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HomeMy WebLinkAbout039-410-075BUTTE 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: 90 OLD CHICO WAY Owner: Permit No: B08-0400 APN: 039-410-075 POLITO, DAVID Issued Date: 04/11/2008 By KCG Permit type: MISCELLANEOUS 90 OLD CHICO WAY Subtype: Patio Cover/Cvd Pch CHICO, CA 95928 Expiration Date: 04/11/2009 Description: ATTACHED PATIO COVER (234) (530) 343-2872 Occupancy: Zoning: Contractor Applicant: Square Footage: ULTIMATE PLUS POLITO, DAVID Building Garage Remdl/Addn 3176 HWY- 32 90 OLD CHICO WAY CHICO, CA 95973 CHICO, CA 95928 Other Porch/Patio Total (530) 342-3052 ' (530) 343-2872 234 234 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: B6597 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 ULTIMATE PLUS 526919 / B / 06/30/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 04/11/2008 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 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 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 01 the Labor Code, for the performance of the work for which this permit is issued. b 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. State Fund policy Number: 713-0019367 Exp. Date:05/0112008 Contractors License Law.). This section need not a completed if the permit is for one undre dollars ($100) or ess. ❑ 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 an arson in any manner so as to become subject to the Workers' Compensation Laws of Calif mi and agree that if I should become subject to the workers' X 04/11/2008 compensatio revisions o Se on 3700 of the Labor Code, I shall forthwith comply with those Owner's ignature Date provisio X 04/11/2008 I hereby certify that I have read this application and state that the above information is cored. 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, indemnity, 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 by, 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 that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupan o ny sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. to ent above mentioned property for inspection purposes. I hereby certify that I am the pr a r am authorized to act on the property fs behalf. 04/11/2008 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) rurOwner Contractor OR. E]Agent for Owner Agent for Contractor Llni 1:1Lender's FILE COPY Address City State Zip Z), ?319 BUTTE COUNT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. ust,f6,b BIN # "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 ?t—, I, I f First Name,—);v I� I Mailing Address '?D Opo CKl4O C_)� City rit I Fax _ S� State4 Zipffue. Phone .L�,3 _ Z� ✓ Fax E-mail I�N�T� t. tTb �c 6l���. /��T CONTRACTOR Name bt-f/ &A i fL j5 Address a( i/�b Z �Z City I Stat L41 I Ziwgl3 Phone a��_�Z Fax _ S� E-mail tic: # �JIZ Class APPLICANT INFORMATION _ -" - - ARCHITECT/ENGINEER Name 0 AddressLe U cill E-mail e Zip Phone Fax E-mail State Lies b, APPLICANT INFORMATION Name ni.4 Address City State Zip Phone Fax E-mail PP (CANT SIGNATURE X PROJECT LOCATION AP# C) {q — y(j) _ Property Address D City c • t WORKER'S COMPENSATION I Policy Number Carrier IIf hiring anyone other than licensed 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: OL)r,L 12'60 MIZLO ca die Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ?�o ElProposed Change of O (Note previous use): For office use only: Zoning Flood Zone A I I SRA I YesNo Occ. ype onst. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR 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. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/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: B08-0400 Location: 90 OLD CHICO WAY Parcel Number: 039-410-075 Date: 03/07/2008 Owner Name: POLITO, DAVID Phone: (530) 343-2872 iption: ATTACHED PATIO CO Signature of Applicant: FILE Date: 03/07/2008 200' TOTAL (E) LEACH LINES — (; 50' — 3. 31 so' st * 50. 4�Q" i(EJ SEPTIC TANK— BUILDING ANK BUILDING PERMIT# 016- O yo0 NAP ROYAL ASSESSOR;s PLANNI C DIVISION • 6 PARCEL# 039-910— 0 i f T T I U E COUN u t e Parkir>�:.._-�=a. L�nd�>��ing,.�:•...----- �/.IL®ING I'�l ISIOK Other) __ PR® ED Sign ure: y�/�� J . I THE 2007 CBC, CMC, CPC, i CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS i AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. PLOOD ZONE. rIomE SITE PLAN - A-20' N RTH SCALEX-20' ARCHITECT: OWNER INFO: SITZ INFO• DAVID d JULIE POLITO ' GREGORY A. P E I T Z -:< ao OLD GHIGO WAY G ARCHITECT CHICO. CA 03q -410-o75 m61iAAw ab.cti ssaa mau ''h 343-2612 BUTTE GOUNIY. CALIF. CELLe 226-2612 FILE COPY Monday, September 24, 2007 Subject: Engineer of Record Attention: Building Official Gentlemen, This is to inform you that Fox Engineering Inc., shall remain as "Engineer of Record". for the following SPA plans: I. SPA # 88-56 40 Mobile Home Porch 2. SPA # 88-60 1 10 Patio Patio/Carport Awning (3:: SPA SSB= -7.2 uIO WWDx. att ce�Pat o over t4: -SPA;#_,88=73-- -1.0 *W�S.oTid Patio--Covei) _ 5. 1 SPA # 88-74 10 Patio Enclosure 7"vo Our stamp has recently been renewed, with an expiration date of 9/30/2009. If you have any questions or comments, please contact meat the numbers provided. Cc YrC .A.UY, Gregory . Fox Vice President �eppF r''No.21543 z Exp.9-30-2009 m a 8060 Telegraph Rd. (562) 806-1337 Downey, CA 90240 Email: foxeng@hotmail.com Fax: 927-2509 Al ER -2640P GENERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 12•• MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UNDISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F 5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED. RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C, UNLESS OTHERWISE NOTED. 6. ALUMINUM FASTENERS SHALL BE 2024-T4, ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM. 7. EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS: 6. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER. DESIGN LOADS AND ENCLOSABILITY. x ® +�� �•- \ 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING. FOOTING DETAIL, ETC. 10. OPEN RUJECTION AREAPATIO OFCOVER THE LATTICE, RAFTERS, BEAMENCLOSED , ETICHPERANY I.C.C.TYPE CORITERI SOLID MATERIAL. AND THE DES IGN LOADS HAVE ONLY BEEN APPLIED fTQO THE HORIZONTAL �1 r i a "� 11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. SPG?//C.l� "— `' a- Q. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 19k -_UBC. -?3 3 13. THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 ✓i 11.1.2. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER 1MSE NOTED /PROFESS/ON9 ,P .ES G. F G) J Z NO. 21543 m EXP.9-30-2007 S� CIVIL �Q OF CANO' I.C.C. E.S. EVALUATION DRAWN B23 K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11272002 P JAMES G. FOX, CIVIL ENGINEER 10, 20 8 30 psl DURALUM PRODUCTS. INC. TSHEET OF30 SCAIE:NONE - � 6060 TELEGRAPH RD., DOVJNEY, CA 90240 GENERAL NOTES HORIZ.WIND= 8269 ALPINE AVE., SACRMAENTO,CA 95826ER-2640P e w. crmam. REVISED BY: K.K. 8 D.P. 562 806-.1737 FAX:927-2509 loxen (�ilholmailxom 70, 90 8 110 MPH (916) 452.7021 FAX 403-1519 salesoCumIum.com ALUMINUM ROOF PANEL 1 SEE SCHEDULE FOR SPANS O.H. VARIES. SEE SCHEDULE SEE DETAIL FOR SPLICE 1 12" SO. SCROLL POSTS 3 12" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAIL — FOOTING WHERE REQUIRED ._/ SEE SCHEDULE FOR FOOTING CUBE SIZE SOLID PATIO TYPES 7 �B VC�RE C ECEc� _ tW NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM CENG7h CK S SEE SCHEDULE PANEL O.H. 7RUC�RE t A9 FOR SPANS (Mq yNOT BE E/VQ O OPTIONAL: O.H. SPAN SEp) O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SEE SCHEDULE R ENGINEERING INC. III LIVE LOAD= POST Sp SEESCHEQ� OPTIONAL: CANTIL SQ. POSTS, SIZE VARIES JAMES G. FOX, CIVIL ENGINEER SINGLE POST SE E SCHEDULE R SEE SCHEDULE ES ER -2640P8060 POST SPACING x TELEGRAPH RD., DOWNEY, CA 90240 POST D AT END BIS. HORIZ.WIND= OH' 3 12" SLAB SED BY: K.K. 8 D.P. 72J'OSTSp MAYBE USED ALTERNATE: (916) 452-7021 FAX 403-1519 sales@duralum.com C TO CONSTRAIN SINGLE POST gGq/G FOOTING, SEE SEE SCHEDULE SCHEDULE O SPLICE AT THIS POSTNOTE D AT END BAYS. BEAM FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1l2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING VV/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O.H. VARIES. SEE SCHEDULE SEE DETAIL FOR SPLICE 1 12" SO. SCROLL POSTS 3 12" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAIL — FOOTING WHERE REQUIRED _l/ SEE SCHEDULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL SEE SCHEDULE — FOR SPANS OPTIONAL: O.H. VARIES. SEE SCHEDULE SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES 3 12" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE ALTERNATE: SINGLE POST SEE SCHEDULE ULTI -NO. 21543 EXP, 9,142007 q'Np SI♦ n S7R(/C �E pRO C nON F EN S N� aOSED OPTIONAL CANTILEVER SEE SCHEDULE FOR POST, SPACING I V V 7 SAONG W 111 � NOTE: O SPLICE AT THIS \ POST AND AT END BAYS NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. W/CANTILEVER OPTION CENG7N OF H. 1RUC�RE Vg4lES (Mqy NOTBE ENCO'SEO1 I E SCHE�UCE3 SEE SCHEDULE R ENGINEERING INC. ST SPACING LIVE LOAD= 0.7.) 72 pOST'SP�/ ALTERNATE: JAMES G. FOX, CIVIL ENGINEER SINGLE POST 10, 208 ]0 psl SEE SCHEDULE SHEET ER -2640P8060 NOTE: 10 SPLICE AT TH S x TELEGRAPH RD., DOWNEY, CA 90240 POST D AT END BIS. FOOTINGWHERE REQUIRED --l/ SEE SCHEDULE FOR FOOTING CUBE SIZE � /'N � ' nN H 9[ O ENT IS IfBT `�j 4 � 1/2 x 9" STEEL ROD C , NG L WIT ANY OTHEk." Y Tf NTE,j "LESS OTHERWISE SHa WN; ! J �II, TYPE "D" FREESTANDING MULTISPAN W/CANTI'I`FVFR nP.TlnN I.C.C. E.S. EVALUATIONFOX BY; K.N. ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER T."Ap-TAEr,l1232002 JAMES G. FOX, CIVIL ENGINEER 10, 208 ]0 psl DURALUM PRODUCTS, INC. SHEET ER -2640P8060 E:NONE x TELEGRAPH RD., DOWNEY, CA 90240 HORIZ.WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 2OF30 SED BY: K.K. 8 D.P. (562) 806-1337 FAX:927.2509 lox eng(5?holmail.com 70,908 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com ,A RAFTER, SEE TABLE FOR SIZE AND SPACING \ MAX. PROD. SEESCHEDULE MAX. O.H. I- SEESCHEDULE LENGTH OF STRUCTURE VARIES TY f" OPEN LATTICE PES ~..; F'I7S MA%. PROD. n1Y; SEE SCNEDULE BC20 H'C !TOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. \ RAFTER. SEE TABLE FOR SIZE it AND SPACING MAX. PROD. SEESCHEOU RAFTER,SEETABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES !TOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAYH2 BF.ENCLOSED. A�JSa SEE POST DETAIL. NOTE: EACH COMPONENT IS INTER- �C MAY BE USED MAY BE ED CHANGEABLE WITH ANY OTHERFJ� TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. tF L^ , J FOOTING. SEE j\'\ SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTINGNNERE REOVIREO SCALE: NTS SEE SCHED.FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE 'POST HEIGHT SEE SCHEOULI LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FEID EB+ TYPE IIF" ATTACHED M I. 21547 m 9.30.2007 A h1AX. PR J. CIVIL p SEESCHEDULE RAFTER.SEETABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES POST WITH SIDE. VPL-AllllEEOT IL AB ATTACHMENT USED"ERE ED. EDULE FOOTING—ERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE AN LATTICE STRUCTURE ` Lf 'xf T ITlNIS OPEIIUTTICE.TYP.E.SJRt•1C7URE2 ` Y+' MAy NOT BE ENCLOSED. 1 NVOK J� POST CROSS-SECTION. OST WITH SIDE• LIVE LOAD= SEE POST DETAIL SHEET REPORT NUMBER PLATESSEEDEETAM JAMES G. FOX, CIVIL ENGINEER MAY BE USED NOTE: EACH COMPONENT IS INTER- �j. TO CONSTRAIN CHANGEABLE WITH ANY OTHEReJ. I sc �eoULESEE 3I? SLABATTACHMEIN NOTE: EACH COMPONENT IS INTER- r h1AY BE USED VNERE CHANGEABLE WITH ANY OTHER s> �FJh7lF PER kil"ED. COMPONTENT UNLESS OTHERWISE SHOWN. 70, 90 8 110 MPH I SEE SCHEDULE FOOTNlG WHERE REQUIRED. SEE SCHED. FOR FOOTING CURE SIZE OPEN LATTICE -TYPE PATIO COVER NOT THIS OPEN LATTICE•TYPE STRUCTURE .SCALE: NTS ^tip„!AY!IO�TBE ENCLOSED. -'TYPE "E” ATTACHED SINGLE SPAN LATTICE STRUCTURE } MAX. PROD. SEESCHEOU RAFTER,SEETABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES !TOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAYH2 BF.ENCLOSED. A�JSa SEE POST DETAIL. NOTE: EACH COMPONENT IS INTER- �C MAY BE USED MAY BE ED CHANGEABLE WITH ANY OTHERFJ� TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. tF L^ , J FOOTING. SEE j\'\ SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTINGNNERE REOVIREO SCALE: NTS SEE SCHED.FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE 'POST HEIGHT SEE SCHEOULI LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FEID EB+ TYPE IIF" ATTACHED M I. 21547 m 9.30.2007 A h1AX. PR J. CIVIL p SEESCHEDULE RAFTER.SEETABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES POST WITH SIDE. VPL-AllllEEOT IL AB ATTACHMENT USED"ERE ED. EDULE FOOTING—ERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE AN LATTICE STRUCTURE ` Lf 'xf T ITlNIS OPEIIUTTICE.TYP.E.SJRt•1C7URE2 ` Y+' MAy NOT BE ENCLOSED. 1 NVOK I.C.C. E.S: EVALUATION J� POST CROSS-SECTION. �J LIVE LOAD= SEE POST DETAIL SHEET REPORT NUMBER 3 1? SLAB JAMES G. FOX, CIVIL ENGINEER MAY BE USED NOTE: EACH COMPONENT IS INTER- �j. TO CONSTRAIN CHANGEABLE WITH ANY OTHEReJ. I sc �eoULESEE COMPONTENT UNLESS OTHERWISE SHOWN. E FOOTINGVJHEREREOUIRED 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SEE SCHED. FOR FOOTING CUBE S1ZE TYPE "HAI FREESTANDING MULTISPAN I,.A TICF_ STRUCTURE I.C.C. E.S: EVALUATION DRAVVNBY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 71872002 JAMES G. FOX, CIVIL ENGINEER 10, 20 8 30 psl DURALUM PRODUCTS, INC. 3 OF 30 3No ER -2640P SCALE: NONE X 8060 TELEGRAPH RD., DOWNEY. CA 90240 HORIZ. NAND= 8269 ALPINE AVE.. SACRAMENTO, CA 95826 oTmalr� REVISED BY: K.K. S D.P. (562) 806-1337 FAX:927-2509 Ioxong@holmail.conl 70, 90 8 110 MPH (916) 452-7021 FAX 40}1519 sales�Dumlum.com PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS 25" +I T=SEE TAB( .4040" 1751- 77 .09R. (I.S) 25'• 67" s 40' f ALL UNMARKED RADII .06R -t t 1.125• (1so1° 2.46" 1.70" _ q0' 2 5" _ 4D 25"1 45° N N T=SEETA9lE11EL01 TYP. 1.48. 40" 0 5 .40" .35" 1,92" 75' y 75' 1.92" 1s 3.00" I-- 4.50" - 4.50" -�- 4.50" - 4.50" 3.00" 7.25" 24.00" r ALUM. ALLOY 3004-H36 OR EQUAL 12, ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -'V" PAN 8"x2 112" FLAT PAN W/(2) -V'S 12" x 3 112" W PANEL L.L.= PANEL"T' 70 MPH 90 MPH 110 MPH 'T' 70 MPH 90 MPH 110 MPH 'T' 70 MPH 90 MPH 110 MPH (PSF) (IN.) SPAN O.H. SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN O.H. 10 .018 12'_1" 4'-0" 12' 1" 4'-0" 8'-0" 2'-6" .020 12'-10" 4'-2" 10'-5" 3'-T' 8'-4" 2'-11" .020 15'_9" 5'-6" 12•_9.. 4'-5" 10'-3" 3'-T' .024 15'-0" 5'-2" 14'_0" 4'_8" 91_0" 31_01' .024 14'-1" 4'-7" 13'-2" 4'4" 10'-7" T-8" ].032 19'-D" 6'-6" 15'-7' 5'-5" 12'-6" 4'-4" .032 1T-0" 5'-11" 1T-0" 5'-8" 10'-0" 3'-6" .032 15-5" 5'-1" 15'-5" 5'-1" 15'-0" 4'-11" 20'-6" T-2" 14'-9" 5'-1" 12'_2" 4'_3" .040 16'_7" 5'-5" 16•_7, 5'-5" 16'_5" 5'-5" .040 22'.9" T-11" 16'_5, 5'-9" 13'-6" 4'-8" 20 .018 9,-2,• 3.-2„ 8,.9., 3,-0" 8,-0„ 2'.6" .020 9'-10" 3'-2" 9'-101. 3'-2" 8,4„ 2,-9" .020 12'-0„ 4,-2,. 17-0" 4,-2,. 12'-0" 4,-2„ .024 10'-8" 3'-8" 10'4" 3'4" 91-0" 3'-0" .024 111-311 T-8" 11•_3., 3'$' 10'-7" T-5" .024 14'-0' W-10" 14'_0" 4'-10" 14'-0" 4'-10" .032 13'-3" 4'-6" 11'-9" 3'-6" 10'-0" S-6" .032 12'4" 4'-0" 12'4" 4'-0" 12'4" 4'-0" .032 16-0" 5'-T' 16'-0" 5'-7' 16'•0" 6-7' .040 13'-3" 4'4" 13'-3" 4'4" 13'-3" 4'-4" .040 17'-0" 5'-11" 1T-0" 5'-11" 1T-0" 5'-11" 30 .018 T-6„ 2,-6„ T-6„ 2,-8„ 8'.0" 2'-6" .020 8--1,- 2.-0„ 81-11, 2'.8" 8'-1" 2'-8' .020 101_0., 3'-6" 10.-01, T-6" 101_0" 31-01. .024 91-01 3'-0" 9'-0" 2'-11" 9'-0" T-0" .024 9'4'• 3'-1" 9'4" 3--1" 9'4" 3'4" .024 12,_0" 4'-2" 12'_0" 4'-2" 12'-0" 4'-2" .032 10'-10" T-8" 10'-10" 3'-9" 10'-0" 3'-6" .032 10'-10" 3'-T' 10'-10" 3'-7" 10'-10" 3'-T' .032 14'-0" 4'-10" 14'-0" 4'-10" 12'-6" 4'4" &w'N.. S G.,.040 11'_8„ 3'-10" 11' 8" T-10" 11'-8" 3'-10" .040 14'-6" 5'-1" 14'_6" 5'-1" 14'_6" 5'-1 21543 m EXP. 1 , _. I.C.C. E.S. EVALUATION ORA WN BY: K.K. ,.�L FOX ENGINEERING INC. LI VE LOAD- PATIO COVER SYSTEMgS� ic-Vyi SET REPORT NUMBER ER -2640P DATE: 11232002 SCALE: NONE JAMES G.FOX, CIVIL ENGINEER G 8060 TELEGRAPH RD.. DOWNEY, CA 90240 PANEL SPANS 10, 20830 ps1 HOR12. WIND ° DURALUM PR090ty+S, Ijj�J'�'L�.� (ff UL's 8269 ALPINE AVE., SACRAMENTO, CA 95826 4 F 30 REVISED BY: K.K. 8 D.P. (562) 806-1337 FAX:927.2509 I.t en9�lhoI-.Le°m i0. 90 8 1101dPH Jrn w. (916) 452-7021 FAX 403-1519 sales@oumlum com PANELFASTENERS 24" 24" TRI --"V" PAN L.L.= PSF 70- MPH 90- MPH 110- MPH 10 #8 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. 12" X 3 112" W PANEL L:L.= PSF 70- MPH 90- MPH 110- MPH 10 #8 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 70/90/110 MPH 750" 300" .240"' 07 N SKYLIGHT DETAIL 12' HEIGHTS .075" --1 .860" 1-- 265" . I .f40" 6.00" E L.L.= 8" PANEL SPANS OPTIXo PRODUCTS ACRYLIC PER t=.020" R9.250 I.C.C. E.R. 5411 OR EQUAL t=.032" t=.040" pgOFESS1a4 NESC,p S 4u )P i. C 10'-2" m NO. 21513 13'-4" 14'-7" EXP. 0.30.200! p 8'-10" 10'-3" 11'-4" 12'-3" 30 SPANS FOR 8"x 2 1l2" 8'-4" S O SKYLIGHT PANELS 562 806.1337 FAX:927.2509 loxen aholmnil.eom "TeOFuU5,; SCHEDULE OF ALLOWABL FLAT PANEL ADJACENT T L.L.= 8" PANEL SPANS vvfnly 90- MPM t=.020" t=.024" t=.032" t=.040" 10 10'-2" 12'-9" 13'-4" 14'-7" 20 8'-10" 10'-3" 11'-4" 12'-3" 30 T-1" 8'-4" 9'-10" 10'-8" USE AMAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANEI-Sr -ju i COUNTY 8.00• ' V. L.L.= PSF.: AP§�JP15 -. 70- MPH l' vvfnly 90- MPM 110- MPH 10 t #8 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. 8"x2 1/2" FLAT PAN W/(2) -V'S I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11/232002 JAMES G. FOX, CIVIL ENGINEER 10, "I"8 30 psl DURALUM PRODUCTS. INC. SOF 30 ER -2640P SCALE:NONE E 8060 TELEGRAPH RD.. DOWNEY. CA 90240 PANELFASTENERS HORIZ. IMND= 8269 ALPINE AVE.. SACRAMENTO, CA 95826 uolom� REVISED BY: K.K. 11 D.P. 562 806.1337 FAX:927.2509 loxen aholmnil.eom 70, 90 8 110lAPH (916) 452.7021 FAX 403-1519 sales(dJoumlum.com'� RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 121 HEIGHTS ALUM. ALLOY 3004-H36 I I I 2- 6.5' OR EQUAL (—I.fAX. —I 2' Imo— 6.5' 7+1 J.0- 18.0' p0.0PES910N ALUM. ALLOY 300LH36 I Q� 1P14ES G.p .1. y ALUM. ALLOY 3004-H36 ,024' 020- OR EQUAL .042_ i OR EQUAL .032' NO. 21543 .032' EXP. 9,10.2007 sr Cl%u r 2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L.L.