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HomeMy WebLinkAbout040-640-003a � 3 vs G c - ='s 0 PERMIT#97-1211 POLLACK, Dave & Darcy 35 New Foster Place, Chico Cont: Earnam Construction Co. New Single FamilyFj�,��- 04P-64&- 00-2403 f ViA(> POLLAY, DAVID & DARCY v`v 35 NEW FOSTER PLACE, C.-C`O'"'k111� CONTR: CARE FREE POOL�., NEW POOL p(�vy� R19 �89fC�8 06-1560 SUI:. LES 35 NEW FOSTER PLCHICO Cont: DENNIS ALAN COCKREU ADDITION_/f •� 1307-1302 040-640.003 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE 900j I 35 NEW FOSTER PL pp �^ j SUE, LESLIE `�.P''V` "10p) B07-1303 MISCELLANEOUS 040-640-003 CONVERT EX GARAGE TRemodel 35 NEW FOSTER PL O EXERCISI SUE, LESLIE .✓;�W Z/CU BOS-0550 Y 040-640-003 MISCELLANEOUS Patio Cover/Cvd Pch NEW COVER PATIO OVER SLAB 35 NEW FOSTIjR PN SUE, LESLIE 1' , ^6U I 04s (-I�t 0-1og0-CO 3 LAND DEVELOPMENT CLEARANCE v CLAIMAN' ADDRESS CITY & S1 DATE OFI COUNTY PBUTTE Oroville, California GENERAL CLAIM SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT .CLERICAL ERROR, OVERCHARGED. (A.P. #040-040—.068, B.P.#97-1121, RECEIPT , DA ER: DAVE &-I= POLLAUK.T TOTAL AMOUNT OVERCHARGED.................................$92.00' TOTAL AMOUNT TO BE REFUNDED..............................$92.00 TOTAL $92. 0 I, the undersigned, declare under penalty of perjury that the services or articles claimed h been performed or ry ed, d that this claim is true • 0 M -A 1nd correcA!�ay '- Dated this of 199at Calif.roximrami AT Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or les specified a o ave an performed or delivered and that there is a Budget Appropriation [ J or Specific Board Approval [ ] (Check one) r t e. Dated this 9TH day of JUNE, 1998, at OROVILLE , Cali . -- D artment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND i DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY I DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AM,'r. j CA FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: Arm 44IN F est. �)*esW, heAW. `: + I &40q� At 4"a • �� r'�. Q Elec Filing Fee: $ Mech Filing Fee: t "° • Energy P/C Fee: . • . , ��i, Plan Check Fee: Inspection Fee: SRA Fee: vATotal ~Amount Retained TOTAL REFUN DUE N4 V 7 f .1 $ q9-4 (� REFUND CLAIM APPLICATION CLAIMANT'S NAME en I I MAILING ADDRESS as rcl, i may* -C—e_ ASSESSOR PARCEL #: F) 4 - qD=LL62 e RECEIPT NUMBER(S) as a a !a c,;. 23 1 Request AN fees paid on 14 abovejeceipt number(s) for the fallowing reasons: which you wish to have refunded.) Building Permit Fees /\ ( ) SRA Fees (CDF Fire Planning) Disposition of Plans: Plans returned to me at counter Please mail plans to me at above address. Please dispose of plans. SIGNATURE DATE Sheriff Fees Urban Area Fees 79 �olE (? r/yr ria- , r ( s OK ...,A: AVAPs AWGe• ,gam 0�9160 G-/ -19 W.t1- PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEW-AL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 35 NEW FOSTER PL Owner: Permit NO: B08-0550 APN: 040-640-003 SUE, LESLIE Issued Date: 06/24/2008 By KEJ Permit type: MISCELLANEOUS 35 NEW FOSTER PLACE Subtype: Patio Cover/Cvd Pch CHICO, CA 95928 Expiration Date: 06/24/2009 Description: NEW COVER PATIO OVER SLAB (530) 891-4383 Occupancy: Zoning: Contractor Applicant: Square Footage: REVILLE CORPORATION THE REVILLE CORPORATIC Building Garage Remdl/Addn _THE 18940 NORTH DRIVE 18940 NORTH DRIVE JAMESTOWN, CA 95327 JAMESTOWN, CA 95327 Other Porch/Patio Total (916)802-7202 (916)802-7202 180 180 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Patio Cover/Covered Porc $164.00 DBSMIP Residential $0.50 Total Charged: $243.40 Fees Paid: $243.40 Balance Due: $0.00 Receipt No: B6832 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 THE REVILLE CORPORATION 779963 / B D34 / 03/31/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDE RY that I am licensed under provisions of Chapter 9 (commencing with on 7000) of Division 3 of th usiness 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 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 06/24/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: COntfaC Ignature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR 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 ❑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, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are;("` thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: B(jvC✓ -r Policy Number: 2246 Exp. Date: Contractor's License Law.). (This section nee not be completed if the permit is or one a hundreddoollars ($100) or less. ❑ I AM EXEMPT under Section B. & 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' Compensation Laws of California, and agree that if I should become subject to the workers'X 06/24/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X Q 06/24/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign 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 officers, agents 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 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 inspection purposes. I hereby certify that I am the property owner or am au to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY (+Z, 06/24/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Nlairteoffermittee N] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ElOwner Contractor OR; E]Agent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" NO. OFFICE 4:(530) 538-7541 FAX #: (530) 538-2140 �I A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name C ��} First Name�v� ddress Mailing Address— City City / Stated Zp Phone Fax E-mail i CONTRACTOR Name JRl 6- Address Iql y O/� City6",e,s�w� StateG ZiP16,32- Phone 6 Fax/_ E-mail Lic. # __77qq6 3 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address SRA City Fax Sta a Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State SRA Phone Fax E-mail , ✓6a 4L 77.Cc kao, PROJECT LOCATION APO - _ U Property Address S Isle City WORKER'S COMPENSATION Policy Number gev0�/ Carrier If hiring anyone other than licensed contiTctors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. .ff - CttJ fi -clmrlw_,� Sq FT- Living /160 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy �� (Note previous -use): 4 6 For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. r J le Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municir)alcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0550 Location: 35 NEW FOSTER PL Parcel Number: 040-640-003 Date: 03/27/2008 Owner Name: SUE, LESLIE Phone: (530) 891-4383 Description: NEW COVER PATIO OVER SLAB _V��� Signature of Applicant: Date: 03/27/2008 FILE 165.20' F LOT 3 44,015 SF. 9b1% WV. I i PLAN Lim ,, 16 /06 Use G Parking: Landscaping ----- Other: Signature: I FIML" I SO couo -rT� DN,sIoV� APp90 owner* prN cop FELE 0 SEPTIC TANK NEW ESTER PLA GE kl i—,, .- 0 — :. I 40 50 60 10 bo - 1 TE PLAN 1 j,1 f I LGS PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER - DRAWN BY: K.K. GENERAL NOTES: LIVE LOAD = GOVERNING CODES: SHEET 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, --� ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL-ADM1-00. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING DRAWING NOTES: QROFES$ TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY Q CA•�'/,o 2. ALL ITEMS PERTAINING IDENTIFIED. ,((�`� Q`S' 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. CO .. r 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL C7 f" METHOD OF CONSTRUCTION. uNo. 79 $ CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. ;v Exp. ` 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED 1 REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS 7C WITHOUT AN APPROVED CHANGE ORDER. �� ( lK. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. P 9 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. e. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. l z -242I 10. 20# L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS. v LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C. WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. DESIGN CONSIDERATIONS: MATERIAL SPECIFICATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED VF "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. PROJECTIO((NHO))R� WIDTH (P FT)), SHAL LN((OTFEXCCED ONE ��)DIVIDED BY THE PATIO COVER 22. T . RAV\ADTIO(PUFT), Ar O C OOT LENGHXCCED OLE T1 DIVIDED BY THE PATIO COVER PROJECTION 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN SOIL VERTICAL SOIL BEARING PRISSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; L/ HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN'CORDANCITH THE NATIONAL DESIGN SPECIFICATION. if1 -.00Y, A n O�GG� NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS BY: SHEET REPORT NUMBER DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1 OF 29j08 ER- SCALE: NONE ALTA LOMA. CA951 741-2107 GENERAL NOTES ( ) HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 NO. 1.101s11+ REVISED BY: K.K. & D.P 90,100&110 MPH (916) 452-7021 FAX 403-1519 sales@cturalum.Com RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. PROD SEE SCHEDULE MAX. O.H. 25% OF SPAN O.H SEE SCREi I— LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- r CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALE:NTS T/1'fC ACTT ATTAfl LJCn C?I1kIl-1 C G -I RAFTER, SEE TABLE FOR SIZE AND SPACING . MAX. O.H. O.H 25% OF SPAN cR 10j'L'G G I OST HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES FX/`STi,VGeOjC NOTE: THIS NOPEN OT LATTICE -TYPE ED OR STRUCTURE E ED. SE SCHEDULE p/NG ` RAFTER, SEE \ LE SIZE FOR SIZE AND SPACING / PLATES SEE DETAIL 31/2• SLAB ATTACHMENT MAY BE USED WHERE I PERMITTED. VG E SCHEDULE FOOTING WHERE REQUI SEE SCHED. FOR FOOTING S NOTE: THIS OPEN LATTICE -TYPE STRUC ES MAY OL ENCLOSED OR CO Q F NOTE: THIS OPEN L MAY NCTT BE SEE POST DETAI "1 SFFTgSe��c/NG NOTE: EACH COMPONENT IS INTER- °ps 3lov a AB CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. e�F�/NG I� NSIN FOOTUSED TO TIINGSEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE POST HEIGHT SEE CH�DULI LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER- 'EABLE WITH ANY OTHER )NTENT UNLESS OTHER)GP9 MAX. C 5% OF I_� HEIGHT MAX. PROD. SEE SCHEDULE IIII POST WITH SIDE- PLATES SEE TAIL 31/2•SLABATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. ;tTH OF STRUCTURE VARIES POST CR SS -SECTION 'DO SEE POST 'ITA L O SST s'Oq ApCFOGyG 3 1n' SLAB MAY BE USED EiEA OMPONENT IS INTER- °os TO CONSTRAIN !N�G�tA TH ANY OTHER SFFT pq SCHEDUTI LE EE i%NTENVUNLESS OTHERWISE SHOWN. qe� /NG o FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE YP�='H" FREESTANDING MULTISPAN LATTICE STRUCTURE I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE 10/23/2007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psf DURALUM PRODUCTS, INC. SHEET ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 3I?Fo REVISED BY: K.K. & D.P. 90,100 8 110 MPH (916) 452-7021 FAX 403-1518 sales@dumlum,com 1as�<OF ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL — C SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S, SHT. 7 — THep LL Ora r S �AR/ES ROOF PANEL MIN. 0.5" SLOPE PER FT. SESCHEDULE ENCLpSED FOR SPANS "O.H." NOT TO EXCEED 25% 111"' l OF SPAN SEE DETAIL FOR SPLICE RUC�RE ROOF PANEL O.H VqR\I\� SEE SCHEDULE FOR SPANS OS •sp OPTIONAL: CANTILEVER 1/2" SQ. SCROLL POSTS BE ENCLOSED) EE SCHEDUN SP N SE 1 SSCHEDULE OF SPAN POST SPACINGR TO CONSTRAIN SEE DETAIL FOR SPLICE —/ POST IND FOOTING, SEE O25 SLAB ATTACHMENT OPTIONAL: CANT LE SQ. POSTS, SIZE VARIES C/NG DULEs OFSp XCF MAY"BE USED WHERE ALTERNATE: qN r PERMITTED. 3 1/2" SLAB SINGLE POST 2S°b MAY BE USED SSCHEDULE OF SP ' qN SEE SCHEDULE SINGLE POST MAX. HT.= = 12' SEE SCHEDULE SCHEDULE ` NOTE O SPLICE AT THIS c__ NOTE: NO SPLICE AT THIIS POST DAT END BAYS. 44 POST ANDA END BAYS. FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE Q NOTE: EACH COMPONENT IS INT CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHER T/Mr7 11All ATTAnucn nlKlnl r- elMAwl a IAIIIAKI-111 1111-1 lc1' ALUMINUM RUC�RE ROOF PANEL O.H VqR\I\� SEE SCHEDULE FOR SPANS (MAy NOT ALTERNATE: BE ENCLOSED) O. SP N 3 1/2" SLAB "O.H." NOT TO EXCEED 25% MAY BE USED OF SPAN NOTE TO CONSTRAIN SEE DETAIL FOR SPLICE —/ POST IND FOOTING, SEE /'OST SEFSpHE OPTIONAL: CANT LE SQ. POSTS, SIZE VARIES C/NG DULEs SEE SCHEDULE FOR POST SPACIN O -H. 3 1/2" SLAB 2S°b MAY BE USED ALTERNATE: OF SP ' qN TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE O SPLICE AT THIS POST DAT END BAYS. F x CML ME SEE DETAIL FOR SPLICE 1 1/2" SQ. SCROLL POSTS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. WSCHEDULE I 'MAXi1cIT = 12' /e WHERE REQUIRED -/ DULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C11 FREESTANDING W/CANTILEVER OPTION NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "Rt VgRIES (Mqy NOT BE ENCLOSED ' SEEQq SCHEDS SEE DETAIL FOR SPLICE BEAM Pt)STSPACING SQ.,POSTS, SIZE VARIES ALTERNATE: 25 o OFSpC E '� SINGLE POST 3 1/2" SLAB SEE SCHEDULE MAY BE USED iv NOTE TO CONSTRAIN POST IND FOOTING, SEE SCHEDULE tC FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C11 FREESTANDING W/CANTILEVER OPTION NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "Rt VgRIES (Mqy NOT BE ENCLOSED ' SEEQq SCHEDS SE SCHEDULE R Pt)STSPACING ALTERNATE: 25 o OFSpC E '� SINGLE POST SEE SCHEDULE NOTE 40 SPLICE A THIS POST IND AT END BeYS._ FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9" STEEL ROD TYPED" FREESTANDING MULTI; NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. )AN W/CANTILEVER OPTION -C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: EPORT NUMBER DATE: 10/2312007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC. SHEET R- SCALE NONE ALTA LOMA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 �oe0 ccmas�< REVISED BY: KK & D.P. 90, 100 & 110 MPH (918) 452-7021 FAX 403-1519 seles*duralum.com .77' [V N 4574' SOLID PANEL SPANS FOR COMMERICAL &PATIOS 90/100/110 MPH EXPOSURE B & C .09R. (I.S.) 67" .25" ALL UNMARKED RADII .06R 2.5" T= N 9 " .75" 7.25" 0" ALUM. ALLOY 3004-H36 OR EQUAL EXIST. WALL 8"x2 1/2" FLAT PAN L.L.="T' (PSF) (IN.) 90,100 &110 MPH SPAN EXP.B EXP.0 10 .018 12'-9" 13'-9" .020 13'-6" 13'-6" .024 14'-9" 14'-9" .032 17,_4" 17,_4„ .040 18,_9" 18'-9" 20 .020 9'-9" 9'-9" 024 10'-6" 10'-6" .032 12'-8" 12'-8" .040 14'-2" 14'-2" 30 .020 8'-0" 8'-0" .024 8,-g" 8'-9" .032 10'-4" 10'-4" .040 11'-8" 12'-9" EXIST. WALL SEE SCHED. FAN BEAM — FAN BEAM' c CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) 2„_-1 T=.070” TY . 3" HEADER ALUM. ALLOY 3004-H36 OR EQUAL 17 ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 1 0# r20# 20'-7" EXP.0 15'-6" 30# 12'-9" FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL FAN BEAM ER HANNEL 3" FAN BEAM #12 S.M.S. S,CRf_W #12 S.M.S. SCREW AT HANGER CHANNEL I Agl ; �i T HEADER SS/� Q M� QGLL 3„ F` N.. 37948 I exp 1.042"x3"x ETFl%R 12 x 3l/2"S.M.S. SCBE AT HEADER 02 1/2" FLAT PAN L.L.= (PSF) "T' (IN,) 90,100 &110 MPH SPAN EXP.B EXP.0 10 .016 13'-9" 13'-9" .020 15'-0" 15'-0" .024 16'-9" 16'-9" .032 1.9'-2" 19'-2" .040 20'-7" 20'-7" 20 .020 10'-8" 10'-8" .024 12'-0' 12'-0' .032; 14'-0" 14'-0" .040 30 .020 024 9'-10" 9'-10" .032 11,4" 11'-4" .040 2'-9" Fl 12'-9" I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: SHEET DATE: 10/23/2007 REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 & 30 psf DURALUM PRODUCTS, INC. ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 FAN BEAM HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 �e OF ?07-0074 REVISED BY: K.K. & O.P. 70, 90 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com G SOLID PANEL SPANS FOR COMMERICAL & PATIOS ,.. 25"I_ .67.. _ } .43_.. x�t, 0 '+ 40.. 2.46 L.L.= (PSF) PANEL" (IN.) 90 MPH SPAN PAN 100 MPH SPAN 1.48' .40" I— EXP.B EXP:B EXP.B 101 .40' v —4C 3.00" 4.50" 10 — 4.50" —�— 4.50" — 4.51 0" 3.00" 15'-9" .024 24.00" 11'-7" 11'-7" 10'-4" ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI"V" PAN L.L.= (PSF) PANEL" (IN.) 90 MPH SPAN PAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP:B EXP.B 101 EXP.0 910" EXP.B 9._7. EXP.0 8--g- 10 .018 11._0.1 10._011 15'-9" .024 12'-10" 11'-7" 11'-7" 10'-4" 18'-1" 10'-0" 17'-4" .032 14'-9" 13'_4'• 13'-4" 174" 12'-10" 11- 20'-4" 20'-9" 19'-811 .040 221-41, 22'-4" 2214.1 20 .018 9'-6" 9'-61. 91.61 9'-6" 91611 9'-6" 11'-3" .024 101_711 101_71 1 10,_411 10'-7' 101.01 13'-0" .032 1114. ,000 11_81. 11'-8" 11'41 111.8.. 11171 15'-3" 15'-3" 15'-3" 040 171.11 1 .1 17'-111 30 .018 7'-9" 7'-9" T-9" 7'-9" 7_g. ,._91, 9'-3" .024 9'-0' 9._01. yl_011 91.01, 91.0.1 91.01. 10'-6' .032 101_211 10'-2" 101-2" 101-2" 10'-2" 10'-2" 121.6.. 12'-6" 121-6.. 040 14'-0" 14'-0" 14'-0" 90/100/110 MPH .5" 1 125" \1 1 tzs• 75" EXPOSURE B & C 31948 All _u N Exp. s tr ALUM. ALLOY 3004-H36 OR EQUAL a y��`�`_ � 07 12" x 3 1/2" W PANEL L.L.= (P F) PANEUT' (IN.) 90 MPH SPAN PH SPAN 110 MPH SPAN EXP.B EXP:B EXP.0 EXP.B EXP.0 10 .020 15'-6" 15'-6" 15'-6" 15'-9" 15'-6" 14'-6" .024 18'-1" 18'-1" 18'-1" 17'-4" 18'-1" 16-8" .032 20'-9.1 20._91. 20._91. 20'-4" 20'-9" 19'-811 .040 221-41, 22'-4" 2214.1 221-41, 22'-4" 22'-0" 20 .020 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 4 13'-0" 13'-01 13._01, 13'-0" 13'-0" 13'-011 .032 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 040 171.11 1 .1 17'-111 171_111 171-1" 171.111 30 .020 9'-3" 9'-3" g - " 9'-3" 91_311 91.31. .024 10'-6' 10'-6' 10'-6' 10'-6' 10'-6' 10'-6' .032 12'-611 121.6.. 12'-6" 121.6.. 12'-6" 121-6.. 040 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" SHEET 4 OF 29 JOB NO. GF07-=4 PANELFASTENERS 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M:S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH 075" 750" EXPOSURE B &-C fel R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6 PANEL SPANS / 8" PANEL SPANS t=.020" I t=.024" I t=.032" I t=.040" 6" 1 8" 1 6" 1 8" 1 6" 1 8" 1 6" 1 8" 10 1 10'-2" 1 1 12'-9" 1 1 13-4-1 1 14'-7" 20 8'-10" 10'-3" 11'-4" 12'-3" r" No. .7 8 30 T-1" 8'-4" 9'-10" 10'-8" Exp. 3 <J OUSE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS CN" X000 12z��0� 12" PSF 90- MPH 100- MPH 12" x 3 1/2" W PANEL #10 S.M.S. L.L.= PSF 90- MPH 20 100- MPH 11D- MPH 10 30 #10 S.M.S. #12 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. F7370#12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH 075" 750" EXPOSURE B &-C fel R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6 PANEL SPANS / 8" PANEL SPANS t=.020" I t=.024" I t=.032" I t=.040" 6" 1 8" 1 6" 1 8" 1 6" 1 8" 1 6" 1 8" 10 1 10'-2" 1 1 12'-9" 1 1 13-4-1 1 14'-7" 20 8'-10" 10'-3" 11'-4" 12'-3" r" No. .7 8 30 T-1" 8'-4" 9'-10" 10'-8" Exp. 3 <J OUSE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS CN" X000 12z��0� DRAWN BY: KK NL.L.= 6,0011/8 001, PSF 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S."" #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2)—V'S . DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET I.C.C. E.S. EVALUATION DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916) 5 OF 29 REPORT NUMBER SCALE: NONE ALTA LOMA, CA (951) 741-2107 PANELFASTENERS HORIZWIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO.GFOMW4 ER- REVISED BY: KK & D.P. 90, 100 & 110 MPH 452-7021 FAX 403-1519 sales@duralum.com RAFTER • SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-H36 OR EQUAL 6 5" 2" -�— * SEE 024" 032" •042„ NOTE BELOW ALUM. ALLOY 3004-H36 OR EQUAL �MAX. 2" I-+-- 6.5" ' ~ .024" 3.0"8 0.' • [-� ALUM. ALLOY 3004-H38 042" - OR EQUAL .032" * SEE NOTE BELOW 2 x 6 1/2" RAFTER L.L= "T' m P? 3 c� DBL. 2 90 MPH x 6 1/2" RAFTER 100 MPH 110 MPH0 CD 3 x 8" RAFTER L.L.= T' n �' 90 MPH 100 MPH 110 MPH L.L.= "T' 90 MPH 100 MPH 110 MPH (PSF) (IN.) y o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) n y o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 16 14'-4 13'-0" 13'-0" 11'-8" 12'-10" 11'-4" 024 16 20'-3" 18,-4„ 18,-4" 16,_6„ 18,_1" 16,_0„ 16' 28'_2" 25,_7" 25'_7" 22,_6„ 25'_2" 21'-2" .024 10 10 042 24" 11'-8" - - ' 9'-6" 10'-4" 9'-3" 24" 16'_6„ 15'-0" 15,_0" 13,_6„ 14'-5" 13'_1" 24" 23'-0" 20'_10" 20'_10" 18'_9„ - 20'-6" 18,_2" 16" 19'-1" 17,-4„ 17,-4„ „ 17'-1" 15'-N' 16" 27'_0„ 24'_6„ 24,_6„ 22,_0" 24'_2" 21,_4„iiammsom Now 10 .032 24" 15'_6„ 14'_2 14 _2 12 _8" 13,_ 12'_3" 24" 22'-0" 20,_0" 20'-0" 18'-0". 19'-8" 17,-4„ .032 0.0000 16" 26'-4" 23'-10" 23'-10" 21'-6" 23'-0" 20'- 16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 16" 21'-0" 21'-0" 21'_0„ 21'-0" 21,_0„ 21'_0' 24" 21'-6" 19'-6" 19'-6" 17'-6 18'-9" 17'_0" .042 2 .024 20 .042 24" 12'-4„ 12,-4„ 12,-4" 12,_4„ 12' „ ' 1" 24" 17'-2" 17,_2„ 17,_2" 17,_2" 17'_2" 17'-2" 16" 10'_8„ 10'_8" 10'-8" 10'_8" 10'-8" 10'_8„ 16" 20'-2" 20'-2" 20'-2" 20'- " 20-2 20'-2 .024 .032 24" ' 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 2 16'-6" 16'-6" 16'- " 16'-6" 16'-6" 16'-6" 20 16" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 16" 12'-N12'- ' 12'-5" 12'-5" 12'-5" 12'-5" 16" 17'_3" 17'-3" IT -21" 17'-3" 17'-3" 17'-3" .032 30 024 24" 10'- " 0 - 10'-2" 10'-2" 10'•2" 10'-2" 30 .042 24.. 11'-8" • 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 24" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 16" 7" 16'-7" 16'-T' 16'-7" 16'-7' 042 032 24" 16'-1" 16,_1" 16'_1" 16'-1" 16'-1" 16'-1" 24 13'-6" 13'-6" 13'-6" 6"• 13'-6" 13'-6„ 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" = .024ENGINEER'S NOTE: WHERE SINGLE RA WN, DOUBLE RAFTERS WITH 3" MAX. SPACING 24" 7'-2" 7'-2" 7'-2 7'-2 T-2" 7' 2" BETWEEN MAY BE USED -AT 32" Q.C. SINGLE RA SP NS ARE NOT EXCEEDED. 30 16' 11-9" 11'-9" 11'-9" 11'_9" 032 24" 9'-7" 9'-7" 9'-7„ g,_7„ 9'-7" 16" 13'-6" 13'-6" 13'-6" 13'- 13'-6" 13'-6" r PROJECTION sPAN .042 24' 13'-3" 13 -3' 13'-3" 13'-3" 13'-3" 13'-3' No. -79 8 x Q.H. Exp.9 'a ; TRIBUTARY ole DTH TABLE CLEAR SPAN (FT.) O.H. 6 1 7 9 10 11 12 13 14 15 16 17 18 1 19 h 0 3 4�,o 4 5 5 6 6 7 7 8 8 9 9 1 10 10 , zz TRIBUTARY TRIBUTARY= ZZ 1' 4 40F 5 6 6 7 7 8 8 9 9 10 10 11 11 11WIDTH 1/2 SPAN + D.H. 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13 F�1•�' 4 — — — 9 9 10 10 11 11 12 12 13 13 14 •..'; NOTE: TRIBUTARY ON MULTIPLE SPANS IS 14 14 EQUAL TO CENTER SPAN TO CENTER SPAN 5' 12 j 12 13 13 14 14 15 15 15 I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBEI.L & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1oiz3rzoo7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf SHEET DURALUM PRODUCTS, INC. ER- SCALE NONE _., __ _...... _ _ _ Al TA A nMA r.A fosn741aim RAFTER SPANS HORIZ. WAND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 6 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 WALL FASTENERS 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. V .281" ALUM.ALLOY 6063-T6 060" B EXTRUDED HANGER CHI NEL ALUM. PANEL 2x OJ \ 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION l 2 WALL FASTENERS SEE TABLE .25"R .01 SMS PANEL LOCKS# KS OR #8 SMS AT EA. CONTACT .200�/� CONTINUOUSA-RAIL ROOF PANEL (WHERE OCCURS) F ALUM.ALLOY 6063-T6 #10 SMS @j EA CONTACT \ x W WALL CONNECTION 1D ALUM.ALLOY 6063-T6 I.R. HANGERC }-- 2.740" — I T=.060" WALL FASTENERS SEE TABLE I APPROVED 3" OR 4" INSUL. ROOF PANEL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. SPACING AT MASONRY OR CONCRETE LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C. E H H J J K 90 B C C E H H J J K 110 D C C G H H J J K 9'-1" T-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 13'-5" zz uj¢ W QNa I+-�5 �: A=1/4"0x11/2"02"O.C. B=3/8"0x1 112"@16" O.C. C=3/8"0x1 1/2"@12" O.C. D=7/16"0x1 1/2"@12" O.C. E=318"0x21/2"@16"O.C. F=7/16"0x2 112"@16" O.C. G=7/16"0x2 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. J=114"0x11/8"@16"A.B. K=1/4"0X1 1/8"@12" A.B. EXIST. RAFTER ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4" FULL OR 16" O.C. V-6" 14'-5" 7'-7" 4'-5" T-0" 8'-5" 4'4" 2'4" 24" O.C. V-6" 8'-2" 4'-3" 2'-5" 2'4" 3'-9" - 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'4" 17'-5" 9'-1" T-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" j 13'-5" NOTE: 10, 20 & 30 L.L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 11.1.2. #10 SMS T&B 1.880" 12" O.C. No. 7948 Exp. cvit- 1 1/2" 10# L.L.=(2)1#8 SMS EA. SIDE 20#/30#L.L.=(2)#10 SMS EA. SIDE 3/4" OR 1 112" $„ 0 0 0 STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER I 2x61/2" 5" MIN. OR 8" $ D PROTECTION METAL FLASHING rCAUCKJOINISANDSLOPE 1 TO DRAIN RAFTER I TYPICAL BRACKET AT EVERY 2x — 1114 /4" O_R 1 1 /2'_ MAX. DIST. _ _ _ \ TO FIRST POST COVER SUPPORT BEAM OR WALL EAV E LENGTH 12'-0" L,. MAX 2-#20x3" WD. SCREWS L.L. 20 & 30 PSF 2414x2 3/4" WD. SCREWS ALL OTHER DESIGN LOADS. RAFTER TO WALL CONNECTION I.C.C. E.S. EVALUATION IDRAWN BY: KK TOM CAMBELL & ASSOCIATE�INC. I HANGER CHANNEL DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REPORT NUMBER SCALE: NONE AND BRACKET ER- REVISED BY: K.K. & D.P. ALTA LOMA, CA (951) 741-2107 ATTACHMENTS �1 E1,23 R bc8 LEDGER RAFTER X\ (3)-#1 x3 12" W.S. /4" PATIO COVER ONOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED BRACKET CONNECTION BELOWRAFTERW/ 4/ SAME CONNECTION'S. UVELOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET 10 20 & 30 psf DURALUM PRODUCTS, INC. 7 OF 29 HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 90, 100 & 110 MPH (916) 462.7021 FAX 403-1519 salesgauralum.com '1OB No. GF074 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS —3"—i-2' I 3.00"SQ. Ir 1 .032" #10 SMS 024" @24"O.C. I 3.00" SQ. '1 �1 0�+ I �J 3.00" SQ. - I I~ G=3"SQ.xt=.18811 H _ EA. SIDE 6.5" 3" C O 075" 0 o =3"SQ.x1=.250"II =4"SQ.xt=.188" RK 032" I "R " =5"SQ.xt=.188'I L Typ .040" ALUM. 032" .048"STEEL O -jw—i024" 5/8" PLASTIC PLU 28" O O 3.0" 4.0" OR 5.0" 3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 POST MAG POST SQUARE ALUM. ALLOY3004- 36 3" STEEL POST WITH SIDE PLATES O 3 SQ. ALUM. POST STEEL POST M. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 ALUM. ALLOY 3004-H36 ASTM A653 SS GRADE 40 A A6 QROFE a_ ALUM. ALLOY 3.00" OR 6063-T5 2.40" 2.0" 1.375' , FLANGES rL 7/16" OHOLE •56„ O 2 APART F? No. 79 8 0 75 „ 4WASH. ASTM A653 SS GRADE 40 STEEL 1.125" 2.5" �. 3f .*. c 1.60" .75" -75"l.BASE FLARES 157" TO 3"WIDE EA. TYP Civn- Q'0 — —_ — SIDE OF FLANGES AAl1 c TE 090" TYP. lVe' x 5/16"x 5X' WHEN USING POST ONLY 5.50" Q 1-7/16"0 HOLE 2 ^ IN 110 MPH WIND AREA rp 2- 5/16"0 HOLES &TYP8" HOLES SIDE / .070" BRACKET FOR 3" POSTS ALUM "T' BRACKET STEEL "T" BRACKET 5 T=.060" TYP. -3/8" LAG SCREWS OR 6„ 1/4' LAG SCREWS z 1/e" 2 1/6" "r' BRACKET J5" PENS. INTO WALL) 7/8" @ 3"SQ. POST W/ F 1 (2)-#12 SMS EA. 3" SQ. ALUM POST SIDE OF POST OR 6., 0 2„ 1' 1/4" M.B. THROUGH f -POST 4(2 7 GA. PL. (111/16"0 ROD3/16" 1/8' 2 1040 STL. AUGER PARTS PAINTED20" ' 20 3 3" " RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: z 1n'x z fn" OR HOT DIPPED GALVANIZED (1}i/4" 0 M.B. x 7 GA. STL OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA.�K �3/16' 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 9'x16'k7 GA 3" x 8" ALUM. HEADER SINGLE PASS WELDED NOTE: ASTM A3EEL 6TE "H" BRACKET .� AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL RAFTER BRACKET ONLY. OR HOT DIPPED GALVANIZED , NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. STEEL FOOTING O SEE CONC. SLAB POST SPACING TABLE FOR SPACING. I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. COLUMN / LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE. 10=007 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES 10, 20 830 psf DURALUM PRODUCTS, INC. 8 OF 29 ER- oma. , ALTA LOMA. CA (951) 741-2107 HORIZ. WIND = __ .-- - ..-...... 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO GFO7-0Bla COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM."T"BRACKET USE WITH POST TYPE B,C.D, OR E. STEEL POST ONLY: STEEL.-rBRACKET USE WITHUSE POST TYPE (3)-5l8"OBOLTS "T" BRACKET POST TYPE B.C,D,E.F,G.H,J OR K I I F, G. H. J OR K FOR POST TYPE J 1� @ 3"SQ. POST W/I I 3"$Q. POST 2-#12 SMS EA. 3 -SQ. POST ALUM."T"BRACKET: I j 45 SIDE OF POST OR USE (2)-1/4"0 x 3 3!4" HILTI )) KWIK BOLTS oR EQUAL 1/2 DEPTH OF �20R OBOLTS OTHER 16"INSERT 1/4" M.B. THROUGH FOOTING OR I X.188" SEE NOTES BELOW STEEL.'T"BRACKET: I I CONDITIONS 4 5" POST USE (2)-3/6"0 HILTI KWIK 12" MIN. EMBD. I , ASTM A36 BOLTS OR EQUAL '• •' STEEL (2)-1/4"0 HILTI "KWIK"" =•: I BOLTS, OR EQUAL, EACH T_O.C. BRACKET TO SLAB. ('PER : e I :� 0"SQ.BASE P T. ICC E.R.4627, EMBEDED L � 12"S BASE LT 2 1/2" MIN., & APPROVED d FOR 325# PULL OUT) v :�� • • : • w W 18"SQ.BASE PLT DE THn •` `n x 3116" ATM A36 STE SLAB SHALL BE IN a POURED CONCRETE :�••:' ••'•. H N •,::,e "•e •"•;r,�i •`: FOOTING SEE NOTE w 3" SQ. POST STL.) -- - GOOD CONDITION "� o T' FLUTED FOR SIZE (1}1/2"OM.B. OR 4" SQ. POST (STL.) 3 1/2" MIN. SEEFooTING x9" LONG, 1" SQUARE SCHEDULE SQUAR FROM END SEE FTGS, INSERT OF POST SCHED. SQUARE POST EMBED. PL.1/2'THK. EXISTING SLAB 0 3" SQ. POSTS TO CONC. FOOTING—— O INTO FOOTING O -11n" 7" 1 11/2" 1112" 9" '11/2" 2" 14" 2" WELDED STEEL BASE PLATE 'I O ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. "T PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. BRACKET WITH 3X8 BM. 10"SQ.x1n" B, C. F. G CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR 12"SQ x,/2" B. C, D, F. G. & H BOLTS 7" I -BEAMS. 16"SQ x1n" B. C. D. F, G. 8 H 18" 18" SQ. 12" 20" 21" SQ. 12 23" & 24" CUBE (2)-1/2"0 PULL-OUT= 310 2. POST TYPE E 625# MAX. EACH INSTALL WASHER PLATE, 2" X 22" 25" SQ. 16" 25" - 30" CUBE (4)-112"0 PULL-OUT= 3112' ^ X V-59" AT STEEL -r, 24" 28" SQ. 20" 625# MAX. EACH ffkACKET. 26" [M43"SQ. 23" 31" - 34" CUBE (4)-518"O PDLL -OUT= FREESTANDING 865#MAX. EACH 3. POST TYPE F 4" ` DO NOT USE TEEL'T' BASE PLATE ANCHOR 28" 25„ (4)-3K'0 PULL-OUT= 8" BRACKET W/7" I -BEAM. 35" - 39" CUBE 1375# MAX. EACH BASE PLATE ANCHOR BOLTS SIZE & TYPE 30" 28" EDMENT 32" 30„ 40"-42"CUBE (4)-1"0 PULL-OUT= 6" 10"x10"x1/2" HILTI/SSKWIK BOLT -11 1635# MAX.x. EACH OFESS/ 34" 47" SQ. 32"�}'� Q� PER I.C.C. E.S. #4627, NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II W '9 34" OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER S �' r'A PULL-OUT VALUE=1875# EA 3s" s," SQ. G aP /Iqo � " I.C.C. EVALUATION SERVICE INC., ER #4627 y 38" 55" SQ. 37 o � 12"x12"x 1/2" (4)- 1"ID x 9" EMBEDMENT r i HILTI SS KWIK BOLT -II 40" 60" SQ. 39 No ' 7948 '^ M I PER I.C.C. E.S. #4627, . 