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BPAT2015-0046
78-495 CALLE'TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: 44aw Aot COMMUNI 5MAENT 0k RTA BPAT2015-0046 1 54356 CANTERBURY 775030002 ALUMAWOOD PATIO COVER 14'X bCs,a 1.,�'Ii,—p :5*6wr_ $13,000.00 Applicant: PGA WEST RESIDENTIAL HOM P 0 BOX 1060 LA QUINTA, CA 92253 OEyELOPMEtJ1 OEPAATMEN 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.::CONV:140528101254085360 ate: Contractor �f 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 Divisi n 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( )1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reaspry . _ Pe: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's VOICE (760) 77-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/13/2015 Owner: PGA WEST nENTOMEORN P O BOX 10' LA QUINTA; Ff 2553Ur 3 2015 Gi1PORAQiNMTA Contractor: � -- - PGA WEST RESIDENTIAL HOMEOWN P 0 BOX 1060 LA QUINTA, CA 92253 Llc. No.::CONV:140528101254085360 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: _ Policy Number: 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 he Labor Code, I shall forthwith Qtmply w h t se provisions. FOA 'y�7 e: 0 2M Applicant:4-lkw w i vep �W' A5506 WARNING: FAILURE TO SECURE WORKERS' MPENSATION 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 hereby authorize representatives of this city to enter upon thbove• mention d pr112,116 pperty for inspection purposes. Dat :P p Signature (Applicant or Agent 9 DESCRIPTION FINOICIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY f Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 PAID BY - METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 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 $1.69 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.69 $0.00 TOTALS: $19S.58 00 Description: ALUMAWOOD PATIO COVER 14'X 62' Type: PATIO COVER Subtype: Status: APPROVED Applied: 7/27/2015 PJU Approved: 8/12/2015 JFU Parcel No: 775030002 Site Address: 54356 CANTERBURY LA QUINTA,CA 92253 Subdivision: TR 24317-1 Block: Lot: 4 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $13,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: DURALUM PATIO COVER SYSTEM - (1) 14'X6'(868 SQ FT.) 2012 IBC/IRC, 2013 CBC/CRC AND ASCE/SEI 7-10, ENGINEER OF RECORD: THOMAS CAMPBELL, NO 37948. THIS PERMIT DOES NOT INCLUDE HELIOCOL THERMAL SOLAR COLLECTORS. Applied to Approved Y Printed: Thursday, August 13, 2015 12:49:49 PM 1 of 3 r2l7L 7C 7 sysrr:,us CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES READY FOR APPROVAL PENDING PLANNING DIVISION REVIEW NOTE JAKE FUSON 8/10/2015 8/12/2015 APPROVAL. PLANNING APPROVAL RECEIVED 8/11/2015. NOTE PHILIP JUAREZ 8/11/2015 8/11/2015 SENT TO WALLY FOR QUICK CK PER AZ. PLAN CK SUBMITTITAL RECIEVED HAD TO CHECK WITH PLAN CHECK SUBMITTAL PHILIP JUAREZ 7/24/2015 7/27/2015 ANGELICA AS TO HOW WE ARE GOING TO PROCESS RECEIVED STRUCTURAL SEND OUT OR IN HOUSE.GOING TO CHECK HOW WE DID OTHERS. CONDITIONS CONTACTS NAME TYPE- NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT I PGA WEST RESIDENTIAL HOMEOWN P 0 BOX 1060 LA QUINTA CA 92253 Printed: Thursday, August 13, 2015 12:49:49 PM 1 of 3 r2l7L 7C 7 sysrr:,us Printed: Thursday, August 13, 2015 12:49:49 PM 2 of 3 sysrenns CONTACTS NAME TYPE. NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR PGA WEST RESIDENTIAL HOMEOWN P 0 BOX 1060 LA QUINTA CA 92253 OWNER PGA WEST RESIDENTIAL HOMEOWN P 0 BOX 1060 LA QUINTA CA 92253 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $1.69 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.69 $0.00 TOTALS:00 Printed: Thursday, August 13, 2015 12:49:49 PM 2 of 3 sysrenns NON-STRUCTURAL - JAKE FUSON 7/24/2015 7/31/2015 8/4/2015 APPROVED L 1WK' Plans not attached. Please review Plans available PLANNING - 1WK WALLY NESBIT 7/24/2015 7/31/2015 8/11/2015 READY FOR APPROVAL at the counter. Printed: Thursday, August 13, 2015 12:49:49 PM 3 of 3 S YS Tf: HiS .. .r, . lvte�a�. _ ay : - --n,. � • 54 . Ar+e- _ r- Pool 3T 79405 CanterburV ► uw Shca'I:Cree - ,sy�► i !�, •� '' -eF r3Residen�e'ClitiiirPGA 1M1f6 (1" �•.. �_ � :i-•' ��riA��h -� '�( .. :�J{ � - .'ram t �, c' • i`' � � .� � � .� •'=�, a �M..r. Ira �06.'- + A ►r "' : a i�4eJ`—•-� ,!fin "X", v � 'k3E: > �r + L �ri,�i�'�k • �,. � � •fie ��el� � ,. " '�'" . �; ' N TF A0 u R Y RAIN 3'X8" I 2"X6" SIDE FASG 3'X8' DS OUB HEADER RAFTER TAILS ® 24" PGA WEST SHADE COVER - POOL 3T (25lbs live load, 110mph wind load) TYPE "C" FREESTANDING W/ CANTILEVER OPTION (Pg. 1 of 49) POST SPACING DETERMINED BY TABLE ON SHEET 23 of 49 25lbs./sq.ft. — 110mph wind load 6" WIDE X 14' LONG INTERLOCKING PANS O co 0 m .n C _o 0�z® z —n PoCU Cn c� ® D J� C <m0 i X11 :� c 1 000 D PANEL SPAN = 11'-6' (25lbs. LIVE LOAD REQUIRES .032 MIN GAUGE PER ENGINEERING Pg. 3 of 49) Drawings prepared in accordance with Duralum Products, Inc. Engineering Packe. Drawings are prepared by. Ben Haney DlYpatio soles®diypotio.com (951) 265-3078 SELF TAPPING 3"x8" HEADER SHEET METAL SCREW 3"x3" STEEL POST RAFTER TAILS © 2' O.C. TOP VIEW TTER DRILL V ACCESS HOLE FOR SMS TO ATTA HEADER TO POSTJ//--GU 3"x3" STEEL POST ROUND COLUMNS `o 8" COLUMN 3'X3" STEEL POST INSERT OAA WALL THICKNESS d Pg. 7 of 49 7 GRADE • ... ' 3"X3" STEEL POST ••�°��` - � ;. ha IN 33" CUBED FOOTINGSECTION VIEW X33" rn "T1 > C3"X3" STEEL POST INSERTED M0 16" MIN. INTO 33"x33" FOOTING T � o �Z 3 �� Pg. 10 of 49 O U® D POST/FOOTING nC m � DETAIL �M c o00z Z �D - CORBE1, UT RAFTER Al TAILS" O.C. 2 FASTENERS PER FOOT FRONT FASCIA MINIMUM (#14 SMS) PER TABLE #2 Pg. 4 of 49 RAIN GUTTER 2.5" TALL X 14' LONG X 6" _ - - WIDE INTERLOCKING PANS 1. r 1 DRILL %" ACCESS HOLE ® FOR SMS TO ATTACH / 1 HEADER TO POST 1 3"x8" DOUBLE HEADERS 3"x3" STEEL POST —8" COLUMNS HEADER/GUTTER DETAIL 6" FLAT PAN ROOF @ .032" MIN. 2 GUTTER PIECES COME TOGETHER OVER SPLICE. COSMETIC ONLY – WILL NOT AFFECT STRUCTURE'S RIGIDITY OR INTEGRITY SCREW AT UPPER -0 RIDGE PREVENTS �- SLIDING AFTER INSTALL CAULKING BETWEEN GUTTER/ AND SPLICE WILL PREVENT ALUMINUM SPLICE PIECE LEAKS AT SPLICE LOCATION IL SLIDES INSIDE GUTTER TO JOIN 2 PIECES TOGETHER GUTTER SPLICE DETAIL 2"X6" SIDE FASCIA 4 SMS FORM HANGER SECTION VIEW AT SIDE FASCIA D W m c m 0 C0 –0 Z O z X � -n o m cms mac z � ivionaay, December 22, 2014 9:09 AM Attach: Heliocol-Specifications.pdf Sutaject: Mohr Power - Engineering Steve, 1 I' 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 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 Mix Design Report Y- 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 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)/yd' 1.000 0.03 Air 1.2%. 0.32 Total : 39931:2..` 1 27.00 Remarks Reported by Superior Ready Mix L.P. Approval by: Date : 01/01/2015 Date: / / TECHNICAL INFORMATION AND SPECIFICATICNS ' I•IELIAC;.';_L The Heliocol Advantage 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; Heliocol 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 heat your pool A. Using your existing pool pump, pool water is directed through a series of valves to your solar collectors. B. Pool water enters the solor 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. c Certification Data • ISO 9001:2008 and ISO 14001:2004 • Ortech International Laboratories • Solar Rating & Certification Corporation (SRCC) • Solar Energy Analysis Laboratory (SEAL) • DSET Laboratories, Inc. • HRS, Florida (Required for commercial use) • Florida Solar Energy Center (FSEC) • City of Los Angeles #RR -4508 • British National Water Council (for potability) • German Federal Health Board • NSF 50 for Recreational Water Facilities Enjoy Year -Round Leisure Living. HC -204 10/201 1 Bin # City of La Quinta Building &r Safety Division i'iQ P.O. Box 1504, 78-495 Cafle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: f7aqt--- AT Owner's Name:$O&A Ag);W- &ST, A. P. Numberi57/256 Address:633�6 56 LL-Ma-N AOL< Legal Description: City, ST, Zip: 446U110—J79 0,jQ Contractor: JP4 A NAM -9,2,;?