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Home My WebLink About079-120-002079-120-002 06-2119 ROWE, KEVIN B 50 MORREL CIRr, OROVrrILP 07 i Cont:OWNER TIh0.1 I NSF/GAR/DECK(COV) i BUTTE COUNTY DEPARTMENT OF DEVIE'LOPMENT SERVICES I INSPECTION CARD 24 Hour Inspection Line: (530) 538-7626 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 06-2119 Issued: 10/20/2006 Address: 50 MORREL CIR OROVILLE APN: 079-120-002, Permit Subtype: SFD-Custom/Mode, Owner: KEVIN ROWE OF F60THI LL - Applicant: -Applicant: SCOTT ROWE C" F gj\V_ wt, Description: NSF/GAR/DECK(COV) Lf >J (E _ ALL PLAN REVISIONS MUST BE APPRO' Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 - Pier/Column Footings 122 0C Iv 30-0 Grade Beams 114 Eufer Ground E;cQo�-O ?E6M4 216 0 c 11 1"1 6(0 Forms/Steel/Holdowns 1 122 O e; . o Do Not Pour Concrete Until Above are Signe Pre -Slab C' At2AC,C 124 0c - Gas Test 404 Masonry Grout 120' Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer . , 136 Under Floor Plumbing 412 Under Slab Plumbing 411 O- i, Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Z , Rough Plumbing ' ' 406 i + ; S', 0-7 Rough Mechanical 316 + Rough Electrical 208 0 , t 67 Gas Piping 403 o RoofNail -50 129 , Shower Pan/Tub T st 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation . . ; 1 117 Ceiling Insulation' Z.`'1 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Vic Stucco Scratch 143-• Stucco Brown 144 ,'r , p Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final b 801 7 MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. U) BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE 6 Ole- •30.04 c ' cru w OFFICE`COPY- Address 1. -GAS-- ASv u�/_—�J�'1 � Meter By D- tem i 1 ELECTRIC/�. Meter By -- y NOTES ((1-0(6 go 4 0 PERMITS BECOME NULL AND VOID 1 YEAR F.?tOM THE DATE OF ISSUANCE. IF WORK HAS F COMMENCED, YOU MAY PAY FOR A 1 YEAR>RENEWAL 30 DAYS PRIOR TO EXPIRATION ;� ., Inspecti��r Copy . ' ... COUNTY OF BUTTE BUILDING DIVISION `�-', DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ,. A routine inspection indicates that the following violations of Butte County Ordinances -exist at P3 } the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 0 0 G -4- - Ak e- c- a i �• }Z Date J ' V Incnartnr REV 4/05 Phone # ' f FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE t -Ix •:r: OWNER PERMIT NOT '• A A routine inspection indicates that the following violations of Butte County Ordinances exist at` the above address and should be corrected. Please call for re -inspection when correction of r' work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. k .34 Date �1 Inspector ! 0%.I f- Phone # REV 4/05 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .Y� COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES z, 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1962-1(9 OWNER PERMIT Nb. �* A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional expla Ation, please contact the Building Inspector as indicated below. 40 • � � ✓� Snag :�... • c y Date �1 ` t Inspector y REV 4/05 Phone # - FOR RE -INSPECTION CALL: 539-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. �i �e ^Q) Date ' Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .... _n• .- . r �~,.��... -. SSS 1SI { 1 r r r . i r d COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Mf' 7 County Center Drive • Oroville, CA • (530) 538-7541` CORRECTION NOTICE r_c�A3�e 0(o 2t i - OWNER PERMIT NO. ~ Ys A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is mpleted. If you have any questions pertaining to this matter, or need additional A expl,a ,on please contact the Building Inspector as indicated below. r .-y 1_ / G . J ✓`tel o � $� ; y, r j V'aQ r V1✓' I Date ' ` Inspector 1 /I IVA_ 1 REV 4/050 /� , Phone # _ ` \� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 U COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 u' CORRECTION NOTICE .:Y OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of x work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. DatW—L 140 ' OZ Inspectorj JZ' ►� �; / , OR-R&INSPECTION CALL: 538-7636 OR 891-2834 .:Y DatW—L 140 ' OZ Inspectorj JZ' ►� �; IFIEV 4/05 RMorae-# -�rl OR-R&INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE D (I C� OWNER :,7 PERMIT NO. A routine inspection indicates that the following violations of Butte County rdinances exist at the above address and should be corrected. ,Please call for re-inspecti ' when correction of work is completed. If you have any questions pertaining to this ma er, or need additional explanation, please contact the Building Inspector as indicated below. -- I "O �.�� LTJ �4,—A � X � t 1, Uy ' *n G3� A.� o a n AL ,. _ _ /I - Date lel � L -ZS- D � In•�pecfor ' P J � REV 4/05 \ Phoney# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER ZI( PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 4571 ' 0 Date 3, Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date' �- Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Phone # 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE f�Clf C 67_ 1E) OWNER PERMIT NO. rr At A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining.to this matter, or need additional explanation, please contact the Building Inspector as indicated below. _ / •w� b Z ✓ t , /v L"J Y, wSt3 +ir y Date' �- Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 INSULATION CERTIFICATE Job Number: F 9097 SCOTT ROWE 150 MORRELL CIL, OROVILLE CA Contractor/Owner Name Job Address (street, city, state) BUTTE County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material: Thickness (inches): I I 2. CEILING Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type:¢ Fiberglass I Brand Name:1 Knauf I Thickness (inches):1 12 Thermal Resistance (R -Value): I 38 Loose Fill Type:. 1 _ _ . _ _ . _ _ _ Brand Name:1 Minimum Installed Weight/ft I I lb Minimum Thickness: I I inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): I 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Thickness (inches):1 31/2 'B. Exterior Foam Sheathing - Material: Thickness (inches): I I 4. RAISED FLOOR Material: k Thickness (inches): 1 5. SLAB FLOOR/PERIMETER Material: I� Thickness (inches): t 1 Perimeter Insulation Depth Inches: [ 1. 6. FOUNDATION WALL Material: Thickness (inches): I I Brand Name: r Knauf Thermal Resistance (R -Value): . - 13 j Brand Pi 7- - Thermal Resistance (R -Value): I I Brand Name: Thermal Resistance (Ft-Value):1 Brand Name: Thermal Resistance (R -Value): I Brand Name: Thermal Resistance (R -Value): I I DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2 & 3,�/,II U� Chico Insulation & 'Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) -or Owner - Installing Subcontractor (Co. Name) or 'General Contractor (Co. Name) or Owner ,JOB NAME DESIGNED BY robert show engineering JOB # (57`AP20-- DATE 23A&a SHEET O/ ......... "A .1z -zc> : tx av .... . ...... . L ....... ...... J12 1 JOB NAME DESIGNED BY rob.ert shaw engineering JOB # DATE SHEET OF/- .. . ....... jjyytt 4 z I. . . . . . . . . . . . . i ............ ...... ........ ... 4� .............. ROBERT SHAW ENGINEERING 11401 Winter Moon Way, Nevada City, Ca. 95959-(530-265-368.1) Memo to: Butte County Building Department Subject: Foundation orel Ct review (50 M -Rowe residence) \Job #: -06-3072 From: Robert Shaw Engineering Date: 11/09/06 Please be advised that this office has reviewed the site conditions for the subject project. More specifically, the field inspector expressed concern that the footing for the foundation walls had penetrated through the old fill and is bearing on native material. This office has inspected the trenching for the foundation and find the foundation is bearing on adequate native soils. It is recommended that the foundation work be allowed to proceed. If you have any questions concerning the matter, please contact this office. BUTTE WONTY �VkT D. % BUILDING DIVISION A r a'� i . Exp * I��p N�A 20 bro of CA\Y� . ,. APPROVED PLANS for n Refer to additional notes and information 1 for this project r . robert shaw engineering JOB NAME JOB # DESIGNED B DATE F SHEET ____�__'O 'Ll , i ; ; i , i 'r i - g- '-.>•.:,. ,r.,` ..'` :a.: i>... ;; _i. +_i _...._i_..._ 5—f.—i_S_. i.., i_ ~- lLT t 1 ; i S i _ ; : i � I L.. _ i LJ oo Vo t _ I .II _ _ EZ _. I _�__i.-.l..r ! : , , .-....r..;r:,•a.,..i';,J,enl��._•,-..y..eo•,.<�.v.,.-=.:,.._>.t+:�:.:v:.:�:::-.��..:-..-: � ! , 1 _ I , ``Rk•y ..! ! �_.i_.. !_OM1 ._i��_;—i___.i..l_�__--t-`--•�- --1-'----�-i--•-_: —1-1: ..j_i. 1 v..i... !_�_rLl_1...�._I , - " -1-4- , -ice ' i _! i., _, - -} - -i-• - r -'i -- _ _ -.'-- +'.,-�.....I, 'j' `.' --' --._i...!_ . - , i • .i - --- - - ' It - - - - -J.. zt�� i_ ' 1_ '_ �. _— . �I i /._ i ^ I I --- '•— �'' LA , i I.. 1 ��\) I I 1 , V,. .__. '_ __ 1 ! - _ , .:..,r.�,-nln.:...i..,�.`ca..:._:boat+�_,..q..•1..,.:�n:i...1.-.-,�_--_�••e..::�.. s,:-_......:_:-_ .,b_ - �1 '(u : 1 i 1 i V 1 I L .....1_ r- 1 : f 1. • t a.. �_ •• J__.._i.. `_ ,_Iy- ^!-•_-,.1-�_-. _ - - _ ._- ' ) i 1 ..,- %I__ i __—O .y r i,-• k -,--I- -'i ....�..._...___.r----_:_:__-._.__.L__.._..,,_;_ _:.- - -- -rte `• �-'.- jl 1. r -- , 1 S { i i ! 1— — S L-+__._ Y -h - J_ : _^-)_�_ •. —_ - _ ..S-" BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 50 MORREL CIR Owner: Permit No: 06-2119 APN: 079-120-002 KEVIN ROWE Issued Date: 10/20/2006 By TMP Permit type: RESIDENTIAL 16433 W. HILTON AVENUE Subtype: SFD-Custom/Model GOODYEAR, AZ 85338 Expiration Date: 10/20/2007 Description: NSF/GAR/DECK(COV) (602) 622-7062 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: OWNER SCOTT ROWE Building Garage Remdl/Addn 16433 W HILTON AVE 1449 GERMAINE DR 1,753 696 GOODYEAR, AZ 85338 YUBA CITY, CA 95993 Other Porch/Patio Total (602)622-7062 (530)329-4759 195 2,644 FEE INFORMATION County Impact - SFD $2,244.02 Dwelling - Custom, Model $1,627.90 Fund 10 BLDG $1,195.24 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 SMIP -Residential $13.38 Total Charged: $7,280.63 Fees Paid: $7,280.63 SRA Fees $95.00 Balance Due: $0.00 Receipt No: B481 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/20/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11, 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED X CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law down not apply to an owner of the properly who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section nee not a competed if the permit is or one dollars ($100) or less. IAM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS � ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' X] Compensation laws of California, and agree that if I should become subject to the workers' X Tf 10/20/2006 co pensation provisions ion 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date Prisions. X 10/20/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Stale laws relating to building Signat Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officeagents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE a injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for insp ction purposes. I hereby certify that I am the P Perty ow er authorized to ayt on the r owners behalf. CONSTRUCTION LENDING AGENCY Gam/_ G 10/20/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)53�8-'21140 PERMIT APPLICATION DATA SHEET ' v / - 2 1 `J Ci OWNER: �/r(�(�� / 1(C��y] ASSESSOR PARCEL NUMBER O /`tel / a2 L/ / )6Y� Mir Proposed Building Use: / V J 1 Permit Technician: i Date: Its required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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. i 4. Engineered truss details and layouts in duplicate. No faxesl �j 5. Letter from Engineer or Architect for truss design review. 1 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Re ining items needed to issue the permit. (Mayrequire additional plan review upon receipt of the following'items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 0 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ Erosion Control Plan Required........................................................................ Ir . 19 Fees as shown on the attached Schedule of Fees Due Sheet .............................. City of Chico Plumbing permit ................................... ..................................... .. ❑. 21. Site plan and business license approval from the City f Biggs ................ 22. California Department of Forest plan approval 0�d. Sent by: Q .1 23. Planning approval for (A) Use: �(B) Parking: (C) Parcel Check:.. ........ ❑ 24: Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... NPDESForm............................................................................................. 27 Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 8. Contractor's license information. (Number, Name Style, Classification) ................... .29. Worker's Compensation Carrier and Policy Number ......................................... -- 30. Owner -Builder Verification (_Given to owner,ailed to owner) ..................... 31. Letter of Signature authorization.................................................................... - 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ Legal description, ❑ M.H. Title, 'tle se rch, regisation or MCO .......................... - r36.)Other: (P�iiirCrrlrOn��sh,� ❑ Other: When issued Telephone and hold for pickup. I have been informed of the abov,,Otems and requirements for obtaining a building permit. 1. Index permit application for the above items numbered: RK,�� Plan Check Letter 2. Additional items required yV Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner dvised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer,ed of the above ptata by ❑ phone, ❑ mail, ❑ Date: Plans reviewed by: Plans approved by: Date: 16 h n Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner KEVIN ROWE APN No: 079-120-002 App Date: 9/1/2006 Permit No: BP 06-2119 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA Res Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION Permit Type: Subtype: Permit Desc: 1 41.1 $2,713.16 $1,085.26 $1,627.90 Balance of Building Permit Fee 0 $95.00 $204.98 $109.98 $1,180.26 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO I; is completed for applicant to take to respective district office. $1,290.24 $5,990.39 $1,627.9 $13.38 RECEIPT DATE Tech/Asst 461169 9/1/06 Tammie RECEIPT DATE DATE Tech/Asst RECEIPT DATE Tech/Asst OF PERMIT. Forms will be prepared after plan check 12 SCHOOL DISTRICT FEES* IOroville Elementary 091 /� •. 12a RECREATION DISTRICT FEES* Oroville v I n At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: 0 Date: L/O�G Pursuant to GovernflieWcb6^679ection 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 5 6 7 7a Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: 8 IMPACT FEES - RESIDENTIAL* Applications After 04/15/06 Per Dwelling SFD jPer Dwelling I Per Dwelling MH County 1 4249.11 3183.54 3238.7, Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.6E North Chico Specific Plan SR -1, SR -3, SR-1/PD 0 R-1 ° R-2 R-3 8801.091 7395.04 8897.09 7491.04 8390.091 6984.04 7604.091 6198.04 8486.4( 8582.4( 8075.4( 7289.4( Processing Fee is automatically added to impact fee total 1 $100.00 9 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# $200.00 DRAINAGE FEES* 10 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8.893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO I; is completed for applicant to take to respective district office. $1,290.24 $5,990.39 $1,627.9 $13.38 RECEIPT DATE Tech/Asst 461169 9/1/06 Tammie RECEIPT DATE DATE Tech/Asst RECEIPT DATE Tech/Asst OF PERMIT. Forms will be prepared after plan check 12 SCHOOL DISTRICT FEES* IOroville Elementary 091 /� •. 