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12-0610 (PAT),A . P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 12-00000610 r ` Property Address: 47835 ENDLESS SKY APN: 649-030-069-125 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 2128 ceii�v4-4Q" Applicant: Architect or Engineer: 400*b 1 0x BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION -1 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 Professionals Code, and my License is in full force and effect. License Class: B License No.: 770843 Date: L�Acontractor. 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 _ 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 doesnot 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. ' , 8.&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 Owner: KINKADE RESIDENCE 47835 ENDLESS SKY LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/01/12 Contractor: �-►� LIFETIME PATIOS PO BOX 5806 J11 LA QUINTA, CA 92248 it 2�9 (760)772-0001 C CITyO�� LiC. No.,:' 770843 fiU!!n i;i QWNrq—J ----------------------------------------------- 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 MARKEL INS Policy Number MWC002486201 _ 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 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:A Applicant: WARNI'E TO SECURE ' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PEN IES 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 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 representatives of this countAone,. r upon the above-mentioned property for inspection purposes. Date:ignature (Applicant or Agent): 9- r LQPERMIT Application Number . . . . . 12-00000.610 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2128 Expiration Date 11/28/12 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 -------------------------- Special Notes and ------------------- Comments ------------------------------- WEATHERWOOD SHADE STRUCTURE OPEN LATTICE 160 S.F. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee.summary Charged ---------- Paid Credited -------------------- Due ----------------- Permit Fee Total ---------- 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 00 35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Total. 90.10 .00 .00 90.10 s.A-.cwa���a^T��e-.•-.-'i!^�s+:^_+�r..^.�'•^.�•*+r'or��.-r...�-. _..�. �.. �. -i Zr�'�•_... _ ._... _... - , f h4 Alt25 RAFTER SEE TABLE .FOR SIZE AND SPACING MAX PROD. SEE SCHEDULE MAX. O.H. O. ?5& 25% OF SPAN O,c �rsA R tr LENGTH OF STRUCTURE VARIES * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2" SIDE PLATES. OPEN LATTICE TYPES �I7yy LI,O�: THIS OPEN LATTICE -TYPE STRUCTURE SMEE BONEDPRNLULE / QBV�D�G MAY NST BE COVERED. RAFTER SEE TABLE FOR SIZE AND SPACING / POST WITH SIDE PLATES SEE DETAIL I- 3 3 1/2' SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAY BE used WHERE CHANGEABLE WITH ANY OTHER SFF r PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. TAB, _ r SEE SCHEDULE �F FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE OTEr OPEN LATTICE -TYPE PATIO COVER N: THIS OPEN LATTICE -TYPE STRUCTURE r// I SCALE:NTS.- - . MAYBE COVERED.. -_T TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU R RAFTERbSEE TABLE F R SIZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPE TT CE TY NOTE: THIS OPEN LATTICE -TYPE MAY POT BE COVERED. 3 12' SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE N LA I - PE PATIO COVER -t• - FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES 3�c T SEE DETAIL EACH COMPONENT IS INTER- 312- SLAB ATTACHMENT LE WITH ANY OTHER S T ' MAY BE USED WHERE T p PERMITTED. UNLESS OTHERWISE SHOWN. 