.c-from•^-tom RBourREt4ENTS show are based ONLY 2x4 DFL STANDARD 16.6 PLATE VALUES PER ICBO RESEARCH REPORT #1607. �- ,'�'2q.00!!-O-_.110-20.0- 0 on the truss material at each bearing WEB 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Requlred bearing widths and bearing areas BRG,HANGBR/CLIP=NOTB� . 2x4 DFL #1 15-17 Drainage must be provided to avoid -ponding. apply when truss not supported In a hanger. -2 •Hu26 TF PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral -bracing -attacked to flat This truss Is designed using the Support-Connection(s)/Hanger(s) are End verticals designed for axial loads only. TC as indicated. Lumber must be'structural UBC -97 Code. not designed for horizontal loads. Extensions above or below the truss profile g`ride`.gBrace @ 24••-o:c aide -s -rioted.-- Bldg Enclosed = Yes, Importance Factor = 1.00 SHE SIMPSON CATALOG (if any) require additional consideration Truss Location = End Zone FOR ADDITIONAL INSTALLATION NOTES (by others) for horiz. loads on the bldg. Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 49.67 it TC FORCE AYL BND CSI Mean roof height = 11.98 ft, mph = 80 1-2 -1672 0.05 0.28 0.33 UBC Standard Occupancy, Dead Load = 26.0 psf 2-3 -2828 0.14 0.28 0.42 3-4 -3435 0.21 0.27 0.48 4-5 -3416 0.21 0.29 0.50 5-6 -3637 0.06 0.15 0.21 6-7 -3578 0.05 0.15 0.21 7-8 -2414 0.03 0.19 0.23 8-9 46 0.00 0.07 0.07 CSI ec FoliA0B10 MAX DEFLECTION (span) : 10-11 47 47 0.000 0.10 0.10 U999 IN MEM 14.15 (LIVE) 11-12 1755 0.26 0.06 0.33 L=-0.17" D= •0.28" T= •0.45" 12-13 2879 0.43 0.06 0.50 13-14 2879 0.43 0.06 0.50 ---_= Joint Locations 14-15 3458 0.52 0.07 0.59 1 0-2 0 11 4-11-4 15-16 33 0.00 0.08 0.08 4-0-0-0 12 9 -11 0- 16-17 33 0.01 0.26 0.27 3 9.10.6 13 6 17-19 2430 0.31 0.23 0.59 4 14-9-8 14 14-9.8 18-19 2220 0.29 0.20 0.49 6-0-0 19-10.6 15 19.10-6 8-8-12 NEB FORCE CSI NEB FORCE CSI 1 2 3 4 5 6 7 6 23.8.10 1623.8.10 8 9 7 25.10-6 17 23-8-10 17-6 122 0.31 5-15 -1380 0.32 1-10 -1411 0.33 5-17 0.06 19-10-6 0 8 30.11. 8 18 30-11- 8 O 9 34-7-2 19 34.7.2 -202 1-11 2102 0.85 15-17 3847 0.58 ' 10 0-0-0 2-11 -1172 0.27 7-17 1933 0.79 6-6 2-12 1346 0.55 7-18 -238 0.17 3-12 -719 0.17 8-18 276 0.12 2-4 T 3-14 698 0.28 8-19 -2585 0.68 T6, � 12.5-4 0_1,2.^-4 3.5-10 4-14 -321 0.07 9-19 -105 0.01 3.5-8t ^ •• �7-8 4-15 -104 0.06-r y� y„r 5-10-1 2-45-10-1 3-10-1 IL J 1 -3-2 SHIP MX/ •16 1-8-0 2.5-4 f1Mi 3.5-8 10-8-12 0-1.1_ 0 2 STUB 10 11 12 13 14 15 167 18 4lb. c 4.t -8/2004. 4i All plates are 20 gauge Truswal Connectors unless preceded by ••18•' for 18 gauge or •'H•' for 16 gauge, positioned per Joint Report, unless noted. d - :5/32"=I' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. J, : Vic TN/ Jc,4x , 4l,r a+ Individual buildi.,g rm„lxu e n neuron ,p-., b has bcm, lmscJ nn ap ci/iraliuns 1 ro id,,d by Ihe cu,uponnn uuwul,lrlurrr Ch k • CM ® nod Jou<• in..mord...... ,rill d,e<lunvm r<•niuusl a%TPI and AFJU dig n ,mudnrd,. :Vu re+/xn„ibi/ilp is na',uu,ed(r diun n,iunnl --cy. IX uxi.re "'111 � s ID: E2 'e u, h<• ran/ied hi• rho ro.n/x... ..ji-urcr and/or• hwlding J<•.cigocr prior lu %ohnrnliun. The holding Je,+gru•r mu,l n,rennm ,hru the loud, Dsgnr: EC WESTERN utrbccdon IN, Jevgu m<u rm .,recd Ihr loading un/maeJ b, -,h, lural budding rude "d dre I n ;, lnr npphcataie. 1'be du j%t a .,w a tlnn roc mp,l rd TC Live 16.00 psf DurFaes L=1.25 P=1.15 STERN WOOD i, ba<n'.dp• hrar<d m• ar p,. r,heraping d,he I..um... h -d i., rel<•rrdq homed h, . ri%,,d,he,,,hmg m nal di,c 11, nannc.d. le. s udmnri,o ued. Itr,,.',.,,c,h.mn,../urlamM,up)xu'l��ruagvu..... ennhen'unh•a,rrJurebucklinglcug,h 1'hi,rum/xmm�t,hnllnul&puredi,my TC Dead 16.00 psf Rep Mbr Bnd 1.15 <•"' 11 w 11 r„a,a d,e,m.�„m�•,,,x,em a rhe. ,,,W ,,..reed 19.4 n,nl-rows rm,n<r . r ,r„ BC Live 0.00 psf O.C.Spaeing 2- 0- 0 ®FABRICATORS ,,,,•,,.,,an / , / . <<a,.r.,,.,,,. Fnnr.ram. hm+dl<•.,n.,,nl and brure this bvs, u, nrrurdnnre •rah the poluwmg,mndnrdc: 'JOINT Illi T.411..1' N- Trus" t SI:V.11nV1 I'. 'IPT(,l l' IVuud'frusc (buncil ' .q,l r,ra.Annd,:,a gnR-1- l„,ie,.WANOLING1NSr.•tLLINGANoeRACING40.7..ILPI- r/'hCO,VNsrl$OtV(xil)Te[INSES' BC Dead 10.00 psf Design Spec UBC -97 7700 RIEGO ROAD, ELVERTA, CA 85878 . t111N-91) nuJ '//1891 .S(/A/,1LIH 1'.1'//Eh'7`hr 1'I'l. Thr Truce I'lnre b„timm lTl'll i, hxnleJ al O'Onujrin /Jri,•e. Alndisun. Wise, sh, 5j 719 Th -1 r,nm V-. and My - 1- 1. IFA I/ i, /onuedat /I I I l9th. s' ,. NIV..6e 81,0, II'nshingrru,, 1X"'00J6. TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: E3 Drw : " BRO ' 8 -LOC REACT 812E RBO'D TC 2x8 DFL #2 ••[PM]=PLATE MONITOR USED -See Joint Report- This design based on chord bracing applied r 1 0- 3- 6 1453 3.50• 1.55• 2x4 DFL #1 1-4, 4-6 Plating spec : ANSI7TPI - 1995 per the following schedule: 2 34- 7- 0 14S3 3.50• 1.55• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF max o,c. =from to SRO RHOREM shown are based ONLY 2x4 DFL STANDARD 17-7 / MULTIPLE LOAD CASES. ITC 24.00�O` 1-10 22. 0. 0 on the trues material at each bearing WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. . Required"bearing-widths a22.nd tiearing areas •1 2x4 DFL #1 16.18 Loaded for 10 PSF non -concurrent BCLL. apply when truss not supported In a hanger. •N026THContinuous 4 7 •Nt726Tv lateral -b iacing-attached-to-flatI TC as Indicated. Lumber must be structural Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the Support-CoDaec Eiod('e)%Hanger (s) are Brace 24" TC Dead UBC -97 Code. designed grade. @ o.c. unless noted. End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 not eor horizontal loads. i Extensions above or below the truss profile Truss Location =End Zone SHS SINPSON CATALOG mrd hmre lhia truss in ar-dm¢e n•irh rhe %frit«„tingarmrdnrd,: 'JOINT OEIAILS' by TrvnrnI. ANSI/TPI l', 'IV7'GI V- IV 7,vrs ('um,ril (if any) require additional consideration Hurricane/Ocean Line = No, Exp Category = B FOR ADDITIONAL INSTALLATION NOTES (by others) for horiz. loads on the bldg. Bldg Length = 90.00 ft, Bldg Width = 49.67 ft BC Dead 10.00 psf Mean roof height = 11.98 ft, mph = 80 TC PORCH ASL BND CSI .01/8-91)and '/IIB -91 S'UMMAIl Y.1'//FET h,• Tl'I 7'hc 7'rusa /'/n/e/ sc l7'P/I /x 1 nr DYArn%rm 06•llnr/ixn,r. INar -m 33711 UBC Standard Occupancy, Dead Load = 26.0 psf 1-2 -1416 0.04 0.27 0.31 The Americom Pmav n„d PnMe ,r.,«cimin« /AFI'Al is I ,:1,d iii Ml l Jrh Slreo. NW. Ste 800. IV,,shh Rw,,, IX' 20136. 2-3 -2397 0.10 0.27 0.37 42.00 psf Segn T6.4.12 - 0 3-4 -2961 0.16 0.24 0.40 4-5 -2961 0.16 0.43 0.58 5-6 -2748 0.13 0.43 0.56 6-7 -3646 0.06 0.21 0.27 ' 7-8 -3535 0.05 0.21 0.27 8-9 -2427 0.03 0.18 0.21 9-10 -2418 0.02 0.07 0.09 s an MAX DEFLECTION L/999 IN MEM 15-16 (LIVE) ) HC FORCE ABL Bt7D CHI L= -0.15" D= -0.24" T= -0,39" 11-12 47 0.00 0.10 0.10 12-13 1478 0.19 0.10 0.29 � '- _= '__ Joint Locations 13-14 1476 0.19 0.11 0.30 1 0.0.0 11 0.0-0 14-15 2438 0.37 0.09 0.45 2 4.11.4 12 4-11-4 15-16 1977 0.45 0.09 0.54 3 9.10.6 13 9-4-10 16-17 38 0.00 0.17 0.12 4 11-10.6 14 9-10-6 17-18 -4 0.00 0.30 0.30 5 15.9-8 15 15.9-84-0-0 8-8-12 18-19 ]432 0.31 0.23 0.54 1 6 21-10-6 16 21-10.6 19-20 -48 0.00 0.10 0.20 2 3 4 5 6 7 8 9 10 7 23-8-10 17 23.8-10 8 25-10-6 18 23-8-10 WEB PORCH CSI NSB FORCE CSI r 21-10-6 Q 334- 18-7 317 0.48 6-16 -2187 0.69 10 7- 2 20 34-7-2 1-11 -1410 0.45 6-18 679 0.28 6-6 1-12 1905 0.77 16-18 3842 0.58 2-13 -1173 0.37 8-18 1873 0.76 T (� }� '4�(� 4-6� 1 �4 P_ 2� P-2.5-4'1 T 2-14 1732 0.50 8.19 -727 0.16 ' 1� .5-4(S=3'SF' 12� f� 7-8 - 3-14 -716 0.23 9-19 -307 0.04 I T �" M/ %j V v 3-15 651 0.26 18-19 2339 0.95 I iL V f ll j' �• 3.5-8 5-15 -268 0.08 10-20 -1434 0.18-10-1 er iff Y 5-10-1 5-16 -283 0.25 4-6-1 1-3-2 SHIP 1 iii! c1 MX/ -16 1 8-0 J 7-8 (2 44) 1-8- 0-1-10 STUB All plates are 20 gauge Truswal Connectors unles! WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. ® Thia dcaix,l ie %nr n,r hrdividunl huildi«x cnmpnnen/ sur lrvra .q•.uc•,n. Ir hnr lrcnr hn.red nn ,r/rcr Jir«ri««.. /rrnr•idcd h%• 1h,, romp .. m.....Jirr urer mrd d.,,. in nrcn,dmve uvh drc PA dcaig,r Chk: CM T 3 rurrem venin«a n%TPI and Al .r«mdnrd.,. N„ ,nr/xn,arhllily it-,,,r:d (r diurcoxn«ud rurmncy Dinar .nnrr one r« he ,er/red hp d e c ,ipo«an mm,u%nnurer m,b,r huilding dcrigrrer prior rn %rrhrirmrinn. %he bv7/ding dexig,rer , tenni« lbrtr d,C lnrrdr Dsg n r: EC _ WESTERN WOOD uUli=eJ nn d,ir darig ,meet nr ev:eed Uw lm,ding imposed hp rhe fucn/ huild%ng code and rlrr /xmirrdnr rrpplir Niun. Thc• dcuW nsru,- M, lire w1-1 ord TC Live 16.00 DurFacs =1.25 P=1.15 tr lmemll,•hrnced hp rhe Jnr/Lx,r.dienrhinx mrd Ure Mnnrn rhnrd is lnrernll•hmredh•n ri d.rherr,lm, ) Ri K umrrrin/ direcrlr nnncheJ. un/ers mhm+rise psf ®FABRICATORS med. 8mring slm"•n it (v /meml sup/xrn n%rr mpnncnrr memhen nnlp u. reduce lnmk8ug lengdr. 7hir r.nn/xmnn aludl nm he pinud in «,rr ",-in,mmrhmrrillrnurellrenrnirmrcrnnrenr'nflhe...... nrtreed/l;•;rn,d/urrnuscrnurrc...... TC Dead 16.00 psf Rep M br Bnd 1.15 crnnrrriun.hirhricrnc•.hanrlte.monlf BC Live 0.00 psf O.C.Spaeing 2.0-0 mrd hmre lhia truss in ar-dm¢e n•irh rhe %frit«„tingarmrdnrd,: 'JOINT OEIAILS' by TrvnrnI. ANSI/TPI l', 'IV7'GI V- IV 7,vrs ('um,ril ` fA-ri-Srnndard 11aigrr11-1 rnaihilirim71ANDLIN(:INSTLLINGANDBRACINGMETA/.111.I77-1" CONN1-.'(T1iU IVOUD%'Rl/SS/iS' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 83826 .01/8-91)and '/IIB -91 S'UMMAIl Y.1'//FET h,• Tl'I 7'hc 7'rusa /'/n/e/ sc l7'P/I /x 1 nr DYArn%rm 06•llnr/ixn,r. INar -m 33711 The Americom Pmav n„d PnMe ,r.,«cimin« /AFI'Al is I ,:1,d iii Ml l Jrh Slreo. NW. Ste 800. IV,,shh Rw,,, IX' 20136. TOTAL 42.00 psf Segn T6.4.12 - 0 :,•tib it Job" Name: VICKERY RESIDENCE Truss ID: G1 Drwa: ' " BRG S-LOCREACT SIZE REQ'D TC 2x6 DFL #2 1 1- 1-12 1922 3.50 .1.67• BC 2x4 DFL #1 - 2 19-10- 4 1783 3.50• 1.90• WEB 2x4 DFL STANDARD BRO REQUIREMENTS shove are based ONLY SLIDER 2x4 DFL #1 on the trues material at each bearing Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and TCFORCE 1104 AXL BND CSI ANSI/TPI 1.1995 or ANSI/TPI 1-2002. OL- 1 81 0. B1 0.56 0.57 PLATING BASED ON GREEN LUMBER VALUES. 1-2 629 0.05 0.61 0. 66 Left Overhang(s) are not to be removed. 2-3 -4711 0.19 0.48 0.67 fOVEFtHANG(S)-MAY"BE"SHORTENED-UP TO 3" MAXI_ 3-4 -4711 0.19 0.53 0.73 Left•0..verhang_Soffitaoading,=X0.0=psf -� 4-5 -3444 0.05 0.23 0.28 BC FORCE AXL BUD CSI 6-7 2513 0.34 0.18 0.52 7-8 2582 0.38 0.17 0.55 8-9 3273 0.49 0.20 0.69 9-10 3211 0.46 0.25 0.74 NRB FORCE CSI was FORCE CSI 2-7 196 0.11 4-8 1491 0.60 2-8 2313 0.94 4-9 187 0.11 3-8 -806 0.09 SLDRL -3011 0.79 T 1 IO -6-1 3-4 Plating spec : ANSlrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. tontinuous-lateral-attached-lo-flat-1 C as Indicated. Lumber must be structural) rade'Brace.@_24:o.c. unless noted._ NOTE: RIGHT OVERHANG -DOES -NOT WORK UNLESS OTHER PROVISIONS ARE MADE (PER THE BUILDING DESIGNER) TO REDUCE THE OVERHANGS STRESS/ DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. Maximum Unsupported Right TC OH = 3-10-9 This design based on chord bracing applied per the following schedule: max -O ­cfrom�to� TC - 24.00�5_SAOAS__j430�0 This -truss Is designed using (fie UBC-97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 20.00 it Mean roof height = 10.30 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ----------LOAD CASE #1 DESIGN LOADS ---------------- Dir L.PlfL.Loc R.Pif R.Loc LUTL TC Vert 64.00-4-0-0 64.00 0- 0. 0 0.50 TC Vert 64.00 0-0-0 64.00 6-0.0 0.50 TC Vert 128.00 6-0-0 128.00 14- 0- 0 0.50 TC Vert 64.00 14-0-0 64.00 20-0-0 0.50 BC Vert 40.00 0-0-0 40.00 20-0-0 0.00 Type... lbs X.Loc LL/TL TC Vert 120.0 6.0- 0 1.00 TC Vert 120.0 6.0-0 0.00 TC Vert 128.1 14-0-0 1.00 TC Vert 128.1 14-0-0 0.00 MAX DEFLECTION (span): L/999 IN MEM 8-9 (LIVE) L= -0.13" D= -0.21" T= -0.33" ===== Joint Locations 1 0-0-0 6 0-0.0 5-10-15 1 5-10-15 2 5-3-12 7 5-2-0 1 2 3 4 5 3 10-0-0 8 10-0.0 4 14-8-4 9 14-10.0 4 zao# 2ss# 8.0-0 5 20-0-0 10 20-0.0 4-0-0 4.0.0 -i Wr20-0=01• 6 7 8 9 10 pit TYPICAL PLATE: 1.5-4 1104 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned Joint Report, unless noted. per S a e: 6" = 1' �J WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: &J. ERY Nd, d ng. is,- iWiurdun! huildinx cnrnrymem nm Huss 'rn<m. Ir har h<en hnsed nn s/xeifcmiuns pnn•rded hr rhe cu,n/ nrem umnu/ncrur<r Chk: CM ® mrd dnne in nccord<nre eirh rhe rum:nr veo�iVi rn'r nr Tl'/mrd AFP.1 dedxr, srnndardr. Nu rrs/xnr..ihiliry is na:,u,neJf arcur•. murunn., Truss I D : G 1 (dimrnr,unnl arc ,<he .r.i� by rhe cu,n/x,uen. u,nnur-I.-r nudh,r huildinx desr�nrer prier n;/nhrirruinn Tire huildiug desrA m , nn nrrermin d,m d,e !mrd,. Dsgnr: EC WESTERN WOOD urif@ednndrrsdedxrnreerore... ,d,helarrdi,,gimposedh�,he/nerdhuildrnxcedeanddrepnrNndnrnpplrrmiun. Tladcsrxn,nc,umerrhrurheroprhard TC Live 16.00 DurFaes tr /nremllp hrrtced hr /!r<mnj nr /7nr r shendriuR d rh<h­­, h,,,d is lnrendlT hna<d hr n r:rn'J shendrinx nune.rnl direnle ,nn,.dued un/ess mhl,„ i ­ psf L=1.25 P=1.15 ®FABRICATORS 1,d Rrn inx.amv„ 1, r /m<rn/ sup/ nn rrj r,m,pmmns mernhe s ordr n, rrdnre hark/hrx /enxd,. ThI. rmnpunmu shrrR ran n<phrred in ran• Ill., ,.m.,<lh<„r„i...-...ne,r, o 1,,, /rr TC Dead 16.00 psf Rep Mbr Bnd 1.00 10,,,- ..,-d mdh,r,nn.,n...rarer,m /dmnrm,,,,imr. F„h,;,:mr. nrmiOc' i 1 mrd hrr,,.e rhLs 1r ., rn ncro ,hu, < ewh dm !1111-ruq slmulnrdc JOINT OET IIIS' Ips 75usu„I. 11NSIATI'f 1', 'IVTC,1 I' 1l ,,W Trsrss ('uunrd BC Live 0.00 psf O.C.Spacing 2- 0- 0 ofArnerfcaSt-dnrd Oesilpr, Resfxnrsihflilies,'IMNIXING INSTALLING AND RRAC'1NG AfET.II.P/_4 Th' CONNECTED IVOOO TRILCCIiti' BC Dead 10.00 psf Design Spec UBC -97 1700 RIEGO ROAD, ELVERTA, CA 03820 . // flR.9/I and 'IllR.9l SIh71MARY.VIIRli7" hp 7P/. 7h<Tn,xs Yfn,e hrsrim,c lTl'!J it /r,rnmd m O'Onnrrin Uri- Mndiv- 117 ill 13719. ' The AmeHem, F'nrry and Pnper Axs wlinn(Al•YA) irinrmed,,, I I I I l 9msmec Nm. sla Slit). e•md,r„hnn,�. IX'20036 TOTAL 42.00 psf Segn T6.4.12- 0 1z, , . 111tt i,,.r,= Job'Name: VICKERY RESIDENCE BROX-LOC REACT 91BE REO'e TC 2x6 DFL #2 - 1 1- 2-12 8351 5.50• 3.59• BC 2x8 LVL 1.65ETSLSL 2 19- 9- 4 5113 5.50 . 2.21 . WEB 2x4 DFL STANDARD SRO RBQUIRSKENT9 shown are based ONLY Drainage must be provided to avoid pogding. on the trues material at each bearing Continuous-lateral-bracing-attached_to flat TC as indicated. Lumber must be structural Te FORCE AXL BND CSI grade,�Brace @ 24" D.C. unless noted: 1-2 -19893 0.25 0.63 0. sa 2-PLYhNail w/,10d COMMON, Staggered(per1NDS) 2-3 -18624 0.42 0.49 0.91 in: TC• 2/ff`BC• 7/ft WEBS-2/ft y, 3-4 -18624 0.42 0.48 0.90 ..? 4-5 -14820 0.27 0.18 0.45 Sc FORCE AXL BND CSI 6-7 13915 0.25 0.29 0.54 7-8 14955 0.27 0.24 0.51 8-9 14916 0.27 0.23 0.50 9-10 14007 0.25 0.07 0.32 NCB FORCE CSI NEB FORCE CSI 1-7 3179 0.67 4-8 3977 0.81 2-8 3935 0.80 4-9 1895 0.59 3-8 181 0.05 � f 5-11-11 2-PLYS 1 2 r `REQUIRED Truss ID: G2 Plating spec : ANSI?PI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotallon/toppling. See HIB -91 and ANSI/TPI 1-1995 or ANSI/TPI 1-2002. PLATING BASED ON GREEN LUMBER VALUES. 6-11-11 3 4 5 8 4.00 This design based on chord bracing applied per the following schedule: max o:cIrorn� TC , 24,00". 6 -11 -it 12.11=4 This_truss-Is-designed-using the 6BC-97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 19.00 It Mean roof height = 10.48 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psi ----------LOAD CASE 01 DESIGN LOADS -------------- Dir L.Pif L.Loc R.Pif R.Loc LL/TL TC Vert 64.00 1- 0- 0 64.00 20- 0- 0 0.50 BC Vert 850.00 0. 0. 0 850.00 1- 0. 0 0.38 BC Vert 870.00 1- 0. 0 870.00 15- 0. 0 0.37 BC Vert 20.00 15. 0. 0 20.00 20. 0. 0 0.00 MAX DEFLECTION (span) : U999 IN MEM 7.8 (LIVE) L=-0.19" D=-0.31" T=-0.51" ===== Joint Locations 1 0.0-0 6 0-0-0 2 5-4-8 7 5-2-12 3 9-0-0 8 9-0-0 4 12.7.8 9 12-9.4 5 19-0-0 10 19-0.0 T 2-9-15 1 SHIP 14.V i , rz: 1-0-0 STUB 6 7 6 9 �tilt "No APSE, '� ��004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Cale: 9/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY .. "11.1 dcri/,nr L�insanindividual Wldingrp nmrwem /r her 1, h,,., M-d«n aI«vvliroann....... Chk' CM mrd rJM rhe ranyxmem uomu/newer Truss ID: G2 ® dour in arcon/anra n 11, rlre ­­1nr d APPA de vernnns ni77'l anslgrr .anndards. N ...... ... n ..W lir/ di is assumed (r nrerrsiannl rrrcw'nc,•. III ..inax ere rn M .CriRed by rhe rnnrprrnenr rnnnu(rf.lurcr nnrUm huildirrR Jcsigrrer prier In lnhrirnunn. ihr huildirrg de..igrrer uu nceennin rhnr rhe /nods Dsgnr: EC "Id-dmrr/d,ligrr mem arerrcedll, lI ndi,,gP.M,s dhyNmnlarnlhuildirrg1 nc�pnrrirulnrnppli«minn. Thede.igr«.awmestlrnnhcrnprhard TC Live 16.00 psf DurFacs L=1.25 P=1.15 WESTERN WOOD L Imam//y bmc d by rhe nmiarJlrwr.dmnrhlrrg mrd rhe hareem sherd is' M -11y h --d k, a Hgid shenrhhrg mer ,W dircc . nnrrehrd. unlet. rrrhen,+sc oared Rmcingahnwnis,wlammisupMx r+%rnm/n,,mntvnrrnhennnlrhrr-:d hecklingIc grh. Thisrn.rr/nn......WInmheplead/n rr, TC Dead 1§.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS envwrmrrnnhnr•al/rnuxedmmaiaumrnnrenrn%thew.ndrne.crcdllYbmrd/rrnusermmrrrnrpinmrmnuinn.hirhNrare,hnndl,.h.'It BC Live 0.00 psf O.C.Spaeing 2-0-0 and brrt this truss in «crordnncr n•irh rhe (-ullon•ing sbmd«rds: JOINT OEMILV by T -W. ANS1,7111 1: 'IVT(',l V. W-1 Tru.rs L'nunril _ - fAmericnSnndnrd/Jesigrr Rcm" rpibifirlee7lANOI.1,V(ilVtiTfLLIVCANDItRAClNG AIET.IL PLATECONNEC'TAI) WOOD TItI.LCGi.�" BC Dead 10.00 psf Design Spec UBC -97 7700 RIEGO ROAD, ELVERTA, CA BSB2a .11 I/O -911 mrd'///R-9! SUMMARY 3/1L'li T'kr TI'L Tim 7ivsr /'lore brvrimrr lTp/1 is /neared nr O6D frau Orivr, b/ndi,cun, Wixronsw 5P/1. the Amerrrmr h:,re..raw/raper Asnrrmimr(Arno is nrra«•em 1111 /91hSrnrm. NIV. SI .rex,. rYrr..n�r,grmr. IW 0036 - TOTAL 42.00 psf Seqn T6.4.12 - 0 JoWName: VICKERY RESIDENCE Truss ID: K1 Drw BRO X -LOC EXACT SIZE RRO. D TC 2x8 DFL #2 Plating spec : ANSUTPI - 1995 This design based on chord bracin applied 1 0- 1-12 2799 3.50• 1.50^ Sc 2x8 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF per the -following schedule: 3 36- 1- 8 6045 3.so• 1.77• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. r""�"max-o-c�rrom.+lo 3 47-30- 4 4786 3.50^ 1.70• Mark all Interior bearing locations. PLATE VALUES PER ICBG RESEARCH REPORT #1607. ) TC. , 24.00"�.7-10-15 40- 0. 0 BRO REOIIIRENENi3 •hove are based ONLY ♦++++++++++++++++++++♦ ' Install Interior support(s) before erection. This-lruss-Is'deslgried uslnp U,e on the truss material at eacb bearing Nall pattern shown Is for PLF loads only. Drainage must be provided to avoid ponding. UBC -97 Code. Concentrated loads MUST be distributed to Permanent bracing Is required )by others) to Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE ASL BND CSI each,ply equally. On_multi-ply-with-hangers, prevent rotation/toppling. See HIB -91 and Truss Location = End Zone 1-3 -6545 0.02 0.09 0.11 uie 3 -nails min.,irito the carrying member. ANSI(TPI 1.1995 or ANSIrrPI 1-2002. Hurricane/Ocean Line = No , Exp Category = B 2-3 -5993 0.02 0.06 0.08 For more than 2 ply, use addltlonal-fasten- Contlnuous-latera[-bracing-attached to flat Bldg Length = 90.00 ft. Bldg Width = 49.67 ft 3-4 -5498 0.02 0.24 0.25 �ers as Indicated from the back;plys, or use tTC as Indicated. Lumber must be structural Mean roof height = 10.63 ft, mph = 80 4-5 -2840 0.00 0.15 0.15 any other-approvTed_detaihfby others). (grade. BBrac.e-@-24'_o.c.unless noted. UBC Standard Occupancy, Dead Load = 26.0 psf 5-6 2669 0.11 0.02 0.14 +++°+_++++++++++++++++++ PLATING BASED ON GREEN LUMBER -VALUES. ---------- LOAD CASE #1 DESIGN LOADS ---------------- 7 6708 0.79 0.19 0.48 - 3=PL-YI'Nall-w/AOd-COMMON,-slaggeredlperNOS D L.PIf L.Loc R.PIf R.Loc LL/TL 7-8 6666 0.29 0.19 0.48 in: TC- 2/ft BC• 2/ft WEBS- 2/ft Vert 4.00 0-0-0 64.00 8.0-0 0.50 8-9 6666 0.29 0.11 0.40 Nail in layers or from each face. C Vert 160.00 8-0-0 160.00 16-0-0 0.43 9-10 -1473 0.00 0.10 0.11 �. _ 1. />• TC Vert 64.00 16-0.0 64.00 48.0.0 0.50 10-11 -8012 0.04 0.27 0.31Yi BC Vert 50.00 0-0.0 50.00 6-0.0 0.23 11-12 -12418 0.07 0.15 0.23 .1 BC Vert 20.00 6-0.0 20.00 40-0.0 0.00 12-13 -12307 0.08 0.17 0.25 BC Vert 50.00 40.0.0 50.00 48.0-0 0.23 ■r/ ...Type... lbs X.Loc LLrrL BC FORCE AYL END CSI TC Vert510.0 8-0.0 0.38 14-15 6175 0.23 17.07 0.29 D TC Vert 510.0 40-0-0 0.38 15-16 614] 0.22 0.16 0.38 /0/ BC Vert 1183.0 6.0.0 0.38 16-17 5979 0.71 0.175 0.26 / BC Vert 5279.0 40.10.6 0.38 17-18 5457 0.19 0.05 11.74 18-19 5453 0.19 0.04 0.24 La. MAX DEFLECTION (span) 19-30 3556 0.09 0.03 0.12 7 20-21 -7917 0.00 0.21 0.21 U999 IN MEM 24-2S (LIVE) 31-72-1082 0.03 0.18 0.21 L=-0.09" D=-0.14" T=-0.23" 21-23 7538 0.37 0.05 0.33 23-24 7538 0.27 0.03 0.39 Joint Locations 24-25 12906 0.46 0.73 0.69 1 0.0-0 15 Locations ]5-26 11617 0.41 0.23 0.64 2 4-10-13 16 7- 7.12 16-27 11636 0.41 0.17 0.58 7-11 0-15_i 7-1� D-15� 3 7.3-12 17 11.11-6 1 2 3 4 5 6 7 9 10 11 12 13 wsa Fo710E CSI WEB FORCE CS1 LRE LYS � 4 11-11-6 18 14-0-0 A 5 16.8-11 19 16-8.11 2-15 602 0.:: 7-21 -560 0.02 UIRED F- •0-0 -� 6 21.6.1 20 21-6.1 3-16 -538 0.02 9-21 -7192 0.33 4.00 510# -4.00 7 26-3.7 21 26-3.7 3-16 1161 0.16 9-23 2924 0.40 w t� s7p ,� ^ _ 8 27.3.12 22 31.1-10 3-17 -808 0.04 10-22 -7070 0.33 7-12 11 .�5; y 3-6 /� f3- o j t r i�3.5-8 �3-8p 1 f :;� 9 31.1-10 23 34.0.0 4-17 383 0.05 10-24 2503 0.34 3.5 4 3.5 4 4-19 -3203 0.15 11-24 -5541 0.36 1-1 - V 12 T 10 35-11-13 24 35.11.13, 3-1-11 67TY--i 11 40-8-4 25 40-8.4 5-19 1571 0.21 11-25 4820 0.65 = 4-5.11 12 43-1.4 26 43.1-4 5-70 -4353 0.20 12-25 425 0.06 3-4 -4= SHIP 6-20 1834 0.25 12-26 179 0.02 0-6-1 4 4 4-4 4 4 4-5 ) 5-8 4-6 8 80-6-1 1 13 48.0.0 27-48-0.0 6-21 -4487 0.21 4 4 S=8-8 4-1 5=8-8 4-4 ult�� 14 0-0.0 T / itis 1183# 52791$ .4-0-0 4-0-0 7- ' ti J� 14 18 17 18 19 20 21 22 23 24 25 26 27 07 TYPICAL PLATE: 1.5-404 ,OVER_3_SUPPO TS v All plates are 20 gauge Truswal Connectors unless eceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Sca e. 32" = 1' WA ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Thi, dr,l kfi nn i„diMdvnl huildhw e"mpnrrem nm nv„ xynem. lr 1". been hn,edon..I-i(cmlun, p,,,.drd hr rhe ruv,/nnrr.•nr munu(nnurrr� Chk • CM mrd clot !n nccurJnnce a lrh rhe r•urrem vcnYrm. n(TP! m,d A/: PA dedg r ,Irmdnrdc ,% ,r,p nhilir,• ,.. ac,vm d,,r din -mi „nl m.e„ rr,•. Oh„rr,.dm,., Truss I D : K 1 m he rrr!lled by rite• eomprman nvu, f(rrrrmer mrd/nr huildinx desig,rer p-1-1rn frrhrirnrinn. 7Ar hvi/JirrK desiA ter muv rrcrennin rhnl rhe /uncle DSgnr: EC WESTERN WOOD mi/iceduvJd, her/,rInrn/huildinx cm/c•andrhe parrnJnrrrpplirmiun. Thedevixnncaumrxrhmrbcmprluud TC Live 16.00 DurFacs L=1.25 P=1.15 ,,dgr,meeturcv.ecJrhe/nnr/luxird,h, I L, lnrrrnlfy hnrec•J hp ilea ,w,(nr /hu,r.dremhiue and rhe Mmo,n rhmr/ i.s lmrrnllr h.•rred hr n rigid,hc ,hirg nrurminl dirrrrp• nuv..J dl unlex.. oJ•i,.e psf ®FABRICATORS umrh,g.dnnnier,rinrernl,,rpp n,en,b,r,mrh n,rrdnrrb­A1i„elrng1h. 71d„r,,,,• rp,•h,,,r,nr,,,rnnr"•ulna,rd,rmni,rnrermnrmry'mr"nndn,r,recel9"armd1rrr,m....nrrmrphurrnrrncimr TC Dead 16.00 psf Rep Mbr Bnd 1.15 ri,hrirnrc•,hnnd/c.in'ep/I mrd brnce ,U, u,cc, in nrcmdnnce e•irh Ne f Ifu"•ing sburdnnLc JOINT OFTAII.Y hr T.no 1. '.INtiIln,l I', UTC.'4 V - IP-175v,x C.'uwrril BC Live 0.00 psf O.C.Spacing 2-0-0 njA,nericp Ntnndnrd 01,figr, R-p,asihilili-71ANDUNC INSTALL/NC AND IIRACINGUET4L III A Tp. C'ONNFC'77CO WOOD TRI/SSIiS' BC Dead 10.00 psf Design Spec UBC -97 • 3700 RIEGO ROAD, ELVERTA, CA 95620 . (///R 9/J mrd '//IR 9/ S'UM1fA1ARY,1'//F/iT by T/'1. %Ire True Plme llalilmc (TPI) ix furnrer/ m IYO,u,fi-w Urivr, Alndixmr. IVi,ruu,eln 517/9. 77rr Arnrrirm, Fnrr,r mrd roper A,.,-mli,n (ArrA) Is interred rn /I// /vm S,r 1. Nn% Str 8W.. uo,.d,i„aro,,. f,C' 'nnlM1 TOTAL 42.00 psf Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE SRO Y -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 2352 3.50^ 2.51• BC 2x8 DFL #2 2 47-10- 4 2352 3.50• 2.51• 2x8 LVL 1.65ETSLSL 17-21 BEG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. TC FORCE A%L BND CSI 1-2 -5408 0.15 0.25 0.40 2-3 -5220 0.12 0.10 0.22 3-4 -6881 0.42 0.19 0.61 4-5 -8035 0.57 0.20 0.77 5-6 -8395 0.62 0.20 0.83 6-7 -8395 0.62'0.21 0.83 7-8 -8395 0.62 0.16 0.78 8-9 -8035 0.57 0.20 0.77 9-10 -6882 0.42 0,19 0.61 10-11 -s22a 0.12 0.10 0.22 11-12 -5409 0.15 0.25 0.40 BC FORCE AYL BND CSI 13-14 5097 0.54 0.19 0.74 14-15 5101 0.54 0.18 0.73 15-16 4983 0.53 0.15 0.68 16-17 6992 0.74 0.16 0.91 17-18 6992 0.25 0.06 0.31 18-19 8094 0.29 0.06 0.35 19-20 8091 0.29 0.06 0.35 20-21 6992 0.25 0.06 0.31 21-22 6992 0.74 0.16 0.91 22-23 4983 0.53 0.15 0.68 23-24 5101 0.54 0.18 0.73 24-25 5097 0.54 0.19 0.74 WEB FORCE CSI NBBFORCE CSI 2-14 -80 0.01 8-19 349 0.14 2-15 -211 0.05 8-20 -506 0.08 3-15 410 0.17 9-20 1221 0.50 3-16 2121 0.86 9-22 -943 0.14 4-16 -943 0.14 10-22 2121 0.86 4-18 1221 0.50 10-23 410 0.17 5-18 -506 0.08 11-23 -211 0.05 T 5-19 349 0.14 11-24 -80 0.01 1 6-19 -265 0.04 3-9.11 1= 0-6-13-4 9-10-15 1. 2 3 4 5 6 7 8 9 28-0-0 S=6-6 9-10-15 10 11 12 4.00 1-4-0-00 _ _ 4-0-0 13 14 15 1817 18 19 20 2122 23 24 25 MAX DEFLECTION (span) : L/999 IN MEM 18.19 (LIVE) L= .0.54" D= -0.88" T= -1.42" ===== Joint Locations 1 0-0.0 14 5.10.13 2 5-10' 13 15 9-3-12 3 9.3-12 16 14-1-5 4 14.1.5 17 15.0-0 5 19-0-11 18 19-0.11 6 24.0.0 19 24.0.0 7 27.3-12 20 28-11-5 8 28-11-5 21 33-0-0 9 33-10-11 22 33.10.11 10 38.8-4 23 38-8-4 11 42-1-4 24 42-1-4 12 48-0 ' 8-0- 0 25 48-0-0 13 0-0-0 T 5-1-11 0.6_, l SHIP TYPICAL PLATE: 1.5-4 �CIL � ®UN `-37M- /2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless ote DEPARk Scale: 3/32" = 1' Truss ID: K2 Drwg: - Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: MULTIPLE LOAD CASES.f� maxx D.C. -fir-&M-to-7 PLATE VALUES PER ICBG RESEARCH REPORT #1607. • TVo 24.00" 9-10-1538-0-0_; Loaded for 10 PSF non -concurrent BCLL. This-truss-is-deslgned-using-tti Continuous-lateral-bracing,attach`ed'to flat UBC-97 Code. TC as Indicated. Lumber must be structural. - Bldg Enclosed = Yes, Importance Factor = 1.00 grade.jBrace @ 24 o_c:,unles_s_-:noted. Truss Location = End Zone Y Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 it, Bldg Width = 49.67 it Mean roof height = 10.97 it, mph = 80 . U13C Standard Occupancy, Dead Load = 26.0 psf 9-10-15 1. 2 3 4 5 6 7 8 9 28-0-0 S=6-6 9-10-15 10 11 12 4.00 1-4-0-00 _ _ 4-0-0 13 14 15 1817 18 19 20 2122 23 24 25 MAX DEFLECTION (span) : L/999 IN MEM 18.19 (LIVE) L= .0.54" D= -0.88" T= -1.42" ===== Joint Locations 1 0-0.0 14 5.10.13 2 5-10' 13 15 9-3-12 3 9.3-12 16 14-1-5 4 14.1.5 17 15.0-0 5 19-0-11 18 19-0.11 6 24.0.0 19 24.0.0 7 27.3-12 20 28-11-5 8 28-11-5 21 33-0-0 9 33-10-11 22 33.10.11 10 38.8-4 23 38-8-4 11 42-1-4 24 42-1-4 12 48-0 ' 8-0- 0 25 48-0-0 13 0-0-0 T 5-1-11 0.6_, l SHIP TYPICAL PLATE: 1.5-4 �CIL � ®UN `-37M- /2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless ote DEPARk Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting C nit z to n J • b:'. �� �� JOB#: VICKERY 7/ds design a for m, Individual huild/ng curnprman nor rrva.yvem. It h- been hosed m,.q.6fi nriunr provided by rlre rumpn...•nr oa....14 r -, �, Truss ID: K2 ® and done in nccnrd., c ••irh he r e,,, aimu rJ TPI and A/•PA design srnndnrds. A'o reaprrnsihifily i --sed/ r diurcnxinnrd nr;currn). Di nre".'wur YI an: m be -1fred by the -M e n mono( rum. nnd/r,r building designer pn ,r rn fabric....... 77,e budding derigr,er u.w nscerrnin rhm rbc fond. Dsg nr: EC _ TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD uniked un rids drip, -1- emeed,he hmding wiled hr the h -I huild/ng code end the/x,nieulnr npplie-u-. The drrig r arvurrres Urnr d,r rap chard la /nremlfy hmced by the morn. fl-­h-,h/ng ru,d rhe h mr rhnrd i., Irnernlq• hmred h), rigid shenrhing rnnwud direr../. nunrhed. unless cored. Rmring.rhnun/rh,rfarerrd.raper,,arrfranrprx,e,,,,rneadx:n,a,N ,,"rhrreIk1i,gfengd,. Thirrn,a/x,rrr,n.dndl,n,rhr:ldnredh,,,,,r TC Dead 16.00 psf Rep Mbr Find 1.15 ®FABRICATORS rnwmn,r,rmrhanrmrn.rrd,..... rrnrrenr,r•rn!frheerreedfver,nunrrnnmrnneerrnrplore,arrari-I-*,,hrir,e.hnndfe.in.rrnIt BC Live 0.00 psf O.C.Spacing 2-0-0 - and hence /his nmss in rtcran/nnre x•irh dre (nlfax•ing smndnrdr: JOINT VEMILS' by Ynus 1. ANS117"I'I l: 'IYTCA f' - IVnnd Tmv Council nfAmericn Gondard fksipr Herpnnsihili,ier.'/(ANULINGINSTAI.LhV(.'ANU NRAC.'1Nf: AfF.T.fI. I'LATF. C'ONNEC7'FU O'Oan TRr/ers•• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95620 . l///6.91/ nnd'1118-91 SUMA7ARY Sl/F.E7-hr 77'1. The T- Pfore I"oh a (Till) is h -W ur DYhmjNn //rive A7ndisnn, 11'i.vuusin 5J719. The American 1•-1 nr,d /'ape, A.rmchdinn (AF1'A) is hx:ead m It I f f 91h Sorra. NII'. ,Ue MY). 14'nshingmn, UC' '003x. TOTAL 42.00 psf Seqn T6.4.12 - 0 Job"Name: VICKERY. RESIDENCE Truss ID: K3 Drwa: ' DRO Y -LOC RRACr SIZEREO'D TC 2x6 DFL #2 1 0- 1-12 2352 3.50" 2.51. BC 2x6 DFL #2 2 47-10- 4 2016 3.50• 2.15• WEB 2x4 DFL STANDARD BRO REODIREt43tN1'S ehos.R are based ONLY Loaded for 10 PSF no BCL. an the trues material at each bearing Continudu"s lateral'bracing-altached-to-flaff TC as Indicated. Lumber must be structural TC FORCE ABL BUD CSI 6ra_de.,Brace-@-24l.o.c _unless noted. -A 1-2 -5241 0.16 0.26 0.42 2-3 -4873 0.11 0.14 0.25 3-4 -6257 0.35 0.27 0.62 4-5 -6794 0.41 0.21 0.62 5-6 -6794 0.41 0.21 0.62 6-7 -6794 0.41 0.16 0.56 7-8 -6256 0.35 0.27 0.62 8-9 -4873 0.11 0.14 0.25 9-10 -5240 0.16 0.26 0.42 BC FORCE AXL END CSI 11-12 4915 0.64 0.16 0.80 12-13 4915 0.64 0.15 0.79 13-14 4628 0.60 0.08 0.68 14-15 4626 0.60 0.08 0.68 15-16 6321 0.82 0.12 0.94 16-17 6321 0.82 0.12 0.94 17-18 4628 0.60 0.07 0.67 18-19 4628 0.60 0.08 0.68 19-20 4914 0.64 0.15 0.79 20-21 4914 0.64 0.16 0.80 NEB FORCE CSI NEB FORCE CSI 2-12 80 0.03 7-16 558 0.22 2-13 -393 0.16 7-17 -699 0.15 3-13 363 0.15 8-17 1816 0.74 3-15 1815 0.74 8-19 363 0.15 4-15 -699 0.15 9-19 -393 0.16 4-16 558 0.22 9-20 80 0.03 5-16 -387 0.08 T 4-5-6 1= 0-6-?' 11-9-15 1 2 3 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. Desi'g'ned fdf"116 Klbs diag bad applied evenly along the top chord to the chord @ ea. bearing (unless noted), concurrently with dead + 0 % live loads. D.F. = 1.33 Horiz. reaction = 1.6 K lbs. ea. bearing. Connection (by 'others) must transfer equal load to each ply (or add-on) shown. This design based on chord bracing applied per the following schedule: max-o:c--Efrom to TC 24.00" 11.9-15 36_1_0 Tliis truss Is designed us -Ing the - UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 49.67 it Mean roof height = 11.29 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 11-9-15 4 5 6 7 8 9 10 24-2-0 4.00 14-0-0 i 48-0-0 11 12 13 14 15 16 -17 18 19 20 21 MAX DEFLECTION (span) : L/999 IN MEM 15-16 (LIVE) L=-0.42" D=-0.69" T=-1.11" ===== Joint Locations 1 0.0.0 12 6-7.6 2 6-7-6 13 11.2-12 3 11-2-12 14 14'0-0 4 17.6.8 15 17-6-8 5 24-0-0 16 24-0-0 6 29-2-12 17 30-5.8 7 30-5-8 18 32-0-0 8 36. 9-4 19 36-9-4 9 41-4-10 20 41-4.10 10 48-0-0 21 48-0.0 11 0.0.0 "n o rhnrd ed n rigid s'hrnrhrng m ,al err .,,,I r nrhr .,c nn,cd. Ornring show., i.r /i,r lnrernl mpprm a%cr mponrnrs nurmhcrr nn/r n, rrdurc hark/ing len.gdi. This rwnprno , shot! nm be pinrcd in nn/• omimrnno111-,'nrnnnrrrhr,nni.rrrr.rr,on-,,�,hrw"nd,,,-r d19'. T 8 5-9-6 S I SHIP 0-6-11 TYPICAL PLATE: 1.5-4 Ri 4 00 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractorcr IVY JOB#: VICKERY Tlrrs rksig,, is (or nn indruidunl hulydiog r 'l rmem nn, rmss.n•,nem. /1 h.r Hero hrccrd nn .Vxri/icminns prurrdrd hp rhe cnugnnrenr omnufi-tt . ® and dmm in nrcordance u•irh the eumem rersim,.r nl'TPl and AFP.4 dcsigrr .amndnnG. Nn rcrpmsihilirr is nvswnnrl / r Jirnr•.rccrmrrd rrrrrvnr;,: mensinus Di �./�y7 £££•++ "' Truss I D . K3 r,n he ifW hr rhe rurnpnmm� nvurulircrunr rend/,, huildhg, dror-pr rr In %nhrinnrmr. The lnrildirrg dcsignrr rnuar n..n•rrnir, drm rhr h dr p C sg ] a .9 TC Lf've 0 sf acs L=1.25 P=1.15 WESTERN WOOD uuliccd on rhG. drsipr nmc•r "r c recd rhe /ending i.np"red hr rhe lmxr/ hudding rode nnJ d,e pnnirulnr np/r/rrnm,c, 7'hr de gn us:runns rhnl d¢ mp r hard is 4 -fly hmred he rhe rv,ofnr /lm,r d-hrog 11h hr,11 is Irnerullr hts, fir direrrlr hr d. - ®FABRICATORS "n o rhnrd ed n rigid s'hrnrhrng m ,al err .,,,I r nrhr .,c nn,cd. Ornring show., i.r /i,r lnrernl mpprm a%cr mponrnrs nurmhcrr nn/r n, rrdurc hark/ing len.gdi. This rwnprno , shot! nm be pinrcd in nn/• omimrnno111-,'nrnnnrrrhr,nni.rrrr.rr,on-,,�,hrw"nd,,,-r d19'. TC Dead 16. 