12a RECREATION DISTRICT FEES* Oroville v I n At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: 0 Date: L/O�G Pursuant to GovernflieWcb6^679ection 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 Kevin Rowe 16433 W. Hilton Ave. Goodyear, AZ 85338 602-622-7062 X: ID Re: Scott Rowe / General Contractor City of Oroville Butte County Building Department 7 Country Center Dr. Oroville, CA 95965 To Whom It May Concern: This letter is sent to inform you that Scott Rowe has been hired as the General Contractor / Builder for my home being built on Morrell Circle, in Oroville, CA. Scott has all authority and permission to perform all duties included in the regular course of construction of my home. This would also include communications with City and State Agencies, including submitting plans, applying for permits, scheduling inspections, etc. If you have any questions regarding this letter, please feel free to contact me at 602-622-7062. Kevin Rowe 0 • 9 / Sep 08 06 09:00a p,2 tl �VJ� v Z _ LA0 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building pen -nit will be issued until this verification is received. I. I personally plan to provide the ma• r labor and material for construction of this proposed property imp;'ement: YES [ NO [ ]. 2. I HAVE [✓ ] HAVE NOT j ] signed an application for a building permit for the proposed. work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY DATE: I& S- 0 6— 0 6 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/42004 . . } Sep 08 06 09:00a Butte County Department of Development Services TIM SNELLINGS, DIRECTOR i PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7609 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds OWNER -BUILDER INFORMATION Dear Property Owner: p.I An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified., For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. - if you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to -be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Divi ion MOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. owe �ENr o- nUTTr 0 0 pOellC Wo��9 Department C- o u n t J. Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive oroville, CA 95965 (530) 538-7266 (FAX) 53B-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgement ►LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: .-__. Date; /— Q (2 0 Butte C'ountyDepar-tment of-Dcveloprz2el2t Scl vrceS °�'' 21 0 .Si. 7 County Center Drive Oroville CA 95965 � (530) 538-7601 Telephone (530) 538-7785 Facsimile couNI BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture.<!to2r-14*t, R)Ut e, (,JMHS. I hereby acknowledge: 0 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I an: required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees.' Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: n Applicant Name: , � ABN: D -d l �?07 62— Building site address: 0 F:�� Permit No.: CMCJ " � d G� [ have read, understood and accept the terms and conditions as expressed herein as submission f the above-refe need building permit application and my signature below: SIGNATURE OF APPLICANT DATE indicated by my REQUEST FOR CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT hereinafter referred to as "Applicant", being the property owner or owner's agent desmng sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. -ocation of property: (AN-C!�.P.m Subdivision: J Property Annexed ❑ Property Not Annexed ❑ Property Annexation in Progress Kind of Service: Lot#: Block#: No. of E.D.U.'s this permit: Multiplication Factor: *Monthly Charges:_., jj 1(Uo Capacity Charge: �� 0 [ Residen ',at Residence of Owner Connection Fee: Rental (single family) 1 ❑ Rental (duplex) ❑Apartment SC -OR Facility Charge. t ❑ Industrial � �- ❑ Commercial Total Amount Payable This Permit: 50 ❑ Site plan reviewed ❑ Jobsite reviewed Remarks: The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. Signature of Applicant / Name of Owner if not Applicant Mailing Address of Applicant Lt 5�t.- Mailing Address of Owner Phone # of Applicant: 'Jl_ -- -�'LJ L(J Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. . 2. Installation of the. sewer service line pertinent to this application shall conform in all respects to District's specifications. 3 All structures fencing spoil materials engineered rill and retaining walls shall be placed on the property so their gravity loading is outside of the sanitary sewer easement. 4. Applicant shall secure permit(s) as. necessary from the County of Butte prior to doing any work, including encroachment permits'when work is within county right of way. 5. Installation of the subject sewer line shall be at the sole Bost -and expense of Applicant. 6. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. 7. All work shall be inspected and approved by District. 8. Subject to the above conditions -a District Approval and Verification form may be issued as the:District's permit. 9. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge. Payment of Fees/Charges required prior to final inspectio . P yment received by: [�C Date: I Receipt # ❑ CASH HECK # LAKE OR � P.U.D. By: Date: 'Permit *Monthly charge payable at the current rate at time of connection. ENCROACHMENT PERMIT °oo )i County of Butte Department of Public Works °c a° 7 County Center Drive Oroville, CA 95965 °� Phone: (530) 538-7681 Fax: (530) 538-4356 lrC YIO" All information except signature must be typed or legibly rinted Permit #: NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO IBESTARTED %� — / r Assessor's Parcel p�� Property Owner's Name: Number (Required): 1. % / ► `-' Lr 1el�j Phone://� ff�� Property Address: / PROPERTY 60 —6 70 6 L,� OWNER Mailing Address (If Differen} ) /6 333 id-, hq/'�1l Work will be Contractors Name: ctractor ❑Property Owner performed by: J`-'�Yon WORK PERFORMED BY Phone: <.— � 5' Fax: Contractor's License Number: Applicant is: Pr I / WE, the under or over the Coup Signature: / t Road affected: c1U S- Address:�� i%� �Od/ /• ` / '67' 1"-1v Certificate of Insurance currently es ❑ No on file with Deoartment7 Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other: .d, hereby apply to the County of Butte for an encroachment permit to do the following work under Lds and hi wa -sall i accordance with Countyordinances and general laws. Date Signed: �j —/ -:� Limc anu vwauw. of Encroachment: ❑ Permanent Encroachment ❑ Temporary: From 4 LOCATION Type of Encroachment: � Driveway ❑Roadway C1 Culvert ❑ Fence ❑ PipeJPipeline ❑ Sign/Billboard ❑ Other PERMIT CONDITIONS (To be filled in by County) To Site Plans ❑ Yes C1No Attached PERMIT IS: AGRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: t t7 o L Date Expiration L Surety: Issued: Date: / Date / mount d7V Paid theck // Receipt Paid:Paid: Ui 7 By: .:J a-lf No: /C/�l c/ No.: Mike rump, Director of Public Works By: \ Road District: Inspected By: Inspf hones =Completed - OK El Completed—NotOK For.Cotinty Comments: Res4lts/ C3Additional Comments Attached , Use Orily' Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one week. Form: 2oo5o6EP Page I of 2 ROBERT SHAW ENGINEERING 11401 Winter Moon Way, Nevada City, Ca. 95959-(530-265-3681) Memo to: Butte County Building Department Subject: Foundation j bl ct. review (501Vloie? (5 Rowe residence) \.Job #: 46=36 From: Robert Shaw Engineering Date: 11/09/06 Please be advised that this office has reviewed the site conditions for the subject project. More specifically, the field inspector expressed concern that the footing for the foundation walls had penetrated through the old fill and is bearing on native material. This office has inspected the trenching for the foundation and find the foundation is bearing on adequate native soils. It is recommended that the foundation work be allowed to proceed. If you have any questions concerning the matter, please contact this office. 06 - zt �� BUTTE COUIVT'Y BUILDING DIVISIOt APPROVED `14�1(0 :�. robert shaw engineering o(D JOB # JOB NAME i DESIGNED B DATE SHEET _ L OF tl r � 1 w 1 _ — - - - f. 4- 1 1 J , i ; 1 , i i 1 I f r ..i L F _ i i.. l r i �..+-:_.I-. L_l.,_:-.:—i.-:;;_.:-i._-_l..-�I-!__L _'__>..y,__ — __ _ i •r _'. ._L I. -I- _�� i _': _i._{_:. i J i e^'+h.n l:-G.-doo_. ..._•.-.+!•:.;-.•�::r;.�..sl,.::; e:.rr�:: •:+ -...: i::.. i I�. .+�: 2•.. :.'. 'LJ ; i u I { - 1 I � -�i 1. �, _{-_•1 — ' - _ _� _ �_ ( .�—j._1...: .1_ ! _ LJ.. , _ _I _ J. _ _. i...l/. _L.,: I ^ice J _ 1 _ �. ;. i i1„L _�-+ _;,__L i•..i-' `. _L_i, -Y_i`! _ _ _y_ _ i -•.- _�T�_-t.. - _ _!_' __ _ _ __ _ _ __ i... �- 1 i-: • ' _ ' i ' ` I I f � ' i i w..�._. �� _.L- - � ! - -'-1 - - - ! - � f .L._ _..1 � - -- - - ��, <. f'...i_.,L.. _ : ! f ; i i : , "' ' I I < r J I i! 1 I .: ! t 1 ' j l� i� _ .; i.:-.7...-.:':..>.::1-+:.-:'..-• - - -, I Lj! ' I , 1 i i 1 ! ''��...1_:i__! ' ' i I I •--LJ...1.. I- -l_T'- -!.._I — -- - - - I J I I L_ i i ...l...L_!..�._i•--' .....-i•-.a. ,i. _.... '__i-•"_. -_ _ .;. _:. .. 1._ - -Y-T I 11 1 ��I _ . �..j.,..l' : � 1 I 1 ! + ! 1 I -J _-i._ i ;' i i J -1'-- - -- •---'-4 r ; -L-LJ' .___ - - +. y. L11:1 INV SU R ING `. Lll r :...J._..._._._"__."_.__;,..,.:.-....-._..._...._i_.�-Lam_......!.....-;,._.; __•._ .._:__:._ _ I. 1 ..,-t ._' i_. - ; i RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Kevin Rowe 16433 W. Hilton Avenue Goodyear, AZ 85338 Recorded I Official Records i County of I But I CAiVM J. GRUBBS I County Clerk-Recorderl i i 09: @2 -Aug -2M I REC F -:E 13.00 LV Page i of 3 Space Above This Line for Recorder's Use Only 0R0/C A.P.N.: 036-610-002-000 File No.: 0403-2377797 (KB) INTERSPOUSAL TRANSFER GRANT DEED (Excluded from Reappraisal under California Constitution Article 13A ❑ 1 et seq.) The Undersigned Grantor(s) declare(s): DOCUMENTARY TRANSFER TAX $; CITY TRANSFER TAX $; SURVEY MONUMENT FEE $ This conveyance is solely between spouses and establishes the sole and separate property of a spouse and is EXEMPT from the imposition of the Documentary Transfer Tax pursuant to Section 11930 and/or 11911 et seq. of the Revenue and Taxation Code. This is an Interspousal Transfer and not a change in ownership under Section 63 of the Revenue and Taxation Code, and transfer by Grantor(s) is excluded from reappraisal as a creation, transfer, solely between the spouses of any co -owner's interest. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SHARI A. ROWE, SPOUSE OF GRANTEE HEREIN hereby GRANTS to Kevin Rowe, a married man as h•Is sole and separate property the following described property in the UNECORFORATED County of Butte, State of California: Attached hereto as Exhibit A. It is the express intent of the Grantor, being the spouse of the Grantee, to convey all right, title and interest of the Grantor, community or otherwise, in and to the herein described property to the Grantee as his/her sole and separate property. Date _ 07/19/2006, fc:n--_ X11 - St3A.ZI A. ROWE Mail Tax Statements To: SAME AS ABOVE 5: A.P.N.: 036-610-002-000 STATE OF tile- )SS COUNTY OF On _� 2 -7. ZO'D L, , before me, 01 YI W I kA210 Notary Public, p*rsonally appeared File No.: 0403-2377797 (KB) S In ck I -i h . I2lyy personally known 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. Signature toc- My Commission Expires: y % 1 y ERIN WIBBING ` NOTARY PUBLIC - ARIZONA MARICOPA COUNTY My Commission Expires ;. 2010 This area for official notarial seal Notary Name: C311 ✓1 W i Vim; n C Notary Phone: U 2 3 — cj 2- S- y--7 O Notary Registration Number: 2100 --1' y 3 County of Principal Place of Business: us A Page 2 A.P.N.: 036-610-002-000 Interspousal Transfer Grant Deed - continued File No.: 0403-2377797 (KB) EXHIBIT A LOT 53, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 1, 1963, IN BOOK 30 OF MAPS, AT PAGE(S) 38, 39, AND 40. c ►�►ice ►�►i 07P Recorded Recorded I REC FEE AND WHEN RECORDED MAIL TO:' } _ 14 ' nff; r.; t a— "_ , BUTTE COUNTY BUILDING DIVISION County of I COPIES 7 COUNTY CENTER DRIVE Butte I OROVILLE, CA 95965 CountyNM J. BS RECO I rderl I CW 010:4M 12 -Sep -2006 I Page 1 of 2 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_ O PROPERTY OWNERS: c State of California ) 5� p County of pArC�� YCc� �0� �Ov I��tr�c On before me, pers6nally appeared .i(YL w -e personally known 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 i trumen . WITNESS my hand an ffi ial s :r-� Up6cHTU FLETES Signature Seal. Notary Public - Arizona Maricopa County My Commission Expires A.P. # O� `'( ^' O�� • ,y,: ' March 30, 2008 10.00 2.50 .1,•d elo:Go 90 BO des A.P.N.: 036-610-002-000 Interspousal Transfer Grant Deed - continued File No.: 0403-2377797 (KB) EXHIBIT A LOT 53, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 1, 1963, IN BOOK 30 OF MAPS, AT PAGE(S) 38, 39, AND 40. G R ti California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# 0 6 - 4' 1" D Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement standards , and the California Building Code, the following checked items are required by CDFButte County Fire Department and T made part of this permit. These requirements are minimums and may be superseded by Butte County local r regulations, which exceed these standards. Butte County Building Inspectors will make the compliance inspections. 1272.00 -Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 T information will be provided. 1 1273.10 Driveways T [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public x Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the -midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and T turnarounds. U 1273.03 Roadway Grades T [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius R [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, `the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts N [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. T S Revised 0(1!25/06 1 1273.07 Roadway Structures [XJ (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed,or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [XJ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.11 Gate Entrance ° [XJ (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [XJ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 12.76.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J Your parcel is larger then I acre but your required minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. ]' (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. [ ] Your parcel is less then 1 acre and your buildings and accessory buildings meet the 30 foot setback requirements from all property lines and/or the center of the road. Revised 07/25/06 2 Same Practical Effect for Buildings less then 30 feet from property line: If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) • 1Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements Butte County Improvement Standards Installation of Residential Fire Sprinklers [X] -!f your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2006 704A.1 Roofing. 704A.1.1 General [X] Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. 704A.1.2 Roof coverings [X] Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys [X] ✓hen provided, valley flashings shall be not less than 0.016 -inch (0.41 mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters [X] 1%oncombustible screens on gutters. Roof gutter shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation. 