42" 64" SQ. 41" W. 1G) /'�yExp. 2PULL-OUT VALUE=1995# EA. 44" 69" SQ. 43" L.) 6" EMBEDMENT CUBE FOOTING W/ 31/2"SU" B O ,n C[V\P 18"x18"x 112" HILTI SXKWIK BOLT-11 GPER I.C.C. E.S. #4627, .►� �', PULL-OUT VALUE= 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. COLUMN LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: SWEET REPORT NUMBER DATE: 10/232007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 psf DURALUM PRODUCTS, INC. 9 OF 29 SCALE: NONE ALTA LOMA, CA (951) 741-210'7 AND EMBEDMENT HORIZ. WIND= 6269 ALPINE AVE., SACRAMENTO, CA 95826 JOD No. ovm•m�. ER- REVISED BY: K.K. & D.P. 90, loop, 110 MPH (916) 452-702.1 FAX 403-1519 salea@9urelum.com HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" 1.79' SPLICE WHERE OCCURS SPLICE WHERE OCCURS SPLICE WHERE OCCURS Lo 2.57" 4.s• 4.6• TY7P 2.19" 2.08" �- 2.93" z.oa" 065• TYP. � 2.04• OSS TYP 4.000m 3. 14't .048" TYP. 28" 038" R.F. GUTTER FASCIA-ALUM. ALLOY O z.7• ALUM. ALLOY sos3 T O ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 D O ASTM A653 SS GRADE 40 O 6.53ROLLFORMED 4.5" GUTTER MAG. GUTTERO MAG BEAM 3 SQ. STEEL BEAM 3„ 4" 3.0" I-�- r FESS �er*74. C 3" I� MAX. 2" Imo— 6.5" SPLICE � 411 OCCURS SPLICOCCURSE V✓���5`PS AM,o� ANI � 0 \ —.042' 6.0° ..070" - ( ~ ":'7- TYP. I _1 —110" TYP. No. 48 I a Exp. 91 .032„ ALUM. ALLOY ALUM. ALLOY CNi �� ALUM. ALLOY 3004 H36 ALUM. LL OY H36 6063-T6 O F 6063-T6 G OR EQUAL J EQUAL 4 " I-BEAM 7" I-BEAM 2 2$ �� DBL. 2 x 6.5 BEAM O 3 x 8 BEAM K 3.0" ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS 4" I-BEAM = 7"x 2 3/4" x 16 GA. STEEL C-BEAM r 3" e• MAX. 3' �—' 625" -- I —w-042" I I 8" iASTM II .042"7 8 5„ T= 14 GA. A653 GRADE 50 7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL C-BEAM I I ALUM. ALLOY 3004-H36 OR EQUAL L ALUM. ALLOY QUAL OR EQUAL _ O 1, 2.875" N 3 x 8 BEAM W/ STL. INSERT r DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT I.C.C. E.S. EVALUATION REPORT NUMBER I DRAWN BY: KK DATE: 1oY2312007 TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LIVE LOAD = 10, 20 &3 psf PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET ER- SCALE: NONE REVISED BY: K.K. & D.P. ALTA IOMA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = on ,nn n. „n.aou 8269 ALPINE AVE., SACRAMENTO. CA 95828 ,,,,�, ,�.,-.,,,,, �.,, ,,,,, .e.., __,-_<a,.._,.._ _-_ 10 OF 29 JOB NO GF07.0674 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9'. 24" 5" 3„ 1„ 1„ 3„ 5, 1„ „ „ „ , „ „ 8„ 1„1 I (2)#10 S.M.S.(o� EA. - VALLEY,fY #10SII #12 S.M.S. II /f (8 Tor TYP. THICKNESS= .035' (24 TO TYP..THICKNIISS =.035” u n -- 6.38" I( II + + + ++ ++ + + ++ ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-1-136 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED –_ __ NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB 3E USED. (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 THRU-BOLTS OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY NOTE: IF SPLICE TL. C -BEAM 3"� TOTAL- 8)-1/2"0 ' I BOLTS ; , S0. POST E O) s� .................................. .............._.._............................................._............... ......... 1.001, 0 0 0�Ft,1 ,` ; �"��, BEAM TO POST CONN. :3° Q. ' 2.00„ —_ 4” SPLICEWHERE OCCURS ::' �� No No i79 8 _.070" TYP. 0 0 Em 3 " ....... ........................................................ ..... .. ALUM. ALLOY ....... ....... ...................................... _................... "'m r #12 METAL BACKED, NEOPRENE WASHERED +� �{ TEK SCREWS 0 8-O.C. 6063-T6 ° ,:-�' , I STAGGER IN BEAM 16" 1 4" I T-0" ~ FLANGE — — — — — -SPLICE -BEAM MOMENT C 12 ROOF PANEL 3E USED. NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE O 13-49Y ........................... _..... _................... _........ _...' OR ._ ................................_.............. 1.25'BEAM 0 0 0 `;'® 7"x4" ALUM. "I" BM. TO BRACKET M SPLICE WHERE —` 4 5" ® .::-/ S I I I I 2- 3/8"0 M.B. THRU STL. 'T' — BRACKET TO POST. OCCURSwoo G i2q I --- 11" TYP. ,R'"'•j1' O OV/% POST, SEE SCHEDULE ........................................................ ....... ..._............................._............................ ..... � ' ALTERNATE BEAM TO POST CONN. ALUM.ALLOY 16" 1'. — 6063-T6 T-0" 7" I -BEAM MOMENT C -SPLICE I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM LIVE LOAD= 1 30 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, SHEET 11 OF 29 REPORT NUMBER ER- SCALE: NONE SCALE: NONE ALTA LOMA, CA 951 741.2107 REVISED BY: K.K. & D.P. ( I SPLICE DETAILS ORIZ WAND HORIZ. WIND= 90. 100 & 110 MPH 6269 ALPINE AVE, SACRAMENTO, CA 95828 VE.SACAMEN'T (916) 452-7021 FAX 403-1519 sales@duralum.com JOB N0.6F01-0WI i BEAM TO POST CONNECTION DETAILS 2412 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL) ALTERNATE: 1/40 BOLT W/ WASHER I A. SIDE OF 3" SQ. POST 1 , 2.35 V. SO. POST 2410 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL)) ALTERNATE: 1/4"0 SOLT W/ WASHER EA. SIDE OF 3" SQ. POST 14K__ R . 3.00"240" 3" SD. POST GUTTER FASCIA MAG BEAM 3" SQ. POST 3"SQ. STL. BEAM " x 8" x.042" BEAM, " SQ. STEEL OR \)-#10 S.M.S. EA. SIDE (4) -TOT. IAG BEAM. #10 S.M.S. TOP & BOTT. (2) -TOT. #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. 1 11 1/4" ROOF PANEL 4" 6 ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET TOP & BOTT. TOT.=16 #10 S.M.S. @1z'O.C. 2" 1" 6 1/2"x2"x .024"RAFTER X 3" ALUM. OR RAFTER "TAIL" TO GUTTER 15 TEEL POST H -BRACKET TO POST 13 ALUM. ALLOY 3003-H24 .28" 3.. 2" 4 .018„ � P1 2„x3 LATTICE TUBE x 2 "SMS, 21/2" OR 3 1/2", TYP. I.C.C. I.C.C. E.S. EVALUATION REPORT NUMBER ER - 1 1/2" OR Z` SQ. OR 2"x3" LATTICE @ 3"O.C. MIN. UP TO T'O.C. MAX. RAFTER LATTICE TUBE TO RAFTER 17 14 ALUM. ALLOY 3003-1-124 11.50i' 1.50" .28" � � 2" I rl:!� _T _1A/2" SQ. OR � P2 _-�2„ LATTICE Au � _j No, 79 8 ExP.3 3 � C J� 2- DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. DATE: 10/238007BEAM O POST ,COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE ALTA LOMA, CA (951) 741-2107 ATTACHMENT REVISED BY: K.K. & D.P. 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RA TER 1 1/2" t = .040" C& 6063-T6 t = .040" 3004-H36 ALUM. - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 1/2" MIN. 7 I (4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 1$ LIVE LOAD= rr�nu�uvcrtaraiowrlamiru.aT' SHEET M 10, 20 8 30 pst DURALUM PRODUCTS, INC. 12 OF 29 HORIZ. WIND = 8269 ALPINE AVE., SACRAENTO. CA 95626 JOB NO GF07-0674 90. 100 & 110 MPH I fAlA1 dF9_7n9t FAY Anytrlg c iRcnmj r i,,m rnm DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION LIVE LOAD= SPLICE TO 1 1!2" OR 2"LATTICE #8 S.M.S. ,")OCCUR � OCCUR DIRECTLY OVER 5/8" 0 PLASTIC COMMERCIAL AND RESIDE14TIAL STRUCTURAL ENGINEERING LATTICE POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER- 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE APER BOLT CONNE(QIO UALTA LOMA. CA (951) 741-2107 PLAN 2 SIDE 9289 ALPINE AVE.. SACRAMENTO, CA 95926 108 r%cco�aci. ER- ALTERNATE: 5 #14 SMS MAY 90. 100 & 110 MPH FAX 403-1519 seles@duralum.com 4-#14 S.M.S. EACH - 'S" BE USE AS -- RAFTER T. COL. CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5" 3.5" 1.• S„ 5, 8" BEAM °-T----- 45'01 6'• I OR a 1" 6414 SMS EA. I .I SIDE i 6 1/2" SIDEPLATE EA. 3" x 3"STL.POST (24") I ° I ALTERNATE #14 SMS EA. SIDE I I SIDE SEE POST SCH�D. INSERT ATTACHED OR I (z)-2xs.s" OR TOP, MID HEIGHT 3"x 3"STL.POST COLUMN -3"x8"HEADER js` AND BOTTOM. FOR FREESTANDING 3"SQ. POST BETWEEN SIDE PLATES (2)-1 OLT M TO POST CONNECTION 2"x 6.5" SIDEPLA P SCHEDULE 2� DBL. RAFTER / DBL. HEADER CONN. 3" SQ. x.024" + (2)-2" x 6 1/2" X.024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" W/ (6)-#14 S.M.S. EACH SIDE. Efl W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" ER G ALTERNATE:1 BOLT rti ALTERNATE: 2)- #10 S.M.S. EACH RAFT ® C TO COLUMN CONNECTION;gOIAL)( ALTERNATE: rnrn (2)- 2x6.5" OR (2)-3"x8" HEA E� vi ALTERNATE: l 3"x3"x0.024" %(1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN'TO DOUBLE HEADER CONN.20 2"x6" LEDGER (EXIST.) F-: ui r _ 3/8" LAG SCREW `i4�;$ ' STUCCO OR EQUAL PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL r� No. 379 (8 �r ; Exp. EAV11. �� ����W`k\ 2'sID7 I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10/23/2007 COMMERCIAL AND RESIDE14TIAL STRUCTURAL ENGINEERING LATTICE to, 20 & 3o sr P DURALUM PRODUCTS, INC. 1(916)452-7021 13 OF 29 SCALE: NONE UALTA LOMA. CA (951) 741-2107 CONNECTIONS HORIZ WIND = 9289 ALPINE AVE.. SACRAMENTO, CA 95926 108 r%cco�aci. ER- REVISED BY: KK. & D.P. 90. 100 & 110 MPH FAX 403-1519 seles@duralum.com 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C : 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 5oFz sy MAX.COL. MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED REESTAND ATTACHED _ SPACING ON SLAB SPACING SPACING SPACING SPACING MAX.POST SPACIN �C' MIN. POST FTC'' MIN. POST - MIN. POST �G' MIN. �G' MIN. �C'' MIN. �G' MIN. �G' MIN. MIN. MIN. (IN.) TYPE (IN. TYPE TYPE (IN•) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE FTG. (IN.) POST TYPE �C'' (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B 19'-4s'-10" 33 G 24 B 15'-2" 28 F 22 14'-0" 28 F 22 15'-2" 22 B 28 F B 5' 13'-T' 13'-0" 28 F 23 B 18'-0'7,-1„ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 2 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 B 16'-8'5,_7„ 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24; "13 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15'-5'4,-5„ 28 G 27 B 11'-5" 26 G 24 B 11'-8" 2'G" 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" G 24 8 14'-6" 13'-6" 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 • G 25 B 12'-0" 26 G 26 B 9' T-7" 9'-8" 26 25 B 13'-;'2 9 12'-1 " 28 28 G G .28 28 B B 10'-1" 9'-6" 26 26 G G 25 26 B r -5 " 9'-10" 26 26 G G 26 26 B B 11'-7" 11'-2" 26 26 G G 27 27 B B 10' 6'-9" 9'-2" 26 G 25 11' 6'-2" 8'-9" 26 G 26 B 12' 11'-s" 8 G 29 29 B B .9'-2" = 26 : G 26 B 9'-5" 9'-0" 26 26 G G 27 27 B B 10'-10" 10'-6" 26 26 G G 28 28 B B 12' 5'-8" 11'-9" 11'-0" 26 13' 5'-2" 11'-1'0-7^ 28 H 30 � 8'-8" 28 H 28 B 10'-3" 28 29 B 14' 4'-10" 10'-1 10'-3" 28 H 30 B Y �` 8'-4" 28 H 28 B 10'-0" 28 H 29 B 15' 4'-6" 10 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 I i 30 B 16' 4'-3" 10"-2" 28 H 31 ( 7'-10"28 H 29 B 9'-6" 28 30 B 17' 4'-0" 9'-100°- 28 H B '_7" 28 H 29 B 9'-4" 28 H 31 B 18' T-9" 9'-7" 9, 0„ 28 OF 31 B 7'-4" H 29 B 9'-2" 28 H 31 B 8'-10" H 31 B T-2" 33 29 B 9'-0" 33 H 32 B 20' 3'-4" 9'-0" 33 H 32 B El I 33 H B 8'-10" _ 32 B L-74-0" S POST F MAX HT.= 8' wO NOTE: FOOTNOTE: "SAMPLE" �r FOOTING SHOWN IN CUBIC INCHES ~ No. 7918 WITHOUT SLAB. FIGURE INDICATES EXPOSURE B-I;aFIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES Exp, SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE: 101232007 SCALE: TOM CAMBELL &ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID POST SPACING TABLE LIVE LOAD= PATIO COVER SYSTEM AS MF 10, 20 8 30 P.DURALUM PRODUCTS, INC. SHEET ER- NONE REVISED BY. KK & D.P. ALTA LOMA. CA (951) 741-2107 FREESTANDING AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 14 OF 29 11-1--1. _.. Afl1MR11f11uIPN r. —.c... __,__m...—,.._ ___ JOB NO. GF07d87. 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN Bv: K.K. TOM CAMBELL 8 ASSOCIATES, INC. 7" I -BEAM LIVE LOAD= DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DATE: 1 012 3120 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING r 10, 20 830 psf OURALUM PRODUCTS, INC. 5 OF 29 ER- OR 3"x8"BEAM ALTA LOMA, CA (951) 741-2107 AND ATTACHED r a r p Z ¢ tz— 1j REVISED BY: K.K. 8 D.P. FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX -POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED p 5 g x¢ a Z MAX.POST SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING p FTG MIN. FTG MIN• FTG. MIN. FTG FTG. MIN. POST FTG MIN. FTG MIN. FTG.MIN r N p (IN.) POST TYPE (IN) POST TYPE POST (IN.) TYPE (IN.) FMOIN,�T 2" x 6.5x.032" BE (IN.) TYPE (IN•) POST TYPE (IN•) POSTPOSti TYPE (IN•) TYPE 4' 17'-0" j 35'-5" 33 G 28 B 20'-1" 33 G 24 B 13'-7" 14'-2" 28 F 22 B 26'-1 " 33 G 27 B 4' 9'-2" 13'-0" 13'-6" 25'-10" 29'-8" 33 G 30 B �E 17'-1 , 28 G 25 B 12'-1" 12'-8" 28 F 22 B 24'-1" 33 G 28 B 5' 13'-7" 28'-4" 17'-2' 11'-8" 12'-2" 3'-0" 5' 11 27'-1" 33 G 31 B/E 16' S'-8" 28 G 26 B 11-10,-7" 11'-61 26 F 23 B 21'-11; 33 G 29 B// 61 6' 5' 0" 1 0 25'-1" 33 G 31 B �E 15'-2" 28 G 27 B 10'-3" 10'-9" 26 G 24 B 20'-4" 33 G 29 B/ 71 7' 9'-8" 3 -11" 14'-6" 9'-10' 10'-3" 19'-5" C 8' 8'-6.. 23'-5" 33 G 32 B 14,_2„ 28 G 27 B 9'-8" 10'-0" 26 G 24 B 19'-0" 33 G 3�. B/ 8' 22'-4" �E 13'-6" 91- 9'- _-'18'-2` E 9' 7'-7" 22'-1 " 33 G 33 E� 13'-42' 28 G 28 B 9'-1" 9'-5"9.1 26 G 25 B 17'-1 28 G 31 B/E 9' -y 8 T -2" 10' 6'-9" 21'-0", 33 G 33 E� 12'-82-1" 28 G 28 B 8'-7" 9-0 26 G 25 B 17'-0", 28 G 31 B�E 10' ,. „ ., 11' 6'-2,. 20'-0" 33 G 34 E/ 12'-1" 28 G 29 B 8'-2" 8'-T' 26 G 26 B 16'-3" 28 G 32 � 11' F 11'-6" 7'-10" 8'-2" 15'-6" E 12' 5'-8" 19'- 8 33 G 34 E 11'-7" 26 G 29 B 7'-10" 8'-2" 26 G 26 B 15'-6" 28 G 32 B 12' -3" F 1'-1" 7'-1 4'- 0' 13' 5'-2" 18'-4" 33 H 35 E - 28 H 29 B 7'_6" 7'-10" 28 H 26 B 14'-1 " 28 H 33 B �E 13' 7'-7" 10'-8" 7'-2" T-6" 14'-3" 14' 4'-10" 17'-9", 28 H 35 E� 10 0, 28 H 30 B ��., 7 -7 28 H 27 B 14' 3.-9" 28 H 33 �E 14' 3„ 7'-3" 15' 17' 16'-4.. 28 H 36 E E 10'-4" 28 H 30 B T-0" 7'-4" 28 H 27 B 13'-1 " 28 H 33 15 ' 4'-6" F 9 -10' 6'-8.. 7�_o 13'-3" 16' 16'-7",_ 28 H 36 F 10'-O9 28 H 31 B 6'-10" T-1" 28 H 27 B 13'-5" 28 H 34 B/ 16' 4'-3.. 7 6'-6' 6'-9" E 17 4'-0" 16'-1" 28 H 36 F 9 9 28 H 31 B 6'-7" 6'-10" 28 H 27 B 13'-0" 28 H 34 B 17 ' 15'-4' -3" 6'-4" 6'-7" 12'-5" 18 15'-8" 28 H 37 F 9 5 28 H 31 B 6'-5" 6'-8" 28 H 28 B 12' 8" 28 H 34 18 3._9.. 15'-0" 9'-0" 6'-2" 6'-4" 12 -2" E 19' 15'-2" 33 H F 9 -o" 31 B 6'-3" 6'-6" 33 H 28 B 12'-4" 33 H 35 B 19 3'-7" 14 _g' 37 8'-9" 5'-11" 6'-2" 11'-9" 20 14'-1 33 H 37 F 9'-0" 32 B 6'-1" 6'7767' '7 33 H 28 B 12-0, 33 20' 3'-4" 14'-2.. 8, 7., 6' 11 -s E POST F MAX HT.= 8' NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING \1� FOOTNo ` FIGURE INDICA X_P S`I5 ADDITIONAL FOOTNOTE: W I E B La FIGURE INDICATES EXPOSURE C v II NLY ONE FIGURE SHOWN INDICATES EXP. B & C. C C u c I.C.C. E.S. EVALUATION DRAWN Bv: K.K. TOM CAMBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD= PATIO CO R SYSTEM AS SHEET REPORT NUMBER DATE: 1 012 3120 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 830 psf OURALUM PRODUCTS, INC. 5 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. VVIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOBwO.oFB7aer. REVISED BY: K.K. 8 D.P. 107E L.L 90 MPH 90, 1008110 MPH (916) 452-7021 FAX 4031519 seles(3jduralum.com 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & O } �. 6.5" ROLLFORM 4" I -BEAM 4.5" 1, MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 15 mc °09 MAX.COL. MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAx.POST FREESTAND ATTACHED FREESTAND ATTACHED SPACING ON SLAB SPACING SPACING SPACING SPACING MAX.POST SPACING FTG.POST �C'' POST FTC'' POST FTC'' N. FTG POST FTG. POST FTG POST �G' POS FTG. �C' (IN.) TYPE (IN) TYPE (IN•) TYPE (IN•) POI TYPE (IN•) TYPE (IN•) TYPE (IN) TYPE (IN. (IN.) PAST TYPE (IN.)' POST TYPE 4' 17'-0" 13'-11" 30 G_ 22 g 18'-1 .35 G 24 15'-2" 28 G 22 14'-_1110" 30 G 2 15'-2" 22 B ,_2„ B B - " B - „ 30 G 5' 13'-7" 12'-5" 30 G 23 B 17'-1" 30 G 25 B 13'-6" 28 G 23 B 13-�2'_1„ 30 B " 14'-�,-1 B 15'-4.. 23 30 G 23 6' 11'4" 11'-4" 27 G 23 B 15'-7'4-0 30 G 26 B 12'-4" 28 G 24 B 12'-3".�„ 30 G 24 B 13'-3'2.4„ 24 B 30 G 7' 9'-8" 10'-6" 27 G 24 B 14'-s's'-o„ 30 G 27 B 11'-5" 26 G 24 g 11'-s'o 7 G 25 B 12 30 G 25 B 1'-s 8' 8'-6" 9'- 27 G 24 B 13'-s" 12'-2' 30 G 27 B 10'-8" 26 G 25 B 11'-1',_11" 27 G 25 g 12'-0'; _2, 27 G 26 B 9' 7'-7" 9'-3" 27 5 B 12'-9" 30 G 28 B 10'-1" 26 G 25 27 G 26 g 11'-7" 27 B _5„ Lj 91 9'-4" 10'-9' 27 G 10' 6'-9" 8'-10" 27 G 25 B 30 G 28 B 9'-6" 26 G 26 s'-10" 27 G 26 B 11'-2" G 27 B 1 _ ft—„ 27 11' 6'-2” 8--4-, 27 26 g 11'-s'o 27 29 g 9'-2" 26 H 6 B s'-5' 27 H 27 g 10'-1 ' H 28 B 8'-5" 10'-1' 27 12 5-8 11 11'-0" 27 H 29 91-08,_1„ 27 H 27 B 1 o' -s" 27 H 28 B _,1110'- U. 9,_9„ 13' 5'-2" 10'-7" 30 H 30 B 8' -s" 30 H 28 B 10'-3 " H 29 B 30 14' 4'-10" 10'-3„ 30 H 30 g 8'-4" 30 H 28 g H 29 B -17 _ 30 15' 4'-611 9'-10" 30 H 3030 0off %hbtl 1-1H T 28 g 9'-s'9 30 H 30 B -1" 16' 4'-3" s' -6 30H 1 g 7'-io" H 29 B 9'-s" H 30 B 160 30 17' 4'-0" 9'-3" 30 31 B 7'- 30 29 B 98,_8„ 30 H 31 g 3 -9" �8,_0N4 H 31 B ,; 7 -a 30 H 29 - B s -2 30 H 31 B s 8,_s., 19' 3'-7" 8'-10"-10„ 35 H 31 g 7'-26, 35 H 29 g_4„ 35 H 32 B ,, 5„ 20' 3-4- 35 H 32 B T -o" 33 H 30 g s'-1 oN 32 g 7,_8N 8 - ' I. Cq,�Am ��tO�Pg NOTE: FOOTNOTE: "SAMPLE" Z r FOOTING SHOWN IN CUBIC INCHESCOD WITHOUT SLAB. FIGURE INDICATES EXPOSURE B Lu ~ No. 79 8 FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES Exp,' SHT. � 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 23 FOR FREESTANDING tp. C VIS A!' _ I ZI`Z� O^ I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE:101232D07 TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERIN]--ID#LL SOLID POST SPACING TABLE LIVE LOAD= 10, 20 & 30 pst PATIO COVERSYSTEM AS M DURALUM PRODUCTS, INC. HEET ER SCALE: NONE REVISED BY: KK & D.P. ALTA LOMA. CA (951) 741-2107 FREESTANDING AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 16 OF 29 100 MPH 90,100 & 110 MPH1(916)452-7021JOB FAX 4031519 salest@duralum.com NO GFO'.. 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B.& TOM CAMBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD= 7" I SHEET DBL. 3'x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT FREESTANDING 10, 20 & 30 pst DURALUM PRODUCTS, INC. 1(916)452-7021 17 OF29 -BEAM SCALE: NONE ALTA LOMA. CA (951) 741-2107 OR 3x8 BEAM HORIZ. WIND = 8269 ALPINE AVE, SACRAMENTO. CA 95626 Boa rva GFa1m» FREESTAND ATTACHED FREESTAND MAX.POST ATTACHED MAX.POST MAX -POST FREESTAND ATTACHED MAX.POSTpz5 FREESTAND ATTACHED r m a N p p - a nUa Z CL MAX.POST SPACING SPACING FTG. MIN POST SPACING FOR DBL. FOR 3" x 8" SPACING FTG. MIN. FTG MIN. FTG MIN. POST FTG. MIN. POST FTG ' MIN. POST FTG MIN. POST FTG MIN. POST g p (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE (IN ) TYPE 2 x 6.5x032" BEAM IN (IN.) TYPE IN (IN.)* TYPE (IN) TYPE I (N) TYPE r 4' 17'-0" 31'-6" 35 G 28 B 19-27 i 35 (j 24 B 13'-�'� 13'-6'2-2" 30 G 22 B 25'-3 '1 35 G 27 B 4' 8'-5" 2 -8" 125'_1 28'- " 35 G 30 B 30 G 25 B 11'-80 12 30 G 22. B 23'-00 35 G 28 B 5' 5' 13'-7" 4' E 15'-4" -5 10.101 0 35 G 31 B/ 15'-8" 30 G 26 B 10'-7" 11'-1" 27 G 23 B 21'-0" 35 G 29 B /C 6 6' 11'-4" 3-2" E 4'-0" -6" 9'-11" 18'-10' 3'-1 359'-2" G B/E 14'-63 30 G 27 B 91-101>-,,9 10,4 27 G 24 B 19'-1'7 35 �C 7. 7' 9-8., ,j21'-6" .31 -0 -5 22'-4" G 32 13'-6" 30 G 27 B 9'-2" 9'-7" 27 G 24 B 1 s'-2" G 30 B �E 8' 8' 8'-6.. 20 -1" 35 E s'- " 8'- - 9' 7'-7" L21='-2" 35 G 33 E� 12'-9" 28 B 8'-s"7 s'-1118-1 27 G 25 1'S_q„ 30 G 31 �E 9' 5 9 -OR 10' 6'-9,. 20'-0" 35 G 33 E� 30 12-10, G B 8'-2" 8'-7" 27 B 16'-3" 30 G 31 B/E 10' 81-0" 1 11' 6'-2" 19'-1" 35 H 34 E/ 27 11'-610 H 29 7'-107 8'-2" ' H 26 B 15'-6' 30 H 32 B� 11 17'-2" -4 0 4" 3,-1 12' S'-8.. 18'-3" 35 H 34 E/ 11'-1 "11 27 H 29 B 7'- 7 27 (.� 26 B 14'-13;' 30 H 32 �/ 12' 16'-4" 7'-011 13' 5'-2" 17'-7" 30 H 35 E� 30 H 29 B 7'-2"6 7'-6"6 30 H 26 B 14'-12,-9" 30 H 33 B�E 13' s._6.. 5 9 14' 4'-10" 16'-1 ' 30 H 35 E� 10'-3'2 30 H 30 P-1 7'- 30 H 27 B 13'-g' 13'- 2'-q" 30 H 33 � 14' - „ 3 6 15' 16'-4" 30 H 36 E� 9'-10,' 30 0 B 6'-8" 7'-0" 0 H 27 B 13'-3" 30 H 33 B 15' 4'-6" 14 _g 10 6 -0 6'-3 1- 11 11. 16' 15'-1 30 36 F 9'-7" 31 B 6'-s" 6 s 30 27 B 12'-11"6 30 J 34 �E 16' 4'-3" 14 -2" 8 7 5'-10" 6' 1. 17 4'-0' 15'-4' 30 36 F 9 3 30 J 31 B 6'-4" 6 7 30 J 7 B 12'-5'1 30 J 34 B� 17' 13'-9' .� -q 5 8" 5'-10' _2 18' 15'-0" 30 9,_0„ 31 B 6'-2" 6,-4„ 30 28 12'-2" 30 j 34 � 18' 3'-9" 13 4' 37 8'-1" 5'-6" 5'-9" `j 10'-1 E 19 14'-6" 35 J F 8'-s - 31 B 5'-11" 6'-2" 35 j 28 B ,_6" 35 J 35 B �E 19' 3'_7" 13 -O" 7'-1 5' 4.. 6-7" 20' 14'-2" 35 37 F 8'-7" 35: , �4, 32 B 5'-10" 6'-1" 35 28 B 11'-6" 35 20' 3'-4 12'-9" 7'-8' f • If's 5'-3" 6-5" 10'-3" NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 000 FOOTNCdE:�"SAItE" FIGURE INDICAE. Pjp� E B FIGURE INDICATES EXPOSURE C i 0 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERII4G FREESTANDING 10, 20 & 30 pst DURALUM PRODUCTS, INC. 1(916)452-7021 17 OF29 ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE, SACRAMENTO. CA 95626 Boa rva GFa1m» REVISED BY K.K. & D.P. 10 k L.L. 100 MPH 110.100 & 110 MPH FAX 4D3.1519 selas®dumlum.Com '10# L.L. 110 MPH FREESTANDING &ATTACHED SOLID PATIOS 12' OR LESS 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM JO z m 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH 7o Jaz 0—g MAX.POST SPACING MAX.POST SPACING MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND 1ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FTG. MIN. ITYPEPOS FTG MIN. POS FTG MIN. POST FTG MIN. POST FTG MIN. FTGMIN. FTG.MIN. FTG. MIN. SPACING FTG MIN. FTG MIN. SPACING POST POST SPACING (IN.) (IN.) TYPETYPE (IN. (IN-) TYPE (IN.) TYPE (IN.) TYPE (IN.) POSTPOSTPOST TYPE (IN.)' TYPE (IN.) TYPE (IN•) POST TYPE 4' 17'-0" 13'-5" 32 H 22 B 8� 37 H 24 B 15'-2" 32 G 22 g 3'-7'I 32 H 22 B 14'-9>---32 H 22 s -s„ 12'-9' B 5' 13'-7" 12'-0" 28 H 23 B 1s'-a" 32 H 25 B 13'-6" 32 G 23 12'-7" 32 H 23 B 13'-B" 32 H B 14' 10' 11'_10" 12'-91I 23 6' 11'-4" 10'-11" 2 23 B 15''0" 32 H 26 B 12'-4" 32 G 24 1'-1 g/�� 28 H 24 B 12'-1 " 32 H 24 B 1 1/� p 12'-0" 7' 9'-8" 10'-2" 28 H 24 13'_12;.x11 32 H 27 B 11'-5" 28 G B 1 3pl_31I 28 H 25 B 12'-31,-51, 32 H 25 B 8' 8'-6" 9'-6" 28 H 24 B 17%1-L-_ 32 H 27 B10'-8" 28 25 B o-7'9,_x„ 28 H 25 B 1110'-11" 28 H 26 B 28 g 10'-1" 28 G 25 B 10'_0", 28 H 26 B 11'-3" 27 B 9' 7'-7" 8'-11" 28 H 25 B 12'-2", - _-19--o'. 10'-6' 28 10' 6'-9" 81-6N 28 H 25 B 11 28 H B 9'-6" 28 G 26 B 9-58'-s" 28 H 26 B 10' 28 H 27 B ol_6II 10-21. 11' 6-2" 8'-1" 2s H 26 g ,1'-0'0l-0" 28 H 29 28 G 26 g s'-o'I 28 H 27 a 10'-s" 28 28 H B 12' 1o'-s^, 28 H 29 g 8'-8" 28 H 27 B 1a'-2" 28 H 28 B xll 9'-s" 13' �� 32 J 30 8'-3" 32 J 28 9'-11" 32 J 29 7'-6" B '-3 B 14' g'-18'-10" 32 0 B 8'_0ll 32 J 28 9'-89 32 J 29 `I B -1 B 15' 9'-5" 32 30B 7'-9" 32 J 28 B 9'-5" 32 J 30 8'-6^ 7'-0„ _1o'I B 16' 9'-2" 3 J 31 B 7'- 32 J 299 B - " 32 J 30 B s'- 8'-8' 17' e'-181' 32 31 g 7'-3"s J 29 g 9. 1'-61. 32 J 31 s B 18' 8'-7" -1,4-4" 32 J 31 g 7'_0" 32 29 g 8'-11" 32 J 31 B 19' -4",-7" 37 J 31 g s'-1o'; 37 J 2 B e'-9 37 J 32 B 2 20' 8'-2" 37 J 32 B 6'-8" 37 J 30 8'-7" 371 1 32 B 1aA�� NOTE: fi "SAMPLE" FOOTNOTE: �z1Yt'c FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FIGURE INDICATES EXPOSURE B Lu No. FIGURE INDICATES EXPOSURE C SEE w ALTERNATE FOOTING TABLES Exp. 31 SHT. 9 FOR ATTACHED & \*' ,f SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ' 2 7 U'ti I.C.C. E.S. EVALUATION N BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. : A _ REPORT NUMBERCOMMERCIALAND FDATE: :N23IE NONE RESIDENTIAL STRUCTURALENGINEERING POFREEST ANG NGTA E3LE FREESTANDING ,2030 ,,=DURALUM , PRODUCTS, INC.: ED BY: K.K. & D.P. ALTA LOMA. CA (951) 741-2107 AND ATTACHEDER- 1^nI I � hR HORI2. WIND = 90.100&110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 95826 191R14R2-7(121 FAX 40.4.161A RAIPC6IAIHAII IRI xn OB NO Gf01 ae]� 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMBELL & ASSOCIATES, INC. SOLID 7" I -BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLESHEET FREESTANDING 10, 20 830 psf DURALUM PRODUCTS, —Z—' 19 OF 29 19 O OR 3"x8"BEAM SCALE NONE ALTA LOMA, CA (951) 741-2107 r F p Z00 GFW-OS7� FREESTAND ATTACHED 10 9 L.L. 110 MPH FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED xQ MAX.POST SPACING MAX.POST SPACING SPACING SPACING MAX.POST SPACING p p FTG MIN. FTG MIN. POST FTG PIN. MPOST FTG MIN. FTG. MIN• POST FTG MIN. POST FTG MIN. POST FTG MIN. POST i -r2 a Z FOR DBLPOST. FOR 3" x 8" ~ m N O (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BE/ (IN.) TYPE (IN.) TYPE ( IN.) TYPE ( IN.) TYPE 4' 17'-0" 32.3" 37 H 28 B 1 s' -a" 37 H 24 B 12'-4" 12'-1 32 H 22 B 24'-6" 37 H 27 B 4' 6'-6" 11'-3" 11' 8" 22'-2" 29 28'-4" 37 H 30 B/E 16' '-10„ 32 H 25 B 11'-10, 11 28 H 22 B 21'-19" 37 H 28 B 5' 13'-7" 0, o' -s" 1 ° 5' 6' 11'-4" z7'-1° 37 H 31 B/E 14'= 3, 32 H 26 B 10'-2, 10 9, 28 H 23 B 20'-08 X37 H 29 �� 6' 5 -10' 6„ 2„ 7„ 1 25 37 H 31 B/E 13'_12,, 32 H 27 B 9'-4" s 98'-10" 28 H 24 B 18'-66 37 H 29 �C 7' 9 -8 23'-11' 6„ 8'-6" _s 7. 8' 8'-6" 23'-5" 37 H 32 B 12'-1 32 H 27 B . 28 H 24 B 17'-4" 32 H 30 B /E g� 22'-4" /E 11'-8" 7'-11" 8'-3" 5-8' 9' 7'-7" 22'-11; 37 H 33 F 12'-1,-0., 32 H 28 B s'-3"7 e' -s"7 28 �.:� 25 B 16'-4'4-s" 32 i-� 31 B/E 9, 2 6 s 10' 6'-9'. 21'-0" 37 H 33 11'-; o' 28 H 28 B 7'-10", 8 -2 28 H 25 15'-s" 32 H 31 B/E 10' „ -s" ,_ „ ,_ , 11' 6'-2" 20'-0" 3 34 E/ 11'-0" 28 H 29 B T-6" 7'-9" 28 26 B 14'-9" 32 H 32 11' F 10- 0" 6'-9" 7'-1" 13'-4' E 12' 5'-8'. 19'-2" 37 H 4 E� 10'-7°6 28 H 29 B 7'-2" 7'-6" 8 H 26 B 14'-2"'-1 32 "� 32 �E 12' 18'-3" 6 s 6 °" 13' S'-2" 18'-a" 37 J 35 ° 32 29 B 6'-10" 7'- 3232 J 26 B 13'-7'>,- J 33 � 13' 7 -7' 9'-2" 6'-3" 6'-6" 12-4" E 14' 4'-10" 1T-9" 32 J 35 s' -s 32 J 30 B s' -s" 6'-11fi 32 J 27 B 13'-11'-10 32 33 e� 14' ° 3 15 ' 17'-2' 32 J 36 E 9.5 32 30 B - 6'-8" 32 J 27 B 12'-8" 32 J 33 B 15' 4'-6� 16 8'-6" 16' 16' 32 J 36 F 9'-2" 32 J 3 B 6'-2" 6,�„ 32 J 27 B 12'- �'�-1" 32 J 34 �E 16' 4'-3" 5'-10 s' 3 '-7" 5'-10' 17' 4'-0" 16'-1" 32 J 36 F 8-10" '-0" 32 31 B s' -o" 6'-3" 32 J 27 B 11'-1 32 J 34 E 17' 15'-4" 5'-5" 5'-8" 10'-9" E 18 15'-s" 32 J 37 F 8'-8" � 31 B 6'-1"51.6 32 J 28 B 11' 6" 32 J 34 B/E 18' 3._9.. 15'-0" -10" 3 19 „ 15'-z" 37 J F s,�„'00 37 B 5'-8" 5'-11" 37 28 B 11'-3" 37 J 35 B 19 3'-7 14.6 37 -7" 5'-2" 5 -4' 10 -2" E 20 1 37 J137 F -2" 37 i B 5'-s" 5'-9" 37 J 11'-0" 37 J 35 B 720d' 3'-4 14'-2" 5. 3.. _11.. E NOTE. FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 70 G) �C) FOOTNOTE: FIGURE INDICATES SEFIGURE INDICATES EXPOSURE C O ADDITIONAL FOOTNOTE: WHE13E!V'ONEGURESHOWN INDICATES EXP. B & C. .!; I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD PATIO COVER SYS REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLESHEET FREESTANDING 10, 20 830 psf DURALUM PRODUCTS, —Z—' 19 OF 29 19 O ER- SCALE NONE ALTA LOMA, CA (951) 741-2107 AND ATTACEDHORIZ. WND = 6269 ALPINE AVE., SACRAMENTO, CA6 GFW-OS7� REVISED BY: K.K. & D.P 10 9 L.L. 110 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403.15' sales(i5lduralum.Com 20## L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP.B&c r 6.5" ROLLFORM 4" I-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM H m OZ 0—:5 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED a¢Z coo SPACING SPACING SPACING MAX.POST SPACING MAX.POST SPACING FTG MIN. POST FTG. MIN POST FTG MIN. POST FTG MIN. FTG. MIN. FTG. MIN• FTG. MIN. FTG. MIN.' MIN MIN: (IN.) TYPE (IN) TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE CIN.) POST TYPE (IN.) POST TYPE (IN.). POST TYPE FTG. (IN.) POST TYPE JFTG. (IN.). POS TYPI 4- 8'-11" 10'-4" 28 H 19 B 14'-7" 32 H 22 B 10'-10" 28 H 22 B 11'-6" 28 H 20 B 12'-6" 32 H 21 B 5' 7'-1" 9'-3" 28 H 20 B 13'-0" 32 H 23 B 9'-8" 28 H 23 B '-6" 28 H 21 B 11'4" H B I 28 22 6' 6-11" 8'-5" 28 H 21 B 11'-10" 28 H 23 B 1 8'-10" 28 H 24 V OF 9'-7" - 28 H 22 B 10'-11" 28 H 23 B 7' 5'-1" 7'-10" 26 H 2 B' 11'-0" 28 H 24 B 8'-2" 28 H B 8'-10" 28 H 22 B 10'-4" 28 H 23 B 6' 4'-5" 7'-4" 26 H 22 BN 10'-3" 28 H 24 B 7'-8" 2625 B 8'-3" 28 H 23 B 9'-11" 28 H 24 B 9' 3'-11" 6'-11" 28 H 22 B 28 H 25 B 7'-3" 2 H 25 B 7'-10" 28 H 23 B 9'-6" 28 H 25 B 10' 3'-6"9� 3,� 8 H 25 B T-4" 28 H 24,E nB { 9'-3" 28 H 25 B ,r 3'-2" W-911 2 26 B 7�_1" 28 J_,. a &24 B 8'-11" 28 J 26 B 12' - 8'-5" 28 B 6 -9 " 28 f' J 24 B E �_ 8 8-, 28 J 26 B ts' - g_1 32 27 :E "6 6.. 32 J 25 � 8'-5" 32 J 27 B 14• - 7'-9" OOS2 J 27 B 6-Y 32 J 25 B 8'4" 32 j 27 B 15' _ T-611 32 J 27 B g�_p�� 32 J 25 B�/E 8'-0" 32 J 28 B 16' _ 110001 71-4" 32 J 27 6-10" 32 J J26 �/E T-10" 32 J 28 B n' _ 7'-1" 32 J ," 27 B 6-8" 32 1 J 26 T-8" 32 J 29 B J01 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ti®� No. 79 NOTE: � FOOTING SHOWN Exp.5 3 0 IN CUBIC INCHES ,� } WITHOUT SLAB. CMIL SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & Q� CALF SHT. 23 FOR FREESTANDING CJ I.C.C. E.S. EVALUATION NUMBER N BY: " : 10Y1312007 FIA TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: COMMERCIAL AND RESIDENTIAL ;>TRUCTURAL ENGINEERING POST SPACING TABLE SHEET 10, 20 8 30 ps, DURALUM PRODUCTS, INC. 18269 ERPORT :NONE cn ov. ,. ,.... .. FREESTANDING 20 OF 29 ALTA LOM.A. M f9fi117E1_91n7 nsin nrr�ruen HORIZ. WIND = ALPINF AVF. CAMAMFNT(1 r.A 9.SA2R Q�� No. 37 48 Ex . S, g CIVIL mp".1l,L I.C.C. E.S. EVALUATION 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C FOOTNOTE: "SAMPLE" C 7" I -BEAM PATIO COVER SYSTEM ASM G. BY: DBL. 3"x8"x.042"BM +>�p� V m DBL.2"x6.5"x.032" BEAM 0 G 3"x8" BEAMw/INSERT v O NOTE: 21 OF 29 FOOTING SHOWN IN CUBIC INCHES SCALE: NONE WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES OR 3x8 BEAM SHT. 9 FOR ATTACHED & O MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST a F r �o O z m 0Z5 FREESTAND ATTACHED FTG. MIN. POST FTG MIN. POST FTG. MIN. POS FTG MIN. POST FTG. MIN. POST FTG MIN. POST FTG. MIN. POST FTG MIN. POST 5� xQ nUa Z SPACING SPACING FOR DBL. 2x6.5x.032 FOR 3 x 8 BEAM SPACING f ��p (IN.) TYPE I (N) TYPE (IN.) (IN.) TYPE IN. ( ) TYPE I (N•) TYPE (IN.) TYPE (IN TYPE 4' 8'-11.. 23'-9" 37 H 26 F 14'-4" 32 H 22 B 9'-9" 10'-2" 28 H 19 B 19'-4" 37 H 24 CE 7._1., 21'-3" 37 H 27 F 12'-10" 32 H 22 B 8'-8" 9'-1" 28 ., H 20 B 17'-2" 32 H 25 C�/E 5' s' 5'-11" 19'-4" 37 H 27 F 11'-9" 28 H 23 B 7'-11" 8'-3" 28 H 21 B 15'-8" 32 H 26 CSE 7' 6-1" 17'-11" 32 H 28 F 10'-10" 28 H 24 B 71-4" 7'-8" 26 H 21 B 14'-6" 32 H 26 C/E B' 4'-5.. 16'-9" 32 H 29 F �_ 10'-2" 28 H 24 B 6'-10" T-2", 26 H .22 B 13'-8" 32 H 27 E� 9' 3'-11" 15'-10" 32 H 2 "V-7" 28 H 25 B 6-6" 6'-9" 28 H 12'-10" 32 H 27 E�/E 1D' 3'-6" 15'-0" 32 H 30rF 9'-1" 28 H 25 B 6'-2" 6'-5" H 23 B 12'-2" 32 H 283'-2..14'-4" 32 J 30 1-8" 28 j 26 B 5'-10., _2.. 