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BPAT2016-0062Applicant: PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA, CA 92253 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: _ License No.: AEC488 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 , �owner of the property, or my employees with wages as their sole {{compensation, will do the work, and the structure is not intended or offered for sale. I(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 G(he did not build or improve for the purpose of sale.). 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 exe t under Sec. . B.&Pfor this reason . fif I AU r J Date:' Owner) CONSTRUCTION LENDING AGE11CY 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: Contractor: PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA, CA 92253 (760)771-1234 Llc. No.: AEC488 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: CA, er: I Policy Number: _ j 1 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 subjec o the workers' compens ion provisions of SectionL,700 of th abor ode, I s II rthwith comply wi those rovisions. Date: Applicant: 1,V A 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 Building 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 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 ereby authorize representatives of this city o enter upon e abdve-me Toned property for inspection purposes. e Date: Signature (Applicant or Ag 78-495 CALLE TAMPICO 4 si� """r'� VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/27/2016 Application Number: BPAT2016-0062 Owner: Property Address: 55491 FIRESTONE PGA WEST RESIDENTAL APN: 775151007 54320 SOUTHDERN HILLS Application Description: PGA WEST RESIDENTIAL ASSOC / 728 SF PATIO COVER / POOL 13BB LA QUINTA, CA 92253 Property Zoning: Application Valuation: $10,920.00 Applicant: PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA, CA 92253 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: _ License No.: AEC488 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 , �owner of the property, or my employees with wages as their sole {{compensation, will do the work, and the structure is not intended or offered for sale. I(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 G(he did not build or improve for the purpose of sale.). 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 exe t under Sec. . B.&Pfor this reason . fif I AU r J Date:' Owner) CONSTRUCTION LENDING AGE11CY 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: Contractor: PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA, CA 92253 (760)771-1234 Llc. No.: AEC488 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: CA, er: I Policy Number: _ j 1 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 subjec o the workers' compens ion provisions of SectionL,700 of th abor ode, I s II rthwith comply wi those rovisions. Date: Applicant: 1,V A 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 Building 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 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 ereby authorize representatives of this city o enter upon e abdve-me Toned property for inspection purposes. e Date: Signature (Applicant or Ag FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, DESIGNED 101-0000-42404 0 $97.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION 'ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, DESIGNED PC 101-0000-42600 0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI -RESIDENTIAL 101-0000-20308 0 $1.42 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.42 $0.00 TOTALS:00 Description: PGA WEST RESIDENTIAL ASSOC / 728 SF PATIO COVER / POOL 13BB Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 6/16/2016 M.FA ENGINEERED - OPEN Approved: 6/24/2016 JFU Parcel No: 775151007 Site Address: 55491 FIRESTONE INDIO,CA 92201 Subdivision: TR 21381-3 SEE ASSESSORS MB 769-41 Block: Lot: 4 Issued: 40 FOR CMS Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $10,920.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: ALUMAWOOD PATIO COVER - (1) 14'X 52'(728 SQ FT.) 2012 IBC/IRC, 2013 CBC/CRC AND ASCE/SEI 7-30, ENGINEER OF RECORD: THOMAS CAMPBELL, NO 37948. THIS PERMIT DOES NOT INCLUDE HELIOCOL THERMAL SOLAR COLLECTORS. PATIO MUST BE BONDED TO GRID WHERE CLOSER THAN 5' TO WATER'S EDGE AT POOL. Printed: Monday, June 27, 2016 11:09:57 AM 1 of 3 RWYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NO STRUCTURAL REVIEW WILL BE REQUIRED, PER BURT HANADA. SEE PREVIOUS NOTES ON PATIO COVER PERMITS NOTE JAKE FUSON 6/24/2016 6/24/2016 ISSUED TO PGA WEST RESIDENTIAL ASSOCIATION AT POOL AREAS. NOTIFIED STEVE HERTHEL THAT PLANS WERE APPROVED AND TELEPHONE CALL JAKE FUSON 6/24/2016 6/24/2016 PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT PGA WEST RESIDENTAL 54320 SOUTHDERN LA QUINTA CA 92253 HILLS Printed: Monday, June 27, 2016 11:09:57 AM 1 of 3 RWYSTEMS INSPECTIONS PARENT PROJECTS BOND INFORMATION Printed: Monday, June 27, 2016 11:09:57 AM 2 of 3 _ A?"fSYSTEMS • FINANCIAL• • FAX EMAIL NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE CONTRACTOR PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA CA 92253 STEVEN@PGAWEST.OR G OWNER PGA WEST RESIDENTAL 54320 SOUTHDERN HILLS LA QUINTA CA 92253 INSPECTIONS PARENT PROJECTS BOND INFORMATION Printed: Monday, June 27, 2016 11:09:57 AM 2 of 3 _ A?"fSYSTEMS • FINANCIAL• • CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT ## CHECK ## METHOD PAID BY BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, 101-0000-42404 0 $97.17 $0.00 DESIGNED PATIO COVER, 101-0000-42600 0 $95.72 $0.00 DESIGNED PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $0.00 SMI - RESIDENTIAL 1 101-0000-20308 1 0 $1.42 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.42 $0.00 TOTALS:0• INSPECTIONS PARENT PROJECTS BOND INFORMATION Printed: Monday, June 27, 2016 11:09:57 AM 2 of 3 _ A?"fSYSTEMS ' P..ERMIT NUMBER '� Permit Denails -nom City of La Quints BPaTr2016-006�2 Printed: Monday, June 27, 2016 11:09:57 AM 3 of 3 fJ {..i V LJ SYS TfMS Bin # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #F Il„ Project Address: Owner's Name: 6A uksrW ei �mL ASS A. P. Number: Von- ; Address:6�3aG 56 tLpqQJ Legal Description: City, ST, Zip:� s3 1�1 u� 89 9 Contractor: P4 A /\ t>s.S •� Address: 52�,20 M us Project Description: City, ST, Zip: a u l&]—%4 9,2.26-3 VG 141y, el T e hone P Q� �� State Lic. # : City Lic. M U Vm {r 114G l CD 5 N. Arch., Engr., Designer: F6Al AM Address: City, ST, Zip u(✓1 d1q A 917N T aTelephone:Sa 9 � Construction n Type: Occupancy: Y: State to Lic. #• Project type (circle one): New Add'n Alter Repair. Demo Name of Contact Person: STE YE L Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: 9 -�j Estimated Value of ProjectZ� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" 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 IiOUSE:- 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 Total Permit Fees ,a yr CIV OF!A AP BUILDING & FIC FOR CONST DATE_-- LbW�t Conic I I woo Awn 1 CAWS 4� I UINTAA I fY DEPT. (� 'ED ` r l• �,�, lAi�l` r)5491 M RESTORE ALUMA WMP 4L&X/SAAR FIMSPM POST SPACING DETERMINED. BY TABLE ON, SHEET 23 of 49 25lbs;/,sq•ft, 11Omph wind load 21 12.1-6;1 121-6"7 - - - -RAIN GUTTER _1� _ 3"XB" DOUBt {!Iq f11111111 11 ' HEADERS--! {Il�.k{��Ilk{I){!�I{{It�lll�i ' I{ If�l {I J4II l .1111111 II�1 .I l: fl(MI�IIIIIII�I�II!{�I�I (.. I 1t,�Il�.jl "PANEL -SPAN 11'-6" (25lbs. LIVE LOAD. II-Illt li'i ltiri !}1.1, IIFI I.Ii 1111. tl iil i1i, rlt 'ee��f.l. 1, 1! I:I tl.l111}i 1RpUUN°`O�ufU '„ rlil 11 Ili lrli illl irl - 1 "' (Il - 11l 1 1. 9'ii �I'r1 I tl 11.1. 111 11•I� FFF��•,} , ; �, _ REQUIRES .032 MIN GAUGE PER 11k1{ { If kl'! ,}��(9 111!1(1{il{{) {I 11'{ IiII�1 'I1{illE1Y��1 iil:lid.'{({�i{Ill.il�l ENGINEERING P 3�of 49 �} i Ll�if.(, P1, V,G t- tll t,}.i•�I.. .t 1 ,irYtl l,. 9• 11>. tSTEEL, OST INSIDE: ALL)1. 111111:11l11]I{II1]�:Ililillli{(rn(�a,L{{F+?:lp>4LIIPas,�T�s)31#I]{�(�llk{111111111(Ilkll}k1111'11111#lk{jlilll �� , il...lt )r'll tllll tl 1'11 1 �., It 1l tlll lil 1(Itr-ttl j'; 1,� 1�}I l.tl I itl�lt"Ifeli 1r1e 1 1 irjjl . • 1 } Irl li r ill i lil/ 1'1{11 f1'1!1 di -i 1, 1 .1 IIII4if 11111 i 11..11 !ill ,►,ll�� i 1l1�i F 1lEllil,ilalilli .11f11ikl11f�1c mi"Il ji"i►�l1 1PIEPII P, TN'��i��1 2"X6 SIDE FASCIA ---I1' 1111iiilllil11111I11111faii)ILIILIIIIIIifIlllfllLi'(�illklilllllfllilllllij lllli.11i�liflllfllllljll(1 l It .iilil },J 11't ,lltrl �iil tl-1� Itiirli,l� 1•� It1r Ili) rrt,.tA ll�i-1•li I.I/re•Itl tt ll�t;l� ' �t)tli-Irt4 t, IA tlAl 1114 A"1llllt 1(111. AIISAIIAI Illllldl'.11 tll-td 11111•If 1.11!.1'1 l..r tli ti t 1 } 3"X8" DOUBLE _ L ; } .,.' y h"i HEADERS--® - -' RAFTER TAILS ® 24" O.C. PGA WEST SHADE/SOLAR COVER POOL 1386 V.WIDE X 14' LONG NORTH (25lbs live load, 11Omph wind load) INTERLOCKING PANS TYPE "C" FREESTANDING W/ CANTILEVER OPTION (Pg. 1 of 49) 03 m .