--!;3 Telephone; ;2 Address: Project Description: City, ST, zip: Z . Ad,)UtAJT,4 0A 9,924-3 14J WOe x a2lnv Mvqm goo Telephone: ,7,� -7i7l -1,2,34 State Lic. # City Lie. Arch., Engr., Designer: F6),&1 Address: .City, ST,ZiPgfiAj� 0LL0-AiY?tYVd1q,0,4 91-761 Telephone: -2167 Construction Type: Occupancy: StateLic.#: C )ject type (circle one): New Add'n Alter Repair. Demo Name of Contact Person:)/G ZE YE A—F R TPEL Ft.: g&e # Stories: I # Units: I Telephone # of Contact Person'. *?&) - -�,3 / - Sod 6 . Estimated Value, of Project: 11�7400tq APPLICANT: DO NOT WRITE BELOW THIS LINE 4 Submittal Reqld Rec1d TRACKING PERMIT FEES Plan Sets Plan Check submitted Reviewed, ready for c s Called Contact Person Plans picked up Item Amount Structural Cates. Plan Check Deposit Truss Cafes. Plan Check Balance. Title 24 Cates. Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'" Review, ready for corrections/issue Ekctrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 14-O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees k"01, 1=Via!+ILI l.! 17' f% o 1 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH IC, 14. 0.024" 6.5" 0.024" 6.5" 0.032" 0.032" 0.042" 0.042" k --2.0"—J L2.0" MAX.----1�-2.0"—�I * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 , ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL ThinkPad\Duralum\IAPMO 0195\5.21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:41:07 AM, CutePDF Writer, FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING EXP. B & C , 0 a w Z z W n, N r W F - 0 U j m a cr O N U a Q a as 0 Jz J W Luco O Q K U a 0 0 U zU z Oscro H U w 0 0 U t�•I N rvo o I, z Q3 O nl J —a, W U >_ z w a OV oW0, yL0 ZO a U a In W oy ir wg 8 N E m m @ LL Ua U NU0. Q Z w w F- W U U r�A °0 �m� > a a O�z� U J a N O�Qa < �E (1 0 o ° w 0 w z< w o w .. r ^L zU m m ry Z z w w ¢3 Iii K 4 U w oov�rr In O1 Ol v CDft LL 0 Ir u, o Lu m W IL TZ Q (n z W a �o 2" X 6 1/2" RAFTER z w a �o DBL. 2" x 6 1/2" RAFTER LUSL T (IN.) 110 MPH 120 MPH 130 MPH LUSL T (IN.) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16" 9'-9" 10'-3" "91-91, 9'-9 10'-3" 10'-3" 9'-9"91-91, 10'-3" 10'-3" 9'-91, 10'-3" 024 16„ 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-8" 14'-6" 14'-6"14'-6" 14'-8" 24" 7'-6" T-6" 7 -6 7 6 7 6 7 6 8' 6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24„ 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10"10" 11'-10" 11'-2" 11'-10" 032 16 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 12'-6" 13'-1" 032 16 18'-7" 18'A-" 18'-7" 18, 4„ 18'-7" 18. 4„ 18'-7" 18-4" 18'-7" 18'-4„ 18'-7" 18 4„ 30 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24„ 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 101-811-:10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 042 16" 16'-0" 15''9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 042 16"22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 24„ 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 024 16" 8'-0" 9 1 8'-0" 9 1 8'-0" 9 1 8'-0" 9 1 8'-0" 9 1 8'-01, 9 1 024 16„ 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6-2" 6-2" 6-2" 6-2" 6 -2 6 -2 24„ 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 4-4„ 9'-10" T-2" T-2" T-2" T-2" 7'-2" 7'-2" 10 -4„ 10,-4„ 10,-4„ 10'-4„ 10,-4„ 032 16" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 032 16„ 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 16'-4" 16'-1" 40 40 24" 8'-3" 8'-3" 8 -3 8 3 8 -3 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9,A„ 91 11 9,-4„ 914„ 9,4„ 9,. 4" 13'-2" 1 3'-2" 13'-2" 13'-2" 13'-2" 13'-2„ 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" .042 16„ 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 042 16 19,-4„ 19, 4„ 19-4„ 19, 4„ 19,-4„ 19,-4„ 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'-3" 11'-3" 24„ 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10" 15'-10" 15-10" 15'-10" 15'-10" 16'-2" 15-10" .024 16" 7 3 7 -3 T-21" 7 -Y T-3" T-3" 2 024 16" 10'-10" 11 4„ 10'-10" 11 4" 10'-10" 11 4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11,13" 24" 5 -2 5 -2 5 2 F-2" 5-2" 6-2" 5'-9„ 5,_9„ 5'-9„ 5,_9„ 5, 9„ 5, 9„ 24„ 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9,�„ 9,A„ 9,-4„ 9, 9, 41, 8'-3" 9,-4„ 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 50 032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 5 .032 16 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 24 T-0" T-0" T-0" T-0" T-0" T-0" 4" 8'-4" 8' 4" 8' 4" 8'-4" 24" 11'-3" 11'-3" 11'-3" 11'-3" Ni�_,l0" 11'-10" 11'-10" 11'-10" 11'-10"11'-10" 11'-3" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" .042 16 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 042 16 17'-6" 17'-6" 17'-6" 17'-6" 17'-6" 17'-6" 24" 9 0 9 0 9--o" 91-0.1 9101, 91-01, 24„ '-7" 13'-7" 13'-7" 13'-7" 13'-7"�-1 13'-7" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'=2" 14'-3" 14'-3" 14'-3" 144'-3" 14'-3" IC, 14. 0.024" 6.5" 0.024" 6.5" 0.032" 0.032" 0.042" 0.042" k --2.0"—J L2.0" MAX.----1�-2.0"—�I * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 , ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL ThinkPad\Duralum\IAPMO 0195\5.21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:41:07 AM, CutePDF Writer, FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING EXP. B & C , 0 a w Z z W n, N r W F - 0 U j m a cr O N U a Q a as 0 Jz J W Luco O Q K U a 0 0 U zU z Oscro H U w 0 0 U t�•I N rvo o I, z Q3 O nl J —a, W U >_ z w a OV oW0, yL0 ZO a U a In W oy ir wg 8 N E m m @ LL Ua U NU0. Q Z w w F- W U U r�A °0 �m� > a a O�z� U J a N O�Qa < �E (1 0 o ° w 0 w z< w o w .. r ^L zU m m ry Z z w w ¢3 Iii K 4 U w oov�rr In O1 Ol v CDft LL 0 Ir u, o Lu m W IL TZ Q (n .4 3 No. C37948 EXP. 031311 j G r 0 iZ jq' : rn ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:38:41 AM, CutePDF Writer, . r 01 e` C7s � N?r,8 . yn c MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS w I ,m �ra,� �,Od,•• Ci�lll � �{ MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED r - 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, w W z Zz W N LijW U U W O a d "tz J Z Oz J W WO a w j K U U Z m Oa aq l -L) V E 8 N E co 12 a LL UUd V) U Z H Q Z w � W N U ¢ o wp.a� W C N Z n U a O J ¢ o W Ir Q) W Zd Y 0 a0 aoNZO z � 6j W ¢moi W:1 N C ¢ U w N K TABLE 1 TABLE 3 (2) 211x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED BEAMS -STEE:L_HE-ADE-R-S-'�� STEEL INSERT HEADERS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH < T PER FOOT OF WALL HANGER AND BEAM LENGTH F PER FOOT OF BEAM LENGTH L Z)0 L 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 I EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ ~ ~ r 5 1 1 1 1 2 5r 1 1 1 1 1 1 5' 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 6' 1 1 1 2 2 2 6r 1 1 1 1 1 2 6' 1 1 1 1 1 1 2 2 2 2 2 3 1 2 2 2 2 2 1 1 r 1 1 1 2 2 2 r 1_ 1�- `' 1 2 2 2 r 1 1 1 1 1 1 2 2 2 3 3 3 q 2 2 2 2 2 2 1 1 1 1 1 2 8 1 2 2 2 2 2 8' 1J^ 1 2 2 2 2 $' 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 9' 2 2 2 2 2 2 9' 1 2 2 2 2 2 9' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10 2 2 2 2 2 3 r 10 1 2 2 2 2 2 10 , 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 11' 2 2 2 2 2 3 11' 2 2 2 2 2 3 11 1 1 1 1 1 3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2.22 2 2 3 3 2 2 2 2 2 3 1 1 1 1 1 2 12' 3 3 3 4 4 5 12 2 3 3 3 2 4 12, 2 2 2 2 2 2 13' 2 2 2 3 3 3 13' 2 2 2 3 3 3 13' [j�:2 3 4 4 4 4 5 2 3 3 33 4 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED r - FIGURE