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13-0814 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00000814 Property Address: 47895 ENDLESS SKY APN: 649-030-069-115 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 1600 Applicant: Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION •f 4 a 4 "W BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: LINDA TRIEWIELER 47-895 ENDLESS SKY LA QUINTA, CA 92253 ( , I hereby affirm under penalty of perjury tha icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busin sand rofessionals Code, and my License is in full force and effect. License Class: D0333License No.: 350 5 Date: �+ Conntractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 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 the 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 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).: (_ 1 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 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 her own employees, provided that the 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 proving that he or she did not build or improve for the purpose of sale.). . (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: 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 (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Contractor: HUTH AWNING CO, RO P.O. BOX 536 THOUSAND PALMS, CA (760)861-3680 LiC. No.: 350151 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/01/13 JUL C 12013 L 4A QUINTA CE IF -PT. ------------------ WORKER'S 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 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 3 PT Policy Number EXEMPT rttfy that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, _.and agree that, if I should become subject to workers' com nsation provisions of Section 3700 of the LabCodea forthwith c mply with thos visions. _ Dater ( Applicant: _ ' 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 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 whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or 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 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that t ve information is correct. I agree to comply with all city and county ordinances and state laws relating t�perty ding onstr tion, and hereby authori representatives of this c%ounty to enter upon the above-mentioned p for nsp on purposes. Date:l Signature (Applicant or Agent) Application Number . . . . 13-00000814 Permit . . . PATIO COVER 2013 Additional desc . . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation 1600 Expiration Date 12/28/13 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments 160 SQ. FT. SOLID ALUM PATIO COVER. PER 2010 CALIF. BUILDING CODES. July 1, 2013 1:31:52 PM jjohnson. -----------------------------------------------------'----------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473). 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited- ---------------------------------------- Due ----------------- Permit Fee Total 95.81 .00 .00 .95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 .00 .00 95.88 Grand Total 191.69 .00 .00 191.69 LQPERMIT Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ,( Project Address: 17Y J�j a/ e- S Owner's Namelk t d Q 7g / C/q c_.� e / /.f- 2 A. P. Number: Address'. z,- % % S zf—,uCL/ l /"', S k Legal Descripti City, ST, Zip: �� (.c r a� Tei 9" 2 2 t5-? Contractor: w Al i � Telephone; Address: l' a x S Project Description: City, ST, Zip:l o u -5 Ce Nd vtits cl � � �'o /� �. o C_ y e? l -z- Tee one: State Lic. # s-/vl City Lic. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ••.....•.••• State Lic. ............. ................ Name of Contact Person: Construction Type: 6G Vu i r/"ccupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: lGG # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project G APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees ITo Pon 1 erl�ts of D��ev®?"�� G �{ CD�MV� JUL 01 1013 CITY 9F QUlt'TA COMMUNITY t) �DV ELOPN ,4. �,ov lcla— ,"- f - F6, " 5, a- V UTY OF LA QUINTA BUILDING & SAFUY DEPT. APPROVED 7 6t )ATE 13 RAFTER SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X 6 1/2' SIDE PLATES. FOR SIZE OPEN LATTICE TYPES AND SPACING HE tM: THIS OPEN LATTICE -TWE STRUCTURE SEE MAX.U. PRO ULE U. MAK PROJ. MAY NOT BE COVERED. SEE SCHEDULE \ - MAX OX ° _ RAFTER, \SEE T ABLE 26% OF SPAN \FOR SIZE AND 6PACdG LENGTH OF STRUCTURE VARIES POST cROSSSE LENOTH OF STRUCTURE VARIES - ^D 9EE POST DEIN DATE: 1G0112012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO OPEN LATTICE POST WITH SIDE PLATES DURALUM PRODUCTS, INC. 7 1rC SLAB PM CR POST DET NOTE: EACH COMPONENT IS INTER- MAY BE USED TO CONSTRAIN r SEE OETATL CHANGEABLE WITH ANY OTHER LENGTH OF STRUCTURE VARIES E 1 ,- f T SCHEDULE SCHEDULE NOTE: EACH COMPONENT IS INTER- MAY BE U� RAI NOTE: EACH COMPONENT IS INTER- ] I? SLAB ATTACHMENT MAY BE USED WHERE CHANGEABLE WITH ANY OTHER �r POST WRH SIDE PLATES 'k SEE DETAIL CHANGEABLE WITH ANY OTHER s� P r�cF�b COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. T4q� s SEE SCHED. FOR FOOTING CUBE SIZE SLAB ATTACHMENT a 1rr r FOOTING WHERE REOIARE SEE SCHED. FOR FOOTING CUBE SNZE It�Ti FOOTING WHERE : EACH COMPONENT IS INTER- FABLE WRH ANY OTHER ET MAWHERE OPEN LATTICE -TYPE COVER ME SCHED• FOR NT UNLESS OTHERWISE SHOWN. SEE SCHEDULE SCALE: KT3 NOW: THIS OPEN LATTICE- MAYE COVEFOOTING E-SBTRU WHERE REQUIRED. B FOOTING CUBE _ TYPE "E" ATTACHED SINGLE SPAN LATTICE 74 TYPE "F" ATTACHED MU.LTISPAN TRICE STRUCTURE N . C37 NOTE: THIS OPEN uTfK E•TWE STRUCTURE MAY NOT SE COVERED. RAFTEiL 9EE TABLE SEMS sCY1 V EXP. NOTE: THIS OPEN urnC UGiI/�� SFE sC1AE AND � MAYBE RAFTER. SEE TABLE i MAXOF SPAN °. ' � (�� SP SIZE 7 LENGTH OF STRUCTURE VARIES >c POST cROSSSE LENOTH OF STRUCTURE VARIES - ^D 9EE POST DEIN DATE: 1G0112012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO OPEN LATTICE 10, 20 6 30 pd DURALUM PRODUCTS, INC. 7 1rC SLAB PM CR POST DET NOTE: EACH COMPONENT IS INTER- MAY BE USED TO CONSTRAIN r � ��E AVE- SACRAMENTO, G CHANGEABLE WITH ANY OTHER FOOTING, SEE E s 1/l SLAB COMPONTENT UNLESS OTHERWISE SHOWN. SCHEDULE SCHEDULE NOTE: EACH COMPONENT IS INTER- MAY BE U� RAI CHANGEABLE WITH ANY OTHER �r FODRINS. SEE SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REWIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REOIARE SEE SCHED. FOR FOOTING CUBE SNZE TYPE "G" FREESTANDING SINGLE. SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTiCE STRUCTURE ONLINM BY: E.N.LIVE TOM CAMPBELL 6 ASSOCIATES, INC. LOAD = PA VER SYSTEM O. BY: IAPMO ENI 0196 DATE: 1G0112012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO OPEN LATTICE 10, 20 6 30 pd DURALUM PRODUCTS, INC. NONE a� RANCHO CUCAMON(lA, CA (961) 741-2107 STRUCTURES 90.100&1 111) MPH � ��E AVE- SACRAMENTO, G SHEET 3 OF 33 E (918)462.7G21 FAX 40.11619 � rdm ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL MAY BE USED SEE SCHEDULE WHERE PERMITTED. FOR SPANS SEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING O. 'O.H.' NOT TO EXCEED 25% FOOTING WHERE REQUIRED OF SPAN SEE SCHEDULE SEE DETAIL FOR SPLICE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS 11 POS CHANGEABLE WITH ANY OTHE SE`' # SQ. POSTS, SIZE VARIES TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. SOLID PANEL TYPES i Na ATTACHMENT CHANNEL SOF ALUMINUM SEE DETAILS FHE WFf l'e� y��fS SEE SCHEDULE F PANEL MIN. O ZS';SLOPE PER FT. C 1e �N FOR SPANS ---� OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3 V7' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. IAPMO EW 0186 SEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAX HT.