704A.2.1 Ceneral [X] )then required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. Revised 072i/06 3 704A.2.2 Eave or cornice vents. [X] Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. [X] Fully enclosed noncombustible eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or non combustible construction on the exposed underside. All of the Butte County Fire Department requirements are posted on our website at http://buffefire.org/Fireprevention/protplan/protplan.html SEP 0 6 2006 Date Revised 07/25/06 4 Darren Read Fire Protection Planning v robert Shaw engineering STRUCTURAL CALCULATIONS For job* G L — -307Z- Date: - 0 rV { Sheets 1 - t, I �Gp�o J�Ootoio(� '10F to� S 1. Any proposed modifications to the approved plans and these calculations shall be brought to the attention of the engineer of record. Any Modifications not approved by the engineer of record eliminates the engineer of record from any liability for the .�project. . 2. if these calculations were performed without the benefit of a soilsJgeologic report, values used for soil bearing, etG. alb Wwned to Ise valid f9r the soils ip the area or t- provided by, the local building department Any unusual or unstable conditions encountered in the field should be brought to the attention of the engineer of record; failure to notify the engineer of record will eliminate any liability for the engineer from any problems resulting from soil conditions. Cy�1PUFs[�� 11401 Winter Moon Way A CONSULTING ENGINEERING FIRM 9 547 UREN ST.,-SWE , NEVADA CITY, CALIFORNIA 95959 9 (530) 265-3681 �Vw�Vl1 JI 4%.A YY lyll IVVI 11 Iy JOB NAME JOB # Z� DESIGNED BY �_dA DATE ! SHEET OF • i 7 _ t -1 ;1 + i } •;• .� �.-.,._... i 4 ' _ j � 1 F • s, r. 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T r._�---�-IL-1-. _.:. .. �....�_�.. :_^- ! 4 .f--- � _ ;- ' r.. • . -µ! : 1 i •}.fit �i �_r.l • �_ _+-4 ,..: __'-- - �-- t - - - 'r- %- -.+ _.'_..e_ � �- _ _ � i.w.--� _71,! � I 1 ! f { + ' i s + s � � ___ �t. _}_1..;_ ' t_S. _ ,_ .i. � ___-_:-1-' i-� _ • ! • , i � r 4 ? i _ 1 _� 1 1 ?, � l i _, - � � - -, �L�i - -- -- - - - - - . _.a. _ _; . _ ` ---i-%-�" ;^'-^'I T..f_�.. -�---i ii'{—j 1 i t _� •`l._'_ --_ _'-�- i -1 �-f- ^j y_-;.-.._.: — _ � -L S 1 t -•— j11 i 1 1 , i i + ' , r O LOOMIS OFFICE O MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. e Loomis, CA 95650 Marysville, CA 95901 T Phone: (916) 652-4655 Phone: (530) 743-8855 IZCISS Fax: (530) 743-8856 Truss Fax: (916) 652-3860 ittal Sub� 1' Designed By: Office Phone: Office Fax: Plan/Elevation: 1753 Matt Balch Date: June 20, 2006 Technical Representative: Richard Shippen * All enclosed drawings are in alpha -numerical order * Client Scott Rowe Work Order # 0610606 Floor System: 10 1 Roof System: 1 O Project New Residence Oroville, Ca�.�T� ��U14TY Site Phone: UILID6NG DNIS1C Site Contact: O Original Submittal WEYSEAR O Complete Revision O Partial Revision: Replaces individual drawings 0 Addition: Add to Original Submittal Optional vent 3.4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING DWG# 0002065035 opening per design drawing. Max. 12" eave • unless noted on drawing. Pitch per design 3_4 3-4 drawing. Gable End Truss Solid block between trusses for nailing of diagonal brace, attached to sheathing and Brace Interval as + truss each end, typ. specified on the approved engnineering drawing or standard detail or chart. Typical 2x_ sbongback Truss spacings per designs. (whaler) brace along back face of gable, braced with 2.6 • or - 45 degree diagonal 5=3-4 2x_ (hp) braced to roof 5=3-4 'onnector sheathing as shown. plates shown are forexample only. See actual truss design for required plate sires and onenfadon •• - • - •—_ _ ,..,., . ,. , a_,.. - Structural gable trusses will generally —TaG7e have diagonal and vertical members other that those shown above WALU BEARING SUPPORT tru s rscontinuou e ring ex ep may a on indivicruai desipdrawings. + Indicates stud members that require bracing) END (FACE) VIEW SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3);IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING IN MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR/ DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE,#I" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION `` SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR T ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL u '` IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT _.ASi �7EM APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP OI IG I Iry 4 82 CAI ;U LCNI\ 1/Ot !� DATE: X3//20/2002 �Q REF: GB -1 fpP DES: L.M. PEAK PLATE: 3.4 (2x4( 5.5 (2x61 6.6 (2x81 It II I �I II II II 1 4 1.5.3, BC SPLICE; 3.4 (2x4) 5-5 12x8) 6-6 (2x8) A MAXIMUM 40 PSF LIVE LOAD. 00 MPH WIND EXPOSURE C. LESS THAN 20'-0' WALL HEIGHT, ��'?Allvl'oFEUARZ' CING DETAILS • M OF No. C 440 � );; Exp. 12/ 1//)) MAXIMUM 1'-0' EAVE WITH 6'•0' MAXIMUM BLOCKS 32'o,c. SAVE, BRACE SPACING MAXIMUM. WITH 4x7x2 /22 OR BTR. OUTLOOKERS CUT INTO GABLE 32'o.c. 2x4 /2 MINIMUM CONTINUOUS STRUCTURE A BRACED AX ROOF STRUCTURE AT 6'•0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'•10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 4'•1.5'CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4'StUD/STANDARD, STUDS TO BE MAXIMUM 24'o.c. HEEL PLATE; 3-4 (2x4( 6.6 (2x8) 6.6 (2X8) CONTINUOUS BEARING WALL BRACE (WALL BRACING PER BUILD 2x4 CONTINUOU8 BACKING WITH 16d NAILS AT 24• c.c. TO THE WALL PLATE. GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWNI SECTION A SHEATHING TO GABLE 2x4 SOLID BLOCK WITH 3.16d NAILS EA. END AND Bill NAILS FROM SHEATIIINO Bd AT 8• o.c. GABLE STUD {TRUSS, 8d AT 6' c.c. TO BLOCK AT 8"o.c. I I — TWITH 1.16d 16d AT 24' o.o. '1 Y..NOTCH Q32• o.a2.16d1CW LID BLOCK AT 7. 2.18d TOE• 24•o.c. 2x4 BRACE NAILED EA. END 2.1 ed I Y WITH 4.164 NAILS 'T/1•+O O'` til'ACRJI,i UAIE SCC C UBC CONTINUOUS WARNING Read all note# on thli ehee( and give a copy of It to the Erecting Contractor, Z/ 1 /g 9 ton , O,n d...u,' u r.rppunonl.xnub.n Need Un .pouncwoo. p, do br the C mpon.nl manutbown#RO ppn6 m .�.n.,le�u;..nl� m. cwrom ruuun. ul IPI6llpAFPArles.lnmw.•ne. r'la rssHl,Tu wlnntitl ray OM6xY16-I -- uuw.t up LAI.TIxNIYxNi41 nynl.nd!m buddmp deVpner pray to Ishnodlon Tho buixlinp tlntpn.r .nap..cpp,n that Me todedmyu mua W ..u.d the krdmp ngwsod byIho xx;aI budding cW).u 4 -Mined tel tM lop Chyd 4 Wpa.Y 0 mw by IMvlmnp and In. OClom cnord s Ul.raOy 3NCM1 oY A npd eh.Atmnp mal6nel duaetq allaCmd. unless othwv yi nolen on,,.nahn 4l.i.l.uPPnn 01 cwn,onenlY'n-drn-11 10 r.Juc* buc.unp lenplh. Thu corn, x nl .raylrad be placed .nwyvn.&Ix�i1r GABLE DETAILS ..u...m..Eur.�nt.�aln...ddM�.dtp.�y�..�n ,y PI...o.o>�n...br14..,�.. . 117U$WM, SY�ILMS COf7NQQAIK)N .u•iMn -11 In. hob.,np .I.rx{.ty, 'TRU3WM MANUAL' by Tru—.1.'OUAUtY CONTR .110 �� Vlo Y11.. ~ W000 lixlSses' 10#F#61.-mmou110 W#TALUNO ANO 11 -ONO METAL PLATE CONNECT[ W000 rOR MRAL /LAT! COIWlCTLD CO 11f44A11Y 51ikC f' hY ip The Tru.1 PW.In.IdW. (TRE y IOCaIW 41583 D'Onah100rrn, Malh.on, W,KOr1M 67 Tr4jdQleh.IwA 01) WW Fp.y an9', Y.p.r Auoc"l IAP/A) y lo"en'd Of 1250 COMOC L4 M.. NW. 64 20D. WYHx1pI0n, DC 20076. (2) 16d TOENAIL — CONT. 2X4 4050 SUPPORT TRUSS 72" O.C. TYP. 1630 P3260 1630 12 Q5 1630 PIGGYBACK DETA \ \ PIGGYBACK . T 3 1/2"X8"X1/2" PLYWOD GUSSET AT EACH END OF TRUSS (AND 6'-0" O.C. FOR SPANS 36' AND LARGER) ATTACH WITH (4) 1.5" LONG 8d NAILS. USE 2X4 AS AN ALTERNATE WITH (4) 16d EACH END. 3245 1630 24" 1630 1630 SP 3260. 1.5X3 — — — 2X4 CONTINUOUS SUPPORT BRACING. ATTACH TO THE TOP SIDE OF TOP CHORD OF • REQUIRES 2X4 BRACE WHEN TRUSS SUPPORTING PIGGYBACKS WITH (2) 10d VERTICAL EXCEEDS 5'-0" 2 NAILS BRACES AT 10'-0" ETC. �qOF No. 4 82 exp 12 /06 A / V 1v-/a�? ALTERNATE SHOULDER DETAIL TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 11/14/02 Users of Truswal engineering: 0001003160 . g 9 TX01087001 The TrusPIUsTM engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will. show the required number and approximate locations of braces for each member needing bracing. In general, 'this ' bracing is done by using Truswal Systems Brace-ltTM or a 1 x or 2x member (attached to the top or bottom edge of the member) - running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when -CLB bracing is not possible or desirable) that will -also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be -nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at_ 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of. 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building: designer. EXAMPLES 90% L 90% L Please contact a Truswal engineer if there are any questio 2. c:4n'soificelwinwordlbrace•new.let r pl Roofline 31D Lay a�aDa� TRIUMIMA6 II�IL U S y S t e rr 2 CHAR D S H =PPE N S COT T R O W E 1753 PLAN SALES REP RS DUE DATE DSGNR/CHKR MA / BW TC Live 16.00 psf TC Dead 14.00 psf BC Live 0.00, PSE BC Dead 8.00 pS.E Total 38.00 psi lO 0 N O N r 9 LO Wo# 0610606 Date 6/17/2006 6:01 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. .Spacing : 24.0 Code : CBC -01 #Tr/#Cfg : 43 / 0 Job Name: RICHARD SHIPPEN Truss ID: AG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Platin spec AtSI/TPI 1995 This truss is designed using the OBL BLK 2x4 DF�l STANDARD >MI`TIPSE L ISS � C.UWOSITE RESULT OF Bldg Enclosed - Yes I,,tance Factor - 1.00 PLATE VALUES PER IBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING Trus; Location - OR End Zone Loaded for 10 PSF non -concurrent BCLL. Ma for blocks. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 AND 3" RANGER NAILS FOR MULTI Hurricane/Ocean Line - No Exp_Catego - C 62.00 ftBid:%5,h 9.00 ft use adequate staples gable BUILDING DESIGNER MUST VERIFYGABLELOADS! Cilt tfacels, -PLY -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS I ON RE-EVALUATED BER BldgLength - th . Mean roof height - 11.2 ft, nph - BO CBC Standard Occupancy, Dead Load 13.2 psf e9xp�olsedrtoirnnd Tooiadd applied See "General Cable Details', 0702065035. PLATING BAtEEDD VALUES. 16.00 psf 1 3-10-3 1= 0-4-3 6 A6 I-T-TPTob T08 2-8 -0 12-0-0- 0 I 6-0-0 1 6-0-o t 1 2 3 4 5 6 7 8 9 7r DD M THIP 2 04-3 -D-O VJ o.10 11 ago a3o t34o � t36o 17TYPIC�TE : 3 � OV COW NTINUOUS SUPPORT V►4 �an��°es ilionedasgsI TiowrTalib e'SRi�g�b�e' tstid' e5 1 le. 6/19/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an IrdvIduW bMng compment not truss system ft has been based on specificalors Provided by the component manufacturer W0: Drive_T_0610606_L00005_300001 ® and done In ao=tW=with the cured versions of TPI end AFPA design standards. No responsibility is assumed for dimensional s000my. Dimeslons Ds g n r : MA # LC = 16 WT : 79# are to be wftflm by the component manufacturer amlor building designer poor to fabrication. The building the that designer must ascetein toms TC Live 16.00 psf L i ver Du r L=1.2 5 P=1.2 5 HOMEWOOD thattopchord utilized erecemtheloadinglmpoambythetocalbMMcodDolditPaNedarappB�enn. The fl,e "�ft b thm Laterally O aced by the roof or floor sbeang athe bottom chord is IateaOy braced by a dga sheathing materia! directly attached, unless otherwise ® TRUSS rpernts members onlyto reduce boiling IaVlh This oo pones shall not be paced in any mom emang st~ is for lateral support of omm orcumoocectorplateoarosim. Fa!�uatte hehme bwao evironmemmatwtbraursethe moisbaecontetofthe woodtoameedi9%anNm TC Snow TC Dead 0.00 psf 14.00 psf Sn p Mur L=1.15 P=1.15 Rep br Bind Comp /Tens 4415 Nor;hpa rk Dr. em txeas N ce that blas acoor lance with due tdtowng stamaras' •Joird am Citing Demi Reports avaoatto as output rrom TwAd smudre' BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 ANSVTF1 11% VVrCA V- V%4md Truss Council of America Standard Design Responsibilities, WLDINIG. 001APONENTSAFFETYINFORMATION- SC Dead 8.00 psf o.C.Spacing 2- 0- 0 (BCSI 1-03) and BC5 SLIMARY SHEETS by wrCA am TPI. The Truss nate Institute (TMST is located at 563 D'OnoMo Dive, Munson, TRUSPLUS 6.0 VER: T6.5.2 V01smrsin53719. The American Form and Paper Association (APPvyislocated at111119IhStreet, Nw,Ste 8do,wasrdrgtor%DC; 20MB. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job Name: RICHARD SHIPPEN Truss ID: B1 Qty: 8 BRG X -LOC REAR SIZE REQ'D TC 20 DFL dl Plating spec : ANSI/TPI - 7995 This design ba;ed on chord bracing applied 1 0- 1-12 1368 3.50 1.50 2 31-10- 4 1368 3.50" 1.50" 2x4 DFL F1 wEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT &1607. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, per the following schedule: Max O.C. from TC 24.00" 13- 0- 0 to 19- 0- 0 BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent SCLL. THEY ARE BASED ON 1.S" HANGER NAILS FOR UPLIFT REACTION(S) (SCSI 1-03) and SCSI SUMMARY SHMTs by WrCA and TPI. The Tnrss Plate Institute M Is located at Sea D 0nof io Drive. Madison. WlAseonsin53719. The American, Forest and Paper Association (AFPA)Islocated at111116mStreet. NW, Ste 800,V shinglon,DC20038. on the truss material at each bearing Drainage must be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -244 lb 2 lb MAX DEFLECTION (span) : RATING BASED ON WEN LUMBER VALUES. This truss is designed using the GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY WERS). Support -244 L/999 MEM 10-11 (LIVE) LC 15 CBC -01 Code. L= -0.09' D -0.21' T= -0.30" Bldg Enclosed - Yes Importance Factor 1.00 CRITICAL MffFBFR FORCES' TC COM.11)1122R��J� TENS. DOR. CSI 1-2 365 1.60 0.71Bldg Truss Location . Nod End Zone Hurricane/Ocean Line a No Category - C -19201. 2-3 -1731./ 431 1.60 0.50Mean 3-4 -12271.25/ 342 1.60 0.42 Length - 62.00 ft B1 dg Width . 49.00 ft root height . 