INDICATES FREESTANDING ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21.14 A 5.dwg, 8/27/2014 11:38:52 AM, CutePDF Writer, w W z Zz W N LijW U U W O a d "tz J Z Oz J W WO a w j K U U Z m Oa aq l -L) V E 8 N E co 12 a LL UUd V) U Z H Q Z w � W N U ¢ o wp.a� W C N Z n U a O J ¢ o W Ir Q) W Zd Y 0 a0 aoNZO z � 6j W ¢moi W:1 N C ¢ U w N K 1° Na C:: 7940 r EXF.03,Q11 SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 24" TRI -"V" PAN ALUM. ALLOY 3004-H36 OR EQUAL ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 24" TRI -W" PAN - 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 ryGt.NL C 110 MPH � �haNO. 184�i' SPAN SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 24" TRI -"V" PAN ALUM. ALLOY 3004-H36 OR EQUAL 1 TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 24" TRI -W" PAN - 0.88 0.83 0.75 0.80 24"x2Y2"x0.018" 0.85 0.80 0.65 0.65 24"x2Y2"x0.024" 0.90 PANEL'T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 13,_9„ 13' 9" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .018 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN 12-0" 11 _1" 110M 8'-6" 8'-7° 8'-1" 8'-2" 7'-5" 15'-3" 15'-3" 12._3" 12,_3" 12,_3" 12._3" 12,_3" 12�87- 10 .024 EXP.B EXP.0 EXP.B EXP.0 12' 6" 17$" 12' 6" 13'-2" 12' 6" 10'4" 9'-9" 9'-9" 9'-2" 9'-3" 17,_7" 17._7" 17,_7,. 14'_3" 14,_3" 14'_3" 14'-3" 14'-3" 14'_3" .032 .020 16-6" 14,_9" 14,_9„ 12'$" 12'-1" 12'-1" 11'-2" 11'-3" 10'$" 19,_7" 19'-7" 8'-4" 8'-4" 8'4" 8'4" 8'4" 8'-4" 12' 0 .018 11'4" 11 6„ 10,_9„ U 17'-7" 16'$" 16'-9" 7'-9" 7'-5" 7'-5" 7'-2" 7'-2" 6'-10" 11' 3" 11'_3" 10,_1" 10,_1" 10,_1" 10._1" 101_1" 10`-1" 20 .024 10.1" 9'-6" 9'-6" 8'-8" 8'4" 8'-5" 8'-1" 8'-1" 7'-9" 12'-6" 12'-6" 12'_1„ 12'_1" 12.1" 12.1" 12'_1„ 12.1" .032 14,_2„ 13' 4" 13'4" 12.8" 12,_9„ 11 _2" 10.9„ 10'-9° 10,_9„ 10,_3„ 0,4„ 110-4- 9, 8„ 9,_9„ 15 7' 1 14'$" 7,_3" 7' 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 18'-0' .018 a a 032 13,_3" 12.9„ 12.9„ 1211„ 17 4„ 11,_7" 032 16'23" 16'-3" 16'-3" 8'-9° 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 25 .024 12'4" 12' 6" 12'-0" 15'-1" 14'-7" 14'-7" 8'-8" 8'4" 8'-5° 8'-1" 8'-1" 7'-9" 11,_1" 9.8" 9.8" 9,_8, 9,$, 9,$, 9,$, 19'-4" .032 19'4" m H 9'-10" 9'-3" 9'-5" 10-6 10'-2° 10'-2" 9'-7" 9'$" 9'-2" 12'-0" 12'-0" 6' 7" 6'-7" 6' 7" 6'7' 6' 7" 6-7- .018 15'-7" 14 4-1 4-2 ">1'3 3'4 7'-3" 7'-0" 7'-0" 6'-9" 610" 6'-7" 13._2" 13._2" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 10,_2" 30 .024 12'-1" 12'-1" 12'-1' 12.1" 12,_1„ 13'-1" 12'-7" 12'$" 12'-2" 8'-0" 11' 6" 14'_7, 14' 2" 14,_2„ 14._2" 14,_2" 14,_2" 040 .032 15'-0" 14'-4" 14,_2" 9,_10" 9,_6•, 9.$,. g,_1^ 9,_2„ 8'-10" 1 TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 12"x3Y2"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"x2Y2"x0.032" 1 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 ThinkPad\Duralum\IAPMO 0195\5.21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:39:36 AM, CutePDF Writer, 75" 110/120/130 MPH EXP. B & C 6" / 8" x 2 Y2" FLAT PAN 09R (I.S.) i --1 .77' h'- ice--{ }(ALL UNMARKED RADII .06R) .25"- 2.5" 38" T= (SEE TABLE BELOW) 45° TYP. 1 Q .75" 0 z d 67" 1 w w z j Uz n Ij Z z o W N (n J 47" Fw- 42 n 1 a~^ U j a O ' U ¢ Q Q Z o Jw z W 0 a ALUM. ALLOY 3004-H36 OR EQUAL ALUM ALLOY 3004-H36 OR EQUAL ` , 0 12" x 3 1/2" W PANEL PANEUT' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL (IN.) EXP.B EXP.0Til'-Z' EXP.0 EXP.B EXP.0 13,_9„ 13' 9" 13'_9" 13,_9" 13,_9" 020 (1) PANEL'T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN 12-0" 11 _1" 110M 10'-7" 10.7„ 9'-11" 130 MPH SPAN 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" p B .024 EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 12' 6" 17$" 12' 6" 13'-2" 12' 6" 12'$" 11'-10" 12'-0" 11'-1" 10 14.7„ 17,_7" 17._7" 17,_7,. 1T-7" 17,_7" 17,_7• .020 .032 .020 16-6" 14,_9" 14,_9„ 14'-0" 14._1" 13._3" 19,_7" 19,_7" 19'-7" 191_7" 19,_7" 19._7. .040 12.8 12' 0 12'-0" 11'4" 11 6„ 10,_9„ U 17'-7" 16'$" 16'-9" 15'-9" 16'-0" 15'-0" 5'-10" 11'_3" 11' 3" 11'_3" 11'-3" 11._3" 11._3" 020 (1) 024 10.1" 9'-6" 9'-6" 9'-0" 9'-1" 8'-8" 12'-6" 12'-6" 12'-6" 12'$" 12' 6' 12' 6" 10.9" .024 10'_1" 14,_2„ 13' 4" 13'4" 12.8" 12,_9„ 11 _2" 10.9„ 10'-9° 10'-3" 10'11" 9'-10" 20 15 7' 15 7' 1 14'$" 14'$" 18'-0" 14'$" 18'-0° .032 18'-0" 18'-0' a a 032 13,_3" 12.9„ 12.9„ 1211„ 17 4„ 11,_7" 032 16'23" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" .040 14'-1" 13'-1" 13' 4" 12'4" 12' 6" 12'-0" 15'-1" 14'-7" 14'-7" 13'$" 14'-1" 13'-2" o oM 11,_1" 11,_1" 17'717'7" 11,_1 11,_1" .020 (1) 19'4" 19'-4" 19'-4" 19'4" m H 9'-10" 9'-3" 9'-5" 8'-11" 9'- 8'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0' 12'-0" .024 15'-7" 14 4-1 4-2 ">1'3 3'4 6-10 17-0" ' "9'-" 16'4 25 13,_2" 13._2" 13._2" 13,_2" 13,_2" 13,_2" 10,_2" .032 10,_2" 12'-1" 12'-1" 12'-1' 12.1" 12,_1„ 13'-1" 12'-7" 12'$" 12'-2" 12'-3" 11' 6" 14'_7, 14' 2" 14,_2„ 14._2" 14,_2" 14,_2" 040 15'-0" 14'-4" 14,_2" 13,_7„ 13'$" 13'-0" 10'4" 10'-3" 10'-6" 10'-6" 10'-6" 10'-6" 101-6" 10'-6" 11 4" 020 (1) 11'4" 11' 4" 11' 4" 13.3„ 13'-3° 1�3"l13 9'-2" 8'-9" 8'-11" 8'-5" 8'-6" 8'-2" 024 024 .024 o 10'_6" 10,_1„ 10,_2" 9'-7•' 9'-g" 9'-2" 30 12'-6" 12'-6" 12'-6" 12'$" 12'-6" 12'-6" J .032 2012,_2„11'$" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 12'-6" 12'-1" 11'-10" 11'-6" 11'-6" 11'A" 15'$" 15'-6" 13'4" 13'4" 134" 13'11" 13'11" 13'4" .040 .032 11'-10" 11'11" 11'-6" 11'-0" 11' 0- 10' 6" 12'-6" 14'-2" 13'-9" 9•-1^ 9. 1" 9111, 9. V 9,_1" 9._1" 14'$" .020(l) 14'-6" 14'-6" 14'-6" 14'-6" 16'$" 16'$" 16'-8" 16'$" 16'$" 8'-1" 7'-10" 7'-10" 7'-6" .040 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .024 >¢ 9'-5" 9'-1" 9'-1" 8'-10" 8'-10" 8'-7" 40 11'-4" 11'-4" 1 i'-4" 11'13" 1 i'4" 1 i'4" 14'-3" .032 g, 9, 9,_9„ 91 9" g•_g^ 9' 9" 9' 9" 11 _3„ 11,_1„ 11,_0„ 10,_7" 10.8" 10.3" 10,-4" 10'4" 12'-2" 12' 2" 12'-2" 12'-2" 12' 2" 12'_2" 040 .020 12._8„ 12'-4" 12'11" 12'_1" 12._1" 11'-8" 8'$" 8'-3" 8'-2" 8._2" 8'-2" 8'-2" 8'-2" 8'-2" 10'-3' .020(l) 9'-9" 9' 4" N W 10'-4" 10'-4" 10'14" 10'-4" 7'-1" T-1" 7' 1" 6.11" 6'-11" 6'-9" 11 1" 11 1" 9,_2, 9, 2, 9, 2,. 9, 2„ 9, 2" 9, 2" o2a .024 8'-0" 7'-10" 7'-10" 7'-8" 7'-8" 7'-6" 50 9'-11" 10' 7" 10'7" 10' 7" 10'-7" 10' 7" 10' 7" 032 12'-0" 11' 6" 11'-7" 1'0 10" 11'-0" 10'$" a 25 9'-7" 9'-7" 9'-7" 9'-3" 9'-5" 8'_11„ 11'-4" 11'4" 11'_3" 11'_3" 11'-3" 11'3" 11'-3" 11'-3" 12'-1" 040 12'-1" 12'-1° 032 10'-7" 10'_8„ 10,-4„ ¢ 0 U 8" x 2 Y2" FLAT PAN 6" x 2 Y2' FLAT PAN U z m g J Z PANEL'T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN PANEUT' 110M H SPAN 120 MPH SPAN 130 MPH SPAN OF v a LUSL (IN.) 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C37948 1 \ EXP, 031311 yict'�9 �F OF �O v CIVIL 44t4nN0180'6 C. ,312_1! ATTACHED & FREESTANDING SOLID COVERS - 20 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 6.5" ROLLFORM A MAG BEAM B �_ 4" I -BEAM - 4.5" MAG GUTTER p 032" ALUM. BEAM 3" SQ.X0.W/ 12 GA. STL. "U" CHANNEL Z w W z Z Z } �= ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } Q< Q MAX.COL. SPACING a j0 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. MAX.POST FTG. MIN, MAX.POST FTG. MIN. jp o r ^ L.L ON 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 m Q u m (3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE Ix O C (2}, F U 11'-0„ 5 9'-1 119 B 91.'