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069-120-067
O U - 0 0 069-120-067 02-0031 PARTAIN, JIM yqq SILVERLEAF DR, ORgLAL CONT: STEVE ORSILLONSF 0&9- /2o-ob7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION �uTrF 7 County Center Drive, Oroville, CA 95965 0 Phone (530)538-7541 Fax (530)538-2140 website www.buttecounty.net o ' /` AFFIDAVIT REQUESTING DUPLICATE OF PLANS o ^a_ . =�_, C (California Health and Safety Code Section 1985 1) The official copy of the building plans may not be duplicated without written permission from the certified, licensed, or registered professional, if any, who signed the plans and the building owner: I hereby request duplicate copies of the building plans on file with the Butte County Department of Development Services, Building Division for: Assessor's Parcel Number: 06 =G Permit Number(s) �,>o2 e0 3 / Located at: V y,5; —3/ L ��G� %W • jy�?0 (address of building) I am aware of the following three provisions of the California Health and Safety Code as follows: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That the drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs and stamps plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to or uses of those plans, specifications, reports, or documents, where the subsequent changes or uses, including changes or uses made by state or local governmental agencies, are not authorized or approved in writing by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the written authorization or approval was not unreasonably withheld by the architect and the architectural service rendered by the architect who signed and stamped the plans, specifications, reports, or documents was not also a proximate cause of the damage. Current Building Owner: Design Professional of Record Signature of person requesting copies: /o-1 P Va e-, Printed or typed name of person requesting copies: M Date: `7 Contact Phone Number: ��- X95-- 79616 Address: Reason for requesting duplicated set of plans: For Building Division Use Only _2P_,f> 6 ov O er Permission -Date sent: Date received: 1W rofessional Permission -Date sent: Date received: -6 November2005 California Health and Safety Code 19851. (a) The official copy of the plans maintained by the building department of the city or county provided for under Section 19850 shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably Withheld as specified in subdivision (f), of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written permission of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court or upon the request of any state agency. (b) Any building department of a city. or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), if the building is part of a common interest development, from the board of directors or other governing body of the association established to manage the common interest development. (c) The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the offici?l copy of the plans, which contains provisions stating all of the following: (1) That the copy of the plans shall only be used,for the maintenance, operation, and use of the building. (2) That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. (3) That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where the subsequent changes or uses, including changes or uses made by state or local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also a proximate cause of the damage. (d) The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit furnished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. (e) The governing body of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. (f) The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: (1) Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. (2) Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852. The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such city or county in maintaining the official copy of the plans of buildings for which it has issued a building permit, but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853. This chapter shall not apply to any building containing a bank, other financial institution, or public utility. November 2005 t � 1 z J N cc kp i _ i. IAERi E lNsuLATK M CQI&C..: r•� .i INSULATION CERTIFICATE �.k u hZtt — DESCRPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (Mches) Thermal Rese trice (R-Value)--- RValue)Z. 2.CEILING Bait or Blanket Brand Name Johns Manville T?miciotess (inch Thermal Resistama; (R Value) Loose- Fill Type Fdmgiass Brand Nwne Jogs Manville Contracbm is min. beta M welgWit sq.o b 15 Ib. Mb mum ThidmessJ S . 15 Inches. ` Marwfackoefs installed weight per.:square foot to achieve Thermal Resistance (R Value) 3 EXTERIOR WALL Material Mass Batts Brand Name Johns Manville T,uclatess ('orches) - 3.5 Thermal Resistance (R due) Rl 3 4. RAISED FLOOR Matimial Ebmlass Mans Brand Name Johm Moodie _--- TMcbmws (umhes) Thermal ResMaru a (11 -Value) & SLAB FLOOR 1 PERMMETER Material Brand Name Thickness Thermal Resistance (R Value) Perimeter MnsulaBon Depth (hv: heQ 6. FOUNDATION WALL Material - _ Brand Nance Thidur= (incites) Thermal Rem (R -Value) . DECLARATION I hereby ceffy that the albave Inssdetion was installed m the bull the stove logon In conformance with the ahrrnerrt Frh�y E�Hi .. 6or,Part 8, Catffamha Cade of Regulations) a s andiwmaq on of maahohh; where C.L#499150 ' e -d' -Oa LOERKE INSULATION CO., INC. nor (Co.Name) Or Owner InstaliffCAW %Gontraocbor (Ca eme) Orame mer QqMture, Date rg T = General ConttracWr (C� are) ora nem a, COUNTY OF BUTTE - DEPARTMENT OF D,EVELQPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Galifovnia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)-' APPLICATION AND PERMIT ASSESSOR PARC ELNUMBER __ 069-120-067 ZONING BUILDING PERMIT OWNER JIM PARTAI TELEPHONE - 1 SO. FT. OCC. BUILDING VALUATION 1 R �2 556 OWNER'S MAIUNG ADDRESS - 3201 C A 430 U 7,740 CONTRACTOR'S NAME STEVE ORSILL TELEPHONE 473 COV Ll �/ CONTRACTORS MAILING ADDRESS 29 RIDGEVIEW LN, DROVITIF 9-1966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 10b 445 ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 664.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 431.60 BUILDINGADDRESSzb/ :7-!1, STINERIEAR DR, OROVILLE$ Energy Plan Checking Fee $ 23,00 PERMIT FEE $ 1138.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ap Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New )] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I G1 W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 500VR UE Main Service 20 A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with ction 7000) of Division 3 of the Business an Professions Code, and my license is i force and effect. �^ J� License Class Lic. No. c O (J OWNER -BUILDER DECL RATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker;t Pen ation i s race crier and policy number are: Carrier %_ Policy Number I _6 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 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. X w Date Signature of Applicant - Owner ❑Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service ZDOA TO I000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.50FT. 75.10 Noµa6IDT' MULTI -OUTLET 97,50 apsNo� o=U OUTLET OR FDRURES 20 @ 1.00 Ex. Occup. BAL @ .50 Ex. Occup. pFIxuTLEEors A o ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring H�n PERMIT FEE $ 118.10 MECHANICAL PERMIT Fling Fee 20.00 Heating 1115.00 15.00 Cooling --115.00 Hood 1 6.50 6.50 Ventilation 4.50 4-50 }3 vent; stove PERMIT FEE $ 70.00 Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ 1521.70 HAZ. -- p. FEES IMP X FLOOD X CDF X -CELPE)HD X X ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated ab a for which fees have been paid. B Date PERMIT EXPIRES ON _ I Date work Receipt No. 337478/$557.60 1,R . _ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI .INSP CT R G L N O -APPLICANT ,. �..• - - F COUNTY OF BUTTE T�OF c7, LOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovil CA 9596,P� hone (530)538-7541 Fax (530)538-2140 ' PERMIT AR. LIP I- N DATA SHEET Y ¢ OWNER: C; Aa� 1 o ASSES R PARCEL NUMBER 6 I 06 / Proposed Building Use: !y� unter Technician: Date: Items required in order to. apply for a permit. All boxes MUST be checked OR ilrrZrked NA in order to apply. t ❑ L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .................................. ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other V Rem ining items needed to issue the permit. (May require additional plan review upon receipt of the following$ it s.) 1 Fees as shown on the attached Schedule of Fees . ue Sheet ....................................... �i%� Statement of Intent for Non -heated and A/C Buildings ................................. .......... k VOL)' 1 Sanitation 1/7j City of Chico Plumbing permit.......................................................... pp California Department of Forestry plan approval V�aid. Sent 0by:� .....A..' .... 19. Planning approval for (A) Use: 0 K B)Parking: (C)) Pl el Check: IJA20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 5. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 6. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement...:................................1/ 28. Manufactured home utility clearance............................................................... ' ❑ 29. Existing violations and/or expired permits. ...... ermits.............................. ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ t ❑ 31. Other: When issued Telephone • and hold for pickup. I have been* fo d of the above items and requirements for obtaining a building permit. �..\ I -- Applicant: c� `C�`"" � ) tte:, 1. Index permit application for the above items numbered: I / ° PlanC eck Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by phone, ail, ounter, by 9 te: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, bDate: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed;by Date: UZ Structural approved by: Date: oZ Note transfer by: Date: _ Yellow: Bui ding Division COUNTY' bF BUTTE DEPARTMENT OF DEVELO''MENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # lX 1 • `Q BUILDING USE / �� DATE I' —7 + %0 PROPOSED V• - ` RECEIPT # DATE REC 1. BUILDING PERMIT FEES �Y -- Balance Due ................. $.� -- Additional Fees Due ........... $ / -- Additional Fees Due ........:.. $ -- Revised Plan Checking Fee ....... $ l L'_/2. SCHOOL DISTRICT FEES District Office aid at 3. SHERIFF FEES (paid at Building Division) x $360.00 t' $ w7d- Residential ........ Units Commercial (sq.ft.)... x $0.03 = $.- Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK C� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE- Pursuant to Government Code 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 project or 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) � k � w - . ScHog6b�istrict L •5f. A.P. Numberj(.�� ' tsaA� j11% Property Owner Property Location/Address BUTTE COUNTY SCHOOLS 0 Jurisdiction: CFE CERTIFICATION FORM R-* Building Department No. County Gya : IL9, Subdivision Lot No. . r i Residential Development r. ...................................................�........................: q. g S Foota e J No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion` Permit # :...........'(No foundation inspection): .............. ........................ Commercial/Industrial 1 Sq. Footage (including Exterior Roofed Areas) IR PZ Date (rioor Plans reviewed by School District Personnel) District Identification No. School District certifies that ` (Applicant) (Street Addresg)~. (Phone Number) . (City) (State) (Zip Code) has complied with the requirements of Resolution No. g— Q D �(� S` by payment of $ .0,5--1 3, % Q representing / / square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # / Remarks: Iii–�11J f t Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ` White (applicant), Yellow (building department), Pink (school district) J feeform.xls (10198)dmm r1a aCO►* of Document Recorded AND WHEN RECORDED MAIL TO: �.,� !? 08 -Kar -2002 2002-0011785 BUTTE COUNTY BUILDING DIVISION Has not been compared with 7 C6-uNTY CENTER DRIVE original OROVILLE, CA 95965 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, State of California, described as follows: Date .. (i , • ' 1 ANGELA D. MASTELOTTO Commission #11939250 Notary Public-Califomia. �j Butte Counri - tj My. Comm. Exp. SEPT. 16, 2002 a State of C ornia ) County of����e ) On aA\r-\a i before me,�\"�''��—�C�_ personally appeared- ��`��p� �a ,- Q�\�\ personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seaL .01/142002 15:04 o4/14i02 12:31 1" $30 B!NJELL T'TLE 894 37130 OROUILLE 'y 5894204 N0.701 009 BIDWELL TITLE -TITLE DEPT y BT i Zoos Order No. 00197058-001 1 RMHBI'T A THE LAND REFERR10 TO nSREIN IS DESCRIZED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SIT'UA'TE IN THE COUNTY OF BUTTe, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 141 AND 142, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO 1", WHICH NAP WAS FILED IN THE OrFICE OF THE RECORDER OF THE COUNTY OF 5UTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 1970, 1N BOOK 38 OF MAPS, AT PAWS) 6, 6, 7, 9, 9 AND 10, r= EPTING MON SAID LOT 141, THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1411 THENCE ALONG 7F1 WESTEnY LINE OF SAID LOT, NORTH 330 09' 59" EAST, 141.07 FEET TO THE NORTHWEST CORNER THEREOF; TKENCE AL,ONO TKA NORTHERLY LIWE OF SAID LOT, SOUTH 60° 30' 00" EAST, 49.23 FEET; THENCE LEAVING SAID LINE, SOUTH 36' 43' 11" WEST, 166,51 FEET TO THE SOUTHERLY LINE OF SAID LOTI THY.NCE W95TERLY ALONG SAID SOUTHERLY LINge AWNG THE ARC OF A 380.0 FOOT RADIUS CURVE, CONCAVE TO THE SOUTHWEST, THROUGH A CENTM ANGLE OF 5* 16' 36" FOR 35.0 FEET TO THE POINT OF BEGINNING. AP NO. 069-120-067 Lake' Orovill 16-.02 PERMIT NO.: e Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. 9 Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): March 7, 2002 Jim Partain (owner)", Steve Orosillo Const. 3201 Clayton Rd,..#10. 29 Ridgeview Lane Concord -CA 94519 Oroville, CA 95966 589-4202 449 Sliver Leaf, Oroville,- CA A. P. No.(s): 069-120-067 Fees due: $2503.89 Total,$1503.89.Connection Fee, $1000.00 LOAPUD RFC Application for service approved: :) LAKE OROVI LLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: -, SITE PLAN REVIEW APPLICATION . , �. Date: AP# Q % — 2 0G-7 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: Q6a2�T Q 11J -:11 y-, Owners Address: 32 0 1 G1� A 1/ -t -o rJ n.� 10 Go1J �� 2� y 519 Telephone No.: 2 S" B 2 S Gi Situs Address: SI Luen't-e: nf. Proposed Use: Residential B New Single Family Residential ❑ 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 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 vie Date Page 1 of 5 ALL ITEMS CHECMD APPLY TO THE PROPERTY i 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) IS SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �( • Flood Panel No.: 0 8-2-1: P—, Index Date: !j� C�— ❑ 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) ❑ C hapman/Mu I berry (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: TZ T - 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 G L, Side 3 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: Standard Fees ❑ Fire ❑ - School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender F-1 RoadImprovement ❑ North Ofoville 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 Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: (3 L� ��� D� 8 - - 75e 4 2 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 r Amount 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 Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: (3 L� ��� D� 8 - - 75e 4 2 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 r ❑ Subdivision Map/Parcel Map:. A t. Map Date of Recording: Lot: Book: ❑ Use PermitRiAinor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 0. ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4 of 5 K Summary of Specific Requirements: IJO.10� This information provided in this summary is based on the application information and on the best available data at the time of review. C:\My Documents\Building Permit Site Plan Revicwl.doc Page 5 of 5 - y r K Summary of Specific Requirements: IJO.10� This information provided in this summary is based on the application information and on the best available data at the time of review. C:\My Documents\Building Permit Site Plan Revicwl.doc Page 5 of 5 - SENTAY: MAIL BOXES ETC; r _ 925 027 4037; FEB-20-02 2:31PM; PAGE 2/2 l� Aj ..v'ze. . .DNS .r..... _ •_ It � _. _.......... _. __ ............ -� . _ •_. •.. _. 5L -fit _ .. 114 • � . .. £ d Z60Z66ll05'0N/El:ll'1SA l:ll ZOOZ lZ Z 01) ANddW00 M080S3 ONd 31111 A311VA 01W W083 JAN.-24.02(THU) 07:49 CUSTOMER SERVICE TEL:530 893 1853 P.002 RECORDING REQUESTED By r A"O W"C" XKCOA090 Y.IL TO I "��� lies t• b)rs, k'iIIiam F. llutI """• 4.15 Silverleaf Orlve C Ornville, California 95965 e.., L Tills Order NO.—_ ---Escrow No.— .. ........ o._ ...,.,.... e'I " L_. WM TIIMs PI! 1375 SPAC[ ABOVE THIS LINE FOR RECORDER'S USE INICumentary• lrannfer tax x.Y C°mputrd an full value of yr°PrrtY ronveyrd, er U (•nmputrd un full t•rlur len° lien, and rnrun br°t.rrs remilininQ thermn at time .,f ask. Clef IE CO[fATy T171 C0S!P1NY, b .Y.1... l... -Ien..,.I• ..1 An 1,..n, .., yrnl dr .sews i,..n, 1., n,m n•mr .i. • • / -corporation 3'oint Tenancy eea PNo W96r[11N T.TLt room NO .OI \':\Ll?f: Kf('Ii15'IiU, jIII,TIIli;1N f.':I-'! tNl.e, FIN':NCJ `.1. COI(1Ylli'.TION GKAN'fS ul 101.I.1''•: F', I:LTI.;:!t and C'.,rw.t N:r E, f11!)1I:R, his wife JOINT TENANTSa111ha1 real properly %ilualcinthe Unincorporated area cnunlcnf Duttc Stale of California, lies-nf+cd as follow, A portion of l.nt 141, a- .Iw.l•n on Hutt certain nc,p ,•ntitlyd, "11:1-L1' R1IXF. ESTATES which nap was filo) In the niiirr of the Recorder of the 0ounte of Butte, State ..f C-111forttia, Ortohor 30, 19;0 in RI...1: 38 of :(:Ips, at pages Se 6, 7, 8, 9 and 10, more particularly described as follow-: Beginning: at the Southwo-t corner of .aJd Lot 141; thenev along; the Mvsterly line of said Lot, .'forth 33"09'59" last, ISl.tl; Prot til thio :(I,rthwcsr rurnsr thereof; LO thonre along the :;nrth•rly lino•of ::aiJ'1`1, South 60"30'00" East, 49.23 feet; �bT. tht•nro leaving Said line, South 38°43'11" West, 146,51 foot to the Southerly line /e}/ of said Lot; thence we-torJy along `,aid S-Itherl)' lime, along the are of a 380.0 Prot radlus curve, concave' fo Lha 5-1111 est, through a rentral angle of S°16'78" for 35,0 feet to the po'fnt of beginning;. e 'This conveyance is made subject to all terms and provisions contained in of the- coven'+nts, conditions, restrictions, th:nt (KDJ.i JUDGE BT -WE -5) filed In the office certain amended Declarntion of Restrictions of the Recorder of the County of Cutter Statc of California on May 5, 1972 in rlook fess of Official Records, nt 65, page and subject to all other e;:sements,•rights of w:ty and restrictions of record. IN \1'17:N'IiSS WHE*REr1F, said corporation ha, executed these presents by in oirlccrs thercutno dull authorixed, this 6th day of u�usl lv 7r,.. SOLT11EIlN C'•LIFOIiN'I1 'Fl!i'\'C I'•1. CORPOR,'.TION lU1T ['� : Iii COUNTY TITl.Ii C SII''.NY ---- - -- -- -- STATE OF CAU UII":I:1 ) --- - — )Ss COUNTY -FE Hy__ ����>> .