= 17 NOTE: NO SPLICE AT THIS POST ANDA END BAYS. FOOTING WHERE REQUIRED , SEE SCHEDULE SCALE: NONE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS 11 16 I1 D CHANGEABLE WITH ANY OTHE C� COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SO. POSTS, SIZE VARIES ALTERNATE: 3 IQ' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACI SPLICE AT THIS AT END BAYS. EXP. BEAM 1/2 x S' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION *O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - * SO. POSTS, SIZE VARIES 7hE—p,qo, BE tics OPTIONAL: CANTILEVER SEE SCHEDULE FOR _KJ SPACING O•N. ?5% OF Sp ATTACHMEN�IT ALTERNATE: � � MAY BE USED SINGLE POST ERE PERMITTED. SEE SCHEDUIF SEE SCHEDULE NOTE. O SPLICE AT THIS MAX. HT.= 17 POST AND A7 END BAY TING WHERE REQUIRED / SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER m i COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION �NG7'hl UMINUM OF S7RU F PANEL MIN. 0.25 SLOPE PER FT. 0. CTUR f y�ES SCHEDULE FOR SPANS i O.H 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE "" 1 1 TSPOPTI NAL: CANT EVER 8 gCSEE SCHEDULE FOR $ N SQ. POSTS, SIZE VARIES I �NFf3 T SPACING O•N. HS ALTERNATE: ?S% 3 IR' SLAB SINGLE POST 2 7 MAY BE USED SEE SCHEDULE TO CONSTRAIN NOTE SPL ICE AT THIS I R FOOTING. SEE POST j 40 AT END B§YS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 8'. STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE IOAD • A O R - IAPMO EW 0186 O E12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES 10. 30 WHERE , SCALE: NONE RANCHO CUCAMONGA, CA (861) 711-2107 16 I1 D SM IN 626Y ALPINE AVE.. SACRAMENTO. CA i662e C� REVISED 8Y: 911100E MPH (816)162-7021 FAX 100-1518 Ww®durWn.cpn 148 U/ SEE DETAIL FOR SPLICE "" 1 1 TSPOPTI NAL: CANT EVER 8 gCSEE SCHEDULE FOR $ N SQ. POSTS, SIZE VARIES I �NFf3 T SPACING O•N. HS ALTERNATE: ?S% 3 IR' SLAB SINGLE POST 2 7 MAY BE USED SEE SCHEDULE TO CONSTRAIN NOTE SPL ICE AT THIS I R FOOTING. SEE POST j 40 AT END B§YS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 8'. STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE IOAD • A O R - IAPMO EW 0186 O E12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES 10. 30 AL PRODUCTS. INC. , SCALE: NONE RANCHO CUCAMONGA, CA (861) 711-2107 16 I1 D SM IN 626Y ALPINE AVE.. SACRAMENTO. CA i662e SHEET 2 OF 33 REVISED 8Y: 911100E MPH (816)162-7021 FAX 100-1518 Ww®durWn.cpn COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' --}- �-{ MAX. HEIGHT C = 10' �3 1 2 113.00' SQ. 3.00"SQ. .024" tYto SMS ' 3.00" SO. I .032'@24'O.C. �J1.00r I EA. SIDE 6.5' .3. 4.048*STEEL 14"R 032•:L TYR5/8• PLASTIC PLUG •28', O 3" SQ. ALUM. POST 3" S0. ALUM. POST" MAG POST WITH SIDE PLATES OD "u 0. ALUALLuy 3 SO. ALUM. POST ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H38 3 SQ. STEEL POST STM A500 GR 5 ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 6063-T6 %� 2.40"� /� 1 1.375" 75" 1.60' 1.5 ,090" TYR INSTALL 1)J' x 1)S* x X* MDG WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET 01, A lluy 1100 as * ~ No. C37948 ,n EXP. 0=1/!5 7/16.0 HOI FOR 3/8.6 ASTM GRADE 36 STEEL { INSTALL 1 • x' 1�• x }`' HDGx }`• HDGH WASHER PLATE AT ANCHORS 157: TYP- SE FOR • POST ONLY (12-1116.0 STEELT BRACKET T ALUM.ALLOY 6063-T6 "H" BRACKET G =3'SO.xt=.1B8• IK =3'SQ.xt=.250• =3-SQ.xt=.313• =4' xt--.250• = I. 3.0.OR 4.0' SQUARE STEEL POST ASTM ANO GRADE B 2 FLANGES 2 1/8' APART BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES I (11-7/16.0 HOLE & 2-3/8• HOLES