1B� SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE PE "F" ATTACHED MULTISPAN TTICE STRUCTURE 8 T,. jjj NOTE: THIS OPEN STRUCTURE y, MAY NOT BEE COVERED. Z3 MAX PRCU. SEE SCHEDULE /J1 MAX. O.H. 5% OF SP, N LENGTH OF STRUCTURE VARIES 3 12' SLAB NOTE: EACH COMPONENT IS INTER- 0qq U� MAY BE USED TO CONSTRAIN , CHANGEABLE WITH ANY OTHER sFFr °q SCHEDULE EE COMPONTENT UNLESS OTHERWISE SHOWN. �� FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 4262011 OPEN LATTICE 10, 20 8 30 pal DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND = 9239 ALPINE AVE., SACRAMENTO, CA 95823 REVISED BY: RANCHO CUCAMONGA, CA (951)741.2107 90,1008110 MPH (919)452-7021 FAX403.1519 sWesQdumkmcom SHEET 3 O 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C •25" 67„ T=SEE TABLE BELOW 435-tiit� 40" �7 40" 2.46" 1.70" .4q' .40 25" .35" t 1.48 4.50" 4.50" 4.50 A nn-• ALUM. ALLOY 3004-1-136 OR EQUAL 24" TRI -"V- PAN (SEE NOTE 1 BELOW) L.L = (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.0 .018 11'-9" 10'-8" 11'-9" 9'-7" 101-8" 8'-8- 10 .024 13'-9' 12'-7" 13'-9" 11'-3" 12'-6" 10'-3" .032 032 15'-1" 14'-8" 15'-1" 13'-0" 14'-5" 11'-9" 20'-11" .018 9'-8" 9 �^ g'�" 9'-7" 9'-8" 8 20 .024 11'-6" 11'-6" 11'-6" 11'-3" 11'-8" I 10'-3" 12'-10" .032 13'-4' 13'-4" 13'-4' 13'-0" 13'-4" 11'-9" 15'-5" .018 8'-5" 81-5^ 81-5" 815" 8'-5" 81-5" 30 .024 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-4" .032 11'-7" 11'-7" 11'-7" 11'-7' 11'-7' 11'-7" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. nLVlr1. WEEN . JV VY-1"1Jp VR CV VML 12" x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.L = (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 14'-3" 14'-3" 14'-3" 14'-2" 14'-3" 12'-10" .024 15'-7' 15'-7" 15'-7' 15'-7" 15'-7" 14'-1" .032 18'-8" 18'-8" 18'-8" 181-8" 181-8" 17'-3' .040 20'-11" 20'-11" 20'-11' 20'-11" 20'-11" 19'-9" 20 .020 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" .024 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" .032 15'-5" 15'-5" 15'-5" 15'-5" 15'-5" 15'-5" 040 17'-3' 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 30 020 10'-4" 10'-4" 10'-4" 10'-4" 10'-4' 10'-4" .024 11'-2' 11'-2' 11'-2" 11'-2" 11'-2" 11'-2" .032 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" ,040 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: o12 1 19.29 a 30 pst DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING PANEL SPANS HORIZ. WIND " 8269 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 70. 90 & 110 MPH (916)452-7021 FAX 4031519 seles@OureMnwrtl SHEET 4 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH -� 2- 6.5' OFESSi 3' —6.5• r- ,reg �MAX. 2' �- .024' i.oaz0 ALUM. ALLOY 3004-443 4D. 3'3 OR EQUAL /F T ALUM. ALLOY 3004-H36 } �C SEE NOTE BELOW _., 1 � OR EQUAL 0 � DBL. 2 x 6 1/2" RAFTER L.L.= i 9-,, 90 MPH 100 MPH, 110 MPH (PSF) (IN.)o EXP. B EXP.0 EXP. B EXP.0 EXP. B E? WIDTH 16" 17'-3" 2 X 6 1/2" RAFTER 17'-3' L.L.= (PSF) "T" (IN.) a 90 MPH 100 MPH 1 0 MPH y oo EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 24" .024 16" 12'-2" 12'-2" 12'-2' 11'-10" 11'-10" 11'-5" 24" 9'-11" 9'-11• • 9--11" 9'-8" ( 9'-8" 9'-3- 10 .032 16" 16'-3' 16'-3" 16'-3" `15'-9" � 15'-9" 15'-2" 24" 13'-3" 13'-3" 13'-3' 12'-10' 12'-10° 12'-5" 11'-11' .042 16' 21'-4" 21'-4" 21'-4° 20'-8" 20'-8" 19'-11" 24' 17'-5" 17'-5" 17'-5" 16'-10- 16'-10" 16'-3" .024 16" 9'-4- g'-4" 914" 9'4" 9'.4' 9'-2" 24" T-7" 7'-7" T-7' T-7' 7'-7" 7'-6- 20 .032 24" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5' 12'-3" 10'-2' 10,_2" 10'-2" 10,_2" 10,_2- 10'-0- 20 .042 .042 E24" 16'-4' 16'-4" 16'-4" 16'-4' 16'-0" 16'-1" 13'-4" 13'-4" 13'-4' 13'-4' 13'-4' 13'-2" .024 - - - - - - 24" - - - - - - 30 .032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3- 24" 8'-4" 8'-4- 8'4" 8-4' 8'-4" 8-4- .042 16" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 24" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0° 11--o- 0 � DBL. 2 x 6 1/2" RAFTER L.L.= i 9-,, 90 MPH 100 MPH, 110 MPH (PSF) (IN.)o EXP. B EXP.0 EXP. B EXP.0 EXP. B E? TRIBUTARY WIDTH 16" 17'-3" 17'-3" 17'-3' 16'-8" 16'-8" 18'-1" 24' 90 MPH .024 110 MPH 24" 14,-1° 14,_1" 14,_1" 13'-7" 13,_7" 13'-2" EXP.0 10 24'-6° 23'-5' 16" 23'-0" 23'-0" 23'-0" 22'-3" 22'-3" 21'-6" .042 10 .032 11'-11' 24" 18,-9" 18,_9" 18,_9" 18,_2" 18,_2" IT -6- 19.1" 17.10„ 16' 30'-2° 30'-2" 30'-2" 29'-3" 29'-3" 28'-2" .042 24" 24'-7" 24'-7" 24'-7" 23'-10' 23'-10' 23'-0" 20 16" 13'-2' 13'-2" 13'-2' 13'-2" 13'-2" 13'-0" .024 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-7" 16' 17'-7' 17'-7" 17'-7' 17'-7" 17'-7' 17'-4° 20 .032 24" 14'4" 14'4' 14'-4" 14'4' 14'4" 14'-2" 30 16' 23'-1" 23'-1" 23'-1° 23'-1" 23'-1' 22'-9" .042 24° 18'-10" 18'-10° 18'-10' 18'-10' X18'-10" 18'-7- 16" 10'-10" 10'-10° 10'-10" 10'-10" 10'-10" 10'-10" .024 24" j 8'-10" j 8'-10" ' 8'-10° 8'-10" 8'-10" 8'-10" 16" 14'-6' 14'-6' 14'-6" 14'-6' 14'-6" 14'-6' 30 .032 24" 11'-10' 11'-10" 11'-10" 11'-10' 11'-10" 11'-10" 16" 19'-0" 19'-0" 19'-0- 19'-0" 19'-0" 19--o- 042 24" 15'-6" 15'.