�/1 ��t�,[':,,�� tri. OF W11 ) I,u ntT�1n. G �C- Prr,;Arnr Il....—,. %L 6-.*_,..,.,`,eC On .tu ust cis 1975 before r.;t•, the . I •�untTy—` 1.ssi :Int-sr,.r1°.. undcrsigltcd, personally appcarvd Val 1)uintann and It, Lundy ITS ATFORNi-*Y IN FAC RnuJvn to me to Lc the. Vice- Vresid,�nt and thc_sslstnnt= Secretary or the-. rorpor;tti Qn that a\.:rigg(,d thl• r;ithin FOR NOTARY SEAL OR STAMP Instrument and ;I)so to tie the, persons h•ho executed it on b70halt of such corporrtlion alltl ar.knot:lell!l,tl .to tae that ....,r..................................................R such r.orporallon exe.:uled the same ;Is N.IIDCED t 6RAZIt s nttvrnvy in fact of 5oulllerll Calif(II'hlb Ei,1 . ;:• :'t:... ::.. `It Financial Col-Poro tion ;Intl -Ickuntiledged to me that they suhscribod the nano of ,,' xb Conw.mm� t.r••r. ld''221970 Southern California 'A i C r'»"� ��� �» ^••••• �••" •••-••-•- _ "•Inc al .o,poration X�fa AQ DIRQCTQO A®OV[ END OF JqN.,,-24' 02 (THU) 07:49 CUSTOMER SERVICE TEL:530 893 1853 P.003 RECORDING -REQUESTED BY AND wNEN ,[CORDED MAIL TO N.-. Mr, and Mrs. Charles H. Gratiot A C..... 5052 Rosewood Street e„ „ Montclair, CA 91763 s,A,. L t Tillc Order No. --Escrow TO ,Abe foo•••• Address Above err, a e.A,x L OFFICIAL RECORDS BUTTE COUNTY LLIp RECC-Fn' P.E^,Jr' % v BUTTE CAUNTY TTTLE = An It 12 is N1911 L 0 U I i i r.L1,:a Lk mir- COUNTY REU:iiJr FEE 62 SPACE ABOVE THIS LINE FOR RECORDER'S US[ Documentary transfer tax S.... 13.75 , Computed on full value of property conveyed. or U Computed.on full vslue less liens and encumbrances remulning thereon ut time of sale. PUTTE COUNTY TITLE COMPANY, by: ':r-.S,x.ulurr .•I .b.lu n.l .n y.•nl Jrb mm�,nx f Corporation ,joint Zenancp Meeb WESYLAN IITLL roRM No IDI FOR VALUE RECEIVED. SOUTHERN CALIFORNIA FINANCIAL CORPORATION G RANTSio CHARLES H. CRATIOT and MURIEL H. GRATIOT, husband and wife as JOINTTENANTS all that real property siivatc in the Unincorporated Area Countyof Butte State of California. described as follows: Lots 141 and 142, as shown on that certain map entitled, "KELLY RIDGE ESTATES UNIT NO. 1", which map was filed in the office of the Recorder of the County of Butte, State of California, October 30, 1970 in Book 38 of Maps, at pages 5, 6, 7, B, 9 and 10. EXCEPTING FROM said Lot 141, that portion described as follows: Beginning at the Southwest corner of said Lot -141; thence along the Westerly line of said Lot, North 33009'59" East, 141.07 feet to the Northwest corner thereof; thence along the Northerly line of said Lot, South 60030'00" East, 49.23 feet; thence leav- ing said line, South 38043'11" West, 146.51 feet to the Southerly line -of said Lot; thence Westerly along said Southerly line, along the arc of a 380.0 foot radius curve, concave to the Southwest, through a central angle of 5016'38" for 35.0 feet to the point of beginning. This conveyance is made subject to all of the covenants, conditions, restrictions, terms and provisions contained in that certain amended Declaration of Restrictions (KELLY RIDGE ESTATES) filed in the office of the Recorder of the County of Butte, State of California,' on May 3, 1972 in Book 1755 of. Official Rccords, a� page 65, and subject to all other casements, rights of way and restrictions of record. IN WITNESS WHEREOF, said corporation has executed these presents by its officers thereunto duly authorized, this 12th day of August ,19 77. SOUTHERN CALIFORNIA FINANCIAL CORPORATION STATE OF CALIFORNIA ) BY: BUTTE COUNTY TITLE COMPANY COUNTY)ss OF BUTTE ) lly Val- u a ice-p...id,.: On August 12, 1977 * before me, the B undersigned personally appeared I Ll" K. Isalowin z s.rr.lcry Val Quintana and Don K. Baldwin knO*wn to me to be the Vice- President and the Secretary of the corporation that executed the within instrument and also to be the persons who executed it on behalf of such corporation and acknowledged to me that such corporation executed the same as attorney in fact of Southern California Financial Corporation and acknowledged to me that they subscribed the name'of Southern California Financial Corporation thereto as principal and Butte County Title C_L.Ir:i�,ny's name as attorney in fact. ITS ATTORNEY IN FACT FOR NOTARY SEAL OR STAMP m o _ Or FICIAL SGL o TER 0. SUA%MERS iv T h'dU. - CAI -FORMA RINCII'AL OFFICE IN LCOMMISS?0N DU77E COUNTYLRP:pfS OCT. 1, 197 s F -i tts -- odw _66.7. Steve Orsillo Construction December 22, 2001y29=Ridgge . L \ .s View Lane- ane + ' - + Lake'Orovine ;'.Ca _, 9596 . 530-589-4202 . .a'e .� Butte Countyr� - Paoei tf l�-t Development Services Dept. . Building Division ' 7 County Center Dr: ' Oroville, CA 95965 RE: Truss Design for the Pa aii Residence,. APN 069-120-067 I have reviewed the truss designs for this-project. My review.includes ' identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised •to reflect a maximum design bearing load of 1500 pounds per square foot. r , Thank you for your consideration. Sincerely, Jim Pursell, P.E. - QR ESS/ MES m _ t LU rn NO 60924 S�q CIVIL TF OF CAI\FOP 31-0 21-0.8 9_2; 6 O C50� r nj r Z o r;. m ; s g 2 VI n _ i! P. 82_ I I OG .. F' n LUS. �. B.. o ! B3 134 6-0 is I �i 2_ B6A 86A-- — I 4-6H- fir 11-1-171 —2 C2 i _ ii r -- -- C --! i -- 6 B-- j m 0 C __ C Z a .� . C2-77 N B6C. G2 u,' _ _ .......__ . i F BFC r B6C C 2 - l B(3c B C B 7 i� I 87_ :rn II Ei7 I G q o�73- - - O I-0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... PARTAYN HOME Date 12/03/01 09:21:32 Project Address........ AP69-12-63 SILVERLEAF *******--------------- --- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; B ldingPe mi�#1 Alvis Heating and Air P.O. Box 5121 Plan Check / Date Oroville, CA 95966 530-534-8491 ; Field Check/ Date Climate Zone ...........11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------- MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type Type ------------ ------- Wall Wood Roof Wood Door None Floor Wood Orientation -------------------- Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Left (NW) Window Back (NE) 1684 sf Single Family Detached New Front Facing 205 deg (SW) 1 1 Raised Floor 20.8 % of floor area 0.39 Btu/hr-sf-F 0.4 9 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value 'R -value R -value U -factor Location/Comments -------- R-13 -------- R-0 ------- R-13 ------- 0.088 ------------------------ OUTSIDE, GARAGE (sf) Factor SHGC Shading CORNER WALL R-11 R-27 R-38 0.025 ATTIC R-0 R-0 R-0 0.330 SOLID WOOD R-19 R-0 R-19 0.037 Standard - FENESTRATION ------------ Area U- . Interior Exterior (sf) Factor SHGC Shading Shading 25.0 '0.370 0.350'Standard Standard 15.0 0.370 0.350 Standard Standard 15.0 0.370 0.350 Standard Standard - 12.0 0.370 0.350 Staip�d87PP II,tarndard 10.0 0.370 0.3 01 Sttandarpd X ' i } 4.6 0.370 0. 3 '`Oe -SI >and T-8° St and 4.6 0.370 0.35.4 Srn dfq 0Vt daid 16.0 0.370 0.350•Sn and Standard 20.0 0.370 0.350 Standard Standard Over- hang/ Fins None Yes Yes Yes Yes None None None None CERTIFICATE OF. COMPLIANCE: RESIDEN,IAr Page 2 CF -1R Project` -Title.......... PARTAIN HOME Date..12/03/01 09:21:32 -------------------------------- MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) Factor SHGC Shading Shading Fins Window Back (NE) ----= 8.0 ------ ------ 0.370 0.350 --------------- Standard. -------=------ Standard ----- None Window Back (NE) 24.0 0.370 0.350 Standard Standard Yes Window Back (NE) 17.0 0.580 0.900 Standard Standard Yes Window Back (NE) 15.0 0.370 6.350 Standard Standard Yes Window Back (NE) 15.0 0.370 0.350 Standard Standard Yes Door Back (NE) 33.0 0.350 0.350 Standard Standard Yes Window Right (SE) 8.0 0.370 0.350 Standard Standard Yes Window Right (SE) 15.0 0.370 0.350 Standard Standard None Window Right (SE) 8.0 0.370 0.350 Standard Standard None Window Right (S) 15.0 0.370 0.350 Standard Standard None Window Front -(W) 15.0 0.370 0.350 Standard Standard None Window Back (E) 8.0 0.370 0.350 Standard Standard None Window Back (E) 17.0 0.580 0.900 Standard Standard Yes Window Left (N) 15.0 0.370 0.350 Standard Standard Yes Window Back (E) 15.0 0.370 0.350 Standard Standard Yes HVAC SYSTEMS Refrigerant ------------ Tested RCCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type ------------ Heater ----------- Type ------------------- Distribution Type System Factor (gal) R -value Storage Gas Standard ------ 1 -------- ------ 0.60 50 ---------- R- n/a REMARKS U CERTIFICATE.OF COMPLIANCE: RESIDENT-ti'A41, *_ Page 3 CF -1R Pro.ject"Title.......... PARTAIN HOME Date..12/03/01 09:21:32 MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------=-----------=------------------ COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building -features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE ORSILLO Name.... MARTIN ALVIS Company. ORSILLO CONST. Company. Alvis Heating and Air Address. 29 RIDGEVIEW Address. P.O. Box 5127 OROVILLE CA. 95966 Oroville, CA 95966 Phone... 530-589-4202 Phone... 530-534-8491 License. B542034 Signed.. Signed.. tZ 3 -Ci (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) c MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-1R ---------- Prdject Title.......... PARTAIN HOME Date..12/03/01 09:21:32 Project Address........ AP69-12-63 SILVERLEAF ******* --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 ; 530-534-8491 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ---------------------------------------------------- MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating.and Air Ruh-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor.in'metal frame walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. h1$ 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. ✓ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESI'r'k_S_,TI-,�L Page 2 MF -1R ----------------- --------- ------------ Project" Title.......... PARTAIN HOME Date..12/03/01 --- 09:21:32 MICROPAS6 v6.01 File-ORS1684 Wth-CTZllS92 Program -FORM MF -1R ; User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. / SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er 110-113: HVAC equipment, water heaters, showerheads and ment faucets certified by the Commission. / 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe'and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation.,. 4. All buried or exposed piping insu-late-d' in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the. applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct ta.pes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment . 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIN N�TI4.J, Page 3 MF -1R Project Title.......... PARTAIN HOME Date..12/03/01 09:21:32 --------------------------------- MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -.HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). , LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt of greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily -accessible lighting control panel at.an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched.at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. W COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... PARTAIN HOME Date 12/03/01 09 21 32 Project Address........ AP69-12-63 SILVERLEAF *******-------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 ; Field Check/ Date Climate Zone..... .. 11 --------------------- Compliance Method....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------ MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = - = Space Heating.......... 15.81 ---------- 17.20 ---------- -1.39 - = Space Cooling.......... 12.96 13.45 -0.49 = - Water Heating.......... 14.57 12.66 1.91 = = Total 43.34 43.31 0.03 = _ *** Building complies with Computer ---------------- Performance GENERAL INFORMATION ------------------- Conditioned Floor`.Area..... 1684 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 205 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC........ Average Ceiling Height..... Raised Floor 1 15191 cf 0 sf 20.8 %.of floor area 0.39 Btu/hr-sf-F 0.4 9 ft COMPUTER METHOD SUMMARY 0.370 j 1 Window Page 2 C -2R Project Title.......... 2 PARTAIN HOME Front (SW) 3 Date..12/03/01 09:21:32 (SW) MICROPAS6 v6.01 -------------------------------------------------- File-ORS1684 Wth-CTZ11S92 5 Window Program -FORM C -2R -------------=----------------------------------------------------------=------ Window User#-MP2308 (SW) User -Alvis Heating Front and Air Run -HOUSE 8 Window Left (NW) BUILDING ZONE INFORMATION 295 90 Floor ------------------------- # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned Type (ft) (sf) Credit HOUSE ------- ----------- ----- --------- --------- Residence 1684 15191 1.00 Yes Setback 2.0 Standard No OPAQUE.SURFACES Area U- --------------- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ factor ----- R-val Azm Tilt Gains Reference Comments HOUSE ----- --- ---- ----- ------------ ---------------- 1 Wall 32 '0.088 13 205 90 Yes W.13.2X4.16 OUTSIDE 2 Wall 158 0.088 13 205 90 Yes W.13.2X4.16 OUTSIDE 3 Wall 46 0.088 13 205 .90 Yes W.13.2X4.16 OUTSIDE 4 Wall 160 0.088 13 205 90 No W.13.2X4.16 GARAGE 5 Wall 224 0.088 13 295 90 Yes W.13.2X4.16 OUTSIDE 6 Wall 122 0.088 13 295 90 No W.13.2X4.16 GARAGE 7 Wall 205 0.088 13 25 90 Yes W.13.2X4.16 OUTSIDE 8 Wall 32 0.088 13 25 90 Yes W.13.2X4.16 OUTSIDE 9 Wall 144 0.088 13 25 90 Yes W.13.2X4.16 OUTSIDE 10 Wall 84 0.088 13 115 90 Yes W.13.2X4.16 OUTSIDE 11 Wall 229 0.088 13 115 90 Yes W.13.2X4.16 OUTSIDE 12 Wall 17 0.088 13 160 90 Yes W.13.2X4.16 CORNER WALL 13 Wall 17 0.088 11. 250 90 Yes W.13.2X4.16 CORNER WALL 14 Wall 16 0.088 13 70 90 Yes W.13.2X4.16 CORNER WALL 15 Wall 24 0.088 1,3 70 90 Yes W.13.2X4.16 CORNER WALL 16 Wall 13 0.088 13 340 90 Yes W.13.2X4.16 CORNER WALL 17 Roof 1684 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 18 Door 20 0.330 0 205 90 Yes None SOLID WOOD 19 Door 18 .0.330 0 295 90 No None SOLID WOOD 20 Floor 1684 0.037 19 n/a 0 No FC.19.2X8.16 Orientation HOUSE 0.370 0.350 1 Window Front (SW) 2 Window Front (SW) 3 Window Front (SW) 4 Window Front (SW) 5 Window Front (SW) 6 Window Front (SW) 7 Window Front (SW) 8 Window Left (NW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 25.0 0.370 0.350 205 90 15.0 0.370 0.350 205 90 15.0 0.370 0.350 205 90 12.0 0.370 0.350 205 90 10.0 0.370 0.350 205 90 4.6 0.370 0.350 205 90 4.6 0.370 0.350 205 90 16.0 0.370 0.350 295 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY f' Page 3 C -2R Project Title.......... PARTAIN HOME Date 12/03/01 09 21 32 ------------------------------------------------------------- MICROPAS6 v6.01 File-ORS1684 Wth-CTZllS92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ------------------- -------------- 9 Window Back (NE) 20.0 0.370 0.350 25 90 Standard/0.76 Standard/0.68 10 Window Back (NE) 8.0 0.370 0.350 25 90 Standard/0.76 Standard/0.68 11 Window Back (NE) 24.0 0.370 0.350 25 90 Standard/0.76 Standard/0.68 12 Window Back (NE) 17.0 0.580 0.900 25 90 Standard/0.76 Standard/0.68 13 Window Back (NE) 15.0 0.370 0.350 25 90 Standard/0.76 Standard/0.68 14 Window Back (NE) 15.0 0.370 0.350 25 90 Standard/0.76 Standard/0.68 15 Door Back (NE) 33.0 0.350 0.350 25 90 Standard/0.76 Standard/0.68 16 Window Right (SE) 8.0 0.370 0.350 115 90 Standard/0.76 Standard/0.68 17 Window Right (SE) 15.0 0.370 0.350 115 90 Standard/0.76 Standard/0.68 18 Window Right (SE) 8.0 0:370 0.350 115 90 Standard/0.76 Standard/0.68 19 Window Right (S) 15.0 0.370 0.350 160 90 Standard/0.76 Standard/0.68 20 Window Front (W) 15.0 0.370 0.350 250 90 8tandard/0.76 Standard/0.68 21 Window Back (E) 8.0 0.370 0.350 70 90 Standard/0.76 Standard/0.68 22 Window Back (E) 17.0 0.580 0.900 70 '90 Standard/0.76 Standard/0.68 23 Window Left (N) 15.0 0.370 0.350 340 90 Standard/0.76 Standard/0.68 24 Window Back (E) 15.0 0.370 0.350 70 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin-- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- '--- ---- ---- ---- ---- ---- ---- ---- ---- ---- HOUSE 2 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 3.5 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 4.0 3.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 2.0 5.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 6.0 4.0 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 17.0 2.5 6.67 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 33.0 5.0 6.67 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 8.0 2.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 17.0 2.5 6.67 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 15.0 2.0 4.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 15.0 2.0 4..0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY .,�,: . Page 4 C -2R --------------------------------- Project Title.......... PARTAIN HOME Date..12/03/01 09:21:32- ------------------------------------------------------ MICROPAS6 v6.01 File-ORS1684 Wth-CTZllS92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE. ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard . 1 0.60 50 R- n/a REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location R -value Leakage D -=------- Eff HOUSE -------------------- ------- --------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard . 1 0.60 50 R- n/a REMARKS HVAC STZING Page 1 HVAC ----------------- Prbject Title.......... PARTAIN HOME Date..12/03/01 09:21:32 Project Address........ AP69-12-63 SILVERLEAF ******* --------------------- OROVILLE *v6.01* Documentation.Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air ; P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 ; Field Check/ Date Climate Zone. .. 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ____________________________________________________________________________ MICROPAS6 v6.01 File-ORS1684 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2308 User -Alvis Heating.and Air Run-HOUSE -------------------------------=----------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1684 sf 15191 cf Front Facing OROVILLE RS 39.5'degrees 30 F 70 F 104 F 78 F 37 F No No No 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... InternalGain .................... Ducts............................ Sensible Load .................... Latent Load... ................... Minimum Total Load Heating (Btuh) 10041 5442 n/a 8641 n/a 2412 26536 n/a 26536 205 deg (SW) Cooling (Btuh) 5228 3537 9316 3548 2550 2418 26597 7979 34575 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. • JIM PURSELL Page 1 Date 12/17/01 CIVIL ENGINEER RCE 60924 Job Number 101-12=239 Job Name Partain Residence/Orsillo Construction Assessor Parcel No. 069-120-067 Analysis UBC 1997 Dead Loads Live loads Roof . .: Comp 6.0 1/2" plywood 1.5 Framing 5.0 Insulation 1.0 1/2" Gyp 2.5 16. psf. 16 psf. Wall Horiz. siding 1.5 FES 7/16" O.S.B. 1.5 �Q�,� PME -2.5 9 Framing 1/2 gYP Insulation 2.5 w NO 60/3�92 1_0 m 9.0 psf. Floor s�qr CAVIL FOFCALI Flooring 2.0 3/4" plywood 2.5 I - joists 2_0 6.5 psf. 40 psf. Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14:5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C.IW/1.4R C8=0.36,T=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. _ o= IE5Y h � Q Y� J �� wn-� N M =b�S -J .