� C >� z o U C -i � mom C< -gym--G 00 m �> Drawings prepared in accordance with Durolum Products, Inc. :Engineering Packet, Drawings are prepared by. Ben Haney DlYpatio soles@diypotio.com (951) 265-3078 0 Y W H i d M® _jin H W p Od z3wjZ o p a o N 0 i X O CO e Z M It exM ' M x x - i7 M C �. - o 0 _W4 LL W ` • - - ' , II O C) F a d W V a 40 d U tj CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY off= O I N W © > z Z o F- C.) w W i _ 00 CD . � z cf) 00 w Li m u v c r-) i� x r red z CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY CORBEL 'T RAFTER Al TAILS 2 " O.C. 2 FASTENERS PER. FOOT FRONT FASCIA MINIMUM. (#14.SMS) PER TABLE #2 Pg. 4 of 49 AIN GUTTER 2.5" TALL X 14' LONG X 6" - WIDE INTERLOCKING PANS 3"x8 DOUBLE ' HEADERS 2 GUTTER PIECES COME /TOGETHER OVER SPLICE. COSMETIC ONLY — WILL NOT AFFECT STRUCTURE'S RIGIDITY OR INTEGRITY J DRILL %" ACCESS HOLE ! \ ,t ® FOR SMS TO ATTACH 4 3"x3" STEEL POST HEADER TO POST SCREW AT UPPER 8" COLUMNS RIDGE PREVENTS j SLIDING AFTER INSTALL t CAULKING BETWEEN GUTTER ! AND SPLICE WILL PREVENT ALUMINUM SPLICE PIECE LEAKS AT SPLICE LOCATION SLIDES INSIDE GUTTER TO HEADER/GUTTER JOIN 2 PIECES TOGETHER DETAIL GUTTER SPLICE DETAIL 6" FLAT PAN ROOF @ .032" MIN. 2"X6" SIDE FASCIA 4 SMS FORM HANGER SECTION VIEW AT SIDE FASCIA Attach: Heliocol-Specifications.pdf y yv Subject: Mohr Power - Engineering Ste4; See attached information for the Heliocol solar pool heating panel. I've attached information direct from Heliocol's material specifications. If we look at the HC50 panel (which is the panel we want to use) the dry weight is 22 lbs with a capacity of 14 liters of water (30.64 lbs) for a total wet weight of 52.64 lbs. The HC50 is fifty square feet — see the simple math below. 52.64 / 50 =1.05 psf Morri Mohr Director of Field Operations i (951) 736-2000 ext. 105 office morri@mohrpower.com t No virus found in this message. Checked by AVG - Version: 2015.0.5577 / Virus Database: 4257/8786 - Release Date: 12/22/14 12/23/2014 Ca:J TECHNICAL INFORMATION AND SPECIFICAT1O. THE FEATURE THE ADVANTAGE Patented individual tube design Allows expansion and contraction, eliminating cracks and leaks. Lets roof breathe, keeping it clean and dry. Patented mounting hardware Eliminates hoses, clamps and straps. No gaps between panels for smoother look; less than half the number of roof penetrations. One-piece overmolded. construction Eliminates welds and weld leaks. Hurricane resistant Can withstand hurricane -force winds; Helloco/ panels are approved by most property and casualty insurance carriers. Low collector -head loss rate Reduces pump requirements. Using the power of the sun to meat your pool AL Using your existing pool pump, pool water is directed through a series of valves to your solar collectors. Se Pool water enters the solar collectors at the bottom and rises to the top through the individual tubes of the collector. C. As the water rises through the collector it is heated by the sun's radiant energy D. The water is then returned to the pool to repeat the cycle until your pool has been warmed by the sun. _ �' N Certification Data G ISO 9001:2008 and ISO 14001:2004 G Ortech International Laboratories Solar Rating & Certification Corporation (SRCC) s Solar Energy Analysis Laboratory (SEAL) o DSET Laboratories, Inc. o HRS, Florida (Required for commercial use) o Florida Solar Energy Center (FSEC) G City of Los Angeles ##RR -4508 o British National Water Council (for potability) a German Federal Health Board o NSF 50 for Recreational Water Facilities HC -204 10/2011 £ `! m §§. I }( M20 . ! � �/§f9c 2222§ - .| §,7§ qn k 2 §§ § ; � US /\§ £ m §§. I �n � ` ! � �/§f9c 2222§ § k\n@§ - ,| 4 US 4P \ / 2/\\k § �A \,� } �f §kcn . � ■ o , �� § \\!£ ' §§;m on � §!;, � ; • 2 :§�.� 0 2 � | - • �— �� : / 0 . . 0 M § _ 9> > . 2 �3 moi. .22 m. . 7 nC m -. . . .a ■ 0 n � 0} \ . �( � ' 2§ . A @ d d . £ m §§. I �n � ` 2 �/§f9c 2222§ § k\n@§ ,| US 4P \ / 2/\\k \,� } �f §kcn o , r— wnx vt:siyn r%UNur L Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# D837P— 4500 PSI 1" [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: PGA West Project : PGA West Compressive Strength : 4500 psi at 28 days. Aggregate size: 1" — 25 mm Air: 1.2±1.0% Water/Cement ratio : 0.45 slump: 4.00 ± 1.00 in Source of Concrete: SUPERIOR READY MIX CONCRETE Construction type : Placement: TRUCK PLACE / 4" PUMP Unit Weight : 147.89 pcf Design Date: 01/14/2015 Constituents : Quantity Density Volume ASTM C150 TYPE IIN CEMENT. 559 Ib 3.150 2.84 - -ASTM ASTM C618 CLASS "F" FLYASH ,- 99 Ib 2.200 - 0.72 Water 296 lb 1.000 4.74 -ASTM C33 #57 ROCK 1418 Ib 2.670 8.51 ASTM C33 #8 ROCK 350 Ib 2.640 2.13 ASTM C33 FINE AGG 1269 Ib 2.640 7.70 ASTM C494 TYPE A WATER REDUCER 26.32 floz (US)/yd3 1.000 0.03 Air 1.2%. 0.32 Total : 3993: 27.00 Remarks Reported by Superior Ready Mix L.P. Approval by: Date :. 01/01/2015 Date : / / a---� Mix Design Report t' k' Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# D837P— 4500 PSI 1" [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: PGA West •:roject : PGA es Compressive Strength : 4500 psi at 28 days Aggregate size: 1" — 25 mm Air: 1.2±1.0% Water/Cement ratio: 0.45 slump: 4.00 ± 1.00 in Source of Concrete: SUPERIOR READY MIX CONCRETE Construction type : Placement: TRUCK PLACE / 4" PUMP Unit Weight: 147.89 pcf Design Date: 01/14/2015 Constituents : Quantity Density Volume ASTM C150 TYPE IIN CEMENT 559 Ib 3.150 2.84 ASTM C618 CLASS "F" FLYASH 99 Ib 2.200 0.72 Water. 296 Ib 1.000 4.74 ASTM C33 #57 ROCK .1418 Ib . 2.670 8.51. ASTM C33 #8 ROCK 350 ib 2.640 2.13 ASTM C33 FINE AGG 1269 Ib 2.640 7.70 ASTM C494 TYPE A WATER REDUCER 26.32 floz (US)/yd3 1.000 0.03 Air 1.2%. 0.32 Total : 3993:: 27.00 Remarks Reported by Superior Ready Mix L.P. Approval by: Date : 01/01/2015 Date : / / SIGNATURE 4=" . . ........ . . .. ... .... KED IROJECT JOB NO. SUB ECT SHEET- OFSHEETS 45 . a CITY OF LA QUINTA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION DATE I BY ". 6gme, *4 A i -- t-, . - = P:O: BOX 1504 LA QUINTA, CALIFORNIA 92247-.1504 78-495 CALLS TAMPIGO BUILDING & SAFETY DEPARTMENT LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 PROPERTY MMER'S PACKAGE Disclosures & Forms for Owner -Builders Applying for Construction Permits LUPORTA- NTI NOTICE TO PROPERTY OW1�lER Dear Property Owner An application for a building permit has been submitted, ' yo;� na a listing improvements specified at �-�R 1 ti `^ g yourself as the builder of the property We are Providing You with an Owner Budder Aclaiowlcdgment•and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by haying.ihis Owner -Builder. We will not issue a bufld' �t is�ed in your name as the Signed, and returned this form to us at our om dress i dieat you. hive read, initialed $gena of the owaer cannogeXautea e tphris notice unless you, the Property owner, obtain the prior approval ofthe Permitting authority. and his injuries. ormation. :r obtain an "Owner -Builder" ��•� �u suoject to serious financialby an unlicensed person os as or her errrPloyees while working on my risk for any injuries sustained Property. My homeownees insurance may not provide coverage for those I az'r wi11�11y acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers n my property. 