0 p Rep Mbr Bnd 1.15 mrdi,rr...ore.....1rplmrrrn,.,.rim,Fnnr'irmr.hrrn11,mot,u BC Live- 0.00psf``t O.C.Spacing 2-0-0 - mrd hence ,his r.ucr in nccnrdnnce w'irh Urefnllun•ing srmulnn/x: 'JOINT UETA!! ti'r{r 7i -d, ;IN.1'IgPI l: 91'TCI V. n'nnd DY s r'nuncil nJ>Imoirn Crmrdr,rd Uc:rgn erv,renrinni,rr... 7/nrvvt/,vc: l,vsT u.l.lrvr, Arvv elex7,vr nlr.'r:u. vl�nr_ c'on'n'ecTr:u boon rlcusse-s• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 9502e . rlllR-9/1 n,rd '///N -9l ,\'!/A/AfANY.C!!/i h.-T'hr 7'/'L The T�vcr !'/n,e /nsrirurr rT!'IJ is'/urnred m ll'U,rnjrrn Urivr. ,%Ndi.run, IVis'cmrriu 53719. The Arnrrirm,F-eslrmdrnpnrAarnrimim,r.PPAlcrlmmrdmItIIhsnr,.Nlf.St, x110.$v"Ang,mcuc':rNue. TOTAL 42.00 psf SegnT6.4.12- 0 Job Name: VICKERY RESIDENCE BROY-LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 2187 3.50• 2.33• BC 2x6 DFL #2 2 41-10- 4 1838 3.50^ 1.96• WEB 2x4 DFL STANDARD _ BRO REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BC L. on the trues material ateach bearing Continuous-lateral.bracing-attached-to-flat TC as Indicated. Lumber must be slructuraI TC FORCE AXL END Cs2 tgradeF-Brace-@ 24"--o.c. unless noted. ,( 1-2 -4657 0.19 0.38 0.57 NOTE: LEFT OVERHANG -DOES -NOT WORK UNLESS 2-3 -4015 0.14 0.14 0.28 OTHER PROVISIONS ARE MADE (PER THE BUILDING 3-4 -4454 0.17 0.22 0.39 DESIGNER) TO REDUCE THE OVERHANGS STRESS/ 4-5 -4429 0.17 0.16 0.33 DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. 5-6 -4429 0.17 0.14 0.32 Maximum Unsupported Left TC OH = 3-10-2 6-7 -4429 0.17 0.15 0.32 7-8 -3764 0.13 0.18 0.31 8-9 -2604 0.06 0.18 0.24 9-10 -1064 0.01 0.12 0.13 BC FORCE AEL END CSI 11-12 4355 0.56 0.18 0.74 12-13 4351 0.56 0.09 0.66 13-14 3796 0.49 0.06 0.56 14-15 3796 0.49 0.06 0.55 15-16 4474 0.58 0.08 0.67 16-17 3815 0.50 0.09 0.58 17-182368 0.31 0.06 0.37 18-19 2368 0.26 0.12 0.38 19-20 1121 0.12 0.12 0.24 20-21 -57 0.00 0.05 0.05 NEB FORCE CSI WEB FORCE CSI 2-12 122 0.06 7-17 -872 0.26 2-13 -665 0.41 8-17 1700 0.69 3-13 447 0.18 8-19 -514 0.16 3-15 800 0.33 9-19 1446 0.59 4-15 -356 0.11 9-20 -1431 0.20 4-16 -96 0.07 10-20 1800 0.73 5-16 -334 0.10 10-21 -1819 0.22 7-16 786 0.32 TYPICAL PLATE: 1.5-4 MAX DEFLECTION (span) : L/999 IN MEM 15.16 (LIVE) L= •0.20" D= -0.33" T= -0.53" ===== Joint Locations 1 0.0-0 12 7-7-14 2 7-7-14 13 13-3-12 3 13.3.12 14 15.0.0 4 18-7-0 15 18.7- 0 5 24.0.0 16 24.0-0 6 27-3-12 17 29'5' 0 13-10-15 7-107-1015 7 29-5.0 18 33. 0.0 r 1 2 3 4 5 6 7 r 8 •® 8 34-8.4 19 34. 8.4 9 40-4.2 20 40.4-2 -- 10 42.0.0 21 42.0-0 4.00 20-0.0 -4 00 11 0-0-0 S=6-6 T7-1 3-4 2.5-4 3-4 7-1 5-5 3-4 4-4 5-1-11 6 55 1� I2"s-1I 1 SHIP 1 0-631 2.5-4 3-4 3-4 3-7 3.5-6 3-6 ^~ 5=6-6 5=6-6 5.5 2.`54 x'510 . 44i 0-42=0=0-W c \O u' c„ 6-0-0 (V 11 12 13 14 15 16 17 18 19 20 STUB TTE CO All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Truss ID: K4 Drwg: Plating spec : ANSVTPI - 1995 This design_ba3ed on chord bracing pplled THIS DESIGN IS THE COMPOSITE RESULT OF _ pj r_the foliowlnng schedule:: - - -�-" MULTIPLE LOAD CASES.trom'"'to y PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC' . 24.00" 0-'0. 0 '42= 0 0 Drainage must be to avoid BC 120.00'"0-0-0 42.0- 0 provided ponding. PLATING BASED ON GREEN LUMBER VALUES. , This truss Is-deslgned'using`the End verticals designed for axial loads only. UBC -97 Code. Extensions above or below the truss profile Bldg Enclosed = Yes, Importance Factor = 1.00 . (if any) require additional consideration Truss Location = End Zone (by others) for horiz. loads on the bldg. Hurricane/Ocean Line = No, Exp Category = B WESTERN WOOD Bldg Length = 90.00 it, Bldg Width = 49.67 it TC Live Mean roof height = 11.63 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : L/999 IN MEM 15.16 (LIVE) L= •0.20" D= -0.33" T= -0.53" ===== Joint Locations 1 0.0-0 12 7-7-14 2 7-7-14 13 13-3-12 3 13.3.12 14 15.0.0 4 18-7-0 15 18.7- 0 5 24.0.0 16 24.0-0 6 27-3-12 17 29'5' 0 13-10-15 7-107-1015 7 29-5.0 18 33. 0.0 r 1 2 3 4 5 6 7 r 8 •® 8 34-8.4 19 34. 8.4 9 40-4.2 20 40.4-2 -- 10 42.0.0 21 42.0-0 4.00 20-0.0 -4 00 11 0-0-0 S=6-6 T7-1 3-4 2.5-4 3-4 7-1 5-5 3-4 4-4 5-1-11 6 55 1� I2"s-1I 1 SHIP 1 0-631 2.5-4 3-4 3-4 3-7 3.5-6 3-6 ^~ 5=6-6 5=6-6 5.5 2.`54 x'510 . 44i 0-42=0=0-W c \O u' c„ 6-0-0 (V 11 12 13 14 15 16 17 18 19 20 STUB TTE CO All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �q WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. This drdgn is par mr indwid-1 hooding rmnpanem -1 r v....../„errs. o hnr been hatred nn ,per inrnri- p-ided h/• me rr,rn(rnr,e... rn.....f rr"r r Ch k • CM ® and done in acrnrd-re r,irh he corona sans..... of TPI acrd APPA Jesigrr .nnndnrds. Nn rerprrnvhiliry i.r n.raumeJ hrr rlirnrn.annrrl anus•..... IJinrrusinns me rn be -,died by rhe -y;, en, --faclurer -War building dexigrrcrryrnr a;frrhricnrinn. l'he building darigrrrr umar ........run rhnr he /nods Dsgnr: EC WESTERN WOOD "Whed nn rhrr design nmer ---cd rhe• handing it y.rxrd Ar are lural I ilding rmle and rhe porriculnr npplirmiun. The dreign aacurnrs rhrn Its,rap rhrarl le In e-hy hmred by rhe sr„r/nr ll,arr s/marh/nx and rhe Munrm chord Lr /auern/h• hrnre I by a ng1d.,h,a,hhrg uv le -d drrerrh• rnrnr1-1. urdess onc�n,r.rc• TC Live 16.00 psf nred. Nrncing.rhox" is r /nrernl.ruppn" n/rmnprmenrs member only m reduce h-kling lerrgrh. lhir rnnrppm-1 shall our he placed in ray TC Dead 16.00 psf ®FABRICATORS muimnmenrdame•itlcauserhenmixmrcrunrrmn%rheurmdrn-d19-Arad/rrausecmureclwphnernmrr%ou.Fab,irare.handle,inanll BC Live 0.00 psf said brace This IIVDs in accordance e•ilh the follae•ioR nmulnrr " VOINT VETAIL5' hr Tivsnnl, 'ANS1171 I'. 'IV7'CA V. IYaod Tnry Cimr¢il afknerica Simrdard Ocrigrr Re..V,nnaihiliri-'IIANDLINGINSTALLLVGdNOBRA CING,%fETALPI.A rF('oNNE(.7'P"u 1110011 Teusecs•• BC Dead 10.00 psf 3700 RIEGO ROAD, EL VERTA, CA 95626 • (1118.9!1 and •1I/8.91.VtIUAlARr 1'lfh''E7"hr TPI. The T uas Plore Irrarirure l7'PlI is hrrnrrd nr I r'(Arulrin Ur'ive•. Alndison, 117.,cansin 33719. The Aurcri-,, Form mrd Paper Asrnrinrinn /Al -PA) Is lassoed nl 1111 I9rh Surer. NAV. Sae Naas IVavhingmn, OC`70036. TOTAL 42.00 psf -3-W2004 Scale: 3/32" = 1' JOB#: VICKERY Truss ID: K4 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2-1-0 Design Spec UBC -97 Seqn T6.4.12 - 0 Name: VICKERY,RESIDENCE BaoY-LOC REACT SIZE RHO ;VTC 2x8 DFL #2 1 0- 1-12 2100 3.50• 2.24• BC 2x6 DFL #2 241-10- 4 1764 3.50• 1.88• WEB 2x4 DFL STANDARD BRO RBOOIRBKRNTS shown are based ONLY Loaded for 10 PSF non -concurrent BCI L. on the trues material at each bearing Conllnuous lateral bracing attached -to -flat �TC'as Indicated'Lumber must be structural TC FORCE AxL atm CSI grade.' Brace @ 24" o.c. unle_ss noted. 1-2 -4529 0.11 0.21 0.32 k"� 2-3 -4071 0.09 0.17 0.25 3-4 -4022 0.09 0.17 0.25 4-5 -3566 0.05 0.06 0.12 5-6 -3764 0.13 0.22 0.34 6-7 -3463 0.11 0.18 0.29 7-8 -3463 0.11 0.19 0.30 8-9 -2625 0.03 0.09 0.12 9-10 -2173 0.02 0.15 0.18 BC FORCE A%L BND CSI 11-12 4246 0.55 0.13 0.69 12-13 4244 0.55 0.13 0.68 13-14 3795 0.49 0.03 0.52 14-15 3401 0.44 0.03 0.47 15-16 3401 0.44 0.05 0.49 16-17 3771 0.49 0.07 0.56 17-18 2427 0.32 0.05 0.37 18-19 1417 0.12 0.05 0.17 19-20 2083 0.27 0.05 0.32 20-21 -55 0.00 0.07 0.07 NEB FORCE CSI WEB FORCE CSI 1-1280 0.04 7-17 -389 0.15 2-13 -468 0:22 8-17 1285 0.52 4-13 309 0.13 8-19 -229 0.10 4-14 -620 0.31 9-19 509 0.21 5-14 543 0.21 9-20 -820 0.19 5=16 453 0.18 10-20 2204 0.90 6-16 -151 0.06 10-21 -1710 0.21 6-17 -404 0.39 T 5-9-11 T= 0-634 Truss ID: K5 Plating spec : ANSIrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 15-10-15 9-10-15 1 2 3 4 6 7 8 9 10 0 16-0-0 0 Drwa: etiis"design based on chord br`acing applied-� pert. h�e.following.scheduIs:•g`•` max o.c. from lto�� TC 24.00".15710F15. 32-0.O TISIs truss Is deslgnedusing Cfie- UBC-97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 1t, Bldg Width = 49.67 it Mean roof height = 11.97 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf T 7-1-11 2-6-T SHIP MAX DEFLECTION (span) : U999 IN MEM 15.16 (LIVE) L=-0.16" D=-0.27" T=-0.43" ===== Joint Locations 1 0-0-0 12 6-2-8 2 6.2.8 13 11-1-4 3 8-9-11 14 15.3-12 4 11-1-4 15 16.0.0 5 15-3-12 16 21.0-11 6 21-0- 1 1 17 26-11-5 7 26.11- 5 18 32-0.0 8 32-8-4 19 32-8-4 9 36.10.12 20 36.10-12 10 42'0-0 21 42-0-0 11 0-0.0 44� � 42R "0=0ft r6 -0F 0 11 12 13 145 16 17 189 JL 21 STUB Com TYPICAL PLATE: 1.5-4 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. r V -:h y fI &R- k%. - Scale: 3/32" = 1' ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TMs deei}m is,6+r - h dndd-1 building rnmpu ew rr I nncs.tro lr has hecn hrurd un .y,ee;Jrrm;nns pmeidrd hr rim rn.... t enr uumu(rnurer nod d - in nccnrdnnre "•;dr /he ru,rem --i-s r f TPI .,d Ait Pd der;,n, „mnh,rdr. Nn rrrrp,ndhdi„ ;.r nrsn„red.l:,r dhne,,..;m,nl rrrenr;,r.,•. /> -simrr rc rn hr ucri ,ed A •rhe rim urn nrnnulnerurer Wit, huddM • dcai .ner n, hrirnrirnr. 7'hn huildi,, • desi goer nrusr m, ce in Burr rhe• /nods I 1 p„r � /• Prior frr /, %• r s7 gEmg.t:.Ja C h k • CM Dsgnr: EC JOB#: VICKERY Truss I D : K5 TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf DurFaes L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spaeing 2-0-0 WESTERN WOOD ®FABRICATORS . "WhednnrhGderigrn�­rcrreed,heirxrding;mpsedhytheh-dhuitdingrndcrurdrhePrvrirWnrnpp1irniiun %'hcJcv;g,a<sume.Uundmruprhord is Inremlly hmred hp rhe rnr%r"r pr.or shrndiing and dm hnunur .h" 1 it lnrcar i, hrnred by n rigid shcmhing nmreriul dinv:rlr nunrheJ. uulcsv mhenr;aw h - d. /Irnrhrg hn..,i. fi,rinre,.d.,nPl rr,nr'rump,,,e"'s'enhn....... nred"rehnreah,glengd,. Thl,rn„rp,,e, hallIhe/,lnredit, -W-m-1 Itt- ill -- the erceed s. Pethrit ate. hat,die. hulnif and brnre this truss in -rda- with the Iloe•ing.emrdnrdc 7OINT OF.TdIIS' by Irta-1. ANSI/TPI 1', 'IPTC 1 V- ly-d T -s C.'nmrril al,lmerr-Standard b-igr, Hexpnrvhilcries.7MNOL/NG INST.1LLINGdND NIUC/NGd/F.T.11.NA 7'h'CONNF.C7'I.71 WOOD 7'MISSk"S' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD. ELVERTA, CA 95826 . (lf/B 9/1 and 'lllR vl .TOA/MARY.TI/h.'F.T' h1• TI'/. 'rhe Truss Ylnre h,.nllure /7'I'/1 is horned nr Il'a fir;, llrire•. Aindisnn. Ilrixrmrsm 5371v. _ bu•7su is h-Irdm nn lyrh So -1. NIK she AMP,, Wnsh;n/;ron. W.':01136 TOTAL 42.00 psf Segn T6.4.12 - 0 .G Job'Name: VICKERY RESIDENCE Truss ID: K6 Drwo: BROZ-LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 2100 3.50" 2.24 . BC 2x6 DFL 02 2 41-10- 4 1764 3.50• 1.88• WEB 2x4 DFL STANDARD BRO REQUIREMENTS shorn are based ONLY Loaded for 10 PSF non -concurrent BCL. on the trues material at each bearing Continuous-lateral-bracing.aftached-to-flat 1TC as Indicated. Lumber must be structural TC FORCE AXL BND CSI grade. Brace @ 24" o.c. unless noted. 1-2 -4516 0.12 0.24 0.35- 2-3 -3926 0.08 0.17 0.26 3-4 -3853 0.08 0.14 0.22 4-5 -3326 0.05 0.09 0.14 5-6 -3282 0.09 0.31 0.41 6-7 -3282 0.09 0.31 0.41 7-8 -2679 0.03 0.17 0.20 8-9 -2409 0.03 0.25 0.28 BC FORCE A%L BRD CSI 10-11 4230 0.55 0.13 0.68 11-12 4226 0.55 0.11 0.66 12-13 3648 0.47 0.02 0.50 13-14 3648 0.47 0.05 0.52 14-15 3166 0.34 0.14 0.48 15-16 2487 0.27 0.14 0.41 16-17 2289 0.25 0.11 0.36 17-18 2289 0.30 0.03 0.32 18-19 -55 0.00 0.11 0.11 WEB FORCE CSI WEB FORCE CSI 2-11 101 0.05 7-15 985 0.40 2-12 -606 0.37 7-16 72 0.03 4-12 365 0.15 8-16 276 0.11 4-14 -726 0.47 8-18 -676 0.19 5-14 621 0.25 9-18 2362 0.96 5-15 144 0.06 9-19 -1701 0.21 6-15 -530 0.27 Plating spec : ANSIrTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 17-10-15 11-10-15 1 2 3 4 6 7 8 9 4.00 12-0.0 -4 00 This-desiglrbased-on-chord_bracing applladj per the`_folldwing`-schedule: rt,f max o.c. 'cirom� to - TC . 24.00't17-10--1530. 0- 0 This4russ Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No. Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 49.67 ft Mean roof height = 12.30 ft. mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : 1-/999 IN MEM 14-15 (LIVE) L=-0.15" D=.0.25" T=-0.40" ===== Joint Locations 1 0. 0.0 11 6.10. 8 2 6.10-8 12 12.5.4 3 10-8-7 13 16.0.0 4 12-5-4 14 17-3-12 5 17-3-12 15 24'0-0 6 24-0-0 16 30-8.4 7 30- 8.4 17 32-0-0 8 35.6-12 18 35-6-12 9 42-0-0 19 42-0-0 10 0.0-0 2.5 ,4, T3-4 S=6-6 �- -ry -- 3d T 6-5-11 3-4 3'_� X81 3.5-8 7-9-11 I2-6-1 SHIP _ 0-631 2.5-4 3-4 5=6-6 3-8 3-4 3.5-10 1 1 3-4 S=6-6 2.5 ,4, r! ��4%' w c 4-M C'i !J JO W40- 0 M 1.00" r - 10 11 12 1314 15 1617 18C® Vitoin ' TYPICAL PLATE: 1.5-4 it ara /18/2004 r All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 313211 = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY 77dr design h for nn MilMd-I huilding-tpuueIf hm Mien h,,,,,d n .y,cci7fcminua provided hr rhe cnmlunre... mr ....Mr Ter C h k' CM ® d d.- I,, Turn ncrnrdrurre Mifh dre rumem rerdoru u(Tl'I nnd,IFPA derigrr .vnndnrrlc Nn rceprnrafhiliq•is rrxsunmd%ur dimeo.d I, -u-,.)% Uimrnsinrrr Truss I D : K 6 prem he verified he dmrnmpunew mnnu(nmurer nnd/rhuildiug designerpriorfo %rrhrirminu. Timhuildmgdcsigrrer mun nscenniu fhnf the lnodl Dsgnr. EC WESTERN WOOD urflisdmrlhi., lip, rose,nrerreeddrelurrdingimpuscdhe11,eI-lhuilding-demfdfhep,,,W-nrapplirufw,, 7'lrerlesigrrncamcsdmllhewp,-1 I I., Im Toth• h --d by rhe nur/nr 7lrmr sh-lhmg mrd 1W hnnnm rhnrd i., Inrernll)• hmred M• n rigid Aenrhfng rm lefiN dir-r nmmhrd. -1- ,he-ise TC Live 16.00 psf DurFaes L=1.25 P=1.15 meed. It-hgshn ,kfior ln/rrmenun-her nr Iy,,r.•dute hh,.- i" mn• TC Dead 16.00 psf Rep Mbr Bnd 1.15 ' ® FABRICATORS h arvrmnmrm rn,.-ill cnurefhe.... ecnnrcm q(Ihe orad ru erceed l9Pemrd/nrrnure rnnnermr #lore rnmrvinrr. Firh,!,,,,•,h,nrdlainaudl SC Live O.00 psf O.C.Spacing 2-0-0 nudbn0refh13 im.0 in-rdnnre e•ifh fhefn//ne•Ing v d-dv JOINT I)ETAILS'Irr Tun -1. SIN IT11/ I','IVTCA I' -IV WT-(',-xil nfA-1-icn S/mrd-dDkiAr Nerpmrnihiliffca.'IIANDLINGINSTALUNG,IND BRACING AIFTAL I'LI IT:CONNF.(TFA RVOT) Tl11ISSE""S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 - (IIII).VI) Turd 7111.91 SUAIMARY SIIFFr, AI' T/'l. 7'he T ucr Plnle lnvinrre lTP/) i., hu nred m D'DmrIt I,, Orir•e. Afrrrli.snn, Wis...... m 5)719. 7'he Arnerlrnn F -I and l'rrper A-iminrr (AI -TA) is f,c edm///I191h.V-f.NIV. Ste Fon. IVn.rhirrgnnr. D('?0Qj6. TOTAL 42.00 psf Segn T6.4.12- 0 Job'Name: VICKERY RESIDENCE Truss ID: K7_ Drw : ERG %-LOC REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 This design b sed on chord bracing appapplled 1 0- 1-12 2100 3.50• 2.24• BC 2x6 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 41-10- 4 1764 3.50• 1.88• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max a.c.from to BRO REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent SCLj_. PLATE VALUES PER ICBO RESEARCH REPORT #1607. on the truss material at each bearing Con'lliiuous lateral -bracing -attached to'flal- Drainage be to TC 24.00" 19.10.15 28.0- 0 rtiletruss-rs-designed must provided avoid ponding. TC as indicated. Lumber must be structural / PLATING BASED ON GREEN LUMBER VALUES. using the->- UBC -97 Code. TC FORCE AXL elm CS1 grade. Brace Q 24'�o.c. unless noted. End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -4491 0.12 0.28 0.40 Extensions above or below the truss profile Truss Location = End Zone 2-3 -3781 0.07 0.18 0.26 (if any) require additional consideration Hurricane/Ocean Line = No , Exp Category = B 3-4 -3721 0.07 0.18 0.26 (by others) for horiz. loads on the bldg. Bldg Length = 90.00 It, Bldg Width = 49.67 ft 4-5 -3071 0.04 0.14 0.18 Mean roof height = 12.63 ft, mph = 80 5-6 -2897 0.07 0.14 0.22 UBC Standard Occupancy, Dead Load = 26.0 psf 6-7 -2897 0.07 0.14 0.22 7-8 -2657 0.03 0.14 0.17 B-9 -2561 0.03 0.16 0.19 9-10 -975 0.00 0.14 0.14 Bc FORCE AYL BND CSI 11-1] 4203 0.55 0.14 0.68 12-13 4199 0.54 0.10 0.64 13-14 3501 0.45 0.04 0.49 14-15 3501 0.45 0.04 0.49 MAX DEFLECTION(span): 15-16 2912 0.38 0.04 0.41 0999 IN MEM 12-13 (LIVE) 16-17 2472 0.3] 0.04 0.36 L= •0.14" D= -0.23" T- -0.38" 17-18 2401 0.31 0.04 0.75 18-19 2401 0.31 0.04 0.75 --_ -- _=Joint Locations 19-20 1048 0.11 0.09 0.20 1 0.0.0 12 7.6-8 20-21 -55 0.00 0.07 0.07 2 7-6-8 13 13.9-4 3 10.8.7 14 16-0-0 WEB FORCE CSI NEB FORCE CSI 4 13-9-4 15 19-3.12 2-12 135 0.06 7-17 158 0.06 5 19- 3-12 16 24-0 * 0 2-13 -731 0.56 8-17 90 0.04 19-10-15 13-10-15 6 24.0-0 17 28-8- 4-13 437 0.18 8-19 -469 0.16 r 7 28.8.4 18 32-0-0 4-15 -856 0.72 9-19 1444 0.59 1 2 3 4 5 6 - 7 8 19 8 34.2.12 19 34-2-12 9-15 679 0.28 9-20 -1402 0.19 9 40-5-8 20 40.5-8 5-16 -117 0.12 10-20 1766 0.72 0 8-0-0 I00 10 42-0-0 21 42.0-0 6-16 -373 0.24 30-21 -1769 0.22 11 0.0.0 7-16 640 0.26 4 7-12 7-1Z__2.5-4__ T 3-4 -- 3-4 T S=6-6 5-5 7-1-11 3-4 4-4 T 6-5-11 4 1- st 12 6 1 SHIP 1 2 0-631 2.5-4 3-4 3-4 3-7 3-4 3-6 %' rE `;` (n• )_., S=6-6 S=6-6 52.5-4 N 4~-t LLr -Q� 42ir 'RO t a ~Y 11 12 13 14 15 16 17 18 19 20 ^OU TYPICAL PLATE: 1.5-4 -nq/718/2004 "18" "H" for Joint Report, Scale: 3/32" = 1' All plates are 20 gauge Truswai Connectors unless preceded by for 18 gauge or 16 gauge, positioned per unless noted.9 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Tldx &4g,r I., f- an individual huflrlinx rmnixm-, nal muss s)•srcur. 11 has &, a Mrsed un.gx:cflirnlia- ,r ided I,,-Ihr r ,prrnmu nnrnpliu'rura• Chk: CM Truss i D K7 ® mrd dine irr nrcnrdnnrc xiN� rbc runrw verslnn.. a177'I and Ah7'A desf),rr xmndnrda Nu ruyxurxrhflf(r r.c n.cswneJ fhr Jfinencfuunl nrrmnrr. l7imencfunc Dsgnr: EC : are to br venlird by she .....Wear nrnnulncrurrr No, huildlnx dc•.e/Anrer pri rr x, (nhrrrnnnr,. 77re buil./irrK desix„rr uruxl r,.srrrxmi rhnl the Inn Is TC Live 16.00 psf Durl'acs L=1.25 P=1.15 WESTERN WOOD urfllsed un rhk d-ig r nicer or esrecd rbc fmrding im/xued 6T Ihr load hui/ding nrJc and rhe lmrnculur npp/icmiuu. the decixr, assumes Ihul lhr nip churl Ls lnrernlly hrm:ed hT rhe rtmf nr lluundrcnrhhrg mrd rhe Munni chnrcl is lnlercrll r brcrc:ed by n rfgiJ shenrhing mnmrinl dirccdp anuched unless ulhenri.ce m,red. n„rrh,g,hnx•,ri..!rhnernlxnppmyr,/'rm,rp„nearsrmmh-nrJy,nrrdnr:chxrtr„g length. Thi.r:n„rpnnrnl.cW a be placed innn). TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS rnvunnmenrr/rnru•il/rn lheumrxrmernnsa:crJl9reenJ/urnusernnncerurydnrernrmsiun. pahrfrnre.hnndle,fnamll BC Live 0.00 psf O.C.Spaeing 2-0-0 and brave Ibis imu iu --don- 00, rbe jullnu•inx umrdnrde 'JOINT UKTAII-S Ap TrVsrry 1. SIN.1'!/TYI Il 'I1171GI P. IV ... I T vcc ('nunril ul'Arnerirn Smndmd /Jesfgrr Hegwnrihllirir.•s. '/IANl7LLVG/NSTALLING,IND g/LI('hVfAlli7a/.1'Lf1'li ('O,VNECTIiD IVOOU T'/tlLq'F.S• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA. CA 95826 - f///8-9// and'l//fl Vl .VU•1 (A/,IFYJYlEf:7'hr• 77'l. l7rc 7'nru /'/arc lrrcnrurc IT/'ll is lncnlo rrr lr'(hurp'h, 0,-wv , Afndf>'un, 1Y'iarrnrs'in fl7l'l. 177,1. Nnrruvur V,,.rsr and l'alxr As-cial (APl'_1) is I ul 11 1I IVA M...... NIV S'rr 8110. IlO chir/em,r, 11C.'0036 TOTAL 42.00 psf Secin T6.4.12 - 0 ,'� Job Name: VICKERY. RESIDENCE BRO Y -LOC REACT SIZEREQ'D TC 2x6 DFL #2 1 0- 1-12 2100 3.50. 2.24• BC 2x6 DFL #2 2 41-10- 4 1764 3.50• 1.88" WEB 2x4 DFL STANDARD ` BRG REQUIREMSNTS shorn are based ONLY PLATE VALUES PER ICBG RESEARCH, REPORT#1607 on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. Continuous -lateral -bracing attached to flat TC FORCE AYL BIJD CSI TC as Indicated. Lumber must be structural 1-2 -4460 0.13 0.33 0.46 grad6:18race Lot 24"-O.c. unless noted. 2-3 -3629 0.06 0.19 0.25 ---.`� 3-4 -3583 0.07 0.20 0.27 4-5 -2825 0.03 0.17 0.21 5-6 -2447 0.05 0.30 0.35 6-7 -2604 0.03 0.18 0.21 7-8 -2658 0.04 0.19 0.23 8-9 -1329 0.01 0.17 0.18 BC FORCE AXL BND CSI 30-11 4170 0.54 0.15 0.69 11=12 4165 0.54 0.09 0.63 12-13 3348 0.36 0.13 0.49 13-14 3348 0.43 0.05 0.48 14-15 2673 0.35 0.06 0.41 15-16 2476 0.27 0.11 0.38 16-17' 2476 0.27 0.11 0.38 17-18 1362 0.15 0.11 0.26 18-19 -55 0.00 0.09 0.09 WEB FORCE CSI WEB FORCE CSI 2-11 177 0.08 7-15 -92 0.10 2-12 -857 0.80 7-17 -342 0.19 4-12 503 0.20 8-17 1189 0.48 4-14 -958 1.00 8-18 -1241 0.19 5-14 742 0.30 9-18 1847 0.75 5-15 -332 0.18 9-19 -1762 0.22 6-15 -481 0.20 Truss ID: K8 t®rWeb-bracing required"at each=locatlori shown. See`standard details (7X01087001-0011. "Plating -spec-: ANSI/TPI'"`7995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horfz. loads on the bldg. 21-10-15 15.10-15 1 2 3 4 5 6 7 8 9 041-0-0 0 This design based on chord'bra'cing`app 4jv-11 Il e per the followingTschedule----------""- ..'max o:c: fiom`"'t0" TC "-.,,:24.00""•21-10-15_.26-A-.0)" Thiss truss is -designed -using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 49.67 it Mean roof height = 12.97 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : U999 IN MEM 11.12 (LIVE) L= -0.14" D= -0.23" T= .0.38" ===== Joint Locations 1 0-0-0 11 8-2-8 2 8.2-8 12 15.1.4 3 10-8-7 13 16.0-0 4 15-1-4 14 21-3-12 5 21.3.12 15 26.8-4 6 26-8-4 16 32- 0- 0 7 32.10.12 17 32-10-12 8 39-9-8 18 39-9.8 9 42-0-0 19 42-0-0 10 0-0.0 .4-0-0 -i R42=0=07�. 6-0-0 10 11 1213 14 15 1817 M STUB a / TYPICAL PLATE: 1.5-4 avr ''- �* aT / 8/2004 ,? �s`�, c �f ,ya�� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �u i Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. E ' to E JOB#: VICKERY 77d., d-ig„ i.. (r "„ indh•iduul huildi„g rnml,ru,e„r nnr rmc. r1 .ur,n. Ir hat hr.•cn hn.,ed uu s/x:r;/ir"liuns I,mvided hr• nc� rumlw,ner,r n,n„u%no-, C h : CM ® Truss I D . KB and dn„e m --donee ,rirh rhe curve", veninns n%TPI n,rd AFPA d-ign arnndnW.., Nor -1. xnx;hility i n.a� d f,r dunr,r..iunrJ arcurun. Ulme• ts",'. n r" he K rrd n,•,hr rnmPune,,, ,non.( rrurer undlnr hnildi,,x drdrrrr pri, ", %"hrirmim,. 'n,r n"dd;ux drriynrer,,,"xr r,..re .m rhm rhe lnnd.. Dsgnr: EC WESTERN WOOD urilr:eJunrhLrdrrig,nnrernre.ccrd,hc1w ngmy-rdArdre/nrrdhui/dhgx dcnndr/repnnrulnrupphrnrinn,%'hedesiX,nxswncsrhmU,rruprin,rd TC Live 16.00 psf DurFaes L=1.25 P=1.15 G lnrem.... hrt red hT rlre mu% "r R,mr shenrhiug and rhe M„n,rn chnn! i.. lnremllr hrnrcd hr n rigid.,henrhirrg nnr,cnnl r/i, �•r,(r r,nnrhed. u„/c•.er ndrenri.,c ,ae./rmrh,gshnn.,r,6,.•lmernl..nPP,n•t„lr.rnnP.n,o,r..,,.......,nn/rrn„•dnrrhn.Ahnxlrn,:d,. Thc.rnrn/,r„n•nr 1 lln,nhrPh"r:diTC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORSe,,,•, n„nen,d,","illrn".,eme,,,nr..r"mr:n,"er"n%rl,e.,nd,nr..r-dlr^cr,n14-1,,....r,r „rhl,"rr,,,,,in,,. F,,bri ,r.h,,nik.i-l"s BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace rhh lieu br ecrurdan- will, the allau•;ng rrmrdardy: 'JOINT DF.Tdl4C' h,, T- ­I. *,IN.1'11TPI l', 1VTC1 V. IVnrrd Toots ('nunril ' nf,Lneri,n Smrtdnrcl lJeaigr, H.,p"xibilirirx'l1ANDUNGINSTALLINGANU 11RACIAIGA/h.'T,11. IR.rrl:(nvNI-.CTE WOOD TRUSSIts' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95828 . (IIf0.91) n.,d 7fill-91 SUAiAfARYSIIF.FT•hr lPI. Y'I,e 71vs Ph- In.rlrmr,%'!'ll i..Inrnred m IYOD j,i„ Orlrt At lis-,, Wi..r:onrur 3J:i9. Thr Ame,1-F,,m"nnd PnPrr A.,.v,,, nn(A PAI,., lnrnrrd r,r I/TI /vm,wr-i. Nnc Srexrx,. a•nd,i„ern,,. 14, 2110.16 TOTAL 42.00 psf Segn T6.4.12 - 0 Job'Name: VICKERY RESIDENCE BRG X -LOC REACT SIZE REQ 'D TC 2x6 DFL #2 1 0- 1-12 2352 3.50• 2.51• BC 2x6 DFL #2 2 47-10- 4 2016 3.50• 2.15^ WEB 2x4 DFL STANDARD BEG REODIRENENTS ehoan are based ONLY PLATE VALUES PER ICBG RESEARCH jiEPORT #1607. on the trues metezial at each bearing Loaded for 10 PSF non-concunentBCLL. UBC Standard Occupancy, Dead Load = 26.0 psf 10-11 +-+4+♦4+-4-♦44.44.4♦+"' ♦+4+41 TC FORCE AXL BUD CSI Designed for 1.6 K lbs drag load applied 1-2 -5253 0.16 0.27 0.43 evenly along the top chord to the chord 2-3 -4692 0.12 0.18 0.30 @ ea. bearing (unless noted), concurrently 3-4 -4621 0.12 0.15 0.26 with dead + 0 % live loads. D.F. = 1.33 4-5 -3962 0.07 0.14 0.21 Horiz. reaction = 1.6 K lbs. ea. bearing. 5-6-3]18 0.05 0.13 0.18 Connection (by others) must transfer equal 6-7 -3218 0.05 0.13 0.18 load to each ply (or add-on) shown. 7-8 -3924 0.08 0.12 0.19 ++ Truss ID: K9 Drwg: beb_bracin9-re uired-aLeach,locatlon shown. q ® See standard details (TX01087001.001). This truss Is designed using the UBC -97 Code. ` P_lating-spe-c : ANSIITPI`1995� Bldg Enclosed = Yes, Importance Factor = 1.00 THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = End Zone MULTIPLE LOAD CASES. Hurricane/Ocean Line = No , Exp Category = B PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 90.00 it, Bldg Width = 49.67 It • Mean roof height = 13.31 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 8-9 -396] 0.07 0.14 0.21 9-10 -4692 0.13 0.18 0.30 10-11 -5253 0.16 0.26 0.43 BC FORCE AIL BND C9I 12-13 49]6 0.64 0.15 0.78 13-14 4923 0.64 0.13 0.77 14-15 4377 0.57 0.04 0.61 MAX DEFLECTION (span): 15+16 4377 0.57 0.06 0.63 U999 IN MEM 16-17 (LIVE) 16-17 3684 0.48 0.07 0.55 L= -0.24" D= -0.38" T= -0.62" 17-18 3684 0.48 0.07 0.55 ' 18-19 4377 0.57 0.06 0.63 Joint Locations 19-20 4377 0.57 0.04 0.61 1 0-0.0 12 0-0-0 20-21 4923 0.64 0.13 0.77 2 6.11-13 13 6-11-13 21-]] 1936 0.64 0.15 - 0.79 3 10-8-7 14 12-7-14 4 12.7-14 15 14-0-0 WEB FORCE CSI WEB FORCE CSI 5 18.3-15 16 18-3-15 1-13 118 0.05 7-17 -1021 0.48 24-0-0i 24-0-0 6 24.0-0 17 24.0.0 2-14 -569 0.36 7-18 627 0.26 r 1 2 3 4 5 6 7 8 9 10 11 r 7 29-8.1 18 29.8.1 4-14 386 0.16 9-18 -859 0.73 8 33-3-9 19 34.0.0 4-16 5-16 -859 0.71 _ 9-30 386 0.16 Q 0 9 35.4.2 20 35-4.2 637 0.26 10-20 -569 0.36 _ 10 41.0-3 21 41-0-3 5-17 -1021 0.48 10-21 118 0.05 11 48-0.0 22 48.8.0- 0 6-17 1653 0.67 6-8 T3.5-4 3.5- 3. 5-4 35-4 S=6-6 8-6-1 S=6-6. 4 T 3.5-4 3.5-4 9-10-1 1� SHIP 6-8 0-6-1 2.5-4 3-4 3-4 3.5-8 3-4 S=6-6 2.5-4 0-6-1 C, A VII/ .4-0-0 , 12 13 1415 16 n 1s 1920 21 TYPICAL PLATE: 1.5-4 3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted.' Q cale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. J66: vICKERY This desiW, ,s (nr m indNidunl hui1dh,R-,,...mu rx« rrv.cc sc.«em. a hoc hcex hosed nn sprxi/inninns I idrd by rhe r ..... M r-1, m of-lurrr Chk • CM dTruss I D : K9 ® mrd d e h, xratenrdnnce u•lrh rhe runnn veninnc u% rPl and AFl•A d-,g,r mnnrvdc Nn resprihi nr.cfirr a «.seamed rur f r din,eu..ionul nenr;v. Dim -.,w rs ore rn he -ji-red hr rhe..... urenr x...... crurrr nnrUnr huilding dcngrm•pri ,r ru (rhrirnrinn. The huildinx dcciA rrr uursv usrcnnin rhnr Ilre /nods Dsgnr: EC mill:dnnddsd-igrnnerrnr--drhe/«nd/ugunposedhprhelandhuildiugrodeand,hrpnr«ndnrupplrrmrun. Thedcrigruxvunu:crhnnhemprhnrd TC Live 16.00 psf DurFacs L=1.25 P=1.15 WESTERN WOOD /c lnrernll/• hrr,crd by d,e nrn/nr,llrrnr.drenrlriag and fhr Mr«mn rhnrd is lnrernlh• h --d hr n rr>;id shenrhiug rnnrerr«l rh--d.nrrrrrhed. rurleca nrhenri,re• nnrcd. Nrnriug,deo^nit/urinrrr«laup/xusr!!r«...m- nmmhenunlrmrcdurrhurklingharph. l%ri.crnrn/xm- ahnllourhepinredinurp• TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS ran•irorrrnemr/mrnOlrrrxcrdrr,m,i..rarer«mernq/'drerr««dnrr:n:-11W rrnd,rr«xreemrnerrnrpinrernr«dmr. Fah r,rnre.h«mlr.i-Wl BC Live 0.00 psi O.C.Spacing 2-0-0 and Amts this Irucc in «rr«rdnnce villi d,e (rdloe•ing smudnrds: 'IOhVT pli T.IILS' hr Tn,.ar«I. SINSIRPI I', 'IVTC,I l' IYnud Trvcs f inmril nl AnreH-Slnndnrd/h.riinr Reals,nsibiliries.'l/ANULING hvs7;u-1.1,vr,ANu neAClNr;alr.r,u.rl,lr'l: r-nN.v/:rrru nmiD 7rtuecl>.c• - BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95828 . (1011.91) rad'/I/11 91 .�'r/hlM1htltr Sllli/iT hr Tl'l. 7'hr, fuss I'lruc lnsu«ac 07'1) i.a lura« -d m WO irru I rare. Atrinr. II'i..runrur !371/ fire Arnerirmr h),rrsr«rrd P(tlxr A.xx ,mirnuAh7t4) is lmmcd«r 1111 19/lrsvro. NIV..V-10n, nsrdrhre«,n. 1A, -'0014 TOTAL 42.00 psf Seqn T6.4.12 - 0 14-0_-00 .. .44-0-00 4848 12 1314 15 16 17 18 19 20 21 22 23 \ \ r •. N d1„l3b TYPICAL PLATE: 1.5-4 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY 77,1.r desigr, is%r nn Md/vfdunl building rnrnprnrem nm nvu.p,arnr, /r hnx heeu hared "n.rlx:ci%rcnrinns ......idrd h. hl r.....M m uumuJnnurer Job` -Name: VICKERY RESIDENCE ® Truss ID: K10 Drw BED - it -LOC REACT sizz REO' D TC 2x8 DFL #2 rc h+he rxriped by rhe ronyxmeu, rnnnuJrrr.,urerand/ rbuilding deri%,mer prior rn /nhrirminn. fire hui1di,,X duaijV, r mus, nrrermm rhm rhr Iundr. Web -bracing required at each location show :, UPLIFT REACTIONS) : WESTERN WOOD 1 0- 1-12 239 3.50• 1.50• BC 2x4 DFL #1 ® See standard details ITX01087001.001). Support 1 -233 lb 2 5- 7-122649 3.50• 2.45• WEB 2x4 DFL STANDARD Rep Mbr Bnd 1.15 UP-lating:spec-:-ANSIrrPI - 1995 This truss is designed using the 3 47-10- 4 2047 3.50• 2.18• PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. ERG REQUIREMENTS shorn are based ONLY Loaded for 10 PSF non -concurrent BCLL. Design Spec IJBC-97 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 on the trues material at each bearing Install Interior support(s) before erection. TOTAL 42.00 psf Mark all interior bearing locations. Truss Location = End Zone PLATING BASED ON GREEN LUMBER VALUES. Hurrlcane/Ocean Line = No , Exp Category = B TC FORCE ASL END CSI Bldg Length = 90.00 ft, Bldg Width = 49.67 ft 1-2 1598 0.20 0.38 0.59 Mean roof height = 13.31 it, mph = 80 2-3 -1904 0.02 0.38 0.40 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 -1823 0.01 0.10 0.11 4-5 -2373 0.02 0.16 0.18 5-6 -2240 0.02 0.16 0.18 6-7 -2239 0.02 0.15 0.17 7-8 -2996 0.04 0.16 0.20 8-9 -3631 0.06 0.16 0.22 9-10 -3710 0.08 0.23 0.30 10-11 -4232 0.08 0.28 0.36 BC FORCE AEL END CSI ' 12-13 -1454 0.02 0.31 0.33 13-14 -460 0.00 0.31 0.32 MAX DEFLECTION (span) : 14-15 -460 0.00 0.19 0.19 L/999 IN MEM 20-21 (LIVE) 15-16 1788 0.23 0.19 0.41 L= -0.17" D= -0.27" T= -0.44" 16-17 1788 0.23 0.20 0.43 17-18 2207 0.28 0.22 0.50 ---_= Joint Locations 18-19 2766 0.35 0.22 0.57 1 0-0-0 13 5-7-12 5-7.5 19-20 20-21 3452 0.43 0.19 0.62 3452 0.43 0.21 0.64 6.7-5 4 2 8.7-5 14 6-7.5 21-22 3937 0.59 0.12 0.72 3 4 22-23 3940 0.59 0.24 0.84 4 12-4-14 16 16-0-0 l 24-0-0 24-0-0 16 5 18-2-7 17 18-2-7 WEB FORCE CSI NEB FORCE CSI 1 2 3 4 5 7 8 9 10 11 r 7 29.9-9 19 29.9.9 2-13 2-14 2-15 -2597 0.36 6-18 1036 -70 0.01 7-18 -1033 2361 0.96 7-19 629 0.42 0.51 0.26 8 35-7-2 20 9 37-3-9 21 32.0-0 35.7.2 0 4-15 -798 0.25 8-19 -839 0.73 10 41-4-11 22 41-4-11 4-17 522 0.21 6-21 356 0.14 6-8 11 48.0.0 23 48-0-0 5-17 -201 0.13 10-21 -502 0.33 1T 12 0.0-0 5-18 -208 0.10 10-22 99 0.05 3.5-4 3.5-4 S=6-6 S=6-6 8-6-1 3.5-4 3.5-4 5-10 3.5-4 9-10-1 13 1-'��; 3.1.12 • SHIP 0-6-13-43.5-10 J�111� 1.5-4 3-4 0-6-1 �. C=A 3-4 3-8 34 3-4 -S c -A- 14-0_-00 .. .44-0-00 4848 12 1314 15 16 17 18 19 20 21 22 23 \ \ r •. N d1„l3b TYPICAL PLATE: 1.5-4 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY 77,1.r desigr, is%r nn Md/vfdunl building rnrnprnrem nm nvu.p,arnr, /r hnx heeu hared "n.rlx:ci%rcnrinns ......idrd h. hl r.....M m uumuJnnurer Chk: CM ® and dI one in nrcnnlnnre w;rh ,hc rumor rrrsinu.. n/TPI and AFPA drxign smndnrdc Nn rcr/,rn+.rihilin• in,.rwnmJ %nr Jinuns;nnnl nrrurnn. )lrncosluns Truss I D : K 10 rc h+he rxriped by rhe ronyxmeu, rnnnuJrrr.,urerand/ rbuilding deri%,mer prior rn /nhrirminn. fire hui1di,,X duaijV, r mus, nrrermm rhm rhr Iundr. Dsgnr: EC WESTERN WOOD urillrednndrlad-igr++nrerur --dlhr h,a di,,gi,npnmdhyrhelnrulbuild;ngendennd,hr/nutirulurnppli n,iun l'ImdrsiXnns.rurne..rhn,rhr ,,prhrrrd TC Live 16.00 psf Durfaes L=1.25 P=1.15 --fly ly hrnred by rhe ror jur poor shemhing and rhe boamn chord ;s lnrernlly b --d h)• n rigid she hmg mrnerinl dimrvlr nunrhed. unless mhen.J.ce ed./rrnrhrg..hnu„I.%nrinrernl.ruppnnn%rray.,nr,rn.,aerate,r+nry•,nrre„rhmu;nglrngrh. Thcrrnn,/ +nrm.orrdl,+nrhrpinredinn,rr TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS mW -,u ern,hrn"•iNrrramdrcmninurerumrn,n%dre"rmdrneverdlYP6nnd/rrnuscru....- ldruern,rvsrnn. hirhnrrue,hrnu/lc,inuoll mrd hrnce rhh, truss in nccnnlmrre virh rhe Jidlue•h,g standards: JOINT OET AILS' hT 7.'uswnl. ',INS//I'I'I Il 'IV7'(ll V. IV nn I Truss (innrril BC Live 0.00 psf O.C.Spaeing 2-0-0 fA-6-b'1 dnrd UesigrrHesprnrsihilirics.'