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13-0497 (PAT)r �e.O: BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-000004-97 Property Address: 79820 HEMINGS WY APN: 604-520-,017-17 -24197 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY .RESIDENTIAL Application valuation: 7980 Applicant: Architect or Engineer: ------------------- LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm'under penalty of perjury that: I,am.licensed under provisionsof`Chapter g(commencing with Section 70001 of Division,3,of'the Business and Professionals Code, and my License is in full force and effect. License Class: 9License No.: 770843 Date: Contractor: NF11UILDER' DECLARATION I hereby affirm under penalty of perjury that I.am exempt from the,Comractor's,State License Law forthe following reason ISec. 7031:5„Business and Professions Code: Any city, or county that requires,a permit to construct, alter, improve, demolish,,orrepair any structure, priorto its issuance, also requires the applicant forthe permit to file a.signed statement that he or she is licensed pursuant to, the provisions -.of the Contractor's State License Law (Chapter:9 (commencing'with Section 7000)'of Division 3 o the Business and• Professions Code) or that-he,or sheis exempt:therefrom.and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicantto arcivil penalty, of-not.morethan five hundred dollars ($500).: I_) Las owner of the, property,or my employees With.wagesas their sole compensation,, will do the work, and the structure is not intended or offered for sale(Sec. 7044„ Business and. Professions! Code: The. Contractors' -State License�Law-does not apply to an'owner of property,who builds or improves thereon, and who does the work himself or” herself through his or herown employees, provided that the improvements are'not intended or offered for sale: If, however; them building'orimprovement is;sold within one year of completion,.the owner -builder will,have the burden of'proving that he or she did not,build.or improve for the purpose of, sale.). 1 _ 1 1, as owner of the property,. am exclusively contracting with licensed contractors to.construct the project (Sec. 7044;. Business and Professions.Code: The Contractors' State License Law does not.apply to an owner of property who builds or improves thereon, and who contracts forthe projectswith a contractorls) licensed pursuant to the'Contractors' State License.Law.). 1 1 I am exempt under Sec. ,'B:&P.C. for this reason. Date: Owner: CONSTRUCTION LENDING AGENCY (hereby affirm'under penalty of perjury thatthere'is a construction lending agency for the performance of the work for which .this permit is issued (Sec. 3097, Civ. C.). Lender'sName: Lender's Address: LQPERMIT OWner: JASON L. ARROYO 79820 HEMINGS WAY LA QUINTA, CA 922.53 VOICE (760) 777-7012 FAX (760) 77-7-7011, INSPECTIONS (760) 777-7153 Date: 4/22/13 Contractor: V LIFETIME PATIOS A PO BOX 58.06 APR 2 2 2013 LA QUINTA, CA_922.53 (,760)610-5380 LiC._ No.: 770843 CITY UR TQI-IN TA WORKER'S COMPENSATION DECLARATION I hereby: affirm under penalty of perjury one of the:following,deelarations: I have and will maintain a certificate of consent to self -insure .for workers' compensation, is 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 workers' compensation insurance, as required by Section.3700�of'the Labor Code, for the,performance,of the work for Which this permit is issued. My workers' compensation insurance carrier and policy:number':are Carrier MED CENTURY INS Policy`Number A09461819 ��I certify that, in the performance of, he work for which this permit is'issued, I shall not emploYany �'r`, rson in; any manner soas to'become�subject to the workers" compensation ;laws of California; .and agree'that, if I should become subjectao the workers' compensation provisions. of Section OO. ofahe Labor Cade, I shalrforthwith comply with those provisions. Date: Applicant:: WAR NI FAILURE TO SECUREWORI MPENSATION'COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN.EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE',HUNDRED.THOUSAND DOLLARS 1$ 100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706'OF THE LABOR CODE, INTEREST, AND ATTORNEY'S "FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application: is hereby made to the Director of Building and Safety for a permit -subject to the