-109'-7" 227 G 9'-9"9'-9" 119 B 8'-4"8,-3" 226 G 12'-3-"---12'-3" 120 B 11'-00 227 G 7 11'-111'-1" 120 110'-90'-7" B 227 (j 12'-412,-3" 120 B 10'-9"p,-7" 227 G 5 O 9'-10" 9" r 91_9„ 9'-0" 17 9'-0" 27 G 8'-10" 17 T-10" 26 G 11'-3" 19 C 10'-3" 28 G 10'-2" 18 B 10'-2" 28 G 11' 4" 19 C 10'-2" 28 G 6' m (n u 6, 9'-0" 19 B 8'-9" 27 8'-10" 19 B T-9" 26 11'-3" 21 10'-2" 28 10'-2" 20 9'-10" 28 11'-3" 21 10'-0" 28 a c') 9, p„ 7, 8'-4"8,_4" 120 B 8'-4"8,-2" 227 G 8'-3"8 120 B 7'-7'7,-4" 227 G 10' 4 121 Ci 9'-9"9'-8" 229 G 9'-6"9 1 Ci 2 9 -6"9' G 1 10'-610' Ci 9'-8'9 229 G 7' z O 3" 0' 4" 6 21 2" 29 4" 21 -6" J 8'-6" 8, 7' 10' 120 C 7' 107'-8 228 G 7 -9"7 120 B 7'-2"7 227 G 9'-9"9'-9" 222 C 9'-4'9'-3" 229 G 8' 1 1 C 8' 108 29 G 9'-10 y 202 E 9'-3 229 G 8' 05 ,-10" 9" -1" 8' 10" 21 7 9 9" C 9'-1" V% 8, �„ 9' 7'-4" 19 C 7'-4" 29 G 7'-3" 18 C 7'-0" 28 G. 9'-2" 20 E 9' 1" 30 G. 8'-4" 19 C 8'-4" 29 G 9'-3" 20 E 9'-0" 30 G 9' o LL 7 -4 21 7'-2" 38 T-3" 21 6'-9" 28 9' 2" 22 8' 10" 30 8'-4" 22 8'-2" 29 9' 2" 22 8'-9" 30 U) U) 7'-6" 10' 7'-1" 19 C 7'-1" 29 G 7'-0" 19 C 6'-8" 29 G 8'-9" 20 E 8' 9" 31 G 8'-0" 20 E 8'-0" 30 G 8'-10" 20 E 8'-8" 31 G 10' - 7'-1" 21 6'-10" 29 T-0" 21 6'-7" 28 8'-9" 23 8'-7" 31 8'-0" 22 7' 9" 30 8' 9" 23 8'-6" 30 7'-0" 11' 6'-9" 19 C 6'-9" 29 G 6'-8" 19 C 6'-6" 29 G 8'-4" 21 E 8'-4" 31 G 7'-7" 20 E 7'-7" 30 G 8'-6" 21 E 8'-4" 31 G 11' = O 6-9 21 6'-7" 29 6'-8" 21 6'-4" 29 8' 4" 23 8'-2" 31 7'-7" 22 7'-4" 30 8' 4" 23 8'-2" 31 N 6, 6„ 6'-6" 20 C 6'-6" 30 G 6'-4" 19 C 6'-4" 30 G 8'-0" 21 E 8'-0" 31 G 7'-3" 20 E 7' 3" 31 G 8'-1" 21 E 8'-1" 32 G 12' 12, 6'-6" 21 6'-3" 29 6'-4" 22 6'-2" 29 8'-0" 23 7'-9" 31 7' 3" 23 7'-1" 31 8' 0" 23 7'-10" 31 o o o� J � Z oUJ" >- ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- N MAX.COL. SPACING F F -_O 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. MAx.POST FTG. MIN. MAX.POST FTG. MIN. o = ^= LL ON SLAB 0° 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 m (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 11'-0„ 5' 9'-10'9,-8" 120 B 9'-109 228 G 9'-9"9'-7" 120 B 8'-4"8'-1" 227 G 12'-312 121 B 11' 0110'-7" 229 G 1'-111'-0" 121 B 10'-1O'A" 22g G 112'-4"1 121 B 10'-9"0' 229 G 5 O 3" 1" 2" 4" w 0 N 9 9'-0" 18 9'-0" 27 G 8'-10" 18 T-10" 26 G 11'-3" 19 �' 10' 3" 28 G 10'-2" 19 B 10'-2" 28 G 11'-4" 20 C 10'-2" 28 G 6 rr�Z� w W z a r _g 6 8'-10" 21 B 8'-7" 27 8'-9" 21 B T-7" 26 11'-1" 22 10' 0" 28 10'-1" 21 9'-7" 28 10'-3" 22 9'-9" 28 ° F N 9, 0„ 8'-4"8,-3" 121 B 18'-4"--- 227 G 8'-3"$ 121 B 7'-7"7 227 G 10' 4"0' 223 Ci 9 -9"9'-6" 229 G 0 9 6"9'-3" 1 19'-68'-10" Ci 2 28 G 10' 6 222 Ci 9 -8"9' 228 G 7' oaw� a m 7, 7'-10" 2" 3" 3" 22 9' 6" 3" N X J 8'-6" $' 7'-10" 19 C 7'-10" 28 G 7'-9" 19 B 7'-2" 27 G 9'-9" 20 C 9'-4" 29 G '-10" 20 �' 8'-10" 29 G 9'-10" 21 E 9'-3" 29 G 8, 7'-9" 22 7' 4" 28 7'-8" 22 C 7'-0" 27 9'-8" 23 E 9'-1" 29 8'-8" 22 8' 4" 29 8'-10" 23 C 8'-8" 29 8'-0" g' 7'4" 19 C 7'-4" 29 G 7'-3" 19 C 7'-0" 28 G 9'-2" 21 E 9'-1" 30 G 8'-4" 20 C 8'-4" 29 G 9'-3" 21 E 9'-0" 30 G 9' 7'-3" 22 7'-0" 28 7'-3" 22 6'-8" 28 9'-1" 24 8'-8" 30 8'-3" 23 7'-10" 29 8'-4" 23 C 8'-2" 29 LL E „ 7 -6 10 7-1- 20 C 7'-1" 29 G 7'-0" 20 C 6'-8" 29 G 8'-9" 21 E 8'-9" 31 G 8'-0" 21 E 8'-0" 30 G 8'-10" 21 C 8'-8" 31 G 10' 8 U) 7'-0" 23 6'-a" 29 6'-10" 22 6'-6" 28 8'-8" 24 8'-3" 30 7'-10" 23 7'-6" 29 8'-0" 24 7'-9" 30 m 7,_0„ 11, 6'-9"6,-8" 223 C 6'-9"6 229 G 6'-8"6 223 C 6'-6'16'-3" 229 G 8'-4"$ 225 E 8'-47-10" 331 G 7 7"7'-6" 224 E 7'-7"7'-2" 3 G 8'-6"7 224 C 8'-4"7.6" 330 G 11' o O 4"69 7" 3" H 30 6" . N 6 6'-6" 20 C 6'-6" 30 G 6'-4" 20 C 6'-4" 30 G 8'-0" 22 E 8' 0" 31 H 7'-3" 21 E 7' 3" 31 G 8'-1" 22 C 8'-1" 32 H 12' a z W -6 12 6'-4" 23 6'-1" 30 6'-3" 23 6'-1" 30 7'-10" 25 7'-7" 31 7'-2" 24 6'-10" 30 6'-10" 24 7'-2" 31 Lu w,a�7 } 0 v O W LL W a-> ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- g Z T MAX.COL. SPACING F o 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. MAX.POST FTG. MAX.POST FTG. MIN. MIN. �a- ~ U J a 'N O ^y LL ON SLAB n 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 m m n (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE a o o 5 9'-10" 19 B 9'-8" 28 G 9' 9" 19 B 8' 3" 27 G 12' 3" 20 B 0'-10" 29 G - 11' 1" 19 B 10'-8" 27 G 12'-4" 20 10'-8" 29 B G 5 w Ml' -O" 9'-6" 21 9'-1" 29 9'-4" 21 7'-10" 28 11'-9" 23 C 10'-3" 30 10'-8" 22 10' 2" 30 10' 3" 22 10'-1" 30 a 9,-9„ 6, 9'-0"8,-8" 122 8'-108'-3" 229 G 8'-10$ 122 7'-107'-6" 228 G 11'- 223 C 10' 29'-9" 230 G 10'-29 222 B 10'-09'-3" 2 G 11' 49, 10'-19'-2" 229 222 C G 6 B 7" B 1'0'-9" 9" C 29 4" B ? o w .. N Z I 9 7 8'-4" 20 B 8'-3" 28 G 8'-3" 20 B 7'-6" 27 G 10' 4" 21 C 9' 8" 29 G 9'-6" 21 C 9'-3" 29 G 10'-6" 21 9'-7" 29 C G 7' „ } io $ o -0 8'-1" 22 7'-8" 28 8'-0" 22 7'-1" 27 10'-0" 24 9'-3" 29 9'-1" 23 8'-8" 29 8'-9" 23 8'-7" 29 z W 3ui�N J 8 8 7'-10" 20 C 7'-9" 28 G 7'-9" 20 B 7'-2" 27 G 9'-9" 22 C 9'-3" 29 G 8'-10" 21 C 8'-8" 29 G 9'-10" 22 E g'-2" 29 G 8' a W �' cr -6" 7'-7" 23 7'-2" 28 7'-6" 23 C 6'-9" 28 9'-4" 24 E 8'-10" 29 8'-6" 24 8'-1" 28 8'-2" 23 C 8' 0" 28 (/� 8-0 9' 7' 4" 21 C 7'-3" 28 G 7'-3" 20 C 6'-10" 28 G 9'-2" 22 E 9'-0" 30 G 8'-4" 21 C 8'-2" 29 G 9'-3" 22 E $'-10" 30 G 9 7'-2" 23 6'-9" 29 7'-1" 23 6'-7" 29 8'-10" 25 8'-6" 30 8'-1" 24 E 7'-8" 29 T-8" 24 C 7'-7" 29 LL LL 7, 6„ 10, 7'-1"6,-9" 224 7'-0"6'-6" 230 G 7-0"6 223 C 6'8"6'-4" 230 G 8'_g„8 225 E 8'-8"8,-1" 330 H s'-0"7'-8" 225 E 7'-97,-3” 330 G 8'-10';,-0" 224 EC 8 77'2" 330 H 10 o li _8„ q^ G W ao " E „ 7 -0 11 6'-9" 21 C 29 G 6'-8" 21 C 6'-6" 29 G 8'-4" 23 E 8'-3" 31 H 7'-7" 22 E 7'-6" �3OG 8'-6" 23 g'-3" 31 H"11 O w 6'6" 24 6'-2" 31 6'-4" 24 6'-1" 31 8' 1" 26 7'-8" 31 7'-3" 25 7'-0" 6'-4" 24 C 6'-10" 31 a = N 6'-6" 6'-6" 22 C :6'-:4" 30 G 6'-4" 22 C 6'-3" 29 G 8'-0" 23 E 7'-10" 31 H 7'-3" 22 E 7'-2" 31 H 8'-1" 23 E 8'_0" 31 H 12' N 12' 6'-2" 24 E 6'-0" 31 6'-2" 24 5'-10" 31 7'-8" 26 7'-4" 31 7' 0" 25 6'-8" 31 5'-9", 24 C 6'-4" 31 G ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21.14 B 4.dwg, 8/26/20146:18:43 AM, CutePDF Writer, No. C37948 r EXP. QS131! i Think Pad\Duralum\IAPMO 0195\5-21-14 Submittz ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3x8"x0.042" BEAM L `DB'L: 3 x8 x0'042':BEAM==-M W/ 14 GA. STL INSERT N W/ 12 GA. ATL. INSERT O W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT w ATTACHEDASOLID� y %FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � z ? ry = MAX.COL. SPACING O MAx.POST 'FTG XMIN� MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN.k25'-lLg�, .POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j p F ON SLAB °� S SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POSTCING (IN.) POST SPACING (IN.) POST SPACING(Wj) POST `SPACING (IN) POS � - (2) (3) F (SPAN) �(1)n TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPEPAN) (1) TYPE (SPAN) TYPE TYPE (1) F- O v 13'-7" 5' 19'-3" f 21 N 19'-3" 30 18'-4" 21 C 18'-4" 30 G 20'-1" 21 �' 20'-1" 30 G5'-10" 23 E 25'10" 32 H 28'-4" 24 E 27'-8" 35 5 < 18; '� 23 C 17'-8" 31 G 18' 4" 23 17'-8" 31 20' 1" 24 19'-4" 32 26 24'-10" 34 28'-4" 27 27'-0"37 `� - z s' 17'-7 22 C� 17'-T' 29 G 16'-9" 21 C 16'-9" 29 G 18'-4" 22 C 18'-4" 30 G -8" 24 E 23'-8" 32 H 25'-10" 25 E 25'-10" 34 J s' ' w f m N 6) / 16' 6" 24 X16'-1" 31 16' 9" 24 16'-2" 31 18' 4" 25 17'-8" 31 23'-8" 27 22'-9" 33 25'-10" 27 24'-10" 36 a. w D I „ 9-8 � 16'-3" 22 �� 15'-3" 24 C 1.6'-3 ,==29_ 15'-0" 30 �G 15'-7" 22 15'-7" 24 C 15'-7" 29 15'-0" 30 G 17'-1" 22 17'-1" 25 E 17'-1" 30 16'-4" 31 G 22'-0" 24 22'-0" 27 E 22'-0" 32 21'-1" 33 H 24'-0" 25 24'-0" 28 E 24'-0" 34 23'-1" 35 J 7 a o 0 Z J 15'-1'4,x., 225 E 15,14'Oi� 329 14'-14'-7" 225 E 114--71—, 229 G 16'-0°6,-0" 226 E 16'-05.x.. 330 G 20'-��.-7" 228 E 20'-19'-9" 332 H 22' 22.-6" 229 E 22'-21'-7" 334 J 8'it 8'-6" f8� G 7'-7 / 9' 14' 4" 23 E 14' 4" \30 G 13'-9" 23 E 13'-9" 30 G 15'-1" 23 E 15'-1" 21 G 19'-4" 25 E 19' 4" 33 H 21'-2" 26 E 21'-2" 35 J 9 0 , 13'-7" 25 13'-2� 30 13'-9" Z6 13'-3" 30 15'-1" 26 14'-6" 30 19' 4" 29 18'-7" 32 21'-2" 29 20'-4" 35 LL 6&9"" 10' 13'- 226 E 31 13'-8'2, G 13' 13'- 9 226 E 113--l'---2•-7" 330 G 14'-314.-3" 227 E 14'-31- 231 G 18'13 229 E 18'x"7 333 H 20'-120.