� . w 9 � �✓ = T (�x�x�X'x��r,. sem•/ S- g ..:m4 r" zf Z iLi� -TQvs� LoF.�s 33 32,3 . 133 133 LU�l6� --5�3 6 SMAx 3.S�o9yJ Fv = ct S Zb4 - s Psi --piE"c fes . � _.F -r ------ ------___ 26170 l� /.'78 tb r Gary k?TC' �tiAL�S fS P0,y'AIN/ORS P(Srs, y e>AY .w�N (� <i�/EAVI�ST �R `J OF) /SG[_ . C36IA 6� 17 _f749 GM _ C- 35'f8 \ D F _ y5 Ps; 369 75 _-Q Ps) .)'' _ -46 /� - I/ --- ------ - - - - - - - J- ECq,� ;3y �� PZo = 0.67 (- 3 1 Jx3-gX��-5)Cl�'S�C R—F- PI -re -9 FAc-T-P- Syz-1 !� = 7,9l2- 1b V = z -SC 3� (ivrJZ� - �C•let • _ y qg zo Z qrs_s-rls-fjo- ... � � ►� Gov_ : _ ---------- -.- -- . ... _ _-- -- .: ----- "?2-9 lb - ((y(6q�_lI+K+ZZl5.5)-1--57- W 57- (i1i01- - 31, F 3 P;z-rArN/or,� e PA Go 6 �JAW wlN�. wlr� Ur P5 =�(.4 3(Af .5.(}_Q3_sJ1 .ZZS A_51* - ;5)(3.5 /•SCJ _ ; -333 �C - JI - -- - • �.. WCL?-._ /J.�� /� .�-� .. Wa4.L- 5 .� �� � 4a",G-rk For-t-c� /3 /d ger l6 - - O/':7. 4. 8�-�7. Y ' = 31 3.2.2-cr 16 -r-.. y s' 4-3 ' .,z . s' = 1� 3 C'TS _1.6. .. . .333 / /6 �� (J�i7" S,v _ ... 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C �M iG A, l3_ X IL. _ . •v . d >�s.. _ _.- �� _._.�°1��t-..1�:'-5-- ._1��.�� . _ f-C3�. A��.�.5 _t=.:. � _✓_ALL � - c,nJ f 5 ��60 �fgQl�23-I("I ...... _ FAN.l��-- ._ _ . _ (.T —fir- -�-=� = -- - ------ _- - = --- S . _ ,-fir ...... _ _ ... . . ,� L -G-`'c-e--_-SCh'-TQp.`Pl�r' _ q,2- lY S c� A1 F��i ._�xT�R►c� R���C.. �4Y /N�P�c..TCon�� _ . 6.4 . gzs . 9 x S� G�►C� jaraN��... 2 -- . /Russ - Q3 /yvST__.t3 �QRAG -- -- :-- .. 12.- �,a L -L_ A,PvsAt�A �s �� s1.6 jmG Ta To -P Pc.4-TC— w A. (,k f c,Zp =� =.Lf . = S`rp .G.'MAy- SPA44c.IA�G O�, . J3 -7TH Pic,�a � L A. - co�s f o 'r7a �.Fr-<T 6pr- 'r(ar. ik4M J-2) f CDF FIRE SAFE REQUIREYMENTS 6 r c L ? p2 -C)6.3 142.gVI J AP# PERMIT # - NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. {' These requirements are minimums and will be superseded by Rutte County. local .;regulations which equal or exceed these standards. Field I inspections will ;be made by the :Butte County Building Department for compliance. [K 1272.00 Maintenance of Defensible Space, To ensure continued maa.n1.tenanc,e•of properties :in conformance'with these standards and measures and to assure continued avail- ability, access a,, -d utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner, Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple= ment the roadway bed .or shoulders) shall provide unob'- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 _ed 16 percent unless paved Grade. Not to exc6 1273.04 Driveway''Radius uu I' 1. No roadway shall have a horizontal inside radius of r! curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; '2 feet to those from 100-200feet. 2. 'The length of vertical curves in roadways exclusive f' f„ of gutters, :ditches and drainage structures designed g �. to hold or divert water shall be not less than 100 feet. [Yj 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. r 1�13 1273.05 Turnouts, Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot � traffic lane and unobstructed vertical clearance of 15 fee along its entire length; }, Page 1 of 31, ; . a AP #, PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout 111 near the midpoint of the driveway. Where a driveway exceeds 800 feet,•turnouts shall be provided no more than 4`00 feet apart. [ 1273.10 Turnaround. A, turnaround shall be provided at all feet in building sites on driveways over 300 .-length and shall be within 50 feet of the.building. y. 1273.11 Gates 1. Gate entrances shall be at 'least two feet wider, than the roadway it ©ernes, 2. The gates must be located at least 30 feet from r.'he roadway and shall open to allow a vehicle to stop without obstructing traffic on that ro,a'dway. 3. Where'a one-way road with a single traffic Lane provides entrance; a 50 foot turning radius shall be used. Fuel.. Modificatior� 1216,01 Sdtbacki for Structure Defensible Space. [ ] 1. All parcels 'I acre and lax:der shall provide a mini- mum 30 foot setback for Buildings and accessory buildings from ull Trope; fa ,� linen and/or the center of the road; [� 7\] 2: For parcels less-than .1 ACTe,, loc"1 juriodict'i.on shall provide for the same practical effect. SeO Other Requ'irement's below.. �] 1270.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying; burning or removal to a landfill site approved by the local ju2isdiction, of flammable vegetation and fuels caused by site development aztd," construction, road and driveway construction and fuel modification shall be completed prior to completion ,of road construction )r fi;1al inspection of a building b permi. - tF,�i �V r a r _ t ���, �._.._ _�z- - - - - - - � .� p Truss. ID: Al 9 Drat :' ' O Nei :�e: PARTIAN a m� era a C*igr�,�i, rhe i 1 - 1915 2x7 i�EL Irl & 13f:rl platin] t>[xa : Pt,Cir/'1163:111150= Iri4 T$ '!iE 13SIli'D17ER�.2' CF.. IDC -97. 13�C-• 2x9 ML #1 &ptv. 7H14. b1i17'IPLI; IIAD-Ql:,E9. T71c17 3]tclaxed =Yes 7II.K.. 2X4 DEL S1T+NT)1T✓fl 1 'FIJI9 edrxn:aze hued QII.Y 11i1g0 LcooLuo. r7.:(: Ei-A ,7� IiTitH VAI M 1£r. Im7. 776=JKH I>E1L'SS #1607. Iia'ric Coat rare a r'4- . .c 7�ar�u9 50 & ,.. ,) �--r, SodtaL Lxsstian _•� 1 A 0- 0 20 0 0- 0 ;Issrdsl i 10 IYa� ma-m'nln:tr'IL Hat. m Ur tsu0o tnnterial. Fd-•eadi j Ali . 00 lcnrst'ritL la.rlrcl in 9oe iI1H- (, 30 PO iL- H1cL1 80 MMM or 10 IN Qd�}1V IIhiIDt VATI�3. II� amp 23:7n: it, nph 1 2 2- 8- 0 .21 2 8- 0 /`ipZ7�1-•19910,3�ro 10 3.4:6. Stzaid3Ld zy I]atd Lid � 14 0 po£.. LLuIIN IQ'tD3------- 1 3 4- 0- 0 22 4 0. 0 4 :S 4- 0 '.23 5 4- 0 tStj. ism re3 bht mefxe fll. .1LC0 Plf tXTd wed ]axed co�.. * I Ulin 0 S fi 8- 0 24 6 0- 0a9d 6 B 25 8 Witt tcilN.ijM.tz1 - < 1 iaxc' aid •o 46 00 70 � 610E 20 6 0 jrfi 6-0 7 9 9- 0 26 9 9. 0 8 10 8- 0 27 911- 0 8-0 9 11- 6- 0 28 10- :0 ' .: < acHltinnl I "b nowt las o=n>.d-roti al Vdrt ow 2 - 1 w adzytzte's ilea te gahie bloom .. t' r,,. 6- 10 12- 3- 0 29 11- 6- 0 31 13-10- 0 30 13-10- 0 ,tree Lam.-1 . bra-11V Seet Tru9nala j gab/• ia:ritTJ �k . 32 13- 0- 0 :31 )J- 0- 0, 33 1S- 2- 0 32 1S- 2- : 0 - Lateral intim with-: tir- sired IVV," mL bra =Midan:l tntleW rrtel otlaaaaJae. . 14 16- 6- 0 '33 16-6- 0 15 17-10. 0 34 17-10-. 0 loads atrl th-Ar mrxKticlv9 aro 'tar ZeVr_Yrihilily 4-E the*b ailditrj dmiT-. 16 19- 2- 0 35 19- 2- 0. 17 20- 6- 0 36 20- 6-.'0 - 18 21-10- 0 37 21-10- 0 19 24- 6- 0 38 29- 1 .g�0'"-12.&0.. ��•do X2.8.0 3.2,�2d028??�240_it�� 2•&•4-. 1.4.0 ado 1018-0.1;,lace 166.0, 19.2.0.. 214an 24-0 12-1.612-1.0 1 1 t 2 J 4 J 67 8 ;!Jo 112 13 14 13 16 17 1:18 19 [ 6.00 �•5-11 7-5-� rc SHIP' �W MFS t Fy +- X0.4-3 y plfht, UPLIrT" q, m p Nb. 1)gp2 f 17.o 2.0.0- 29-f 11 �� sCO- ,gip 20 21 22 2i 24 V 262728..29 Jai 32 J.1 Jt.. JJ J4 d7 r 2.810, .Rda �,. .2.r._ U •82 A I J-•4-!{ '•trL D 129-r-.0 1 'ate-12'80 7'1'l'I 3 2•ao J-t•0 bow aan 1J.laa 1660 1924- 21vaa z46-0 11/3/0®1 OVER NbTf77]OOU9 SLIP BORT Truowal SybL•ems platen are 20 Sta. Unless aLawn uy "18"(10 gal,.)t Joint Report. (7.6 ga. ) , or "MV (TWMR 20 ga.) , posiL•ioned per �. it ed hated and £ lne framo r1alftes are ositioned an nhsiwss above-•. 't 4 WARNING i;end nit notes on ttiis sheet and give a co�l�' of it to Nie Crecfing Contractor. It been base 6In, ca mi pmVtded 11� UIE CompDa4lr manufacturer and done TNFs 06.0 wTe 205 # CIIIu WO= IOIL31400 CVstaw:r Hama= ..r This design is far an hldlvtdual building component noliruu aygem. Pn llimersINA. to be - in accordance with did current' Wr6{dns of TPI and APPA design standards, No responsibility Is assumed for dim-asce Tim building-designer musCascenabs taut Olo lade u01teE on ods 714- = JF #LC . 10 ' 'ORBTLLA - - !!''(� "e BLU SAR ' vorined by the eompmnenlmvmfacluterendlarbuOdmg designir pNor:to fabdmttom -ascertain design meet or exceed the leading imposed by 1116 Ideal bulldh% coda and thepat(cutar application. Talo designassuma that dlcaop chord is Literally - TC Live. 16.00 pof DurFaes L.1.25 V.1.25 . ,. �. braced by tiie mot or floorshcathmg and Ilio bouum chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted, Ilmeing shown is for hiatal suppe of component tdembets only In rcquce bucWhtg IgtgOt. Tails component stall not beyLuerl litany environinent Ilan ,Td Dead: 7.60. pof Rep Mbl- Had 1.00 ' s w#t Mute the mu&mrosontenr or the wand I.-aced 19% and/or carie connector plata wrralmr. Fa6daaic, Iwtdle, Install and brace Wb sous las I',1Vua1'fruss Covucll o[Amedea StanJanl llulgil IIC Live .00 pof O. C. Bpaging 2- 0-.:0 ' TliuSwA4 c5 cl'LNti. dJlS NanbpsrA Or.. Goo spfwgi, �7 accurdande w91b dse fallowing standard{ 'JOINT DRTAILb , by Tnuwat,'ANSIITPI I'.'W7•CA krsponisl6ilhiea, '1{AM)LINO INSTA�LINO AND DRACINO NIF-TALPLATE CONN[' TED 14pOp'fscoubS Thel)and IIIO.9i : HC. Dead.' 7.00_�psf Deoign spent DHC-97' 17ef.1. 1i/ o !C: 4/240 z4. ;;. 9. i l• 9• ThoAmerscunl?oratMI SLbiMARY.$IICL•'1' ltTPl. TheTtouPlatelnstilutd fi'I)laloraiedmJ&1p'OaofrioTitive, fvfadismy4V4seo{tinJ)71 30.00. si TOTAL F o• . Tp5.0 VeTaion TG.2.l0,y,`a. I:i er AssfrLilinn APPA sm•. •dalllil 19Th Sirac1,NW,Stt800,1Vashht ton,. DC20036. 9 C f' ` g 8n _ ..T�Mr,.L.fis_s.. WID _12.. i Q4 Dg �: 14-11m •PARTIAN trtirnr FaijNMINis) i_i Drvu JuL Name: pARTIAN p �11DaTFNl�rduts tnLut. t�xcr1 -3 '1 1b f 2x4 1'Fi, Itl t tttr'. . 'H1995v�, Cr L7� 2 321. b X-m I r%� 1 SIS ra]3 D . I 99I7 1413 R �� 1 •+0" ,t+EIl - 'Ilsifl.. L11t.o js t�Sgttsl tU3r13 11 iI- 1-12 855 3.50', LN: 1)" n M, SMIM ZV' Mt[.IITFIT UI MIS al'n hmeil ONLY CXUT 2 24- 4- 4 85; 3.50 l&1i1ZC )11607. 1Y742]T r2> mdj. � 1T7{IE m IIR ICD3.,iZE ARCH lea�xi f or 10 rs'F' rrn-oa>d,rt�,e 13a.L, m flr= ti.>rw untcadnl at: Mx t,1c3 - iiATnJ3�, MER �� e N 7117.' '!C 1a7f1. 1351 BI Ttuve � 14770 -. C 12 .09 .27 ,37 DqW� 1-3.. -2245 1ltrrdmne Ceei n Lino N? f _1604 .05 .19 24 s�/tl 3-4 -1609 :.05 -19 .24 T x�aaE lj- � . Zl,1,l Lttj dCll II 80.00 4-5 -2245 .09 e? 37 SF! f57t exl3td 6=PMY.Y, I)rd Imd o� 14.0 paf w 1i1=- AM fib CSI : 6-7 12017 ,.o,10 .35 7 7-8. 2008 .25 .04 ,29 a-9 2000 -25 -01 '29 - 9.10.. 2017 :25 ,10 .35 vm xinim 2-7 85 a3 51 �123Y .. _ 2.8 _561 .23 4,9 8$ .03 3'•8 1199. 49 (fid{ tlxltxrlarr ifc�,1 ' V999 m mm tl-9t 1 uli1mc) Clop r I -t-4 ule ti-5-n r_.�q n, a-i p-p 7-5-0 6 0-0- :h 2440 1 0- 0- 0 z 7- 5- 0 7 7- 5- 1 1-5.11 12-3-p 17-1.-0 3 12. 3- 0 8 12- 3-. ,t 12-3.0s 4 60 i--1.. y 1 3 4 - 5 24- 6- 0 YO 246 6- 0 �00 -6 tW 44 3.4 3d _ 7-5-1 ' „ essio,y . SHir 1,5.3 2-11.14 1` 4.4 4,4 , c 43 y 952 � V' $ 9 10 6 7 .5� 7-5-0 . -24.6-0 74-0 12.3-(1 17.1-p 1 1/30/200t 9oalat 5/32 17 TritnWa�. SydOcihe P].d�eu are 20 ya. tINXead aktistv'n �y nJ.tlff(YB gA,1/ qpI (16 or of-I 11(TW IX 20 gol t lionitiatic )ieY c7oint liepakt - ga.) r Circtletl lnt en And faltie Prtittle ].arrn nrn 'onl tiotYe t nN nlfo`vtn likioUe,. - TgBt 54:0: WTtl31 $ Wos OA91400 }DARNING Itchy -4 „Dies uh 111h, sheet on( t give n cd�7y of It to 11ie nireciil►g Cmltrnctor- ceeturat Normal, been pfovldeJ by the to, lsuuturatido done C1Jci batt wt rpeel0eatiiva l weold llboetinttl iy j11R detfBlt Is rordii LWlvldual bdpdidg enidponent not tuu+fy�tetm It hat t OY� a i0 oR9IIdC,- .� .N( In .g eNn11 n a, Mill the coiretd vendorn at I'M told AiTPA dC116114L1itdafdt, No teapensibi0tybondingdud rat diolawl'oll eTtnnrl ntetttaln il�ln0te buds iltillimd on tbL a Dngnr _.. ... :TC Lica is:00 _pdt! bus l?adp L :1:25 P.125 ' yvWTrt'tiedbyiliac,nnponettlinvwfntmrerand/nt'bnlW(ng,iluignetptlul`.jdTabrlmllopc 71pliw. Igo "1125- p y loan(bui141n6+tTT!Ie iftld the allellldF nppkhenona. '' The dcdgiiaitdtdched, Oroto cherAlse ho _. �sIgo itttl-dr sicced the budieg lnlpw2J by the ed BLLISAR hdnoled. 8dot ahe•'Ithing wiJ old bultath ciiatd b iitemliy braced by q Hgid thenihltig tnAierlal ditttlly alLtched, Uiilas Wlteri4 � beat( ry F 00 pnf (tap t4Ur )Ir>a 1.15 ' by Ilio ilut bt3ced sootfir lo dlito m this inc Liie � 466 iiiif n.c'9pao�itg 2W 06 6 I.I.C.. b�,Ongsho%6ItforWent,ldppndofto pnnenLdlindicriinlyWtedueebocWbiglengih,'I71M.r+imdnicon1tboodleAll not Wll all the ttvud to ueted;1936 nrdior CalifF noI edar.pplLl a ed"'oldo 1 r� V'roid'11ua+ cll bGtgn t,$11 kalitE piE thnutdtt tlwiidd of CA t dW o(Atneriea Sivld tT Ypty�VAt;s'S1W14 �' neutWanttttllhlht(dilatYhlgkluldarde: 1d INCDl3I%+hS,byTiiut,al, ANSIff 1r, AC Dead 7.tl0 peP Tie6�Bn $Pad`s% i Jnn,g.;ebt9t9m.•,a. W00DTkUSSSS' • (Illphe and 'n,vor1, It/240 X30 11a Nnfngnt� I, Iteapnnslbflitles;'IIANI)1IN41N9]`AtiINtlANb51tACINUhttilA4['U,Tg,IONNBGrISq 00 13eE1 tt fib: I�240 1Ck E(7r1)IsI tedntSNUthiorrlollrlvo; filadG,m+Wludtiid5911). 1heAmerfadracatand S1IMMAItY51117131"by'rl'1: tlta'Cm pL+lay, u(lot T71V,Sid88 West w,0 DC2lknd. 4l 'ip5:b 'VerAdh T5,2.id lupetAuoclailon(AhpAllthTciledtlll)11 ii oil Name• PARTIAN 4-003 Truss ID: A3 Q 5 Drw FM X"ii7C R(TCP11 SIM RMID RC 2X4 DZ #I t Mr, cad "' T+t•23I/tlPi . 1995 Ul3:IFP 1dl+Al'f.Q-252 1(S) 1 0- 1-12 735 3.50" 1.50'+ DC 2709 itL 1 & Dtr. 7 � I� i TIE al'gwrm � %t 2 252 b 2 24- 4- 4 735 3.50" 1.50'1 VM 2x4 LEL 67pPLYJtn , r IIt1:11F1415 nlnn ase) CHI,Y Ilia truaa is awigrecl 1whig t1 . IJ.= V J=. PR ICM R�r ��iMT #1607.. (BC -97 t}xis. 1-2 -2245 +49 27 37 Alii'R•I; traIIi1).Q4 f3dIlQ t eadi bearin3. tcliGCK .05 •19 IIDUM VA(IM � 2-3 1641 ,o5 19 247C 11T1E AXIa L1D 37 Irruksi fc: 10 lSF rnn-osa?cztzl i3>L, astl+stztose nvatera a 4.5 -22 9 Ym' Yr..4g)rt = 23 24 ft, l pts 80 _ ;; LDC SE.'at'hrd taaa;,ancy Ikj�rl ?mr3. .. 1d.0,paf M RY'S>: AXG HID 03I 6-7 2017 ,25 .10 .35 - 7-8 2008 .Z, r04 .29. 8*9 2008 .25 .04 129 - 9-10 2017 .25 ,10 .35 �&' [csE of 14A krisR tai 85 .03 4-8 W. .23 2-8 -561 .23 4-9 05 .03 3-8 1199 .99 r4Nr r&FLD]tICN (')) I4/999 IN hSt•1 8-9 [VE) Joitt leitiuln -s 7.513 -1 1� .10-0 0 19-I•0 I 2.5.0 1 1 0- 0 0 6 0- 0- 0 4-6-0 _ 2 7- .r- 0 7 7- 5- 0 3 12- 3- 0 8 It- 3* 0 12 7 0 12.3.0. 4 17» 1 0 9 17- 1- 0. ,- 1 2 5 5 24- 6- D 10 24- 6- Q, t3 4 44 3"4 34 6"5-1 i g 6 5 snip ���. t l tr l4 S&, y 44 1,5.3 2-11-14 4.4 t Q� 9n, �ll•4.3 20.4-3 , -t n. C d5�182 =O n J. �rr O.�g 3.00 -3.00 U•�-i8.'. s'1 tlf CALI P�L�P t-- 24.6-o sri 7 y ( R 4 4.10-0 M�'7'S 12-3,13 77-t-` 24.6.0 7.5.0 0 r4tia k =y 1130/2001 +�,,,,ir' TihlaWal 9yatelna Matae are 20 ga ,,� linleae all.. by ' lII" (1 8. ga.) , Joint Report. 8oalee 3/16" a 1' - ' Cly s^fe 11"(16 ga:), or 'tMX''(TWMX 20 ga.) pouitioned per Cirrled latea Arid £alae frame latex are oaitianed as ohOwn a eeril give a Coff of it to the Lrecting Contractor. A1MING Reail all notes on this sht a Jona TDFs 40'7 WT;124 # 110t OI151400 t43ataner Names ti+ gdesign,is for an Individual building component not list" syystem, It bas been based onspecilicallons provided by Bne component manufacturer TPI APPA desigoilundards. No fesponsibilitY G assumed for dlmenstaul acenmcy Dimenriwu are to he Cisks JF : a 10 ORSILLO ,,. " ijOff wide tile. Burr nt ycnlons of and vru{{pod. by the compolient manufoclurer medlar hullding JeslguctpNorm fabrleahon. The bulid6l; drals;w mint ascertain that the Iwas 01111su) ms Iht$ ilre aticubr g { Y licatioin. Tho deal n asauna tl al Bne to r char l'bc atuleJlB Dognrs. RC Liie #LC 16.00 pnf :. fh4rFaca 2.1.25 Pd1.25 LUSAR lesign inject or exceed the loading )ropaed b ilia local bullding cede and a Y p. pp biendly braced by a rigid sbradlbng material directly atlached, unless odneruv n LLC / 7b roofat pod slneathbngtold the bottom chard is , ucNg ahuwn h forlalem) suppnrt:of compo, nutmemben mlij'to reduce Inswiing lcugdn. Tills component slulinot be placed In any cinlranment ilial TC Mad 7.00 ar Ir Re Mbr Dui 1.15 ps'hl 11-aperAs-oclatinn(ARA) epnga rhe unulsmrc tmoenu of the noxi la ezcecJ 1996 mnJlor cruse rmwcetor plate corrosion, Itabriemils handle, Wiall :nJ bmca dnls nmss {n I�Agrd (MINT P, '1VTCA 1' -Wood Trim Council of America Standard Daign gC Live „}0 po E O.C.Spaei.ng 2- 0- 0 T811'1VAL S1, h.Mb.: 4445Notlbpnr`�i a,4oISSp9ogs, CQ91' ,,Iteajnuuibi1111a, ace w)Iln tine fo)lmving sta idards,. D13TAILS', by Ttwi at,'ANSIITPI. 'IIANDLIND iNSTAU INO AND BRACING h1wrAL rLATRCONNlICrpD 14006 TRUSSES' - (11113.91) ,and 1110.91, D C Dead THOU aEOeni r ,i Spec VDC 97 9arSUMNiARY5110ST'by TPI. The Tnus Plate ballet c(TPA Is located at 583 D'Oanfr)o DHVe, Medbod; Wiscmabn 51119. The American Porat and "- TOTAL 30.00 paf, ossa Ratita:'LV240 7C I�240Tp5,0 Verelan "1'6.2.10. ie locatednn 1111 19111Sirul. NW. SIe:800, Wwhtugtun, DC^ -0036. w Ain ina � 4 "Pruss.lD: B'1 Qty: 1 Drwge _ P10 Wame:'PARTIAid "Tc — ossa tsttau is a2oi �-,uv Lim 2Y+( CiL #1 &Tins. 'hitsI4 is�'I4EIr¢Mti}3IIE9IhSIiC Ct'- tuWAID I= CM3. Blain UX-97 • Yrn a',,= t 1•trn v t4. Ella Zeta .�. uofttt iadaticcvf m'"'• CO, MK 2x4 TI•L SWUM TLFr[F VAI1I9, 1XSt iG.0 13•`.2;TR17t' 1h3LFti' #160. BQlRM Emaji ElMi vh= am bngecl � Tien:: for 10 USE ti:wa iTx=,'tt =L, MUM tttlns Ottkrri,tl at each Uati9rq. IN C'[d3i1 IIDff3dt VNJEB. ]itrriau�/Okitt Lime a Pb tip Cil.a�.y C I t . 80.00 fi ,'B�cTj Wicll• f = 50 00 L � erg '6 0. 0 SB 0 0- 0 1 5- 8 19 1 5 '8 elt is asl;tntxl hitt a?ef f�ae of Lilts trivz FTATJT:1 ]3A`lm SRI W=d tau: Ilrl txsticals dsti+gtad Far a dal lords ally. skt X nif� ILi rWd Lo'd �~ 1480 psf - 3 2- 9. 8 20 2 9-'8 xis sh aLifed wlui pl i x aidltt,J. CC iiaidl oidit>g. S£ ret, 11ri �reJ.'t1c t]tf llstt: aie eotkcnd�d above tx Lis1aJ the nxtu3s ptnEile (if airy) may ter.}til>; , 4 4- 7,- 8 2.1 4 1- a G 3, 8 e,ahiiktatitl. lands husk Txt�spcso�t]cx;Ai&fTd czt i idel�tlti�ul�( lei¢a 1 lu far ]aEeral fot:� ilia to w blt�i t1aYt1 G 6 3 8 23 7 ni 0- 4 '24 7 0- 6 6 8 e �tvlxn� yeiq leglact. joke I ;� ter5l b �41Yucx'hl 5- 8 25 8- 5-. 9 9. 9- a 2G g- �_ �X== gfble c1:Gat1(s TateYY«'tl lmcb Sit 7-itfa wink the ctra-,b Y'w 10 11 1- 8 27 T.1- 12- 5- a nl: lien amiduma 10111c o Jt l cLix2wiga, ll 12- 5- 8 28 12 13- 9- 9 29 J3- 9- 6 Ilfcsa loads a<ri Clair corliml;ima am Life -Uf:y of t1ra bAUdlhj c33fioMr, 13 x5- 1- 8 30 15- I-: $ 1 SG- 5- 8 " 31 iG- 5- 8 �!• a i'x3 to 1-itd bo2-1 1--- 'tlr txUsq lion do to 4�taraL laxb. 15 _7- 9- 8 02 17 9+ a IG 19- 1•- B 32 19- 1- :0 Ytltnral bleb . Li»! t C=rcti.ms am Un x x�xa}eilailily of the IslildvYl d igrrlrl+ 17 21- 9- "8 34 21- 9- & - - '. l :9 t•d0 X23,0_, t.t 0 L., t.d.0 ^. ".d,t •��1+t---I "dam-f 2'=p�' S(rf•d la!•8 21," , GS•$ •f•l�g... 6S•d 8•S$ -II•LA , IJ•¢p '. 6-1.9I5.6- 11. 2 i- a S at E. ^p 10. 1112: 13 14 7TS 1$ 17 1 r6,p8 -6:001 a�\ �1•i - 9 #•15 d till a-1 i•7 - 1 ,-4 6902 M . ;"✓ 3.J a ra .`:t i 10' • jA i•2'f i t f '� to !9 30 21 31 21 24 21 1A 2i Is 29 JA Jl' 32 $S J4 j {� J I1))("r i. 11 A'I'Is 1 a 0�I OVER WWINXiOU9 ftlMPORT /3012001 t Y t•A itl l t d d•8 tg" " 1t IPla-ns a. Utlins�s�{ f/ d:i.N , B•S d tl,a show-MW W 16 $68 �"a. d 3I.9.d 1 �0 / Txdawal 9yul anis are ld eoalak 3/1G + or "MXII (TWtdX 2tl 9a ) , poaibionod per doitit Report;, ' al:ei3 are oniliotfed' art Ithowit- Circled later±-alai faloc+ fYaino " mis a eii to the Vreeting CotttraCtah Tt}Bi 90,0 Tnt215 # jot 'ORS1400 ell\dolga �►NING 1{end ntl ifvtes ot! shat nrld give T Irit iii 1 u 6eeti b ued�atbpeeincnli iu proiidedby lhE en npimenf inauntnclurec mW ddfE Qtk1 s (at i h LWIvIdwlbuiiding Cu dp mcni ttu{ a tyslem.)i Cthe ciffrent versions Alf and A1111A design sltivldids, No tEtpolnibility Ic nt htimd tot dimensdon.11 nednicY, M1161{Inlli aa; to bE Wads 11kcil bit U igtitit JF#LC . 