conditions and restrictions set,forth on this application: 1. Each person upon whosebehalfthis applicatiornis made, each person at whose,request and for whose.benefit=work.is performed under or pursuantto:anypermit'issued.as:a result of this application, - the owner,;and-the applicant, each agrees to, and shall defend, indemnify and hold harmlessthe City of iA Ouima, its officers, and employees for any actor omission related.to:the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180;daya from date of issuancelof such permit, or cessation of work for 180 days Will subject permitto cancellation. I certify that 1, have read this;application and state that the above information is correct. I agree,to comply with all city and county ordinances and state laws relatingtobuilding, construction, and hereby authoriie'representatives of this count =toe -r upon the above-mentioned.property.f .inspection purpo Date: &�ignature:iAPPlicant or.Agentl;� _;; - f" 1 l\ ` Application Number 13-00000497 Permit ... PATIO.COV•ER PERMIT Additional desc . Permit Fee. 99.00 Plan Check Fee 64..35 Issue Date Valuation . . . . 7980 Expiration Date 10/19/13 Qty Unit Charge Per Extension BASE FEE 45_00 6.0,0 9.0000 THOU BLDG 2,001-25,000 54.00 Special Notes and Comments PATIO COVER - 600 SQ. FT. DURALUM ALUMAWOOD PATIO COVER (PER.APPROVED PLANS).:20'1,0 CALIFORNIA BUILDING$CODES. ---------------------------------------------------------------------------------- Other Fees . . . . . . _ . . BLDG STDS ADMIN (SB14.73) 1.00 STRONG MOTION (SMI) - RES ..80 Fee summary Charged Paid. Credited Due ----------------- ----------- Permit Fee Total -------..--- -=--- ----- 99.00 00 ---------- .00 99.00 Plan Check Total 64,.35 .00 .00 64.35 Other Fee Total 1..80 .00 .00 1.80 Grand Total 165..15 .00 .00 165.15 LOPERMIT Bl" # City of La Quinta Building 8i Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permk # j, L Project -Address: A. P. Number: Owner'sName: Address:' City, ST, Zip: Legal Description: Contractor: 1 JQ--W ,1E Telephone: . A. Address: Project,Description: City, ST, Zip: Telephone: Zo - 77a - Qd; j State.Lic. # 7Q.8 41 City Lic:.#:..3aSg Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: W . # Stories: #Units: Estimated Value of Project: APPLICANT: 00 NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG. • PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural' Calcs. Rcvlewed,=ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cages. Pians picked up Construction Flood plain plan Pians resubmitted Mechanical Grading plan V Review, ready for correctionslissue Electrical Subcontactor List Called Coutset Person Plumbing Grant Deed Plans picked up S:M.I. H.O.A. Approval Plans resubmitted Grading IN 7n° ReviewiTeady for corrections/issue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permiCissue School Fees Total Permit Fees NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER � P��IHrTED• COMPONTENT UNLESS' O'rHERWtSE SHOWN. N&„'' AA • EACH COMPONENT IS INTE731MCrWN. FOOTING WHERE E WRH ANY OTHERrr 9EE SCIED. FOR NT UNLESS OTHERWISE OPEN LATTICE=TYPE COVER 9='THISMEN UTTRx- wrBE TYPE "E” ATTACHED SINGLE SPAN LATTICE STRU TYPE "F" ATTACHED MU.LTIS w�TE� 9EE 1AffiE S"EPKPROJ.B : TM" OPEN u GJLP" 03f � 1 NE SCMEMAX AMD SPACING wvBE / RMONC E LENGTH of STRUCTURE vAITEB SEE LENGTH OF STRUCTURE VAFVES - 1__".P6SrfWTHNlDEPLATE8 SEE DETAIL 71? SLAB ATTACHMENT' MAY BE USED TTIEFE PERmnim 80 SCHEDULE F0.1. WHERE REOUw= BEE SCHM FOR FOOTING CUBE am LATTICE STRUCTURE NOTE; THIS OPEN LATTICE -TME STRUGTUIIE L1A�vmu Comm. 311r SLAB 1 •••..` • ••••• SE Usm NOTE: EACH COMPONENT IS.INTER MAYINTER, CHANGEABLE WITH ANY OTHER �e. FOOTING: SEE . COMPONTENT UNLESS OTHERWISE SHOWN. r SCHEDULE� CONWRAIN �F NOTE: EACH COMPONENT IS INTER- ,SEE CHIWGEASLE.WITH ANY OTHER SCHEDULE OPEN LATTICE -TYPE COVER FOOTING MERE REOUIRE0 COMPONTENT UNLESS OTHERWISE SHOWN. '. fO07Nq WHERE REGURED BCALl: NTS SEEN" METI. FOR fO0TIM0 CUBE SIS -SEE SCHED. FOR FMNO CUBE ORE 1 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE. _ TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE *' SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN'USING Y X61/2" SIDE'PLATES. RAFTTK aEE TABLE OPEN LATTICE TYPES ANO SPRACM G1LE: NONE 11RIlp"'EVING THIS OPEN LATTICE•TrPE STRUCTURE / J� SU 07BOMPMfAYE BACAIIMENTOGLDB020_8v: flog; .wv�BE