-1 230 E 20'-1, 335 J 10' Z,-10" 7" * 3'-1" - 8'-4" -8" " 9,�" 'IT 6'-2" 11' 13'-1" 24 E -1" 31� 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 H 19'-2" 27 E 19'-2" 36 J 1 Q 12'-3" 26 12' 0" 30� ,�G 12'-6" 26 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 16'-10" 33 19'-2" 30 18'-6" 35 r 5,_8„ 12, 12'-6111'-9" 24 E 12'-6111' 331 G 12'-0'2 227 E 12'-0"1'-6" 331 G 13'-113'-1" 228 E 13'-112.-7" 332 G 16'-9"6,-9" 230 E 16'-9"6'-2" 334 H 231 E 18'411 336 J 12' 'n 6" 0" 118'-4"18,-4" 7.-8" N o 0- 0, w ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDINGSOLID ATTACHEDSOLID FREESTANDING SOL/D >z 1 > -;'j = MAX.COL. SPACING O 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN.p = ON SLAB E2 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 m 3 (2) (3) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ('1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13' 7" 5' 19'-3" 22 C 19'-3" 32 G 18'-4" 22 C 18'-4" 31 G 20'-1" 22 C 20' 1" 32 G 25'-1 24 E 25'-1 34 H 28'-4" 25 E 27'-8" 35 ! 5, O 16' 6" 24 B 16'-1" 32 17' 4" 24 17'-0" 33 H 1g' -O" 25 18'-6" 33 H 24'-4" 27 23'-10" 36 K 26'-8" 28 26'-1" 37 K N 6' 17'-7" 23 C 17'-7" 31 G 16'-9" 22 C 16'-9" 31 G 18'-4" 23 C 18' 4" 31 G 23'-8" 25 E 23'-8" 33 H 25'-1 26 E 25'-1 34 H 6' � . Z z r 15'-1" 25 14'-8" 32 15'-10" 25 15'-6" 32 17' 4" 26 17'-0" 33 H 22'-3" 28 21'-9" 35 1 24'-4" 29 23'-9" 36 J ° 9, 8„ 7, 16'-3" 23 C 16'-3" 30 G 15'-7" 23 C 15'-7" 30 G, 17'-1" 23 E 17'-1" 31 G. 22'-0" 26 E 22'D" 33 H 24'-0" 26 E " H 7' oa m 14'-0" 25 13'-8" 31 14'-8" 26 14' 4" 31 16'-1" 26 15'-8" 32 20'-8" 29 20'-2" 34 22'-7" 29 I cn J 8'-6" $' 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 22'-6" 27 E H$, E;433 13-1 26 C 12'-9" 30 13'-9" 26 13'-6" 31 15'-1" 27 14'-8" 32 19' 4" 29 18'-10" 34 21'-2" 30 Ic T , 9 14'-4" 24 E 14'-4" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15-1" 31 G 19'-4" 27 E 19'-4" 32 H 21'-2" 27 E19' H 9- E -T' 12' 4" 26 12'-1" 30 13'-0" 27 12'-8" 30 14'2" 27 13'-10" 31 H 18'-3" 30 17'-10" 33 20'-0" 31 - I LL 8 (n 6'-9" 10' 13'-8" 25 E 13'-8" 31 G 13'-1" 24 E 13'-1" 30 G 14'-3" 25 E 14'-3" 31 H 18' 4" 27 E 18'-4" 33 H 20'-1" 28 E 20'-1" 34 H 10' 11'-8" 27 11'-6" 30 12'-4" 27 12'-1" 30 H 13'-6" 28 13'-2" 31 17'-4" 30 17'-0" 33 19'-0" 31 18'-6" 33 I m m 6'-2" 11 ' 13' -1 " 25 E i 3'-1 " 31 H 12'-6" 25 E i 2' 6" 31 G 13'-8" 25 E 13'-8" 31 H 17'-7" 28 E 17'-7" 33 H 19'-2" 28 E 19'-2" 34 11 ' Q 11'-2" 27 11'-0" 30 11'-9" 28 11'-6" 30 H 12'-1p" 28 12'-7" 31 16'-7" 31 16'-2" 33 18'-1" 32 17'-8" 34 . o m r 5'-8" 12' 12'-6" 25 E 12'-6" 31 H 12'-0" 25 E 12'-0" 31 H 13'-1" 26 E 13'-1" 32 H 16'-9" 28 E 16'-9" 3'! H 18' 4" 29 E 18'-4" 35 12' U' z w . 10'-8" 27 10'-6" 30 11'-3" 28 11'-1" 30 12' 4" 29 12'-1" 32 15'-10" 31 15' 6" 33 I 17' 4" 32 17'-0" 34 7 wFa�' }tan' tr X> ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >O z o = SPACING =)a 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN, ON SLAB 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 SPACING (IN.) POST m G �a C (2). (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE � o m C 13'-7" 5' 18'-4" 23 C 18'-3" 33 H 18'-4" 23 C 18'-0" 33 i 20'-1" 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28'-4" 26 E 27'-3" 37 K 5 w O 15-1 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17'-4" 26 17'-1" 35 I 22' 4" 28 1'-10" 37 K 24'-6" 29 24'-0" 38 6, 16'-93'-10" 225 C 16'-9113'-6" 332 G 16'-9'4.-7" 226 C 16'6'4,-3" 333 G 18'-15'-10" 226 C 18'-015'-7" 334 H 23'-20'-6" 229 E 23'-20-1" 336 I 25 loll 230 E 2521,-10" 337 J 6 11 -4" H K 22'-4" K wow.. 9' 8" 7' 15'-7" 24 C 15'-6" 31 G 15'-7" 24 C 15'-3" 31 G 17'-1" 25 E 16'-8" 32 G 22'-0" 27 E 21' 6" 34 H 24'-0" 28 E 23'-6" 35 I 7' >�om z z W 12' 9" 26 12'-7" 32 13'-6" 26 13'-2" 32 14'-9" 27 14'-6" 33 H 19'-0" 29 18'-7" 35 I 20'-9" 30 20'-3" 36 K 3 a J 8'-6" $' 14'-7" 25 E 14' 6" 31 - 14' 7" 25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I 8' F a ch w oom� 12 -0" 26 C 11'-9" 31 12'-8" 27 C 12'-4" 32 13'-10" 28 13'-6" 32 H 17'-9" 30 17' 4" 35 I 19'-6" 31 19'-0" 35 9 13'-9" 25 E 13'-8" 30 H 13'-9" 25 E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 19'-4" 28 E 19'-0" 33 H 21' 2" 29 E 20'-8" 34 H 9 -7 11'-4" 27 11'-1" 31 G 12'-0" 27 11' 8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31 16'-4" 34 18'-4" 32 18'-0" 35 1LL 0 6 -9 10 13'-1" 26 E 13'-0" 30 H 13'-1" 26 E 12'-9" 30 H 14'-3" 26 E 14'-0" 31 H 18' 4" 29 E 18'-0" 33 H 20'-1" 30 19'-8" E 34 H 10 u p 10'-9" 27 10'-7" 30 G 11' 4" 28 11'-7" 31 12'-4" 29 12'-1" 31 16'-0" 31 15'-7" 34 17' 4" 32 17'-1" 35 I w 33 w 6'-2" 11 _ 12' 6" 26 E 12'-6" 31 H 12'-6" 26 E 12'-2" 31 H 13'-8" 27 E 13'-4" 31 H 17'-7" 29 E 17'-2" H 19'-2" 30 E 18'-9" 34 I 11, w O 10'-3" 28 10'-1" 31 10'-10" 28 10'-7" 31 11' 10" 29 11'-7" 31 15' 2" 32 14'-10" 33 16'-7" 33 16'-3" 34 a = r 5'-8" 12' 12'-0" 27 E 1' 10" 31 H 12'-0" 27 E 11'-8" 31 H 13'-1" 27 E 12' 9" 32 16'-9" 30 E 16' 6" 33 18'-4" 31 18'-0" E 35 a rn 9'-10" 28 9'-8" 31 10'-4" 29 10'-1" 31 11'13" 30 11'-1" 31 H 14'-7" 32 14' 3" 33 15' 10' 33 15'-7" 34 12' -t wa. / / ute .ter. cl \t.�rrti Ff�G C /- 1 cvr t\ �'1 d•�: rt',.r.. X15•.202 '.� :Y BEAM TO P SPLICE DETAILS 11 SIMPLE SPLICE T & LATTICE TUBE TO RAFTER CONNECTION DETAILS BEAM TO POST DETAILS 12 1 BEAM TO POST DETAILS FULL MOMENT I(I1 I I #10 S.M.S. II #12 S.M.S. (e T. Np THICKNESS =.035' (24 TOT II TYP. THICKNESS =.035" I I 6.38" I I I I 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. 3 I TOTAL= (8)-1/2"0 BOLTS I --►1 SPLICE WHERE 4,1 OCCURS 070" TYP. ALUM. ALLOY 6063-T6 4" I -BEAM 3-0 MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED 4„ IF SPLICE WHERE OCCURS 11" TYP. I ALUM. ALLOY 6063-T6 1'-0" 1.00" O -�--0 2.010" O Q O O 6 - #14 SDS T-0" 16" 1" ALUM. ALLOY 6063-T6 4" I -BEAM 3-0 MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED 4„ IF SPLICE WHERE OCCURS 11" TYP. I ALUM. ALLOY 6063-T6 7" I -BEAM 1 %2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 1.501 � - 1.50" 28"� 2,1 018" ThirlkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5.21-14 A 5.dwg, 8/27/2014 11:47:17 AM, CutePDF Writer, MD2LICE "x3"MNT PLATTICE TUBE ALUM. ALLOY 3105-H25 28" 2" .018, I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM SO. POST (2)#10 S.M.S.@ EA. VALLEY. TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8. 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST x 8" x.042" BEAM, " SQ. STEEL OR 9AG BEAM. (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER #8 x 2 "SMS, 2 1/2" 1 1/2" SO.. 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. " TO 6"O.C. MAX. 'OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HAROBORD ) (12). #14 x 1/2' S.M.S. EACH SIDE OF 3" SO. POST (8 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3' SO. POST 3' SO. POST 44714 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (&TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASIIER EA. SIDE OF 3' SO. POST UTTER FASCIA TJR�o ' 3' SO. POST MAG BEAM 40" 3'SO. STL. BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS 1'-0" 1.25' OO 4.5" O O O O 6 - #14 SDS T-0" 16" 1" 7" I -BEAM 1 %2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 1.501 � - 1.50" 28"� 2,1 018" ThirlkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5.21-14 A 5.dwg, 8/27/2014 11:47:17 AM, CutePDF Writer, MD2LICE "x3"MNT PLATTICE TUBE ALUM. ALLOY 3105-H25 28" 2" .018, I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM SO. POST (2)#10 S.M.S.@ EA. VALLEY. TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8. 0 THRU BOLTS @ 7' I -BEAMS H - BRACKET TO POST x 8" x.042" BEAM, " SQ. STEEL OR 9AG BEAM. (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER #8 x 2 "SMS, 2 1/2" 1 1/2" SO.. 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. " TO 6"O.C. MAX. 'OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HAROBORD ) (12). #14 x 1/2' S.M.S. EACH SIDE OF 3" SO. POST (8 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3' SO. POST 3' SO. POST 44714 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (&TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASIIER EA. SIDE OF 3' SO. POST UTTER FASCIA TJR�o ' 3' SO. POST MAG BEAM 40" 3'SO. STL. BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES �IAT OVERHANG i I ROOF PANEL o o (j FASTENER 6 1'/2^ -------- ------- oo GROUP ROLLFORMED OR o 0 EXTRUDED GUTTER ALUM. BRACKET X #14 S.M.S. @12-O.C. FASCIA 6 1/2"x2"x.024 2" 1" "L" SEE TABLE RAFTER "U" BRACKET - RAFTER TO BEAM I (6) - #14x 3/" TEK SCREWS BRACKET TO RAFTER (6) - #14x 3/4" TEK SCREWS BRACKET TO BEAM 2.125" FOR 2 x RAFTER 1 = .040" (aD 6063-T6 1/2" MIN. o O 4- O :Q / Mi Z w w z U Z Z z w N W � A a N � U a <d �p0 J z zo J W W C1 Q 0. w Ill U /r U U z O a z U a Qq r u w 0 0 U U rn K Q gwF w ro o ' z a0 O m z Q�~o w U a l�1 U Ud a?w� �bL) o YoN' Oaz� U J a v o�Qa '•D- 0_�mv' 1- 0 ze w o w m�0m z z w w 3 N QU W corn¢ 'O O) v Z; p M o W LU a = Q rn *II' No. C37948 q ,n\ EXP. 03311 Am- : m rxp; CIVIL,C180 LATERAL FORCE RESISTING SYSTEM (LFRS)FOR ATTACHED COVERS ,,)BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ' POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS Sr:RFW IG mj.ginF PER SIDE I .5" #14 SMS MAY - -BE USE AS 3.5"3.5"_ BE TO " 1/4"0 BOLTS 3.5" 3.5" - -5„ - - 8" BEAM 5" ¢� 2"X6.5"X0.032" SIDE PLATES m 110 MPH 120 MPH 130 MPH Fr EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 1 6 7 cr 2"X6.5"X0.042" SIDE PLATES m 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:46:38 AM, CutePDF Writer, I f a OR a SEE NOTES BELOW I I I I I #14 SMS EA. SIDE TOP MID HEIGHT 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED AND BOTTOM. `3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" FW/ (6)-#14 S.M.S. EACH SIDE. IflW/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED (E) STRUCTURE I i • i i i + I j � � i I I i 1 j COLUMN 1: 3"x3'0.032" W/ (2) 2"x6.5"x0.042" SIDE !PLATES. SEE B I AND ROLL -FORMED OR COLUMN 2: PER SPAN TABLES j INSULATED ROOF PANEL INTERLOCKING SEAMS, TYP. i 001, 2F'QSOA- WALL HANGER ROOF PANEL ATTACHMENT LENGTH. L ROOF P FASTENERS, "I "SET 4 SEE SHEET 4 ROLL -FORMED #14 SMS @ 32•• O.C. MAX. OR IRP (4 MIN. PER PANEL INTERLOCK) as s ROLL -FORMED PANEL ROOF HANGER 2) ROLL -FORMED PANEL INTERLOCKING SEAM #14 SMS @ 32" O.C. 4 MIN. ALUMINUM S TOP & BOTT. 0.024" P INSULATED ROOF PANEL INTERLOCKING JOINT z a z z z _ W H N n w U j U, cn y U a -d 050 0 -,z o w o a CL ul Lu rr U U z O J z O `d F U rr E 0 0 U E m LL U U) 2 H Q?wo ui w �U�wa 0 00 v; jLLwiv O2z� C) FL OJ¢a a- O m ° w w 0 w 2; :E wow mr Om zo Z u?Ww 3wJN Q U w 00lnK u�f � rn � O LL ;Y p IY W O w CL w CL = Q � COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OFREQ..,COLUMNS ' z Z It w w z U Z Z o — w r w w Q ~ N U7 m O Q < TABLE 1 TABLE 2 a Z ATTACHED ONLY ATTACHED AND w w STEEL POST ONLY: T" BRACKET @ 3"SQ. POST FOOTING &ANCHOR BOLTS FREESTANDING ; USE POST TYPE a F,5 D W/ (4)-414 SMS EA. SIDE OF POST ALTERNATE FTG. 'I I F, G, H, I, J OR K I Q o Q OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH L) Z SINGLE POSTS FOOTING SIZE EMBED. CUBE SIZE SQ. 18' DEEP ' CUBE FTG. POST POST TYPE B,C,D, OR E. POST I I I 0 a Q STEEL."T" BRACKET OR 9" SQ. BOLTS 1/2 DEPTH OF i i , M w 18" 18" SQ. 12" 17' - 22' CUBED (1) (2}318.0 1 7/8' BASE PLATE USE WITH [ FOOTING OR j g 20" 21^ SO. 12" POST TYPE B,C,D,E,F,G,H,J OR K. 12" MINEMBD. Ii O 22" 25" SQ. 16"EA. — (2)-3/8"0 STRONG -BOLT 2 SS SEE TABLE 1 BRACKET TO SLAB. 23' & 2a' CUBED (t) (2}v2 0 3 t/a t....I I 20"::. 1/2" MINIMUM DISTANCE TO 24" 28" SQ. iIII:-.. �... I;;J9 OF SLAB. 25' • 3o CUBED 2 (a}tl2 0 311a() 26" 32" SO. 23"EDGE MINIMUM DISTANCE FROM I'IIII \ I , 1 'I 1 II u-33" W ZSLAB r1/2OM.B 28" 35"SQ. 25" CRACK TO COLUMN. 31 - 34' CUBED (2) (a}5/8'0 a ` : �. W 30" 39" SQ. 28" (11/8"MIN. EMBEDMENT) � tod8, 35'•39' CUBED (2) (4}3/4.0 4 3/4' 32" 43" SQ. 30" DE TH •-• 3U)(. \' 34" 47" SQ. 32" SLAB SHALL BE IN a v POURED CONCRETE FOOTING SEE TABLES x9" LONG, 1" No°; . • ' a Q FROM END p co �^ o o 0 40' - a2' CUBED (2) (a}3/a'e 4 3/4' 36" 51" SQ. 34^ GOOD CONDITION OF POST Z ° „ Z NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS 38" 55" SQ. 37" FOR SIZE — POURED Q 3 40„ 60" SQ. 39" 3 1/2" MIN. SEE FOOTING �SOUARE--I ICC -ES ESR • 3037 ( > SQUARE, SEE FTG. CONCRETE O 14 0 IN BEAM SPAN TABLE 1) MAY USE EITHER STEEL T BRACKET OR SCHEDULE IN BEAM FOOTING w _ 42" 64" SO. y 41 • 1 ALTERNATE FREESTANDING BASE PLATE. SPAN TABLES 44" 69" SO. a3' EXISTING SLAB POSTS TO CONC. FOOTING O ATTACHED COVERS ONLY O ATTACHED COVERS ONLY 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE. "\��+_ OSQUARE POST EMBED. INTO FOOTING CUBE FOOTINGWl312'SIAB - - w Z Z — -- -�_ o N O a U O LL- N O 0 0w O Z ¢ a a z LL (3)-3/4"0 BOLTS �r-w0 m z o w FOR POST TYPE F, G, H, I, J & K 0 2 m 2 co 3"OR4"SQ. " w 45" INSERT 16" x 0.188" ASTM A500 s 415" GRADE B N j m —L STEEL N m D LL 0 Ud T.O.C. � U)U y Q Z w m (4)- SS316 3/4"0 STRONG -BOLT 2 SS w U STEEL PER ICC -ES ESR 3037 } N (4 3/4" EMBEDMENT DEPTH) a w ALUM. ALLOY 3.00" OR LL Q_a 6063-T6 — 2.40" „ 1.375 75" 11�` l q 7/16"0 HOLE I FOR 3/8" MB .56" ASTM A500 GRADE B — - 2 FLANGES 2 1/8" APART INSERT TO BASE PLATE 3/16" POST N L) z Z o O J a e „ a o m w INSTALL %" x 1Y2" x Y8" HDG 1.125" 2.5" - — - 0 WASHER PLATE AT ANCHORS w el.60" 75" .75" BASE FLARES TO 3"WIDE EA. INSERT >� Z157" N Z TYP.. SIDE OF FLANGES 9" Sq. X 5/8" THK. -. --� z o 3 wJ N1.50 THK. BASE PLATE Q w TYP. USE FOR 3" OR 4" 1.75" �� FOR 3" POST, (ASTM A500 GRADE B STEEL) o c' .090 INSTALL 1Y2" x 1Y2" x YB" HDG STEEL POSTS 5.50" 4' WIDE FOR 4" POST 1 Ya" 6)/2" F� 1 Y4" WASHER PLATE AT ANCHORS 1-7/16"0 HOLE FOR 130 MPH 2- 5/16"0 HOLES—Z 2-3/8" HOLES CD U- TYP. EA. SIDE WELDED STEEL BASE PLATE Q a o NOTE: CONCRETE SLAB ANCHORS SHALL BE NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. w DIAMETER SIMPSON STRONG -BOLT 2 SS O j (ICC -ES ESR -3037) t Q m co ALTERNATE FREESTANDING BASE PLATE ANCHOR ALUM "T" BRACKET C STEEL "T" BRACKET OD ThinkPad\Duralum\IAPMO 0195\5-21-14 Subm ittal\5-21-1 4 A 5.dwg, 8/27/2014 11:45:56 AM, CutePDF Writer, PdALl *}' No. C379483 l -„\ F_XP.03;31/•r F(5i'•±.SI Ate, Exp:_iZ " r, CIVIL s�a• 1841Q r!p. 2 HANGER CHANNELS AND MOUNTING BRACKETS FASTENERS, T=.060" TYP. Z }– — 2.740" SEE TABLE 3, SHEET 4 z w FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 i w w z u w N ALUM. 3004-H36 O6 .630„ •25"R .05' T=.060" FASTENERS N 0 O 3" n ¢ r 'n m Al202" FASTENERS, " SEE TABLE 3 SHEET 8 6" 0 D I= 0.04" (2) DIA. SEE SHEET 4 0 ¢ j a 0 io 0 563" 200/5„ °° z ci c+i � .281" _ __ ___- � Q � 9'ul -_ FASTENERS CONTINUOUSA-RAIL ROOF PANEL � (WHERE OCCURS) O CD M U d f `" ``' cl) SHEET 8 ------ Z) cr U a 0 0 SEE TABLE 3 v~i 060" FASTENERS, w SEE SHEET 4 ALUM.ALLOY FASTENERS, SEE TABLE 3, SHEET 4 3.. 3" ���� g J z o 1 75 —� 6063-T6 1.880" w AL6063-T6 Y ALUM.ALLOY ALUM. ALLOY 2 6063-T6 6063-T6 0 ROLLFORMED O O EXTRUDED HANGER / CONNECTION O I.R. HANGER "H" BRACKET HANGER LL NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED 00 AT ROOF LOADS EXCEEDING 30 psf. 1 (3) /2 0 LAG SCREWS 10# L.L.=(2)#14 SMS EA. SIDE 1 1/2" N 20#,25#,30# L.L.=(3)#14 SMS EA. SIDE BEAM SPLICE TO a #14 SDS, 40#,50# L.L.=(4)914 SMS EA. SIDE OCCUR DIRECTLY OVER 5/8" 0 PLASTIC o 3 PER SIDEFZ I POST. NOT PERMITTED PLUG WHERE o a 3/4" OR 1 1/2" _@ 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE>0 PER SIDE.5^ #14 SMS MAY ° 2" x 6 1/2" OR - 5"- -BE USE AS 3 5" MIN. 3" x 8" ALUM. 3.5" 3.5' ALTERNATE TO ° 1/4"0 BOLTSU)3.5" -4 A 3.5" WOz3/4" 3"x8"ALUM.-- jRAFTER OR 1 1/2" —-------- ------------ - -- ---------- 8" BEAM 5.. 