= RAFTER'T' 16" O.C. 24" O.C. T, 16" O.C. 24" O.C. ,T, 16" O.C. 24" O.C. (PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN 0.11. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. .024 15.-0.. 4'-0" 14'-0" W-0" .024 21'-0" 4'-0" IT -4" 4'-0" .042 21'-0" 4'-0" 21,-0" 4'-0" 10 .032 19'-0" 4'.0" 181_0" 4'-0" .032. 21' 0" 4%0" 20'_2" 4'-U' 20 024 101-8" 3'-B" 9'-0" 3'-O" .024 14'_0" 4'-0" 12'-3" 4'-0" .042 19.6" 4'-0" 1T-1" 4'-0" .032 14'-0" 4'-0" 12'-1" 4'-0" .032 19'-0" 4'-0" 16-6" 4'-0" 30 024 8'-10" 3'-0" T-8" 2'-6" .024 13'-2" 4'-0" 10'-6" 3'-8" .042 1 T-0" 4'-0" 14'-3" 4%0" .032 11'-10" 3'-10" 10'-10" 3'-5" 032 16-0"4'-0" 12'-3" 4'-0" TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) PROJECTION O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SPAN O.H. 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 10 V 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 2 h 3' — 7 7 8 8 9 1 9 10 10 11 11 12 12 13 13 13 TRIBUTARY TRIBUTARY= O.H. 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 14 WIDTH 12 SPAN t 5' — — — — — 11 11 12 12 13 13 hC� 1�4(( 5��j15 6' — — — — — — — 13 13 14 14j, 15. V d5, 16 169,, Il6 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 7 15 X15"7 •161- 16 j 17 -..17--.. 17 EQUAL TO CENTER SPAN TO CENTER SPAN 8' )� • • ~ „ �1j�1� -1 18 I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 ,LAMES G. Fox, CIVIL ENGINEER 20 6 30 psi DURAL PRODUCTS. SHEET ER-264OP SCALE: NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 RAFTER SPANS 80R10, IN 8269 ALPINE AVE., SACRAMENTO, CA 95626 EN 1(916)452-7021 6 O 30 REVISED BY: K.K. 8 D.P. (562) BOfi-1 JJ7 FAX:927.2509 foxeng@,)holmaii.com 70 9018 110 MPH FAX 403-1519 salos@tluralum.com HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" .060" I= 0.04" .010"x90" 202" (2) DIA. ll� IQ to F3 .563"281„ N ocp WALL FASTENERS 1.75" p ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. ` ALUM. PANEL 2x OR 3x ALUM. RAFTER FASCIA BOARD ALLOWABLE PROD. SEE TABLE BELOW ALUM.ALLOY 6063-T6 .060" 1500" O EXTRUDED HANGER CHANNEL EXIST. EAVES, RAFTER EXISTING EAVE—_ EXISTING EAVE CONNECTION ( 2 WALL FASTENERS ^r— SEE TABLE 300" 91 O St'IS @ PANEL LOCKS OR 98 SMS .25"R AT EA. CONTACT LL=10 AT MASONRY OR LL=30 200� 16" O.C. V-6" CONTINUOUS A- RAIL ROOF PANEL 4'-5" < (WHERE OCCURS) LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY LL=30 70 1n 6063-T6 910 SMS @ EA. CONTACT H WALL CONNECTION O 1 ,• 2.740" T=.060" - WALL FASTENERS SEE TABLE APPROVED 3" ALUM.ALLOY "S"L ROOF PANEL 6063-T6 3" HANGER C �1.88 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK / RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD LL=10 AT MASONRY OR LL=30 DESIGN W/ SIMPSON A35 16" O.C. V-6" CONCRETE T -T' 4'-5" 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 DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) w A=1/4"0x11/2"@12"O.C. E=3/8"0x21/2"@t6"D.C. J=1/4"0x11/8"@16"A.B. Uj¢w 8=3/8"0x11/2"@16"O.C. F=7/16"0x21/2"@16"O.C. K=1/4"0x11/8"@12"A.B. <N 6- C=3/8"0x1 112"@12" O.C. G=7/16"0x21/2"@12" O.C. �0 F- D=7116"0x11/2"@12"O.C. H=3/8"0x21/2"@12"D.C. EXIST. RAFTER ; 3/4" OR 1 1/2" ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2 x 4 FULL OR .. 16" OC V-6" 14'-5" T -T' 4'-5" 2'-0" 8'-5" 4'4" 2'-4" 2„ x 4„ FULL OR 24" O.C. �01�' 8,_2,. 4.-3„ 2,-5„ 2'-0"' T-9" 70, 908110 MPH 2"x6"FULL OR2'-0" 2"x8"NOTCHED 24" O.C. 1T-5" 9'-1" 5'-6" 2"x8" FULL 24" O.C. 2,-0" 23'-1" 22'-1" 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 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 8 11.1.2. Pn Ofll5510N QF' thE5 C.F -I! NO. 21543 m EXP. 9-302001 p k S�. CIVIL p. '9>F OF O Wf 10# L.L.=(2)18 SMS EA. SIDE -+ 1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE 3/16" / T -#20x3" WD. SCREWS L.L.=20 30PSF -3114x2 3/4" WD. SCREWS ALL THER DESIGN LOADS. RAFTER TO WALL CONNECTION #10 SMS T88 - AT 12" O.C. 8" 0 STEEL p 714.0 HOLES,TYP. p NOTE: PROVIDE WATER 8 O PROTECTION.METAL FLASHING Or CAUCK JOINTSANDSLOPE TO GRAIN TYPICAL BRACKET 1 1/4" —"4 O.C. MAX. DIST. TO FIRST POST \ COVERSUPPORT BEAM OR WALL. EAVE LENGTH 12.0" h1AX. Rs OR 2, LEDGER T-,� 1-1TER y r l �91 1314' E I FCE'ORi IMI „NO�;PLf�CE "SIKA FLE%-OR SIMILAR -tTE MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. I.C.C. E.S. EVALUATION ; 3/4" OR 1 1/2" FOX ENGINEERING INC. t2x61/2" PATIO COVER SYSTEM AS MFG. BY: SHEET 5" MIN. OR 8" RAFTER —1/4" OR 1 1/2" DATE: 11212002 T -#20x3" WD. SCREWS L.L.=20 30PSF -3114x2 3/4" WD. SCREWS ALL THER DESIGN LOADS. RAFTER TO WALL CONNECTION #10 SMS T88 - AT 12" O.C. 8" 0 STEEL p 714.0 HOLES,TYP. p NOTE: PROVIDE WATER 8 O PROTECTION.METAL FLASHING Or CAUCK JOINTSANDSLOPE TO GRAIN TYPICAL BRACKET 1 1/4" —"4 O.C. MAX. DIST. TO FIRST POST \ COVERSUPPORT BEAM OR WALL. EAVE LENGTH 12.0" h1AX. Rs OR 2, LEDGER T-,� 1-1TER y r l �91 1314' E I FCE'ORi IMI „NO�;PLf�CE "SIKA FLE%-OR SIMILAR -tTE MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. I.C.C. E.S. EVALUATION DRAWN BY: N.K. FOX ENGINEERING INC. LIVE LOAD, PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11212002 JAMES G. FOX, CIVIL ENGINEER HANGER CHANNEL 10, 20830 psi DURALUM PRODUCTS, INC. 7 OF 30 ER -2640P SCALE: NONE 8060 TELEGRAPH RD., DOWNEY, CA 90240 ANDBRACKET HORIZ. W ND - 8269 ALPINE AVE.. SACRAMENTO, CA 95626 �01�' REVISED BY: K.K. B D.P. 562 806-1337 FAX:927-2509 lo—q holm0il.com ATTACHMENTSJO01O' 70, 908110 MPH (916)452-7021 FAX 403-1519 sglos@dursNm.com I COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I USE 2 EA. 6" APART MAX. 1.50" �I 3.00"SQ. .28" .032,. 032" T ALUM. CB 1 n —31,�_2 " 3.00" SQ. .032" # 10 SPAS 3.00SQ. = .024" @24'•o.c. ,11.001 EA. SIDE .5,. ' O 075„ 14"R TYP. oao" 032" 048"STEEL 024" 28" O O 5/8" PLASTIC PLUG t. =3"S .xt=.188" =3"SQ.xt=.250" II =4"SO.xl=.188" II =5"SQ.xt=. 188".. u TWIN POST 3" SQ. ALUM. POST 3" . SQ. ALUMPOST PATIO COVER SYSTEM AS MFG. BY: 3" SO, ALUM, POST MAG POST SQUARE ALUM. ALLOY 3004-H36 1.5" SQ. ALUM. POST WITH SIDE PLATES ALUM. ALLOY 3004-H36 O 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST ASTM A653 SS GRADE 40 ALUM. ALLOY 3ooa-H36 ALUM. ALLOY 3004-H36 ASTM 6 3 40 ALUM. ALLOY 6063-T6 USE @ 1.50" ALUM. ALLOY 3.00" OR @ 3"SO. POST Wl z.D•• 11/2" BRACKET 6063-T5 2.40" (2)-#10 SMS EA. T� SQ. POST IS 9"LONG SIDE OF POST OR OR (2) EA. --} 1.375" q7/16"OHOLE 56" 2 FLANGES AT11/2" I 0 POST 21/8"APART .050" 1 .50 0 .7 5" 1.125" 2.5" ROL ORM 20- ASTNI A653 SS GRADE 40 STEEL 062" @ PER POST ( 2 -TOT.) EXTRUDED c 75" 75" BASE FLARES .157" TO 3"WIDE EA. INSTALL WASH. PLATE 1.60" TYPI, _ __ SIDE OF FLANGES 1.12" SO. x 3/16" WHEN USING 1.50 USE FOR 3" 1-� 75 �-- IN 110 MPH WIND AREA INSTALL WASH. PLATE TYP. T NLY 5.50" 9-a16k7GA. IJ1SA36� MATERIAL: 1'4" x 5/16" x 5 W WHEN USING IN •070" e': ONLY. fj( OR HOT DIPPED GALVANIZED 21-7/16"0 HOLE 3004-H36 ALUM. @ ROLLFORM 110 MPH WIND AREA q 2- 5/16"0 HOLES ,.. y=%�---MEL & 2-318" HOLES TYP. EA. SIDE 6063-T6 ALUM. @ EXTRUDED .070" BRACKET FOR 3" POSTS "U" BRACKET ALUM "T" BRACKET STEEL 'T" BRACKET 5 s' 2 118" 2 1/6' 3B" 7/8" 1' 1 2,. 7 GL A pL (1g••) 11/16" 0 ROD 3116" 1040 STL. AUGER PARTS PAINTED 20 "RUST-O-LEUM"OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED 4" DIA. 9 GA. ASTM A-36 HELIX SINGLE PASS WELDED AUGER ANCHOR NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. nlr c r con rinic rnoi c cno conrinlr_ "U" BRACKET @ DRAWN BY: K.K. 7 12' 1 12" SO. POST PATIO COVER SYSTEM AS MFG. BY: MAX. W/4410 SMS OR DATE: 17232002 I 1 12' SO. POSTS SHOWN 1- 1/4"0 M.B. EA OURALUM PRODUCTS, INC. SHEET 8 OF 30 ER -2640P POST. 6 8060 TELEGRAPH RD , OOWNEY, CA 90240 POST TYPES I 12' MIN. FROM 'T" BRACKET I I CENTEROFSOLT @ 3"SO. POST Wl (916) 452-7021 FAX 403-1519 sale4dumlum.eom TO END OF POST (2)-#10 SMS EA. T� SIDE OF POST OR 114" M.B. THROUGH POST 118- 2 1 12" TWIN POST: 20- (1}114" 0 M.B. PER POST ( 2 -TOT.) 212'R 2 t2' 27 3"SO.POST BRACKET: GA. STL. PLT. ASTM A36 (1}1/4" 0 M.B. PER SIDE ( 2 -TOT.) NOTE: - MAYBEUSED�t-I"J ' 0 j•1J�,(..`)�,t 9-a16k7GA. IJ1SA36� 1 1/2"SO. TWIN PiDitl OR 3"SO. AL•41M. PAST AUGER PARTS PAINTED ;) .FRUST-O-LEUM" OR E['7UXL , `• ' e': ONLY. fj( OR HOT DIPPED GALVANIZED i. OR ELECTROPLATED /= L, SINGLE PAS$ WELDED ,.. y=%�---MEL EOGT4NG 6 I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 17232002 F JAMES G. FOX, CIVIL ENGINEER COLUMN/ 10, 20 8 30 P sl OURALUM PRODUCTS, INC. SHEET 8 OF 30 ER -2640P SCALE: NONE 6 8060 TELEGRAPH RD , OOWNEY, CA 90240 POST TYPES HORIZ.IMND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 xo ,o ermau REVISED BY: K.K. B D.P. 562 806.1337 FAX 927.2509 loecn. blhol—'l.com 70, 9D 8 110 MPH (916) 452-7021 FAX 403-1519 sale4dumlum.eom i 0 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM, T8RACKET USE W4 TH 7 12" I POST TYPE B.C.D. OR E. I STEE POST TYPEEL POST ONLY• 12" MIN. FROM STEEL.TBRACKET USE WITH (3)-5/8"OBOLTS MAX POST TYPE B.C,D,E.F.G.H,J OR K. I F. G. H. J OR K FOR POST TYPE J CENTER OF BOLT31 I TO END OF POST. 1' SD. POST ALUM.TBRACKET: I 1" USE (2)-1l4'O K 13Id' HILTI (2)-12"OSOLTS KV"`K BOLTS OR EQUAL 12 DEPTH OF I I 16" INSERT (2)-1/4"0 HIVrl "KWIK'** FOOTING OR ' FORALLOTHER; 'f' USE (2).3180HILTI : I I CONDITIONS 4(S' x TM BOLTS, OR EQUAL. EACH SEE NOTES BELOW USE (2)-3/8'0 HILTI KW4K C 12" MIN. EMBD. I I I STEEL BRACKET TO SLAB. ('PER OLTS OR EQUAL \ • . I ICC E.R.4627, EMBEDED 2 12" MIN., & APPROVED FOR 325# PULL OUT) 312"_ SLAB SHALL BE IN GOOD CONDITION i EXISTING SLAB ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18' DEEP - CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30„ 34" 47" SQ. 32„ 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41" 44 69" SQ. 43' ' CUBE FOOTING Wl3 12' SLAB 11 POURED CONCRETE FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS 1. DO NOT USE ALUM.'T" 23" & 24" CUBE (2)-12'0 PULL-OUT= SHEET 6254 MAX. EACH 25" - 30" CUBE (4)-12'0 PULL -OUT - (4)• 3/4'0 x 8" EMBEDMENT 625# MAX. EACH 31" - 34" CUBE (4).5/8'0 PULL -OUT - HILTI SS KWIK SOLT•11 8650 MAX. EACH 4 (4).314-0 PULL -OUT - 35' - 39" CUBE 35" MAX. EACH PULL-OUT VALUE=1875# EA. (4),I-OPULL-OUT= d0' - 42' CUBE 18350 MAX. EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11 OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC., ER 94627 1 U r J LLI C7 I— cn w (1.12"OM.B. o x9'LONG. 1" SQUARE FROM END SEE FIGS. OFPOST SCHED. NATES: ALL COMPONENTS ARE INTERCHFNIGABLE UNLESS OTHER WISE NOTED T.O.C._ 3" SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1 /2"TH K. 1 12" 1 12" 1 12"9" 1 12" 2" 14" 2" MWED STEEL BASE PLATE BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10"SQ.xi/2" 8, C, F. G 12'SQ.xl/2' 8, C, D, F. G. & H 18'SQ.xl/2' 8, C. D, F. G. & H NOTES: FOX ENGINEERING INC. 1. DO NOT USE ALUM.'T" BASE BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4". T' SHEET EMBED. OR 10" I -BEAMS. 2. POST TYPE E 3 ill" (4)• 3/4'0 x 8" EMBEDMENT INSTALL WASHER PLATE: 2" X 3112- "XU' -5 1. STEEL 'T' HILTI SS KWIK SOLT•11 BRACKET 3. POST TYPE F 4 PER I.C.C. E.S. 94627, DO NOT USE STEEL "I" BRACKET WR" AND 10" 8' PULL-OUT VALUE=1875# EA. I -BEAMS" (4)- 1"O x 9" EMBEDMENT El 4. POST TYPE G 70.90 8 110 MPH DO NOT USE STEEL" eAOFEssI°N BRACKETS W/ 10" I -BEAMS. NATES: ALL COMPONENTS ARE INTERCHFNIGABLE UNLESS OTHER WISE NOTED T.O.C._ 3" SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.1 /2"TH K. 1 12" 1 12" 1 12"9" 1 12" 2" 14" 2" MWED STEEL BASE PLATE BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10"SQ.xi/2" 8, C, F. G 12'SQ.xl/2' 8, C, D, F. G. & H 18'SQ.xl/2' 8, C. D, F. G. & H I.C.C. E.S. EVALUATION FREESTANDING FOX ENGINEERING INC. BASE PLATE ANCHOR SHEET BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE JAMES G. FOX, CIVIL ENGINEER (4)• 3/4'0 x 8" EMBEDMENT 10. 20 8 10 psi DURALUM PRODUCTS, INC. 10"x10"x 1/2" HILTI SS KWIK SOLT•11 SCALE: NONE 8060 TELEGRAPH RD., DOWNEY, CA 90240 PER I.C.C. E.S. 94627, HORIZ. WIND- 8269 ALPINE AVE.. SACRAMENTO, CA 95826 PULL-OUT VALUE=1875# EA. 12"x12"x 1/2" (4)- 1"O x 9" EMBEDMENT (562) 806.1337 FAX:927-2509 IoaengQhotmail.com 70.90 8 110 MPH HILTI SS KWIK BOLT -II eAOFEssI°N PER I.C.C. E.S. #4627, Yr"SES 0-� + yc PULL-OUT VALUE=1995# EA. tc "x 'EMBEDMENT 'eot- NO. 21513 a EXP. 9,30-2001 TE ` I HK BOLT -II CIVIL �P Oa.'��PVALUE= PE: 3740# EA. I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER GATE: 11232002 JAMES G. FOX, CIVIL ENGINEER COLUMN! 10. 20 8 10 psi DURALUM PRODUCTS, INC. 9 OF 30 ER SCALE: NONE 8060 TELEGRAPH RD., DOWNEY, CA 90240 POST TYPES HORIZ. WIND- 8269 ALPINE AVE.. SACRAMENTO, CA 95826 xro w ummr� -2640P REVISED BY: K.K. 8 D.P. (562) 806.1337 FAX:927-2509 IoaengQhotmail.com 70.90 8 110 MPH (916) 452.7021 FAX 403-1519 salos@durolum.com HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" �1.1y7.9" _ I in 3„ 2.57" 2.19" 2.08" I I I 035" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 6.5" ROLLFORMED SPLIOCCURSE f 4.6- I 21a 065' TYP. 2.7- ALUM.ALLOY O 6063-T6 O 4.5" GUTTER SPLICE WHERE OCCURS z.1 a --�II nP ALUM. ALLOY 6063=r6 O C MAG..GUTTER SPLICE WHERE OCCURS 3.00" SQ. ,J1. - - 14"R TYP. _ .048° 28" ASTM A653 SS GRADE 40 ALUM. ALLOY sos3-rs E MAG BEAM O 3" SQ. STEEL BEAM 4., 3.0" 3" 3" 6.s MAX. 2" —� .042" SPLICE- SPLICE V.HERE WHERE 4" SPLICE WHERE OCCURS •024" 8.0" OCCURS 70„ OCCURS 1 " O32" TYP —140" L-7U11YOP I TYP. J ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY 3004-H36 6063-T6 O ALUM. ALLOY OR EQUAL F. 6063-T6 ALUM. ALLOY OR EQUAL 6063 -TG V 4" I -BEAM 7" I -BEAM G 10" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O >—►{ 3.0" 1 I 1.25"ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS T1 I�I 1 I� MAX. 3 I 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM —�— .r— .042" ; 8" .042" T = 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7.675 ASTIR A653 GRADE 50 I 1 10" I -BEAM = W10 x15or S8 x 18.4 STEEL I -BEAM 1 PAGE 95 ALUM. ALLOY 3004-H36 625" �V oR+ 0 ALUM. ALLOY 3004-H36� L 1, _,� m Ear. pda�mr OR EDUAL ^ - •, O OR EQUAL ^ A —) 2.875" I ^ I a ,�7•Ij 'ij�ji ;t'-1111 •.>, *', y 3 x 8•BEAMI:W/„ST.L. INSERT 3 x 8 BEAM t9 tJ (il-_,:� °IP DBL. 3 x 8 BEAM STEEL INSERT°GG``°`�P — r. r.: I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 112Irz002 p JAMES G. FOX, CIVIL ENGINEER 10, 20 130psl DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE 80607ELEGRAPH RD.. DOWNEY. CA 902d0 BEAKTYPES HORIZ. NAND= 8269 ALPINE AVE., SACRFUAENTO, CA 95626 1(916)452-7Or2l 10 OF 30 REVISED BY: K.K. d D.P. (562)806-1337 FAX:927-2509 loan (alhollnail.coln 70. 90 8 110 MPH FAX 403-1519 sales@dumlum.com JOB'p'vmacr� J SIMPLE SPLICE 9" - SPLICE DETAILS 11 BEAM TO POST DETAILS 12 FULL MOMENT 010 S.M.S. II - #12 S.M.S. - II (8 TOT.) TYP THICKNESS =.035" (24 TOT' TYP. THICKN06S =.035" n u 6.36" II II 4- + + ++ + + I I + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCC IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY SPLICE MERI OCCURS ALUM.ALLOY 6063-T6 7" I -BEAM I -BEAM ALUM ALI USED. (6061-T6) ALTERN STL. C -BEAM MOMENT C -SPLICE ' NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BEUSED. SPLICE WHEF OCCUR ALUM.ALLOY 6063-T6 10" I -BEAM (2)#10 S.M.S. EA. VALLEY, TY NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST.CONNECT WEB - TO POST W/(2}12"0 THRU-BOLTS 50. POST BEAM TO POST CONN #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @i 9-O.C. �1AX. STAGGER IN BEAM \ FLANGE ROOF PANEL QRff ESS IOH ,TSSG,p S 1P 4. + 2c NO. 21541 m A EXP. 9J0-2007 $r CIVIL p gTFOF CALIF (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "1" BM. TO BRACKET r 1 . . i 1 _[ -- ) 1 � °I IY2- 3!6"0 M 6. THRU STL. 'T" jI_� ��J�1 �+ I — r "`BRACKET`TO POST. f l LII POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX. ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET. SHEET REPORT NUMBER DATE: 11232002 F JAMES G. FOX, CIVIL ENGINEER t0, 20 6 30 psl DURALUM PRODUCTS, INC. 11 OF 30 ER -2640P SCALE: NONE E 8060 TELEGRAPH RD., OOWNEY, CA 90240 SPLICE DETAILS HORIZ. WIND- 8269 ALPINE AVE., SACRAMENTO, CA 95826 lop w. REVISED BY: K.K. 8 D.P. (562)606-1337 FAX:927.2S09 (oven a holmail.com 70, 90 & 110 MPH (g16)452-7021 FAX 401.1519 sales®dumium.eom I.C.C. E.S. EVALUATION BEAM TO POST CONNECTION DETAILS LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 F JAMES G. FOX, CIVIL ENGINEER OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM, OR HAROBORD) BRACKET AT EACH DURAIUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 1 12" SO. POST ALUM. HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO. CA 95826 12 OF 30 REVISED BY: K.K. & D.P. 562 8061337 FAX:927-2509 loxenn hotmail.com x.080" ALLOY 3004-H36 2410 x12•'S.M.S. AT 70, 90 & 110 MPH (916) 452-7021 FAX 403-1519 sales@oumlum.com ' "o' °MOG" \}410 S.M.S. EA. SIDE (4)­T0T. • EACH POST 410 S.M.S. TOP & BOTT. (2) -TOT. 2.#12x 12' S.M.S. EACH SIDE OFT SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT AND WASHER 410 x 12" S.M.S. TOP ALTERNATE: 1/4.0 BOLT W/ WASHER EA. SIDE OF 3' SO. POST ON CENTERLINE AT EACH POST, & GOTT. (2) -TOT. 1 1/4" 1.50) PLAN OF 81 CKET ROOF PANEL 4,. 612" I 1.10' — — — — — _ ROLLFORI.IED OR 75 O EXTRUDED GUTTER I I.50' FASCIA ALUM. BRACKET X L — ± 3' SO. POST #10 S.M.S. @ 12.O.C. 2.15' 2,. 6 12")Q"x .024"RAFTER 2.410 x 12' S.M.S. EACH SIDE OF 3' FRONT FACE OF ASCIA SO. POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3' SO. POSTt irT.