OOVER®. SEa sD6 SM OF SPAN 0' RANGfOIXX'JLAADNLi11'CA (951) T41 w\f'r ORMAXOK SM E SO,100'6-110 MPM (WBj�S2•TTL41 FAX �OS1610_Edsgdurlmaom - AND SPACINGkhtwo OF N h �.. LG. h LENGTH OF STRUCTURE VARIES POST WITH NDE PlATEB SEE DETAIL LENGTH OF STRUCTURE VANES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER � P��IHrTED• COMPONTENT UNLESS' O'rHERWtSE SHOWN. N&„'' AA • EACH COMPONENT IS INTE731MCrWN. FOOTING WHERE E WRH ANY OTHERrr 9EE SCIED. FOR NT UNLESS OTHERWISE OPEN LATTICE=TYPE COVER 9='THISMEN UTTRx- wrBE TYPE "E” ATTACHED SINGLE SPAN LATTICE STRU TYPE "F" ATTACHED MU.LTIS w�TE� 9EE 1AffiE S"EPKPROJ.B : TM" OPEN u GJLP" 03f � 1 NE SCMEMAX AMD SPACING wvBE / RMONC E LENGTH of STRUCTURE vAITEB SEE LENGTH OF STRUCTURE VAFVES - 1__".P6SrfWTHNlDEPLATE8 SEE DETAIL 71? SLAB ATTACHMENT' MAY BE USED TTIEFE PERmnim 80 SCHEDULE F0.1. WHERE REOUw= BEE SCHM FOR FOOTING CUBE am LATTICE STRUCTURE NOTE; THIS OPEN LATTICE -TME STRUGTUIIE L1A�vmu Comm. 311r SLAB 1 •••..` • ••••• SE Usm NOTE: EACH COMPONENT IS.INTER MAYINTER, CHANGEABLE WITH ANY OTHER �e. FOOTING: SEE . COMPONTENT UNLESS OTHERWISE SHOWN. r SCHEDULE� CONWRAIN �F NOTE: EACH COMPONENT IS INTER- ,SEE CHIWGEASLE.WITH ANY OTHER SCHEDULE OPEN LATTICE -TYPE COVER FOOTING MERE REOUIRE0 COMPONTENT UNLESS OTHERWISE SHOWN. '. fO07Nq WHERE REGURED BCALl: NTS SEEN" METI. FOR fO0TIM0 CUBE SIS -SEE SCHED. FOR FMNO CUBE ORE 1 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE. _ TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE T1C TOM CAMPBELL a ASSOCIATES. INC.LIVE OPEN LATTICE LOA0 , 10. 20 a �0 pd M m*XUMRROOUm INC. IAPCILD ERI{ 0706 G1LE: NONE 11RIlp"'EVING .tACIAI AND RESIDENTIAL BTRUCTIULL ElIGINEENMO STRULiVREB M0- WIND •: 07BOMPMfAYE BACAIIMENTOGLDB020_8v: BFIEET$'OF 33 RANGfOIXX'JLAADNLi11'CA (951) T41 SO,100'6-110 MPM (WBj�S2•TTL41 FAX �OS1610_Edsgdurlmaom ATTACHMENT CHANN EL . ALUMINUM SEE DETAIL_. ROOF PANEL 90UD,RNEL SEE SCHEDULE PATIO COVER, AS MFG. DURALUMPRODUCTS.IRNC. FOR SPANS IAPrroERlotaa O. ALUMINUM `O.H.' NOT TO EXCEED 25% niF � TCy f8 OF SPAN SEE SEE DETAIL FOR SPLICE j *SQ. POSTS. SIZE VARIES CH -- 3112' SLAB ALTERNATE ATTACHMENT SINGLE POST MAY'SE USED SEE'SCHEDULE WHERE PERMITTED. 'O.H.' NOT TO EXCEED 25% SEE SCHEDULE MAX: HT.- 17 FOOTING WHERE REQUIRED SEE SCHEDULE FOR'FOOTING.CUSE SIZE SEE'DETAIL FOR SPLICE TYPE "A" ATTACHED SINGLE SI ALUMINUM ROOF PANEL SEE SCHEDULE FOR Sppg�SPAC FOR SPAM +t SO. POSTE: SIZE VARIES ` 'O.H.' NOT TO EXOFSPAN 125% SEE DETAIL MRSe SO. POSTS, SDE ALTERNATTE::31f2' SLABSINGLE BE USEDEE POSTMAY. SCHEDULE FOOTING WHERE REQURED .✓ . SEE SCHEDULE FOR FOOTING CUBE SIZE 1r2 x:7 STEEL ROD TYPE'C" FREESTANC * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X 8 11r SIDE PLATES. SOLID PANEL TYPES 90UD,RNEL �TM�R PATIO COVER, AS MFG. DURALUMPRODUCTS.IRNC. ATTACHMENT CHANNEL IAPrroERlotaa SDATECALE: NO ALUMINUM SEE DETAILSROOFPANEL - niF � TCy f8 MO ALPINE AVE., SACRAMENTO. CAi6S20' SEE MIN. 02r SLOPE PER FT j RANCMOCUCJAMONGA b1 I061)7gT/07 CH -- 50.1001110 MPH (itb) -7011 FAX403-1510 w awn O 'O.H.' NOT TO EXCEED 25% OF SPAN SEE'DETAIL FOR SPLICE OPTIONAL* CANTILEVER FOR Sppg�SPAC +t SO. POSTE: SIZE VARIES ` �l. 31@ SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY 8E USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE NOTE_ NO SPLICE AT THIS ._ _ _..._ MAX. HT? 17 EXP. AT 'B' AT.TTACHED MULTISPi UMINUM PANEL MIN..0.25' SLOPE PER FT. SCHEDULE FOR SPANS O. 'O.H.'-NOT TO'EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS. SIZE VARIES - ALTERNATE 3'1/2'.$LAB SINGLE POST MAY BE USED SEE'SCHEDULE TO CONSTRAIN FOOTING. SEE SCHEDULE FOOTING WHERE REQUIRED . SEE SCHEDULEFOR FOOTING CUBE SIZE _ NOTE: EACH COMPONENT IS ITER 112 x V STEEL_ ROD CHANGEABLE WITH ANY OTHER_ COAIPONTFM UNLESS OTHERIMSE SHOWN. DING MULTISPAN WMANTILEVER OPTION APTIONAL• CANTILEVER SEE SCHEDULE FOR NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. W/CANTILEVER OPTION SPLICE ATM NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. CANTILEVER OPTION TYPE "D" l DRAWN W. ExSYSTEM /1012 TOM CAMPBELL 8 ASSOCIATES, INC. 90UD,RNEL UNE LOAD 10.20&30 pd PATIO COVER, AS MFG. DURALUMPRODUCTS.IRNC. IAPrroERlotaa SDATECALE: NO COMYtERCIALAINORE910PJNTIAL8T181C1UHALON00NFERIN6 BTRUCiURES NORM WIND � MO ALPINE AVE., SACRAMENTO. CAi6S20' 3HEET20F'33 REUSED, RANCMOCUCJAMONGA b1 I061)7gT/07 50.1001110 MPH (itb) -7011 FAX403-1510 w awn l RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B S C n YX 6 1Z RAFTER 2108L.. 2"x 61/21 RAFTER 90 MPH 100,MPH 110 MPH L� _ 'T' YVE MPH 100. MPH 110 MPH r' VAX EXP. 8 EXP.0 EXP. B EXP -C EXP:.B EXP -C (PSF) 0N•) 1 6 EXP.0 EXP. B EXP.0 EXP: B EXP.0 18' 12--0' 10'-r 1a-0" 9'•8' 7-9' 8'-0' 18,14'-10' 15'-r 13'-4' 13'x• 1r -r. .a >0zw :oir 14'-0` 14 -0" 148 f4'8' 14'$ 13'-1' 18'8'" 19-8" !9'8' l9-8' 8'4' e. • ;oir 6 .a 024 g-10' 8'-0" 6'-10' T 8' 8'-1' r-1' 024 1r -r '17-4* f 1'-0` 11'3' 1a-0' 24• 11' 9' 11'-9'514j-4: ''24'15-0' 14'-1• 1r3' 4%1• 11'$ 22'4' 19'-10' 2a3' 1r4r 154' 15,2'r■ r RAFrER r.8.vr RAFrER OeL.r:ojwRAFr9Re 18' 18$ 1 B'•8• 1 V -r 18'•8' 1 T-8• 18'28'-0' S-0' 25-v V -T 2ALUM. ALLOY 300utx AUX 'MLOY3W M ALUM. ALLOY 3W"M 10 .032 10 .032 OR EQUAL OR EQUAL. OR ECIYL 24, 13'-1' 11'-r 1 art' 10-0 9'-8' 24, .18_'x' 19'x' 15-r 14'<r 15-1' 13'-3" 23EENOTEBELOW *;SEENOTEBELOW 15'1' 15'•1' 15'-1• 15-1- 14'J' ;';V 24'-r 21 r 21'-r 21'-Y 2a-1' 0'=10' 181$ 16' 9' 15-r 1T-1' 15'-1' 29'$ 26'4' 28'$ '23'-3• 24'-1' 21'-r 3' x'8"RAFTER 042 19''-r 22-2• 2r-2' 2r-2• 22'.2• 21'-r 042 18• 31'3' 31'-3' 1'3• . 31'3' 31'9• r -1a N - 90 MPH, 100 MPH 110 MPH 24, tr-.1' 15'-1' 15'-4' 13'-r 14'-0' '17_ •3' 24, 24'-1' 21'•2" 2I' 8' 19-1' 19'-8' 1T_.3' (I •) EXP: o EXP.0 EXP.: B EXP.0 EXP, 8� EXP.0 18'-Y 18-T 18'=2' 18'-2' 18'-T 1T4' 25'-Z' 2S -T 25'-T 2S -T 2S -T 24'x4' 16- 23'-0 20'-3' 20'-8' 15-r 18'-9' 15-r 18, 1r-0' 1a -.r 1a-9• 9-0' 9.9' V-8' 18' 18�' 14'-10' 1 S -r 13'44• 13'=9' 12'-2'' 10 .042 28'-10' 25-10 25.10' 25-10' S-10' 25'-1' 024 - 170' 17-0' 17-0" 17-0' 1 r 0' 11'-T 024 18'-3` _ 18'_-3' 18'3' 18 -0' 15 3 15-9' 24• 18'-9' 18'-T 18'-10' 14'-10' 15'4' 13'•r 24, 9'=9' 8'-8• 5-10' r-9' 8'-1' r-1• 24, 13'4• 1r•r 124• 11'-0' 11'3' 1a-0' 2r-0" 22--0' 22 -0' 22'-0• - 27$ 20'-8' 9-9' 7-9' 9'-9' 9-9' 9'-9• 9' 8' 13'4-. 13'4' 1S'4• 13-4- 13'-4' r -1a 18'-r 18'-9' 15-r 1 e, 15-3* 14';1' 14'4' 12--0• 13'41' 11'$ 18, 21'-8' 19'-10' 20'-3' -1 T=9' 181-4' 18'-r 20 .042 2Z -r 27.2' 22'=Y 27-r 22-2' 21' 8' ,20 .032 15-3' 15-3' 15'-3' 15'3' 15-3' 14'-9' 20 .032 21' 8' 21,' 8' 21' 8_' 1'•8 2T•8' -9' 24' 15-2' !8'-r 16'=10' 14'-10' 154' 13 -r 24' 14'-1' 11'-r 11' 9' 1a4' 10'-8'- 9 6' 24, 1 r -r 15-0' 15-r 14'-r 15-1' !3'-0• 18'-r 16'-r 18'-2' 18'-2' 18'-2• 1 T=r 12'$ 17$ 17-0' 12=8' 174' 1r-1- 1 T=r _1 Ir 1T-r 1 F -r 1 T -T 1T-0' 16• 19'4• 191-4' 194 18'-2" 15.9" 18'T 18'4' 18'4• 8'4' 16'-T Ti,115-1' 18, 5.10• 25-10' 25'-10' 23'-3' 24'-1• 30 .042 19 4' 19 4' '19'4• 19'4' 19 4' 18'-.10' 042 18'4• 7 8'-4' 18'-4 18'-4' 18'4' 17 -9' 042 S•10' S-10' S'-10' 24• 15-10' 15'-10• 13'=10' 14'-10' 1S4' 13'-r 24, iS-1' n 13 -r 11'-0• 1r-3 24, 21'•2' 21=2' 21'=2' 19=1• 19'-0' 1T-0' 15.10' 15:-10 1S<10' 15-10 15'-vr 15,.a- 15'-1'1' 15'-1' 15=1' 14'-r 21'-2' .21'-2' 21'-T' 21:-2" 21'-r 2(r4r' to s- 9'-0' 9'-9" 8'_-0' 14'-r 14.2' 14'-r 13'4- 13-9' 1 r=r * NOTE SINGLE RAFTERS SPACED IB' D.C. MAY AL ,e' 19' 1a 8'6" 10'$ 1a$ 1a-2• 16• 14'-Y 14'-r 14'-r 14',2' 14'-r 32.O.C.-WHEN DOUBLED AND SINGLE „�s N' 4 •024 24' O C, WAY BE USED At 48.O.C: WHEN 0 ��^Y C_ 24' B' -r T-9' 8'-1' T-1' 24; 11'-6• 11' 8' 11' 8' 11-0' 1.1'10-0'5•Tr 8'•T 8'-T 8'-4• 11'-0' . 11' 8' T1' 8' 11' 8' 11' 4' FOOTNOTE: "SAMPLE' 13_'3' 13'3' 13'3' 12-.8' 13'-1• 11'$ 18'-8• 158' 18'-8' 1T-9 164' 18'-2' FIGURE INDICATES a �, 03 18- 13`-3' 13'3' - 13',9' 13'3' 13'3' 13'-0' 30 .032 18• 18'4r 18'•8' 18'-8' 45=8' 18-8' 1B'3' ATTACHED }-� 1x-10'- 1x-10' .1a -t0• . 1a4' 1a-8' 9'-8'. 15'3' 15•.9' - 15.9' 14'-r 15-1' 13'3' FIGU ICATNv 379 24• 24• a-10• a -f o• a=1 a a-10' a-10" 1718" 1 s3• 1 S'3• 1 s3• 15'3• 1 S3• 19-0' fl FREE 1v%Xpi 03131 15-11 15-11 15-1• !1312. 5-r 1S -r 2r -r 2r -r 27-r 22'-r 22°r 21.4 - PROJECTION 18' 15-r 18'•r i6' -i• 18' -r18' -f' 1s 6� 1B• -r r O.H. SPAN 2 13'-2' 13'-x 1 �'-r 13'-r 1 r �.04z .� .13'•r 13'•2' 13'-r 13',2'3'-r 12.9• h IUBuuRr TwBIJTNtY• yyIDTM a/2 SPAN * O.H. NOTE: TRIBUTARI' ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN mm Br: E N. CATE tootmt: TRIBUTARY WIDTH TABLE ATIO COVER SYSTEM AS MFG.� DURALUM PRODUCTS, INC. - CLEAR SPAN (FT.) _ COMMERCIAL AND i�Eeomm. STRUCTURAL ENCUNEERM RAFTER SPANK UN ALPINE AVE-. SACIWA M CQ 911!7/; O.H. 6 1' 11 9 10 11 12 1 13 14 16 1 16 17 18 19 20 21 0 3 4 4 5 5 8 8 7 7 8 8 9 9 10 10 11. - 1' 4 5 5 8 8 7_ 7 8 8 9 9 10 10 11 11 12 2' 5 8. 