/IANOUNG INSr,ALUNGAND BRACING AlEr. L PIA Th..* ('ONNE TEL) rvuol)raussr:.c• BC Dead 10.00 psf Design Spec IJBC-97 3700 RIEGO ROAD, ELVERTA, CA 05020 . p11R911 and'/IlR•9l S(IM1fMAN 1' SIIEET by TP/. The True /'lore lnvirurc (TPI! is Inrrncd n, D'Or,ujriu Orirr. Mnd;.rou. AI';srnnsm S3719. ThenrnedrnnlarrcrrnndPaMrAe<neinrinnrAFPAris/,,,rmdr„ul/lmh.corer.,wv,srexa2n-n..hh,g,nr,.1) :nnlrl. TOTAL 42.00 psf SegnT6.4,12- 0 `r Job'Name: VICKERY RESIDENCE SRO.Y-LOC 'REACT SIZE RRQ'D TC 2x6 DFL #2 1 -.1-12 363 3.50• 1.50• BC 2x4 DFL #1 2 7- 7-12 2555 3.50• 2.35^ WEB 2x4 DFL STANDARD 3 47-30- 4 1946 3.50• 2.08• 2x4 DFL #1 3-16 , BRO RRQOIRDMNTS shorn are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT 41607 Ion the trues material at each bearing Mark all Interior bearing locations. PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL BND CSI . - Support 1 -122 Ib 1-2 956 0.11 0.15 0.26 Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 1284 0.17 0.29 0.46 ' Bldg Length = 90.00 ft, Bldg Width = 49.67 ft 3-4 -1722 0.01 0.29 0.30 TC Dead 16.00 psf 4-5 -1671 0.01 0.33 0.34 " 5-6 -1968 0.02 0.33 0.35 BC Dead 10.00 psf 6-7 -1969 0.02 0.35 0.37 7-8 -2985 0.04 0.35 0.39 a-9 -3036 0.05 0.22 0.27 9-10 -3854 0.07 0.24 0.31 30-11 -3873 0.07 0.24 0.30 BC FORCE ABL BND CSI 12-13 -871. 0.01 0.11 0.11 13-14 -876 0.01 0.31 0.31 14 -IS -917 0.00 0.31 0.31 15-16 -917 0.00 0.40 0.41 16-17 1604 0.20 0.41 0.61 17-18 2783 0.35 0.41 0.76 18-19 3641 0.44 0.{1 0.85 19-20 3641 0.44 0.25 0.69 20-21 3602 0.54 0.17 0.71 21-22 3600 0.54 0.23 0.78 WEB FORCE CSI WEB FORCE CSI 2-13- 77 0.04 7-17 -1215 0.79 2-14 -468 0.12 7-18 552 0.22 3-14 -2232 0.35 9-18 -885 0.44 3-16 2617 0.39 9-20 171 0.07 5-16 -748 0.38 10-20 150 0.06 5-17 231 0.09 10-21 -51 0.01 6-17 772 0.31 TYPICAL PLATE: 1.5-4 14 • Truss ID: K1.1 Drwg: ,< Web -bracing requlr`ed at each locatlon shown. UPLIFT REACTIONS) : " See standard details (7X01087001-001). aPlating-spec-: . - Support 1 -122 Ib ANSI/TPI-- 1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 Loaded for 10 PSF non -concurrent BCLL. Truss Location = End Zone Install interior support(s) before erection. Hurricane/Ocean Line = No, Exp Category = B DurFaes L=1.25 P=1.15 ' Bldg Length = 90.00 ft, Bldg Width = 49.67 ft fs ln-1),1--d by,he rorJar/lrn,r.Jirnrhmg and ,Ae Mrrrom chard fs larernllJ• brneed hJ• n rigid ai,en+hi.rg nunerinl di,ccrlr r,-hed. un/ca'a nd,en.isr.• Mean roof height = 13.31 ft, mph = 80 " UBC Standard Occupancy, Dead Load = 26.0 psf 24-0-0 24-0-0 1 2 3 4 5 6 7 8 9 10 11 Q -4.00 6-8 1 9-10-1 SHIP 1-4 0-6-1 MAX DEFLECTION (span) : L/999 IN MEM 19-20 (LIVE) L=-0.17" D=-0.27" T=-0.43" ===== Joint Locations 1 0.0.0 12 0.0-0 2 4-4-14 13 4.4-14 3 8-0-0 14 8-0-0 4 10.8.7 15 14-0-0 5 16.0.0 16 16-0-0 6 24-0-0 17 24-0-0 7 32.0.0 18 32.0-0 8 37-3-9 19 34.0-0 9 40-0-0 20 40-0-0 10 43-7-2 21 43-7.2 11 48-0-0 22 48-0-0 OVER,3TSUPPORTS i„Lv".._�..___...� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ® 77dr d-rgrr i.xf-nn h,diWd-d huildhrg...... ,r... nnr ..-srx,cnn. lr hn., h-. hnscJ nn r/rrri/irnrinn.. Irnn•,ded hJ• d,e..nnpu,c„r rnn...14:-- dune in in¢. Chk: CM Truss I D : K1 1 and nrmrdnnce u•irh rhe rusennxn. nl7Tl and APPA dedg„ suurdnrd.. A%-pursihili(• ;s ruru unrcQlar dln,en„.innn/ ncrurnn•. Dimrn w- m he .r wed by rhe ro,ry,nneur mnnufrrcmmr nnd,r Avilding designer p+inr rn lr,hricnr;nn. 77se huildinK dcxigr,cr nrmt mcr ,7ni,r rhrn dre lands Dsg nr: EC WESTERN urillwd - ddhuildmg rode anJ rhe purirulnr npplirnriun. '17,e de••.rig r nscun,cs dmr rhe mp shard TC Live 16,00 psf DurFaes L=1.25 P=1.15 WOOD fs ln-1),1--d by,he rorJar/lrn,r.Jirnrhmg and ,Ae Mrrrom chard fs larernllJ• brneed hJ• n rigid ai,en+hi.rg nunerinl di,ccrlr r,-hed. un/ca'a nd,en.isr.• ,nfed. 17n ing..,h--uisfirinse"d..rrrpn,r,lrr,.+pnen,.r,ne,nhrr,.... rrd r:ehnrAh„glrngd,. Thi..rn,np,nr,nsh.R„a,h.-pla-dinn,+J. TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS mvmnmcmrhnn llrnwerhenmimuecnnrem'u)'rhanrudraerrecdl9band/nrrn ....,rer,nrrinrermrosion. Firhrirnrr.hnn//r,h"I"11 " and brans IhO rruss in nccnrdance e•ilh rhe fnlfsu•ing v d -dr. 'JOINT OF.TIILS' hp T --d. ANSI(7711 1'. 'IYTC,I III}wd Tvsc Cuum:il BC Live 0.00 psf O.C.Spaeing 2-0-0 JAnrenrnSmndnMOcrigrReponaihilirie...'/IANOLIN(;INSTALL/NG AND IWAC'INCAlh,'TALP/ATF.''CONNF.CT1,I)WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . pl/R.9lf and 'I/IB-91 SUAIMARYSl1FF,T by T/•L The 7Yurs Plnrr lnvirwe ITrO is fw:nrrd rn lJ'U+,nlrin Urive. Alrrdisnn, IVi.x-uin 517/9. 77,e A-rid Paper A.carfnl;nn IAFPAJ fx h-,wd nr 1111 191h S, -f. NII( ,Fc x02 n'r,.diingnnr. OC ]0036 _ TOTAL 42.00 psf Seqn T6.4.12 - 0 VICKERY RESIDENCE - 1 0-0-0 Truss ID: K12 Drw : IJoli"Name: BRO X -LOC REACT SIZE REp,D TC 2x6 DFL 02 rtWeb-bracing-required-at-eacti location sshown. UPLIFT REACTION(S) : - 1 0- 1-12 383 3.50• 1.50• BC 2x4 DFL #1 ® See standard details (7X01087001-001). Support 1 -105 Ib 2 8- 0- 0 2533 3.50• 2.33• WEB 2x4 DFL STANDARD C_ _115 This truss Is designed using the 7 47-10- 4 1939 3.50• 2.07• 2x4 DFL #1 3.16 THIS DESIGN IS THE COMPOSITE RESULT OF - UBC -97 Code. BRO REODIREMNTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REP6RT #1607. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 on the trues material at each bearing Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Truss Location = End Zone PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. Hurricane/Ocean Line = No , Exp Category = B TC FORCE A%L Bim Csi. Bldg Length = 90.00 ft, Bldg Width = 49.67 ft 1-2 885 0.10 0.14 0.24 Rep Mbr Bnd 1.15 Mean roof height = 13.31 ft, mph = 80 2-3 1218 0.16 0.29 0.45 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 -1677 0.01 0.29 0.31 - and hrncc mis Huss in nrenrdnnec u•ilh rhe /nllne•ing srnndm•de JOINT OFT.VIS'be T--/. SINS/lTPI V.117(7,1 I'. IVond Truss Cimnrif BC Live 0.00 psf 4-5 -1626 0.01 0.33 0.34 f&-icn Stmrd-I/aesrgrr Resp-sihilid-7/ANIJUNGINSTALLINCAN1JBRA (7NG AIETA1. PIA TE CONNF('TFU 11,001) TROJ'.1'Fs" 5-6 -1946 0.02 0.33 0.34 Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85026 6-7 -1947 0.02 0.35 0.37 7-8 -2964 0.04 0.35 0.39 MeA..rrrirmsFrrr 1 dPrs/ rAssnr:...It(AVAillslnrnrcdnr 1111 /9rhS1,ver. NlV. Sit, -0l lVnshingrrur, 111':00.16 TOTAL 42.00 psf 8-9 -3015 0.05 0.22 0.27 9-10 -3833 0.07 0.24 0.30 10-11 -3854 0.06 0.24 0.30 BC FORCE AYL BUD CS1 12-13 -804 0.00 0.10 0.11 13-14 -810 0.00 0.29 0.30 14-15 -1015 0.01 0.29 0.30 15-16 -1015 0.01 0.39 0.40 16-17 1562 0.20 0.41 0.61 17-18 2762 0.34 0.41 0.76 18-19 3622 0.44 0.41 0.85 19-20 3622 0.44 0.25 0.69 20-21 3585 0.54 0.17 0.71 21-22 3582 0.54 0.23 0.77 WEB FORCE CSI WEB FORCE CSI 2-13 80 0.04 7-17 -1216 0.79 2-14 -477 0.13 7-18 552 0.22 3-14 -2207 0.34 9-18 -885 0.44 3-16 2674 0.40 9-20 172 0.07 5-16 -771 0.39 10-20 148 0.06 5-17 258 0.10 10-21 -51 0.01 6-17 760 0.31 T 8-6-1 I = 3-4 0-6-1 .4-0-0 -+ 24-0-0 i 24-0-0 i 1 2 3 �4- 5 6 7 8 9 10 11 14.00 0 12 13 14 15 16 6-8 18 19 20 y MAX DEFLECTION (span) : U999 IN MEM 19.20 (LIVE) L= -0.16" D= -0.27" T= -0.43" 3-40-6-1 ===== Joint Locations 1 0-0-0 12 0-0-0 2 4-4-14 13 4.4-14 3 8-0-0 14 8-0-0 4 10-8-7 15 14-0-0 5 16-0.0 16 16-0-0 6 24-0-0 17 24-0-0 7 32-0-0 18 32-0.0 8 37-3-9 19 34-0.0 9 40.0.0 20 40-0-0 10 43-7-2 21 43-7-2 11 48.0-0 22 48-0-0 TYPICAL PLATE: 1.5-4 1w �OVER_�3�SUPP�OR_ T_S 2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This desig„ if- r m indn•idnn/ h..ifdi..g cs, M- uvss grsurrr. R h..., l-, n ssea m, speripn..d..rrs provided h/ ,her ,q ...em ..,mm%nc....... C hk' CM ® and done in nrmrdnnre ,irh site, , u 1 re m- n%TPI cud APPA de ns,..nnrrdnrds. ,Vn res/xrnsihithy is n< ,ed (,)r dine iunrrI nrrrvrm;,-. Di,nensiuns Truss I D : K 12 rc rrt be seriQed h/•rhe corn/rnnenr mrnru/iu:rurrr nn�rr huildinx deaixrrer prior rglirhrirnrinn, The huihling devs. r ....... drnr rhe hI., Dsgnr: EC WESTERN .1i1I.dmr mis design, overs 11, ell -d rhe lnuding imposed by he 1x 1 buildmg rude mrd rhe per ruler npplicuunn. The Jrsig r nsannes rhnr lhu sup rlurrd TC Live 16.00 psf DurFaes L=1.25 P=1.15 WOOD Ls lnrernllr hrnced by site ronlnrJimrr shmrhiog mrd rhe dntrrm clrnrd is 1, r -lh hmced br n rigid shenrhiug , r ,erird dirccrlr rtunrhed. ,,d- unc�nri.sc nosed Rnrcirrg.dmu•nis%ru'lnrerrt/.cup/xrnnlermprmenrsummhertmrlyrnrr•duruhucAling/engrh. Tid-nor/xm....1Anllrbe/dnredinrrrty TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS ors;rorrmemmms,iRnaxmemn;,mrcrrxneruplmer„xrd,,-reed /9%.,,dhrrrrmsers,srrmwrplate rnr,,,.sioi,Vahrirmals,mdle.i-l"It and hrncc mis Huss in nrenrdnnec u•ilh rhe /nllne•ing srnndm•de JOINT OFT.VIS'be T--/. SINS/lTPI V.117(7,1 I'. IVond Truss Cimnrif BC Live 0.00 psf O.C.Spaeing 2-0-0 f&-icn Stmrd-I/aesrgrr Resp-sihilid-7/ANIJUNGINSTALLINCAN1JBRA (7NG AIETA1. PIA TE CONNF('TFU 11,001) TROJ'.1'Fs" BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85026 . pIlR.vq nnd'IIIR-9159JMMARr.SIIFb'T by I'Pt. The Tnrss !'lore Irraimre lIPU is lncnred ns IYOm Jim lJrirc•. Alndison, rvisrunsm 91719. MeA..rrrirmsFrrr 1 dPrs/ rAssnr:...It(AVAillslnrnrcdnr 1111 /9rhS1,ver. NlV. Sit, -0l lVnshingrrur, 111':00.16 TOTAL 42.00 psf Segn T6.4.12 - 0 Jo6Name: VICKERY RESIDENCE Truss ID: K13 Drw : ' BRG 1 z -LOC 0- 1-12 B- 0- 0 REACT SIZE REQ' D 376 3.50^ 1.50• ]546 3.50• 2.34^ TC • 2x6 DFL #2 2x4 DFL #1 6.7 BC 2x4 DFL #1 Weti bracing required"at-each-locatlomshown. ® See standard details (TX01087001.001),-- f L�P-lating-spec-:-ANsirrPl--4995.��`. er thefollowingschedule:] LIT[hs.design basod'on-chord_bracing-applied max=oc'y•irom� to 3474 ® 1937 3.50• 2.07 • WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF C -" 24.00" 22_1,0_-1525---0- 0 BRO REQUIRM4ENT3 shown are based ONLY 2x4 DFL #1 3.17 r MULTIPLE LOAD CASES. UPLIFT REACTION(S): on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICSO RESEARCH REPORT #1607. Support 1 -108 Ib Re Mbr Bnd 1.15 P ®FABRICATORS enwm,,,ne,ndxr iurn ed,rrxnL„a«ru,ne,nnlcher,.,wlm reeedro^;nnru...........,eea,rph,mrnr,,,.rh,n. prrm;ra,e.hrardle......ii11 Install Interior support(s) before erection. Mark all Interior bearing locations. This truss Is designed using the - TC FORCE AYL BND CSI PLATING BASED ON GREEN LUMBER VALUES. Drainage must be provided to avoid ponding. UBC -97 Code. 1-2 910 0.10 0.14 0.25 - Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 1256 0.16 0.28 0.44 Truss Location = End Zone 3-4 -1581 0.01 0.28 0.29 Hurricane/Ocean Line = No , Exp Category = B 4-5 -1530 0.01 0.24 0.25 Bldg Length = 90.00 It, Bldg Width = 49.67 It 5-6 -1938 0.02 0.24 0.26 Mean roof height = 13.13 It, mph = 80 6-7 -1976 0.07 0.14 0.21 UBC Standard Occupancy, Dead Load = 26.0 psf 7-8 -2130 0.02 0.26 0.28 8-9 -2997 0.04 0.26 0.30 9-10 -3048 0.05 0.21 0.26 10-11 -3821 0.07 0.23 0.30 11-12 -3851 0.06 0.23 0.30 BC FORCE AYL END CSI 13-14 -827 0.00 0.10 0.11 14-15 -833 0.01 0.26 0.26 15-16 -1055 0.01 0.26 0.27 16-17 -1055 0.01 0.34 0.34 17-16 1475 0.19 0.34 0.52 18-19 1762 0.22 0.19 0.41 19-20 2797 0.35 0.36 0.71 20-21 3610 0.44 0.36 0.80 21-22 3610 0.54 0.12 0.66 22-23 ' 3581 0.54 0.17 0.71 23-24 3579 0.54 0.23 0.77 WEB FORCE CSI WEB FORCE CSI 2-14 84 0.04 7-19 392 0.16 2-15 -488 0.13 8-19 -1074 0.56 3-15 -2220 0.35 8-20 532 0.22 3-17 2642 0.40 10-20 -844 0.93 5-17 -825 0.39 10-22 161 0.07 T 5-18 389 0.16 11-22 137 0.06 6-18 -140 0.14 11-23 -43 0.01 6-19 468 0.19 8-1-11 I = 3-4 0-6-1 TYPICAL PLATE: 1.5-4 22-10-15 22-10-15 l 1 2 3 4 5 6 7 8 9 10 11 12 2r0 0i - 0 MAX DEFLECTION (span) U999 IN MEM 21.22 (LIVE) L= -0.16" D= -0.25" T= -0.41" ===== Joint Locations 1 0. 0. 0 13 0.0. 0 2 4-4-14 14 4.4.14 3 B-0-0 15 8.0-0 4 10-8-7 16 14-0.0 5 15-6-0 17 15-6.0 6 22-6-12 18 22-6-12 7 25-5-4 19 25-5-4 8 32-6-0 20 32-6-0 9 37-3.921 34-0.0 10 40-0 .0 22 40.0.0 11 43-7 . 3-7. 2 23 43-7-2 OVER 3 SUPPORTS �.i�l� 1uvv••r All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" _ 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY This deeixr, is /ur nr, h,dMdual huildhrg -,vp enr n a 1 -we- h Aar hee,r hn<cd un ..l,cr:iprnrinnx pmvidrd k rhe r,un/xmr .. n...... rr:,,rrer . CM Chk' ® and done in --dnnr .-i h W ,-w ,rcraiour nl TPI and APPA da igr, arnndnrde Nn re.xj n ihiliny it rrasurned(,r diure-imu I ucewnn•. Oi,nenA,,,, Dsgnr. EC Truss I D : K 13 rc m hr r•eri�cd hp rhe m,yx,ncu, rnmmincm«r nud/r,r hui/J;nx deripar prix a %r,hrirariw,. T/re hur/diux deriM,cr uw nw:crrnm durr be lurch TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN RN WOOD uri/iced undrLr.leigumeernrr,rccedrhrinndingi"rpnarrlhr,helixn/r haildinprurinnd rhe1-6ndarnpplirariuu.7brdr:aignaaaunrrr,hrnnc�rnprhnrd /.r /r„e-d!). b --d h,• ,he ,.,p%n /lrx,r..,,e,,,h;,,g r,,,d the lion,,,,, , h -d it /,,,r,.r,/,,. 1--d h1. , r.rgid .......•.... r/,,.•r.1h-11r,r .rh-h..rg tired. hmr .dn"„ i. r lore d u-.-berr nnh• ru «dare hucklin le„ ,h. nrLr rnn, e,r,.rhl,n nn, i e dared in ,,,, • n,g r! ,xp/x,r,n%r,,,rprn, g g p,n, / ) TC Dead 16.00 psf P Re Mbr Bnd 1.15 P ®FABRICATORS enwm,,,ne,ndxr iurn ed,rrxnL„a«ru,ne,nnlcher,.,wlm reeedro^;nnru...........,eea,rph,mrnr,,,.rh,n. prrm;ra,e.hrardle......ii11 BC Live 0.00 psf O.C.Spaeing 2-0-0 • _ and limes Uds rrvv in ncrsnimrce n•irh fhe (,llmring smndnrds: 'J01NT DETAILS' h)• 1)vsxnl. LWSI/77'11', 'IV7'GI V. O'ru,d Twsr Cimnril nlAmerirn.l'rnndn,rl Derigr, Rarpruccihihriea'NAND/.UNG IMSTALLING AND NIlAl.7,VG8f87'Ah PLA 7'F. CONNECTED WOOD MUSSES, BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 674920 . I///tl-V17 nrrd'///e•Yl SOA/hfANY.1'//h.'ET h)• 1'I'/. the T�vv l'Inre /nnrwrc IYTl7lr Inrnred m D'/rin Orim. At ft nn. IVircn,rrin 5J717. Tim Arrrerirrnn I`-, nrrd /' N, A.rx dwinn lAPPM is 1--eda, ll ll /9,h Shrccr. NIV. She 8111/ W-h/nghur. OC)11036. TOTAL 42.00 psf Segn T6.4.12 - 0 TYPICAL PLATE: 1.5-4 a OVER 31SUPPORTS' m. All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. s e: 3/32" = 1 r Job'Name: VICKERY RESIDENCE Truss ID: K14 Drw : " JOB#: VICKERY BRO Y -LOC RRACT SIZR RSQ'D - TC 2x8 DFL #2 Plating spec : ANSIlTPI - 1995 PThis design based on choFd b acing applied and done in nrcaNnnre wirh ,he rumen, .rrsinns of TPl and AF1'A deriga nandn 1.,. Nn re p"nsihiliry• is nc.umed f,Y din+V,.iunnI nrrurar5•. Uinrens+anr m m M1e veriped hY rM1e corn/xmem mmru/mmrer nrrd/or n,+Rdn,x deri�rer pr;nr rr, �rnrirminn. me hnurr+ng desiptewl rr.r aria that the na+.lr 1 2 0- 1-12 349 3.50 .1.50• 8- 0- 0 2598 3.50• 2.40• 2x4 DFL 2100F -1.8E 6-7 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per the-following;schedule:� " �..'.ma"o.c' .from -to V urrllwdunrhfsdedrhepniculnrappl/nrim. Thedciganuerthat rheraprhad rndess nrhen, a, 3 47-10- 4 1928 3.50• 2.06• WEB 2x4 DFL STANDARD r PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC '.24.00"._20-110-i5-27-70--0 r,mrr+nr+nthat w•iuraweIla, aadvrne"aremq/Ila, w dh,GMVdIW,L dlrrnn..germ, war plraero.....a.h,rnrramItrmRV. "''"all BRO REQUIREMENTS shorn are based ONLY 2x4 DFL 01 3-17 Loaded for 10 PSF non -concurrent BCLL. UPLIFT-REACTION(S): on the trues material at each bearing Install Interior support(s) before erection. Mark all Interior bearing locations. Support 1 •123 Ib BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 93026 !Continuous lateral bracing-altached-to-flat, Drainage must be provided to avoid ponding. This truss is designed using the TC FORCE AXL BND CSI y TC as indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. 1-2 1019 0.12 0.16 0.28 lgraderBrace-@-24"-o.c. uniess_notgd.-I Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 1400 0.18 0.24 0.42 Truss Location = End Zone 3-4 -1336 0.01 0.24 0.25 - Hurricane/Ocean Line = No , Exp Category = B 4-5 -1285 0.01 0.14 0.15 Bldg Length = 90.00 it, Bldg Width = 49.67 It 5-6 -1888 0.01 0.16 0.18 Mean roof height = 12.80 it, mph = 80 6-7 -2220 0.10 0.54 0.64 UBC Standard Occupancy, Dead Load = 26.0 psf 7-8 -2363 0.02 0.21 0.23 e-9 -3056 0.05 0.20 0.26 9-10 -3107 0.05 0.19 0.24 10-11 -3786 0.07 0.23 0.30 11-12 -3632 0.06 0.23 0.29 BCFORCE AYL 8ND CSI 13-14 -929 0.01 0.11 0.11 MAX DEFLECTION (span) 14- 5 -935 0.01 0.22 0.22 U999 IN MEM 21.22 (LIVE) 15-16 -1200 0.01 0.22 0.22 L= -0.15" D= -0.24" T= -0.38" 16-17 -1200 0.01 0.21 0.22 17-18 1255 0.16 0.28 0.44 --- ---_=Joint Locations 18-19 1724 0.22 0.28 o.so 1 13 0.0.0 19-20 2862 0.36 0.28 0.64 4-4-0 2 4- 4.14 14 4- 4-14 20-21 3574 0.43 0.33 0.66 • 3 8.0.0 15 8-0.0 21-22 3574 0.54 0.10 0.64 4 10-8.7 16 14-0-0 22-23 3564 0.54 0.16 0.70 - 5 14-6-0 17 14-6-0 23-24 3562 0.54 0.23 0.77 20-10-15 20-10-15 6 20.6.12 18 20-6.12 WRB FORCE CSI WE FORCE CSI 1 2 3 4 5 7 8 9 10 11 12 7 19 27-5-4 8 33- 6- 0 20 33-6.0 33-6-0 2-14 2 -is 91 0.05 7-19 386 0.16 -s22 0.14 8-19 -974 o.ee 0 6-i 9 37-3-9 21 34-0.0 10 40.0.0 22 40.0.0 3-15 -2265 0.35 8-20 467 0.19 11 43-7.2 23 43.7.2 3-17 2608 0.39 10-20 -755 0.64 12 48-0-0 24 48-0.0 5-17 -969 0.40 10-22 148 0.07 6- ,t--+.-^6 6� 5-18 661 0.27 11-22 116 0.05 3.5-4 y 3.5-4 6-18 -297 0.24 11-23 -32 0.01T 3.5-4 6-19 657 0.27 S=6-6 S=6-6 7-5-11 5-6 17\� •8911 3.54 3.54 3 1 12 3112. SHIP 9 r~ 4 3� 1 0-6-13 S=4-5 3-4 3-8 3-4 3-4 1.5-4 0-6-1 1.5 3.5-8 S=4-8 841 I �� 48-0-0 ) Cj, nc'• 13 14 15 167 18 19 281 22 23 24 p ��' YrYY777 u h =� 4Po TYPICAL PLATE: 1.5-4 a OVER 31SUPPORTS' m. All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. s e: 3/32" = 1 r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ® This design, is /9r nn individual hulldiag rnmpnncnr nor nuv.p7lem. h hat been hosed on xpV.ire ah nx pmvidcd hr,he ra... cn,r mnnul,rmrer Chk: CM Truss I D : K 14 ` and done in nrcaNnnre wirh ,he rumen, .rrsinns of TPl and AF1'A deriga nandn 1.,. Nn re p"nsihiliry• is nc.umed f,Y din+V,.iunnI nrrurar5•. Uinrens+anr m m M1e veriped hY rM1e corn/xmem mmru/mmrer nrrd/or n,+Rdn,x deri�rer pr;nr rr, �rnrirminn. me hnurr+ng desiptewl rr.r aria that the na+.lr Dsg n r: EC TC Live 16.00 psf DurFaes L=1.25 P=1.15WESTERN WOOD urrllwdunrhfsdedrhepniculnrappl/nrim. Thedciganuerthat rheraprhad rndess nrhen, a, rnred. Hmc ..haw ,r lnmrnl sur „r u r ru,Mrr nrrlr rn redone hurklin •len h Phis rrnn m++errr ..boll nm hr: /nred in nor ,g +,kfi Ip ! ..... e.,,..,., r xr TC Dead 16.00 psf p Re Mbr Bnd 1.15 p ®FABRICATORS r,mrr+nr+nthat w•iuraweIla, aadvrne"aremq/Ila, w dh,GMVdIW,L dlrrnn..germ, war plraero.....a.h,rnrramItrmRV. "''"all BC Live 0.00 psf O.C.Spacing 2-0-0 mrd brae- rhls a iVu br 111cardnnre with rhe jullnwing srandards: 70INT UCT f/4S• br 7lnwrd. )I N.S'1/77'I I', 11`7'('A P. IV'und Avco (inured gfAnrcrira Standard Uesip Recprat..ihilirles.'l/ANUL/NG hVS7.11l/NG ANU HRA ('/,V(' METAL PIA 77e* 0,VNecr/al.) Irven BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 93026 - r/1/9.9!1 rind lflH-9l.VUAIMARY.V'/fF•'l:'T' by TPI. 77re T .cr !'lore lnt,irurc lTPI1 is tenoned m U'Urrn%rla Urirr, A/ndisn+r. 11'isrnrr.via 53719. The Ameriraa Fam1 and Popo A.rsocinrinn 0"AIi.+ Iarared at 11ll l9rh.S,rer.,. AW Srev90, Wa,hiaxwn. U['_093h. TOTAL 42.00 psf SeQn T6.4.12- 0 Job -Name: VICKERY RESIDENCE Truss ID: K15 Drw : RO 1 I.- x -LOC REACT Slza RRO'D TC 2x8 DFL #2 0- 1-12 317 3. So• 1.50• 2x4 DFL #1 8-8 _ ( Web bracing required'at each location -shown. ®T See.standard-details-(TXO1087001-001). ;Plating-spec_:.ANSI/LPI .This de_slgn based 'on -chord bracing -applied per itis following_schedule:� ] e- 0- 0 7670 3.50• 7.47• BC 2x4 DFL #1 �- • 1995. "y - mazb�c: from to - 3 47-10- 4 1916 3. SO- 2.04 • WEB 2x4 DFL STANDARD •" 'THIS DESIGN IS THE COMPOSITE RESULT OF QC - 24.00" 18.10=15 29_0_0 9- 0. 0. RHODSRH74HNT9 shorn are beeed ONLY 2x4 DFL #1 3-17 MULTIPLE LOAD CASES. UP_LIFT-REACTION(S)-:-----'-��"`a the trues material et each bearing Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Support 1 -156 Ib Install Interior support(s) before erection. Mark all Interior bearing locations. This truss Is designed using the TC FORCE AYL HND CSi Contlnuous lateral -bracing attached -to -flag, Drainage must be provided to avoid ponding. UBC -97 Code. 1-2 1173 0.14 0.18 0.32 TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 1597 0.21 0.19 0.39 grade., Brace.@14" o.c..unles5 noted.-„] Truss Location = End Zone 3-4 -1026 0.00 0.19 0.19 0 ° Hurricane/Ocean Line = No , Exp Category = B 4-5 -974 0.00 0.11 0.11 - TYPICAL PLATE: 1.5-4 Bldg Length = 90.00 it, Bldg Width = 49.67 it 5-6 -1717 0.01 0.11 0.12 Mean roof height = 12.47 it, mph = 80 6-7 -2274 0.09 0.43 0.52 All plates are 20 gauge Truswal Connectors unless preceded by for 18 gauge or for 16 gauge, positioned per Joint Report, unless noted. UBC Standard Occupancy, Dead Load = 26.0 psf 7-8 -7274 0.09 0.43 0.52 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. 8-9 -2560 0.03 0.11 0.13 75L, deriV k for nn iadlrldun/ huildinx rarnpnnenr nor ave. s7.nem. /r hm been based an sp-ircrni,,,. pnry/led hr rhe rnv,pmrem „m ... f1h as r 9-10 -3115 0.05 0.15 0.20 anddmm In necvrth, vIfh tlm emsem ,ersionr v%TPI and AFPA dexiRr, amndnrdc N ­ spa i.. n ,aed fn dimensinnn! rvcurncc IN eaoaa, 10-11 -3166 0.05 11.15 0.20 Truss I D : K15 11-17 -3737 0.06 0.23 0.29 Ds g n r. EC 12-13 -3805 0.06 0.72 0.79 TC Live 16.00 psf HC PORCH AEL HND CSI and chard .... rd n ,gid xhenrhinx n, nrrrrr:hcd. unless i.,r oared llmr.•inprhnwnb,(nr/nrem/ruppr,rrn(cnnrpnncu,r,nemhersun//•rurcdurcKuck/inRlcnRrh. 77d,r ,ap, oa hall rruIhepla,edinnrp MAX DEFLECTION (span) 14-15 -1073 0.01 0.17 0.13 ®FABRICATORS U999 IN MEM (LIVE) 15-16 -1079 0.01 0.16 0.17 L= -0.14" D= -0.23" T= •0.38" 0.23" 16-17 -1397 0.01 0.16 0.17 BC Live 0.00 psf O.C,Spacing 2-0-0 17-18 978 0.17 0.15 0.77 ___ _- Joint Locations 18-19 978 0.17 0.17 0.29 . 01111-9/J and'/!/R-9/ S(JMMARr SIIrEr h/• %'1'l. The T u r /'lar h,nimrr (!I'll is /urnrcvl N U'(bmfriv Uri,r. Alrtlisnn, 117.vwasm 537/9. 1 0.0.0 14 0.0.0 19-]0 1541 0.70 0.20 0.39 2 4.4-0 20-21 2439 0.31 0.20 0.50 Seqn T6.4.12 - 0 3 6 -0-0 16 8.0.0 21-22 7929 0.36 0.16 0.57 0-8- 4 10.6.7 17 13-6.0 72-23 2929 0.36 0.16 0.52 5 13.6.0 18 18-6-1 23-24 3524 0.53 0.08 0.61 6 18.0-0 24-75 3538 O.S3 0.16 0.69 18-10-15 18-10.15 0 4.0-02 7 24.0- 0 20 24.0- 0 25-26 3537 0.53 0.23 0.76 1 2 3 4 5 7 8 9 10 11 12 13 8 29.5-4 21 29.5.4 9 34-6-0 22 34-0-0 NRH FORCE CS1 NRH PORCH CSi 4 10-0-0 O 10 37.3.9 23 34-6.0 2-15 100 0.05 8-20 -234 0.11 11 40-0.0 24 40.0.0 2-16 -575 0.15 8-21 636 0.76 12 43-7-2 25 43-7-2 3-16 -2329 0.36 9-21 -753 0.57 6- �`1� -4 u1 13 48-0-0 26 48-0-0 3-17 2593 0.39 9-23 472 0.17 T T 5-17 -1138 0.41 11-a3 -650 0.42 I 3.5-4 c 3.5-4 3.5-4 5-19 855 0.35 11-24 130 0.06 5=6-6 S=6-6 6-19 -490 0.33 12-74 92 0.04 5-6 6-9-11 6-20 1622 0.42 12-25 30 0.01 3.5-4 3.5-4 8-1-11 -� 1 7-20 -431 0.26 1 1 y; 94 12 . SHIP =0.6-13� 3�=0 • c_w ��� 3.x_8 = 3-4 3-8 3-4 5=4-5 3-4 1.5-4 6-1 7.7- 8-0-0 .4-0-0 � .4-0-0 r 14 15 16 178 19 20 21 223 24 25 26 1'(L N-07 L11L B AS A.; �r /• � TYPICAL PLATE: 1.5-4 � 1 � � "18" "H" OVER 3 SUPPORTS'0 -`•`r 4 All plates are 20 gauge Truswal Connectors unless preceded by for 18 gauge or for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY 75L, deriV k for nn iadlrldun/ huildinx rarnpnnenr nor ave. s7.nem. /r hm been based an sp-ircrni,,,. pnry/led hr rhe rnv,pmrem „m ... f1h as r Chk: CM anddmm In necvrth, vIfh tlm emsem ,ersionr v%TPI and AFPA dexiRr, amndnrdc N ­ spa i.. n ,aed fn dimensinnn! rvcurncc IN eaoaa, Truss I D : K15 n M ,rn/ied b/• rhe rv,mpone.0 mnnu/ncrmrr and/or huildinx Jeri} mr prmr n! (r,hrirmim,. !rie ha/Idiug lesrg„cr n vsr narerrmn rhm he hauls Ds g n r. EC WESTERN WOOD urih:rd rn, rhl. lest pr ,nee/nr exceed rhr lrrndi„xin,pased hr Me/aca/ hu/ldlnyrnrlc n„ I,hepa,*r I-app/i,.aw l 7%r dcvlp, nr..umer rhos ,hc rnl, rin,rd L. lnrernR/ hrneed M• r/,r,. inrf/nvr rhenrhir,x rhe A„rnm is /nremlb, h by int dircrrh• h- -i.,, TC Live 16.00 psf DurFaes L=1.25 P=1.15 and chard .... rd n ,gid xhenrhinx n, nrrrrr:hcd. unless i.,r oared llmr.•inprhnwnb,(nr/nrem/ruppr,rrn(cnnrpnncu,r,nemhersun//•rurcdurcKuck/inRlcnRrh. 77d,r ,ap, oa hall rruIhepla,edinnrp TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS sari-a-althat "111 avrememahW...nnruaof,hevvvdwn eedl9%O de,r-we raacrlarplate rnn.,.ri"n.I-ahrhale.hnnme.butall rtud brass this rrvv !n rrcrnMnnce with rhe �,IloeinK smndnrds: !O/NT DETAI LS' br 'I'rvsux 1. 'ANNITPI V '117CA V. 1116ad Truss Cnunril BC Live 0.00 psf O.C,Spacing 2-0-0 vfAmeri-SmadardW ixn Rcrpranhilirier,'l1ANOUNG INSTALLINGAND BRACING A/ETAL1'1.17'r CONNI:('TED IVOUD TR1JX1;1,'S'• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . 01111-9/J and'/!/R-9/ S(JMMARr SIIrEr h/• %'1'l. The T u r /'lar h,nimrr (!I'll is /urnrcvl N U'(bmfriv Uri,r. Alrtlisnn, 117.vwasm 537/9. 77,e,1,ner'aren uld raper arms; al(AEPAI I.., lacived a, 1111 l9rhsnree Nlv. .err NO. W-hiaglaa. Oc_unji. TOTAL 42.00 psf Seqn T6.4.12 - 0 :}> Job Name: VICKERY RESIDENCE BRG Y -LOC REACr SIZE RE0'D TC 2x6 DFL #2 1 0- 1-12 260 3.50• 150• 2x4 DFL #1 6.9 2 8- 0- 0 2770 3.50• . 2..58• BC 2x4 DFL #1 3 47-10- 4 1900 3.50• 2.03• WEB 2.4 DFL STANDARD BRO REQUIREMENTS shown are based ONLY 12x4 DFL #1 3.18 on the trues material at each bearing Install Interior support(s) before erection. 10 35-6-0 24 34-0-0 Continuous lateral'tiracing-attached to.fl5tj TC FORCE AIL BND CSI TC as indicated. Lumber must be structural 1-2 1390 0.17 0.20 0.37 jgrade. Brace Q 24" o.c. unless noted. 2-3 1854 0.23 0.20'0.43" 3-4 -603 0.00 0.15 0.16 4-5 -551 0.00 0.07 0.07 5-6 -1416 0.01 0.07 0.08 6-7 -2183 0.08 0.27 0.35 7-8 -2628 0.12 0.26 0.40 8-9 -2628 0.12 0.30 0.42 9-10 -2741 0.03 0.09 0.12 10-11 -3157 0.05 0.11 0.16 11-13 -3209 0.05 0.11 0.16 12-13 -3660 0.06 0.22 0.29 13-14 -3764 0.06 0.22 0.28 BC FORCE AIL HND CSI 15-16 -1275 0.01 0.13 0.14 16-17 -1283 0.01 0.13 0.14 17-18 -1650 0.01 0.13 0.14 18-19 592 0.08 0.09 0.16 19-20 592 0.08 0.13 0.20 20-21 1243 0.16 0.15 0.31 21-22 2213 0.280.15 0.43 22-23 2624 0.33 0.15 0.48 23-24 2979 0.45 0.06 0.51 24-25 2979 0.45 0.03 0.48 25-26 3467 0.52 0.06 0.58 26-27 3500 0.53 0.15 0.68 27-28 3499 0.53 0.23 0.75 WSD FORCE CSI NEB FORCE CSI 2-16 110 0.05 8-22 -350 0.18 2-17 -625 0.17 9-22 -51 0.05 3-17 -2418 0.38 9-23 560 0.23 3-18 2564 0.39 10-23 -614 0.39 5-18 -1346 0.42 10-25 389 0.16 6-1-11 5-20 1104 0.45 12-25 -561 0.26 6-20 -740 0.39 12-26 124 0.06 6-21 1303 0.53 13-26 73 0.03 S 7-21 -797 0.41 13-27 35 0.01 0-6-13-4 7-22 618 0.25 Truss ID: K16 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Mark all Interior bearing locations. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. 16-10-15 1 2 3 4 5 6 7 8 O 14-0.0 16-10-15 9 10 11 12 13 14 0 Thls.desigri based an chord bracing applied per the following schedule: max o.c. .from_ to -TC-Q-24.00" 16-10.15r-31-0-0 UPLIFT REACTIONS) : Support 1 -2051b This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 It, Bldg Width = 49.67 It Mean roof height = 12.13 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : 1-/999 IN MEM 22-23 (LIVE) L= '0.15" D= -0.24" T= -0.39" 4-0-0r 4-0-0 o 15 16 17 18 19 20 21 22 23 2425 26 27 28 r/ TYPICAL PLATE: 1.5-4 11. 2004 OVER 3'SUPP,ORTS' All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. f Cale: 3/32*' = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. J t� ERY Thi., dulgr, is,�n uu individunl huilding mmponem na nvss .q•srem. h has heen hosed nn xpo i/icnriura prm•lded hr rhe pt -t umuu%ormrer Ch k' CM ® anre d dim fn ncenrdunce .40, the rumenr -ho-ft' TPI and AFPA design attu,dnn/s. Nn re pn..nbi/iq• Lc nssumed,Tnr Jimm�vnnnl nccuroq, Di-otwn.. s -I D ; K16 to he -fried by the cane neot ninu(ecrurer nnd/nr buildiog designer prior rq%nbrictowo. The building de•..hpo,r nmsr nrrennin dor nc, loud. Ds g n r. EC WESTERN WOOD mitht,d dedg r rneer nr en;eed nc� lrxrding impercd by nc� lrxnl building rode curd pnnirulnr npplicndurr. The drsign nxsunres rhnr nc� urp rh,,,V TC Live 16.00 psf 0rjt-,=1.25 P w.15 fa lar -11), braced by rhe mnI'nr floor.shenMiogand rhe hnnom rhn.d is lnremlh• hrored b/• origidshrnrhingrnnmriul Jirerrh• nrruN.ed. ooh, n.he-4- nmed. ltmrmg.,hrn,,, I.. ,rhncml au" ... o(' oTC Dead 16.00 s( 1.15 / l pwnu.. mrmbe.:. noir rn rcJurc horkliug lrngrh. 7hi., ro.nlxmnn ..Goll „nr nr plxrnl in run P P FABRICATORS e1-onemrhmnJth-o-eJ.e,not,mmrnme.,.r./'me.,..ndroe..rrrdro^:,xxdi .... ... .rrm,..rernrphnerun..di,. Foh..rnre.h,.,.dle•i"""/I BC Live 0.00 psf O.C.Spacing 2.0-0 rid hmce 043 nws in accordance eith site (dlnM•urg sit dnrd5: 'JOINT Uh."T 11LS' by Tnnu•nl. 11NS11T1'I 7'. '117('.4 V. Wood 7• z C nunril ofAnmricoSto nlnrd Dedgn Res1.o.,ibilirirs.'NANOL1NGhKST,I1,LINO,INO BRA(INGUET.H./'LATE C'ONNE('TED WOOD TRUSS'E'S• BC Dead 10.00 psf Design Spec UBC -97 3100 RIEGO ROAD, ELVERTA, CA 95826 . l//(8 911 nnJ'l/18 9/.1'(/MAfARYSNEf.T hp Tl'l. 77.c buss /'lam burimrc (1'/'/) is lrxvacdnr O'Onupiu 1),h dh+dt,nn. lVi-o n, 53719. The Amerirnn Forest nrrd Paper dumimimr MEPA)I.,lrx•nred m It l l 191h Swet NIV..Sre 1400. lroshingrnm DC:0(136. TOTAL 42.00 psf Secin T6.4.12- 0 ===== Joint Locations 1 0-0-0 15 0-0-0 2 4-4-14 16 4'4 *14 3 8-0-0 17 8-0.0 4 10-8.7 18 12-6-0 5 12.6.0 19 14-0.0 6 16.6-12 20 16-6-12 7 21.5-11 21 21-5 *11 8 26-6.5 22 26-6-5 9 31-5.4 23 31-5-4 10 35-6-0 24 34-0-0 11 37-3-9 25 35-6-0 12 40.0.0 26 40-0-0 13 43-7-2 27 43-7-2 T14 48-0-0 28 48-0-0 7-5-11 SHIP D.6-1 4-0-0r 4-0-0 o 15 16 17 18 19 20 21 22 23 2425 26 27 28 r/ TYPICAL PLATE: 1.5-4 11. 2004 OVER 3'SUPP,ORTS' All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. f Cale: 3/32*' = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. J t� ERY Thi., dulgr, is,�n uu individunl huilding mmponem na nvss .q•srem. h has heen hosed nn xpo i/icnriura prm•lded hr rhe pt -t umuu%ormrer Ch k' CM ® anre d dim fn ncenrdunce .40, the rumenr -ho-ft' TPI and AFPA design attu,dnn/s. Nn re pn..nbi/iq• Lc nssumed,Tnr Jimm�vnnnl nccuroq, Di-otwn.. s -I D ; K16 to he -fried by the cane neot ninu(ecrurer nnd/nr buildiog designer prior rq%nbrictowo. The building de•..hpo,r nmsr nrrennin dor nc, loud. Ds g n r. EC WESTERN WOOD mitht,d dedg r rneer nr en;eed nc� lrxrding impercd by nc� lrxnl building rode curd pnnirulnr npplicndurr. The drsign nxsunres rhnr nc� urp rh,,,V TC Live 16.00 psf 0rjt-,=1.25 P w.15 fa lar -11), braced by rhe mnI'nr floor.shenMiogand rhe hnnom rhn.d is lnremlh• hrored b/• origidshrnrhingrnnmriul Jirerrh• nrruN.ed. ooh, n.he-4- nmed. ltmrmg.,hrn,,, I.. ,rhncml au" ... o(' oTC Dead 16.00 s( 1.15 / l pwnu.. mrmbe.:. noir rn rcJurc horkliug lrngrh. 7hi., ro.nlxmnn ..Goll „nr nr plxrnl in run P P FABRICATORS e1-onemrhmnJth-o-eJ.e,not,mmrnme.,.r./'me.,..ndroe..rrrdro^:,xxdi .... ... .rrm,..rernrphnerun..di,. Foh..rnre.h,.,.dle•i"""/I BC Live 0.00 psf O.C.Spacing 2.0-0 rid hmce 043 nws in accordance eith site (dlnM•urg sit dnrd5: 'JOINT Uh."T 11LS' by Tnnu•nl. 11NS11T1'I 7'. '117('.4 V. Wood 7• z C nunril ofAnmricoSto nlnrd Dedgn Res1.o.,ibilirirs.'NANOL1NGhKST,I1,LINO,INO BRA(INGUET.H./'LATE C'ONNE('TED WOOD TRUSS'E'S• BC Dead 10.00 psf Design Spec UBC -97 3100 RIEGO ROAD, ELVERTA, CA 95826 . l//(8 911 nnJ'l/18 9/.1'(/MAfARYSNEf.T hp Tl'l. 77.c buss /'lam burimrc (1'/'/) is lrxvacdnr O'Onupiu 1),h dh+dt,nn. lVi-o n, 53719. The Amerirnn Forest nrrd Paper dumimimr MEPA)I.,lrx•nred m It l l 191h Swet NIV..Sre 1400. lroshingrnm DC:0(136. TOTAL 42.00 psf Secin T6.4.12- 0 Job"Name: VICKERY RESIDENCE Truss ID: K1_7 Drw : BRO 1 x -LOC 0- 1-12 REACT size -133 3.50• RE0•D TC 2x6 DFL #2 1.50• BC 2x4 DFL #1 Web bracing requlrOd'af"`each liicatlon s� ® See standard details (TX01087001-001).y� �.