TYP. EA. SIDE (4}SDS 25412 3 #14 SDS, 3 PER SIDE I � I � 3' x 8' ALUM. RAFT. BRACKET 3' x 8" ALUM. HEADER - 1 ' I HEADER BRACKET I7 DRAWN BY: EN. TOM CAMPBELL 8 ASSOCIATES, INC. lNE LOAD • A -M COVER SYSTEM AS FG. By. M By IAPMO ERI 0190 DATE:'1=112012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO COLUMN / 70, 20 330 pd I URALUM PRODUCTS, INC. r(ll8)4W-TMlI SCALE: NONE POST TYPES HORLL WIND • I ' 28Y AIPItI=AVE. SACRAMENTO. G 861528 REVISED BY: RANCHO CUC�IMONOA, G (961)741-2107 80, 100 3 110 MPH: FAX 403-1518 •Nem I -00m SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50,WALL FASTENERS —\ 060.1 1j1 SEE TABLE .�1 ._ .. I I I _ .25'R N ° � .281" o WALL fO vi FASTENERS ALUMALLOY SEE TABLE 6063-T6 1.75 O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WHERE ALLOWABLE A34 FRAMING ANGLE id SEE TA9LE PROJECTION EXCEEDS 16', EXIST. EAVES, RAFTER ADD A34 FRAMING ANGLE FASTENERS, SEE TABLE EA. SIDE OF RAFTER (2 PER OVERHANG RAFTER TO BLK'G) R.F. OR EXT. HANGER #14 SMS 0 EA CONTACT CHANNEL, 2X OR 3X WALL CONNECTION O RAFTER BRACKET. SEE TABLE A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX. ALUM. PANEL R-/ 3x ALUM. RAFTER 4 id EA_ AT EA CONTACT BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ• EXISTING EAV SEE TABLE BELOW OVERHANG A B B C D D E E F w #14 SMS 0 EA CONTACT (24' MAX.) WALL CONNECTION O EXISTING EAVE CONNECTION 914 t3 PANEL LOCKS OR 98 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) EA_ AT EA CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED .� CONTINUOUS ROOF PANEL (WHERE OCCURS) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALU6�TS Y A B B C D D E E F w #14 SMS 0 EA CONTACT 35 WALL FASTENERS WALL CONNECTION O 2.740' #14 SDS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WINO AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED 33' ® 8' O.C. 16' O.C. CELL AT FASTENER) OR CONC. WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 D4• T=.060' A B B C D D E E F w A B B C D D E E F 35 WALL FASTENERS A B B C D D E E F N DESCRIPTION OF LAG SCREW SEE NOTE BELOW SEE TABLE A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX. Zo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' 18'-1' C=SDS25412 AT EACH STUD, 16' O.C. MAX. O D=3/8"0 x 4' LAG SCREW AT EACH STUD <N 'E=3/8'0 x 1 118' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'-0' 'F=3/8"0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE SEE PAGE 33 FOR APPROVED ROOF PANEL ALU�s 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 A 11 27X8' FULL OR 2"x10'NOTCHED Y BRACKET 26'-0' 26'-0' I.R. HANGER OC ( L BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WINO AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F A DESCRIPTION OF LAG SCREW SEE NOTE BELOW 24' O.C.18, A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX. Zo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' 18'-1' C=SDS25412 AT EACH STUD, 16' O.C. MAX. NNa D=3/8"0 x 4' LAG SCREW AT EACH STUD <N 'E=3/8'0 x 1 118' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'-0' 'F=3/8"0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'4 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER D v 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2'x 4' FULL 24" O.C. 18' 19'-2" 15'-3' 12'-4' 24' 12'-8' 9'-10' A 2' x 6' NOTCHED 24' O.C.18, ATTACHMENTS 26'-0' 22'-2' 18'-1' 24' 18'-8' 14'-9' 11'-10' 2'x6' FULL OR0' 27X8' NOTCHED 24. O.C. 18, 26'-0' 26'-0' 26'4 24' 1 18'-8' L 22'-9' 18'-7' 27X8' FULL OR 2"x10'NOTCHED 24.O.C.18, BRACKET 26'-0' 26'-0' 26'-0' 24' 26'-0' 26 BELOW RAFTER W/ NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE 8 IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL - 3 psf (MIN) TO 8 psf (MAX) RLL = 20 330 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 3 30 psf 1 8' F- No.C3794 X�7CP. 03131/ 10N L.L =(2)#14 SMS EA. SIDE D v 0 �— 20W30#L.L.