10 ORSIM4 y'�eUfi ,r p M LYS/`1R. n tne2tor iliecmtl aneithidulutucutternndtotbuildingdwlgoetpritt10tubrciuldil,911abu11dpig0EsignerlmUiNtcEtihldnnCilt4Jluid) ltlntemlll� Y p- dc&d dlelmtdbtg hhpnt6d by the lofl,bplldhlg code laid ale 11mdcolhknppllcodhd,. The dUlgii utamea Ilei tht, p Y byurlild hg dlrecHy nlGtcllEd }d lM �h11a16efnnhdllUi 6a00 qELnS.2$ TL' Live 1 pliieintnrtbin,t' p;1+25 bad`-1,15 LI,Cing TARNI1 dItLltm iybra'd Elowli fudlatlnl thdan u Int fnteril uipj d1Y nt wmpnncnb mcinben uuly to Isdnce buek9i g Iengi, 11Fampnnesm(hc pts justnclit c �i e Y ti rd bl it TC 1)eiiri I 1bd`paE UC Live' .00sf `�J'4.....1htherollo"ingtudeil11 Rep' Mbr O.r6pdgl:ig 2- 0- 0 l dd'ofde. • Anied6i qLq "Jon) ff nd 11JID-UaignndtDead yl) tut l Tilli-9tbtAityIIIf1'T 1100 psE t70C•1 beultla apetl 07 spilop,toix}' ntjbilfH.t'I]ANpt:IiOl5 'r'l'33110. ,(ltlh `IbeAtneicaiit+AMmid 00,00 puf L1�7'ra=.' 1,11x40 1Ct IwAd q� Veruibn T6.2,10t -:stgmlr.TOTAh AsldhllCApJ'A)1, Idrnt•d nilll l l Si11" glgf,5.0 '" - job Name PARTIAN Truss ID: B3 Qty: 3 Drw a: COUTMI 49-006 Y["& X -LOC $FJ1C,q' sT?F. Yi[• YD 14" aal ciT, 111 &6th. ® R3neee Oo ze xemil; for ]at¢a7. taxitg uffAT.T rd• maa(s) - 1 9- 7.12 596 3.501' 1 50'! Imo' 9 R R & 6Lr. rr eadt t rslty tt. Iaheval la rfrr3 3u(ptnt 1 -2M Ib 2 26-10- 4' 689 3.50" lib v&11 2x4 ML s19 ME) u�vteitt vltidi irrlu3o dia=ul cr x-Itactim Sq�C 2' -202 lb 3 30-10- 4 371 315011 1,011 pl AMIIIPl - 1995 am tin 111f11Ly aE tis building A 3 177 lb IH�IIN 13 llfC tXT11T 01 I[ i i1f OF r?�i 11�u� al MACE -1T tiny be lltin use in d�i�t ti wird the IC A13L AXL ISdJ tsY KIZ11jr ICPD CMCc 3. , tt ctxd intavt 1v�It'rJ at I.W °7 �i 1.2. -198 00 22 . 12 11F7dUfT3 REI.XW EHIS 6110 •at ate basad adCt' tn4x�er+ cys�s; 2911 ccl. Alteimtively, tire R1d3 iii s * yea 2-3 -598 k) 38 .39 m tlr. titres) nat�Lnl at- -at lx•�3r rxabo ea-R'-lxace�ri as is nm all Trusl4a � '11•tl� LOMU0i! Prot Rd Iar 3-'1 152 00 .38 +38 imp VALIIJ lim SCD7145FARCIS 1&Tt3:C 111607. ;yntniq rtitxlitd clxS ail D01003160. IIttn�0. t IJne = I3� 1 1, p C egc C Gi is ri ce irteiticrr bmadrija riut7d Imo, Zra<k§i far• 10 IIiE• irfi oQ trainer HCSL H1ckJ t . 80,00 it, Nlrfy WLc ;h 0.00 fE t Alk 7113 Htd7 'CSl alolrlyy nmimd .'n cdt L•um. Irbwittr rxt�xat is UMjXzaty oilarltsJ incur M -it 1 t- = 24.05 it nt31 8L t-6 226 00 .30 .30 1t It r tte t Snaaim ib lirrrl ,(Ly dirwa)' la kq itt place befa c esral incl titin Lttutq. [kaG St�t3ani a'xu , lkad l d 14 0 pof' - 303 .61 .29 .33 tett rclal:lutJt Illi -91 ani YI�_di10'ILSTTa•7 I1T+tlys '.0 ec I .4.G: tcalsitticul fca axial lmcli qtlynIr I.Y]f L.7nc I1.plf R.ld I1yI 0b-9 524 ,0'7 .lA .:.21 1� b1D Vett 46.009-6= 0 46.00 31- 0- 0.9=10 -]92 ,Ol .21 ,22 ltilsp,HC.Vext 1¢.00 5- 6 0 14.tl0 31. 0••'0 -0019I/ 157 1-19y31. 10. 4. acd 16.3 1 cinicyr cu siciitxl Oh ctlrru) 11pe. , . lin IC.Lx Ii fIL {4.73 I{i33: CSI k&11 ':Fgk`Z:' fST far latera) f®,u�t die ko tvltti ar• ueiuhtc He ret 85.0 35- 6- 0 .00 _ 1.5 -759 x71 24 296 .l2 , {a!ildf=i1' ]mcl'i. rn t1r . 1-6: 586 .24 3-7- 310 .16' - 2-0 -321 1,5 3-9 -675 .35 1.8.0 7.10.0 ilyn'999 11' D` 6.40.1 T.6-0. -.22'! _•__� ..___._j 0 13.5.13 21-G-0 ..cam Jr�3rt lccaticre .v: , 16.0-0 2 a 0- 0 7 1. 2- 0 1 �- 2 3 4 2 6- U, 6 7 SUS 06 0 3 13. 8. 0.' 4 31, 7- D 6..00 ..G. 0 4 21- G. 0 9 17- 4-4 5.. 0.0.0 10 21-6-6 T ... a 1.1.3 C 9 0.15 p4� RGIrr»SS'pNq Sill IP R 3.11 0 4 1 t< `.!L C 45902 :p2.5,4r,s ,�p 1/0T 12 S.52v54X3.4 2.5 4 y x /3 k A+, 2,5.4 �! 5 cy , till H5N 1 '.44CNI�,aP rfOF cAV • .6.0 5'1'CJIl 6 7 9 9 10 _1.0 e G l 6-7-4 4.�i211 /30/2001 Trudwal l3�d�+Sms platien tare 20 •t. tln ea g)to 1 OVER 3 SUPPORTS �� g 10 bii) 1 Wh by IllO"{??� 11-6-0 eealel 3/i6d . li 18 r br, i'H!' (i6 gn ) , be "MX'! (TWAIX 20 ga ) , pcnieieher d or r7oini: RepcYb, .Cireil ed tlaEen and-false.friiiae laliod are oBiiohedea..rthewn SiheOe,. .._ .. - , _ . '• f+ VRNING Rend n!I rlvte.'r pJr t!r%s sheC� nNrfgiVe d rodryy iJf �110 Uie Crec(itrg Coshdelnn TaPI 62.0 WT Il 153 g W ORS1400 dtsi h It for nn hIJA•IJii^f bulblih toln onanl not f ut il slam. II tins been b ue ane ee1(leallans reY1JeJ 6 lilt emn WtanClainutachikra IJ Jm1e „f g B P n i p C3tici C:1tnEemer+ t7adrei e.w.t it ,lulankined tlllli the NrrNd verstmu of Till and At'1!A �t€lyn efhnJ.ttJi, Nd retpiuirjbflfly G nuumeJ (oY Jilnni6fwuS ncNlmcy, fllmquiinf nk lu he tin �i J[? IILd 12 OSL9ILt o h JI t bhlldlag Jell a rl rto (abticaPun lint bnfibi 'designer must eseettabf Bui the funds thi ed Wt thki 0 //�� pp , i=T1R' �, ��+7 ��S wifRed y the t01npullwil l..III I D ler do 0 g11 rp 0 { , B �tBn nl2tcur sassed Hie liod`u!gimpoiEJ by lib bw�I hnildbig taln lnJ the rtleuL+r Appfictnon, Tileduign t inlmri th7l ibe (p ebanl G 4iierelly toll TC Live 16.00 po C DurPaou L.1 k 25 P•1 25 �+a ` " , 1 LLC b _I eJ by the pwtnr into ehtanlblg nhd tilt bdndm clronf It Gltmlfy bmt<S by,o Ngid sbwd!ingynni4lal directly altiched, oihenrGenoted ft�ping ilti>ttti G (ur Gtem! stlpporlt$ cumponatu fhefhblts only to re,Ince bdckib!glengtll: `ruts cuthpmteni shill uW beplteed In nny 2nvlrminind Iltat' 1C ljohd 7.00 ' e1 -.p lie 'Mbr f7itid 1� 15 k , • ;; n111raeselhemdlshirecimientoTlhe.:gogfdexeeeJJ9;5nnJrdtetutetumecforpL+!ewrrorion. InInicalejImAidin,_lmwilniidbmttdlGhiuit. '. 'bC Uve cbO,paE o.G.6pacl 2- 6- 0:. Sppll VALSii tCFl4 ,, •. ltf�nnhlq'kRr.Colovp,G Lt1dJ7dt u aecardahedtvlI Ihd (ullaMnit stabiLie4i'JOINT nt ML.3', b Ttt0upl 'ANi1&I ill'%VICA 1, -tVcKW Tnui Cmmell u(Ahfartm SLvtJii4 Uestgh, hespmttjhltiftek.IIIANDUNCIN17'ALLINO�Np'bitACENOhfLITAW-LAT11rgNNUCPRn'\VOCfb pltUSi(SS' • 0(fa;01) and !liff741 33C nbad liim pa& neolign spab' UHC -97 nNadLtWt,WGtonsbt537J9. TI' y (T o Mnaiicvf l?atsl �iJ ' ikil Batten: Ii/.46 1�: 1y�240 1 0 Venaion T6.2.10 Ili etbA'tsut liall(APPA1T .oMedn'llii 19ht51red1-NW�gilg00 NashngtontlbC207716a, p MTAL 30:00 pnf 11 sy job Naine: PARTIANDrwg: - Truss ID. 62 � Qty: 9 or, X== TgAcr 5ME R37'D M 2WI 1�L iii & t�lx. Dat krlt t)n�tanttt fra ]afetal ltraCllrp t7Ei3PP Rc'1MCN(9) ' S 9' 4- 4 714 3.50' 1,50" 730 '*..A1 1LL 1j1 & T9x ® ah 1£,xit l nlrwt. LateYal. Itr.tcitt] vt>�lxxai: 1 +245 3b 2 30-10- 4 798 3.50" 1.50" 4k•73 7x1 T[L SIISIIII>D. aystalo tdtidi irC1lY1S dv or x-lnaoltg �:ttLlfsG •2-�iryyxl ti7it13 FL'd%int + PPSIr14i - 1995 axe tale ze� ibi w oEtlie )uildii 7lna ,u+ cis 131: " 7C F AM tid? 6I. .'1HIS pL,IIN IS 'k;C QT'1f:STI)r Id ly Ct' rpt'. 7Ytlu el .�.yu MACF:IT MileMb 1-2 -261 .00 .27 .27 p1E,Tp13.1; IJ11D CASES. ttaed�to:Luinow C��ac�tiiru xte lata a1 lu�iau on 'Ihmp'clmed = Ym 2-3 -666 m .37 .36' H=113 i7Ii0342TIS r1)vnn axe bas'xt QdY sai cs. `i\•lu-�•z,'ae einst lei �taVEI 'LYUfl�al,� use IIIxicm/Ooext LAM D�7m3 �it�cuy = C 3-4 -1100 .01 .37 .38'. on Idle tti.0is nW:Mial. at eadt b>;nrxl. FIIfG: VAIIF:3 ifl? IQ33'RE}g:/Rd7i FIZCIiI })1607. Sj•atmno�zlnti cit a001003160. Sl�l Tt�t�h11 80.00 'Et. eucyld31 = b0 00 i1; i)C ELSSS A1U, ri 6I >F_ Ott !�' � i Fi (by aux:m) to Irc+ckct far io ISFt,att-mio=-ent DCIL. rtzat xooE smog: - 24.05 ft, nph �: 60 5-G 219 .00 y .29 p �t -+oe 1'ID-91 and' FLATIPI;'BAgM IN r3M4 11M'10t VAU tI33' Sta\ciuld C�q>m µy D=4 Lzxl . 14.0 0 6,7 405 .05 ,29 .34 ISSI/1PI.1-19951 10.3�ard 10.3.4.6. old vexbiaale designea f� axial lcvds tray. ____`i-•_" r f "I= �' -- -- __'-_- VM 7-6 921 .12 .23 .35 ail vatiniln Lint ' atc c0<tdrAol aboae Cv Dir 46.00 - 2- 46 00 R.Laa II.70 6-9 : 921 .12 .17 ,29 blow tan Uum puaula (if, arty) nary _11irm 'IC Vere 46.00 9- 2- 8 46.00 31 0- 0 .70 9-10'. 929' -.12 ,15 426: aclutiavi design ttitsid3atlCn (by ��) Vert 14.00 9- 2-'6 14,00 31. 0- 0. .OD for lAtel.:al £acme ate to V4.1 cs aetcmw ,..''t1y�pee ant Xacq Wm {,EB FCOCF. CST VAS Tt7CE CSI locos a1 tan Wildiis3. nC t('it•., 65.0 15- 6- 0 .00 1 i -037 .33: 2-7 560 .23 .. 1-6 640 .26 3-7 '-366 .17 2-6 -419 25 3-9 '55 .02'... rJAX i:Ij;1 -Tla4 (gav}) Ty�999 IN I'M 6-7`14 ,..22" 6.3-8� 7-8.0 , -11� 1.0 i 6.3.8 13-11-R 21-9•A }0.7, (1- 0 °nt66ia . 0- 8�, �- 2 t 4 .�. 4 -2.i- 9- 6 9. 13-11- & _6.00 4.4 _ 3.4 �. 5.6* {*' -1.3 9- 15 SI�IIr ps 4-11-7 3-4 l - zs•a 1s-3 l �' z~. !ter 1102 sa 2 2.s���! ,. .s-4 sr CN11 r�P ��� �lfi OF CALtE�P � 21.9•R , L-8 ' i s'ruii 1-6-8 .fid 0 7211 o g v-�o:o ° 1 1/3012001 SA, 18 ���g 21-9-8 . Truawal S�n�ms Plates are 20 ga. uttf�iis ahoh�Ilty"i6i'(1N g7 ), Scales 3/16 .1' 611"(16 g.,$) 4 or "MX" (!PWI4X 20 9a.1, pooitioned pet Joint ReprrYt Circled elaten.anci false frame "lates.ate ositt.onsd'an�eto aU,ve.. --- " WARNING Rend nal Blot �s on this sheet lead ive a cop), r( to the I i'�ctittg Contractor. # Not oRs1400 TIItS Jaign )v lar an inJivlJuil4uild6, tom orad roe ttualsystem. It his 6ee,i barrel on; edllriliops provpleJ by 01e compowm immnficiurer and dote Chki TDFt 60.7 `WT• 151 Cllaboxor Name:: IY T12 LiVe 16.Gd pof DurFxco L-1.25 P-1.25 qm1 TO Dead7.d0 pof Rep.Mbr Dnd 1415 sign DC Livo .00 psi O.C,13paoiAg 2- 0- 0.. DC Dead 7.00 pof Design Spea 11760-97 and TOTAL 30.00 of � X10: W,2407C': 14/240 p job Name: PARTIAN - Truss ID: I33 Qty: 3 Dnvg: - t,m_ YAM VMET ST7F. iWID 7C" 2101 LFT, ill &'Mr. a -:t- qje "gtixalrst far 3at¢al. hqx Qii111TREPmai(s) r __ .___,__ in ecceltance'W verifiedbyt BiLUSl�R 140 o I design meet r< , LI,CVin }y(1iaVA4 Sj'SI'�'MS "on Ott. Voll Sp,bigii Cd.W)'hli - by Ju he h ,e d y t 1 Voicing y'lll a,ase IIIc In ae rPonsiee tia, 6esponsiblbUu, SUMMARY SI 'ip5.0 Version T6.2.10 PullerAssocttlt+ IY T12 LiVe 16.Gd pof DurFxco L-1.25 P-1.25 qm1 TO Dead7.d0 pof Rep.Mbr Dnd 1415 sign DC Livo .00 psi O.C,13paoiAg 2- 0- 0.. DC Dead 7.00 pof Design Spea 11760-97 and TOTAL 30.00 of � X10: W,2407C': 14/240 p job Name: PARTIAN - Truss ID: I33 Qty: 3 Dnvg: - t,m_ YAM VMET ST7F. iWID 7C" 2101 LFT, ill &'Mr. a -:t- qje "gtixalrst far 3at¢al. hqx Qii111TREPmai(s) r __ .___,__ Job Name.: PARTIAN Truss ID: D4 Q 1-,DrWg: COM 334149-007 HW X-LSC*Fd= SITE Rgl'S 7C 2X4 tM- #1 G Br-, P1atirg Cpw t mar/lYI 1995 i1N,lFf Rt7LTfCP1(S), t 1 4- 7-12 '1656 3,501 2.831! H2x8 C IFL 2 Ttus IMICN Is UE callim IE vmw CIF a>EIXGt '1 912 lb 2 2G-10, 4 1007 3.50' 1.50'1 2x4..TFL 41 &. BCY, 8-10 M=ITZ U= ams 2 -395 lb' '41Ti 2x4 l7•L! SIAPiYdi[1 L4i1RIN3 tdZJl7iEhtFNM rr}-am am batted CNLY 7qw., U. I. dadic�nsi wim Lila 'R'" FTId3r: M..L am :CSI K= VAt1FS IFR Icm ti.wM F=111607. oa tin trilm nl: m otarial ad1 )mc:tU. LDC' -97 Qzh. i 2 -2030 :O5 .19 .24 1>:lirmnt 11;w-bg is (by ctI-0) to rcnc'4d fcr 10 W txar bmnincaC 137L: Iilclj awloxXI .Yee 2-3 -1709: .02 ,34. ',36 tozL^mtit iztatim%tclp� Sctt ti[B-91 and : 7RV= wig fc wdal��cacl only. it t��lcr L{ro Lbw 1�, C q-5 «�� 01 37 .38 I/lPS 1.1995] 10.3.4. arra 10.3.4.6, 1]z! v�tt{t els 11x1 ate hxl ci> isi aim t IJld3 1 o tl0.00 it; Il�cl� Wlci0�G0 ft beelcW Lhe t.. p a7fi d (if, miy) may to -AM Pian haiglk = 24.05 it, rrpll 80 ad3tkianl dmirgt comidsaUdi * rthex0) tL7C rl�d �,InI¢d 211v13 i4-� £--- 7 III i2 i. 0� >rn CSI, for 1 nt eral fcLbw dio to wbzi or bdollic -" i 7 4 1735 ,18 .14 .33 latch m d>e hiL RkU, Dir, L.P1C L:Lco .11. ME R.Lx ISyIL 0+9 't5 ,0.'f .55. .62 - TV Vett 46,00 4- 6�- 0 16.00 27- 0- 0' ,'i0 9,10 r! r 07 .55 .62 ' PC Vest 152.00 4- 6- 0 352.00 9- 1- d .51 wVett 11.00 9- 1- 0 14.00 27- 0- 0' e00 t it Ft7d t3I I9Si FtX CE CS11 pe... lba X Lm IWIL 1-6 -1841 ,23 3-9.. 228 .16' 33r 6'19.0 9-5-4 :53' . 1,7 1972 .FO 4-9 ,, 352 III LC Veit 85.0 15-'6- 0 00 2-7 1080 .e4 4-10. -1293 !65 2.8 -882 !34 5mi1U 32 .01 3-8 1009 41 . = IISA7a'ICN (rput) f 11 41.12 7-8-0 3 -10 -II .999..21° M 8-9191=)-.40ti _ 44-11-4 11.11-U 18-8-0 t 22.6.0 I ... Jahr. 56. _... t 1 t n 0 i 11-6-0 z A 11- 4 7 4-li- 9 4. 1 3 3 3, 11- 0- 0 8 6- 3-0 6.00 4' L8- 8-.0' 9 15- 9- 0 _ 5 22- 6-.0 10 22• G- U A4 44, t 3.6 8.1.3j M ES [III 5 TTtr: m m ' 2-4-3' tr N `. 45081 vi L 4,4 8 81U-12 2.5-a z` Erp. i /3i/02 itr 34 � 4 10 � OF NII. d-G-il 4.0.0 I► f� sant ii a io.s_ �i2 , 6-n, ° 1° ; sTun 22-6-0 11 /36/2091 `l'rtiiWyyoi Syet+m tn kl&tea tire 20 ga. tih1bab idlrown by 111ttrl(18 ga,), Sedlnr :1/iG4 . 1l jrh )') or APiX'1 (TWMX 20 ga:) , .pbaitionod per 0oint RePokt:. Cdr61ec1 tilnhfl land CN16e frame latrtb rlre. onit9,otfad .ln nlicw/n nbove,- -...., . ARNING Read all hotel oh ibis sheet and give 4 dgpy afit to thela'reclilfg Cafilydclor Tn>;t 74,7 rrrt i61_,# Wnt oR51400 "'� g gfdMpufeirt hot lliutYztein. It hat boon :nefd on tpeeancatlofrt ptegided tydie eompbtunii nWnutacmteCwld Joao drkt !*a.tcnMr Newt dt Jetl nae tnr wr hrJivtdnal bnilJbi" )) �:E M aecdnLvuu With the eurttol Veniddt of TPI And AP['A &.Ulh ilattilai :t, Nd tesponiibility it otiumed rotdimepilonnt occunty. blmensinmi are to be Dd t i7r:, . 11LC _q._, 16 bRSIUD 4eHUtd by lht eolnpnnehi liultutnchnccohdlor bt111JIng Jtstgner ptloj lO fabticdtrn, 111a building Julgnet Inst atctnntn flul die load$ 0111lied on this � B LU SAR MFG design hreetbr extecd 1116 h#idinj Imposed by the Ieait buiidplg,,1W pdd the pntleilGC applft3tion. 'rho dettgm 74th ntt ilwt tin top thdtJ It Weml Y TC Live. 10.00 pnt Wrfncd L.1+25 P.Srs5_. ' , R?r'+.e" bMut1hythe 'rot nailthzadrhrg end Ore boddtn thotJ it Ialetnlly,bmefd byy d tiCid thwddng,Pta!eriJ1 Jiroelly dttrched„ Irdlttt dlhciwiit notfJ., bawd .00 n E Re : PiltY. 11nd."1.00' LLC " Uraehlg th iii7t 6 fns faferplkuppnli of tompwtedfi mfilibert only fn te8ucd butEJhlg'hdglh, Thin cdmpdnertV timll'ild bapiaetJ it mq a rvhilnitienl that Tt" 7 p )? . �, ,.:. iVlll inure lha inuirmre ealilfnt ut lheir+Kul to excteJ jp9G dudlar ciuif dormeeYdr "pGrE rdrrotien, trobdwle, Rtindlo, butall and bmff M4 ituss in _73c Livot . 00 :pek o:C.ctlpaoihq '1- 0- 0.' ' '.::. k,,J%AL s SFObtc „ .: ntcanbWce'kbh the tdliui4litg wildardtl'101NT DIiTA0.g1, by TtisWnlf "ANSil1 Pt i t WI'CA Y' +tVnnJ'1'nlii CdancU of Ahietlun SlamLitd 1)ealgn; Tay Nonuprtl un, G -' Kiillot4 co brr>Vt it it IttbiI Iitt, '(IANDI INCE 1N5TAI LI IO ANb l)kA6N0IvI9I'A41'L1TR C0NNUC1`11I) W000 TRUSSli3' - (ll( -01) and 111111.91 SIC Head 7.00 pA baniga SYrod bUC-97 Tpa.O_ V Uh�TG;2.lb h p'er Astotl tlm� (AfhA) to 106tcd at ►hl lNit 9dt 51mEt, ilit NWi Sle k(li Ai'whmgmnU nti 40fpE� binJbat! \4hda stn S371g, 71ja NneHralf Putin mrJ !�t� 3�� � ; Tt of L/240 ICe I�240 � job Name: PARTIATI Truss ID: AA Qty: 1 " DrMg: COO I45-001 8131 X-ICIC M=:SPIE MOD 'iC 2A 1kL #'1 G mr. IMtckea t•1>e i-tit,•stca'it .fcr utaa l h -,.hg + + + •) + +. + + + + + + + + + + + t + + + + 1 9* 7-12 ' 1069 3.501' 1,50" D2 2x4 DF -L ell G 11tx, ® at: eadl l a 1 d. M. Intsra7. 1ra0ing ' I3 uiTrd fere 3.0 K lk, dsx laai �pliei 2:t9 WL .•TAtdS!L w&Ltan3 Wadi ihAtr3. du nnl cs x -h -.Z r,) evcstly a1nsJ titl-'Eqi%—rn> io lr: dt�.d 2G-"111. 4 %B 3.60" 1.50!! VES E 3 30-1q• it 795 3.50" 1,50't P s9 t FEBI/!PI 3995 are the x i ti�ity o tin latildistJ Irl mx. lzvrirs3 (tntle+3o;Lied), aanua'i' THIS liC1T 7S Tl£ (33•I OM TIES= W- des{�W. '31�w��..E'1 S em BRPLF IT tiny 1� wikh laid + 0 : 11va lrncl;+. D.F, =1.33 1tiv� J4% ICD M. KIIJU F t , UxiD C;%. tuiecl Far mi Tsai i . 1 kaacdir3 rn lisiz, z � ci rm = 3:0 K lilt, ea. 1xYttity. l!-? -383 ,00 ;..2 ,22 LlF.7d2IE>:117U3JtR11�ff•NP3 td= -AL aw Isaac.-) a)LY tzveae9 q� 24" w, Alta;utival , vise. CayaxL:iea1 %crit-ta) utist trzawfer eq -3x1 2-3 -757, .00 38 ,39 n1 Q -a trtr;s matet�al. at sstdt scztlal T-)zaou� as c+)nat at 7Yturu3l lead to aadt p1Y (ot•:adi-m� s'xz�st, :. 3-4 -1145 ,00 .38 .38 ELA1E VATi fiIt ICD3 (fiF NS}! RLKiT�((1607. Syatats; r.tat$ani cLi*G- coolao31G0, + + + + + + + + + + + + + •F + + + + } + + Iocatiat t>f 9rtG.:tSdr b=irg) �haild Im Id&R for 30. 1w mi-rssnhltsit. Iia-ia '1Ji3UP Td•7+CPIIN(S) 'tc Fmm m Etri CSI clextl nntllExi at aadl� �t-xt�s�scIu. Irteclor stq;mt- to teslpiI ziliatitxJ'nust So t. 1 462 Ib 5-6 3000 36 .29 :65 Flamati ivasd.'rJ U xeeuired (bt cli=u) to. be in f�Lroe krErxe etectit>� t•I>is knwu, SgpercL•, 2 -339 lb - 6-7 2399 + ,40 t91 i IBE -91 W -A i3TTIM BALD IN WMI IUIPL•R VALUES, 3 -913 lb -9 29 .57 �.+x+t r2ta:i Sae 7-5 1700 20 ,10 /'!pl 1-+99 1.8.1in ani 14.3.4,6« EYii vrcticils ilviicpt 1 fa: wdhl Iciub rnly. U)C_, is detiryt�l usil'g ttt9: 8.9 1700 ,20 .14 .34 Hid verticals. tint art: c&mxied abom car , L.�-07 9-10 1477 .18 ,44 -61 k -,w tl>z tnros profile (if acv) uey rewire UldJ Eh^-lor�izl Yea adiitaatal ckriLJn mmid=u1:ioa (IN 0uwro) Truse L=t;icn - N_t I•ltd gal {•EE Fadi CSI 411 IMCE CS1 fnr'lateral fcxEw dA- to wird ar sre{attic Itsrricar nYtazi I.dt-A ICU Dw. Cara xx a C 1-5 -12?.7 .50 2-7 967 ,37 Toho; cn Cite balding P:c13 t 80,00 ft, S�dj.Wiz3tts 0,00 It ` 3-7 834 ,35 'M3trs �+� tt . 24.65 ft, itph 80 ^-G 1287..49 .6 -1137 67 3-9 !1297 ,65 .. 't13- Stat-- 'di c�5:.tt3aruxy Dead SIC LM 19 0 --- - -.23 —•� --' '---11NL7 a�`1E til LFSIIN R.Plf 1.pd{ II: 114 1- -1 (7 ( i n - Dir 46 L;Lx 4 P00 R Ina 770 L/999 7N 1•EI.1 6-7 (LIVE) fi•11.11 7-N•11 7-10-0 .. '7C Veit :46,00 9 6- 0 9q,(10 31 0-=0 Las - 12„ -r- ?.t _ IN BC Vett 14.00 9--6- 0 14„)0 31- 0- 0 .00 G-U•U t3.H-p 21-6-0 I1pe,., llv 15- 6- - 0 p X.—G Jah t tm,Fian �— 15-fi• Fc erk 85.0 1 B- 0� 0 6 1-'3- 0 1 2 3 4' 2 G- 0. 0 7 10- 9- 0 3 134 8. 0 8 11- 7- 0 4 21 6 0 9 17 1- 4 l 6,00 -6.00 4-a4-4, I ti -1-3 5G , 9•U -1S 5•I 3 tit IF QQpOP111111 ESSfp�q it, {N>CSS�Fyc 3.4 =u -a-3 ?.5 4 4� S.c3 4 3-g 0 5982 C , T NUN17-4 d Ci tOZ alt N OF CAL1F0 STI -111 5 G afiU 7 H 7- 9 4-1-1211) 1_3.11 MAI :OVER 3 SDFPORM 12/26/2001 ' T'rurtwal S}% emrJ Platen Aed 20 94. unkle6j) oltown LY tt18, 11114i4 21.6.8 Scalai 3/16-1 1, "H0(16 ga.), ar 111-WI(TWNX 20 So I, partitioned per JoisiE Repot . 010 t 4/, Circled Mateo acid false frame lnheo Are artitiarted ae 8lrown above, WO: 00 Thb:, little Cur in btdividtctl buildln •cmn W)enl nut inns KI :It lwbecn bi+ed Siu sccitiatt(ons provided 1, the component milo 'oenirer old Jmta �p� 62-.,0 WTs 154 ,� cua Omar Ne' WARNING tit nil alt Ila, II1 rift this sheet and im a con o it to the l'reuin Contractor. ' � 6 Pl Y P cork! Luotnner Numer _ e in;tceurdmice µlilt ilia rept wridolw of TPI wid ARTA diI cigindards. No mlotio(bllity ti assumed for d(menslunul accnmcy, Olmebcimis are to be Dngnrt JE flLC 18 ORSILIA BLU r c va” at I` - the c"' "cul mumutmcttntr mtdlor building designer lirlor to fabrictdloo, 11)c Wilding dalSocc most ascenald droit ilia II utilized uu lilts LU SAR I- de.lgn meet or exeded ilia Wiling imposed by the brat IndWing code and ilia p:Iticlivuppllcaliom Ilia d6sigh tusmmctthit Ilia top chord is laterally I TO Live 16.,00 ps f DurFaco L-1.25 V-1.25 ».. bhote , 1, Ilse , r or Bat sitealldng nod Ilia omotn chord is Literally blued b}}'a right sheathing msterol directly anathed,. unless otherwise timed. �.. 1 Orac(n8Atowal 6 ror Ltieml support orcompunents mamberx truly' to reduce IoZug length. Tlli$ component Atoll nut be pLacgd in soy envlionmutt Chit p P 1.15. L�.0 TO Dead. 7.00 01: Rep tAsr Dad, r will ttiuse rhe molsmre eminent nr the H!xAl to exceed li%.attar.sine ctmneara[ pLta cmrro;II Pabrlemci hudle, hulull utid brace this tris. ht BC Live. .00 VII O.C.Spaaiag 2- 0- 0 :7H155``VAL.SI'sTGAi� o dccoululce With Iiia tnlluwlng Awil ilst'JOINT bOTAIIS', b t T000I,'AN$irrl'i 1`,'1V'I'CA 1' - W,wd Truss Cmnndl of Atnesies Sundanl Uesigit: ' gat. Nklmq.