13.7 ft, Mph 80 CBC Standard Occupancy, Dead Load 13.2 psf 4-S -17341.25/ 431 1.60 0.50 5-6 -19201.25/ 365 1.60 0.71 a-1 .O R 1 25 7 8 % 51 68 0.659 6-9 -1861.60 / 1216 1.25 0.55 9-30 -18.60 / 1216 1.25 0.55 10-11 -3365111.60 / 1568 1.25 0.S9 M COMP. DUR. / TFRS. OUR. 6I 2-8 -364 1.25 / 225 1.60 0.21 3-8 -152 1.60 / 535 1.25 0.22 3-9 -284 1.60 / 319 1.60 0.34 4-9 -284 1.60 / 319 1.60 0.34 4-10 -1S2 1.60 / 535 1.25 0.22 5-10 -364 1.25 / 225 1.60 0.21 7-11-3 0-4-3 B -0B 0 5-05-0 0 6-06-0 0 5-05-0 0 8-08-00 8-0-0 13-0-0 19-0-0 24-0-0 32-0-0 13-0-0 6-0-0 13-0-0 1 2 3 4 5 6 7.00 5-6 5-6 7.00 9-1-1 SHIP x 0-4-3 B1 B2 W:308 W:308 R:1368 R:1368 U:-244 U:-244 F2--ol2�0� 32-0-0 7 8 9 10 11 10-010-0� 6-06-0 0 6-0-0 10-010-001 10-0-0 16-0-0 22-0-0 32-0-0 6/19/2006 ® HOMEWOOD WAKIV/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component no truss system R has been be on specifications provided by the corponent manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the roads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bosom dead is laterally braced by a rigid sheathing material directly attached. unless otherwise Cust: SCOTT ROWE WO: D ri ve_T_0610606_L00005_100001 Dn r : MA #LC = 16 WT: 205# sng g TC Live 16.00 psf 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu O ®TRUSS rated. Bracing shown is for lateral support of components members only to reduce budding length. This component shah not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, Install TC Snow psf TC Dead 14.00 psf r L=1.1$ P=1.15 Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. end Cunt/ Detail Reports' available as outpom Trussoftware, and brace this buss In accordance with the following standards: •.him m n psf BC Live 0.00sf 1.1$ / 1.00 / 1.00 Colo Springs, CO 80907 'ANSA 1'. wrCA V- Wood Truss council of America standard Design Responsibilities, BUILDING COMPONENT SAFETY INFCRMAnON - BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1-03) and SCSI SUMMARY SHMTs by WrCA and TPI. The Tnrss Plate Institute M Is located at Sea D 0nof io Drive. Madison. WlAseonsin53719. The American, Forest and Paper Association (AFPA)Islocated at111116mStreet. NW, Ste 800,V shinglon,DC20038. Bldg Code: CBC -01 DEFL RATIO• L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: B2 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL /1 2x4 DFL S1 Platingg�spec : ANSI/TPI -1995 This design based on chotd bracing applied following 1 0- 1-12 1216 3.50" 1.50 2 31-10- 4 1368 3.50" 1.50" DFL p ATE THIS DESI IS THE COMPOSITE RESULT OF MULTIPLE LARE per the schedule: 24.00" 0 BRG REQUIREMENTS shown are based ONLY VALUES PERXICBO RES4 EARCH REPORT #1607. Loaded for 10 PSF ran -concurrent BCLL. IF HHANGERSANDARD INDICATED ON THIS DRAWING, THEY ARE BASED ON 1. S•• HANGER NAILS FOR TC 13f 0 19- 0-0 UPLIFT REACTION(S) on the truss material at each bearing Drainage oust be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -20D lb MAX DEFLECTION (span) : PLATING BASED ON WEN LUMBER VALUES. This truss is designed using the GIRDERS. IF 2.S•• GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAFRs). Support 2 -244 lb L/999 MEM 10-11 (LIVE) LC 15 L= -0.09' D= -0.21' T= -0.30" BC -01 Code. Bldg Enclosed Yes Iortance Factor - 1.00 mp 535 1.25 0.22 5-10 CRITICALCRITICALMEMBERFORCES:S: Truss Location . G1 End Zone TC COMP.JOUR. / TENS. OUR. CSI 1-2 -19201.25 / 365 1.60 0.71 Hurricane/Ocean LineNoExp.CategoryC2-3 Bldg Lenggth 62.00 ft 81dg Wiidth.49.00 ft3-4 -17331.25 / 431 1.60 0.50 -12271.25 / 342 1.60 0.42 4-5 -1734 1 25 / 431 160 0 50 Mean root height - 13. J7 ft, mph - 80 CBC Standard Occupancy, Dead Load = 13.2 psf 5-6 -1920 1.25 / 365 1.60 0.71 8-08-0 0 5-05-0 0 6-06-0 0 5-0-0 8-0-0 8-0-0 13-0-0 19-0-0 24-0-0 32-0-0 13-0-0 I 6-0-0 I 13-0-0 I 1 2 3 4 5 6 7.00 5-6 5-0 7.00 9-1-1 SHIP x 0-4-3 B1 B2 W:308 W:308 R:1216 R:1368 U-200 U-244 3 12-0-0 - 2-0-0 7 8 9 10 11 10-0-0 6-0-0 6-0-0 10-0-0 1 10-0-0 16-0-0 22-0-0 32-0-0 6/19/2006 ® HOMEIn/OOD TENS. 01.025 758 5010.60 % 09511 9-10 -186 1.60 % 1216 1.25 0.55 10 -ll -335 1.60 / 1567 1.25 0.59 WE COMP. DUR. / TENS. WR. CSI 2-8 -364 1.25 / 225 1.60 0.21 3-8 3-9 -152 1.60 / -284 1.60 / 535 1.25 0.22 319 1.60 0.34 4-9 -284 1.60 / 319 1.60 0.34 4-10 -152 1.60 / 535 1.25 0.22 5-10 -364 1.25 / 225 1.60 0.21 8-08-0 0 5-05-0 0 6-06-0 0 5-0-0 8-0-0 8-0-0 13-0-0 19-0-0 24-0-0 32-0-0 13-0-0 I 6-0-0 I 13-0-0 I 1 2 3 4 5 6 7.00 5-6 5-0 7.00 9-1-1 SHIP x 0-4-3 B1 B2 W:308 W:308 R:1216 R:1368 U-200 U-244 3 12-0-0 - 2-0-0 7 8 9 10 11 10-0-0 6-0-0 6-0-0 10-0-0 1 10-0-0 16-0-0 22-0-0 32-0-0 6/19/2006 ® HOMEIn/OOD WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an hflvk uai building component not toss system It has been based on speciflcetions provided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads ubfted on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes mat the top chord Is laterally braced by the roof or flow sheathing and the bottom chord Is Wtemily braced by a rigid sheathing material directly attached, unless otherwise Cust: SCOTT ROWS W0: Dri ve-.T_0610606_L00005_100001 DS n r : MA #LC = 16 WT: 201# g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 ® TRUSS R noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, Insta6 TC Snow 0.00 psf TC Dead 14.00 psf p SnowDu r L=1.15 P=1.15 Re Mb r Brill Com /Tens p / p 4445 Northpark and brace this miss b accordance with the following standards: •Joint and cutting Detail Reports• available as output from Tnswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 'ANSVTPI 1'• LATCA V- Wood Truss council of America standard Design Responsibilities,'BUILDING DOMPONENf SAFETY INFORMATIohr. BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 (BCSI 1-03) and'BCSI SLWMARY SHEIEW by WTCA and TPI. The Truss Plate Institute (TP0 is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Vlisconsin53719. The American Forest and Paper Association (AFPwis located at1111191hsbeeLNW,se8o9,washirgton,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: BF Qty: 1 TC Live 16.00 psf TC Snow 0.00 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plati�n�gg��spec : ANSI/TPI - 1995 This design based on chord bracing applied r L=1.15 Rep Mb r Bnd /Comp /Tens 1 0- 1-12 1612 3.50" 1.72" 2 31-10- 4 1750 3.50" 1.87" 2x4 DFL SS 4-6 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS OESI IS THE ITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS ORAWING, per the following schedule: max o.c. from to TC 24.00" 13- 0- 0 19- 0- 0 Colo Springs, CO 80907 BRG REQUIREMENTS shown are based ONLY CBL BLK 2x4 DFL STANDARD THEY ARE BASED ON 1.5" HANGER RAILS FOR UPLIFT REACTIONS (SCSI 1-03) and SCSI S1JN9dARY SF¢E15 by WfCA and TPI. The Truss Plate Institute (TPC Is located at 583 D'CYrofrb Drive, Madison, Wmconsin53719. The American Forest and Paper Association (uvA)islocated atitif 19th Street, NW, Ste 8DO, Abshington, DC 2DD36. on the truss material at each bearing PLATE VALUES PER IC80 RESEARCH REPORT #1607. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY support 1 -2265 lb MAX DEFLECTION (Span) L/999 MEM 7-8 (LIVE) LC 15 Loaded for 10 PSF non -concurrent BOLL. Drainage must be provided to avoid ponding. GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED OTHERS Su rt 2 -287 lb This truss is designed using the L= -0.09' D= -0.21' T= -0.30" Ma use adequate staples for ggable blocks. BUILDING DESIGNER MUST VERIFY CABLE LDADS! Permanent bracing is required others) to prevent rotation/toppling. ee BCSI 1-03 CBC -01 Code. Bldg Enclosed Yes Importance Factor . 1.00 CRITICAL MEMBER FORCES: TC CG4P. (WR. / TENS. WR. CSI [+# gable bracing required B 58" intervals, i and ANSI//TPI 1. �T ED ON GREEN LUDBER VALUES. Truss Location Not End Zone Hurricane/Ocean 1-2 -2392(((1.25333333/ 98 1.60 0.86 See ' °neraloGwn able�DeaLailsP�i0�D0206 35. � ry 9^62100 ft�8ldg 4fidthe2o 4900 ft 2-3 -22021.25/ ]97 1.60 0.60 Mean roof height . ]3.J7 ft, mph m 80 g 3-4 -1591 1.25 / 131 1.60 0.68 4-5 -2268 1.25 / 158 1.60 0.54 CBC Standard Occu cy Dead Load m 13.2 psf ----------LOAD E #1 DESIGN LppgqppS5 ---------------- S-6 -2533 1.25 / 65 1.60 0.84 Dir L.P1 L.Loc R.PIf R. Loc LL/TL BC COMP. WR.)/ TENS. WR. CSI 1975 1.25 0.67 TC Vert 76.00 - 2- 0- 0 76.00 0- 0- 0 TC Vert 60.00 0- 0- 0 60.00 7- 0- 0 0.42 0.53 7-8 -99(1.60)/ 8-9 / 1574 1.25 0.62 9-10 1587 1.25 0.64 TC Vert 85.00 7- 0- 0 85.0 32- 0- 0 TC Vert 76.00 32- 0- 0 76.00 34- 0- 0 0.50 0.42 / ID -ll -51(1.60)/ 2058 1.25 0.69 BC Vert 16.00 0- 0- 0 16.00 32- 0- 0 0.00 WE COMP. WR. / TENS. WR. CSI 2-8 -430 1.25 / 187 1.60 0.23 3-8 -178 1.60 / 594 1.25 0.24 3-9 -273 1.60 / 329 1.60 0.32 4-9 -292 1.60 / 309 1.60 0.35 4-10 -62 1.60 / 690 1.25 0.28 5-10 -515 1.25 / 139 1.60 0.25 8-08-0 0 5-05-0 0 6-06-0 0 5-05-0 0 8-08-00 8-0-0 13-0-0 19-0-0 24-0-0 32-0-0 13-0-0 6-0-0 13-0-0 1 2 3 4 5 6 7.00 -7.00 4s-�Sl B1 B2 W:308 W:308 R:1612 R:1750 U:-265 U:-287 32-0-0 7 8 9 10 11 10-0-0 _11 6-0-0 6-0-0 10-00 10-0-0 16-0-0 22-0-0 32-0-0 TYPICAL PLATE: 1-3 6/19/2006 ® HOMEWOOD WAHN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system Ithas been based on specifications proAded by the component manufacturer and done In aocomance with the mrrem Versions of TPI and AFPA design standards. No respamtxiity Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or Wilding designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading Mposed by the local Wilding code and the particularapplication. The design assumes that the top chord Is laterally braced try the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Cust: SCOTT ROWE 000: Dri Ve_T_0610606_L00005_100001 Dsg n r : MA #LC = 16 NR: 37 S# TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu P=1.15 ®TR USS noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 10% and/or cause connector plate conosion. Fabricate, handle, install psf TC Dead 14.00 psf r L=1.15 Rep Mb r Bnd /Comp /Tens 4445 Northpark Dr. and brace this truss In accordance with the folloWng standards: Joint and Cutting Detail Reports avaliabre as output from Truswal soRware, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVINr WCAV-Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1-03) and SCSI S1JN9dARY SF¢E15 by WfCA and TPI. The Truss Plate Institute (TPC Is located at 583 D'CYrofrb Drive, Madison, Wmconsin53719. The American Forest and Paper Association (uvA)islocated atitif 19th Street, NW, Ste 8DO, Abshington, DC 2DD36. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: C1 Qty: 2 BRG X -LOC REACT SIZEREQ'D 1 0- 1-12 372 3.50" 1.50" 2 5- 7-12 372 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/999 MEM 4-5 (LIVE) LC 8 L= 0.00" D= 0.00" T= -0.01" CRITICAL MEMBER FORCES: TC 1.(WR.)/ TE%S OUR.) CSI 1-2 -252((1.25))/ 74((1.60)) 0.08 2-3 -252(((1.2533/ 74(((1.6033 0.05 TENS S 5 COMP- 8 1W.6�0)% 188 1.25 091 WB C14P.(DUR.)/ TENS. DUR. CSI 2-5 / 51 0.90 0.03 TC2X4 DFL #1 WEB 2x0 2x4 LL STANDARD TIGEBEO1AL� 91607.FATINBASED ON SEN LUMBER VALUES. I 2-0-7 1 044-3 PlatinyyS�sppeec • ANSI 1995 THIS OESIC+ IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY H�S2'I�EAAD(Sf)NMUTBEREE-VALUEBYOERs. 22-1012 „+ 2-1012_ 2-10-12 5-9-8 2-10-12 f 2-10-12 + �1 2 3 7.00 -7.00 'I 5-A R:372 R:372 U:-110 U:-110 3-2-5 0-4-3 SHIP UPLIFT HFACf1ON(S) .0 lb ppo 11 utsssigb Thismidesigned the CBC -01 Code. Bldg Enclosed - Yes, Inportance Factor . 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - NoE Category - C Bldo Lenoth a 62.00 ft. B1da dth = 49.00 ft Mean roof height - 11.02 ft -ph Ito CBC Standard Occupancy, Dead,Load = 13.2 psf 2-0-0+ 2-0-0 J n 2b07 5-9-8 4 \P 210-5 2-10-12y►�. 2-10-12 5-9-8 i-1 e �Ian��,�°e� sass'�1ha8rfve'Shif�' ��d►� tiorDtafl96/19/2006 �� .e . WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design is for an Individual building component not friss system 9 has been based on specifications provided by the component manufacturer W0: Dri ve_T_0610606_L00005) 00001 ® and done in accordance with the amend versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r : MA g #LC = 15 WT: 34# are to be verified by the ampm onemanufactures and/or building designer prior to fabrication. The building designer must ascertain that the meds TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 P=1.15 HOMEWOOD utilized on Oftdesign meet or exceed the wading Imposed by the load building code and the particular application. The design assumes that the top mord Is laterally braced by the roof or floor sheathing and the bottom mord is leteraly braced by a figid sheathing material directly attached, unless otherwise p ® TRUSS noted. Gracing shown Is for lateral support of components members only to reduce budding length. This component shall not be placed w any enWonment that will cause the rmm istucontent of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install TC Snow TC Dead 0.00 psf 14.00 psf SnowDu r L=1.15 Rep Mb r end /Comp /Tens 1 4445 Northpark Or. and brace this truss In accordance with me following standards: Joint and CuWN Detail Reports• available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 90907 'ANSUTPI 1', WTCA V- Wood Truss Council of America Standard Design Responsibilities, IBUILDING COWKWWSAFETYINFORrownOrr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and 1=1 SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 593 D•Onofrio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 WsconsinS3719. The American Forest and Paper Association (AFPA) Is located at I I I I 19th Street, NW, Ste 800, Washington. DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: CAP Qtv: 24 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFFL a1 0- 1 5-12 401 3.50 1.50 6/19/2006 2 10- 0-10 401 3.50" 1.50" B, 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. on the truss material at each bearing This design Is for an toga dual wilding component not thus system H has been based on specifications prodded by the component manufacturer MAX DEFLECTION (s an) : ® L/999 MEM 4-5 (LIVE) LC 8 Ds MA n rnain g L- -0.03" D= -0.01' T= -0.04" #LC = 30 WT: 43# CRITICAL MEMBER FORCES: TC Live �S(DIU.B5) Li veDu r L=1. 2 S P=1. 2 5 HOMEw00D 1T2 2-3 -485C(1.25)/ 13U(M� 0.621 130(1.60) 0.17 Wed. Bmcbg shown is for lateral support of components members only to redoes budding length. This component shall not be placed wanyan SC TENS.(WR.) CSI 4-S -26 1.60 / 371((1.25)) 0.20 5-6 -26 1.60 / 371 1.25 0.20 WS 001111.(WR.)/ TENS. WR. CSI 2-S / 109 0.90 0.06 3-1-0 0-0 Platingg�sppeec : ANSI/rye 199S THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE L04D CASES. IF HANGERS ARE INDICAT7D ON THIS DRAWING, THEY ARE BASED ON 1.S' RANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). 5-3-3 5-3-3 5-3-3 10-6-6 5-3-3 5-3-3 1 2 3 7.00 7.00 3.54 3-1-0 SHIP 2-4 2-4 1-2 1.5-3 0-0-2 0-4-0 B1 B2 0-4-0 VV.308 VV.308 R:401 R:401 U-92 0-" U:-92 4 5 6 5-3-3 5-3-3 5-3-3 10-6-6 UPLIFT REACTION(5) Sullbb ppporrtt 2 92 lb This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End ZonFe� ry Bldgi Len?tht-62.00 ft�Sidg Width 49.00 ft Mean roof height - 11.4 ft, mph - 80 CBC Standard Occupancy, Dead Load . 13.2 psf Cour ' 12t t Vales rartle� a�t L�e�t ,,,g'rho 'aI ;H' ;�bP' �°��w �D �D Is es � are d ass e. e es td av es ors .e . 6/19/2006 GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an toga dual wilding component not thus system H has been based on specifications prodded by the component manufacturer W0: Dri ve_T_0610606_L00005_100001 ® and done in aowxW ce with the current version of TPI and AFPA design standards. No responsibility is assumed for mmensionai accuracy. Dimensions Ds MA n rnain g #LC = 30 WT: 43# are to be verified by the component manufacturer and/or wilding designer prior to fabrication. The wilding designer must ascethat the loads TC Live 16.00 psf Li veDu r L=1. 2 S P=1. 2 5 HOMEw00D utilized on this design meet or exceed Ne wading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof o floor sheathing end the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Wed. Bmcbg shown is for lateral support of components members only to redoes budding length. This component shall not be placed wanyan TC Snow TC Dead 0.00 psf 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mb r Bnd / Comp / Tens ® TRUSS e1lWdnrttenrt Nat win cause the moisture content of the wood to exeed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. Colo Springs, CO 80907 and brace this thus In accordance with the following standards: ,wird and ts• cutting Detail Repoavailable as output from Tnnwal software, 'ANSUTPI 1', VVTCA 1- - Wood Truss Council of America Standard Design Responsibilities. BULDING CON30NENT SAFETY INFCRMAnCR - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (Basi los) and BCSt SUMMARY SHEEW by WrCA and TPI. The Truss Plate institute (Mo is located at 683 OXXwfdo Drive. Madison. wfsconsin53719. The American Forest and Paper A.tsolauon(AFPA) is located at 1111 IBM Sheet NW, Ste 800,wasshington,DC20036. 