=(2)#14 SMS EA. SIDE u -BRACKET o -- 1 1/a• 2"x6 1/2' OR S MIN. 3' x B' ALUM. NOTE: PROVIDE WATER PROTECTION METALFLASH04G CAUCK JOINTS AND SLOPE j— TO DRAIN lRAI -TER TYPICAL BRACKET AT EVERY 2x 13/4' OR 1 1IY 1 ' I FOR SPAN SEE ALLOWABLE TOM CAMPBELL ASSOCIATES. INC. MANGER CHANNEL DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE IENGTM U1PM0 ERt 0165 DATE. 10012012 SCALE: NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL.ENGINEERING R W LEDGER 10.20 630 pd HORV-YANG . Z EACH 1/4'0 x 3.12• LAG SCREWS LL. -10 pd 2 EACH 7/16'0 x 3-12' LAG SCREWS LL -20 AND 30 pdx1 RANCHO CUCAMONGA. a (951) 741.2107 ATTACHMENTS J/4(T MIN. PENETRATION INTO EXLSTINGPAVERWOOD SHEET 9 OF 33 "lfrW.S. STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACINGNOTE: BRACKET SEE FOR ATTACHMENT NOTE: PLACE'SIKA MAY BE MOUNTED ® MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES. INC. MANGER CHANNEL LIVE LOAD PATIO . BY: DURALUM PRODUCTS, INC. U1PM0 ERt 0165 DATE. 10012012 SCALE: NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL.ENGINEERING AND T 10.20 630 pd HORV-YANG . 6269 ALPINE AVE, SACRAMENTO, CA 96626 REVISED BY: RANCHO CUCAMONGA. a (951) 741.2107 ATTACHMENTS 9o, 100 6110 MPH (915) 452-7021 FAX 403.1519 a�Aff"mn.tom SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ATTACHED ONLY FOOTING & ANCHOR BOLTS ALUM.'TIRACIW USE WITH ' ia I FOOTING SIZE POST TYPE B.C.D. OR E STEEL POST ONLY: 18, 18' SQ. 12' 'r BRACKET (� 3 -SQ. POST W/ I PO�TYYPPE FAN.JJOOR USE POST TYPE F, G. H. J OR K (3}6/B'0 BOLTS POR POST TYPE J �� (2W2 SMS EA BCCA K 3114" Y4• 3'SQ. POST SIDE OF POST OR �' POSTE 1�22T}y�'0n DR Ea.. 25'- 3G' CUBED 4 1/4' M.B. THROUGH KIMKBOLTS STEEL.'rBRACKET: 1Q DEPTH OF 1R 0 BOLTS 18'INSERT POST USE j2)JR•0 NIIT xwix FOOTING OR rCOND� AILL SER 4 5• x .188' (2}1/4'0 POWERS WEDGE- SEE NOTES BELOW BOl oR EOUAL 1r MIN. EMBD. I I ASTM A36 BOLTS+ OR EQUAL, EACH 2 X, EMBEoMENT DEPTH ••. I ! STEEL BRACKEIT TO SLAB. FOR KWIK BOLTS) I T.O.C. MINIMUM DISTANCE TO 34• '• I 32' EDGE OF SLAB - 4' OR TO CRACK - 10' d f w : �` w 5 ASTM A572 STEEL (1 W MIN. EMBEDMENT) 44' 69' SQ. .43- 3'•CUBE :''•' ;� H � DE TH y (1r2'0M.8.-� +�y�:. 3/10 SLAB'SHALL BE IN / • f POURED CONCRETE SEE NOTE LONG, 1' i��ti� W N FROM END 0 i GOOD CONDITION FOOTING OF POST t� : Z 3- SO. POST (STL.) 3 1/2' MIN. SFE�E SO�OTiNO _ ��-SQUARE, SEE FTG. OR FLUTED OR 4- SO. POST ISTL.) SCHEDULE QUARE-- CONCRETE SCHEDULE IN BEAM INSERT I IN BEAM SPAN TABLE T F INC � � SPAN TABLE PL.S/e'THK. 7 8 SQUARE POST EMBED. 9 EXISTING SLAB _ 3- SQ. POSTS TO CONC: FOOTING INTO FOOTING 1 Irl* B 1 1/2' ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE S0. 18' DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18, 18' SQ. 12' BOLTS 20' 21' SO. 12' 23.8 24' CUBED (2)-1/70 3114" Y4• 25' SO. 16" 25'- 3G' CUBED (4)-l/T0 31/4' 24' 28' SQ. 20' 26' 32' SO. 23" 31' - 34' CUBED (4)-S/0-0 4' 28' 35' SQ. 25' 35' - 39' CUBED (4}314'0 4 3/4' 30' 39' SQ. p$• 32' 43' SQ. 30' 40' - 4r CUBED (4),7/4'0 4 V4' 34• 47' SQ. 32' NOTES: BOLTS SWILL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 36' 51' SQ. 34" 38' 55' so. 3r 40' 60' SQ. 39' 42' 64' SQ. 41" 44' 69' SQ. .43- 3'•CUBE 'CUBEFOOTING W/ 4' SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED ALTERNATE FREESTANDING FOOTING WELDED STEEL BASE PLATE I NOTES: BASE PLATE SCHEDULE 1. DO NOT USE ALUM. T PLATE SRE MAYBE USED WITH POST TYPE, SEE SHT. 9 BRACKET WITH 3X8 BEAM 9' SO, x 5/8• B, C. D. F. G. 6 H rnsEAms. CBEAM, 4•oR I FREESTANDING! 