&L)r., Coin,prbigs, CO &I Respotglbhlfiat, 'ILINDLINOINNTALI AN 11112AC1 )O liliaAI,i,vril cONbirimeD'h'OOD TIU)SSBS' ) DC Dead 7.00 of Dau` Spied tMC-97 N (Illll•91 nail 1111fAI P -gn P stJhIbIAItY tiI IBL•"I" by'1111, 'Ilia Tnto )'Lite lasilmic (TPI) ii lucamd alSH3 D'Onurriu Urtvea hindasou, Wliconsln 5Y49. Ilia Amarlemi Pun!at And � Mi Fatior 1{/294 M: V240 Version T8, 2.10 I`apaC AKA I lloq G1pPA) N lu ucd nI till Ihh 31icr1, NWI Nm 5i10,1Vnsh(ngtwt, DO 20036. TOTAL 30.00 psf ., ,_ ..mss.- i ..�.,.,.:,♦.._..,.:.-.5..-.�hl.::._..,�..,,_i � -._,,, ,,.;�_. ':;.,_.,a Job NamO: PAR.TIAN • 0 Truss ID: 05 -� 1 Drwg: -001 I3f33 X -LCC FiF= SIIJ: FIMID _ Tr' 2>h M 01,11 Bir. .. Asrtel tla3 ties;tali fet latch isac Mr, ~, t mdt 1=2.Lim dx>nn l�al 'WA mLTFP R171C1' m(S) 9.q;xat 1 -163 lb 1 0- 1,:12 359 3 SO'+ 1,50" `? 6- 3- 4 835 3 ,a0' 1.50" 1?C 2X4 L&L -#1 G -'LV pE}] ?act 1gL SIFNiVtD �. .*"vU'te wlldl , trludke i,-rxiia7. Cr x Lnaadng unity •the Lui1dU>y � acnt 2 -296 lI) S;q.v t 3 -233 lb 3 2G-10- 4 G93. 60" 1:50" 4 30-10- 4 3E3 3.r0'+ l,$00 PJatin" s AW.TI'IPI `-1995 k 7IlIS IiSIZ24 I3 ME �i[Y?l 7E l7ES[IfP Cr mri 7iu� x1 W ]MACE -11 Imy Uri ivaclxg o) c 4 .179 Ab ^Alto Lt':.ws in C1 -'q* uoin,7:the TC Fa+LE AM Rv CS1 41ESI1EEE La1D GASES, fur m;tirlaaia 13Umar. Ra-Umi lm rslvwat mu Lusa..acy W Ailenntivel / ttaa 13dvv of Th - sir -97 Clams. Src:*1 -Yea 1-2 -179 00 .4?. .42, 2-3 -624 ,00 .h ,42 '3-4 nt a tjuan ontecial at eadt b--irg. ties er T xry ea n L1.m IM E 31171 Ia13 MT-JR31 ma(I' 016ff1.. Staten atar4axd 4-t' 0)01003160. itttei'icr ?tsla elrltld k� Tia W ice :l) rVF t ot"mmm natt. Dal, Titma iml:im a t+d: t N 7a'e Maws 1ltrriem>G I]a3v ; t'c n Iia Iia a+tes3Cs• C 't -770 .00 .38 .39 4-5 -276 .00. .38 .30.. Irxatiot of clearly natimd ai ends Lrtusa, Interior; aq*'At: or telporaty o)satatg oast 1t.-onivam IracvU is i lirl chir3u) ko Ue in Flax f af�ts thin L•ntca. YA4D at EIdiN W VAT1L5, Bld3' n o0 00 ft, D�ti3 Width 50800 Yi. [ti v� ) t = 24.05 fd , ngii 80 t3 Stcntiixd }�v�y. CI'. 14.0 j E lT.. tYl? 10f1i l3^1) CSI klm^uczt rcSatict7,/ttqq��c i;rx�] Sw IitB-91 :uxi TSTAit1] 7449I TP1 1:1995; 10.3,4.5'arl 10.3.4.6. i'Jk IL � "' "'" � t7s9E It " 8 165 .0033 .43 AIS - Mr L.PI.L LAP= R P11 R 1m ZIt1'1L ,t TC Vast 46.00 0- 0- 0 _46 00 1 0 0 70 9-10 47704, .4S .49 .04' •44 .46 ' 10-11 647 � I� tfor.t 14.00 0- 0- 0 14,00 317 0 0 :0p •.. F. lln X,I�a' .. .05 ,44 .49. 11-12 '98 :4:1 ,21 .23' .. .. _ BC Vett 85.0 15- 6- 0 vm FX7>6E CSI FdD I•ad�.. 2.7 -814 .26 M0 302. .]2. 2�8 3p7 .13 4-10 299 .09 ' 3-8 .10i .04 4-11 .821: .43 1•Rtk AnnumaT (ci ) t • V999 IN 1.01 8«'i ILC 0 - .0 7 -ti -0 1-84 -111 �_i " IA -.19'r Lt= -47+1 n -.36T7 l0 0 ls•6 fl 23-z:i) .ro .. Joint Lxatian F 14;.6 It 1 0-_0- 2 7-10'- 0 8' 10- 9- 0- 3 23. 2_ 0 10'....19- 1- 0, A 20- 3. 0.. - r---�, 1 6.pp 5 31- 0- 0 13 26-10- 31. 0- 0 - i 6 0- 0- 0 12 .4.4. 5-� 5•G 35lp tslltr Ilk `�'`� M 0. " 3.4 v 1)-4-3 2,5•a S='1. U 4 3.J Q w •D '�J m K 2.54 1n,C a 8 fL.1.4$SN 2fi�111.4� k EX0, 12131/02 Af CN1� 2 6-54 a-512 9.6-0 4.Li2 6.l- 5-1•0 NIM 26-104 3t-0-0 ' 2001 12/24/2001 0 ovER 4 mmpor= a 8 ga.)I Tttlowal 8ystemo Plated are 2 r ga. unload ahown U "int o'r MX (TWi4X 20 a ,) , oaitohed per Joint- Report,. iia ea oned an aL•ove. - Circled latee and Malde •frame are eni.tiy WARNING waft p!! Nass ON tills S/idd olid gilT a Copy Of 1t to ill a �PBf>//I16' Contractor. by done TBFt 70,0 Wtl!).'. 0 vat ORS1400 C1uul:ansr. Nome t Alit, TI design design is for nn hous,blual building cumpmlent not tine gslem. A lou been timed nu speclamdon; pwi9ded Ota component mnnuNcnlrerand tic CUks . ' hrccorAtub;4 with die current Versions otTNI mid.AN IA designalandJtde. No reapooslbilltp is assumed for dilneusbuuducctlmcy. Dirnuniuna npao •,tiled by dies cunlpunenl nuumfnthrcctaad7tirtiuihling designatprior to (alidcldml, 1I1e building designer mint mcermid that the lmdsvtilized qt thte Dogrtrf Jr 9W. j.16 Oltsr.LLo: B LU iAK MFIgo meet qY Wit lila lotdb g )inpmed by the. luml building code and the-psiicutaropplituion. Tire dargu nstumctl tet the lop thotd Is Wevilly TC Live 16100 poli DtirF.aae L.1,25 'PF1:25 EZ=�a tate) by Ilne rdtf sir Ih orshcathiig Md die uouann dmtd l6 Wtemlly bmecJ by n ngW:daathing 1nvSti:il 0lrcdlyfdl.idlcd, loilm othenlise n Ned.:.,, _ -. Ra tfi*C �Hrd 1,15 LLC 1,11 ihnwtl [i lot Uter l seppotl of cumponcln melnlopis only to ieduce,buel:Lng length.. This component Mudd not be pLiced in any envirournad ilml TC Dead 7t 00 prf p 11 'k uta mubtufecontent of ilii wood to exceed 10 ' and/ur muse connee,or plate con'IzImt, Pnbrircde, handle, Install end hmee this oust in 13C Live .00 pal! O. C.Spacing 2- 0- 0 TRIIyyi1AL S'BTF.A15 nteunLanee w11I1 tht. rodnw4ng mandurdst'IOINT DETAIiS', by Tnrwal, 'ANSIYI i'I 1',;'1V'rCA 1' -\Kinn Tn1u Celnitdl of Atnetigl StmtSatrl Duigii ialS NnrWps'k br., cob 5pctag it0 sd817 lis)ilin'll111hies. "11ANDLINC IN.STA1,41NQ ANU 1i1tACIN0 Al1iTA1:11'I 1Tx CpNNG'&l'G1) WOODhMisrs' - f1110.9I) _and 'iilO.71 HC'Dead �J:00 pbf Design Sp -a UHC -97 Sl7R1K1AkY SI IRhh' by TIll. The Truss Vuld111slhula (TI'1) It Ioc.Iled nt 383 Wonotrlo Drive, hlndism, Witcmnh153710, The Am aleen Model And �'�m : Den vaeio: W240 7Ct 1: 240 TpS.:O Veroiciu: T6.2.10 .111, s kldion (Ab NA) Is lucaWit till lhh $lreM, NW, Stn s`•011,1Yusldtiptun, UC00(I]b, TOTAL 90.00 paf ]ob Name. RTIAN .. Truss IU: B6 QtY: ' Of g BW-,, X -11X: Iswr SITE 1hL'!1' 1L^ 2.4 M, III & B1:Y. F1aL1t • 34SI/'I'PI M 1•n9S SgVcrt I11�(-986 31 7HI3 CF ICil 79 7118 QTiECY l4h 'E•` dIC �S•' 1_12.. 7S9 3.5011 i.s0" � 2 6+ 1.12 1873 3.50" 1.62v 1i-. 2wI ITL #I & Btr. a .2 643 1b S•�13 2x4: i,FI, sat43atm MZ1I'1I3.0 Lao Q14i1; �4i� 'L 3 -305 7.b -:9 l7L':il{P {;1607. 147+RIl9J I T13 elnwi. mE liv3e3 tSIL1` t1r:' tl 3 30-10. 4 889 3.50" 1,50". m=. W iklt Icru m-IMN2 tirl to iu clpni ],.`,wfitj Trstdxi �fta 10 FWInt-<u7nnz>3k Il7S,i at tile hl7nxt mtLtsial at edit ys�ri7i1. IBC -97 13x1:. Soctl:lat of itttxim' Uatritt•1 txtKuld.I)e .: S7t:et Ic 111X3 ' A`0, Y9bCI 1-2 1482 36 .56 .74 ' -3 421 .110 56 .56 te T7 iu- d4hxgt Cripcaarf altaitr3 mt"L 111c�7 Flr_Ioaed a X� In in pp] v� Wcm exccCitx11 thin txU cGriy nt�cl a1 �t r §. I3:kY�'ZF71 QI m S1I.13�i 4.„.'sS. R:tttcvrnL jx-a li 3 io a � ( -Y ol:lr'n)) Lo UAW Lxc�Liat � IJ�L F]zl Tni: 131,713' rt-si' 1d::ttin sw IBE -91 dtzl . fitrrl Octan Line I3� C : 50D 00 Lt 3-4 1627 0" •31 5if1YI 1-1295j 1 3ntd 10.3,4.6. Bld3 LOT t =3 80 00 it B WLtY11 = q5 4-5 •2542 05 .22 277 ,1D 5.6 -2830 1 A 14=Tw 1 y7L 24'.65 $t', n@b tvc. f 1:M)Alyd GtC.I IkaCt 'r IIS LcEd 14.0 pef ,tiC 3�. 4 Iib CST - --IL pb BL,ti= 3I Bo IIiO 0.;.. " R.PPlf IS- 8-9 589. 32 11C Vert 6%00 , 0 9210 -618:' .00 .26 808. .. 7c hart .:46.00 27-:D- 0 BC V¢t 114.00 0- 0. 0 46.00 31- 0- «70 14;00 31- Q-, ,O .00 ill 1%a.04 ^IS6.. .30 12-13 1549 .32 .L7- .45 1411 MIME. CSI its Fck1 g "m 2-8 4734: .51 3-11 1377 .56 2-9 105 .03 4-11 -615 01 2-10 %4 .39 4-12 627, .25 3:10 «663 .57 5-12 -402 .OS �.Ipa 7 $•1! 5.6.0 1 3-640626-0_ ..,-_- � . F1vc ri77b iTt71 (t taitl 1.1(1.11 Is ti•O 21.11-# 2d•6.0 31.0-0 ls•6.1! 9 99IN1,01 -� (LIVET � , 7e _,gr,= j5-6-11 _^, _I p,l !3 6 ,. I -,12" 2 a 5 saw Jalr>t Lx<rL•intx ��>_,<� 0" 86- 1'12 ••---•�-t x6.00 r6,p01: 1. 0- 0- 2 7.10- 0 y 7. 3• g 3 z-6- 0 10 12- 9- 0 s•6 4 21. 0- 0 11 19. 0- 0 - 5 24+« 6- p, 12 23,. 5, p 6. dl- 0, 0 13 31. 0-1) .. 7 0- D- o 3.4 1i•I-3 =1n , ls•3 �.#•IS _ t OV OFESSf', 114--s-i~�' 1 x0.4.3 xq4- . - .1. �, 2.5 45.6 NU. Gr $982 :0 W 6.1.12 3.0 3. D0 11- $ k G%p« 1�31:OLt 2.1�i •N . 2 -ILL, 4, 'N � ;ill �l. l2 (..,{ fi' 4.S.D 77 7-l1.13 t I -Z 19.0-1 23_ S•I 1 ��� �20 4 61-12 12-9-0 oYE1t� 3� iurPuxT�; "? TrubWal 9yyaL•eitia YlaLwe a7.e 20 0a, llrtlebb ahoWit by 111811(18 ga.), 8aalel 5/32" 11 or ifIlix" (111N14X 20 0a,) pobibiohea oaraoitt4 Report, v :')Orlitieni;d atl r717GWH abOVe!. .. .: .- Gi:YL:l ael Lat Pn pitA, fai dP frr 11116 171dLari cite M NM>.1".4Ci�•�'�� `,V;' ltIL714do ' WARNINGnend . iatels on 1/iisbhe'et aad gilld a CO& nj if ?c t/Id l cc+1 tlni) C(illil'aClflr, rcpt 75;3 IiT1307 # tldo L1::gf curet Fr3ma r Thl, lie.l+n is ptr vilIddhidu41 bu11Jbtg.calbpwito,filA hiss tplain, Il Lis beim hhied nttpc0ndlbml ptmided by lbe tnlnlikeol pt,t luP¢ihiedr find it . 'f i kl Tl'I and Alit'A duighxluiiJ ihix Nn mspmdihlliy R aixutntll for Ji nenrluwd nk dhlcy, bbnragliW Kra lu bS lu iilrtchi Vtrsbuis pngnYl 51?. #LC y, 12 o'+sittNlt7 - "' t @kiudahreNtih iha of verifledbIllkcutb'motliumnt"cntletwidiurbitllJlitgdatgiie'Y1'tl'irtulnbrfektlim,`IStehullJlilgdGlgntPlnu117ukAtWiuilµillllCbudltiiliredlMihli ' ,, ' Br USARm %, Jai it;feet ifr ekceadNit; ;ding lmpiukd by 1Le'iikitl hulblllig cildt and iht Itadcl'iL t n pliailn t« Th i driiglf nrrinnex it niche i¢p cloud (i Glenilly 7•C Live 16 00 paf h iytrigldxhttiUlnOM.verbidirc¢tlyn0.icbed,;tnlimobeli4ohtutJ, 4 Ddr9 t b LZ25 P 1125 1100 bfiid ldtryille rtmttitllimldreilhbtg fiidlbkbnnuliicholdhlawrillybntcad rte-, D"ead 7,00 pdf C htn¢h:d:rhd iri Is Cnr bJkr�l xuppvn uCk¢ntplmt tu, inarehtlx wily to reddte burkliiig length, Thi aimpiiiitnl Will AM by pbetJ ht any elicilronhttnl ilud , 1•L1 : hep 1��k 13tiA 2- b ,: f, aliluhlaihanudefirtknniemdftha5iwmin¢x61!¢J.IVS.nnJ/nttpwd¢,mntelifrpbi¢cvneitab ILahricate,.Iuitdfgj Insinllmod h2lethla;iriLiIn. BC Liv" .00 pef 'VB`dPNrhdii'Tji"ial,I1'W ox g. aeihI* 0,- speded ttC-97 nrwpMot;ur., ea A" ,dntantiilii¢:uiliAiiindlJit'OINx!IAlli`.N, i IGkl,IU1CONNI1i`liiNtliNeIINRT1 &pbfk. 74 ..s6 .d1ANIrll't-1'MW13dC!.A be�.d lkillYltic8i1 D.biiJu i« M 0,,b- Snt1,41nK;{.llpm° hei 11?N7" Gytl'1. I7t¢'IYnr piid I friti¢ (Till) Is etd n}11 S011"rl1Atddhixt.4tramY�nt AJclyi 1tlUT1C� t51Lol {245 CW24p d L�'i8i1a1't;}v5A1.0:. oni 621 du 11119tslkkll HV, Sit BiA'41lhgl0, lll &kR EM xa r 4 r R F>u}ia ^Truss'ID. BSA Q: i 4 Drw job Nam�•'PARTIAY: ` jp} c . t9T3I/`rnI -1995 12�(S30 lib -3 30-10- 9 992 3.50' 1+.sD!, 11 I}r I1L #1 & 'IFli.9 IIIN I9 ZFE �IILA"!E i[I9 OC IW-97, - 2 ib FdD : 2vA I711i 919 MTM I•IIiJI'IETE II}1D't7s�S. - - 2 4- 7-12 1799 3.501 1,50" P�= VAUR3 TM 1030 i `Zt D'iMl FlEM 01M I>tA1RilS3 I2r7UA�`'J2J19 oltl+tt axe }XSCkci Cl'A.,Y t 11 Inasbi for10 PSF irtrcartirmtt IM in Usa1trusts uvk-wi Uaat: �ikd�wld�be n�� �o xs d�igrrxl uait}7 tit bF. .73}0+ lin �(S11+.5' Ltxii.�..e g;�.t eu: Y,riKlrr.�xy dzazty ozwt: Isatia irgs 2-3 = 831 Ol 5s 54 IiAT7tSi��� CN 3tEEtl LL7f[33L �,rrr?a g• clean Ittukad ax adY t]IUW. ThwDjc1j T=rod v90 of ft, Znisn Wix3]i m 0.0 1-2 1482 18 .53 ."7J, be ill FIl;;F17Ii'COCrs t�ir'9 )hi.s y DA'.;F77 RIwxilt kn'acls'g is 1 #�rotlzco) to 'ht�.v In¢aC1tx1 = Not'EW 7crlc .0 3-i 2067 03 .43' ,46' Iaz�vrt xcr MSar/Cc See IiIF3-91 ctrl }Uzticatn/O us Lire a fb Cate9• 0 ft A-s 2950. 06 .19' ,25 I/IPI 1-1995; 10_.3 4. at'd Iq.3t4.6, Bld,3 - :5-6 3236. .13 .36 ,49 St.ari xd K qac 29y>OS=j tilli 80 Lchd 14.0.pf '13± ztIN.r A}f4 RD 6I •.• __ImD�t7�G1�I:55Ieii L'IN19 e-9 1180 .01 :28 .29 1Sr 46 001 f - 0-L. R6,00Plf R Ice I2/IL ?•v\tai: 9G.00 0-0- 0 46,00 19 0-,0 :70 9-10 -20G. .Ol 25, ,27 -'IC Vast 69,00 18-: 0- 0 119.00 27 0-'0 .64 10-11 047 ,06 2' .32 7C Vest 46.00 27-^0- 0 46100 31- 0--0 .70 1.:1-12 2345 126 17. AG 'W Vett- 14.00 o-_0- 0 14.00 31- 0- 0 1q0. 12-13 2919 ,3' 3' .5q .V1D Fitt 1.1FH i~ RIM (.SI - 2-8 -2002 >" 3-11 3.578 .64 _ ll-10 671 a27 9-12 -094 '24 7241: 7.9.0 N 21-05 -0 2-9 11i. ,04 9-11 601 31 3-10 +415. .36 5-12 392 OS 1 fi-0 it-fi-11� iWX IkilELTI. (q 1 24-6•U: 31.11A . l✓999 DJ MEM 10-11 JLSVE) e- - I 15.6.0 l 1.16" D- --.14' Ila -.31n' 1 1 Z' 3 4 5 6 '1 0- 0- 0 8 4.-7.72 '�6.-Op. _6 ----- Joint J.omtia-a - 2 7-10. 0 91 7- 3- 8 -� 3 15- 6- 0 A1 9- 0 S•6 '4 21-0-0- 1.1 3.9-0-0 2J- 5- 0 _ t G 31 0w0 33 31- 0- 0 7 q Q1 R �I.1( ?i 1 3 9.11-15 PQF ESS r.. 'til' orGO Q q.. --� 241-2t s s �#_a14Q��, M�Ssgcy� r(1-a 3 w Z.5 4 _ N , GD •, 982 4-1.12 3"r 60 -3.00 #- 8 h Fx t '3!/02 tt - Mt � •,•,._w''�'++.--..vim 8 9 LII 11 Ill la i ✓.. 4-7.12 t 5-1-4 6-341 t. 4-5-0 , 7-7-0 7 4-7.12 i2•y-#-o is+•n•n za-5.0 3v#-11 12/21/2001 AVER 3-UPPORTS TrsioWal 9y6L^ems Platen air 20 ga., illness shown by 118-(Iga.) , Scales :. 5/32" a '1+ "24!(16 ga )1 or "MX"(TWhtX 20 ga.) positioned per ;Joint Report. . r}' Circled platen ani`falso frame t»lslaes are.positioned an ohown above. TSFt 76.b wT•199 # W WARNING 11ead all notes on tlna sheet and give a copy of it to the besting Contractor. o: 0281400' ` ,'\ F.K, 'tltp.Ac+tgh is for an tnilNldnal bullJingcnmpanrnt j+ui uvax 1l�stem;. It has been hang p4speciflemlmn providcd by the eompunenl mamdaciurer nnJ June Cbk; CVaturer Names _ ,� In necurdince wish the cusivi i versioii+at Tpl and Arl'A dl:sign FLtiidards. No respo+µlbiiity Is:nssumed tnr'nimetaiwud neeuracy. Uimensivas me ni'ho Dagnrs iT7,r #LC . 12 ORSILFA �" eriOeJ by thexumpaneitl ttamtfacmrcranJ/dr bullJhigdesigner ptibr to tahH uu i. Ilia building designer must asceaant dtji the buds ulllized ,m this r pp - u andla.lveralf -' a Pa1.25 B Lu SA tri�++�. sitsfgn ntect dr ezatedalte InaJing Imposed by, the I,Kcnl huilJmg e,nle and the papsilurupplicatlnii.. •I'hd design assumes thal ha t p dt Y � TC Live 16.00 pof I1u>•Paeo A 1.2 std by ilia nalr ur Niorshennhing npd Ilia hMinm,chnnl Is Luer llq linseed by n rigid sheathing material dirccly nttndm,l„ ml"i Otherwise noted; TC Dead 1.00 pof Rep Mbr Duct 1.00' LLC II elite 6hmw h (orLucral sappan dtgwnpupeal. tnembetx only tdtedute 6ueWtiig length. Thiscatnpunenl shill not ha pbiceU in nay eavhnnmenl thai iii awae the mdislilta content fit d+e UsmJ In exceed 1970 andlar pause cmWacmr pWte earrusion; Pabricatel beadle, hotall and bmea this°Inca ht DC Liv. '. .:00. pof O: C.Spaaing, 2- n- '0 't"PIA SYYsrkhis �",. ccnrdanea s1•hh Iha.(ullbuhtg aLvldarili: 'JOINT D01'AILg'1 by Tti4tstil, `.+i9SI/TI'I 11,'W'fCA 1' = \VMkI'tnw Council or America Stindard Design 4siSl�entiprrgl7r,qule Springs, CO yd �'�esp�inyrylinits,. 'flANpt,iNe7INSTALLING ANQIiOAL"INCt,AiUI'AL pI;ATR CbNNULTCI) \VOOU'TRII$SIiS`-(IIIU•pl} and 'I IIU•91 DC Uead 7.00 poE Design 9pea' MC-97 rY� ,n Vbnausin53aty,: TltcAtnericaiit:urutm;J LtiflRatio; Ln/240 7C: T.f290 Tp5.0 Voroion T6.2.10. PaperhAzsmUll t(AI.IA)I6localedat till FIShhSircel,N\V}SIe81Kt,\V, hington"DC.�.n03Ge�'hlaJis+m,) ..TOTAL 30.00 pat i. .".:?V: � �1b` �a�z,...1,re� •...--...: :f.-`.--..^v;^4�n.f _:-'F�.-'.,'=',c-. ��.. n.,,'Y .-� F...k•!, �. t:. :........ . -'Ia - �....:::..:....A,... _......: �=. ��',a- �-av"Y.�.r-.•- -� �.. ••':.1 a. � . gin.'.\ -, . _ --a F�'u_.. .. -.. _ ... -a -..:�,:r,_,s ..�„».-_... r'-^-an�-K�•r. �^-'.,-aic-..: �'_nM;r_ �.r_. -� 1 12-13 25520 .32..:13 .4.1 4Ela 1•Cfk3: CSI im tu=. csr . .1692.53 1••11 1361. .55 - - 2-3.101 .0f.. 4-1L -616 .11 240. 906 .40 4-32 624. 123 -. Im99 uci f ( T(LIVE) - 7 -lid) 7•$ (,_ 1 1 2l ,i 1 31.-0 G61_ 1 3 10 6G.. .59 5-12 403 OS . .: oIa io•u is•6•o zt-o•u 24•6•0 31 -n -u -o iw .IN M 1' T+ :25'- 15.6.0 .. 1 15.6.11 i 1 2' 3 a: 4 1 6 Ixntitiz<t u•� � i 0- D4 d 8 6.p p 2 7.10- 0 9 7 3- 8 , 461[ 3 15 Gr 11 0 10 12- 9. 0 5-6 .. 4 21- 6- 4 19- . 0 '. 5 ?4- 64 0 12 23,5- 5- D ' 6 31- U-. .O 13 31. 0- 0. , 7 tl- pd a -a 11.1.3 t.a 9 U 15 gtaOFE^�Ip�� M�S'�° �.�' K a i r ,....,, =Il•a-a 1,$• 5 EA � 10'2 9r , +,,.� ..3.00 - 3,00. Oil, i3lr..iLl d t•N•N f).. �tfi�.�� : u4�Y• � �:; �. ,_� . sl•u. � _ mow: •- {t 5 +� ll Il iz t3 7 (1.1.12 . y . 1 6.3.0 _ 4.5.11 7 7-11 -t}d2 t .y.o ty.o-u z3 -s -u OVER 3(!'9�Ippoxti 12/2;1,�2A01 Trudwal tlyntiiino 01ates are 20 g -A. tllliol•n odtown by "16" (is, avr_, 1eik 5/321' b it A tilt(, tia.)j b attdXif(TWNX 20 e1a,), tibb totted pmz doinL 9eporcirE 1 :. h u n falne f1 pifl tilnEa N is »ooitioned 11 i 1r. - ggps 75.3 WTf 107 R WOR O1L41 �. it (16 . a) , Kir tl WARNING Rvod 11th f)oles oil thin s eel aw giPl! n e 8' Ott 1d theJ.lcctuft .<ujltrrtclr�r. 400 11111 dalgn 6 hif nmhfdli,bbill building eumpunih hilt Ini: 916111. It Iw bet" lint wfxpte(Ocnllau phwfdid by the tulr imlent nhnnituehfier ghd done 4t:hkt 111stomoY 1100 e t ' ` --- Ifimo"nlarict ililh ilid culiciit Venlfnli nfTl'I hnil;AllhA Uto to iLtdc No telpmulhlhp• U nonmed tdrdlmeubliinl utcG.+r• Dllpeht wt6 aro In ba . - .:-`T7 ! t YLC : 12 or gxL1A'.- Br t A `' �•el{8edby the f;fhnpnutm rumhfudurar addldrhglldmg deRlgneY 111101 In fubtlentlmb 311a bf111Uing UextghtY Inmt datitfslit Thal Iha fltdn uUlwtJ un ihU >7°�1-- LU SA�1M 4OL p 10'.41 lir exeeed lha hrtding )mpdreJ by tfia)o'nl 61111,1101 codetool the IiatttuWr npphatlnt. nit dellgn eWgt U i A the l'oii chid 11 Web Ify l ? Live MOO OO pelf, DkirFanu Li 1, 25 P-1.25 Sit b�rtJbYlht hnifi7P0Uuriiavhhig hlWihLkn6umthuN6hrietclll•bntced Ill nlfigiJxhanthbii}IhnIt14�IJirectlynitachch 1016+tnlhefulsemaau. 1 1�.. 'LLC b pp t P Y , y g ¢ { S Rer Mbr Dnd 1.d0 • 1:, 1!1111 lfuian ti I,ip 1011111 sfY hill thm uhehli lne 01111 unl In tcduec bueklbl fen Ih, '11da enlhpnnenlllu i nal bt' 11i:tU hS mt • nnl•InlUmegl tlbit h wlil4�ned 14 r hlnbliita'emlleht ofntayNdiJ In tweed lost nnil/pr e+nlse ttnineclur pbne eurtiklnlb Nnbileile- lumdbi, ]lfrli11l nndbnitt,ihftf IneY In 130 �{yre ' Ab 13,1 It d.C,9pdcilig 2 0, 0 AL;t'sh tlA11 : cedh4'trt 4hh the fut)d0.6tg tit+;U:iufif'Jo1N I' DWr 1140, by `I'lo A-41,'AWithfl l','S1"1'CA i' • %V,kW Ttuai Cn gfellbf AYnnflM IN AdArd bra yb p:: - +aStlnnhiwl�Db.LtleSpdafu,YplgS�7 plheblr.ti a, 'DANE)I.iNI7IN4TA1.(INtlANDIIILIpiNpDIGTAI.I!I;ATGCONDIIlCIGD WppU`TIIUtiSt35' _ (11111.41) mid 40".41 BC Dench 7100 pnE bebign F,peo UBC»�7 Q w 1 1UMh , v Jr,11by 7,111. I lie'1'iius l'W1e lhsAluk 1'1'14) 4 lowled ut,S93 D'tlnufriil Nile, Ntaillnnl, ftionxfn 51710. 914Ahretimn NMi Rod �' (]•fl ltvt:joi W-1,10 W1 W.140 1 Tp5 Q Verd ilii;, T8.21i0 I'.tper fu o iliitit hA) k ld0ln it hl i 111 1111 Millet, N1y. 11611110, ftlttugiwl, UL'11)OA TOTAL 30, 00 ps E ��rrw4 - Truss ID: 868 - Qty: 1 Drwg: . ob Name. PARTIAL HIdi 7(-IUC ilf:7+^.C' STr"�• Cd':Q'D '11:... Id trL Ai & Mr. I'Likitti etc ' ACIII "u - 1995 'film t 7IZN.I9 UP L..' =11TG Fw"w cr VHdI•T F�[7IN(9) qL#.,'t, 1 -481 ]b 1 2 0- 1-1 6» 3- 4 263 3.501, li50' 1875 3.50f1 1.6211 BL" Z-0 IFL` It1 & Bu% ICED, 2x4 EM .SR4�UiTd7 1't1.TIP1 I= r"..10. sir *-4 Q•II,Y :agPocL' 2 -644 Jb t 3 -302 1b 3 30.10- 4 882-:3.5011 1.50" 137pt VAUM TIR ICB3 RESENT i 1? AU P 111607. T an&d for 10 1:;P t=1-czt'nuaa�t BZL umnu IG�1I1a 11489 n am w Ule tnsa nnterlal at end? Imm 7iib1� is wu is cwigtai U -mu hJu IW Oxb, 7e 1 'T. I.a= 1471 AX[, g 0 C5I .18 56 . 4 IIterior ezg3x�Yt m tml>@aty slxaittj nt4 L k� ill gg'la.e WCLd e'xic,Ying this truw, Lxa1l ia1 of irtetic� 5=thrg1 elnlld� niaarlYnntkcd ei edi tnua2, drw (b/ dir9;u) to 97 iilci7 EIr1o¢od K Yai' 7Y(tcs Iir uca � CLt lard zap. 2-3 3-4 :389 41594 .00 :56 .56 .d2 ,43 ,45 I1xMJ W:`'� IN GEM ILTIEIEIi VMIG9.. k�clitai�t laadtg is nec�ait zrtati.at/kq�. $63 HIR -91 aizi. III/1FI 1-1995; 10. atri 10.3.4.6. 1Lu1.a b:.at1 iAO- G I33 J Ci'itslc C B1c11 1 . 80.00 Y> , H1d3 dk11 y 0� 00 tt 4-5 5-4 -2511 -2799 .05 22 .27 .10 � 22 .27 ,4. '. Mmi tcn lr. 9 Z = � 24,0!' fL, npli 80 (yK3 stamuw y, �d lbxl 14,0 pat on N13TMCN BCl 7-8 Ea3:1•: . ,0X3.1 am CSI -.37 . 44.•_.... I10)m -•-• --- Dlr L.PIf L.toc R Plf R.Tnc � U 8-9 -1261 -539 .02 .38 .00 ,23 ,33 - w Veit 46,00 a- 0- 0 46 00 la- D 0 m Vert 69.00 18- 0- 0 $9.00 27- :0- 0 .64 9-10� 10-13. -668 546 .0d -,95 .2G ... � 7c Vmt 46,00 27- 0- 6 .'46.00 31-'.0- 0 ,70 11.12 1878 .M .25 ,29 .24: .16 .40 M Vert." 14.00 0- 0- 0 14.00. 31- 0, 0 .00 1 12-13 25520 .32..:13 .4.1 4Ela 1•Cfk3: CSI im tu=. csr . .1692.53 1••11 1361. .55 - - 2-3.101 .0f.. 4-1L -616 .11 240. 