6 7 7 B 6 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 .9 9 10 10 1t 11 12 12 13 13 14 4. _ _ g 9 10 10 11 11 12 12 1 13 1 13, 1 14 14 1 15 11 11 12 12 13 13 14 14 15 15 18 mm Br: E N. CATE tootmt: TOM CAMPBELL 6,ABSOCIATF�, INC.' UWLW- t0. V&. & 3o pt ATIO COVER SYSTEM AS MFG.� DURALUM PRODUCTS, INC. IAPMO Et190196 toe WALE COMMERCIAL AND i�Eeomm. STRUCTURAL ENCUNEERM RAFTER SPANK UN ALPINE AVE-. SACIWA M CQ 911!7/; REVISED M- RAIiCF10 p1CA1pIVCUL G (961)74/d107 tm ioo alllo H' �9te>,+a:-7x71 FAxAO>ttii9 ..Y.®d..A.nmm SHEET 7 OF 33 C MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1, TABLE 2 TABLE 3 (2) 2"x6 Y2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3."x8" WITH 6_Y2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF'N0.14 TEK OR 3MS SCREWS > NUMBER OF NO:14 TEK"OR SMS SCREWS PER FOOT OF HEADER LENGTH PEWFOOT OF WALL HANGER AND HEADER LENGTH 5 PER FOOT OF HEADER LENGTH 90 PH 1 00 PH 1 110 PH go MPH 00 PH 110 90 MOH 00 F PH 1 EXP. BM EXP. C EXP' B MExp. C EXP. B MEXP. C ,..-EX B I EXP. C EXP' B MEXP. C EXP'. B MEXP:. C` � � EXP. 8 1 W. C EXP, B MEXP. C 110 MPH EXP. B 1 EXP: C 5' 6' T 8' 9' 12' 13' 4 CEILING FAN AND/ OR LIGHT FD(TURE (MAX 30 ft.) FAN BEAM (19'-0' MAX SPAN) 5' 6' 7' 8' 9' 10' 11' Y2' 13' vwm am. 5' 8' 7' 8' 9' 78 10,-3--3 3 3, 3 8.9 11, 3 3 4 83 4 10 12 4 9 13o 3 , 4 FOOTNOTE: 'SAMPLE_ * FIGURE INDICATES ATTACHEDFIGURE_iNDICATE3 FREESTANDING - r T=.075' 2 TYP, FAN BEAM ALUM. ALLOY 8063-T.6 FAN BEAM 2,121 #14.x31/2'S ' D.S. SCREW AT BEAM ATTACHMENT AT HEADER [.1 -- Mit S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL oRAww aw Ex GATE 10101 12 - TOM CAMPBELL a ASSOCIATES, Im. MMUMUM 10, 20a3o pr COVER WSTEM AS rr( , OURALUM`PRODUCT8,-INC. _ . IAPMO ERI0126 SCALENONE ... COMMEACIAL AND RF310EHTIAL STRUCTURAL ENfiINE9tIN0. ._REOUIRED COLUMNS HOPJX WMD • SM ALPME AVE. 8ACRA11MTO; CA 16 REVISED -W. RANCHO OUCAMOWA;CA (161)741-2107 00;1009110,MPH (914j464621 FAX43,181 SHEETSOF33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I MAX. HEIGHT= 10' I MAX. HEIGHT 3.00'SO. r-#io SMS 3.00, so. 3.00 SQ. H -3'SQ-,du2W rLV240.C. SIDE J -�3`Saxt-.31:0 6.5., T- J -4'SOA=.18r 3'. ALUM. .14"R - JK -4-Spid-.2Sr TEEL -L. L I 3.Cr OR 40 [1)32- TYP .048'STEEL O518'PLASTIC ,PLUG .28' 3" SQ. ALUM. POST 3'SQ. ALUM. POST -,;E W-NMEW1 MAG POST SQUARE WITH SIDE PLATESO UM. ALLUT 3004�H30 Q ALUM. POST STEEL POST ALUM. ALLOY 3004-1-138 ALUM. ALLoy3004. 3".S&STEEL POST I H36, m Ml-vz"= ALUM. ALLOY 6053-T8 ASTM A500 GRADE 8 ALUM. ALLOY 3.00" OR 2.(r 670ss-Te,�*—�71 ASTM GRADE16 STEEL 1.3 q 7/1 rO'HOLE 1.375" FOR 3M'MS 2 FLANGES j 2.40* — ------ 2118 APART .75" 2X 0 IS ALUM.,ALLOY 6053-T6 "H' BRACKET 3" HEADER BRACKET n7 INSTALL VVx I& X, G Tom CAMPBELL,a ASSOCIATES ciATEs. Im. CCLUMNJ WASHER PLATE AT ANCHORS 7r BASE�FLARES 1APMOERI 6106 SCALE: NONE Ep OWMERCIAL AND RESORMAL STRUCTURAL EN"f ING I TO 3"WIDEZA. SIDE OF FLANGES 1.60" IPATIO.COVERG"TEMASMFO.Loy: - ALP9* AVE.SACRAMENTO. Ch UM - T .090 TYR Wmy 5.50" 00.100a 110 MPH INSTALL LRWlX-.A.H DO MSHE q1 -7/16V HOLE ATE AT ANCHORS 24WHOLES FOR 110 MPH TYP. Ek, SIDE ALUM -r BRACKET STEEL 'r BRACKET 05 T=.080" TYP.---i F— r (4) -SDS 25412 ALUM.,ALLOY 6053-T6 "H' BRACKET 3" HEADER BRACKET n7 DRAWN SY. EA DATE."1001=2 Tom CAMPBELL,a ASSOCIATES ciATEs. Im. CCLUMNJ U%iELOAD . % 20 & 30 pd . DURALUM PRODUCTS. INC. 1APMOERI 6106 SCALE: NONE Ep OWMERCIAL AND RESORMAL STRUCTURAL EN"f ING I I POST TYPES HONL~,. IPATIO.COVERG"TEMASMFO.Loy: - ALP9* AVE.SACRAMENTO. Ch UM SHEET 8 OF 33 I REVEM W. RANCHOCUCAmomak CA (IiijT41-2i87 00.100a 110 MPH (9i6)463 -7W, FAX403:151$ sW=6*nkwLWn HANGER CHANNELSAND MOUNTING. BRACKETS ALUM. 3004 -HM ROLLFORMED HAND A34' FRAMING'ANGLE SEE TABLE FASTENERS, SEE TABLE R.F.OR,EXT. HANGER CHANNEL, 2X`OR 3X RAFTER:BRACK7...--' EXTRUDED HANGER CHANNEL WHERE Al I MASI E PROJECTION EXCEEDS IV. ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ;RAFTER PROJ. EXISTING EAVE CONNECTION WALL FASTEN= SEE TABLE PANEL LOCKS OR 110.SMs HANGER GRAIL FASTENER TO FASCIA. WALL 'STUD. MASONRY OR GONG) AT. EA. O AT FA CONTACT ^ ' AT WOOD STUD" AT MASONRY MOLID-GROUTED AT 2x. FASCIA CONTINUN USA -RAIL _ROOF PANEL - (WHERE OCCURS) 90 ALUM.ALLOY 100 6063-T8" 014 SMS ® FA CONTACT -- - WALL CONNECTION O' 2.74(r #14 SDS• ®rO.C. T=.ow gw `i WALL FASTENERS 8EE TABLE ALUMALLOY AM 6053•T6 I.R. HANGER O EXIST.;RAFTER HANGER GRAIL FASTENER TO FASCIA. WALL 'STUD. MASONRY OR GONG) WIND AT WOOD STUD" AT MASONRY MOLID-GROUTED AT 2x. FASCIA DESIGN 18' O.C. CELL AT FASTENER) OR CONC. OVERHANG (L)90, LL=10_ LL=20 LL -30 LL=10 LL -720 I LL=30 LL -i10 LL=20 LL=30 90 A_ B B C- D 0 E E F 100 A B B C, D D E E F- 110 A B B C D D E E F 24' 12'4' 9'-10' DESCRIPTION'OF LAG SCREW SEE NO 'BEL 2•'x 6'- NOTCHED A-SDS25412 W/A34,FRAMING ANGLE AT EACH RAFTER 24' O.C; MAX. ZO B-SDS25412' WIA34'FRAMING ANGLE'EACH SIDE OF RAFTER.