3'-4' SQ x BASE PLATE ANCHOR 2. POST TYPE E INSTALLWASHERP LATE, BASE PLATE ANCHOR BOLTS (SIZE Q TYPE) rXX*X5)4'AT 20' OR LESS STEEL T BRACKET. (4)- 3/4.0 HILT] KWIK BOLT TZ STAINLESS 5'-0" SQ x 9'x9'x 5/8' STEEL PER I.C.C. ESR -1917 OREQUAL 3. POST TYPE F DO NOT USE STEEL T BRACKET Wrr I -BEAM. (4 3/4' EMBEDMENT DEPTH) ' ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C i EXB&C EXB&C 10' OR LESS 3'-4' SQ x 3'-6' SQ x 4'-0' SQ x 18' DEEP I I 18" DEEP 18" DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 18" DEEP 18" DEEP 18" DEEP C37948 DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. COLUMN LIVE LOAD - I PATIO COVER SYSTEM AS MFG. Y: UPMO ON 0195 DATE: IOCIMO12 SCALE: NONE COMMERCIAL AND RESIDENTUL STRUCTURAL ENGINEERING I SURFACE MOUNT 10, 20 6 30 pd HORQ- WIND " DURALUM PRODUCTS, INC. 28iALPINE AVE- SACRAMENTO. CA 06820 [918)462-11121 ' REVISED BY: RANCHO CUGAMONOA CA (061) 741.2107 AND EMBEDMENT OQ 100 8 110 MPH I FAX 4011518 pla®eumkffnoom SHEET 10 OF 33 2.00' 1 1.79' �(4 1c2.5r 2.19' n_� 2.08" .038• R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H38 A 6.5" ROLLFORMED HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP GUTTER EXT. CLIP � � 2' � 6.5• SPLICE WHERE OCCURS SPLICE WHERE WHERE SPLICE WHERE OCCURS BEAM TYPES OCCURS 8269 ALPINE AVE.. SACRAMENTO. CA 96(126 [915)462-7MI 070' TYP—IL REVISED BY: 4.8 l075, 4.6• FAX 403-1519 .a lss®ou SHEET 11 OF 33 TYP. 2.04• 2.04• oeb TYP. ow TYP. ~ALUM. ALLOY 3004-H36 OR EQUAL J 3. O .0000• z.r ALUM.ALLOY ALUM. ALLOY ALUM. ALLOY 6063-T6 O 6063-T6 C 6063 -TS 4.5" GUTTER MAG. GUTTER MAG BEAM I_ W-1 �5�• r SPLICE � � 2' � 6.5• SPLICE - WHERE 4. BEAM TYPES C37948 '� 024" 8269 ALPINE AVE.. SACRAMENTO. CA 96(126 [915)462-7MI 070' TYP—IL REVISED BY: RANCHO CUCAMONGA CA (951) 741.2197 OCCURS occuRs ALUM. ALLOY 8083-T6 O 4" I -BEAM .042• {" ALUM. ALLOY 3004+136 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT - 4' �5�• Y "�ci ��y� � � 2' � 6.5• LAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I BEAM TYPES C37948 '� 024" 8269 ALPINE AVE.. SACRAMENTO. CA 96(126 [915)462-7MI 1r� � f .032• REVISED BY: RANCHO CUCAMONGA CA (951) 741.2197 .D42" .110" FAX 403-1519 .a lss®ou SHEET 11 OF 33 TYP. ALUM. ALLOY ~ALUM. ALLOY 3004-H36 OR EQUAL 6063 -TS J 7" I -BEAM O 2 x 6 RAFTER MAX. 3' e M�AX.� 3' � 8. .042' .042' f-- ALUM. ALLOY 30014U6 ALUM. ALLOY 30044436 _T OR EQUAL _T OR EQUAL O DBL. 3 x 8 BEAM t�N DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. �I1.00� 14"R NP. 28' ASTM A653 GRADE 40 O 3" SQ. STEEL BEAM(E) MAX. -1 2' ' 8.5' .032' ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM j 25• 1 T-12OR14GA. 7.8 5' ASTM AM GRADE 50 --I ' 2.875' F 7 3x8BEAM O STEELINSERT 1j, 3.0• �-- .042• 8.0' i ALUM. ALLOY 300"M OR EQUAL O K 3x8BEAM 375' T • 0.125• 6.658' ALUM. ALLOY 608176 L_j.375' 1-1.75•-I 7" I -BEAM "C" O SPLICE / INSERT DRAWN BY: E.N. DATE: 10101/1012 TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD'PATIO 10, 20 8 30 pd COVER. DURALUM PRODUCTS, INC. LAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I BEAM TYPES HORZ WIND • 8269 ALPINE AVE.. SACRAMENTO. CA 96(126 [915)462-7MI REVISED BY: RANCHO CUCAMONGA CA (951) 741.2197 90, 100 8 110 MPH FAX 403-1519 .a lss®ou SHEET 11 OF 33 It 4414 x t/Y S.M.S. EACH SIDE OF 3' SQ. Post (9 -TOTAL ALTERNATE 1/4.0 BOLT W/ WASHER EA s1DE of r SQ. POST _-3 2-35* / 3• so. Post 44n4 x 1/2• S.M.S. EACH SIDE OF 3• SQ. POST bTOTAL) ALTERNA : 1/4'0 BOLT W1 WASHER EA. SIDE OF 3• SO. POST BEAM TO POST CONNECTION DETAILS x 8" x .042" BEAM, "SQ.STEEL OR IAG BEAM. @ 90 MPH - USE (4)-#14 SDS @ EA- SIDE TOP & BOTT. TOT.=16 ®100&110 MPH - USE (6)414 SDS @ EA SIDE TOP & BOTT. TOT.