131dg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: CG Qty: 1 b 6/19/2006 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL 01 Plating spec : ANSI/TPI - 1995 OF UPLIFT REACfIai(S Support 1 8 lb 1 0- 1-12 444 3.50" 1.50" 2 5- 7-12 444 3.50" 1.50" 44ONTI 2x4 DFL #1 ®L BLK 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT MULTIPLE LOAD CASES. - Support 2 -108 lb DS n r : MA g BRG REQUIREMENTS are based ONLY Q bearing PIATE VALUES PEI I(BO RESEARCH REPORT #1607. Permanent bracingis rogreedd (y others) to See BCSI 1-03 IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS Fat 1 AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the CBC -01 Code. Bldg Enclosed Yes, Irrportance Factor - 1.00 TC Live on the truss material at each MAX DEFLECTION (5 an) : L/999 MFM 4-5 (LIVE) LC 1 prevent rotation/toppling. and ANSI/TPI 1. Ma use ad uate staples for ggable blocks. -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY NAERS). VALUES. - Truss Location - Not End Zone Hurricane/Ocean Line - No tegorY - C Bldg 62.00 ft Bldg Width 49.00 ft L= -0.01" D= -0.02' T= -0.03" CRITICAL MEMBER FORCES: BUILDING DESS GNER MUSE VERIFY CABLE LOADS! [+1 gable bracing required 6 $8" intervals, Tooad PLATING BASED ON GREEN LUMBER Length - - Mean roof height ft, oph - 80 ® TR USS X46 D1U.6U v exposed to wind See Ge lsP��02�face.. 0.00 psf up-anU.b2 CBC StandaL04D cCASE #1'DESIQ! L�04D5 -�-2 psf------- LR.PlfOADS ----- 1T2 3((D1U25 % 016 BC Dead 8.00 psf Dir L Plf L.Loc R. Loc 2-3 -273(1.25)/ 46 1.60 0.16 (BCSI 1-03) and T3CS1 SIRYUAARY SHEETS! M VYfCA and TPI. The Truss Plate Institute (TPI) B lasted at 583 D'onofifo Drive. Madison. TC Vert 76.00 - 2- 0- 0 76.00 0- 0- 0 0.42 TRUSPLUS 6.0 VER: T6.5.2 F&WnsinS37119. The American Forest and Paper Association (AFPA) Is located at 1111 191h Street, NW, Ste 800, Washington, DC20036. Bldg Code: TC Vert as: 0- 0- 0 85.00 5- 9- 8 0.50 BC COMP.(DUR.)/ TENS. (DUR.) CSI TC Vert 76.00 5- 9- 8 76.00 7- 9- 8 0.42 4-5 / 194(1.25) 0.13 BC Vert 16. D0 0- 0- 0 16.00 5- 9- 8 0.00 2-12-1a� 2-102-1012 2-10-12 5-9-8 2-10-12 , 2-10-12 1 2 3 7.00 -7.0-01 2.5-4 4 R:444 R:444 U:-108 U:-108 2-0-05 9-8 2-0-0 ! ! 4 5 5-95-98 5-9-8 3-2-5 0-44_-3 SHIP � ro. Vl11i- TYPICAL PLATE: 2-4 TT I g�sterns etas a 20 unless sF)cNm b� '1 18 M' 6. 20 a ), it J irrt patads C 13t� a�t'alse �tes are rhor>adas 8 sfiaEe. ShA� Pe stud es to av�rd ov w th stnxilral later or le . b 6/19/2006 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an Individual wilding canponem not truss system it has been based on specifications provided by the component manufacturer W0: Dri ve_T_0610606_L00005-)00001 ® and done in accordance with the anent versions of TPI and AFPA design standards. No respons b reity is assumed for dimensional accuracy. Dimensions DS n r : MA g #LC = 15 WT' ' 34# are to be verified by the component manufacturer and/or wiping designer prior to fabrication. The wilding designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 SnowDu HOMEWOOD utrlbea on this design meet or exceed the loading Imposed by the local wilding code and the particular application. The design assumes Nat the top chord Is laterally braced by the root or floor sheathing and the bottom Mord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce wn#Ilng length. This component shall not be placed in any TC Snow TC Dead 0.00 psf 14.00 psf r L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens ® TR USS enNrenment that will cause the moisture content of the wood to exceed 19%andfor rause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr Colo Springs, CO 80 and brace this truss In aocodance with the Wowing standards: vent and Cutting Detail Reports available as output from Tnmval software, and .ANS � i%WrrA -vwodTruss coanmofAmerica sandard Design Responsibilities. WILDING COMPONENT SAFerYINFXNATIOrr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and T3CS1 SIRYUAARY SHEETS! M VYfCA and TPI. The Truss Plate Institute (TPI) B lasted at 583 D'onofifo Drive. Madison. TRUSPLUS 6.0 VER: T6.5.2 F&WnsinS37119. The American Forest and Paper Association (AFPA) Is located at 1111 191h Street, NW, Ste 800, Washington, DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: D1 Qty: 2 1 SIZE REQ'D TBCC 2z4 oR at 3.50" 2.43' 3.50" 2.43" 0TE VALUES PERrICBO DFL STANDARD #1607. are based ONLY Loaded for 10 PSF Iron -concurrent BCLL. at each bearing Penmanent bracing is required �yy others) to See BCSI 1-03 LC 1 prevent rotation/toppling. and ANSI/TpI 1. T= -0.09" 2 -PLY! Nail rr/lOd C�Tt1N stag erect(per NDS) in: TC- 2 BC- 5 WEBS- 2 'PFR taOT!� TC Com. (((WR. / TENS. OUR.))) CSI 1-2 -635S(1.25)/ 1671.60) 0.30 3-4 -4532 1.2562% ]. 0 1.60 0.].11.1 4-5 -6355 1.25 / 167 1.60 0.30 BC COMP.J(((OUR. ))))))/ TENS. . CSI 6-7 -126 1.60/ 5474 1.25 0.71 7-8 -126 1.60 / 540S 1.25 0.55 8-9 -126 1.80 / 5405 1.2S 0.55 9-10 -126 1.60 / $474 1.25 0.71 WB COMP. OUR.)))/ TENS.17R.CSI2-7 -4(1.60)/ 192625 0.39- -1903 1.25 / 1360.3-8 93 1.60 / 43151.25 0.684-8 -1903 1.25 / 1361.60O.114-9 4 1.60 / 19261.25 0.39 34-0_ 3-4-0 � THIS DE5I01cIS THE COMPOSITE OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS ORAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" RANGER WAILS FOR MULTI -PLY GIRDERS. IF SED THE HANGERS MUST BE BEREQMAILS -EVALURE-EVALUATED PLATING BASED ON GREEN LUMBER VALUES. 5-10-12 ' 8 585-88 11-9-8 t EEEE- 1 5-10-12 5-10-12 2-PLYS - 0- 2-PLYS 1 2 3 4 5 REQUIRED 7.00 37.00 R -A 3-9-7 SHIP T 0-4-3 B1 B2 W:308 W:308 R:4560 R:4560 LIA 030 1 11-9-8 U:-1030 6 7 8 9 1010 34-0 I 510-12 I 85-8 19-8 t UPLIFT nCTIWS30 lb 2-10 This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes Iuportance Factor - 1.00 Truss Logcation - Not End Zon/Ocean Line - No EeHurri � Bldg Lenroo h -g 62.00 A9Bhg Wi dth�o �9 00 ft CBC Standard Occupancyy, Dead Load - 13.2 psf ____LOAD CASE #1 DESIGN LOADS ________________ Dir L.PIf L. Loc R.PIf R.Loc LL/TL TC Vert 60.00 0- 0- 0 60.00 ll- 9- 8 0.53 BC Vert 713.46 0- 0- 0 713.46 11- 9- 8 0.41 WAMNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design is for an Wividual building component not truss system H has been based on specifications provided by the component manufacturer WO: Dri ve_T_0610606_L00005_J 00001 ® and done In accordance with the current Versions of TPI and AFPA design standards. No responsibility is assumed fordimenslonal accuracy. Dimensions Ds n r : MA #LC = 16 WT: 81# g are to be vedlied by the component manufacturer am!for building designer prior to fabrication. The building designer must ascerialn that the loads TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.25 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD utilized on this design meet or e>seed the loading Imposed by the local building code and the particularapplication. The design assumes that the top chord Is laterally traced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing materia! dirediy attached, unless otherwise ® TRUSS noted. Bracing shown B for lateral support of components members only to reduce buckling length. This component shall not be placed in any e woo! to a reed 19%and/or cense connector plate corrosion. Facete, handle, insta0 environment that will cause the moisture content of NM psf TC Dead 14.00 psf r Rep Mb r Bnd /Comp /Tens 4445 Northpark Or. ane brace this truss in accordance with the following standards: votnt and caning Detail Reponsr available as output from rnmval software. 'ANSVTPII VVrCA V- Vbod Truss Council of America Standard Design Responsibilities, 13UILDING C0VIP0Ne4T SAFETY INFORMATION - BC Live 0.00 psf BC Dead 8.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1-03) and srsl StAr1MARY SHEETS' M W1'DA and TPI. The crass Pate Institute (rPq is located at sea dOrrotrro !ane. Madison. VNsconsin53719. The American Forest and Paper Association (AFPA) is located at I I I I 19thSbeKNWSteSW,VVaWrVton,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: DG Qtv: 1 MEMBER FORCES: TC 2X4 FL #1 BC 2X4 DF BL BLK 2X4 DFL STANDARD PLATE VALUES PER IBO RESEARCH REPORT #1607.. Loaded for 10 PSF non -concurrent BCLL. Ma use ad nate staples for gable blocks. BUILDING DESS GNER MUST VERIFY WI,E LOADS! [+1 gable bracing required 0 S8" intervals, i sed to mnd load applied to face. See "General Gable Details', CO02065035. Platingg�sppeec • ANSI/TPI1995 THIS SIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY HANGERS MUSTBE,REE-EVAALUA ED ARE 0 BERRSS). PLATING BASED ON CREEN LUMBER VALUES. N 22-80 T d)2-8 2-8--0 11-9-8 1 2 3 6 8 9 7.00 7 00 3.4 .9- 110 11 42? � f500 171 2-8-0 �q o CP 2.8_0 v ui tb a, 1111-9 TYPICAL PLATE: 1. - OV CONTINUOUS SUPPORT This truss is designed using the CE O1 Code. B1 g Enclosed - Yes Inportance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No EXp _Category - C Bldg Length - 62.00 ft Bldg Width = 49.00 ft Mean roof height - U.89 ft, oph a 80 CBC Standard occupancy, Dead Load m 13.2 psf Circe I a�fal� ramex a�te�aress d aeg�lFw a e Shf�g Qestud es,6:g )& w rttrudia�al late�ss a 1a. 6/19/2006 GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design is for an Individual building component not toss system It has been based on spectfications provided by the component manufacturer W0: Dri ve`T_0610606_L00005-100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsg n r : MA #LC = 16 WT: 74# are to be verified by the component manufacturer andlor building designer prior to fabrication. The wilding designer m st ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized on this design meet or exceed the loading Imposed by the local wilding code and the particular application. The design assumes that the top chord Is latently braced by the roof or noor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shag not be placed In any environmerdtharwigcuusethe mohlurecontent ofthe wood toexceed 19%and/or cause connector plate corrosion. FaWkate,handle,Instag TC Snow TC Dead 0.00 psf 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mbr Bnd /Comp /Tens 4445 Northpark Dr. and brace this truss in accordance with the folly ring standards:'Joint and Cutting Detail Reports available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI1%VVrCAV_Wood Tom Council ofAmStandard PONENTSAFETYINFORMATION• BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1-03) and'BCSI SUMMARY SHEETS by WfCA and TPI. The Truss Plate Institute I TPI) is located at 583 D'OnoMo Drive. Madison. VAsconsin53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street. INW. Ste 8W. Washington, DC 2DO36. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN WAHN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: El Qty: 5 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL 41 & Btr. 2x4 DFL al S-7 Plati;?gS�sppeec • ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 1-12 1624 3.50" 1.73" 2 38- 7- 4 1473 kll 1. S7" BC 2x4 DFL sI ® THIS DESIOM IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per the following schedule: max O.C. frail to BRG REQUIREMENTS shown are based ONLY 2x4 DFL d1 & Btr. 11-14 WEB 2x4 DFL STANDARD #LC = 16 IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR TC 24.00" 14- 0- 0 25- 0- 0 UPLIFT REACTION(5) on the truss material at each bearing BRG HANGER/CLIP NOTE 2x4 DFL STUD 3-1.1 11-5 PLATE VALUES PER ICBG RESEARCH REPORT #%07. Live 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDER$. IF 2.5•• GUN NAILS ARE USED THE Support 1 -252 lb Su rt 2 -?,12 lb 2 *HUS26 Loaded for 10 PSF non -concurrent BCLL. utilized on this design meet or exceed the leading imposed by the local building code and the particular application. The design assumes that me top chord b laterally braced by the roof or floor sheathing end the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise HANGERS MUST BE RE-EVALUATED (BY OrilERS). This truss is designed using the Su ort Connections)/Han er(5) are Pp g Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. 0.00 14.00 ................. a .... Unrestrained horiz. LL deflection a 0.36 in. CBC -01 Code. Bldg Enclosgd = Yes Inportance Factor - 1.00 not desied for horizontal loads. ggn SEE SIMP. CATALOG ® TRUSS 444 S Northpark R that will cause the moisture content of the wood to exceed 19%and/or cause connector pleb corrosion. Fabricate. handle. Install and brace this ss In accordance with the following standards: Jam and cutting Detail Reports evaiiable as output from Tnmval software, truss .... a ................. Truss Location Not End Zone FOR ADDITIONAL INSTALLATION NOTES psf 1.15 / 1.00 / 1.00 Hurricane/Ocean Line - NoCategory - C Bldg Len?th - 62.00 ft Bhdg Width - 49.00 ft MAX DEFLECTION (s an) : BC Dead 8.00 t - 14.26 h - 80 Mean roc heighmp CBC Standard Dead Load 13.2 L/973 MEM 10-11 (LIVE) LC 1 2- 0- 0 (BCSI 1-03) and BCSI SLWMARY sfrEM by VVTrA and TPI. The Truss Plate Institute M is located at 583 DDWrIo Drive, Madism. Occupancy, - psf L= -0.47" D= -0.65• T= -1.12" CRITICAL MEMBER FORCES: Vulscosin53719. The American Forrest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 8W.Wasrdrglon,DC20038. Bldg Code: CBC -01 TC COMP. WR. / TENS. DUR. CSI DEFL RATIO: L/240 TC: L/24 1-2 -4516 1.25 / 627 1.60 0.89 2-3 -3696 1.25 / 495 1.60 0.69 3-4 -5454 1.25 / 632 1.60 0.96 4-S -5454 1.25 / 632 1.60 0.98 5-6 -3678 1.25 / 493 1.60 0.92 6-7 -4377 1.25 / 607 1.60 0.97 BC COMP. DUR. / TENS. 8-9 -860 1.60 / 3968 DUR. CSI 1.25 0.82 9-10 -856 1.60 / 3973 1.25 0.74 10-]1 -555 1.60 / 3231 1.25 0.62 ll -12 -549 1.60 / 3209 1.25 0.55 12-13 -839 1.60 / 3841 1.25 0.63 13-14 -843 1.60 / 3822 1.25 0.94 WB Mv.(DUR.)/ TENS. DUR. CSI 8-0 0 _i 6-0-0 5-6-0 5-6-0 6-0-0 7-9_ 0 2-9 / 87 0.90 0.05 2-10 -702 1.25 / 307 1.60 0.57 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 38-9-0 3-10 -57 1.60 / 424 1.25 0.17 3 -ll -594 1.60 / 2567 1.25 0.79 14-0-0 11-0-0 13-9-0 4 -ll -193 5 -ll -600 1.25 / 176 1.60 0.06 1.60 / 2589 1.25 0.80 1 2 3 4 5 6 7 5-12 53 1.60 / 404 1.25 0.16 6-12 -816 1.60 / 309 1.60 0.54 6-13 / 59 0.90 0.03 7.00 -7.00 8-6-3 x 0-4-3 3 B1 W:308 R:1624 U:-252 0-A-8 3.50 3.50 981 SHIP -8 I 0=612 'HUS26 W:308 R:1473 0-3-0 U:-212 p� 19-1-0 38-9-0 0-3-0 8 9 10 11 12 13 14 STUB 8-0-0 6-0-0 5-6-0 5-6-0 6-0-0 7-9-0 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 38-9-0 Circled DlStes�a�fals�e � �� ''°'"«,ed'as 20 6/19/2006 WAHN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design is for an Individual wilding component not suss system H has been based on speciflcationm provided by the component manufacturer W0: Dri ve_T_0610606_L0000 S-)00001 ® and done In accordance with the Current Versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r : MA g #LC = 16 WT: 228# are to be verified by the component manufacturer ardfor building designer prior to fabrication. The wilding designer must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEl�I/OOD utilized on this design meet or exceed the leading imposed by the local building code and the particular application. The design assumes that me top chord b laterally braced by the roof or floor sheathing end the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise Wed. Bracing shown is for lateral support of components members only to reduce budding length. This component shell not be placed In any TC TC Snow Dead 0.00 14.00 psf psf P SnowDu r L=1.15 Re Mbr Bnd P P=1.15 / Comp / Tens ® TRUSS 444 S Northpark R that will cause the moisture content of the wood to exceed 19%and/or cause connector pleb corrosion. Fabricate. handle. Install and brace this ss In accordance with the following standards: Jam and cutting Detail Reports evaiiable as output from Tnmval software, truss BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 •ANSI^pl c• wrrA l'- vwod T"'ss council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORIN%TION - BC Dead 8.00 psf O. C. Spaei ng 2- 0- 0 (BCSI 1-03) and BCSI SLWMARY sfrEM by VVTrA and TPI. The Truss Plate Institute M is located at 583 DDWrIo Drive, Madism. TRUSPLUS 6.0 VER: T6.5.2 Vulscosin53719. The American Forrest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 8W.Wasrdrglon,DC20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: E3 Qtv: 3 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1577 3.50" 1.68" GRead all notes on this sheet and give a copy of it to the Erecting Contractor. BRG REQUIREMENTSlshown3are based on the truss material at each bearing MAX DEFLECTION (s an) : L/999 MEM 10-31 (LIVE) LC 1 L= -0.40" D= -0.55" T= -0.95" EX.WB DEF CRITERIA:L/120 IN MEM 15- 7' T= 0.07" CRITICAL MMBER FORCES: TC COW.IDU / TENS.DUR. I 1-2 -43441.2 613. 