� - 1Thls design based on chores biacing.applled per the following schedule: 2 8- 2-12 2976 3.50• 2.80• 2x4 DFL STANDARD '18-4,21-7 - �Plating-spec:-ANSICLP-I--1995•--�-,1 max.0.c:, from- to 3 49- 6- 4 1715 3.50^ 1.83 • WE 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF� 24.0015_10_L5s32--0--0 BRO REODIR04BUTS shorn are based ONLY 2x4 DFL #1 25-12 MULTIPLE LOAD CASES. UPLIFT REACTIONS) : on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Support 1 -516 Ib Install Interior support(s) before erection. Mark all Interior bearing locations. This truss Is designed using the TC FORCE AXL BND CS2 lateral bracing attached to flat Drainage must be provided to avoid ponding. UBC -97 Code. 1-2 1690 0.20 0.24 0.45 jContinuous TC as indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 2-3 2214 0.28 0.24 0.52 7 - aoe-(ela4_ noted._ End verticals designed for axial loads only. Truss Location = End Zone 3-4 528 0.07 0.12 0.19 ue l0 high uplift reactlori lhls lru Extensions above or below the truss profile Hurricane/Ocean Line = No , Exp Category = B 4-5 516 0.06 0.14 0.21 requires special connection details 5 (if any) require additional consideration Bldg Length = 90.00 ft, Bldg Width = 49.67 it 5-6 -1746 0.03 0.21 0. a4 (designed by others) to truss (by others) for horiz. loads on the bldg. Mean roof height = 11.97 it, mph = 80 6-7 -2936 O.08 0.18 0.26 -secure to a rigidly anchored support UBC Standard Occupancy, Dead Load = 26.0 psf 7-8 -2945 0.08 0.23 0.31 3 8-9 -3147 0.0! 0.21 0.26 9-10 -4061 0.10 0.41 0.51 10-11 -5464 0.14 0.25 0.39 11-12 -5480 0.14 0.08 0.12 . 12-13 -1230 0.01 0.05 0.06 BC FORCE AEL BND CSI MAX DEFLECTION (span) : 14-15 -1554 0.01 0.16 0.18 U999 IN MEM 24.25 (LIVE) 15-16 -1562 0.03 0.13 0.16 L= -0.21" D= •0.34" T= -0.56" 16-17 -1010 0.19 0.00 0.19 17-18 61 0.01 0.05 0.07 =___= Joint Locations 18-19 -8 0.00 0.10 0.10 1 4- 6.0 15 8- 2.1 19-]0 674 0.09 0.26 0.35 2 4- 6. 4 16 8- 2.12 20-71 240.00 0.26 0.26 3 8.2.12 17 10.7.4 21-22 68 0.02 0.19 0.21 4 10-7.4 18 10.7.4 22-23 7990 0.37 0.25 0.67 5 15.1.12 19 15-3.12 23-24 3804 0.46 0.25 0.71 6 21-0-2 20 21-0-2 74-]5 5197 0.78 0.14 0.91 15.10-15 1 17-6-15 I 7 26.10.4 21 26.10.4 25-16 33 0.00 0.30 0.31 1 2 3 4 5 6 7 8 9 10 112 8 32-8.4 22 26-10-4 26-27 99 0.01 0.06 0.08 9 38-3.0 23 32-8-4 27-78 53 . 0.00 0.04 0.0410 44.7.12 24 38-3-0 4 00 16"0-0 -4 00 11 47-1-8 25 44-7-12 WEB FORCE CSI WEB FORCE CS1 12 48.4-2 26 44-7-12 17-4 -286 0:09 6-22 1600 0.65 13 49-8.0 27 48.4.2 21-7 -417 0.37 10-12 1776 0.71 8-12•'E 4=5"•""x'2.5=4'!+^ -v -7-'I 14 0.0-0 28 49.8-0 25-10 558 0.43 8-12 -101 0.10 T T 2.5-4 _ 4-4T 7-15 119 0.06 8-23 699 0.28 I 6-6i - 4.5 2-16 -705 0.10 9-73 -1047 0.71 5-9-11 4-4 44 3.5-10 7_5.11 3-16 -2599 0.42 9-24 409 0.17 7-5-11 3-17 2461 1.00 10-24 -1411 o.6a I I 5-5 S=6.6 I SHIP 5-17 -1770 0.90 17-75 3713 0.56 I 1. 2-4 -p 6-1 4 4-5 ti"MX/4- T 1 -_ 17-19 737 0.30 75-27 1463 0.59 1 Q=�=� 1:T ( 1-8��- 11-7-6 r,,.^^"'^^•^^.,,,� 5-19 -147 0.12 12-27 -1756 0.20•"sem 5-10 1509 0.61 13-17 1661 0.68 7-10 3.5-d 4-10 2.5-6 2.5-6 6-10 -1414 0.77 13-18 -1709 0.19 3.5-10 8-2-12 2-4`�'.'��"�t'•'- 10-5-8 �� 17.6-0:I <� "I 16-6-8 5.2-0 1." .07 14 15 16 178 19 20 272 23 24 286 28 F� E aP{` `S' TYPICAL PLATE: 1.5-4 OVER 3 SUPPORTS �2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. ale: 3132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Tldr derigrr !., f r mr individun/ huilding rnmpnncm um nvcag•.nem. U hru hren hared nn ,�7reri/icnri, n pm idcd by rhe cmnpnnenr rnru..ffi r«rrr Chk: CM Truss I D : K 17 . ® and dmre in nrcon/nnre "•irh rhe curmrrr rrrsinru n� TP/ and rIFpA design smndnrdc. Nn respruraihi/in' is n.csunur{( dinren.,iann/ arcumc)•. 1j; i"'. me rn Ac verged by dor cwryrunem mmrafrrnurer mrd/ur huilding designer prior rnlnhrirnrinn. Tlrc huifdirrg Jerigrrcr muu n.menuia rhm dre brads Dsgnr. EC WESTERN WOOD urilludondd,dcrigrrmeernre,reedrhe/nrrdlnx/mprrsedhrvhchrrnlhaildiagrndcandrheprmiruln ,,pplir 1,n . 7bedesiAmn ,,re 1hrnrhumprlmrd TC Live 16.00 psf DurFacs L=1.25 P=1.15 tr Inrend/y hrnrcd by dm n,rt(nr 1l,.r 1d 1hh,g and nc� hnnnm rhnrd is /nrern/Iy 1--d by n rigid xhcnrhiug manna/ dirrrdy anarh.4 m 1 -ab -1- ,,-d. ab -1 -need, nrnring.,lrn•„ u� r fine d., pp r �lrnrrrpnnene, me neer, nrrlr• rn n•da a hn ihnx lerrxdr. are, ran pane,«..hall rrnr he phn ed i n.). TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS ­vimnmennhnnrillcrturcUremn;..rurnrrrrucnrrr(rhenvndrnerrecd/7°:nndhrrrauscrnrurecrnrpinrer.unn,;un. Fahrirnre,handie.wxudl BC Live 0.00 psf O.C.Spaeing 2-0-0 mrd l,mce rhia hvu in accardnnre with rhe fnlluwisg sinndardc 7UINT Ulil AILS' by 'I'nrsu•rd. '.IN.Sf/Tp1 l ; 'IVI'CI V. II'nad Trus.. C'uunril J.Imerirn.Nmrdnr,l/ksigrrResfxm:;hit;ries.7/ANDLINGINSTALLINrAND N1LIC'ING,i7/i7'.Il 1'lA7'l:(.'ONNIiC'TEj)WOOD 7'l7(/.5'.1'1-'.1'• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85628 . IlllB 71) nrrd 71!/7-71 .1'(/hfAfARY.SIlEh'T' Ay T/'!. The i'iv.cr I'Inrc frurirwc ITP:) is lurnrcd rn D'Grmli'in 0, ire. Mndi,nnr, Wi...... b, !/717. 7bc Armr F-1 and paper A.rrn6al (AF -PA) i., li-W m I n 1 I9M s«rrer. Nm. Ere xnn. Ivnddrrg«nr. 0C 1026. TOTAL 42.00 psf Seqn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: K18 Drw BEG z -LOC REACT SIZE REp'D TC 2x8 DFL #2 Plating spec : ANSIlTPI - 1995 Thls design based on choid bracing applle 1 0- 1-17 540 3.50" 1.50• BC 2x4 DFL #1 7 13- 1-12 2993 3.50• 2.82• WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. +�pe�the following schedule:-=--�i��, max o.c. from to "'24.00" 3 55- 6- 4 1647 • 3. so- 1.76• SLIDER 2x8 DFL #2 r PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 17-10-15 40-0 - 0 ORO REQUIREMENTS shown are based ONLY PLT BLK 2x4 DFL #1 Loaded for 10 PSF non -concurrent BCLL. Required bearinwidths-arid -bearing areas on the truse,material_at each bearing Install Interior support(s) before erection. Mark all Interior bearing locations. apply when truss not supported In a hanger. BRo HANGER/CLIa NOTE Drainage must be provided to avoid popoing. CAUTION - persons Installing trusses should UPLIFT REACTION(S): 3 •TRA29 Continuous lateral-b'racing-attached to flat retain a local engineer for proper lifting, Support 1 -29 Ib Support-Connection.(e1-/Nagger( e) are TC as Indicated. Lumber must be structural handling and bracing per TPI/HIB-91. This truss is designed using the not designed for horizontal loads. grade. -Brace @-24'=o.c.-unless noted. PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. SHB SIMPSON CATALOG and hence chis «vn inmr.-d., a xwh Me.folh-mg.vt dards: JOINT DETAILY by Tn-, 1. SINSI/TI'I l'. 'IV7•C}I V. 1Vnnd 7,vcc (.'mord Bldg Enclosed = Yes, Importance Factor = 1.00 FOR ADDITIONAL INSTALLATION NOTES Truss Location = End Zone BC Dead 10.00 psf Design Spec UBC -97 Hurricane/Ocean Line = No , Exp Category = B TC FORCE AIL END CSI Bldg Length = 90.00 it, Bldg Width = 54.88 ft 1-7 850 0.08 17.32 0.40 T1e1,,nc«FP InndPaMrA.c*,liunolNPAlislor:n,cdn, fill l9d,S,c,.NlV,,VwRrg(II'nchirrg,rrn.00700.16 Mean roof height = 12.30 ft, mph = 80 2-3 1496 0.18 0.32 0.50 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 1548 0.70 0.21 0.41 4-5 -190 0.00 0.21 0.21 5-6 -1578 0.07 0.19 0.71 6-7 -2477 0.05 0.19 0.24 - 7-8 -2477 0.05 0.13 0.18 8-9 -2477 0.05 0.20 0.26 MAX DEFLECTION (span) : 9-10 -7847 0.07 0.21 0.29 U9991N MEM 21-22 (LIVE) 10-11 -7777 0.03 0.12 0.15 L=-0.13" D=-0.21" T=-0.34" 11-12 -3061 0.05 0.20 0.25 12-13 -143 0.00 0.09 0.09 ____= Joint Locations 1 0.0.0 14 0-0-0 BC FORCE AXL END CSI 2 6.11-12 15 6-11-12 34-15 -758 0.00 0.23 0.23 3 10.8.7 16 13.1.12 15=16 -765 0.00 0.23 0.23 4 13-1.12 17 17.3.12 16-17 -1174 0.02 0.20 0.22 5 17-3-12 18 20-0-0 17-18 -127 0.00 17:14 0.14 6 23.1.0 19 23.1.0 18-19 -127 0.00 0.72 0.22 17-10-15 15-6-15 7 29-0-0 20 29-0-0 19-20 1625 0.70 0.22 0.47 1 2 3 4 6 7 8 9 10 11 12 13 8 31.3.12 21 34-11-0 70-71 2850 0.36 0.27 O.SB 9 34.11.0 22 38.0.0 71-22 2624 0.33 0.22 0.55 0 22-0-0 10 44-10- 23 40-8-4 22-23 7674 0.33 0.14 0.47 -4.00 11 44-10.4 24 44.10-4 4.10- 23-74 2843 0.36 0.16 0.57 5=6-6 12 51.0.4 25 51.0-4 24-25 2727 0.41 0.10 0.51 8-1 -- 3r5=4�--1 13 55-8-0 26 55,8,115-6 25-26 2776 0.41 0.07 0.48 -4^^3-4: -- T WEB FORCE CSI WEB FORCE cl S4-5 =6.6 2-15 189 0.08 9-20 -536 x,.6011 4-5 4-14 2-16 -941 0.70 9-2189 0.0} 1- 2 - 12.12 7-9-11 4-16 -7535 0.87 10-21 294 0.11 $HIP 4-17 2199 0.89 10-23 419 0.1Z 5-17 -1591 0.92 11-23 -391 0.24 = 0.6-1 3-4 2-4 (� 5-6 1-3-6 2-4 5-6 3.5-8 3.5-4 3.5-4 5-19 7105 0.86 11-74 130 0.05 3-j $=4-5 S=4-5 3.5-4 -""'.^^... 6-19 -1253 0.68 12-24 192 O.OB�N',, 6-70 1203 0.49 12-25 142 0.06 �`_ {; 7-20 -346 0.19 SLDRL -2988 0.58 13-1-12 I !•.1�1�� TYPICAL PLATE: 1.5-4 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY Tlds d-ig,, i. %or nn lndivld-I building, ­/snreo, um uvu -9-.. lr hnx Men hosed P""*led Iqv ,h« ronquo,em ,nrurulnnurer C h k: CM ® m,d done /,, ­­,da­wi,h the cu,rem versions !f TPI nud,fFAI de,ig„ .c,nndrr, 4. No respnnsihilltr iv ncvunnrl,%nr rnmension«I nrcurnry, fli,nenslnus Truss 1 D : K 18 rem he wripcd by nc� mrnprloud, Ds g n r: EC TC Live 16.00 psf DurFacs L=1.25 P=1.15 WESTERN WOOD urlliwdw111-fnsig,rmeat«ra,eeedrhelnndiwwiI,s'edhrrheh,cnlhuildmgcndernrd,hep«n,culnr«pplicrninn 7bedrvignr,.vumesrhmder«prhurd !., Inremlly hnrcrd hp ,he mn% nr p�x,r slren,hing and dm hrnr",n rhnal is lmendh• Armed hp n ,igid.shrmhiug .....ro/ rnrer,lr nunch.rl, vuh•.cs o,hc i - nu 's f nn, I' �on,prn,e,n., rne,,,n,.r., r ! • , rednre n„ekli l , d,. rnc, ro«, r shml nor tiL• l red in nq, ed. nmer .,hnx,,, rM,-/« ,r,u r n,) „ „g e,g pone„ pr, TC Dead 16.00 sf P Re Mbr Bnd 1.15 P ®FABRICATORS mwmnmemrhmx•illcn,henmivuernn,emn/dre,vxnlr"e,ceed19.4,d/«rrnusecnnnccmr/rinecnrnrsiuu. Fnhrirn,e.I dle.in.,mlI BC Live 0.00 psf O.C.Spaeing 2-0-0 and hence chis «vn inmr.-d., a xwh Me.folh-mg.vt dards: JOINT DETAILY by Tn-, 1. SINSI/TI'I l'. 'IV7•C}I V. 1Vnnd 7,vcc (.'mord n%ArueH-Slnnd«rd benign R.m,,sihiIW0 .'IIANDUNG IN.STAUINGAND/IILI ONG AfliT.4 t PIA Te CONNECTED iVOuu TnU.ecEY BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . (/l/n-91)und'll/n.91 .YUAfhfAn r.illh.'Er k n'l. 7'he 7'm..., Plnre /ns,i,we fn,o is Inrr„ed «r UTh,.jHo Ibis. Alndisu,,. rVlsrnn..m 5J719. T1e1,,nc«FP InndPaMrA.c*,liunolNPAlislor:n,cdn, fill l9d,S,c,.NlV,,VwRrg(II'nchirrg,rrn.00700.16 TOTAL 42.00 psf SegnT6.4.12- 0 Job'Name: VICKERY RESIDENCE Truss ID: K19 Drw ERG x -LOC REACT SIZE RBO'D TC 2x8 DFL #2 Web b7aclrig required at each location shown. his -design based on'chord'bracing applied 1 0- 1-12 500 3. So• 1.50• BC 2x4 DFL #1 ' �- See standard details (TXOIOB70p1 001.).y`� per the following schedule: 2 13- 1-12 3064 3.50^ 2.91• WEB 2x4 DFL STANDARD Plating spec-: ANSIITPI - 1995 max Ox. from-"',- to 3 55- 6- 4 1625 3.50• 1.73'^ 2x4 DFL #1 5-19 / THIS DESIGN IS THE COMPOSITE RESULT OF 1 TC 24.00" 15-10.15-_42- 010 BRO REOOIRENENT9 shorn ere based ONLY SLIDER 2xe DFL #2 MULTIPLE LOAD CASES. Required -bearing -widths and bearing areas on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. apply when truss not supported in a hanger. BRG-HANGER/CLIP-NOT8 �3 Install Interior support(s) before erection. Mark all interior bearing locations. UPLIFT REACTION(S): •TRA29 Drainage must be provided to avoid ponding. CAUTION - persons installing trusses should Support 1 -73 Ib -Support Connection (si-/H"ger (e) are Continuous"literal bracing attached to flat retain a local engineer for proper lifting, This truss Is designed using the not designed for horizontal loads. TC as Indicated. Lumber must be structural handling and bracing per TPI/HIB-91. UBC -97 Code. SEB SIMPSON CATALOG grade. Brace @ 14" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 FOR ADDITIONAL INSTALLATION NOTES 4` Truss Location = End Zone ' - Hurricane/Ocean Line = No , Exp Category = B TC FORCE ASL BND CSI Bldg Length = 90.00 ft, Bldg Width = 54.88 ft 1-2 1059 0.11 0.32 0.43 Mean roof height= 11.97 ft. mph = 80 2-3 1697 0.21 0.32 0.53 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 1745 0.23 0.27 0.49 4-5 758 0.09 0.27 0.36 5-6 -1427 0.02 0.27 0.29 6-7 -2706 0.06 0.27 0.34 7-8 -2706 0.06 0.18 0.24 8_9 -2706 0.06 0.27 0.34 MAX DEFLECTION (span) : 9-10 -3167 0.09 0.29 0.38 U999 IN MEM 20.21 (LIVE) 10-11 -2849 0.04 0.11 0.15 L=-0.15" 0=-0.25" T=-0.40" 11-12 -3006 0.05 0.20 0.25 12-13 -142 0.00 0.09 0.09 --- ---_= Joint Locations 1 0.0.0 14 0.0.0 BCFORCE ASL BND CSI 2 6-11.12 15 6-11.12 14-15 -956 0.00 0.23 0.24 3 10-8-7 16 13-1-12 15-16 -963 0.00 0.23 0.24 4 13.1.12 17 IS -3-12 16-17 -1559 0.01 0.22 0.21 5 15-3-12 18 20-0-0 17-18 -975 0.01 0.20 0.21 6 22-1-0 19 22.1-0 18-19 -975 0.00 0.30 0.31 15-10-15 13-6-15 7 29-0-0 20 29.0.0 19-20 1497 0.18 0.30 0.49 1 2 3 4 6 7 8 9 10 11 12 13 8 31.3.12 21 35.11.0 20-21 3175 0.40 0.30 0.70 9 35.11.0 22 38-0-0 21-22 2714 0.34 0.30 0.64 22-23 2714 0.34 0.19 0.54 14 Q 0 26-0-0 4.00 11 44.0 4 24 44-18044 23-24 2792 0.35 0.19 0.54 12 51-0-4 25 51-0-4 24-25 2683 0.40 0.10 0.51 8-12 5=6-6 13 55-8.0 26 55-8-0 25-26 2687 0.40 0.07 0.48T 6-6 4-5 T $_6_6. WEB FORCE CSI WEB FORCE CSI 4-5 4-14 2-15 189 0.08 9-20 -598 "11 2-16 -931 0.70 9-21 -1540.03 1-12 Z A4-16 12-12 7-1-11 -2638 0.91 10-21 541 0.2 ~ J S ,y� I SHIP 4-17 1998 0.81 10-23 377 0. 5-17 -1785 0.81 11-23 -302 0.12 _ 0-6-13� 2-4 '�� I1-3-6 2-4 S=4-5 3-10 3.5-4 3.5-4 5-7 S=4-5 3.5-4 5-19 2787 0.42 11-24 80 0.03 3- _• _ 6-19 -1386 0.58 12-24 178 0.07 6.6----y~�"�. 6-20 12-25 149 %/i���"!()71�� 1517 0.62 0.06 7-20 0.17 13-1-12 -404 SLDRL -2945 0.57 4-0-0 14 15 16 17 18 19 TYPICAL PLATE: 1.5-4 20 21 22 23 24 25 -2,41 ZAA `OVER'?3�SUPPORTS � All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �+ ale: 32" = 1( WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOBM CKERY 77,1, desilpr kfor nn h divldunl hurldinx r ,smnenr rrnr ..-p"'- !r hru been hraed un Nn:ei/irnrin,c. p-rided In• he rurn/rrne... ,nrurura'.' r Ch k • CM Truss I D K19 ® and d,,,. M,nrmrdmrre will, the ,�urrenr warn..,.'n(TPI and.41-TA rhes,A r arnndrnrlr. Nn rc..lw,n.rrhilirl'it ntru+neJ (,r duer'nrnnnl rurwnr;v. Oh -- h- Dsgnr: EC : n he - iped hr rhe rumprn nu/i,r and/or hWIdinx deriA +cr/nr a /,brim....... 7'/m huildws, desi,p , .,vrnin rhndr e h i.. TC Live 16.00 psf DurFacs L=1.25 P=1.15 WESTERN WOOD „rlR:ed-W.,desig-eernr-cedrsheI-dint;incl-redb)•she h:nlbuitding-se n,drhepn,nrnM-pphrndn,,.7'hell•.axrn....n,,,r•..rhnrrher,,pr/,nrd it /rtrrml/I• hrnred b)• rhe nm/nr flnnr.rhearhinx nndrhe Mnrnm rh.,-d Is lnrenll)• hrnred by n rixid nuncrinl Airceap nartrlrcd. unlasx onc�nri.re .drr"rhinx nn red. i., f., M -1 -pp- u%romprurem n e he, rid) ,,, reduce h„rtlmk, lcnxrh, 77d,, r:ungwrr,em xh,,Il he ph,red m mn• TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS h,,, will .-e he f1he err.:ed19- nnd/nrrr,n.rernn„er nrpI e,...... n,,. rnh,•ir e.Is Ilei+,.anR BC Live 0.00 psf O.C.Spaeing 2-0-0 - mrd brnrx IN, 1 v h, nrrurdnncc a His she fullnn•mg va,,d V, '101N7' DET AILS•' hr Tlvsvrd. 'ANSI%TI'l I : '11 7YN I. - IF d Tw.a ('u, r' it ' nfAmcritnA7mrd�rJl7eailprRe.pnnrihi/iticx.'NANDLINGINNTrII.l.IN(;ANDHRA C/N(iAfET.ILIll- ITE('ONNI.,CTF-!)11'00137'RI&M.'S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 65826 . (/!/R Y/1 nor/'///11 9/ 5't/MMARY SllEE7' hr 1'/'L 17re T vcr /'lore hrrrirure 17'P/1 it lnr:rned nr O'fArul+'rn /hire, Alrrdixor,, IVip-in .171V. 77-M-icondPnperAss-ma n„('1FPA)I.,lnrnredm /III 19,h.corer.Nu:Sle.eno.lpn.rhinr;rmr.W.'_nnie. TOTAL 42.00 psf SegnT6.4.12- 0 "' Job'Namw VICKERY RESIDENCE Truss ID: K20 DrWQ: DROE-LOC REACT SIZH REG;D TC 2X8 DFL #2 1 0- 1-12 431 3.50• 1.50• BC 2x4 DFL #1 2 13- 1-12 3246 3.50" 3.09" WEB 2x4 DFL STANDARD 3 55- 6= 4 1584 3.50• 1.69" 2x4 DFL #1 3.15 r BEG REQUIREMENTS shown are based ONLY SLIDER 2x8 DFL #2 on the trues aterial at each bearing Install Interior support(5) before erection. BEG HANGER/CLIP NOTE Drainage must be provided to avoid ponding. 3 •THA29 Continuous lateral bracing'attached-to flat -4 Support Connection (s) /Hanger (s) are JTC as indicated. Lumber must be structural not designed for horizontal loads. rade. Brace @`24" o.c. unless noted_.�.� SEE SIMPSON CATALOG LLL r .rr f-� FOR ADDITIONAL INSTALLATION NOTES TC PORCH ABL END CSI 1-2 1458 0.16 0.93 0.59 2-3 2160 0.27 0.43 0.69 3-4 -496 0.00 0.26 0.26 4-5 -2350 0.04 0.31 0.35 5-6 -3249 0.09 0.16 0.26 6-7 -3249 0.09 0.15 0.24 7-8 -3249 0.09 0.20 0.29 8-9 -3424 0.10 0.24 0.34 9-10 -2913 0.04 0.15 0.19 10-11 -169 0.00 0.13 0.13 Plating spec : ANSIlrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. Mark all Interior bearing locations. CAUTION - persons Installing trusses should retain a local engineer for proper lifting, handling and bracing per TPI/HIB-91. PLATING BASED ON GREEN LUMBER VALUES. This design based -on -chord -bracing -applied per the following.schedule:,- �.tf max'o:c. $from to TC -•-X24:00"13_10,15 411-0-0;,---j 4- 0- 0;,- Required bearing widthsand-beaiing areas apply when truss not supported In a hanger. UPLIFT REACTION(S): Support 1 -163 Ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 54.88 ft Mean roof height = 11.63 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE ABL BND CSI 12-13 -1326 0.03 0.23 0.26 13-14 -1332 0.01 0.27 0.27 14-15 -2382 0.03 0.27 0.30 15-16 596 0.07 0.23 0.28 16-17 596 0.07 0.24 0.31 - 17-18 2315 0.29 0.24 0.53 18-19 3443 0.43 0.24 0.67 19-20 3443 0.43 0.23 0.66 13-10-15 11-6.15 ]0-21 2721 0.34 0.23 o.se 1 2 3 4 5 6 7 8 9 10 11 21-]] 2643 0.32 0.23 0.55 22-21 2646 0.40 0.09 0.480 30-0-0 i O N88 FORCE CSI NSB FORCE CSI 2-13 1B5 0.08 7-18 -385 0. 2-14 -1032 0.70 8-18 -250 0. 3-14 -2712 0.93 B-20 -307 0.1 1-15 3299 0.50 9-20 826 ("1111 4-15 -1613 0.51 9-31 191 0.0 4-17 2044 O. B] 10-31 143 0.0 S-17 -1os6 0.14 10-22 lag 0. 0-6-1 3-4 5-18 1152 0.47 SLDRL -2857 0.65 S=6-6 14-0-0 -i X55-8=071�'A 12 13 14 156 17 18 1190 21 22 23 MAX DEFLECTION (span) : U999 IN MEM 18-19 (LIVE) L= .0.18" D= -0.29" T= -0.46" ===== Joint Locations 1 0-0-0 13 7-4-14 2 7-4-14 14 13-1-12 3 14-0-0 15 19-6.0 4 19.6-0 16 20.0.0 5 25-10.0 17 25-10-0 6 29-3-12 18 32-2-0 7 32-2-0 19 38-0.0 8 38-6.0 20 38-6-0 9 44-8-4 21 44-8.4 10 50-7-2 22 50-7-2 11 55. 8- 0 23 55- 8- 0 12 0-0-0 .T -12 6-5-11 I1-3-6 I SHIP J0 a / a TYPICAL PLATE: 1.5-4, OVER`3 SUPPORTS /.���� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. orYislu m :�•�..J a�ie; %� , WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. 0 JOB#: VI 6(E f- -Afl I ® T7ds de,igrr is /nr nn lndivldunl hvlldinx .....et,( campnrreru nm rnnrs ../mern. h has beta Mrsed nn .cpr•cffrmuuu provided hr dre M nm mooerurrr and done in nccnrdnnce u•irh rhe de,igrr Chk' CM '( ► T 20 rancor ,eninns n/TPI and AFPA 1 -d -d.,. No re.,lrnn.,ihiliry• fs n.,.mmcd %nr dimensinnnl nrrmrrn. Vhnensimr., m ro he -B7ed hp rhe rvun1x -1- mrd/nr Aui/ding dra�ipmrprinr ro lirhricnrinrr. 7'Ire hui/ding deci2ner 1 nxr:r.•nnin drrn the h.dr Dsgnr: EC rt, S S LJ . WESTERN WOOD usithednnrhi,d-i r-mlorereeedrhelrmdiugf,",-dhy,helm:rIb0ldingodenndrheprmicvinrnpplicnrimr The•designnssurnavhmrbrrnp,; 11 TC Live 16.00 psf DurFacs L=1.25 P=1.15 L, Inreml//• hmrrd by dm -f- prmr.rhenrhirrg mrd she brnrurn r: hard is /mnn/ry• hrnrcd hp n rigid shcrvhinx m int direrrry• naru:hed. rm/rvr "rhener.<e ®FABRICATORS led r7nrr:nrg.drnn,ri.,/nrlmrrnl,nppnrnlerrmprnrrn..mrr.rner,md/•orrrd reh rkRnglrrrurh. 'r7rt,rmr,prnerrr.d,,Ilmnh /dmedinmrl envimnmewdmnrNlcnv,erhemui.wurrrnnrrmn/rhruondtrrercxdl9?6nndhn•rr.recnnnenurpinrernrmsfun.h'nhirne,hnnAlr'f'r'o"l/ TC Dead 16.00 psf Rep Mbr Bnd 1.15 BC Live 0.00 psf O.C.Spaeing 2-0-0 and hmce Uds rruv hr rtccurdnuce e•ish drrJbllow•ing.trnndnr4s: 'JOINT DETAIL S' by hT sun1.:9NSld'Pl 1: 'IVTC%1 V. IVrmd Truss (l,-il 9J'Amer7rnSYmrdardIXvgn Reslxrrrdhililiex'IM NDLING INS7.ILL/Nr AND BRAC'1NG AIETAL 1'U 7E C'0NA%'CTF1j 1;'000 TR(AlEN, BC Dead 10.00 psf Design Spec LIBC-97 3700 RIEGO ROAD, ELVERTA, CA 05626 . (IIIA-91)mrd 'I11B-91 S(Bl1AfARY.SIIF-ET hp 7'Pl. Are T- Plnre hwirme (TPI) is lucmed m OX), f'in Orfve, A1ndin,n. 11'fermuln 33719. 77,e Anrer/cnn F-1 and P,,m, A,cm6.0 (41.7-A) is hrnrcd nr 1111 /9th Street. HIV, .1)e ROII IVnshh,y nn, 0C:0036, TOTAL 42.00 psf Seqn T6.4.12 - 0 .;r Job'Name: VICKERY RESIDENCE Truss ID: K21 Drwci: BRO Y -LOC REACT SIZE REQ'D TC 2x8 DFL 02 1 0- 1-12 352 3.50• 1.50• BC 2x4 DFL #1 2 13- 1-17 _ 3424 3.50• 3.28• WEB 2x4 DFL STANDARD 3 55- 6- 4 1540 3.50• 1.64• SLIDER 2x8 DFL #2 BEG REQUIREMENTS shown are based ONLY PLT BLK 2x4 DFL STANDARD r on the trues material at each bearing PLATE VALUES PER ICBO RESEARCH REPORT #1607 MRO-HANOER/CL1P+ NOTE Mark all interior bearing locations. l 3 •TRA29 CAUTION - persons Installing trusses should Support_Coanectioa(a)-/Ranger(s) are retain a local engineer for proper lifting, not designed for horizontal loads. handling and bracing per TPI/HIB-91. SHE SIMPSON CATALOG PLATING BASED ON GREEN LUMBER VALUES. FOR ADDITZONAL INSTALLATION NOTES TC FORCE AYL BND CSI 1-2 1812 0.19 0.28 0.47 2-3 1795 0.20 0.25 0.45 3-4 3072 0.40 0.48 0.88 4-5 -2470 0.05 0.49 0.54 5-6 -3695 0.12 0.13 0.26 6-7 -3695 0.12 0.20 0.32 7-8 -3695 0.12 0.22 0.34 8-9 -3121 0.09 0.27 0.36 9-10 -2590 0.03 0.11 0.14 10-11 -115 0.00 0.09 0.09 BC FORCE ASL END CSI 12-13 -1669 0.03 0.22 0.25 13-14 -2122 0.03 0.32 0.35 14-15 403 0.04 0.37 0.37 15-16 403 0.04 0.74 0.28 16-17 403 0.04 0.76 0.30 17-18 2559 0.32 0.29 0.61 18-19 3798 0.48 0.29 0.77 19-20 3798 0.57 0.10 0.67 20-21 3799 0.48 0.21 0.68 21-22 2647 0.33 0.21 0.53 22-73 2402 0.29 0.15 0.44 NEB FORCE CSI NEB FORCE CSI 2-13 -389 0.05 7-18 -428 0.10 3-13 840'0.34 8-18 -129 O.Ir 3-14 -1728 0.50 8-20 214 0.0 4-14 -3908 1.00 8-21 -853 pt„sJ3ll 4-16 255 0.10 9-21 796 0.3 4-17 2361 0.96 9-22 -309 0. _ 5-17 -1009 0.24 10-22 330 0.13 0_6-13"4 5-18 1313 0.53 SLDRL -2688 0.41 11-10-15 1 2 3 F Web,bracing-required ateach-locatlon "shown � ®}See standard details (7X01087001.001). •[PM]=PLATE_MONITOR_USED-See.Joint,Report'• Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Install Interior support(s) before erection. Drainage must be provided to avoid ponding. Continuous lateral bracirig'atfached to flat �TC as indicated. Lumber must be structural) .,grade. Brace @ 24"o.c. unless noted.,- %- -per the following scheduler'_' • J' MX D.C. from, to �C3 YTCf 24.00" 11-10.15 46-0:'0 Required-bearing-wldttis and bearing areas apply when truss not supported in a hanger. UPLIFT REACTION(S): Support 1 -227 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = 8 Bldg Length = 90.00 It, Bldg Width = 54.88 it Mean roof height = 11.30 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 9-6-15 4 56 7 8 9 10 11 34.0-0 -4.00 S=6-6 14-0-0 1 (0 MAX DEFLECTION (span): U999 IN MEM 18.19 (LIVE) L= -0.22" D= -0.35" T= -0.57" ===== Joint Locations 1 0-0-0 13 6.4-14 2 6.4-14 14 13.1-12 3 12-0-0 15 19-5-3 4.19.9-3 16 19.9-3 5 26-6-6 17 26-6-6 6 27-3-12 18 33-3-10 7 33-3-10 19 38-0-0 8 40- 0.13 20 40- 0-13 9 46-0-0 21 44-10-4 10 51-7-2. 22 51-7.2 11 55- 8- 0 23 55. 8- 0 12 0-0-0 T 5-9-11 x-3-6 I SHIP Q. 12 13 14 156 17 18 19 20 21 22 23 .� QF�- TYPICAL PLATE: 1.5-4 bVER'3`SUPPORTS, 004� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. dEga e: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. <J013 - VluK ®a,,nrnx d,xi ar lx Por rm /ndroldanl nn;mirrg r r,,,/ roe... m.. nvu x/.aenr. n h- heel brr..ed m, .vl erinrnrin„s pn,",ded a.• dre r n„rill...•m ...a I..r''nre1' C hk: CM $ $ 2 : K21 and dnue ina-dnn- .*h rhe ...... verxinnsn%TPI andAPPAdemgnr ndnrdc. .Vu rrc/rur.cih;l;ry• fc nxsunr,d fr,r d;mensh-1a--e •. Iliurmrcinrr.. be -ri&d hp he a pare.. mnnuta-mr m,d/rr building dmip er prior sr. fnMir .On. 7h, buil.ling de,igrlu mart nrcennin rhm rho Inndr Dsgnr: EC ' WESTERN WOOD "tithed nn IN, desig r mor nr ercr ed she lmrding imp -ed hr the Inrn/ building rude and she prtnirulnr ,pplwnlinn. The d,sie,, accum,.c 1h rho mp rhmd > > 1 I xrtndthebn,t r chordixlme-14,b.-dhrnn dshenrhin TC Live 16.00 psf DurFaCs L=1.25 P=1.15 is Inemll • Amr:rd h •she mo'nr Irmr.dmmhfn gi g nuuerinl direnh• nrrnrlmd, unfccs udrera�iec P nerd. 0rnrIngshn-Isfor/mernLxuN.-ynrr.npmmn.... hcnnnl/vu,rduixhuckliug/cngrh.'1'hi.vorrgmncroshnllunrM:pinrer/innrnv TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS envlmnmemshnr•ill-, Ill am.r is- rnulcmofd,cu dme.ceedIM d/rrr....ccrnnn.'...1,1 rm,....;nn. F,,b,;rme.I //.rn„nn BC Live 0.00 psf O.C.Spaeing 2-0-0 and bmce this nun in nernrdinice %Ilh the fidluuing sin lardy 'JOINT OETAII L hr I*nm,n/.;dN.1•/?Y/ I: 'IV)'C'A P. 11'nnd Trvcc Comrril n%,1me•icn S'/nndnrd lkdgr,R,epnrrdhilid-'/IANDI./NG INS'TAGUNCA,.iNDBWING Alh'TALI/A7'F.C'ONNr;C'TF'l)WOOD TRI.CS:\'L•'J" � BC Dead 10.00 psf Design Spec UBC -97 ]700 RIEGO ROAD, ELVERTA, CA 85826 (/11R 911 m,d'll/R 91 .1UM1fMAIt r SIIh'FT' hr TPL %7ic T vss I'fnre h.,irule $ rPh isfi" r d nr lTlhrol'ia Oltrv.•. Alndi. ,,. Ili.. ona;n Sl719.. the Americnn l•irrcv nnJ/'aper Avncimiml OlFP.fl isl;rrnredmlilt Ilrh.lYrrrr. ,VIV. Sze .vllrl. 111nc1.iny W, TOTAL 42.00 psf Segn T6.4.12- 0 me: VICKERY RESIDENCETruss ID: K22 DrwOC REACT SIZE RSQ'D TC 2x6 DFL #2 FB Plating spec : ANSI/rPI - 1995 t1hls design-based-onchord bracing applled 12 326 3.50• 1.50• BC2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF -per tthe following schedule:_ - 1234923.50• 3.35• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. ��ma'x.o.e.., from:"tto 4 1523 3.50+ 1.62• 2x4 DFL #1 4.17,5-19 r PLATE VALUES PER ICBO RESEARCH REPORT #1607. IrTC� 24:00' 8-10.1548-0-0 MENTS shown -are based ONLY SLIDER 2x8 DFL #2 Loaded for 10 PSF non -concurrent BCLL. 4Requlred bearing_w.idths and bearing areas onthe truss -material at each bearing PLT BLK 2x4 DFL STANDARD Mark all Interior bearing locations. apply when truss not supported -In -a -hanger. iRG-HANGER/CLIP NOTE CAUTION • persons Installing trusses should 3 -THA29 Install Interior support(s) before erection. UPLIFT REACTION(S) : retain a local engineer for proper lifting, Drainage must be provided to avoid ponding. Support 1 -263 ib Support"CoanecEfon-(s)%Hanger (s) are handling and bracing per TPI/HIB-91. Continuous lateral -bracing -attached -to -flat This truss Is designed using the not designed for horizontal loads. PLATING BASED ON GREEN LUMBER VALUES. �TC as Indicated. Lumber must be structural UBC -97 Code. SHE SIMPSON CATALOG grade. Brace @ 24",o.c. unless noted. Bldg Enclosed = Yes, Importance Factor = 1.00 FOR ADDITIONAL INSTALLATION NOTES Truss Location = End Zone BC Dead 10.00 psf Design Spec UBC -97 Hurricane/Ocean Line = No , Exp Category = B TC FORCE ABL BND CSI Bldg Length = 90.00 ft, Bldg Width = 54.88 1t 1-2 1848 0.23 0.20 0.43 The Amerirnn Firrcrl nud Petmr A.urrchninn (APPA) is I -ed m lI l! 191hStreet. NIV, Se MO. 11'n.rhinxmn. IJC 201136. Mean roof height = 10.97 ft, mph = 80 1-3 1822 0.23 0.18 0.41 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 3724 0.48 0.40 0.88 4-5 144 0.02 0.40 0.47 5-6 -2619 0.06 0.16 0.22 6-7 -4215 0.16 0.17 0.32 7-8 -4715 0.16 0.17 0.32 8-9 -4715 0.16 0.18 0.34 MAX DEFLECTION (span) : 9-10 -4575 0.18 0.24 0.43 U999 IN MEM 20-21 (LIVE) 10-11 -3816 0.13 0.14 0.27 L= -0.28" D= -0.45" T= -0.77" 11-12 -2347 0.07 0.11 0.14 12-13 -71 0.00 0.04 0.04 Joint Locations BC FORCE ABC ' 1 0-0.0 14 0-0-0 14-15-1705 0.0011 0.2244 0.2266 2 5-4-14 15 5-4.14 14-16 -2139 0.03 0.37 0.39 3 10-0.0 16 13-1.124 16-17 -3585 0.08 0.37 0.44 13- 1-12 17 19- 5-14 17-18 126 0.01 0.70 0.71 5 19.5.14 18 20.0.0 18-19 126 0.01 0.24 0.25 6 25-9-15 19 25.9-157 19-10 7756, 0.35 0.24 0.59 29-3-12 20 32.2.1 20-21 4603 0.58 0.24 0.82 r 9-10-15 I 7-6-15 8 32.2-1 21 38.0-0 21-22 4603 0.58 0.20 0.78 1 2 3 4 5 6 7 8 9 10 11 1213 9 38.6- 2 22 38-6-2 22-23 3887 0.49 0.27 0.76 10 44-10-4 23 44-10.4 23-24 7541 0.31 0.27 0.58 U 38-0-0 11 48.0-0 24 52-7-2 0 52-7.2 24-15 2158 0.28 0.17 0.45 12 25 55.8-0 S=6-6 8-12 13 55-8.0 WEB FORCE CSI NEB FORCE Csr 8-12 +••4-1 0�::4-8 4-5�-:_3_ 3,5_ 2-15 -344 0.04 8-20 -386 0.01 3-4 _ _ _ _ _ _3__5-4_ 12-12 T 3-15 748 0.30 9-20 -441 03„3JT11y 1-5+ - a 4-8 3-16 -2057 0.84 9-22 -224 O.0}} 1_11 4-16 -2749 0.38 10-22 769 0.34- = 3-4 T _ y1-3 I 4-17 3868 0.58 10-23 -675 0.12 0-6-1 3.5-4 4-10 3-10 3.5-10 S=MX/5-12 J SHIP 4-5 1 5-17 -1628 0.28 11-23 1513 0.67, 3- S=4-5 3.5-4 3.5-4 -" 5-19 2800 0.42 11-24 -481 0.21 6-19 -1127 0.19 11-24 446 0.18 6-10 1630 0.66 SLDRL -2533 0.74 13-1-12 -�/•;.: '..-���" "' '�; � , TYPICAL PLATE: 1.5-4 VVtK $ JUYYVK I5 %IF All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Cale: 3/32" = 1 r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB tr-VICKERY This design isfnr nn indNidun/ huildinx -m ...... ... r rrvas.n:nc.n, /I hm heen hosed mr.rpecifrminns provided be d,e rnurprn¢nu mnnu(ncm,er Chk: CM �/ ® mrd done in ­­&­u•irh he rurrem ven. inns pfTPl andAFPA dcsig s»urdnrdx Nn rrsprmsibiliny is acru.ned for diu,ersinnnl nrrvrm:r. Dlrncnr/rrr,.r Truss I D . K22 nrr In be verified by rhe rnmprumrn mm�u(ncrurcr nud/nr hvildiux deaigrrcr prior In (nh,irn,iun. 'l'he huildinx r7rrilnmr mull n.arcrrnin Nrnl the lunrh Dsg n r. EC WESTERN WOOD ori/i:�nnlhisdrrixrn,eernr reed the hwdinxhnprrsedbyfhch rdhuildh,x­de nndrhepmsirvinrnpplirnriur,. 7'hedesrxn.�.aume..1 ,be rnprh",d TC Live 16.00 psf DurFaes L=1.25 P=1.15 is lnremlh• hrnced by rhe e»r/ur frnrr xhemhirrx .,,d be broom chord i.r lmcrnlly hrnced hp a rixid.dmrnhinx uunerinl direaly nunnc,-d. nd-s mhereise ®FABRICATORS »led. 11-Mg.sh-,lrfrrI ernl.rnpprrn )'cnmpmenLrmenlrennnh rnreducehucklinxlenxrh.7Trircrunpmcm.rbdlnnIhept-edinmp• e,�i»,r�e,»dminill rrrr..rerher Ii.rlu...... 1e»r,/d,e+.r�d�r�rrrrdlr m,drrrrr.,. rrhrirme.I die.inrrnll TC Dead 16.00 psf Rep Mbr Bnd 1.15 r»r»er�rpinrerm,,,.rir»,. BC Live 0.00 psf O.C.Spacing 2-0-0 mrd bm.e This nvss in m -,dance e'irh the r.1h,.*1g s1andards: JOINT 1)ErAILS''h)' T' unl. 'ANSLTPI i', 'IITCA V. IF Trvcr Cnuoril ofAmerirn S7nndnrrl/h.sign Rertorrslhiliric• 71ANDLING lN3TALLINGANI)RRACINGAfhT.I1,/'LITr: CONNF-CTFU WOOD 771t/\;S1,'S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . pllR-9I/ and'/!/R-V/ SI/AIMARY,CI /h.'ET'hr TI'/. The T .v P/me Irrrrirwe /TPII [r Inco ed er V'0 fi-m bei- Ahdismr, rvisr:rmrm 337/9. The Amerirnn Firrcrl nud Petmr A.urrchninn (APPA) is I -ed m lI l! 191hStreet. NIV, Se MO. 11'n.rhinxmn. IJC 201136. TOTAL 42.00 psf Seqn T6.4.12 - 0 Job. Name: VICKERY RESIDENCE Truss ID: K23 Drw : ORO Y-LOC RRACT SIZE Rz0' D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 Thls-design-based on chord bracing applied 1 13- 1-12 5053 3.50• 2.32• 2x8 DFL #1 2-5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule.: r 2 27- 3-12 3445 ].50• 1.50• BC 2x6 DFL #2 MULTIPLE LOAD CASES. maxo.c.T,from.x to 3 46- 8- 4 .3400 3.50• -50^ Install Interior supports) before erection. Mark all Interior bearing locations. Requlred-bearing wldths-and bearing areas ERG REDO SHENTS shown are based ONLY ++++++♦++♦++++++++++++ CAUTION-persons Installing trusses should apply when truss not supported In a hanger. on the true_a material at each bearing Nail pattern shown Is for PLF loads only. retain a local engineer for proper lifting, UPLIFT REACTION(S): BRG HANGRR/CLIP ,NOTS'� Concentrated-loads-MUST-be distributed-to handling and bracing per TPI/HIB-91. ort 4 -4 Ib 4 LOS26-2 each ply equally. On multi-ply with hangers, Drainage must be provided to avoid ponding. s-truss Is designed using the 'support Coanecti a (el /Ranger (s) are use 3" nalis min.-into-the carryIn ember. Permanent bracing Is required (by others) to UBC-97 Code. not designed for horizontal loads. For more than 2 ply, use di to al,fasten- prevent rotation/toppling. See HIB-91 and Bldg Enclosed = Yes, Importance Factor = 1.00 SBE SIMPSON CATALOG ers as Indicated from the back p s, or use ANSI/TPI 1-1995 or ANSI/TPI 1-2002. Truss Location = End Zone FOR ADDITIONAL INSTALLATION NOTES any other approved detail (by_ot_ rs) Continuous lateral bracing attached to fiatay Hurricane/Ocean Line = No ,Exp Category = B +-++`f+++++*+++++++++ ++ TC as Indicated. Lumber must bestrucluralr, Bldg Length= 90.00 ft, Bldg Width= 54.88 ft TC FORCE AXL BND CSI PLATING BASED ON GREEN LUM R VALUES. grade. Brace @ 24" o.c. unless noted. r+ Mean roof height = 10.63 ft, mph = 80 OL- 1 81 0.00 0.28 0.20 2-PLYI Nall w/10d-COMMON; stagge d(perND� End-verticals-designed-for-axial-loads-only. UBC Standard Occupancy, Dead Load = 26.0 psf 1-2 2167 0.13 0.11 0.24 1 In: TC- 2/ft BC- 2/ft WEBS- 2/ft Extensions above or below the truss profile----------LOAD CASE #1 DESIGN LOADS---------------- i --------------• - 2-3 2568 0.14 0.58 0.72 Left Overhang(s) are not to be remove (if any) require additional consideration Dir L.PIf L.Loc R.Pif R.Loc LL/TL 3-4 7176 0.39 0.58 0.97 OVERHANGS) MAY BE SHORTENED TO 3" MAXI (by others) for horiz. loads on the bldg. TC Vert. 64.00 - 4- 0. 