- SO POST LOCATION,OP 1 2 PER SUPPORT) RAFTER "TAIL" TO GUTTER 15 (2)-012 S.M.S. TO FASCIA. . GUTTER FASCIA 3.00' 3'SD.POST OR 240' MAG BEAM 3' SO. POST 3"SO. STL. BEAM 14 GUTTER FASCIA MAG BEAM 3' SO. POST .040" 6063-T6 WSO. STL. BEAM 1 3 ALUM. ALLOY 3004-H361/2" .040" 3004-H36 ALUM. 1.50" 1.50" ~ .26" 21t 21t 1 1/2" TYP. -- r -- I PROFESSI H 0 MES a.R 9 � t 1P Z NO. 21543 a EXP. 9,30-2007 - SCREWS SCREWS NOTED IN DETAIL *cjvl� W-__4 TO BE @ CENTERLINE s9 rf¢Cpypoa��P 1/2" MIN. EDGE DISTANCE, TYP. FASTENER, 1 1/2" SQ. OR P 1/2" MIN. PER DEATIL 2" LATTICE TUBE #B x 2 "SMS OR 2 1/2", TYP. 1 SEE VARIOUS 1 RAFTER DETAILS W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER & W= 3 1/8" OR 2 7/8" FOR 8" RAFTER 1 1/z" SO. LATTICE OR 2" @3"O.C.MIN. "U" BRACKET - G'E-111�'URAL�(� � r ]` �7� 8 7"O.C.MAX. V� U ( yl��1�1'a l! LATTICE TO RAFT.17 •`�� (��(J (�(J�)� a •���•� ^ I.C.C. E.S. EVALUATION DRAWN BY: 1(,K, FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 F JAMES G. FOX, CIVIL ENGINEER 10, 20 6 70 PSI '� DURAIUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 BEAM TO POST HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO. CA 95826 12 OF 30 REVISED BY: K.K. & D.P. 562 8061337 FAX:927-2509 loxenn hotmail.com 70, 90 & 110 MPH (916) 452-7021 FAX 403-1519 sales@oumlum.com ' "o' °MOG" DOUBLE RAFTER CONNECTION DETAILS I -LATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: DATE: 1123/2002 4-#14 S.M.S. EACH LATTICE RAFTER TO COL. DURALUM PRODUCTS, INC. -- CONNECT. (8 -TOT.) ER -2640P SCALE:NONE x' 8060 TELEGRAPH RD., DOWNEY, CA 90240 r HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 OF 30REVISED �13 4.5' OR ' I BY: K.K. 8 D.P. _ 3"x 3"STL.POST (24")I o I ALTERNATE: X_(2)-2x6.5"OR INSERT ATTACHED OR I 3"x 3"STL.POST COLUMN (2}3"x8"HEADER FOR FREESTANDING (2) -1/2 -BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER % DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE r— LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)-#10 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 2� /BEAM SPLICE TO V OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE SCREWS I. @ 2 -POST UNITS SCREW IS INSIDE SIDE 3.5" 3.5" 0 ORO I� 6414 SMS EA. 1 SIDE I I #14 SMS EA. SIDE' i TOP, MID HEIGHT AND BOTTOM. #14 SMS MA) BE USE AS ALTERNATE' 1/4"0 LTERNATE- 1/4"0 BOLTS 8" BEAM 6 1/2" SIDEPLATE EA SIDE SEE POST SCH L--3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21 ❑3" SQ. x .024" + (2)-2" x 6 1/2" x .024" W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY 3" SQ. x.024" + (2)-2" x 6 1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. ES G,p i NO. 21543 m EXP. 9-30-2007 p k Slgl CINL �p FOF CAUF W LC C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG, BY: REPORT NUMBER DATE: 1123/2002 JAMES G. FOX, CIVIL ENGINEER LATTICE 10, 20 8 30 psl DURALUM PRODUCTS, INC. EET ER -2640P SCALE:NONE x' 8060 TELEGRAPH RD., DOWNEY, CA 90240 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 OF 30REVISED �13 BY: K.K. 8 D.P. (562) 806-1337 FAx:927-2509 lozeng(lhounail.com 70, 90 8 110 MPH (916) 452-7021 FAX 403.1519 sales�aumlum.com �' U0�OGrr 10# L.L. 70 / 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS } 6.5" ROLLFORM 4" I -BEAM 4.511 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM cr OJ m 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH S o q ? g MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POS7 FREESTAND ATTACHED MAX.POST FREESTAND 1ATTACHED MAX.POST FREESTAND ATTACHED X a Z SPACING FTG Dr11N. FTG MIN. SPACING FTG MIN. FTG MIN SPACING FTG MIN FTG SPACING FTG FTG. FTG. FTG. NUN. MIN. MIN. SPACING MIN. MIN. 1- muO (IN.) POST (IN.) POST IN.) POST IN.) POST IN POST POST POST POST POST POST TYPE TYPE ( TYPE ( TYPE ( ) TYPE (IN•) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-3.. 277 F 22 A/B 21' 9,. 270 G 22 A�8 15'-7'. 22 7 G 22 AX 16,x„ 2�8 G 23 A� 13' 7. 2�6 F 22 A� 5' 13'-7" 12'-9" 277 F 23 AXB 19'-6" 29 26 G 22 AXB 14'-0" 277 F 23 A�B 14'-7" 28 G 23 A> 12'-2" 276 F 22 A� 6' 11'4" 11'-7" 277 F 23 g 17'-9" 270 G 23 g 12'-9" 226 F 24 g 13' 4" 227 G 24 g 11'-1" 24 F 23 B 7' 9'-8" 10'-9" 277 F 24 B 16'-5" 29 170 G 24 g 11'-9" 2�7 F 24 B 12'-4" 2�8 G 25 B 10'-3" 276 F 23 B 8' 8'-6" 10'-0" 23 15, F 24 B 15'11" 277 G 24 g 1 1'-0" 274 F 25 B 11' 6" 2�4 G 25 B 9'-7" z1 /2 F 24 g 9' 7'-7„ 9,-6„ 274 F 25 g 14,x„ 277 G 25 g 10' S" 224 F 26 g 10'-10, 724 G 26 g 9' 0„ 2�X22 F 24 B 10' 6-9" 9'-0" 27a F 25 g 13'-9" 277 G 25 g 9'-10" 274 F 26 g 10'-3" 224 G 26 g 8'-7" 21 F 25 B 11' 6'-2" 8'-7" 274 F 26 g 13'-1" 77 G 25 g 9' S" 274 F 26 B 9'-10" 274 G 27 B 8'-2" 2�2 F 25 B 12' 5'-8" 8'-2" 274 F 26 g 12'_7" 277 G 26 g 9'-0.. 22 4 F 27 g 9'-5" 22 4 G 27 B 7'-10" 20 21 F 26 g 13' 5'-2" 7'-10 , 271 F 26 g 12'-1 , 23724 G 26 B 8' 8" 220 F 27 g 9'-0" 223 G 27 g 7'-6" 20 F 26 g 14' 4'-10" T-7 ., 2�1 F 27 B 11' 7'. 274 G 26 g 8' 4" %1 F 27 g' 8'-8" 22 G 28 g 7'-3" %1 F 26 B 15' 4,� 7'A" 2�1 F 27 B 11'-3" 2�4 G 27 g 8' 0" 2�1 F 28 B 8'-1" 2�1 G 28 g 7'-0" 2�1 F 26 B 16' 4'4" 7.1" 271 F 27 g 10'-10'. 2�4 G 27 g 7' 9" 271 F 28 g 8'-1" 2�1 G 28 B 6' 9" 2�1 F 27 B 17' 4'-0" 6-10,. 271 F 27 g 10'-7., 274 G 27 g 7'-7'. 271 F 28 g 7'-11„ 2�1 G 29 g 6'-7.. 271 F 27 g 18' 3'-9" 6'-8" 179 F 28 g 10'-3" 27, G 28 g T-4" 1�9 F 29 g 7'-8" 1�9 G 29 g 6-4" ,t�9 F 27 g 19' 6 -6" 1� 28 10'-0" 20 G 28 7'-2" 18 F 29 T-6" 188/ 29 6'-2" 118 27 3'-7" 19 F B /, B /s B19 G B 19 F B 20' 3,A„ 6'�" 1�9 F 28 g 9'-8" 271 F 28 g 7' 0" 19 F 29 g 7' 3" 1�9 G 29 g 6'-0" 1�s F 28 B 21' 3'-2" 6'-2" 1�9 F 28 B g,�„ 2 /1 F 28 g 6'-9" 1�9 F 29 g 7'-1" 1�9 G 30 g 5-11 " 1�9 F 28 B NOTE: FOOTNOTE: "SAMPLE" f Q1tOF ESS IoHI FOOTING SHOWN IN CUBIC INCHES �, `� d i��'h ( ��E �P1hFs c.F + WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = t0'-0" � i NO. 21543 " —2—FIGURE INDICATES MAX.. HT. = 12'-0' r (� \ I r %' SEE ALTERNATE FOOTING TABLES L.�I�' !'�\�I ( EXP. 9.30.2007 m SHT. 9 FOR ATTACHED & - f SHT. 29 FOR FREESTANDINGsrarFcpL 1���P a_ I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11/23/2002 F JAMES G. FOX. CIVIL ENGINEER Ts ACING TABLE 10, 20 6 JO psl DURALUM PRODUCTS. INC. SHEET ER -2640P SCALE:NONE S 8060 TELEGRAPH RD., DOWNEY, CA 90240 70190 FREESTANDING ANDATTACHED HORIZ.WIND- 8269 ALPINE AVE.. SACRAMENTO, CA 95826 140E 30 REVISED BY: K.K. d D.P. 562 806-1317 FAX:927-2509 loxena(filhotmail.com 70, 90 6 110 MPH1(916)452-7021Ae FAX 407.1519 sales�Curalum.com "o csmae,� 10' 6'-9" 11' 6,_2, 12' S'-8" 13' 6-2" 14' 4'-10" 15' 4 -6„ 16' 4'-3" 17' 4'-0" 18' T-9" 19' T-7" 20' T-4" 21' 3-2" 12' OR LESS 3"x8" BEAMw/INSERT 70890 MPH <_ AAX.POST FREESTAND ATTACHED j p PACING m FTG , MIN. FTG, MIN. � POST POST r (IN.) TYPE (IN.) TYPE 29'-3" 27 4 .325 G B 26'-2" 325 G 28 g 5' 23'-11" 35 29 6' G B/C 22'-1" 325 G 30 7. �C 20'-8.. 33 31 g- G B/E 19'-6" 31 9' .323 G r E 18,x„ 32 10. 3/33 G E 17'-8" 32 32 11 3 G. B/E 16'-11" 33 G 33 12' B�/E 16-3" G 33 13' 220 B/E 15'-8" G 34 14 220 B�/E 15'-2" 20 G 34 15' B/E 14'-8" G 34 16' 220 E 14'-3" 35 17- 220 G BSE 13'-10" G 35 18' %/7 �E 13'-5„ 2�7 G 35 19- E 10# 1 Q: :C � �COm in fV�O 4' 17'-0" 5' 13-7" 6' 11'-4" 7' 9'-8" 10' 6'-9" 11' 6,_2, 12' S'-8" 13' 6-2" 14' 4'-10" 15' 4 -6„ 16' 4'-3" 17' 4'-0" 18' T-9" 19' T-7" 20' T-4" 21' 3-2" 12' OR LESS 3"x8" BEAMw/INSERT 70890 MPH <_ AAX.POST FREESTAND ATTACHED j p PACING m FTG , MIN. FTG, MIN. � POST POST r (IN.) TYPE (IN.) TYPE 29'-3" 27 4 .325 G B 26'-2" 325 G 28 g 5' 23'-11" 35 29 6' G B/C 22'-1" 325 G 30 7. �C 20'-8.. 33 31 g- G B/E 19'-6" 31 9' .323 G r E 18,x„ 32 10. 3/33 G E 17'-8" 32 32 11 3 G. B/E 16'-11" 33 G 33 12' B�/E 16-3" G 33 13' 220 B/E 15'-8" G 34 14 220 B�/E 15'-2" 20 G 34 15' B/E 14'-8" G 34 16' 220 E 14'-3" 35 17- 220 G BSE 13'-10" G 35 18' %/7 �E 13'-5„ 2�7 G 35 19- E 562 606.1]]7 FAX:927-2509 loon "hotmail.com ( ) � 13'-1" 2 27 G 36 E 20' 139 F 27 g 51} 139 F 28 g —a 562 606.1]]7 FAX:927-2509 loon "hotmail.com ( ) � 13'-1" 2 27 G 36 E 20' 19'-9" 220 FX 3 23 G 42 F 4,�„ 139 F 27 g 5'-0" 179 F 28 g 12'-9" 226 G 36 �E 21' NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11/2312002�.IAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 a ]0 psl DURALUM PRODUCTS. INC. SHEET ER -2640P SCALE:NONE E 6060 TELEGRAPH RD.,DOWNEY. CA 90240 70/90 FREESTANDING HORI2. 1MN0= 8269 ALPINE AVE., SACRAMENTO, CA 95826 150E 30 REVISED BY: K.K. 8 D.P. ANDATTACHED 70, 90 8 110 MPH 916 452-7021 fAX 403-1519 sales@dum[tim.com FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12,_0., QROFE SSI,, ES G,F _ ;NO . 21547 p 7'�� EXP. 9J0.2007 s � /l• LIN ��`'� CIVIL `p a,. J i •� � d �,. oP`ca _ 70 / 90 MPH FREESTANDING &ATTACHED SOLID PATIOS 7" I -BEAM DBL. 2"x6.5"x.024"BEAM oR 3"xs''BEAM 70 MPH 90 MPH 70 8 90 MPH 70 890 MPH 70 890 MPH MAX.POST FREESTAND FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING MIN. MIN. MIN. SPACING MIN. MIN. SPACING MIN. MIN. FTG FTG. FTG FTG FTG FTG FTG. POST POST POST POST POST POST POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE _(IN.)_ TYPE 45'-3" 32 20 13'-10„ 21 AAA/B 3�8 G 4�j G B/B 2�7 F 2�6 F g 40'-6" 327 G 4� G 33 10' 6" 237 F 21 B 12'11" 226 F 22 g �E 37' 0" 4� 34 9. 7.. 22 11'-3" 23 327 G G B/E 2�7 F B 226 F g 40 35 22 23 34'-3" 3�5 G G 35 8'-10" 227 F g 10' S" 226 F g �E 32'-0" .G 3g G 35 a,�,. 23 g 9'-9., 24 g 324 �E 2�4 F 2�2 F 30--2- 3g 36 E/ 7'-10" 23 9' 5" 25 324 G G 224 F B 222 F g 28' 8.. 361$ 37 7. 5.. 24 9,. 22 25 3/34 G 3/38 G E/F 2/24 F B 8' F B 3 37 24 21 25 27' 4" G 7, 1, F 8 251 32 G �F 2�4 g F g 26'-2., 332 38 6. 9,. 24 8'-0„ 26 G 3�8 G �F 2�4 F B 2�2 F g 25'4" G G 38 6'-T 2� F 25 g 7' 8" F 26 g 322 3/36 E/F 221 24'-2-, 6' 3" z� 25 7,�„ 26 322 G 3/36 G 39 E�F F g 221 F g 23-4, 6'-0., 20 25 7' 0" 2 27 322 G G 39 1 F g 2 F g 336 E�F 22'-7" (� G 40 5'-9" 26 g 6'-8" 27 g 3%z 336 F 2%, F 2%, F 22' 0. 3% G G 40 F 5,�„ 2� 26 B 6,A„ 27 B 3%6 F 2�1 F 21'14" 33/4 5, 3„ 26 6, 0.. 28 3�0 G G 41 F 1�9 F g 1�9 F g 20'-9,. 3/3134 0.. 27 5' 8,. 28 3% G G 41 F 5' 1�g F B 1�9 F B 3/324 20'-3" 4'-9" 3230 G G 41 F 562 606.1]]7 FAX:927-2509 loon "hotmail.com ( ) � o'. 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 6'-2" T-0" 5'-8" 6'-8" 5'-2" 6'-5" 4'-10" 6._2" 4,-6„ 6-0" 4'-3" 4'-0" T-9" 5,_5" T-7" 54" 3'-4" 5'-2" T-2" 5'-0" ROLLFORM 4" I -BEAM 6.511 MAX.POST Q= I- p 3 m ¢ 10 SPACING 1- Z in O FTG (IN.) 4' 17'-0" 11'-7" -5' 13'-7" 10'-4" 6' 11'13" 7'-6" o'. 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 6'-2" T-0" 5'-8" 6'-8" 5'-2" 6'-5" 4'-10" 6._2" 4,-6„ 6-0" 4'-3" 4'-0" T-9" 5,_5" T-7" 54" 3'-4" 5'-2" T-2" 5'-0" ROLLFORM 4" I -BEAM 4.5 , 110 MPH MAX.POST SPACING 110 MPH MAX,POST SPACING FREESTAND ATTACHED FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG (IN.) MIN POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST ITYPE 3�2 F 23 AX 18' 4" 3/6 H 27 A/B 12'-9" 32 F 24 qB 16'-5" j36 G 28 A/B 11'-5" X2 F 23 AB 15'-0" 376 G 29 B 10'-5" 3X2 F 26 AXB 13'-10" 36 G 30 B 9'-7" 79 F 26 A/B 13'-0" 32 3 323/33 G 31 B 9'-0" 79 F 27 AX 12'-3'. 8'-10" .G 31 B .8,-6„ 29 F 27 4XB 11'-7" 3X3 G 32 B 8'-0" 2�9 F 28 AA /B 11'-1„ 3>3 G 32 B 7'-8„ 79 F 28 AXB 10'-7.. 32/3 G 33 B 7,-4" 2%6 F 29 A/B 10'-2" 2 /0 G 33 B T-0" 2/6 F 29 AXB 9' 10" Z7o G 34 B 6'-9„ 276 F 29 AA/B 9,�„ 2 3o G 34 B 6'-7„ �6 F 29 AX 9'-2" 2/30 G 34 B 6,-4" %/6 F 30AXB 31 8'-11„ 2 o G 34 B 6'-2,. �a F 30 AB 8'-8„ 277 G 35 B 6'-0" Z7a F 30 AXB 8'-5" 2%7 G 35 B 5--10" %/4 F 31 AA/B 8'-2" N7 G 35 B 5'-8„ 2/4 F 31 1 AA/B8._0„ A� 277 G 11 36 B 5,-6" NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT 29 FOR FREESTANDING -IED SOLID PATIOS 12' OR LESS AAG GUTTER MAG BEAM 3" S 110 MPH MAX.POST SPACING 110 MPH MAKPOS FREESTAND ATTACHED FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN.SPACING POST TYPE 33 F 24 AA� 13'_4" 333 F 25 AX 25 32 F .5 25 AX 11'-11" 33 4 F 26 A 9'-11' 3X3 F 26 AXB 10'-10" 33734 F 26 A/ 27 373 F 26 A XB 10'-0" 333 4 F 27 A XB 8,-4" 2/30 F 27 A� 9,_5,. 31 F 28 A� T-10" 2/30 F 28 AA� 8'-10" 30 F 2s AAX 7'4" 270 F 28 AAX g. 8.. 331 F 29 AA/ 7,_0" %0 F 29 A/ 8'-5,. 331 F 30 A/ 6'-8„ %30 F 29 AX 7'-8" 330 F 30 A� 6'-4" /27 F 29 A/ 7' 4" 2/8 F 29 A/ 6'-1" 277 F 30 A� 6'-10" 28 227 F 30 A� 5'-10' 2%7 F 30 A/ 6-10" 2/8 2 F 30 A/ 5'-7" 277 F 31 A/B 6'-7" 227 F 31 AA/ 5,4" �V7 F 31 AXB 6-5',227 F 31 AA/ 5'-1" ?a F 31 1 AX 6'-3'- 25 F 31 AX 4'-10" %/4F 31 A� 6'-1" 2�5 F 32 A/B 4'-7" 23/4 F 31 AAX8 5'-11 245 F 32 A/ 4'-4" 24 F 32 A� 5 9 2�5 F 32 AAB q. 1.. FOOTNOTE: "SAIMPLE" FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12,-0" Q. STEEL BEAM DRAWN 0Y: K.K. 110 MPH T FREESTAND ATTACHED F'TG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE 10, 20 8 30 psf 3Y32 F 23 A/B 1: 8060 TELEGRAPH RD.. DOWNEY. CA 90240 3%2 F 23 A/B 3%2 F 25 A/B FAX 403,1519 sales@dumlum,com 31 /2 F 25 A/B 279 F 26 A/B . 279 F 26 A/B 279 F 27 A/B 279 F 27 A/B 279 F 28 A/B 2%6 F 28 A/B 2%6 F 28 A/B 26 F z9 Ax 2Y6 F 29 A/B 2�6 F 29 A/B 274 F 29 A/B 27a F 29 A/B Za F 1 29 A/B Z'/2a F 29 1 A/B BUTTE LUury fl, Es�F+ tj fn1 qq 21543 i r-� NO. m EZP. "0.200 p Cl ML I.C.C. E.S. EVALUATION DRAWN 0Y: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1123/002 f JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 8 30 psf DURALVM PRODUCTS, INC. ER -2640P SCALE'NONE 1: 8060 TELEGRAPH RD.. DOWNEY. CA 90240 110 FREESTANDING HORIZ. WINDa 8269 ALPINE AVE., SACRAMEMTO, CA 95826 1(9iG)452-7021 JSHEET 16 OF 30 REVISED BY: K.K. fl D.P. 562 8061337 FAX:927Q509 fox enn0holmail.com ANDATTACHED 10, 90 fl 110 MPH FAX 403,1519 sales@dumlum,com xoo 10 cxvzaci 10# L.L. 110 M -PH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS FOX ENGINEERING INC. I -BEAM 10" I -BEAM DBL. 2"x6.5"x.024'IBM DBL7" oR 3"x8TEAM YxT BEAMMINSERT ¢ j p (9 m OV ? g MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND AT 5 a z SPACING SPACING SPACING SPACING SPACING F7G MIN. POST FTG MIN. POST FTG MIN. POST FTG PAIN. POST FTG MIN. POST FTG MIN. POST FTG MIN. POST FTG MIN. POST FTG MIN. POST FTG MIN. POST r rn p (IN.) TYPE (IN.) TYPE (IN.) ITYPE (IN.) TYPE (IN.) ITYPE (IN.) TYPE (IN.) I TYPE (IN.) TYPE (IN.) I TYPE (IN.) TYPE 4' 17'-0" 37'-0" �q j 34 B 52'-2" 50 K 38 E 9'-7" 72 F 22 B 11'-3" 3�2 F 23 B 23'-11" /40 G 30 B F 5'. 13'-7" 33'-1" �q4 � 36 B 46'-8" 5'3 K 40 8'-7" �2 F 23 B 10'-1" 3�2 F 24 B 21'-4"p G 31 B 6' 11'-4" 30'-2" Z444 j 37 B 42'-7" 5N3 K 41 E� 7'-10" 72 F 24 B 9'-2" 3�2 F 25 B 19'-6" /40 G 32 B 7' 9'-8" 27'-10" �qq H 38 39'-3' 50 3 K 42 E� 7'-2" �2 F 24 B 8'-6' 332 F 26 B 18' 0" 40 G 33 B 8' 8'-6" 26'-1" �2 40 �H 37 �E 36'-11., 479 K 43 6' 9" �8 F 25 B 8'-0" 279 F 26 B 16'-11" /37 G 33 B 9' 7'-7" 24'-8" �2 �H 39 �E 34'-10" 4�9 j 44 F G-4" 78 F 25 B 7'-6" 2�g F 27 B 15' 11" � G 34 B 10' 6'-9" 23'-4" �2 G 40 B� 33' 0„ 479 45 E F 6'-1" F8 F 26 B 7'-1" 279 F 27 B 15'-1' /37 G 35 B 11' 6`-2" 22'-3" 72 G 41 E� 31'-6„ 479 1 45 E� 5 _g �8 F 26 B 6'-9„ 279 F 27 B 14'-5" 1737 G 35 B 12' 5'-8" 21'-4" 72 G 41 F 30' 1" 4 49 j 46 F 5'-7" 27 F 26 B 6, 6.. 28 279 F 28 B 13'-7" X37 G 35 B 13' 6-2" 20'-6" �0 G 42 F 28'-11" 8745 j 47 F 5' S" �5 F 27 B 6'-3" 225 F 28 B 13'-3" /34 G 36 B 14'4'-10., 19'-9" 7o G 42 F 27'-11„ 4�5 j 47 F 5' 3" 75 F 27 B 6,_0„ 276 F 29 B 12' 9" 734 G 37 B 15' „ 19'-1„ 38 74o5 G 43 E 26' 11" 44 48 F 5' 1" �5 F 28 B 5'-10" 225 F 29 B 12' 4" /34 G 37 4' 6 16' 4'-3„ 18'-6" 70 G 43 F 26'-1" 4�5 48 F 5'-0" 75 F 28 B 5-7 2%6 F 29 B 11'-11" 4 G 37 F 17' 17'-11" �o G 44 F 25'-4" q�5 49 F - - 5' 4" 2�6 F 29 B 11'-7" 3 34 G 38 B�/E 4'-0, 18' 3'-9., 17'-5" 78 G 44 F 24'-7" 4 43 j 49 F - 5'-1„ 2�q F 29 B 11' 3" �� G 38 F 19' 16'-11" 78 G 44 � 23'-11., �3 j 50 F - - - 5'-0„ 2�q F 30 B 10'-11" �, G 38 �E 3'-7, 20' 16'-6" �8 G 45 F 23'-4" 50 F - - - - - - - - - 10'-8" /3i G 39 F 3, q„ /a3 21' 3'-2" 16'-1" %8 G 45 F 22'-9" 4 43 yj 50 F - - - - - - 10'-5" �1 G 39 �/E µ0F ESS to NOTE: a Nq "SAMPLE" ��� JJp PNESG, p FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: _ -�{r �� �dl��", 1 [ WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12'-0" �� ; V �+ Y NO. 21543 m SEE ALTERNATE FOOTING TABLES I Lexv.9ao-aoo7 I� SHT. 9 FOR ATTACHED & 9 OF CALIF t� SHT. 29 FOR FREESTANDING Ju'�pp�/ J?�FIV� d r LC.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD=RATIO'COVER`SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10. 20 8 30 pst DURALUM PRODUCTS, INC. FT31c1 17 OF 30 ER -2640P SCALE:NONE C 0060 TELEGRAPH RO..DOWNEY, CA 90240 110 FREESTANDING gIJDATTACHED HORIZ. WIND= 6269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & D.P. (562) 606.1337 FAX:927-2509 Ioxong@hotmail.com 70, 90 8 110 MPH 1916) 452-7021 FAX a0Y1519 5ales(Aduralum.com 20# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS DRAWN BY: K.K. FOX ENGINEERING INC. 6.5" ROLLFORM LIVE LOAD = 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM Q = � p 5 ~ O Z g a Z O MAX.POST SPACING 110 MPH SHEET MAX.POST SPACING 110 MPH 8060 TELEGRAPH RD.. DOWNEY. CA 90240 MAX. POST SPACING 110 A1PH MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FTG (IN.) N. TYPE FTG (IN.) MIN. POSTPOST TYPE FTG. (IN.) MIN. POSTMIN. TYPE FTG (IN.) MIN. POST TYPE FIG (IN.) MIN POST TYPE FTG (114.) MIN. POST TYPE FREESTAND ATTACHED FREESTAND ATTACHED FTG (IN.) POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG . (IN.) MIN. POST TYPE 4' 8'-11" 10'-3'. 30/ F z3 B 15' 11 . 33/ G zs g 11' 3'. 3% G z3 g 11'-9" %% G z4 B 9'-9" 52 G 22 B 6 T-1" 9'-2" X F 23 B 14'-3" � G 27 B 10'-1" 3Y G 24 10'-6" 3Y G 24 B 8' 9" 30 G 23 B 6 5'-11" 8'-5" 30 3, F 24 B 13'-0" � G 28 B 9'-2" 31 32 G 25 pB g 9-_7r 31 32 G 25 B 8'-0" G 24 B 7' 5'-1" T-9" 2X F 25 B 12'-0" � G 29 B 8'-6" 3,32 G zs B 8'-11" 3� G z6 B 7'-5" 3z G 24 B a 4'-5" T-3" 2% F 25 B 11'-3" 30/ G 29 B 8' 0, za G B 8,Arr 2% G 26 B 6'-11" 2- F 25 B 9 T-11 ° 6-10" 2Z F 26 B 10-J" 30/ G 30 B T-6" %29 F 27 B x'-10" 2� F 27 B 6-6. 21 F 25 B 10' T-6- 6-6" 2;/2B F 26 g 10'-1" G 3o B T-1" za F 27 B ��-s" za F 27 B 6-2" 2% F 26 B 3'-2" 6'-2" 2� 2a F 27 B 9' T' / G 31 B 6'-9" 28 / F 27 B T-1" 28 9 F 2a B s'-11" 2% F 26 B 12' - 5-10" 2Z F 27 B 9'-2" 3/0 0/ G 31 B 6-6" 2% F 28 B 6-9" 2% F 28 % 6-8" F 27 B 13' - 6-6" 27 2a F 27 B 8'-10" 30/ G 32 B 6-3" % F 29 B 6'-6" 2% F 29 XE 5-5" 2% 25 F 27 B 14' - 5'-2" 27 2a F 27 B Br��� 2� 28 G 32 B 6'-0" 25 / F B 6'-2" 25 2, F 29 B � 5'-2" 24 25 F 27 B 15' - - - - - 8'-2" 2X G 32 g 5-10" F 29 B 6-1" 2% 26 F 29 B -T - 16' - - - - - T-11" 2/ G 33 B 5'-8" F 29 B 5'-10" 2% F 29 / - - - G 33 B 6-6" % F 30 B 5'-8" 23 24 F 30 % - - - - - NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. = 10'-0" —[]—FIGURE INDICATES MAX.. HT. = 12,_0„ BUTT. Y � P,, . SO1' DI G NO. 21543 R l T EXP. "0.2007 p Sr Com P 9�(�;C/L 0 I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 �JM�fES G. FOX, CIVIL ENGINEER POST SPACING TABLE 20 a 30 0:l DURALUM PRODUCTS, INC. SHEET ER -2640P SCALEto, 8060 TELEGRAPH RD.. DOWNEY. CA 90240 110 FREESTANDING HORI2. WIND= 1269 ALPINE AVE., SACRAMENTO, CA 95826 ,a OF 30 REVISED BY: REVISED BY: K.K. 8 D.P. (562) 806-1337 FAX:927.2509 loaerg@hotnull.com ANDATTACHED 70, 90 d 110 MPH (976) 452-7021 FAX 403-1519 sal05@duralum com mo rv. cFaraar. 20# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS DRAWN BY: K.K. FOX ENGINEERING INC. I -BEAM 10" I -BEAM DBL. 2"x6.5"x.02411BM DBL67" R 3"x8"BEAM 3'1x811 BEAMMINSERT } � DATE: 11/232002 I_ JAMES G. FOX, CIVIL ENGINEER 110 MPH 10, 20 B 30 psl 110 MPH 19 OF 30 110 MPH 110 MPH SCALE: NONE 110 MPH 2 S O Lo Z g MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST FREESTAND ATTACHED FREESTAND I ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED m x a a u) SPACING SPACING SPACING SPACING SPACING FTG MIN. FTG MIN. FFG MIN. FTG MIN. FiG MIN. FTG MIN, FTG MIN. FTG MIN. FTG.MIN. FFG MIN. r- g w p (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE ' (IN.) POST TYPE (IN.) POST TYPE LIN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 3 -POST . (IN.) TYPE (IN.) POST TYPE 4• 8'-11" 32'-9" G 33 F 46-2" n951 K 37 F 8'-6" 2� G 21 B 10'-0" % G ` ..0 B 21'-2", � G 29 C/ s 7' 1" 29'-4° % G 3n F 41'-5" % K 3B F T -T' 2% G 22 B 8'-11" z% G z3 B 18'-11" % G 30 C� 6' S'-11" 26'-9" n/4 G 35 F 37'-9" 4� K 39 F 6'-11" z% G 23 B 8,_2„ 3 G 24 B 17'-3" Y G 31 5/ 24'-9" % Q2 So m� 4' s s T e 4 10• 1r 12' 13' 14' 1 30# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS FOX ENGINEERING INC. 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM OV ? S dz z<n0 MAX.POST SPACING 110 MPH MAX.POST SPACING MPH MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHED ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED F7G (IN.) MIN. POST TYPE FTG (IN.) MIN. TYPE WFREESTAND ' FTG (IN) MIN. POST TYPE FTG (IN) M'JN. POST PE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN) MIN, POST TYPE FTG (IN.) MIN. TYPE FTG (IN.) MIN. POST TYPE 6'-0..8.5.,z�G z1 13'-2..POST 24 9'-3" zz9 G 22 9,_8„ zY G u B/ 8'-1„ ze G 21 g 4'-10" 7'-7" 2� G zz 11'-9" 3� G zs BB� 8' 3" z� G z3 � 8'-8" z� G 23 � 7'-2" G zz B 4'-0" 6'-11" 2% F 23 B/ 10'-9" 3% G B/ %' �" 2% F 24 % 7'-11" 2% G 24 % 6'-7" 2% F 22 B 3'-5" 6'-5" z% F 23 9'-11, 3 2 G 27 BB 7'-10" z� F zs �C T -4"%F zs B/ 6' 1" 2� F 23 B 3'-0" 6'-0" % F 24 B 9'-3" 28 29 G 27 � 6'-7" 26 27 F 25 B 6'-10" % F 25 B� 5'-8" %7 F 23 g 2'-8" 5-7" F 24 1 B/ 8. 9.. 220 G 29 6' 2" F 25 � 6'-5' 27 F 25 BB E 5,-4„ F 24 B 2'-5" 5,-4„ � F 25 BB/ 8,-4„ 2� G 2B BB� 5'-10" % F z5 � 6'-1" F 25 � 5'-1' F 24 g 5'-1" % F 25 � 7'-11'. 2%q G 29 5' 7" � F z6 C 5'-10" F 25 E 4'-10" 27 F 25 g - 4'-10" % F 25 B�/E 7'-7"2% G 29 B/ 54„ % F 26 3 5'-7" %7 F 26 B/4'-7" % F 25 B - - - - - 7'-3" 2% G 30 B�/E 5 -1 F 26 � 54" F 27 BXE - - - - 7' o" zzs G 3o B� 4'-10" F 27 5'-2" F 27 � - - NOTE: FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-O" FIGURE INDICATES MAX.. H7. = 12'•0" SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING p1yOFES510 � + �� w PF tI,EStB C.F ILDING �s - m NO. 21543 EXP, 9J0-2007 p w APPROVED _ 'Sr CIVL '11FOFCN,7�Pc� I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11238002 �JAMESG. FOX. CIVIL ENGINEER POSTSPACING TABLE t0.2o a 30 psl DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE T 8060 TELEGRAPH RD., DOWNEY. CA 90240 710 FREESTANDING HOR12. WND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452.7021 20 OF 30 REVISED BY: K.K. B D.P. (562) 806-1337 FAX.927-2509 loreng(dholmail.com ANDATTACHED 7I 90 8 110 MPH FAX 403.1519 sates@aumium.com NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. = 10'-0" 17;1! FIGURE INDICATES MAX.. HT•.II 1.2'_0•. q,0FE SSION 9 MES C, m NO. 21543 n EXP. 9d0-2007 9q Cl Vll �P �OF CA11, I.C.C. E.S. EVALUATION DRAWN BY: K.K. 7" I -BEAM 10" I -BEAM DBL. 2"x6.5"x.024"BM ��`'OR 3"x8 BEAM_ 3"x8" BEAMw/INSERT } JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 110 MPH DURALUM PRODUCTS, INC. 1(916)452.7021 110 MPH ER -2640P 110 MPH - 8060 TELEGRAPH RD., DOWNEY, CA 90240 110 MPH HORI2. WIND= 110 MPH 1- 5 o O m u-3 MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED R `$ � g O SPACING SPACING SPACING SPACING SPACING FiG MIN. POST FTG MIN. POST FTG h11N. POST FTG. MIN. POST FTG MIN. FTG MIN. POST FTG MIN. POST FTG MIN, POST FTG.MIN. POST FTG.MIN. POST ( IN.) TYPE (ItJ.) TYPE (IN.) TYPE (IN.) TYPE (IN -)POST TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE CIN.) TYPE 4' 6'-0" 27'-0" 4� J 31 E/F 38'-1" 4�s H F 7'-0" z� F zo g 8'-3" 2� G zt B 17'-5" 3% G z7 g 5' 4'-10" 24'_1" 4% J 32 E/F 34'-1" ��5 H 3s F ' 6'-3" a/9 F 21 B 7'-4" 2X G 22 B 15'-7" 3X G 28 B 6 4'_p" 22'-0" 4� H 33 F 31'-1., 44/5 H 37 F 5'-8" 28 F 21 g 6'-8" 2� G 22 B 14'-3" 3� G 29 E 7• 3'-5" 20'-4" 4X G 34 F 28'-9" 444 H 38 F/r; 5' 3" 2Yy F 22 B 6'-2" �� GV 23 B 13'-2" 3� G 29 E� Er 3. 0., 19'-1" 3� G 3s F 26' 11" 4�i H 39 F/G 5'-10. j G B 12' 4" 34 G 3D 3° E X s 2-8" 18'-0' 3/ G 35 F 25,A„ a�z H ao F/G - _ 5,�, zs/ G 2a g 11'-7" 344 G 3t E/F 10' 2',5" 1T-0" 37 G 36 F 24'_1" 4'X42 H ao F/G - _ - _ 5'-2" 266 G 24 B 11' 0., 34/ G 31 E27 /F 11• _ 16'-3„ 3Z (-� 37 F 22_11„ 4% H IH 41 G - - _ - - 4'-11„ 26/ G 25 g 10,-6„ 34/ G VG 32 E� 12' _ 15'_7n 37 G 37 F/G 22'-0" 4i2 a2 G - - _ _ _ .q�_9„ 2sX 27 G 25 g 1p�_1�� 34/ 32 E/ 13' - 14'-11" �/ G 38 F/G 21'-1" �9 H 4z G - - _ - _ _ - - - _ 9-8 3/ 32 G 33 E� 14• - 14'-5" 34� G 38 FjG 20'-4" 3e/ H 43 G - - - - - - - - 9,��� 3� G 32u13,_11,34/G38 LF G/G 19'-8" 3a/9 H 43 G _ 9'0„ 3% G NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES MAX.. HT. = 10'-0" 17;1! FIGURE INDICATES MAX.. HT•.II 1.2'_0•. q,0FE SSION 9 MES C, m NO. 21543 n EXP. 9d0-2007 9q Cl Vll �P �OF CA11, I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: ISHEET REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 8 30 psl I DURALUM PRODUCTS, INC. 1(916)452.7021 21 OF 30 ER -2640P SCALE:NONE 8060 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING gNDAT7ACHED HORI2. WIND= 8269 ALPINE AVE., SACRAh1EN70, CA 95828 ,w w onnar,� REVISED BY: K.K. 8 O.P. 562 806.1337 FAX:927-2509 loxeno(811,olmail.com 70.908 110 MPH FAX 403-1579 sales@dumlum.com 10# L. L. r m MAx.COL. SPACING ON SLAB SEE FOOT- NOTE' 3" STEEL BEAM POST SPACING FrG. CUBE F SIZE 70 8 90 MPH 6 11'4" 13-7" 19 POST SPACING ON FTG. CUBE FT'G. SIZE 70 MPH PH 19 a 8'-6" 124" 20 9 7'-7" 12'-0" '21 10 6-9" 11'-6" 22 Is, 6-2" 11'-2" 22 12• 5'-8" 10'-3" 22 t3' 5'-2" 9'-11" 22 14• 4'-10" 9'-7" 23 15• 4'-6" 9'-3" 23 16' 4'-3" 9'-0" 23 17' 4'-0" 8'-8" 23 18• 3'-9" 8'-7" 24 19•3'-7" 22 8'-4 24 20• 3'4" 8'-2" 24 21' 3'-2" 8'-0„ 24 FOOTNOTE: HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS DBL.2"x6.5"x.024"BM DBL.2R 3"x x.032" BM OR B"BEAM DBL.3" x 8" BEAM 3" x 8" BM W/INSERT POST SPACING ON FTG. CUBE FT'G. SIZE POST SPACING ON FTG. CUBE FrG. SIZE POST SPACING ON FTG. CUBE FT'G. SIZE POST SPACING ON FTG. CUBE FT'G. SIZE 70 MPH PH 70890 MPH 70 MPPHH 70 990 MPH 11'-7" 18 13'-3" 19 15-7" 19 28'-9" 25 10'-11" 19 12'-3" 20 14'-7" 20 28,-1,. 26 10'-6„ 19 11'-5" 20 13'-9" 20 27'-5" 27 10'-0" 20 10'-10" 21 13'-2" 21 26'-10" 27 9'-7" 20 10'4" 21 12'-8" 21 26-3" 28 9'-2" 21 9'-10" 22 1 Z-4" 22 25-9" 29 8'-10" 21 9'-5" 22 11'-9" 22 25'-3" 29 8'-7" 21 9'-0" 23 11,x„ 23 24'-9" 30 8'4" 22 8'-8" 23 11' 0" 23 24,-4„ 30 8'-0" 22 8'-5" 24 10'-9" 24 23'-11" 31 7'-10" 22 8'-2" 24 10'-6" 24 23'-6" 32 7'-7" 22 7'-11" 24 10'-3" 24 23-1" 32 7'-5" 23 7'-8" 25 10'-0" 25 22'-9" 33 7'-3" 23 7--5" 25 9'-9" 25 22'-5" 33 7,-1„ 23 T-2" 25 9'-6" 25 22'-1" 33 6-11" 23 6'-11" 26 9,-3" 26 21'-5" 34 10' HT. OR LESS DRAWN BY: K.K. MINIMUM NO. OF POST } HT.=B' MAX. HT.=10' MAX. T3 POST TYPE POST TYPE 1 2 1 2 SHEET ER -2640P 2 2 2 2 2 3 2 2 7 2 3 2 2 2 3 2 2 B 22 2 2 2 4 2 2 9 2 3 2 2 2 4 2 3 10• 2 4 2 2 3 4 2 3 12 22 4 2 3 3 5 3 13• 3 4 2 3 3 5 2 4 14. 3 5 —3-3 3 5 2 4 1s' 3 5 2 3 3 6 3 4 16• 3 5 2 3 4 6 17' 3 5 2 4 4 8 18' 3 5 2 4 4 7 2 5 19• 3 6 2 4 4 7 3 5 20• 46 2--4 4 7 3 5 2v 4 6 3 q � 3,__5 - NOTE: FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES 70 MPH --a FIGURE INDICATES 90 MPH SEE ALTERNATE FOOTING TABLES pa9FE SSIO ' SHT. 9 FOR ATTACHED & A� PjhlS G'F SHT. 29 FOR FREESTANDING * i FOOTNOTE:' NO. 21543 a COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY EXP. 9.30.2037 COL. TYPES 2 =.032" SIDEPLATES, ON CO (NC. SLAB OR FOOTINGS. s� civic r * 1 1I ( r I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIvELOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER POSTSPACING TABLE 10, 20 8 30 ps, DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE BOfiO TELEGRAPH RD., DOWNEY, CA 90240 70190 FREESTANDING ANDATTACHED I HORIZ. WIND= 8269 ALPINE AVE.. SACRAMENTO, CA 95526 1(916)452-7021 22 OF 30 REVISED BY: K.K. 8 D.P. (562) 8061337 FAX:927-2509 1axeng@11ol"il.com 70, 90 8 110 MPH FAX 403-1519 soles@Cumlum.com goo w� 4 10# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT..OR LESS < 7 O E $' MAx.COL. SPACING ON SLAB FOOT• SEE NOTE' 3" STEEL BEAM DBL.2"x6.5"x.024"BM DATE: 11232002 CBLOR 3'x8 BEAM M DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT SCALE:NONE a = 1- ' m MINIMUM NO. OF POST T' POST SPACING ON FTG' CUBE FTG. SIZE POST SPACING FTG. CUBE FTG. SITE POST SPACING FTG. CUBE FTG. SIZE POST SPACING F7G. CUBE FTG. SIZE POST SPACING FOTG. CUBE FTG. SIZE HT.=B' MAX. HT.=10' MAX. POST TYPE POST TYPE 1 2 1 2 s 11'-4" 11'-11" 20 9'-7" 19 10'4" 19 12'-8" 25 19 8" 33 s 5 3 6 3 7 9'-8" 10'-11" 21 9'-0" 19 10'-0" 20 12'11" 26 19'-4" 34 7 5 3 7 4 Er 6-6" 9'-11" 21 8'-7" 20 9'-8" 21 12'-0" 27 18'-10" 36 a 6 3 7 4 s 7'-7" 9'-6" 22 8'-3" 20 9'-4" 21 11'-8" 28 18'-5" 37 9 6 4 8 4 10' 6-9" 9'-0" 22 7'-10" 21 9'-1" 22 11'-5" 29 18'-1" 38 10' 7 4 9 5 11• 6-2" 8r4" 22 7'-6" 21 8'-10" 22 11'-3" 29 17'-8" 39 ,1 8 4 9 5 12' 5-8" z 8'-4" 23 7'-2" 21 8'-7" 23 11'-0" 30 17'-4" 40 ,z' 8 5 10 6 13' 6-2" 8'-1" 23 T-0" 22 8'-4" 23 10'-9" 31 17'-0" 40 13' 9 5 11 6 14' 4'-10" 7'-10" 23 6,-9„ 22 8'-1" 23 10'-6" 31 16'-9" 41 14' 9 5 11 6 1s• 4'-6" 7,-7„ 23 6-6" 22 T-11" 24 10'-3" 32 16-5" 42 15' 10 5 12 7 16• 4'-3" 7'4" 24 6,-4„ 23 7'-8" 24 10'-0" 32 16-2" 43 16' 10 6 13 7 17• 4'-0" 7'-2" 24 6-2" 23 7'-5" 249.4.33 15'-11" 43 7T 11 6 14 8 18• T-9" T-0" 24 6'-1" 23 T-2" 24 9'-0„ 33 15-8" 44 18• 2 2 2 2 19' T-7" 6-10" 25 5'-11" 23 6'-11" 25 9'-3" 34 15-5" 44 19• 2 2 2 2 20' 3'-4" 6-8" 25 5'-9" 23 6-8" 25 9'-0" 34 15-3" 45 20' 2 2 2 2 2t 3'-2" 6-6" 25 5'-7" 23 6-5" 25 8'4" 34 15'-0" 45 21• 2 2 2 2 FOOTNOTE: HEADER AND OR MIN. NO.OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED I.C.C. E.S. EVALUATION DRAWN BY: N.N. FOX ENGINEERING INC. LIVE LOAD= ,,NOTE: 4FOOTING.SHOWN SHEET � i Uc 7,—`�\ DATE: 11232002 zWITHOUT IN CUBIC INCHES+ SLAB. i�t7 DURALUM PRODUCTS. INC. aSEE ALTERNATE FOOTING TABLESo�SHT. SCALE:NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 110 FREESTANDING ANDATTACHED 9 FOR ATTACHED3�pSHT. 8269 ALPINE AVE.. SACRAMENTO. CA 95826 29 FOR FREESTANDING FOOTNOTE:' °0.c (916) 452.7021 FAX a07-1519 salos@Cumlum.com COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. I.C.C. E.S. EVALUATION DRAWN BY: N.N. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11232002 JAMES G. FOX. CIVIL ENGINEER POST SPACING TABLE 10, 20 8 70 Psl DURALUM PRODUCTS. INC. 23 OF 30 ER -2640P SCALE:NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 110 FREESTANDING ANDATTACHED HORIZ. KNO= 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. B D.P. (562) 806.1337 FAX:927-2509 foxeng@iholrnail.com 70, 908110 MPH (916) 452.7021 FAX a07-1519 salos@Cumlum.com 20# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS Ar- F ri o m MAX.COL. SPACING ON SLAB SEE FOOT- NOTE' 3" STEEL BEAMDBL.2"x6.5"x.024"BM RE.PORT NUMBER DATE: t 1232002 DBL.2"x6.5"x.032" OR BM 3"x8"BEAM DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT >- as m I— 1- C3 m 1- MINIMUM NO. OF POST FOOTNOTE: 24 OF 30 POST SPACING °G CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE HT.=B' MAX. HT.=,O' MAX. POST TYPE POST TYPE 1 2 1 2 3 s 8'-11" 9'-9" 19 8'-6" 18 10'-0" 19 13'-10" 21 20'-9" 24 6 5 3 6 7 7'-1" 9'-3" 20 8' 0" 19 9'-8" 20 12'-1" 21 20'-3" 25 7 5 3 7 4 4 4 5 B 5'-11" 8'-9" 20 7'-7" 19 9'-4" 20 11'-9" 22 19'-10" 26 B 6 3 7 s 5'-1" 8'-4" 20 7'-3" 20 9'-0" 21 11'-5" 23 19'-5" 27 s 6 4 8 10' 4'-5" 8'-0" 21 6'-11" 20 8'-9" 22 11'-2" 23 19'-0" 28 10' 7 4 9 3'-11" 7'-8" 21 6-8" 20 8'-6" 22 10'-11" 24 18'-7" 29 „' 8 4 9 5 6 12' 3'-6" 7'-5" 22 6-5" 21 8'-3" 23 10'-8" 24 18'-3" 29 12' 8 5 10 t3. 3'-2" 7'-2" 22 6'-2" 21 8'-0" 23 10'-5" 25 17'-11" 30 13' 9 5 11 6 6 7 14' - 6-11" 22 6-0" 21 7'-9" 23 10'-2" 25 17'-7" 30 14' 9 5 11 15' - 6-8" 23 5-10" 22 7,-0 23 9'-11" 26 17'-3" 31 15' 10 5 12 16• 6'-0" 23 5'-8" 22 7'-5" 24 9'-8" 26 17'-0" 31 16' 10 6 13 7 17 _ 64" 18 5-0n 22 7'-0" 24 9'-5" 2632 16'-8" 17' 11 6 14 8 FOOTNOTE:' HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING NOTE: FOR 70 / 90 MPH MIN. POST, SEE 10# TABLE FOOTNOTE:' COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. Qty OFESSI,, pIDESG.R N 2 x f C { NO. 21543-302007 t" 1Ar i # + S�, Cl VII gyp. grFOF CA I.CC. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: RE.PORT NUMBER DATE: t 1232002 F JAMESG. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 a 30 PSI DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE E BOfiO TELEGRAPH Rb.,DOWNEY, CA 90240 110 FREESTANDING ANDATTACHED FIORIZ . NAND= V 8269 ALPINE AE., SACRAMENTO, CA 95826 24 OF 30 REVISED BY: K.K. 8 D.P. 562 806.1337 FAX:927.2509 lox en holmall.com 70, 90 & 110 t.1PH (916) 452.7021 FAX 403-1519 sales@dumlum.com rue rc c�nxal 30# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS rFOOTNOTE- F S o F S' J - MAX.COL. SPACING ON SLAB FOOT- 3" STEEL BEAMDBL.2"x6.5"x.024"BM ' DBL.2N6.5"x.032" OR BM 3"x8"BEAM DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT SHEET > ¢ m S o 1- MINIMUM NO. OF POST 110 FREESTANDING ANDATTAC14ED POST SPACING ON FTG.- FfG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. SIZE POST SPACING ON FTG. CUBE FTG. 517E HT.=B' MAX HT.=10' MAX. POST TYPE POST TYPE 1 2 1 2 6 6'-0" 8'-11, 18 .7'-0„ 17 8'-4" 18 10,-4„ 19 17'-1" 23 a 5 3 6 3 7 4'-10" 7'-7" 18 6'-7" 17 8'-0" 19 10'-0" 20 164" 24 r 5 3 7 4 a 4'-0" 7'-2" 19 6-3" 18 7'-9" 19 9'-91, 21 15-8" 24 a 6 3 7 4 9 3'-5" 7'-0" 19 6-0" 18 T-6" 20 9•-6„ 21 15'-0" 25 s 6 4 8 4 10' 3'-0" 6'-7" 20 5-8" 19 7'-3" 20 9'-3. 22 14'-6" 26 10' 7 4 9 5 11' 2'-8" 6-4" 20 6-6" 19 7'-0" 21 91-0" 23 14'-0" 26 „ 8 4 9 5 12' 2'-5" 6'-1" 20 5'-3" 19 6'-9" 21 8--g". 23 13'-7" 26 12' 8 5 10 6 13' - 5-10" 21 5-1" 20 6-6" 21 8'-6„ 23 13'4" 27 t3' 9 5 11 6 14• - 5'-7" 21 4'-11" 20 6-3" 22 8'-Y 24 13'-1" 27 14• 9 5 11 6 NOTE:' FOR 70 / 90 MPH MIN. POST. SEE 10# TABLE FOOTNOTE: COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. FOOTNOTE: ' NOTE: HEADER AND OR FOOTING SHOWN IN CUBIC INCHESY MIN. NO. OF POST WITHOUT SLAB. REQUIRED SPACING MUST EXCEED SEE ALTERNATE FOOTING TABLES �I� pRUFESSInNq ALLOWABLE SLAB SPACING SHT. 9 FOR ATTACHED 8 �7 �"y�IPMES O.F + l 1,1 OR LESSER MUST BE USED SHT. 29 FOR FREESTANDING `rii '' h$ m I� dv-•�fr P— —"- (�%�;— l NO. 21543 p EXP. 'S3P2007 Sr CIVIL P q tGFCp f�Pt, I.C.C. E.S. EVALUATION DRAWN BY: K.K, FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: ' REPORT NUMBER DATE: 11872002 JNAES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 8 30 Psl DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE i 8060 TELEGRAPHRD., DOWNEY. CA90240 110 FREESTANDING ANDATTAC14ED HOR12. WIND.= 1.269ALPINE AVE., SACRAMENTO, CA95826 25 OF 30 REVISED BY: K.K. 8 D.P. (562) 806.1337 FAX:927.2509 loacng@hotmail.com 70, 90 8 110 MPH (916) 452-7021 FAX 401-1519 salos�tlumlum.coln 10# L.L. 70 & 90 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LESS DRAWN BY: K.K. DBL.2"x6.5"x.032" BM. OR 3"X8"BEAM DBL. 2" x 6.5" x.024" BEAM DBL. 3" x 8" BEAM 3" x 8" BM W/ INSERT y 5 = Fr CD O MAX. POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. SPACINGS MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. SFAOCSWG I MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. SPACING3 MAX. POST HT. = 8' MAX. POST HT. = 12' _ m O ~ 70 90 MPH 70 90 MPH 7090 MPH 70 �90 MPH 70 �90 MPH 70 �90 MPH 7090 MPH 70 �90 MPH MIN. POST TYPE CUBE FTG. MIN. POST I TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG, I MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG MIN. POST TYPE CUBE FTG. s 12'-5" 24 26 / 26 28 11' 7" F F -' 26 / 24--128 15'-7" G G 24 22 G G 2� 28'-9" j 28 30 G J 30 34 s r 12'-2.. F F -- 26 F G 26 28 0'-11" � 24 26 F G -- 28 14'-6" 24 22 G G 2 28'-1" 28 30 G J 334 T a 11-11 F F 24 26 � 26 28 10' 6" F F 24 26 F 24,,--'28 13'-6., / 24 22 G G 230 27'-5" j 28 30 G J 3 4 a 9 11'-8" F 24 26 F G 26 28 10'-0" F F 24 26 / 24 28 12'-9" j 24 22 G G 26 30 26'-10" j 28 30 G J 3� 9 ,0 11'-5., F F 24 26 F G 26 28 g,_7, F F 24 26 / 24 28 12'-1" j 24 22 F G 2� 26'-3" / -- 30 G J 334 10' F F 22 24 / 26 28 9--2-- F 24 26 F G 24 28 11' 7" j 24,---22 F G 2� 25'-9" 28,-- G J 3� 12 ' " F G26 24 8-0" / 24 24 24 11-0" j 224F G�25-3 2 j 28 30 32224 � 12• 13• 10'-9" F F 22 26 F G 24 26 8'_7�� 22 1-1 24 F G 24 24 10'_7.. 22 24 F G 24 28 24'-9" 28 30 G J 3� 13• 14' 10'-6" F F 22 .22 F G -4 26 8'-4" 22 24 F G 24 26 1 p'-2" 22 24 F_--*' 2� 24,x„ 28,--30 G G 3� 14' ,s 10-4-' F F 22 22 F G 24 26 8. 0.. F F 22 24 F F 24 24 9'-10.. / 22 24 F G 2� 23'-11' / 28,,-"30 G G 30 15 16 10'-2" F F 22 22 / 24 2g 7'-10.. 22 24 24 24 g. 7., G F 22 24 F G 24 28 23'-6" j 28 30 G G 30 16 17' 10'-0" 22 22 24 26 7�_7'� 22 24 24 24 g._3.. G F 22 24 F 2� 23'-1" 26 30 G G 3� 17• ,e 9'-10" F F 22 22 / 22 24 7' S" 22 22 � 22 24 g,_0„ G F 22 24 F G 2� 22'-9" > 26,--30 G 2� 1e 19' 9'-8" 22 22 F G 22 24 7._3.. F F 22 22 � 22 24 8._g.. G F 22 24 F 226 22'-5" j 26,--30 G G 2� 19, zo' 9'-7" 22 22 F G 22 24 7'_1" 22 22 22 24 8''7 j 22 24 F G 2' 22'-1" 26,-`1-11 30 G G 28 32 20. z1 9'-5" 5---F_ F 2 22 33-2 F G 22 24 6-11" 22 22 22 24 8,�, G F 22 24 F G 24 26 21'-5" 26 30 G G 2� 21 NOTE: I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOOTING SHOWN IN CUBIC INCHES 9typFE9510N WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES ` '�MESC,a? + " SHT.9 FORATTACHEDB .`• FOOTNOTE: "SAMPLE" NO. 21543 s SHT. 29 FOR FREESTANDING Exa.aaaxao7 SCALE: NONE INDICATES POST & FTG. INDICATES POST & FTG. sr CIVIL HORIZ. W ND= FOR 70 MPH FOR 90 MPH OF CpUF��\P I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 70, 20 8 30 Psi DURALUM PRODUCTS, INC. SHEET ER -26400 SCALE: NONE E 8060 TELEGRAPH RD.. DOWNEY, CA 90240 70/90 FREESTANDING HORIZ. W ND= 8269 ALPINE AVE.. SACRAMENTO, CA95826 26 OF 30 REVISED BY: K.K. 9 D.P. (562)806-1337 FAX:927-2509 foxono0hotmail.com ANDATTACHED 70. 90 d 110 MPH (916) 452-7021 FAX 403-1519 sales@eumlum.com 10# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS 3" x 8" BM W/ INSERT DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.5" x.024" BEAM DBL. 3" x 8" BEAM PACING > Ir 2 m o 2 MAX. POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX.HT. POST SPACING MAX. POST = 8' MAX. POST HT. = 12' 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. a 10'-4" G 28 G 30 9 7 G 26 G 28 15'-7" G 28 G 30 7 10'-0" G 28 G 30 91-0" G 26 G 28 14'-6" G 28 G 30 a 9'-8" G 28 G 30 8-7" G 26 G 28 13'-6" G 28 G 30 er 9'-4" F 28 G 30 8'-3" G 26 G 28 12'-9" G 28 G 30 10' 9'-1" F 28 G 30 T-10" F 26 G 28 12'-1" G 28 G 30 " 8'-10" F 28 G 30 T -5"F 26 G 28 11'-7" G 28 G 30 12' 8'-7" F 26 G 28 7.