62-3 -35141.25 / 4761.600.63 3-4 -51061.25 / 5891.600.874-S 16.00 psf 0.00 -51061.25 / 5891.60 0.885-6 HOMEI -33471.25 / 4541.60 0.S6 6-7 -37131.25 / 51411.60 0.92 SC COMP. DUR. / TENS. WR. CSI 8-9 -981 1.60 / 3814 1.25 0.78 9-10 -977 1.60 / 3817 1.25 0.70 111-]1 -574 1.60 / 3068 1.25 0.59 ll -12 -584 1.60 / 2908 1.25 0.57 12-13 -888 1.60 / 3295 1.25 0.62 13-14 -1210 1.60 / 1213 1.60 0.20 VE COMP. (OUR.) TENS. OUR. CSI 2-9 2-]D / �0 3009 0.90 1.60 0.05 0.58 3-1D -7101.25 / -581.60 / 421 1.25 0.17 3-11 -6201.60 / 2358 1.25 0.96 4-11 -2061.25 / 177 1.60 0.06 5-11 -6761.60 / 252S 1.25 0.78 5-12 -601.60 / 318 295 1.25 0.13 0.46 6-12 6-13 -6901.60 / -2071.25 / 103 1.60 1.60 0.03 7-13 -3441.60 / 3200 1.25 0.99 15-14 -14231.25 / 213 1.60 0.55 14-7 -137311.25 / 308 1.60 0.58 BC 2x4 DR 87 & Btr. WEB DW 2x4 DR STUUDD 11-S, 13-7 2X4 DFL #1 15-7 Lumber shear allowables are per NDS. PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loadedfor 10 PSFppno�n-concurrent 8CLLLLn. PPLATINGeBASED ON GREEN provided to ding. 8-6-3 X 0-4-3 B1 MOB R:1577 U:-252 THISiDFSIEN 5 TTHEICOMPOSITE 9RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5•• HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 65ERS). ...... r.. r.... a.. r.... Unrestrained horiz. LL deflection - 0.31 in. ...................... TYPICAL FOR THIS ]OB: NOTE: THE DROPPED VERTICAL(S) AS SHOWN ARE DESIGNED FOR AXIAL LOAD ONLY. NO LATERAL LOAD HAS BEEN CONSIDERED. ALL LATERAL LOADS MUST BE ADEQUATELY ACCOMMODATED PER BUILDING DESIGNER. THE DROPPED VERTICAL(S) MAY ONLY BE SUPPORTED BY AN EXTERIOR WALL THAT IS EXPOSED TO WIND, IF THE DROPPED VERTICAL(S) HAS BEEN DESIGNED TO SUPPORT THE HORIZONTAL REACTIONS) OF THE SUPPORTING WALL. 8-0-0 6-0-0 i 5-6-0 5-60 6-0-0 6-60 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 37-6-0 14-0-0 11-0-0 12-6-0 1 2 3 4 5 6 7 7.00 -7.00 O -A 8 3.50 This design based on chord bracing applied per the following schedule: TC24.00" 14f 0 0 25- t0- 0 UPLIFT REACTION(S2 Support 2 -213 lb This truss is designed using the CBC -01 Code. Bldg Enclosgd - Yes Inportance Factor - 1.00 Truss Location . Not End ZonEe� ry Bldg LeneLhc- 62.00 ft,Bidg Width"2o 49.00 ft Mean roof height - 14.f6 ft, mph - 80 BC Standard Occupancy, Dead Load . 13.2 psf Vertical members exposed to wind: 1S- 7 9-8-1 SHIP W:308 R:1423 3.50 0-A-8 U:-213 �� 17-8-8 r 37-6-0 t 1-6-0 8 9 10 11 12 13 14 STUB 8-05-0 0 6-0-0 5-6-0 5-6-0 6-0-0 6-6-0 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 37-6-0 Tr1 11Svstlms ��te MaO11 lmlesssh4wn�b "18"(18�a H'(�6.pa.),o0rr'ivU� 20 $a) poSltiorla�perJ lD�tails CI es a se es are HI as s e. htf[ le st ales to civ td bVerl w th §trtictlaal ales or e . 6/7 y/lUU6 GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an indNidual building cemporxent not truss system It has been based on specifications prodded by the component manufacturer W0: Dri ve_T_0610606_L00005_100001 ® and done in accordance with the current Versions or TPI and AFPA design standards. No responsibility is assumed for dimensional WIXO Y. Dimeraions Ds n r : MA 9 #LC = 19 WT: 237# are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the loads TC Live TC Snow 16.00 psf 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 HOMEI ubllmd on this design meet or exceed the loading imposed by the local building code and the partiaAar application. The design assumes that the top chord is braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise n/OOD ®TRUSS noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component shall Trot be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, hadie, install TC Dead psf 14.00 psf r P=1.15 Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: wird and Cutting Detail Reports available as output from Tmswal software, BC Live 0.00 psf P 1.15 1.00 / 1.00 / Colo Springs, CO 80907 A LI'm1%%VrcAV.WoodrmssCouncilorarxedceStandardDesignResponsibirmes,BULOINcrohwarENTSAFETYINFORMATIOr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and SCSI SUMMARY SHEETS by WMA aro TPI. The Truss Plato Institute (1P0 is located at Sas D•Onohlo Dive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Vilsoomsin 53719. The A nerlcan Forest and Paper Association (AFPA) Is located at 111119th Street. NW, Ste eOo, washirgton, DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: E4 Qty: 5 BRG X -LOC REACT SIZE REQ'O TC 2x4 DFL #1 & Btr. 2x4 #1 PlatigVgS�ISgpec • ANSI/TPI - 1995 This design based on chord bracing applied following 1 0- 1-12 1634 3.50" 1.74 2 38-10- 4 1482 3. SO" 1.S8" BE DFL WEB 2x4 DFL STANDARD THIS DESI(N IS THE ITE RESULT OF MULTIPLE LOAD CASES. per the schedule: max O.C. from to BRG REQUIREMENTS shown are based ONLY 2x4 DFL STUD 3-11 ll -S PLATE VALUES PER ICBO RESEARCH REPORr #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 13" RANGER NAILS FOR TC 24.00" 14- 0- 0 25- 0- 0 UPLIFT REAL IONS) on the truss material at each bearing Loaded for 10 PSF non -concurrent BOLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -253 lb MAX DEFLECTION (s an) L/973 MEM 11-12 (LIVE) LC 1 + t + + + + + + t + + a + r + + r + + ♦ a ♦ Unrestrained horiz. LL deflection . 0.36 in. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 6%ERS). Support 2 -212 lb This truss is designed using the L= -0.48" D= -0.65" T= -1.13" + + + + + + + .. + + + + + + + + + + + + + Drainage mut be provided to avoid ponding. PLATING BASED ON GREEN LWBER VALUES. CBC -01 Code. Bldg Enclosed - Yes Importance Factor . 1.00 CRITICAL: Co 1 o Springs, CO 80907 Truss Location - Nod End Zone TC COMP.DUR./ TEfS. DUR. CSI 1-2 -45511.25/ 623 1.60 0.89 Dead 8.00 Hurricane/Ocean Line - No Exp _Category C Bldg Length = 62.00 ft Bidg Wf dth 49.00 ft 2-3 _37321.25/ 491 1.60 0.71 3-4 55251.25/ 627 1.60 0.97 2- 0- 0 Mean root height - 14.26 ft, aph - 80 4-5 -55251.25/ 627 1.60 0.97 5-6 -37331.25/ 491 1.60 0.71 - CBC Standard Occupancy, Dead Load = 13.2 psf 6-7 -455111.251/ 623 1.60 0.89 TRUSPLUS 6.0 VER: T6.5.2 Wscons1nS3719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street. NW, Ste 801), Washington. DC 20036. BC �iP. DUR. / TENS- DUR. CSI 8-9 -856 1.60 / 3999 1.25 0.83 Code: CBC -01 9-10 -851 1.60 / 4004 1.25 0.74 L/240 TC: L/24 10-11 -551 1.60 / 3263 1.25 0.63 ll -12 -551 1.60 / 3263 1.25 0.63 12-13 -851 1.60 / 4004 1.25 0.74 13-14 -856 1.60 / 3999 1.25 0.83 WB COMP.(DUR.)/ TENS. OUR. CSI 2-9 / 87 0.90 0.05 2-10 -701 1.25 / 307 1.60 0.57 3-10 -56 1.60 / 424 1.25 0.17 3-3-1 S 6 1.60 / 2612 1.2S 0.80 4-11 - 1.25 / 175 1.60 0.06 s-12 -596 5-12 -S6 1.60 / z424 1.25 0.80 1.60 / 424 1.25 O.11 8-0-0 6-0-0 5-6-0 5-6-0 6-0-0 8-0-0 -701 l.zs 87 00:57 6- 0:9600 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 39-0-0 8-6-3 x 0-4-3 3 01 W:308 R:1634 U:-253 0-R-8 0-R-8 19-2-8 19-2-8 39-0-0 8 9 10 11 12 13 14 8-0-0 6-0-0 �5-005-6-0 6-0-0 8-00 8-0-0 14-0-0 19-6-0 25-0-0 31-0-0 39-0-0 14-0-0 11-0-0 14-0-0 1 2 3 4 5 6 7 7.00 7.00 3511 1-350 -12 9-8-1 SHIP 0-445b W:308 R:1482 V-212 6/19/2006 ® HOMEl�/OOD VVAK/V/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an indWual building conponent not tress system It has been based on specifications provided by the component manufacturer and done In accordance with the cunem versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimension are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must asoedain that me loads utilized on M design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom ctroN is laterally bmced by a rigid sheathing material directly attached, unless otherwise Cust: SCOTT ROWE WO. Dri ve_T_0610606_L00005-100001 Ds n r : MA #LC = 16 WT: 229# g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 noted. Bracing shown is for lateral support of components menbers only to reduce budding length. This conpomnit shall not be placed in any TC TC Snow Dead 0.00 14.00 psf psf SnowDu r L=1.15 Rep Mbr Bnd P=1.15 / Comp / Tens ® TRUSS enAronmeMmatwill cause the moisture content ofthe wood toexceed 19%adforcause connector plate corrosion. Fabricate. handle, install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. and brace this truss In accordance with the following standards: and Cutting Detail Reports available as output from Treswal software, Co 1 o Springs, CO 80907 'ANSurPl 1% %VrcA 1 •'need Tress council of America standard Design Responsibilities, anLDlNc COMPONENT SAFETY INFORMAnCR - BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 (BCSI 1-03) and ecsl SLWAAARY SHEEM by WTCA and TPI. The Tnas Plate institute M Is located at 583 D Ohno ie Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wscons1nS3719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street. NW, Ste 801), Washington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: E5 Qty: 8 BRG X -LOC REACT SIZE REQ'D TC 2X4 DFL O1 Pl atingg��sppeec • ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 1-12 497 3.50" 1.50" 2x4 DFL 51 THIS DESI(N IS THE COMPOSITE RESULT OF per the following schedule: from to 2 7- 9-12 2183 3.50" 2.33" 2x4 DFL STANDARD 11-3 FILL CHD 2x4 DFL STANDARD MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING max o.c. TC 24.00" 14- 0- 0 2s- 0- 0 3 38-10- 4 1050 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT 51607. THEY ARE BASED ON 1.S' HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY BC 73.00" 28- 8- 8 38- 8- 8 UPLIFT REACTION(S) : lb on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. GIRDERS. IF 2.5•• CIN NAILS USED THE HANGERS MUST BE RE-EVALUATED Y OTiIERSl. Support 1 Support 2 -246 lb MAX DEFLECTION (Span) L/999 MEM 14-15 (LNE) LC 17 Drainage must be provided to avoid ponding. Install interior supports) be ore erection. Support 3 -163 lb L= -0.16" D= -0.23" T= -0.38" RATING BASED ON GREEN LUMBER VALUES. Shim bearings (if needed) Por req. support. This truss is designed using the CBC -01 Code. CRITICAL MEMBER FORCES: W:308 RA97 7-9-12 R:2183 3.50 Bldg Enclosed - Yes, Importance Factor - 1.00 TC @4P. DUR. / TENS. WR. CSI 0 8 R:1050 U:340 7-11-8 I U: -24 Truss Location - Not End Zone 1-2 -492 1.60 / 968 1.25 0.34 U:-163 11-6-8 Hurricane/Ocean Line - No Exo Category C ft Width 49 00 ft 2-3 -S59 1.60 / 2056 1.25 0.73 3-4 -765 1.25 / 151 1.60 0.43 0.59 Bldg Length - 62.00 Bldg = Mean roof height - 14.26 ft, mph - 80 CBC Standard Occupancy, Dead Load - 13.2 4-5 -2277 1.25 / 436 1.60 5-6 -2277 1.25 / 436 1.60 0.35 9 10 5-0-0q 5-0-0 psf 6-7 -2093 1.25 / 395 1.60 0.46 50 N 6017 Ct' 8-0-0 0 39-0-0 17 7-8 -2977 1.25 / 543 1.60 0.78 .1-3 111 BC COMP. WR. / TEIS. DUR. CSI 9-30 -799 1.25 / 354 1.60 0.21 10-71 -15 1.25 / 4 1.60 0.13 ]1-72 -21$9 1.25 / 258 1.60 0.25 12-13 -1817 1.25 / 379 1.60 0.27 ]3-14 -433 1.60 / 624 1.25 0.33 14-15 -71.1 1.60 / 1796 1.25 0.41 15-16 -1005 1.60 / 2588 1.25 0.86 16-17 -1008 1.60 / 2595 1.25 1.00 W9 MV. Di It / TENS. OUR. CSI 12-3 -1908 1.25 / 227 1.60 0.27 2-30 -215 1.60 / 749 1.25 0.30 2-12 -1057 1.2S 10-12 -1007 1.25 / 151 1.60 0.18 / 451 1.60 0.24 N Q O q 3-13 -458 1.60 / 2305 1.25 0.94 df d Q q 4-13 -782 1.25 4-14 -687 1.60 / 243 1.60 0.24 / 1848 1.25 0.75 5-0-0 ' I� O 01 �n N N 8"0-0 5-14 -274 1.25 / 157 1.60 0.0s 5-0-0 39-0-0 6-14 -500 1.60 6-15 -60 1.60 7-15 -7S7 1.2S / 616 1.25 0.30 / 419 1.25 0.17 / 284 1.60 0.57 14-0-0 I 11-0-0 14-0-0 7-16 / 109 0.90 0.06 1 2 3 4 5 6 7 8 7.00 7.00 3-8 3r4/.Lll �3-10 9-8-1 SHIP 6/1 11. 6-8 Cust: SCOTT RM This design is for an IndMdual building component not toss system It has been Rased on specifications provided by the component manufacturer 1 ® 2.5-4 I are to be verified by the component manufacturer aWor Wilding designer prior to fabrication. The building designer must ascertain that the Wads TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.25 P=1.25 SnowDu L=1.15 P=1.15 3.5.6 utilized on this design meet or exceed the Wading Imposed by the local building code and the particular appiicetion. The design assumes that the top chord Is laterally braced by the roof or floe sheathing and the bottom ctwN is laterally braced by a dgid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of oortponents members only to reduce budding length. This conponent shall not be placed in any 1 r Rep Mbr Bnd / Comp / Tens ® TRUSS x 2.5-4 2-2-13 1.15 / 1. DD / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this truss in accordance with the following swndams: Joint and Cutting Detail Reports• available as output from Trusval software, 'ANISVTPI I . VVTCA V- VVwd Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION - B13 62 O.C.Spacing 2- 0- 0 10-0-0 3-4 133 W:308 W:308 TRUSPLUS 6.0 VER: T6.5.2 W:308 RA97 7-9-12 R:2183 3.50 DEFL RATIO: L/240 TC: L/24 -3.50 0 8 R:1050 U:340 7-11-8 I U: -24 i 19-2-8 U:-163 11-6-8 39-0-0 9 10 5-0-0q 5-0-0 TV'439 � 4 ` 50 N 6017 Ct' 8-0-0 0 39-0-0 17 TYPICAL PLATE .1-3 111 6/1 11. WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT RM This design is for an IndMdual building component not toss system It has been Rased on specifications provided by the component manufacturer WO: Dri ve_T_0610606_L00005-100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS n r • MA #LC = 18 WT: 270# g ' are to be verified by the component manufacturer aWor Wilding designer prior to fabrication. The building designer must ascertain that the Wads TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.25 P=1.25 SnowDu L=1.15 P=1.15 HOMEIn/OOD utilized on this design meet or exceed the Wading Imposed by the local building code and the particular appiicetion. The design assumes that the top chord Is laterally braced by the roof or floe sheathing and the bottom ctwN is laterally braced by a dgid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of oortponents members only to reduce budding length. This conponent shall not be placed in any psf TC Dead 14.00 psf r Rep Mbr Bnd / Comp / Tens ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fahim e, handle, inslaD BC Live 0.00 psf P 1.15 / 1. DD / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this truss in accordance with the following swndams: Joint and Cutting Detail Reports• available as output from Trusval software, 'ANISVTPI I . VVTCA V- VVwd Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and SM SUMMARY SHEETS! by WMA end TPI. The Truss Plate Institute (TPC Is located at 583 D'Cnofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 VVIsconsin 53719. The American Forest and Paper Association (AFPA) Is Weed at 1111 1 9th Street, NW, Sts 8100, Vihslilngton, DO 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: E5S Qty: 3 BRG X -LOC REACT SIZE REQ'D 2x4 DFL #1 Platingg�spec : ANSI/TPI - 1995 This design based m chord bracing applied following 1 0- 1-12 497 3.50" 1.50" 2x4 DFL #1 2x4 DFL STANDARD 11-3 THIS DESI IS THE OOMPOSITE RESULT OF MULTIPLE LOAD USES. per the schedule: max o.c. fran to 2 7- 9-12 2183 3.50" 2.33" FILL CHD 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING TC 24.00" 14- 0- 0 25-'0'- 0 3 38-10- 4 1050 3.50" 1.50" WEB 2x4 DFL STANDARD THEY ARE BASED ON 1.5" HANGER NAILS FOR BC 73.00" 28- 8- 8 38- 8- 8 BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER I= RESEARCH REPORT #1607. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY UPLIFT REACTIONS lb on the truss material at each bearing MAX DEFLECTION (5 an) Loaded for 10 PSF non -concurrent 8CLL. Mark all interior bearing locations. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OT�IERS). Support 1 -340 Support 2 -246 lb p L/999 MEM 14-15 (LIVE) LC 17 Drainage oust be provided to avoid ponding. PLATIBASED ON WEN LUMBER VALU Install interior support(s before erection. Shim bearings (if needed) �or req. support. Support 3 -163 lb This truss is designed using the L= -0.16' D= -0.23' T= -0.38" 0� 11-6-8 Bldg Code: CBC -01 CBC -01 Code. CRITICAL MEMBER FORCES: 39-0-0 Bldg Enclosed . Yes, Importance Factor - 1.00 TC WR. / TENS. WR. CSI 9 10 '43, 4q Truss Location - Not End Zone 1-2 -492 1.60 / 968 1.25 0.34 TIZ. Hurricane/Ocean Line = No Exp Catego . C dth ft X14 3-4 -765 1.25 % 2151 1.60 043 2 fq . X9.00 Mean LroottheightZ 'l66ft9 'Load 4-5 -2277 1.25 / 436 1.60 0.59 5-6 -2277 1.2S / 436 1.60 0.35 5-0-0 CBC Standard Occupancy, Dead13.2 psf 6-7 -2093 1.25 / 395 1.60 0.46 045-0-0 04 c) 39-0-0 7-8 -2977 1.25 / 543 1.60 0.78 TYPICAL PLATE .1-3 BC CCMP.jDU'. /TENS.WRCSI9-10 -7991.25 / 354 1.60 0.21 10-11 -151.25 / 4 1.60 0.13 11-12 -21891.25 / 258 1.60 0.212-13 -18371.25 / 379 1.60 0.27 13-14 -4331.60 / 624 1.25 0.33 14-15 7111.60 / 1796 1.25 0.4115-16 -10051.60)/ 2588 1.25 0.86 16-17 -10081.60)/ 2595 1.25 1.00 WB COMP. WR. / TENS. OUR. CSI 12-3 -1908 1.25 / 227 1.60 0.27 2-10 -215 1.60 / 749 1.25 0.30 2-12 -1057 1.25 / 151 1.60 0.18 30-32 -1007 1.25 / 451 1.60 0.24 N QQ p a QQ - 3-13 -458 1.60 / 2305 1.25 0.94 �QQ 4-13 -782 1.25 / 243 1.60 0.24 1848 1.25 0.75 5-05-0 0 PL d N �:, 8-0-0 - 4-14 -287 1.60 / 5-14 - 74 1.25 / 1S7 1.60 0.05 5-0-0 39-0-0 6-14 -500 1.60 / 616 1.25 0.30 6-15 -60 1.60 / 419 1.25 0.17 7-15 -757 1.25 / 284 1.60 o. s7 14-0-0 I '1 11-0-0 I 14-0-0 7-16 / 109 0.90 0.06 2 3 4 5 6 7 8 7.00 7.00 3-8 N1�I'� S(lhaarTaDove Shit[ �le stud ales tD 20 6/19/2006 68I Cust: SCOTT ROWE I 1.54 W0: Dri ve_T_0610606_L00005-100001 2.54 and done in accordance with the ahem version of TR and AFPA design standards. No responsibility Is assumed for dimensional accuracy. amenswris 1 j are to be verified by the corrponent manufacturer andfor wilding designer prior to fabrication. The wilding designer must ascertain that the bads 3.5-6 x 2.5-4 2-2-13 HOMEWOOD utilized on this design meet or exceed the loading Imposed by the local wilding code and the particular application. The design assumes that the top tlrord Is laterally braced by the roof or floor sheathing end the bottom chord is laterally braced by a rigid sheathing material directly attached, unless othendse 81 3 B2 psf TC Dead 14.00 psf I 10-0-0 4-4 63 W:308 W:308 BC Live 0.00 psf 1.15 / 1.00 / 1.00 W:308 R:497 7-9-12 R:2183 3.50 SC Dead 8.00 psf -3.50 R:1050 0-A-8 U:-340 7-11-8 U: -24 I I 19-2-8 LIA63 0� 11-6-8 Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 39-0-0 9 10 '43, 4q 6q 7 TIZ. g r4� 2 fq R 8-0-0 - 5-0-0 111 - - 045-0-0 04 c) 39-0-0 TYPICAL PLATE .1-3 S(lhaarTaDove Shit[ �le stud ales tD 20 6/19/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an Individual wilding component not truss system it has been based on specifications provided by the component manufacturer W0: Dri ve_T_0610606_L00005-100001 ® and done in accordance with the ahem version of TR and AFPA design standards. No responsibility Is assumed for dimensional accuracy. amenswris Dsg n r MA #LC = 18 WT: 273# are to be verified by the corrponent manufacturer andfor wilding designer prior to fabrication. The wilding designer must ascertain that the bads -TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD utilized on this design meet or exceed the loading Imposed by the local wilding code and the particular application. The design assumes that the top tlrord Is laterally braced by the roof or floor sheathing end the bottom chord is laterally braced by a rigid sheathing material directly attached, unless othendse noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shag not be placed in any psf TC Dead 14.00 psf r Rep Mb r Bnd / Comp / Tens TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or muse connector plate corrosion. Fabricate. handle• Install -Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brow this suss in accordaroe with the following standards: and cuding Detail Reports' available as output from rmswal software. 'ANScn 1'.V r- WoodTrssCom'mmAncri`asa'dardDesign Responsibilities. SULDINGCOMPONENT SAFETY INFORMATlohr- SC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1.03) and 730&1 SLUMARY SHEETS by W rrA and 7R. The Truss Plate Institute (TPI) is located at 583 D•Onohto Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 VYtsconsin53719. The American Forest and PaperAssociation WPA) is located at 1111 Ift street NW. Ste 800. Vybshington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: EG Qty: 1 CRITICAL MEMBER FORCES: TC 20 DFL #1 2x4 - Platin9gS�sppeec • ANSI/TPI - 1995 This design based on chord bracing applied following BC DFL #1 GEL BLK 2x4 DFL STANDARD THIS DESIUt IS THE ITE RESULT OF MULTIPLE LOAD CASES. per the schedule: mac o.c. fran to PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.OQ" 15- 0- 0 24- 0- 0 Loaded for 10 PSF non concurrent BOLL. THEY ARE BASED ON 1.5•• HANGER NAILS FOR This truss is designed using the Drainage must be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Cade. Ma use ad tiara staples for gable blocks. BUILDING OES�GNER MUST VERIFY GABLE LOADS! GIRDERS. IF 2.5" (UN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED GBY OTfIERS). Bldg Enclosed .Yes Liportance Factor 1.00 Truss Location - NoI End Zone [+7 ggxapbole bracing required 0 58" intervals, RATING BASED ON GREEN LUMBER VALUES. Hurricange/Ocean Line - No Exp Catego C ft See "GenedraloGwi aable Deetails", ODDOlied 2065035. Mean Lrootthei9tZ X14 'L6Bft9 aphhth 89.00 CBC Standard Occupancy, Dead Load - 13.2 psf 2.8-0 4 1a -o -o 11-0-o I 13-9-0 1 2 3 4 5 6 7 8 9 1012 13 14156 17 18 19 2222 23 24 25 26 27 28 29 301 r 7A0 -7.00 2�0__Q 2-8-0 2-8-0 6/19/2006 ® HOMEWOOD VVAK/V//VURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not thus system It has been based on spectfiratlau provided by the component manufacturer and dare in eocormnm with the anent versions of TPI and AFPA design standards. Mro responsibility is assumed for dimensional accuracy. wnens!ons are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that the ro utiles on this design meet or enmeed the loading Imposed by the local building code and the particular application. The design assumes mat the top chord Is laterally braced by the roof or floor sheathing and the bottom Mord is Morally braced by a rigid sheathing material directly attached, unless otherwise Cust: SCOTT ROWE WO • Dri ve_T_0610606_L00005_100001 Dn r :.MA #LC = 16 WT: 424# sads 9 TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 noted. Bracing shown is for roteral support of cariments members onty to reduce buckling length. This component shall not be placed N any TC Snow 0.00 psf TC Dead 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mb r Bnd / Comp / Tens ® TRUSS environmentthat will cause the moisture cadent of Nnx e wood to eeed 19% andfor cause connector plate mnoslon. Fabricate. harMInstalle. al 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 end brace this truss in accordance with the following standards: and cutting Detall Reports• available as output from Tmswai software. 'ANSVTM V, WCA l'- VAmd Truss Council of America Standard Design Responsibilities. WILDING COMPONENT SAFETY INFORMATIM - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (BOSI 143) and SCSI Sl IMWRY 91EEM by WfCA and TPI. The Truss Plate Institute (TPQ is located at 583 D'Oimfrio Drive, Madison, wisconsin53719. The Arneritan Forest and Paper Association (AFPA) is located at 1111 1 Pth Street, NW, Ste 800, %Mashington, DC 20036. Bldg Code: CBC -01 DEFL RATIO• L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: EG1 Qty: 1 1 MEMBER FORCES: TCC 2xOFL B 4 DFIL #1 CBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non concurrent BC.L. Drainage must be provided to avoid ponding. BUILDING a0E5UlER MUST1VVERIFY G48LE bL1OCc05!. [+1 gable bracing required 0 58" intervals, if exposed to wind required applied to face. See "General Gable Details', 0002065035. THISiDESI(NCIS THEICOMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY QHAN�GEERRSS MUST BE REE-IEVAALUA ED 68Y MERS). PLATING BASED ON GREEN LUMBER VALUES. 2-8� 14-0-0 11-0-0 14-0-0 8.6-3 12.5. x 04-3 1 2 3 4 5 6 7 8 9 1012131415617 1819 2Q 22 23 24 25 26 27 28 29 3031 7.00 3-4 3-4 7.00 39-0-0 9-8-1 SHIP 54 x 04-3 2-8-032 33,?45678901234890123 6456789 f1 q 1 q ff TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT This design based on chord bracing applied per the follwvi ng schedule: max o.c. from to ThTC is truss is2designedlusing the 24- 0- 0 CBC -01 Code. Bldg Enclosed - Yes IArportance Factor - 1.00 Truss Location hh. Not End Zone Me.CBC coBldg o ardi0ccuipan14.ne - No , acy, Dead hth 9z.00fft 6/19/2006 WAHIV /NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design Is for an individual building component not truss system It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0610606_L00005_J00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • MA #LC = 16 WT: 42 5# ere to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer mat ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized on thisdesign meet or emeed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, Mess otherwise ® TRUSS noted. Bracing shown Is for lateral support of components members only to reduce bedding length. This mrnponem shun not be placed in any that with rause the moisture content of the wood to eeed 19% and/or cause connector plate corrosion. Fabricate, handle, instae emAromnem �m TC Snow 0.00 psf TC Dead 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. end brace this toss In accordance with the following standards:' dim em cutting Detail Reports' avatlable as output from Twwal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 'ANSVrPI 1'. VAICA 1'- Wood Truss Council of Armelca Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1.03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Teas Plate Institute (TPC is located at 583 D'Onohio Drive, Madison, wisconsln 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste eco, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: RICHARD SHIPPEN Truss ID: CAPB Qty: 11 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL of 2x4 Platingg�sppeec ANSI/TPI -1995 URSFT REACTION(S) 1 0- 5-12 212 3.50 1.50 2 5- 0-10 212 3.50" 1.50" DFL tl WEB 2x4 DFL STANDARD THIS OESIQi IS THE COMP ITE RESULT OF MULTIPLE LOAD CASES. Support 1 -51 lb Support ,z -51 lb BRG REQUIREMENTS shown are based ONLY RATE VALUES PER ICBG RESEARCH REPORT #1607. RATING BASED ON GREEN LUhBER VALUES. IF RANGERS ARE INDICATED ON THIS DRAWING, THEY ARE WED ON 1.5" HANGER NAILS FOR This truss is designed using the Ce 01 Code. on the truss material at each bearing O.C.Spacing 2- 0- 0 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, lnportance Factor . 1.00 MAX DEFLECTION (span) : L/999 MEM 4-5 (LIVE) LC 8 DEFL RATIO: L/240 TC: L/24 GIRDERS. IF 2.5" GUN NAILS ARE USED THE RANGERS MUST BE RE-EVALUATED (BY 6HERS). Truss Location Not End Zone Hurricane/Ocean Line - No Em tatego - C oo ft 2 �]D L= 0.00' D= 0.00' T- 0.00" CRITICAL MEMBER ��: Mean Lrootthe-g 62.00 AlBid npirth- �9 CBC Standard Occupancy, Dead Load . 13.2 psf DU TC C-213 1 R.)/ TTlb.(WR.) CSI 1-2 213((1.25))/ 62((1.603 0.05 2-3 213 1.25 / 62 1.60 0.05 S 6-ll(D1U. R6 % 7 1U.25) 09 0.066 kill COMP.(DUR.)/ 1116. WR. CSI 2-5 / 47 0.90 0.03 1-7-8 0-0-2 GHoleoli 2-92-9 3 2-92-93 2-9-3 5-6-6 2-9-3 2-9-3 1 2 3 7.00 -7.00 B1 132 W:308 5� 6 W:308 4 5 R 949 U:-51 2-9-3 .-51 2 9 2-9-3 5-6-6 are Oft% by "1 %=bz are Dosdl as e. 1-7-8 SHIP ® HOMEWOOD VVAKIVIIV URead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building comment not truss system H has been based on specifications provided by the component manufacturer and done in accordance with the current Versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascenain that the toads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the lop Mond Is laterally bread by the roof or floor sheathing and the bottom Mord is latently braced by a rigid sheathing material directly attached, unless otherwise Cust: SCOTT ROWE W0: Dri ve_T_0610606_L0000 S-100001 n r Ds MA #LC = 30 WT: 22# g TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 f fJ wr T RV ® rated. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any it nerd that v Q1 cause the moisture cordem of the wood to exceed 18% endfor cause connector plate corrosion. Fabricate. handle. Install TC Snow 0.00 psf TC Dead 14.00 psf SnowDu r L=1.15 P=1.15 Rep Mb r Bnd /Comp /Tens 1 J 4445 Northpark Dr. and brace this cuss lo and G Tnval software. accordance with the following standards., anthg Detail Reports• available as output from s BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANUTP1V,WrCAV- Wood Truss Council ofAmerica Standard Design aaspatsibiliues,BUILDIN000MPONENTSAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (BCBI 1-03) and WV SUMMARY SHEETT by WFCA and TR. The Toss Plate Institute M is located at 583 D'Orwhio Drive. Madison. VMsoDnsin 53719. The American Forest and Paper Association (AFPA) is located at I I I I l9th Street, NW, Ste SOD, Viftshington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 IJob Name: RICHARD SHIPPEN Truss ID: CAPG Qtv: 2 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 BC CBL BLK 2x4 DFFLL STANDARD RATE VALUES PER ICBG RESEARCH REPORT #1607. Ma use adeqstaples for gable blocks- Sul locks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! [+1 gable bracing required 8 f8" intervals, Cil to mnd load applied to face. See "General Cable Details', C002065035. 3-1-0 0-0-2 Platin spec : ANSI/TPI - 1995 THIS D�ICN IS ��COMPOSITE RESULT OF IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE RASED ON 1.5" HANGER NAILSFOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). RATING BASED ON GREEN LUMBER VALUES. 