0 64.00 0= 0. 0 0.50 4-5 3523 0.14 0.25 0.38 Left Overhang-Soffil-loading'=�0.0 psf~ `�---�,% TC ert 64.00 0-0-0 64.00 8-0-0 0.50 5-6 3523 0.18 0.43 0.61 TC ert 155.33 8-0.0 155.33 55.8.0 0.50 6-7 2279 0.15 0.43 0.57 B Vert 48.54 0-0.0 48.54 55.8.0 0.00 7-8 -1935 0.00 0.25 0.25 P .. ype... lbs X.Loc LL/TL 6-9 -1820 0.00 0.25 0.25 Vert 255.2 8-0-0 1.00 �/ �e VOR 255.2 8-0.0 0.00 9-10 -1820 0.00 0.32 0.33 ( / 10-11 1710 0.11 O.l] 0.43 11-12 385 0.00 0.16 0.17 MAX DEFLECTION (span) BC FORCE AXL HND CSIA4, U999 IN MEM 19-20 (LIVE) 13-14 -2002 0.00 0.15 0.16 /� f/ a L=-0.04" D=-0.07" T=-0.11" 14-15 -6859 0.07 0.31 0.38 ((,// LL MAX DEFLECTION (cant) : 15-16 -3723 0.01 0.31 0.32 U823 IN MEM 13.14 (LIVE) 16-17 -3723 0.01 0.09 0.10 y L= -0.19" O= -0.31'• T= -0.50" 17-18 -2156 0.00 0.22 0.22 (( 18-19 1860 0.10 0.21 0.31 7-10-15 Joint Locations 19-20 2046 0.13 0.11 0.24 1 2 3 4 5 6 7 8 9 10 11 12 20-21 2046 0.13 0.06 0.19 2-PLYS' 1 0-0-0 13 0.3-1 21-22 -1453 0.00 0.19 0.19 47-0-0 2 3-1-1 14 7.3-12 21-23 -444 0.00 0.19 0.19 REQUIRED 0 510# 0 3 13- 1-12 15 13- 1.12 4 20.2-12 16 19-4-8 23-24 71 0.00 0.07 0.07 3.5-4 3.5-6 5 26.2.0 17 20-2-12 NEB FORCE CSI NEB FORCE cs 6- �,••�3.5-10 _ 5-8 . =6- 4-6�-3:5 ----S=6-6-----3:5-4'-^3r -4 6 27.3-12 18 27' 3'12 3-14 -1594 0.09 8-19 -357 0.0 - - - - - ---- _ - 7 33.9-4 19 33.9-4 3-1-11 351 8 40-2-12 20 39-4-8 3-14 4631 0.94 8-21 -977 0.0 = i __._ „ �J J 2-5-11 9 45.2.0 21 40-2-12 3-15 -3130 0.18 10-21 3442 0. 0.6_13-4 r 3.5-10 ( S=6V27-3-12 13.5-4 S=6-6 l l 3.5-4 M 4-15 -4759 0.62 10-32 -2180 0.12 ,' I SHIP10 46.8-4 22 46.8-4 3. 3.3.5-6 3.5 4 3-4 11 51-1-4 23 51-1-4 4-17 853 0.17 11-22 -1824 0.13 t 12 55-8.0 24 55.8-0 6-17 1743 0.33 11-23 365 0.07, 6-18 -1743 0.09 12-23 -434 0.07 t 13-0-0 46-8-47-18 -3964 0.45 12-24 -495 0.037-19 430.0.10-0 �I t2` Ji to A %7 Zrecededby 14 15 1817\per 19 2�1 22 23 24 . \L `_ r Gi TYPICAL PLATE: 1.5.4 2oo/� OVER 4 SUPPORT-S7 -r All plates are 20 gauge Truswal Connectors unless18 gauge or •'H'• for 16 gauge, positioReport, unless noted. -- Scale: 3132" = 1 ° WA I N G Read all notes on this sheet and give a copy of it to a Erecting Contractor. Eng. Job: EJ. JOB#: VICKERY ,,,Lr der;Rr f,r nn mdNid-I huildmg rnmprmem nnnnru.r/•.rron. h host hear hrsed un .rperilirvninrr.r pn,,,ided hr rhe•...... mem mom nr rrr Chk• CM -Truss I D : K23 ® nrrd dnac in nc .nrdn,rr. ui✓r rlre ru,rerrr r•ers;nr,s u%7'/'l nn✓AFI1A d-ign sruu✓nnlr. N-1 un..ihilirr• r.r rrr..unrrrl.lu ;limenrinnr✓ nrrw'nr/ I uUirncr.,mu rem he Teri icd h • rim roar em mnrru nrnrrcr and/rr huildh, ,Iai mer r ,r m rh,ir:minn. 77�c huil✓;u d..,, un narer'rnrn rlmr rlrc lands r Dsgnr: EC J 1 !'un l R A /,'ir lr R grrcr r i WESTERN WOOD •nli:edmrthis✓-g-,a 1nr rc edrhelnrrdhsgnnl.,.mdhrrhe nrdldhrgrr,rlermddrrinnTrmtrrrnpparmir.n rhe va,rsrhrndrrmprha'''l TC Live 16.00 psf DurFaes L=1.25 P=1.15 L. lmern//� hrnred hr• rhe rmn/'nr /luur.nc�ndring and r/re /,,rrnr.r r burr/ it /me-Ily 1•r,rad h.• n rigid s/rcarh.... nrnreriod dhr ,r ,• nrrru:hed. urr/,,.... m/rcnr.rc "d. ifine;ng"I"e i.,fi,rinrernlxu/ ,nu%rwnpnrrnt.... o, hr•,vnnlrfuredurchucklinRlcnlgh. Thisraur/Nrncnr.rh,dI f :pinrr✓inurp TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS"'imnnrnnthnre•illruuselheami.rmrernnrtannlUre-.drr,erceedl9%nndArrrnrser"enermrpinrc•rnrmaiun. h}rhr;rma.hnnI/,!. 'OOlI BC Live 0.00 psf O.C.Spaeing 2-0-0 and hmce this e9ffi In ncan of rrce n•iih d¢ Poll- g sunrdnrds 'JOINT UETAIl,Y by inrsnrd. ANSI/TPI I', '11171CiI I' • Il and Tmc, C v-61 ofk-i-J7mrd-d/ksig,r Rcrpnnsihilirier.71ANOLI,VG INNTALLINGANO BRAC/NGAIFT-M W-I TEC'ONNEC7'I:D WOOD TRU.INEN, BC Dead 10.00 psf Design Spec UBC-97 3700 RIEGO ROAD. ELVERTA, CA 95820 . ////tl Vl/ mrd'//IR YI .�'UAIMARY.p//:F.1" hr 7'l'/, l'he T ver l'lnre /a rnru/e 17T!) i.c lrN.'nretl nr I)'lhrnFia Otis. Alar/i.sa,i. Wks 'nrrsru .1719. The A,nerirm, F,,e t mrd raper Asrucinem, G1Fl•A/ Is h,rmed nr /I// rod,.veer, NIP. .v' a anO, 0W hi„R1 ,. VC 20030, TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE BRO Y -LOC ARACT 9ZZH RHQ�D TC 2x6 DFL #2 1 0- 1-12 3052 3.50• 1.63• 2x4 DFL #1 2-4 2 19-10- 4 3052 3.50• 1.63• BC 2x6 DFL #2 BRO REQDIRR74HNTS shorn are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing Drainage must be provided to avoid p6nding. Permanent bracing Is required (by others) to TC FORCE AYL BND CSI prevent rotation/toppling. See HIB -91 and 1-2 -7285 0.02 0.24 0.25 ANSIrrPI1.1995orANSI/TPI 1-2002. 2-3 -9586 0.28 0.42 0.70 C5ntlnuous-lateral'bracing-affached-to-flat,, 3-4 -9586 0.28 0.42 01.70 TC as Indicated. Lumber must be structural 4-5 -7285 0.02 0.24 0.25 graO;Brace_@ 24,,o.c _unless noted. `PLAdTING BASED ON GREEN LUMBER VALUES. BC FORCE AXL BND CSZ 4�.'� +�_♦^+_ + a +.+ +.+-+ + } i + a a 6-7 7892 0.48 0.22 0.70 Designed for 4.7 K lbs drag load applied 7-8 8173 0.47 0.29 0.76 evenly along the top chord to the chord 8-9 8173 0.47 0.29 0.76 @ ea. bearing (unless noted), concurrently 9-10 7892 0.48 0.22 0.70 with dead + 0 % live loads. D.F. = 1.33 Horiz. reaction = 4.7 K lbs. ea. bearing. NEB PORCH CSI NEB FORCE CSZ Connection (by others) must transfer equal 2-7 1070 0.22 4-8 2635 0.50 load to each ply (or add-on) shown. 2-8 2635 0.50 4-9 1070 0.22 +++ 3-8 -704 0.04 Truss ID: N Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Nail pattern shown Is for PLF loads only. Concentrated loads MUST be distributed -to each ply -equally. --On multi -ply with hangers, use 3" nails -min. into the carrying member. ,use more than 2 ply, use additlonal-fasten, ers as`Indicated from the back plys, or use rany other approved detail (by -others). 2,P,LYI Nail w/10d_COMMON ; staggered(per NDS) in: TC- 2/ft BC-2/ft WEBS- 2/ft J n 7hls de"sign based'on-chord-bracing applied per the following schedule: _.--^•-� 7cmax ox.- from to �J C---m-24:00'V.5-10-15 14. 0- 0 This truss Is designed using"the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 20.00 ft Mean roof height = 10.30 ft. mph = 00 UBC Standard Occupancy, Dead Load = 26.0 psf ----------LOAD CASE #1 DESIGN LOADS -------------- Dir L.Plf L.Loc R.Plf R.Loc LL rrL TC Vert 64.00 0-0-0 64.00 6-0-0 0.50 TC Vert 128.00 6.0-0 128.00 14. 0. 0 0.50 TC Vert 64.00 14-0.0 64.00 20-0-0 0.50 BC Vert 190.00 0-0-0 190.00 20. 0. 0 0.30 ...Type:.. lbs X.Loc LL/TL TC Vert 128.1 6-0-0 1.00 TC Vert 128.1 6-0-0 0.00 TC Vert 128.1 14-0-0 1.00 TC Vert 128.1 14.0.0 0.00 � 1 5-10-15 I 5-10-15 2-PLYS'*� 1 2 3 r 4 5 REQUIRED 0 8-0-0 O 256# 256# /20=0-0 MAX DEFLECTION (span) U999 IN MEM 7-8 (LIVE) L= -0.15" D= -0.24" T= -0.38" ===== Joint Locations 1 0.0.0 6 0-0.0 2 5-6-12 7 5-5-0 3 10-0.0 8 10.0-0 4 14-5.4 9 14.7-0 5 20.0.0 10 20-0.0 T 2-5-11 SHIP I0-6-1 / 6 7 8 9 10 Ala q �f / -sl 004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. ,f ' . A Scale: 9/32" = 1 � 4'4 �^ 1 µ WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ^glb:rEJ• T_ , JOB#: VICKERY 17,8 desigrrl.?for nn ineividunl huildinR amy,onem nm rrva srcrem. hhn.r Accu nr„re nn.cpeci�rminns provided hr ,be runymnem mnnu(nrmrer ,r �,•' ® and done in ncrordnnre .•nn me rn.,r,n rrninr,r of rrl m,d.IFr.t dcsig,r dnrer. Nn ,rs7xnsindi,T ;, nrrnmed I,r dimenirmnl r,re„rm:5. nhne,,.r/unsChkCM ay Truss I D : N ore m he vcri/led n7 dm r...... mens ,nnnufnrrmrr nud/nr huildinR dexixnrr prin rn /,hr•;r , „r. The hni/rcn.g d� i:,,er....r„ ­rrnh, rhr• lnndr Dsgnr-. EC WESTERN WOOD mil/red on d,Lr desig r meet nr escecd rhe loading imposed he Nrc torn/ hw/dinR rode and dre 1r 1,n 1 applicu,;on. 77,e design nasumcs dun rite rhnrv/ TC Live 16.00 psf DUTFBCS L=1.25 P=1.15 Is lnm,r by h, d by nc� mnfor /lnur.shenrhhrg and rhe hrnnnn chord is Inrmrd/p hrarcd Iq. n rigid.dundr/ng uvncrinl Jirtev1' olrnrhed. codes. ,h, .-i.<e roved. RrnrhrR.hn••nlrR,rlmeralsalpnnrfrrml r,mmxmer�ne..roti, rrrreereeAnrAhr,gle„g,lr. rni..rn,npnr,e,n>nrdlnm7••/,/nrndo,rmy TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORSnr,„,n,ne,arnnrwin nn.eree,nni,rnrrrn,uerrn,imc,rt,rd,,n reeelr;mreirrrn,crn..necr....P1n, ,..inn. r;,h,irr„e7 .hm,dle.ir,,,nll HU Live 0.00 psf O.C.Spaeing 2.0-0 and brnce Uris nvss in rrernremme wid, rhe /i,llnu'lug.Vmrdardc 7O1NT OF7rl//S'Ar f unad. SIN./'1//'/'I I', 'IVT(7I 1'. IVnml7*,-Cnunril nfAmericn1;I ndnrd Uesil;rr Rcsprmslh!l;riec 11ANULIAWINSTALIJNGAM13 RRACLVGAIF.TAL P1,17'F CU,VNAYT/iV WOOD TRUSES' BC Dead 10.00 psf Design Spec LBC -97 3700 RIEGO ROAD, ELVERTA• CA 95826 - 0118-y1! nnd'1118.91 1'UAWARY 1'IIEFT hl' 7N.. 'Are T, a rinre 1ovim,r (Till) is formed m D'0mfrio Dri.r. AI lisuo. IViscnr,,Im 57719. The AmeH/ Forear and P,,per Asn, hoim, e.4FPA1 isJnrn,ed nr I/ I I 19d,.V,, c,. A'll; .S1ry x017. IVr,.111ingmn. W: 'OOJ6 TOTAL 42.00 psf Segn T6.4.12 - 0 Job Name: VICKERY.RESIDENCE Truss ID: P1 Drw : BRG 1 Z -60C REACT sI2a REO'D TC 2x8 DFL #2 0- 1-12 1096 3.50• Platin spec : ANSIrrPI - 1995 - 9 P "'• - " This design based on chord bracing applied 2 2 1.50• 2x4 DFL #1 2-0 12- THIS DESIGN IS THE COMPOSITE RESULT OF or -'the -fol schedule: ; - 6-12 1096 3.50• 1.50• BC 2x4 DFL #1 MULTIPLE LOAD CASES. max o.c• from--- rom'= to BRO REQDIREM NT3 shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 01607. 'TC _2 1._00-3-10-115 .818,11 on the trues material at each bearing Permanent bracing Is required (by olh6s) to Drainage must be provided to avoid ponding. This truss is designed using'the nnllscdnnmradea;g.,n«.nrr,ceedurelm.dh,u;n..,.,edhrnc�lnrnlnnimn,u mle.mdrhel.rnr.dnrnpp/rrn."'(/ Thede..;gnn.,an,marl,.,,rr,em„rl,m,l prevent rotation/toppling. See HIB -91 and [Continuous'lateral bracing attached to flat r.' UBC -97 Code. TC FORCE ASL END CSI ANSIrTPI 1-1995 or ANSI/TPI 1.2002. 1 TC as Indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -1649 0.01 0.09 0. io PLATING BASED ON GREEN LUMBER VALUES. grade..Brace @ 24" o.c. unless noted:-"� Truss Location = End Zone 2-3 -2394 0.10 0.25 0.35 NOTE: BOTH OVERHANGS -DO NOT WORK UNLESS Hurricane/Ocean Line = No , Exp Category = B 3-4 -2394 0.10 0.25 0.35 OTHER PROVISIONS ARE MADE (PER THE BUILDING Bldg Length = 90.00 IL Bldg Width = 13.00 ft 4-5 -1649 0.01 0.09 0.10 DESIGNER) TO REDUCE THE OVERHANGS STRESS/ Mean roof height = 11.90 ft, mph = 80 77mArnerirnn/•imtlnrrdl'n/,erA.c,ncinnmrrAF1'47ialrxnrednr ill/ 19M.Surel. NIV Srexng IVadrh.crm,. nC:r7nr6. TOTAL 42.00 psf DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE ARL END CS1 Maximum Unsupported Left TC OH = 3-10.9 ' -----.....LOAD CASE #1 DESIGN LOADS ---------------- 6-7 1527 0.23 0.09 0.32 Dir L.Plf L.Loc R.Plf R.Loc LLfTL 7 - 8 1577 0.24 0.13 0.36 TC Vert 64.00 0-0-0 64.00 4-0-0 0.50 8-9 1577 0.34 0.13 0.36 TC Vert 96.00 4-0.0 96.00 8-8-8 0.50 9-10 1527 0.23 0.09 0.32 TC Vert 64.00 8-8.8 64.00 12-8.8 0.50 • BC Vert 30.00 0-0-0 30.00 12-8-8 0.00 WEB FORCE CSI WEB FORCE CSI _ lbs X.Loc L 2-7 97 0.06 4-8 844 0.34 TC Vert 43.7 4-0.0 OL 2-8 844 0.34 4-9 97 0.06 TC Vert 43.7 4.0.0 0.00 3-8 -364 0.04 " TC Vert 43.7 8.8.8 1.00 TC Vert 43.7 B-8-8 0.00 MAX DEFLECTION (span) : U999 IN MEM 7-8 (LIVE) L=-0.05" 0=-0.08" T=-0.13" ===== Joint Locations 1 0.0-0 6 0-0.0 3-10-15 i 3-10-15 2 3.6.12 7 3.5.0 3 6.4-4 86-4-4 1 2 3 4 5 4 9-1-12 9 9-3-8 F- .00 87# 4-8-8 87# 5 12-8-8 10 12-8.8 3-/ 4 4-0-0 4-0-0 i P12"-88- r 6 7 8 9 10 TYPICAL PLATE: 1.5-4�, / ,�o,� 3/18/2004 1 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, Aiess not§dA � .;L' �� '^ Scale: 1/4" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor Eng Job'* OE JOB#: VICKERY TIA, dedg,r L, l.,r nn iudividunl huRdmg h M., Mcr, N,. -0 fif ® r ..... rn,num .... rrva.avvcur. d nrr .,/rr;lirminn., p..n•ulyd hr nc,, ruuq•m.•.. mrum/:u nv.rr -si dnrm In neer„ /nnrc uirh Nm runxm ,rralmr, rl'/and Ah7'A davg„ Nu SCM On Truss ID: P1 j srrmdard,. rrap.nc,ihiliry".. avcun.cJ /nr dimer:,nnnl nrcurm:r. IN. .,im,a nue ra be . fflc,d by rhe rnm xmem mrn,ulnr:rurer nndA,r hurlJ;ug de.,iA rer R,in. m (rhrirvni.m. 71re building rlcs;gr,a mu.,r n.,cennin rhm rhe Innd, N' _TC WESTERN WOOD nnllscdnnmradea;g.,n«.nrr,ceedurelm.dh,u;n..,.,edhrnc�lnrnlnnimn,u mle.mdrhel.rnr.dnrnpp/rrn."'(/ Thede..;gnn.,an,marl,.,,rr,em„rl,m,l LI a 4.0 �f DurFacs L=1.25 P=1.15 la /nrercrlly Am . ni hp de rcnlur /h,nr ahenrhing nnJ Tire h.n.nm rlrurd i., /n.em//r hrcrc:eJ by n rigid xhenrhi,.q n, •'int direerl,• anrtched. unlet. nN,enri.,e ®FABRICATORS mord. nmch,gann L,yrlmem/m„Inn.,lm,n.,,,e„e,memner..m,n•.n red rch ralinu/c,rg,h. Thi.,rmn„ nern.,h,dl„mbc,ph,-d;mm�• a,wrcnnne,n1has iI/cnr ,h,,motnurermne,uglThr•,ndn,�,reed/^onndi,rrnn.,eru,mecmr/In.erm,,,a; TC Dead 16fONpsf Rep Mbr Bnd 1.00 hlrbirmu.hm,d/e.i" ,.II crud hmce dds Oval in accurdnnre x•irh she lnlh-h g srnndard,: JOINT UET.•IILS' hr Tncnml. 'ANS?PI Il 'II'TCA IIVrnul 71-, ('ounril BC Live 0.00 psf O.C.Spacing 2-0.0 ofAmer(rn Srnndard Design. R,,,ponxrh/lrrlea, '!/ANDI.Ih'G /NAT,ICL/NG,IND RRA('IVI7 AIETIL PIA 777 CONN/?CTED WOOD VWXVITA•• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA. CA 05826 - (/llR•9q mrd 'll/N•9/ SUAIACARY A'/IF.b'r hl• 7'/'L The 71vsx Plnre• Inari.u.. /T/'l1 s lucmrd ru UO gil. 11,A, .1 fadi..nn. IV;scunW,, x.171 • 77mArnerirnn/•imtlnrrdl'n/,erA.c,ncinnmrrAF1'47ialrxnrednr ill/ 19M.Surel. NIV Srexng IVadrh.crm,. nC:r7nr6. TOTAL 42.00 psf Segn T6.4.12 - 0 "» _..• Job Name:. VICKERY RESIDENCE BC FORCE AXL BUD CSI 5-6 1151 0.17 0.08 0.25 6-7 1190 0.18 0.17 0.30 7-8 1199 0.18 0.07 0.25 WEB FORCE CSI NEB FORCE CSI 2-6 109 0.05 3-7 121 0.06 7-7 72 0.02 Truss ID: P2 Drw: Plating spec : ANSIlrPI • 1995 Ttils deslgn based o`n-cho'rd-braci%ig applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following -schedule: _, ia MULTIPLE LOAD CASES. ",-Max o.c: from to•" PLATE VALUES PER ICBO RESEARCH REPORT #1607. - Drainage must be provided to avoid ponding. .PLATING BASED ON GREEN LUMBER VALUES. 5-10-15 5-10-15 1 2 3 4 488 O • I ms -truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B ' Bldg Length = 90.00 f1- Bldg Width = 13.00 it Mean root height = 12.24 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 4-0-0 • i -4 MAX DEFLECTION (span) : 1-1999 IN MEM 6-7 (LIVE) L= -0.04" D= -0.06" T= -0.10" ===== Joint Locations 1 0-0-0 5 0. 0. 0 2 3- 6.12 6 3. S. 0 3 9-1-12 7 9-1-12 4 12.8-8 8 12.8.8 I3.9.11 D -6-1 - 1 w 5 6 ` 7 gJAW� TYPICAL PLATE: 1.5-4 r o c All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a Copy of it to the Erecting Contractor. ^9t_Joe ® This da«g,r Lc for «n h,dividunl hu//ding c«minn,enr rrnr rn,.cc s)•srern. /r hrec heerr hrurd rr,r s/ree'i/Icminr+s Jrrnvided h)• rhe rnnr/xunn« nrn•ulncrumr" nndd�ne in rrcr.«rdmrcc •.irh N+r ruacnr veninnc n/IPI and A6PA rfesih'n suurdvde ,Vn rec hilin• is n.cmmrd! r Jimen.,innrd ucr.•urnr v. Uimnn.anna '��' CM ore m he venpeAhp nc� cnm/x+nem mnnuf rmrr and/nr huildinx desig,mr prir+r rn (nM icnr;nrr. 71r huildh g d-ig-. n,un ....... j rhnr nc� lnndc Ds g n r: EC WESTERNWOOD milhrd nn this deeig r nrrer ur a¢ecd rhe lnnding imprsed Ar rlre !«rnf huilding code and nc� panirvinr npplicmimr. The rJecig r ucwnne,, rhnr rlre chord Is totem/h• hmced h)• rhe mrJ nrJ7rxrr,drenrhing n,rd rhe horrors r:hnrd ix /prem//r hrvrccd h)• n rigid shcnrh/ng nu«crin/ dirxrrl)• nrrnrhed. u,rlcss nrhen,,lse TC Live «urea nrnr;ng.d,n•,r it for lmcml xupp+ n/rrnn/nr„rnu nrrn,ne . torn• rn reduce n,rrkrr,g /engrn. %7dc rn...IN nrnr.drr,x nnr Mr phrcrd in rnr)• TC Dead ®FABRICATORSenvimmm�rrrrhrnn•u/rnu.,rrnr,nni..rrmr:nnrrnrqilhr+,,,ndrner 119?;nodi,taro..rrnrrnrr:rnr/dnrrr«,msi«n. lnroirr«r.hnndi. hr„«Jr and brace /his nose in «cc«rrlmrre n•ilh nc� (idfnu'irrg.vnndmd,: !10hVT /)F,r.41LC'hv T-11111. :IMVWPI V '11700 P. IYuud 71'rrsc ('nunell BC Live 3700 RIEGO ROAD, ELVERTA, CA 95620 rfdrne.icn .5'rnndnrd Ihcigrr ResJxrnsibi/irirs. 'IIANULhVG INS7rll.l.LVG ANl) ItItACI,Vq AIF.T.1l. Pl_A7F C'ONNF('TF.1) II'00/) i'RU.vSI(S' BC Dead • /l//n Y/)nod .\'/lMA/ARY.1%/f.'/:7" hr T/•/ %%c Tnu., /'/nrc /n n,rurr (7'/'/1 is /scored nr /im Urirc. Mndisnn, 11'i.,r„rr.,'i„ 53719, Th, A,urtnn, F-1 n„d Posts A.,. -4,16n11 011 -TA) is lucnrr.•d nr 11 I1 19,hS1-,. NIV..Gc• AINI II'n.d,ingtrnr. W-0016 TOTAL 3/18/2004 BRO X -LOC REACT SIZE RRg'D TC 2x6 DFL #2 Truss ID: P2 1 0- 1-12 870 3.50• 1.50• 2x4 DFL #1 2.3 0.00 psf 7 l7- 6-12 670 3.50" 1.50" BC 2x4 DFL #1 BR a REODZRRMENTS shove are baeed ONLY WEB 2x4 DFL STANDARD an the trues ,material at each bearing Contlnuous'lateral bracing attached (o flat }TC as Indicated. Lumber'ni`ust be structural igrad@."Brace TC FORCE ARL HND CSI @.24" o.c. Unl@SS noted_ 1-2 -1728 0.01 0.12 0.13 C • 2-3 -1250 0.04 0.55 0.59 3-4 -1278 0.01 0.13 0.14 BC FORCE AXL BUD CSI 5-6 1151 0.17 0.08 0.25 6-7 1190 0.18 0.17 0.30 7-8 1199 0.18 0.07 0.25 WEB FORCE CSI NEB FORCE CSI 2-6 109 0.05 3-7 121 0.06 7-7 72 0.02 Truss ID: P2 Drw: Plating spec : ANSIlrPI • 1995 Ttils deslgn based o`n-cho'rd-braci%ig applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following -schedule: _, ia MULTIPLE LOAD CASES. ",-Max o.c: from to•" PLATE VALUES PER ICBO RESEARCH REPORT #1607. - Drainage must be provided to avoid ponding. .PLATING BASED ON GREEN LUMBER VALUES. 5-10-15 5-10-15 1 2 3 4 488 O • I ms -truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B ' Bldg Length = 90.00 f1- Bldg Width = 13.00 it Mean root height = 12.24 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 3-4 4-0-0 • i -4 MAX DEFLECTION (span) : 1-1999 IN MEM 6-7 (LIVE) L= -0.04" D= -0.06" T= -0.10" ===== Joint Locations 1 0-0-0 5 0. 0. 0 2 3- 6.12 6 3. S. 0 3 9-1-12 7 9-1-12 4 12.8-8 8 12.8.8 I3.9.11 D -6-1 - 1 w 5 6 ` 7 gJAW� TYPICAL PLATE: 1.5-4 r o c All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a Copy of it to the Erecting Contractor. ^9t_Joe ® This da«g,r Lc for «n h,dividunl hu//ding c«minn,enr rrnr rn,.cc s)•srern. /r hrec heerr hrurd rr,r s/ree'i/Icminr+s Jrrnvided h)• rhe rnnr/xunn« nrn•ulncrumr" nndd�ne in rrcr.«rdmrcc •.irh N+r ruacnr veninnc n/IPI and A6PA rfesih'n suurdvde ,Vn rec hilin• is n.cmmrd! r Jimen.,innrd ucr.•urnr v. Uimnn.anna '��' CM ore m he venpeAhp nc� cnm/x+nem mnnuf rmrr and/nr huildinx desig,mr prir+r rn (nM icnr;nrr. 71r huildh g d-ig-. n,un ....... j rhnr nc� lnndc Ds g n r: EC WESTERNWOOD milhrd nn this deeig r nrrer ur a¢ecd rhe lnnding imprsed Ar rlre !«rnf huilding code and nc� panirvinr npplicmimr. The rJecig r ucwnne,, rhnr rlre chord Is totem/h• hmced h)• rhe mrJ nrJ7rxrr,drenrhing n,rd rhe horrors r:hnrd ix /prem//r hrvrccd h)• n rigid shcnrh/ng nu«crin/ dirxrrl)• nrrnrhed. u,rlcss nrhen,,lse TC Live «urea nrnr;ng.d,n•,r it for lmcml xupp+ n/rrnn/nr„rnu nrrn,ne . torn• rn reduce n,rrkrr,g /engrn. %7dc rn...IN nrnr.drr,x nnr Mr phrcrd in rnr)• TC Dead ®FABRICATORSenvimmm�rrrrhrnn•u/rnu.,rrnr,nni..rrmr:nnrrnrqilhr+,,,ndrner 119?;nodi,taro..rrnrrnrr:rnr/dnrrr«,msi«n. lnroirr«r.hnndi. hr„«Jr and brace /his nose in «cc«rrlmrre n•ilh nc� (idfnu'irrg.vnndmd,: !10hVT /)F,r.41LC'hv T-11111. :IMVWPI V '11700 P. IYuud 71'rrsc ('nunell BC Live 3700 RIEGO ROAD, ELVERTA, CA 95620 rfdrne.icn .5'rnndnrd Ihcigrr ResJxrnsibi/irirs. 'IIANULhVG INS7rll.l.LVG ANl) ItItACI,Vq AIF.T.1l. Pl_A7F C'ONNF('TF.1) II'00/) i'RU.vSI(S' BC Dead • /l//n Y/)nod .\'/lMA/ARY.1%/f.'/:7" hr T/•/ %%c Tnu., /'/nrc /n n,rurr (7'/'/1 is /scored nr /im Urirc. Mndisnn, 11'i.,r„rr.,'i„ 53719, Th, A,urtnn, F-1 n„d Posts A.,. -4,16n11 011 -TA) is lucnrr.•d nr 11 I1 19,hS1-,. NIV..Gc• AINI II'n.d,ingtrnr. W-0016 TOTAL 3/18/2004 .c Scale: 1/4" = V ,155J, JOB#: VICKERY Truss ID: P2 16.00 psf DurFacs L=1.25 P=1.15 16.00 psf Rep Mbr Bnd 1.15 0.00 psf O.C.Spacing 2. 0- 0 10.00 psf Design Spec UBC -97 Seqn T6.4.12 - 0 ' 42.00 psf 5-8-12 6_Y-4 1 2 3 MAX DEFLECTION (span) : U999 IN MEM 5-6' (LIVE) L= -0.02" D= -0.03" T= -0.04" Joint Locations 1 0- 0. 0 4 0.0. 0 2 5- 8.12 5 5- 8-12 3 11-11.0 6 11-11-0 6-6 2-7-7 4-4 SHIP T 2.5-6 ._.._..- - �J f I 1U 0-6-11 1.5-4 7" c, 35 i`. 0-7-8 -,,4 0-2-0 \ CMS- f��P STUB 5 STUB �1 r -C A\\F� .3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �`slv tf v;� Scale: 15/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.C . J E ��: '. }#: VICKERY rnl>de.ViXr,hrfrank,dNidnnlnnudn,Xe�n,/n,,,<r,rr,nnucl>)ca non>neenn,> 7nn../,er:r�r.r„hadedm•rh<r:nn,nnn„r,nnnrr%n<, <r ;f' t ® nndd�ne in nccrrrtlanre virluh<rurrem -im,s ?f TP/ nrrdAFPA d-igro n-dnrda Nn re1/nnarM1,hn• a nssu,ned(,r dunensuuml ncrwr,cy. Dimcr,ain,,.1 - Nj S"� I D: P 3 mh<verilledh)•d,e cnmrynrem mm�ufncmrcr nndhv he7/ding dcsi,rer,9nrmfr,hri,iThM1ilJididl Osgnr: EC '"�T,f a WESTERN WOOD "hli.<d< i..d<.d�,,n«rnr<. dd,<Inndh,xi,,,M--dol.,h<lrn:nlhrrddh,Xrnd<nnd,h<,,nrd,:"lnrn,,,dhn,;n,,. T,r<de>iArr <..,hnr,her,,,,r.,,nrd TC Live 16.00 psf D Facs L=1.25 P=1.15 G /m<m/I/• hn ced hp N,<rt'ornr,/lunnd,<nrhh g and rh<Mntunr cI-d it hi -1h• hrnred hT n r,gid,h-,hioX a wet ial dimrr/v rnmched, un/cc>� mhr.•,..•ise nnred. Hmei.,X.dmmvis(r/m-/-7'f mu%rn,nry,near.rare,nMeannl)�rnred,,-hurk/i,,eI-Xrh. This...... ,,,,.,hnl/,,,nlx,pinr:�•dm,"t'. TC Dead 16.00 psf ep Mbr Bnd 1.15 ®FABRICATORS rnvns,,nr<,nd,m+rdlcn.lern<,„r,ilrmrn„htnrnlIh,-Wn,arreedlF.;n„eh,r, ns<rn„nr.r.,n•,,ln,r.rn,.n>,nn. r;rn,;r,ne.hnndle.h udf BC Live 0.00 psf O.C.Spacing 2-0-0 turd hmce this vucr in nccurdmrce mill, rhe Jnllum•inR SI thirds: JOINT OETAI LS•' M1r Tw-f.:INSI/7'Pl I: '11TGI V. IVnad T w, Council _ n(Ame,icn S'rnndnrd LksiXrr Regxn,.rihi/fries. 71ANOUNQ/KtiTILL1NGANDBRAC/A'G A/ETI/.PIAT CONNFCTIiL) WCN)ll 7R1L1'Sh'S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, EWERTA, CA 95626 . /Il/R-9U nnd'1/IR•91 SUMMAR YS/IFET' by 77'1.. Th, D -I -lira hutinnr• /77'11 41 /"tared,, 11.0 tin 11,4- A!„d,>",,, tv; lrnnsin JJ719 The Anrer/rm,l7--,nndPrtmr A,Vanr;ialiunfAFI'4)I.,h-wd,n1111 Mrh Sbrrr. NIV. .cre wml 111-hinetn,,, DC IN6 - TOTAL 42.00 psf Segn T6.4.12- 0 Job Name: VICKERY.RESIDENCE Truss ID: P3 ' Drw: BRG 8 -LAC REACT SI2B RBQ' D TC 2x6 DFL #2 1 0- 9- 4 X97 3.50 1.90• BC '2x4 DFL #1 Plating spec : ANSIrrPI - 1995 This truss Is designed using the 2 12--12 9ott 3.50• 1.50• WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC -97 Code. BRG RBQDIREXSNTS sh0vrn are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICBO RESEARCH REPORT y Bldg Enclosed = Yes, Importance Factor = 1.00 #1607: ' on the trues material at each bearing Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = 8 T2 FORCE A00 615 c15 Bldg Length = 90.00 ft, Bldg Width = 13.00 ft -796 1-3 -796 0.00 0.15 0.15 Mean roof height = 12.31 ft, mph = 80 2-3 -790 0.00 0.19 0.19 � UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE AXL END CSI 4-5 697 0.09 0.13 0.22 " 9-6 697 0.09 0.13 0.22 WEB FORCE CSI WEB FORCE CSI 2-5 119 0.07 5-8-12 6_Y-4 1 2 3 MAX DEFLECTION (span) : U999 IN MEM 5-6' (LIVE) L= -0.02" D= -0.03" T= -0.04" Joint Locations 1 0- 0. 0 4 0.0. 0 2 5- 8.12 5 5- 8-12 3 11-11.0 6 11-11-0 6-6 2-7-7 4-4 SHIP T 2.5-6 ._.._..- - �J f I 1U 0-6-11 1.5-4 7" c, 35 i`. 0-7-8 -,,4 0-2-0 \ CMS- f��P STUB 5 STUB �1 r -C A\\F� .3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �`slv tf v;� Scale: 15/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.C . J E ��: '. }#: VICKERY rnl>de.ViXr,hrfrank,dNidnnlnnudn,Xe�n,/n,,,<r,rr,nnucl>)ca non>neenn,> 7nn../,er:r�r.r„hadedm•rh<r:nn,nnn„r,nnnrr%n<, <r ;f' t ® nndd�ne in nccrrrtlanre virluh<rurrem -im,s ?f TP/ nrrdAFPA d-igro n-dnrda Nn re1/nnarM1,hn• a nssu,ned(,r dunensuuml ncrwr,cy. Dimcr,ain,,.1 - Nj S"� I D: P 3 mh<verilledh)•d,e cnmrynrem mm�ufncmrcr nndhv he7/ding dcsi,rer,9nrmfr,hri,iThM1ilJididl Osgnr: EC '"�T,f a WESTERN WOOD "hli.<d< i..d<.d�,,n«rnr<. dd,<Inndh,xi,,,M--dol.,h<lrn:nlhrrddh,Xrnd<nnd,h<,,nrd,:"lnrn,,,dhn,;n,,. T,r<de>iArr <..,hnr,her,,,,r.,,nrd TC Live 16.00 psf D Facs L=1.25 P=1.15 G /m<m/I/• hn ced hp N,<rt'ornr,/lunnd,<nrhh g and rh<Mntunr cI-d it hi -1h• hrnred hT n r,gid,h-,hioX a wet ial dimrr/v rnmched, un/cc>� mhr.•,..•ise nnred. Hmei.,X.dmmvis(r/m-/-7'f mu%rn,nry,near.rare,nMeannl)�rnred,,-hurk/i,,eI-Xrh. This...... ,,,,.,hnl/,,,nlx,pinr:�•dm,"t'. TC Dead 16.00 psf ep Mbr Bnd 1.15 ®FABRICATORS rnvns,,nr<,nd,m+rdlcn.lern<,„r,ilrmrn„htnrnlIh,-Wn,arreedlF.;n„eh,r, ns<rn„nr.r.,n•,,ln,r.rn,.n>,nn. r;rn,;r,ne.hnndle.h udf BC Live 0.00 psf O.C.Spacing 2-0-0 turd hmce this vucr in nccurdmrce mill, rhe Jnllum•inR SI thirds: JOINT OETAI LS•' M1r Tw-f.:INSI/7'Pl I: '11TGI V. IVnad T w, Council _ n(Ame,icn S'rnndnrd LksiXrr Regxn,.rihi/fries. 71ANOUNQ/KtiTILL1NGANDBRAC/A'G A/ETI/.PIAT CONNFCTIiL) WCN)ll 7R1L1'Sh'S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, EWERTA, CA 95626 . /Il/R-9U nnd'1/IR•91 SUMMAR YS/IFET' by 77'1.. Th, D -I -lira hutinnr• /77'11 41 /"tared,, 11.0 tin 11,4- A!„d,>",,, tv; lrnnsin JJ719 The Anrer/rm,l7--,nndPrtmr A,Vanr;ialiunfAFI'4)I.,h-wd,n1111 Mrh Sbrrr. NIV. .cre wml 111-hinetn,,, DC IN6 - TOTAL 42.00 psf Segn T6.4.12- 0 -.�.:. Job Name: VICKERY RESIDENCE Plating spec : ANSIrrPI - 1995 UPLIFT REACTION(S): .THIS DESIGN IS THE COMPOSITE RESULT OF x BRO X -LOC REACT SIZH RKOjD TC 2x6 DFL #2 UBC -97 Code. 1 0- 1-12 3289 3.50• 3.43• BC 2x4 DFL #1 D¢sig ied for 640 Pit drag load applied 2 1- 5-10 3268 3.50• 3.48• WEB 2x4 DFL #1 ' Bldg Length = 90.00 it, Bldg Width = 40.00 ft BRG REQUIRRt4HNTS shorn ere based ONLY 2x4 DFL STANDARD 4.2 loads and 0 % live load. Duration=1.33. on the trues material at each bearing Drainage must be provided to avoid ponding. n uu/e.io'hrrirc nmed. U,T,cIwg.Jv,,.nis(nrrniemlxup/xn,wjcnurpnnentsmemheccwnh•n,-duce buck/i„glcnglh. T1dvrnn7mnerr,.,hnNnml,cpinred;wam• a„r,m,anemmm.•nlrn rernemwi.,rw2rwmrnrnrm1,n Connection (by others) must transfer equal End verticals designed for axial loads only. load to each ply or add-on show PORCH AXL BND CST Extensions above or below the truss profile O.C.Spacing 2-0.0 IT 1-2 -517 0.06 0.01 0.07 (If any) require additional consideration BC Dead 10.00 psf Design Spec UBC -97 (by others) for horiz. loads on the bldg. . fl/IR-VII nod VIIII.9/ SIlAlA/ARY SIIEli7' hr TPL 7771, 7,na 1•Inm I,,.ninwe 1777) is h,, ed ro ur.A,,,liw 1hi,r, Ah,dn.n., u•iw:n,r,;n Il7IV BC FORCE AXL BND CST 3-4 517 0.07 0.01 0.08 _ Seqn T6.4.12 - 0 WEB PORCH CSI WEB FORCE CSI 1-3 -3273 0.78 2-4 -51 0.02 1-4 -3387 0.86 4-6-1 1 2 o-" 1-7-6 4-6-1 MAX DEFLECTION (span) : L/999 IN MEM 3.4 (LIVE) L= 0.00” D= 0.00" T= 0.00" Joint Locations 1 0.0-0 3 0.0.0 2 1-7-6 4 1.7-6 3 4 � �; 3/18/2004 All plates are 20 gauge Truswal Connectors unless receded b 18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `` P Y" 9 9 9 9 P P P +� �scale: 13/32" = 1' Truss ID: SWI prwg• Plating spec : ANSIrrPI - 1995 UPLIFT REACTION(S): .THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -3162 ib MULTIPLE LOAD CASES. Support 2 -3184 Ib • PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. PLATING BASED ON G'REEALU� REB V.ALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 D¢sig ied for 640 Pit drag load applied Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B evenly along the top chord to the bottom Bldg Length = 90.00 it, Bldg Width = 40.00 ft chord continuously, concurrently with dead Mean roof height = 11.32 it, mph = 80 loads and 0 % live load. Duration=1.33. UBC Standard Occupancy, Dead Load = 26.0 psf Continuous bearing reaction = 640 Pit. n uu/e.io'hrrirc nmed. U,T,cIwg.Jv,,.nis(nrrniemlxup/xn,wjcnurpnnentsmemheccwnh•n,-duce buck/i„glcnglh. T1dvrnn7mnerr,.,hnNnml,cpinred;wam• a„r,m,anemmm.•nlrn rernemwi.,rw2rwmrnrnrm1,n Connection (by others) must transfer equal Rep Mbr Bnd 1.15 load to each ply or add-on show dm�,reed/v-4 I1,r,,w ...... ,nrplrr,arm, .wm,. rahrirme./ dle.in,m11 nndhmce this rrtu its accordance x•irluhefallmringsi dnt'd,:'JOINT DET,1IIS•hr Tmiwd.:INSI/fPl 1.'IVTC'A P. IVnad Tmc., 6n 01 BC Live O.00 psf O.C.Spacing 2-0.0 1 2 o-" 1-7-6 4-6-1 MAX DEFLECTION (span) : L/999 IN MEM 3.4 (LIVE) L= 0.00” D= 0.00" T= 0.00" Joint Locations 1 0.0-0 3 0.0.0 2 1-7-6 4 1.7-6 3 4 � �; 3/18/2004 All plates are 20 gauge Truswal Connectors unless receded b 18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `` P Y" 9 9 9 9 P P P +� �scale: 13/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng'. JG - - J. � 0121#: vlCKERY ® 77ds dacir, tr jwran indA,1du I building ertmpnnewr 11.1 rmrs.p•.wen,. h hm hear hosed nn..periRrmin.,e p,o.•idrd he the rnw,pnne,,, r,m„.fi mre mrd done h, rtcrwrrlmrre ••ilh rhe rurrem c•1,..im,.e JTPI rmd AFP,t dexign d,. Nn rec/x,nsihili)• it dimena'innnl Chk:=CM D Truss I D S ,wnndn ¢csun,ed7nr omu'nq. /lin,ensimcc a.1, m be Wei( d M• rhe mnrpwnon mmm/nnumr m dlor huild;ng daigtrer pnnr 1w (nhrirrtowo, 7711, buildh g d¢r;gner „mo nsrrrmin lhnr rhe Imtd, Dsg n r: EC : W 1 WESTERN uld;zed an dei: desrg, ,ne1,r nr erre me h,ne;ng;n Mn d by rhe lm nl h,rihh,,g rude and me rn,rdrwrnr r p/,hrminn. The dr,ix , n.<,nme, rhm rh1, mp rnnw TC Live 16.00 psf DurFaes L=1.25 P=1.15 WOOD &lmemlly b. -d by rhe rt,ujwr/b,rtnd,enrhfng mrdrhe&­, r.h­d ic/rnern//r n braced by a rigid ,nrerin/ dircoh, talmhed ®FABRICATORS n uu/e.io'hrrirc nmed. U,T,cIwg.Jv,,.nis(nrrniemlxup/xn,wjcnurpnnentsmemheccwnh•n,-duce buck/i„glcnglh. T1dvrnn7mnerr,.,hnNnml,cpinred;wam• a„r,m,anemmm.•nlrn rernemwi.,rw2rwmrnrnrm1,n TC Dead 16.00 psf Rep Mbr Bnd 1.15 dm�,reed/v-4 I1,r,,w ...... ,nrplrr,arm, .wm,. rahrirme./ dle.in,m11 nndhmce this rrtu its accordance x•irluhefallmringsi dnt'd,:'JOINT DET,1IIS•hr Tmiwd.:INSI/fPl 1.'IVTC'A P. IVnad Tmc., 6n 01 BC Live O.00 psf O.C.Spacing 2-0.0 3700 RIEGO ROAD, ELVERTA• CA 05626 rtfAm,rir Sinndn dlksig,r Rrcpn,nihiliries. IIANDLINGINI7ALLLVGAND NIUCING METAI.I'IATF.C'ONNECTrr)l Noon TRrlscr:.e' BC Dead 10.00 psf Design Spec UBC -97 . fl/IR-VII nod VIIII.9/ SIlAlA/ARY SIIEli7' hr TPL 7771, 7,na 1•Inm I,,.ninwe 1777) is h,, ed ro ur.A,,,liw 1hi,r, Ah,dn.n., u•iw:n,r,;n Il7IV The Amcrirnn Forest mrd Pap— A—indnn (AVV4) Is!waned m It 19th Stereo, N lf, roe Nn) llluhb,gr,m. VC MOM. TOTAL 42.00 psf Seqn T6.4.12 - 0 "z. Job=Name: VICKERY RESIDENCE f +I BRO E -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0- 1-12 3001 3.50• 3.20• BC 2x4 DFL #1 2 1- 8-10 3001 3.50• 3.20• WEB 2x4 DFL #1 BRO RBODIR9 HTS chow are based ONLY 2x4 DFL STANDARD 4-2 on the truce materiel at each bearing PLA: 0 SED O 13EE1, UM�ER'VALUES. TC PORCH AEL BND CSI Designed for 640 Pilldrag load applied 1-2 -637 0.09 0.02 0.11 evenly along the top chord to the bottom chord continuously, concurrently with dead BC PORCH AXL BND CS2 loads and 0 % live load. Ouratlon=1.33. 3-4 -597 0.08 0.01 o.09 Continuous bearing reaction = 640 Plf. �• Connection (by others) must transfer equal WEB PORCH CSI WEB PORCH CSI ' load to each ply (or add-on) shown.. 1-3 -2982 O.S8 2-4 -228 0.07_+.+-a+++.+`a�►L- 1-4 3001 0.67 4-6-0 3-10.9 i 1-10-6�7a�,�vFb* 3 4 "t 3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18'r for 18 gauge or r'H" for 16 gauge, positioned per Joint Report, unless noted. 