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BPAT2017-000278-495 CALLS TAMPICO 4 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPAT2017-0002 Owner: Property Address: 79350 COOL REFLECTION RICHARD JACKSON APN: 600410009 Application Description: JACKSON / PATIO COVER AT FRONT YARD 92253 Property Zoning: Application Valuation: $1,710.00 Applicant: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 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: B License No.: 770843 Date: Contractor: 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).: (_J 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.). ( ) 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contactor: LIFETIME PATIOS P 0 BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Llc. No.: 770843 7 LLJ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of ;he following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 :)f the Labor Code, for the performance of the wor r which this permit is issued. I have and will maintain workers' conpensation 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: MID-CENTURY INSURANCE COMPANY Policy Number: A09461819 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that. if I should become subject to the workers' compensation provisions of Section 3770 of the Labor Code, I shall forthwith comply with those provisions: Date: 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 N SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWILEDGEMENT IMPORTANT: Application is hereby made to theBuilding'Official 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 stare that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatves of this city to enter upon the above-mentio ed roperty for inspection purposes. Date: Signature (Applicant ar Agent): C:) N Z F— � M g a z O W U C] Z Z C7 W Q WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of ;he following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 :)f the Labor Code, for the performance of the wor r which this permit is issued. I have and will maintain workers' conpensation 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: MID-CENTURY INSURANCE COMPANY Policy Number: A09461819 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that. if I should become subject to the workers' compensation provisions of Section 3770 of the Labor Code, I shall forthwith comply with those provisions: Date: 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 N SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWILEDGEMENT IMPORTANT: Application is hereby made to theBuilding'Official 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 stare that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatves of this city to enter upon the above-mentio ed roperty for inspection purposes. Date: Signature (Applicant ar Agent): s Date: 1/13/2017 Application Number: BPAT2017-0002 Owner: Property Address: 79350 COOL REFLECTION RICHARD JACKSON APN: 600410009 Application Description: JACKSON / PATIO COVER AT FRONT YARD 92253 Property Zoning: Application Valuation: .