-2-. F 24 G 26 11'-0" G 28 G 30 1S 8'-4" F 26 G 28 T-0" F 24 G 26 10'-7" G 28 G 30 14' 8'-1" F 26 G 28 6-9 F 24 G 26 10'-2" G 28 G 30 'S, T-11" F 26 G 28 6.-6. F 24 G 26 9'-10" G 28 G 30 t8, 7'-8" F 26 G 28 6'-4" F 24 G 26 9'-7" G 28 G 30 17' T-5" F 26 G 28 6-2 F 24 G 26 9'-3" G 26 G 28 18' T-2" F 26 G 26 6,-1„ F 24 G 26 9'-0" G 26 G 28 19' 6-11" F 24 G 26 5-11' F 24 G 24 8'-9" G 26 G 28 20' 6'-8" F 24 G 26 5 -9 F 24 G 24 8'-7" G 26 G 28 F 24 G 1 26 1 5'-7" F 24 G 24 8'-4" G 1 26 G 28 NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING 12' HT. OR LESS 3" x 8" BM W/ INSERT y S 7POST I MAX. MAX. POST HT. = 8' MAX. POST HT. = 12' PACING 110 MPH 110 MPH JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. SCALE: NONE 12'-8" G 32 J 34 B 12'-4" G 32 J 34 7 12'-0" G 32 J 34 a G 32 J 34 e G 32 J 34 10' 11'-3" G 32 J 34 ++' 11'-0" G 30 J 32 IT 10'-9" G 30 J 32 t3 10'-6" G 30 G 32 14' 10'-3" G 30 G 32 15, 10'-0" G 30 G 32 's' 9'-9" G 30 G 32 17' 9'-6" G 30 G 32 18' 9'-3" G 30 G 32 IT 9'-0" G 30 G 32 20' G 30 G 32 1 21' U/LD/ '114s�y W. NJ G 41 % 3 I.C.C. E.S. EVALUATION DRAWN B23 K.K. �_ FOX ENGINEERING INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER GATE: 11232002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 & 30 psf DURALUM PRODUCTS, INC. 27 OF 30 ER•2640P SCALE: NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 110 FREESTANOIIJG ANDATTACHED HORIZ. VIAND = 8269 ALPINE AVE.. SACRAMEMO, CA 95826 fD' Opt REV I SED BY: K.K.&D.P. (562) 806.1337 FAX:B27.2509 foxeng@nolmail.com 70,90&Ila tAPH g (16) 452.7021 FAX 40]1519 sales�dur4lum.com 'i00 20# L. L. 110 MPH FREESTANDING nPFN I ATTIrF PATin rnvFR.q 17"T nQ i r:cc NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING i QILOFESSI0,1, Q -`o F11,E5 G.p 5 � + c a NO. 21543 m EXP. 9-30.2007 F Srq CIVIL. P. �¢Cl1f011�� I.C.C. E.S. EVALUATION DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.511 x .02411 BEAM DBL. 3" x 8" BEAM 3" x 8" BM W/ INSERT PATIO COVER SYSTEM AS MFG. BY: K = m O ¢ MAX. POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. POST SPACING MAX. POST HT = 8' MAX. POST HT = 12' MAX. POST SPACING MAX. POST HT = 8' MAX. POST HT. = 12' S � 5 o � 9 110 MPH 110 MPH 110 !APH 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. VIN. POST TYPE CUBE FTG. MIN, POST TYPE CUBE FTG. MIN, POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 6 9'-0" G 28 G 30 8'-6" G 26 G 28 11'-5" G 28 G 32 201-9n G 32 J 36 7 8' 911 G 28 G 30 81 0„ F 26 G 28 10'-7" G 28 G 32 20'-3" G 32 J 36 T B 8'-7" G 28 G 30 7'-7" F 26 G 28 9'-11" G 28 G 32 19'-10" G 32 J 36 s s 8'-5" G 28 G 30 7,-3" F 26 G 28 9'-4" G 28 G 32 19'-5" G 32 J 36 s 10• 8'-3" G 26 G 28 6'-11" F 24 G 26 8'-10" G 28 G 30 19'-0" G 32 J 34 +o' 11' 8'-1" F 26 G 28 6'-8" F 24 G 26 8'-5" G 28 G 30 18'-7" G 32 J 34 It, 12' 7'-11" F 26 G 28 6'-5" F 24 G 26 8'-1" G 28 G 30 18'-3" G 32 J 34 12' 1T 7'-9" F 26 G 28 6'-2" F 24 G 26 7'-9" F 28 G 30 17'-11" G 32 J 34 13' 14' 7'-7" F 26 G 28 6-0" F 24 G 26 7'-5" F 28 G 30 17'-7" G 30 J 32 14' 15' 7'-5" 1 F 26 G 28 5'-10" F -24 G 26 7'-2" F 28 G 30 17'-3" G 30 J 32 15' 16' 7'-4" F 26 G 28 5'-8" F 24 G 26 7'-0" F 28 G 30G 17'-0" 30 J 32 +s 1T 7'-3" F 26 G 28 5-6" F 24 G 26 6'-9" F 28 1 G 30 16'-8" G 30 J 32 IT NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING i QILOFESSI0,1, Q -`o F11,E5 G.p 5 � + c a NO. 21543 m EXP. 9-30.2007 F Srq CIVIL. P. �¢Cl1f011�� I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER OATS: 11232002 F JAMES G FOX, CIVIL ENGINEER POST SPACING TABLE 10, 209 30 Psl DURALUM PRODUCTS, INC SHEET ER -2640P SCALE:NONE E 8060 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING ANDATTACHED HORIZ.WND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 28 OF 30 REVISED BY: K.K, 8 D.P. (562)806-1337 FAX -927-2509 loaen ,Mholn1a11.COm 70.90 8 110 MPH (916) 452.7021 FAX 403-1519 sales�dumlum.com 'oo 30# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS 3" x 8" BM W/ INSERT DBUN6.5"x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.511 x.024" BEAM DBL. 3" x 8" BEAM MAX. POST HT. = 12' > i F m o � 5 ~ MAX, POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. POST SPACING MAX. POST HT. = 8' MAX. POST HT. = 12' MAX. POST SPACING MAX, POST HT. = B' MAX. POST HT. = 12' ,10 MPH 110 MPH 110 MPH 1 W MPH 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE .CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 6 T-5" F 26 G 28 7,-0„ F 24 G 28 9'-5" G 28 G 30 G 7'-1" F 26 G 28 6'-7" F 24 G 28 8'_911 G 28 G 30 a 6-9" F 26 G 28 6-3" F 24 G 28 8'-2" G 28 G 30 s 6'-6" F 26 G 28 6-0" F 24 G 287'-8" F 28 G 30 10' 6-3" F 24 G 28 5-8" F 24 G 26 F 26 G 28 6'-1" F 24 G 28 5.-6" F 24 G 26 7'-0" F 26 G 28 12' 5-10" F 24 G 26 5-3" F 24 F 24 6-8" F 26 G 28 13' 5-9" F 24 G 26 5'-1" F 24 F 24 6'-5" F 26 G 28 14' 5-8" F 24 F 1 26 4'-11" F 22 F 24 6-2" F 26 G 28. 12' HT. OR LESS 3" x 8" BM W/ INSERT FOOTING 1AX. MAX. POST HT. = 8' MAX. POST HT. = 12' r S x r - DST 110 MPH 110 MPH ca 0 W/ SLAB MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 23" SQ. 18" G 30 G 32 s -4" G 30 G 32 r -8" G 30 G 32 a -0" G 30 G 32 y -6" G 30 G 32 lo' G.-0" G 30 G 32 17• V-7" G 28 G 30 12' 3'-4" G 28 G 30 13. '-1" G 28 G 30 14' BUTTE COUNTY 3UILDIN(., 1MIAN" 4Ha•.. APPROVED 99, E6SI04, N i NO. 21543 m EXP, 9-30.2007 z 4% CINI 9�0F CALIT I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING CUBE FOOTING SO. x 18- THICK CUBE FOOTING CUBE FOOTING SO. x 18' THICK CUBE FOOTING W1 NO SLAB W/ NO SLAB W/ SLAB W1 NO SLAB W1 NO SLAB W1 SLAB 20" 23" SQ. 18" 38" 50" SQ. 36" 22" 26" SO. 20" 40" 51" SQ. 38" 24" 30" SQ. 22" 42" 53" SO. 40" 26" 33" SQ. 24" 44" 55" SO. 42" 28" 37" SQ. 26" 46" 56" SO. 44" 30" 41" SQ. 28" 48" 57" SO. 46" 32" 45" SQ. 301, 50" 58" SQ. 48- 34" 47" SO. 32" 52" 61" SO. 50" 36" 48" SQ. 34" 11 54" 64" SO. 52" BUTTE COUNTY 3UILDIN(., 1MIAN" 4Ha•.. APPROVED 99, E6SI04, N i NO. 21543 m EXP, 9-30.2007 z 4% CINI 9�0F CALIT I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002 F JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 8 30 p;l OURALUM PRODUCT$, INC, $HEFT ER -2640P SCALE:NONE S BOfiOTELEGRAPHRD..DOWNEY,CA9024G 110 FREESTANDING ANDA7TACHED HORIZ.WIND = 8269ALPINE AVE.,SACRAMENTO. CA95626 1(916)452-7021 290E 30 REVISED BY: K.K. 8 D.P. (562)806-1337.FAX:927-2509 loxen nolmail.com 70, 90 6 110 MPH FAX 403-1519 sales@dumtum.com ,rn�ccrmoci� ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ALUM, ALLOY 3004-H36 2.740" ALU3-T6 Y ROOF SLOPE SHALL BE 1/4": 12" MIN. � 3.0" I � 8 0" 6063-T6 WIND 14.200" T=.060" DESIGN S.M.S OR''04270 MPH #14 @ 12" O.C. WALL FASTENERSPROVED3" 90 MPH #14 (ab 12" O.C. SEE TABLEUL. ROOF 110MPH #14 @ 8" O.C. PANEL 3" OR 41iSTRUCTURAL SANDWICH PANEL NOTE: #14 SMS SHALL HAVE SEE ELITE ALUMINUM CORP. I.C.C. ER -5658 A MIN. 1" PEN. INTO HEADER FOR PANEL SPANS AND DESCRIPTION DETAILS#10 SMS 880' rAT 12' O.C. I.C.C. APPROVED 8" BEAM 3" OR 4" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS OPTIONAL DECORATIVE FASCIA MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. (WOOD. ALUM. OR HARDBORD ) #14 S.M.S. SEE TABLE ABOVE PANEL TO HEADER BEAM CONN EXTRUDED \ "IR3" GUTTER WALL FASTENERS SEE TABLE BELOW EDGE OPTIONAL RAIN GUTTER PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE I >UL OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION III, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. i BUTTE COuiv fYND43 . 216 1 EXP. 9'!0.2007 NOTE:—3UILDING DIVIS10 sr clvtL q�OFCAU6 ALL COMPONENTS AR6�fy Ii�A1C�AEJiLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION PANEL SPAN TABLE v OPTIONAL NON-STRUCTURAL FASCIA PANEL INCH SKIN INCH LL = 10 LL=20 LL=30 3„ .024" 181-0" 12'-9" 101-91, AT 2x FASCIA .032" 14'-5" 12'-1" 4„ .024" 21'-4" 15'-1" 12'-4" .032" 22'-0" 1 T-4" 14'-3" PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE I >UL OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION III, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. i BUTTE COuiv fYND43 . 216 1 EXP. 9'!0.2007 NOTE:—3UILDING DIVIS10 sr clvtL q�OFCAU6 ALL COMPONENTS AR6�fy Ii�A1C�AEJiLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: WIND AT 2x FASCIA AT WOOD STUD JAMES G. FOX,CIVIL ENGINEER AT MASONRY OR to!V 3o Par DURALUM PRODUCTS, INC. DESIGN W/ SIMPSON A35 16" O.C. SCALE: NONE CONCRETE PANELCONNECtIONs MORI2. KIND= 8260 ALPINE AVE., SACRAMENTO,CA95B26 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70,906110 MPH 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 DESCRIPTION OF LAG SCREW Wp A=1/4"0x11/2"@12"D.C. E=3/8"0x21/2"@16"D.C. J=1/4"0x11/8"@16"A.B. w2W B=3/8"0x11/2"@16"D.C. F=7/16"0x21/2"@16"O.C. K=1/4"0x11/8"@12"A.S. C=3/8"0x11/2"@12"O.C. G=7/16"0x21/2"@12"D.C. V) T 0=7/16"0x11/2"@12"O.C. H=3/8"0x21/2"@12"O.C. PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE I >UL OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED TO I.C.C. APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. ER -5658 OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH APPENDIX CHAPTER 31, DIVISION III, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH ER -2640-P WHEN INSULATED ROOF PANEL IS USED. i BUTTE COuiv fYND43 . 216 1 EXP. 9'!0.2007 NOTE:—3UILDING DIVIS10 sr clvtL q�OFCAU6 ALL COMPONENTS AR6�fy Ii�A1C�AEJiLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER oat E: nrt3rtooz JAMES G. FOX,CIVIL ENGINEER LNSULATED ROOF to!V 3o Par DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE T BG607ELCGRAPM RD.,DONMEY, CA 90240 PANELCONNECtIONs MORI2. KIND= 8260 ALPINE AVE., SACRAMENTO,CA95B26 30 OF 30 REVISED BY. K.K.6D.P. 562 6pG1337 FAX -927.2509 r-" 70,906110 MPH (916)452.7021 FAX403.+519 ssld'&UMWm.com ..- 1 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: 90 OLD CHICO WAY APN: 039-410-075 Owner: DAVID POLITO Permit No: B07-0908 Issued Date: 05/24/2007 By TMP Expiration Date: 05/23/2008 Occupancy: Zoning: A-20 Permit type: MISCELLANEOUS Subtype: Room Addn-First Stry Description: ADDITION TO SF 498 / GARAGE 11 90 OLD CHICO WAY CHICO, CA 95928 (530) 343-2872 DAVID POLITO 90 OLD CHICO WAY CHICO, CA 95928 (530)343-2872 Square Footage: Building Garage Remdl/Addn 498 . 1,180 Other Porch/Patio Total LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 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 05/24/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION 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 HAVE 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. Date: (This section need not be completed if the permit is or one hundred ollars ($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 the Workers' Compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 05/24/2007 Signature Date 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 Total Charged: $966.62 Fees Paid: 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 LSI 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.). ElI AM EXE MPT under Owner's Signature B. 8 P.C. for this 05/24/2007 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 ctaims 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 property owner or am authorized to act on the property owner's behalf. 1)44,17) f'®1,i'7b 05/24/2007 Owner ❑ Contractor OR. DAgent for Owner DAgent for Contractor FILE COPY FEE INFORMATION Ag Com Building Permit Clearan $32.50 DBEH Building Review Fee $75.70 DBF Room Addition - First Stor $340.94 DBMSC Room Addition -First Stor $511.41 DBSMIP Residential $6.07 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 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 05/24/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION 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 HAVE 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. Date: (This section need not be completed if the permit is or one hundred ollars ($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 the Workers' Compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 05/24/2007 Signature Date 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 Total Charged: $966.62 Fees Paid: 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 LSI 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.). ElI AM EXE MPT under Owner's Signature B. 8 P.C. for this 05/24/2007 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 ctaims 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 property owner or am authorized to act on the property owner's behalf. 1)44,17) f'®1,i'7b 05/24/2007 Owner ❑ Contractor OR. DAgent for Owner DAgent 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 TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name �O L / Firs r}7p J I z) Hq2 Mailing Address OLD eN fob b t City, I State Zip Phong5-&-34,5,zc?Z Fax E-mail _D41 PTF` L. M l7iG f 11444 N.1Y CONTRACTOR Name __1TD Address - 09 0 City ,o , /, Sttate Zip p` ! v Phone 5��� ��� Fax E-mail Lic. # 155'6 70 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name 4C6n z - =Address 0� • 0 /QNA v6 �4vC . �✓SStatM City n �' Fax E-mail ��t�T j7�6Y/AL F�i�T/�./K Zip z . Phoney , _V Fax E-mail Ste icense Number APPLICANT INFORMATION Name n VI (. t Address b 04 D / Ck (co w /1 t / City / State Zi yl? Phone6-& -;?bf Z ✓y-�L/�' Fax E-mail ��t�T j7�6Y/AL F�i�T/�./K APPUGANTSIGNATURE J ie PERMIT NO. 2 A -61 v PROJECT LOCATION Property Address On6)�`� � 5a 2dD City C"ley, 6q 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: 6P ;ED ( _ - Sq FT- L' ng Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. I I po e, eou-l. l/L 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.bufecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0908 Date: 04/27/2007 Location: 90 OLD CHICO WAY By: TMP Parcel Num-:)er: ' 039-410-075 Sub Type: Room Addn-First Str Owner Namie: DAVID POLITO Phone: (530) 343-2872 Description: ADDITION TO SF 498 / GARAGE 1180 SOFT. ❑ ❑ 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 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 OTHER ❑ ❑ SCHOOL DISTRICTS ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham 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 Prop FILE Date: 04/27/2007 BUTTE COUNTY FEE SUMMARY Printed: 04/27/2007 7 County Center Drive 10:56 am Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0908 Job Address: 90 OLD CHICO WAY Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt Ag Com Building Permit Clearan DBEH Building Review Fee 0010-460001-4612200-1010 $32.50 04/27/2007 $32.50 DBMSC Room Addition -First Stor 0021-540013-4614901-1010 $75.70 ' 04/27/2007 $75.70 DBF Room Addition - First Stor 0010-440001-4210500-1010 $511.41 DBSMIP Residential 0010-440001-4210500-1010 $340.94 04/27/2007. $340.94 1001-0-280-1011298 $6.07 966.62 $449.14 Printed By: Tammie Powell Balance Due: $517.48 At the time of permit a ication, I was advised the above fees are required prior to issuance of the permit. These es ay ange during the plan checking process. Signature • Date: 04/27/2007 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 Public Works.A� r�0 J. MICHAEL CRUMP, DIRECTOR O T LAND DEVELOPMENT DIVISION 90 OLD CHICO WAY o 0 Storm Water Managment Program Parcel Number: o 0 7 County Center Drive O 0 0 Oroville, CA 95965 DAVID POLITO (530) 538-7266 Telephone (530) 538-7171 Fax (530) 343-2872 www.buttecounty.net/dds ADDITION TO SF 498 / GARAGE 1180 SQ.FT. 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: B07-0908 Date: 04/27/2007 Location: 90 OLD CHICO WAY By: TMP Parcel Number: 039-410-075 Sub Type: Room Addn-First Str Owner Name: DAVID POLITO Phone: (530) 343-2872 Description: ADDITION TO SF 498 / GARAGE 1180 SQ.FT. 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: Title: FILE Date: 04/27/2007 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.buttecoun.ty.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 h!M:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0908 Date: 04/27/2007 Location: 90 OLD CHICO WAY Parcel Number: 039-410-075 Owner Name: DAVID POLITO Phone: (530) 343-2872 Description: ADDITION TO SF 498 / GARAGE 1180 SQ.FT.. Signature of Property Owner: Date: 04/27/2007 FILE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District n ( 1 1� I i r) � � Il\ ' --1•-, i /I' Building Department No. Tax Rate Area No. A.P. Number G , LJ i`Jurisdiction: City County ✓ r Property Owner �A- Property Location/Address Subdivision Residential Development = No of Living Mobile Home Units Installation Commercial/Industrial New Addition District Identification No. Lot No. 0 Addition/ 'Supplemental to Conversion Permit # '(No foundation inspection) .................................................................... . Sq. Footage ` 9 S (Group R) Cr. Demo - ( ) existing sq. ft. see attached Net total sq. ft. �4 g Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 1 ;\ ��� School District certifies that (Street Address) (City) has comp"ied with the requirements of Resolution No. .GAJ �— Cf --0 � C representing � 1' square feet. School Paid by Chack # Remarks: Sq. Footage (Including Exterior Roofed Areas) Date (1 (Payor) CpA (Zip (Phone Number) by payment of $ B 2926 $ FULL MITIGATION $ 5la Flo Date / r 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 (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm NOTESRESIDENTIAL AvV l l wlti1/ �� 039-410-075 02-2962 PERMIT NO STARR, DOUG & WANDA 90 OLD CHICO WAY, CHICO- Z1,� -�7 7 CONT: COASTAL VIEW CONST. NEW SINGLE FAMILY (MASTER#97-30) E F r- SPECIAL,,CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE, COPY (/nl/ Address N GAS/�. Meter By Date= ' I ELECTRIC Pia JOB FINALED (D �v - Signature - J=OK 0 = NofdK Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) . 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 T. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas andElectricityTagged 9. Tie Downs-Type-Installatidn Cert. 1C. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with' Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.;'Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Groundirig; Equip. w/5' Circulating Equip. -Pool Lghtg. . Boxes- Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department -Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 -11 J=OK 0 = Not OK = Not Applicable . = Not Ready Date UNDE OOR (Plans) OK except ni ng -Setbacks -Easements -Flood -Slope Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3,/Ftg., Garage; Soils-Steel-Elec. G - Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6) emwalls, Garage; Steel- Bloc kouts-Wra ed 6 old Downs and Special Anchors lab, 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 16. Insulation . i RESIDENTIAL (Single & Duplex) #'s I Date FRAMI (Cont Date 7 La v Card B-1 /�Y Date Card B-1 Date Card 1 Date Card B-1 Date PLU ING (Permit) OK except #'s ager Htr.; Vent -Access -Combustion Air Baffle er PIDe: Test & Anchor -Nail Protection 19� .W.V.; Test Fittings & Anchor -Nail Protection rA 2#.' Shower Pan: Test. First Floor -Tub Access 29-t3as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 -Date Card B -1r- Date Card B-1 Date ELECT 1 L (Permit) OK except #'s i EeATransformer Clearance -Ins. Protection I eceptacles Soacina-Lights & Switches at Doors 2f/Size & No. -of Conductors Stapled 2 Ins ed Close to Edge of Studs & C.J. qui round made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI S breed Wire Size/ / Cu or AI-A.C. Wire Size/ /ga or AI Range Circle/('D /g C r AI -Oven Circ. / /ga Cu or Al Insulate eutral 0 Yes 0 No 32. Ser,46-Riser Conductors & Ground Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 34. Clo�Closet Light -Shower Light -Spa Light 3 moke Detector Date Card B- Date Card B-1 Date Car 1 Date Card B-1 Date ANICAL (Permit) OK except #'s X36.' A.C. acts Insulation & Support 3 nt Exhaust above insulation 3 o densate Drain & Overflow, Size & Grade 3 ur�-Vent Access -Comb. Ait-Return Air Vent 115 Outlet is Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-11- Date Card B-1 Date FRAMI (Permit) OK except #'s 4 ills roper Materials & Anchors 42: Studs -Nailing Spacing & Braces -Plates -Sound 4 . eari g Walls over Girders & Floor Nailing r�op in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing 48' Cling!Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ire lake Ties or Type A Flue -Fireplace Throat Clearance 5 ttic�ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 51,6 r r indows or Exiting Doors -Sill Ht. & Dimensions 5 araw- ire Protection Framinq-RC Channel 5_4, -Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairst'C�Vidth-Headroom- Rise- Run-Landina-Fire Protection UPiywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stu 'Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 61. Brace nterior/Exterior Wall Panels 62. rtlation-Walls-Ceilings r Date _ - 0 Card B-1 �(/ ate Card B-1 Date Card -1 Date Card B-1 Date NA I s ex pt #'s 1 Steps -Door & Sidelight Protection -Landings 66!Furnac ents-clearance-Comb, Air -Connector - In ra e; Above Floor-Ducts-Mech. Protection oo Exiting G .. & Bath Fixtures & Tub Access -Spa Elec. im & Subpanel, Breaker Sizes & Labels 70. irs Rails Fir 'or Stove, Clearance -Hearth . Outlets at Wood Panel. Int. & Ext. Clearance Z4!Ele utlets & Receptacles at Kit. Counter arage ' e Door; Swinq- Land inq-Closure 76. A.C�3uct in in G e; Above Floor-Mech. Protection 7 • lec. & Mech. Equip. Listed for Location ec eceptacles in Garage (F.F.I.)-Romex Protection nsulati n -Foam -Looked in Attic ' 81. Gu Rails & Deck Construction -Post Caps 82-1�dn. VBents & Crawl Hole Door Drainage & Wood -Earth CI !nce Looked under F or 0 Yes /- /Jn . F owinq Instld./Drive 0 No/Walks No/Planters D No Electrical -Plumbing 86�nts A e Roof, Plbg-Appliance-Fireplace-Clearance to Openings 7 er I, Disconnect, Electrical, Plumbing xte i Elec. Trim, G.F.I. Receptacle -Underground entil ion Throughout House 9 ass�ection rr ' ns from Previous Inspections as Te ` eters Tagged, Gas -Electric 9 . at Sewer Connected -C/O to Grade -HD Approval ne Compliance Certificate -Other Certificates ddress Posted 96. Fire Sprinkle Date,Z- �/� 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: ;r INTER -DEPARTMENTAL MEMORANDUM �t TO:!! BUILDING DI ISION, 0 VILLE 7-7I FROM: ENVIR. HEALTH, CHICO DATE: .4 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: r OWNER NAME: ��. SEPTIC: �- WELL: AP ,,: 5'q v �/� •-®25 ADDRESS/LOCATION:T a 0� Comments: i i GL/memos/releasehold '4 COUNTY OF BUTTE BUILDING DIVISION .} " J DEPARTMENT OF DEVELOPMENT SERVICES .t 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE bot acZ -3419V. 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 contact this office immediately. —lg`� # 3 0 41 Purl /,f! 9/7- IY&T- ri" f-(ivAv,P/zr. V ppl k°:i. COUNTY OF BUTTE. *. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES w 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address 9fid should be corrected. Please notice this office when correction of work is completed. If u have any questions pertaining to this matter, or need additional explanation, please con ci this office immediately. , C aY�Fztavt ; A 757 IrX Y I c Pm 'U Vwv- SAl' 7 rA-11/7 C COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .411 Main Street. - Chicd, CA * (530) 891-2751 7 'County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE X, 77Wk OWNER PERMIT NO. Y� 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. ompleled. If you have any questions pertaining to this matter, or need additional e4lanation, please contact this office immediately. r� V i BUTTE COUNTY 3T` DEPARTMENT OF DEVELOPMENT SERVICES '0 BUILDING PERMIT 24 HOUR INSPECTION At: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) 0 OFFICE #: (530)538-7541 FAX#:(530)538-2140 0 WEBSITE: wwwbuttecounty.netkdds PERMIT NO. BPO52435 LICENSED CONTRACTORS DECLARATION I hereby affirm., under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/20/2005 APN: 039-410-075-000 the Business and Professions Code, and my license is in full force and effect. License Class . License Number: S666SY Site Address: 90 OLD CHICO WAY CHI Date: C6ntractor 7­�, ref -r-g/--imap index: Description: POOL MASTER #01-500 ` OWNER -BUILDER DECLARATION 1 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 Nofessio'6ii Code: 'Any"city or county which requires a GILBERT FAMILY TRUST,"' permit to construct, alter, improve, demolish, or repair any structure,Owner: prior, Z to its.:spuaffde-,,,also..rgqUires.jhe,,.applican.t..for such permit to file,*a, C/O GILBERT ALBERT), & AMY.M.;!" signed ttbf he'or. she is licensedpursuantto the.proVisions of -­�:j the C r-rct6r's'giit�,Licens pt., 9 -F 6nt 6 6w (Chapter wit Seai6K' 7600),161`'Diviii . 6h 3�'bf'66'13usi riess'and Professions Code) or that he or f. 90 OLD CHICO WAY she is :exempt therefrom"ind the basis for the .'alleged.:exemptioni Any-, CHICO, -QA.95928L7901­ violation- 6f '8ecti66 - 703.1.6 by any a: 61i6anilor'a permit subjects the'. p a plican`i,to a,civil,penally-bf not more than five hundred`dollairis�', $500)):. P. LI I asi-"nir-ofihe property, or my employees with wages as their sole compensation, will do the work, and the structure is not ,P g p illp -. (Wc,., 7q 4.4,. @ y s J 9,e ss, q9 0 Jji�pf q§ s I Pill ­ Ji ftn Code: The Contractors' State License -,Law does not apply to an Applicant: PERFECTION POOL AND SPAS o nerwho o�byilds or, thereon, and whodoes .' sYch work -himself or herself or through his or her own employees, I I - . are"not intended o provided that such. improvements r,offered for 'h6w�`e'v'er,46' 'withlh sale. If building or 1rm;rbVein6ritsare sold' one _of' completion, the owner -builder will have the burden of 172 E 20TH ST 'year provihig"that he -or -she did-n6fbiu"ild'bi iinprove for the -purpose of CHICO, CA 95928 sale.). 530-895-0437 .,am-,exclusiv.ely,.contracting;, with, licensed contractors to cohstructthi§ project. (Sec. 7044, Business -.and Professions Code. -?,The Contractors' State License Law does not apply,to an owner of property who builds orimproves thereon, and who - contracts,for such projects with a contractor(s). licensed .,. I . .- . ­ pursuatnt.t.o.the..Contractors' State License Law.)_ ,Contractor: PERFECTION POOL AND I am Exempt -under Article 3 of the Business-and.-Pr9fessions Code,, 172 E 20TH ST -! CHICO; CA 95928 .-"'WORKERS! COMPENSATION DECLARATION I hereby affirm under penalty of'perjury'one of the following declarations:.. 530-895-0437 13 -,I:have and will maintain a certificate of consent to self -insure fogy worke.cs,,,compensation,. as provi,ded,.for,by Section 3700 of the License #: 566654 Labor Code, fortheperformance of the work for which this permit �sued. ........... and workerscompensation -.insurance, as 'required by -Section ;3700 the Labor �Code,�. for,. the performance of . . Architect: the work forWhich.this pe rmit.is issueq.;­ My workers': compensation insurance carrier and policy number. are:�:­ Engineer: Policy ❑ I Certify that ih theperformance6fAfie work'fdr.which this p-- ermit'is Total Square Ft: 0 S. F. issu6d.,!'l - shall inqt.-.person,.in any manner'- so -as- to . ,employ ny Valuation: $0.00 become,subject to the, workers, compensation laws of California, pnd,,agree -that:df .:I should -,become, subject 'to'! the workers' Census Code: -compensation provisions of Section 1700 of-1he Labor Code,, shall foqhwith comply with those provisions... Date-..-, ­AoOlica WARNING ':""'Fail-L'ir,e*'�t,,o,,'s6cour-e workers compensation coverage is unlaWful,land,'shall subjeict an`employ& to'6rimindl penalties'and one hundred l,th6usand'*'dbllbrs-'-,.(SlOO,'000)*;- in 'addition "to.'' the " cost' of compensation, Aama6ds as- br6id6dJ6r in-Sectloh'3766 of the Labor code, interest' and aftomey's,fees.,,�� 4"'i­ t.W T CONSTRUCTION LENDING AGENCY, This permit is hereby issued under the applicable provisions of the Butte County Code enrl/or I hereby affirm that there is a construction lending agency for the perf&mance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions 10�A.rk indicated above for which fees have been paid. C ID6 t Name: By: Date: PERMIT EXPIRES N: Address: 01 hereby certify' ihi�i�cility­ hall comply with ections2550 , 25533, and 25534 of the California Health and Safety Code, which regulate the storage, AW 5 .i ,handling and use ofJhazardoqsma!eripIs. 0- :Notificationin accordance With Section -19827.5 of California Health& Safety Code is not applicable to the scheduled construction of this project. O Attached re copies of the riaquired'if.O.A. 6;05'tiiiciti�bn'f6img.` I hereby certify that I haveread this appl cation, ti6at'the'above'iniormation'is correct: and that I am the owner or the duly authorized agent of the owner. I 'a' ee to'comply with 9 all 63unty'aiij �6ie7iav�'�'reiaking`to­ building- construction...I acknowledge if is unlawful to after the substance of any official form or document of Butte County. I hereby I - ­ ntat . i authorise represe Nies of Biutte- County lo`e'nitei upon the i6o4 mentioned property for inspection purposes. PrintName: Signat6re: 7' Date Owner--Contractor LI Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name / / eV! V�� First Name /t A / bev-T Address _6 C) 6 I'd C A ; GU 10 e,4. 4 -/ City ) It. 0 (.► State Zip.1sclZ� Phone ,, f 3 761,2 Fax E-mail APPLICANT SIGNATURE X 2P 10 For office use only: CONTRACTOR Name � v �G [ad T Tt te, O� jj LS Address 172— E ;?,O -ri-, S 7— City City C r'� a State . n Zip? Tew Phone �S D�f37 Fax S� _d311 / E-mail Fax Lic.# G,66S'i( Cle_s C-3 APPLICANT SIGNATURE X 2P 10 For office use only: ARCHITECT/ENGINEER Name I— GG!] Address Address CityGA r c & City GU Phone State C 1 Fax Phone Planner Date Approved: Fax E-mail State License Number APPLICANT SIGNATURE X 2P 10 For office use only: APPLICANT NAME Name I— GG!] Address 16 51 - AV C. CityGA r c & StateC Zip��Ra�, Phone gg5-010�7 Fax E-mail Planner APPLICANT SIGNATURE X 2P 10 For office use only: Zoning Property Ad s �� Olvl C� l C CJ Flood Zone Cross Street 0 d�- SRA I Yes I N Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION AP# O Cpl — 'f 0 -7 � Property Ad s �� Olvl C� l C CJ City C � /GlJ Cross Street 0 d�- O Structure Built without Permits WORKER'S COMPENSATION Policy Number Carrier C 7- 1 r� 7::C-.^ p If hiring anyone otherthanthan 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: Y'Ka UCD Sq. Footage O Structure Built without Permits O 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 byc" Amount: 40�7Bldg Page 1 of 2 Receipt #: 43S` � 1� Date: utner Total REV 2-24-05 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. - ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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). 039-410-075 05-2435 ❑ 7. Worker's Compensation Carrier and Policy Number. ALBERT, ALBERT ❑ 8. Owner -Builder Verification (if required). 90 OLD CHICO, CHICO ❑ 9. Letter of Signature authorization (if required). CONT: PERFECTION POOLS ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. POOLS (MSTR 01-500) ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 K TORMSIBUILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Os�� 3S COUNTY OF BUTTE -DEPARTMENT OF DEbELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax'(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: AASSESSOR PARCEL NUMBER 0 �— l /O-' ,/ Proposed Euilding Use: Permit Technician. / Date: Items required in order to pply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2 Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ a 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 faxesl ❑ 5 Letter from Engineer or Architect for truss design review. ❑ & Energy compliance design and supporting documentation in duplicate. ❑ T. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ & Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 1). Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Reai ' s needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,d nitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable oFire Sprinklers............................................................................................ D 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 1.3. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required ................. ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. r . ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. California Department of Forestry plan approval ❑ paid. Sent by: 4. tanning approval for (A) Use: g )Parking: (C) Parcel Check:....... ` I � _ a. Contact Land Development about _ Improvements, _ Drainage ........................ 7. 23. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 23. 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: When issued Telephone !2�'r� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1 V v Date: 1",-) A` 7 pp ! 1. Index permit application for the above items numbered: VA7 Y Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dale: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co nt , by Date: Plans reviewed by: Date: Plans approved b Date: Structural reviewed by: Da Structural approved by: Date: Note transfer by: D to Yellow: Building Division E.H. USE ONLY Slot Plan Attached Floor Mn A had cavil- C TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ���'1/o d - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ---` Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Hearth Specialist Date 8/96 (530) 538-7785 Facsimile BUILDING PERK UT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit 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: o I need to submit applications for septic andlor 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 a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. i. 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 re 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: (b Applicant Name: ( -e- G, FeG72 `�`" ) d APN: Building site address: C%� Ur'� G 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: O s SIGNXTUA OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/B1dgPermihvithoutClearances 020705 Butte Coullty DepartmelltofDevelop171e11t Set -vices °���r�0 7 County Center Drive °< ° Oroville, CA 95965 0 :. o (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERK UT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit 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: o I need to submit applications for septic andlor 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 a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. i. 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 re 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: (b Applicant Name: ( -e- G, FeG72 `�`" ) d APN: Building site address: C%� Ur'� G 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: O s SIGNXTUA OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/B1dgPermihvithoutClearances 020705 ®epartrrterrt of Public Works 1. MicFiael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive U rl1 / Oroville, CA 95965 A�LIC VV�F�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement MESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: ��rvtnrdt Q -3q _old -075 By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a .Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 1/•7 / oS Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5124/04 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION M�: 7 County Center Drive • Oroville, California 95965 • Telephone () 5 -7541 0 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0-19-410-079 ZONING 1 DING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION i\ 1 . OWNERS MAiuNG RESS 9880 CHIM RIVER RD. CA O 469 11 8442.00 CONTRACTOR'S NAME 5 TELEPHONE 42-3 C 5499.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MNUNG ADDRESS Total Valuation $ 131 233.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 751.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 90 OLD CHICO W Energy Plan Checking Fee $ $ PERMIT FEE $ 794.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 54.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.0015.