28 J 23 B 11'-8" 28 J 28 F12' 32 J 31 8'-3" J 26 B -7" 5'-10" 28 J 23 B 11'-2" 28 J 29 -13'-8" 13' _ 13'-2" 32 J 31 F 7'-11" 32 26 5'-4" 5'-8" 32 J 24 B 10'-8" 32 J 29 E� 14' - 12'-8" 32 J 32 F 7'-8" 32 J B 5'-2" 5'-5" 32 J 24 B 10'-3" 32 J 29 E� 1s' _ 12'-3" 32 j 32 F 7'-5" 27 5'-0" 5'-3" 32 j 24 B 9'-11" 32 J 30 F 16' _ 11'-10" 32 J 32 F 7' 32 J 27 B - 5'-1" 32 J 24 B 9'-8" 32 J 30 E 17' - 11 -6 33 1 J 33 F I 10orT-0" 32 J 28 B - 4'-11" 32 j25 B 9'-4" 32 1 J 30 E,,� Q�� No. 37 48 Ex . S, g CIVIL mp".1l,L I.C.C. E.S. EVALUATION C� FOOTNOTE: "SAMPLE" C FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C PATIO COVER SYSTEM ASM G. BY: SHEET +>�p� V m ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 0 G POST SPACING TABLE FREESTANDING v O NOTE: 21 OF 29 FOOTING SHOWN IN CUBIC INCHES SCALE: NONE WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & O SHT. 23 FOR FREESTANDING 7 Q�� No. 37 48 Ex . S, g CIVIL mp".1l,L I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM ASM G. BY: SHEET REPORT NUMBER DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20. 30 DURALUM PRODUCTS, INC. 1(916) 21 OF 29 ER- SCALE: NONE ALTA LOIv1A. CA (951) 741-2707 D HORIZ. WIND= 8269 ALPINE AVE, SACRAMENTO, CA 95826 ma as GMT.=4 REVISED BY: K.K. S D.P. 20 A L.L. 110 MPH 00 L.L. 11O MP 90,100 3 110 MPH 452-7021 FAX 403-1519 sales@dOraNm.com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP B&C 6.5" ROLLFORM 4" I -BEAM 4.5 /. MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM � ❑ OZ m 0u5 5 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED NIAX.POST FREESTAND ATTACHED FREESTAND ATTACHED �s I- a Z cn O SPACING SPACING SPACING SPACING .FTG MAX.POST SPACING FTG MIN. POST FTG MIN• POST FTG. MIN. POST FTG MIN. FTG MIN. FTG MIN MIN. FTG MIN. FTG. MIN.FTG. MIN. (IN.) TYPE (IN TYPE (IK) TYPE (IN.) POST TYPE (IN-) POST TYPE (IN. POST TYPE (IN•) POST TYPE (IN-) POST TYPE (IN•) POST TYPE (IN•) POST TYPE 4' 8'-11" 8'-6" 28 J 18 B 12'-0" 28 J 20 B 8--10" 28 J 22 B 9'-7" 28 J 19 B 10'-11" 28 J 20 B 50 7'-1" 7'-7" 26 J 19 B 10'7 28 J 21 B 8'-o" 26 J 23 B 8'-7" 28 J 20 B 10'-2" 28 J 21 B 6� 5'-11" 6-11" 26 J 19 B .9'-9" Nk J 22 B T-3" 26 J 24 B T-10" 26 J 20 B '_ " 9 6 28 J 22 B r 5'-1" 6-5" 26 J 20 B 9'-0" 2XX 22 B 6--9" 26 J 24 B 7'-3" 26 J 21 B 9,-1,, 28 J 22 B 8- 4'-5" _ 8'-5" 28 3 B 6'- 26 Jam; 21 B 8'-8" 28 J 23 B 9' 3'-11" 8'4" 28 J 2 B ,-4„ f 8,, . J 22 B 8'-4" 28 J 24 B 10' 3'-6" 7'-6". 28 � J. 24 6'-1" r. 28 J 22 B 7'-11" 28 J 24 B 1r 3--2-' 7--2-- 28 J 24 F 5'-9" 28 J 22 B 7'-6" 28 J 25 B 12' - 6-11" 28 J 24 B ,/ 5'-6" 28 J 23 �/E 7'-3" 28 J 25 B 6'-8" 32 K 25 B ,` 5-�-- 32 K 23 6'-11" 32 K 25 B 14' - 6--4-- 32K 25. B 5'-2" 32 K 23 / .. 6'-8" 32 K 26 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE -.; @R�FESS� 8 FIGURE INDICATES EXPOSURE C �� �• tugMA Q`� ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &_C. ~ f NO. 379 8 EX f' NOTE: N1L FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. �J SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ' I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE 10/23/2007 TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID POST SPACING TAB LEIDURALUMSHEET LIVE LOAD = 10; 20 8 30 psf PATIO COVER SYSTEM AS MFG. BY: PRODUCTS, INC. S ET ER- ' SCALE: NONE REVISEDBY:KK&�D.P. � ALTA LOMA, CA (951) 741-2107 FREESTANDING AND ATTACHED :-_.. ' HORIZ.WIND= ,.,..,.,..........,, 8289 ALPINE AVE:, SACRAMENTO, CA 95828F ._._.._____. _....__ ._._ _ 29 .-oeNocvm�a I.C.C. E.S. EVALUATION 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP.B&C Q r � o co 2 r O Z00 'z a a z 1n O 7" I -BEAM OC DBL. 3"x8"x.042"BM ) DBL.2"x6.5"x032" BEAM OR 3x8 BEAM j� � 3"x8" BEAMW/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED MAX.POST SPACING ' FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN) MIN. POST TYPE FTG (IN•) MIN. POST TYPE FTG. (IN) MIN. POST TYPE FTG (IN•) MIN. POST TYPE FTG (IN•) MIN. POST TYPE FTG. ' (IN•) MIN. POST TYPE 4' 8'-11. 19'-5" 37 J 24 F 28" 11'-9" 32 J 22 B 80" 8'-0" 10'-2" 28 J 19 B 52" 15'-9" 32 J 22 C/E 5' 7'-1" 17'-4" 32 J 25 F 10'-6" 32 J q B 7'-2" 9'-1" 28 J 20 B 14'-1" 32 J 23 E 8' 5'-11" 15'-10" 32 J 26 F 9'-7" 28 J 23ti B 6'-6" 8'-3" 8 J 21 B 12'-10" 32 J 24 c 7' 5'_1„ 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" -8" 26 J 21 B 11'-11" 28 J 25 C� 8'4'-5.. 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 7'-2" 26 J 22 B 11'-2" 28 J 25 9' 3'-11" 13'-0" 32 J 27 F 7'-10". 28 J 25 B 5'-4' 6'-9" 28 J 22 B 10'-6" 28 J 26 E�/E 10' 3'-6" 12'-3" 32 J 28 7'-5" 28 J 25 B -0" 6'-5" 28 J 23 B 10'-0" 28 J 26 E� 11' 3'-2" 11'-9" 28 J 28 F 7'-1" 28 J 26 B6'-2" 28 J 23 B 9'-6" 28 J 26 12' _ 28 J 29 F' 9.. 28 J 26 B 5'-10" 28 J 23 B 9'-1" 28 J 27 13' _ 10'-9" 32K 29 F 6'-6' 32 K 26 5'-8" 32 K 24 B 8'-9" 32 K 27 E 14' - 10'-4" 1 32 K 30 F 6'-3" K 27 eB 5'-5" 1 32 1 K 124 B 1 8'-5" 1 32 1 K 28 E� I.C.C. E.S. EVALUATION 03 FOOTING r_ ED CUB OOTING OC "SAMPLE" ) FOOTNOTE: FIGURE INDICATES EXPOSURE B j� � W/ NO GURE IIVDfCATES EXPO RE C W/ SLAB 01 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIG, E OWQDICAT EXP. B W/ SLAB 20" NOTE: FOOTING SHOWN IN CUBIC INCHES 50" SQ. WITHOUT SLAB. W ~ No. 7948 f✓ SEE ALTERNATE FOOTING TABLES EXP 3 SHT. 9 FOR ATTACHED & 51" SQ. SHT. 23 FOR FREESTANDING CNW. Q` 1 I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING SOLID CUB OOTING SQ. x 1 B" THICK CUBE FOOTING CUBE FOOTING SQ. x 18" THICK CUBE FOOTING W/ NO W/ NO SLAB W/ SLAB W/ NO SLAB W/ NO SLAB W/ SLAB 20" 23" SQ. 18" 38" 50" SQ. 36" 22" 26" SQ. 20" 40" 51" SQ. 38" 24" 30" SQ. 22" 42" 53" SQ. 40" 26" 33" SQ. 24" 44" 55" SQ. 42" 28" 37" SQ. 26" 46" 56" SQ. 44" 30" 41" SQ. 28" 48" 57" SQ. 46" 32" 45" SQ. 80" 50" 58" SQ. 48" 3q" 47" SQ. 32" 52" 61" SQ. 50" 36" 48" SQ. 34„ 54„ 64" SQ, 52" I.C.C. E.S. EVALUATION DRAWN BY: KK L & ASSO IATES, INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20. 30 DURAL PRODUCTS, INC. 1(916)452-7021 23 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = D IN 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO. GFW-067� REVISED BY: KK & D.P 30 # LL 110 MPH 90,100 & 110 MPH FAX 403-1519 Bele ss(�rdu2lum.wm W# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C > 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL•2"x 3x8 BEAMEAM 3"x8" BEAMw/INSERT >_ MINIMUM NO. OF POST O z m FREESTAND ATT. FREESTAND MAX.POST MAX.POST FREESTAND ATT. FREESTAND =)a 0 —:5 MAX.POST MAX.POST ATT' MAX.POST ATT. o FOOTNOTE: SPACING SPACING SPACING SPACING F m co zo FTG, POST FTG. FTG. MIN FTG. FOR DBL. FOR 3" x 8" FTG. POST FTG. SPACING FT7G;',pM % FTG. POST TYPE 1 POST TYPE 2 IN.) TYPE (IN•) (IN) POST 2" x 6.5x.032" BEAMTYPE (IN) (IN•) TYPE (IN.) (ITYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 25'-4" 17'-4" 28 G 22 23'-103,_7„ 33 G 23 16-4 96' 4" 28 G 20 32'-0� 33 G 27 6- 2 2 2 2 5'-7" 16'-4" 31'-0" 5' 20'-3" 16'-1" 2 G 23 21 �" 33 24 14'-8" 14'-8" 28 21 28'-7" 21'-1" G 13'-11" 14'- ' G 33 G 28 7, 2 2 2 2 6' 16'-10" 15'-2" 28 24 19' s" 33 G 24 13'-4" 13'-4" 28 21 2s'-2� 9 33 28 2 28 18'-1 "9'-3" 12' 2'-8" 12' 4' 1 -4" G 64. G s' 2 2 2 7 14-6 14-4 G 2 17'-10" 33 G 25 1,-9„ 2 �„ 28 G 22 24'-2'3.5„ 33 G 29 9' 2 3 2 2 8' 12'-8" 13'-9" 28 GF27 6 '-8" 28 G 25 11'-7"11'-0' 11' ..11 -7" 26 G 22 22'-81'-1, 33 G 30 10. 2 3 2 2 9' 11'-3" 13'-3" 28 G6 95'-15.9 28 G 26 90-910,-4„ 0 1 10'-1 26 G 23 29' 40, 8' 33 G 30 11, 3 3 2 2 10' 10'-2" 12'-9" 28 G 15'-2" G 26 10' 4" 10'-4" 26 23 20'-3" 33 G 31 3 3 2 2 11' g'-3" 12'x" 28 28 14, 28 27 0 G 9,_7" 1z' G s -1 9'-10" 26 G 24 19'-4" 33 G 32 13' 3 4 2 2 4'-0" 9'-4 9'-10" 18'-8" 12' 8'-5" 12'-0" 26 (� 28 13'-9 28 G 7 -5" 9'-5" 26 G 24 18'-6" 33 G 32 14' 3 g -5' 7'_ 4 2 2 13' T-9" 11'-8" 28 29 28 H -1" s'-1" 28 H 24 17'-9" 28 32 ,5' 3 13-1 8'-8" 9-1" 17'-2" H 4 2 3 14' T-3" 11'-5" 28 1 H 29 12 28 28 8'- 8'-9" 28 H 25 17'-1 28 H 33 16' 4 4 2 3 8._9.. 6'-7" 15' 6'-9" 11'-2" 28 H 30 12 2 H 28 8'-5" a -5" 28 25 16'-0" 28 33 17' 4 12'-2" 8'-0" 8'-5" H 16'-0" H 5 2 3 16' 6'-4" 10'-11" 28 H 30 11'-11" 28 H 29 8'-2" 2" 28 25 16'_0" 28 34 16' 11'- H 5'-0� H 4 5 2 3 17' S'-11" 10'-8" 28 H 30 11'a 7'-11" T-1 15'-6" 1'-5" 28 H 29 T-6" 1, 28 H 25 15,4„ 28 H 34 1s' 4 5 3 3 18' 5'-8" 10'-6" 28 H 31111 11'-2" 28 H 29 7 '_87 7,�„ T-8"' -8 7'-8" 28 H 26 15'-," 28 H 34 2D' 4 5 3 3 19 50-411 10-4 33 H 31 10'-10" 33 H 29 7'-6" 7'-s 14'-8" 7'-2" 7'-6" H 26 14'-3" 33 H 35 FOOTNOTE: 20' 5'-1" 10'-2" 33 H 31 10'-8" 33 H 30 7'-4" 7'-4" 26 94' 33 35 REQUER AND OR MIN. NO. OF POST IRED RED SPACING MUST EXCEED 10'-0" 1" 3-10' H ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE' Qr�O O� OR LESSER MUST BE USED FIGURE INDICATES EXPOSURE B_J;�4 FIGURE INDICATES EXPOSURE C �Q�O PS �CAM.OW` COL. TYPES 1•= .024" SIDEPLATES, USE ON CONC. SLAB ONLY rev OL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION REPORT NUMBER ER - No. 7 48g Exp3 vl%- DRAWN BY: KK TOM CAMBELL & ASSOCIATES• INC. ICE DATE: 10MQ007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER ACING TAE SCALE: NONE ALTA LOMA. CA 951 741-2107 FREESTANDING REVISED BY: K.K. & D.P. ( 1 AND ATTACHED /-712810-7 E LIVE LOAD= 10.20 & 30 psf HORIZ. WIND= DURALUM PRODUCTS, INC. SHEET 8269 ALPINE AVE, SACRAMENTO. CA 95826 24 OF 29 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3"SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x;032" BEAM 3"x8" BEAMw/INSERT OR 3x8 BEAM } MINIMUM NO. OF POST It Ix p g MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX POST FREESTAND ATT, ? o FOOTNOTE: ' m U SPACING SPACING m POST TYPE 1 POST TYPE 2 a Z SPACING FTG. MIN. FTG. SPACING FTG. MIN. FTG. FOR DBL. FOR 3" x 8" FTG. MIN. FTG. SPACING FTG. MIN. FTG. I I- 2 m O POST POST 2" x 6.5x.032" BEAM ( .) TYOST PE ( ) ( ) TYOST PE ( F_ (IN.) TYPE (IN.) (IN.) TYPE (IN.) IN IN. IN. IN.) EXP. B EXP. C EXP. B EXP. C 4' 264" 17''4" 30 G 22 23'-7" 35 23 15'-7 „ 16 4 30 G 20 >207"-8- 5- 1'-0' 35 G 27 6' 2 2 2 2 _ 0'-8" G 14 -0 14'-7" 27 -8 5' 20'-3" 16-1" 30 G 23 21'-118-5.. 35 G 24 13'-11" 14'-813,-1„ 30 G 21 27'-9'4,-9'. 35 G 28 7, 2 3 2 2 4'-10' 12'-6" .. 15'-2" 30 24 19'-3" 35 24 12'-8" 13'-4" 30 21 25' 4" 6 16 -10 G 6'-10" G 11'-5" 1'=11" G 2'-7" 35 G 28 B. 2 3 2 2 14'-0" 7' 14'-6" 14,-4 30 G 25 17'-10'. 30 G 25 11'-9" 12' 4'11'-0., 30 G 22 23'-5" 35 G 29 9. 3 3 2 2 13 -3" 15 -7 10'-7' 0'-11 " 8' 12'-8" 13'-9" 30 G 26 1 s'-8" 30 G 25 11'-0" 11'-7" 27 G 22 21'-11 ' 35 30 10' 3 3 2 2 12'-8" 14'-7" 9'- 1" 10'-4" 19'-7' 9' 11'-3" 13'-3" 30 26 15'-9 30 26 10' 4" 10'-1 " 27 23 20--p...35 30 l, 3 4 2 2 12'-2 G 3 -9 G 9' 4" 9'-9" G G 10' 10'-2.. 12'-9" 30 G 27 14'-11" 30 G 26 9'-10" 10' 4" 27 G 35 G 31 1z' 3 4 2 2 131.. 9'-3,.30 28 14-3 30H27 9,4„s'-10"8'-10' 27 24 35H 32 13' 4 4 2 3 '" 12' 8'-5" 12'-01' 1 27 H 28 13'-8'1-11' H 27 s'-0" 9'-5" 27 H 24 1T-1 " 30 32 1a' 4 8'-1" 16'-0" H 5 2 3 13'13' 7'-9" 11'-8" „ 30 H 29 11'-5, 30 8 8' 8 9' 30 H 24 17'-2" 30 H 32 15' 4 5 3 3 -9 7'-9" 8'-1.. 15-4' 14' 7'-3" 11'-5"0 30 H 29 12 11'-0" 30 H 28 -6„ 8'-9" 00, 0„ 30 H 25 1614'-9" 30 H 33- 16' 4 5 3 3 15 6,_9.. 11'-2" 30 H 30 12-41 10 ,8„ 30 H -o' 7 8'-5" 7 6 30 H 25 16'-P'_-3„ 30 H 33 ��' S 6 3 3 10'-3' 16' 10'-1 30 30 30 29 7,_g„ _2�, 30 J 25 15'-6" 30 J 34 18' 5 6 3 3 _ 10'-4" 7'-0" 7-4- 6'-4" 17' 5'-11" 10'-8" 30 J 30 29 7'-6" 7'-1 30 25 15'-0" 30 34 19' 5 6 3 3 9'-10 0'-0" .� 6'-s" .� .� 18 5'_8" 10'-6' 30 J 31 11'-2" 30 J 29 T-4" 7 _g Nws J 26 14' 7" 30 J 34 zo' S 6 3 3 -] 35 J 31 -1 35 J 7'-s" 35 26 14'-3" 35 J 35 FOOTNOTE: 19 F -4"s.. 9'-6" 6'-5' 6'-8" 12'-8,. 10'-2° 35 J AND OR MIN. NO. OF POST 1 10' 6" 35 30 11" T-4° 35 J 13'-10° 35 J 35 REQUERED SPACING MUST EXCEED 20' S'_1 ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE: "SAMPLE' Z^ m FESS/ OTNOTE: ` FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE GJ 0 5 1' C,gMA ` COL. PES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY �P COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 0 O 2 NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING C ~ No, 79 8 `~ U? Z Exp. 3 1� I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, IN `+ ICE 0 LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10123/2007 ACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG __ REESTANDING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SHEET 25 OF 29 ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE• SACRAMENTO, CA 95826 REVISED BY: K.K.&D.P 10#LL 10OMPH 90,100&110 MPH (916)452-7021 FAX 403-1519 salesa@durelum.com J09 NO. GF07w74 TUB# L.L. 110 MPH FREESTAND & ATTACHED OPEN LATTICE PATIOS 12' OR LESS r g� m� E- 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x1 BEAM 3"x8" BEAMw/INSERT EXP. B & C OR 3 x8 BEAM MINIMUM NO. OF POST of O z m FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND c0 Z MAX.POST MAX.POST MAX POST ATT. � FOOTNOTE:. ' ! z m p, z N o SPACING �C, POSTMIN. FTG SPACING FTG. MIN. POST FTG. SPACING FOR DBL. SPACING FOR 3" x 8" FTG. POST FTG. SPACING 3 2 2 8. FTG. POST FTG. 2 9' (IN.) TYPE (IN.) 2 (IN.) TYPE (IN.) 2" x 6.5x.032° BEAM (IN.) TYPE (IN.) 2 (IN.) TYPE (IN.) 4 25'4" " 32 H 22 22 0,-0.. 37 H 23 14'-1 " 15'-7" 32 H 20 29 37 H 27 5 6 3 3 17' 5 6 3 4 18' 13'-6" 14'-2" 3 4 19' 26'-9" 7 3 4 20' 20'-3" 151 X14'-5" 32 H 23 19'-87'-10.. 37 H 24 13 4 13-1 32 H 21 26'-5" 37 H 28 12'-1" 12'-7" 23'-11' 16-10" 14'-6" �, 32 24 18'-0" 32 H 24 12'-2" 12'-8 32 H 21 24'-2" 37 28 3 -7' 6'-3" 11'-0" 11' 6" 1'-10' H 14'-6" 13'-12'' 11" 32 H 16'-8" 32 H 25 11'-3" 11'-9" 8 H 22 22'_4" - ' 37 H 29 15'-1" 0-3 12'-8" 13'-12,x„ 32 H 26 5 32 H 25 10'-6" 11'-0" 28 F 22 20'-1 "11 37 H 30 14'-1" 9' -0,. it 11'-3" 12'-8"11-101, 32 H 26 14'-8_-%C 32 H 26 s'-11" 10'-4" 28 23 19'-8" 37 30 s' -o" s'- H 7'-10' H 10'-2" 12'-3"1,_5„ 32 H 27 1 13'-12'8 H ,A26 9'=5" 9'-10" 28 H 23 18'-8" 37 H 31 6'-11'' 9'-3.. 11'-111'-2" 28 H 28 13'-3" 32 27 9,_0,. 9, 28 24 17'-9" 32 H 32 12 -0" 8'-2" 8'-6" r' 16'-2" 8'-511 11-6". 28 H 28 12'-8" 32 H �WT9.-0" 28 /H 24' 17'-1" 32H 32 7'-9" 11'-3" 32 J29 11'-1" 32 J 28 " 8'_8"' -3-2 J 24 16'-4" 32 J 32 '-6"7'-10': 14'-10' 7'-3" 11'-0" 32 J 29 11'-9" 32 J 28 -0"!r— 8,4„ 32 J 25 16-9114 5' 94 32 33 01 6'-9"32 10'-0 `� 30 10'x" 32 J 8 7,_9„ 7'-0". r _3" 32 `� 25 15'-3" 13-10 32 J 33 6,�„ 10'-6 32 J 30 11'-0" 32 J 29 7'-6" 7'_s., 32 J 25 32 J 34 _ 10'-0' 6'-9" 7 _1. ,14'-s" 3�-4" 32 J 30 10 -6' 32. J 29 7'-3" 7'-6" 25 14' 4" 32 34 - 8 6'-6" 6'-10" J 13'-0" J 5'-8" 10'-1'. 32 J 31 1 32 J ` 29 6._7., 7'�„ I - 32 26 13'-1 `�32 J 34 9 -5' 9 -5 10' 1" 6'-4" 6'-8" 12'-7" o. m POST TYPE 1 POST TYPE 2 ~ EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 7, 2 3 2 2 8. 3 3 2 2 9' 3 3 2 2 10' 3 4 2 2 11' 3 4 2 2 12' 4 4 2 3 13' 4 5 2 3 14' 4 5 3 3 15' 4 5 3 3 16' 5 6 3 3 17' 5 6 3 4 18' 5 6 3 4 19' 5 7 3 4 20' 6 7 3 4 5,�„ s -10 37 J - 37� J 29 6-10" -10 7 -2' , 37 6 13'41, 37 35 9'-3" 9'-2" 6'-2" 6'-6", 1 J 12-3" J FOOTNOTE: ' 37 9'-10" 6'-8" 7'-0" 3' 2" HEADER AND OR MIN, NO. OF POST 20 5'-1" ,_1., 31 37 J 30 26 37 35 REQUIRED SPACING MUST EXCEED 8'-11' 6'-0" _ 'B� S /n - 12'-0" J ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: KK REPORT NUMBER DATE:10rz3rz0o7 ER- SCALE: NONE RF%11.CFn ov. v v OR LESSER MUST BE USED FOOTNOTE:' COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS u F No.337.99408�r * trxp Z1 off% /2l X107 TOM CAMBELL & ASSOCIATES, INC. LATTICE LIVE LOAD= POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 & 30 psf ALTA LOMA. CA (9511741-2107 eun eTTerucn HORIZ. WND = ALUM PRODUCTS, INC. SHEET ALPINE AVE.. SACRAMENTO. CA 95826 26 OF 29 1 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C- 311 SID STEEL BEAM DBL 3" BEAM x8 x 042 DBL.2"x6.5"x.032" BEAM 1, ,. 3"x8" BEAM-1/INSERT - I ill 1 - FOOTNOTE: * HEADER AND OR MIN. NO. OF POST 8'-g" 37 27 37 2 1� 5'_5" 37 24 10'-4" 37 ,1 31 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE"�OFFOOTNOTE: E S, OR LESSER MUST BE USED T QQ FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �q I� ���p.S CgA� C TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY ^ C LI 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.O ` J � Z 0 L No. 7948 r n c: cc NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. tj 0) !a>� gyp' 3 SEE SHT 23TERNATE FOR FREEOSTTANDING TABLESOTING SHT.9 FOR ATTACHED & P_1 CIVi� �\Q' �LIZ�I % I.C.C. E.S. EVALUATION > pp I— p Z 00 U—g a Z m N p MAKPOST SPACING FREESTAND ATT. MAKPOST X. SPACING FREESTAND ATT. . OR 3 x8 BEAM ER- MAKPOST SPACING FREESTAND ATT. 111' 1r3 I=— pp F MINIMUM NO. OF POST FOOTNOTE: ' MAKPOST SPACING FOR DBL. 2" x 6.5x.032" MAKPOST SPACING FOR 3" x 8" BEAM FREESTAND ATT. FTG. (IN.) MIN POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN• POST TYPE FTG. (IN.) POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B 2 2 2 EXP. C 2 2 2 4' 13'-2" 14'-2" 32 H 19 17'-2" 32 H 20 11'-9" 12'-2" 32 H 18 23'-0" 37 H 24 2 2 5' 10'-6" 13'-2" 32 H 20 15'x" 32 H 21 10'-6" t 10'-10" 28 H 19 20'-7" 37 H 25 7, 2 3 6' 8'-9" 121-4" 32 H 21 14'-0" 32 H 22 9'-7" 9'-11" 28:H 19 18'-10" 37 H 26 8. 3 3 7' 7'-6" 11'-9" 28 H 22 13'-0" 32 H 22 8'-10" 9'-2" 28 H 20 17'-5" 32 H 26 91, 3 3 2 2 2 2 8' 6'-7" 11'4" 28 H 22 12'4" 32 H 23 8'-3" 8'_7" 28 H 20 16-3" 32 H 27 10' 3 4 9' 5'-10" 10'-10" 28 H 23 11'-5" 28 H 23 T-10" 8'-1" 28 H 21 15'-4" 32 H 27 mmmumm=901 3 4 2 2 2 3 I 10' 5'-3" 10'-5" 28 H 23 10'-10" 28 H 24 T-5" T-8" 28 H 21 14'-6" 3 28 12' 4 4 11' 4'-9" 1 28 241 10,_4,. 2824 7._1.. 7,��� 28 21 _ W 2 28 - I ill 1 - FOOTNOTE: * HEADER AND OR MIN. NO. OF POST 8'-g" 37 27 37 2 1� 5'_5" 37 24 10'-4" 37 ,1 31 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE"�OFFOOTNOTE: E S, OR LESSER MUST BE USED T QQ FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �q I� ���p.S CgA� C TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY ^ C LI 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.O ` J � Z 0 L No. 7948 r n c: cc NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. tj 0) !a>� gyp' 3 SEE SHT 23TERNATE FOR FREEOSTTANDING TABLESOTING SHT.9 FOR ATTACHED & P_1 CIVi� �\Q' �LIZ�I % I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & OCTA S, INC, uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/23/2007 G TABLE COMMERCIAL AND RESIDE IAL STRUCTURAL ENGINEERI—pRE€STANDIN 3 10, 20 & 30 psf DURALUM PRODUCTS, INC. SPIFFY ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 27 OF 29 REVISED BY: K.K. & D.P 20 # LL. 110 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403.1519 sales@duralum.Com jos "o. ocmccr� MEMOS Emmumm=ms MEW ammal MEMOS MEMOS MEMOS mmmumm=901 m==mww=mmm1mm1MmS - I ill 1 - FOOTNOTE: * HEADER AND OR MIN. NO. OF POST 8'-g" 37 27 37 2 1� 5'_5" 37 24 10'-4" 37 ,1 31 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE"�OFFOOTNOTE: E S, OR LESSER MUST BE USED T QQ FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �q I� ���p.S CgA� C TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY ^ C LI 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.O ` J � Z 0 L No. 7948 r n c: cc NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. tj 0) !a>� gyp' 3 SEE SHT 23TERNATE FOR FREEOSTTANDING TABLESOTING SHT.9 FOR ATTACHED & P_1 CIVi� �\Q' �LIZ�I % I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & OCTA S, INC, uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/23/2007 G TABLE COMMERCIAL AND RESIDE IAL STRUCTURAL ENGINEERI—pRE€STANDIN 3 10, 20 & 30 psf DURALUM PRODUCTS, INC. SPIFFY ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 27 OF 29 REVISED BY: K.K. & D.P 20 # LL. 110 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403.1519 sales@duralum.Com jos "o. ocmccr� 30# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIO I COMMERCIAL 12' OR LESS EXP. B & C } 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" OR 3'x8 BEAM BEAM 3"x8" BEAMw/INSERT � MINIMUM NO. OF POST ¢= 5 0 JCim OS z 5 U MAX.POST FREESTAND ATT. MAX POST, FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT, I¢- F FOOTNOTE: MAX.POST m X¢ muaiO SPACING7G.MIN SPACING SPACING FOR DBL SPACING FOR 3" x 8" SPACING MIN POST TYPE 1 POST TYPE 2 �G' POST FTG. �G' MIN. FTG. FTG. MIN. TYpE (IN.) (IN.) POST TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) POST�G'�G'POST TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 17 18'-11" 37 J 22 s' 2 2 2 2 18 16'-11" 37 J 23 �, 2 3 2 2 18 15'-5" 37 J 24 8' 3 3 2 2 19 14111 37 J 25 9. 3 3 2 2 19 13111 37 J 25 10' 3 4 2 2 19 12'-7" 37 J 26 3 4 2 2 20 11'-11" 37 J 26 12' 4 4 2 3 :20 11'-5" 32 J 26 13' 4 5 2 3 20 101-1111 32 J 27 14' 4 5 3 3 21 10111 32 K 27 15' 4 5 3 3 21 10'-2" 32 K 28 16' 5 6 3 3 21 9'-9" 32 K 28 1r 5 6 3 4 21 9'_5" 32 K 28 FOOTNOTE: 22 32 28 HEADER AND OR MIN. NO. OF POST ,- „ REQUIRED SPACING MUST EXCEED K 4' 8'-10" 12'-5" 2 J 18 14'-2" 32 J 19 9'-7" 10'-0" 28 J 5' T-1" 11'-6" 2 J 19 12'-8" 32 20 8'-7" 8'-11" 28 J 6' 5'-10" 10'-10,1 28 20 11 _6!. 28 J 20 T-10" 8'-2" 28 J 7' 5'-1" 10'-3" 28 J 281 J 21 7'_ 7111 26 8' 4'-5" 9'-10" 28 J 21 '-0" 28 J 21 _911 7._1.1 26 J 9' - 9'-5" 28 J 22 91_5 28 J 22 6'_4" 61_811 28 J 10' - 9'-2" 28 J 22 8--1 1 N J 2 .6'-1" 6'-4'- 28 J 11' - 8'-1011 28 J 23 8111 28 23 51.9,1 61.011 28 J 12' - 8'-711 28 J 23 81-211 28 3 6-6" 5,_911 28 J 13' - 81 11 32 K 24 T-10" 32 K 23 1411 51_611 32 K 14' _ 8--111 32 K 24 7'_6" 2 I K 23 51_ 5'4" 32 K 15' - T-9" 32 K 24 T-3" 32 K 24 4'-11" 5'-2" 32 K 16' _ T-6" 32 K 25 7' . " 32 K 24 -N 32 K 17' - 7'-4" 32 K 25 32 K 24 - 4--10" 3 6,-10" 9 2 ALLOWABLE SLAB SPACING FOOTNOTE:' OR LESSER MUST BE USED COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. cm I. CAA. d. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION REPORT NUMBER ER - No. 79 8 Exp. 3 CN11. i DRAWN Sr. KK I TOM CAMBELL & ASSOCIATES, INC. I LATTICE DATE. 10/232007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE SCALE: NONE FREESTANDALTA LOMA. CA (951) 741-2107 ANDATTACHED NG REVISED BY: KK. 8 D.P. ED LIVELOAD= YMIIV I.VVtK O"i, ItMHA MrU. bT: SHEET 10, 20 & 30 per DURALUM PRODUCTS, INC. 28 OF 29.1oe "o HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 28 OF. ATTACHMENT DETAIL FOR INSULATED STRUCTURAL MNDWICH PANEL zz ROOF SLOPE SHALL BE 1/4": 12" MIN. 12'-4" 4„ 6063-T6 ALUM.ALLOY43�2; QS`S �, CgMA O90 � WALLFASTENERS100 GO SEE TABLE110 � Ne.37'348 27 WIND DESIGN S.M.S MPH #14 @ 12" O.C. .032" 22'-0" 17'-4" 14'-3" LLU)I— HANGER / RAIL FASTENER TO FASCIA, WALL WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 LL=10 LL=20 AT V LL=3(E0 MPH #14 @ 10"O.C. MPH #14 @ 8" O.C. 3" OR 4" STRUCTURAL SANDWICH PANEL NOTE: #14 SMS SHALL HAVE SEE ELITE ALUMINUM CORP. I.C.C. ER -5658 E A MIN. 1" PEN. INTO HEADERFOR 3 C G 90, 1008 110 MPH PANEL SPANS AND DESCRIPTION DETAILS `29519 *EXn #12 12" OC.880" -� �� C1V11" �P q�OF CAUF� 3" OR 4" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA #14 S.M.S. ( WOOD, ALUM. OR HARDBORD ) SEE TABLE ApOVE PANEL TO HEADER BEAM CON EXTRUDED WALL FASTENERS SEE TABLE BELOW APPROVED I -BEAM -- BEAM HEADER PANEL SPAN TABLE. PANEL SKIN INCH INCH I LL = 10 LL=20 LL=30 OPTIONAL NON-STRUCTURAL FASCIA 3" .024" 1 18'-0" 12'-9" 10'-9" zz .032" 1 - 14'-5" 12'-4" 4„ .024" 21'-4" 15'-1" 12'-4" Qn r .032" 22'-0" 17'-4" 14'-3" LLU)I— HANGER / RAIL FASTENER TO FASCIA, WALL WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 LL=10 LL=20 AT V LL=3(E0 70 A C C E 90 B C E 110 D C C G TUW,4WSONRY OR CONC.) STUD AT MASONRY .C. CONCRETE LL=20 LL=30 LL=10 LL=20 H H J J H H J J H H J J 1 �2zs]z) 7 DED -DRIP EDGE OP L RAIN GUTTER C C Z w LJCOt.rVr, 1IVIV vF LMJld�Gvv TOM CAMBELL & ASSOCIATES, INC. zz A=1/4"0x11/2"@12"O.C. E=3/8"0x21/2"@16"O.C. J=1/4"0x11/8"@16"A.B. Lu¢w 6=3/8"0x11/2"@16"O.C. F=7/16"0x21/2"@16"O.C. K=1/4"0x11/8"@12"A.B. Qn r C=3/8"0x1 1/2"@12" O.C. G=7/16"0x2 1/2"@12" O.C. LLU)I— D=7/16"0x1 1/2"602" O.C. H=3/8"0x2 1/2"012" O.C. PANEL TO PATIO #14 S.M.S. - SEE TABLE ABOVE INSUL ROOF INSULATED ROOF PANEL TO APPROVED BEARING WALL SYSTEM CONN. INSULATED ROOF PANEL TO APPROVED NON-BEARING WALL SYSTEM LS SHALL BE ELITE ALUMINUM CORP. I.C. R- OR APPROVED EQUAL THE PA USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EV ATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL BUILDING CODE, 6 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA BUILDING CODE WHI MUST BE SUBMITTED WITH DURALUM PATIO COVER DRAWING. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I INSULATED ROOF 10, 20 b 30 sf P DU ALU PRODUCTS, INC. 1(916)452-7021 SHEET EE ER- SCALE: NONE I ALTA LOMA, CA (951) 741-2107 PANEL CONNECTIONS HOW WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 29 29 O29 REVISED BY: K K. & D.P. 90, 1008 110 MPH FAX 403-1 salesQa durelum.com `29519 Customer: Les Sue 35 New Foster Place Chico, CA 95928 Garage 68' DriveWay 10p x 18w x 8h patio cover Contractor: AmeracoverWest Posts 18 atio Cover Contact \ JR Reville 1-916-802-7200 10' 6' Backyard 48' House 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: 35 NEW FOSTER PL Owner: Permit NO: B07-1303 APN: 040-640-003 SUE, LESLIE Issued Date: 08/13/2007 By KEJ Permit type: MISCELLANEOUS 35 NEW FOSTER PLACE Subtype: Remodel CHICO, CA 95928 Expiration Date: 08/12/2008 Description: CONVERT EX GARAGE TO EXER( (530) 891-4383 Occupancy: Zoning: Contractor Applicant: Square Footage: COCKRELL AL CONSTRUCTION COCKRELL AL CONSTRUCT Building Garage Remdl/Addn P O BOX 1417 P O BOX 1417 566 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530) 514-2290 (530) 514-2290 566 r FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Remodel -Residential $759.87 Total Charged: $835.57 Fees Paid: $835.57 Balance Due: $0.00 Receipt No: B3506 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 COCKRELL AL CONSTRUCTIO 470685 / B / 03/31/2007 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 is in full f and effect. pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 08/13/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR 11I 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 11 ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; 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 be competed if the permit is or one hundred dollars ($100) oror es— ❑ I AM 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' Compensation laws of California, and agree that if I should become subject to the workers' X 08/13/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 08/13/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature 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 officers, agents 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the 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 inspection purposes. I hereby certify that I am the pro caner or a authorized to act on the property owners behalf. �S �G08/13/2007 CONSTRUCTION LENDING AGENCY - I 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) 1-1Owner ID/Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY oo DEPARTMENT OF DEVELOPMENT SERVICES ° ° BUILDING PERMIT APPLICATION ° ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o -y` �` o A FEE WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds OuR **PLEASE PRINT CLEANLY** OWNER INFORMATION Last NameGrp First Name Mailing Address mac-- �y ' 2.� r , ` City C7 cv State `'� zip Z792 Phone 73 Fax E-mail CONTRACTOR Name 40,4n/1S ez— S Address 1AA10, City �� State "`p� 223 Phone�/% Fax E-mail Lic. # �/� Class APPLICANT INFORMATION ARCHITECTIENGINEER Name Cityj� Aftess Zip��� City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address AWL ((OO G Cityj� State Zip��� Phone 57y- �YO \ Fax E-mail APPLICANT SIGNATURE Com- CA.3 . PERMIT NO. I BIN#.J�� 0 1 /PROJECT LOCATION AT AP# / O Qv— 3 - Property Address 3s —�r,;/- � . �� �� City �/C4 �q� % WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORE(: �/✓U�-'12S�ti/ Ori' G�"iC/.S�%1r�i _� i Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office eI Zoning Flood Zone SRA I Yes No Occ. Type Const. i � Butte County Department of Development Services .TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any.plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://muniCipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1303 Location: 35 NEW FOSTER PL Parcel Number: Owner Name: 040-640-003 SUE, LESLIE Description: CONVERT EX GARAGE TO EXERCISE ROOM Date: 6/13/2007 Phone: (530) 891-4383 Signature of Property Owner: Date: 6/13/2007 FILE Butte County Department of Development Services `TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1303 Location: 35 NEW FOSTER PL Parcel Number: Owner Name: 040-640-003 SUE, LESLIE Date: 6/13/2007 By: GLB Sub Type: Remodel Phone: (530) 891-4383 Description: CONVERT EX GARAGE TO EXERCISE ROOM The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ M■I E ■ DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 , co Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 D_urKam Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966.- (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise.CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ ❑ Other: Signature of Property Owner: Date: 6/13/2007 FILE Butte County Department of Public Works 'J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C 10*yt�� P�tTME/Yi' Zic National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1303 Date: 6/13/2007 Location: 35 NEW FOSTER PL By: GLB Parcel Number: 040-640-003 Sub Type: Remodel Owner Name: SUE, LESLIE Phone: (530) 891-4383 Description: CONVERT EX GARAGE TO EXERCISE ROOM By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: V—J 4,U - Title: FILE Date: 6/13/2007 BUTTE'COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1303 Job Address: 35 NEW FOSTER PL Contractor: COCKRELL AL CONSTRUCTION P O BOX 1417 CHICO, CA 95927 Printed: 6/13/2007 2:32 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 6/13/2007 $75.70 DBMSC Remodel -Residential 0010-440001-4210500-1010 $759.87 6/13/2007 $759.87 Printed By: Gwyn Benedict 835.57 $835.57 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the an checking process. Signature: /�J� Date: 6/13/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District "l b �/ ��� Building Department No. ` Tax ate Area No. A.P. Number u sdiction: City County .� Property Owner 4 i,� , n Property Location/Address Subdivision Residential Development 0 Q No of Living Mobile Home Units Installation -4 y r ,q T waw Commercial/Industrial Q New Addition Lot No. ............................ ..............................._A............................... Sq. Footage A�n/ 'Supplemental to �—& 6 (Group R) 3t,3 Conversion Permit # Cr. Demo - ( ) i *(No foundation inspection) existing sq. ft. see attached r..........................................................................................: t Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) q Y Sq. Footage (Including Exterior fir' wr Ro fed Areas) 'M 3 Date tification No. Q ( _`t—r` p School District certifies that �� t`t & C k r2 r</ (Payor) cA C� 0 r4D-7 530 (Street Address) (City) ) (State) (Zip Code) (Phone NL has complied with the requirements of Resolution No. — by payment of $ 14ST. s� representing square feet. B 2926 $ FULL MITIGATION $ School District epresi ntative Date a Paid by Check # / Remarks: t Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a)„withint90 days from the date fees are paid. Failure to submit a timely written protest will prohibit �.4 you from challenging the im siti&n of the fees in any court action. If, subsequent to the School,District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under1he'C111ifornia Environmental Quality Act(CEQA), e' this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. -'`- White (school district), Yellow (building department), Pink (applicant) Iii -1 feeform.xls (12/06)dmm OW _� y0 403.061-156,0 a Bi SUE, LES } ' D ��7;35 NEW FOSTER PL, CHICO NOTES I Cont: DENNIS ALAN COCKREU 01 ADDITION RESIDENT-1AL APN: Permit No. " �Af, 1 � W Owner. Site Address- Contractor. e . A - Type of Permit: s S> SPECIAL CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS EISUB•STANDARD HOUSING LETTER '! ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE DATE JOB FINALED: 'q I-07 SIGNATURE: �j M SPECIAL CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS EISUB•STANDARD HOUSING LETTER '! ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE DATE JOB FINALED: 'q I-07 SIGNATURE: �j +=OK - u..• nv MANUFACTURED HOMES MISCELLANEOUS- DAIL__j Lj PERMANENT FOUNDATION Lj SOFTSET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIBC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C10 to Grade 12 Gas and Electilcity Tagged 13 Tie Downs Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers '"-_DATE D E C KS -C O V E R S'C A R P O R T S'G A R A G E S 1 ZoningSetbacks-Easements 2 Figs; SoilsSz-0pthSpacing-CnnctmSteel 3 Decks, Girders/Joists-0cking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Daors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing-VeneerStucco-Lath 10 Roof; Shthg-Roofing " 11 Ext; Steps-0oors-Landiings 12 Braced Wall pnis y+ g DATE IP O O LS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptclslLting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 EIec.Encisrs; Conduit Entries -Terminals -listed 7 Elec Bonding; Metal w/5-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcitng Eqp-Pool Ightg BoxesEnclsrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Appnil 10 "Pimb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Endsr, Fencing -Alarms 13 Bonding, Diving board or Slide O'A 4t dA fid} Pool Drawing • RESIDENTIAL (Single & Duplex) DATE UNDERFLOOR T DATE PLUMBING 7 zonlnoetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Grnd Ftg jPpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE FR ING 1ft&0tijrs Proper Materials & Anchrs Is Studs- Nailing Spacing & Braces -Plates -Sound W-18earing Walls over Girders & fir Nailing 20 Djdh Stop in Walls (rat pr 0.0f), iyaStops; Furred Ceilings -Stairs -Chasers -Tubs ceders & m BeasSi &•Bearing" 13�fa ers-Posf'Caps-Anchrs-Cnnctns 4JR11ing Joist-Rftr Tes-Puriin-Roof Brac-TrussShthg 25 Frplc Ties or Type AFlue=Frplc Throat Cimc 26 Attic Acc; Sz &*mz 0r'tcXn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prteth Framing -RC Channel 29 Prprty Line Firewall & Opngs' 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 3s; Width-Hdrm-Rise-Run-Landing-Fire Prtctn Plywd on Roof Ovrhng-Attic Vnts-Ritr Outrgrs 33 S mg -Nailing Veneer WoostucLath Weep Screed-Fndtn Vnts-Undrflr Acc 35 GI ng Are PrtctnSkyLts-Plastic . -(J ear Walls; Nailing -Bolts trace Int/Ext Wall pnls X38 tnsultn-Walls-Ceilings 39 Infiltration -Walls -W ndws Z�Q DATE JELFT R I C A L & Trnsfrmr Cirnc4ns Prtctn 445E* Rcptcls Spacing-Lts & Switches at Doors 4318 xes & No Of Cndctrs Stapled ox Installed Close to Edge of Studs & CJ 44-ecgp Grnd made up w/Mech Fstnrs 45 9prang Electrode Bond Gas & Wtr 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ya [:ICU or ❑AL AC Wire Sz ❑ CU or ❑ AL 48 Range Circ CU or ❑ AL Oven Circ ya ❑ CU or ❑ AL Insulated Neutral ❑Yes No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Cirncs pnis-Motors-Mech Eqp 51 Clothes Closet LtShwr LI -Spa Lt 52 Smoke Detector ,l12 00 . 53 Wtr Htr; Vent-Acc-Cmbstn AIr Ba fle Pipe; Test & Anchr-Nail Prtctn DWV; Test Fittings & Anchr. Nall Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 5 t Tuti & Shwr, 2nd fir - Tub Acc XiPipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas.Piping UAit IMEJUHAN'ICAL AC Ducts Insultn & Support 62V nt Fan, Exhaust abv Insultn Erdo ensate Drain & Ovrflw, Sz & Grade 4*'�FtulflnzaceVent Acc-Comb Air Rtrn/Vent 115 Outlet ic Acc & Pitfrin if Furnace in attic o� Z � d � �y'-•�� or �sr 66'ExtSte -Door & SideLt Prtctn-Landings 6LS oke -Detector 68 Furnace Vnts-Cimc-Comb, Air-Dnnctr In G ge; abv-flr-Ducts-Meeh Prtctn 6 eddrr om Exiting GFl &Bath Fxtrs & Tub Acc-Spa 72'Blec Trim & Subpnl, Breaker Szs & Labels 73 Stalm-Guard/Handraiis 7-4olFrpic or Stove, Cimc-Hearth 75 E lets at Wood PnI, Int & Ext 74 -Kt & Appinc; Gmd-Air-Gap-Cooking Clmc eT.YEI c Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRY; abv fir Mecb'pdctn; LPG Appince Undr House 3' drain 81-PImb; Elec & Mech Eqp Listed for Loctn 82-Elec Rcptcls in Garage (GFQ Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Dmge Planters 0 Yes ❑ No 87 Stuc rown-Finish Unit Dscnnct, Elec-PImb 89 Vnts abv Roof, PImb-Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, PImb 91 c Trim, GFI Rcptcl-Undrgmd ntitn thru House 93 Glass Prtctn 94 Corrections from previous Irispetns 95 Gas Test -Meters Tagged, Gas-Elec 96 W ewer Cnnctd-CIO to grade -HD Apprvi e!SyCmpinc Cert -Other Certs ress Posted 99 Fire Sprinkler 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 the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any uestions pertaining to this matter, or need additional explanation, please contact the Bu' ng I"pector as indicated below. D Date r /� Inspector REV 4/05 Phone # 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 SUE o-6- l s-6 a 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 work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. l 't— q,> sy SAL -�C_ 2 X + Q ,t- .' v S' o it I- 1 e 1A . Iy/ PC 0 ✓ 11 cls "k�_''k S \ 1-- s k-- V 0 r " u- ..A c V.' qef 4p:> e Ck r o.> i"� C: C c v -' + S Date �' O Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 N BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061560 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/28/2006 APN: 040-640-003-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 35 NEW FOSTER PL CHI Map Index: Datej�`=c�Contractor:� Description: SF ADDITION (1139 SQ. FT.) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SUE LESLIE & ROBERTA L permit to construct, alter, improve, demolish, or repair any structure, prior 35 NEW FOSTER PLACE to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928-8233 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: AL COCKRELL CONSTRUCTION intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does P.O. BOX 1417 such work himself or herself or through his or her own employees, CHICO CA provided that such improvements are not intended or offered for sale. If however, the building, or improvements are sold within one 95927 year of completion, the owner -builder will have the burden of (530 ) 514-2290 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: AL COCKRELL CONSTRUCTION and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P.O. BOX 1417 ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO CA 95927 Date: Owner: (530) 514-2290 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: License #: 470685 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labbr Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 1139 S.F. (�' I certify that in the performance of the work for which this permit is Valuation: $74,035.00 issued, I shall not employ any persons any manner so as to become subject. to the workers' compensation laws of California, and agree that if I should become subject to the workers' �j Census Code: Lz' v c compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 r/1 / / Q/ Date: ` `/Cn • Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This perm:, Is hereby issued under the applicable provisions of the Butte County Code an /or ResolujIlbV6 to.do work i dicat above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B Date: � Name: PERMIT EXPIRES ON: Address: p O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter the mentioned property for inspection purposes. upon, above Print Name: �L�`1✓/f�.S �N7� -!�/ Z'` Signature: e�p Date: 17-7 7&C0 ❑ Owner ®' Contractor - ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 GARY HAWK1 N ARCHITECT 3045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 Fax (530) 893-0532 garyarch@sbcglobal.net Oct. 17, 2006 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Sue residence 35!New Foster Place Chico, Ca Plan Check No. AP # 040-040-068 The Epoxy bolts were installed as noted in the working drawings. If .you have any questions regarding this.item, please do not hesitate to call this office. 4Sn arl y, Gary Hawkins Architect S, INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type (pkg. heat um Cooling CEC Certified Mfr. # of Name and Model Identical Number Systems Efficiency (AFUE, etc.) zCF-]Rvalue) Duct location attic etc. Duct or Piping R -value Heating Load Btu/lu Heating Capacity tufty �111`2V1 IACR . Cc CPT►'1 _►�o_I/, t FCD. y4 (-��C. (� -�o (9� ou'� id g (o" 0'j- Lit vc,0 v/9 e a4 --z C. .1 C5 8 H 7(l2 <- t3 1 13 S ec:r Z. nkkvc, e-4 4 t Cooling Equipment Equip Type (pkg. heat um CEC Certified Mfr. Name and Model Number # of Identical Systems Efficiency (SEER or EER) —>CF-]Rvalue) Duct Location attic etc. Duct R -value Cooling Load tu/hr(Btu/hr) Cooling Capacity C -� 56��No42K 3 S�c'Q • �- (o Lit vc,0 v/9 e a4 --z C. .1 C5 8 H 7(l2 <- t3 1 13 S ec:r Z. nkkvc, e-4 4 t 1. > symbol reads greater than or equal to what is indicated on the CF -JR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ Ell I, the undersigned, verify that equipment listed above, is:. 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and, 3)equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name Signa Date: 0 Copies' BUILDIN NT, RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE age 4 of 12 CF -6R Site Address Permit Number bs 1. INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COMPLIANCE STATEMENT The building was: ✓ gTested at Final ✓ ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS: 13 Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. 121rispect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts. ✓ ❑ DUCT LEAKAGE REDUCTION Procedures for field verification and diamnostic testinr of air distribution systems are available in RACM, Aaaendix RC4.3 NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM: $(o C f: l - Fan Flow: Calculated (Nominal: ✓ Cooling ✓ ❑ Heating) or ✓ ❑ Measured 2 If Fan Flow is Calculated as 400 cfm/ton x number of tons or as 21.7 cfin/(kBtu/hr) x Heating Cavacitv in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: 1O VC ✓ ✓ 3 Pass if Leakage Percentage < Mfor Final or < 4% at Rough -in without air handle: � 3 7 B'fass ❑ Fail 100 x ine # 1/_(Line # 2 6 ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct 4 System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Chana-Out. Enter Reduction in Leakage for Altered Duct System 6 ine # 4 Minus_(Line # 5 —(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ 8 Entire New Duct System - Pass if Leakage Percentage < 6% for Final. 13 Pass ❑ Fail 100 x Line # 5 / Line # 2)11 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- ✓ ✓ Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x [ (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [100 x L_(Line # 6) / (Line # 4)]] 11 and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail 12 Pass if ealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 pass ❑ Pass ❑ Fail ✓ ❑I, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance credit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing Subcontractor (Co. Name) OR Qeneral Contrador (Co. Name) OR Owner Signature: Date: Copies to: BUILDING D NT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms December 2005 INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R .Site Address ",�. � Permit Number 3 � _ V1 l� ��yt�t �� . OA ✓ G THERMOSTATIC EXPANSION VALVE (TXV) Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix R1. ✓ ✓ Access is provided for inspection. The procedure shall OF consist of visual verification that the TXV is installed on OF ✓ Wes ❑ No the system and installation of the specific equipment ❑ shall be verified. OF Yes is a Eass 1 Pass Fail ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # OF Location OF Outdoor Unit Make OF Outdoor Unit Model OF Cooling Capacity Btu/hr Date of Verification OF Date of Refrigerant Gauge Calibration (must be checked monthly) Date of Thermocouple Calibration (must be checked monthly) Standard Charge Measurement Procedure (outdoor air dry-bulb 55°F and above): Procedures for Determining Refrigerant Charge using the Standard Method are available in RA CM, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temperatures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF Return (evaporator entering) air dry-bulb temperature (Tretum, db) OF Return (evaporator entering) air wet -bulb temperature (Tretum, wb) OF Evaporator saturation temperature (Tevaporator, sat) OF Suction line temperature (Tsuction, db) °F Condenser (entering) air dry-bulb temperature (Tcondenser, db) OF Superheat Charge Method Calculations for Refrigerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat — Target Superheat (System passes if between -5 and +5°F) OF Temperature Split Method Calculations for Adequate Airflow Split Method Calculation is not necessary ifAdeauate Airflow credit is taken Actual Temperature Split = T return, db Tsupply, db 7 Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - 3°F and +3°F or, upon remeasurement, if between -3°F and -100°F O. Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 4 of 12 CF -6R .Site Address b Z Permit Number .36 /i F0 5A, /,/. C �! INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COMPLIANCE STATEMENT The building was: ✓ 2Tested at Final ✓ ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS: 0 Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. 01nspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts. ✓ ❑ DUCT LEAKAGE REDUCTION Procedures for field verification and dfaanosde testinz of air distribution systems are available in RACM, Appendix RC4.3 NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values Sign 1 Enter Tested Leakage Flow in CFM: f $, 5 Fan Flow: Calculated (Nominal-.-,/ Cooling ✓ ❑ Heating) or ✓ ❑ Measured 2 If Fan Flow is Calculated as 400 cfin/ton x number of tons or as 21.7 cfm/(kBtu/hr) x Heating Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: 2 [t>o ✓ ✓ 3 Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle: [i9�ass ❑ Fail 100 x Line # 1 / ine # 2 , 9 Z ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct 4 System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Change -Out. Enter Reduction in Leakage for Altered Duct System 6_(Line # 4 Minus_(Line # 5 —(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ Entire New Duct System - Pass if Leakage Percentage < 6% for Final. ❑ Pass ❑ Fail 11 100 x Line # 5 / Line # 2)11 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- ✓ ✓ Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x �_ (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [100 x L(Line # 6) / (Line # 4)]] ❑ Pass ❑ Fail 11 and Verification by Smoke Test and Visual Inspection 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 ass ❑ Pass ❑ Fail ✓ ❑I, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance credit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing Subcontractor(Co e) OR General Con or (Co. Name) OR Owner ��vlr2 — � Sign Date: Copies to: BUILDING DEPARTME RS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms December 2005 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 8) CF -4R Project Address 35 New Foster Place Chico, Ca. Duct Pressurization Test Results (CFM @ 25 Pa) - Builr or Inst Iler Name AlI Cockell Builder or Installer Contact Enviro-Care Heating & Air Telephone 865-9111 Plan/Permit (Additions or Alterations)Number HERS Rater Bill Story 899-9293 Telephone Sample Grou Number 1301 Fan Flow: Calculated (Nominal: A Cooling Heating) or Measured Compliance Method (Prescriptive), Climate Zone Certifying Signa %,� 10/13/06 Date Sample House Number Firm Story Heating & Air Pass if Leakage Percentage < 6% [ 100 x ( f (Line #-1) / (Line # 2)]] HERS Provider Cheers Street Address: 3060 Silverbell Rd. ALTERATIONS: Duct System and/or HVAC Equipment Change -Out City/State/Zip: Chico, Ca. 95973 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: XX Tested Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as'checked� on this form. The HERS rater must check and verify that the new distribution system is fully ducted and correct tape is used before a CF -4R may be released on every tested building. The HERS rater must not release the CF -4R until a properly completed and signed CF -6R has been received for tf a sample and tested buildings. ,�" 1-71! X The installer has provided'a copy of CF -6R (Installation Certificate). X New ducts arefully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts). X New ductswith cloth backed, rubber adhesive duct talie is installed, mastic and draw bands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections.). MINIMUM REQUIREMENTS FOR DUCT, LEAKAGE REDUCTION COMPLIANCE CREDIT Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3. Duct Diagnostic Leakage Testing Results NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) - Measured Values 1 Enter Tested Leakage Flow in CFM: 1 85.5 2 Fan Flow: Calculated (Nominal: A Cooling Heating) or Measured Enter Total Fan Flow in CFM: 1600 3 Pass if Leakage Percentage < 6% [ 100 x ( f (Line #-1) / (Line # 2)]] 5.34 X Pass Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to 4 Duct System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System 5 for Duct System Alteration and/or Equipment Chane-Out.I - Enter Reduction'in Leakage for Altered Duct System f (Line # 4) Minus (Line # 5)] -- 6 (Only if Applicable) 7 Enter Tested Leakage Flow in CFM io Outside (Only if Applicable) 8 Entire New Duct System - Pass if Leakage Percentage < 6% _, - I 't, - -" _Line Pass Fail 100 x Line # 5 % # 2 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [ 100 x [_(Line # 5) / (Line # 2)]] Pass Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x `_(Line # 7) / (Line # 2)]] Pass Fail Pass if Leakage Reduction Percentage > 60% [ 100 x L(Line # 6) / (Line # 4)]] 11 and Verification by Smoke Test and Visual Inspection Pass Fail Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection Pass Fail Pass if One of Lines # 9 through # 12 pass I Pass Fail Residential Compliance Forms December 2005 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 3 of 8) CF -4R Project Address 35 New Foster Place Chico, Ca. Location Builder Name Al Cockell Builder Contact Enviro-Care Heating & Air Telephone 865-9111 Plan Number HERS Rater Bill Story 899-9293 Telephone Sam le Grou Number 1301 Date of Verification Compliance Method esc ' tive Date of Refiigerani Gauge Calibration Climate Zone Certifying Signature ate Sample House Number Firm Story Heating & Air HERS Provider Cheers Street Address: 3060 Silverbell Rd. insiallation of the s ecific equipment shall be verified. City/State/Zip: Chico, Ca. 95973 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: X Tested Approved asp of sample testing, but was not tested As the HERS rater providing diagnostic testing arid'field verification; I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form X The installer has provided a copy of CF -6R (Installation Certificate).] X THERMOSTATIC EXPANSION VALVE (TXV)�` Procedures for field verification o'f thermostatic expansion valves -are available in RAC_ M, ,Appendix RI. REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Chara for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location ' Outdoor Unit Make f. ' Outdoor Unit Model Cooling Capacity Access is provided for inspection. The procedure shall consist of Date of Verification 3 Date of Refiigerani Gauge Calibration X Yes No visual verification that the TXV is installed on the system_ and X (must be -checked monthly)' insiallation of the s ecific equipment shall be verified. Yes is a pass Pass Fail REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Chara for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location ' Outdoor Unit Make f. ' Outdoor Unit Model Cooling Capacity , Btu/hr Date of Verification 3 Date of Refiigerani Gauge Calibration (must be checked monthly) ( ! Date of Thermocouple Calibration_. (must be -checked monthly)' Standard Charge -Measurement (outdoor air dry-bulb 55 OF and aboveZ� .I I Note: The system should be installed and charged in accordance'with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is below 55 °F rater shall use the Alternative Charge Measure Procedure Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2. Yes No A copy of CF -6R (Installation Certificate) has been provided with refrigerant charge measurement documented. Residential Compliance Forms April 2005 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 8) CF -4R Project Address 35 New Foster Place Chico, Ca. Measured Builder or I s Iler Name AI Coc�Ce�� Builder or Installer Contact Enviro-Care Heating & Air Telephone 865-9111 Plan/Permit (Additions or Alterations)Number HERS Rater Bill Story 899-9293 Telephone Sample Group Number 1302 Compliance Method (Prescriptive) ALTERATIONS: Duct System and/or HVAC Equipment Change -Out rj Climate Zone Certifying Signatornk—A- / 10/13/06 Date Sample House Number 03 Firm Story Heating & Air 61 4 HERS Provider Cheers Street Address: 3060 Silverbell Rd. City/State/Zip: Chico, Ca. 95973 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: Tested XX Approved as.part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as'checked.� on this form. The HERS rater must check and verify that the new distribution system is fully ducted and correct tape is used before a CF -4R may.be released on every tested building. The HERS rater must not release the CF4R until a properly completed and signed CF -6R has been received for the sample and tested buildings. -"`� The installer has provided'a copy of CF -6R (Installation Certificate) New ducts arefully ducted (i.e.,' does not use builaing"cavities as plenums or platform returns in lieu of ducts). New ductswith cloth backed, rubber adhesive duct tape is installed, mastic and draw.bands are used in combination with cloth backed, rubber adhesive'duct tape to seal leaks at duct connections.). MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3. Duct Diagnostic Leakage Testing Results. NEW CONSTRUCTION: 4t, `�, Y _. 2 Duct Pressurization Test Results (CFM @ 25 Pa) �__ r`^. Measured �� Values 1 Enter Tested Leakage Flow in CFM: Pass Fail 2 Fan Flow: Calculated (Nominal:_* Cooling Heating) or ' Measured Enter Total Fan Flow in CFM: 3 Pass if Leakage Percentage < 6% [ 100 x [ i I (Line el) / (Line # 2)]] Pass Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out rj Enter Tested Leakage Flow in CFM from CF=6R: Pre -Test of Existing Duct System Prior to 4 Duct System Alteration and/or Equipment Change -Out. 5 Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System • x for Duct System Alteration and/or E ui ment Change -Out. ~ Enter Reduction'in Leakage for Altered Duct System [ i (Line # 4) Minus I' (Line # 5)] r -� 6 (Only if Applicable) j 1L--- 7 Enter Tested Leakage Flow, in CFM io Outside (Only if Applicable) Entire New Duct System'- Pass if Leakage Percentage 6% 8 100 x Lirie # 5/ Line'# 2 j I I Pass Fail TEST OR VERIFICATION STANDARDS:'For Altered Duct System and/or HVAC Equipment Change -Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x L_(Line # 5) / (Line # 2)1] Pass Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x [(Line # 7) / (Line # 2)]] Pass Fail Pass if Leakage Reduction Percentage > 60% [100 x [__(Line # 6) / (Line # 4)]] 11 and Verification b Smoke Test and Visual Inspection Pass Fail Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection Pass Fail Pass if One of Lines # 9 through # 12 pass Pass Fail Residential Compliance Forms December 2005 IN§i LATION CERTIFICATE Job Number: 8536 AL COCKRELL Contractor/Owner Name BUTTE County DESCRIPTION OF INSTALLATION 1. ROOF Subdivision Name 35 NEW FOSTER PL., CHICO CA Job Address (street, cite, state) Lot Number Material: I I Brand Name: 1 Thickness (inches): I I Thermal Resistance (R -Value): I '2.' CEILING Batt or Blanket Type:1 Fiberglass Brand Name: I Knauf . 77 Thickness (inches):1 12 1 Thermal Resistance (R -Value): 1 38 1 _Loose Fill Type:,j I Brand Name: I. 1 Minimum Installed Weight/ft I I lb - Minimum Thickness: I 1 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 1 1' 3. EXTERIOR WALL Frame Type: I A...Cavih, Insulation ' Material: I Fiberglass Brand Name: I Knauf Thickness (inches):1 31/2 I Thermal Resistance (R -Value): 1. 13 1 -B Exterior Foam Sheathing Material: �� - .Brand Name: Thickness (inches): I 1 Thermal Resistance (R -Value):: 1 4. RAISED FLOOR . Material: I I Brand Name: Thickness (inches): I I Thermal Resistance (R -Value): I 5. SLAB FLOORMERIMETER Material: I '� Thickness (inches): I I Perimeter Insulation Depth Inches:: I 6. FOUNDATION WALL Material: i Thickness (inches): I I Brand Name: Thermal Resistance (R -Value):' 1 Brand Name: Thermal Resistance (R -Value): I DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efjicciency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2&3 �_ A� Chico Insulation & Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner INSULATION CERTIFICATE Job Number: 8536 AL COCKRELL 35 NEW FOSTER PL., CHICO CA Contractor/Owner Name Job Address (street, cith,, state) BUTTE County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material: Thickness (inches): 2. CEILING Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type: Fiberglass Brand Name: Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Brand Name: Minimum Installed Weight/ft lb Minimum Thickness: inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Thickness (inches): 31/2 B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth Inches: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: Knauf Thermal Resistance (R -Value): 13 Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Ejfciency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. NI #"�l 2&3 ( U _Chico Insulation &Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner CL# 792349 November fid" 2wo Dear Customer, We are in the process of updating our customer files. Our records show that we do not have a current credit application on file for your company. Please fill out the enclosed Credit Application along with the Customer Information sheet and mail or fax to the address/number listed below. We appreciate your business and thank you in advance for taking the time to feel these necessary forms out and getting them back to us at your earliest convenience! Sincerely, Crystal Kowalkowski Chico Insulation & Fireplaces Off ice Manager. Enclosures (2) P.O. Box 6250 • Chico, California 95927-6250 • (530) 894-5067 • Fax (530) 894-2475 ,f i , Butte County Department of Development Services TIM SNELUNGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR REQUEST TO USE PEX WATER PIPE Building Division approval required prior to the installation of PEX water pipe Permit Number: 674 -��i� � A.P.N.y49 ",'l -'6U3 Date:/,� -/ Property Address: 1�'57wz iJG City Zip PEX Manufacturer:Manufacturer's Phone Number:ac,�7�11-�j�� 7'y? h, ' _&V f_srt L.mc. - Installer's Name: Pno1C "Z QAv- ?LLZ iu%_'5t10 L Installer's Phone Number: LrvS SUE i 5z fnLO r s Signature ontractors Signature request approval to use PEX water pipe at the above address. /// he /-,. Date J1� -6 Co 5psSi406!�I Date License Number Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative under the following conditions and requirements: I 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing. and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listing/s and installation instructions. 3. A copy of the installation instructions must be made available to the field inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separ r firewall). Approved by: Date: Administrative Authority Distribution - Building, File — Property Owner - Contractor BM'fE 7 County Center Drive coum Oroville, CA 95965 (530) 538-7601 Telephone NOV �.2 2('•:'� (530) 538-7785 Facsimile www.buttecounty.netldds DEOPMENI SIXVICES REQUEST TO USE PEX WATER PIPE Building Division approval required prior to the installation of PEX water pipe Permit Number: 674 -��i� � A.P.N.y49 ",'l -'6U3 Date:/,� -/ Property Address: 1�'57wz iJG City Zip PEX Manufacturer:Manufacturer's Phone Number:ac,�7�11-�j�� 7'y? h, ' _&V f_srt L.mc. - Installer's Name: Pno1C "Z QAv- ?LLZ iu%_'5t10 L Installer's Phone Number: LrvS SUE i 5z fnLO r s Signature ontractors Signature request approval to use PEX water pipe at the above address. /// he /-,. Date J1� -6 Co 5psSi406!