$1,710.00 Applicant: Contractor: LIFETIME PATIOS LIFETIME PATIOS P 0 BOX 5806 P 0 BOX 5806 LA QUINTA, CA 92248 LA QUINTA, CA 9248 (760)772-0013 --------------- ------------------------------------ Llc. No.: 770843 --------------- --- ---�-- ------------ --- - - - Detail: 190SF TRELLIS PATIO COVER AT FRONT YARD [DURALUM) THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. s FINANCIAL INFORMATION DESCRIPTION ACCOUNT . QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT aTY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $101.84 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $100.32 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $202:16 DESCRIPTION. ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000.20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 # Cit} Of La QUlhta Bui(dtng a Safety Division P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 ­(760) 777-7012 CLBuilding Permit Application and Tracking Sheet Permit # �'JZb 11 Project address: 79350 Cool Reflection Owner's Name:. Richard and Bonni Jackson. A. P. Number. Address: . 79350 Cool Refleeton Legal Description: Contractor. Lifetime Patios City, ST, Zip: La Quinta, CA, 92253 Telephone: 760 289 0986 .'a '°.. Address: PO Box-5806 Project Description: City, ST, Zip: La Quinta, CA, 92253 Solid Weatherwood-Aluminu-n Attached Telephone: 760 777 2650 ' ?; W? H Y State Lic. #: B 770843 City Lie'. C. 3258, Shade Structure. Approx 190 sq. ft Arch., Engr., Designer. Address: City., ST, Zip: Telephone: State Lic. #:, �' `: . `'� , 4 Construction Type: _ Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: 190#Stories: #Units: Name of Contact Person: Charles Tunstead Telephone # of Contact Person: . 760 668 1700 Estimated Value of Project $1710.00 APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Recd TRACMG TERMff FEES Plan Sets Plan Cheek submitted J Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss C21cs. Called Contact Person Plan Check Saiance Tide 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted. • Mechanical Grading plan 2'! Review, ready for correctiouslissue Electrical Subcoutactor 1.6t Called Contact PersonPlumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 1i° Review,' ready for correcdonsAssae Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees ` �-- Nor y Properly Line r a , Richard and Bonnie Jackson 79350 Cool Reflection La Quinta, 92253 760 289 0986 Pi r . j 3.5" PUErL y Proposed Attached Weath_ n _ erwood Solid Shade Str GW; Rosewood color _I 5.5' 25.5': n Sloping root. ' Driveway '. CITY OF LA. QUINTA .. 13UP—DING & SAFETY DEPT. APPROVED FUR CONST CTION • •_ �� G r f*1 to _ 1 %8/17 Job name : Jackson 79350 Cool Reflection La Quinta, .92253 760 289 0986 Gate code :#57.63' Attached 8 "Flat Pan Rosewood Color Max Post spacing 11' ie �r slradcc�:at� s a w aa. aaia Typical 3' x 8' . Header Beam 77t - to wal connection j .l 3 Stucco Wall 11.5. 2.5` 371 .5' Stucco wan 3" x 8" Header Beam - Miter.2 4' dc l • 25.5' lie 11' Post 13.5` Post 1 spacing maximum i spacing maximum '.