906 .40 4-32 624. 123 -. Im99 uci f ( T(LIVE) - 7 -lid) 7•$ (,_ 1 1 2l ,i 1 31.-0 G61_ 1 3 10 6G.. .59 5-12 403 OS . .: oIa io•u is•6•o zt-o•u 24•6•0 31 -n -u -o iw .IN M 1' T+ :25'- 15.6.0 .. 1 15.6.11 i 1 2' 3 a: 4 1 6 Ixntitiz<t u•� � i 0- D4 d 8 6.p p 2 7.10- 0 9 7 3- 8 , 461[ 3 15 Gr 11 0 10 12- 9. 0 5-6 .. 4 21- 6- 4 19- . 0 '. 5 ?4- 64 0 12 23,5- 5- D ' 6 31- U-. .O 13 31. 0- 0. , 7 tl- pd a -a 11.1.3 t.a 9 U 15 gtaOFE^�Ip�� M�S'�° �.�' K a i r ,....,, =Il•a-a 1,$• 5 EA � 10'2 9r , +,,.� ..3.00 - 3,00. Oil, i3lr..iLl d t•N•N f).. �tfi�.�� : u4�Y• � �:; �. ,_� . sl•u. � _ mow: •- {t 5 +� ll Il iz t3 7 (1.1.12 . y . 1 6.3.0 _ 4.5.11 7 7-11 -t}d2 t .y.o ty.o-u z3 -s -u OVER 3(!'9�Ippoxti 12/2;1,�2A01 Trudwal tlyntiiino 01ates are 20 g -A. tllliol•n odtown by "16" (is, avr_, 1eik 5/321' b it A tilt(, tia.)j b attdXif(TWNX 20 e1a,), tibb totted pmz doinL 9eporcirE 1 :. h u n falne f1 pifl tilnEa N is »ooitioned 11 i 1r. - ggps 75.3 WTf 107 R WOR O1L41 �. it (16 . a) , Kir tl WARNING Rvod 11th f)oles oil thin s eel aw giPl! n e 8' Ott 1d theJ.lcctuft .<ujltrrtclr�r. 400 11111 dalgn 6 hif nmhfdli,bbill building eumpunih hilt Ini: 916111. It Iw bet" lint wfxpte(Ocnllau phwfdid by the tulr imlent nhnnituehfier ghd done 4t:hkt 111stomoY 1100 e t ' ` --- Ifimo"nlarict ililh ilid culiciit Venlfnli nfTl'I hnil;AllhA Uto to iLtdc No telpmulhlhp• U nonmed tdrdlmeubliinl utcG.+r• Dllpeht wt6 aro In ba . - .:-`T7 ! t YLC : 12 or gxL1A'.- Br t A `' �•el{8edby the f;fhnpnutm rumhfudurar addldrhglldmg deRlgneY 111101 In fubtlentlmb 311a bf111Uing UextghtY Inmt datitfslit Thal Iha fltdn uUlwtJ un ihU >7°�1-- LU SA�1M 4OL p 10'.41 lir exeeed lha hrtding )mpdreJ by tfia)o'nl 61111,1101 codetool the IiatttuWr npphatlnt. nit dellgn eWgt U i A the l'oii chid 11 Web Ify l ? Live MOO OO pelf, DkirFanu Li 1, 25 P-1.25 Sit b�rtJbYlht hnifi7P0Uuriiavhhig hlWihLkn6umthuN6hrietclll•bntced Ill nlfigiJxhanthbii}IhnIt14�IJirectlynitachch 1016+tnlhefulsemaau. 1 1�.. 'LLC b pp t P Y , y g ¢ { S Rer Mbr Dnd 1.d0 • 1:, 1!1111 lfuian ti I,ip 1011111 sfY hill thm uhehli lne 01111 unl In tcduec bueklbl fen Ih, '11da enlhpnnenlllu i nal bt' 11i:tU hS mt • nnl•InlUmegl tlbit h wlil4�ned 14 r hlnbliita'emlleht ofntayNdiJ In tweed lost nnil/pr e+nlse ttnineclur pbne eurtiklnlb Nnbileile- lumdbi, ]lfrli11l nndbnitt,ihftf IneY In 130 �{yre ' Ab 13,1 It d.C,9pdcilig 2 0, 0 AL;t'sh tlA11 : cedh4'trt 4hh the fut)d0.6tg tit+;U:iufif'Jo1N I' DWr 1140, by `I'lo A-41,'AWithfl l','S1"1'CA i' • %V,kW Ttuai Cn gfellbf AYnnflM IN AdArd bra yb p:: - +aStlnnhiwl�Db.LtleSpdafu,YplgS�7 plheblr.ti a, 'DANE)I.iNI7IN4TA1.(INtlANDIIILIpiNpDIGTAI.I!I;ATGCONDIIlCIGD WppU`TIIUtiSt35' _ (11111.41) mid 40".41 BC Dench 7100 pnE bebign F,peo UBC»�7 Q w 1 1UMh , v Jr,11by 7,111. I lie'1'iius l'W1e lhsAluk 1'1'14) 4 lowled ut,S93 D'tlnufriil Nile, Ntaillnnl, ftionxfn 51710. 914Ahretimn NMi Rod �' (]•fl ltvt:joi W-1,10 W1 W.140 1 Tp5 Q Verd ilii;, T8.21i0 I'.tper fu o iliitit hA) k ld0ln it hl i 111 1111 Millet, N1y. 11611110, ftlttugiwl, UL'11)OA TOTAL 30, 00 ps E ��rrw4 ob N ms,,,1'ARTI''�id Truss 1D: 66C Qty: 8 Drw- CO 4355071-00S RP:3. X -i r3-'" I�TI;I• Sim, RW -D TC �eA DbL s platin AI&I/ vl - 1995 [IPLTFT 111'1 -. 1 0. 1-12 307 3 50' 1:50" PC. -2x4 UL 91 & Mr, 'AHTS 1 . IIN IS TIE CIDnCSrIE i7�1C OF 9*pmt 1 -•127 lb r 2 7- 1-1J 3858 2.5011 1.911" ld3'1 2:M LTL `„1171`URD hTIDCZH. - ILi+D am. ,Xypa't 2 -638 llb b 3 30-10-4 02913.50-' 1.5U" PLtr'B x 2w3 I M : SDI= )IFTMM Rizina4im19 sinal are lensed MY :I<gpoit 3 20S d l'3JYIG VfSI.I`l MR I137J f2�"E7tStQi laii"ICA4 II1GU7., al Us: t11M anterial at eadi bead 7hia Gnaw is clsnirp>sl iisilrJ t1Y `iC: TWX, AM JAD CSI L cnticn of iri'ericir imr4w Gluad 1- lav fett.10 PS[' rest- pa= -y 41 6'XiDML� [x uJacoed p yea 2 3 I:iB7 41 SB 7� cle<I 1yy itrs19Vc1 a1Mai tri10..4. amt 7,q 4,C. , • sinrlta3 rasu3r: B]aij ^87 .00 .S8 .58 L�Yitasncitt Ia'anG ars (}�' xititett-0) tei It ha 1 jam lb±£me�rs sly this tnleo. '11v.�a IaaL•icrt = N:t T]rl :".ate F o 1 ,IRB -91 -old PiATII'i; YlSED of am -A ITh VN m- 11wri � c/Onaxii Lim As lb L�s mit • C is77 Pe 42 4z nr traaa/t a� t''� Bla3 In a - 80.00 Et, avy Yjlctla P.00 it s:s - s01 t rmrt =l sigit - 24.05 1..% PrI: _ 80 3 Ftrsr AM -'IIJJ 1r as >t I33 wt,a>3�,d DsrJ Tim = 14.0 pnf h _ am -A 7-G -7]93 ,03...39 ,37. 7Jdr' L.Plf L.Leci It P1f R = II B-19 -951 .0 .24 .24 Tc Veit 69.00 36- 0- 0 " 19.00 27- 0} 0 { 9-10 402 .03 .24 ,27 - 7 Ir.'V IJ -11 1677 .21 .SC .37 M Vent. 96.00. 20- 0- 0 1.6.00 31- 0- 0 .70 h� 'a-12 2331 .29 .73 .42 - BC Vert 14.OQ 0- 0- 0 14.00 31; 0- 0 .00 { 1+411 MIKE CBt VES I=. GSI 2-8. --IS56 .43 4-10 624 .Il _ 2-9 1088 .44 4-11 638. .26. 3-.9 -808 .69 'S-11 -400 ,0S 3 10 1264 .157 Ip TM.L a'IaJ ) 7-R.115.t'.lbP__t �.__i t-fi•11 i 994 Ta I-E4.1�31_I2 1[,1 7•'111.0 S 6 15.6.p 21.0 11 21-G•11 31-11.0 -121-1 - e t.e.,rte,ve =tea t C- = 2 3 4 5 G 1 0. 0- 0 7 .0- 0. 0 2 7.10- 0 $. 7- 3- 5 �0. 3 35 6- 0 9 12- 9- 0 4 21 0- 0 10 19- 0- 0 4-6 7 5 24- 6. 0 U 23- $- n 6. 31,0- 0- 12 31-. 0....0 3.; S -C 9.045 puROFES&Cly • r � 'fill' ,�Q. � �,• �s h`�, C S C �4 14 11-- z- TiI i ? 3 G 4.3X5902 7,1-12J 3.00-3:00 #_ H 11 -g -x -' � CALIF ' T 7.a. �,# 5-5-s _�9 r, I -n. 10 O s o li 7-7 .0 iz -3-S i2 -9a1) 19•#•# z3.5,o Pve1i '�sifPPnRTa 12/2'i /2001 0 L,.(' 'Trilawal:.5ystemo .Plates are 20 ga. urtleao shown by 018"(18 ga.),. t� "H" (16 ga.) , or "blXi' (TWh1X 20 ga.) r positioned per acillh Repoet cirdled hlatea anm d ralne franks plates are positioned ash s own above. 'a" - -glt WARNING ¢ a cl`�if to - TAP, '72,9 WTr179 # W01 OR51400 /lead trli notes nn this Sheet salt p/itIIC hrectifts'Gonlrne►nr. 1718 duiZo iC furan btdivldwlbti114ing campoaieid and lnlus)'stem. It has been based lin specitlralbms plai4de8 by lite component imuntfaclurer and done dhk C'ustaner Noakes ^. fnau:nnlmce wiih Ila enittti: venimas ntTl'Land AFI'A U<atgn sl uidanfs.. No raptatil by is assumed turdhnaaslminl:accurac¢• ,Dlmendons are to Me Dagnri IF #LC . 12. ORS1120 . a Vilified by lite component mannfocpucr; ndluf bulldh g dniencr prior to faptlemlmt. The building designer must ulmmia 11W me limits auliud aul dal B_LU SA[t ''FFG ' dulgn mcel or exudd the IuidlngImposed by the li-I buiWhigcode and aid pnOcoLir npplicali"n, 'file: design assurpes That lite pryp cburd b Literally TC Give 16.00 Val! DurPaoa L.1.25. P=1.25. ` -?i biastid by d; r rawt pr Otnir sitt•7niuig :md Ibe britnnn chmdlr Lvzmhy braced. by a rigid ilieothing inuierbidlreniy altaeGed, unlessntttutWisc nolul; LLC Rraeing shoWti is fur laterad tnppon of eompnneltjs members mly it) mduta 0o"miug lengat. 'Phis colr4,ciieul slrall1101 ba placed hinny opvinmment 101 r Bad 1.00 Will cause Ilan inoispara content of i as Woad to eacetd 1lj% aadl0r cause cuamccolr pt carrWjnp. rabdr+ale. Iemndic;;Uutall:md bmcethli Inas in p p p rltU v,\t81'arl'8A1.' 1"Sr p liC Live 7.00 sE OeO.S acing 2-;0- Q a , . ti a s (O Ba' l ac-p-doiee With tilt, following stan�irdsr'JOIN C DIPrAl1S',by'I'mn+sl,'ANSIr `I't', °1Vf0,i l' - Wad Tnas Council of Amedca SbavoLird Design Dead 7.00 sf' Des! Spec UBC -97 dd. sL.enbtnn. Pn. r�a+,pibg, 07 Rup,ursibii0ies, "IIANULINO.INSTALU..'40 AND 11RACINO N10'Al.l'I,ATH CONNIiCTL'D WOOD TRUSSIIS',- 0 1111•91) and 111111-91 EL".. p. Design � l and ' °W'� uea Ratio- IV2 zc: 1/240 T1i5.0 Version T6.2:10 I1ydi�lsshiclliuiNll'YS MIT, A)lfslbxnledai111iLIJhSIi c, NW,Std'lM ltatltingldn,nDC^oOJbe hfadisui5tvi5consbtSJ119. Y'hcAmerftu lnrcsii TOTAL' 30.00 90f X40' nne•rrn>we Te•tess IDs Ri' Qtlt 6 Drw :33414n= mm 74 tY3C fd7�Ci' 5I2E 187: b 7C; 25a1 rrL.. J�L & 13txc. - Truss ti>e • 1`3t fer lit Q"I = v fig: y ` Mme. PARTIAN ' R7 era! lsaa(rrf vlLtrr lzF7,crIQJ(s) GV 1V 1 0 1-12 349 3,50" 1.50" lam, 2m ITL $1 & Dx. �. at east laaitao��elnra ib -VA ka�g7. skits 1 -156 Al 2 7. 1-12 991 3,50" 1,50" W -M 2trl , trL: S]IIUM syuture Wlidi incllach diad• ail cr X-braEing :ti;}'>�b 2 301 1b 3 30-11- 2 702 1,75" 1,50° Plabitg spec :t 71cirt I4:- 1995 are t110 ib].LiLy aE ill_ bAldit2J ,��yt 3 2.50 lb Tips rfslaq is ME Cluairm Ld•`.;Ufle cr 1}-e YtlarXil Lrem 13+A� 1T may kx: '!1110 Esuse itl c%iisrie uailg the • .. - � 11 cc.1�lllten 3 1 Ti1C-97 Os?e. 7C raxF" Am EnD C31 b 1nRc]I]d3mu tD_'- 7 Ztar. Yea 1-2 ]91 .02.. .92 A4 ik7d2.]N' 1d7Tl[t&ALTIIB ekxx n ata }sC.,r tSIIY ttitat+cs 24 n Alkentltwrl , !tie 2-3 -017 ,00. ,42 .42 till t.ixa tam m nratca'Ja]. at exit lrar9lr� sccilat ett• luars'tr as nitcuat at'] TeuaO Lasttiai = 19i: Drl 7rn: 3-1 -636 , 00 39 .40. 1llill: V uxs Ii]t IC13J mmml 1&SUII' 111607:. sAteno ehatt tcl Fluxi®it-Ar n Line = th b. Cbta�cuy = C 4-5 -1197 .Ol .39 .90 10;0 tlrn of irtiwicw kti�ttinp el'z' U14 be raided fbe 10 p.A' =m-axo Ter1l; 13211+• D143 >':trgUt . 80.00 Lair D�clY 1= SO.bo ft rlc 3' i rked at rsrdt 1�r196 Iti;exlca: a{;+x.'t aK tntrxnaty s11xJ1r� ltttot that Yirit ]eicid;, :. 24.05 .Et:, nplt r 80 1>4 I•IIs>:' n70: £iU �I FL7i1W1 119 C1itaJ i[I•�]t Vlri),IJ, W lit place be%uv rsrxtiia� tltie txtrs0,.. :.l:rat:iitd Wctl�ucyr Dcnd Lrsd -w14.6 Poe, 4.7 -129:. -, 00 .24 ,29: 7.0 146 ,00 .33 :33 8-9 985 .09' ,3.s -rig 9-10 1012 All .21 .31 V03 ! 83 r, 62 ars 4-8ILIS'i 2-8 486 ,20 4.9 235 29 4 .10 . 34 ', :273'. .11 MAX 131'1.1 '11cif (tvral) I U999 IN 1•94 8-9 (=) r,x -W11 111. _.o1.1 IN -45" 7-U, -0 ,.... alairlC Laati.arn .><...,. 7-110.01 .. 15.6.0 .23.2.0 31-0.0 1 0. 0- b 6 0- 0-,0 I5 -64)t r -f,•0 2 7-10- 0 7 7- 112 l.. �. - 2. -- 3 a --- 5 3 15. 6- 0 8 ]_5. 6- b 4 23- 2- 0 9 23-101 5 31. 0- 0 10 31- 0- 0 Do -5.0 a -a 5-6 4-4 ,r F". 8-1.3 s-1. y.(p.�5 r,�Ij •iu �: ° =�, � h� SSS �'�� 34 .53 ... . -`-V•1 r.l ..ter Yl, tYv4 :is r ��(: 1 r1 5.7 � 1 2.tl d is xp.12/31/0� '1.1.12 sir ClVI� Pa�P (s� eZ�a FOFCALIFn r -.>Z I x7 s a 4 ,9 5.1.tz11► z�:1p1-a 7 t iz 110110 o 3t -4-o ' 1 1 ia0/2 09 w Jr„ htUVEB 3 styproks ... '(,^'!�i nitawAl. CyaLomu abas tarp 20 Da, unleiru 0hawn by id., A(18 ga 1 8dalot 5j3.1" ?i it "tpI' (16' ejA.) , eY "Ml(" (TWMx 20 an.), goal kinried tier braint: iteptsrt, s VO (115 nlatert atld faltin i"rame "latex ire x06:1 lohed ao tillbW4 4hove" ...�..s� - o s , TDpt 7.1.0 'WTil80 It .- W01 OP -91400 .,) ALNING hent! all )totes ort this Sheel nrldgrl�e n ct�r}! ufit to ►/7e lsJectjrtg Cvrtlrncjnr, dcalgh D furter inJIvIJICiIhrillJing emnlrwldrlriot INst lyytttern. It lav Veen bait mlipccillmOmu prp4lded by 1116 toloptment limuradnrer and done lltkt C11at5n»r iNart t i conbnci /title the torpent Yetiltxu at Till ARTA design gWtJatdt. No taputulbllity It omothed tar dhne hmnl dteatt ty, Difimmilmu ate ly be _ , .. olrsxfYo B,y //�� ' yetili'dbytheeilmpaat"111tufpfacthr6r0001.briodlub�deitotepriortofabrtavlon, The Tla�t al' LO - LU SAR j�� e" 1}��lgrr Intel at &"'it the bading Imputed by the jora bulldidg code Wtd Ote,pallnfLrgpQllwllan. fit€ design attutnm Lul rite leis chard It ialen lly TC Uiye 16,00 VAC- DurrAoo L-1.25' P.1+25 F li�l?.�ccd ha the n6of or floattheiWbig rind tilebottutn thord It laterally btuted by a ligbl thralhing huletlil dheeily rowelled, tmleat oihcitrka ruled, ,rC peed 7, 00 r E tte iih bnd -1,15 LLC ky oY Lttetul ihpp6h ornrmpoitel `e Ioctnberi only In teJucebuelJing length, lltlt Ctiopohent illall not be pia d bt miy errdronmetll flwt P p 1 ebt ihOchl Sq i Ft will ue lot thulnblr6 aonterCottha .vaA to eaeteY l9fir no ereauta e,Ntlttclut PNlq:zUnvuur. Irabvod i'"m Connell61f Adalcafl lld,ir+t In Ibc Ulvo Ari poi O, C. 6pabiug 2- 0. 0 ll. l'AI St'..70h18 . , i, lairdt,LJice Uit1f. the 1nllagiBg �iaudtnirt'1tlIN'I' I:IffAl1 4'.,.�y T1WN'nl, AN,i111'1 t 1,i, • Waad_I nhe CaJitell of AVhctld 3Llhdatd beetg0 b - y �oshanol*IMt3t,4t.lasprinhn/lSNtl7dY lFeipaltsibOBi+t,,'ICANbI.INt1;1N31ALItN(fi1Nl)hftAGlNr9hilll'AI:1'1 9'RC6NNilcruD WooDtkt155R3',> (iIIU•dlj mid 111A:61 AC Dead 7.bb pUE Dntl3gn 5petl 'ff.5..0 VeY41nH '16.2.10 I pir AsetkL liro8tir by i C I'hAl tillliitnbd ht �[I I1 1391hn51reeh NW.3te 0. Vnah DIIDC 20633., M1laJhua, Wptcbtula 51719. 111a Atfiellcxli l`ateai bnd ItTAL 30.00 pe f,r- tooli at 41240 m"`2411 1 1 job Name: PARTIpiN 'Truss IDs C1 Q 2x4 tEL IIi &131 r. ) : T�BI/1PI - 1995 I1H,TET t2F/f [TCNI- ' I },IDC !ucr sI79 EMID 'IC u II`SIZDI'I9iFEQItlL�TIGlel'CP S1�1imt 2 162 ]b 1 0- 1-12 391.3 50" 1,500 DC - 2x4 11T, .Ill & Mr. M]Ur1p1E Tl�'p O:;E.'1. 2 G- l+•12 535: 5b" 1.500 47L•D 2747 II•L slidd]VSo tY4i m =ffmwis sitz n am lanoal aax q� 3 -55 lb .. 3 10. 1-12 716,3.50" 1,50" t31L Lara ..'2:& Cf•L' sIn"= : Thisgtt�,ttsc ib ciraigriod,tuitxJ the IME'vACI.m iut It3o Fik:�YmR ]iE3Yit1' 1)16m � ryt tl� tttnw nnecha-'tl at e'ac3r 1 l � =.yT �,. of irierl�' lisit3rs3s t,inild Did] EFrla•+xl Y '!C FCI3 711CLa CST Trtl:ererr mY;gib ar^ tailxaaCY nI'�1113 Host'tl aaxira) at eadt (zws0. otlriv) to ` 'Itum Iocjlta� '+ ts_-t 1]'ci 7rxn 1.2 308 of .41 .43 t� in okra lr�cne etvct3ty this hii>r0. s m/�Fr (bl 2-r 139 :OU Al .41 li1cr1143 CN cRELP1 VALLW., lit See 4tID-91 wYl. Firniiza'w-[O:e3,a LV10 a kb �. cp�,y C k1rF w tirilo doicy ed fcn md d 3c"b qtly: n Iv t 80.00 £t, ti�di [4idh 50c00 tti M 133J'>: AM EM CSI.- mi .rucwu that me mterk+d abws3 ar 19T/1PI.1-19551 10. 4, atr110.3,4.G. -Mi Ito 1 t n 20,80 ft, null a 80 3.4 -d3 .00 27 ,27 hlW tln LkIM profile (if rry) -�Y socKirc "dC slarrlird ikc y txd rmd 14,0 prof; ;Ahtianl rkai;<i C" ift raum (LN ct7nro) =IL.p f L.Lcc tlCf] L]'>R3 —R,L i,m rag. tst t+Pil rcixt CSI far lk&e farmer die to wind ar oeim= lllr L.Plf L.Im R Plf R,7�d UL IW 2-4 -464 11r jib ell d� �d�, 1C Vext al.uo '0 0- 0 '.al 0o G-� 3 0 ,7A I✓999 - 4C. V¢t 68.00 G 3= 0 68.00 x0- 117 ,59 f.m ra-la r w (aril DC vwtE 14,00 0- 4, 0 14.00 G-: 3- 8 .00 kIEM 314 (LTVP7 L+ �,06'r D• _,041'.: '1'-' �,. Jadrk Lxatittta a� - �pp, _ i 5-3-12 ',.� � 3-g•g ,ra�t'tFE&'S 1.31•,1?, I �Il.'r' t t?' , 34 1,�r3 2, t 6;1'12 �u. )':r 11 T2 �} 3 « C�► W3-8 OVER 3 SUPPORT 11 /3 /2001 IrrudwAl 9yatewis Li1`hteu are:A0 gb, uniaaa dhoWn iiiy 0180Yi6 00.a sublets 3.1/32N .'lr "60 (1G ya ) nc "MXb ('TWMX gat), positioned per Joiut Itepbrt, 'r� : irc'1nii.'hlr.lieu..ditd fa4,ne fY'+i� n'tr?`te�a cne,i.tionecl na...i,hown nbnve. TFl[o! 20,7 W1' 49 if..WOi ORs1A00 N%ATi-r ROM all HOW oil llprSAi'el mol give a copy of it ft) 1114 erectngi106wrocim �pM�tlr Rabid ,,. eelgn G for awliulividual Wil,!'mg enMpulibiJ nal must rysletn. dl lws beeh,baseU imspeod8ealidnt higVWtd by Ihe. component stiatt1*11lrer did tobie t9tk 1 tee with lie w,rr+,it W1161u htTC"nod Al'1'A JaIBn tLtudanls, No Yapansfhilify L lucuine) fgr,hmatuialul nrrtira . Uf1U'etuiotO fire to bA hn ilr t Ifi c . ii , O85XLLC1 s c the eGln tmeol thnhitdcbirct nnd(6`r.6611)(ng deetgilcr ptiar io lebd 5tl xl. ThedullJing dwighe- jbw : ulccti5k111uJ ihela Wl nilited an lhls g 4 i le t cess me (a,Jkf"lin dceJ 6y Iha'IJrnI bulldotg euJe AUJ tit 1i311cuL,tbhpllcadan. 'F1ki:egigu iusuln<e duit the lopThdid lc L,terbllY Te Liv- 20, 00 ling D=Paclj Lb1, 25 Ni,25 BLU��� h"ea3 H �he root i V floor thea hli h nbd the loliatti elwld D blehilly lim0d h n rigid tlimihing ttwteiial dlmd ly mtJtNeJ, Onlest a11i2t1vUe hole 1. q TO bond 7100 pn Rap i4bi Iddd 1.o0 LLC Heil; 'Ig /imtvn li Lir lalelal iblopoii or campmte6t:+ineibbets illy id rcJute bucklhig lengt)t. Thh eompunenl tlwll hui be pbced hr nnj, tnAr<xwieni-1101 00 im f O. C.O ding 2" 0� 0 w11F iva the tholsible eon.n.lnr mn%t vael to weed 10 4 onWor wtua eotipeeior plate cdrrurlotr. I+abileble� IwiJie, Gulall an11611a w Line in �C Live Pa - sl'bki bredehutea:wl'.'i'ih2fa11nN1ngeianJdrdtf 10iNT,hBTAlit'rbpIrmVmi,'ANStnMV,.`%VTCill'-WaiJTUWCoiigilbri�ihBdcnSLvil'Mbcrtgif nd Uead '7-100 ps9 bealgh ilpec and-91 i 45Ncdupat%Ut.,uolo§pthgs,o0whill '''d•sibllltici, '11ANhL1NCfIN:TALIdN hNDnlIACI iy�IBTALJILATHCONNGCTRD titiml_rRUssW , (1n81i�l) blulautp.r,i tuts SS1NiFITvItY51iCi1T`limi.'rlta�hpu+PlAtd�nrl'butlCihliUioraVddutielboiwlduhtiva,Madistio,wireamlitMit. ToTAp �3�'.Odjsf �l��a=1J240 lYtl✓240 has o vernin� u 'T� G,� 2 �.0� i'ipet,Un aiadun'(111+ i L ladi�J nt �i l��i Slmet, N\Vr$ie 8UU.11'ahhlglu t, Ut 2UU�b. �s job Name: PARTIAN Truss ID: BB Qty: 1 Drwg: ((cmc ' PIS1/IPI - 1995 Thia tress is dwig rx, Ulisg t1 - p 2X4 R•, $i & 9-.X: 1:1 - WS lislfiv rS 71E MIMM ISSLim CP ud 9T mile. ou Cm But:SMNMI43 "'el 1FIs DU.TIAE ulw C71W. Bldg Fl oca i tcs = Nz 1 _ Locatdat3 ===r=• I' = VAu7::1 11-R 1= FUMI T "=W $(1E07. Efr7+RR•G F�ID&h1IJ1S ulnar am h3ae1 Qd,Y ]Im�3� ck+sui Lire b��L� CaLa7cay C 1 0. 0� 0 24 4. 9' 0 i rs�d'sl fes' SO Pap' ret....Utivtt 13Q.L. on the tn:aa unt•.irial at .41541 - 00.00 ft, D�c� WLrD1t . fi0a00 ft 2- 8- 0 :ls '" 8` 0 Ii.b!t In P!tS'FI3 CN a;iU! any VATli9. usmt pc�nsalrt CULion of J t CV ux. ) o wan I.= If1,i1DSI; 05 it,�� 2 1480 E$e. 1 4- 0- 0 26 4- 0- 0 ba in 7150. befPt� errct___ ittl t1i1>; Cnv;n --- 4 5- 4. 0 : 27 5- 4-. 0 u.pitfeic ��nrt 7 _. ------ 5 �6- 8- D 38 6- 8- 0 - RN9I�1Y1 1t l 9 1 ,9,5�atti1 10 3.4,0. Air •L.Cif L.L= R,Plf. R LCC l4i 6 8. 0- 0 29 8- 0- 0 <1t in -allured Utah rn: fan. of LliW tYus 7C Vett 69,00 0- 0-.0 69.00 7 0- 0.. .TO 7 9- 4- 0 30 9- 4-:0 < in ehratlnsi udi Y cd CYiB ssxzi )iCtuti 7C `Vett 46100 '1- 0 0 46,00 31- 0- 0 .70 8 l0 e- 0 31 10- 8- 0 < midilsr or! sidinj. Cm, n1, , EC 'Vett 14.00 0- o- 0 i4.00. 31- 0- 0 00 I9 12 0- 0 - 3 12- 0. 0 < cdiil7.,,•al lmcb ratan be acmi.clned as IP 13- t- 0 33 33- 4-:0 < ricn-n,tinixas bearingC��g 11. 14 9. 0 34 14- 9-0 b�y tin^ aci.sate m For-gabl. islodm. 12 15 6- 0 35 1S- 6- 0 - Gdal.e etttia t>fry lateral.. iaaais .. Set' 13 16^ 3- 1 :36 16-3 1 711v1.,ala�a�,7m .able btaCin3 1,i i]. (a). 14:.17- e- 0 37 17-8- 0 1Sk.t-al ierc}3,in aim with the d'im.'cb have 15 19- 0- 0 38 19- 0 0 stat been an01dued t",tledn 1' Xeci ar1)exwbre,, - 16 20- 4• 0 39 20- 4 0 - Mime lmcb and the -Ar -aixrtimn mm Ulm 17 21- 8- 0 40 21- n-.. 0 r-WAility'of 1.113 .AAlCUI1J dssigr-W. 18 . 23- 0- 0 41 23- 0- 0 19. 24- 4- 0 42 24- 4-0. 20 '25. 8- 0 43 745- 8= 0 21 27-0-.0 44 27-0-0 2.8.1) 29.0 1.8.0 1•&0 3.8.0 .I•!1•J ,1•¢tl 2•R•0._ ,3S•tl ',2•e-0- 22 28- 4- 0 45 28- 4- 0 ---ice^( 1---1----"-1. 23" 31- 0- 0 46 31- 01 0 1.80 J -FO 1f0.0 74811 134.0 16.3•1 1940 21.8.0 244.0 27.411 JI.60 15.6.01 5.6.0 1 1 I :i 4 J.. 6 7 9 9 10., 1111313 '':14 JJ 14 17 18 19 20 21 22 2.1 r600 -6. Jr ,1,•d R•1-3 $.10 9.0-15 JdO 'HIP 3f0 34 "��.��..• fvl �Ss v��F.y ,r4 % ./-- =11.4.3,. c rx/ 2� i'. 1,. ;o. 045982 31 7-v-xb ^ N xp, 12/311,02 c .24 I.so 27 29 _ aa.o il•f I.4r TcOFCALIF��� I H 2s � 18 17 ^ • I9 J0 JI 32 33344 -TO 17 $8 J9 40 47 42 dJ 44 dJ 48 ^I $ H_I---) 1 1.8.0 12.8.0 _2.8.0 460 1'1'PICAi, PQM,- .81$-3` t•an rhe �qo taan ).W i�•J•1 19-1}n 21•ao 2dd•n 157.60 6!•415 1110/2001 OVER CONTDif70VS SUPPORT T1.ytne 811owrt by "'18�� (18 ga.) / _ . Scales 5/32" 1) swal Systems Platen are 20 f A, Abilene 'till 16 9a.) /. or "IM -1 (TWNB 20 ga.) , ppsiteiossed per Joint Report. iraled latea and rale. £rams latera are oaiHioneel an shown aheve.:- - INCi Jtemi all notes on this Beet and Opt a Copj' of it to tilt' Erecting Contractor. TM 117.3 WT=287 (( WOr 0:.51400 rs gOn for the current versimidual u of I'M and APPA design stmidardt been No responsibilityt'd an specifications hiauumed for dii eed mtlnnal accuracy D innudotu are to be Did done Chh s r s JF flLC A, . 