2-8-0�F' � d1-10-3 2-8-0 2-8-0 I 7-10 6 10-6-6 5-3-3 5-3-3 1 2 3 4 5 67 8 9 7r/ 00 7.0� 3-1-0 SHIP 0-0-2 10 11 62cA-l" "'145 16 17 2-8-0 42-0-3 I-10-3 2-8-0 2-8-0 6-6 6 -10-6 10-6 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT Cir lDi3tes��a�s�e r�ame2 o a�tes lore c rPIN This truss is designed using the CB 01 Code. Bldg Enclosed - Yes Inhportance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean � h �9.00 BBlanLt62.00f$48iEh _ 0 ft eroofheight CBC Standard Occupancy, Dead Load - 13.2 psf WAKNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: SCOTT ROWE This design is for an individual building component not truss system It has been based on spedOmt!ons provided by the component manufacturer W0: Dri ve_T_0610606_L00005) 00001 ® and done in accordance with the anent versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 30 WT: 57# are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu HOMEWOOD utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes Net the top chord is latently braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigld sheathing material directly attached, unless otherwise ®TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This conponem shall not be placed In any environment that will cause the moisture content of the wood to exceed 16% and/or cause connector plate corrosion. Fabricate, handle, install psf TC Dead 14.00 psf r L=1.15 P=1.15 Rep Mb r Bnd / Comp / Tens 4445 Northpark Or. and brace sustandards: ace this ss In accordance with the following staards:'Joint and cubing Detail Reports arailade as output from Tnewal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 1 afm,A 1 ,mood Truss Council of Amedea standard Design Responsibilities, 'BUILDING COMPONENT SAFM INFORhwnar • BC Dead 8.00 psf 0. C. Spaei ng 2- 0- 0 (BCSI 1-03) and 13CSI SUMAAARY SHEETS by WMA and TPI. The Truss Plate Institute M is located at 583 OOnofifo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 V&wnsin53719. The AnerivanForest and Paper Association (AFPA)islocated atII11IftSUM, NW,Ste8o0,Wasiingbn,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... ROWE Date..09/27/06 15:19:16 Project Address........ MORREL CIR. LOT53 ******* --------------------- OROVILLE, CA *v7.20* I I Documentation Author... JACK MUNDS ******* I Building Permit # I Munds Drafting & Design Services I I 708 Colusa Ave., Ste 5 I Plan Check / Date I Yuba City, CA 95991 I I (530) 674-7800 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. ----------------------- MICROPAS7 v7.20 File-SR1753 Wth-CTZ11S05 Program -FORM CF -1R I i User#-MP2299 User=Munds Drafting & Design S Run-SR1753 I ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kTDV/sf-yr) Design ---------- Design -------------------- Margin = - _----------------------- - Space Heating.......... 17.30 15.79 1.51 = = Space Cooling.......... 17.36 16.41 0.95 = - Water Heating 12.68 12.68 0.00 = = Total 47.34 44.88 2.46 = _ *** Building complies with Computer Performance _ *** HERS Verification Required for Compliance GENERAL INFORMATION HERS Verification.......... Required Conditioned Floor Area..... 1753 sf Building Type .............. Single Family Attached Construction Type ......... New Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type........... FullYear 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..... Slab On Grade 1 18351 cf 1753 sf 12.4 % of floor area 0.39 Btu/hr-sf-F 0.35 10.5 ft 0 d CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ------------------------------- Project Title.......... ROWE Date..09/27/06 15:19:16 I MICROPAS7 v7.20 File-SR1753 Wth-CTZllS05 Program -FORM CF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION FENESTRATION SURFACES --------------------- Area U- Act Orientation (sf) factor SHGC Azm Tilt ------------------ ----- ----- ----- --- ---- 1 Wind Front (SW) 6.0 0.400 0.350 225 90 2 Wind Front (SW) 16.0 0.380 0.350 225 90 3 Wind Left (NW) 16.0 0.380 0.350 315 90 4 Wind Left (NW) 16.0 0.380 0.350 315 90 Exterior Shade Type Location/Comments -------- ------------------------ Standard F1/Vinyl/Wood Fixed Low Standard F2/Vinyl/Wood Operable L Standard L1/Vinyl/Wood Operable L Standard L2/Vinyl/Wood Operable L Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type -------------- (sf) ----- (cf) ------ Units le ----- ----- ioned ----- Type -------- (ft) (sf) Housewrap ----- Living 1753 18351 1.00 4.0 Yes Setback ------- ---------- 2.0 Standard No OPAQUE --------------- SURFACES U- Sheath- Solar Appendix Frame Area fact -,Cavity ing Act Gains IV Location/ Surface ------------ Type ----- (sf) ---- or ----- R-val ----- R-val ----- Azm Tilt Reference Comments 1 Wall Wood 255 0.102 13 0 --- 225 ---- --- 90 No --------- -------------- IV.9 A3 2 Wall Wood 18 0.102 13 0 135 90 Yes IV.9 A3 3 Wall Wood 25 0.102 13 0 225 90 Yes IV.9 A3 4 Wall Wood 82 0.102 13 0 225 90 Yes IV.9 A3 5 Wall, Wood 321 0.102 13 0 315 90 Yes IV.9 A3 6 Wall Wood 211 0.102 13 0 45 90 Yes IV.9 A3 7 Wall Wood 158 0.102 13 0 45 90 Yes IV.9 A3 8 Wall Wood 36 0.102 13 0 135 90 Yes IV.9 A3 9 Wall Wood 239 0.102 13 0 135 90 Yes IV.9 A3 10 Wall Wood 31 0.102 13 0 135 90 Yes IV.9 A3 11 Door None 20 0.330 0 0 225 90 Yes None 12 Door None 20 0.330 0 0 225 90 No None 13 Roof Wood 1753 0.025 38 0 n/a 0 Yes IV.1 A18 Attic PERIMETER ---------------- LOSSES Appendix Length F2 Insul Solar IV Location/ Surface ------------ (ft) ------ Factor R-val Gains Reference Comments 14 S1abEdge 182 -------- 0.760 ------- R-0 ----- --------- No None ---------------------- FENESTRATION SURFACES --------------------- Area U- Act Orientation (sf) factor SHGC Azm Tilt ------------------ ----- ----- ----- --- ---- 1 Wind Front (SW) 6.0 0.400 0.350 225 90 2 Wind Front (SW) 16.0 0.380 0.350 225 90 3 Wind Left (NW) 16.0 0.380 0.350 315 90 4 Wind Left (NW) 16.0 0.380 0.350 315 90 Exterior Shade Type Location/Comments -------- ------------------------ Standard F1/Vinyl/Wood Fixed Low Standard F2/Vinyl/Wood Operable L Standard L1/Vinyl/Wood Operable L Standard L2/Vinyl/Wood Operable L CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 ---------------------------------- Project Title.......... ROWE Date..09./27/06 15:19:16 I MICROPAS7 v7.20 File-SR1753 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ----- ----- ----- --- ------------ ------------------------ 5 Wind Left (NW) 16.0 0.380 0.350 315 90 Standard L3/Vinyl/Wood Operable L 6 Wind Back (NE) 16.0 0.380 0.350 45 90 Standard B1/Vinyl/Wood Operable L 7 Wind Back (NE) 16.0 0.380 0.350 45 90 Standard B2/Vinyl/Wood Operable L 8 Door Back (NE) 40.0 0.400 0.350 45 90 Standard B3/Vinyl/Wood Patio Door 9 Door Right (SE) 33.0 0.400 0.350 135 90 Standard Rl/Vinyl/Wood Patio Door 10 Wind Right (SE) 16.0 0.380 0.350 135 90 Standard R2/Vinyl/Wood Operable L 11 Wind Right (SE) 16.0 0.380 0.350 135 90 Standard R3/Vinyl/Wood Operable L 12 Wind Right (SE) 11.0 0.380 0.350 135 90 Standard R4/Vinyl/Wood Operable L OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface (sf) Width Height Depth Height Extension Extension ----------- ----- ----- ------ ----- ------ --------- --------- 1 Window 6.0 4 2 1.5 4 n/a n/a 2 Window 16.0 4 4 1.5 6 n/a n/a 3 Window 16.0 4 4 1.5 1 n/a n/a 4 Window 16.0 4 4 1.5 1 n/a n/a 5 Window 16.0 4 4 1.5 1 n/a n/a 6 Window 16.0 4 4 1.5 1 n/a n/a 7 Window 16.0 4 4 1.5 .1 n/a n/a 8 Door '40.0 6 6.67 8.33 .5 n/a n/a 9 Door 33.0 5 6.67 23.5 .5 n/a n/a 10 Window 16.0 4 4 1.5 5 n/a n/a 11 Window 16.0 4 4 1.5 5 n/a n/a 12 Window 11.0 3 3.5 1.5 4 n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1753 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 ----------------------------------- Project Title.......... ROWE Date..09/27/06 15:19:16 ----------------------------------- I MICROPAS7 v7.20 File-SR1753 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- HVAC SYSTEMS ------------ Verified HVAC SIZING Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type ------------ Systems ------- Efficiency EER or TXV Airflow Draw Capacity Furnace 1. ----------- ----- 0.900 AFUE n/a -----=------- n/a -------- n/a -------- n/a -------- n/a ACSplit 1 14.00 SEER No No No No -No- HVAC SIZING Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS Verified Total Sensible Design Maximum System. Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type ------------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr) ---------- (Btu/hr) Furnace 31867 n/a n/a ---------- n/a ACSplit n/a 20302 24501 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.575 50 R- n/a DUCT SYSTEMS ------------ Verified Verified Verified System. Duct Duct Duct Surface Buried Type ------------- Location ----------- R -value Leakage ------- Area Ducts Furnace Attic ------- R-4.2 Yes -------- No --------- No ACSplit Attic R-4.2 Yes No No WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.575 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 --------------------------------- Project Title.......... ROWE Date..09/27/06 15:19:16 I MICROPAS7 v7.20 File-SR1753 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2299 User-Munds Drafting g & Design S Run-SR1753 --------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates HERS verified Insulation Installation. This building incorporates HERS verified Duct Leakage. This building incorporates a Zonally Controlled HVAC System. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -9R installation certificate. *** This building incorporates HERS verified Insulation Installation. This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -9R. If the measured CFM -is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... ROWS ----------------------===Date 09/27/06 15:19:16 I MICROPAS7 v7.20 File-SR1753 Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ---------------------------------------------------------------------- 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. DESIGNER or OWNER Name.... SCOTT ROWE Company. Address. Phone... (530) 329-4759 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) i DOCUMENTATION AUTHOR Name.... JACK MUNDS Company. Munds Drafting & Design Services Address. 708 Colusa Ave., Ste 5 Yuba City,.CA 95991 Phone... (530) 674-7800 Signed. � 7/06_ (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Project Title.......... ROWE Date 08/23/06 09:08:36 Project Address........ MORREL CIR. LOT53 *******--------------------- OROVILLE, CA *v7.10* I I Documentation Author... JACK MUNDS ******* I Building Permit # I Munds Drafting & Design Services I I 708 Colusa Ave., Ste 5 I Plan Check / Date I Yuba City, CA 95991 I I (530) 674-7800 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ------------------------------------------- I MICROPAS7 v7.10 File-SR1753 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). 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 *150(a): Minimum R-19 insulation in wood framed ceiling or De- En- sign- force- n/a er ment equivalent U -factor in metal frame ceiling �3d 150(b): Loose fill insulation manufacturer's labeled R -Value XX *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 _XX_ or equivalent U -factor XX 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue _XX_ damper and control 2. No continuous burning gas pilot lights allowed _XX_ 150(f): Air retarding wrap installed to comply with Sec. 151 _XX_ meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only XX _XX_ 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.30, water vapor permeance rate no greater than 2.0 perm/inch _XX_ 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ _XX_ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have _XX_ MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 Pro'ect Title.......... ROWS Date 08/23/06 09:08:36 ----------------------------------------------- I MICROPAS7 v7.10 File-SR1753 Wth-CTZllS05 Program -FORM MF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line 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 R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value _XX_ 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A I XX 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation XX *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, XX XX De- En- sign- force er ment XX XX XX XX XX XX XX XX MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Project Title Title.......... ROWE Date..08/23/06 09:08:36 ----------------------- I MICROPAS7 v7.10 File-SR1753 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------------------------------------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. 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 _XX_ 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building Cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts _XX_ 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands _XX_ 4. Exhaust fan systems have back draft or automatic dampers _XX_ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers XX 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material _XX_ 7. Flexible ducts cannot have porous inner cores _XX_ 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light _XX_ 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. _XX_ 3. Pool system has directional inlets and a circulation pump time switch _XX_ 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) _XX_ 118(1): Cool Roof material meets specified criteria XX RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz XX MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title.......... ROWE Date..08/23/06.09:08:36 ----------------------------------------- I MICROPAS7 v7.10 File-SR1753 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2299 User-Munds Drafting & Design S Run-SR1753 ------------7--------------------------------------------------------- 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast _XX_ 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires _XX_ 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high. efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option _XX_ 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does.not turn on automatically or have an always on option _XX_ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals _XX_ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) _XX_ 150(k)7: Lighting for parking lots for 8 -or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131', and 146 XX 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) XX RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS-5R==== Page -1 -- Project Title.......... ROWS--------------------------Date__08/23/06 09:08:36 I MICROPAS7 v7.10 File-SR1753 Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2299 User-Munds Draftingg & Design S Run-SR1753 ---------------------------------------------------- ------------------------- At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high' efficacy must be switched separately. Luminaire Type --------------- ,��C��S t� KITCHEN LIGHTING SCHEDULE ------------------------- High High Efficacy Efficacy Other (Yes/No) Watts Quantity Watts Watts ------------------------------ �t xg = 26 �s or x = or x = or x = or x = or Total A= B= Complies if A >= B Yes k No Rules for Determining Residential Kitchen Luminaire Wattage Screw Base Sockets - Section 130(c) 1 (Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory -installed label (luminaire wattage is not based on type or wattage of lamp that.is used). Permanently or Remotely Installed Ballasts - Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturer0s catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. Volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current limiter, the higher of - The wattage (or VA) rating of an approved integral current limiter controlling the tra - 15 watts per linear foot of the track; or 3. For tracks without an integral current limiter, the higher of 45 watts per linear foot of the track or - The total wattage of all of the luminaires included in the system. Low Voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c) 1-4) The maximum rated wattage, or operating input wattage of the system, listed on a permanent factory installed label, or published in manufacturer's catalogs, based on independent testing lab reports.