-,;TyOF LA QUINTA rO VED PT OR R CONSTRUCT IC -N "ATE --- 'A 0 0 E F 0 H J J - V CVS EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS i CD lU N N O NOTE: WHERE COVER CONSTRUCTION INCLUDES OESWH (E)IYALL COVER -� L10'STEEL NOTES BRACKET CAN BE W 0) M A34 FRAMING ANGLE OETAiLAOR 0, SITE-SPECIFIC ENGINEERING IS IAA09 OPONNO PftOJECTON g" ° 1140 HOLE6.ttP. LOCATED ANYWHERE ON EAVE. (� ~ Q C/) SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 -1107E: FRONDE WATER CS 10.20psM +B' +IB FASTENERS, SEE TABLET STUD WALL FRAMING WHERE ONE OR MAORE OF TME 0 ttP. BRACKET PROTECnON,LIETAL FLASHING FOLLOWING CONDITIONS OCCUR: 30,40a'ApM >8' +Id' AT EVERY 2. CAUCNA)INTS AND SLOPE R.F. OR EXT. HANGER B ° ° ° TO DRAW (OPTIONAL) - ,, � W CHANNEL, 2X OR 3LL X _ EXISTING EAVE ALLOWABLE PROJ. TO BEAM ` RAFTER BRACKET - LEDGER OR WALL HANGER "'l OVERHANG 6EE TABLE 1 • V J p i W)TN'FASTENERS -^ 11/4° (24-M La OPTI LG00ER • - Q O • ` _ PER TABLES 3 d 0 _ (� °l 2x CWOODONCRETE STUD L (•07 a ALUM. PANEL AFTER FJUST.RATROO AT (1R14x31(."W. N M 3x ALUM. RAFTER I 2d'O.C. AT ROOF �1" CONCRETE WALL METER O (n O EXIST. FASCIA BOARD OVERHANG ® M 2X FULL DEPTH ALLOWABLE PROI. EXISTING EAVI_ W000 SCAB. T T06EAIA OVERMAN G ' I WHEREOCCURB. I° N� NOTE. PLACE 'SIKH FLEX' OR SIMILAR SEE TABLE 1 (24'MAXJ 11y11 SEE TABLE2 MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MY BE .COM. SHINGLE ROOFING TO PROVIDE 14OUNTEDBELOWRAFTER SEAL 'M SAME CONNECTIONS. r�S1 ° EAVE CONNECTION WALL CONNECTION! L EXISTING ROOF DVERHAN4 DESIGN LOAUS B NOTE WALL LEDGER 16 NOMINAL LUMBER SIZE Tx8'(ATTx18j' G. ALTERNATE EAVE CONNECTION , �K ' PDL " 3 psi (MIN) TO 0 psF (MAXI RLL " 20. 25, N.INIMVM MFTER6). NOMINAL S'x8'(AT 3—MINIMUM RAFTERS) NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 3 30.E 4" IxGORGRER ALLOVABLE OF1m INF. STRc ii is OR KILN -DRY WDODFILLED 2-.6;t,- OR 3'18• ALUMINUM SECTIONS. - - YATH A 10 PH MAXIMUM DESIGN LOAD. TABLE 1 TABLE 2 TABLE 4 a b ANCHORS INSTALLED, TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS EXISTING MAXIMUM PROJECTION (A) - SIMPSDN A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE FRAMING MEMBER COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMP.SON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS LUSL OVERHANG 110, B 110, Cl120, B 120, C 130, B 130, C DEPTH WORD SCAB - FULL LENGTH OF RAFTER TAIL 10 • 0 SIMPSDN STRONG -HALT 2 S AT de• D.C. (A,b) 2" x 4" FULL 26'-0' 26'-0" 26'-0" 25'-2" 25'•4" 20'-7" 10 PSF L.L. 20 PSF LL. 25 PSF S.L. 30 PSF S.L. � • 40 PSF S.L. 50 PSF S.L. 2"x6"NOTCHED 26'-0" 26'•D" 26'-0" 25'-7" 25'-4" 21'-2" t%g 50 g F� WIND SPEED (EXP. 0 8 C) WIND SPEED (EXP. 8 8 C) WIND SPEED (EXP. 8 8 C) WIND SPEED (EXP. B B C) WIND SPEED (EXP. B B C) WIND SPEED (EXP. B B C) 20 �'S AT /B'S O.C. STRONG -BOLT G -BOLT 2 10 2"x6 FULL OR 26'-0" 26'-0" 26'-0" -11-OT-120 2"xB NOTCHED 28' 0" 26'-0" 26'•0" 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"xB" FULL OR 2G'-0" - 26'-0" 26'-0" 26'-0•' 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A1 (A) (A) (A) (A) (A) (A) (A) (A) - 25 y� 0 SIMPSON STRONG -BOLT 2 2"x10" NOTCHED 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) W) (A) (A) (A) (A) (B) (B) (e) 4S AT 4B• O.C. (A,b) 2" x 4" FULL 26,-0" 26'-0" 26'-0" 26'-2" 26,-0" 20,-0, 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30. 