12 ORSILW Names el rjw lia component tnanufneturer at �yo4te cumponem manafacnsrernitdlarbulldGtg dulgner priorin ilia uilding designer moil arena(o Nat the loods utilized on 11,ls -` BLU SAit �' l Jealg ( r ur ra Iced the loading imp,eed by the local building code and thepmicular application. 'l'he design arsomr: that tis to chord le laterally p S y e rnnF or floucaheathin and the bdnom chord it laterally braced by u rigid =(scathing p,pferLtl dhcdlynlladseJ, unles4 oNendol noted C Dead 17.00 par Re F)gor Dud 4. i SOp =1.2 LLC: lnc�,�ooqq..n Is Far Wend suppun of I:ompanents mcnibens only to r dura bd Whsg length. 'Mit eomponent sludl not be placed In any environment that P will ca"114 )c mollusc content of Nowoad to &%Cecil to% rad/pr cause connector plate eonedao. Macao, Ina,Wle, butall mid brace 1612111154 in BC Live .pall 0.O,:spacting' 2- 0- 0 " • T'rRUti``YAL gVSrft,ly' ecmdailtdivph the folloWb,g stundards!'JOINT DRTAhS', by Tn m.1, 1ANSWIT], Vi 'WrCA 1`- Wood Trus Council of Amerim Standard Duplin .00 A.7a4 Natibp4tk Dr, Coln Spring{,.CO..I Resp�RiSigt(e4, `IIANDGNG INSTALLINQ AND RRACINO MRTAL PLATS CONNRCrRD ftOD TRUSSW - 4110,91) and 1110.•91 BC bead 7.00 pnf Den .gra Spec USC -97 SUMMARY sitRL''r' by Tai. The Taw Plato [nsdlute:(rpt) Is located rat $03 D'Onordil Drive, Madisw, \YIrCOn fin $37191 T ie American Potent and �� 30.00 �_. f l�f];-ILaI'io: 1240 Tv: 111240 Tp5.0version T6.2.10 Paper iticlitimnWINitlacatedatIt111941Smeel,'Nt\,SIe500,\Yashinglon,'nC2(p36._'. .. . � ;,,. _... ::. , ..,^ � , .'. ., ,„... ,�. .4. >. u..•,._.,...�.�w �.,m� . - �.�t._.,--.rte. �-x,-.>•� ...> .�««~�=..� ---r. . --�-. - .. fob Name PARTIAN Truss ID: D i Qwe 1 Dnlvg� ilatStr� r arr3r/iYI 39§5 1leLll i Iff'{Cx'1:Cr►iS : pl-G ?: ff C IETLT SITE i&1zrt1 : ��:l 7C TE7s �il S DS. 1P LL9iCiI IB `If1C ¢Y'oi =' Itk7xIIiC lF 9 q;g 1 828 lb 1 3410 21111 2.57" TIC :rlk yA7" d2 P1L31'i13C IfilD Wr1S. xd 2 1120 ill 2 '12 4 4. 2410 3 -Sol, 2,57" 4A31 27 TiTa 317'Ln`t+D Putt$ VATL1:;3 k#R Id13 T03EWI RFItIII' vamm 115 1llacttitl are lxtx-ci Qd+t" 711ip i'- iq r?�si llofl'S h]� 'IL^ Iii A%31 IIJti CST ItYtii i fhe 10 i9R 1Xri•wl ti11Y t gSL, t�al Ui4h Ltsli�hJ. 1-2 -2•°/52 .16 .30 .45 13Itt'ilb t:Asm C11 tYifi)=ISIimm VALIF..3. 1p tit�ri o 91.►x nim Iix ticut ft nxt zmv 2-3 -2752 :16 .30 .45 + + + i .F + + + { + + + + + + + + + + + + + 1p ,5�ars3 10.3:4.6 r :Hriri�Qas�] JA t = N. ��t,t�• y C Iknitp' d Cw+ 1.0 x 1}xt 10x1 y�{exI I ies • t a HO.UO frr kf�ck ic3h ` 50 00 fl ,IV Ftp: AxL IIID CSI evwlil ' al0el Ulm tq) cl to Un r.1d1 M= > 1 igl'L - 22,54 fit, ti 1 HO .23 .3�' .62 OP ta, 1aAritij (tnilew Mtei) r wads ly un $taxi d 1l ad Laid 14.0 pof 5.6 149$ i6 ,24 .40 wit31 cl--A } 0 V liw ]alai 1),P. = 1.33 - IAY� 1 LYt32Q4 T!)ACB F•7 21:'2 .23 .39 .62 IL•a.-iz, I'thw4 inl a 1,0 K 31aa- ea. Ixzstis - hir 46.00 - 0- 4 0 It, Tac 11f70 tksxtsliicst t�l d3t v) itttai: ttanafer ecplal 7C Ueat 96.00 0-'0- 0 96-.00 12 6, 0 ,70 im EiIdE' !SI hE8 tT=. C5L laid to each gsly ,(tat` 5d:1 -rat) alaul. : DC VarE '339,63. 0-.0- 0 339.63 12- 6 0 ,5L 2.5 1002. �,65 2-G, 1002 .65 + + F t I• + + +• + } + k + +......... t•i4k 9 Tf .D7FL4i If04 5-G 411LE) ::-tea Jo4r�:'krn>rims �� 5 4- 51 2 fi•3 11 G-3- 0 6 a- 0-14 fi-3•li_.�, 1 3 12- 6o 0 7 12-:6- 0(-3.11 12.6 -II t �2, "9 00 y.0o� 5-6 51, 14 5.11 Li SH f ..OQl;k0FESSt0Nq 4 l 4-6 r Ii -1-11t ¢ m .11)•4.11) 5982 n . No. On 3�S 3'8 Exp,' 12/31102 s 2-641 ',� ' � , !--•.- . 1CACIF �.5. ;s t�! 712 !fi Al , 12/26/2001 ^' "Ttilbwal Byprouln pfal;eo Are 204JSL2 utllona ullowil by'n"%�" (la: gar) l' !1-C-(!, Ooalnt 11/33" 1' ?' "Ile (16 ga.), asr dhix" ('TWMX �0 ga,1 r popitiouod par i7oihL )ieporC. . ' Lrc7rr1 Yareti.atkii falnr ft�nine aitito'a.aro atsition-d an nhewIIghrivei, i + t r'tir t t �' r , ei �Y .....'TDP! 30;7 VITt ..91 1i WOt OR91900 RNING KcatPnll't)ot& oil t1li4 sheet dAd ALY.. a CO {L t► It tt) the P dill �'tliitrador. cvntomar Nast ' l 1 i14 - u is furh111ni110jol. building sumP"ncdl nil tlilii 1llrclq`. 11 luu beat hived al spui(itaddld pliwidd, by ttte C.inlponcill hL�hutacnlirol•tulJ JaAq .e}sjc{ _._,. in.c'i a'ub!!I(iteurtdntl'eriiwiNuk'II"I:milafl'Aducfbntl:ruJ.Irds.,Nuhapo•'MIbIIity.k.nsiuliicdtaNdlmensioMldccuntcy.11lmdgtiariunfi;tie Dagnr.t.:40 NLC 14 _ ,bMILLO --' -`-� ee 6 the cxni taienr rniiwClctarerandfdt ba(liliug UealdneY ritor In tnbtjeaitiAt, 'Irid buildbl6 dcklgner 1111M 0iidli it it lilt 4ids IIIIII td til t o 2s - elnrexceedthellstdidjilnpdatdbythetsktdbulldhig:coddandiliapaileki'dplilltiibmi. 911aJer,nssdideiluLuithehrpehdt.11sLdetnlly TC Live 16v00 pae. WrPaOp Lr.lr25 P 1x25 . ��� It the Id Cliff lhxlt Fhcil�hliia ohJ Ilia bieli}iii rluuJ 1s Lsithilly I nINaJ by n 11g1J kheallil ig he itlL�l Jirzedy rteuheJ nnld+s aihtrllsd inrltJ. I.LC. Ui e n un is Cnl•'Wttln! it t t wli lit edmpdiieiiia mollbelt Italy I,) Iddlia bucking iellgih,.'1116 pnmphneni'Ylitll hal bapLietJ ht tiny hnbiNnmew 161 TO bend 7 i 00 pdf Rep t9ar bnci 1.00 110toinusa IhdUlula,tatkifiof.illuprxiJlueaaeeillil4Fnndlarrausec"aietidtpLneturr�hal, IrahritAbi Inllid4101WIandbracelilk111Mlit Dd Livik 100 pat 6.6.6vaciilg 2- 0 o tu, lrAt iit'1 rh615 need` li e� te(I ilia fc;,`Mt1d si aiwilst'JOIN1° DHT IIS', liy' I`rtawil 'AN-sIn, I I VT 'A V , Wil kir Nis lnilnelliit Abittici *an-Wa DdIgn C bead o CS1 d� Aeu�gn Spod UBC -97 ��IS nnh}snkllI.,Co4lXpifnks,VU410A'A i"i0`sibliiitk:'1Lti1)I.IgNn.IN:i'I(.INUr11Yl1lfRAC:INfit.1111'r1�.1UI'li0'041161-RA\V4UD`fkummw_•.(11119�41)orid'1IIIU•41 D h p ! esp hl I KUhIAiAl Y titl(JL1' by'1'l'I, 7lie 1 nus hLde lnsilUla tTl'tl is It stied ni SKl ti'Onu(rld bdvt, hladltarr \Vstalshi 07 10t 71ter4ldttitun pn�st nail LL"67 l�tkiot T�290 !1Ct, T�2•li) p t g ia,i)C111i13t1, TOTAL 3tlrdb poE 5ifi Vaidion '1'tl.2.ltl laerAp!rN:hliai11111'A1Ltlskateiinl1111 (hb3lrt"cl, Nit,Sla:lnl0,\\nsh(d I job Name: �AItTIAiiJ Truss ID: C2 QTY: 14 Drw� p]aritrl qzc . IbSI/IPI 1995 UP 1Fp MCPIIN(S) - itmX-I4 RCK7i' SIS REIZ'p' RG 2x9 IkI 1!1 &:FAx '1HI9 IL�31(O TS 712 ®=171E IEW2 Ce &F b 2 37 ]�)a 1. 0-'1_12 3163 50^ 1.50' 13C 2x4 Dl7a 1 h litr. : )4d11T1'LI•:,1nV QeSE' 2 B- 1-]2 4 6 3 50" 1.50": 1aEH 1'FL Sf744]'dg] 14.3d21N3 RITUIRQ•1=fiI9 elms\ ate iNcaci XP1GY 7)iin� io d:aic,Y'rrluoitz7 th. ,i 3 10- 1-12 22Q 3 50" 1,5011 PTT±�E,VAt1.15 PER TCDD 12aAIm113AISt1 #1L07. m tlu Citron itnFecdaI at earn hm1lrFla tT� 97 tlx�., Itxsd:.im.ef uterl� be riri3n rJnz7d >:e �. or tarp Y etrsvr3..In 131c13 n=lcood.- sten 7C i1YS'E ,.A.au. 13Q3' 6I clearlyy lnac'1;a3 qil each tines, u he jet l lTVcK0efmV etTXtil-4 thin L•1vcS. p i\n Liter 13� cut ;,' • C 1-2' -96 Ol ,27 ,2g I?LATIt� EY'k^FD IN 6I7EH14 Iir6.'ITiiU/S1L`3, Ed ei m1n c'He >si for ardnl lick] rnl CLtict19 Clt7tate S:ttixl3d itIXNE:..oc y r''',3T 1.C1 80<00 fir�3 0 00 Lt «-0 ]38 00 .27 +27 -rvxin hru3ht = 20.80 ft, l� >3= 1II�E T.V. mat CSI is kii 1md Q 1980 �t3-4 -34 ,00 ,16.16 - ICRD #Is , read 1.� __to Aarzi ce noicinic - --- Dir L.plf L.IcaR.P1f R.Iocs ?3,1`1L vm ra*. CSI 1i: I.=. CSY 7C Vett 54 00 L- 0- 0 59.00 6 3- 0 .79 st[•1'ai fie ate 2-4 -370 .M Ir Viet 68,00 6- 3- 0 68,00 10- 1-�2 .59 DU VMt '142 0_ G- 0 19.00 6- 3-4 .00W M1=14 : 1y999 ]N 6¢4 3-4 (LIVE) .� .7oittt lxemtinse : 1 2 6- 3- s n 6-3-8 f _ ln•�•s I 10.3•S 2 I—a,uo { -3_hZ 4-4 3-9-8 1_' L 2 Slitp 3-4 - �gOFESSZ 10-3.14 2, �. fid , /U` q . M >; , tic r 4 -o -o r" 1�.. I : Cxp, 12/3ii 11--U.9—' �4—I .111.3.5 _ t o-�•s '00 OVER 3 SUPPORTS t ,•' ' DI BW Systema i'latea are 2O ga.. unlece,slloWn by ii] y" i1B ga ) r - Scaler .11 32^ Tru �. ar 1'14X1' (TWi•IX 20 ga.) ,. poeitioried per 0o nt ReporL •. .a i.rcleacl Iatea and felee fraole horse are oeitiened a8 911 of '— - (16 ga. TBF' 17.3. WTI 4b i) WOE ORS1400 tNIN�i Rend niCitates eft this sheet nrtd gine a copy n}'tr to Sile r1rectllfg� Contractor. �ltatsxner, Homes, [�. d si 1s, WLiyidtwl builrl'mg:aumponuU pot truss s)ddm. It Iw been based on spellimiiom provided by Ola aompmunl main faclurer and done Mis; ",cer •'fl* ta, etlreed versions'or TPlmW APPA desrpn standards. No sesponsibilUy la atuumed for diinenslollal ackurtcy, Dimensloiisarotobe 1)egnrl .7F`. #GC a 11 ORSILLO r�AF e(if�1yb sroleoufaeturei:andlorbuildingdas:guerprioHatnbtication,'(7tobuildin desi•,ermostascertainthat:dieloidsWillzed^nWir-6�, A .°MF' f`.. - Y • Bpapp a dsAigna umes ed the too dtord is Ialcmlly TC Liver 20.00 pof DL=FnessL.1.25 P.x1,25 BLesi� c 'rrawter fioorsLt,hill, and ha bottom emd is tsiemlly braced by a rigid sUealisb g trollti daigP a�sumes OilW Less Wild vlaa noted.aA TC Dond 7.00 not Rep tibr Hnd 1.15 ,LC mclh gwt1 Is for Lateral support of components Inembara only IP teddce becklbtg Iedglh..11tlscotnpu0ent slt�li nut bepGced Tn any enYlranil IltatDC Live4 . U0 pof O:C,Opncing 2- O 0 ll(,sqns6rti'nuhmrg content of Ibe wool Io exceed 1716 nstdlur ©use eameetuiptne con�lny. Faodtsite, i�tndle, blstili>md brace Bit! trallc iuTOU.C\ IAL:S�'SI'Sl.iS,..'n g + y Y. r e11ufAmericaSmil-btdDesign HC Deng7,00 pPE Lepiga Spec:UHC-973�l}gvnb,Lro gd�)7e de c w`u� IlUe fu11nwU1 slandird<i'JOINI'DCTA16,4' b Tnlsa�I,'AN5111'ri r,'\vTen P.Wnal Tills; CmtuesptmsiUilldfS,'TIANDLINOINSTALLINGANDSRAC'INaMRTALPLATRCONNRCi'LD WOOD • (1116.91)) and ')118.91 --- SUMRiAk1'SI108T'byTPI. 7114 Taus PlateInsiitutd Crl'1) is located a1383 D'6aofdo Brivn,'Ivladtsunl vVi(emuin$3119, TMAL Thn Amedcan;rureat mrd 34.00: pof 'P`'ti'o' Lt/24Q RC: W2407p5.0 'Yeraion T6-.2.10 Paper A"aueiaO,m (AVPA) (s lamed at 1111 19111 t. NW, Sles IXs, WmhWgidp; DC 2IN1]6, i r,��'wil- .... RAD-FM5 Truss IDs Di Qw' 1 Drwg� oar Mame: pARTIAN zc Truss ID.' D2 Qty• 1• -328 2 Drwg. ( liL �ti &ear. matan7 »I/'lYI -19.5 nfiIFP p8::AMCK(S) t 7h 9i HfT; X-I17C Ih 'I' SIS Ita2' (f RiII9 MBI Is ME QSIIi]Ol'!1; I�1L,d' '1 2 198 -lb . 1 0- 1-12 375 1,50n 1.50" L'r T.wl DI•L 1 tc Bar: 't 12- 4- 4 495 35$0" L.SO" iSH �Ol ITT., 01ydd]rdm hXERTI3£ I01D CJLM ' p1X� VTLLJ H It ICLq I `lE TJ1tTif RF1iFtp 616 7i, fFt [tiC> 3 FdT;1Dffiic1TIB shoat aro has«i SIIY his 3sig Yid uaitY3 Ole ' .30 30 acrd for SO [SF t-aznntrst 1X1L.:. art the L,ttas arT clo l at M AUM,I-ijlag. DLri3 nwicudd; o Yes BASFI.1 tIQ a'mSr IIN1?F1t VAITJ:'S. Tam Tomaim a Vint Fra 7a'ta 2 FC -42 AXL S' 0 cSI 111rY'i— Oman Li— It C ,00 2-3 426' ,00 .30 30 _ : B1:d� Is3 s = 80.00 ft, DSd3 lii 0.00 EL- F3C 'FiI3(E NCL Ha) 4yI tF�an z rAcjt R 22.51 &t r l�h a 80 -5 30u .03 .23 ,26 . urn S;m%1;;trd Ccagxa r -Y, D''''ad in . 14,0 pof 5.6 306 .03 123 .261 1 %Im FUSE ®I SSB ratm C11 2-5 191 .08 999M14)C GF.F T MS (span) » Souk tm:atims — f 3 12. 6- 0 6 12-,, G- 'p 6.1-11 6.3.0�i � 6.3.0 12 -6 -II 1 6.3.11 l 6-31.0 1 1 Z 3 F— --) 0. as i s•(raa ' 6.6.10 r^1`y�a4 31 IP %�Q4•, FiiS,t 34 pl=0441)10-440 ak xp, 0,W1021 sr' CNl1- �9 aT cP OFC 6.3-0 5 ¢ 3 0 fA t /30/2001 / 6-3 rH(L61 a,ate r u,iatee are 20 ga, unless shown L; "18t'(10' ga6)fi Scales 1/4" it s. n g 0 , MXo (TWMX 20 ga.) , pr sitioned •per Jaint Report' Ft 27 ircled latae and falne fratno nlrttes are. osi.tian d an shown a6ov'e. - ' _. TB .3 S'1Ti' 64 # WO, ORO1400 ING Rend all notes on7his.lrect and give a Gop,, of it to tl�e Lrcctnfg Contractor. L•,ntmor 2Jatne: �1 r . „n b ratan individual bnihJing annpnncni nut antes tyatcul. It I:v been hasad aU; td8tatimu pmvjded by the compinunt manufacturer brtJ Jona Ctict �; h4 4-e, with lh¢.cdrrth[ iertloat of TPI nod AFPA dalgn ilandards. No te:Nmsib)lhj'ae aunitmd for Jlmetulmctl actumcy, Dhnensjow ate to be10 Y{Ji d: eampunenl in andlor liuildbtg dalgeerpnovto f J;tnalnn Tbetiutidingdetigncrtnutt oscermin that rhe fads util'¢ed un ll�t. Doc• lfi 00 1E' DUKPausA 'L.1.25,PA1,25 BLUSAR MFOle p p deij.(�1' e��yr exceed Om tuiding impend !by 6u tnN lord& LM IlyUmceda6y b t it•1 hmildeg tttaunal dircrtty atuieheu;� tmlas�w e� 9se noted. TC Dead 7.P0. pof. Rep Mbr 13ud 1.15. . �+ noted - It tlta�rrofnriloorhealhub to . LLC . @ (ill% Is fue bleral mppdtt,of eumpane°ts membgrs only l° PAM hthet9ing ldtglh. This eomponent.gtullbot be pLicet m bray envts tnut,1 tical. BO Live 00 psE o. c..^.paai'iig 2- 0. 0 will uti mplvmt's caned of 11id wayd ao exttad IAtro miller cause connector plate torredoo, Fabricate, Icutdle, LaL.A and brace 1hG toast In Titp.�1'ALh1 Sl Gtts 101,21 , Oa the rollmvtog stapdirds. JOINT DETAILS',dyi Tnuual,'ANShh'PIP,'WI'CA1'•WoudT nut Cotmeil,n tb'n `ri��1111141 dard �rgn BC Dead? 7..00 ps1 Design Spee UBC -97 sada Nonbto:i: Dr., Cal, Springs, 00 g ixt7 RGiptdsib iidds, 'I 'IIA 11JSTALLINO AND BRACING MfiTAL PLA I Is CONNtiG1 BD 1Y000. - i, �5(3S (I 9 ) SUNhIARNiNB'II by'FI'L Tltd.Tntss PLmt haal)tule ('fpl) (s "located at S81D'Onorrlo Drive, hladlsolf, usln 53719, The Amer1=1 Forest and ��� D�t7. Ratio::;i✓240 7L :, tit240 Tp5.i1'YersionT6.2.10 PapetAdsocLuimt(bfPA)Isl°Batedottll119h5f[ser,M4,StepYl,l4asltbtglon,DC2XDb, y 1VTN+ 30.00 sC t Trus 1 Drwg: 00 Name: PRRTMAN s ID: 1�3 --�" Ii6.6"T i�a�itsr g cmc 1 -190 Ib BFS,, X,-Lw s ibTr:•t' SITE 8612+b TZ 2yA TFL !IL r. Btr 'g 1�9ILtJ TB 'tliC ipmirm mur CL' `'�'i;� ' C 2, 198 lb 1 0- -12 49S 3.50" 1.50" DC 2A 1:1 4 1 & Iltr. lItU IIE II117 MSE4. h,1t{a� tx n id d1ilgDeA -iM 0 g.. 12- d- 24 995 3.50"' 1.50"" Na'II 23M TIL S]TN31[4J 1607. i?F7+li]If; I MY S11C-97 Mao. PIA1£ VATtX:3 FM. 1c m 1�57dS31 ItGlildp fr m Che trues tmterial at wdi LmritV. '1C FC1xE ,i1XL. F313 C3T Tailml Ecr 10 L'8F 1=.ca .Ucmtt Ba L; Bid., mw,t4ce'.i - ysx 2-3 ,00 30 ,30 1i1tI7 is�qi}� iC' Bn oo2z 7cln 1.2 -426 +00 `30 .30 PI:JI m w= aT amN ullux VAUJMS FihlscLa t'baut Int: _. 1Iot;ey = C fad MrE ..11X1., Ho. GSI U3C Yto C 5 1 i 590.00 ih 4.5 30G .03 .23 .26 IIIC Stern i�id, 0azgxx y, I1'rl Lax1 ' 14.0 TxtE 5»6 306 03 :23 .26 VO FCRX C31 I'M Iti=- C31 2-5 191.00 t•WC LIIZC•7✓PIQIN i. Jo". fewt-icTO 0. 0- 0 4 0- 0- d 6- 3- 0 5 G- 30 �•� 6.3.11 3 12-6- 0 6 12- G- 0 6.30 12.6.0 t 6•'1:11 3 • 1 4.4 S-ll-14 f C LU � `� �1�orE55l�,ya arc• <' sf a ,k�• y �, ,� �StS F�. 3.4 Cep �11-4.111 0 �11-d-11) rii � � ,'p+ Xu.12/31!02 tsr CIVIL �P OFCALlif 6 1,.3- 0 t1 /31�/2U/J 1 �yw�✓, 6-3d)+. 1+ 12•G-�. eaalet.'1/4" : lt. (p 7,'r.It�Wdl Sydeems Plated are 20 ga. unlasa shown b, 10 t10 cin i 0 "tt++(1G ,rya.), de "NXn(Twmx 20 ga, i paditioned pall Joint Report ) rdaitiond8a�s? �UuVe. rr CiVeled fates anal £altle �r8nne Mates are t TBFi 20,7 WTI i0 {► 140! olt814d0' WARNING fiend A ilolca` on this sheet n td gine n Copy of it to 111c LYect►ng GdntYacfor, ciruta er Nn>M+{ I:A dexidil it tot tot h9divld++a1 hulldL•tg compunent,not irw x') i int, It hn been bale on 1pe51deallaM htovide+l6y the carlpan"+1 t'W ato nuterand done ciiki _ P ry ,. 1)ngnrr Jr_ ttLC.: 10. Ok91k.LYi -'�!" -` nuJ'rilinea Ulnh Gndeptrc+lt Yeniuiitnl TP) and'APPA dnlgn iiaedvJu Na tri aniiblll 1>! aiiumod tuF dtnheniinuil'adcd _.r, 131mchdilnt me to he p f rwtdior bullJtng dalgheY titide to labrlaolun, Tho, btdNhig deilgner ttlnrtartettaln rind dne laida offliied tot hili r c r 1t0edpylllcc+hn Jhe+i111danacNt! p' y Te Live 16..00'pU£ mrFatid L1,25 P-1125 R A Ql a Jex{ d tgeel ar txceed di )u1dilog hnpivad by iha Jowl bolldh+g cody and tha p:UIhll�rbdpll e�ililmi 't tel L 1 Jirecll ohaeif cd,t W lexi oihenvi�enalSd BLUJ + bpacdbyFha tkrtiYlltwtihnnhhlg hbJthebdiatushuallzUled+llybntceJcby�n,fjg{ fh: Tl4rum onenlilWl�wtbapbt rJ{nhnyenvhtnimdttttu TC Doad 2:00 pe£ Rep wr Atu1 1+15 LL� Onnchig ittnll>t li tor['lterol xup{+bnl u[celnpnnenti.inelnb�,lx duly ld reduce bU tJ g 0 y DC Litre'. ;od.. tot O,C,Bpading 2- 0= 0 t will Coosa Old fnaltluta eonfrnt of ib& turw+l IS eaeeeil.'19i6 aitdlnt catUa.cuilneatnef+4�ia adrtw{mY:: itabrlwie+. ha+Wle+ insmll ttind t.faee ihti (nux )e �thn.q vAt:Fvrrrnts. s ' bnJ 'utB•9t g nc bead.. 7.dl pa£ beuSOn o>;aa l:rec-97 ala s m but {7 neeafJ:unrd \vldt fhe dillmvin ithod.1td:, iti1N'F I)t3TA1ts c by Trtli\trot. ANSI/TPI 1 1YFCA t • 1VJud Tltw Connell of Atnetica SlaflddrJ I)cet n. dllattunbprXOnrC p. iit CO putufbl111Ig6,'IIANIiLINtl INSi'AI,I.INd ANb:bItACINO hfbpAL t'L.ATIt.cONNtIC'I'tlti )V�1017 TI111541[5 t,1i1{h91)-2,10 SUMm ! SI Itiv by 1'11. 1116 Tihit 1'Uie btidblia (trl) is tncaied hl S&i q'boatiild brive, hInJUWir 1Wleemubi 5371). 11+a AmatfrmtFJraa and 1tl1'nT+ 30, 00 pd£ [Lakldt T✓240 7tlr 1 Tp5,0 Veiii3bn T6,2,10, Papetr�uKG�tlnt{tAffR'jlxlJauedyt ll{ hhStttcl,N1°+SItlW>6r1Pa+h{ngto;bG3W7t). __ Truss ID- �D5 Qty: job Name: PARTIAN 0 1 t X rw X-vr ma SIM. Im D Tc 2A In aivrt� AW4i/ A'S -1995 i, w TIL l'UMILE Lao GIZM.' 'hi. 1 3-1-12 M3:50" 1�50l DZ fil r. .6 2 9- 4� 4 3 so" 1.50" Mm ZA U-1, SMUM 2XI ITT, GDVVM RMY7 cn Lha Lnm nnterial, �at U)C-97 Cbi3 RC Fmm AM 110 all �nMr VAUM r9t ICBD r�l 'Woff, —AIA Belt 10 FSF r=1-0u=trfft DZIL. Rldj ia-�- -yea 1-2 v26 .00 M 33 It-.ciM jo re*.uxed (IV -.to) L Accim ate 2x 4 0 16 �0 int. O.C. Wt. I)ftLm LECation =tea I�rd Zam -3 426 .00 X .33 rotaUlaVLg: '4, . Sm IUB-91 myl Waa I , Llm j%jc,%C� C 2 3.0 J.0 mxl M3.4.6. .It is mmmmi Meat f'�= Cf BA6 tru &-1, �0-00 a 80.00 J, OM,.Wccd I=rd V MEM VAUIM. rtj� if mel xw mic AXL RM CSI < aidity, cc =119=1TWd, M IM &� M. CY ',;U <u�'&Muvd . I _jk - 22.54 ft# VVh 80 4-$ �244 .00 .26 .26 mIN 0 1�� txP d=d (if alt" Witt e_ -afi cml JcEcb puaL W calaidarlai cn brd U-M lejd 3.4.0 Pof---- 5-6 272 00 15 35 2-4 platenIzAT ce g� (2xS) at. 2P Ta" MOMT-Ity'rMICH 1=' .— --- ddlWai to f='03ti"xxw Imtht; R.Plf R16a 6-1 -244 .00 20 26 gj�m ad5j%** or L.-tw IL zald plied rtM in. vcjawa hlcdw. T'Ju 0 U10 A. e...hwtep 69,00 0-o- o 69.00 22 tel =latm�aal 1= n to ra= CST Im r=. CSL jW In rfl-dx-d Re aitlockt= an ay �� Ewa. C1* f W Veit :L4. 00 0- O- 0 -14.00 12- G� 0 Ao qivalw with d 2.5 -%Q 4a 2-6. -560 .20 k1 Ux.- wi a. ama. Irm rlzL been cex loja--Led tvillym ;rk: ctiraAlm-, I-AXIEnjimcs Mnm loads my] tlrjx en Cm are tion 999 IN 1,04 5-6 0AVO a &Vistlex, .02-- D+ -02" '16 --03l) 4.5 livo D- -�0111 qu -10310 6.3.0._.61A.0 0 0- 6 S 3- 1x12 6.3-0 12.6.0 2 6'34 0 G 9 4-4 3 12m 6- 0 7 12: 6- 0 4 0. 0- 0 00 r. 3- 4" s lip 3. 46, 0-0-4 34 2.S 2.5L 0A Fra ii .0 -k EF 'P. 121711,0 A OF L�f C I 6 7 1-1142 t /3 0/2-06 1 11-6.0 ddRie 1 1/4- is il are 2q on, wiletill allown by -ta, 0 11111f(IG �pG)l Of llmV(TWf-tX 20 ga,), 009i]Lidned Pav 40L ft 611"1"60 Plat! 6 ha III frAme pla��'fA TBpj Stijo M13l 0 WC, i�981400 WARNING Mend h/1 nhtv'� tilt this sheet aridgillda &PY Of it to the 1,0edilig Contractor. 4- ll,Ma��jj bulidjug tbulpoocill hill thfil s?"stelil, It IW beck built misgontAtlaOi lircO-Wil by lilt cbmPo6efit ImnotAckwerwid anne Cliks Name DIm"lloOl Are to be Uj�e will, Ille eutleat %,grjjOfit of TPJ Amd APPAr dti gii kk,�Utdi, NO tesOOMPO Ity li 000104 10t Olintast'Ail dc"Orley, Dagur t mi #14 zi Oiwrad'. OctO rabrIcotioll. Pell by tilit cuOilimahl Inruiuraciliref Odlot WhIllig to 25 P-1,25 BLUSAR MIM elpol uled Oil, wtall the lOulhig lini,wed by lilt loth blaildhig cWi, +hd the 1"llahr applivaltolli "file'd6ittill miumiti fhat thoull 4100 R WerAl TC Lt:Va 16,00 Pile V=Fadd Liil, by it Nal di Ta beha '1400'''pile R.0 tdlk Dfid 1400 rtikfU 11: bit lellgal. Illbi doulpollent ilull� lot be Placed Ill My efivIlmloof owl C B r.1 cilift ith 11 is ror LA141-41 alilood of tol"Pt"ItAll meftlt tra OW lilt$ Itim 41 tad Uve loo poE b.diSpiciiag 1- 01 6 pr Will WOIE ifialoobiloill LLW60 or tit- "looll td exc6d 10MOdIgr Or ot orrmllni gctffililft k�rlih the rolliNktiq D11TAl LA% Zrj, L. sl Y babioill it 'it I 0613tRu3slis, � 00-01) md Ifilit-91 P&d , I ltd beth'a aai CoM vPHPj$' tv vlw f IMNIALIANd ANI) Ill Act a'NI D" livej Nia boO, lVbdulvilu $3119. IU Alkliah POzat hbd D�a'jbdbj 41240 1C, I'Lilt lk;i hi Ill MlOrl" tilda 36,60, Poe 2 tpt'6 Vardbdrf TG 421'1.0 , pollee Mull:611ila (APPA) k localed tit-1111 191h5kel, wwl Me Truss ID: D4 Qty: 1 ' 017 job Name: PARTIAN Twalc UPLdFP ItCl�l Pia; R icD I;[1:CP BI2E Po3•'s'D 74 ...2x4 A7.:!!1 & Ldx. Lnal:irr� cfxc 1Q33r/14i - 1995 2x4 M 1 & Bl r.. 71IIS I15IIN IS 71£ 07.1[iAME IMIUP Cr QI(.193 lb eal�t 2 19a 1b a q I 1 1-17- 501 3.50" 1.50" 11 _ 0' e50 2 n DC hrgmirrF low crams, . t+d73 2x4 13:L 9I74•L1V WO XM EM CID FEWAN � #1607.. lrlaiB�, 1 Tg1IIdd,%lil8 clrssn arra heed a LY ai tin l oars mitcoinl at: ead5 LxminJiia. 