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY MASTER #92=30 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 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 ful force and effect. License Class Lic. No. -7 9a a V 6 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My 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.) ] 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 wor ' compe tion prov' ions of section 3700 of the Labor Code, I shall fo w' h comp ith tho v' ions. // X _ Date lOr�_q/QL Sign ure ofant ❑ Owner Contractor O Agent An OSHA pe it is reired.fo gyr excavations over 60" deep and demolition or construction0� of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 -46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. a ACC. sins. 3.5QFr: 76.05 NOµgEOSIDT MULTI -OUTLET @7.50 POWER APPARATUS 6 SINQLE OUfIET CIR. 20 @ 1.00 Ex. OCcu ouTLEroR FaTUREs BAL @ .so Ex. Occup. GFuc�e RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 142,05 MECHANICAL PERMIT Fling Fee 20.00 Heating 3 1/2 tori 1 125.00 25.00 Cooling Hood 6.50 6.50 Ventilation 1 4.50 1 4.50 gas f ire�lace 15.00 PERMIT FEE $ 96,00 Mobile Home Installation Fee $ Ener y Inspection Fee $ 46.00 oc D TOTAL FEE $1242.55 H P FLOOD I CDF I PARCEL I PD I HD IS U This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 1 applicable provisions Resolutions to do work been paid. Dto 4 Odle) ReceiptNo. 364207 $103.00// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ' PERMIT APPLICATION DATA SHEET OWNER: CJ �Y/ ASSESSOR PARCEL NUMBER O �� ! �� ' G / Proposed Building Use: S 1jL51/\ Counter Technician: Date: � Items required in order to apply fora permit. All boxes MUST be checked OR m6 ted NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. �2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details`and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6: Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. `% ❑ 7.. Metal buildings: (A) Metal Building,Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... Ej 10. Letter of intent for non-residential buildings......................................................:.. 11. Detached Accessory Building Form filled out by the owner ..................................... F ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Rema�aiig items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 1 Statement of Intent for Non -heated and A/C Buildings.......................................t,... 6. Sanitation and plot plan approval from the Environmental Health Department in/ OE03 17. City of Chico Plumbing permit........................................................................ El18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: O 1G (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. �21rEncroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). i ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 028. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... r Manufactured home utility clearance............................................................... ` ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ w.ie. ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of Lo e the ove it ms and requiremeifts r obtafii a bu"il7ingrmit. Applicant: Date: / :2 / 2-.? (0 2 1. Index permit application for the above items numbered: Plan Check'Letter 2. Additional items required t Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, Was advised of the above data by ❑ phone, ❑ mail, ❑ counter-,, y Date:_ Plans reviewed by: Date: Plans approved by: " :' Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division <' E.H. US 01Y Fiat Plan Anachad Floor Plan Atnach d Saw to B.D. TO: Building Department FROM: , 'Environmental Health j SUBJECT: Sanitation Clearance J 52 - O-D�s- Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public Private Well ni Clearance for dwelling. Other 7-3-771 Final clearance O.K. for: NOTE: Envuronmen 8/96 ,i Health Specialist tf ®� Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 / SCHEDULE OF FEES DUE OWNER. `t PROPOSEBUILDING USE 1 . BUILDING PERMIT FEES Q , Balance Due ....................... $ f/3 Additional Fees Due ................. $ Additional Fees Due .............. .. $ Revised Plan Checking'Fee ......... ...$ ` /2/SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) o _� Residential ...................... -x$360.00=$ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. # 03q, G� DATE RECEIPT # DATE REC. �2 ll -S102- 10. OTHER At time of permit applicatio , I was adv' fd the above fees are require to be paid prior to issuance of the building permit. These fees may be changed during Ian the ng process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . 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) A.P. # 03q, G� DATE RECEIPT # DATE REC. �2 ll -S102- 10. OTHER At time of permit applicatio , I was adv' fd the above fees are require to be paid prior to issuance of the building permit. These fees may be changed during Ian the ng process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ���.,�..' �'.i�,.K'ItnL;r'..�•7 R�-r.... ... �.. W.. -q , ; �.� ,. •. •Tr may.. ,. � a,.,.y.,y ... r' • . ,�t,�,...,•�,.�� n,.�.xi«..--,.••..•r.. - .r;>.•... :sj;7^.Fr "1.<�°S•.n•\ n . D I +'! 4 ! ,`" BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One form 'per Building)~ . 5 School District cz Building DepartmeZo. A.P. Number V • 416 61 ''Jurisdiction: City County Property Owner Property Location/Ac Subdivision Irioor rians reviewed oy scnooi uistnct Personnel) District Identification No. V �.� School District certifies that / 01A (Street Address)` ,• A L. (City) has complied with the requirements of Resolution No. representing I �3 square feet. School District Representative -Paid by Check #f Mme/ Remarks: . (State) 801- oa-- (Applicant) f/0 (Phone Number) I _ r (Zip Code) •J 9. by payment of $ AB 2926 $ FULL MITIGATION $ Date 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 proiect may be subiect to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm { '...................................................: Residential Development ............................................................. Sq. Footage I No f Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): :: r................................................................................................................ Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Irioor rians reviewed oy scnooi uistnct Personnel) District Identification No. V �.� School District certifies that / 01A (Street Address)` ,• A L. (City) has complied with the requirements of Resolution No. representing I �3 square feet. School District Representative -Paid by Check #f Mme/ Remarks: . (State) 801- oa-- (Applicant) f/0 (Phone Number) I _ r (Zip Code) •J 9. by payment of $ AB 2926 $ FULL MITIGATION $ Date 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 proiect may be subiect to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm �9 6 I BUTTS COUNTY PARRS DSVEWPKENT FSE CERTIFICATION FORK � CHICO AREA RECREATION AND PARR DISTRICT �� Assessor Parcel Number.( s )'; P 3 1 Property Owner Y Project Location/Address ! 0 C—)!(� CA--A(:•B � Subdivision &6ckoU AACk\ m# i Lot Number(s) Residential Development: (check one) ,/New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential Building 'Xepartment�R�l-resentat:ve Date wwwtwww�rwwwwwwwwwwwwwwwwwwr�\w)wwwwwwwwwwwwwwwwwwwwwwww�rwwwwwwwwwwwwwwwwwwwww Chico•Area Recreation and Park District(CARD) certifies that ,Applicant Name) (Phone Number) tre�e^t Address). (City) (State) .(Zip Coder has complied with the requirements of Butte Co. Resolution No. 90-114[[00 by payment for dwelling units @ $1,189 for total payment of $ �CJ`i..... CARD Representative Date PAID BY CHECK NO.3. REMARKS: BANK NO. OiO'.Lk PAID BY CASH RECEIPT NO.. 11/0`l02 #7r55 9:36AM XXXTOTAI $118?.00 Distribution: White --Applicant Yellow --Butte Co. Building'Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) ago Iz T G) m too P511) )011 93 U- r SITE PLAN REVIEW APPLICATION 'Date: ( D - 1q-- 02 AP# 0aC� - L) ) C) - d7�j' Permit Number (if applicable) 2-`z9 l02 APPLICANT INFORMATION Parcel Size: �� A L Owners Name: STA 1Z tZ L>0 0 6- �� W A N b A Owners Address: 2_880 C_H I CO Z V E R d2.D _ C N c o (-A 9S9'2-6 Telephone No.: 69-)- 09 7) 8 CoA STA i_ Vl E-A) � 7 Situs Address:. © 0 Li) C 14 1 G o 1N A Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By i:�JQ Date ) D - O 2 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a c ed) • Flood Zone: ' I • Flood Panel No.: O5 DS c Index Date: 6-8—'93 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------____ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A 2 O Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front _r- Side 2 S Side Street C Rear Z Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other i ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: , ���- 6� 9� Legal Access Provided: ❑ No Yes Deed of Reference: Cj')— D'�'53 S 7 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: N Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: .1-� e Z G-&'YZ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access op. ovide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain �a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). 'r ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 El Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Nb, ' lY Y r I�, I i Summary of Specific Requirements: r i I This information_ provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 08 -Oct -2002 2002-0052727 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and resi3ents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal- necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: vn- 0��r���-c��� Ct;p►) 63 0-73 Date l b IM21 State ofornia County oC4-wi personally appeared - 5 -�� -.9N personally known to me (or proved to me o he basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the p:rson(s) acted, executed the instrument. WITNESS my hand and official seal. Signatur Seal: - - -- =- --- -..-.- �- OFFICIAL SEAL KRISTIN ABBOTT A.P. # (J �G� �� l.`�l ' l� ^ NOTARY PUBUc-CALIFORNIA M BUTTE counm Z 34j{Q ' �7� My r0rem 2�56�679 e. zoos ORDER NO. BU -193043 KA PARCEL IV -A: BEING LOTS 13, 14 AND 15 AND A PORTION OF POLK STREET AND OAK STREET, AS SHOWN ON THAT CERTAINiMAP ENTITLED, "GLENDALE fiDDITION TO CHICO N0: 1", WHICH MAP WAS RECORDED IN THE OFFICE°.OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE ;WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1, SOUTH A DISTANCE OF 176.00 FEET;-. THENCE EAST A DISTANCE OF 641.00 FEET 'TO THE TRUE POINT OF BEGINNING; THENCE SOUTH A DISTANCE OF 160.00 FEET; THENCE EAST A DISTANCE OF 227.00 FEET; THENCE NORTH A DISTANCE OF 160.00 FEET; THENCE WEST A DISTANCE OF 227.00 FEET TO THE TRUE POINT OF BEGINNING. ALSO THAT PORTION OF THE 16 FOOT ALLEYWAY LYING SOUTHERLY OF AND ADJACENT TO THE SOUTH LINE OF SAID LOTS 13, 14 AND 15, AS ABANDONED IN DOCUMENT RECORDED MARCH 17, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-09679. RESERVING THEREFROM AN EASEMENT FOR ROAD AND UTILITY PURPOSES, THE NORTHERLY 30 FEET AND EASTERLY 30 FEET OF SAID LAND, AS SHOWN ON THE ABOVE DESCRIBED MAP AS POLK STREET AND OAK STREET (ABANDONED). THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE rTHERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,. ADOPT, RATIFY AND AGREE -TO THE TERMS OF SAID DECLARATION. SUBJECT TO THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116. APN 039-410-075-000 PARCEL IV -B• AN EASEMENT FOR ROAD AND UTILITY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGES) 45; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 NORTH, A DISTANCE OF 206.00 FEET; THENCE EAST, A DISTANCE OF 838.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET TO THE NORTHERLY LINE OF CONTINUED ORDER NO. BU -163043 KA PARCEL IV -B: CONTINUED SAID GLENDALE ADDITION TO CHICO P10. 1; THENCE ALONG THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO N0. 1 EAST, A DISTANCE OF 38.80 FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH 400 00, 58" EAST, A DISTANCE OF 32.97 FEET; THENCE SOUTH A DISTANCE OF 326.75 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET; THENCE WEST A DISTANCE OF 791.00 FEET; THENCE SOUTH A DISTANCE OF 146.00 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1;1 THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL IV -A, DESCRIBED HEREIN. PARCEL IV -C• A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD AND PUBLIC UTILITY PURPOSES, WITH THE RIGHT OF CONSTRUCTION, REPAIR AND MAINTENANCE OF SAID PURPOSES AND OTHER INCIDENTAL PURPOSES OVER THE' SOUTHERLY 15 FEET OF LOT 6 AND THE NORTHERLY 45 FEET OFYLOT 7, AS SHOWN ON THAT CERTAIN MAP ENTIAED, "MAP OF STANLEY PARK" ; WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON PAGE (S ) 105. MAY 7, 1906, IN BOOK 6 OF MAPS, AT PARCEL IV -D: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER THE. WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED LAND: ALL THAT PORTION OF LOT 10, LYING SOUTH OF A LINE DRAWN DUE WEST FROM THE NORTHERLY PORTION OF LOT.14 TO THE WEST LINE OF SAID LOT 10, AS SHOWN ON THAT CERTAINt MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE McINTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164. EXCEPTING THEREFROM LOTS 1 THROUGH 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGES) 45. CONTINUED ti PARCEL III—A: ORDER NO. BU -193043 KA BEING LOTS 25, 26, 27 AND 28 AND A PORTION OF OAK STREET, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, .ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1, SOUTH A DISTANCE OF 176.00 FEET; THENCE EAST A .DISTANCE OF 868.00 FEET -:TO THE TRUE POINT OF BEGINNING; THENCE NORTH A DISTANCE OF 160.00 FEET; THENCE EAST A DISTANCE OF 22.23 FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO, NO. 1 SOUTH 400 00' 58" EAST A DISTANCE OF 417.83 FEET; THENCE WEST A DISTANCE OF 290.90 FEET; THENCE NORTH A DISTANCE OF 160.00 FEET TO THE TRUE POINT OF BEGINNING. ALSO THAT PORTION OF THE 16 FOOT -ALLEY WAY LYING SOUTHERLY; OF AND ADJACENT TO THE SOUTHERLY LINE OF SAID LOT 28, AS ABANDONED IN DOCUMENT RECORDED MARCH 17, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-09679. RESERVING THEREFROM -AN EASEMENT FOR ROAD AND UTILITY PURPOSES, THE WESTERLY 30 FEET OF SAID LAND, AS, SHOWN ON THE ABOVE DESCRIBED MAP AS OAK STREET (ABANDONED),lo THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE;THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH ..HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,: ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. SUBJECT TO THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED JUNE 24„ 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116. APN 039-410-074-000 PARCEL III—B: AN EASEMENT FOR ROAD AND UTILITY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE (S) 45; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 NORTH, CONTINUED ORDER NO. BU -193043 KA PARCEL III -B: CONTINUED A DISTANCE OF 206.00 FEET; THENCE EAST, A DISTANCE OF 838.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET TO THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 EAST, A DISTANCE OF 38.80 FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH 400 00' 58" EAST, A DISTANCE OF 32.97 FEET; THENCE SOUTH A DISTANCE OF 326.75 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET; THENCE WEST A DISTANCE OF 791.00 FEET; THENCE SOUTH A DISTANCE OF 146.00:FEET TO THE SOUTHERLY LINE OF SAID GLENDAI,E ADDITION TO CHICO NO. 1;: THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL III -A, DESCRIBED HEREIN. .: PARCEL III -C: A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD AND PUBLIC UTILITY PURPOSES, WITH .THE RIGHT OF CONSTRUCTION,! REPAIR AND MAINTENANCE OF SAID PURPOSES AND OTHER INCIDENTAL PURPOSES OVER THE SOUTHERLY 15 FEET OF LOT 6 AND THE NORTHERLY 45 FEET OF: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, -"MAP OF STANLEY PARK"*', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE; STATE OF CALIFORNIA, ON MAY 7, 1906, IN BOOK 6 OF MAPS, AT PAGE(S) 105. PARCEL III -D: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED LAND: ALL THAT PORTION OF LOT 10, LYING SOUTH OF A LINE DRAWN DUE WEST FROM THE NORTHERLY PORTION OF LOT 14 TO THE WEST LINE OF SAID LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE MCINTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164. EXCEPTING THEREFROM LOTS 1 THROUGH 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE (S) 45. CONTINUED ORDER NO. BU -193043 KA DESCRIPTION - CONTINUED PARCEL II -A: BEING LOTS 1, 2 AND 3 AND A PORTION OF POLK STREET AND OAK STREET, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED Id THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFOE24IA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGES) 45, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1, SOUTH A DISTANCE OF 176.00 FEET; THENCE EAST A DISTANCE OF 641.00 FEET ,TO THE TRUE POINT OF BEGINNING; THENCE NORTH A DISTANCE OF 160.00 FEET; THENCE EAST A DISTANCE OF 227.00 FEET; THENCE SOUTH A DISTANCE OF 160.00 FEET; THENCE WEST A DISTANCE OF 227.00 FEET TO THE TRUE POINT OF BEGINNING. ALSO THAT PORTION OF THE 16 FOOT ALLEY WAY LYING NORTHERLY OF AND ADJACENT TO SAID LOTS 1, 2 AND 3, LYING WESTERLY OF THE SOUTHERLY PROLONGATION OF THE WESTERLY RIGHT OF WAY LINE OF SECOND STREET, AS ABANDONED IN DOCUMENT RECORDED MARCH 17, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-09679. RESERVING THEREFROM AN EASEMENT SOUTHERLY 30 FEET AND EASTERLY THE ABOVE DESCRIBED MAP AS POLK FOR ROAD AND UTILITY PURPOSES, THE 30 FEET OF SAID LAND, AS SHOWN ON STREET AND OAK STREET (ABANDONED). THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH, HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,? ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. SUBJECT TO THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED JUNE 24, 1998, UNDER .BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116. APN 039-410-073-000 PARCEL_ II -B: AN EASEMENT FOR ROAD AND UTILITY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGES) 45; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 NORTH, CONTINUED ORDER NO. BU -193043 KA PARCEL II -B: CONTINUED A DISTANCE OF 206.00 FEET; THENCE EAST, A DISTANCE OF 838.