2. I understand building Permits aze ,not ' o truction and are not hiring a licensed Contractor orrttodassume �� po bY property owners unless They are responsible for the . responsibility: 3. I understand as an "Owner-Buildee a am the responsible patty of record.on the, y If from potential financial risk by.hiring a licensed Contraction ' permit I understand that I may protect wn. ving the permit filed in his or het name instead ofmy 4. I understand Contractors are required by Iaw to be licensed and bond is and contracts. ed in'Califona;a and to list their license numbers on 5. I understand if I employ or otherwise engage an construction is at least five hundreddollars $ �persoas' other than California licensed Contractors, and the total value #der state and federal law. ( ), including labor and materials, I maybe considered an "employer" 6. I understand if I am considered an employer" under state aril federal law, I mast register with the state and federal ent, withhold payroll taxes, :provide workers'-cRmiftsation` drsabr7ity �nstirance, and contribute to ate to compensation for each "employee." I also understand my failure'to abide by these laws may .'subject me to serious 4cti;res* mp yment financial I understand under California Contractors' State License Law, an cannot Iegally build them with Owner -Budder who builds sinoffer them jor sgle-family residential subcontractors and the number of structures does no exceed fou`rur wrti any Pcalendar year, or all of work is under contract with a licensed general building Contractq Performed by licensed P�ormed 0� f, ' k 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any tial or personal injnries'sustained by any subsequent owners) that result from any latent construction defects in the ra.Amanship or materials. 9. I understand I may obtain more information regarding my'obligations as an "eniployei" from the Internal Revenue e 'ce, the United States Small.Busmess Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1 - 4121-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors..0. I ani aware of and consent to an Owner -Builder building permit applied for in my nme, and understand that I am the legally, and financially responsible for proposed construction •activity aat the • following address: 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all licable laws and requirements that govern Owner -Builders as.well as employers. 12. i agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I ve rovided-on this form Licensed contractors are regulated by laws designed to protect the ,public. If you contract with someone who does not have a license, the Contractors' State License Board maybe unable to assist you with any financial loss you may sustain as a result of a comPlaiat. Your only remedy against unlicensed Contractois may be in civil court. -it is also important for you to understand that if an unjicmised Contractor or employee*of Chit individual or firm is injured while working on your property, you may be held liable fbi damages. -If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether'or not those':Contriciors are properly licensed and the status of their workers' compensation insurance coverage. Before a.btiilding permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the pergut. Note. -'A ' ' of the properly% owner's driver's license, form notarization, or other verification acceptab Me'is required to be presented when 'rhe pe"rmif is issued to verify the property owner's signature. Signature of property owne Date: /J Note_ The followingAuthorization Form is required to be completed by theproperty owner only when designating an agent of the property owner to applyf for a construction permit for the Owner Budder AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Noiice.to Property Owner, the execution of which I understand ism ' oiial r" the following person(s) -to act as m Age nt s to apply for st Y 7? espotusibtlity, ihereby authorize Y () PP Y , ign; and -file. the documents necessary to obtain an Owner -guilder Pemuf for my project. Scope of Constnrction Project (or Description of Work): p'�Qt�'I Wv Project Location or Address: ; /S WF_I rr' TIM Name of Authorized Agent'�{�© �71 1ZZ No Address of Authorized Agent: _ J�T�rJ� j C 1r l LA t Q I ' f I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and ce its accurac ' ofthe-owner's drivers license, form notarization, or other verification acceptable to the agency is r rr a presen ' thapermit is issued.to veri the ro Iy p perty owner's signature. Property Owner's Signator Date: �n J PGA WEST.. RESIDENTIAL ASSOCIATION, INC. City of La Quinta May 20, 2016 Community Development Department 78495 Calle Tampico La Quinta, Ca. 92253 Re: Solar System Alumawood Structures This is to confirm that the PGA WEST Residential Association, Inc has authorized Stephen Herthel, as an employee of The Association, to sign the "Owner Builder Declaration" and Permit Application on behalf of The Association as our representative. The PGA WEST Residential Association, Inc. is the owner of the property and the work is being done by employees of The Association. The Association provides Workers' Compensation insurance for all workers in the performance of their work. Your consideration of this information is appreciated. Respectful) Richard J. Moore, President, Board of Directors PGA WEST Residential Association, Inc. 40 CAMPBELL ; " f20- • Exp: . mz •, CIVIL �Ho.•t 841 R PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. • 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH = 110 MPH. 0.6 TMOMAS IRAYWHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CA�:1171jE)1 ' CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL 'T•Cs•(P`/` AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND 130 MPH SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmittaK5-21-14 A 4.dwg, 8/25/2014 2:13:27 PM, CutePDF Writer, DESIGN REQUIREMENTS: RESIDENT IALIAPPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) ADDITIONAL DESIGN REQUIREMENTS 11 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S9= 1.50, S, = 0.6, S o9= 1.0, S of 0.50 RESPONSE MODIFICATION FACTOR, R:1.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. WIND SPEED CONVERSION TABLE: CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: 155m I F,Ic4 ►tie t�M l:?; 1513 WIND SPEED & EXPOSURE: I Io VA Pdyl ROOF / SNOW LOAD: SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION CITY OF ' n Lh Q n ^ IT /� A ' r I V T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES BUILDING &SAFETY DEPT. 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES APPROVED 3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN FOR CONSTRUCTION 5 ............MINIMUM FASTENERS 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL EAAITFS BY 7 ............HEADER BEAM TYPES, COLUMN / POST TYPES 8 ............EXISTING EAVE CONNECTION DETAILS 9 ............HANGER CHANNELS AND MOUNTING BRACKETS 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS 15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH 18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH 21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH 24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH 28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 34-36 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH 1 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH 1 39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH 41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH 43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH 45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH 47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS 48 ...........SNOW DRIFT DESIGN 49 ...........SPAN REDUCTION FACTOR TABLES 0 z .0: z Z z o W ,y w a W ^ 0 j N U < ceF-z w0 om a w j 2 I U U Q U 2 J Z Q r0� X w 2 U W LL'rr O z N J JQ f W r ww o0 E N E C3 v LL v q U) Q�Wo, W �_ '- F-UUA >- w 0 c0� LLI< 02z� L) D o_j0 n.ow� 10 No. 037948 EXP. 03/31/ `�• H0.4r1S I. ` _� CAMPBELL - -n ExpC�IVIL4 �c '�a �f 8r11A TMOt M TRAY CNAPSELL ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmittaN5-21-14 A 5.dwg, 8/27/201411:35:45 AM, CutePDF Writer, SOLID PANEL STRUCTURES ROOF OVERHANG, ATTACHMENT ROOF OVERHANG, o ATTACHMENT SEE DETAIL A, B 8 C, OR WOOD, OR CFNGT SEE DETAIL ROOF PANEL SEE TABLES A, B & C, SHEET 8 FNGTy OR WOOD, OR CONCRETE w ci a r ROOF PANEL SEE TABLES qNp OF STj2VCT SHEET 4 FOR ROOF ANp Sygt Np TR(/CTVR WALL SEE Lu w N SHEET 4 FOR ROOF PANELSUPPORTING SHEET 8 SH WALL SEES ARIFS SHEET 8 TyF pNRO 8 CFSg VA MIN. 0.25" PANELSUPPORTING SLOPE PER FT. TNF pR0 TOSS � SHEET 8 U N WALL TIO yAN ± WALOL HANGER & BEAM. �FS N HANGER & BEAM. N U a O.H. SPAN O.H. ¢ a a "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% a3Fz w o 0 OF ROOF PANELvi ALLOWABLE SPAN OF ROOF PANEL ALLOWABLE SPAN m c� a o 0 SEE DETAIL 11, SHEET 12 J� a SEE DETAIL 11, SHEET 12 FOR SPLICE.gM eFANDATORY o a Z FOR MANDATORY SPLICE. SPLICE AT POoSM SPAN/ SPAC/�/G BEAM - SEE TABLES NO BEAM SPLICE AT POST SpgN/ AC//yG BEAM -SEE TABLES F W NO BEAM EXTERIOR POSTS. SFF Tqe = EXTERIOR POSTS. SFF Tqe CFS FOR POST SPACING = CFS o POSTS, SIZE VARIES O•y N ?5� POSTS, SIZE VARIES EXC NOT Tp 25/ N U SEE SHT. 11 FOR MINIMUM OFQO FkCFF iv SEE SHT. 11 FOR MINIMUM REQUIRED COLUMNS OF&E ALLOWABLE NUMBER OF REQUIRED COLUMNS�44ALLOWABCF NUMBER OF SPAN Sp a a 3 1/2" SLAB ATTACHMENT 3 1/2" SLAB ATTACHMENT o� MAY BE USED WHERE PERMITTED. NOTE: NO SPLICE AT EX [OR POSTS MAY BE USED WHERE PERMITTED. c SEE TABLES SEE TABLES if Z NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT IS INTER- o FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE TABLES CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. w o _ SEE TABLES TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION JN W Luz -- cc ¢F ow 1 ROOF PANEL SEE TABLES SHEET 4 ORATTAOOF PA EL CFNGTy CFNGTy OFSTRUC I TURF ROOF PANEL SEE TABLES MIN. 0.25" SLOPE ROOF PANEL OFSTRUCT uRE SUPPORTING BEAM. O.H. V ARIFs SHEET 4 FOR TO PER FT. O.H. VA RIFS g y ATTACHMENT SUPPORTING BEAM.