1 da3lgmd ursisa] E'1>r 7 Ckii:�t =Yea 1C kCiSE AXL no CBI.. C 111CL4W.311t{+"� cv t3ffi�IJ LIl•9M VIt IM, BId3 TaSsrrs ISYSIti.nS >? Pid: F1'd Zan 1-2 - -3104 :10 .1111 2-3 8 18 1laricarn Ocx'Lat l ate .� I3� 1 �F�m.03L G C it�rg�tls >= 80',00 f@, llx4iJ ti '00 ft 3-9 ,310 .00 .IB ,18 4-5 177 •00 l8 .70. Inas tao>: isl'C e. 22.51 it, nPll 90 Dor- St=xjtd ()=ttiary, DaadldA = 19,0 POE BC yaua M Ira C,9T .. 6,7 189 .00 IDS .oG 7,0 563.01 .09 :SO 0-9 '563 ,01 - .09 .10 - 9-10 189 .00 ,05 ,06 SSB Fu=. CsL, IiM KME CSI- 2-7 -327 -07 4-8 363 414 2-8 363 .14- 4 -327 r0.7. - I-MMIFZTM (srarr) L. Ia/y99 01 I'M B-9 (Ld7G) -,01 •s ,:01�' D. -,Ol" 150 f' 1-1-12 5-1.4 y 5.14 - _t ' Spix rMl1:1-ta1 (cart) i IN h&T1 6-7 (LTEW') 14, 12 (-3-U 11-44 ?6-3.0 '.. �•� X999 ,IN .00" -01., t 3 4 57: 0 a70irt LIX21lialn �- ]. 0. 0. 0 6 0- 0. 0. 2 1-.'.1-I2 7` I- 1-12 �� x9.00-9.00-- n, 11- 4. 4 9 .11- 4- 4 ,. 4-1 S 1.2-6- 0 10 12- 6- 0 IaO.14 ?110P ESStONry 6-G=1U 4 4 4 4 Q�p �.' M S {� IP ti t 3-d Ztl«i-10 34 ZO 4.]USI `�4� S' q yn L 3,7 rn a, '0459152 2.. -4 2:5• xp. 12,31!02' 1 0.41 1-tl-tl 1- -I sr P9T, o N��- �P tALiF0�'N tI 12. 4) V 16--i7 9 ]0 1---1 •1{�t 1 t �3®/2001 1-1-.12 6.3.0 11 44 TrUOWA1 Systema' 'plates are 20 ga. vnlesis shown by "10"(1d ga.)1 Scalar 1/4" - 1' �• iiH"(16 g,.), or "MR'(TWIIX 20 ga,.), positiannd per Joint Report. • circled lama and talae frame slates are noait9orcd�ze.ehowr5 aUove. - {� s.,r 4'EIRNINU t(oarE;rtll rlures on this s/teet nJrd bn� rt espy ot'il to the LrectiNg Contractor. it design U fojrws Individual bolldfng Component no !nus s"stem st lus been based on spixinwtimts provided by the eomp9nwt rnagoranureraud !lone 'y7�l TBPt .36.7 WTe 89 #. 0*8 WO, ORS1400 Cuotia ner Names: 4.rr, +�..-ss wid, the Curren) Perciotu orTpl and APPA d�s�gn standards. No respoddbiliry, is assumed for dimensionalaecumcy, Dimensions are to be Dogarr OF #LC 21 OR9IL1,o " �?, B(„ U SA G teordince tied by dto eUmpunent m:mufgcinrcr midior building Jeslpar prior to rabflrni)on. 'rbe hndlding dutgopr must aceeEtaOn Bu10u lu7ils sdhitcd on )hG ', hr ezceCd tha budgiglmposed by ilio )awl buildltg ewte nnJ thdpalleuL•mpppliadou. Tin; designaisumm that um lop Ovard b laterally TC Live 16.00 pOE DurFaco Ial, 2S pul.25 I.I.I: nicer br*d by die 1,601 or near cbeathbng and the'bounm Chord is laterally, braced by a rittid shwdtbtg material directly aterehed, unless odtenvise noted,. id fm Weeml of cumpuneus members only to reduce InneWhig langtb. This component shall nut be placed in mty.euvimnhtent:Intl POE 1,C ,Dead :7.00 OE Ro Nbr Bad 1:.15 P <� A «c(ng slmsn sopputl Ki rause the rndsmte content of ilia wood to ekeeed l9%+n+dlct muse coaneclar plate eorrmlon. Pobricate. handle, butallandbmee tWs m Usin 'JOINT Wood TainC6untilurAmerica Standard DcbISO DC . Llve POE Dr C.9panlag 2- 0, 0 , 70UFlW't1.S58rOt•ts. ,\ aa�SNenbpar Pr•,4sI53prbrss.00i090t a old.mecSPdiiOn, rollosing:sl5itdnals;1111TAi1S',byTrOM;ul,'iINSIrrPIIII 'tYl'CA1'• ANUtiRKCINgh1RTAI ILATUCONNOCrLD W000TRUSSIIS' - 0119-91) and'Int3•01 BC Dead 1.00 pbf Aosign Spec WC-97 sC,nsihiiit(ca, 'IlAN01:INgINSTALLiNC ( ) of 583 VO Rtad6un, Wlscotubr53719, '11na American Porest:ono TOTAL 3- 0.00 111 ] itaLi.o; I�7.d0 1Ct I�240 Tp5.0 Varoiott T6, 2 cd0 y'• - Piper Assn lslu (A1yl'A) is 1uC.'ircd al 111119 h Srreet Ste ciu DC20016e, paE ijob Name: PAP-TIAN Truss ID: G1 Qty: 1 MIM (Irtsi��� j IYi) )CLL1r StE7e1' SIZi M,13 7C 2X4 uL 111 & Mr. Ims rcJ r{zsc : 745I - �� 1 0- 0-19 679 1.75" '1.50" T!7 2x6 ML 192 yI -IME i T5 7111 .L71 I TI11 CF 2 -241 lit Mt1il2IiEiL110 t'35MS. Hltie � de ci�igmxl. u�itg t•]n 2 4- 7-12 701 3.50+' 1s5D" 1�' 2wl ,LEI., alvQ•Itlfai tutp N3 ��pgmg olnrat m u W—I dmL[ � L1IG97 cbci-, Li YIF. VALIL`.3 FFR ISO Ih"%:7 a3i Lt'.�[Mr 01607. at Lhe rtur�s sml:eri:tl. aL• asadr t�iszt}3. TC biYJ> SOL 'Li83 1 p�tnsrtn+' laadix3 da >E µitis t (f>f Wrets) to walN31 mm) ai C1w U14M VALIM. LIld3 ArloO xi = Yw 1.2 69 00 ,20 .29 pptf d >otal3a ]]�yrr��yy Ste iLLB-91 m1i i1PgI/'I1TI 1-1995i�,4.9�att9 10.3.9.6. '� � � QQ.. Wit- to axJc:d aUore ��y� Ib an i tt %itsn I b Cat C It 1 Axr. tw L9L . rr1aV t1r riuQ pttaEile 1 mv) t1w r i e I it 4 eo.no ft, batt 'titan n oo ft 3.4 110 00 r64 .69 x1iiYSnx1'iisticyta nid^rakitxt 0xi ctFs�b)' Mixat roo r t - 21 21 ft, gladuJil d 00 fot.' ]afetal bmLess d.Ie to M4tz1 or oeirndC. t11C s'tvuittilY� 11<iti Lxsd o 14;0 LxfF (t]p > tsz bk8 p dmf -- -Lnw Jj tc, I 2-4 •120 .03 lmc�t az teabtildhs3i Veit 4GX0 L,Loc 4 Y00 , .9- 11+.70 7C Vrat' 46.00 - tl- 0- 0 96.tl0 9� 9- t) .7d I4A)t 13:Fp.ECg11IN (cgLisi) t DC u�2t 242.17 0- a 0 .242..13 4- 0• b ,50 ' i 14,999 Irl MFM 3-4 .(LVE) _ -4,14 1)` -1031- T- -,01" - i-w� :.ni1tC'T17ctt;. 0- i ao-0 4-9-8 . 4- 9- 8 4.9.8__—,. A-4.8 1 t 2 r7Zpp t 2-8'•15. } f rt.)� i•' " xSL����� t Cl1 �t t 4.1"+4aJa? 7] Ex t?;3 102 ti/ U-4-3 ,j�4 P rTfiOFGALIFO�N\ - 1 13012,00 }+% �'/y/�,�l---`•"-1 9o:<let S/0" a is lrttoy�al syttwetnsi Plhteri ako 20 Ohl boldin tdhown by Mill'(b gacly N+' 1 6 ;ga,) al s'pIXII (7WNX ,2o ya, i r pwiitlohed per Jnitll ReptSYt t .,. C. F..r:lhti to%ee_.ssnd >?hlife frhme-ulnCoe nYc bondtiehep ati nliawtt ttl�dv., .....,,.. ..�La . TDFh .71.3 1+I1't 27 If Wof OR51400 WAj?NINCi .Read all nole.� tilt tlri.� 8!112' rttid grV+! h ealry nj it to the Lr it�cinlr Carrfrrrclnr, enotr�r Wdme III No G:tt sd wtiiieCiagbonr hl }� hacofn tunny. natatNrin nto tlonl: Ch)c Y, , l Ails design 15 Int hl) Ind1v(danlb0llJing cwnpofieltt not btus i�ilalfl. It ltu bagtirt t7F il1+d • 9 oRsxtw �G.�.�G�u Gt peeorJutce 4 Ili iltt enrraul"Vtniwtt sff It 15iWAt t A Jes gn slwW +n1it No rtsponstle6u)Idlns dct Ji, tot nte-la ittin o c WIN illlied m 11 i+ vetllied by tht OJlahwttiil ttfanotseldttemtdlorbblldlnd L1gn't p8ar a tab Henlwt,8. I€ _. hP !; , � " dilJudY 7 L L.s1.25-= P:1.25 5 MFG- Jexigtl meat d+: aRrctd jht GaJbip Gnpnsg lGy'ILe 1nat1 huIIJRI nnJd nnl the paticaLtth Ilea 0ln ut ItHnl dlfNui sa utl eJ,l nnlw oil a U 4iteh 11 r< oad 16.00 peg ItcF, Mbi3 find li do ��� braceA by Ilia fugtt be Boarthtnillbig and the Goddin choral lk tlatnlly btnetJ Gy n itBIJ to s g Y td poad 7.tld pe@ Rap Ffv> I.I.: bli ting abmsu 1t Xnt Liletnf itfpfwt of cnmpuihtu Intinbtt IMtly fo teddetGslclItngll 'fats tJmp'utlwti ti allnnl Ga pLtce (in wiy Ndtlronintdl fl at ds I is In,RC p ive oo pa L: O.C, ttpanittj 2- 0. 0 'A III that& Ilia fatilshttd Widest or the noud ta,taettd 14fb,mddlaY tansn ttnitecloY pLiVe cupruslJr.. r°GVuu l Ttil�rJl! u0ilelljnf1Ai i ca ld bracthill"rd ha!gn ? lCVA45 Ifi need 111d to N1illffAlLS,GYisuse,O, ANs1I11'ij _1Y1CA1 ,.N ai15 M IMFl�u.�ulo5phn6s,l�Ut1w7 s hu.''11ANhLiNt11N5'fALLINt)ANCfbRAClNtth,ti'fAL(UTtitMO N' Cfli(l Wodb i'it[)S§tlg' • I11b'71) Anil 'f ft -01. AC'bead 7.d0 pnk beaiga sped t1[iC�97 d Rtahutt ibll 1 t6 SiJhIh1AR SI11l f'by'i'pii 10 Tnuehl:)dtlntlidI Cff!1)Itlrsnnfhl,W13,0nortloVtlVt,GindlIntl,WlatwulnA7iI9.'lltaAtnetihnf*ntutpnd ltlCAT 31).00 ptiE ri�flFhl3ot p�290 hL7: Lf240 thh llfdtl, MV, 5dt tldtl,lVttwhlifglon, Ut..titli6, 5,o Ve>atan Td.2.1 e� tl 1'.i tar Astatiallro (AI I n) d bkutad rat lilt l t, li i� -8 Drwg: Qt ' Truss ID: E1 Y _-- - '- - Job TVame: PAi�TIAN UPLTkT IFTliIN(S)59 �4 M190FTs' PPHI/1Pi - 1995 Sb iS-14C +17FAL.0 I7G ltk4'D 'fC 'hd f%L til & Hts. 'if{W 90i TB TiE QS�R�E 4 6-w t'3:' �.�ti Z 59 lb 3 50" 1.50" 2wi 1 &> r= tT^+EH. D1607. ptBIlTP1611ND C+I5F.7M 1>67 RIM )�„IIIlIId,9:N1cJ e3rxal aze Is+eci f1`t,Y thin 7 OD0 !n rkajy�+d un{nJ t•1Se 5 i 2 2- 3.•12 334 3 54" 1 aP" Ii7{�E r. VN.1F5. [BC c. 0SIrM PIATIIJS AAS tN tlA733 iIM3iIt -97 PA% CN M pnrer,�3l ab eAdi la-rcltxJ• ar 6ite Izuoa H]cYJ IIrlcsed = YIt �'� uy 'liusrt lkiai = I3:t. IYd Zr1re«X..A 312 515 C 2-3 -56 ,00 -101 ,Ol Iinrlcm�/Ocr�at Ltr>e '+ Pb ` `k? . ,110,00 ft H1,dj Lt 1 . 80,00 ft, HiAM' �i � . - tl0' DC F= A7ttt MU CSI tMmr too J=il 9 ft, nph IFS Studal$ - , 11�ad Irs'd = 14.O:psf 4«5 45 .01 :101 101 _ - y ptra rizm IIp11T1 (gxArl) x .1/999 IN MINI 4-5 11a1ro) .oa Ln .00" D.,.0011 'r= ° .� Joirk L=,At. �. '. 1 0- 0- a 4 a- 0- 0 2 1- 2-12. 5 2- 5- t) 1.242 1-2.12 1-2-12 121 1-2.12 I 1 2 9 _0 6r_ - .110 - 2:5.4 i 3 4 r id 1: y,' �. -3 Q O-4.3 a 1 a J N ', t 043982 7J A Yi Exp. 12,3 02 �k `T�>*o NI CALO i_D-D 1_o -n t 1 1 zs-s vtc) 4 5 n 2 .5-8 'i 1 !30!2001 o Scale: 0/320 :.= 3) T vv+Rl,";?.,•prrt:*Az7P Plates are 20 gaa, unlons ah ooitiopedr eY Joint�Report. . lhg orVX (TWIiX 20 ga.) P P, P _.Ci �1�adc. l4h,a:- rind false frame lntnn ars onitionecl as 6hown above. THF- 8.0 WT,r 14 It WO: ORS1400 �tl •s- / e %tech Contractor.: ,� fltend all notesme this sheet and give n se )v gf it tti l t ld odsiga 6 l` nsr ividtwl building component not tnsr nysjetn. It Ito been basedud speelBat6ots provided by Ute component tamufdclurcr turd done pis C\satemor Name i Tllia J�� Dhnchslons are to be jndreordan_ ts'Dlr:., t Irrcnt versions of Till untl APpA dcsiRn standards. Na rupomibiihly;to ansunicd for, dimensional accuracy. Dagor,i 'JF ULC 's 9' OR92LLo designet'ln)or to fubricnihun, The building designer must asccrialn tlwt the 1mds:uUllned nu ihls .. .. -.L=1.25 'Hd1.25 -. p� 4oa the sola(!m1��n41naitufachuet'wWlor.boildwg �, MFG. dalgn tneel or "cctdlfie la"dtitg ltnposcd by (aural building Bale and the jtatieulirnpplioitton. TheJcslgn assumes that 'tile top thotd in Literally T 7.1 16:00 paf• DurFaeo B 6� by rigid aheatliwg material directly mmcheJ, unless olhenviae soled. Rap tAxr 1,15 ,lace![ by the .rr�i �y I pour sh 1l1dilg ptnd tha l u bun chord Is Latemhy,mad a land Q�� TC 1)cad 7,00 pof 1sT4 Luemi suppori of cumnwncnu members only to reduce btickRrg tengdhl This cotnponepl shall out bepbwd hs my cnVironment riot! LLC ntnchng C.Spceing 2- 6- 0 shml'n BC Live 00 pof O, will:cawe tie ou4iftue content of the wood to exceed 191E and/or cause cmniectar pi ue ennrmiou, Pabricale, ♦Lundie, butald add bmcu.!his Inas in 'IiIB•QI HC Dead 7JODpr31• DaoigriSpee 'UBC -97 TqBttc``1U1I,,1+7lrrG�ls. aenirJ.incewithdiefolloaingstandards;'JOINTDDTAILS,:byTnsq.rl,'`ANSIrri'IV,'WTCAP.Wuud,munCounciloiAmltimswtdard0edgu .las3 Nprtlipul: Ur+, culn:FpUugs, 617'klvl)7 Rcfl mulbbItics, '11ANDUN(ONSTALLINO RND BRACING MLryAI. PLATE CONNBCTBD WOOD TRUSSES' - {1118.91) and �--�. Purest lien Ratio: 240 7C' L/240 SUbIMAiIYsimax, by,rpl. TiloTnas pule Inallotefill) is loeated at$83 Witmofrio Drive, MadismL Wlsconsin,50719, The American and TOTAL 30.00 pof TIr 4 Paper Assuciatbuj (4risA) h loeued al I l l l 1Vlhstreeq NW, Sle R00, WmGhtgton, UC 20036, - ... 5.0 Voro i.ots T6.2.1 ,. i 1 1 Truss ID: ZI Qty: 2 Drw : r. ]ob Name: PARTIAN & platit� W t RBI/M - 1995 11,in taus 3 I. deal 3 utliatl the !C 2K4 CkU fI1 At> . 2r:9 - ML #1 &;Nls'. 3ltra Lf51W 79 --'DE CtbIILY PE IMLLT CF M :Sidi 13CMIltP[H.0 LMM OXIM, M=Ic,od Y- Cm nLK 2.vi AFL SO'4 t MM%noD I3A'IG V111lS3 I13L ICDt7 1a= NSIT FZI�TtI' i'r1607• Iff7U2 t I�Jlltt':am ol>Wai ate hasell � ul"a 1c=a1cn ti:t FS>ri Tan " Ilirri©�6'1T, att Lttr = Na j.cycay00,0 ft Wlcv' - 5 o Jciti: �txcatian � 1 D. 0, 0 12 0- b- 0 cm xu aoraarl'd Y1nt Erin fare Of this tttloo . is, RI-a vsi wilt ply.+axd, crm woad Im and 1?L1tTRA FlA1i) Q U�d TlN63EF2 Dtela icn7t•,li a 00,00 fl:. Dj.Sl3 x ftI'�.uy hhai twI 1.41: - 21.53 , bt, Y ynyr D%xl Lend = 14.0 pof . 7 5- D• 0 14 6. 0- 0 e oitiitzj m li3Ldaxaxd eiditzl, Ie rl:h a ad3itxaa3). l0'I b phot—h, a midm} m. [I3C l lar�uti 4 0- 0.. 0 15 0- :0etl 5 10- 0. 0 16 9.11- 0 a- 8 17 ni 6- 0 rrn-mkJnXW b--witV Vc�-1 P ltrtt txi3:+.laL'r• 3:ctddale li'lc:9io, lel i[g, Sem 6 li- 7 13, 5 0 10 13- 5'• 0 LX S le ulatbx fury- _ v ]aLeraL a .. 3Ytitinttls: gbla L ..situ aztRII(s). i... 0. i5- 5- 0 19 35-5-0 ' 'J 17- 5- U 20 17- S 0 E with. Yin ritc¢drn ak'n. it�I:Cl21 iCU'YIII ���.. izL ed vi n t: ).cin aatfi d�ti l anilcao toad ct1>axwiax. lU :L9. 5. 0 21 19+:5- 0 11 23- 5- 0 22 23-,5- 0 !lll�e jXix ,mi their = xi:ian are Un xe� ilxilati tic LIn!:jilt11 s; cl�oi(itce. 4-0-0 n--_ , a-u.n y.s i•R•s a-n:0 4.a n I i 4.11.11 ', 8.0.0 1� 8.9 15-5.0 17• 0 23.5.0 11•$31 I l 8 8 til 2 4 5 iC 7 8 9 10 it , (�3- -3.661 4.4 T,..p�oFEss 3.0.10 + ra' Q,y 34 .�, iS111P i -•� Fy 14 1 0 s 1 1 may,. c In 45982 R * ���� ` p, 1.,!31!02 „_ , 1 23�5,1i_.,,._ t, i . rlv��. •-' P 12 13 d 0.1 15 X16 17 18",19 2l) 2l 22. �FCALIFp��`. �� 4.160 '$•0.0 11-8.8 15-s•0 19-5-0 23.5- ' I/LA91: t 1'541* TYPICAL .5.3, t1/30/2001 oven corrrJNuottN at)F'PORT 7/32" 11 ,.t '+ze 20 ga, ttni0nn dliown Y 9 T t 1 ayntefita "MXIl .ink, O scale} . (u par vokh, •ov' n. C.i +A girt al Elton and falnrt fi`anlo stet! are. ,aniL•ioiaad.an nhoWn a6 �,���' 'tdkl' (TNMk 0 ya. , ranitioueA'pe of il� .... la 111C LIhaW �r Co'J Gt7 I111'OC10ri ti NG Irt ail all dotes oil !Ills 8lreCt n1iaT IVe n' tie cdlnporenfGvvlidn'ctuterlulddone 'POFI 4417 1VT1�.t10 $ Mkt Wtii bRa14U0 clineaaerN'mnet HILAdesjGUfitnllldiliVidiolbtdldhigedMl'Oniif.ndilrWa}y'��tentIt battiblxdantpecffle5ifwu)uvvWed,Lyl APr•A deAlgt{ •.l..fiLltDt, No TCFI)mufblllty Is minted tot rIIIfiCMIUnUl nCilllnttjr. IJIIIIeIUlonk Ute 10 be °'"" •..1 Doa3nt't ))LI...;� 9 ORSZLLO '.:. GI aCtnhLlnCe u'iIG D1e Clia'elll VllalUnt.Jt'rl'I nild VerttleJyj'dl¢eU1npU11e111 IIIUnV):ICGIrePMd/UC bUild([:a dealgUerftla'Plditbtid:Irdi, 311e bldldlll$deUIgoir ooliA ettei$i1111hlt lite lmdx toliltd oil 11111 .iF Ld1.25 P01,25 /'! B L U SAR MFG y %'Igo heel nr 0mc d the lwdfng Gnptatd by Olt loal butlAing ealp nJbd l`I� p•Iu a� Wp�i tAl Jf e2tlytaliael bd,� tlhi i/olltaHciea lolled) TC Li+io 16+110 roe DuVaub LLC H taihin Ntit bnlrtd by the [wr or floor tltelthbfg cwd the hehrynlhnnl W Wlcrully 1m dd y. g g Ittacblg �GnNri la tdr hdeml lupputi bt ewnpwleuu inetnbeb r my Ig Itddee bud to legih. Tffli cnlnpuuenl elw0 pdf bd plJced fd any mVirohment fl al Pabdold, ll.dldle, WWII and htac4WitlainLt IC botd 7, bb pdf )fC Liya .00 poe Yte P M6r find 1,15 Oq�e.apaolttg 2•• tl • 0 t'AI.S'NrGAIg' �il+'�upppr�ur.,ruI III6t,colWAtt u4litndadlffelHalalurdtixll<nfntthew�wdldextentlgt6nndlcrtnfaecwuldcidrpLileedrcdtfwt. aetur4nbeewGhlielflid4lnOttutd3nli:'t01NTf�lYfXtY.9',by7tluasl,'AN51YCPf1',VI'CA)'^1VJedTnletCJUnplla!_AinetfatslandnnlUeaigq (11111,91) Oil lilh9t gC Doa3 7+00 pne Uenign Spon t1AC•97 Itifluzibilitiet,')TANt1LINdINS]Af.JNOilNDIII OSININ}Ait.Y 911liiir''by TP1. '1 tfNpfiltiT,1).t'IAr)iCUNNfiCICD1VogU,IhUS1ti3 tie lio111U1a Iradiufe it I'f) t» Idtnitit lit U'Ondrrh Urha; N)ddtEwl, tYltewaLtS�1l9. Ttm Alncrto n flutat odd �7A� �Q t 00 pdf lido ktk1O! 3 140 'LCt 7/34b QiS, 0 jai than 15.2.10 honer Mzo&lbm (AtIhA) ii lucued nl 11 tl I hh Sheet, NIV, Sle (t1.lVdsbinglat, l . _0044, - i 1 1 i Truss ID: Z2 Qty. ' job Name- PAP.TIAN _ nt1n Ertl. in deoiq-m ,>3i1t tin µ a rl,tir:1 i 7rsl�istl - I9ss 2x4 ML It1 & Dtr. 91iL9 LbICiI 7s 7Ic CCi•IMME IB: it CF II1�dJ II'r1oa�1 Yea U11 C1L.1 tuk 2x4 3a1CLD= 1607, - 3 `1xj Lv i�Jt1A7+FI7f9 t+lh at ate Lrtixacl Qd,Y Tam I�hLjcn N:t Phi Zan 1'IJI1h.VAi[L•`3 i42 xtE17 Rt7a� ua lsiuu' t•1dRY R It]AD CASES. at Pin touts unterdal at a�cir 1xarlrl. I1nxiGvle//Ce e m idtr A p� ���y At W� beRdS: 9t 80 00 ft, ti�dJ With : it Soih t tsz pian ��_ 1 n- it D 72 0 0- 0 ,b _07 iwr c1 for 10 PSB tx:i-curi=Xzi. Ia'2L. , A tt1lb� PASI7 Qi clt>at VD132 Lan <I�. i¢ aUr�uted tltil. ar_ }t1cr.: o£ this rttuua .61 ur mo.. jr1r tl: n 21.56 Lt, no ,0 80 14,O,pc£ . -; - 0 2 ,- q- 0 13 9 p 3 G- q- q 14 G-'0- tl { 1. cI a�titzl With p]wrrci, Cfdii coact kxnxtl LIQ Sl�rlitd Ctcii»si r IJ1nd Iaad = t cr ItiIrcl=my didiirV, If rrt:,, -l- 0 5 ltl 0- 0 16 9-11- 8 'G 1i-1].- 0 midlf t ati icttzl l0.b none Ixi =Mici^.tect:- c trrt•a>rttlnhan bwrhz� lea. 1171- 8 17 7 13-11- 0 18 1.3-11• 0 0 15-11- 0 19 ]5-11- 0 D Imt.� lm fr1t+ttl a lyacrn3 d5axl,: ULDAWO 9 1l-11-'0 20 1711- 0 10 19-11- o 21 19-11- 0 .tea in lixgz wlg4mgi ant' rrx )�y31 acrnid°zed tanleaa toed ct•1'1xwiee... 11 21-11- 0 22 21-]1- 0 •n�e.'latik+ :ad tinir cuaiexCiaut are_Pln L ircpanilatlity cf t}n Ialildirg cleniq-- a-ali-Ill,rlig� a.p� n . -00 g.p.p W. 11-11-8 15.jL0 19-i1.0 . 11.11.8 l 9:11.8 1 2 3 4 5 6 7 8 9 10 11 : -� r'T�7 4.4 1 3.4 q .«p 5�G �2.5-a � +•� m � i 2 �xp, 12/31/02 21 i-ap �rar CNIG N 32 FOFCALIFOQ \P lrl 12 13 la 1516 L7 1819% 20 21 5'I'UU 4.6.0n li 11.8 1-11.8 4-0. 9-0' - ,fr_ i � ,- - 4.0.9 8.0-0 I I-11•ti 1511 p 19-11.0 V1111C , PLAIT s' rl, C'i' 'r 1 OVER NNTINUOU3 8tiP1'ORT 1 /301200 f y bealol 7J1z14 �1 t'rueWai syateme p1a'tcu ire 2n ga, UtileOd uhoalh by lilau (le IOtt �oinr kepdrt. P y .w+ / u'd" I1G ga,) oY 1•iX" (TWIT% 20 d,) p0bitiohec) psi g tion"d an hhown ahnvc. taYcled rlatan and fame frame nl'Atea aYe hdni WO$ ORn1400 ;,_.�... 'v'd"t IRKING /tend all notes on lids Sheet nitd giVr n etlt)p df it to the Ltrecting Cafilracto� _g by tla ddlipaaC1111Rv1dtaGlUref Pid ddltE, T6ri 44.0 WT11o411 elticl Cuntcnter,l"famo t .: p ) be[nb.Vul on rpeClflGItUllr proVlJcd 1'Iht. reel n 11101 tat nn LIdi;Ididt bouton oft atoll hui 1� r Ki gla It hu g bjSfid'ddhleE SVIIII ili' 1'IC tt Veiilai� dITI'f M I Ahl'A de,igi 1110 iial4. NO ielpinTheby li ntiMaed a rIn i ll 1t0IWl d ddl die bbnq sl 1 %itt 711E fabdmilud, The billding deatgaePiilul aitenal ctlml Wt hmJr piilized dot i7tl t1Y1 { I t 1q 1 _.pR9IY.td) - . .' BLUSAR MFG veHImd by ilia witipoiflum la nIloctortt tddtui building dulgner clot id - "' i a.1d61'lnl used li ihE.lihtilgbulldbly, cidE wit 1111 pallcoLv deriguNeclorexceadltel -B p Y dtord U Liienl-Voidel bYA dppl{c3tlah.dFilgn auoinelfl�,l did lop dtdnl is ilia rally Hip limfetlai,dirceilyoleiabcJ,. unWr uhheiti�iwt soled, - Tc Li.va SG,:DO poE '. 'pC' 71.00 -� Durraco L.1.25 Pii1,25 Rep Mbr bnd 1,15- � --- - LLC breed h`• the t1ad.6"t nradhfg tbuati t#:fd; lafen hllltalCsdlitE.iiidlXlJttcLateaidttieitronJldetceed19i6aid/uYEalUBcamheoldrpp3ileturtMliM, flout rhujddhjg cold the bddan ghz.+ildad l ouppati ut aimpuncilrfnemben mdyto redact bocklidi length., Thlt compmieNl limit nokboplaced b1 EIIY tnviiMunadl it of hnbib3il�vGmuOa, IoWO"alimatiis1011, rt ll `1VTCAI Doa$ �ioE DC I+iye :00 pot OrC,6pneinU 2, 0.- b lfSssV;i k'srLblS- : Wool ��s'nafl�Zut.,Calaspfiugl,dUlm9p1 ;;qhs'itcENitlG.IlhefollottingtmiiGldsf'1dINTpRTAIL5'1LY.Ttusnal,'AW3111'PIDr ReipwribilhicY,'liANutINUINs'fALiJNtlnNbbitnciNaMrrAbPl«�7?icoNNhCTRtj�VotlbtRussus, Iioo �1VMiJTduirdhuidUntAlieNulaGob tllfn�I)hiid im 41 Afaditunl;Wltconrb16171¢. TUe Afnafiaan parol a1iJ gCDind MO pnC: Uaoitid, bpod UDIJ.0 1 1 RiRibt 1Vi24d iC; 1117.40 5iJ LY SIInRi" by TI'I. '1lhe lltw t Gs1E IiulltulE tlpl) l4 totaled pl S8d b OdotriM bays, 81k1-1Va51h1 ig1un, Dt TOTAL 30"°"� b� p Tp5" Vern ice riM $ ,10 1 1ptr'Axsacta11M1(Altl'Al b leu ltd bl l l l i l tb tiitael, tNl1\41 SIE .081