-6" 15'-6" 15'-6° 15'-6' 15' -6 - TRIBUTARY WIDTH TABLE 17'-9" -CLEAR,SPAN O 3 x 8" RAFTER 17,_7" °T• 24' 90 MPH 100 MPH 110 MPH (IN.) o EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 16' 24'-6° 23'-5' 24'-0' 22'-8" 23--5-121--10' 14,_7° .042 14,_7" 14,_7. .042 24° 11'-11° 11'-11' 11'-11" 11'-11° 24" 20'-0° 19,-1' 19,_7" 18.6" 19.1" 17.10„ EXPOSURE B & C 3.0' ALUM. ALLOY 3004-H36 OR EQUAL * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT48" O.C. WHEN DOUBLED. PROJECTION O.H. SPAN TRIBUTARY TRIBUTARY- _ h WIDTH. 1!2 SPAN a O.H. �1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 16' * SEE NOTE BELOW f 17'-9" 17'-9" O 3 x 8" RAFTER 17,_7" °T• 24' 90 MPH 100 MPH 110 MPH (IN.) o EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 16' 24'-6° 23'-5' 24'-0' 22'-8" 23--5-121--10' 14,_7° .042 14,_7" 14,_7. .042 24° 11'-11° 11'-11' 11'-11" 11'-11° 24" 20'-0° 19,-1' 19,_7" 18.6" 19.1" 17.10„ * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT48" O.C. WHEN DOUBLED. PROJECTION O.H. SPAN TRIBUTARY TRIBUTARY- _ h WIDTH. 1!2 SPAN a O.H. �1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 16' 1 17'-9" 17'-9" 17'-9" 17'-9" 1 17,_9" 17,_7" .042 24' 14'-6" 14'-6' 14'-6" 14'-6° 14'-6" 14-4- AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIWIND ALPINE AVE.. SACRAMENTO. CA 85828 REVISED BY: RANCHO CUCAMONOA CA (951) 741-2107 16" 14'-7" 14,-7' 14,_7° 14,_7" 14,_7" 14,_7. .042 24° 11'-11° 11'-11' 11'-11" 11'-11° 11'-11" 11'-11° * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT48" O.C. WHEN DOUBLED. PROJECTION O.H. SPAN TRIBUTARY TRIBUTARY- _ h WIDTH. 1!2 SPAN a O.H. �1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: 42612011 COMMERCIAL 10.20 6 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 IAPMO ERH 0195 SCALE: NONE AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIWIND ALPINE AVE.. SACRAMENTO. CA 85828 REVISED BY: RANCHO CUCAMONOA CA (951) 741-2107 90. 1000 8110 MPH FAX 403-1519 saIes@dumhmxwj SHEET 7 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10'1-3-1-2-1MAX. HEIGHT C =10' 3.00" SQ. 3.00"SQ. .022^ tt10 sMs 3.00" SQ. 032' @24"O.C. 11.00C� EA. SIDE 6.5" 3, O 5" C .14" a " ALUM .032" .048"STEEL O5/8" PLASTIC PLUG 28" OO OO 3" SQ. ALUM. POST MAG POST 3" SQ. ALUM. POST 3� WITH SIDE PLATES D 3" SQ. STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136 S I ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 6063-T6 %"' 2.40"--- %f 1.375" 75" 1.60" 1.5 .090" TYP. INSTALL tY{ x 132" x Ya" HOG WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET 87/16"0 HOLE FOR 3/8" MB ASTM GRADE 36 STEEL INSTALL 132" x 132"x35"HDG WASHER PLATE AT ANCHORS 1 sr. TYP USE FOR 3" POST ONLY (1 2- 5/16"0 H STEEL "T" BRACKET T GO=3"SO.xt=.188" H=3'SO.xI=.250" I=3"SO.xt=.313" J=4"SO.xt=.188" K =4"S .xt=.250" = I. 3.0" OR 4.0" SQUARE STEEL POST ASTM A500 GRADE B NGES APART FLARES WIDE EA. OF FLANGES 116"0 HOLE -3/8" HOLES ?. EA. SIDE ALUM. ALLOY 6063-T6 "H" BRACKET J J Q t— W r- (4) -SDS 25412 3" x 8" ALUM. RAFT. BRACKET I 3"x 8" ALUM. HEADER HEADER BRACKET ( 7 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: DATE: 426/2011 COLUMN / 10.20 8 30 pat DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POS7 TYPES HORIZ WIND - 8269 ALPINE AVE.. SACRAMENTO. CA 95826 ltgiB)452-702i REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 6 110 MPM FAX 493.1519 safes@duratum.tom SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" WALL FASTENERS SEE TABLE .O6 1 1 1_ .25'R `O o WALL FASTENERS "SEE TABLE 1.75" O ROLLFORMED HANGER .281" ALUM.ALLOY 6063-T6 OBm=f O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE R.F. OR EXT. HANGER SEE TABME G ANGLE CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR--/ 3x ALUM. RAFTER FASCIA BOARD EXIST. ALLOWABLE PROJ. EXISTING E/ SEE TABLE BELOW OVERHANG (24" MAX.) EXISTING