15' 0 SIMPSDN STRONG -BOLT 2 Z"x6"NOTCHED 26'-0" 26'-0" 26'•0" 26'•0" 6'-0" 26'-0" 20 8' (A) (A) (A) (A) (A) (AI (A) (A) (A) (A) (A) (A) (B) (B) (8) (B) (B) (B) SS AT 36. O.C. (n.b) 2'X6'• FULL OR ✓ 2"x8" NOTCjiEd> p6'-0" 28'-0" 26'-0 28'-0 6'-0" 26'-0" 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (8) 40 40 y o SI7(PSON STRONG -BOLT 2 E AT.36. O.C. (s,b) 2'X8"FULL )R - r'-' s,� 2"x10"NOT H 26'•0".,26'•0" 26:•0E� 2�6'-0 6'-0" 26'-0" 10' (A) (A) (A) (A) (A) .(A) (A) (A) (A) (B) (8) (B) (B) (B) (B) (B) (B) (e) 2"x4"FUL 26'-0";-26'•0':.326;,0" 25.2' S'-0" 20'•7" 11 dA) (A) (A) (A) (A) (A) (B) (8) (B) (B) (8) (B) 18) (B) (B) (B) (B) (8) 50 g o Su+PSGN STRONG -BOLT 2 2"x6"NOT H D 26'-0" j26'-0'�.-26': ' 26'-0'1 6'•0" 26'-0" 12' (A) lA) (A) lA) (A) (A) (B) (B) (B) (6) (8) (8) '(Bl (B) (B) (B) (B) (a) ff5 AT 24. O.C. (A,b) 25 2"x6" FULL 26'-0" ^26'-0�- �26'-6 26'-0 6'-0" 26•-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER 2"x8" NOT ( .2 : -- AND ROOF PANEL RAIL TO FASCIA 2"x8" FULL '�y X i2 !,AA�( 26'-0'! 8'-'0 �B 6'-0" 26'•0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: 2'X10" NOT H D �26'•D°J ? Q. EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND 2"x4" FUL 16'-0" - W -0I " 6'_ j ' 6'-0" 16'-0" CC) - (2) Y• DIAMETER LAG SCEWS - 2"x6"NOT H 10'-10 T7 -'•i0" Icr $2" '.3'• - (1) - W DIAMETER LAG SCREW (E) - �' DIAMETER LAG SCREW - - INSTALL IN ACCORDANCE 30- 2"z6" FULL R 2"x8" NOT � 26'-0' 8.0" 8. ' 6'-0" 26'-0" - WITH ESR -3037 ' �€ 10 PSF L.L. 20 PSF L.L. 25 PSF�S.L. 30 PSF S.L. - 40 PSF S.L. 50 PSF S.L. 2"X8" FULL 26'-o syn 26 -0' '@ 6'-0" 26'•0" b, USE 3' SO.xi'i STAINLESS STEEL WASHER WHEN 5o m � WINDSPEED (EXP. B B C) WIND SPEED (EXP. 8 & C) WIND SPEED . (EXP. 8 8 C) WIND SPEED (EXP. B 6 C) WIND SPEED - (EXP. B a C) WIND SPEED (EXP. B B C) 2"x10"NO H D INSTALLING NEW WOOD 2" x 4° FUL 11'-7 1 - i' - 1'-7" 11'-7•' LEDGER AGAINST WOOD NG 110 120 130 110 120 930 110 120 130 110 120 130 110 120 1'30 itU 12U 130 2"x6"NO H O 15'-6' St 5' " 5'-e" 15'•6" CONCRETE WALL. 40 2"x6" FULL '0 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c, WHERE ROOF PANEL RAIL 2"x8" NOT 19'•6' 8' 19 9'-0" 19'•6" 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (0) (D) (D) (D) ❑CCURS, USE i/2' DIAMETER 2"x8'FULL 2s' 26 -0' 26 -0^ z6' T (c) (c) LAG SCREW IN LIEU OF (2) 2°x10"NO H DYa' 0 -PIs' -o° 8' (cl (C) - (C) (C) (c) lc) (c) (C) (C) (C) (C1 lc) (c) (D) (D) (D) l0-) (D) (D) (0) (D) (D) (D) (D)' l0-) (D) (D) (D) (D) (D) (p) (E) (E) (E) DIAMETER LAG SCREWS. .. . 2" x 4" FUL 8'•11" 8'•11" 8'-� 1„ ••11" 8'-11'. 2" x 6" NOT H D 12'-1" 12.1„ 12'-1" 12,•1„ 2'•1" 12'-1„ 9' (C) (C) (C) (C) (C) (C) (0) (D) (DJ (D) (0) (D) _ (D) (D) (0) (E) (E) (E) 50- 2'X6" FULL 2"z0" NOTCHED _ 5'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (0) (D) (E) (E) (E) (E) (E) (E) 2'X8" FULL OR 11' (C) m(c)(C) (C) (C) (C) (D)(D) (D)(D) (D) (D) (E) (E)(E))2'X10"NOTCHED 20-9„ 20,-8., 20'-9" 20'•0" 20'-9•' 20'-9" 12' (C) (0) .