9 SC01e: 13/32"= 1. ra Truss ID: SW2 Drwg• Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S): THIS DESIGN IS THE COMPOSITE RESULT OF - Support 1 -2903 Ib MULTIPLE LOAD CASES. Support 2 -2903 Ib PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the - Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 Extensions above or below the truss profile Truss Location = End Zone (if any) require additional consideration Hurricane/Ocean Line = No , Exp Category = B (by others) for hertz. loads on the bldg. Bldg Length = 90.00 it, Bldg Width = 40.00 it rrnrrd ftchgA, ,I 8,rinsemlanp/x,nnlrnnrtx, s..,nrnrhrnnni,•rnn nrrrhnrt'r,,,glrr,gdr. nd.. nn,pnr,rnr..nnRnn,hrpinrrdh,rn,y Mean roof height = 11.16 it, mph = 80 - Rep Mbr Bnd 1.15 UBC Standard Occupancy, Dead Load = 26.0 psf , MAX DEFLECTION (span) : O.C.Spadng 2-0-0 L/999 IN MEM 3-4 (LIVE) ofA.,,ic S1.,dnd D-igr, Rrllp ibiliriac'IIANOUNG/NSTALUNGAND UP4C'ING AIFT,11, PIA TE C'ONNF.C.TEDWOOD TRUSSES' L= 0.00" D= 0.00" T= 0.00" Design Spec UBC -97 ===== Joint Locations 1 2 T 1 0.0-0 3 0.0.0 2 1-10-6 4 1-10-6 1.5-4 8-8 TOTAL 42.00 psf SegnT6.4.12- 0 4-6-0 J j( `'' �r \ , •'`rte. LIJ�� -f-• :' _ PJ0 '1 }' 1 rj i 1-10-6�7a�,�vFb* 3 4 "t 3/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18'r for 18 gauge or r'H" for 16 gauge, positioned per Joint Report, unless noted. 9 SC01e: 13/32"= 1. ra WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. LF Eng. Job: EJ. C7 q Y -OB#.. VICKERY ® T/ds deaig„ is lrrr nr individual Aui/ding cnmpnnenr nor m,.rr.nnrrrm. Ir has her- Mrud nn sere;/irruinns pmvided hr rho cnngrr......rrnrr,mfnr u -r and dune in ncenrdnnce wirlr the cameo, ,vv.dans nl Tl'l and AFI'A d -;A^, N�n 1-6, Mn nerpur,s'ih7/i,/• is Chk' CM l Truss I D SW2 r,aaumrd /nr rlinrenara,ud nerurnr,'. /)ime........r rn'e ra be vrrifed by rhe rnmprmrrn nu,nulnrmrcr nnd/nr hmlcling Jrs;grmrprinr rr. jahrirmiun. Thr handing dedgnrr.nu... asrcnain dun rhr. hind. Dsgnr: EC : WESTERN urifisrd ou rhis d-Ign 1,1-ar as -d,hr lnndmg Lip creel h,• Nrc torn/ building rode and d,c• panirWnr npplicnunn. Thr dangu oarnner rhos ,hr n,p ri d TC Live 16.00 psf DurFacs L=1.25 P=1.15 W 00 D d Inrem/lv bmrrd by the mn/nr /Ianr.J�rnrhing and rhe Mu.. chord is Innmllr hrrrrrd h. a ,igid ahrldarng nmrrr;nl dhr llj l hrd useless orhrn�'is, ®FABRICATORS rrnrrd ftchgA, ,I 8,rinsemlanp/x,nnlrnnrtx, s..,nrnrhrnnni,•rnn nrrrhnrt'r,,,glrr,gdr. nd.. nn,pnr,rnr..nnRnn,hrpinrrdh,rn,y TC Dead 16.00 psf Rep Mbr Bnd 1.15 - snrda,errredl9°6,and/nrrnna'rru,v,rernrpinrrca-wn. F,,h,•ir:nrn.hmmI/amssaR d M•irh ,hd and brace Ibis I v ill -W1111 -c l�ll-1119 ahu,uss: 'JOINT Ob'TAII_V hp 7lvsnrd. 71MS/?p/ /'. 'IYTCI V - W -d Ti ( imnril BC Live 0.00 psf O.C.Spadng 2-0-0 3700 RIEGO ROAD, ELVERTA, CA es828 ofA.,,ic S1.,dnd D-igr, Rrllp ibiliriac'IIANOUNG/NSTALUNGAND UP4C'ING AIFT,11, PIA TE C'ONNF.C.TEDWOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 .(11/8. 91) nud 7118.91 suMMARY S//F.ET•hy 1'I•I. Tlie /'rv.cs /9nm Inninnr /TI.9 is lnartrd ru OYDrnjrirr pri.r. Alndh-, [N. --in 33719. nrAnr rnnrnzanndrnprrA..a�';non„/rtrrutrh,enadminlI'Irh,Orcrr.Nrv..Srrxrxr.W-hi"X! 1X -:n836. TOTAL 42.00 psf SegnT6.4.12- 0 F ame: VICKERY RESIDENCE' -LOC REACT SIZE REQrD TC 2x4 DFL #1 1-12 2495 3.50+ 2.66• BC2x4 DFL #1 8-10 2495 3.50. 2.66• WEB 2x4 DFL STANDARD EMERT9 ehocrn are based ONLY 2x6 DFL #2 3.1 ss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE ABL BND CSI Designed for 640 Plf drag load applied 1-2 637 0.09 0.02 0.11 evenly along the tap chord to the bottom chord continuously, concurrently with dead BC FORCE AYL BND CSI loads and 0 % live load. Duration=1.33. 3-4 -597 0.08 0.01 0.09 _ Continuous bearing reaction = 640 Plf. Connection (by others) must transfer equal WEB FORCE CSI WEB FORCE CSI load to each ply (or add -On) shown. 1-3 -2476 0.29 2-4 -228 0.06 f'+�a'�s+"�i^+'?'�'�♦++^r�+'esrf-'+++-*�t�h++ 1-4 2544 0.97 3-10-0 3-2-9 Truss ID: SW3 Drwg• • Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) : THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 .-2398 Ib MULTIPLE LOAD CASES. Support 2 -2398 Ib PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 Extensions above or below the truss profile Truss Location = End Zone (if any) require additional consideration Hurricane/Ocean Line = No , Exp Category = B (by others) for horiz. loads on the bldg. Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height = 10.83 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 1 2 0 3-10-0 MAX DEFLECTION (span) : L/999 IN MEM 3-4 (LIVE) L= 0.00" D= 0.00" T= 0.00" ===== Joint Locations 1 0- 0- 0 3 0. 0- 0 2 1-10-6 4 1-10.6 �P 1-10.6 3 4 3/18/2004 All totes are 20 gauge Truswal Connectors unless receded b 18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. j "E4 v P 9 g P Y" 9 9 9 9 P P P-•+ Scale: 15/32" = 1! p w WARNING En . J�Ob: 37 Read all notes on this JOB#• sheet and give a copy of it to the Erecting Contractor. g � . VICKERY 77rs dcsix,r is fns m, rndruld-1 huildinx rvmpmem nen rrvmgamrn. R hnc Irr<•r, nncerl nn sped/irminns pmv,dcJ hr rhe rurnpnnen, mnnufrvmr<'r C h k: C M Truss I D . S W 3 ® and dwm in ncconlnnce n•idr rhe curreru ,ersun,.c u(TPI d AFPA and<•.ci/,n, smudnrds. Di rVn ,rspnnsibiliry• i.c nvsurneJ /,rr rliumnsrunnl nccurncr. rnensinnc nrr n, hr ,..•rrned m• me emnpnneni ,nn.,u(r,rn,rcr nnry„r n,rueinx de..ix rer prim r,r Tnn,irn,hn,. 7•he lnrddinx d<•.cilp,rr,,,nsr nreerndn drnr rhe n,nd,. Dsgnr: EC WESTERN WOOD :edrrnrl vks,xnmecr.1--• dir,/;ineM,a dbylhrh-dh0 grode.u,ddre/u ruvinrnpplirarrnn.Tbe•dcaixun...vumec,hrnr/uemprhnrd TC Live 16.00 psf DurFaes L=1.25 P=1.15 l.. I redly h- -ed hp d e ro/'ur /l.u,ndmnrhlnx and rim 1r 1 chn d r.. Imerrdlr nerved hr n rixid,h<•nrhh M nuurnnl Jir<•rrlr u0nr:hry/. u,decc ud,e,vue rimed. 11-c-MAr.4•nisinrlrnrrrd,�npp.,nnienn,p,•n,rnr..n,ember,nnry•rn,rdnr:ehnealinxlenxrh. Thi:rnn,p.,nenr,hnunnrn,-,I,, ed inn,n• TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS•,,n,rne„rd,nl,inrnn..rrnen,ni„ncenrnenrgld,rn„ndr,,. dim, dinrrnn,ern„neernrpinrernr,.,..inn./„nrirnre.hr,,,dle.inn.11 BC Live 0.00 psf O.C.Spaeing 2-0-0 a rd bmre rnir nuv in accnrdnncc oirh d,r follne•inx mnndnrds: JOINT IJF.TAIIS' l,r TI—Id.:INS117Tl l: 'IY1'C;1 V. IYuud Dw., (imnril ,?fA rric .14,dard/Jecig,,Recpnus/hr/i,ics.'//ANDGNGINSTALLINGANDRlLI(TNGAIFTAI.Pr.n'n'roNNF(TFDIYDnDTRUNSES• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05626 . (/IIH.91) and 'IIIR-flI A'II,NAIARY.1'I/F.F7-n,• TPI. the Trvice P/bre /nxrirurr l7PIl ix /urvrrcd nr D'On.r/iin Ori- Alndisru,. IYicrnncrn 5J719.. Thr Arnrricnn F.—I and I'nper lxcnrinrinn (AFPA) Lc 1—IM nr 1111 19,h NI -1. NIY..W N00. 11'red,/n,rnn. /)(':11036 TOTAL 42.00 psf Seqn T6.4.12 - 0 Wob•Name: VICKERY RESIDENCE _ Truss ID: M1 Drwa:' •I BRG X -LOC REACT sxzs RSO'D TC 2x6 DFL 92 1 0- 2- 9 7921 1.88• 1.56• BC 2x6 DFL #1 2 7-10- 4 2664 3.50" 1.50• WEB 2x4 DFL STANDARD BRG REQDIREHRI '8 shown are based ONLY Lumber shear allowables are per NDS. on the trues material -at each bearing Permanent bracing Is required (by others) to B`NGSR/CL RG-RA1p OTsj prevent rotation/toppling. See HIB -91 and F 2 Ranger TBR• -1 -36�Z ANSI/TPI 1-1995 or ANSIrTPI 1.2002. HANGER-(S)-TOSS-SNGINSBR PLATING BASED ON GREEN LUMBER VALUES. Support Coanection(s)/Hanger(s) are End verticals designed for axial loads only. not designed for horizontal loads. Extensions above or below the truss profile (if any) require additional consideration TC FORCE AXL BUD CS1 (by others) for hertz. loads on the bldg. 1-2 -4036 0.02 0.47 0.49 2-PLYI.Nall w/10d-COMMON,.. staggered(per) 2-3 -50 0.00 0.10 0.10 rIn:`TC 2/ft BSC-.4/ft WEBS-,2/It BC FORCE AXL HND CSI 4-5 3882 0.21 0.76 0.97 5-6 3706 0.20 0.41 0.62 NEB FORCE CSI WEB FORCE CSI 2-5 2680 0.54 3-6 -48 0.00 2-6 -4184 0.25 3-2-1 T 0-6-9 L 2-PLYS REQUIRED Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. ♦+a++.......+r++.aa♦+♦ Nail pattern -shown is for PLF loads only. Concentrated-16ds-MUST;be distilliutiid,to each ply equally: On muill- ply wilh_hangers, use,3".nails-min'into the=carrying member. 'For -more than -2 -.ply; use additional faste e ers as indicated from the'back plys; or use $ zany other -approved detall-(6y,others). 4 i ♦'4 ♦ .. + 1 4+• i i . ... ♦. 4 t i t, 0 2 not s Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 8.00 it Mean roof height = 10.41 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ----------LOAD CASE #1 DESIGN LOADS -------------- Dir L.Plf L.Loc R.Plf R -Loc LL/TL TC Vert 64.00 0-1-10 64.00 8-0-0 0.50 BC Vert 20.00 0- 1-10 20.00 3-0-0 0.00 BC Vert 535.00 3. 0- 0 535.00 8-0-0 0.37 Type... lbs X.Loc LL/TL BC Vert 2350.0 2. 0- 0 0.38 MAX DEFLECTION (span) : L/999 IN MEM 4-5 (LIVE) L= -0.03" D= -0.05" T= -0.09" ---_= Joint Locations 3 1 0.0. 0 4 0- 0.0 2 4-6.4 5 4-6.4 3 7.10- 6 6 7-10- 6 3-2-1 2350# 0-1-10 STUB 4 5 6 �'{ C�z► /2004 All plates are 20 gauge Truswal Connectors unless preceded by ••18•' for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted, eA A� `r Scale: 19/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Vh JObJOB#: VICKERY 77J, drtigrr h< err n indivirlunl builJingrwapnnenl nn hucr.q:rtem, b hot Irreu finned mr .c/xxilirninnr provided hr Ihe• rompnmr ,m„rn%m,xrr, C�+ � Truss I D : M 1 ® r i,I ner ' rr r,..,nnr and don ordrr,r u•irh th rumen venionr JTPI and dh'/'A ✓-ig- nndard.. Nn espms(hilin' (.. nsawnr✓(r rfir.r-.vhnu l nrrronu-y. IN n n In he.r wed M•Ihe rompunenl mnnY(flurer nn�rhuilJing Jer(grmr prinrm%rrhricnriun. The builJing dr..ig,rer our nvxnnin rho rhr lnndr Dsgnr'LEC� WESTERN WOOD ul(/iwdmrIAGd-I,men-nmerd Irvdingimpuedhp h-Ihuitdiagrodeandrhepnniculnrapplirninn. The ✓enigma-.,,,•.rIhn,thenrpch�rd TC Live MQ.5f DurFaes L=1.25 P=1.15 hd di is lnrrmlly hmceJ by Ihe mn%nr Jin.r,rhenlhiug and Ihe Mnnun rdurrd is In,ernlh• hrnreJ hr n rigiJ shemhing nvrt ners/r naoclrrd. unlrcvnhenrive W. unrrirrg..lrmrnis%,rlmrrnl.rxpp,nn%rr,xprrr•n..x.....h,•r:.ndr•Inr,•dnrnhxrk1h,gh:,,erh Thirrnm/xrrrr•nr..hrdlrrnlh,•pnrrr•dhrmr,. TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS urwnrnnmralhnuillrnurerheruoicmernn,rnrinlJrec".mdrorrreeJl7%andiurcaucr.unnrcnoph-...rro..i.nr.l•i,hricme.hmrdle.;,,s 11 BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace tiffs Inks in acm dance eilh rine frrflae•ing standards: 7011VT 00AILS' hp D -I -al. 'd NSI?1'l I ; 'IV)'( it I'. Ifinrd )has (buncil n/'Ameritn 5mndnnl lksigrr Rexpunribilities.'11ANULINf 1NS'T.ILhLVfr.LVU NItAC'ING C'ONNP.CT1iU WOOD Tlcusc/;.c• BC Dead 10.00 psf Design Spec UBC-97AiE7ALPI-AI'E 3700 RIEGO ROAD, ELVERTA, OA 95629 . (///RA1J nnJ •/I/B.91 Sl/A1AfAHY 1'I//iF.T b/• 7P1. The T uer I'Inlc• lnx,inne Il'Pl1 ix /rrrued uI D'Cbrn! in Uri.•c. •tlndfeou. IVi..rmr,.i,, c3719 177-1 rH-,, F -I d PaNr A.. Wi (APPA)Ah""I'd", %Ilf rolh.cnrce,.,+'IV,hrr,rnn. ns..hinga,n,VC20l)h, TOTAL 42.00 psf Segn T6.4.12 - 0 .. , Job Name: VICKERY RESIDENCE Truss ID: M2 Drw : ERG z -LOC REACT SIZE REO'D TC 2x6 DFL #2 Plating spec : AN51/TPI - 1995 Required bearing wldlhi and bearing areas 1 0- 1-12 155 3.50• 1.50• BC 2x6 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF apply when truss not supported in a hanger. 2 4- 0- 0 797 3.50• 1.50^ WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. This truss Is designed using the 3 7-10- 4 1183 3.50• 1.50• SCAB 2x6 DFL #2 PLATE VALUES PER ICBO RESEARCH REPORT #1607. UBC -97 Code. BEG REQGZRBMENTS shown are based ONLY Mark all Interior bearing locations. an the trues material at each bearing Install Interior support(s) before erection. SCAB(s)-(cross_hatched-area)-to=be-same'size and grade as chord to which it Is attached.`" Bldg Enclosed =Yes, Importance Factor = 1.00 Truss Location =End Zone ' BRG`HANGER/CLIP NOTE Permanent bracing Is required (by others) to 3 •THA213 rotation/toppling. See HIB -91 and Use -2 scabs (1 ea. face) if Indicated. -Use - 10d nails @ 3" O.C. staggered, NDS,`- Hurricane/Ocean Line = No , Exp Category = B ' Bldg Length = 90.00 It, Bldg Width = 8.17 It prevent Support-Connectiori('6)%Hanger (sl are ANSI/TPI 1-1995 or ANSI/TPI 1-2002. per plus clusters -if shown: Do-notsplice scabMean ,_ roof height = 11.63 It, mph = 80 not designed for horizontal• loads. PLATING BASED ON GREEN LUMBER VALUES. unless noted otherwise. ` '='-''' •_ == �. - UBC Standard Occupancy, Dead Load = 26.0 psf SHE SIMPSON CATALOG:" - --' �:.�-`_•-w� �"'-""'-v ----------LOAD CASE #1 DESIGN LOADS ---------------- _ POR ADDITIONAL INSTALLATION NOTES Dir L.PIfL.Loc R.Plf R.Loc LLrTL afAnrcrira Si-dardL)esigrrRext-ccihiliries'/IANDL/M;INTALLINGAND RRA(.'/N(; AMAI.l'l�I77,7 C0NNF,Cl7i11) 11'001) Tu;VES, TC Vert 64.00 0-0.0 64.00 8. 0. 0 0.50 TC FORCE Ax•L END CSI 3700 RIEGO ROAD, ELVERTA, CA 05626 BC Vert 20.00 0. 0- 0 20.00 B- 0. 0 0.00 1-2 -242 0.00 o.oe o.oe Type... lbs X.Loc LLrrL 2-3 -179 0.00 O. SB 0.58 TOTAL 42.00 psf BC Vert 1453.0 7.0-0 0.38 BC FORCE ABL END CSI 4-5 210 0.03 0.17 0.20 5-6 210 0.03 0.33 0.36 ' I WEB FORCB CSI NE8 FORCE CSI 2-5 -281 0.03 1 2 MAX DEFLECTION (span) : L1999 IN MEM 5-6 (LIVE) L= -0.02" D= -0.04" T= -0.06" ===== Joint Locations 2-1-1 1 0.0.0 4 0.0.0 3 2 4-0.0 5 4.0.0 3 8.0.0 6 8-0-0 r] All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 23/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. .5 ng. Jo .E "'Q� �� JOB#: VICKERY M,Aerigr, L.j r nn Indrvrdun/ hui/Jing cnnrpl-,rmnn nm rrvcr .gsrun. !r hbeen hnced r,n..peri/icmr.n,.r provided h5• rhe rmnpfn rmem nom rw''cr and dnneln nrennlmrre e•irh rhe curnur crrsimrx fTP/and AFPA decigrr Nun•sfun+sihilin•is nsaumed (nr di.+rc,e<io.ml ncrumrp. Uin,euria,cc 6/ tk;. Chk• C <�0:.. sr u s s I D : M 2 .nnndnrda f. -J Dsg n r: EC A , be ,•orifi d M• h¢ romp,...... mnn.!1hv. err ,d1, Auilding desip, p.iur w f,hrir ,inn. The building decigrar „ccr .. ce i, rhnr die /nock TC Live 16.00 ps % DurFaes L=1.25 P=1.15 WESTERN WOOD urillced nn chic design meer nr e. -M the /,.ding mi -ed by t1ir Iw.l h dId%ng ride nud rhe pnnrrulnr npplicnri,n. l'he desr nr ,.ermnec rhnr nc�• wp rhnrd is l.rcml/)• hmrcd by dre nu,(nr,/lonr.d,enddng nnrl nc� Mnn,n rh� d I., h- -hr hrnred hl• n r,gid.ih nrhing .(serial dircrd7• r it,,rhed, un/ecc ;,nc�n"ix nod. Brnriug.d,..niiJ,rl,rerrrl.nrp/^,nfrnmprnrenrrncu,hccn,.lrmmducchncA7i,g/cug,h. 77d.-,,.,,, nr.ch.11nnnc,p/.r;,.,/h,..1. TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS e,r,m,,.,e,rd,rn,rinrn,md,e+,mLc,,,ermne+n p(rhe".,nd1,,-reedlw.;,n,di,r r.,.,err..."er:r,rplmerrn ..,i,m. r,+n,;rr,c.hr,,,dle.i,,.. 11 BC Live 0.00 psf O.C.Spaeing 2-0-0 and hrace this Imn in acrordance 011; the 16th-ing.si dards 7O1NT 0IiT.111.S' hp Tr,.cwrd, 'ANSI/7`111 l: 11`717.1 P. IN) I'l)vcx (•umrril afAnrcrira Si-dardL)esigrrRext-ccihiliries'/IANDL/M;INTALLINGAND RRA(.'/N(; AMAI.l'l�I77,7 C0NNF,Cl7i11) 11'001) Tu;VES, BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05626 . t/fllt.9/I n++d 71/11.9/ SUAfALIR I' SillyEl-In• 77'/. The %Yua Pl.re h,.criru,r (TPI) is h.,,,ed nr UYfif+ir, !)rive. At Ii crrn. IVis rm,,n„ 53719. n,eA+nerr.n F.,.5rand Prix, A5.5nrirrri-OfFPA)I.,1 .red., 1111 19,h,1'nr:cr. NIP. Se 80f). IVnchingrnn, UC"/91136 TOTAL 42.00 psf Segn T6.4.12 - 0 �3rF Job Name: VICKERY RESIDENCE, BRGY-LOC REACT SIZE REQ'D TC 2x8 DFL #2 1 0- 2- 9 2452 1.88• 1.50• 2x4 DFL #1 3.4 2 7-10- 4 2495 3. . 1. . BC 2x6 DFL 02 BRG REQUIREMENTS shovrn are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing Permanent bracing Is required (by olhersi to BRG,MANGER/CLIP -._NOTE-,.,_„' prevent rota llon/toppiing. See HIB -91 and 2 Manger TBR* #6 04 S Z L•.Z ANSI/TPI 1-1995 or ANSIfTPI 1-2002. •HAHGER.(S) _TO_ BE ENGINEERED, PLATING BASED ON GREEN LUMBER VALUES. Support Coaaection(s)/Hanger(s) are 2-PLYI_ Nail _w/10dCOMMON;staggered(perNDS) not designed for horizontal loads. in: TC-2/ft BC-41ft WEBS-2/ft TC FORCE ARL BND CSI 1-2 -3812 0.02 0.17 0.19 2-3 -2696 0.01 0.05 0.06 3-4 -2852 0.02 0.08 0.10 BC FORCE AYL BND CSI 5-6 3619 0.23 0.26 0.49 6-7 3539 0.23 0.06 0.29 7-8 31 0.00 0.27 0.27 NEBFORCE CSI NEB FORCE CSS 2-6 1217 0.25 4-7 3249 0.66 2-7 -1295 0.07 4-8 -1662 0.09 3-7 607 0.12 2-5.11 T 0-6-9 1 Truss ID: M3 Drwg: Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. nu Contious lateral bracing atlached'to flag 6TC as indicated. Lumber must be structural grade. Brace Q 24" o.c. unless noled.� End-verticals"designed-for axiil loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. This -design based -oh chord bradiing applied r -the following schedule: max D.C. fromy ;,to E-r�11 T.C��24.00' 5.10=.15�-0-,0 equired bearing widths and'tiearing areas apply when truss not supported In a hanger. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = SAS it Mean roof height = 10.30 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf .......... LOAD CASE #1 DESIGN LOADS -------------- Dir L.Plf L.Loc R.PIf R.Loc LL/TL TC Vert 64.00 0- 1-10 64.00 8. 0- 0 0.50 BC Vert 545.00 0-0-0 545.00 0.1-10 0.38 BC Vert 565.00 0-1-10 565.00 B-0-0 0.37 �'- 5-9.5 2-PLYSI" r 1 2 3 4 REQUIRED 02-4-12 9�i r r 4 MAX DEFLECTION (span) L/999 IN MEM 5-6 (LIVE) L= -0.02" D= -0.03" T- -0.04" ===== Joint Locations 1 0.0.0 5 0-0.0 2 3-6-4 6 3.6-4 3 5- 0. 6 7 5- 0- 6 4 7.10- 6 8 7.10. 6 0-10 -1� Z/•;/ STUB 5 63/18/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �i ���� Scale: 23/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Ab: • �. xw � yo ,JOB#: VICKERY sr 7h1, deelgr, t., r - fi dlrid-1 building mrnpunem nor I L.cf xccnnn. /1 hoc hero &-dun sper/liemimec p-vided hr dee cunrM-... ovm.ifi a rer M '� Truss -ID: M 3 ® nr. nud done in rtrrardnncr n•hh der curreru rxrs;mrs u%TPI and A/rPA desiglr .anndnrdr. A'n res/mnaihihl�•;.e nsmn,ed! r dimrnr;nnrd ndvr'nrr. Uimensnuec Y s' ST re In br -If/rd hp Ihr ar r --a nrnnulrnaurer mrd/or building dr:;grrrr prior ro %nhn"cnr;nrr. The building de.�;xrrrr nruxr mcerrnin rhnr the lunar Dsgnr. ' o _'��{ u111h- d - ads design meet - ecccrd she I -ding imjm,ad br 1-1 ft,rote nud der p nliruhrr npplirmion 7hc dexign nauwar Ihm dee mp chord TC Live 1 . o ^ p V IVt jts L=1.25 P=1.15 WESTERN WOOD h Ina -11)- h --d M'rhe mn%nr /roue xhr ping nerd rhe horlu,u chord /c fal-11)• honed by n rigid shen,hing mnrerin/ dimer/r unnrlred. ,nr/ec.. udmnrtcc m,rrd. xr. mg.dm.... i,%nr lrn<rn/,,.pprrerr,%rmnpnne,n..rr,rrrrb-m, 1j-1,-drrr,rhnr:klhlglenglh, Trt.rm,rpnn--hnu m,I he nhur dI mr.• TC Dead 16.00 psf Rep'Mbr Bnd 1.00 ®FABRICATORS env; ,mrmmmudl,:nn..eth m-i.,nrr-a-,n%,hre r,ndh,--d/!' r11nrrrmser...... nrpm,ernr,vch,n. Fab,4-.I dl, i udl BC Live O.00psf rt' O.C.Spaeing 2-0.0 and hrnre Ihls In1.ev in necnrdmrce eidr,be,(nllnuting smndnrdc JOINT Dli T,1II.S' hn Trv.run1. 'ANSI/TPI I l 'IVT(',l V. 11',,"d Trv.ca ('nun 41 rf.hnerirn.Smndmd lkdg„Rerpnrr.cihi/ir/es. 'l1ANU/.hVG INSTA/.l./NG ANU lIRA(.'/NG d11i]A/. l'LITE('ONNF.'CT/il)IVQO/)T/(IL�lcF,'S' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85628 . p!IH Y!/ and '/!IR•Yl 5'UMMAR Y.1'///iE7-hr TYI. 71,e Truss /'lore hu inns CrPI) I., fnrnlcd m ITOnop'ia Ur'ire. Alad;,cnn, Ni.erun.c/n 13719.. n,en,-ri -1-*,, ,,mdPnprrdsanc;adm,(.t/Pn) t,b,rmedn, 1111 1911,V-1. NIV. S,rxnn, u4,,dd,rgm,,. I)C:0034. TOTAL 42.00 psf Segn T6.4.12 - 0 Job'Name: VICKERY RESIDENCE Truss ID- M4 Drw : .3 BRO Y -LOC REACT SIZE REO'D TC 2x6 DFL #2 ' Plating spec : ANSVTPI - 1995 This truss Is designed using the 1 0- 1-12 677 3.50• 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF - UBC -97 Code. 2 7-10- 4 1176 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 ' BRo RSQUIRti14HNTS shown are based ONLY PLATING BASED ON GREEN LUMBER VgLUES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone - on the trues materiel at each bearing NOTE: RIGHT OVERHANG DOES NOT WORK UNLESS End verticals designed for axial loads only. Hurricane/Ocean Line = No , Exp Category = 8 ' OTHER PROVISIONS ARE MADE (PER THE BUILDING Extensions above or below the truss profile Bldg Length = 90.00 it, Bldg Width = 8.00 1t TC 'FORCE AXL BND CS1 DESIGNER) TO REDUCE THE OVERHANGS STRESS/ (if any) require additional consideration Mean roof height = 10.41 it, mph = 80 1-2 -66 0.00 0.45 0.45 DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. (by others) for horiz. loads on the bldg. UBC Standard Occupancy, Dead Load = 26.0 psf 2-3 - 78 0.01 0.10 0.71 Maximum Unsupported Right TC OH = 4-2-11 , 7700 RIE00 ROAD, ELVERTA, CA e5826 BC FORCE AXL BND CSI 4-5 64 0.00 0.30 0.30 .a The An a icmr Prrrnn nrrd Pnprr A.carcinrinn 611T.0 it hrrmrd w l/ I 1191, Snrrr. W. Sw ROH, n'nrhir,grmr. Dr -'1703. TOTAL 42.00 ps NRB FORCE CSI WEB FORCE CSI 3-5 -1095 0.19 3-4 1 2 3 4-0-0 10-0-0 e T 3-2-1 T MAX DEFLECTION (span) : L/999 IN MEM 4-5 (LIVE) L=-0.07" D=-0.11" T=-0.17" ===== Joint Locations 1 0- 0- 0 4 0. 0- 0 2 6.10-15 5 8. 0.0 3 B-0-0 4 5 p TYPICAL PLATE: 1.5-4 i �A Fri �t /2004 All plates are 20 gauge Truswal Connectors unless preceded by ••18•• for 18 gauge or •'H•• for 16 gauge, positioned per Joint Report, unless noted. ��� Scale: 7132" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ng„JObW l JOB#: VICKERY ® Thh, d-igr, ix err m individual huilding rn+npn- aur Irxn rparern. Ir 1- hca, hosed un .yrccilir:nh- provided by Urs rumlxu,ern diunn+.ff"ou rr nr+hPA d-ig,, .rn'dn Vs. Nn re../x,n,.ihllin� i.. nsvrmed far nruna�iu.+nl nrrurrrc�)•. Uiur -xi-.' nrrd dor+e in accord-- •-irh rhe rumrrn versinnc n(Trill d,I f� s Truss I D : M 4 -117ed by rlru rnu,prm-1 rnrnn+(nrrurrr aad/nr building devinrer pri rr rn )i+M irnrirrn. 77,c huilding dewgrrcr rust n.rrcnni+r rhea rhe lonrl. pip g�V' ..n4" '� G:� WESTERN WOOD willed an rhlc rlexig r mea yr h --d by rhe mu/uaccred rhe lundmg lm)xsed hT rhr /oral huilding code -drhe p mrirvinr appli uion. I'hc• design ax x I/un Urr v,p r/mrd crrnl i,r burro//7• hrr+ned h)• n rigid nc�nrhing mnrc,inl dirccrl) unnrhrd. esr arh-- it Intern/!r r//nnr.rhenrhing mrd rhe M,rrnrn hmd TC ive - 00 pst� a DurFacs L=1.25 P=1.15 „nrrd. /Irnring.dmvrr i:,(.,r lnrernhcvppnn n/rnr y unnrts manhen anlT m reduce hurkling length. l'hi.t component shnlhrw he plated in nqi. TC Dea 16 psf' .. o� Rep Mbr Bind 1.15 ®FABRICATORS e-i--",'1-.-ill cnuxerhe umisrurcrunrenrullhcxand,.--d19°.6mrrh'urruwerunrrrrmrplmetro...... Fabrharc.hmnHe.h."'ll NT' mrd brace this r,vc7In neearrlmme vUh the Lnllnwin¢ xumdnnlc: JOIDETAILS' hr T -l. ANSI/TPl I'. 'IMA P. 11 1 T- Council BC Live SSf O.C.Spacing 2-0-0 q/Americo S7rvrdnm/lJeslg,+fi-t-+.rihiliriec'IMNOUNG lVtiT.I1.L/NI;,IND)IRAL'ING AIr7;u. pb ITr: CONNECTED WOOD TRuti:�Es• BC Dead 10.0 �'yC� sign Spee UBC -97 7700 RIE00 ROAD, ELVERTA, CA e5826 . (ll/H.91) nnd'111H•91 SUMMARYSIIEET hp n,t i'hc T /'lore hmr%wrn ,rmp i.. Lnrnredm OX), 1H. Thier. Aftdi IYl.vnruin 51717. .a The An a icmr Prrrnn nrrd Pnprr A.carcinrinn 611T.0 it hrrmrd w l/ I 1191, Snrrr. W. Sw ROH, n'nrhir,grmr. Dr -'1703. TOTAL 42.00 ps Segn T6.4.12 - 0 Job Name: VICKERY RESIDENCE Truss ID: M4D Drw , BED Y -LOC REACT SIZE R80'n TC 2x6 DFL #1 - 1 0- 1-12 1182 3.50^ 1.50^ BC 'Plating spec : ANSI7TPI - 1995 UPLIFT REACTIONS) 2x4 DFL 01 2 7-10- 4' 1686 3.50^ 1.80^ WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -93 Ib ERG REp01RHt4ENTs show are Dossed ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the UBC -97 Cade. on the truss material at each bearing +-+•a-4-+.a..a�.i a_c��:* + tom*_++ End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 Designed for 3.2 K lbs drag load applied Extensions above or below the truss profile Truss Location = End Zone TC FORCE AYL END CS1 evenly along the top chord to the bottom (if any( require additional consideration Hurricane/Ocean Line = No Exp Category = B 1-2 -1663 0.15 0.34 0.49 chord continuously, concurrently with dead (by others) for horiz. loads on the bldg. , Bldg Length = 90.00 it, Bldg Width = 8.00 It 2-3 -1601 0.16 0.13 0..29 loads and 0 % live load. Duration=1.33. NOTE: RIGHT OVERHANG DOES NOT WORK UNLESS Mean roof height = 10.41 It, mph = 80 Continuous bearing reaction = 400 PIC OTHER PROVISIONS ARE MADE (PER THE BUILDING UBC Standard Occupancy, Dead Load = 26.0 psf BC FORCE ABL END CS1 Connection (by others) must transfer equal DESIGNER) TO REDUCE THE OVERHANGS STRESS/ 4-5 2247 0.03 0.73 0.76 load to each ply (or add-on) shown. DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. 5-6 -719 0.01 0.32 0.33�'f'�'_�'�"�°�'�^�'�"'a� �•i-1s��f i�4 # f�f-� Maximum Unsupported Right TC OH = 4.2.11 WEB FORCE CSI WEB FORCE -051 _ 3-5 . 493 0.19 3-6 -1697 0.25 3.4 1 MAX DEFLECTION (span) U999 IN MEM 4.5 (LIVE) L= -0.02" D= -0.04" T= -0.07" ===== Joint Locations 1 0- 0- 0 4 0. 0. 0 2 3 2 6-10.15 5 4.4-14 3 8. 0. 0 6 8- 0- 0 0 T 3-2-1 T 4-0-0 8-0-0 X10-0-0 \ O� a s s F C`" TYPICAL PLATE: 1.5-4 �q 8/2004 All L Ail plates are 20 gauge Truswal Connectors unless preceded by '•18•' for 18 gauge or "H'• for 16 gauge, positioned per Joint Report, unless noted. oon. Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. eJ n g•Joti r;0c• EJOB#: VICKERY This des/gr, is /nr nn inJividunl hu/IdinR r.my onem nor r,vu .pxrcm. lr h- been h -d un ..'perdirminn.. provided by rhe rwnp.nrem auuralh- r C CM, 3 F. ® mrd done in ncranla-e .,'irh rhe rurrem .erosions n(TPland AFib) d-i7,nr ossa&"'' Nn irxlxnsihili0• i.v,.,>'r,rnrJ l ; Jimenrinnnl ocrurnr •. ljhaeasuu,., Truss I D : M 4 D me m he -1 fled hr she rwnpanem rnnnu/ncrurrr rnrrL'nr huildin7; desi)nrrrprior rnTrrhrirm/nu. 'l'he huildinx desixne urs. nvemaa don rhe land.. WSBnr• EL; WESTERN urilked o„ IN., da0s. , arra nr -ed,he Inndinx in,pnsed h, -,la, Inert/ hoildi„x ole rhe pr, ,odor npplu a,oa. 7%,r deri/n, neon,- rhnr oo, rap rhnrn S ERN WOODT'Live 16;00 psf DurFacs L=1.25 P=1.15 1, ln,cnnll/ h,r,rre h)• rhe .,,nrnr n,n,r..hendi,rx n„d d,e hnnn,n rhnr✓ i., hn<rnln• h nred hr n ri,;id.,he„d,)nx n„nrrhd d;rrerll nrrnrned ",der., orbs,., i.,r i. nosed. urarhxaha'ni,hrhne-l.-ps-a�..n..pm,enrene,ahe n„g•rn ednrrnareB„xlr,npn. Thi rrnn,pnre,u.dnum,rh,.•ph,rrdina,,, TC �2?r" 16A'af Rep Mbr Bnd 1.15 ear mrtr„vll rnnae rhe,nacrrr„�.:n,nr„rn rhe .rornl rn ercceJ l'J°b and/rr BC Liv2e" 0.00 �isf O.C.Spaeing 2-0-0 FABRICATORS e,nnr,nn f rr,usr rn„nrrrnr pinrr rnnn.,in,,. Fnh rare. h.n,dle h,.rrnn and brace (his Inas br aeroMrtr7ce u1sh dre following slmldardc 'JOINT I )ETAII-Y• hp '1'rusx nl. 'ANSI/Till 1'. 'II'TC A I'. IV u,d ?',- ('amus/ afAatede. Slaudard Ilenxn Rcxp n ibilidec 'IIANDLING INJTALLINGAND BNA(''/NG,%fET4L l°IATF. C'ONNI-XTED 11'0011 )'R(LfJES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85628 . (1//B -9/J and'///B-9l 5'(LVMARYS'NFF,7" hp TI'/. 77re r-, Phue Iona- (TPI) is hn:arerl n, D'(hu,lria Ori.r. Arndionn. IVia:w,.,h, 337/7. The Arnericnn boar.nm,dl'rtper dcmeiminn lAhTAl is loanrd 1)r!/Ill'lrh,pree(NIV, Err xrxl. O'addnghm. 1)('_()1)36, TOTAL 42.00 psf Segn T6.4.12- 0 14F.R47-10- me: VICKERY RESIDENCE BEGC REACT SIZE REQ'D TC 2x6 DFL #2 1218 3.50• 1.50• BC 2x4 DFL #1 315 3.50• 1.50• WEB 2x4 DFL STANDARD 73 3.50• 1.50• Mark all interior bearing locations. 653 3.50• 1.50• Shim bearings (if needed) for req sup�fort. NTS shone are based ONLY+++� on the trues material at each bearing Designed for 3.3 K lbs drag load applied evenly along the top chord to the chord TC FORCE AXL END CSI @ ea. bearing (unless noted), concurrently 1-2 -1786 0.15 0.40 0.55" with dead + 0 % live loads. D.F. = 1.33 2-3 786 •0.09 0.22 0.30 HOriz. reaction = 3.3 K lbs. ea. bearing. 3-0 807 0.10 0.08 0.18 Connection (by others) must transfer equal 0-0 -35 0.00 0.13 0.13 load to each ply (or add-on) shown. 0-0 -1 0.00 0.00 0.00 i�+"+:++f"+_-'+"'+"�+++;�}-}++}'•yr BC FORCE AYL BND CSI 4-5 2514 0.36 0.22 0.57 5-6 2513 0.36 0.10 0:46 6-0 -3300 0.47 0.00 0.47 WEB FORCE CSI WEB FORCE CSI 2-5 171 0.07 3-6 -237 0.05 2-6 -1434 0.35 4-0.0 TYPICAL PLATE: 1.5-4 4 5 6 -Ao All plates are 20 gauge Truswal Connectors unless preceded by ••18" for 18 gauge or '•H'• for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a Copy Of it to the Erecting Contractor nd, duiRrr L, R,r nn indmid-I buildh,y cnrnp prem nrrr rn zr sensor. dl lrnr hero M a•J nn .,prr•i/irrminns p,,,,•i l d he ,hr I..... ucn/ nuuru/irrrmrr ® and done in uccmdmrrr u idr rhe currenr ecrrton., H% TP! r„rd A/rPA deriRrr xrmrdnrd.,. ,V, Iry/xmrihilin• ix H.ecuHred �u nnnrrr„nr,nr Hrrra,n:/•. 1hnaH,iH,rx ore m he ,en//ed h,• rhe componnrr ,anrru(nnurer mrd/or hui/ding duiRrrcrpri�r rn%nhrirnrinrr. The hui/ding dexiR,rer ururr arcennin rhm rhr /Hnd, WESTERNWOOD urilired nn rhL• d-iR,r meer nr .,-d rhe rucdiag hqp d h/ rhe rncnl huildinx rude -d lb,,I r1h ulnr npplicrrliun. Y7re dcxixn nx.,v,ne.. rhnr rhe hnrrl L. MI -I0• h --d hr Um nw%w 11,. ahenrhlnR rurd rhe honour rh-d is hurndlr b --d hp n rigid xhenrhh,q uvucrin/ direcrry• Hunched wdecx Hrher,. ixa ,Id Rnu•inR x/muv, i..%nr lnrcml xun n%rnrn/xH,-1, ®nren,her., rn,l�• rn ndurr hurklirrR lcnRrh. n,i.. rnnr/HrncrH ,ehnll urn l c pinred in n.n• FABRICATORS crr,•;m mrnr rhnr ••dl rnu.,r Um mnixr........ n o%Ure _'dm _-d W- A HHdA,r rm,.,c rmrnrrn,r pima rm+ruio,,, h;,hrirnrr. hrrnJlc. hr.nnll and hrnre rhix nvp in ger nrdnnee x•irh Ure / II-ill9.erurdnrdr: JOINT 11:7;111-V hp T r -,d. llhrSI/T111 1: 'jjT(11 1' • Irrnxl 71 u.ca ('uurrcil j Anrericn WO0 3'rnndnrd Ucxi� r Rex/,r,naihiriricr. 71ANUI.ING INSTALLING ,IN1 /1ILICING IIETAI. l'! fTE CONNE(TI:ll 1 TR(/.�,SES, 3700 RIEGO ROAD. ELVERTA, CA 95928 . rNln-vb Hnd 7//R.v/ sl/verAR r.cl/FEr hr r'i'/. Tar n,..., ph,m In.nnrra ,rr/ /HrrHrd m lYth 1;iH m,". M U."",. The Anrcrirm, h:,raxr and /•neer Axcnrirrrin,r iAh%'A) is Inrnred m 1111 Ilrh .S'rrrrr, NIV, ,S'rr.• .run. II'nahinxnrn. 1r.' _llllJh, 3-2-1 Eng. Job:.EJ.AoO'- P Chk: CM <vj Dsgnr: EC a Truss ID: M5A Drw ; Plating spec : ANSlrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION( - • MULTIPLE LOAD CASES. Support 1 -138 Support 2 -210 Ib 2 PLATE VALUES PER ICBO RESEARCH REPORT #1607. - Support 3 Ib Install Interior support(s) hefnre. nror.tion, PLATING BASED ON GREEN LUMBER VALUES. Support 4 231 Ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurr(cane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 It, Bldg Width = 7.88 It Mean roof height = 10.41 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : L/999 IN MEM 4-5 (LIVE) L= -0.02" D= -0.03" T= -0.05" Joint Locations 1 2 1 0- 0- 0 4 0.0. 0 3' 2 4.4-14 5 4- 4-14 4.00 3 8-0-0 6 8- 0- 0 4-0.0 TYPICAL PLATE: 1.5-4 4 5 6 -Ao All plates are 20 gauge Truswal Connectors unless preceded by ••18" for 18 gauge or '•H'• for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a Copy Of it to the Erecting Contractor nd, duiRrr L, R,r nn indmid-I buildh,y cnrnp prem nrrr rn zr sensor. dl lrnr hero M a•J nn .,prr•i/irrminns p,,,,•i l d he ,hr I..... ucn/ nuuru/irrrmrr ® and done in uccmdmrrr u idr rhe currenr ecrrton., H% TP! r„rd A/rPA deriRrr xrmrdnrd.,. ,V, Iry/xmrihilin• ix H.ecuHred �u nnnrrr„nr,nr Hrrra,n:/•. 1hnaH,iH,rx ore m he ,en//ed h,• rhe componnrr ,anrru(nnurer mrd/or hui/ding duiRrrcrpri�r rn%nhrirnrinrr. The hui/ding dexiR,rer ururr arcennin rhm rhr /Hnd, WESTERNWOOD urilired nn rhL• d-iR,r meer nr .,-d rhe rucdiag hqp d h/ rhe rncnl huildinx rude -d lb,,I r1h ulnr npplicrrliun. Y7re dcxixn nx.,v,ne.. rhnr rhe hnrrl L. MI -I0• h --d hr Um nw%w 11,. ahenrhlnR rurd rhe honour rh-d is hurndlr b --d hp n rigid xhenrhh,q uvucrin/ direcrry• Hunched wdecx Hrher,. ixa ,Id Rnu•inR x/muv, i..%nr lnrcml xun n%rnrn/xH,-1, ®nren,her., rn,l�• rn ndurr hurklirrR lcnRrh. n,i.. rnnr/HrncrH ,ehnll urn l c pinred in n.n• FABRICATORS crr,•;m mrnr rhnr ••dl rnu.,r Um mnixr........ n o%Ure _'dm _-d W- A HHdA,r rm,.,c rmrnrrn,r pima rm+ruio,,, h;,hrirnrr. hrrnJlc. hr.nnll and hrnre rhix nvp in ger nrdnnee x•irh Ure / II-ill9.erurdnrdr: JOINT 11:7;111-V hp T r -,d. llhrSI/T111 1: 'jjT(11 1' • Irrnxl 71 u.ca ('uurrcil j Anrericn WO0 3'rnndnrd Ucxi� r Rex/,r,naihiriricr. 71ANUI.ING INSTALLING ,IN1 /1ILICING IIETAI. l'! fTE CONNE(TI:ll 1 TR(/.�,SES, 3700 RIEGO ROAD. ELVERTA, CA 95928 . rNln-vb Hnd 7//R.v/ sl/verAR r.cl/FEr hr r'i'/. Tar n,..., ph,m In.nnrra ,rr/ /HrrHrd m lYth 1;iH m,". M U."",. The Anrcrirm, h:,raxr and /•neer Axcnrirrrin,r iAh%'A) is Inrnred m 1111 Ilrh .S'rrrrr, NIV, ,S'rr.• .run. II'nahinxnrn. 1r.' _llllJh, 3-2-1 Eng. Job:.EJ.AoO'- P Chk: CM <vj Dsgnr: EC a TC Live TC Dead 16.00 psf 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf 3/18/2004 t Scale: 11/32" = 1- B#* VICKERY s%Iris ID: M5A s L=1.25 P=1.15 r Bnd 1.15 acing 2- 0- 0 Spec UBC -97 Seqn T6.4.12 - 0 i-Inh Namp• VICKFRY RESIDENCE BAG X -LOC REACT SIZE REQ;DTC 2x6 DFL #2 1 0- 1-12 1238 3.50^ 1.50^ BC 2x4 DFL 210OF-1.8E 2 9- 0-12 1181 1.50 ^ 1.50^ PLATE VALUES PER ICBO RESEARCH REPORT #1607. _ 3 9- 9- 8 74 3.50^ 1.50^ Install Interiorsupport(s) before erection. 