— > N m 9112 O.H. SPpN O.H. SPA LL o . SPAN v2i � ° "O.H." NOT TO EXCEED 25% OF ROOF PANEL E "O. H." NOT TO EXCEED 25% OF ROOF PANEL a ? w ° w ALLOWABLE SPAN I ALLOWABLE SPAN J� i N SEE DETAIL 11, SHEET 12 SEA SEE DETAIL 11, SHEET 12 ✓ e SP L a FOR MANDATORY SPLICE. NO BEAM SPLICE AT Sp POST BEAM - SEE TABLES FOR MANDATORY SPLICE. NO BEAM SPLICE AT p�M OSTSP C// BEAM -SEE TABLES > w N a EXTERIOR POSTS. SpgN/ SFF Tqe AC/ry/G FOR POST SPACING = I EXTERIOR POSTS. S FF TgeCFS NG FOR POST SPACING = N O POSTS, SIZE VARIES( CFS NO TTO POSTS, SIZE VARIES Oy NOTT g N a o m z a 3 1/2" SLAB At oWIt q�CFo MAYBE USED SPAN OFB ° MAY BE USED ACC O A4 W SCESpAN TO CONSTRAIN FOOTING, SEE TO CONSTRAIN FOOTING, SEE III ui o W.. m N Z o TABLES 1 TABLES 3 W w w I % QN KQUW o N FOOTINGS ` FOOTINGS . SEE TABLES ! NOTE: EACH COMPONENT IS INTER- I SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER c" v COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. u - Iui o: w ~ TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION a = ` Q co ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmittaN5-21-14 A 5.dwg, 8/27/201411:35:45 AM, CutePDF Writer, No. C37M EXP. 03/31/% ' h10 .t1S I. CAMPBELL �•:O EkP: 12 1 , - �► CIVIL a 11tnMO .'841 k 11.10M.AS TRAY ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21 .y,vlumvlY 1 Id/.0 MIVI, VUWVUV rvmcl, OPEN LATTICE STRUCTURES RAFTER, SEE TABLES WALL LEDGER OR z 1cr 1, w ROOF OVERHANG, i SEE DETAIL A,B & C z Z HG �/ WALL LEDGER OR/�/N�, <OING SHEET 8. - 7w ROOF OVERHANG, o til OF RAFTER O.H. \ SEE DETAIL A,B 8 C, SHEET 8. Q X25% ALLOWABLE q��OSo�OIiFR SPAN \ RAFTER, SEE TABLES O N w ¢ @� 'h G MAX. O.H. O.H Q v FSp� 25% OF RAFTER ?S ALLOWABLEz a ZZ o OV SPAN pOsFRhgt w o TSp a w G q�/Nc g¢U <0 Q U MANDATORY BEAM SPICE - SEE g. Z DETAIL 11, SHEET 12 G. 0 a ~ NO BEAM SPLICE AT \ f� 60 ?q F It EXTERIOR POSTS �0 Mw lJ OI/F f LENGTH OF STRUCTURE VARIES _ R/L91 yC g W BEAM v MANDATORY SPICE - SEE DETAIL 11, _ (V w L) = SHEET 12 (( Off' POST WITH SIDE PLATES NO BEAM SPLICE AT Ofib ?q POST"n SEE SHT. 11 FOR MINIMUM EXTERIOR POSTS N OV aa Sp NUMBER OF REQUIR COLUMNS T,y@� �yG LENGTH OF STRUCTURE VARIESc' I II II �I N o S @ 3 1/2• SLAB ATTACHMENT °O E9tij MAY BE USED WHERE p @E9yj OST Sp POST WITH SIDE PLA E a N NOTE: EACH COMPONENT IS INTER- SF TSpq °qy� PERMITTED. `SEPT OqC � SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED N o CHANGEABLE WITH FTq@�FNG ! SEE TABLES q@SFS G COLUMNS o ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- Oo �M 11 z NOTE: OPEN STRUCTURE SEE TABLES CHANGEABLE WITH ANY OTHERST Sp SFFTq@�F 3 1/2" SLAB ATTACHMENT BE WHERE ; OMAY O MAY NOT BE O COVTHIS ERED. COMPONTENT UNLESS OTHERWISE SHOWN. G� 1 J NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEEITABLESD MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE W F_U F � gU WK a0 O RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. O.H. 2 , 25% OF RAFTER O.H. S 11 RAFTER, SEE TABLE FOR 8 ALLOWABLE �Oppp AND SPACING m . OV SPAN `S7 S FRy MAX. O.H. 25% OF RAFTER O H LL 0 @1 qp 'Nc 'tic y/ ALLOWABLE ?SoQFq l.- SPAN m 0 Q1, p �C OST RygN a w Spq�/tic w N r o N p U)0L O 10 - g LD N >�WN Fr ?Q 0Lu LENGTH OF STRUCTURE VARIES w OI.FRMM ~ S \G� QG• Lp m r ¢ = N 0 m MANDATORY BEAM SPICE - SEEG app O�R/� DETAIL SHEET 12 M NO BEAM SPLICE AT SOS POST CROSSSECTIO SEE POST DETAI LENGTH OF STRUCTURE VARIES .' EXTERIOR POSTS SFF TSp Tq@(FS �G MANDATORY BEAM SPICE - SEE w w 3 1/2" SLAB MAY BE USED DETAIL 11, SHEET 12 NO BEAM SPLICE AT pOS SFFTg POST CR SS -SECTION, SEE POST DETAIL, o w r `�' p m NENT IS TER- EACH OANY TO CONSINXTERIOR EE EPOSTS �c CHANGEABLE WITHNOTE: OTHER SFF TSp I FOOTING, 31/2• SLABa > COMPONTENT UNLESS OTHERWISE SHOWN. Tq@��Stic TABLES p �� N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE NOTE: EACH COMPONENT IS INTER- CHANGEABLE QST SFFT SpgO TMAY O CONSUSEDTRAIN ; SEE MAY NOT BE COVERED. WITH ANY OTHER TABLESG, FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES # U - MAY NOT BE COVERED. 0• O W N TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE O ly 0. cn ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21 .y,vlumvlY 1 Id/.0 MIVI, VUWVUV rvmcl, r . CHo AMPBELL z Exp: "c CIVIL 1t,1, 0:184'A THOMAS TRAY QWPSELL 24" TRI "V" PAN SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 6"/ 8"x 2 Y2" FLAT PAN to 09R (I.S.)---" ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 1 25 30 40 50 24" TRI -"V" PAN 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 - 24"x2Y2"x0.024" 0.90 PANEL"T" 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .018 8'-2" 7'-5" 12'-3" 12'-3" 12'-3" 12,_3" 12,_3" 12'_3" 10 .024 104' 9'-9" 9'-9" 9'-2" 9'-3" 8'-7- 14' 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" F032 12'$" 12'-1" 12'-1" 11'-2" 11'-3" 10'$" 8'-4" 8'-4" 8'-4" 8'-4" 8'4" 8'-4" .018 7'-9" 7'-5" 7'-5" 7'-2" 7'-2" 6'-10" 10'-1" 10'-1" 10'-1" 1" 10'-1" 10'-1" 10'-1" 20 .024 8'-1" 7'-9" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" .032 10'-9" 10' 3" 10' 4" 9'$" 9'-9" 9'-9" T-3" 7'-3" 7'-3" 7-3" 7-3" 7- 3" .018 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 25 .024 S'-8" 8'4" 8'-5" B'-1" 8'-1" 7'-9" 9'$" 9'$" 9'$" 9'$" 9'$" 9'$" .032 10'$" 10'-2" 10'-2" 9'-7" 9'$" 9'-2" 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6'-T .018 7'-3" 7'-0" 7'-0" 6'-9" 6'-10" 6'-7" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 30 .024 8'-3" 8'-0" 8'-0" 7'-9" T-9° T-5" 91_1" 9,_1„ 9, 1" 9,_1" 9,_1" 9,_1" .032 9'$" 9'-6" 9'-1" 9'-2" 8'-10" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 1 25 30 40 50 12"x3Yz"x0.020" - 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 - 24"x2Y2"x0.024" 0.90 0.88 0.70 0.65 24"x2Y"x0.032" 0.90 0.88 (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0 w w .z U 5 r Z Z o W N � � v W ^ a U j 'n U�a U) q U a ¢ a Z z JW W O QQ m m U ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL f ¢ o o 12" x 3 1/2" W PANEL U z z 8° x 2 Yz" FLAT PAN �* 6" x 2 Yz" FLAT PAN < z N 120 SPAN 130 SPAN 0 LUSL P ON,L"T EXP.B 110 PH S EXP.0 EXP.B 120 PH SPAN 130 EXP.0 EXP.B PHEXP.0 LUSL SPAN P (IN.) 110 EXP.B PH SPAN 1 120 EXP.0 EXP.B PH SPAN 130 EXP.0 EXP.B PHEXP.0 LUSL P N )L� EXP.B 110 PH S C EXP.B PH EXP C EXP.B PJ -7f O 020 (1) 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 020 12'$" 12'$" 12'$" 12'$" 12' 6" 12'$" 020 14 -7" 14 -7" 14'7" 14'-7" 14 _7" o 12'-0" 11'-1" 11'-2" 10'-7" 10'-7" � 9'-11° 10'-10" 10'-1" 10'-3" 9' 6" 9'-7" 9'-0° 12'$" 12'-0" 12'-0" 11'-0° 11' 6" 15'-3" 15'-3" 15'-3" 15'$" 15'-3" 15'-3" 024 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 024 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" .024 13'-2" 12'-7" 12'$" 11'-10" 12'-0" 10 12'-1" 11'x" 11'$" 10'-9" 10'-10" 10'-1" 10 14'-2" 13'13" 13' 4" 12'$" 10 1T-7" 1T-7" 1T-7" 1T-7" 1T-7" 1T-7" 032 15 7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 032 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" a a .032 15'$" 14'-9" 14'-9" 14'-0" 14'-1" 13'-3" 14'-1" 13'-1" 13'-4" 12' 4" 12'$" 12'-0" 16'-2" 15'$" 15'-9" 15'-0" 15'-1" 14'-3" o 19'-7" 19'-7" 19'-7" 19'-7" 19'-7" 19'-7" 040 1 T-7" 1 T-7" 1 T-7" 1 T-7" 1 T-7" 1 T-7" 040 19' 4" 19'x" 19' 4" 19' j" 19'x" 19'x" M N 040 N O 1 T-7" 16'$" 16'-9" 15'-9" 16'-0" 15'-0" 15'-7" 14'-10° 14'-10" 14'-1" 14'-2" 13'x" 1 T 6" 16'-10" 1 T-0" 16'x" 16' 6" 16'-0" N 11'-0" 11'-3" 11'-3" §14'-8" 11'-3" 11'-3" 020 10'-2" 10-2° 10'2" 10 2" 10'-2" 