EAVE CONNECTION RAFTER r 014 SMS Q PANEL ' LOCKS OR #8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CONTINUOUS A- RAIL OCCURS) ROOF PANEL 3 (WHERE ALUM.ALLOY 90 r y 6063-T6 - #14 SMS ® EA CONTACT W WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGERCO 2.740" �r T=.060" w O WALL FASTENERS � SEE TABLE EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. OVERHANG (L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL -M 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 18'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2'-0" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. zz W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. B=SDS25412 wQ C=SDS25412 AT EACH STUD, 16" O.C. MAX. ;Na D=3/8"0 x 4" LAG SCREW AT EACH STUD LLy� 'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10" 'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 7-0" "HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26. SHEET 1 EXIST. RAFTER DRAWN BY: E.N. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL --20 LL=30 2" x 4"V-6" 16" O.C. EXISTING WOOD STUD FRAMING 18'-8" 18'-8" 14'-2" 2'-0" 14'-0" 12'-8" 9'-7" FULL OR SHEET 9 OF 33 24" O.C. EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf' 12'-5' 11'-8" 8'-10" 2" x 6"V-6" 7-0" 9'-4" T-4" 5'-7- NOTCHED 2"x6" FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-8" 2"x8" FULL OR 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" 2"x10" NOTCHED NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 1 1/2° 10# L.L =(2)1#14 SMS EA. SIDE 20#/30#L.L.-(2)i#14 SMS EA. SIDE U -BRACKET _+3l4' OR 1 1/2" I I 2" x 61/2" OR 5' MIN. 3" x 8" ALUM. RAFTER 3/4' OR 1 112" APPROVED 3' OR 4' 11 INSUL ROOF PANEL o #14 SMS T&B 1.880" AT 12" O.C. . Q' F �r -� 3/16" 8" 0STEEL . 0 1/4'0 HOLES.TYP. 1 1/4' NOTE: PROVIDE WATER PROTECTION. METAL FLASHING CAUCK JOINTS AND SLOPE �— TO DRAIN AL BRACKET AT EVERY 2x DRAWN BY: E.N. ' I FOR SPAN SEE ALLOWABLE LIVE LOAD = LOA COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DECK/RAFTER SPAN TABLE .... COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET EXISTING WOOD STUD FRAMING GTH ' RANCHO CUCAMONOA CA (B51 ) 741-2107 tae OR Ls LEDGERER 90, 100 & 110 MPH 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf.2 SHEET 9 OF 33 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf' r(3)-#W.S. F#ldxl 3/4- (2' MIN. PENETRATION INTO PATIO COVEREXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE:BRACKET SEE aFOR ATTACHMENT NOTE: PLACE'SIKA 14 MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED r ----RAFTER TO -- -- SHINGLE ROOFING TO PROVIDE SEAL MALL CONNECTION 33 7 4O BRACKET BELOW RAFTER W/ SAME CONNECTION'S. CONNECTION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD = LOA COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4126/2011 SCALE: NONE .... COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 psf HORIL WIND JPDATIO URALUM PRODUCTS, INC. 8289 ALPINE AVE.. SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONOA CA (B51 ) 741-2107 ATTACHMENTS 90, 100 & 110 MPH (918) 452-7021 FAX 403.1519 sales®Euralum.som SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20" 21" SQ. ALUM.TBRACKET USE WITH 22" 25" SQ. 16" 24" 28" SQ. "T" BRACKET Y POST TYPE B.C.D.-OR E 23" 28" STEEL POST ONLY: 25" 30" @ 3"SQ. POST W/ 28" STEEL'T•BRACKET USE WITH 43" SQ. 30" USE POST TYPE (3}5/8'0 BOLTS 32" (2}#12 SMS EA 3"SQ. POST SIDE OF POST OR 3- SO. POST POST TYPE B,C,D.E.F,G,H,J OR K ALUM.'T'BRACKET: USE (2F3/e'0 HILTI 9OLTS 38" , I j F, G. H. J OR K FOR POST TYPE J 4 5' 60" SQ. 1/4' M.B. THROUGH ' 42" KWIK OR EQUAL STEEL'PBRACKET: 1/2 DEPTH OF i 69" SQ. ((2}t/2"0 BOLTS 16"INSERT POST NOTES BELOW USE (2F318'0 HILTI KWIK FOOTING OR i FOR ALL OTHER CONDITIONS 4 5' KA .188" (2}1/4.0 POWERS WEDGE- SEE BOLTS OR EQUAL 12' MIN. EMBD. ASTM A36 BOLTS+, OR EQUAL, EACH 2'Y.• EMBEDMENT DEPTH • ' I STEEL BRACKET TO SLAB. fOR KWIK BOLTS) : • !; w T.O.C. MINIMUM DISTANCE TO .: EDGE OF SLAB = 4" OR ''• ' I ' r w "S .BASE PL TO CRACK =10" d W ASTM A572 STEEL (1 �" MIN. EMBEDMENT) .e •-• U) w a DEI ITH (1}1/2 "OM.B. s,.t•'::�••'. = vN 3/78• '•'F -i' °•' SLAB SHALL BE IN 4 u POURED CONCRETE FOOTING SEE NOTE x9 LONG, 1 FROM END j: �L� ;•; w rn O m m - GOOD CONDITION OF POST ;tib :".;.' 