�I Date License Number Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative under the following conditions and requirements: I 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing. and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listing/s and installation instructions. 3. A copy of the installation instructions must be made available to the field inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separ r firewall). Approved by: Date: Administrative Authority Distribution - Building, File — Property Owner - Contractor fT;>r F ;Certified REHRU , "Plumbing Installer Curt Robicheau I Certification #CA 0311 1251 i -.,"Ihas successfully completed the REHAU RAUPEX® Plumbing Systems Installer Certification Program. �1 �� ` 'iA �rketrn,g Goordmator — Heating.4 Plumbing Group g • I fT;>r F ;Certified REHRU , "Plumbing Installer Curt Robicheau I Certification #CA 0311 1251 i -.,"Ihas successfully completed the REHAU RAUPEX® Plumbing Systems Installer Certification Program. �1 �� ` 'iA �rketrn,g Goordmator — Heating.4 Plumbing Group REPORTTM ICC Evaluation Service, Inc. www.icc-es.org DIVISION: 15—MECHANICAL Section: 15140—Domestic Water Piping Section: 15180—Heating and Cooling Piping REPORT HOLDER: REHAU INCORPORATED 1501 EDWARDS FERRY ROAD LEESBURG, VIRGINIA 20176 www.rehau-na.com EVALUATION SUBJECT: ESR -1576 Issued June 1, 2005 This report is subject to re-examination in one year. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office • 900 Montclair Road, Suite A Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 REHAU RAUPEX, UV -SHIELD AND OZ BARRIER TUBE AN D FITTINGS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Plumbing Code® (IPC) ■ 2003 International Residential Code® (IRC) ■ 2003 International Mechanical Code® (IMC) ■ 1997 ICBO Uniform Mechanical Code (ICBO UMC) ■ 1997 Standard Plumbing Code° (SPC) ■ 2003 IAPMO Uniform Plumbing CodeTm (IAPMO UPC)' ■ 2003 IAPMO Uniform Mechanical CodeTm (IAPMO UMC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component—health effects 2.0 USES REHAU RAUPEX, UV -Shield, and OZ Barrier cross-linked polyethylene (PEX) tubing and fittings are used in radiant heating systems and potable hot- and cold -water distribution systems, and for water service. 3.0 DESCRIPTION 3.1 Tubing: REHAU tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 14 and 61 as well as ASTM F 876 and ASTM F 877. RAUPEX tube is white. 02 Barrier is similarto RAUPEX but has an added red -colored oxygen barrier coating. RAUPEX UV SHIELD is similar to RAUPEX but has an added red- or blue -colored polyethylene coating. The tube is available in'/e ,'/Z , 5/8_, 3 /4-1 1-, 11/4-1 11/2- and '/Zand 2 -inch (10, 13, 16, 19, 25, 32, 38 and 51 mm) nominal diameter sizes, and in coils 100, 300, 500 and 1000 feet (30.4, 91.4, 152.4 and 304.8 m) long, or in straight lengths 20 feet (6.2 m) long. REHAU tube and fitting products are pressure -rated for 100 psi (689 kPa) at 180OF (820C), and 160 psi (1100 kPa) at 73aF (231C), for a standard dimension ratio of 9. Standard dimension ratio is the ratio of outside diameter to wall thickness and is constant for all REHAU tube sizes. 3.2 Fittings: Two REHAU brass compression fitting types are utilized: compression sleeve fittings and compression nut fittings. The permanent compression sleeve fittings, identified as EVERLOC, are used to join tubes for couplings, elbows, tees and adapters, and consist of fittings and sleeves. The compression sleeve fitting requires proprietary equipment for installation. Compression nut fittings are used for adapters and to connect tubing to manifolds, and consist of an insert, a split brass compression ring and a compression nut. When used with RAUPEX tubing and when installed in accordance with this report, the REHAU compression fittings described above comply with ASTM F 877. 4.0 INSTALLATION 4.1 General: REHAU tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions, the applicable codes and this report. Where differences exist, the instructions in this report shall govern. 4.2 Water Service: The tubing should be installed underground in a manner that ensures external loads will not cause a decrease in the vertical dimension of the cross section exceeding five percent. Tubing shall be installed to provide an allowance for contraction of the line due to temperature change prior to backfilling. In areas with poor soil conditions (plastic clays), the trench bottom shall be prepared using granular material to provide a stable base. Potable water service tubing shall not be located in, under or above cesspools, septic tanks, septic tank drainage fields or pits. 4.3 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In areas using the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.4 Radiant Heating Systems: The installation shall comply with applicable chapters in the referenced mechanical codes and the manufacturer's published installation instructions. Details of the design and installation of the radiant heating system shall be submitted to the code official for approval. All circuits shall be formed from continuous lengths of tubing, from manifold supply to return. No splices are allowed. The system may be installed in either concrete or wood floors. When the system is Ifs REPORTS— are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 waa Mvearanu.n mown wxnaura Page 1 of 3 Page 2 of 3 ESR -1576 embedded in concrete floors, a moisture barrier shall be laid . over a concrete base slab a minimum of 3'/2 inches (38 mm) thick. Underfloor insulation and reinforcing mesh shall then be placed on the slab. The tubing shall be uncoiled and attached to the mesh using soft steel wire. A concrete topping is then laid over the tubing. When embedment is in concrete, installation, including minimum concrete cover, shall comply with IBC Section 1906.3 or UBC Section 1906.3, as applicable. When the tubing is installed over polystyrene boards, the boards shall comply with Section 2603 of the IBC or Section 2602 of the UBC. Typical installations are illustrated in Figures 1 and 2. 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 International Fuel Gas Code®, Section M1306 of the IRC or Section 805.3 of the IAPMO UMC, as applicable. 5.7 The minimum cold bending radius is six times the outside tube diameter for cold -bent tube and three times the outside diameter for hot -bent tube. The outside diameter is the nominal diameter plus'/8 inch (3.2 mm). 5.8 The use of the tubing in hydronic systems shall be limited to applications using potable water as the transfer fluid. Mounting brackets and installation hardware are provided 5.9 by the manufacturer. Horizontally laid pipe shall be secured in such a way that temperature -induced expansion and contraction are accommodated. 4.5 Inspection: 4.5.1 Water Distribution and Water Service Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC and Section 103.5 of the IAPMO UPC. 4.5.2 Radiant Heat Piping: The tubing shall be pressure - tested for leaks before installation of covering, as noted in Section 1208 of the IMC, Section 1207 of the IAPMO UMC, Section 1208 of the ICBO UMC or Section M2103.3 of the IRC, as applicable. The leak test shall be witnessed by the code official or the code official's designated representative. 5.0 CONDITIONS OF USE The REHAU RAUPEX, UV -Shield and OZ Barrier tube and fitting systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Tube and fitting systems shall be manufactured, identified and installed in accordance with this report, the applicable code and the manufacturer's published installation instructions. Tube and fittings shall be installed by REHAU trained installers. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report shall govern if there are any conflicts between the manufacturer's instructions and this report. 5.2 When installation is in fire -resistance -rated assemblies, evidence of compliance with IBC Section 712 (penetrations), UBC Section 709 (walls and partitions) and UBC Section 710 (floor/ceiling or roof/ceiling), as applicable, shall be provided to the code official for approval. 5.3 REHAU tubing and fittings shall be protected from exposure to direct sunlight. Tubing and fittings shall be protected from physical damage with an oversized flexible corrugated sleeve at structural mass penetrations and when the tube is uncovered. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. 5.4 During placement of cover over the tubing, the tube shall be maintained at the greater of 11/2 times the working pressure or 100 psi (689.4 kPa). 5.5 Each installation shall be pressure -tested for leaks in the presence of the code official or the code official's designated representative. The tubing is manufactured by REHAU in Viechtach, Germany, and in Cullman, Alabama. The fittings are manufactured for REHAU in Roncadelle, Italy; Weyers Cave, Virginia; Frankfort, Illinois; and Marshall, Michigan, under a quality control program with inspections by NSF International (AA -633). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for PEX, PB, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Distribution Systems (AC 122), dated April 2002. 6.2 Product information and installation instructions. 6.3 Quality control manuals. 7.0 IDENTIFICATION 7.1 Tubing: The tubing is marked every 3 feet (914 mm) with the following: ■ REHAU company name ■ Product designation (REHAU RAUPEX, RAUPEX UV - Shield or RAUPEX OZ BARRIER) ■ Nominal tube size ■ Material designation (PEX) ■ Potable water designation (PW) ■ Standard dimension ratio (SDR9) ■ Temperature and pressure ratings ■ ASTM F 876 / F 877 designation ■ Production code ■ The name of the inspection agency (NSF International) ■ The evaluation report number (ESR -1576) 7.2 Fittings: REHAU fittings are marked with the following: ■ REHAU name ■ Nominal diameter ■ Potable water marking (PW) ■ Letter designation of fitting manufacturer ■ Logo of the inspection agency (NSF International) 'Uniform Plumbing Code T"' and Uniform Mechanical Code TTM are trademarked publications of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. Page 3 of 3 t REMAU RAU-PEX TLOW 2 REHAU T(A*G apS I PGLFED UCER7.AYWHT < II4CIEW10M PISU ATOO S CGNOWTE SLAB A WRE MESH t REHAU RAU-PEX now 2 REHAU TUBA STATS 3 PARED LNXRLAYTENT 9. SLWLGDR S. FLOW J04TS d. t6LlATx)V FIGURE 1—TYPICAL CONCRETE FLOOR INSTALLATION Union nut i. COMPRESSION NUT FITTING Support liner RAUPEX tube Clamping ring Adapter union Compression sleeve ' Pioe all support liner of fitting FIGURE 2—REHAU FITTINGS EVERLOC COMPRESSION SLEEVE FITTING ESR -1576 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 I Site Address: 35 NEW FOSTER PL Owner: Permit No: B07-1302 APN: 040-640-003 SUE, LESLIE Permit type: MISCELLANEOUS 35 NEW FOSTER PLACE Issued Date: 08/13/2007 By KEJ Subtype: Private Garage/Shop CHICO, CA 95928 Expiration Date: 08/12/2008 Description: DETACHED GARAGE 900' (530) 891-4383 Occupancy: Zoning: Contractor Applicant: Square Footage: COCKRELL AL CONSTRUCTION COCKRELL AL CONSTRUCT Building Garage Remdl/Addn P O BOX 1417 P O BOX 1417 900 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530)514-2290 (530)514-2290 onn FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBMSC Garage/Shop/Strge Wood F $350.34 DBSMIP Residential $2.16 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires COCKRELL AL CONSTRUCTIO 470685 / B / 03/31/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X xQ e 08/13/2007 Signature Date I . WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Dale: (This section need not be completed if the permit is for one�hundre dollars ($100) or ess. 0/1CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X /v' (T 08/13/2007 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements'. are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this IX 08/13/2007 Owners Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the progarty ownqrakaln au)bertted to actoh tttle property owner's behalf. ❑ Owner contractor OR ElAgent for Owner ❑Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIlVE OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY----- OWNER LEARLY** OWNER INFORMATION Last Name f, `� First Namwk r Mailing Addrresss�?c- /V City Stat �A v/ zip�r Phone E-mail Fax E-mail CONTRACTOR Name&mloxS 4 cf2 c2G .- �� �- Address / / /--:- lw City Sta(l Zip';&7,2,3 Phone���/ Fax E-mail Lic. # �/iyll -c Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip 9V7 City Fax State Zip Phone Fax E-mail Open Cov State License Number APPLICANT INFORMATION Name &)\^11,3 Address g�l S� City Statee4 Zip 9V7 Phone fly -O Fax E-mail APPLICANT SIGNATURE I PROJECT LOCATION Property Address��� City PERMIT NO. aj'1- (W BIN it . WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Zoning 4*1 SRA I Yes No Occ. Type Const. i Sq FT- Living Garage Open Cov ❑Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): !✓`� q • For office use onl Zoning Flood Zone SRA I Yes No Occ. Type Const. i Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. D Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1302 Location: 35 NEW FOSTER PL Parcel Number: 040-640-003 Date: 6/13/2007 Owner Name: SUE, LESLIE Phone: (530) 891-4383 Description: DETACHED GARAGE 900' Signature of Property Owner: FILE Date: 6/13/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1302 Date: /13/2007 Location: 35 NEW FOSTER PL By: GLB Parcel Number: 040-640-003 Su ype: Private Garage/Shop Owner Name: SUE, LESLIE hone: (530) 891-4383 Description: DETACHED GARAGE 900' The above permit application has the following Clearances required prior to pe issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit applic ion. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533- 00 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 95-4711 PARKS & RECREATIUN DISTRICTS Chico Area Recreation District, 545 Vallombrosa, ico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Mid ay, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyw , Paradise CA 95969 - (530) 872-6393 Biggs Unified School District, 300 B treet, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 11 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School Distri , 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 agnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Distri , 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary S ool District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union Hig , 2211 Washington Ave Oroville CA 95966 - (530) 538-2300 Ext:105 I Paradise Unifie chooi District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded co y of Agricultural Acknowledgment Statement- See Attached Instructions City of Bi gs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: ❑ vtner: Signature of Property Owner: lPj FILE Date: 6/13/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds �rard'�y trc wa National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1302 Location: 35 NEW FOSTER PL Parcel Number: 040-640-003 Owner Name: SUE, LESLIE Description: DETACHED GARAGE 900' Date: 6/13/2007 By: GLB Sub Type: Private Garage/Shop Phone: (530)891-4383 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 4� Title:p��C�'2 FILE Date: 6/13/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1302 Job Address: 35 NEW FOSTER PL Contractor: COCKRELL AL CONSTRUCTION P O BOX 1417 CHICO, CA 95927 Fee Description Account Number Fee Amount Printed: 6/13/2007 2:21 pm Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 6/13/2007 $75.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 6/13/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $2.16 Printed By: Gwyn Benedict 661.76 $309.26 Balance Due: $352.50 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the an checking process. Signature: 2Date: 6/13/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061560 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/28/2006 APN: 040-640-003-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.Site license Class : 4& License Number: 0 Address: 35 NEW FOSTER PL CHI Map Index: Date���_X96WContractor.`�.� Description: SF ADDITION (1139 SQ. FT.) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SUE LESLIE & ROBERTA L permit to construct, alter, improve, demolish, or repair any structure, prior 35 NEW FOSTER PLACE to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928-8233 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is notAL Applicant: COCKRELL CONSTRUCTION intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does P.O. BOX 1417 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for CHICO CA sale. If however, the building, or improvements are sold within one 95927 year of completion, the owner -builder will have the burden of (530 ) 514-2290 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: AL COCKRELL CONSTRUCTION and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P.O. BOX 1417 ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO CA 95927 Date: Owner: (530) 514-2290 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 470685 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labor Code, for the performance of Engineer: g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1139 S.F. Policy #: ®' I certify that in the performance of the work for which this permit is Valuation: $74,035.00 issued, I shall not employ any persons any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 (/f � � � �/ Date: • [ UUU Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Butte County Code an for Resolu O todo work i dicat above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 6 Name: B : Date: C� PERMIT EXPIRES ON: Address: R p ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon, the mentioned property for inspection purposes. above Print Name/��L�`%✓/��•S��/�%iN Signature: l/ -"CO-45z. Date: /D ❑ Owner 2"Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 9 C12. 2 r7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2534 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TWE OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY* OWNER INFORMATION Last Name211 First Name�� Address 3-5— City�� State.4 Zip9 0? Phone 89 S Fax E-mail CONTRACTOR Name &WAll f Address 1!5D 1&;X 1y1, City (fll State Zip%aZ Phone �y3 36g� Fax E-mail lac. #,Zr/ Class,6 11� ARCHITECT/ENGINEER Name �y Address 3:51s'� City State /ra Zip Phone Fax 5-3,. E it State Licens b APPLICANT INFORMATION Name �D G Address /�O^x 2 City State Zip��a� Phone 3y3 34W Fax E-mail APPLICANT SIGNATURE X D-� ,4.. For office use only: Zoning Flood Zone SRA I Yes Occ. Type Const. Subdivision game Map Book Paget/ Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN NA PROJECT LOCATION. AP# Property Address City Cross Street S�� Z-�7Gri9v r WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. e crlptlon or Scope of worK: � �n Sq FT- Livin,I q arage Open Cov s ❑ Structu Built wit out Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by—fr-,- (i`Aml 1519 " ( Bldg 11 Receipt #: '115v q U / vor(61q Sheriff SMIP Date:/Other (p " '666 � / Total SUBMITTAL &PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑.. , 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all -in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional'plan review upon receipt of the following items.) ❑ 1. Agricultural. Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). t ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verificatio6 (if required). ❑ 9. Letter of Signature authorization (if required). t ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew -action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 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 SUE LES APN No: 040-640-003 Permit Type:F-----7:-]Subtype: App Date: 4/21/2006 Permit No: BP 06-1560 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,292.27 Plan Check portion of Permit Fee $516.91 $775.36 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $516.91 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $516.91 455989 4/21/06 Tammie FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $782.76 4 Balance of Building Permit Fees (from No. 1 above) RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 7 Other*: 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 7a Other*: PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* Chico Unified School District 062 1W 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling MH Applications After 04/15/06 MFD x County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan SR -1, SR -3, SR-1/PD 1 8801.091 7395.041 8486.40 R-1 8897.09 7491.04 8582.40 � R-2 1 8390.091 6984.041 8075.40 $775.36 $7.40 F 9 10 10a 11 11a R-3 1 7604.091 6198.041 7289.40 RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* 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 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 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 ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* Chico Unified School District 062 1W I Chico W 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: Date: Pursuant to Government code Section 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 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOfar/ 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ]] ASSESSOR PARCEL NUMBER / ?S Proposed Building Use: Gtr lC TO SS, Permit Technician: i' Date: C6- „� 2S Items required in order to apply for a permIC 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. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du li e. ❑ 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 fining items needed to issue the permit. (May require 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 4 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... •• • -. . 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .....................:...:..::" Ar 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑� 22. California Department of Forestry plan approval ❑ paid. Sent by: 23. Planning approval for (A) Use: Q(B) Parking: (C) Parcel Ched :... Y...... 06 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. J 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .... :..................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization....'................................................................ ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. ,, n . e1 II When issued Telephone ��'Y-92 , 0 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant 159jG.� GDate: aY� 1. Index permit application for the above items numbered: Plan Check Letter dional items required Contrac , esigner, owner, was advised of the above data by _ phone, ❑ mail, ❑ counter, by Date: E -2 -9 -OCA or, designer, owner, was advised of the above data by ❑ phone,. ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w dvised of the abo a dat by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Plot Plan Attactmel — EA -IL �Oy Floor Plan Attadied Sent to BDIDS TO: Building Division - Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance ss-,-,*Aj-�/C��-��p Owner Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public Private Well Hold final for: Final clearance O.K. for: NOTE: )z zz�; Environme'nfa-I HeaMSpecialist D/ale Building Clearance 9/2005 EP P•¢TMENT OA, Department ®f Public Works ON C o u n t y o f B u t t e O 0 7 County Center Drive 0 Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 vetrc woR``. Shawn H. O'Brien, Assistant Director Assessors Parcel Number: ()Yo -b yG- 0o3 Building permit # Owners Name: GR.S �^ Owners Mailing Address: Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road [] Existing driveway conforms to County S-31 standard R Other Approved by Printed Name Title a LO e; Date Z CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. An existing home with only minor remodeling or repairs. PSTMENr o� " �0 T TF 0 0 1 0 o Al 9 tic WOP� Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [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: ��✓��>T>� Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Butte CounlyDepartmei2t o 'Developznei2t Sel-vices 7 County Center Drive Oroville, CA 95965 o ..a •- o (530) 538-7601 Telephone (530) 538-7785 Facsimile 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. I hereby acknowledge: 0 1 need to 'submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained 9 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 r uire 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: Applicant Name: /'C�'�✓/J /�u9� �' �� 2G 2� APN: (�'i�U� b Building site address: 5'irY�'a✓ -�SiL 11K�Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM TkA OU -22Z (One form per Building) School District t l(� (� Ini iPt� 5c K -A IlArir V., Building Departm No. _f A.P. Numberl l\ 1 -lnL-1` Jurisdiction: T:° City''` ' " County Property Owner Property Location/Address .� e�„ Al rice Ohm; C 9n Q Q� Subdivision Lot No. ...................................................................................... 11 Residential Development Q Q Q Sq. Footage 13 No of Living Mobile Home�4dditio, 'Supplemental to (Group_ R) Units Installation Con erslon Permit # '(No foundation inspection) ........................................... w..-( T... �. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 New Additinn Sq. Footage (Including Exterior Q n Roofed Areas) ()\1 OV) Date District Identification No. School District certifies that (Applicant) (Street Address) (City) - , (State) has complied with the requirements of Resolution No. -representing' 'square feet. ' (- B 2926 — ,,, I UITMATMN School District Representative - Paid by Check # Remarks: (Phone Number) (Zip Code) by.payment of $ dam $ Date kNoBa: You may protest the Imposition of the fees Identified above by submkdng a written protest to the Dhftrtet, In compliance with :Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protist wtil prohibit fyou from challenging the Imposition of the fees In any court action. C'l N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form the School District Is nodfled by the applicable Local Planning Agency that this project is being revlerired under the California Environmental Cxuk ty Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Nrlpaet on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeformids (3105W= 3045 Ceres Avenue, Suite 135 Chico, CA 95973. (530) 892-2700 GARY HAWKINS Fax (530) 893-0532 ARCHITECT garyarch@sbcglobal.net June.12, 2006 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Dr Leslie Sue 35 New Foster Place Chico, Ca. Plan Check No. AP # I have reviewed the truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. while these documents have been reviewed to -verify compliance with structural criteria, It shall be noted that the verification of.exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not hesitate to call this office. 4S' rely, ary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 GARY HAWKINS Fax (530)893-0532 ARCHITECT garyarch@sbcglobal.net Aug. 25, 2006 Butte County Building Division. 7 County Center Drive Oroville, Ca..95965-3397 RE: Sue Residence Addition 35 New. Foster Place Chico, Ca. Plan Check No. AP # 040-040-068 Summary of itemized corrections: 1_._ See floor plan° and foundation plan for revisions at interior load bearing point of the girder truss. If you have any questions regarding this item, please do not hesitate to call this office. i cer ly, Hawkins. Architect NOTES RESIDENTIAL PERMIT NO. 040-040-068 00-2408 POLLAK, DAVID & DARCY 35 NEW FOSTER PLACE, CHICO CONTR: CARE FREE POOLS NEW POOL t - i f r � - SPECIAL CONDITIONS ` CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER -r i L JOB FINALED (D -17 C Signature ,% = OK - 0 = Not OK - = Not Applicable . MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-TYDe-Installation Cert. 10. Exits; Insp.-Sketch 11. Cent. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses _ 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Se backs -Easements FIs; Compaction -Structure Stability WO'Pool Structure; Steel -Connections -Thickness De en -Lining Caelflec.; Receptacles and Lighting, Distance-GFI c.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7 Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8//Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. /Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 4-41rumb.; Cir. Test -Water Supply Test Li�1ghtt'Niche Date V Card B-1 d< Date Card B-1 Date Card B-!:::72Z/Date Card B-1 LE nh. Juw 0 I�Ovvfs V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation jingle & Duplex) 16. Insulation FRAMING (Continued) 46. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing 19. D.W.V.; Test Fittings & Anchor -Nail Protection Property Line Firewall & Openings 20. Shower Pan; Test, First Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 21. Test Tub & Shower, Second Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 22. Gas Pipe; Sixe & Anchors Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 23. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 24. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 25. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI FINAL (Plans) OK except #'s 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Ext. Steps -Door & Sidelight Protection -Landings 31. Service -Riser Conductors & Ground Main Disconnect Smoke Detector 32. Equip. Clearances Panels-Motors-Mech. Equip. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 33. Clothes Closet Light -Shower Light -Spa Light Bedroom Exiting 34. Smoke Detector G.F.I. & Bath Fixtures & Tub Access -Spa 68. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 35. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 36. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 37. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet A.C. Duct in Garage -Damper 39. Attic Access & Platform if Furnace in Attic Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 40. Sits Proper Materials & Anchors Clearance Looked under Floor E) Yes 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Following Instld./Drive :) Yes ] No/Walks J Yes ' No/Planters Yes J No 42. Bearing Walls over Girders & Floor Nailing Stucco Brown -Finish 43. Draft Stop in Walls (rat proof) A.C. Unit Disconnect, Electrical -Plumbing 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor E) Yes 82. Following Instld./Drive :) Yes ] No/Walks J Yes ' No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �- .v. .a, '�..+.,. tea:. N.-.�. • T'�'r'+�O,:A , •+-.--x .. �. .r „•... .. .-w+M{+�,..-n,r... _..- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 06ounty Center,Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT ..•NO. (Rev. 12/96) APPLICATION AND PERMIT 'l ASSESSOR PARCEL NUMBER 040-040-065 ZONING BUILDING PERMIT OWNER POL LAI{ DAVID R DARCY TELEPHONE 343-8565 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS .35 NEW FOSTER PLACE CHICO CA CONTRACTOR'S NAME CARE FREE PO TELEPHONE [ 2-1,r,3 342_1A CONTRACTORS OM 9°RALYSSU�iSMCO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ (1(1(a nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 15,011 BUILDINGADDRESS 35 NEW FOSTER LA Energy Plan Checking Fee $ $ PERMIT FEE $ i5n_w IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Q( Other POOL SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1y � Each gas water heater or vent 15.00 TYPE OF WORK New QOAddRion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL 502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S �• ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSIN° 9 License Class 10S "6Lic. No. (f MS OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Qawl'have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier _/ m se -0 9-0 Main Service TO 1000A 46.00so NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNs. ( a ACC. BLDs. 3.5QFT: CT NOII q�Ip. MULTI-OBRANCH UTLET 97.50 8R A OWELEPPARATus OUTLET CIR. 1.00 Ex. Occup. OUTLET OR FIXTURES SAL @ I,W PP FOXED ALNS. OR Ex. Occup. ourLErs RESID. EA 5.06 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PWL 1 130.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number /G 7eJC)/ 9sr## r'2OG (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. iJ X -Date /0 Signature of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction/f,, of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 345,04 HAZ. D FEES ' IMP FLOOD X � PACEL p0 HOT X ISLE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By �F/,fA!IP (� PERMIT EXPIRES ONT.D.S.-B.D. ! Date rReceiptNo. �0 �-`� C1 /�343•UU CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT F y i l I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street f Chico, CA f (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PO(lAk OWNER PERMIT NO. A.routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. /l (� t,..{ Iii O_A' z t r4,�111r, . ,I . Lie 10111(t---- � Jf Aew,4rv,9-eo9,o,4. )r-e--e— L-4 i'll 41- ol-116 '- ( 11(t---- I/f 4 60 j 0./ 0, ldl a S t C -,4 -,Ivo" ZC Date (r]'4- Inspector REV 10/92 DAVID AND DARCY POLLAK 35 NEW FOSTER PLACE CHICO, CA 95928 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Re: Building Permit #. 00-2408 ,Expiration Date: 10/10/01 A.P. # 040-040-058 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ X] Permit work started, but not completed. Permit may be renewed for '/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHTC O office. Thank.you for your prompt attention concerning this matter. YgVrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: CARE FREE POOLS, #9 ALYSSUM WAY, CHICO,_CA 95928 Chico Office - 411 Main Street, Chico / 891-2751 DAVID AND DARCY POLLAK 35 NEW FOSTER PLACE CHICO, CA 95928 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-2408 Expiration Date: 10/10/01 A.P.# 040=040-058 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 'h the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for'an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form -and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection canbe made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the 04TC0 office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: CARE FREE POOLS, #9 ALYSSUM WAY, CHICO, CA 95928 Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541®a PERM No• (Rev. 12/96) APPLICATION AND PERMIT A� ASSESSOR PARCEL NUMBER 040-040-058 ZONING BUILDING PERMIT OWNER POLLAY DAVID & D RC343-8565— TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 22-,000.00 OWNERS WNG ADDRESS 3 NEW FOSTER PLACE CHICO CA CONTRACTOR'S NAME CARE, FRF" TELEPHONE 1342-4639 CONTRACTORS SS LYSSUM CHTCO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MaUNG ADDRESS Total Valuation $22.000.00 ARCHITECT OR ENGINEER LICENSE NO. FIIin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 35 NEW FOSTER PIACE CHIC.0 Energy Plan Checking Fee $ $ PERMIT FEE $ 960-00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 0,( Other POOE SPECIFY Each Trap 7.0023.00 Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New WAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL 502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OR Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infull force and effect. �p License Class C s % Lic. No. g t1 .� OWNER -BUILDER DECLAMATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' cpensation insurance carrier and policy number are: Carrier 1 0i5(foQli Policy Number 4:11 G y60 570 �� (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date /LJ —3 – d� Signature of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. ( 8 ACC. BLDS. 3.5¢FT; NEW ONST. REBIDMULTI-OUTLET 97.50 POWER APPARATUS a SINGLE OLfTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES BAL p .sa FIXI Ex. Occup. OUTLETS(REES OFR.n 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TAL FEE $ 345.00 HAZ. D E IMP X FLOOD X CDF PARCEL X PD HD X ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,j By ate 16 !v OO PERMIT EXPIRES ON /6 1 (a., t.) ReceiptNo. 345.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. . 7,County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. 12/96) APPLICATION AND PERMIT - 4,,�� ` ASSESSOR PARCEL. NUMa01 6 8 zGM BUILDING PERMIT ayNER _ as [ 0llq- TEU10PHO 3y3 � .6S SO. FT. OCC. BUILDING VALUATION OWNERS WI(JNG AD 9 3 °�,pc w c.cc� 6&,I o G6o�. j(, � ��1�� CONTRACTOR'S /V'nLC- O "^moi P/ 2 3 y(. Y'd 3 f CO R MAWNG ADORES. L 5 vwin C GZ6v p CONSTRUCTION LENDCR Fire lace LENDER'S MAILING ADDRESS Total Valuatlon L ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee L 2-2-5— Z5Plan ARCHITECT OR ENGWEER'S MAIUNG ADORES. Plan Checkin Fee $ 1 BURAINGADORESs 3 S- Energy Plan Checking Fee S PERMIT FEE = t6 O IDT NO. SUeONsgNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other O SPECIFY Solar or hent um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New�dition O Remodel O Utilities O Installation O Other ❑ Describe Work: �'p 2 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 ± - PERMIT FEE S 3 ELECTRICAL PERMIT Fling Fee 20.00 00011 OR LESS Main Service 20.O. LESS 23.00 *PERMIT FEE PAID $ SRA - $ SHERIFF $ OTHER. $ $ $ AMOUNT RECEIVED $ *RECEIPT NUMBER -3 Zy eindicated * TO BE PUT INTO COMPUTER Main Service 200A TO 1000A 46.00 NEW CONST. OWELIING OCCUP. 3.5Qso OR AOONS. 8 ACC. ..&DS. ONS ==NOKRES10. 07.50 POWER APPARATUS d SINGLE OUTLET CIR,. OUTLET OR FIXTURES 20 Q t.00 EX. OCCU eAL .w Fl%EO APPLNS. OR 5.00 Ex. OCCU OUTLETS mon,0L Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 00 2,0 PERMIT FEE _ PERMIT Fling Fee 20.00 Heating eating Cooling Hood 6.50 Ventilation PERMIT FET: S Mobile Home Installation Fee L Energy Inspection Fee $ occ CONST. TYPE TOAL FEES � `f HAZ. r ° `�� ' r FLOOD GOF r P °° MD �I'E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. By Date PERMIT EXPIRES ON to y 'W UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: AA010621f /Q/49/1- ASSESSOR PARCEL NUMBER: `7 o ' 649-0 66e Proposed Building Use: lf45, / 9') Building hispector: Date: At time of permit applicition, I was advised the following data in be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $----=----------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. --------------------------------------------. .' 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------- 1:128. -------------------------------------- ❑28. Existing violations and/or expired permits. -------------------- El 29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: 1,0-13<32) 1E (Date) ;n' you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 3Y1 - `7'6 3 4z/ and hold for pickup at Cell `J office. ❑ Deliver with inspector. IApplicant: & Date: A a 000 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: •�� 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' i 's n counter, by Date: Plans reviewed by: Date: Plans approved by: Dae- D Sets of plans on hold in 11 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: USE ONLY h. Plot Plasi,Ans;chad Mc Floor Plan Atuc Sent to S.D. TO: Building Department C/ I Y) Q FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal 1--� Water Supply: Public Private Well Clearance for _-d3mzMnxj--.-G-ther Hold final for: Final clearance O.K. for: NOTE: Environmental 8/96 e. - Ith Specialist /; e2 14�11 /�� 17 r Date RESiDENTIAL PERMIT h 040-040-068 PERMIT#97-1211 OVA, L) L/j/- 4A POLLACK, Dave & DarcV, PERMIT E 35 New Foster Place; Chico Cont: Barnam Construction QO. I X_ OWNER j New Single Family CONTR. ASSESSOR PARCEL LOCATION OFFICE COPY �iAddress A4"j Tlf /Z, p GAS Meter By Dateef ELECTRIC Meter By $1 Temp. �FLOO- V-11LEVAvI1,0141 CIE-9-r(FicArifl, 44 AAw'(ftl� To i:WAL rNE OFFICE COPY Address A42- GAS_ Meter By ua Temp. E14, ELECTRIC IMeter By Date/_17­7 Calls, 'Temp. Gas Service Called PG&E JOB FINALED (Date)) It Signature V=OK .+ O = Not OK '=NottRepadyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK excett We 1. Zoning Requirernents - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer Locabon-TestFall-CA0-Concrete ....MISCELLANEOUS Date Og S, CAR R ; GARAG (P 4 O except #'a r � 1. Zorkin� RequlrorkentsSetAadks•Easemer►ts , 2. Footings;SalsSize-DepthSpachg-ConnectorsSteeI 3. Decks; Girders and/or Joists4)eddng-BracngStairs-Rails 4: Wood Awn.; Pos"eams-Rftm.-Connectore Shthg.4ifg.$racn� 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Encbsures 4. Water; Location Test -Easement Needed (Sketch) S. Electricity; Location•Clearanceslamd-/ /Amp -Concrete 6. Gas; Location-TesWrap; / ^A / /Nat or/ /`LW /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 11. Ext; Steps -Doors nclings 12. Braced Wall Panels Date Card B-1 Dam Card B-1 Date Card B-1 Dam Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Dam 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand_Vahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval j 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Dam Card B-1 Date Card B-1 Dam Card B-1 ....MISCELLANEOUS Date Og S, CAR R ; GARAG (P 4 O except #'a r � 1. Zorkin� RequlrorkentsSetAadks•Easemer►ts , 2. Footings;SalsSize-DepthSpachg-ConnectorsSteeI 3. Decks; Girders and/or Joists4)eddng-BracngStairs-Rails 4: Wood Awn.; Pos"eams-Rftm.-Connectore Shthg.4ifg.$racn� 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Encbsures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sits-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerStucco-Mesh 10. Root; Shthg-Roofing 11. Ext; Steps -Doors nclings 12. Braced Wall Panels Dam Card 8-1 Dam Card B-1 Dam Card 0-1 Dam Card B-1 Dam POOLS (Plans) OK except #'s 1. Setbacks Easements 2. Soils; Compaction -Structure Stability 4 3. Pod Structure; Steel -Connections -Thickness Dead Men -lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Vofts-GR 6. Else.; Enclosures; Conduit Entries -Terminals -listed j 7. Elec.; Bonding; Metal WT -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtg. Boxes-Endosures-Panelboerds-ins. to Main in Conduit 9.. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Dam Card B-1 Dam Card B-1 Dam Card B-1 Date Card B-1 - _, Not OK = Not Applicable = Not Ready Date _qj1lIBERFL00R (Plans) OK except itr RESIDENTIAL (Single & Duplex) Main• Soils-Elec. Gmd.-/ P Ftg. Depth Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Jls, Garage; Steel-Blockouts- Wrapped daw"I5Td_d Special Anchors 8. Piers -Fire I tg.Steel i ISG; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _WMBING (Permit) OK except #s 1 . ate; Vent -Access -Combustion Air Baffle F a ipe; Test & Anchor -Nail Protection 1. .W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tu ower, Second Floor -Tub Access t as Pipe; Sixe & Anc ors Da - — Card B-1 Date Card B-1 t Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s --e8- tic ransformer Clearance -Ins. Protection lec. eptacles Spacing -Lights & Switches at Doors r ze s & No. of Conductors Stapled omex Ins_0116d Close to Edge of Studs & C.J. 2 , . round made up w/Mech Fastners-Bon & 2 iance Circuts in Kitchen & Conductor Size GFI Subf Wire Size / / ga. Cu or .C. Wire Size/ / ga Cu or AI nge Circ. / / ga Cu o AI v�en Ci / / ga Cu AI Insulated Neutral 0 Yes "o -1.-Serviceo`nductors &Ground -Main Disconect 1' 3 Sip. Clearances Panels -Motors -Meth. Epuip. 331—Crothes Closet Light -Shower Light -Spa Light moke Detector A` Da Card B-1 Date Card B-1 ` Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s .C. Ducts Insulation & Support nt ton, Exhaust above insulation to Drain & Overflow, Size & Grade I F ante -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic , DaCard B-�U Date Card B-1 Date Card B-1 Date Card B-1 Date_.FRAMING (Plans) OK except #s its oper Materials & Anchors aII tuds-Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing top in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs ers & Beams -Size & Bearing 46. (4t.�Cling„Joist-Rftr. Ties-Purlin-roll Br -Trus hting.-Rfng. epla2LTLes or Type A Flue -Fireplace Throat clearance f,AeOEss; Size & Romex Protection -Draft Stop -Ins. Baffles drm,w' or Exiting Doors -Sill Hgt. & Dimensions U -455 -rage Fire Protection Framing _ !Pfiperty Line Firewall & Openings fid. Doors -One 3-6heck Garage 3rd Story, 2 Exits v44.—Stair�;pAdth-Headroom-Rise-Run-Landing-Fire Protection ZPtywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding-Nailin Veneer ?j�co Mesh -Drip Screed -Fd. Vents-Underflr. Access 51 c-_ ar>gArea-Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) O pt #'s —/Smoke Detector — 65. Furnace; Vents -Clearance -Comb, Air-Conector- In or4e; Above Floor -Ducts -Meth. Protection 6�e�reofn Exiting G.F!_"ath Fixtures & Tub Access -Spa eo. Trim & Subpanel, Breaker Sizes & labels ails Fireplace or Stove, Clearance -Hearth Elec. a at Wood Panel, Int. & Ext. it. Fixt pliance; Ground. -Air Gap -Cooking Clearance Tec. O bets & Rece ticales at Kit. Counter ara a Fire Door; Swing -Landing -Closure -A.C. Du irvGara a -Dam r Htr.; Vents -Clearance -Comb, Air Connector-P.R.V. In G ;'Above Floor -Meth. Protection Ib., Elec. & Mach. Equip. Listed for Location Elec tacles in Garage G.F.I. -Romex Protection ZW-fin'sulation-Foam-Looked in Attic 80. Guard rails & Deck Construction -Post Caps VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes —jPrFollowipqjastld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 84!Agooldhit Disconnect, Electrical -Plumbing en�ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell; Disconnect, Electrical, Plumbing tenor •tec. Trim, G.F.I. Receptacle -Underground lk,VKblation Throught House Nj o ns from Previous Inspections Test -Meters Tagged, Gas -Electric W/Wa!SrA Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV N 7 County Center Drive - Oroville, Califgrnia 95965 - Telephone (916) 5 541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT Q'7 - ASSESSOR PARCEL NUMBER 040-040-068 ZONING SR -1 ' BU I LD I NG P ER M IT OWNER DAVE AND DARCY POLLACK TELEPHONE 43-8565 SO. FT. OCC. BUILDING VALUATION 2X0j R 1211H 116046 OWNERS MAILING ADDRESS 50 A TURA TERRACE, CHICO CA 95973 XXX U IX212 14904 CONTRACTOR'S NAME BARNAM CONSTRUCTION CO. TELEPHONE ' 895-9266 /82 2XX 273 C 3809 CONTRACTORS MAIUNG ADDRESS 2545 PILLSBURY RD. CHICO CA 95973 CONSTRUCTION LENDER BUTTE COMMUNITY BANK Fireplace A LENDER'SMAIUNG ADDRESS ' FOREST AVE, CHICO CA Total valuation $ 136259 ARCHITECT OR ENGINEER N/A LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 769.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 499.85 BUILDING ADDRESS 35 NEW FOSTER PLACE Energy Plan Checking Fee $ 23.00 $ CHICO PERMIT FEE $ 1311.20 LOT NO. SUBDIVISION'S NAME CHAMBERS BDIVISION PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1.417.00 98.001 USEOFSTRUCTURE SF U Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New KX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: C:C)NSTRi1C T NRW 2149 SF STNGT,R FAMILY DWRILING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $17k nn ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800AO0 R RLESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./ License Class 911 Lic. No. �y, 34- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason il/I> EA. �GoYF � WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier TO Main Service TO 200ALICENSED 46.00 NEW CONST. DWELL WEE OCCUCUP. OR ADDNS. ( e, ACC. BLDS. SO 3.5¢FT; 1n4 2 NEWDNS BRANCH CIRCUI NON-RESIDT 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 SAL @ I.50 Ex. Occup. OUTLFIXETS REESID.DEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 147.20 MECHANICAL PERMIT Filing Fee 20.00 Heating ZU. U0 Cooling Hood 6.50 6.50 Ventilation 5 4.50 22 .50 PERMIT FES $ 89.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. te 7Z _ Signature of Appli ❑OwAgen X _�over An OSHA permit is required for exp and emolition or construction4/ of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ YPE TOTAL FEE $ 1771.40 4.A.TIE -ES IMP nFLDo A COF r PARCEL ✓ PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Datep 9r� PERMIT EXPIRES ON /1 lJ Q Dafe Receipt No. 222219/593.50 C �- dC WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI K-INSPECTO GOLDEN OD -APPLICANT ELEVATION CERTIFICATE O.M.B.N03067.00: FEDERAL EMERGENCY MANAGEMENT AGENCY Expires May 31,199 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used onlyto provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the fallowing pages. SECTION A PROPERTY INFORMATION BUILDING OWNERS NAME t•r �✓ t v 2_ DAA Pbl-LAbC _ STREET AOORESS (Including Ap�i.,nU it. Suite andiot StOg. Number) OR -P.O. ROUTE AND BOX NUMBER 36 Oleo f 3TCp- R_W_,e FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER _ OTHER DESCRIP ION (Lot ano Block Numbers, etc.) CITY _... _ r+ � STATE C 219 SECTION S (FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): I. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. OATS OF FIRM INDEX S. FiRM ZONE 8. BASE FLOOD ELEVATION O La oo 1-7 (In AD Zones. .depot) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): Z NGVD '29 El Other (describe on back) S. For Zones A or V. where no BFE is provided on the FIRM, and the community has established a SFE for this building site, indicate the community's BFE: C !. _ I21�i .:_13i feet NGVD (or other FIRM datum—see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a), FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of i. j .121,01'( , Lf feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, Is at an elevation of I I . J I I I L. j feet NGVD (or other FIRM datum—see Section 8, Item 7). (c). FIRM Zone A (without BFE} The floor used as the reference level from the selected diagram is I__LJ .l j feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LL !.I _J feet above ❑ or belowI. (check management ordinance? one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain mans g I .� Yes I No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: r NGVD '29 L] Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the (see Section Item then convert the elevations to the datum system used on the FiRM and show the conversion equattionion under Comments on Page e 2.) 4. Elevation reference mark used appears on FIRM: I Yes r I No (See instructions on Page 4) 5. The reference level elevation is based on; Ll actual construction I i construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: Section B, Item 7). I ' Li .i,feet NGVD (or other FIRM datum see SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I i � J.L_,I feet NGVD (or other FIRM datum—see Section 9, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81.31) MAY 90 REPLACES AL: PREVIOUS ED TIOr,S SEE REVERSE SIDE FOR CONTwuwTloN SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the Certification. In the case of Zones AO and A (without a FEMA or community issued SFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. t certify that the information In Sections 8 and C an this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. rel CERTIFIER'S NAME p9,.►)c.,,.ec�f_ TITLE — LICENSE NUMBER (or Affix Seall C>so i-� .. COMPANY NAME I ' S J Yc.v►--tt,�x.�..� G,�,�co CA 9� ADDfl�&$, CITY— - /�� - Q � STATE J ZIP SIGNATURE O .l� -'_-.' DATE PHONE Copies should be made of this Certificate for: 1) Community official, 2) Insurance agenticompany, and 3) building owner. COMMENTS: ON Wrrm eua 6A9ENEN7 POLES.ON PIERDA CO S, UM M A . y i ZONE9 ZONES ZONi:S. A V ZONES ZONES REFERENCE REPERENC! L!v[L WEE UV! RlRRENCE PLo00 ELEVATION L!V@t r,: .i •AD.NCHir .•' RltER@NCE OW OAEE ELEVATION '• REAERENDE ADJACV4 ��� lEV[l BLOOD L@VEL GRADE ••,� ELEVATIDN + .. '::,t::': ,•r'r.,:.:.:'::.: ; AD ':.•r: ADJACENT :. .. .. :. :•:.tip'.. .i.'�'1.:... .. "./!(11.•.. 110A0E The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. I> COUNTY -OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDLW ' • 7.COUNTY CENTER DRIVE - ORO�tORNIA 95965 - TELEPHONE (91 8-7541 PERMIT APPLICATION DATA SHEET _ ASSESSOR PARCEL _ 6 qa ProposedBniiding Use: /� Building Inspector: _ Dater At time of permit application, I was advised the following data must be s bmitted prior to permit processing and/or issuance: r I f . . Date Received By ❑ 1. All items have been 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ omplete plans&jg0signed by the preparer of plans. plans, 1/4 ED with wet signature on plans. All engineering must be shown on plans. ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 6. nergy Design Compliance and supporting documentation. �LEE'bk ------------------------ 7. Statement of Intent for Non -Heated and A/C Buildings. -J ------------------------------------------------------ ❑ 8. Hazardous Material Form. ganulactur ed Home data and installation instructions including Tie Down Specifications.------------------ ees of $------�'�e---------1_ �� - ��--------- Impact fees as shown on the attached schedule. ---------------;------------------------------------------------- ❑ 1 California Department of Forestry plan approval/fees. --------------------------------------------------------- Flood elevation certificate. ---------------/--------------------------------------------------------------------------- Sanitation and plot plan approvat.-ii-r GOHealth Department. ------------------------------------------- 15. City of Chico plumbing permit. ---------------=------------------------------------------------------------------- 'Y ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 017. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 15. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ---------------- Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contrictor.'s license information. (Number, Name Style, Classification). ❑ 22. Workers'.Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - F11A i (Date) ❑2 .Letter of signature authorization. -------------------------------------------------------------------------------- ' Recorded, copy o€ Agricultural Acknowledgment Statement. -------------- -�----------- n ---------------- 1 Letter of intent on building use: 027. Manufactured Home.utility clearance.--------------------------------------------------------------=--------= -- ❑28. Existing violations and/or expired permits. ----------------------------------------------------- _---- ----------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $----------------- 030. --------------- ❑30. Other: keCs. 04A J. b TLA„ l5 - 1%-3-,)? ------- When ou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. fff elephone 0'15 -9 Z-60( and hold for pickup at C (-/ / (' O office. ❑ Deliver with inspector. �E(-Qp4a CLAHS 4`o OthVtst 3-t&gy ApPlican;P�' By: By: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, p Q r: Date-, Date: 1. Index permit application for the above items numbered Plan Check List 2. Additional items required: _ - 7 - cr_, 1 £T' f-z&fl Contractor,)designer, owner, was advised of the above required data byttphone, ❑ mail, ❑ Building Division counter, byDate: 7.2l.5 Contrac or, esigner, owner, was advised of the above required data by)qphone, ❑ mail, ❑ Building Division counter, by Date: 7 OVMon ac or esigner, owner, was advised of the above required data by r�' phone, ❑ mail, ❑ Building Division counter, by Date: 0,017 f}/M ontractor, esigner, owner, was advised of the above required data byyihone, ❑ mail, ❑ Build' vision counter, by Date: Q.r�-77 Plans reviewed by: G/1313o.�S Date: 0 -?_0-6M Plans approved by: Da . / (p,R7 Sets of plans on hold inXPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: 11 - L( , a'1 Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY eta Fhm Auoched Y:°r ibm Pin AM=W Ycs say to B.D. /n 3 ./Ueuy A-as� A/ Owner Location AP# Plan Approved for: Sewage Disposal j/_ Water Supply: Public Private Well d Clearance for bedroom awWk6home. Other . Hold final for: Final clearance O.K. for: NOTE: Envim6meRtg Health Specialist Date 8/92 COUNTY OF BUTTE �. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (9.16) 538-7541 SCHEDULE OF FEES DUE Jam_ 0 �� D �a —6,40 -��- OWNER /�y��14-/i`ty ../"'O�/�G.r� A.P.#'.. ... PROPOSED BUILDING USE DATE ;17. i l BUILDING PERMIT FEES --::-Balance Due ................ $ . -- Additional Fees Due ........... $ 1/77,10 ,Additional Fees Due ........... $ �00 C~-- Revised Plan Checking peeVtSsD AGA(,4 q2, m 41CV2 SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ &*URBAN . Sq.Ft. AREA FEES (p id at Building Division) Residential (per unit) . x 167® =. $ 6 70 # nits Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. QQ jj �Po RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) . 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER REC # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT e DATE Original -Owner Copy -Building Div. (Rev. 12/96) 0 0 BUTTE COUNTY PARRS DEVELOPMENT FES CERTIFICATION FORH CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) �►.�'a e9�— p� Property Owner � ,q �aL c_,A ::: Project Location/Address Subdivision Lot z-..�5 �i� .�� ,i. Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) Non -Residential to to Residential Total Number of Dwelling Units Comment: Building Dep rtment epresentative Date Chico Area Recreation and Park District(CARD) certifies that Applicant Name) (Phone Number) rz>► LC_:5� a Street Address) (City) (State) (Zip Code ~ has complied with the requirements of Butte Co. Resolution No. 90-140 by �i ap payment for dwelling units @.$1,189 for total payment of $ CARD Repe entat; PAID BY CHECK NO. BANK NO. 0— -71: q 2-41 PAID BY CASH REMARKS: RECEIPT NO. 05 2 Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) //./ � .6 � Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 12/1.1. +f 4Ji't!t{�� CHJIF':Yttf" 12 CiiL:}e�e4�.�i� BUTTE COUNTY SCHOOLS IMPAC TFEE ,CERTIFICATION FORM (One form per Building) f �x School District , G"r-;.,c. O C.wwi Ti s' -:cam Building Department No. A.P. Number Jurisdiction: Q City ® County Property Owner Property Location/Address C Subdivision �g,1,S1 �iiS// Lot No. Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial n Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (Floor Pians revleweo ny Scnooi uistnCt versonnel) ,District Identification No. % �p i--/ School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) / has complied with the requirements of Resolution No. —� by payment of $�,•� (p representing Q(l '�`� 9 square feet. JFiiiM $ ULL MITIGATION $ 11Z1,3 School District epresentative Date Paid by Check # /01? Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm 1. (Rev. 12/96) - . �J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,, Califorpia 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS I 0 CONTRACTOR'S NAME TELEPHONE O CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 00 Fireplace I A 1500 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ov ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ E3, Qa $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap _ly 7.00 ,sem USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 5, .00 Building sewer 15.00 1.6-00 Mobile Home SI GI W1 @20,00 PERMIT FEE t 'Is, Qd ELECTRICAL PERMIT Fling Feel 20.00 600V OR LESS Main Service .AOR LESS 23.00 , 06 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing rvfth Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. SG WEE OR ADDNS. ( a ACC. BLOS. 3.50FT. L(, NONN•NEW RESID T.MULTbOUTLET @7,50 8PSIOWERNGLE RATAPPAUS OUTLET CIR. _ Ex, Occup. OUTLET OR FIXTURES sp @ .50 FIxEDTs CIM D� 5.00 Ex. Occup. .=PPM.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t'Q WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 40 Cooling ,0a Hood 6.50 74,5*0 Ventilation 2-2,60 PERMIT FEL= $ Oa Mobile Home Installation Fee $ Energy Inspection Fee $ 4,66,00 Occ CONST. TYPE TOTAL FEE $ O HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dela work =Recei�p,t)No.. -B.D. CANARY•ASSESSOR PINK -INSPECTOR GOLDENROO•APPLICANT MISCELLANEOUS ITEMS TO LOOK OUT FOR: ;1! Stairway details: landings, rise and run, head clearance, handrails (Section 1006). ,2- Guardrail details (Section 509). Brick or stone veneer (Section 1403). .3/ Exterior plaster - weep screeds (Section 2506). 3. Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). e 'Foam insulation - protection. V 36" halls and stairways. 9" Living area over garage - complete l -hour separation required on garage side including supporting walls and posts. 1,0- Two exits on three - story dwellings (Section 1003). 1J/Underfloor access and ventilation (Section 2317.7). _ 1� Attic access and ventilation (Section 1505). 16"' Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. . C.D.F. responsible area requirements. 1.8' Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: X Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers /Ik- 14' GA 2AG at aao(L M £A L £ 2 / N A a £ Q L4 A `t: , 19fLAC14G bo£S 74 OT oW6 'Ud14& t4 CS 6A(G(WE iefA bCS(6� lb RAG T'ZuSS>r,5 N F �tJW ►� I�t�►1;Z l 4r' CMGs S�tEMIJ L� SCgeb( 4f ? Ta Sr��crtiR.Brr CAt.ctiwt;ra,,�s? CAIZL (��Ja£2sd.� C FtAo� �NGrhlEFR) 1�{ot,�s� wicc. (ZG1A6Ji, AbJAC£rJT' Gr(_A,£, 1*r_ t:JfCC C o CL arc C c r_",o O E 1LE VA ^t a.J �- EU isf,� Nf(ZG1 c2- :Loolj C. _iZT-ke(e/-T Ions June 1997 3,2 RESIDENTIAL PLAN CHECKING* GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: �Ot��CK BUILDINGPERMITNUMBER: 97-lell PLAN CHECKER: GI I3 Bo t!S A.P. NUMBER: �y0- 4 y4-CJlo 8 GENERAL: i! Zoning requirements: (side yards and number of permitted living units). �i Valuation. Plans signed by designer. s✓ Proper description of work on application. ,S.." Existing violations on property. Items on data sheet, (Impact Fees F.nyirnnm ntal Health Developer Fees ,etc.). Recorded notice of violation. PLOT PLAN: 40' Complete parcel size and dimensions. A2 Setbacks, side yards, easements, etc. 3'*' Other buildings or structures. Grading, fills and/or drainage. JFlood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). .r F.A.U. & F.A.S. road setback. .$K Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2- Required windows for light and ventilation (Section 1203). 3! Required windows for second exit (Section 310.4). s Skylights (Section 2409 & 2603.7). S! Glazing in Hazardous Locations (Section 2406). , _ ` :. _ i - j, Required room sizes, ceiling heights (Section 310.6). 3✓ G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ,go'- Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ,9< Location of water heaters, heating and cooling equipment, other electrical or gas equipment. lkl. Garage,firewall, door size and closer (Section 302.4). I,l-'— • Minimum of one 3'0"• exterior door (Section 1004.6). 12! Fireplace and wood stove location, alcoves and clearance. 1,3! Smoke detectors (Section' 31'0.9.1). 1 Plumbing fixtures, water closet clearances and shower size. , STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). 31 Clerestory requiring balloon framing and/or engineering. _ Three story building requiring engineered calculations and plans. .a� Foundation plan complete enough to construct building. .6� Floor construction details complete enough to construct building. " Y. Elevations and wall construction details complete enough to construct building. e Roof construction details complete enough to construct building. 9- Rafter ties or bearing ridge beam. W— Fireplace construction details and calc. if necessary. Ll! Garage door and/or porch header sizes. I'), Stud heights. le Adobe soils - special foundation design. 14- Retaining walls requiring design. k3�' Special Inspection requirements. 10" Header size. June 1997 3.2 L� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE', CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 FACSIMILE COVER SHEET Date:' November 10, 1997 To: Mike Aarham From: Glenn Gibbons Subject: Residential foundation wall with c6mpacted backfills Detail -1 2.5. Number of Pages (including this cover sheet): 2 Telephone Number of Receiving Telecopier: (916) §95'0266'.— If " , If you do not receive all of the pages, please call (916) 538=7541 as soon as possible:. Special Instructions:. ❑ Review and respond :accordingly. '® For your information only. Additionally you will need to submit the following: 1. Revised engineering. 2. Revised energy. 3. Revised foundation plan, wet stamped and signed by the engineer. CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual or entity to whom itis addressed. If you are not the intended recipient, you are hereby notified that, any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this facsimile in error, please notify us immediately by telephone, and return the original to us. Thank you: -Eatte.,ounty // .. T' �. LAND OF NATURAL WEALTH AND BEAUTY L� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE', CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 FACSIMILE COVER SHEET Date:' November 10, 1997 To: Mike Aarham From: Glenn Gibbons Subject: Residential foundation wall with c6mpacted backfills Detail -1 2.5. Number of Pages (including this cover sheet): 2 Telephone Number of Receiving Telecopier: (916) §95'0266'.— If " , If you do not receive all of the pages, please call (916) 538=7541 as soon as possible:. Special Instructions:. ❑ Review and respond :accordingly. '® For your information only. Additionally you will need to submit the following: 1. Revised engineering. 2. Revised energy. 3. Revised foundation plan, wet stamped and signed by the engineer. CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual or entity to whom itis addressed. If you are not the intended recipient, you are hereby notified that, any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this facsimile in error, please notify us immediately by telephone, and return the original to us. Thank you: -j - I L�' r- %-� For gent Date Time w M ,pile Yo uVere put Of �5733,c�� Phone -5 / ;(r,3:!� AREA CODE NUMB EXTENSION Telep honed Please Call Came To See You,L] Will Call Again Returned Your Call Wants To See You Message 4z f V -Zlw U Signed 9711 E ADAMS BUSINESS FORMS 7L,4-,IAJ clej-/ co S010 6" MAX rE CURB 4 " OR IF. 'G FOR I CKFILL t HAS A YS. RESIDENTIAL GARAGE FOUNDA TION WALL I REV OAT bLALL: J14' -I" -O' DA TE.- 4/92 1 8191 BUTTE COUNTY BUILDING DEPARTMENT 2 2/95 DWG: WALL2R STD 12.5 May 1995 9.16 SPECIFICA TIONS 1. CONCRETE — f'c=2500 PSI ® 28 DAYS 2. REINFORCING — ASTM A615, GRADE 40 MIN J. LAP SPLICES — 20" MIN 4. FOOTINGS SHALL BE EXCA VA TED INTO FIRM, UNDISTURBED SOIL TO DEPTH D * FLOORS HORIZ BARS VERT BARS T B D ONE #4 @13 "O. C. #4 @18 "O. C. 6" 12" 12" TWO #4010 "O. C. #4@16 "0. C. 8" 15" 18" *C/11110C OCC -COC 7r1 AllIAdaC'O r -)C �1 /'S�iiC D1=A IIJ:?r .r . ..... �� 6" MAX rE CURB 4 " OR IF. 'G FOR I CKFILL t HAS A YS. RESIDENTIAL GARAGE FOUNDA TION WALL I REV OAT bLALL: J14' -I" -O' DA TE.- 4/92 1 8191 BUTTE COUNTY BUILDING DEPARTMENT 2 2/95 DWG: WALL2R STD 12.5 May 1995 9.16 Return to: AGRICULTURAL STATE`IENT OF ACKINO�VLEDGENIENT Building Division FOR RESIDENTIAL DEVELOPNIENT L+ Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 97-034111 1 Rec Fee The property described herein is adjacent to land or included I IHF within an area zoned for agricultural purposes. and residents Recorded I Check of this property may be subject to inconveniences or official Records I discomfort arising from the use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder I pruning, and harvesting which occasionally generate 1O:42am 12—Sep-97 I PUBL dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive 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: SEE ATTACHED DESCRIPTION.... Date State of California Gaz ty of Bitte Ch Sept. 11, 1997 be ore rre Mary R. Casebeer, Notary Public 14.00 2.00 16.00 XX 4 perscnally appeared David M . Po 11 a k personally kncn to rre (or ptruEd to ire on. the basis of satisfactory evidence) to be the persm(s) Arse nacres(s) is/are subscribed to the within irstrurent aryl adaraaledged to rre that he/she they enxizted the sare in his/her/their authorized capacity (ies), and that by hie/her/their signatures) on the irstnMnt, the persm(s), or the entity upon behalf of Q-iich the person(s) acted, emoted the insmment. WITNESS my hand and official seal. Signature ; h A�a°"a� Mary R' Cane eer r Vk a MARY R. EBEER / p O , COMM. #113 0 8 _ AP# O �b- d�fC�^ O �d �DO� i� ^;f+�p NOTARY PUBLIC• Joe , BUTTE ; O My Comm, Expires A p ORDER NO. BU -151971 MC DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, CITY OF DESCRIBED AS FOLLOWS: PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", OF gUTTE,WAS STATE OFED IN THE CALIFORNIAFFONEOF MAY 3E RECORDER OF OF THE COUNTY BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 12, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-20505, AND AMENDMENT RECORDED OCTOBER 9, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-34543 BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN ATLENGTH AND AGREEGRANTEES THEBTERMSACCEPTANCE SAID DECLARATION. PARCEL THIS APPROVE, ADOPT, RATIFY PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER LOTS 1, 2 AND 4 THRU 9, AS SHOWN ON THAT. CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS TATE OF DIN THE OFFICE OF THE CA CALIFORNIA, ON MAY 3, 1994, RECORDER BOOK 130 OF MAPS, AT Y OF BUTTE, PAGE(S) 94 THRU 96. PARCEL III• AN EASEMENT FOR ACCESS TO, MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES; ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF LOT 2 OF THE "REVISED MAP OF THE SECOND SUBDIVISION OF THE J.F. ENTLER RANCH", ACCORDING TO THAT CERTAIN MAP THEREOF, WHICH WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, FEBRUARY 15, 1915, IN BOOK 8 OF MAPS, AT PAGE(S) 2, BUTTE COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED ll� ORDER NO. BU -151971 MC PARCEL III: CONTINUED COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 2, SAID POINT OF COMMENCEMENT BEING ON THE NORTHWESTERLY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 10' 00" EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 50.23 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SPEEDWAY LANE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 28 DEG. 10' 00" EAST, A DISTANCE OF 176.14 FEET TO THE SOUTHWEST CORNER OF LOT 9 OF "CHAMBERS SUBDIVISION" AS SHOWN ON THE MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994 IN BOOK 130 OF MAPS, AT PAGES 94-96; THENCE LEAVING SAID NORTHEASTERLY LINE OF SAID LOT 2, SOUTH 61 DEG. 50' 00" WEST, A DISTANCE OF 7.50 FEET; THENCE NORTH 28 DEG. 10' 00" WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 73.12 FEET; THENCE NORTH 44 DEG. 51' 57" WEST, A DISTANCE OF 26.10 FEET; THENCE NORTH 28 DEG. 10' 00" WEST AND PARALLEL TO SAID NORTHEASTERLY LINE OF SAID LOT 2, A DISTANCE OF 79.46 FEET TO A POINT ON SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE; THENCE ALONG SAID SOUTHEASTERLY LINE OF SPEEDWAY LANE, NORTH 67 DEG. 19' 00" EAST, A DISTANCE OF 15.07 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT OR ACCESS TO, MAINTENANCE AND CARE OF AND TESTING OF FIRE PROTECTION FACILITIES AND PUBLIC UTILITIES: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96, SAID POINT OF COMMENCEMENT ALSO LYING ON THE SOUTHERLY RIGHT OF WAY LINE OF SPEEDWAY LANE; THENCE SOUTH 28 DEG. 10' 00" EAST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 73.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHWESTERLY LINE OF SAID LOT 9, SOUTH 44 DEG. 51' 57" EAST, A DISTANCE OF 26.10 FEET; THENCE SOUTH 28 DEG. 10' 00" EAST AND PARALLEL TO SAID SOUTHWESTERLY LINE, A DISTANCE OF 53.12 FEET; THENCE NORTH 61 DEG. 50' 00" EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 28 DEG. 10' 00" EAST, A DISTANCE OF 20.00 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT 9; THENCE ALONG SAID SOUTHEASTERLY LINE OF SAID LOT 9, SOUTH 61 DEG. 50' 00" WEST, A DISTANCE OF 20.00 FEET TO THE MOST SOUTHERLY CORNER OF SAID LOT 9; THENCE NORTH 28 DEG. 10' 00" WEST ALONG THE SOUTHWESTERLY LINE OF SAID LOT 9, A DISTANCE OF 98.12 FEET TO THE POINT OF BEGINNING. CONTINUED ( k e ORDER NO. BU -151971 MC PARCEL V: AN EASEMENT' FOR ACCESS TO, FACILITIES ANDNPUBLICEUTILITpI,REs•OF AND TESTING OF FIRE PR ALL THAT CERTAIN REAL PROPERTY AS SITUATE FOLLOWS: THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED THE SOUTHEASTERLY 12.00 FEET OF LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 94 THRU 96. U a LAND DEVELOPMENT ) BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. Address: 3 A)EW FdS7 � �L Parent/Previous AP: OWNENAME: �O c.L. /-t![ A.P. NUMBER: Tv PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: S 1e I FLOOD ZONE: FLOOD MAP: Z o S B APPROVED: CONDITIONALLY APPROVED:y RESOLVE PROBLEMS P/.O/ .4cRIOR TO APPROVAL: — / PARCEL CREATION BY DEEDS OR MAP ✓ eXS Sad DEED INFORMATION: ,Ot tc&- DATE OF CREATION: DEED REFERENCE: 'LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 2 DATE OF RECORDING -3/� 4- LOT J BOOK 130 PAGE 94 — 96 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES / NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. )VC=y`/ Ftt5TF2 PL/+CE _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. *10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-70'10. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the P/arrung Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 'X 17. Pay school impact mitigation fees. • X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 2-E5-1 h e -m-3 W Zi of -1-�{y 5 .5 y 6 . M rr-( 13 E s %J ►3 StsGT Zv N o / s E , 0V240t2s IlEf T -r- (ScE 12,0 M 9(' N.aT-OES 7�£ 7`X 12. PA--S—n L ff , r t= A -c k t— t r ( W N 12.o v e m E NT F E E 23. CyYL.YLENT COVJJT-e GOV7E Y24EQUIat:s 1;1&J)J1+ FLo0rZ C—LEV. Tv %3kF- i" M) rJ. /kjuyE t OD' Y✓Z F L 00 0 (Z 0`3. 4 r) 24. 25 26 ' �-'��HdOl3A30 aNbl ^� 10 ,kLNno0 5661 6 0 J3G ®3A13038 LD 7/96 C.IYW! I IFONMS. MOLOOK M.CLR DEC -16-97 TUE 92:31 PM PARHAM CONSTRUCTION CO: 916 894 3151 .� Y �1ROOe� P NJ�u k�nM (cacti, CCJMMERCIAL/RESIDENTIAI/PQQJECT MgNAGEMENT Fax TrAtllmitTal (_-over ,Sheet: DatQ : 2 /mss j. To: Ole Total PageA: Mcaoage/Remarks: F L u 171 : P.91 %y`4�i� � /� � %7j �£ �?��►��it� ��.�SJ7't-!I� +4�'i �2r..s�yt /�'`7�tr J�'ac} %� r��-G. /^� ����Xa -71""i � � V� �����•�eF3:-4�...,���..,�� Plcaae Call mir Office if the tranomittal in ne.A cumplete. 2546 1'illsbi iry Rp�d C"CO, CO. YbY2-6 Uc. #663666 (916) 894-3151 ' .. Jam... ... ..' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleacontact this office immediately. r i�tl s�o G 2 Lv �. -Cie O 7o,.) 10 2 l `�i �r A J S " :' S"3 401 APvt-s"fIJ o s 044 P12084hvL . 0'U--M� ae7ff Date Lf Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i —A 'z— &'1'& 6 d A Date 7-3 G� J Inspector REV 10/92 REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 4 t OQ4e-lc OWNER PERMIT NO. _41 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE �v GCA 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1Wk1--1otP ��� .461c0w91) r, r',,td fA-, r7G(ZAI ogUe 3 k CV ft11" &0(10vA--5 Date 3 —37q<5 Inspector REV 10/92 COUNTY OF BUTTE -, w BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /At Mr.Q 5,6 L cv.d cL 1 0 ZJ /' & 41 V r, <i O, -v # Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION Y DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE O NER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. 7.-A 1v d -f <'ryw WA -z'( . t Date 12 _7z -qf7 Inspector REV 1 x92 -ti E -5b MciOrtalc tnginooring 1�a+u�y nnri Linyrc•unn Cane ---- • , •,.. C _tit+cotton ,%nAn Tnnrwoo r r. Rnno .iA A59�i i Pbt.eie�y (910) 891.42.43 November 19., 1997 Mr. (ienrgc Kellogg — County of Butte Plan -Check Engineer Building Division 7 County Center Drive Oroville, CA, 95965 Pollack Residexicc 3 New l oste..r..t'lacc Chico, CA 95928 'A.P.;~! 940-004-068 Dear Mr. Kellogg, The Following procedure is to be used during placement of the under -slab fill j material at the Pellnck reciriencc project: _ (1) The 3/8" pea gravel fill material) is to placed in 6" lifts and spread uniformly throughniit the slab area. (2) -Each lift is to be compacted by use of a ;hand held vibra-plate cotapactur itr order to n1a1Aipulatc the aggregate particles to a consolidated condition.. 1(3) The fill material is to he daxnpened at each lift to aid in the consolidation process. Avoid use of excess water to the ca -tent that the gravel is subaicrKrd during the compactioir prucess. Apphwd Testing Consultants does not rcpresex)t titat tlxese test results and/or reco.mmendatious are suitable whether or not modifiexi, tor any other site or structure on this site than the one fog' spt:OW6&lly prepared. Applied 'Testing Consultants disclaims respons,hi.lity for dress test rt:SUlts and/or recommendations if they are uNcd whole or in part at any other site or stnicture on tl)is site. Thank you for the opporttutity to be of service. Please auMber above if you have any gitestioils. Sincerely yours, Brad Porsythe Vice President I (tel �_cuu� rT_/ 12--f6-1 ;7 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS , LOT x �, C �s I ^lam ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULA 10 PLETED � `� ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL R _�•� MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATUR CATION CONTRACTOR TITLE MANAGER DATE SIGNATURE -G15NERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY 10 s 'i -� 3 1 z h ., to o cp i N W L �0 11s �:: m M. gy-c, D S o �. m n` D i' Z m0 D G cp i r N X � D M 0 o � rn QD o � o CN r" V DEL /ADDITION FOR: LE5L1E SUE W FOSTER PL. F N 269.70' �� IO rn U3 io I . D rn z rn s - D O rn a 6p\ 1 II IIIII GARY H,4 WK/NS ARCH/lECl M I r •c DEL /ADDITION FOR: LE5L1E SUE W FOSTER PL. F II IIIII GARY H,4 WK/NS ARCH/lECl M I r •c L-1 C, ON tl . LLF o LLA L .. 3 a d , z. � U LL . L-1 C, tl . LLF LLA L .. 3 O , z. Z Y 3 +. e Y k +tirrM ...... �.. ._. ..... ... � -� '+,I ' _ _ �h.' � �1 ;� 7_.`. '.. JOB: Sue 25x36 LOCA77oN. Butte CO. MiTek TRUSS ENGINEERING Powrm TO P--jwF-avm. I MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 111,- LUMBER No- HARDWARE 1111- STOCK PLANS 10- CUSTOM DRAFTING 0- TRUSS ENGINEERING Do- TRUSSES 110- PRE FRAMED WALLS i 655 Cal Oak Rd. P.O. Box 1947 Oroville., Ca.95965 Phone:(530)534-0300 Fax. -(530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING 77— 3, 0 -2— U 71,6107 5 P W'4 This Image was created with 4A*04 TIMBER PRODUCTS INSPECTION 105 S. E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 TRUSS SCHEDULE olm DIN - -- tor: Endeavor Homes Date: February 23, 2007 Plan: Roof: COMP Drawn B : Snow: o Mw Tail Cut: Plumb 5ue 25x36 Endeavor Homes 155 Cal Oak Rd. Qrovilie, Ca. (5945 (530) 534-0300 (530) 53+-52.9f E MiTek POWER To PERFORM." Re: Sue -25x36 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R24435060 thru R24435061 My license renewal date for the state of California is March 31, 2007. ti- ..,, QRpFESS/pN a Ui C 046433 * EX . - 1-07 S'l F C February 23,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. tb FA s Truss Typo Qty Ply 00 R2443506 JE 25x3{ COMMON 17 1 lJele Refenence • i•nal _ndesver Hanes, pr&. Co., Malt Wilson 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Feb 2313:03:1!2,f1J7 Rap 1 2-0-0 6 7-14 5-10-2 5.10.2 6-7-14 2-0-0 Scale . 1:47.0 40 = 4 3x5 = lu - 1.5x4 II 5x6 = 1.5x4 II 6-0-12 6-0.12 64-14 1241-0 6-7-14 5.10.2 5.10.2 6-7-14 Plata Offsets X Y : 19.0-4-0.0-3-01 LOADING (psf) SPACING 240.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP MT20 220/195 TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(I-Q -0.08 9 >999 240 TCDL 10.0 Lumber increase 125 BC 0.33 Vert(TL) -0.18 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.44 Horz(TL) 0.06 6 n/a n/a Weight:1021b BCDL 10.0 Code USC/ANSI95 (Matrix) LUMBER {RACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD DOT CHORD Sheathed or 4-5-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. SOT CHORD 2 X 4 DF No.1 &Btr ,_ J WEBS 2 X 4 DF Std ) REACTIONS (Ib/size) 2=999/0-5-8, 6=999/0-5-8 Max Horz2=75(102d case 5) Uplift2=-1230oad Case 3), 6-123(lood case 4) Max Compression/Maxlmum Tension FORCES (lb) - Maximum 6-7=0/32 m t� • TOP CHORD 1-2=0/32, 2-3=-2059/79, 3.4-1429/75, 4-5=-1429/75, 5-6=-2059/80, :� J" BOT CHORD 2-10=-57/1893,9-10=-5711893,$-9=0/1893,6-8=0/1893 WEBS 3-10=0/257, 3-9=-652/82, 4-9-0/619, 5-9-652/83, 5-8=0/257 NOTES /��z� �� ' 'jr `"7' -' 1) Unbalanced roof live loads have been considered for this design. ! 2) Wind: ASCE 7-08; 90mph; h=25ft; TCDL=6.Opst 3CDL=6.Opsf; Category II; Exp 3: enclosed; MWFRS gable end zone; cantilever left and k right exposed ; and vertical left and right exposed; Lumber DOL*1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live bads. LOAD CASE(S) Standard February 23,2007 0 WARXDra - Ier f fy betgn FanarneMrs ant Ras) XOTEa ON Ta'7a AXI DIK LUDZA WTZK "FlRZWB FAOa MU -7473 XZIPORl Rai. Iff Design valid for use only with Mnek connectors. This design le based only upon parameters shown, and Is for an Individual bullaing component. Applicability of design parementers and proper incorporation of component Is responsibility of bussing designer - not Miss dosignN. Bracing shown M iTe k Is for lateral support of Individual web members only. Additional temporary brachy to Insure stability during construction b the theresponsibility of t erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guldence, regarding ..w�. ,..�.r...,.- fabrication, quality control, storogo, delivery, traction and bracing, consult ANSI/T►11 Quality Criterla, DSS -8/ and Ill Building Component 7777 Greenback Lona, Suite 109 Solely Information available from Tens Plate Institute, 583 UOn•frle Drive. Me~, WI 53711. Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION 41 13z `Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply' plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE 4 x 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING . Indicates location of joints at 40 which bearings (supports) occur. 17 Numbering System J2 J3 J4 Jl is J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS 10CA 16-31,16-67 IC60 3907, 4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 ,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all pother interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. O x 4. Unless otherwise noted, locate chord splices U at'A pone) length (± 6' from adjacent joint.) O '- 5. Unless otherwise noted, moisture content of lumber shall not exceed ill. at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. a. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate Without prior approval of a professional 1 engineer. MiTek° m 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ©1993 MITok® Holdings, Inc. i oY Truss Truss Type Qty Ply I/defl Ud PLATES GRIP TCLL 16.0 Pietas Increase 1.25 �00 824435061 SUE -25X39 AGE COMMON 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 tC 0.07 Vert(TL) -0.03 JoY Reference (optional) tneNVM name, W 7 Uas 2 • a., Man Won ezuu s Jur IJ zuvo Mn eX rneusuns, mu. - ran - --ur cuur rags i r� 2-0-0-W 472 124-0 254-0 27-0.0 2-0.0 124-0 124-0 2-0-0 Scale a 1:47.0 30 = 4x4 % 4x4 -.. 11 12 3X4 = 38 37 39 35 34 33 U 31 3u Z5 za LI ze z5 Z4 LJ zz Jx4 - 3x4 = 8-0-12 25.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Pietas Increase 1.25 TC 0.16 Vort(LL) -0.02 21 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 tC 0.07 Vert(TL) -0.03 21 n/r 120 BCLL 0.0 Rap Stress Incr YES WB 0.03 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code UDC/ANSI95 (Matrix) Weight: 126 lb LUMBER TOP CHORD 2 X 4 DF No.1 &15tr BOT CHORD 2 X 4 DF No.I&Btr WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std BRACING TOP CHORD Sheathed or 6-M ac Purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 'C� Y REACTIONS (Ib/size) 2=236/25-0-0, 20=233/25.0-0, 31=88/25-0-0, 29=30/25-0-0, 38=110/25-0-0, 37=96/25-0-0, 36=96/25-0-0, 35=96/25-0-0, 34=96/25-0-0, 33=94/25-0-0, 32=861254)-0,28=97/254)-0,27=96/25-M, 26=96/25-0-0,25=97/25-0-0 24=93/25-0-0, 23=107/25-0-0, 22=79/25-0-0, 40=79/25-0-0 Max Horz2=75(load case 5) Max Uplifl2=-91(102d case 3), 20=-103Qoad case 4), 37=-37(102d case 5), 36= -$(load case 3), 35-15(102d case 3), 34=-13(102d Casa 5),33=-15002d case 3), 32=-13(load case 5), 28=-15(102d Casa 6), 27-14(load case 4), 26-13(102d case 6), 25=-150oad case 6), 24=-111(load case 4), 23=-37(load case 6) Max Grev2=236(load case 1), 20-233(load case 1), 31-88(lood Casa 1), 29=61(lood case 2), 38=130(load case 2), 37=96(load Casa 7), 36=96(102d Casa 1), 35=96(load ase 7), 34=96(lood case 1), 33=98(lood case 7), 32=87(load case 7), 28=98(102d case 8), 27=96(lo2d case 1), 26=96(load case 8), 25=97(load case 8), 24=93(lo2d case 1), 23=107(102d case 8), 22=107(102d case 2), 40=79(load ase 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3-52/42, 3-4=-34/51, &5-19/59, 5-6-15/67, 6-7--15/75, 7-8-15/84, 8-9-15/92, 9-10-13/85, 10-11-27/33, 11-12=-28/32, 12-13=-15/94, 13-14=-15/79, 14-15=-15/64, 15-16=-15/50, 16-17=-15/35, 17-18=-15/21, 18-19=-14/13, 19-20=-31/10, 20-21=0/32 BOTCHORD 2-38=0/58, 37-38=0/58, 36-37-0/58, 35-36=0/58, 34-35=0/58, 33-34=0/58, 32-33=0/58, 31-32=0/58, 30-31=0/58, 29-30=0/58 , 28-29=0/58, 27-28=0/58, 26-27/58, 25.26=0/58, 24-25=0/58, 23-24=0/58, 22-23=0/58, 20-22=0/58 WEBS 31-35=-62/4, 10-35=-62/4, 29-40=0/0, 12-40-79/0, 3-38-90/23, 4-37=-64/35, 5-36-70/29,6-35-49/30. 7-34=-69/30, 8-33=-70/31, 9-32=-64/27, 13-28=-71/32, 14-27=-70/30, 15-26=-69/30, 16-25=-69/30, 17-24=-69/28, 18-23-71/37, 19-22=-71/17,10-12=0/67.39-40=0/0 NOTES 1) Unbalanced roof Iva loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 3; enclosed; MWFRS gable and zone; cantilever left and right exposed ; and vertical left and right exposed; Lumbar DOL=1.33 plata grip DOL=1.33. 3) Truss designed for wind loads in the plana of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates an 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. Continued on page 2 t February 23,2007 Q WARIMM - 7erW design rararnstm area Rid! NOTla ON Tata AND nMVDID AU7ZX RLRlRZNCl PAOl MU -7473 slFORl Val. mpg' Design veld for use only with Mnek connectors. This design is based any upon parameters shown, anal is for an Indlvidual building component. aa��Ri111112aa Applicability of aleslgn paromenters one proper incorporation of component Y responsibility of building Gaynor- not trust designer. Bracing shown M iTe k' Is for lateral support of inalividuol web members any. Additional temporary bracing to insure stability during construction b the responsiMlllty, of the erector. Aalditi nal pennonent breCing of the overall structure Is the responsibility of the building designer. For general guidance regeraling eewse,e •same,.. - fabrication, quality control, storage, delivery, erection and bracing, Canauk ANSI/TMI Quality Criteria, DS849 and 80511 Building Component 7777 Greenback Lane, Suke 109 Saloty Informaken oveloble, from Truss Hato Institute, 583 D'Onefrio Drive, Moalison, WI 53719. Citrus Heights, CA, 95610 NVItJ 7) Gable studs spaced at 1-4-0 oc. i) Dearing atjoint(s) 40 considers parallel to grain value using ANSIlrPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard Q WARM M - ►er{ fig tealgn Pe. .*. ant RZJI) no=S ON All' JRCLV/tJ1 .. M7TZX JtCJPZRZNCI PAGE JrIb7473 ZZ"At naZ. Design valid for use ony wish MlTek connectors. This design is based any upon Parameters shown, and It for an Individual building component. Apptcabaty of design peramenters and Proper incorporation of component is responsibility of building designer - not truss designer. /racing shown b for lateral support of individual web members any. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the i Te k' responsibility of the buNding designer. For general guidance regardin fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Critoda, OSS -89 and 9CSI1 Budding Com g Safety Information available from Tnra date Institute, 583 D'Onefrio Drive, f ponent _M Madison, WI 5371f. i 7777 Greenbask Lam, Sulo 109 Chrus Heights, CA, 95610 i Symbols Numbering System ,& General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury l,iI_1 3/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each Taj TOP CHORDS other. �/ .♦ B C2 C3 J5 3. Place plates on each face of truss at each - i o C+ joint and embed fully. Avoid knots and wane 00 V �, �- 3 0 at joint locations. U 5 = U 4. Unless otherwise; noted, locate chordsplices IL IL at 'A panel length + 6" from adjacent int. P 9 (- 1 joint.) •For 4 x 2 orientation, locate Cr C7 c6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /a" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and �— connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT B. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,16-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICAO 3907, 4922 LATERAL BRACING SBCCI 9467,f I 432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at m 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 114 45 11113 engineer. MiTek° ° 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 01993 MrTek® Holdings, Inc. STANDARD GABLE END DETAILQRo� ro USAC - 20G 12/16/2005 PAGE 1 OF 2 VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/6d NAILS SPACED AT 111" O.C. SEC: ON A -A LOADING(pst) SPACING 2-0-0 OF NAILS AT END TCLL 30.0 Plates Increase 1.15 OTHERS) TCDL 10.0 Lumber Increase 1.15 24" O.C. BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - N0.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD SIL END WALL 0GID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE MrTek Industries, Inc. OF NAILS AT END Western Division :ATHING 5-1 -0 11-8-0 0- OTHERS) -� 24"MAX 24" O.C. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW CH AT ).C. (MIN.) - -- SIL END WALL 0GID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT OF NAILS AT END UP TO 7'-0"2 - 5-1 -0 11-8-0 0- 16 INCH O.C. OVER 8'-61 4 - 16d NOTES S f 1 VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT. 