10'-2" 020 12'-1" 12-1" 12-1" 12'-1" 12'-1" 19'-4" o 0 020 (1) " z 10'-1" 9'$" 9'$" 9'-1" 8'$" 9'-1" 8'-9" 8'-9" 8'4" 8'$" 7'-11" 10'-10" 10'-4" 10'-3" 9'-9" 9'-10" 9'-5" 0 3 a 12'$" 12'-6" 12'$" 12'-6" 12'$" 024 11'-0" 11'-4" 11'-0" 11'-4" 11'-4" 11'-4" 024 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" w o 024 11' T 10' 9" 10'-9" 10' 4" 9'-10" 20 10 V 9$" 9 9" 9-3° 9 5" 8 11" 20 12'-2" 11'$" 11'$" 11'-2° 11'-3" 10'-7" _ 20 14'$" 14'$" 14'$" 14'$" 14'$" .032 13 -0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" .03215'$" 15'-6" 15'$" 15'-6" 15'-6" 15'$" 03213'-3" 12'-9" 12'-9" 12'-4" 11'-7" 11'-10" 11'4" 11'$" 11'-0" 11'-0" 10'$" 14'-2" 13'-9" 13'-7" 13'-0" 13'-1" 12'$" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 040 14'-6" 14'-6" 14,_6n 14'-6" 14'$" 14'$" 16'$" 16'$" 16'$" 16'$" 16'$" .040 f .040 > 7d 15'-1" 14'-7" 14'-7" 13'$" 14'-1" 13'-2" 13'-6" 12'-10" 13'-0" 12'x" 12'$" 11'-1Qr16$" 15'-2" 15'-2" 14'-10" 14'-10" 14'-3" F 11'-1" 11'-1" 020 9-9" 9' 9" 9'-9" 9'-9" 9'-9" 9'-9" 'T �'� .020 10'x" 10'x" 10' 4" 10'x" 10' 4" 10' 4" a .020(l) g•_10^ g _3^ g'_5" 8'-11" 9'-0" 8'$" 8'-11" 8'$" 8'$" 8'-3" 8'-3" 7'-10" 10'$" 10'-1" 10'-3" 9'$" 9'-9" 9'�" y w 12'-0" - 12'" 12'" - 12'" 12"' "9 9 10" 10' 4" 10'" 11'1" 11'1" z12'-0" '" '"3'" .024 aa 3024 911" 9'-7" 9'-7"049-2" 9'-480 1$- - 0 25 107" 102 -0 25 z5 �� aa 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" .032 11'-4" 11'-4" 11'-4" 11'-0" 11'x" 11'-4"jj� 12'-1" (�1,2'-1" 12'-1" 12'-1" 12,_1" 12•_1" .032 12'$" 12'-2" 12'-3" 11 6" 11'-10" 11'-3" 11'-3" 10'-9" 10'-10" 10' " s14 1" 13'-7" 13'$" 13'-1" 13'-2" 12'x" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 040 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" M 040 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 8 040 15'-0" 14' 4" 14'-2" 13'-7° 13'$" 13'-0" 13'-3" 12'-9" 12'-9" 12'-3" 12'-0" 11'-9x 15' 4" 15'-1" 15'-1" 14'$" 14'-9" 14'-1" N .020-0) 10' 6" 10'6" 10'$" 1�0'-Tl10'$" 020 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 020 9 _g" 9'-9" F10-4 9'-9" 9'-9" 9'-9"9'-2" 8'-9" 8.11" 8'-2" 8'-5" 8'-1" 8'-1" 7'-9" 7'-10" 7'$" 9'-11" 9'-7" 9'-2" 9'4" LL vC� o= 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 024 9 -9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'-4" 10'-4" 10'-4" 10'-4" 10'-4" U z o2a oza U30 10'$ 10'-1"10'-2" 9'7" 9-9 , 9'-2" 30 9'$" 91" 9'-2" 810" 811" 8'�" 30 10'-9"10'10'$ 9'-11"U12'$" 12'$" 12'-6" 12'16" 12'-0" 12'-6" 032 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 032 11'-4" 11'-4" 11-4 11'-4" 11'4" 114" } o y 032 12' 6" 12'-1" 11'-10" 11' 6" 11' 6" 11'-1" 11'-1" 10'$" 10'-9" 10' 4" 1013" 10'-0" 13'-2" 12'$" 13'-0° 12'$" 12'-7" 11'-10 co O w 13'-4" 13'4" 13'-4" 13'-4" 13'-4" 13'-4" .040 F11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" w �a a 04p 040 O z 13'-0" 13'-3" 12' 6" 12'-7" 12'-2" 12'-2" 11'$" 11'-9" 11'-3" 14'-9" 14'$" 14'-7" 14'-1" 14'-1" 13'-7" U a O a -a 9' V 9' 1" 9, 1" 9' 1" 9, 1" 9' 1" 8'-4" 8'-4" 8,-4" 8'-4" 8'-4" 8'�" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9,-0" r 2g m m .020(l) 020 .020 Q r m 8'-3" 8'-1" 8'-1" 7'-10" 7'-10" 7'-6" 7'$" 7'$" 7'$" 7'-3" 7'-2" 6'-11" 9'-1" 8'-10" 8.10" 8'-7" 8'$" 8'-1" a o m 10'-3" 1�0'-Xl10'-3" 10'-3" 10'3" 024 9 -0" 9 " !!l " 9 -0" 9 " 9 "024 9 $" 9 $" 9 -6" 9 -6" 9 $" 9 $ w .0249'-5" 8'-10" 8'-10" 8'-7" 40 8'$" 8'-3" 8-3 8'-0" 8'-1" 7'-10" 10'-2" 9'-10" 9'-10" 9'-7" 9'$" 9'-3" cr 40 11'4" 11'-4" 11'-0" 11'-4" 11'-4" 11'4" 032 9-9" 9'-9" 9'-9" 9'�9-r9'-7' 9'-9" 12'-1" li'-9" 13'-9" 12' 4" 12' 6" 13'-1" z e 032.032 w N z } 11'$" 11'-1" 11'-0" 10'-7" 10'$" 10'-3" 10'-2" 9'-10" 9'-10" 9'-3" 10'-3" 10'-1" 10'-1" 9'-10" 9'-10" 9'-8" ym N z m 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 040 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" .040 11 -2" 11 2" 1:�l�2" 11 -2" 11 -2" 11 -2"z�iu w040 12'12'12' 4" 12'-1" 12'-1 11'$" 11'$" 11-2 11-2" 10'$ 10'-10" 10'$" 13'-9" 13x 13'-0" 13'-1" 12'-7" o oa N 020 (1) 8,_2" ' 8'-2" 8'-2" 8'-2" 8•_2" 8'-2-,,l020 7'_5" 7'-5" 7'-5" T-5" 7'-5" T-5" 020 8'-3" 8'-3" ' 8'-3" 8'-3" 8'-3" 8'-3" 6'-11" , 6'-9" 6'-5" 6'-5" 6'-5" 6'-3" 6'-3" 6'-1" 7'$" T-7" 7'$" T 5" 024 9'2" 9 2" 9 2" 9-2- 9 2" 9 2" 024 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 024 81-9 8 -9" 8 -9" 8'-9" 8'-9" 8'-9" u_ 8 -0" 7 -10" 7 -10" 7 $" 7 $" 7 $" 50 7 4" 7 3 7 -3" 7--l' T-0" 6 11 " 50 8 9" 8 7" 8 7" 8'-5- 8'-4- 8--l' O so 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 032 91-1" 9 -1" 91-1. 9 -1" 91 -1" 9 1" 032 9 $" 91-8" 9'-8" 191-8" 9 $" j0'-4" O w .032 9'-7" 9'-7" 9'-7" 9'-3" 9'-5" 8'-11" 8'-9" 8'-7" 8'$" 8'-5" 8' 4" 8'-3" 10'x" 10'-1" 10'-1"a = 11'-3" 11'-3" 11'-3" 11'-0" 11' 3" 11'-3" 040 9 9° 9 9" 9 9" 9 9" 9 9" 9 9" 040 10' 4" 10'-0" 10'x" 10'x" 10' 4" Q .040 11'-0" 10'-10" 10'-10" 10'-7" 10'$" 10'-4" 9'-10" 9'-9" 9'-9" 9'-5" 9'-7" 9'-2" 11'-10" 11'-7" 11'-9" 11' 6" 11'$" ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/201411:39:36 AM, CutePDF Writer, I +� No. C37948 n\ EXP. 03(31( f Eio AS I. .� CA rtPBELL • O Exp.�z+ CIVIL c Ho.184�� THO.kilA3 lRAv ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:38:52 AM, CutePDF Writer, E N E CD m i 'O IUi U C � p m Uy a?U�w� W � U V }rya Lu a. O�Zo U JaN OQ�o (Lom� w w za wow m N z m Z Z W di lL y aaL)iul aorncr MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER - FOR ATTACHED AND FREESTANDING SOLID COVERS Z TABLE 1 TABLE 2 TABLE 3 ir W Z (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH z=, 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS o e Q NUMBER OF N0.14 TEK OR SMS SCREWS NUMBER OF NO. TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS } N1 a a a a PER FOOT OF BEAM LENGTH � � PER FOOT OF WALL HANGER AND BEAM LENGTH F5 I=., PER FOOT OF BEAM LENGTH -i W o �❑ 5 3 a.55 6 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 0 Z$ J Z 1 5 1 1 1 1 2 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 5 1 1 1 1 1 1 w 0 6 1 1 1 2 2 2 6' 1 1 1 1 1 2 61 1 1 1 1 1 1 2 2 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 1 7 1 1 2 2 2 7' 1 1 1 2 2 2 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 2 2 7' 1 1 1 1 1 2 LL 1 g 2 2 2 2 8 1 1 2 2 2 2 8' 1 1 1 1 1 1 2 2 2 3 3 :2] 2 2 2 2 3 3 1 1 1 2 1 2 00 91 2 2 2 2 2 91 1 2 2 2 2 2 9' 1 1 1 1 1 1 o 2 3 3 3 3 2 2 2 3 3 3 1 1 1 2 2 2 0; ..Z 10 ' 2 2 2 2 3 10' 1 2 2 2 2 2 10' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 a� W 1 11 2 2 2 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2 > V J= 3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2 12 2 2 3 3 3 3 12'2 2 2 2 2 3 12' 1 1 1 1 1 2 3 3 3 4 4 5 2 3 3 3 2 4 2 2 2 2 2 2 13' 2 2 2 �4�' 3 13' 2 2 2 3 3 3 13' 1 1 1 1 1 2 3 4 4 4 5 2 3 3 3 3 4 2 2 2 2 2 2 LL Z FOOTNOTE: "SAMPLE" LL Z FIGURE INDICATES ATTACHED � FIGURE INDICATES FREESTANDING ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:38:52 AM, CutePDF Writer, E N E CD m i 'O IUi U C � p m Uy a?U�w� W � U V }rya Lu a. O�Zo U JaN OQ�o (Lom� w w za wow m N z m Z Z W di lL y aaL)iul aorncr r ....•+meq Ha .itis t, F CAMPBELL n :z Exp: IZ I+ • m CIVIL THOMAS RAY CAMPBELL . HEADER BEAM TYPES. 1.52" GUTTER" " EXT. CLIP 0.375" �619" I SPLICE I T=12 GA. INSERT 7=0.125' WHERE ASTM SS WHERE ALUM. SPLICE OCCURS-� i GRADES G60� 3.0" OCCURS ALLOY WHEREF I \V' ALLOY SPLICE17,11 OCCURS I .032" 606376 6.5" 2.57" WHERE I 4.6" ALUM. 6.656" 7.0" 0.73" OCCURS4.0"0.110" 0.075'3.0" TYR 0.065" I ITYP. TYP. 1 I TYP. i I I�3.0"-moi 6.5" ROLLFORM A GUTTER FASCIA ALUM. ALLOY 3004-H36 3.0" MAX. n DBL. 2"x6.5"x0.042" B MAG BEAM ALUM. ALLOY 6063-T6 �J ALUM. ALLOY 3004-H36 OR EQUAL J DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL 4.0" MAX. T=12 OR 14 GA. ASTM A653 SS GRADE 50 G60 .042"_ DBL. 3"x8"x0.042" BEAM �M.W/ DBL. 14 GA. STL. INSERT ALLOY 3004-H36 OR EQUAL DBL. 3x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. ThinkPad\Duralum\IAPMO 0195\5-21-14 SubmittaN5-21-14 A 5.dwg, 8/27/201411:41:38 AM, CutePDF Writer, C 4" I -BEAM ALUM. ALLOY K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL D 4.5" MAG GUTTER ALUM. ALLOY I QL. 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 �I 1.00" I► - 040" ALUM. .048" STEEL 3.0" 3.0" 28" I LU j ALUM. B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. 3" SQ. ALUM. POST C ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 T=12 OR 14 GA. 7.875"ASTM A653 SS GRADE: G60 0.625" 3"x8"0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM N W/ 12 G. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES n me" 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 7" I -BEAM F ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: " WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"I -BEAM. 0.075" TYP 3.0" E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. G) =3"SQ.xt=0.188" )=3"SQ.xt=0.313" j ) =4"SQ.xt-0.188" K )=4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B O w z U o r ZZ o W N Lu a Lu ^ U j ca o U .65 z z J W O W � Q CL w j Q 00 J QZQ OF U K w w 0 U wa. as of �o o 00 t+f N N � N O N � D n z Q3 ow J F, WO >_ J E 8 E N � rl) LL Uv U 0 m U U� Q y w rn w��"' 2U 0) c') < OOui. LL. LLI � CL W N Ouzo U aN. 0�� a0m� c� w za Lu Lu mNZj3 z NIL W KQUu1 oom� # LL O w 2 w a U) N0. C37948 EXP. 031310 •". hf0, `AS.I. CA`11GE,LfL •;0 Exp: CIVIL �'Vo •1841"..x'' TMC.IA.S TRAY CA;.dFBEU. . OF ThinkPad\Duralum\IAPMO 0195\5-21-14 Submitt EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE SEE TABLE 2 FASTENERS, SEE TABLE 3 — R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET ALUM. PANEL 2X OR—/ \ 3x ALUM. RAFTER EXIST. FASCIA BOARD ALLOWABLE PROJ. _EXISTING EE TO BEAM OVERHAN( SEE TABLE 1 (24" MAX.) &--EAVE CONNECTION EXISTING ROOF OVERHANG DESIGN LOADS: ROL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, & 50 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. TABLE 1 NOTE: WHERE COVER CONSTRUCTION INCLUDES DETAIL A OR B, SITESPECIFIC ENGINEERING IS REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS OCCUR: LEDGER OR WALL HANGER WITH FASTENEF PER TABLES 3 & EXIST. RAFTERS AT 24" O.C. AT ROOF 1^ OVERHANG 2X FULL DEPTH 9 WOOD SCAB, 1. WHERE OCCURS, SEE TABLE 2 2x WOOD STUD OR CONCRETE WALL rQ--'\_WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6 Y2° MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2'x6 Y2" OR 3"x8" ALUMINUM SECTIONS. 3/16" STEEL NOTE: BRACKET CAN BE LOCATED 8" 0 1/4"0 HOLES,TYP. ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP• BRACKET PROTECTION, METAL FLASHING AT EVERY 2x CAUCK JOINTS AND SLOPE 8' O O TO DRAIN (OPTIONAL) O EXISTING EAVE ALLOWABLE PROJ. TO BEAM P(3)_#14x3 RHANG SEE TABLE 1 1 114 MAX.) 2x6 OR 2x8 LEDGER ER 1/2" W.S NOTE: PLACE "SIKA FLEX" OR SIMILAR J NOTE: BRACKET MAYBE MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTION'S. %;:--\ ALTERNATE EAVE CONNECTION - NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psf MAXIMUM DESIGN LOAD. TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION DESIGN (E) WALL COVER LOADS OPENING PROJECTION 10, 20 psf > 8' > 18' 30, 40 & 50 psf > 6' > 14' 2x WOOD STUD OR CONCRETE WALL rQ--'\_WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6 Y2° MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2'x6 Y2" OR 3"x8" ALUMINUM SECTIONS. 3/16" STEEL NOTE: BRACKET CAN BE LOCATED 8" 0 1/4"0 HOLES,TYP. ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP• BRACKET PROTECTION, METAL FLASHING AT EVERY 2x CAUCK JOINTS AND SLOPE 8' O O TO DRAIN (OPTIONAL) O EXISTING EAVE ALLOWABLE PROJ. TO BEAM P(3)_#14x3 RHANG SEE TABLE 1 1 114 MAX.) 2x6 OR 2x8 LEDGER ER 1/2" W.S NOTE: PLACE "SIKA FLEX" OR SIMILAR J NOTE: BRACKET MAYBE MATERIAL BETWEEN BRACKET AND COMP. MOUNTED BELOW RAFTER SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTION'S. %;:--\ ALTERNATE EAVE CONNECTION - NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psf MAXIMUM DESIGN LOAD. TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION 26'-0" 26'-0" 26'-0" (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL WIND SPEED (MPH) AND EXPOSURE 110,13 110,C 120, B 120, C 130, B 130, C 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" Q = 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" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" o m 3:(EXP. WIND SPEED B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26-0" 110 120 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 2" x 4" FULL 26'-0" 26'-0" 1 26'-0" 25'-2" 25'-4" 20'-7" 7. (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2,x6, FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x8" FULL 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (E) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) I (B) (B) (B) (B) (B) (B) 25 2"x6" FULL OR 2"x8 NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING (D) (D) (E) 2"x8" FULL ORAND 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (C) 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (D) (C) - (2) Y," DIAMETER LAG SCEWS (D) - 6/" DIAMETER LAG SCREW (E) - 3/4' DIAMETER LAG SCREW (E) (E) (E) (E) (E) 2"x8" FULL CH 2"x10" NOTCHED 2" x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 30 2 x6 FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" ? o m § N � o COVER NUMBER AND TYPE11 LUSL OF FASTENERS z 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 OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0"]15'-6" WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 402"x8" 2" x 4" FULL 11'-7' 11'-7" 11'-7" 11 -7" 11'-7" 50 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6"' 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x6" FULL OR NOTCHED 19'-6' 19'-6” 19'-6 19'-6" ,-„5' 19 6 c. WHERE ROOF PANEL RAIL OCCURS, (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6, (C) (C) (C) .(C) (C) (C) (C) (C) (C) (D) (D) (D) . (D) (D) (D) (D) (D) (D) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2" x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 50 2x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL CH 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12 , F (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) w w w z Z z o W n, w A O� N N U aQ< z z JW O wco 2Q w U 0 0 U Q U o ¢ z w w 2 0 U 20Y2' LL yx 'ABLE 4 a,b ANCHORS INSTALLED 0. o INTO CONCRETE WALLS o 0 WITH 6 -INCH MIN.THICKNESS o 25 J N � o COVER NUMBER AND TYPE11 LUSL OF FASTENERS z 10 Y2 0 SIMPSON STRONG -BOLT 2 SS O IV j p AT 48" O.C.(a,b) = _ 20Y2' 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) J O Q 25 J Y2" 0 SIMPSON STRONG -BOLT 2 SS W_ o AT 48" O.C. (a,b) C o W� U W 30 Y2" 0 SIMPSON STRONG -BOLT 2 SS z z AT 36" O.C.(a,b) N U 40Y2" 0 SIMPSON STRONG -BOLT 2 SS AT 36" O.C.(a,b) E 8 50 Y2" 0 SIMPSON STRONG -BOLT 2 SS N j AT 24" O.C.(a,b) a v' LL U C� yUcy Q Z w m (10 FOOTNOTES TO TABLES 3 & 4: w }5N< a. EMBED ANCHOR 3" MINIMUM INTO cn 0 " CONCRETE WALL AND INSTALL IN > a w N ACCORDANCE WITH ESR -3037 ° ? a b. USE 3" SQ.XY4" STAINLESS STEEL ° WASHER WHEN INSTALLING NEW Z) a. o" WOOD LEDGER AGAINST EXISTING CONCRETE WALL. w t_u c. WHERE ROOF PANEL RAIL OCCURS, z a USE Y2'" DIAMETER LAG SCREW IN ° � z LIEU OF (2) Y4" DIAMETER LAG m N Z m z � j W SCREWS. H <> QLl W oowcr 0)v C, LL O w co r i w • HQ .ir1S,l. '• F CAid P5ELL n Exp: ' m CIVIL THOLIAS IRAY CAP08ELL ' HANGER CHANNELS AND MOUNTING BRACKETS - FASTENERS, T=.060" TYP. —I Z 1 — 274 p' SEE TABLE 3, SHEET 4 t— ui FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 300" T T=.060" W z U F w ry w ALUM. 3004 -H36.060 _ -125"R 63 ",; .05 . FASTENERS 3 SHEET 8 C) 3^ 6" a a 1.54° 0 �" 7FASTENERS .010"x90" .202" FASTENERS, (2) DIA. SEE SHEET 4 0" 'j � "I co 563" 281" cl)_ - ---- 200/ "-5" SEE TABLE O ;u A 3^ 0 m U a _j Q CONTINUOUS A- RAILLn LU a w j ROOF PANEL 3 (WHERE OCCURS) 0 U 0' c° o ri SHEETS ------ 0 z m SEE TABLE 3 i I 3" 3" 2 � z .060t="FASTENERS, w SEE SHEET4 ALUM.ALLOY Y FASTENERS, SEE TABLE 3, SHEET 4 F- 0 75" 1.880" ALUM. ALLOY W 1 ALUM.ALLOY ALUM.ALLOY 2 6063-T6 -I 6063-T6 6063-T6 0 ROLL FORMED O O EXTRUDED HANGER / CONNECTION I OC I.R. HANGER "H" BRACKET ' N= NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf I o MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED < c l7 N AT ROOF LOADS EXCEEDING 30 psf. (3) %2""O LAG SCREWS - ' - 1 1/2" 10# L.L.=(2�f14 SMS EA. SIDE 20#,25#,30# L.L.