(D) I (D) I (D) (D) (D) (D) (0) (0) (E) I (E) (E) I (E) (E) (E) C DURALUM IAPMO 0195 4SRFLJws 10-1011 0>TE uncle 0 MBY AT O EX_0 Cu EXISTING EAVE CONNECTION DETAILS SH - 8.. " HANGER CHANNELS AND MOUNTING BRACKETS STENERS, T=,060' TYP. 7411,E TABLE 3, SHEET 4 FASTENERS, 300• '0 8 SEE TABIE39HEETB T43 ALUM. 3004-H36 1 5 • t= 0.04" Zq .080' — .25'R .07 .05' 0 ^ FASTENERS, .0102DO�. SEE SHEET 4 t D or y"6-2 CONTINUUUSA•RAIFASTENERS Roov vANEL (WHERE OCCURS) N SEE TABL O A ' " SHEET8 y 3 SEE TABLE 3FASTENER Q ALUMALLOY FASTENERS. .1-ggSEE TABLE 3, SHEET 4 x.75^ SEE SHEET 4 6063 -Te ALU063-TO 8083.70 - ALUMgLLOV 8083 -TB 'ALUM. ALLOY 6063-76 i ROLL O OHANGERED O EXTRUDED HANGER / CONNECTION O I.R. HANGER "H" BRACKET NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. ion LL=(2)914 EMS EA. SIDE (3) Y2"0 LAG SCREWS 1 1/2" 200,250,300 LL.- 3)914 SMS Ek SIDE BEAM SPLICE TO z 814 SDS, 409,509 LL=(4)9(14 SMS E0. SIDE _ ,)BEAM R DIRECTLY OVER POST. NOT PERMITTED 5W 0 PLASTIC PLUGWHERE 3 PER SIDE I 2 -POST UNITS SCREW IS INSIDE ,S OR 1 1/2' 13/4" _j - 5" #14 SMS MAY 2"x61/2"OR BEUSEAS TO S"MIN. 3"xB"ALUM. 5" 3.5ALTERNATE 1/4"0 BOLTS RAFTER 5" 3/4_OR 1 1l2". •_ 8" BEAM INOTES "x8" ALUM. _ — _ U HEADER -BRACKET EXISTING WOOD STUD FRAMING , t 3' ALUM. _ -"T" y(E) STUCCO I 6 1/2"SIDEPLATE EA. SIDE SEE POST SCHED. 2 1i" (E) STUCCO EACH ItVOz 3.1/2" LAO SCREWS Ll,i(l pel1TER a .. _ EACH 12"0 x 7412" lAG SCREWS LL =20,25eM 30 vel 50 014PENETRATION RACKET '� A EACH 5/8"0. 34/2" HAG SCREWS LL.=40 nM Pel "MIN. PENETRATION INTO F�(ISTING WOOD STUD) TO AND BOTTOM. WSO. POST BETWEEN SIDE PLATE$ NOTE: LENGTH OF LAG SCE SHALL P�OVIDE !: THREADED PORTION OF S K COMPLETE P"` .. O : UBE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 PENETRATION INTO EXISTI CORNER GTUD i. a '-. s`� EDS EXISTING STUDSPACING. SEETABLE 3 SHEET 6. ..d HEADER BRACE 2 U ; Rei ER TO STUD WALL CONNECTION U3 BEAM TO POST CONNECTION 8 U. 1 1/2' OR YLATTICE A 3.Im. 1 08 S.M.S. EACH SIDE ALUMINUM MEMBER WITH EXISTING DBL. 3'.8'x0.042 DEAN ALTERNATE I/2' DOU E BOLTCONNECTIO P LATTICEIIR" OR 2' WOOD FILL OR SHEATHING NOMINAL LEDGER OR DBL. 2'x6.5.00032'/0.042' ALTER TE: (NEW OR EXISTING) != SEENOTE. DETAIL B. BEAM RAFTET C CONN jj ..fid 2'X8.5"OR 3"z8'RAFTER •3 7• SHEET 'GSa to I o 0 �B�Ol�i ALTERNATE: 1/Y BOLT fn v rr e.s•0 � ALTERNATE: GABTNERS. SEE TABLE 7, � SHEETS 5/B' 0 ACCESS (2)-014 S.M.S. EACH RAFTER HOLES 1• TO COLUMN CONNECTION INSTALL 6 - 01I 3•x 3"STL.POST(24-) ALTERNATE: • (4 -TOTAL) �' x fie' 3' S0. POST LONG SDS 2 EACH INSERT ATTACHED OR (2)•228.5.OR - ALTERNATE: EXISTING - HEADER TO 3•z TSTLPOST COLUMN - FOR FREESTANDING (2)-2x6.5'OR(2)-3NWHEADER STUCCO OR EQUAL COLUMN ()2 FASTENERS (2}112.8OLT ALTERNATE 3".3'X0.024• (1) - 12' BOLT OR 2.5' PENS. INTO EACH WOOD STUD PER 2"28.5' SIDEPLATE B CONNECTOR (2)- 414 S.M.S. EACH RAFTER CONNECTION) DBL. RAFTER /DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST. ATTACHMENOT DETAILER O DOOBUMN DETAIL O O