3- SO. POST (STL.) _ 3 1/2" MIN. FOR SIZE SEE FOOTING POURED SQUARE, SEE FTG. OR FLUTED OR 4' S0. POST (STL.) SCHEDULE QUAR CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE p1,5/8`fHK. `-' -- ARE POST ED. SQ( INTO EXISTING SLAB 3' SQ. POSTS TO CONC. FOOTING O FOOTING 9 -- - 1 112' B• 1 7/2" ATTACHED ALTERNATE FTG. CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43' • CUBE FOOTING W/ 4• SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24' CUBE (2}1/2"0 3 1/4' 25"-30"CUBE (4}1/2.0 31/4' 31" - 34' CUBE (4)-5/8'0 4' 35" - 39' CUBE (4)3/4'0 4 3/4' 40"- 42" CUBE (4)-W4.0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED NOTES: 1. DO NOT USE ALUM. 'T' BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4.OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X3i" X 534' AT STEEL "T' BRACKET. 3. POST TYPE F DO NOT USE STEEL -T- BRACKET W[7'1 -BEAM, WELDED STEEL BASE PLATE UO BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9"SO. x5/8' 1 B. C, D. F, G,&H FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) 9"x9"x 5/8' (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS 1 STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0194 DATE: 4/28/2011 1. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 1D, 20 830 Pel DURALUM PRODUCTS, INC. 1(916) SCALE: NONE AND EMBEDMENT HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: RANCHO CUCAMONGA CA (951) 741.2107 90, 100 & 110 MPH 452.7021 FAX 403.1519 saleaQo duwlua,.com SHEET 10 OF 33 2.19„ t -lb 1.79" 2.57" 2.08" --r 038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-1436 A 6.5" ROLLFORMED r 3`1 r—F _T SPLICE WHERE OCCURS 4" 070" TYP.—Il. ALUM.ALLOY 6083 -TB O F 4" I -BEAM L_T —� —f—.042" 8" ALUM. ALLOY 3004-H38 OR EQUAL L – �3 x 8 BEAM.W/ STL. INSERT HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP SPLICE WHERE OCCURS —� 085, TTTYP. I­­ 2.r —i ALUM. ALLOY O 6063-T6 B 4.5" GUTTER SPLICE WHERE ICCURS ALUM. ALLOY 608376 O 7" I -BEAM G � MAX 3• B. 042" ALUM. ALLOY 3004-1438 OR EQUAL DBL. 3 x 8 BEAM O SPLICE WHERE OCCURS 085• TYP. SPLICE WHERE OCCURS ALUM. ALLOY ALUM. ALLOY 6083-TBO 6063-T6 MAG. GUTTER I .024" y —.032" .042" ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER MAX. 3" e. .042" ALUM.ALLOY 3004.1438 _T OR EQUAL DBL. 3 x 8 BEAM O W/ DBL. 3 x 8 STL. INSERT MAG BEAM O (� MAX J 2" r s.s• .032" ALUM. ALLOY 3004-H36 OR EQUAL J 3.00" SQ. �.11.00Cr n T 048" YP. L. 28" ASTM A653 GRADE 40 E 3" SQ. STEEL BEAM jLl 042" 8.0" ALUM. ALLOY 30041436 OR EQUAL DBL. 2 x 6.5 BEAM I 3 x 8 BEAM F'—i 625" T"14 GA 7.8 5" ASTM A853 GRADE 50 1 11 625" ---I 2.875" F— 1 3x8BEAM O STEELINSERT 0 .375" T " 0.125• 6.656" ALUM. ALLOY 6063-T6 375" I -1.75"—I 7" I -BEAM "C" O SPLICE / INSERT DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD o PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE: 4/2612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES /0, 20 8 30 ps! DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 HORIZ. WINO - 80, 100 8110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (918) 452-7021 FAX 403-1518 eales(8�dweNm.eom SHEET 11 OF 33 I SPLICE DETAILS Cl 1) 1 BEAM TO POST DETAILS 102 SIMPLE SPLICE FULL MOMENT #10 13 (8 TO M.S. 11 #12 S.M.S. II TYP. THICKNESS =.035' (24 TOT TYP. THICKN4SS =.035" 6.38' 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 C -SPLICE (ONE SIDE OF WEB) MAY BE USED. q„ i - SPLICE WHi OCCUF ALUM. ALLOY 16 % moi 1 " t _ 6063-T6 4" I -BEAM 3'-0" MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH occur ALUM. ALLOY 6063-T6 7" I -BEAM C MOMENT C -SPLICE NO (2)7110 S.M.S.@ EA. VALLEY, TYP. a I � 1. 5" O 4.5" 0 0 O O 1(916)452-7021 16" 1" I -BEAM ALUM ALLOYI MOMENT C -SPLICE NO (2)7110 S.M.S.