(2 PER RAFTER), STAGGERED, 24' O.C. MAX' 22'-r C=SDS25412 AT EACH.STUD. IV O.C. MAX: w D=3/8'0,.4' LAG SCREW.AT EACH STUD 'U. E=3/8:0 x:1 1/8' AT 18" O.0 INTO SOLID -GROUTED CMU.CELL OR:CONCRETE 'F=3M'0 x:1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2V4r 'HILTI`OUICK BOLT STAINLESS STEEL SEE NOTE 26,,SHEET 1 EXIST.;RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L)90, WIND SPEED (MPH) AND EXPOSURE C 100, C" 110, C 2"x4" FULL — -- 24.O.C. 18" 19'-2' 19-3' 12'-4• 24' 12'4' 9'-10' OCCEEDB OUSTING STUD SPACING 2•'x 6'- NOTCHED 24' O.C.- BELOW RAF RAFTER' TO SHINGLE' ROOFING TO PROVIDE SEAL SAME CONN _26'=0' 22'-r 18'-1' 24• 18'-8' 14'49"_ 11'010' 2'x8' FULL OR2W0 25t8' NOTCHED 24' O.C. 2V4r 24' 19-6" 27-9' 18'-T rxS* FULL ORlir 2'x10' NOTCHED 24' O.C. 26'=0' 26'Ar 26'=0" 24' 26'-0' 26'4' 24'-4• NOTE: (Aj'MAXIMUM ALLOWABLE -DECK I RAFTER SPAN AT 110 MPH, EXPOSURE B I510' -T. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL='3 pd (MIN) TO 8 Vef (MAX) RLL - 2D 630 Det 2. EXISTING RAFTER ALLOWABLE SENDING;STRESS'IS 12W psi. 3. ALLOWABLE DECK / RAFTER.SPANS ARE BASED ON RLL=="10.20, h`30 pd 1 1rz, 109 L.L.=(2)#14.SMS EA. SIDE �* 20VJO#LL -(2)#%SMS EA. SIDE If r '-3/4' OR 1 1/2' I I 2"x0lir OR I 5- MIN. 3'x Ir ALUM; RAFTER EXISTING WOOD STUD FRAMING FOR PANEL. No. ;xp- 6' 1 114' NOTE: PROVIDE WATER AL CA=uCN�iNt'S AN0 SWING r TO DRAIN FOR SPAN SEE ALLOWABLE DECWRAFTER SPAN TABLE 1-- 2 EACH 114'0 xbt/l LAG SCREWS LL. -IO pd 2 EACH 7110`0 x 331/r LAG SOW" LLQ AND 30 Pk HANGER CHANNEL T (2' MIN. PENETRATION INTO EXISTING WOOD STUD) COMMERCM4AND RESIDENTNL STRUCTURAL ENGINEERING 77� NOTE: USE LEDGER WHERE RAFTER SPACING ilii ALINE AVE.. SACRAMENTO. CA Goals OCCEEDB OUSTING STUD SPACING TE BRAC SEE FOR ATTACHMENT NOTE: PLACE SIKA FLEX' MAY Be MOL MATERIAL BETWEEN BRACKETANDC OMP. BELOW RAF RAFTER' TO SHINGLE' ROOFING TO PROVIDE SEAL SAME CONN WALL CONNECTION O3 4O BRACKET'CONNECTION DRAWN�1� BY. EA TOM CAMPBELL t ASSOCWTES..INC. HANGER CHANNEL LIVE LOAD - —FM 10. 20 & 39 pt COVER SYSTEM AS: MFG. Ur WRALUM;PRODLM% INC. tAPMO ERi Otic NONE COMMERCM4AND RESIDENTNL STRUCTURAL ENGINEERING AMD BRACKETSCALE: HORIL Whim =. ilii ALINE AVE.. SACRAMENTO. CA Goals REVISED or _ - RAPKMCUCAMCKKKCA(01)7414107 ATTACHMENTS - 0%1006110MPH (i16)452.7021.FAx403.111's lnOdIAtWAOQ1A SHEET90F33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ALUM.`T%RACKETUSEVM .. T BRACKET POST TYPE B.D. OR E STEEL POST ONLY: (® 3 -SQ. POST i12 SAAB EA , �TY E 9 C.D.E,F� .WIN J OR K USE POST TYPE (�� 6IB'0 BOLT8 F. 0; H. J OR K FOR POET TYPE J 3'SQ. POST SIDE OF POST OR r SD. POST ALUM.'t•BRACKET: iN' M:e. THROUGH Kwl /��•p-aa Enou4L 2tNG ORBOLTS R 4 18'INSERT AFR Yff7FR IIFI f1W u l i YR Eat K �nIN. EMBD. CONDITIONS 4 x •ASTM AN 1 `1�i DEPTH �F Ir(Ts EACH- — EMBEDMENT DEPTH \ �: - I .STEEL ASTANCE TO NAB =4'OR EMBEDMENT). DE 1B SWILL BE IN POUREDG E OD CONDITION FOOTING 3 111 EXISTING".._ _._3' SQ. ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE_S12E SQ 16• DEEP ' CIEE FTG. . - FOOTING'SIZE SINGLE POSTS EMBED. 1e• 1B''$0c 1 BOLTS 20' 21.30. 12* 2r & 21• CUBED (2}1/rO 3114' 22' 25' SO. 18' 2.r - 3c. CUEED (4}tlrO 31N• 24' 28' SO: 20' 28' 3r S0. 23' 31-- 3 r CUBED (4"Wg 4" 28' 35• S0. 25' 35' • 3r CUBED (4)%W*g 4 3/4' 30' 39' S0. 28' sr 43' SQ. 30' 40' • 4Q'.wwo (4) -m -o I 4'314' 34' 4r-SCL 3r - NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE.INC.,:ESR -1917 OR EQUAL. 38' St' S0. W 38'- ss so. 3r 4(r 80' S0: Mr 4r 84' SO. 41" 44' 89' 3Q. 43' • CUBE FODTM Wr 4' sue NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED OF POST 11 POURED CONCRETE FOOTING SQUARE NOTES' 1. DO NOT USE ALUM; 'r BRACKET WITH 3X8 BEAM WANSERT, MA&BEAAI, 4- OR r I4BEAMs. 