=24 "L" , . FASTENERS 1'-0" 4 - #14 SDS 2'-0' 6 - #14 SDS ' 3'-0' 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 1n' S.M.S. TOP a BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12'O.C. FASCIA 6 1n'x2'x•024 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE tqczl— OPTIONAL LATTICE TUBES 0 0 " GROUP ER 6 00 ALUM. BRACKET r 1' 'L' SEE TABLE 3" X 3' ALUM. OR rvv I etc 15 STEEL POST 0,5_5��(4AL �� RAFTER "TAIL" TO GUTTER 3.00' 31 SQ. POST OR DATE:1Q01/2012 .240 GUTTER FASCIA MAG BEAM 3' SQ. POST } BEAM TO Posy Q t� 3.125" FOR 3 x RAFTER 3'SQ. STL. BEAM 13 Z A RAFTER SCALE: NONE H - BRACKET TO POST x NORM WIND = as99 ALPINE AVE., SACRAMENTO, CA 85829 - No. C37948 P. Omix ALUM. ALLOY 3105-H25 REVISED BY: 1.50" 1.50" 1 1/2" t = .040" @ 6063-T6 .28" 2..... SHEET 13 OF 33 L 11n• SQ., r SQ., 1 •018" OR 2'x3' LATTICE #8 x 2'SMS, 2 1n' @ 3' O.C. MIN. OR 3 1n•, TYP. UP TO 6'0.C. MAX. - (4) - #14 x 3/4" TEK SCREWS . BRACKET TO RAFTER 1 1/2" SQ. OR 2" LATTICE TUBE 2 RAFTER �tn' MIN. 'j— O ALUM. ALLOY 3105-H25 c: .28" 3" 2"c O .iso (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM O17 1 18 "U" 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER BRACKET -RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - ATIO COVER SYSTEM AS MFG. BY: DATE:1Q01/2012 BEAM TO Posy 10.20 A 30 P� OURALUM PRODUCTS, INC. 1(910)452-7021 UPMO ERA 0196 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT NORM WIND = as99 ALPINE AVE., SACRAMENTO, CA 85829 - I REVISED BY: RANCHO CL'CAMONGA, CA (951) 741-2107 9o. 100 a 110 MPH FAX 40S151B Wa0dArxMm ewn SHEET 13 OF 33 SPLICE DETAILS SIMPLE SPLICE FULL MOMENT I 1 1 1 isms II M.S. II. #12 S.M.S. (e ror. TYP. THICKNESS =.035 (24 TOT TYP. THICKN�SS = .035' °j 8.38' � II. II + + + ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPUCE WHE OCCUR 6063 -TB ALLOY 4" I -BEAM I U I ILL= (6} i(Z-fO tlUL 1 J DETAILS 12 I ' I I LVE LOAD • (2)#10 S.M.S.® EA 1. 0" 0 2. 0' 0 0 O o NE _-- • O w — -- i i W i 10, 10 d 30 pef I jlE-===I I NOTCH 1 -BEAM FLANGE —161-11- 6' 1'3'-0" 3'-0* AS NEEDED TO CLEAR BEAM TO POST DETAILS 12 I ' I I LVE LOAD • (2)#10 S.M.S.® EA 16" 1' VALLEY, TYP. NE _-- • O w — -- i i W i 10, 10 d 30 pef I jlE-===I I NOTCH 1 -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (8061-T8) ALTERNATE SOL POST,CONNECTjWEB STL. C -BEAM TO POST W/ (2) - 5/8.0 SQ. POST THRU-BOLTS " 4.1$EAM, AND (3) - 5/8' 0 THRU BOLTS �NAt FN r )-SEAMS ` Y C �� BEAM TO POST CONN. _1 _r, No. C37948 y 313 1) ' r ROOF PANEL MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 4' --( sPUCE WHERE OCCURS 1t• TYP. ALUM.ALLOY W63 -TB 7" I -BEAM MOMENTCSPUCE AT T 1 -BEAM: ADD 'C- SPLICE X j13' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO I.BEAM W/ 8414 TEKjSCREWS EQUALLY SPACED - V FROM ENDS. POST, SEE SCHEDULE t I 912 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ Ir D.C. MAX. STAGGER IN BEAM FLANGE I I I 4•x3' ALUM. '1' SM. OR — rk4• ALUM. 7' SM. (4)-1/4'0 M.B. BEAM TO BRACKET I 2- 3/8'0 M.B. THRU STL. Ti BRACKET TO POST. I ALTERNATE BEAM TO POST CONN. 1 DRAWN BY: E.N.TOM 1. 5" O e 4.5" Ll O O O O LVE LOAD • PA ER SYSTEM AS MFG. BY: 16" 1' MOMENTCSPUCE AT T 1 -BEAM: ADD 'C- SPLICE X j13' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO I.BEAM W/ 8414 TEKjSCREWS EQUALLY SPACED - V FROM ENDS. POST, SEE SCHEDULE t I 912 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ Ir D.C. MAX. STAGGER IN BEAM FLANGE I I I 4•x3' ALUM. '1' SM. OR — rk4• ALUM. 7' SM. (4)-1/4'0 M.B. BEAM TO BRACKET I 2- 3/8'0 M.B. THRU STL. Ti BRACKET TO POST. I ALTERNATE BEAM TO POST CONN. 1 DRAWN BY: E.N.TOM CAMPBELL d ASSOCIATES, INC. LVE LOAD • PA ER SYSTEM AS MFG. BY: UPMO E77!01% DATE: 160112012 IREMEDBY. COMMERCIALAND RESIDENTIAL RUCTURALA ENGINEERING BEAM SPLICE NLS 10, 10 d 30 pef I DURALUM PRODUCTS, INC. SOME: NONE 41 RANCHO CUGMONfLI G (8611 711-2 1 07 CUCAMONGAB (251)741-2107 HORIZ W WD • � %. 