@ EA. VALLEY, TYP. a I � 1(916)452-7021 NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOYI AS NEEDED TO CLEAR (6061-T6) ALTERNATE I I SO. POST,CONNECT WEB STL. C -BEAM TO POST W/(2)-1/2"0 THRU-BOLTS SO. POST BEAM TO POST CONN. 11112 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8'O.C. MAX. STAGGER IN BEAM PANEL 4'x3" ALUM. '1* BM. OR (4).114'0 M.B. BEAM 7'x4' ALUM. "1" BM. I ATO BRACKET 2- 318'0 M.B. THRU STL.'T" BRACKET TO POST. POST, SEE SCHEDULE —�- ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD n PATIO COVER SYSTEM AS MFG. BY: DATE: 4128/2011 BEAM 10, 20 s 30 vsf DURALUM PRODUCTS, INC . IAPMO ERN 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 90,0100 8iV10 MPH IND 8289 ALPINE AVE., SACRAMENT O, CA 95828 SHEET 12 OF 33 REVISED BY: 1(916)452-7021 FAX 403.1518 Bales®Auralum.c"m OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HARDBORD ) 2.014 x 1n' S.M.S. EACH SIDE OF 3' so.POST(aror0L ALTERNATE: 114'0 DLT W/ WASHER EA. SIDE OF 3• SO. POST .5 + t.to• . + 4 1.so• � 2.35' 3• SO. POST 2-014 x 1n• S.M.S. EACH SIDE OF 3' SO. POST aTOTAL ALTERNATr: 1140 JOLT W/ WASHER EA SIDE OF 3• SO. POST 3.00' 3• SO. POST OR .240 1'-0" GUTTER FASCIA 2'-0" 6 - #14 SDS MAG BEAM 1 3"SQ. STL. BEAM 3' SO. POST 13 DATE: 4/2612011 BEAM TO POST ALUM. ALLOY 3105-H25 DURALUM PRODUCTS. INC. 1.50" 1.50" 2.. .28" " 2 2' IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT P 2 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 REVISEO BY: .28" ' �J.018, -?021 FAX 403-15/8 ealee®durelum.com - -7•0 2"x3" LATTICE TUBE BEAM TO POST CONNECTION DETAILS " x 8" x.042" BEAM, " SQ. STEEL OR IAG BEAM. (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 'X 3" ALUM. OR TEEL POST H - BRACKET TO POST 48 x•2 "SMS, 2 1/2° 1 1/2' SO.. 2" SO., OR 2°x3' LATTICE @ 3° O.C. MIN. TO 6°O.C. MAX. . 17 LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 1/2' S.M.S. TOP & BOTT. (2}TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12-O.C. FASCIA 6 1lrx2"x.o24 RAFTER No. 1 FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE �OPTIONAL LATTICE TUBES AT OVERHANG 'v � FASTENER 6112' 00 GROUP 00 ALUM. BRACKET X Y 1' •L' SEE TABLE RAFTER"TAIL" TO GUTTER 15 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 1/2" MIN. (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 BRACKET - RAFTER TO BEAM DRAWN BY: E.N.TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 4/2612011 BEAM TO POST 10, 20 d 30 pel DURALUM PRODUCTS. INC. IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 1(916)452 REVISEO BY: RANCHO CUCAMONGA. CA (951)741-2107 90, 1008110 MPH -?021 FAX 403-15/8 ealee®durelum.com SHEET 130E 33 DOUBLE RAFTER CONNECTION DETAILS SHEATHING BEAM TO POST CONNECTION r 3"x 3"STL.POST (24") ° ALTERNATE: INSERT ATTACHED OR /BEAM SPLICE TO 3"x 3"STL.POST COLUMN (2)3"x8"HEAD FOR FREESTANDING J/ OCCUR DIRECTLY OVER 5/8"0 PLASTIC 1 112" OR 2"LATT*rALTERNATE: �" FESZ;o Flt© tr '`�, "�c HORIZ WIND = I POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS ALTERNATE 1/2" #8 S.M.S. ie j cr,=r DOUBLE RA ER- /,,,W cal,' {; � 6 SCREWS PER SIDE I SCREW IS INSIDE I BOLT CONNECTIOPLAN 2��t. SHEET 14 OF 33 #14 SMS MAY ,5" S.M.S. EACH TO COL. �' ni !`)U 3?i•348#14 �3 3.5" ALTERNATE TO 3.5"AFTER 1/4"0 BOLTS 4 ONNECT. (8 -TOT.) 1+( 3.5 3.5" •5" 8" BEAM DBL. RAFTER / DBL. HEADER CONN. @ #8 S.M.S. EACH SIDE r— LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER • ALTERNATE -.1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6,5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 0 ORF-21 6-#14 SMS EACH SIDE #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 6 1/2" SIDEPLATE EA. SIDE SEE POST SCREE POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION 2� POST SCHEDULE 3" SQ. x.032"+ (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. a2 W/ (6}#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXISTING r SHEATHING 4.5"0 6• LIVE LOAD - r 3"x 3"STL.POST (24") ° ALTERNATE: INSERT ATTACHED OR (2}2x6.5" OR 3"x 3"STL.POST COLUMN (2)3"x8"HEAD FOR FREESTANDING w S` (2)-1/2"BOLT Yx 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. @ #8 S.M.S. EACH SIDE r— LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER • ALTERNATE -.1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6,5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 0 ORF-21 6-#14 SMS EACH SIDE #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 6 1/2" SIDEPLATE EA. SIDE SEE POST SCREE POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION 2� POST SCHEDULE 3" SQ. x.032"+ (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. a2 W/ (6}#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXISTING DRAWN BY: E.N. SHEATHING 2"x6 Y2"4.024" LIVE LOAD - ALUMINUM MEMBER WITH WOOD FILL OR �. 