2,, POST TYPE E INSTAL WISHER P1 6TF,- rX)f'X5Si'AT STEEL T BRACKET., 3, POST TYPE F DO NOT LISE, ',SEL T BRACKET Wir I�aEAIJ_ Z orrL ORLFLUTEEDD )WN FrG. - OR R4' SO. POST (STL J BEAM INSERTSLE PL.SM"THK. 9 t h 1R' WELDED STEEL;BASE PLATE_ SASE PLATE SCHEDULE PLATE XW MAYBE USED WITH POST TYPE, SEE SHr. 9 V SG. x318' B, C. D, F,.G,_A H FREESTANDING BASE PLATE ANCHOR BASEPLATE ANCHOR BOLTS (sin_& rmEj (4)- 314'0 HILT(;KWIK BOLT TZ STAINLESS 9wx SIE' STEEL PER 'I.C:C.,ESR-1917 OR EQUAL (4 314' EMBEDMENT DEPTH) 0 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 1,10;MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND REBOEMYIL eTRUCtunAl eNctwEEFMG 31•4' SQ x 3'-6' SO x 4'-O''SQ;x 10' OR LESS .18■ DEEP 18" DEEP 18' DEEP 20' OR LESS 4'-0' SQ x 4'-7' SQ x. 5'-0' SQ x 18' DEEP 18'X 18' DEEP Amy o. C37W8 'p`03I31/N DRAWN B1'; EJL DATE tMttABi=. TOM CAMPBELL & ASSOCIATES. -INC. COLUMN , ME UK= - to. 20 & 30 a( PA DURALUM PRODUCTS. INC. . IAPatD EA/ o1s& SCALE' COMMERCIAL AND REBOEMYIL eTRUCtunAl eNctwEEFMG SURFACE.. MDUM EMBEDMENT HORR WM - _ ON AIPI E AVE. &ACRAIENTD. CA osw REVISED BV: RANCHO CUCA�401JOA. G (961) 7411107 K 100 & 110 MPH (B1B14Ba-Toil FAX403;1510 4el..Ome.� mm� SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER II SPLIC�URS 1;79' jxv 2;5T ff2.1 0 ALUM.ALLOY 8063-T8 C MAG. GUTTER SP4 l BURS ALUM.ALLOY 8083-T8. MAG BEAM 3.00" SQ. �j1.00 14"R TYR ASTM A853 GRADE 40 OE 3" SQ. STEEL.BEAMO I�r - 3.0 .04r Y ER -C3748 OCCURS .024, O 11/ oar — &01 �� oar 032' . 10" TYP. ALUM. ALLOY 30044436 ALU��OY ALUM. ALLOY ALUM. ALLOY 3001138 OR E J ALUM. ALLOY 3OD/-H36 OR EQUAL I OR EQUAL " O 0063 -TO O J . O 4 kBEAM 7 I_BEAM 2 x 6 RAFTER DBL..2x 6.5 BEAM 3 x 8 BEAM I-- M313'AX. 3. r MAX, 3' �+-- � 5' I 375' —� .042" x.042" 04r T..13 ort a DIL r.. s:+as• B" 7.8 5" ASTM AL6� cnACE m 8 - ALUM. ALLOYlO3-TB AwM. AuoY M444aa ALM ALLOY 3W4- s OR EQUAL � OR EQUAL I I 5' 375' ALM ALLOY 3W441311L �1 2.875"OR EOIJIAL F� F►1.75'�i 1 O !� DBL. 3 x.8 BEAM t�N 3 x 8 BEAM OQ 7" I -BEAM "C" OP 3 x 8'BEAM W/'STL. INSERT DBL. 3,x 8 BEAM W/ DBL: 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT ORANM BY Ell. DATE: 1ao+rlou Zoe - - ow :038" R:F. GUTTER 3:r FASCIArALUM. ALUM: ALLOY ALLOY 30,04+06 A O 6063•T6 6,5" ROLLFORMED 4.5" GUTT 0 ALUM.ALLOY 8063-T8 C MAG. GUTTER SP4 l BURS ALUM.ALLOY 8083-T8. MAG BEAM 3.00" SQ. �j1.00 14"R TYR ASTM A853 GRADE 40 OE 3" SQ. STEEL.BEAMO I�r - 3.0 .04r Y ER -C3748 OCCURS .024, O 11/ oar — &01 �� oar 032' . 10" TYP. ALUM. ALLOY 30044436 ALU��OY ALUM. ALLOY ALUM. ALLOY 3001138 OR E J ALUM. ALLOY 3OD/-H36 OR EQUAL I OR EQUAL " O 0063 -TO O J . O 4 kBEAM 7 I_BEAM 2 x 6 RAFTER DBL..2x 6.5 BEAM 3 x 8 BEAM I-- M313'AX. 3. r MAX, 3' �+-- � 5' I 375' —� .042" x.042" 04r T..13 ort a DIL r.. s:+as• B" 7.8 5" ASTM AL6� cnACE m 8 - ALUM. ALLOYlO3-TB AwM. AuoY M444aa ALM ALLOY 3W4- s OR EQUAL � OR EQUAL I I 5' 375' ALM ALLOY 3W441311L �1 2.875"OR EOIJIAL F� F►1.75'�i 1 O !� DBL. 3 x.8 BEAM t�N 3 x 8 BEAM OQ 7" I -BEAM "C" OP 3 x 8'BEAM W/'STL. INSERT DBL. 3,x 8 BEAM W/ DBL: 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT ORANM BY Ell. DATE: 1ao+rlou TOM CAMPBELL 8 ASSOCIATES: IHC. LM@ LOAD " 10.' 30 a 30 v� - DURALUM PRODUCT8. INC. IAPMDER/ Or06 SCALE, NONE I:OMMEACMi. AND RF.310ENIIAi. B►RUCRIRAL E1gI�WNO BEAM TYPES MOM IIWIID • m AURW AVE. SACRIMEi M CA sm; i(emaimm REVrom dr RArC W CJCAMONQ& CA.Iia1) 74141(ff 2% 1004110 MPH m a&isw .r..ms".k.tima, SHEET 11 OF 33 ' 4-/14 x 1/r S.M.B. EACH SIDE OF r sO:PosT TOTAL ALTER l 4 9 %T W/ WASHER EA 91DE Of r SO: POST' +. O i _+ 235' r SO. POST 4414 xW e.M.S. EACH SIDE OF r sLTa POST (aTovu t AERNATEsc ear w/ wASNgt Ea slDesa OF r Po9r m 'OST CONNECTION x 8" x .042" BEAM, ' SQ: STEEL OR IAG BEAM. AILS 'L' FASTENERS 1'-0'- 4 - #14 SDS 2'-0" 8 - #14 SDS ' 3`-0' 12 - #614 SDS FASTENER SPACING a 314' 014 x 1? SALS.TOP 8' BOTT. (2}TOT. GUTTER FASCIA �5 MAO BEAM r SD. POST A� 3 -SQ. STL. BEAM 13 H - BRACKET TO POST z ALUM. ALLOY 3105-1-125 C37948 .03131). 1. 1.50' 2" . :28" I r2— .018' #8 x 2'SMS, 21? OR 31?; TYP. 1 112 -SQ. OR 2' LATTICE TUBE ALUM. ALLOY 310"25 1, 11r•SO., -2-SO, OR'2•It8- LATTICE 04.O.C. MIN. UP TO BrO:C.•MAX 17 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER 1 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE Apr---- OPTIONAL LATTICE TUBES GRODUP� 9112' 00 ALUM. BRACKET X 2' 1' 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 314' TEK SCREWS BRACKET TO RAFTER t= (4) - #14,x 3/4" TEK SCREW$ OR (6) #10,1k 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET. RAFTER TO BEAM 90 MPH - USE ROOF PANEL. W" To ipw (4W, 4 SDS Q_EA. SIDE ------ 1 TOP 8 BOTT. TOT. --16 RaYORMEDOR;— COMINERg11l /Mm REB10E1(fML BTRUCRIRAL ENfiMEERPW ®100 3110 MPH - USE EXTRLM0OMER Y ALPINE AVE, e11CRMIQIfO. CA i664e [916)462 (8}#14 SDS @`EA.,'SIDE .014.S.M.S.