4 7-10- 4 103 3.50^ 1.50^ ++++++++++++++++++++++ �BRO REQUIREMENTS ehT are based ONLY Designed for 3.3-K lbs drag load applied on the trues material at each bearing evenly along the top chord to the chord @ ea. bearing (unless noted), concurrently TC FORCE AXL BND CSI with dead + 0 % live loads. D.F. = 1.33 1-2 1834 0.21 0.72 0.94 Horiz. reaction = 3.3 K lbs. ea. bearing. 2-0 -105 0.00 0.46 0.46 Connection (by others) must transfer equal 0-0 -3 0.00 0.00 0.00 load to each ply (or add-on) shown. ++++++++++++++++++++++ BC FORCE,AXL BND CSI 3-4 -3300 0.33 0.51 0.94 4-0 -3300 0.30 0.00 0.30 )� 3-9-13 I0-6-1 . 3_ Truss ID: Plating spec : ANSI/TPI - 1995 ' THIS DESIGN IS THE, COMPOSITE RESULT OF MULTIPLE LOAD CASES. Mark all Interior bearing locations. PLATING BASED ON GREEN LUMBER VALUES. 1 2 ITN�_ - Drwg: UPLIFT REACTION(S) : r Support 1 .199 lb Support 2 -533 lb Support 3 -270 ib , This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes; Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 7.68 It Mean roof height = 10.41 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 3-2-1 MAX DEFLECTION (span) : U855 IN MEM 3.4 (LIVE) L=.0.11" D=-0.18" T=-0.28" ===== Joint Locations 1 0-0.0 3 0-0.0 2 8- 0- 0 4 8- 0- 0 X-11 4-0-0 - % 3 4 TYPICAL PLATE: 1.5.E®�j�� � OVER 4 SUPPORTS e 11/32 = 1 All plates are 20 gauge Truswal ConttBctors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. VICKE JOB#: vICKERY bored mr .greclfienlimu ryarlded 63' cnr/x.,ent mnnuf ,flares' This Jesfgrr is far nn hrdividunl bulfding rompnnmu nal nuv.0srem. h has been the o Chk: CM tt /t Truss I D . t Y 15 ® surd done fn mc.ardance .-ill, the current rersiona afTPI and APPA design samdards. No raspaaxibiliq is nc unred fur dimerrsinna/ accurao'. Dimensions Dsgnr• EC are to be ser(fted h3• the component mom jarturerand/ar buildlug designer prior to firbricntinn. The huild(ng desigimr mus) ascrnnfn Ilett the loads The design assumes Ihnr the top chord TC Live 16.00 psf DurFacs L=1.25 P=1.15 util(sed on this design meet or exceed the luadiag ingrosed by the local building code and she prrniculnr application. WESTERN WOOD is laterally braced by the ry forfoo-hemhiogarrd dre bnumn chord is lnrcnJlp hmceJ hynrlgiJ.Jtemhing mnrerinl directly anached ,ndessash-vise TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS anted. Brodag.sh-, hs./a,1-1-1 suppers of corrrpouems .,embers on1y m reduce buckling length. Psis rnmponent shnfl nal be placed hr nap envirnumentthat n•lllca=eshe mnLuurecuntewnfUaeusmdtoesceedl9°bond/r cause rorurectorplareconnsinn.Fabricntehandle.hrnnll BC Live O.00psf O.C.Spacing 2-0-0 and brace this hvss in accordance Milt thefullouiagslnndards: JOINT DETAILS by Trvsual. ANSI/TPI 1..'IVTCA P- IVood Tors Council BC Dead 10.00 psf Design Spec UBC -97- ,,f An,erBm Pondard Design Res/rnnslbilitfes. 71ANDLING INSTALLING AND BRACING METAL PLATE. CONNECTED WOOD TRUSSES' 3700 RIEGO ROAD, ELVERTA, CA 95626 - (1118-91) sad'HIB-91 SUMMARY SIIE£T by TPI. The T.. Pirate Inairute (77'0 is located rat D'Oo fHe Dnvo. Afadison. 1Viscoosia 33719. TOTAL 42.00 pSf Seqn T6.4.12 - 0 The Aurericao Fares) mrd Paper Asaochnion (APPA) is located at 1111 19th Street• NIV. Ste 800. IVnshiagim). DC 30036. ------------- 1JOb_ Name: VICKERY RESIDENCE BRG'X-LOC REACT gizE REO'D TC 2x8 DFL #2 1 0- 1-12 3403.50• 1.50• BC 2x4 DFL #1 ' 1. WE 8 2x4 DFL STANDARD BRO RBODIRENENTS shoulnlare wbased5ONLY PLATING BASED ON GREEN LUMBER VALUES. on the trues material at each bearing TC FORCE AXL HHD CSI 1-2 -502 0.00 0.08 0.08 2-3 -41 0.00 0.06 0.07 BC FORCE AXL BND CSI 4-5 447 0.06 0.06 0.12 5-6 441 0.06 0.06 0.12 WEB FORCE CSI WEB FORCE CSI 2-5 86 0.05 3-6 -93 0.01 2-6 -488 0.12 2.: MAX DEFLECTION (span) : L1999 IN MEM 4-5 (LIVE) L=-0.01" 0=-0-01" T=-0.01" 1 ===== Joint Locations 2 3 1 0- 0- 0 4 0. 0- 0 2 4- 4-14 5 4. 4.14 4.00 3 8- 0. 0 6 8. 0.0 3-2-1 4 5 �saq -P" ,6� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. g ® En . Job: EJ. nd, der;g„ lr r r rrn Indiridnn/ bnilei„g.nmr„ne,,, „m rrvrr.p•„em. /, hnr ner„ nnrrd m, .rrer;/;rmi,rnr „n,,.mrd hr dye em,rr„nrm ,nrmr,/nrrr„ <•r ,r ane d,„e In -1d cc e;,n die.nne,u eeninnr.fTPIm"d ArrAdrrig,,.r,nnd„rd,. Nn mr/,nnr;birq•;.r nr n„rndlrr d;mrnrimml nrrr,rna•. uimr,<rh,nr Chk: CM n x m be ,r.;ped b)•,he rnm/mm�,r mmr lrr,n2r m,di r h imnr� derix rrr� nr ,n /,rh rrnir,r,. rnr h„ildi,.x drrix r<•r „rn,, nrrrnn;n rhnr rhr dr Dsg n r: EC WESTERNWOOD u,ith1d nn N,ir Jerig r mee, nr emeed,he lnndiug imry,,red by,he In d huildh g rudr and d e rnniculnr lirn,iurr. Thr des; r G ln,rnd!)• hreced by drc mn/nr /Innr,dmn,hing m,d he hnunm rhnrd i.r ln,e,nllr hmced hr n ri . x" "r'°'^e' rhrn w<• rn/, r:nmd TC Live 16.00 psf ' nred Bmcirr hn.m /,r Ard shend,irrg mrrrrnn! d;rcrr!)• n,rnrh<•d rnrless nd,rniv.r<• -\ x, s,r he ,-1 rur/ nn u(romrnnmrtr memh n nnl)• In reduce hur.Aii'rg leng,h. Thir rnmr mem .drrdl nv, b ph ecd in row TC Dead 16.00 psf ®FABRICATORS envlmnnrennhn/ n•ill.nure the,- cnn,ern n(,he a ld 1. a ,.eed 19?6 nnd/nr.nose cons...... rime co h,,r. V.,hrirnre, 11,110e. inrrnl/ and brncc MI.. lruu in nrrnrr/ m eirh she Iblluw(ng.r,rmdnrdr: JOINT DF•TAl1_1"h,. T -r -,d. NN.1'1/7'!'1 /: •II?GI V • IVnnd 7,,- (•rrunrl! BC Live 0.00 psf 3700 RIEGO ROAD, ELVERTA, CA 03620 f k.m icn •6nndnrd /kng,r Res/,nnsihilirirr, 7MND/.ING /NSTA/.1JNG ANII /111A(7NG hlET,II. !'L ITh.' ('ONNE(TI:D IVODII TR(/S:4FS' • lIl1N-911 nnJ '/!lA-9/ .1'1/A/MARYS//h.'F.T'bv T/'/. The b -.e /'lmr hr,.rnum /TI'/ l..cu,eJ n, D'lA.nlrin BC Dead 10.00 psf 1 i.r I'he.4 er(cnn Viae„ and /'oyer A.-inr(orr (APPA) i., termed nr 1111 l9rh'y"`. NIV. S,e "0.. II'ndring,an. D(' 00.16. TOTAL 42.00 psf 17 C 3/18/2004 Scale: 19/32" = 1' jVICKERY russ ID: MD ,Du►Facs L=1.25 P=1.15 Rep,Mbr i3nd 1.15 O,C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 Truss ID: MD Drw: Plating Spec:ANSIrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF - This truss Is designed using the UBC -97 Code. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT 41607. End verticals designed for axial loads only. Extensions above or below the truss profile Truss Location = End Zone 'Hurricane/Ocean Line = No , Exp Category = B (If any) require additional consideration (by others) for horiz. loads on the bldg. Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height = 10.41 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf MAX DEFLECTION (span) : L1999 IN MEM 4-5 (LIVE) L=-0.01" 0=-0-01" T=-0.01" 1 ===== Joint Locations 2 3 1 0- 0- 0 4 0. 0- 0 2 4- 4-14 5 4. 4.14 4.00 3 8- 0. 0 6 8. 0.0 3-2-1 4 5 �saq -P" ,6� All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. g ® En . Job: EJ. nd, der;g„ lr r r rrn Indiridnn/ bnilei„g.nmr„ne,,, „m rrvrr.p•„em. /, hnr ner„ nnrrd m, .rrer;/;rmi,rnr „n,,.mrd hr dye em,rr„nrm ,nrmr,/nrrr„ <•r ,r ane d,„e In -1d cc e;,n die.nne,u eeninnr.fTPIm"d ArrAdrrig,,.r,nnd„rd,. Nn mr/,nnr;birq•;.r nr n„rndlrr d;mrnrimml nrrr,rna•. uimr,<rh,nr Chk: CM n x m be ,r.;ped b)•,he rnm/mm�,r mmr lrr,n2r m,di r h imnr� derix rrr� nr ,n /,rh rrnir,r,. rnr h„ildi,.x drrix r<•r „rn,, nrrrnn;n rhnr rhr dr Dsg n r: EC WESTERNWOOD u,ith1d nn N,ir Jerig r mee, nr emeed,he lnndiug imry,,red by,he In d huildh g rudr and d e rnniculnr lirn,iurr. Thr des; r G ln,rnd!)• hreced by drc mn/nr /Innr,dmn,hing m,d he hnunm rhnrd i.r ln,e,nllr hmced hr n ri . x" "r'°'^e' rhrn w<• rn/, r:nmd TC Live 16.00 psf ' nred Bmcirr hn.m /,r Ard shend,irrg mrrrrnn! d;rcrr!)• n,rnrh<•d rnrless nd,rniv.r<• -\ x, s,r he ,-1 rur/ nn u(romrnnmrtr memh n nnl)• In reduce hur.Aii'rg leng,h. Thir rnmr mem .drrdl nv, b ph ecd in row TC Dead 16.00 psf ®FABRICATORS envlmnnrennhn/ n•ill.nure the,- cnn,ern n(,he a ld 1. a ,.eed 19?6 nnd/nr.nose cons...... rime co h,,r. V.,hrirnre, 11,110e. inrrnl/ and brncc MI.. lruu in nrrnrr/ m eirh she Iblluw(ng.r,rmdnrdr: JOINT DF•TAl1_1"h,. T -r -,d. NN.1'1/7'!'1 /: •II?GI V • IVnnd 7,,- (•rrunrl! BC Live 0.00 psf 3700 RIEGO ROAD, ELVERTA, CA 03620 f k.m icn •6nndnrd /kng,r Res/,nnsihilirirr, 7MND/.ING /NSTA/.1JNG ANII /111A(7NG hlET,II. !'L ITh.' ('ONNE(TI:D IVODII TR(/S:4FS' • lIl1N-911 nnJ '/!lA-9/ .1'1/A/MARYS//h.'F.T'bv T/'/. The b -.e /'lmr hr,.rnum /TI'/ l..cu,eJ n, D'lA.nlrin BC Dead 10.00 psf 1 i.r I'he.4 er(cnn Viae„ and /'oyer A.-inr(orr (APPA) i., termed nr 1111 l9rh'y"`. NIV. S,e "0.. II'ndring,an. D(' 00.16. TOTAL 42.00 psf 17 C 3/18/2004 Scale: 19/32" = 1' jVICKERY russ ID: MD ,Du►Facs L=1.25 P=1.15 Rep,Mbr i3nd 1.15 O,C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 r••r b"Name: VICKERY TYPICAL PLATE: 2-4 RESIDENCE TC 2x6 DFL #2 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Gable verticals are 2x 4 web material spaced at 16.0 " D.C. unless noted otherwise. Top chord supports 24.0 " of uniform load at 16 psf live load and 16 psf dead load. Additional design considerations may be required if sheathing is attached. [+) indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"intervals. Bracing Is a result of wind load applied to member_(Combinatlon axial plus bending). This-hiss`requires adequatesheathing;cas designed by others;`applledto the truss" pelfac'p-providing-lateral for webs in `�'- the truss plane'and_creating shear, actlon=to resist diaphragm -loads. 777sv �: E 1 2 3 0 2.2-1 4-0-0 1 s -o -o , 4 5 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `^ WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor ® 7hia deslg„ 4 f, a , wdividua/ huilding cnm/xn,em nm nvs.,.nsmm. h hn, heen Meed rrn .aMci irnrina, 1-M h d hp rhe ...... ,nr,u nm nu an/ru:rarer ,.nnu., d done in ncrnNnnce x•irh rhe rumrm ve,. h,,. j TP/and AFPA rlee/grr-,dnrdr. ,Vn «•.,/,nn.cihilirr i.c ns.,wned /,r diu,ensiun,N nrrurnry•. IN art n he v Hticd by rhe r pr 1 ovum%ncm,rr nodi r huirdtng de,ilntcr pw, ra Jnhrirmi„rr 'r'hc huildiue dc,iA mr mus, ncr ermiu rho, rfre /undo' WESTERN WOOD urili:rd,, rhf design, meet nr exceed rhe /ending i,,M.,cd be Me hxsd huihiing ranee a,rd Nm prnTiralnr appli erally h---—f­cminn. 7hc dcwiynr nssu,nea' rhm nc�• rluarl Lr /nrd by Nie /luond,enrhing and rite boanm chord is 1111-1h• burr -rd hr r, rigid xh-thing mmerini Jirecrry• nnrrched un/ecr nrhrnrise used. Umring rhoMn U /nr /nm,n/ ruppurt nl'co,npaurnt, members on/y n, rrrlucr buckling length. r'his rmnp,man .rludl unr be ph, -d h m,r ®FABRICATORS °'^,namm rhnr "•il/roust rhe muinurc ..... r q'rhe —d n, -r-d /9Pd m,dlur rau,c rwmrrror pinre n-vunm. Fab,i-te. h dle. loam/ mrd brace this tn,.0 i,t ­,hyllce xirh rbc fnlln.wit xrnndardr: 'JOINT IJETA/I-1” hl• Tr.1-1.:.I N1'/?PI 1. 'IVTC 1 P. IVrmd Th— C'uw,cit o/.Imrrirn \in„dnrd Urrigr, Re,ponsihflitic.,. '//AN!)1,/N('!M1'7ii/.hlNr ANU HR:I C'/,Vl; ,1!!i 7'.II. I'/�17'l: CONN/iCT/:U IVpOU 7'R(/.1:1'/i\" 1700 RIEGO ROAD, ELVERTA, CA 948I6 -11118-91) and'!//R-9/ Sf/MMAR f .C//�f:T Ar TPL The Tvaa /'/art b,.rriru,e 't—I ad&(rll"PA) ismIll / 191h.V11-1. NlV 811(�G(mLOC.' Yb/Jrr1herTp/ . nn,in SJ719 6 NTIN— U S,;� Eng. Job:.EJ. f. Dsgnr: EC TC Live Truss ID: MGE ' Drw: . Plating spec : ANS11TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF This truss Is designed using the MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. UBC - 97 Code. Bldg Enilosed = Yes, Importance Factor = 1.00 'truss PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Location = End Zone Hurricane/Ocean Line= No , Exp Category = B Extensions above or below the truss profile (if any) require additional consideration Bldg Length = 90.00 fl, Bldg Width = 8.17 ft Mean roof height = 11.24 ft, mph = 80 - (by others) for horiz. loads on the bldg. UBC Standard Occupancy, Dead Load= 26.0 psf 1 2 3 0 2.2-1 4-0-0 1 s -o -o , 4 5 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. `^ WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor ® 7hia deslg„ 4 f, a , wdividua/ huilding cnm/xn,em nm nvs.,.nsmm. h hn, heen Meed rrn .aMci irnrina, 1-M h d hp rhe ...... ,nr,u nm nu an/ru:rarer ,.nnu., d done in ncrnNnnce x•irh rhe rumrm ve,. h,,. j TP/and AFPA rlee/grr-,dnrdr. ,Vn «•.,/,nn.cihilirr i.c ns.,wned /,r diu,ensiun,N nrrurnry•. IN art n he v Hticd by rhe r pr 1 ovum%ncm,rr nodi r huirdtng de,ilntcr pw, ra Jnhrirmi„rr 'r'hc huildiue dc,iA mr mus, ncr ermiu rho, rfre /undo' WESTERN WOOD urili:rd,, rhf design, meet nr exceed rhe /ending i,,M.,cd be Me hxsd huihiing ranee a,rd Nm prnTiralnr appli erally h---—f­cminn. 7hc dcwiynr nssu,nea' rhm nc�• rluarl Lr /nrd by Nie /luond,enrhing and rite boanm chord is 1111-1h• burr -rd hr r, rigid xh-thing mmerini Jirecrry• nnrrched un/ecr nrhrnrise used. Umring rhoMn U /nr /nm,n/ ruppurt nl'co,npaurnt, members on/y n, rrrlucr buckling length. r'his rmnp,man .rludl unr be ph, -d h m,r ®FABRICATORS °'^,namm rhnr "•il/roust rhe muinurc ..... r q'rhe —d n, -r-d /9Pd m,dlur rau,c rwmrrror pinre n-vunm. Fab,i-te. h dle. loam/ mrd brace this tn,.0 i,t ­,hyllce xirh rbc fnlln.wit xrnndardr: 'JOINT IJETA/I-1” hl• Tr.1-1.:.I N1'/?PI 1. 'IVTC 1 P. IVrmd Th— C'uw,cit o/.Imrrirn \in„dnrd Urrigr, Re,ponsihflitic.,. '//AN!)1,/N('!M1'7ii/.hlNr ANU HR:I C'/,Vl; ,1!!i 7'.II. I'/�17'l: CONN/iCT/:U IVpOU 7'R(/.1:1'/i\" 1700 RIEGO ROAD, ELVERTA, CA 948I6 -11118-91) and'!//R-9/ Sf/MMAR f .C//�f:T Ar TPL The Tvaa /'/art b,.rriru,e 't—I ad&(rll"PA) ismIll / 191h.V11-1. NlV 811(�G(mLOC.' Yb/Jrr1herTp/ . nn,in SJ719 6 NTIN— U S,;� Eng. Job:.EJ. Chk: CM Dsgnr: EC TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf ===== Joint Locations 1 0.0-0 4 0.0.0 2 3.8.0 5 3. 8.0 3 5-0-0 6 s.0.0 c7= F- �Q- #13/18/2004 �g1 Scale: 17/32" = 1' JOI vv KERY suss ID: MGE DtirF �s L=1.25 P=1.15 �: epi brs8�nd 1.15 . C.Sp ca ing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 1 2 9-9.11 T SHIP 3-1-13 1 40 5-7-14 „•:.. 11-3-12 TYPICAL PLATE: 3-12 3/18/260 OVER 9 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. O WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.g c En ..lob':`.H � J �y�Y' �' JOBif'-bICORY rhl, d,-,fxrr Isor m, h,dividunl huilding rn",paucnr -1 vurc.cpvem. 11 has bemr h ,.red "n .Imdficnrinnc pan•ided h,' rhe comprn,enr noum( ., er Chk: CM "w ® mrd done to nrerorrinncr uirh rhe rurrem rrrsimrr rrlTP/and AFPA drrigr, .,,andnrar. Nn rrr/xrr,.dhili• i.r ".rrmned err d;mm,.ri»„rd "rr»p,r[I•. /1ir"rrrri"»r - Truss I D : H R K rem he verified A, rhe rmnpruren(u..... nurser nnd/nr huilding desiguerryinr tr{lnhricminn. The huilding Acclgr,er nmry nccerrnin ,hnr rhe /no ds Dsgnr: EC WESTERN WOOD u1dh,d­,hisdcrigrureaoreccccddrelandingh,p,.mdby,hcInv1huildingr hurl rhe/x,nirulnr /rlicn»un. TherlerrArnc+runer hr.rnprhnrd TC Live 16.00 psf DurFaes L=1.25 P=1.15 Is lnr 111 hm d h, rhe nx,!»r/hurr.Jrcnrhing ­d,ha A,nra", rhnrd I., Imetal/-.- hr"rcd by r, r/giJ shr""rl»g rnn,rri"I di -113 11 hcd. ur,/csr art--i.rc "mea fl -mg ,hn"rrcr,trrlmrnrl,uPjrrnrlr.nn1�rrrrr":,nennr m,(l•mr dneehn khrrglrngrh. TfdrrmnM»rer".rh"ln,nrhrhlrrredinmr,• TC Dead 16.00 psf Rep Mbr Bnd 1.00 FABRICATORS lvr;rrrm -­rmrnrr:,-Pl",rr"rrr„i"n. Fahrir:nre.h"rrdie.h.udl BC Live 0.00 psf O.C.Spaeing 2-0-0 and b -c (his Imm in ncrurdm¢e alih rhe fnll)x*,g standards: 'JOINT DETAILS' hr Tnavnl. SIMSI?!'! I: 'IVTCA l'. IVnnd Teas Cuuru•il of Americo .pnnduN /hxlgn Rcs/xnrnihilirirc'//ANnIJNf,IN.CT.1/.lhV(i.INO HRAC'/Nfi A(h.'TAI.I'1.A1'F.'('nNNF.(7'I>D IVn(,D 1'lil/,1:1'F.'.1" BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95826 .01111-91) and •//18.91 SUMALIR YS111 ..'r h,• TPI. Tfre *r,- l'lnrr l.r.r,i,u,, (17'1)i.r /,,noted nr U'(Au.lr-in /Jri+•c. ,llnr/iavur. IVisrun.rrn 3l719 TheArnerwe F-land/'.perA.u-4,rinrr(AFPA)isloenrcdnrI/II 19th .6rrer.NRS.W 800.n'nshin,eh»r.UC`00:+G. TOTAL 42.00 psf SegnT6.4.12- 0 r: •, Jbb Name: VICKERY. RESIDENCE Truss ID: HRK Drw BROX-LOC 1 REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSIfTPI - 1995 UPLIFT REACTIONS) : 2 0- 1-12 11- 4- 8' 535 3.50• 1.50• 373 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 3 -121 Ib 3 15- 4- '8 1. 50• 1.50" SLIDER 2x4 DFL #1 MULTIPLE LOAD CASES. r Support 5 -5 lb 4 19- 4- 8 0 1. 5o• 1.50^ Mark all Interior bearing locations. , PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the 26 1.50• 1.50• Permanent bracing Is required (by others) to Install Interior support(s) before erection. UBC -97 Code. S 6 23- 4- 8 27- 4- 8 0 1.50• 1.So• 1 1.50^ prevent rotation/toppling. See HIB -91 and PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 7 8 31- a- H 33- 9- 9 1.50• 0 1.50• 1.50• ANSI/TPI 1-1995 or ANSI/TPI 1-2002. NOTE: LEFT OVERHANG DOES N07 WORK UNLESS a ... a ....... a... a ..... NOT ANALYZED FOR UNBALANCED LOAD CASES Truss Location =End Zone " Hurricane/Ocean Line = No Exp Category = B 9 11- 2- 0 0 3.50• 1.50" OTHER PROVISIONS ARE MADE (PER THE BUILDING ...................... , Bldg Length = 90.00 ft, Bldg Width = 11.25 Il B 98 3.50• 1.50• DESIGNER) TO REDUCE THE OVERHANGS STRESS/ Mean . BRG REQUIREMENTS shown are based ONLY DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. tft, roof height (t, mph = 80 on the truss material at each bearing Maximum Unsupported Left TC OH = 3 UBC Standard Occupancy, Dead Load = 26.0 psi -9 -11 ----------LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Pif L.Loc R.Plf R.Loc LL/TL TC FORCE A%L HND CSI - 1-2 -573 0.00 0.60 0.60 1-2 51 0.01 0.51 0.52 2-0 -41 0.00 0.51 0.51 - 0-0 5 0.00 0.08 0.08 0-0 -1 0.00 0.02 0.02 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 MAX DEFLECTION (span) : U700 IN MEM 34 (LIVE) BC FORCE AXL HND CSI . L= -0.19" D= -0.31" T= -0.50" 3-4 78 0.00 0.66 0.66 4-0 0 0.00 0.00 0.00 =___= Joint Locations 1 0.0.0 3 0- 0- 0 FORCEWEB CSS WEB FORCE CSI 2 11.3-12 4 11-3.12 SLDRL 535 0.11 1 2 9-9.11 T SHIP 3-1-13 1 40 5-7-14 „•:.. 11-3-12 TYPICAL PLATE: 3-12 3/18/260 OVER 9 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. O WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.g c En ..lob':`.H � J �y�Y' �' JOBif'-bICORY rhl, d,-,fxrr Isor m, h,dividunl huilding rn",paucnr -1 vurc.cpvem. 11 has bemr h ,.red "n .Imdficnrinnc pan•ided h,' rhe comprn,enr noum( ., er Chk: CM "w ® mrd done to nrerorrinncr uirh rhe rurrem rrrsimrr rrlTP/and AFPA drrigr, .,,andnrar. Nn rrr/xrr,.dhili• i.r ".rrmned err d;mm,.ri»„rd "rr»p,r[I•. /1ir"rrrri"»r - Truss I D : H R K rem he verified A, rhe rmnpruren(u..... nurser nnd/nr huilding desiguerryinr tr{lnhricminn. The huilding Acclgr,er nmry nccerrnin ,hnr rhe /no ds Dsgnr: EC WESTERN WOOD u1dh,d­,hisdcrigrureaoreccccddrelandingh,p,.mdby,hcInv1huildingr hurl rhe/x,nirulnr /rlicn»un. TherlerrArnc+runer hr.rnprhnrd TC Live 16.00 psf DurFaes L=1.25 P=1.15 Is lnr 111 hm d h, rhe nx,!»r/hurr.Jrcnrhing ­d,ha A,nra", rhnrd I., Imetal/-.- hr"rcd by r, r/giJ shr""rl»g rnn,rri"I di -113 11 hcd. ur,/csr art--i.rc "mea fl -mg ,hn"rrcr,trrlmrnrl,uPjrrnrlr.nn1�rrrrr":,nennr m,(l•mr dneehn khrrglrngrh. TfdrrmnM»rer".rh"ln,nrhrhlrrredinmr,• TC Dead 16.00 psf Rep Mbr Bnd 1.00 FABRICATORS lvr;rrrm -­rmrnrr:,-Pl",rr"rrr„i"n. Fahrir:nre.h"rrdie.h.udl BC Live 0.00 psf O.C.Spaeing 2-0-0 and b -c (his Imm in ncrurdm¢e alih rhe fnll)x*,g standards: 'JOINT DETAILS' hr Tnavnl. SIMSI?!'! I: 'IVTCA l'. IVnnd Teas Cuuru•il of Americo .pnnduN /hxlgn Rcs/xnrnihilirirc'//ANnIJNf,IN.CT.1/.lhV(i.INO HRAC'/Nfi A(h.'TAI.I'1.A1'F.'('nNNF.(7'I>D IVn(,D 1'lil/,1:1'F.'.1" BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95826 .01111-91) and •//18.91 SUMALIR YS111 ..'r h,• TPI. Tfre *r,- l'lnrr l.r.r,i,u,, (17'1)i.r /,,noted nr U'(Au.lr-in /Jri+•c. ,llnr/iavur. IVisrun.rrn 3l719 TheArnerwe F-land/'.perA.u-4,rinrr(AFPA)isloenrcdnrI/II 19th .6rrer.NRS.W 800.n'nshin,eh»r.UC`00:+G. TOTAL 42.00 psf SegnT6.4.12- 0 Job Name: VICKERY RESIDENCE BRO E -LOC REACT SIZERSO+D Tc 2x8 DFL #2 1 0- 1-12 632 3.50 .1.50• BC 2x4 DFL #1 2 e- 0-12 520 1.50^ 1.50• PLATE VALUES PER ICBO RESEARCH REPORT #1607 3 17- 0-12 -16 1.50^ 1.50^ Install Interior supports) before erection. 4 16- 0-12 16 1.50^ 0• 1.5 i+fi♦4.....♦+i+4 f..... 5 20- 0-12 0 1.50• 1.50• NOT ANALYZED FOR UNBALANCED LOAD CASES 6 24- 0-12 1 1.50` 1.50• ++++++..+... a++++++++a 7 25-10-15 0 1.50• 1.50" 8 7-11- 4 74 1.50` 1.50` ' BRG REQUIREMENTS show are based ONLY on the trues material at each bearing TC PORCH ABL HND CSI 1-2 97 0.01 0.35 0.37 2-0 -68 0.00 0.35 0.35 0-0 4 0.00 0.04 0.04 0-0 -1 0.00 0.01 0.01 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 BC PORCH ABL BND CSI 3-4 88 0.00 0.28 0.28 4-0 0 0.00 0.00 0.00 - _ •- '1r rrjA (-- = f'M\ Truss ID: J826 Drwg Plating spec : ANSI%TPI - 1995 UPLIFT REACTION(S): THIS DESIGN IS THE COMPOSITE RESULT OF Support 3 -68 Ib MULTIPLE LOAD CASES. _ Support 5 -3 Ib - - - Mark all Interior bearing locations. This truss Is designed using the PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 40.00 It Mean roof height = 10.41 fl, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 1 2 f MAX DEFLECTION (span) : U999 IN MEM 3-4 (LIVE) L= -0.06" D= -0.09" T= -0.15" ===== Joint Locations 1 0-0.0 3 0.0.0 2 8- 0- 0 4 8- 0. 0 16-3- r rw 10-5-15 T IP ,.-4 3 1- 3-2-1 �- .. S6; _ l C_(ri •;�� I o oet{E G• 8-0-12 10-8-7 („ 4-0-0 -i8.0 � -0 � 2 > ` 9 ` \2 TYPICAL PLATE: 3-4 ��� + \�.' apt a I 1 004 "S PAll plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gaugepositioned per Joint Report, unless noted. s '/ Scale: 5/32° = V y- WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. EnA?J�GrrEJ. qAr JOB#: VICKERY 71dx de..ig„ it fir an iudivldunl hui/ding romponenr nm rrvs..gxrcm. lr hm been bnseJ nrr s/,erifcnrinns p,nvided by rhe ...... u,e...+nn...if- urer Ch k: L"Nk ® n„d dune ;++urea dmrne ..an, rhe ee re+u , r>;n ,y TPI and .IfPa daaiA , s+arrdnr� . Nn r •.rpnrsibiliq• is nsru+ned %nr di+ ,,,.eiunnl ncrurnr r. 01, a uiun.r 4 Truss I D : J 8 2 6 arc rn l.e vcriped by rhe -r v..... cmrcr and/nr hui/dinx drxi7,nrcrprinr mJnhnersinn, Thr.• building decig,rer u,u I."'min char rhe lands Dsg nr: EC WESTERN WOOD urili.cd nrr IN. *fig,, neer - nmced rhe h.dhw in"r d he lural building cr de and roc• pnniculnr applicmim,. 7bc Je..;g nsavmer drm rhe rvp ch.,d ),Intern/n•bn,eedhydenn,rnrpnnr,henmin TC Live 16.00 psf DurFaes L=1.25 P=1.15 g mrd rhe bnunm r:hrrrrl iv lnrcrnlly hrnceJ hp a rigid xhcarhing uunerinl Jircrrlr marl+cd unlex.. nrhenri.rc nmed. /laming shaxn is,(+r Inmrnl..rppnn r.%ru+np.mm�r.. nm+nhrr. only m reduce buckling lrnrgth. T74.. ruuyn+.rcnr.vhnll aur he placed in urn• TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS m,visor„nenmm�r,rulr�n...ems,+mcnarermucmNlhev.n+dn,e..reedlr^ r,ahs,rrnn,er...... ,rphnerrn..... ;m+. h'nn rme.h,mdle.;n"r'/1 BC Live O.00 psf and brace this Ir in --rdn- me•irh rhe falluuvmg n -dards 701NT D/i TAILS'hp l)'usn•al. 11N1'1/J'l+l l: lvT(n /'. W -d n.,„ C (-ill _ O.C.Spaeing 2-0-0 0 Amuirn Slrrndnrd/.VugrrNeymn.cihi/;tier.'/I.LVDLrr/GIM)7ALLINGANO OlAI('1NG AlET41./'LITE. coNrlecT/sD IvuoD 7.1alsva' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . l///O Yl1 rmd '///B Yf SUAldL1R 1'.1'//liETbr TPI, The Tnr s /'tare /anima I'1P11 is lvcnmd nt ll'(hmlih, 11,1 .7/ndiarur. Hi ........... 53,11. urea+nerier,nl•'a,r,trmdrr,perp.<.neinnm,(APPt)lslnrmednt.NIKSI •rrIu..lx'_0036, TOTAL 42.00 psf SegnT6.4.12• 0 JobName: VICKERY.RESIDENCE IBRO Y -LOC REACT SZZE REg'D TC 2x8 DFL #2 1 0- 1-12 705 3.50• 1.50• BC 2x4 DFL 210OF-1.8E 2 8- 0-12 929 1.5o• 1.50• PLATE VALUES PER ICBO RESEARCH REPORT #1607 3 12- 0-12 , 146 1.50 . 1. so- Install Interior support(s)before erectlyn. 4 16- 0-12 64 1.50• 1.50•x.=a-ns•.t•t•+».+.+.+, + 5 20- 0-12 0 1.50• 1.50• Deslgned for 2.4 K lbs drag l� oa�app le$VMOMOWW 6 24- 0-12 3 • 1.50• 1.50• evenly along the top chord to the chord - 7 26- 8-11 0 1.50" 1.50• eD ea. bearing (unless noted), concurrently 8 7-11- 4 93 1. 50• 1.50• with dead + 0 % live loads. D.F. = 1.33 BEG REpeZRBt4ENTS shown are based ONLY Horiz. reaction = 2.4 K lbs. ea. bearing. on the truss material at each bearing Connection (by others) must transfer equal SegnT6.4.12- 0 load to each ply (or add-on) shown. ' TC 1 2 FORCE AYL END CS Z - 1346 0.16 0.56 0,72 2-0 -69 0.00 0.35 0.35 0-0 -34 0.00 0.06 0.06 0-0 -3 0.00 0.03 0.03 0-0 1 0.00 0.01 0.01 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 BC FORCE AEL END CSI 3-4 -2400 0.18 0.36 0.54 4-0 -2400 0.22 0.00 0.22 9-5-3 IO -6-1 1 8-0-0 2 Truss ID: J827D Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Mark all Interior bearing locations. PLATING BASED ON GREEN LUMBER VALUES. NOT ANALYZED FOR UNBALANCED LOAD CASES This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 40.00 ft Mean roof height = 10.41 it, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf UPLIFT REACTION(S): Support 1 -332 lb Support 2 -273 lb Support 3 -81 Ib Support 5 -12 Ib - HORIZONTAL REACTION(S): support 1 1221b support 8 1221b Drwci: . MAX DEFLECTION (span) : L/995 IN MEM 3-4 (LIVE) L=-0.09" D=-0.15** T=-0.25" ===== Joint Locations 1 0. 0- 0 3 0- 0- 0 2 8. 0- 0 4 8- 0- 0 M" All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. - +7 "TAS Scale' 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: A. ew*h JOB#: VICKERY ® This derigrr, is (nr nn individual hulldlnR cumprc mm�nrm rrua.gsrrm. h has been hraed an ..pen/irnrinns provided hp dre orn/xrucnr mnrm(ncru,rr d dhe i anmrr in nrronlnnce cm ,vnl?f rP/ and AFPA design nns .stdad,. anrNn rcsprmsihilip• is assunmd%na dimcnsinrrnl nrrurnrp•. Din,easialu Ch k: CM Truss I D J 8 2 7 D. me m he vcriled lq• dre campnrrerrr mono/nrrurer rmd/ r huildinR Jcsig,mr prior nr (nMicminn. The huifdiag desi/,nmr mwr ascertain alar rim landr Dsg n r: EC :J . WESTERN WOOD url/iced an rhls design 1 "r esaeed rhe hu,diaR /nrprued M• dm I r:al hui/diulr rade mrd rhe pnrsiru/nr npplicm/nn 71he d -til,, n woes that be nap rin's/ TC Live , 6.DD p DurFa /s h /nran/h• roceJ by rhe n„Jar /Irmr.d enrhing and rhe Mnrnm chard Is /nrernlh• lanced hr a rigid shenrhh,g material di-ty arrnche.d, unlnss mhcr..vse es L=1.25 P=1.15 ®FABRICATORS used.!/rocingshnnsr/s(nr/nrcrn/.mpprrrrn%rmnp.uru,rsmrmhrnon4•rurc•Jurc•luckling/c.rgrh, 77riscumpnnrm.dud/mn/x•p/rrrcdinnur "^,,,r„thmnillrnumUmnroinurernmeruo/he.,.droIMaadlrr TC Dead 16.00 psf Rep Mbr Bnd 1.15 ex-ed awe rannrt or plate cunvr.pun,pnMiemc.h-dle.install ad It- r/ds rruu in a:,,adra- with rho Plllila'nh!.ilnndardc JOINT Dh.'7A1I.V& 21--l.l. :IN.1'Jrrl'/ /: 'IVrO1-I I' IV -d l('umuv/ 13C Live 0.00 psf O.C.Spaeing 2-0-0 3700 RIEGO ROAD. ELVERTA, CA 85029 ry.lmerirn .l7m,durd /hsiR„Rexparrsihilllie.<. 'IIAN/)/./N(i lN.1'1:11.L/NIi.INU IIRA('JN(iMh.'7ill.l'I.A17i r'11NNl>('7'1:l)IV(J(Jl)7'Rl/.1'.CI>.1" BC Dead 10.00 psf Design Spee UBC -97 . /ll//1•V!1 and'//l//-Yl .1'(/MA/ARYJ'l"hr TP/. 7br TYu.o l'lnrc lr,srinae /Tl'/I i.e Im'nmd n/ l)'(hrrrlrw Mi-, Aladi."rn. Iviar an sir, JJ719.. T7 4 erwaaFareslmrdNperA•rsnciminn(APPA)i., a,ednr1111Mrh,eircel.Nlv.9e8hp.u5uiringmn.UClR0J6, TOTAL 42.00 psf SegnT6.4.12- 0 oli Name:'VICKERY RESIDENCE eROX-LOC Scale' 15/32" = 1' BRACT SIZE RRO'D TC 2X6 DFL* #2 1 0- 1-12 629 3.50 .1.50" BC 2x6 DFL #2 2 3-10-15 225 1.50•1.50• -PLATE VALUES PER ICBG RESEARCH REPORT #1607 3 7-11- 4 252 1.50+ 1.50• Install interior support(s) before erection. 8RO REQUIREMENTS shorn are based ONLY Shim bearings (If needed) for req. support. r on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. nJ'Amcr;cn.5'anrdardLk-iXlr Re,/.nsihilbic,,'IMNI)LING INST.ILL/NGAND HRA0NGAfli7Al. MA TF. CONNECTED Ir000 'TRILSSF.S' . ,///11 9/.1 n,rd 7118.9/ SUMMARYMIEET'hy n-1. 7'he'/',vp l'In„r hnnrurr (Tl'/) is lurn,crl rn 11y), %r in /lrvvr, ifnrli.rnn. IV;sc""'in 5.17/1, BC Dead (X psf Design Spec UBC -97 NOTE: LEFT OVERHANG DOES NOT WORK UNLESS TC FORCE AXL END CSI OTHER PROVISIONS ARE MADE (PER THE BUILDING 1-2 70 0.00 0.39 0.39 DESIGNER) TO REDUCE THE OVERHANGS STRESS/ 2-0 -1 0.00 0.00 0.00 DEFLECTION, OR TRIM TO MAX. LENGTH NOTED. Maximum Unsupported Left TC OH = 3-10-9 RC FORCE AYL HND CSI 3-4 29 0.00 0.69 0.69 4-0 0 0.00 0.00 0.00 TYPICAL PLATE: 1.5-4 3 Plating spec : ANSIrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Mark all Interior bearing locations. Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and ANS11TPI 1-1995 or ANSI/TPI 1-2002. 2 0 Truss ID: J84X � .tl Drw9: This truss Is designed using the - UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 It, Bldg Width = 40.00 ft Mean roof height = 9.74 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf ----------LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LLrrL TC Vert 64.00 0-0-0 64.00 3.11.11 0.50 BC Vert 20.00 0-0-0 20.00 8-0-0 0.00 .-.Type... lbs X.Loc LLITL SC Vert 355.0 5- 0- 0 0.38 MAX DEFLECTION (span) U9991N MEM 3.4 (LIVE) L= -0.06" D= -0.09" T= -0.14" ===== Joint Locations 1 0- 0. 0 3 0. 0- 0 2 8- 0- 0 4 8- 0. 0 4-0-0 3 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. "4c. Scale' 15/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. J b. J. Jos#: vicKERY ® 77,1.1 deng„ i,.r,r m, b,d;vldnnl h0dhrg rn M -m m,r rm.<1.rrx,mn. R ha, been h, -d r,,,.r/„ nrrnnm,.r p, idrd h/•,he rmnrr,nr,.. n.....f rem rrTruss and d,ne ;,, nrrmdnnre w•;rn ,he rm,r,n a ,;n,1, rlI rr/ n„d open d lig 1 „m,dnrdl. Nn rN n„sort;,/ r, acln,ner/ /nr dhnrnrimml nr nrnq•. v;im„ l� 4F I D : J 84X rtes m he .rripeJ br ,he rn,n/xma„ mono%ncrurcr and/nr hu;lding derierrer prior rn (rhr;cm;a,. 77rc hu(Id(ug de,;Anrer mrnt nmenniu dun ,he hn,dr n r- E i WESTERN WOOD ®FABRICATORS uril(:edanddsde,rg,nrenurevicedrlmlundingim,edhr,hrlrxnlhvifdingmderu,dlhep,niculnrnppl;rmion. Thede,igrnssumes,hn,rlreychnrd --/b, braced by the rtrl/nrllmv,henrhmX m,d rhe M„rnm I rd i, ln,erallr hmccd by n riXid Wh ,hinX rnnrerird dieted.• n„nr:hM.. un/r,s n,he !v n wd BrncingshnMv 1, /or /nreml support nfrmnpnnrnra memhen un/r m redurc hurkHnX I h. 77141...... lnem.dudl nm he pla-d inn tr envimnrnem Ihm will rnu,e the ron;nu.e...... r, f,hm nm,d n, r, d 199; nnrUnrcnur r...... ur pia a rnrmsinn. Fnbri-m. hnodle, in,rnll and hence di -s., in nrennlnowt e•;rh,hefrdt-hgnmrdnrdc 'JOINTD8T.1N.5'Ar'1'mrMnI. SINVIT111..'IMA l' -W -d Tr 0-6/ e 0 p,os • Tod foo psf B r e I� 0 0 a DurFaes L=1.25 P=1.15 Rep Mbr Find 1.00 O,C.Spaeing 2- 0- 0 3700 RIEGO ROAD, ELVERTA, CA 65620 nJ'Amcr;cn.5'anrdardLk-iXlr Re,/.nsihilbic,,'IMNI)LING INST.ILL/NGAND HRA0NGAfli7Al. MA TF. CONNECTED Ir000 'TRILSSF.S' . ,///11 9/.1 n,rd 7118.9/ SUMMARYMIEET'hy n-1. 7'he'/',vp l'In„r hnnrurr (Tl'/) is lurn,crl rn 11y), %r in /lrvvr, ifnrli.rnn. IV;sc""'in 5.17/1, BC Dead (X psf Design Spec UBC -97 n1eA,-rirmla;1m,rrmdrnp rA.