2"x6' NOMINAL LEDGER LATTICE (NEW OR EXISTING) F w 7, w S` SCALE: NONE CONNECTIONS (2) SIMPSON SDS25600 EXISTING 1' STUCCO OR EQUAL 2.5" PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL. 2"X6.5"X.032" BEAM `— 518" 0 ACCESS HOLES INSTALL 6 - #14 X %- 3" SQ. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE:412612011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE CONNECTIONS HORIZ WIND = 6289 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: RANCHO CUCAMONGA CA 951) 741-2t07 ( 90. 100 & 110 MPH FAX 403.1516 eeles(dbdurelum.com SHEET 14 OF 33 10# L.L.7-100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR-LESS--'EXP.B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B—El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. DRAWN Br E.N. 3" SQ. STEEL BEAM DBL: 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LIVE LOAD a >- OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT >- COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING to. 20 8 30 pet DURALUM PRODUCTS, INC. REVISED BY: 7p MAX.COL. MAXPOST FREESTAND ATT. MAX.POST FREESTAND ATT. MAXPOST MAXPOST FREESTAND ATT. FREESTAND *ATT. FREESTAND ATTACHED MAXPOST MAXPOST o m — 3 SPACING SPACING SPACING FTG. SPACING SPACING MIN. MIN. SPACING MIN. SPACING MIN. MIN. FTG• FTG. FOR DBL. FOR 3' x 8" FTG• TG- FTG' �G' FTC'' fir'' m �ST r ON SLAB* (SPAN) TGPM�."N. (SPAN) (IN.) POST POST (SPAN) POST (SPAN) POST (IN.) (IN.) 2"x6.5'x.032" BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) POST(INPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0'1 30 G 1516 19'-718-6" 34 1719 13-4"11'-0" 13-10 31 (� 1617 25'24'-0" -37 (j 1921 36''34'-0" 40 (j 2124 B 4, -6" l7 3.1" 5' 13'-7" 11'-2" 30 G 15 17'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B , 5 17 i s'-6" 20 9'-10" 11'-8" 18 21'-6" 22 30'-5" 25 E 6' 11'-4" 10'6" 29 G 16 33 G 19 10'-10" 11'-4" 30 G 17 20'-9" 35 G 20 29' 4" 38 G 23 B 6, , 1 o _1.18 21 9'-0" 10'-8" 19 19'-7" 23 27'-9" 26 E 7' 9'-8" 9,_11„ 29 G 17 P14'-10" 32 G 19 10'-1" 10'6" 29 G 17 19'-3" 34 G 21 27'-2" 38 G 23 B �, 9'-7" 19 21 8'-4" 9'-11" 19 18'-2" 23 25'-8"26 E8'8'-6" 9'6., 28 G 17 31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34- G 21 25'-5" - 37 G 24 B 8, 9'-2" 19 22 7'-9" 9'-3" 19 17'-0" - 24 24'-0" 27 E 9' 7'-7" 9''2" 28 G 17 13'-1" 31 G 20 8'-10" 9'-3" 28 G 18 17' 0" .16'-0" 33 G 22 24' o" 36 G 24 E 9' 8'-10" 20 12'-4" 22 7'-4" 8'-9" 20 24 22'-8" 27 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 22'-9" 36 G 25 E 10' 8 -s" 20 11'-8" 23 7'-0" 8'-3" 20 15'-2" 25 21'-s` 28 F 11' 6'-2" 8'-7"8.1„ 30 H 1820 11-101.2" 30 H 2123 8'-0" 8,�„7.11” 30 H 1821 15-�4_s" 32 H 2325 21 20,x" 35 2528 E 11' 6 8" F 12' S'-8" 8 -3 30 H 1921 11-410'_8" 30 H 2123 7'-8 8 -0" 30 H 1921 14,13'-10" 32 H 2326 20'-9'9,-7„ 35 H 2629 E 12 . 7.9" 6,�„ 7,_7,. F 13' 5'-2" 7'-11 31 H 1921 10'-10'0,-3" 31 H 2124 7'-5" 7'-8" 31 H 1921 14'-; 3,_4„ 32 H 2326 19' 11" g'-10 , 35 H 2629 E 13, 6 6 -1 7.3 F 14' 4'-10" 7'-7" 32 H 19. 10'-6" 32 H 21 7'-0" 7'-5" 32 H 19 13'-7" 32 �„� 23 19'-3" 34 H 26 E 14, 7'-2" 21 9'-11" 24 5'-11" 7'-0" 21 12'-10" 26 18'-2" 29 F 15' 4'-6" 7'-4" 32 H 19 10'-1" 32 H 22 6'-6" 7'-2" 32 H 19 13'-2" '32 H 24 18'-7" 34 H 27 E 15' s'-11" 22 9'-6" 24 5'-8" s'-9" 22 12'-5" 27 17'-s" 30 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B—El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. DRAWN Br E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY:' IAPMO ERN 0185 oATE:4128n01 t SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING to. 20 8 30 pet DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2707 AND ATTACHED 10#L.L.' 100MPH HORIZ. WIND 90. 7008770 MPH 8289 ALPINE AVE., SACRAMENTO. CA 95828 (918)452-7027 FAX d03-1978 ealea®Cwehimcom SHEET 270E 33 1 10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x ;032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: OR 3"x8' BEAM EACH w/ A 3"x8" STL. INSERT DATE: 4126/2011 MAX.POST FREESTAND ATT. MAX.PING o MAX.COL. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST c>r a ~ 50 m — SPACING SPACING FTG, SPACING SPACING SPACING MAX.POST FTG MIN. FTG. FOR DBL. FOR 3" x 8" FTG. MIN- FTG, SPACING FTG MIN. FTG SPACING FTG. IN. FTG MIN. m — FTG. IN I— ON SLAB* (SPAN) (IN.) POST (SPAN) (IN.) (IN.) POST POST (SPAN) POST (SPAN POST POST (IN.) 2"x6.5'x.032" BEAM (IN.) (IN.) (IN.) (IN.) ) (IN.) (IN.) F - TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 11'-9" 31 G 16 19'-1" 36 H 18 12'-1" 13'-6" 33 H 16 24'-10" 38 H 20 35'-1" 42 H 23 B 4' 11'-3" 18 17'-10" 21 9'-10" 12'-7" 18 23'-2" 23 32'-9" 25 5' 13'-7" 10'-11" 31 G 16 17'-1" " 35 H 19 10-10 12'-1" 32 H 17 22'-2" 37 H 21 31'-4" 41 H 24 B 5, 10'-5" 18 15'-11 22 8'-10" 11 -3" 19 20'-8' 24 29'-3" 26 E 6' 11'-4" 10-4 30 (� 17 15'-7" 34 H 20 9'-10" 11'-0" 31 H 18 20'-3" 37 H 22 28'-8" 40 H 24 B 6, 9'-10" 19 14'-6" 22 8'-1" 10'-3" 20 18'-11" 24 26'-9" 27 E 7' 9'-8" 9'-9" 30 G 18 14'-5" 33 H 20 9'-2" 10'-2" 30 H 18 18'-9" 36 H 22 26'-6" 39 H 25 B , 7 9.�„ 20 13'-5^ 23 T-5" 9'-6" 20 1 T_6„ 25 24'-9., 28 E 8' 8'-6" 9'-4" 30 C7 18 13'-6" 33 �" 21 8'-7" 9'-6" 30 � I 18 17'-6" 35 f.l 23 24'-10" 38 H 25 B , 8 8'-11•, 20 12'-7" 23 7'-0" 8'-11" 21 16,_4„ 25 23'-2„ 29 E 9' 7'-7" 9'-0„ 30 G 19 12'-9" 32 H 21 8'-1" 9'-0" 30 H 19 16'-6" 35 H 23 23'-5" 38 H 26 E 9' 8'-7" 21 11'-10" 24 6'-7" 8'-5" 21 15'-5" 26 21'-10" 29 F 10' 6'-9" 8.4. 31 G 1921 12'-111,-3 , 32 H 2124 7 -8" 8'-6" 31 I„I 1922 15'-84 34 H 2426 22'- 20,-8" 37 (-{ 2630gE 10' 8, 2„ 6.3" 6,_0„ -6" 11' 6'-2" 31 ii 19 11'-6" 31 H 22 7'-3" 8'-2" 31 H 19 14'-11" 34 H 24 21'-2" 37 �{ 27 7'-10" 22 10'-9" 24 5'-11" 7'-7„ 22 13'-11" 27 19'-9„ 3011' 12' S'-8" 8'-0" 32 H 20 11'-0" 32 H 22 T 0" 7'-9" 32 H 20 14'-4" 33 H 24 20'-3" 37 { 27 T-6" 22 10'-3" 25 5'-8" T-3" 22 13.-4„ 27 18-11" 3112 13' 5'-2" 7'-8" 33 H 20 10'_7„ 33 J 22 6'-8" 7'-6" 33 J 20 13'-9" 33 J 25 19'_5„ 36 J 28 E 13' 7,-2„ 23 9'-10" 25 5'-6" 7'-0" 22 12'-10" 28 18'-2" 31 F 14' 4'-10" 7 _5g'-11 " 33 H 2023 10'-2"9,-6 , 33 J 2325 5-5- 7 -3" 33 J 2023 13''; z,�„ 33 J 2 18.9'7'-6„ 36 J 2831 5'-3" 6'-9" 28 15' 4'-6" 7'-2„6,_5” 34 H 2123 9'-10"9,-2, 34 J 2326 6'-3 7 0 34 J 2023 12'-1-11,. 34 J ll 2528 18'"16-11" 35 J 2832 5,_1„ 6, 6„ * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST SPAC NI G TABLE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4126/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 it 30 pal DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACKED 10#LL 110MPH 0. 100 WIND o 90. 1008110 MPH 8289 ALPINE AVE_ SACRAMENTO, CA 95828 (918)d52.7021 FAX4031S19 ealea(d�Eurslum.can SHEET 280E 33 .Bin # ' . - . - • City - of -La QuI-aI2 . Building at Safety D'lvision P.Q. Box 1504, 78-495 Calle Tampico' La Quinta;=CA 92253 - (760) 777-70] 2 -Building Permit Application and Tracking Sheet Permit # Project-Address:' P,3 4r A P. Number. Owner's Name• Address: S S -city, ST, Zip: Telephone: �yy ti Legal Description-: Contractor: Address: d 2cw Vie Project Description: City, ST, Zip: L /J . UIW Z Z�15r� Telephone: (00 --M i9c-To " rte" � State Lie. # : City'Lic. #: 32 T Arch.; Engr., Designer: Address: .City, ST, Zip: Telephone:. State Lic. #: „ 4 =4 Construction Type: -Occupancy: Project type (circle one): New Add'n - Alter Repair Demo Name of Contact Person: Sq. FL: A4 # Stories: # Units: Telephone # of Contact Person: Estimated-Value Of Project APPLICANT: DO NOT WRITE. BELOW THIS LINE It -Submittal Req'd Recd TRACKING • PERMMT FEES Plan Sets Plan Check submitted Item Amount Structural Ca1cS. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. r- > Called Contact Person' Plan Check Balance Energy Coles. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Gradingplan god Review, ready for corrections/issue . Electrical Subcontactor List Ca11ed-ContactPerson Plumbing Grant Deed Plans picked up S.M L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- -'Review, ready for correctionsfissue Developer l:ntpact Fee Planning Approval Called Contact Person A.I,P.P. Pub. Wks. Appr Date of permit issue School Fees = Total Permit Fees