®12.o:C.— TOP & BOTT. TOT =24' F� a loo a1,toMFH -MI, FAX4WIS19 vw.maio. mm 8, lff9Q 024 — RAFTER 3"X 3"ALUM. OR STEEL. POST ��NALAj-.FN GUTTER FASCIA �5 MAO BEAM r SD. POST A� 3 -SQ. STL. BEAM 13 H - BRACKET TO POST z ALUM. ALLOY 3105-1-125 C37948 .03131). 1. 1.50' 2" . :28" I r2— .018' #8 x 2'SMS, 21? OR 31?; TYP. 1 112 -SQ. OR 2' LATTICE TUBE ALUM. ALLOY 310"25 1, 11r•SO., -2-SO, OR'2•It8- LATTICE 04.O.C. MIN. UP TO BrO:C.•MAX 17 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER 1 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE Apr---- OPTIONAL LATTICE TUBES GRODUP� 9112' 00 ALUM. BRACKET X 2' 1' 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 314' TEK SCREWS BRACKET TO RAFTER t= (4) - #14,x 3/4" TEK SCREW$ OR (6) #10,1k 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET. RAFTER TO BEAM DR�ww er Ex OATS 1001!!x12 TOM cAMPeELL aPATIO ASSOCIATES, INC. W" To ipw t0. m i .I: DURALUM PROMCM INC. 1 UPMO EIM 01116 SCALE. �E IREVISEDBY. COMINERg11l /Mm REB10E1(fML BTRUCRIRAL ENfiMEERPW ATTACIMEDIT HOIIIZ WIND " Y ALPINE AVE, e11CRMIQIfO. CA i664e [916)462 RiwcHoaraMonoA cn *ijmtstor a loo a1,toMFH -MI, FAX4WIS19 vw.maio. mm SHEET130F33 SPLICE DETAILS 11 BEAM TO POST_ DETAILS 12 - SIMPLE SPLICE FULL MOMENT 8:11.8. , _ ter' TYP. THICKNESS =.035' (24 TO .S. TYP. THICKN 1" = .035' 6:36• uII + + + ++ +'+- II + + ++ ALUM -ALLOY 3004-H36 ALUM..ALLOY 3004-H38 OR 6083 -TS FOR EXTRUDED OR'808345 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR. IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED A EXTRUDED FASCIAS IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. TOTAL=_(B}1/2`B BOLTS sallcEV110 RE 4. occurs 070' TYP. ALUM. ALLOY' 8063-T6 4' I -BEAM t, MOMENT'CSPLICE — NOTE: IF SPLICE OCCURS AT ALTERNATE:INTERIOR BAYS, A SINGLE I Y SIMPLE 'CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1-- '4' --I �_w A_ LUM: "ALLOT 8083=T8 7' 1 -BEAM S 4W ALUM. 'P BM. OR 1.10* O' 2.110" O 0 o O AT T' I TEAM: 'C_' W 1. 5' O e 4.5` t, MOMENT'CSPLICE — NOTE: IF SPLICE OCCURS AT ALTERNATE:INTERIOR BAYS, A SINGLE I Y SIMPLE 'CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1-- '4' --I �_w A_ LUM: "ALLOT 8083=T8 7' 1 -BEAM MOMENTCSPUCE 0 (2)010 S.M:S.®,EA. VALLEY, TYP. I -�T S 4W ALUM. 'P BM. OR W TIN' ALUM. T BM. AT T' I TEAM: 'C_' W 1. 5' O e 4.5` O O O O I � .COMMERCW.ANORESIDEN 41L8�Rl4MRALEMMMEER"r NOTCH.I-BEAM FLANGE I -BEAM ALUM ALLOY . DURALUM PRODUCTS. INC. - 81 ALANEAVE. "CRAMIMM G 00820 AS NEEDED TO CLEAR 18• �. - - MOMENTCSPUCE 0 (2)010 S.M:S.®,EA. VALLEY, TYP. I -�T S 4W ALUM. 'P BM. OR W TIN' ALUM. T BM. AT T' I TEAM: 'C_' W ` ; TO O BRACKET TO BKET I � .COMMERCW.ANORESIDEN 41L8�Rl4MRALEMMMEER"r NOTCH.I-BEAM FLANGE I -BEAM ALUM ALLOY . DURALUM PRODUCTS. INC. - 81 ALANEAVE. "CRAMIMM G 00820 AS NEEDED TO CLEAR (8.081-T8) ALTERNATE I I S0. POST,CONNECT WEB STL: C -BEAM W/ 8.844 TEK SCREWS TO POST W/ (2) -'SIS' 0 SHEET 12 OF 33 THRU-BOLTS�®.4- I BFAM. SQ. POST LONAC �.`� AND (3) - "' 0 THRU BOLTS ®;T 4BEAMs A'L BEAM TO POST CONN. O. C3790 2- 3/8;0 MA. THRU STL.'T 3/31/ #12 METAL BACKED', NEOPRENEQt ED POST;SEE SCHEDULE. TEK SCREWS iD.C. ALTERNATE BEAM TO POST- CONN. MAX., STAGGER INSEAM FLANGE ROOF PANEL S 4W ALUM. 'P BM. OR TOM CAMPBELL A ASSOCIATES,. INC. TIN' ALUM. T BM. AT T' I TEAM: 'C_' O BEAM ADD_ SPLICER 18' LONG ; TO O BRACKET TO BKET AT ALL COLUMNS.- � .COMMERCW.ANORESIDEN 41L8�Rl4MRALEMMMEER"r (CENTER ATCOLUMN). 10,"70 6 se pd HORIZ:11 • DURALUM PRODUCTS. INC. - 81 ALANEAVE. "CRAMIMM G 00820 SECURE TO 1 -BEAM RANCHOCUCAMONO&,CA(001)741,2187 W/ 8.844 TEK SCREWS lase)uxiosl.sAx »te a�..w�m,� SHEET 12 OF 33 EQUALLY SPACED - 1' FROM'ENDS. 2- 3/8;0 MA. THRU STL.'T BRACKET "TO POST. POST;SEE SCHEDULE. ALTERNATE BEAM TO POST- CONN. ORAWN'Br E.N. TOM CAMPBELL A ASSOCIATES,. INC. LIVE LOAD •= A - - . MPYOEAI0100 pq 100=1II WALE: NONE IREvemm � .COMMERCW.ANORESIDEN 41L8�Rl4MRALEMMMEER"r BEAM � SPLICE OETA0.8 10,"70 6 se pd HORIZ:11 • DURALUM PRODUCTS. INC. - 81 ALANEAVE. "CRAMIMM G 00820 RANCHOCUCAMONO&,CA(001)741,2187 9sf0oall0L"4 lase)uxiosl.sAx »te a�..w�m,� SHEET 12 OF 33