100 8 110 MPH: B26B ALPINE AVE., SACRAMENTO, G 86629 (816) 462-7021 FAX 403.1618 tim.aolrl SHEET 12 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION BEAM SPLICE TO OCCUR DIRECTLY OVER 5/6' 0 PLASTIC ' POST. NOT PERMITTED' PLUG WHERE I 1 1n' OR 2•LArnCE #8 S.M.S. NAL6 SCREWS @ 2-POSTUNITS SCREW IS INSIDE i ALTERNATE 1n' DOUBLE RAFTE �Ci�s\ Y i.`fi�C� PER SIDE I 5• #14 SMS MAY BOLT CONNECTIO PLAN 2 ALTERNATE: \ ��1 y i BE USE AS ! ao �� 0 m �� 3.5' 3.5' ALTERNATE TO RAFTER I ( 1/4"0 BOLTS { CONNECT. 2 3.5 3.5' ~ No C-37948* I 5" 6" BEAM i .03131/1 OR a 4.s• r SEE NOTES 01 �. BELOW ,I I i 6 1/2' SIDEPLATE EA. I SIDE SEE POST SCHED. 3'x 3'STL.POST (24' ° ALTERNATE: 14 SMS EA. SIDE INSERT ATTACHED OR TOP, MID HEIGHT 3'x 31 STL.POST COLUMN (2}2x8.5' OR AND BOTTOM. 3 -Su. POST BETWEEN SIDE PLATES (2y3 -x8 -HEADER ' FOR FREESTANDING (2}1n•80Lr BEAM TO POST CONNECTION 21 2'x 8.5' SIDEPLATE ! POST SCHEDULE I 3" SQ. x.032* + (2}2" x 61/2" x .024" 4 3' SQ. x .032" + (2)-2" x 6 1/2" x 032" DBL. RAFTER / DBL. HEADER CONN. 19 DW/ -(6W4 S.M.S. EACH SIDE. W/ (8)-#14 S.M.S. EACH SIDE. j USE ON CONC. SLAB ONLY I USE ON CONC. SLAB OR FOOTING. S.M.S. EACH SIDE E.N. TOM CAMPBELL 8 ASSOCIATES. INC. L� L�• F*8LATTICE 1 1/2' OR 2" EXISTING 2ke)4�•024' Si2.5"PENE. DBL: 3'XB'X.042BEAM r CCIIMERCNL ANO RE&OEH7IAL 9TRUCTIIRAL ENGINEFAOiGCONNECTIONS LATTICE 10,70630pd - ALUMINUM MEMBER W OR DBL. 2'X6.5'X.032' BEAM NONE WOOD FILL OR2 HORQ. WIND • 6219 ALPINE AVE, SACRAMENTO. CA 96629EVISED W NOMINAL LEDGER SV: RANCHO CUCAMONOA CA (961) 741-2107 90, 100 a 110 MPH (916) 452.7M1 FAX 403- ..b.®dur.wm.oam (NEW OR EXISTING)2"x8.5" OR 3',S' RAFTERALTERNATE: 1/2'BOLT ALTERNATE: (2) SIMPSON SDS22} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION I 5/8'0 ACCESS HOLES (4 -TOTAL) INSTALL 6 - #14 XLONG SDS ALTERNATE: 3' SO. POSTHEADER TO COLUMN (2} 2x6.5' OR (2}3'x8' HEADER EXISTING STUCCO OR EQUAL (12 FASTENERS PER ALTERNATE:1' CONNECTION) 3'x3"x0.024' (1) -1/2' BOLT OR INTO EACH WOOD STUD CONNECTOR (2} #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER DOUBLE HEADER TO STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 COLUMN DETAIL '23 E.N. TOM CAMPBELL 8 ASSOCIATES. INC. L� L�• PATIO COVER SYSTEM AS :jUPMO ERA OILS [DrATE.WNSY: t0AV1012 CCIIMERCNL ANO RE&OEH7IAL 9TRUCTIIRAL ENGINEFAOiGCONNECTIONS LATTICE 10,70630pd - DURALUM PRODUCTS, INCCALE NONE HORQ. WIND • 6219 ALPINE AVE, SACRAMENTO. CA 96629EVISED SV: RANCHO CUCAMONOA CA (961) 741-2107 90, 100 a 110 MPH (916) 452.7M1 FAX 403- ..b.®dur.wm.oam SHEET 14OF 33 1 4 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE. SHEET 8 FOR POST TYPES ,ANAL - \RAY cq R,, m �. C37948 2"X6.5"X0.024" SIDE PLATES POST Q 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 3 3 3 4 4 ' 4 8' 3 4 3 4 4 5 9' 3 4 4 5 4 6 10' 3 4 4 5 5 6 11' 4 5 4 6 5 7 12' 4 5 5 6 6 7 F' 4 71 5 5 7 6 8 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE. SHEET 8 FOR POST TYPES ,ANAL - \RAY cq R,, m �. C37948 Lo � 2"X6.5"X0.032" SIDE PLATES POST 0 90 MPH' 100 MPH 110 MPH EXP. B I EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 2 6' 2 2 2 2 2 3 7' 2 2 1 2 3 1 2 3 8' 2 2 2 3 3 3 9' 2 3 3 3 3 4 10' 2 3 3 3 3 4 11' 3 3 3 4 4 4 12' 3 3 3 4 4 5 13' 3 4 3 4 4 1 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE. SHEET 8 FOR POST TYPES ,ANAL - \RAY cq R,, m �. C37948 DRAWN BY: E.N. DATE taotrmu TOM CAMPBELL & ASSOCIATES, INC. MINIMUM LIVE LOAD = 10, 20 6 w pN COVERWnO SYSTEM AS DURALUM PRODUCTS, INC. IAPMO EtL10185 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REQUIRED COLUMNS HORQ. WIND em ALPINE AVE., SACRAMENTO, CA 95M REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 90. 1006 110 MPH (Ste) 452-m21 FAx 4o31st9 .cam SHEET 15 OF 33