=(3)#14 SMS EA. SIDE J BEAM SPLICE TO N . o #14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE ]-)OCCUR DIRECTLY OVER 5/8"0 PLASTIC c 0 3 3 PER SIDE d I POST. NOT PERMITTED PLUG WHERE o N @ 2 -POST UNITS @ 6 SCREWS I SCREW IS INSIDE w o > 1^ _ 3/4" OR 1 1/2" I PER SIDE5-SMS J _j •5°-------- #1 MAY 2" x 6 1/2" OR __"- -- - BE- USE AS p 3" a 1 5" MIN. 3" x 8" ALUM. 3.5" 3.5" ALTERNATE TO I RAFTER 1/4"0 BOLTS — 3.5" 3.5" z m 3" 3/4" OR 1 1/2" --- - ----- - -- - - - - 8" BEAM 5" > w z a 3''x8" ALUM. -- — — — — — — — — — .5" o Q Ln HEADER U -BRACKET I ❑1 OR ❑2 I cn o a w X1^ W r r EXISTING WOOD STUD FRAMING SEE NOTES 3"X8" ALUM: (E) STUCCO X} BELOW j I 6 1/2" SIDEPLATE EA.AL_ 2Y2" (E) STUCCO 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf- I SIDE SEE POST SCHED. RAFTER 2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES 8 NOTE: LENGTH OF LAG SCREW SHALL PROVIDE wE THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM , SHEET 11 m PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. LL o b C U) O HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 N a } O= N a 1 1/2" OR 2"LATTICE 7#8 S.M.S. I #8 S.M.S. EACH SIDE ALUMINUM MEMBER WITH it > a. m N ALTERNATE 1/2" DOUBLE RAFTER- BOLT CONNECTION PLAN 2 LATTICE 1 1/2" OR 2" EXISTING SHEATHING WOOD FILL OR DBL. 3"x8"x0.042 BEAM O 2 z o U J a N NOMINAL LEDGER OR DBL. 2"x6.5"x0.032"/0.042" BEAM p ALTERNATE: E (NEW OR EXISTING) ¢ E 4-#14 S.M.S. EACH ` ¢ SEE NOTE, DETAIL B, a- 0 RAFTER TO COL. SHEET 8 0 CONNECT. (8 TOT.) 2"x6.5" OR 3"x8" RAFTER X w Z) i o o I ALTERNATE: 1/2" BOLT r o Z1°FASTNERS, ALTERNATE: I SEE TABLE 3, m SHEET8(2} > Nom #ALTERNATE: #14 S.M.S.EACH RAFTER l5/8"0 ACCESS HOLES 3 +ii w 9aE TO COLUMN CONNECTION INSTALL6-#14X3/4" � �ow0:( 3"STL.POST 24" °xLONG ) (4-TOTAL)3"x 3" SQ. POST SDS @EACH5" INSERT ATTACHED OR OR ALTERNATE: �' HEADER TO COLUMN 3"x 3"STL.POST COLUMN (2}3"x8^HEADER (2} 2x6.5" OR (2}3"x8" HEADER EXISTING (12 FASTENERS PER m v FOR FREESTANDING ALTERNATE: I 1" STUCCO OR EQUAL CONNECTION) LL (2}1/2"BOLT 3"x3"x0.024" (1) - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD O 2"x 6.5" SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER I 0 w � w DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EAITTACHM NOT DETAILER O, ADER_ DUBLE OOL-UMNEDETAIL O- O a co ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27201411:44:47 AM, CutePDF Writer, No. C37948 EXP: 03131/ ,`!Q 9Aa I• CA.-MPBELL ••0 Exp: IZ )`i ` m CIVIL �HQ.•184��' , TFiowvtS I,RAY Alki COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS ' z Z m W W zz� W ,y w W � e a� 0D a TABLE 1 TABLE 2 Q a _1 ATTACHED ONLY ATTACHED AND w STEEL POST ONLY: U "T"BRACKET @3"SQ.POST ' FOOTING &ANCHOR BOLTS FREESTANDING USE POST TYPE CDN a W W/ (4}#14 SMS EA. SIDE OF POST OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH ALTERNATE FTG. I I , i F, G. H, I, J OR K 2 M O 0 v Z °x POST POST POST TYPE B,C,D, OR E. SINGLE POSTS FOOTING SIZE EMBED, CUBE SIZE SQ. 18' DEEP ' CUBE FTG. 18" 18" SQ. 12^ i STEEL."T" BRACKET OR 9" SQ. BOLTS 1/2 DEPTH OF I i w 17•-22• CUBED (1) (2)•3/8"0 1 7/8" BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. FOOTING OR I I i 20" 21" SQ. 12" (2}3/8"0 STRONG -BOLT 2 SS SEE TABLE 1 12" MIN. BD. I 0 22" 25" SQ. 16" EA. BRACKET TO SLAB. 23' & 24' CUBED (1) (2}12.0 31/4' ^ • I _: < I ' ..: ` 9 1/2" MINIMUM DISTANCE TO 24" 28" SQ. 20" I . W 2s•-30• CUBED (2) (4}12.0 31/4^ 26" 32" SQ. 23" EDGE OF SLAB. : I ' m I ^•. 33"MINIMUM DISTANCE FROM W ~ a a 28" 35" SQ. 25" SLAB CRACK TO COLUMN. d ��,�I�I�"��Ir��' - 3r - 34• CUBED (2) (4}5/8.0 4" LL, Z o 2 30" 39" SQ. 28" (1% MIN. EMBEDMENT) U) (L ••;< 35'-39'CUBED 243/4•.•�.••••• () (4}3/4.0 • 32" 43" SQ. 30" SLAB SHALL BE IN ,Q DE TH d POURED CONCRETE ; •• 2 U) x9" LONG, 1" <' �o°;:"'.a: a Q UJI e' 00 N o 34" 47" SQ. 32" a q0 - 42' CUBED (2) (4}3/4 0 4 3/4• FROM END ` ❑ 36" 61" SQ" GOOD CONDITION FOOTING SEE TABLES a OWD OF POST o Z „ Z NOTE: BOLTS SHALL BE SIMPSON STRONG-BOLT2 SS (ICC -ES ESR -3037) 38" 55" SQ. 37" FOR SIZE 3 1/2" MIN. SEE FOOTING POURED SQUARE, SEE FTG. ¢ 3 o a 60" SQ. 39" QUARE -----J40" CONCRETE W cc IN BEAM SPAN TABLE 1) MAY USE EITHER STEEL T BRACKET OR SCHEDULE IN BEAM FOOTING _ ALTERNATE FREESTANDING BASE PLATE. 42" 64" SQ. 41" SPAN TABLES EXISTING SLAB 7 ATTACHED COVERS ONLY O POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. SQUARE POST EMBED. O INTO FOOTING "" 69" SQ. 43" W ? i CUBE FOOTING SLAB ,022 u-= J N O Q U I-Ew0 O0�w a<�u- (3)-3/4.0 BOLTS Z. 2 FOR POST TYPE F, G, H, I, J & Ko 0 m 3" OR 4" SQ. 4 INSERT ° W z 5" 16" x 0.188" ASTM A500 8 4 5" GRADE B m e STEEL o 9 LL U T.0 C_ 2 . 0 a?Wo (4} SS316 3/4"0 STRONG -BOLT 2 SS w cd N STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) > N w $ w ALUM. ALLOY 3.00" OR a 6063-T6 �� 2,40" 1.375„ 7/16"0 HOLE FOR 3/8” MB .56" 2 0 2 FLANGES INSERT TO BASE PLATE 3/16^ > U W g O�za �N a a m o o 2 1/8" APART O 75" ASTM A500 GRADE B POST INSTALL 1Y2" x 1Y" x Ye" HDG 1.125" 2.5" _ o WASHER PLATE AT ANCHORS i o •75" •75" BASE FLARES INSERT wow ��.157" 1.60 157 TYP. TO 3"WIDE EA. SIDE OF FLANGES 9" SQ. X 5/8" THK. -" `-J z iB ? o THK. BASE PLATE 3 w 1.50 TYP. USE FOR 3" OR 4" 1.75" FOR 3" POST, }--� (ASTM A500 GRADE B STEEL o w 980 0 .0901, INSTALL 1Y2" x 1Y2" x Ye" HDG STEEL POSTS 5.50" 4" WIDE FOR 4" POST 1) 4^ 6 Y2" 1 Y4" WASHER PLATE AT ANCHORS 1-7/16"0 HOLE ,n FOR 130 MPH q 2- 5/16"0 HOLES & 2-3/8" HOLES °f v NOTE: CONCRETE SLAB ANCHORS SHALL BE NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE TYP. EA. SIDE 1. WELDED STEEL BASE PLATE 0 LL o %" DIAMETER SIMPSON STRONG -BOLT 2 SS W F (ICC -ES ESR -3037) mw ALTERNATE FREESTANDING a. < ALUM "T" BRACKET C STEEL "T" BRACKET D BASE PLATE ANCHOR w ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, ,cv 14 i 1:45.56 AM, Cu[ePDF W titer, • 80—MAS I. % CAMPBELL --O ; Exp: (2 I+. mZ CIVIL �-.-410- 184 THOMAS IRAY ; CAPAFFISEiL - ThinkPad\Duralum\IAPMO 0195\5-21-14 Submitta 21-14 E 4. g, 8/26/2014 6:22:53 AM, cutenter, ATTACHED & FREESTANDING SOLID COVERS - 25 PSF SNOW LOAD - 110,120,130 MPH - EXP. B & C 3"x8"4.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"0.042" BEAM DBL. 3"x8"x0.042" BEAM L DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT W z z ATTACHED SOLID I FREESTAND/NG SOLILt } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID _ ¢ v 2 MAX.COL. r r MAx.POST FTG. MIN MAx.POST FTG. MINA MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTGL MAx.POST FfG. MIN. MAx.POST FTG. MIN. SPACING ON SLAB D _ m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) SPACING (IN.) POST SPACING (IN.) POST m ^ r, (2),(3) (SPAN) (1) TYPt SPAN �(1)� T1� (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) (SPAN) x(11 TYPE /SPAN)�+��oc O Q (n C C O 1;-2" 21'-2" 22 24 E 21'-2" 20'-8" 34 33 NU Q a 0° z 10'-4" 5' 14'-1" 14'-1" 19 21 G. 15'-9' 15'-4" 31 31 G+ 14'-3" 14'-3" 19 21 C 15'-1" 14'-8" 31 31 G 16'-6"• 16'-6" 20 22 E 16'-6" 16'-1" 32 31 G r 9-4 22 E 19'-4" 35 m v 9-0' 12'-10" 19 E 14'-4" 32 13'-1" 20 E 13'-9" 32 G 15'-1" 21 E 15'-1" 32 G r 6 12'-10 22 14:�L�32�=G 13'-1" 22 13'-6" 31 15'-1" 23 14'-8" 32 19'-4" 25 18'-10" 34 2 � 0 11'-3" 20 E 3'-4" 33 G �'2'-1" 20 E 12'-9" 32 G 14'-0" 21 E 14'-0" 33 H i 8'-0" 22 E 18'-0" 35 0 z $ s' -o" T 11'-3" 22 13'-1" 32 I 12'-1" 22 12'-6" 32 14'-0" 23 13'-8" 33 18'-0" 6'-10" 26 23 17'-7" 16'-10" 35 36 �] Z 0:5 34 J 7 -6' 8 10'-7" 20 E 2]i !JY1'2r2" 33 �H� 11'-4" 21 E 12'-0" 33 H 13'-l!—,21 E 13'-1" 12'-9" 33 H 16'-10' 26 E 16'-4" 36 10'-7" 22 33 11'-4" 23 11'-8" 33 G 13'-1 24 5'-10" 23 E 15'-115'-6" 6 336 0 9' 9'-5" 20 E 11'-10" 34 �„{ 10'-8" 21 E 11'-3" 33 H 12'-4" 22 E 12' 4" 34 H �,_0„ 9'-5" 23 11'-7" 34 10'-8" 23 11'-1" 33 12' 4" 24 12'-1" 34 15'-10 27 5' 227 E 15'-14'-8" 337 8'-118'-11" 223 11'-11'-0" 334 H O 224 E 10'-9 0-6" 334 H 11'-911 225 E 11'-9 334 (n N.P. 10' E 1o'-2" 9" 1'_6" 15'-1" 4'-4" 24 E 14'-4'4'-1" 337 '-5" 21 10'-8" 35 9'-8" 22 E 10'-3" 34 H 11'-2" 22 E 11'-2" 35 I a Lei N.P. 11' 8'-5" 23 E 10'-6" 34 I 9'-8" 24 10'-0" 34 11'-2" 25 11'-0" 35 14'-4" 28 N 13'-93,_9" 228 E 13'-9" 38 ! a� 112' 21 E 10'-2" 35 I 9'4" 22 E 9'-10" 35 1 10'-9" 23 E 10'-910'-6" 335 N.P. 8'-0" 24 9'-8" 35 9'-4" 25 9'-7" 34 H 10'-9" 26 13'-6" 38 o oil ATTACHED SOLID FREESTANDING S� 3:0 ai ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. < _ MAx.POST FrG. MIN. MAx.POST FTG. i wrIbDc ob MIN. m MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. ^= SPACING SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST 3 TYPE LL ON (SPAN) TYPE (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) C (2), (3) F (1) (1) C 14'-1" 20 15'-9" 31 14'-3" 20 C 15'-1" 31 G 16'-0" 21 E 16'-615'-7" 332 G 1 225 E 21'-23' 334 H 2322'-10" 226 E 23'-22'-0" 335 � 5, O 10,-4„ 5, 13'-10 21 �' 15'-0" 32 G 14'-1" 23 14'-3" 31 16'-3" 24 19'-10 1" �, 8 3 in N 12'-10" 20 E 14'-4" 32 13'-1" 20 E 13'-9" 32 G 15'-1" 21 E 15'-1" 32 G 9'-4" 23 E 19'-4" 35 1 21'-2" 24 E 21'-2" 35 I 6 C, w W ' z r 9'-0" 6' 12'-1" 22 C 13'-8" 31 G 12'-10" 23 13'-1" 31 14'-10" 24 14'-3" 32 H 18'-2" 26 18'-4" 34 H 20'-10" 27 20'-1" 35 vo a of 11'-311-- 222 13' 4 3 