-Wimr(Al•TA)Lrin WdoIlll11911,S-1. NIV AYeNnQ11'nrhinxrnn.O(^--0056 TOTAL 42.00 psf Seqn T6.4.12 - 0 esign Truss Take -off Design & Sales sistance Moine Call - 193 Camellia Dr (530) 817-4112 Office Paradise, CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING o Vickery Residence Revised Engineering Truswal Systems (800) 332-4045 Job Name: vickery Truss ID: K? Qty: 3 Drwg: ERG z -LOC RRACr Szza R3Q�D TC 2x6 DFL #2 Plating spec: ANSIITPI -1995 iThis This design based on chord bracing appliid' 1 0- 1-12 2779 3. So• 1.50• BC 2x8 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: i 2 25-10- a 6026 3.So• 1.77• WEB 2X4 DFL STANDARD MULTIPLE LOAD CASES. max o.a from to 3 47-10- 4 4824 3.50• 1.71•Mark all Interior bearing locations. PLATE VALUES PER ICSO RESEARCH REPORT #1607. TC 24.00" 7.10-15 40-0-0ERG RBQUXRffi�7TS shown are based OWM+++++++++++++++++++++ Install Interior supports) before erection. truss Is designed using the on the truce material at each bearingall pattern shown Is for PLF loads only. Drainage must be provided to avoid ponding. UBC -97 Code. /' Concantrated loads MUST be distributed to Permanent bracing is required (by others) to Bldg Enclosed = Yes, Importance Factor -1.00 TC FORCE AXL Rim CS1 1 each ply equally. On multi -ply with hangers, prevent rotation/toppling. See HIB -91 and Truss Location = End Zone 1-2 -6486 0.02 0.09 0.11 l use 3' nails min. Into the carrying member. ANSUTPI 1-1995 or ANSUTPI 1-2002:-- - -� Hurricane/Ocean Line - No, Exp Category - B 2-3 -5929 0.02 0.06 0.08 For more than 2 ply, use additional fasten= � Continuous lateral bracing attached to flat Bldg Length - 90.00 ft, Bldg Width = 49.67 ft 3-4 -5424 0.02 0.23 0.25 am as Indicated from the back plys, or use mTC as Indicated. Lumber must be structural Mean roof height = 10.63 ft, mph - 80 4-5 -2833 0.00 0.14 0.15 any other approved detail (by others). grade. Brace @ 24" o.c. unless noted. i UBC Standard Occupancy, Dead Load - 26.0 psf 5-6 2639 0.11 0.02 0.14 ++++-+,++++++♦++++++♦+++ PLATING BASED ON GREEN LUMBER VALUES. CAD CASE #1 DESIGN LOADS 6-7 6673 0.29 0.19 0.48 3-PLYI Nail w/10d BOX, staggered (per NDS)' Dir LPIf LLoc R.Pif R.Loc LLJTL 7-8 6673 0.29 0.19 0.48 In: TC-21ft BC-2tft WEBS-2/ft - TC Vert 64.00 0-0-0 64.00 8-0.0 0.50 e-9 6673 0.29 0.08 0.37 `Nail to layers or from each face. TC Vert 160.00 8-0-0 160.00 16- 0- 0 0.43 9 -10 -1417 0.00 0.11 0.11 1 _ -- = '' TC Vert 64.00 16-0-0 64.00 48-0-0 0.50 10-11 -8066 0.04 0.28 0.32 BC Vert 50.00 0-0-0 50.00 6-0-0 023 11-12 -12538 0.07 0.15 0.23 BC Vert 20.00 ,6-0-0 20.00 40-0-0 0.00 12-13 -12418 0.08 0.17 0.25 BC Vert 50.00 40.0-0 50.00 48-0-0 023 Type... lbs X.Loc LL/TL BCFORCE AXL END CS1 TC Vert 510.0 8.0.0 0.38 14-15 6120 0.22 0.07 0.29 TC Vert 510.0 40-0-0 0.38 15-16 6086 0.22 0.16 0.38 BC Vert 1183.0 6-0-0 0.38 16-17 5917 0.21 0.05 0.26 BC Vert 5279.0 40-10-6 0.38 17-18 5377 0.19 0.04 0.24 18-19 5377 0.19 0.04 0.23 19-20 2557 0.09 0.03 0.12 MAX DEFLECTION (span): 20-21 -2883 0.00 0.20 0.21 1-1999 IN MEM 24-25 (LIVE) 21-22 -1100 0.00 0.20 0.20 L=-0.09" D--0.14" T=-023" 22-23 7586 0.27 0.05 0.32 23-24 7586 0.27 0.02 0.29 = Joint Locations = 24-25 13022 0.46 0.23 0.69 1 0-0-0 15 4-10-13 25-26 11723 0.42 0.23 0.65 2 4-10-13 16 7-3-12 26-27 11731 0.42 0.17 0.59 3 7-3-12 17 11-10-2 7-10-15 7-10-15 4 11-10.2 18 14-0-0 WEB FORCE CS1 w8a FORCE CS1 �---{ 5 16-6-4 19 16-6-4 2-15 605 0.08 7-21 -556 0.02 F� 1 2 3 4 5 6 7 8 9 10 11 1213 6 21-2-6 20 21-2-6 2-16 -548 0.02 9-21 -7151 0.34 13-PLYS-, � gQ�. 7 25-10-8 21 25-10-8 3-16 1163 0.16 .9-22 2901 0.39 fREQUIRE4U 0`v1 .1. 32-" X 00 1 8 27.3-12 22 30-10-5 3-17 -823 0.04 `10-22 -7146 0.34 1-1 U 9 30-10-5 23 34-0-0 4-17 390 0.05 10-24 2469 0.33 4-4 8_12 2.5-4 8-12 4-4 10 35-10-3 24 35-10-3 4-19 -3140 0.14 11-24 -5589 0.26 3111 -1 5-4 3� 3.6 3-6 5=6$ 3-10 3.5-43 1-1 11 40-8-4 25 40-8-4 5-19 1567 0.21 11-25 4819 0.65 • 1243-1-4 26 43-1-4 5-20 -{295 0.19 12-25 439 0.06 L- � 3 14-5-11 13 48-0-0 27 48-0-0 6-20 1837 o.zs 12-26 176 o.ozp SHIP t4 0-0-0 0.6-1 4-4 4-4 4-4 4-6 5-6 4-6 8-8 jr 6-21 -4512 0.20 lj 4-4 S=8-8 5-1f S=8-8 4-4 ^ {!L) " 25-10-81 1183# 5279# fie:: hi�i�,=�;' � � � f;• _ s:: :�,��r�.'' g e. d. + 14 15 16 1718 19 20 21 22 2324 25 2627 :� - -__3 s 7/4 .= TYPICAL PLATE: 1.54 7/9/2004 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/16" = V WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. WO: vickery ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ABCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Osgnr. ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Durfacs L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise ASSISTANCE _ noted Bmcing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any TC Dead 16.00 psf Rep Mbr Bnd 1.15 ,® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate- handle. install BC Live -.0.00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following st3ndard9: 'loin and Cuning Detail Reports available as output from Truswal software', 4C.'793 'ANSV[PI I','WTCA I' - Wood Truss Council of America Standard Design Responsibilities.'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC -97 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf Segn T6.4.12 - 0 � �t•t IJob Name: vi Truss ID: K23 BEGX-Loc REACT SIZE REQ'D TC 2x6 DFL #2 1 13- 1-12 5135 3.50• 2.36• 2x6 DFL SS 2-5 2 29- 4- 6 3495 3.50• 1.50• BC 2x6 DFL #2 3 46- S- 4 3042 3.50• 150• WEB 2x4 DFL STANDARD 4 55- 6- 4 678 3.50• 1..50• Install interior supports) before erection. BRO REQUIRE24ONTS show are barred 02um. i f f f f f f f i f i f f f f f f i f f on the tzmea,material at each bearidjall pattern shown Is for PLF loads only. EIRO' HAiMM/CLIP 'NOT Concentrated loads MUST be distributed tot ( 4 LUS26-2 each ply equally. On multi-py with hangers„ `Support Connection (e) /Raager (a) are use 3" nails min. Into the carrying member. not designed for horizontal loads. For more than 2 ply, use additional fasten. 2 SEH S21PSON CATALOG _ ) ars as Indicated from the back pys, oruse FOR ADDITIONAL INSTALLATION NOTES f any other approved detail (by others).? �ffffff♦♦fffif if ifffiff TC FORCE ASL BM CSI PLATING BASED ON GREEN LUMBER VALUES. OL- 181 0.00 0.28 0.28 .2-0LYI Nail w/10d BOX, staggered (per NDS) 1-2 2191 0.13 0.11 0.24 L in: TC-2tft BC-2tft WEBS-2tft__ 2-3 2574 0.10 0.44 0.53 Left Overhang(s) are not to be removed. - 3-4 7121 0.26 0.44 0.70 OVERHANGS) MAY BE SHORTENED UP TO 3" MAXI 4-5 2946 0.06 0.22 0.29 Left Overhang Soffit loading = 0.0 psf j 5-6 2946 0.13 0.45 0.58 6-7 2203 0.14 0.45 0.60 7-8 -1413 0.00 0.20 0.20 8-9 -1424 0.00 0.20 0.21 9-10 -1424 0.00 0.27 0.27 10-11 1318 0.08 0.27 0.35 11-12 -468 0.00 0.16 0.16 BC FORCE ASL SND CSI 13-14 -2016 0.00 0.16 0.16 14-15 -6802 0.07 0.34 0.41 15-16 -3141 0.00 0.35 0.36 16-17 -3141 0.07 0.07 0.13 17-18 -2022 0.00 0.23 0.23 18-19 1348 0.06 0.22 0.28 19-20 1597. 0.10 0.10 0.20 20-21 1597 0.10 0.06 0.16 21-22 -1114 0.00 0.15 0.16 22-23 481 0.01 0.15 0.16 23-24 71 0.00'0.07 0.07 WEB FORCE CSI WEB FORCE CSI 2-14 -1579 0.09 8-19 -511 0.05 3-14 4564 0.93 8-21 -829 0.05 3-15 -3179 0.18 .10-21 2694 0.54 4-15 -5386 0.88 10-22 -1929 0.11 4-17 723 0.15 11-22 -1656 0.12 6-17. 2393 0.46 11-23 258 0.05 6-18 -1917 0.10 12-23 529 0.11 7-18 -3272 0.32 12-24 -569 0.03 7-19 450 0.10 i Plating spec: ANSVTPI •1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER IC80 RESEARCH REPORT 91607 Mark all Interior bearing locations. CAUTION • persons Installing trusses should retain a local engineer for proper lifting, handling and bracing per TPI/HIB-91. Drainage must be provided to avoid ponding. Permanent bracing is required (by others) to prevent rotationtloppling. See HIB -01 and ANSVTPI 1-1995 or ANSVTPI 1-2002. Continuous lateral bracing attached tri flat TC as Indicated. Lumber must be structural grade. Brace a 24" o.c. unless noted. J End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 2 Drwg: This design based on -chord bracing applied per the following schedule: max o.c. from to !r a�TC 24.00" 7-10.15 55 8-0 Required.bearing widths and bearing areas apply when truss not supported in a hanger. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location End Zone Hurricane/Ocean Line - No, Exp Category = 8 Bldg Length = 90.00 ft, Bldg Width - 54.88 ft Mean roof height = 10.63 ft, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf -LOAD CASE #1 DESIGN LOADS Dir LPIf L.Loc R.Plf R.Loc LL/TL TC Vert 64.00 - 4- 0- 0 64.00 0-0-0 0.50 TC Vert 64.00 0-0-0 64.00 8-0-0 0.50 TC Vert 155.33 8- 0- 0 155.33 55-8-0 0.50 SC Vert 48.54 0-0-0 48.54 55- 8- 0 0.00 Type... lbs X.Loc LL/TL TC Vert 255.2 8- 0- 0 1.00 TC Vert 255.2 8- 0- 0 0.00 MAX DEFLECTION (span) : L/9991N MEM 15-16 (LIVE) L= -0.03" D= -0.05" T= -0.09" MAX DEFLECTION (cant) : L1829 IN MEM 13-14 (LIVE) L= -0.19" D= -0.31" T- -0.50" 55-8-0.-. ;1 10 r �"JJJ 13 14 15 1617 18 19 261 22 2324 Y�• a t l(i tam �\ TYPICAL PLATE: 1.5-3 4 7/ 9/2004 OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unlessceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/16" = 1' WARMING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: vickery ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturerChk: ABCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DESIGNutilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DurFaes L=1.25 P=1.15 ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 16.00 psf Rep Mbr Bnd 1.00 ® environment that will cause the moisture content of the wood to exceed 19•/, and/or cause connector plate corrosion. Fabricate, handle, install SC Live 0:00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, 'ANSVrPI 1','WTCA 1' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC -97 793 Camellia Dr.. Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 11 I 119th Street, NW, Ste 800. Washington. DC 20036. TOTAL 42.00 psf Seqn T6.4.12 - 0 - Joint Locations - 1 0-0-0 13 0-0-0 2 7-3-12 14 7-3-12 7-10-15 3 13-1-12 15 13-1-12 _ �--t C2-PLYS 1 Z 3 4 5 6 7 8 9 10 1112 4 21-3-2 16 20-0-0 5 27-3-12 17 21-3-2 REQUIRE 4�5� 47-0-0 6 29-4-8 18 29-4-8 7 35 1-12 19 35-1-12 3.5-4 33� S=6.6 0 8 40-11-0 20 40.0-0 8 S 4- I3-1.11 6 4-10 4-8 S=6-0 4-6 3.5-4 4-4 3.5-4 T2-5 s as- 3-12 21 46.8- o 10 46-8-4 22 46- 8- 4 11 51-1'4-23: 51>1-.4 s 3-4 1 45-11 12 5528= 'Cl, 55•.& 6.\ 0.6-1 4-10 S=6-6 �, 3.5-4 4-4 1 1 1 SHIP = - �c•-' - `: .;:: :;: 4 3.5� j S=6-0 3.5 2-6 4.1 13-0-0 I 29-4-8 ! 46-8-4:. F1 55-8-0.-. ;1 10 r �"JJJ 13 14 15 1617 18 19 261 22 2324 Y�• a t l(i tam �\ TYPICAL PLATE: 1.5-3 4 7/ 9/2004 OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unlessceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/16" = 1' WARMING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: vickery ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturerChk: ABCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. ABCD are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DESIGNutilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf DurFaes L=1.25 P=1.15 ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 16.00 psf Rep Mbr Bnd 1.00 ® environment that will cause the moisture content of the wood to exceed 19•/, and/or cause connector plate corrosion. Fabricate, handle, install SC Live 0:00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, 'ANSVrPI 1','WTCA 1' - Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC -97 793 Camellia Dr.. Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 11 I 119th Street, NW, Ste 800. Washington. DC 20036. TOTAL 42.00 psf Seqn T6.4.12 - 0 l 32" x 62" Weight 37.5 Lbs l Solar Panels / 36" \ Grade 13/8 16 gauge Fence Rail Pipe,,.,`— -- — 9" x 14" Concrete on 5' Centers All parts are Galvanize fence Components Tension Bands Sun, Valley Sod =11 Craig Horner 2385* Ivy Street Office (530) 895-8188 Chico, CA 95928 Fax (530) 895-8193 lic. # CA843515 www.sunvalleysolar.com Al Rail To Post Attachment g 7657 112I l 32" x 62" Weight 37.5 Lbs l Solar Panels / 36" \ Grade 13/8 16 gauge Fence Rail Pipe,,.,`— -- — 9" x 14" Concrete on 5' Centers All parts are Galvanize fence Components Tension Bands Sun, Valley Sod =11 Craig Horner 2385* Ivy Street Office (530) 895-8188 Chico, CA 95928 Fax (530) 895-8193 lic. # CA843515 www.sunvalleysolar.com Al Rail To Post Attachment g 7657 2m WC ".Nm 100/240 . Sun Valley S a c Craig Horner f] �— 2385 Ivy Street s ��- Chico, CA 95928 Office (530) 895-8188 Lic. Fax nvall 895-8193 # CA843515 —�� �nvsuvalleysolar.com MA6wvw MSCDO CI ivacm 30 am t �r 2+0v mscv»cc�T tsvlTdH T G32t M► 6w Ic prSCD*XCT SNITCH' 10 tAPC lssv is SAPC 165V PANES PAHCLS aay.! y solar �"j]j]j jj F V Street �J 'l�J [![! t1 Chico, CA 9592$ 530-895-0550 The leading grid -tied photovoltaic inverters in Europe and America Exce tional r. . retia ihty and energy capture ratio Easy to install three-point mounting system Comprehensive communications and data collection options Vy Shown with optionol display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications Inverter Technology AC Input Voltage AC Input Frequency DC Input Voltage Peak Power Tracking Voltage Minimum DC Input Voltage Maximum AC Power Output Current THD Power Factor Peak Inverter Efficiency Cooling PV Start Voltage Maximum AC Current Maximum DC Current DC Voltage Ripple Power Consumption Ambient Temperature Enclosure Real sine -wove, current source, high frequency PWM 106 - 132 (120 V AC nominal) 59.3-60-60.6 (60 Hz), 50 Hz also 156-400VDC 156 - 350 V DC 139-170 V DC dependant on available line voltage 1800W Less than 4% Unity 93%-94.4% Convection cooling (no fan) 190 V DC 15A 2113 Less than 5% 0 W nighttime, < 0.1 W standby -25'C ... +60 °C NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 27 kg Certifications United States: UL 1741, E210376, UL 1998; IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178: 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION _ PANEL EARTH GROUND Sunny Boys unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple lesign with robust execution. SMA's stote-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: irfo@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax 1+49) 5 60 95 22 - 100 www.SMA.de • email: info@S&1A.de Advanced System Technology for the Successful Photovoltaic Future Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Configuration Nominal 24V DC Output Maximum system voltage 600V DC Series fuse rating 10A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Rating Unit Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V Type of output connectors Multi -Contact lu & socket connectors Model SAPC-165 Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/m� Module temperature: 25°C ._.Maximum. ower volta e __ Vm _ ___ _______34.6 V _ , Short circuit current Isc 5.46 A Maximum power current Imp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % Current, Power vs. Voltage Characteristics (Cell temperature: 25°C) 6 180 1000(W/m=> 5 150 800(W/mZ) 4 120 v 600(w/m') C 3 90 2 60 0 V d 1 30 0 0 0 10 20 30 40 50 %/-I. Open Circuit Voltage, Short Circuit Current vs. frradiance Characteristics (Cell temperature: 25°C) F age M Current vs. Voltage Power vs. Voltage 50 7 45 40 35 30 25 20 15 10 5 0 6 5 4 3 2 1 0 0 200 400 600 800 1000 Irradiance (W/M2 ) c v v V V 0 Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) [power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% U� CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS • LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.52 [826.Omm] 80.374 x 0.689 [46.0mm] 19.5 x 17.5mm] Front Yew 11.81 [300.00mm] Back Yew Grounding Point j 11.81 [300.00mm] 62.01I [1575.0mm] o + o Positive Negative 11.81 [300.00mm] 0 5female I 2(1333-1 525[133 -1 0 1 11.81 [300.00mm] 7.38 (187.3mm) 1.02 CL [26.Omm]- I 30.17 [774mm] Side Vew SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappiiedpower.com 3211 .62" Weight 37.5 Lbs Solar Panels 3611 -4/ Grade 13/8 16, gauge Fence Rail Pip\e 9" x 14." Concrete on 5' Centers All parts are Galvanize fence Components Tension Bands -Sun ValltySod I Craig Horner 2385Ivy Street Office (530) 895-8188 Chico, CA 95928 Fax (530) 895-8193 Lic. # CA843515 www.sunvalleysolar.com Rail To Post Attachment 3m seov cc CISCD vay SVRCH POOA A/C PA41 IM/M Sun Valley S'A "o Craig Horner s � 2385 Ivy Street Chico, CA 95928 Office (530) 895-8188 Lic. # CA843515 Fax (530) 895-8193 1N llw-sunvalleysolar.com 30 a n/ r aw M=DN MT SVITCH o i9 SSC 165V P"LS WA 6w Lc Amcc"CCT SVITCH' 19 SAPC 163V PANCLS F D 8(0( Sun Valley Sour SunnyY2385 ivy Street O0 I V UChico . ® ® �1 530-895.0550 28 The leading grid -tied photovoltaic inverters in Europe and America Rugged NEh1A 4X stainless steel outdoor enclosure standard Exce tional rel►a ihty and energy capture ratio Easy to install three-point mounting system Comprehenswe communications and data collection options 16- L LISTED 1741,1998 sunny . AM Shown with optional display The SMA Sunny Boy inverter, the most popjlar grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications Inverter Technology AC Input Voltage AC Input Frequency DC Input Voltage Peak Power Tracking Voltage Minimum DC Input Voltage Maximum AC Power Output Current THD Power Factor Peak Inverter Efficiency Cooling PV Start Voltage Maximum AC Current Maximum DC Current DC Voltage Ripple Power Consumption Ambient Temperature Enclosure Size Weight Real sine -wave, current source, high frequency PWM 106 -132 (120 V AC nominal) 59.3-60-60 6160 Hz), 50 Hz also 156-400VDC 156 - 350 V DC 139-170 V DC dependant on available line voltage 180OW Less than 4% Unity 93%-94.4% Convec•ion cooling (no fan) 190 V DC 15A 12A Less than 5% 0 W nighttime, < 0.1 W standby -25'C ... +60'C NEMA 4X stainless steel 434 W x 295 H x 214 D mm 27 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple iesign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future k?"JEA'Am, i1>'I III ilb:I 1101m, itionSianausianil I itionSianausianil I � SPECIFICATIONS Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Conficluration Nominal 24V DC Out ut Maximum system voltage 600V DC Series fuse rating l0A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Rating Unit Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V -Ty ype of output connectors Multi -Contact® plug& socket connectors Model SAPC-165 Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/M2 Module temperature: 25°C -Maximum-power-voltage ---Vm -3-4.6 -- _ _ _ V Short circuit current Isc 5.46 A Maximum power current Imp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % Current, Power vs. Voltage Characteristics (Cell temperature: 25°C) 6 1000(wm= A 1- 180 5 aoo(w/m=) 150 4 120 .Q-. 600 /m') c 3 90 � 2 60 0 v a 1 30 0 0 0 10'20 30 40 50 Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature: 25°C) a, ro v v L O Voltage M _ Current vs. Voltage - Power vs. Voltage 50 7 45 40 35 30 25 20 15 10 5 0 6 5 4 3 2 0 200 400 600 800 1000 Irradiance (W/M2 ) a v' 3 lJ C Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) Power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% U� CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS • LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.521826.Omm) -►{ 1.81 0.374 z 0.689 [g6.Omm] (9.5 z 17.Smm] Front View o T 11.81 (300.00mm) Back View Grounding Point 11.81 (300.00mm) 62.01 0 (1575.Omm) o 11.81 [300.00mm] Positive N ative + male 0 515113133-1 52511333-1 0 t 11.81 [300.00mm) 7.38 [187.3mm] 1.02 CL [26.Omm]+I 30.47 [774mmJ Side View SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappliedpower.com - 9 Sun, Valleylola 11 Craig Horner 2385 Ivy Street Office (530) 895-8188 Chico, CA 95928 Fax (530) 895-8193 lic. # CA843515 www.sunvalleysolar.com 32" x 62" Weight 37.5 Lbs Solar Panels / 36" Grade 13/8 16 gauge Fence Rail Pipe J-- — — — x 14" Concrete on 5' Centers --�--� All parts are Galvanize fence Components I Ai Rail To Post Attachment 30A 9XVDC =CDHNCCT SVRCH 200A A/C PAN1 IMMO ' Sun Valle Y Soya c 60 Craig Horner _^ 2385 Ivy Street " e- — Chico, CA 95928 Office (530) 895-8188 v Fax (530) 895-8193 ~ Lic. # CA843515 www.sunvalleysOlar.com 3o aplj' _r 2W4 DrsCW=T SWICH T 0322- ° i� UA 2m 6w DC prTCm4KCT SVITCH' to ZAPC m5v to SMC 163V n Valley Saar unn�Boy385 Ivy StreetShWO, CA 95928`�MAJIM 530-895-0550 The leading grid -tied photovoltaic inverters in Europe and America r Sunny r I3oy Shown wilh optional display ModularThe SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is .,ng inverter now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in randable to some of the world's most demanding markets has made it a favorite among PV professionals tem size 'ny everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar ° designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications Inverter Technology AC Input Voltage AC Input Frequency DC Input Voltage Peak Power Tracking Voltage Real sine -wave, current source, high frequency PWM 106 -132 (120 V AC nominal) 59.3-60-60.6 (60 Hz), 50 Hz also 156 - 400 V DC 156 - 350 V DC DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple fesign with robust execution. SMA's state-of- Minimum tate-of Minimum DC Input Voltage 139-170 V DC dependant on available line voltage the -art maximum power point tracking performance results in Maximum AC Power Output 1800W greater real-world energy capture than any other grid -tied PV Current THD less than 4% inverter. Sunny Boy's safety and reliability record is also exception - Power Factor Unity al due, in part, to the inverter's redundant grid monitoring and Peak Inverter Efficiency 93%-94.4 built-in ground fault detection and interruption protection. The Cooling Convection cooling (no fan) inverter's IGBT power stage generates a nearly perfect sine wave PV Start Voltage 190 V DC Maximum AC Current 15A with the lowest harmonic distortion in the industry and meets new Maximum DC Current 12A ultra -strict FCC EMC standards. SMA's unique String Inverter tech - DC Voltage Ripple Less than 5% nology makes future system expansion simple. Sunny Boy's option - Power Consumption 0 W nighttime, < 0.1 W standby al power line carrier communication capability allows for extensive Ambient Temperature -25'C ... +60'C data acquisition from one or many inverters with no additional Enclosure NEMA 4X stainless steel wiring. (Optional powerline modem required.) Other communica- Size 434 W x 295 H x 214 D mm tion options are available to satisfy almost any application. Weight 27 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strosse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future watt pho� t oltaic T dule, is designed for e iIrge electrical power irements. With a 20 year warranty, the APC -165 has superb arability to withstand rigorous operating itions and is an ideal PV module for grid nnected Land remote power systems. SPECIFICATIONS Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Conficluration Nominal 24V DC Output Maximum system voltage 600V DC Series fuse rating l0A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Rating Unit Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V Type ol output connectors Multi -Contact plug & socket connectors Model SAPC-165 High-power module (165W) using 125mm square multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/M2 Module temperature: 25°C __Maximum_ ower_volta a _. Vm -3-4.6-- V _ Short circuit current Isc 5.46 A Maximum power current Imp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % Current, Power vs. Voltage Characteristics (Cell temperature: 25°C) 6 180 1000(W/.,) 5 150 800(w/m,) 4 120 v 600(W/mZ) c 3 90 � 2 60 0 U a 1 30 0 0 0 10 20 30 40 50 %1-1t Open Circuit Voltage, Short Circuit Current vs. Irradiance Characteristics (Cell temperature: 25°C) F2 age M Current vs. Voltage - Power vs. Voltage 50 7 45 40 35 30 25 20 15 10 5 0 6 5 4 3 2 1 0 0 200 400 600 800 1000 Irradiance (W/M2 ) Q U U it Module Temperature Coefficients High-power module (165W) using 125mm square multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. [power Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% U� CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS • LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.52 ]826.Omm] 1.81 0.374 x 0.689 [46.Omm] 19.5 x 17.Smm] Front View 11.81 (300.00mm] Back View Grounding Point t 11.81 [300.00mm) 62.01 I 11575.Omm11.81 [300.00mm] I o +� C N alive + male (female) (1333mn] 52sp3nmml o 11.81 (300.00mm] l 7.38 [187.3mm) 1.02 CL Side View 126.0mmJ+ I 30.47 (774mml SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappliedpower.com SITE PLAN s QvI J Assessor's Furcal Number 14 Omer Nerve Address / Phone N Ste Location ---- - ----------- Y ...... ........ ...... ................... PLANNING DIVISION - B ILDING PLAN APPROVAL �!O Dat'' Parking:--- Land caping— _ Other: "� Signature: �iiiw �-- - - 1 _ 0-e .�UTTF FOUR OFFIGE LASE ONLY a�� �csairtg' General Plan Desig: Size, Aems _ PROVIDE FOR ALL - AOJACENT PARCELS S`}1 J�E(C) ^y 11�yA��'g: %EIS PLAN: U,5ES: ASSESSOR COPY OWNER VIC-k4Y � APN A& _L_- I � BP#0g�82. •e I e Assessors Parol Number: ®I� Ovn, eP Name Address / Phone N X0 Site Location ation (_P_ RO'VI DE READILY ACCESSIBLE CAPA 911_ITY TO CIRCI_IIT BRF_AKFR(S). DISCONNECT(S), FUSE(S),SWITCH(ES) .n nln Tu c,o nl^c cccnolcc nc REQUIRED AND DEFINED IN 1"'.nl Icnonnn Ft cr.Totr.et I"':nnc PROVIDE READILY ACCESSIBLE ' r;gpA H11_ITY TO CIRCIIIT 6RF_AKF_Ri S)• DISCONNECT(S), FUS E(S),SWITCH (ES) 1 /}nln TVt-1O AI-=P=�Cc nO1CC AC REQUIRED AND DEFINED IN j -Al ICn Ontt f.A FI Cf:TOtf'AI f"nnc l.r.rt COMPLY WITH CALIFORNIA � I ELECTRICAL CODE ART/CLE 250 REQUIREMENTS FOR � ?—••• GROUNDING AND BONDING�_...� f BUILDING MASTER PLAN PERMIT08•I161L #"6•o0i ..1 ASSESSOR'S • - __ - — -- -- -- - -- - ...,_ __ - � PARCEL# 0 V - CIO- COMPLY WITH CAL/PORN/A "Mi -COR 0�; ��`�. ELECTR/CAL CODE- ART/CLE �`�? IREMENTS L 1 240-24 REQU(� • � � APPROVED LOCATION OF � /� nw�® OVERCURRENT PROTECTION �i+}/y/{—/ w1bJS 1 » LABEL, CIRCUIT BREAKER(S), DISCONNECT(S), t FUSE(S),SWITCH( ES) AND THEIR ' ACCESSORIES, TO IDENTIFY THEIR i LOCATION AND OR EQUIPMENT � r - ----------- - __ 6119 .� Q ..___...._F_ o o a -MEM sff I E OLAN . ..... . ..... ...... ........... . ..... . ..... ------- .. ........ ..... ......................... PLANNING DIVISION - BG —�! �__ Date: Parking: � _ Landsc Other. ` � /0,03 FOR OFFICE USE ONLY Zoning: General Plan sPg: Sia, Ams cSl ING PLAN APPROVAL - pig: -i FILE COPY' t GEN PLAN: T •� ® ;• 1 » LABEL, CIRCUIT BREAKER(S), DISCONNECT(S), t FUSE(S),SWITCH( ES) AND THEIR ' ACCESSORIES, TO IDENTIFY THEIR i LOCATION AND OR EQUIPMENT � r - ----------- - __ 6119 .� Q ..___...._F_ o o a -MEM sff I E OLAN . ..... . ..... ...... ........... . ..... . ..... ------- .. ........ ..... ......................... PLANNING DIVISION - BG —�! �__ Date: Parking: � _ Landsc Other. ` � /0,03 FOR OFFICE USE ONLY Zoning: General Plan sPg: Sia, Ams cSl ING PLAN APPROVAL - pig: -i FILE COPY' t GEN PLAN: T Lj,::7o.-qAo #441ii_ 0# ciE3 - 0f0- F NMO Jc,nyS — k i • � i jIII s � Lj,::7o.-qAo #441ii_ 0# ciE3 - 0f0- F NMO Jc,nyS — _. .. a .. .. ,. .. ..: , , ..... . .. . , ... r.< .. ...:. r. _ .s .. .ry rF , may.,. }'=: >••A �� +x:13tv,` - .f r 4.: `v ,s,.. �:. ...... , .:... ,, .c., .... . .. '.... , ,. -.,. , .. .e .. ,,.. -., ,. .. ... ... , i"'.. , .:1 � .. ».. :. ,ear , .. ,n r:, . ,_ ... , 3 = r M` r. . , s v ,. - , ` ,'J'• yrr,, y, {,.: w✓'. ul I ......,..A xT ,. -3:s-.,. ..0 .. a .,....... ..... +T. .z 0 ._ ,.. .... .. .. r:..,. :.. .., .. a, <,..e..:mva,;♦k ,.«.S=Y^:i..e.:V•.. _._.., vei. v+ix _. *�.`"`'},__b._.._1r Jq I Building Permit Number: p Owner Name: VI Residential Construction Requirements J ]IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY_WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required; Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0---Z 70 Owner Name: L KW Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. a The following parcel map requirements shall be met: a All structures and equipment including overhangs shall be clear of all easements. A setback of -LQ feet from the side and 10 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 1 CONNECTION 1. Joist TO sill or Order. retail _ _. 3.8d 2. Bridging to joist. toenail each end 2.8d 4. Wider than 1' x 6- 03 mm x 132 wan).subtlow to each pia, face call 3.86 S. 2' (S t am) antitoor to joist at gird blind aced face nail 246d 6. Sole glue to joist or blocking. typical face nail Sok plate to joist «blocking, a braced wail patch' 16d u 16' (406 amt) ex. 3.16d per 16' (40k mm) can 2-16d L studio sole plus 4 8d ream! «2.164, epd nail 9. Douhk smls, face axil u 160 24' (610 men) cc. 10t to rface atil Double Top1 l6d u a 16' (406 m) c. 11. Blocking between joists at rafters r top plate, toenail 3•3d 12. Aim joist to top ptase, toaail ' STI at 6' 032 mm) o e. 13. Top plates, laps and Werseaions, race will 2-16d 14. Continuous header. two pieces l6d at 16' (406 am) o c. along each adge IS. Ceiling joists to Flue ttamsil 3.8d 16. Coasiauaa header to stud, sOpwil 4.8d 17. Calling joinm laps over patarioaa• trice ail 346d I8. Ceiling joists to parallel rafter, flea nail 3.16d 19. Ardhei so glue. paceB 3.8d 20. 1' (23 mm) brace m tneh stud ad pLte, flea aa'i - ' t" 2.8d 21. 1' x >r (25 mm x 203 mm) sheathiag «leas No each baring, face ail 24W 22. Wider mea i' x 8' (23 mm z 203 mm) shwAiug r aM baring face tail 3.8d 23. Built-up comer ands i6d u 24' (6t@ mnt) os. 24. Built-up girder and beams 20d at 32' (9 13 mm) o e. u top and bottom and wagered 2-20d at end and At each% splice 25. 2' (S 1 mm) planks 2.16d at each bearing 26. Wood strtrctund panels and Sub(laor cal wall sheuhing (to frAmiagk ' 1/2' (12.7 mm) and less - . ; 19132'-3/4' aemm tl3 -t4 m) ,. mm 1/&,- 1, (22 45. mm)- . _ I I/i -N/4' (29 stuh-32 mm) Combinatiaistirbfbar-uaderlaymenr(r framiair': - 3/4' (19 mm) and less 7/g'-1- (22 mm -25 mm) I 1/a'• 11/4' (29 mm -32 mm) 60 8d' or 6d3 - gds loth or SO 6ds SO I Od' or 8dS 27. Parol siding (to framingk ht;' (12.7 mm) «kss 3/R (16 mm) SdA 28. Fiberboard sheathing: • . 112" (12.7 mm) 2-i13y' (20 mm) No. i I g� Na 16 ga % Na l l g2. No. 16 SO29. Interior paneling 114' (6.4 nun) _. t 3/4 (9-5 min) •6dtT 4d10 P- Aft teff 'A ---= ------ moi/ � Q E T Ito VU •-,.."„�,,,,,,�,,, r...._._.� .�..��..+��r WWW ;To lCommon or box hails Ink be used except where otherwise 2MU spaced at 6 Inches (152 nun) on cow at edges. 12 inches4305 mm) at Intermediate supports except 6 inches (152 min) at a0 supports -where spins are ri # f 48 inches (1219 nun) or mom For Halms of wood struaruai panel and particleboard diaphragms and shear walk, refer to.Sections 23I533 Aad 2315.4. Nails lot for wao sheathing may be common, iiOiCoecasin%. 3Common «deformed shank a 4Common _ . l Deformed shank,/ 6ConOsion-resistant « istant siding casing nails conl•orming to the requirements of Section 2304.3. 1 P r' 7Fastemn spaced 3 inches (76 mm) on caner at exterior edges and 6 inches (132 mm) on center a, intermediate supports. i tCortosion-resistant roofing nails with 7/r6-inch-diaaair'(t I mrd) head and i bpioch (38 mm) length for riyinch (12.7 mm) sheathing and 014 -inch (44 min) length for 1141 -inch (20 mm) sheathingwri"ing to the "immerua of Section 2304.3. • y7..� %Corrosion -resistant st with norm 1f -inch (i I mm) crown and I I/ -inch 129 mm length for 1/ inch (12.7 mm) sheathing and 1 t/2-imb (38 mm) length f 1 ' for u/3 =inch (20 mm)) sh 'wilting connfcxnung to the iremaus of Sea ion 23043 ) E T sl! [ •� �• s laPnrel suMmix a1 16 itkhcs 0M mm)120 io4xx f.SOlttn) if amt th axis is Theis Jirmiiun of rhe pmol, wile" ainrw1xv "url-, dl. 0wits or finish nails V spaced 6 inches (152 mm) on panel alges 12 inches (303 mmyil tntumediAts supports ?. : • O Q k X Gt3v��3G�p t IPanel ser u 24 inches (610 mm): Cuing or fudsh nails s i _ t t 6 ineba ps2 mmy oa.pAted edges. 12 iccba (30S ata) lei ineratediate supports ZAS' NJ . spal �r Q f ' /!D _<._. ..K -.fV `;4 ---- --�P - . _ . 49 y10a._,. ' �TY)'ICAL FRAMING ' N'OTES. ALL WORK TO OOMMY W117H a. ' , _C•+lL)Fo (rd 13t1ttWriq' (G-b.�-� G INT= OYER BEARiNo POINT= Emu Im =WATS.T M= JO= ail OfIIlr lf7. PfRT19Y1HB _!.' _ -__ - ✓ _ • I i _ ALL >IiI1' WOR wAU4 oPII�uNw st vs s� a' -� � � �� _ r<z u - 5 i, - JohsT� Ta TliAr An iIHTAtIi6l3 Til torsi apache ole raszs ARE To BE 1tt1NG wtlx 4 X ' f U-s+a OR 6001AR HANGERS MIT -. V�� - INSTALL ALL HORIZONTAL UEXBW CROWN UP. valo HLU)ER SPAN "USING AMIND E)PIIlIIiG8 AREA _ { F PROYIDH 1*BLO24G UR i� APPBO EO HANG) a 4 , NOTE I = 6 DRAn STOPS IFIECTRIGAL, PLUMBING HANICAL, AND PLG see a Ch � �� . - ASM .$.Z`.. SEGT.•7o8 SCfit (LOT PLAN �:EC®� �d �l Ct4� A� ' © !► p \lam- 4 a �i 9.., C�PL'y° WITH CIlP'�'T _� � , � �!$�';'��ii '� �su»i�,00Rs sILwL BE molrr(Gs a GRoovs PLxw(1� a tbuPt,�r wf J1.GTAHI.a t3 tt �c -t 'Am D U - - aUBn Br snarl noes ONTI XM ocWM pmm AIDNG talBPLooas slAlt h18 a�ulua>.sLY GLUEu A1DNG Tor OF sACfl aoLals AM NAD.t9 Pages tonna 0 rl Ir ot~ RINt;S7iANR NAtI.� v.N.a 9 I% A8 M nANS .z f -w- t" OF ALL DOUBLE TOP mATB, TTr. Nx.O. r a&u wALL Ice r r, RAt!11ptr,N, PMW#r AST NO. ISSA-30)(4281+75