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET TO THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 EAST, A DISTANCE OF 38.80'FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH 400 00' 58" EAST, A DISTANCE OF 32.97 FEET; THENCE SOUTH A DISTANCE OF 326.75' FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH A DISTANCE OF 146.00 FEET; THENCE WEST A DISTANCE OF 791.00 FEET; THENCE SOUTH A DISTANCE OF 146.00:.FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. lj THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL II -A, DESCRIBED HEREIN. PARCEL II -C• A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD AND PUBLIC UTILITY PURPOSES, WITH THE RIGHT OF CONSTRUCTION, REPAIR AND MAINTENANCE OF SAID PURPOSES AND OTHER INCIDENTAL PURPOSES OVER THE SOUTHERLY 15 FEET OF LOT 6 AND THE NORTHERLY 45 FEET OF LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF STANLEY PARK", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, 1906, IN BOOK 6 OF MAPS, AT PAGE(S) 105. PARCEL II -D: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED LAND: ALL THAT PORTION OF LOT 10, LYING SOUTH OF A LINE DRAWN DUE WEST FROM THE NORTHERLY PORTION OF LOT 14 TO THE WEST LINE OF SAID LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE McINTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164. EXCEPTING THEREFROM LOTS 1 THROUGH 28, AS ENTITLED, "GLENDALE ADDITION TO CHICO RECORDED IN THE OFFICE OF THE RECORDER STATE OF CALIFORNIA, ON APRIL 11, 1907, PAGES) 45. CONTINUED SHOWN ON THAT CERTAIN MAP NO. 1", WHICH MAP WAS OF THE COUNTY OF BUTTE, IN BOOK 6 OF MAPS, AT 039-410-075 02-0867 STARR, Doug 90 Old Chico Way, Chico Temp ele for Future Lot Development . "k4 OFFICE COPY Address Goy � 6 GAS Meter B e ELECTRIC Z Meter By _ Date 67P �� 12 - 4 • �r • ii �f i k y 039-410-075 02-0867 STARR, Doug 90 Old Chico Way, Chico Temp ele for Future Lot Development . "k4 OFFICE COPY Address Goy � 6 GAS Meter B e ELECTRIC Z Meter By _ Date 67P �� 12 IV It C COUNTY OF BUTTE —DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 IT (Rev. 12/96) APPLICATION AND PERMIT lye,,,. rA "1� S7, � ASSESSOR PARCEL NUMB `T » q/0 / , ` J n-7!5 ZONING BUILDING PERMIT OWNER � .1 C E L TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER5 IU RESS r CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. //-- SUBDN6IONS NAME r� PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE / SF ❑ Duplex ❑ Mobilehome Ea" Other (t(� �+i�l.la Spi Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other p Describe Work: h) 00, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S GI W1 @20.00 PERMIT FEE $ `j ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, 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.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation;' will do the work, and the structure is not intended or offered for sale. .-❑ I, as owner of the property, am exclusively contracting with licensed contractors ' to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of con -sent 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 Main Service 200A To 1000A 46.00 NEW CONST. DWa,ccELLING OCCUP. OR ADDNS. ( . BLns. SO 3.5QFT: T. NON-REOSIO. muLT,' OUT rrS @7.50 APPARATUS a SINGLE OUTLET CIR. EX. OCCu OUTLET OR FIXTURES a20 ® 1:00 50 Ex. Occup. 0� Ra D °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) OI 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 f I should become subject to the workers' compensation provisions osection 3700 of the Labor Code, I shall forthwith comply with, those provisions. X r-�~-"' Date +�_,e r�li: _ Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ -'000 HAZ. D, FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r a I By [ 7' % 1 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date -1,91 Date Receipt No. W 110i A 9L. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTOR—GOLDEN ROD -APPLICANT M fi 11 i 'ilk COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754}x, IT Un (Rev. 12/96) APPLICATION AND PERMIT C� �`�-0 ASSESSOR PARCEL NUMBE$_3 q_ L110 75 (��.J� ZONING BUILDINGPERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERgWES . t {N '_ �,-•�, `Y 11�."'CCC6.JJl"'gVVV"'•IVVp/"'A"'��� yet ckiz CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS } o� ] v Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNr.ION`SNAk4E /D/V PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MobilehomeX Other Q I��k17l1� 1Ea�� sPECIFv Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others( Describe Work: 42, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OR LE Main Service O.VA 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. License Class Lic. No. 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. �1, 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 46.00so CCU000A NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. S. SO 3.5¢FT, NEW CONST. U MULTI.OTLET =RES1'D BRANCHCU @7.50 POWER APPARATus a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FDRURES 20 O 1.00 BAL @ .50 ED Ex. Occup. ofluT Aa D °El 5.00 Temporary Service 23.00 �:00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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.) 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 91 section 3700 of the Labor Code, I shall ose provisio . forthw' complyZZeo���D Xte .3 __ Signature of Ap i ant - Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES IMP I FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dooatte 7 Data ReceiptNO. 9L. WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK-INSPECTO GOLDENROD -APPLICANT 01/08i2003r�- 12,o-08 MEEKS - CHICC 8940478 { �3 •� Citi ' .� AP-Azwwa, titicate, f Conforma /s .0 Certificate, 052736 . THIS iS TO CERTIFY that tile glued laminated timber products identified with a Engineered Wood Systems (EWS),were manufactured in accordance with the a and associated specrficafions indicaled below: ANSI SlandardA190.1.1992; For Wood Products- Structural Glu! L,amillated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Programfor Determining Design Stresses `0.964 1701 03 im�pp r m o iiiiiiiiir o_ RITC 117.93 - Manufacturing'- Standanl'Specifications For Structural Glued Laminated Timb,er`Ci Softwood Species IT IS HSREBY CERTIFIED that the APA EW91rademarked structural glued laminated tim; v members were produced in- a manuiachiring facility 61Jbject to regular audits in accordance with the crrginseted • Wood Systema (EWS') Quality Aesbranc.e,Program.,:Rouiine .audits include .inspcition of the manuia.cturirig process and •evaivation of tht-,In•ptant 0A,proararn with adequate samr.l;ng to verify conformance to industry slindards for lurnlber grade and glueiine bond qu lity. ? /' e) 7W -P#- r*� 3 la Xel. eu X440) .c9t' �� 5 . V? e- 7r) CSA D C�iCo '2AZ)F- 4y�PP tailRgr� Jj�10,,r a by—�x SEAL Thomas G. William,ci l v A Executive Vice Presiiiwn �ASy FAcearr-mr-p WOOD 9Y$ifM:, p o ,aieleo 4oIArIIII '0II {d APA - 7!,•g J NUINIFHt P W*09 Ai:SUe.4A7!{* 101 *t -in, f iW 5,"oel • r -0- 00V n 7( i - lacc+mn. Mk WA 11• p71K1 . 1ebphonc Q571 bGC.0000 • rat t\lyrril}qi. obl) s(:A•77G!- Q V11 CertainTeed M � Builders Statement - InsulSafe 4 Fiber Glass Blowing Insulation �. 5 4e -,j Homeowner Nam O sate Name, 96) /JC••Jtj 1 I C, e Address T� < l 4T Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date • 0 Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 77 0.353 9 19 11.1 90 0.301 7% 13 7.7 129 0.209 5'h 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER:. RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 R -VALUE AREA (SQ. FT.) INSULSAFE 4 BAGS USED BATTS/ROLLS (✓) CEILINGS V %THICKNESS / 3 8 l zl- WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER:. RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 Manufacturer Insulation Fact Sheet This is CertainTeed Corporation irisin Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 CertainTeed Cli 4 � I THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights arid coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: {, R -VALUE BAGS PER 1000 SQ. FT. MAXIMUNJ SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: if Contents of bag should not cover more than: (sq'Fft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 60 36.5 27 j 0.986 22 49 29.6 34 ' ' 0.800 181/2 44 26.4 38 j 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77 j� 0.353 9,' . 19 11.1 90 0.301 - P/4- 13 7.7 129 j 0.209 5'/2 11 6.6 151 ii 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. 11 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation alr6ady in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. II To get the marked R -Value, it is essential that this insulation be installed properly. 40 'l BAGS PER MAXIMUM r MINIMUM WEIGHT- MINIMUM R -VALUE 1000 SQ. FT. SQ. FT. PER BAG POUNDS PER SQ. FT. THICKNESS To obtain a Bags per Contents of bag Weight per sq. ft. of Should not be Thermal Resistance 1000 sq. ft. should not cover installed insulation should less than: (R) of: of net area: more than: (sq Ift.) not be less than: (lbs.) (in.) 29 35.8 28 �' 0.967 7'/4 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 l 0.483 31/8 14 17.3' 58 1, 0.467 3'/2 11 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation alr6ady in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. II To get the marked R -Value, it is essential that this insulation be installed properly. 40 DD F P b = b S t% b , N a O r Osose •b Agull v X418� o a all e r r @z UUI� n a IA� II m II 3 II O g a go z o REMODEL &GARAGE ADDITION GREGORY A. PEITZ $ v m o 00 m For: DAVID POLITO ARCHITECT Sp I H� u+ DD F P b = b S t% b , N a O r Osose •b Agull v X418� o a all e r r @z UUI� i 1:\AeN-\PcliEo_07.1099\PoliLo Addidon.dwg, 4/5/2007 4:12:36 PM IA� g a go z o REMODEL &GARAGE ADDITION GREGORY A. PEITZ $ v o 00 : m For: DAVID POLITO ARCHITECT A u+ z `" � 90 OLD CHICO WAY, CHICO, CA 383 Rio Liodo Ave. Chico, CA. 95926 (530)6945719 I i 1:\AeN-\PcliEo_07.1099\PoliLo Addidon.dwg, 4/5/2007 4:12:36 PM �w��wwwww��wss ww��ww swwwsww wwwwwwws�sww�.�sw�sw��ww www��w� i 1 I +1 t 1 O I 1 1 PROPERTY LINESLi 1 1 EXISTING HOUSE 1 1 t t I I i 0 1 ® I I S0' t PobL 1 1 1 1 I I 1 1 I 1 I200' TOTAL (E) t 1 LEACH LINES O 1 EXISTING GARAGE (REMODELED) I t_50 --------------------------- 50, ------------------------------------------------------ 4 1 1 50' 1 1 t 50' Mtn( 1 1 1 I(E) SEPTIC TANK Y e 1 1 1 t 1 PROPOSED ADDITION 1 t 1 1 I 1 � tt • I 1 t I t t t I t t 1 1 1 I 1 1 I 1 1 I I t 1 I t 1 I 1 1 I 1 1 I 1 �ww ww��w ww ww w. ww ww�www�www�ww�ww�ww ww�ww�ww�ww� =LOOD ZONE: - W 004 r-- ?ONING — A-20 ARCHITECT: W", OWNER INFO: SITE PL,4N1('J 0 r7- 0 qG ? SCALE: I "= 20' SITE INFO: DAVID 8 JULIE POLITO SHEET _:.:...:,;...: 03q -410-C'1.5 GREGORY A. PEITZ a0 OLD GHlco wa,Y ARCHITECT GHICO, GA 343— 512 BUTTE COUNTY. CALIF. 1 383 Rio Undo Ave. Chico, CA. 95926 (530) 894-5719 2 5719 CELL: 228-2572 of- ONE r---- ------------- = iso '----------------------- --- � I PROPERTY LINES I , , EXISTING HOUSE , , I � , ' Solt PSL , � I I200' TOTAL (E) ' . LEACH LINES ( } EXISTIN6 I ' GARAGE (REMODELED)5p ,I O J J j Q I 50'x— I , , (E) SEPTIC. TANK I , I, � I PROPO5ED ADDITION • � I I , , I , I I � I , � I I , I , , I , I , , I L -----------------------------------------------J FLOOD ZONE: ^IONS SITS PLAN" ZONING - A-20 SCALEW'= N o RTH 20 - ARCHITECT: OWNER INFO: SITE INFO: DAVID 6 JULIE POLITO SHEET GREGORY A.. P E I T Z 90 OLD C.HIC.O HAY 039-410-095 ARCHITECT CHICO,CA 333R,,h.& A- Chk. G• sssn Mro 343-28'12 BUTTE COUNTY. CALIF. CELL: 228-28`12 at: ONE s T o U� II II II II i II _ O O A n � I I a � G , II . II II � r D z DD Q X R = ^ REMODEL & GARAGE ADDITION?, GREGORY A. PEITZ pli� a $ a � oo \ INII gyp yp D D T o U� II II II II i II _ O O A n � I I a � G , II . II II � r D z JAAd1ve\PdiOo_07-1099\P0Ii0o Addr6on.dwg, 4/5/2007 4:12:36 PM = ^ REMODEL & GARAGE ADDITION?, GREGORY A. PEITZ pli� $ a AftN--- Z V� oo \ INII gyp yp D D ARCHITECT rn rn — O_O — N n rn 0 00 Z 4 � 0 I 110 IOz 3 z < AI -���� �I I ffl �j I 1'71= rn I s -( JAAd1ve\PdiOo_07-1099\P0Ii0o Addr6on.dwg, 4/5/2007 4:12:36 PM = ^ REMODEL & GARAGE ADDITION?, GREGORY A. PEITZ 9 $ a g oo \ For: DAVID POLITO ARCHITECT N Z 4 � 90 OLD CHICO WAY, CHICO, CA 383 Rio Undo Ave. Chico, CA. 95926 (530)8945719 s -( JAAd1ve\PdiOo_07-1099\P0Ii0o Addr6on.dwg, 4/5/2007 4:12:36 PM 11 or O = o "_ A GREGORY A. PEITZ 11 ) kV w\PdMo_07.1099\Polito Addidon.dwg, 4/5/2007 4:12:36 P14 Qo = o "_ REMODEL & GARAGE ADDITION GREGORY A. PEITZ 9 $ A g — Z v � N For: DAVID POLITO ARCHITECT N 4 90 OLD CHICO WAY, CHICO, CA 383 Rio Undo Ave Chico, CA. 95926 (530)894s719 s ) kV w\PdMo_07.1099\Polito Addidon.dwg, 4/5/2007 4:12:36 P14 [ e r1kLlj"dI r m� 11 E_ giVlit", h ELLIS A&E SUPPLIES #4006c POOL GENERAL SPECIFICATIONS SIZEPq X:29AREA Q'DEPTH ;�TO5?-� SHAPE LINER ocx /t-- J, i POOL CAPACITY 13,000 GALS. PUMP l t� u i ��.. MOTOR H.P. i t- J9 H.P. FILTER C 'f-20 SO. FT. VACUUM LINE & SKIMMER it RETURN LINE MAIN DRAIN Z " SKIMMER MODEL (A BACKWASH LINE --- _' OF 1/2" FILL LINE ANTI SIPHON VALVE Yr' {' HEATER SIZE -4E*-- BTU GASLINEBY: jj VENTED BY: LIGHT CLOCK ELECTRIC BY: ELECTRICAL BONDING BY: (t" ll it POOL CLEANERS /-+- t S CHLORINATOR BOARD — SIZE - ��— BOARD SUPPORTS LADDER — MODEL Water SLIDE M color_ Hookup GRADING��-�^ STUB PLUMB ❑ YES Ll" NO DECK BY: NOTES _ hSCALE 1/8" = 1'0" Tu k'l 271 0 14011,4 r DWN EY..7/t'"-` DATE CK'D BY. DATE a ! NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIED: POOL 1S3 SHALLOW T05 EEP I HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMER'S SIGNATURE DATE I 89-7 H STREET co, ca • , � � , (916) 895-0437 License #566654 9 011011111 DEMOLITION PLAN LEOEND: = 5AVE THF -5E (E) WALL5 REMOVE THE5E WALL5/ EQUIPMENT/ SLABS (5UPPORT EX15T. ROOF A5 REQUIRED) (N) = NEW (E) = EX15TINO mm GF I W.P. 4.0' vF I 3a' -SYS" (N) 3 1/8" x 13 1/2" 24F -V4 G.L.B. HEADER RELOCATE (E) 16080 GAR. 1 DR. TO THIS LOCATION All (E)' BEDROOM MCI 2868 GFI Y2 LITE 0 - / FLUOR. 1 � / WH RELOG TE (E) 50 GAL. GAS W. . W/ P.T. VALVE DISGHA GE TO 0.5. ATOP +fo PLATFORM - W/ 5F-15 G STRAPS TOP $T. � - - I / i 5F1 I _-- (N) 5 GAR O ARAO F I I GONG. SLAB L J NOTE: 1 GARAGE WALL5 4 GLC. FIN15H TO BE 5/8" TYPE X GYP. BD. GYP. BD. ® GLC. TO BE INSTALLED OVER RG -1 CHAN. ® 16" or - 1 I (N) 3 I/8" x 151/2" 24F -V4 I G.L.B. HEADER ,o I +R ................... 10080 GAR. DR. I d 180801 GAR. DR. FLUOR. SHEARNALL SCHEDULE A3GOAT PLASTER w/ METAL LATHE FASTENED D 6" O.G. ® ALL SUPPORTS w/ APPROVED FASTENERS A251b,, CDX. PLYWD. OR 055 w/ 86'5 ® 4", 12" O.G. I. NAILS SHALL BE 8d COMMON OR IOd GUN NAILS. GENERAL NOTES: I. BEARING WALL HEADER SHALL BE 4X10 D.�=. 02, MIN., TYP U.O.N. 40'-0" 0 BRACED WALL PANELS: 0 7/8" GEMENT PLASTER WITH METAL LATHE FASTENED 66" O.G. ® ALL SUPPORTS WITH APPROVED FASTENERS. I. SILL NAILING AT BRACED WALL PANELS SHALL BE I&D ® 5" O.G. (WHERE APPLICABLE.) 2. PANEL SHALL SPAN THREE STUD BAYS, BE 4'-0" MIN. WIDE, AND HAVE ALL E06E5 BLOCKED. 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH BRACED WALL PANELS. 4. SLABS UNDER INTERIOR BRACED WALL PANELS SHALL 6" MIN. THICK. SILL PLATES SHALL BE FASTENED WITH "HILTI" k1311 12-234 SLEEVE ANCHORS ® 12" FROM EACH END OF EACH BRACED WALL PANEL. USE "SIMPSON" BP 5/8-2 WASHERS. fi�ORGH (E) NOOK (E) H- 3 — — - (N) 4x 10 HD'R. — — 2868 (�) -' (N) PANTRY GAB. S.G. W/ HALL O 2'-41" CLO R qp TILE (N) E3AR O 3068 c_ I (E) TGH H. D D ---RA15ED HEARTH 1 \ �— 6A5 F I REPLACE j l (5EE MFR. DETAILS) I - - '-10" 12'-2" .- fr— FAN 4 LIGHT M I (N) FA1 LY ROOM 2868 FR. DR.I I CARPET -� 2868 I Q FR (E) DINING SOFFIT ROOM f7 �' 7050 FIXED HDR. ® 8'-O" GFI GFI (N)� W.P. 8 GLC. A 2 2.7' +sr !FLU R. TO (E) PORCH FIXT. 23'-8"f FLOOR i=LAN w/ E:LEC.TR1C.AL -G" " (E) COVERED FORGH FLOOR PLAN LEOEND: /411= 11-0 11 Revisions By N 0 � N • �n o� � v M� o U �.✓ O "d hal C O M O O � o H H � � O Q � `; . � O Q � o O o AR�y, CD No. C21 8 �RI=N. /0 �O OLITO ADDITION Date 4/4/0-7 Scale Drawn DAVID S. Job o-r-IOaq Sheet Of three Sheets A I FASCIA GUTTER o/ 2x8 FASCIA ® FRONT ONLY - T I WIN � li-,-11 REAR ELEVATION I/811=1 Loll COMPO SHINGLE ROOF DECORATIVE 5HINOLE5 o/ 2x8 BARGE, TYP. (N) COMP051TION 5HINOLE o/ 15# FELT o/ 1/2" CDX PLYWD. OR 055 WV Sd's a 6", 12" O.G. (MATCH EXIST.) 5EE ROOF PLAN (N) BLOCKING SEE FDN. PLAN-/ E3U I LD I NC SF -GTI ON 1/4"=1'-O" LEFT ELEVATION I/8'l=1'-011 5 GOAT PLASTER TO MATCH (E), TYP. (E 5 GOAT PLASTER RONT ELEVATION Revisions By N Ey °� W 00 00 a � o M N CN ON U MSI o U pU v W � o M 00 M F—I O o o W � � nOn H � � O Q � � o W Q � o 0 0 W ARC QRY A • * No. C 83 REN. 7/0 VOLTO ADDITION Date 4/4/0'7 Scale Drawn DAVID . } �yS Job �IO�I—I W Sheet 2 Of three Sheets 3 lw-uj a I'I la L _... 11 SOLID SHEAF SEE P1 A!== .- Al OII d. SAVE DETAIL I " = 1'-0 S 1 D I NO, SEE ELEVATIONS 5.1. FLASH I NO 1x6 SPACER ROOF I NO OVER FELTS - ROOF NOTES: I. OGEE GUTTER o/ 2X8 FASCIA ® FRONT ELEVATION ONLY 2. ROOF FRMG. SHALL BE PRE -MFR. TRUSSES 0 24" or, U.O.N 5. ROOF PITCH AS SHOWN 4. ROOF O.H. SHALL BE: 2'-0" ® ALL G.E. 2'-0" ® 5 1/2:12 PITCH 1'-3" ® 41:12 PITCH 5. ROOF COVERING SHALL BE 40 YR. COMPOSITION SHINLCE o/ 15 # FELT o/ 1/2 COX. 6. rROVIDE 1/300 ATTIC VENTLATION = 115415oo = 3.85. iPROVIDE (2) (N) 14X24 G.E. VENTS ('6) 3142" x 22Y2" SAVE VENTS. FASC I A, SEE ELEVATION ROOF PLY E.N. E.N. SIDINO O.E. TRU55 - SHEARPLY, SEE PLAN - E.N. E.N. A55 ® 48" O.G TYP., U.O.N. O ABLE END R-7 IIt = 1 1_011 --=l IC -C- Aldll WnnZ= 1=1 Y Tn Revisions R00 TO WALL. FL.A5H I NO By TRU55 STRAP R_ 17 511 = 11-011 c5- 4 P.T. SILL W/ 1/2" DIA. x 12" A.B. ® P.T. SILL W/ I/2" DIA. x 12" A.B. 6' O.G. AND 12" MAX. FROM ENDS W/ 6' O.G. AND 12" MAX. FROM ENDS W/ 2 "x2 "x3/16" PLATE WASHERS, TYP. 2 "x2 "x3/16" PLATE WASHERS, TYP. 4" GONG. SLAB 4" GONG. SLAB z V., 00 0/4" BASE � N • tn z OVER 4" BASE F+y c� U MSI o U b a M FINISH G RADEI FINISH ORADE 1 � Nam O � o � z NAT. ORADE�'NAT. 7., a T. 1I I1= -I mil III -1I -I 1=I lillllllllllli,l � MI- = Il 11 ...1=111111111 � � O Q #4 TOP �y II_III-1 ° III „� #4 TOP 4 � O BOTTOM — Q III I1-1 d _ BOTTOM I - � O 1211Z 111_ III Z ARCA�� F Jc,CD� � * No. C 283 REN. 7/0 m m ADDITION PERIMETER FOOT I NO 4/4/07 O ARAO E FOOT I NO F-4 1 " = 1._O i� Drawn DAVID S. F, -I I Revisions By r 4 M� V., 00 0 � N • tn F+y c� U MSI o U b a M O � O � o � O a � � Q � � O Q � � O � Q � O � O ARCA�� F Jc,CD� � * No. C 283 REN. 7/0 F,=�OLITC ADDITION Date 4/4/07 Scale Drawn DAVID S. Job 07-101cl Sheet 3 Of gree Sheets