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.f �� 4 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION.111����►►►► CJ 1'1 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. i) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF &'-V. `zl TOP CHORD NOTCHING NOTES co 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCM (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 1 OD NAILS SPACED AT i" O.C. IF STUDS ARE SPACED AT Zr O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE M2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 WARMWO • Ierib feign rnrnmeMrs @" REAR NOTZE ON TAM Ann RMLEFRED IMTB1r R MMENCE PAOD AM -7473 NNYORE VSJL 7777 Greenback Lane �� f Deign vwld for use surly with Mfrek unnoders. Thk de fn is leased Suil610f upon �mmelers shown, erred k ler �n Inslvidud IsuArinf csrcr�uns nt. Clkus Hehhle. CA fSN� A"AcekiAy N desl fn �snmenlen end psnMr krcnMrdbn d eert�nent k rrMnslYgly s,f kudi �esifnsr- nN buss deslpner. Incin f shown k lar IderN ttMMr1 et ndlvWueA wok rr»mken «,y. AsleAllenstl lerr�aery knclnf Isr Yisure sleklAy elutinf esrnslructbn Is IM sss�encikldty �I IM erecter. Addlllend lsermenenl kneinf s,l tM arvstnA slruelure k the nsMnsiktlly srl Ihsr kuAdln/ deslfner. For fenenl fulds,ncs. n ferdlnf M ITek bMkdiser, �udly es,ntnl, Nip, ds,Yvery, endfen end isrs,clnf ransult ANSIRyII Guelly QlNrist, D51•I! end ICStI fulslnf Cs'mpnenf 1 Sdey InbrmsfNen �witekU hem Truss f'Me inslHufe, 513 D Ons.lds. Drive. Md(sen, W15371l, MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L- BRACE 12 INCH O.C. 5-1 -0 11-8-0 0- 16 INCH O.C. A_n_n_ _ 7--8-0 24 INCH O.C. NOTES S f 1 VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT. 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.f �� 4 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION.111����►►►► CJ 1'1 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. i) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF &'-V. `zl TOP CHORD NOTCHING NOTES co 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCM (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 1 OD NAILS SPACED AT i" O.C. IF STUDS ARE SPACED AT Zr O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE M2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 WARMWO • Ierib feign rnrnmeMrs @" REAR NOTZE ON TAM Ann RMLEFRED IMTB1r R MMENCE PAOD AM -7473 NNYORE VSJL 7777 Greenback Lane �� f Deign vwld for use surly with Mfrek unnoders. Thk de fn is leased Suil610f upon �mmelers shown, erred k ler �n Inslvidud IsuArinf csrcr�uns nt. Clkus Hehhle. CA fSN� A"AcekiAy N desl fn �snmenlen end psnMr krcnMrdbn d eert�nent k rrMnslYgly s,f kudi �esifnsr- nN buss deslpner. Incin f shown k lar IderN ttMMr1 et ndlvWueA wok rr»mken «,y. AsleAllenstl lerr�aery knclnf Isr Yisure sleklAy elutinf esrnslructbn Is IM sss�encikldty �I IM erecter. Addlllend lsermenenl kneinf s,l tM arvstnA slruelure k the nsMnsiktlly srl Ihsr kuAdln/ deslfner. For fenenl fulds,ncs. n ferdlnf M ITek bMkdiser, �udly es,ntnl, Nip, ds,Yvery, endfen end isrs,clnf ransult ANSIRyII Guelly QlNrist, D51•I! end ICStI fulslnf Cs'mpnenf 1 Sdey InbrmsfNen �witekU hem Truss f'Me inslHufe, 513 D Ons.lds. Drive. Md(sen, W15371l, STANDARD GABLE END DETAIL MII/SAC - 20G 12/16/2005 1 PAGE 2 OF2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TYP) SIMPSON A34 OR EQUIVALENT LEDGER 2X4 No. 2 OR BTR GABLE .L V-3" MAX TO BEARING WALL %P CIVl1. �r ALTERNATE BRACING DETAIL � aFC FEB I 7 MC NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X3.0" LGT) i, THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END j IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = V-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. I ENE i WARMNG . TerW Ar&W Peromdrre and JWX NOT= ONTM8 AN) n9CLV➢Es WTERI[EFFJt&WZ PAGE 527.7473 )F.FORE OSE. 7777 Greenback Lane >esiyn void for use @* with Mitek connecters. This deign b based on Suite 109 „O'c"a lllly a design eremonters msl prelser Ino e*reflen N c y upon shown, k Per r n krrlv►slwl buAslbr>r component. Cltrus Heights, CA. 2561 oris empenenl b respensibilly el buArtkrg eiestpner-not truss slesigner. gndn� shown ler lelerel suis n of uel vwb member eny. A�rlliend lenperwy bndnR 1e Ensure sf ebifty sfufnO censlructNn is the respnslYlmty el the reefer. Aldi tenet Isermenent bndnR el the evereg structure b the reslsenslblllty of the bullslir>♦ sleslgner. Fer RenerN �uNlmce rgereing sMicelNn, �wity cenlreL slerefe, relvery, erection erN bredng, eensult AN51/fflT Qwllty Cdterte, �Sbtt enA 26511 gvilring Cempnenl M ITekg elefy InlermeHen ewlleMe kem Truss flefe Institute Sg3 D'Cnefrie Drive, MdBon WI 5371f. / • 2X4 BLOCK I 45' 2X4S D OR BTR SPACED @ V-0" O.C. SHAL E PROVIDED AT EACH END OF BRAC EXCEPT FOR BRACE EXTENDED STRONGBACK INTO E CHORDS & CONNECTED TO 2X4 No. 2 OR BTR CHO S W/4- 10d NAILS. MAX. ENGTH = T-0" QpOfESSIO STANDARD TRUSSES SPACED @ 24" O.C. - 06 %P CIVl1. �r ALTERNATE BRACING DETAIL � aFC FEB I 7 MC NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X3.0" LGT) i, THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END j IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = V-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. I ENE i WARMNG . TerW Ar&W Peromdrre and JWX NOT= ONTM8 AN) n9CLV➢Es WTERI[EFFJt&WZ PAGE 527.7473 )F.FORE OSE. 7777 Greenback Lane >esiyn void for use @* with Mitek connecters. This deign b based on Suite 109 „O'c"a lllly a design eremonters msl prelser Ino e*reflen N c y upon shown, k Per r n krrlv►slwl buAslbr>r component. Cltrus Heights, CA. 2561 oris empenenl b respensibilly el buArtkrg eiestpner-not truss slesigner. gndn� shown ler lelerel suis n of uel vwb member eny. A�rlliend lenperwy bndnR 1e Ensure sf ebifty sfufnO censlructNn is the respnslYlmty el the reefer. Aldi tenet Isermenent bndnR el the evereg structure b the reslsenslblllty of the bullslir>♦ sleslgner. Fer RenerN �uNlmce rgereing sMicelNn, �wity cenlreL slerefe, relvery, erection erN bredng, eensult AN51/fflT Qwllty Cdterte, �Sbtt enA 26511 gvilring Cempnenl M ITekg elefy InlermeHen ewlleMe kem Truss flefe Institute Sg3 D'Cnefrie Drive, MdBon WI 5371f. BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C, WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON .CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. EXISTING SWIMMING POOL UPGRADE REQUIREMENTS To eliminate safety hazards on existing pools and spas, Assembly Bill 2977 (Chapter 478, Statutes of 2006) effective 1/1/2007 -existing swimming pool shall be provided with drowning prevention safety features that comply with Caufomia Health - and Safety Code Sections 115920-115928. In addition, the installation of pool anti -entrapment device shall be required. These features shall be installed, inspected and approved Prior to final inspection of permit for remodel or modification of single family home I � I �P j BP "7 At/,� br- !?P I� h Q11 d I�>7 r r R .r BUTTE COUNTY BUILDING DM1,01c APP 7 V "G�tCi ��GIIIc AV,�wpvi._J_� 1"d Or., zX4 c)F U.I-�,O. DSS 'ro ?E +X12- Pf'**2 ST•CKBRAFTING FORM NO. 101-05 RC i f REVISIONS BY I DRAWN CHECKED DATE 2--a--v-7 8 CALE B NO. SHEET OF SHEETS_ SIDING PER ELEVATION$ 1/2" COX PLY. 2X STUDS • 164 D.C.R- BATT INSUL 1/2" GYP BD 2. MUDSILL W/Zi At W/ 2x2x3/16 WASHER• i 0.C. 2x4 SAVE BLOCK PMOVIDED EMBEDDED MIN 7 j SCREENED EAVE VENIT W/ SEAL ,F.OUNDATION • ,MUDSILL 14 REtAR CONT. 3" FROM INSULATION BAFFLES • EVERY 4TH DLOCK E. . TOR AND BOTTOM 1/2" CCX RLY, #" CONC. SW 6x6 10/10 ! •EAVES W.W.M 4":GRAVEL FILL :. L O. •• n : 11x4 TRIM IMPSON HI TIE AT EACH 2xi FASCIA TRUSS •k SIDING -SEE PLAN GUTTER PROVIDE ONLY 2* L WHERE NO SNOW LOAD 2 EXTERIOR FOOTING SLAB. FLOOR 26 EAVE DETAIL 1/2" CDX PLY BETWEEN OUTRIGGER' DBL TOR PLATE /,,--2x2 k 1/2- CCX PLY • EAVES EN GABLE END CABLE ENO TRUSS TRUSS 1x3 TRIM A35 • 42- O.C. IU.N.O. EN EN 3/3" SHEAR•RLY/W 6/12 F2.xFRAMING 2x4 OUTRIGGERS• 2'-0" D.C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BERVEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS L291 TYPICAL GABLE END BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C, WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON .CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. EXISTING SWIMMING POOL UPGRADE REQUIREMENTS To eliminate safety hazards on existing pools and spas, Assembly Bill 2977 (Chapter 478, Statutes of 2006) effective 1/1/2007 -existing swimming pool shall be provided with drowning prevention safety features that comply with Caufomia Health - and Safety Code Sections 115920-115928. In addition, the installation of pool anti -entrapment device shall be required. These features shall be installed, inspected and approved Prior to final inspection of permit for remodel or modification of single family home I � I �P j BP "7 At/,� br- !?P I� h Q11 d I�>7 r r R .r BUTTE COUNTY BUILDING DM1,01c APP 7 V "G�tCi ��GIIIc AV,�wpvi._J_� 1"d Or., zX4 c)F U.I-�,O. DSS 'ro ?E +X12- Pf'**2 ST•CKBRAFTING FORM NO. 101-05 RC i f REVISIONS BY I DRAWN CHECKED DATE 2--a--v-7 8 CALE B NO. SHEET OF SHEETS_ :L�Y� I PERMANENT INTERIOR LUMINARIES-;.- ----- --- - --- -- NAILINfG SCHEDULE GENERAL NOTES General: HOLDOWNS 1 High efficiency luminary fixtures must not contain a medium based 1. All work on this project shall conform to the 1997 edition of the screw type incandescent socket. Except: as noted on the Drawings, nailing shall be as specified: P j YP 1. Install holdowns per manufacturer's specifications. Unless • UBC,2001 CBC and any other applicable county and/or city codes and 2. A manual -on occupant sensor must not.have an always on feature: noted otherwise, holdowns shown adjacent to a window or -a door ordinances. 3. All sensors (indoor 'and outdoor) are to let - the luminaries they Joist to sill or girder, toenail ........................:.3-8d shall be attached to the kingstuds. Bridging to joist toenail each end... .........2-8d 2. Written dimensions are to be used, do not scale drawings. control run for no longer than 30 minutes I '''''' 'CM C 9 g 2. Provide continuous edge -nailing through plywood to studs which 1" x 6." subfloor or less to each joist, face nai1.........2-8d = e L 3. Specific information on the drawing differing from these notes 4,. All recessed luminaries in ceilings must be approved for zero- , have a holdown. o �1 j - N o shall apply. clearance insulation cover, electronic ballast, and air -tight. Wider than 1 x 6 subfloor to each joist, face nai1......3-8d ca PP Y• 2" subfloor to joist or girder, blind and face nail ...... 2-16d r °O CIO 4. The contractor shall verify site conditions and their correlations ROIIGH CARPENTRY j Sole plate to joist or blocking, with the drawings. Bathrooms, Laundry Rooms, Utility Rooms and Garages: 1 ,� c Z o 5. In the event certain -features of the construction are mot full typical face nail.... :..........................16d at 16 0.c. �. Y � � 1: In addition to framing operations normal to the fabrication2 -� shown on the drawings or called for in the notes, then their All permanent interior luminaries must be high efficiency or and erection indicated on the Drawings, install wood blocking Sole plate to joist or blocking, at braced wall panels .... .....................'..3-16d per 161, construction shall be of the same character as, for similar controlled by a manual -on occupant sensor. and backing required for the work of other trades. Top plate to stud, end nail ........•••••••••••••••••••••2-i6d conditions that -are shown or called for and shall be approved by 2. Structural framing shall be douglas fir of the grades ail, or 2-16d, end nail Stud to sole plate:...........4-8d,toen the architect. , All Other Rooms: indicated or better (WWPA grading rules): . 6. The drawings represent the finished structure. Unless .iotherwise 1. All permanent interior luminaries must be high efficiency, or 2 x Joists and rafters NO. 2 Double: stop plates nail . . . .......... . ...........16d at 24"o.c. indicated, they do not indicate the method of construction. controlled by a manual -on • occupant sensor,• or controlled by a j Doubled top plates, typical face nail .............. at 168--6. • Posts &beams N0. 1 Doubles top plates, lap splice:....... ...........8-16d 7. All walls to be 2 x 4 studs at 16" o.c. U.O.N.• dimmer.' "' Studs N0 . 2 Sills.& plates No. 2 HF Blocking between joists or:rafters... ................ ENERGY NOTES Outdoor: to top► plate, toenail. .. ... .3-8d Sills on concrete PTHF •• n 1. All permanent outdoor luminaries attached to the building must be Misc. framing not noted NO. 2 Rim joist to top plate, ersections. ............... at 6 0.c. 1. All exterior doors and windows shall be weatherstripped. high efficiency or controlled by a motion sensor and photocell. 3. Wood sills bearing concrete shall be bolted with anchor bolts Top plates, laps and intersections, face nai1............2-16d 2. All joints and penetrations in exterior walls,. floors andlceilin s bolts shall be within 128 of end Continuous header, j P 9' as noted on foundation plan, two pi.eces................:....16d at1611o.c. along each edge shall be caulked and sealed. of each'piece. Each sill shall receive at least two bolts. Ceiling joists -to plate, toenail..... ...3-8d. 3. Exterior wall to be insulated with R-13 at 2x4 walls, R-:19 at 2x6 Each bolt to receive a 2" x 28 x.3/168 sq. steel washer. This ''' '''' ''' ""' Continuous header to stud, toenail :.......................4-8d walls. Attic space to be insulated' with . R-38. Imsulation ' information will govern unless more stringent criteria 'is Ceilini joists, la over artitions, face nail...........3-16d HEATING, COOLING AIR CONDITIONING g 7 P P Certificate is required to be posted at the residence prior to the indicated on plans. �� Ceiling joists to parallel rafters, face nail..... .3-16d issuance of a Certificate of Occupancy. 4 Bolt holes in wood or steel shall, be .1/16 larger than bolts. •• ••3-8d 4. Exterior windows, and doors with glazing, shall have permanent NFRC , 1. The heat loss and `heat gain of the air conditioned portion of the 1af braceter - plate, toenail . . • • • • • • • • " ' • "il • - ..... • • • • g g P 5. All nuts shall be tightened when placed and re -tightened prior to each stud and late, face nail ................2-8d levels attached, U -values of doors or windows shall meet Title 24., -.'building shall be determined by a licensed heating and air ,. " '• P to application of finish or at completion of job. " " sheathing or less to each bearing, face nail ...... 2-8d calculations.conditioning. contractor or engineer. Such .person shall assume all 1 x 8� g g 6. Framing hardware shall be Simpson STRONG -TIE or approved Wider than 18 x 88 sheathing to each bearing, 5. Title 24 Installation Certification form CF -6R shall be posted responsibility for adequately heating and cooling the building. g g� P equal, with connectors as specified in Catalog NO.0-2005. face nail.........•... . ............3-8d prior to issuance of Certificate of Occupancy. - 2. The systems shall be properly balanced by the. Mechanical •••••••••-•••••-••••-•••• P P Y• Install connectors with nails and/or bolts as indicated in the Built-up corner studs... ......:..........:.-..16d at 24"o.c. 6. Ducts to be constructed per U.M.C. Insulate all ducts in contractor: P unconditioned space with R- 2 minimum insulation. This buildin 3. It shall be the responsibility of the Mechanical contractor to catalog. Built-up girder and beams ............ 20d at 32"o.c. at top and P g 7. Wall top plates shall have joints at a stud centerline. bottoms and staggered 2-20d at ends and at each splice incorporates HERS verified Duct Leakage. verify in bile field that -registers, ducts, etc. are not located so gg P 7. HERS required verification: This project requires field testing ao' to cause subsequent damages to structural members in the 2e pla:nks .............................. 2-16d at each bearing fram'n and/or verification by a certified home energy rater under the -framing. MANI)FACTORED TRUSS]BS supervision of a CEC-approved HERS provider using CEC approved 4. All HVAC registers & diffusers to have adjustable dampers. testingand/or verification methods and must be reported rnn the CF- - 5. All exhaust fans to have backdraft damper and a minimum of 4 full 1. Submit 165.20' p .plans and calculations to Architect and Building - air changes Per hour. Vent to outside air. � - - -- - -- -�- - - -- - - - -' 4R installation certificate. g P Department prior to installation. 8. Windows to be dual -glazed lowE2 with --vinyl frames. 2. Truss details and calculations for roof trusses shall be FINISH CARPENTRY prepared and signed by a California Registered Civil Engineer BLAZING'& WINDOW NOTES substantiating adequacy of trusses to support dead plus live 1. Perform all work necessary and required for -f nish woodwork loads. LOT 3 1. Doors, windows, and shower doors within• hazardous areas to be including, but limited to: A. Interior trim and millwork. L 44,015 S.P. -impact resistant glass. ,. � -(,AMINATED BEAMS 2. All glass less than 18" above adjacent walking surfaces • (or within ,, . B. Similar assemblies of finish wood. 5.61% COV. I I 248 radius of door jambs in closed position shall be fully C. Hanging interior door s. 1. Materials, manufacture and quality control of glued -laminated tempered. D. installation of manufactured items not specifically noted to beams 'shall be in accordance with ANSI/RITC A190.1- I 3. All window frames to beset in full bed of mastic. Lap building be installed by others. - Fabrication shall be in an approved fabricators shop. I 2. Materials: wrap over window flange except at sill. � � 2. Laminating combinations shall meet the requirements of A. Cleats and hook strips: Pine. ANSI/AITC A190.1, and shall provide the•design values equal to B. Closet shelves 1 x 12 pine. I ' DOOR AND HARDWARE NOTES P. or exceeding the values noted in table 23 -T -C-1,:1997 Uniform C. Windows to be trimmed in'wood at sill andainted. P • Building•Code for the appropriate combination noted on the 1: All exterior and interior door hardware to be as selected -by owner. 3. All millwork shall be fabricated and assembled from measurements plans. Unless otherwise noted, beams used for this project Exterior and interior hardware finish to be as selected bey owner. taken at the site. shall be 24F -V4, DF/DF. I I 2. Provide 1 1/2 pair butts per door. 4. Casing trim, Cleats, etc.: Apply with appropriate size nails 3. Glued -Laminated members shall bear a Quality Mark and a 3. Each door to be provided w/.door stop. countersunk and filled. All materials shall be applied to solid Certificate of Conformance must be provided to indicate I I I I backfin orapplied with appropriate fasteners. g PPconformance with ANSI/AITC A190.1. This Certificate of 1 I 5 All interior trim, 'casing etc. to be painted, finger -joint, verif''y inspector Conformance shall be submitted to the field ins P prior to with owner. completion of the framing inspection. 4. Glued -Laminated members used- in exterior applications and not nRYwAI'LyLNTILATION protected from moisture shall be Alaska .Yellow Cedar. 1. All gypsum board seams to be taped.•Texture walls and ceilings to Combination: 20F -V12 AC/AC, Fb=2000 psi, MOE=1,500,000 psi, fc 1. Provide attic ventilation at areas with attic. Venting to be I ( I match existing finish or with light knock -down finish typical (perp)=560 psi. ' at a ratio.of 1:300. At least 50* .of the required vent area U.N.O. shall be provided by attic vents located at least 3 ft. above I 2. Cut all openings for outlets, switches etc., score & knock -out the eave vents with the balance -of the required ventilation l (E)LEACH method will not be used.• provided by the eave vents. PLYWOOD NOTES 3. Gypsum board to be painted with primer coat prior to texturing. MELDS-�- Wr all windows 3 sides with sum board. ---"-- -- 1. GENERAL PROVISIONS + I 4. Wrap 9YP _ A. Identification requirements- h I 5. Fasteners shall conform with UBC table 25 G and shall be applied in eac panel shall be such a manner as not to fracture the face paper with the fastener identified with the appropriate trademark of the American inch from edges DESIGN LOADS Pl ood Association and shall meet the requirements of I i head. Fasteners shall be spaced a minimum of 3/8 g Yw � � ( I (N) GONG. PATIO and ends. Zone 3 the latest edition of U.S. Product Standard PS -1 or one 6. All edges and ends shall occur on the framing members, except those Seismic::::::::::• B. 75 MPH ' '' of APA's Performance .Standards. edges and ends which are perpendicular to the framing members-. Wind.. B. Panel tHickness, grade and Group number or span -rating p Floor Live Load....... .............. n/a PSF I Roof Live Load ...............:.... ...16 PSF shall.be at least equal to that shown on the drawings. �- PAINTING Application shall be in accordance with recommendations o y N of the American Plywood Association: ,- I (E) SEPTIC, . CONCRRTE NOTES � TANKool 1. Perform all work necessary and required for completion of the C. Nails at plywood panels shall have 3/88 edge distance and d project as required to complete the finishing of the building. 1. Concrete shall have a minimum compressive strength at 28 days nail heads shall not penetrate face ply. I Painting of electrical work in finished areas of the building and and a maximum slump of: D. Plywood panels shall butt at centerline of single access doors is included. a su ortin member with ed 2. No painting or finishing shall be started until the surfaces to be Strength. ..2500 psi. slump expose PP g edge nailing from each panel into ( I _� PROp05�D � I I P g g 2 Construction joints shall be prepared toclean, Solidlythat member. painted or finished are in proper condition in every respect. embedded aggregate over the entire joint interface. E.' -No piece of plywood, floor, or wall sheathing shall be - �1DD�T�n5 Application of first coat shall constitute acceptance. 3• Placement of pipes,60nduits, or other embedded, items in the less than 12" in least dimension. n and dusted clean. Putt <all nail I I 3. Wood surfaces shall be sanded a Y concrete shall be in accordance with these Drawings. 2- ROOF SHEATHING holes cracks, etc. 'after first prime coat. Contraction- -in slaba,- shall be so placed that the A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, 4 . .Cont joints'/ 4: Leave all glass areas, stucco surfaces, floors walks, hardware, and maximum.'dimens�.on and area of any section do not exceed 30-_si.ze & nailing as per drawings. Install with the long an other surfaces clean and free of paint, stain, spatterings, 0 s are feet, respectively. -- 'dimension of the panel' across supports, except where I - Y feet and 60 square +/- 66 Oil smears, smudges which are the result of these operations. Replace ; 5. Structural steel'shapes,-tubes and pipes embedded in concrete noted, and with panel continuous over two or more spans. any glass damaged in any way. shall have a minimum of 3" concrete cover. Allow 1/8" spacing at panel ends, and 1/4" spacing at I (E) 3 UR 51DENCE 6: Bottoms of all footings -shall -res panel firm, undisturbed soil,- panel edges. 3. SHEARWALLS CARPMinimu / m depth ib'noted on Drawings. A. Panel wall sheathing shall be APA -RATED SHEATHING EXP 1, I FT 1. No carpet shall be laid until surfaces -to receive it conform to the _ size & nailing per drawings. Allow -1/811 spacing at all manufacturer's specifications. panel end and edge joints. 2 Carpet shall be installed wall to wall, smooth and free from I (E) GONG. DRIVEWAY • I I wrinkles, frays,, lumps or other defects. � REINFORCING STEEL 3. Carpets to be selected by owner. I � I 1.' Reinforcing steel at foundation footings to conform to ASTM (E) WATER HALL I FIR$ STOP NOTES A615 and be intermediate grade deformed bars - type N, grade 1. Fire -stopping shall be provided to cut off all concealied draft Reinforcing steel at retainingwalls to conform to ASTM A615, openings (both vertical and horizontal) and shall form a barrier including supplement. All bas shall be new stock deformed I and roof space, and in the following specific , between a top story a p bars, grade 40 -for #k3 bars, grade 60 for #4 and larger bars, I I locations: typical unless otherwise noted. Bars to be welded shall I A. in exterior or interior stud walls, at -ceilings. conform to ASTM 706. B.. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is diameters.. iameters. 2. Unless noted, reinforcement bars to be la PP ed minimum 40 bar s, (E) GONG. not over 10 feet. 3. Bends in reinforcement shall be in accordance with ACI 318-89. C. Any other locations not specifically mentioned above„ such as 4- All dimensions shown for locations of reinforcin steel are to holes for pipes, shafting, behind furring strips and similar g face of bar and denote clear coverage. Unless specifically ' places which could afford a passage for flames. noted otherwise* concrete covers e,shall be 38 where concrete 2. Penetrations of rated assemblies shall be fire -stopped. Fire ' g stopping shall be an approved material as prescribed by' the State is placed directly against earth, and 2" where concrete•is exposed to earth but -is against forms. Slabs on grade shall Fire Marshall'. have reinforcing at mid -depth unless otherwise noted. \ APPROVED O Butte Coun y -- - - 5. Splices in continuous reinforcing shall have a lap of 40 bar Environ n al a !th diameters minimum in concrete construction except where shown - ,. otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. t 16520' u e ELECTRICAL NOTES 1. Electrical contractor to verify all fixture and device locations NEN FOSTER FLAGE ignature with Owner. 2. Electrical contractor shall pre -wire for telephones andT.V. outlets. -- - 3. Smoke detectors shall be provided in compliance with local !building I code as shown on drawings, direct wire w/ battery backup 51 TE PLAN 4. Electrician shall install all built-inappliances. 20'-O" 5. Provide arc fault circuit breakers at the main panel for all 5G. I" = bedroom outlet circuits. , Revisions: mood rAA p � c in �CV�5 0/0M)C W � N �0Cf) � 0 ��a Q tL a, Eli � 4t U)0) w¢ U O �Q Lo U V mU Date: 5/15/06 Drawn: NAME Job no.: 06-046 Sheet: of: M \G�S�D ARCy�l� s * 186 3 REN FF- cimkA 3.� IL ~ LU C^k LL tu 0 Z LU C� m Date: 5/15/06 Drawn: NAME Job no.: 06-046 Sheet: of: M 9. ��fl 0 to i ID 0 N 0 6 aNi rn 3 La o' In c 3 to x CL) �o L 5HEAR 50HEDUL MARK SHEARWALL BRACED WALL PANEL DESCRIPTION 0 Oj 3/b" COX PLYWOOD WITH ad MAILS AT 6" O.G. EDGE 4 12" O.G. FIELD. 0 3/b" COX PLYWOOD WITH ad MAILS AT 4 O.G. EDGE # 12" O.G. FIELD Q 3/b' COX PLYWOOD WITH ad NAILS AT 3" O.G. EDGE 4 12" O.G. FIELD 1/2" COX PLYWOOD WITH IOd RAILS AT b" O.G. EDGE 4 12" O.G. FIELD 0 1/2" COX PLYWOOD WITH IOd MAILS AT 4" O.G. EDGE 4 12" O.G. FIELD © 1/2" COX PLYWOOD WITH IOd MAILS AT 3" O.G. EDGE 4 12" O.G. FIELD Q O 1/2" GYPSUM WALLBOARD WITH 5d NAILS AT 1" O.G. E06E t FIELD UNBL.OGKED ® Oa 5/b" 6YP5UM WALLBOARD WITH 6d NAILS AT 1" O.G. EDGE 4 FIELD UNBLOCKED ® O 1/a" GEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH {WITH NO. 16 GAGE 5TAPLE5,1/5" L E6 AT 6" OG A IO 5/6" T-1-11 PLYWOOD 5101NO W/ IOd NAILS AT 6" O.G. EDGE 4 12" O.G. FIELD II II SIMPLEX'THERMO-PLY' STRUCTURAL (RED) 514767. (0.115 INCH THICKNE55) W/ NO. 16 6A. 6ALV. 5TAPLE5 (7/16" GROWN, 1-1/4" LE65) OR LAR6iE FLAT- HEAD, NO. II 6A. GALV. ROOFIIN6 NAILS (1-1/4" LONG) AT 3" AND 6" OG ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCM OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION RIEOUIREMENT5 FOR THE SPECIFIC, SHEATHING MATERIALS. BRACED WALL PANEL SOLE PLATES SHALL BE FASTENED 70 SLAB AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ,ABOVE. WHERE J015T5 ARE PERPENDICULAR TO BRACED WALL LIMES ABOVE, BLOGKIN6 SHALL BE PROVIDED IN LINE WITH THE BRACED WALL PANEL *USE 3x FRAMING MEMBERS MIN. AT ALL ABUTTING PLYW000 PANELS, HORIZONTAL OR VERTICAL Q ° 6A B ---------- o Iq'-b" VAULT q b" BALOON FRAME WALL Po I ( (N) COVERED PATIO I /oma �FROM SLAB TO BOT. PLASTER SOFFIT L=3': "I" I 6q e.�� L=5'-4 1/2" L=5'-4 SCISSOR TRU55. L=5'-4 1/2" 6020 ARCH F.G. I 6020 ARCH F.6. I SGy,� �+ 6020) ARCH F.G. 6020 ARCH F.G. W — — — 6060 SL. 6L. DR. 6060 5L. M. DR. _ _ _ _ — - — 6068 5L. 6L. DR. 6060 SL. 6L. DR. — — — — — n 2x6 /q �� �'ry+ 'L'ry� 'L'ry+j� �'•'y �`•�+ �'L•� 0ry•� I I I v WALL. N Ppt TIOO RACOON FRAME WALL In QiPLASTER 2x6 WALL. G o FROM SLAB TO BOT. p SOFFIT OF SCISSOR TRU55. 6 (N) FAMILY ROOM 6060 S . GL. DR. I (N) MA5TEIR SUITE VAULT i VAULT Qi II I I I SOI 2x6 WALL. O A I I II0�' N OOK 6 - 0`'' L=4'-411 , CL 6. BREAK I +fie 6`�5��� L=0'-0" � I II REMOVE (E) WIMIDOWS AND _-. _.._ ._, 5H. � DBL .+ :y+ .+7;z 7- - - REMOVE (E) b �V ���\ (N) ABI MY 5 B 3• DOOR 2460 I,,t 41 (N) CLOSET o I �' � o (E) BEDROOM #2 r .. _..... _ __w 5H. oBL �.- + -- (N) CABINETS RELOCATE (E) SINK, I (E) CABINETS n v DI5HWA5HER, AND (E) MA5TER SUITE (E) CLOSET I c'Avt � � TRASH COMPACTOR i� ZWK 'c flon i -------- {- I (E) CABINETS ri n ( i (E) GREAT ROOM E KITCHEN -- LINEN }- — — — LINEN STOFZA6E E BATH #2 • 0 E M. BATH (E) 5ERVING BAR E BATH I I _ O I I I I (E) PANTRY I _ LAUNDRY (E) BEDROOM #3 1 E FOYER -Q- �- - - � DINING O i 1 (E)sm� E DEN - ------------ (E) COVERED ENTRY NOTE: ENERGY aALCULATIONS 5HON A SEER 13 CONDITIONER WITH h THERM05TTATIG EXPAN51ON VALVE (TXV), AND h FURNACE WITH h is AFUE. 'THESE ARE MODELING ASSUMPTIONS ONLY AND ARE NOT Z EARA 6E TO BE INSTALLED. t pmc OLU� SCALE: 1/4' = 1'-0' (E) RESIDENCE: 2,132 S.F. LO Au I I� o PPROVED Atte (N) RESIDENCE: 3,211 S.F. N Q o Nrn5 � Buutte coonn Co (N) COV'D PATIO 151 S.F. ( N 00 c CO c c� U E r I--------- Signature U FLOOR FLAN pmc OLU� SCALE: 1/4' = 1'-0' (E) RESIDENCE: 2,132 S.F. LO (N) ADDITION: 1,15q S.F. I I� o PPROVED Atte (N) RESIDENCE: 3,211 S.F. N Q o Nrn5 � Buutte coonn Co (N) COV'D PATIO 151 S.F. ( Environ nhl th 00 I � �(y) Qrn LO e r I--------- Signature Revisions: 14, * No. 8693 REN 0� pmc OLU� LO O I� o a N Q o Nrn5 � 07 .9 00 L-0 �(y) Qrn LO LU D v�1 to w ¢� �rn W U O RN U �J om U 14, * No. 8693 REN 0� OLU� LL O � � LU D Date: 5/15/06 Drawn: AV, AK Job no.: 06-046 Sheet: of.