12'-11'-10" 224 12'9" 332 G 14'-01.3'-9" 225 E 14'-013'-3" 333 H 8'-0 6 227 E 18'-0 335 I 19'-819 228 E 19-8 336 K 7, N a LL 8,_0„ 7, E 2 -8" 32 C7 E 1" H -9" 17'-l" �" a 7" I 10'-7" 21 12'-7" 33 11'-4" 21 E 12'-0" 33 H 13'-1" 22 E 13'-1" 34 H 6'-10" 24 E 16'-116'-0" 335 K 1518'-2' 229 E 18'-4" 336 K `~8' J T-6" 8' 10'-6" 22 E 1'-1o" 33 H 11'-2" 24 11'-4" 32 12'-10" 26 12'-4" 33 15'-8" 27 I -6" vj '-5" 21 11'-1 " 34 10'-8" 22 E 11'-3" H 12'-4" 23 E 12'-4" 34 H 5'-10" 24 E 15'-15'-1" 336 K 17'-417 229 E 17' 4' 337 K 9' �,_0„ 9, 9'-3" 23 E 11'-2", 33 H 10'-7" 25 10'-8" 11'-7" 26 11'-8" 34 14'-10 28 -2„ 6'-6" B LL 21 11'-3" 34 0'-2" 22 10'-9 H 11'-911'-0" 226 E 11'-9 334 I 5' 228 E 15'-1" 37 K 16'-6" 26 E 16'-6" 38 K 10 E N.P. 10' 8'-9" 23 E 10'-8" 34 H 10'-0" 25 E 0'-2" F344 1'-2" H 14'-1" 14'-3" 36 16'-3" 30 15'-7" 37 m -5" 22 10'-8" 35 9'-8" 23 E 10'-3" H 11'-210-6 227 E 11'-210'7" 335 4'13'x" 229 14'-43-8" 337 K 15'-915 230 E 15'-14'-10" 338 K 11' oN N.P. 11 '4" 23 E 10'-o" 34 I 9'-6" 26 9'-8" 6" g r " '-0" 22 10'-2" 35 9' 4"�23 E 9'-10" 35 1 10'-9" 24 E 10'-9" 36 13'-9" 26 E 13'-9" 38 K 15'-1" 27 E 15'-1" 39 K 12 ¢ z WN.P. w 12 7'-10" 24 E 9'-2" 34 9 9'-3" 34 H 10'-0" 27 10'-2" 35 12'-10" 29 13'-1" 37 14'-10" 31 14'-3" 38 w� >`" o -� w Waa- } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID W Q = p z = MAX.COL. o_ MAX.POST FTG. MIN. MAX.POST FrG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. o O J a o SPACING 00 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST TYPE SPACING (IN.) POST TYPE m ¢ g N ON SLAB (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) (SPAN) (1) af a o m C (2) (3) P (1) C 14'-1" 21 15'-7" 32 G 14'-3" 21 C 14'-13=10 333 G 16 225 E 16'-315'-2" 333 G 1, 227 E 20'-1 34 H 23'-2" 25 E 22'-1 35 I 5ru w O 10'-4" 5' 13'-6" 23 C 14'-6" 33 H 13'-8" 24 H 5'-10" H 20' 4" 19'-6" 36 J 22'-4" 28 21'-3" 37 K M „ , 12'-10 22 14'-2" 32 13'-1" 22 E 13'-7" 31 G 15'-1"� 23 E 14'-1 " 32 H 9'-4" 25 E 19'-1" 34 H 21'-2" 25 E 20'-1 35 I W W r 9 -0 6 11' 8" 24 E 13'-3" 32 H 12'-7" 24 12'-8" 32 14'-6" 26 13-101: 3-10 33 17'-8" 27 17'-9" 35 I 20'-4" 29 19'-6" 36 J z „ 11'-3" 22 13'-2" 32 12'-1" 22 E 12'-7" 32 H 14'-0" 23 E 13'-9" 33 H 8'-0" 25 E 17'-8" 35 I 19'-8" 26 E 19'-4" 36 K 7 m r, °z o z0ww 8'-0 7 10'-9" 24 E 12'-3" 32 H 11'-8" 25 11'-9" 32 12'-9" 26 12'-10" 32 16'-4" 28 16'-6" 34 18'-10" 29 18'-1" 35 1 3 w , 10'-7" 22 12' 4" 33 11' 4" 23 E 11'-9" 33 H 13'-112'-7 227 E 12-1 333 H 6'-115'-3" 229 E 16'-15'-6" 36 35 J 18'17'-10" 230 E 18' 336 K 8' o of of J 7'-6" $' 10'-1" 25 E 11'-6" 32 H 11'-0" 26 11'-0" 32 2'-1" 1 16'-10 9' -5" 22 11'-8" 34 H 10'-8" 23 E 11'-2" 33 H 237 E 12'-211 - 333 H 5'-114,-0" - -: E 15'-8 4 336 K 17'16'-8" 231 E 17'-116'-o" 337 K 91 in �,_0„ 9'-0" 25 E 10'-10" 33 10'-3" 26 10' 4" 33 [24-�'3" 29 -7" J v U- -11"8'-6" 225 11-10,-3" 333 0CD '-29 227 E 10'- 333 H 1'-91, 237 E 11'-10�-9" 334 1 5 230 E 14'-13" 336 K 16'- 231 E 16'- 3" 38 337 K 10' W (%� N.P. 10' E H 9" 9'-10" 8" H 13'-8" 10" 5'-10" -5" 23 10'-7" 35 1 9'-8" 24 E 10'-1" 34 H 11'-2"' 25 E 35 E 14'-2" 37 K 15'-9" 28 E 15'-6" 38wLU K 11 N.P. 11' '"E 9'-4" 33 H 9' 4" 27 9'-6" 34 10'-2" 28 10'-3" 34 [4'-45-27 30 13'-3" 37 15'-2" 32 14'-6" 38 N �'0" 23 9'-10" 35 I 9'-4" 24 E 9'-8" 334 1 10�-9 9 228 E 10'- 335 I '- 231 E 13'-12'-8" 337 K 15'-114'-6" 232 E 13,,1 338 K 12' N.P. 12' 7'-5" 26 E 8'-7" 33 H 8'-7" 27 9'-1" H 9" 9'-10" -7" o" ThinkPad\Duralum\IAPMO 0195\5-21-14 Submitta 21-14 E 4. g, 8/26/2014 6:22:53 AM, cutenter, *�~ No. C37948 \,n EXP.03131/% " HO`:iA$ I. CAM,?BELL ; O Exp. z . r11 CIVIL THChIAS TRAY ThinkPad\Duralum\IAPMO 0195\5-21-14 Subm BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & FREESTANDING SOLID COVERS 30 PSF SNOW LOAD -110,120,130 MPH - EXP. B & C Z 1.52" 6.5" ROLLFORM 0.61" w 1.79" GUTTER III EXT. CLIP U z c ATTACHED SOLID FREESTANDING SOLID > SPLICE I w ry J SPLICE WHERE SPACING F MAX.POST FTG. MIN. MAX.POST FTG. MIN. p 6.5" 2,57^ WHERE occuRs T=12 GA. ON SLAB m 3:SPACING (IN.) POST SPACING (IN.) POST m O 0.73" SPLICE WHERE OCCURS ASTM A653 SS (2),(3)cr (SPAN) (1) TYPE (SPAN) (1) TYPE O " occuRs 0.075" �I 3.0" a.o" 0.070" a's" 0.065" GRADE 50 G60 3.0" 032" O < a «% 1- z 9'-0" 5' 8'-8" 16 8'-8" 18 B 9'-2" 28 9'-o" 28 �'+ G 5' TYP. ALUM. z O 8,_411 6, 7'-11" 17 B 8'-4" 29 038' z.oa^ TYP. 2.04^ TYP. I IL r 6 w o < 7'-11" 19 8'-2" 29 W Z) - - - - - - - I X3.0" -I 7,-611 71 7'-4" 17 C 7'-9" 29 G 7 2 z o 2.93" 3.0" 3.0" T-4" 19 7'-7" 29 a 0 O s z 7,_On 81 6'-10" 17 C 7'-3" 30 G 81 4.0p^ 3" SQ.x0.032" ALUM. BEAM ■ J Z 6.5" ROLLFORM A ALUM. ALLOY MAG BEAM B ALUM. 4" I -BEAM ALUM. ALLOY 4.5" MAG GUTTER D W/ 12 GA. STL. "U" CHANNEL 6'-10" 20 7'-2" 30ILI 6'-6" 18 6'-10" 30 ALLOYC' ALUM. ALLOYE ASTM A653 SS Np 9' C G 91 2 6063-T6 6063-T6 6063-T6 6063-T6 GRADE 50 G60 LL - U) 6'-6" 20 6'-9" 30 NP 10' 6'-2" 18 C 6'-7" 31 G , 10 6'-2" 20 6'-4" 31 NP 11' 5''11" 18 C 6'-3" 31 G 11' a 0.375" SPLICE Tom•+�' WHERE ALUM. OCCURS ALLOY O 5'-11" 21 31 LL o co 0 0 NP 12 5'-8" 19 6'-0" 32 G 12' 60s3Ts 5'-8" 21 5'-10" 31 II O 6.656" 7.0" a.o^ a o 0.110" s.s s.s^ TYR 0.042" 0.032" 0.042" o o _ ATTACHED SOLID FREESTANDING SOLID TYP. TYR TYR z N MAX.POST FTG. MIN. MAX.POST FTG. MIN. = MAX.COL. SPACING ¢ t o j p $ 0.375' ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST m � 1.75^ 4--z.o"_I- - I--z.o^� 1-2 I I C (SPAN) (1) TYPE (SPAN) (1) TYPE w 8'-8" 17 9'-2" 28 z.0"� -4. I ---3.0"--I O 91_01, 5, 19 B G 5, 0"- n n n 7" I -BEAM DBL. 2 x6.5 x0.042 DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM F ALUM. ALLOY 3004 H36 `� ALUM. ALLOY 3004-H36 K 04 N r 8'-7" 8'-9" 28 Woo z 'o = Q a z , 11 8 -4 1 6 7'-11" 17 7'-10" 22 B 8'-4" 29 8'-0" 2s (j , 6 7'-6" 7' 7' 4" 18 B 7'-9" 29 G 7' ALUM. ALLOY ALUM. ALLOY 3004H36 6063-T6 OR EQUAL OR EQUAL OR EQUAL o a W f o a 7'-3" 20 7'-4" 29 co LLwm W/ (1) "C" INSERT J 7,_0„ 8, 6'-10" 18 C 7'-3" 30 G , 8 ALUM. ALLOY 6'-9" 21 7'-0" 3o 25' 6063-T6 "C" , � NP 1 9 6'-6" 19 C 6'-10" 30 G 1 9 W/ (2) INSERTS 6'-5" 21 6'-7" 30 H ALUM.ALLOY T=12 OR u_ 8 N P 10' 6 -2" 19 C 6'-7" 31 G 10' 6063-T6 T=12 OR ASS (n N = 14 GA. I' SS 6'-1" 22 6'-3" 30 r le ca NP 11' 5'-11" 19 C 6'-3" 31 G 11' NOTE:A653 WHERE'C' SPLICE OCCURS AS SHOWN IN 8.0" 7.875" ASTM GRADE 8.0" A653 Ss so Gso SPAN TABLES, IT SHALL BE INSTALLED THE 0.042" GRADE O 5'-10" 22 6'-0" 31LL m FULL LENGTH OF THE 7" I -BEAM. TYR 50 G60 042^ M NP 12' 5'-8" 19 E 6'-0" 32 Q z l „ TYP. 5'-8" 22 5'-9" 31 G 12 w F v~i�aa 40.625"LL 4.0'3.0^� 2.8 F--3.0"-+- 4.0^ �3 0"� o z ATTACHED SOL/D FREESTANDING SOLID MAX. MAX. TZ MAX.COL.z) = F' a U a MAX.POST FTG. MAX.POST DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM ON S AB m § SPACING (IN.) MIN. POST FTG. SPACING (IN.) MIN. POST m o L M W/ 14 GA. STL. INSERT O W/ DBL. 14 GA. STL. INSERT (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE a o 9'-0" 5' 18 B 9'-1" 28 G , 5 ALUM. ALLOY 3004-H36 ASTM A653 SS GRADE 50 G60 ASTM A653 SS GRADE 50 G608'-8" OR EQUAL O 8'-4" 20 8'-6" 29 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: "SAMPLE"��W/ 12 GA. STL. INSERT M z 8'-4" 6' T-11" 18 8'-3" 29 G W/DBL. 12 GA. STL. INSERT !� 7'-7" 21 B 7'-9" 28 6' Iv FIGURE INDICATES ASTM A653 SS GRADE 50 G60 P w W .. Z m 1 7'-6 7 7'-4" 19 B 7'-8" 29 71 ASTM A653 SS GRADE 50 G60 EXPOSURE B Y m N Z Z "' FIGURE INDICATES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS 7'-2" 21 C 7'-2" 29 Ili 11, 3 w I w , „ 7'-0" 8, 6'-1 61_8n 122 C 7'-2" 3 29 G , 8 OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL o o. BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 81 C. 6, 911 OF THE 3'x8' BEAM. THE FULL LENGTH OF THE 3"x8" BEAM. FOOTNOTES TO ALL SPAN TABLES: NP 9, 6'-6" 20 C 6'-9" 30 G 91 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE LL 6'-3" 22 6'-4" 30 oNi NP 101 6'-2" 20 C 6'-6" 31 G 10' EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. SHALL BE THE SMALLER OF THE MAXIMUM SPACING MAXIMUM COLUMN SPACING MEASURED AT THE U) # 0 WHERE SLAB OCCURS, CUBED FOOTING SIZE SHOWN IN THIS COLUMN OR THE MAXIMUM POST COLUMN AND SHALL NOT CONTAIN ANY CRACKING. 6'-0" 23 6'-1" 30 w N NP 11' S'-11" 20 C 6'-2" 31 G 11' MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. SPACING SHOWN FOR THE SELECTED BEAM. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE w SEE ALTERNATE FOOTING TABLES 9 1/4" MINIMUM. O 5'-9" 23 5'-9" 31 = SHT. 10 FOR ATTACHED COVERS M a cn N P 5'-8" 21 C 6'-0" 32 , 12 5'-5" 21 E 5'-7" 31 G 12 I a - g, e n er,