5" > w za3" 00X HEADER +" U -BRACKET I OR 2 I wa LU EXISTING WOOD STUD FRAMING SEE NOTES NLL m3"x8" \ ALUM. E) STUCCO BELOW 1 I 6 1/2"SIDEPLATE EA. 2Yz" (E) STUCCO RAFTER x 3-1/2" LAG SCREWS L.L.=10 psf 1 SIDE SEE POST SCHED. AE 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 THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING CO PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORE RESISTING SYSTEM, SHEET 11 U HEADER BRACKET O2 RAFTER TO STUD WALL CONNECTION O3 BEAM TO POET CONNECTION (8) w F N F-UU 1 1/2" OR 2"LATTICE #8 S.M.S. � O ui � ALTERNATE 1/2" DOUBLE RAFTER- CONNECTION7j/ PLAN 2 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" ALUMINUM MEMBER WITH EXISTING WOOD FILL OR SHEATHING DBL. 3"x8"x0.042 BEAM w a a z ZBOLT �0>10 ALTERNATE: NOMINAL LEDGER OR DBL. 2"x6.5"x0.032"/0.042" BEAM J a e 2 < (NEW OR EXISTING) r 4-#14 S.M.S. EACH J SEE NOTE, DETAIL B, a CL O m m RAFTER TO COL. SHEET 8 rr CONNECT. (8 -TOT.) 2"x6.5" OR 3"x8" RAFTER X O w E. 0 t f r o o ALTERNATE: 1/2" BOLT i o +" z < 4.5' O 6' ALTERNATE: FASTNERS, SEE TABLE 3, '; SHEET 8 wow.. N z r 'm N 0 fD (2)- #14 S.M.S. EACH RAFTER z w 1" TO COLUMN CONNECTION 5/8" 0 ACCESS HOLES 3 w N a > a ° (4 -TOTAL) " INSTALL 6- #14 X Y4" o N s ALTERNATE: 3"x E STATTAC ED INSERT ATTACHED OR (2)-2x6.5" OR - ALTERNATE: LONG SDS @ EACH 3" SO, POST HEADER TO COLUMN 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING 2 2x6.5" OR 2 3"x8" HEADER (r `^ EXISTING r,; (12 FASTENERS PER to o, rn (2)-1/2"BOLT / ALTERNATE: 1" STUCCO OR EQUAL CONNECTION ) o w O 3"x3"x0.024" (1) - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD 2"x 6.5" SIDEPLATE CONNECTOR (2)- #14 S.M.S. EACH RAFTER w Q 0 w DBL. RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. O EXIST.GER O I ��DOUBLE_HEADER'TO�O7 a co gITTACHMENOT DETAIL COLUMN-DETAIL�`� ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:44:47 AM, CutePDF Writer, I 1 h� OF g �S 1. CPM s .Y ST9�41 ••LIr,° �>I• �p�1 CIVIL�.� ■ko. 18��A BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & 30 PSF SNOW FREESTANDING SOLID COVERS LOAD - 110,120,130 MPH - EXP. B & C, z a -' 1.52" - A 6.5" ROLLFORM 6.5" 0.61" 1.79•' 2.57" 0.73" - .o3e' z.oe" SPLICE WHERE occuRE I I 0.075" I II 3.0" rYP. I I L _ - - J I -1I 3.0` @,_)�MAG BEAM M. ALLOY 6063-T6 Ir I WHEIRE OCCURS a.o" 0.070' p 3.0" 4" I -BEAM C ALUM.ALLOY 6063-T6 GUTTER EXT. CLIP SPLICE I WHERE occuRs I I " I 4.6 I 0.065" I 2.oa^ I TMP I I - _ - - I L - - T=12 GA. ASTM A653 SS GRADE 50 G60 3.0" .032" ALUM. �--- -I 3.0" 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL rL E ASTM A653SS GRADE 50 G60 W Z Lj (U-' c zLU 1" ¢ ~ p Z Q 0 1- L) a a < Z °� z w o a a o 0 ¢ z o a � w W � u C C O r 1 ' J '^' v' LL_ (%� O M _ I MAX.COL. SPACING ON SLAB (2), (3) _ o m _ ATTACHED SOLID FREESTANDING SOLID ~ ~_ m MAX.POST FTG. SPACING IN. ( ) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING IN. ( ) (SPAN) (1) MIN. POST TYPE 9'-0' 5 8'-8" 16 8'-8" 18 B 9'-2" 28 9'-0" 28 G 5' 6, 8 4' 6 7'-11" 17 7'-11" 19 B 8' 4" 29 8' 2" 29 G T-6" 7' 7'-4" 17 7'-4" 19 C 7' 9" 29 7'-7" 29 G 7' 2.93"-� 6.5" ROLLFORM %� ALUM. ALLOY 6063-T6 4.00" 4.5" MAG GUTTER D ALUM. ALLOY 6063-T6 , T-0' g' 6'-10" 17 6'-10" 20 C 7'-3" 30 7'-2" 30 G 8 NP g' 6'-6" 18 6'-6" 20 C 6'-10" 30 6'-9" 30 G 9' 0.375" SPLICE T=0.125 WHERE ALUM. OCCURS AL 6.656" 7.0" 8.0•' 0.110" 0.042" 6.5" 0.032" 6.5" 0.042" TYR TYP. TYP.- TYR 0.375' 1.75' _ a.o" 4.0" I I I z.o" MAX. z.a" z.o` MAX. z.o" - I-- -I 4.0., 3.0,. DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM F 7" I -BEAM ALUM. ALLOY 3004-H36 `� ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 OR EQUAL OR EQUAL OR EQUAL NP 10' 6 -2 18 6'-2" 20 C 6'-7" 31 6'-4" 31 G 10' NP 11' 5'-11" 18 5'-11" 21 C 6'-3" 31 6'-2" 1 G LL o `� 6' o 0 o� a� O " 3 Z 03 N I.i x NP 12' 5'-8" 19 5'-8" 21 6'-0" 32 5'-10" 31 G 12' ^ t� c C O N r 1 MAX.COSPACINL. SPACING ON SLA (2),(3)13 � � o m ATTACHED SOL/D FREESTANDING SOLID � ~ � o T§ MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE >WZ< Woo a ow 'o >W,< z O a En 2 ' k W w oN a w m 9'-0" 5 8'-8" 17 8'-7" 19 B 9'-2" 28 8'-9" 28 G 5 8'-4" 6' 7'-11" 17 7'-10" 20 B 8'-4" 29 8' 0" 9 G 6 7'-6" 7' 7'-4" 18 7'-3" 20 B 7'-9" 29 7'-4" 29 G 7' 7,_0„ 8, 6-10" 18 6'-9" 21 C 7'-3" 30 7'-0" 30 G 8' W/ (1) "C" INSERT G ALUM. ALLOY 25" W/ (2) 6C31NSERTS -T6 H ALUM. ALLOY a oR 6063-T6 T=120R ASTM 14 GA, A653 SS NOTE: 8.0" 7.875" ASTM GRADE 8.0" WHERE'C' SPLICE OCCURS AS SHOWN IN A653 SS 50 G60 SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' GRADE FULL LENGTH OF THE 7" I -BEAM. TYP. 50 G60 ,042" TYR 0.625" "o" I "o"�� 3.0"-- 3.0"-- 2.675" 3.0"-� 3.0"-- MAX. MAX. DBL. 3"x8"0.042" BEAM 3"x8"0.042" BEAM DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT J vi W O M NP g' 6'-6" 19 C 6'-10" 30 6'-7" 30 G 9' E m < U U d rn U z ¢ w F � Y�U� Of 8 > A Waa� 0O W o U a N F= o a o m NP 10' 6'-2" 19 6'-1" 22 C 6'-7" 31 6' 3" 30 G 10' NP 11' 5'-11" 19 5'-10" 22 C 6'-3" 31 6'-0" 31 G 11 NP 12' S'-8" 19 5'-8" 22 E 6'-0" 32 5'-9" 31 G 12' = CC MAX.COL. SPACING ON SLAB (2), (3> _ ¢ F- Z)o m ?r ATTACHED SOLID FREESTANDING SOLID _ ¢ m F- MAX.POST FTG. SPACING (IN.) (SPAN) (t) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE L ALUM. ALLOY 3004-H36 M ASTM A653 SS GRADE 50 G60 ASTM A653 SS GRADE 50 G60 OR EQUAL G O g�_01. 5' 8'-8" 18 8'-4" 20 B 9'-1" 28 8'-6" 29 G 5' W r. 3"x8"x0.042" BEAM DBL. 3"x8"0.042" BEAM FOOTNOTE: "SAMPLE" W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT ASTM A653 SS GRADE 50 G60 FIGURE INDICATES P ASTM A653 SS GRADE 50 G60 EXPOSURE B FIGURE INDICATES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3'x8" BEAM. THE FULL LENGTH OF THE 3"x8" BEAM. FOOTNOTES TO ALL SPAN TABLES: 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 EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. SHALL BE THE SMALLER OF THE MAXIMUM SPACING MAXIMUM COLUMN SPACING MEASURED AT THE WHERE SLAB OCCURS, CUBED FOOTING SIZE SHOWN IN THIS COLUMN OR THE MAXIMUM POST COLUMN AND SHALL NOT CONTAIN ANY CRACKING. MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. SPACING SHOWN FOR THE SELECTED BEAM. THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE, SEE ALTERNATE FOOTING TABLES 9 1/4" MINIMUM. SHT. 10 FOR ATTACHED COVERS M 1 0 j � LL. UJ `O W o W r � o m Z N Z w 3 iu w N � a U n 8'-4" 6' 7'-11" 18 7'-7" 21 B 8'-3" 29 7'-9" 28 G 6' 7'-6" 7 7'-4" 19 7'-2" 21 B C 7'-8" 29 T-2" 29 G 7 7 -0 8 6' -1 O" 19 6'-8" 22 C7'-2" 3O 6'-9" 29 G 8 NP g 6,-6„ 20 6'-3" 22 C 6,-9" 30 6'-4" 30 G g o o O w N LU a in NP 1 Q' 6' -2 20 6'-0" 23 C 6'-6" 31u 6'-1" 30 G 10' 11 5'-11" 20 5'-9"LU 23 C 6'-2" 31 5'-9" 31 G 11 12' 5'-8" 21 5'-5" 21 C E 6'-0" 32 5'-7" 31 G 12' ThinkPad\Durafum\IAPMO 0195\5-21-14 Subml a wg, u e Writer, No. C37948 / Ex F. O?131 / )6. -/- I J ` / C:�1P 'i:,s=L L �; CIVIL p.18a1a r�b.6 ti1�22ez ATTACHED & FREESTANDING SOLID COVERS - 25 PSF SNOW LOAD - 110,120,130 MPH - EXP. B & C 3"x8"4.042" BEAM 3"x8"4.042" BEAM DBL. 3"x8"0.042" BEAM DBL. 3"x8"x0.042" BEAM Z(FDBT3"x8-"-x004�2-'BEAM N W/ DBL. 12 GA. STL. INSERT P w I�► �. w Z ATTACHED SOLID FREESTANDING SOLID ? ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > w MAX.COL. SPACING _ 0 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. MAX.POST FTG. MIN, MAX.POST FTG. MIN. j p ui ^= LL ON SLAB L 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 (M;) POST SPACING((N.) 3- 6- (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE TYPE TYPE fY r FW 10'-4 5' 14'-1" 19 C' 15'-9" 31 C7 14'-3" 19 C' 15'-1" 31 G 16' 6" 20 E 16'-6" 32 G 1' 2" 22 E 21'-2" 34 H 23'-2" 22 E 23'-2" 34 1 5 ColU rn N O 14'-1" 21 15'-4" 31 14'-3" 21 14'-8" 31 16'-6" 22 16'-1" 31 21'-2" 24 20' 8" 33 23'-2" 25 22'-8" 34 H z o 6 12'-10" 19 E 14' 4" 32 G 13'-1" 20 E 13'-9" 32 G 15'-1" 21 E 15'-1" 32 G 19' 4" 22 E 19'-4" 35 1 21'-2" 23 E 21'-2" 35 6 w o a 12'-10' 22 14'-1" 32 13'-1" 22 13'-6" 31 15'-1" 23 14'-8" 32 19`-4" 25 18'-10" 34 H 21'-2" 26 20'-8" 35 a- w D $,_0„ 7' 11'-311 222 E 13'3,-1" 332 12'-112'-1" 222 E 12'-9'2,-6" 332 14' 014,-0" 223 E 14'-013-8" 333 H 18'-0'8-0" 226 E 18'-0'17'-7" 335 19'-819,-8" 226 E 19'-8"9'-2" 336 K 7' < o 3" J 7'-6" 8, 10'-710,-7" 222 E 12, 1112'-2" -33- H 11'-4"1'-4" 223 E 12'-01' 333 H 13'-113' 224 E 13'-112'-9" 333 H 16'-16'-10' 226 E 16'- 16' 336 K 18'-418'-4' 227 E 18'-4'8'-0" 337 K 8' 33 8" G 1 4" I 7coi'-0" 9' 91 5"9'-5" 2023 E 11 334 I + 10'-810'-8" 223 E 11, 1111'-1" 333 H 12' 412 224 E 12'-4"2'-1" 334 H 15 227 E 01, 336 15'- �5' K 17'-417-4' 228 E 17' 4"7 337 K 9 LL 1�'-7" a" 15-10"10' 6" 0' o U) N.P. 10, 8'-118'-11" 223 E 11, 1„1 334 H 0 _ 224 E 10'-9 334 H 11'-911'-9" 225 E 11'-9"1 334 15'-15,-1" 227 E 15'-14,-8" 337 K 16'-616,-6" 228 E 16'-6'6'-1" 338 K 10' 0" 10'-2" 0'-6" -6" N P 11' 8'-5" 21 E 10'-8" 35 I 9'-8" 22 E 10'-3" 34 H 11'-2" 22 E 11'-2" 35 I 4'-4" 24 E 14' 4" 37 K 15'-9" 25 E 15'-9" 38 K 11' a Ili 8'-5" 23 10'-6" 34 9'-8" 24 10'-0" 34 11'-2" 25 11'-0" 35 14' 4" 28 14'-1" 37 15'-9" 29 15'-4" 38 LL o N N P 12, 8'-0" 21 -2 E 10'-2" 35 I 9'-4" 22 E 9'-10" 35 1 10'-9" 23 E 10'-9" 36 I 13'-9" 25 E 13'-9" 38 K 15'-1" 26 E 15'-1" 39 K 12' N 8'-0" 9'-8" 35 9'-4" 25 9' 7" 34 H 10'-9" 26 10'-6" 35 13'-9" 28 13'-6" 38 15'-1" 29 14'-8" 39 „ a o� ¢o p n J 0 3 Z ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Z 3 N N MAX.COL._ SPACING Z o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. IN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. o 0ON 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 m (2) (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 10'-4" 5' 14'-1" 20 C 15'-9" 31 G 14'-3" 20 C 15'-1" 31 G 16'-6" 21 E 16'-6" 32 G V-2" 23 E 21'-2" 34 H 23'-2" 23 E 23'-2" 34 I 5, O 13'-10 21 15'-0" 32 14'-1" 23 14' 3" 31 16'-3" 24 15'-7" 32 19'-10 25 20'-1" 34 22'-10" 26 22'-0" 35 r 9'-0" 6' 12'-10" 20 E 14'-4" 32 G 13'-1" 20 E 13'-9" 32 G 15'-1" 21 E 15'-1" 32 G 9'-4" 23 E 19'-4" 35 I 21'-2" 24 E 21'-2" 35 6 w 12'-1" 22 C 13'-8" 31 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 $,_0„ 20 11'-311 E 13'-4"2 3 C7 12111'-10" 224 E 12'-9 2 332 G 14'-013,-9" 225 E 14'-013'-3" 333 H 8'-0"6,-9" 227 E 18'-0 335 ( 19'-819 228 E 19'-8°$,-7" 336 K 7' a m 7 -1" -8" 32 1" H 7'-1" _4" 4 I 0 J 7'-6" 8' 10'-7" 21 E 12'-7" 33 H 11'-4" 21 E 12'-0" 33 H 13'-1" 22 E 13'-1" 34 H 6'-10" 24 E 16'-10" 36 K 18'x" 25 E 18' 4" 37 K $, 10'-6" 22 1'-10" 33 11'-2" 24 11' 4" 32 12'-10" 26 12' 4" 33 15'-8" 27 16' 0" 35 I 18'-2' 29 17'-6" 36 7'-0" 9' 91-5" 21 E 11'- 333 H 10'-8 225 E 11, 1„0'-8" 333 H 12'-4"11'-7" 226 E 12'-411 334 �"I 15'-14,-10' 228 E 15'- j 5 336 K 17'-4"7,-2" 229 E 17' 416'-6" 337 K 9 E LL 9'-3" 11 �-2" 0'-7" �-8" -1" 8 N.P. 10, 8'-11"$ 223 E 11'-110'-8" 334 H 10'-110'-0" 225 E 10'-9"0'-2" 333 H 11'-911 226 E 11' 9'11'-2" 334 1 15 228 E 15' 14'-3" 336 K 16'-616,-3" 230 E 16'-6 5 337 K 10' N 9' -0" H 14'-1" 7, } N e co 11 ' 5" 22 E 10'-8" 35 9'-8" 23 E 10' 3" 34 H 11'-2" 23 E 11' 2" 35 14' 4" 25 E 14' 4" 37 K 15'-9" 26 E 15'-9" 38 K 11 0 < FJ g _4" 23 10'-0" 34 9'-6" 26 9' 8" 34 10'-6" 27 10'-7" 35 13'-4" 29 13'-8" 37 15'-6" 30 14'-10" 38 o N NN.P. N.P. 8'-0"7,-10" 224 E 10'-29'-2" 334 9'-4"9'-1" 226 E 91 109'-3" 334 I 10'-910,-0" 227 E 10'-910'-2" 11 335 I 13'- 2'-10" 229 E 13'-93'-1" 337 K 15'-14,-10" 231 E 15'-14'-3" 338 K 12' <cn - g T 12, FI �>� 06- LL L i ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > w o MAX.COL.V SPACING o 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. MAX.POST FTG. MIN. MAX.POST FTG. MIN. a N a < L.L ON 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 m , (2),(3) cc -1f (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE a: a o m 10' 4" 5' 14'-1" 21 C 15'-7" 32 G 14'-3" 21 C 14'-10" 31 G 16'-6" 22 E 16'-3" 32 G 1'-2" 24 E 20'-1 34 H 23'-2" 25 E 22'-1 35 1-- 5, O 13'-6" 23 14'-6" 33 H 13'-8" 24 13' 10" 33 H 15'-10" 25 15'-2" 33 H 20'-4" 27 19'-6" 36 J 22'-4" 28 21' 3" 37 K 9,_0,. 12'-10" 224 E 14'- 9 332 H 13'-112.-7" 224 E 13'-12-8" 332 C7 15'-114,-6" 226 E 14'- 333 H 19' 4'x.-8" 227 E 19'-1 �,-9" 335 H 21 229 E 20'-1 336 I 6 6, 8' 3'-3" 13-10' I 20'-4" 9'-6" J 21 o w .. i $,-0„ 11'-310'-9" 224 E 13'- 3 H 12'-111-8" 225 E 12,_1111'-9" 332 H 14'-012,-9" 226 E 13'-92'-10" 332 H 18'-0'6 228 E 17'-8116'-6" 334 19'-88'-10" 229 E 19' 4"$ 335 K 7 7 12'-3" 32 -4" 1„ I 3 W w J 7'-6" $ 10'-7" 22 E 12'-4" 33 H 11'-4" 23 E 11'-9" 33 H 13'-1" 23 E 12'-10" 33 H 16'-10" 25 E 16'-7" 36 J 18'-4" 27 E 18'-1" 37 K ' $ a v w OON fY 10'-1" 25 11' 6" 32 11'-0" 26 11'-0" 32 12'-7' 27 12'-1" 33 15'-3" 29 15'-6" 35 I 17'-10" 30 16'-10" 36 7Yl '-0" 9' 91-5" 225 E 11'-80' 333 H 10'-8 226 E 11'-10' 333 H 12' 411' 227 E 12'-211' 333 f I 15'-14'-6" 229 E 15'-8'4,-7" 336 K 17 416'-8" 231 E 17'-116'-0" 337 K 9 10" 0.-3" a" 3" 4" J ? v L1_. 9'-0" N.P. '-11"8 225 E 11'-10,-3" 333 H 10'-29'-9" 227 E 10'-9'-10" 333 H 11'-910'-8" 227 E 11, 1„0 334 I 15 _ 230 E 14'-;3'110" 336 K 16'-65' 231 E 16'-3"5, 387 K 10 o � 10' 6' 9 H 13'-8" 10" 2" M w CN N P 11' , 5„ 23 E 10'-7" 35 I 9'-8" 24 E 10'-1" 34 H 11' 2" 25 E 11'-1" 35 I 14'-4" 27 E 14'-2" 37 K 15'-9" 28 E 15'-6" 38 K 11' w Ll) 8'-1" 26 9'-4" 33 H 9' 4" 27 9' 6" 34 10' 2" 28 1Q' 3" 34 13'-2" 30 13'-3" 37 15'-2" 32 14'-6" 38 a = N N P 23 E 9'-10" 35 1 9'-4" 24 E 9'-8" 35 1 10'-9" 25 E 10'-7" 35 ' 13'-9" 27 E 13'-7" 38 K 15'-1" 29 E 14'-10" 39 K N 12, 7'-5" 26 8'-7" 33 H 8'-7" 27 9' 1" 34 H 9'-9" 28 9'-10" 35 12' 7" 31 12'-8" 3_7 14'-6" 32 13' 10" 38 12' ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 B 4.dwg, 8/26/2014 6:22:53 AM, CutePDF Writer, S^.- I rr . O o ch uJ 2" x 6" NOTCHED O • GI:,•IL 2"x8" FULL OR 2"x10" NOTCHED t1*No_ 1R4�A 2" x 4" FULL 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 EJ TO BEAM OVERHAN( SEE TABLE 1 (24" MAX.) A EAVE CONNECTION 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 2.0, 25, 30. 40. & 50 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. TABLE 1 COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG 0 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 20 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 255 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"00" NOTCHED 30 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 40 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 50 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x101' NOTCHED NOTE: WHERE COVER CONSTRUCTION INCLUDES DETAIL A OR B, SITE-SPECIFIC 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 FASTENE PER TABLES 3 EXIST. RAFTERS AT 24" O.C. AT ROOF 1' OVERHANG 2X FULL DEPTH WOOD SCAB, 1 WHERE OCCURS, SEE TABLE 2 2x WOOD STUD OR CONCRETE WALL WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6 Y" MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2"x6 Yz" 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) EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEE TABLE 1 1 1/4" (24 MAX') 2x6 OR 2x8 LEDGER RAFTER (3)-/114x3 1/2" W.S \ h 1 1 - NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. NOTE: BRACKET MAY BE SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. C NOTE: THIALTERNATE EAVE CONNECTION S 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 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 WALL CONNECTION NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6 Y" MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS) OR KILN -DRY WOOD -FILLED 2"x6 Yz" 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) EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEE TABLE 1 1 1/4" (24 MAX') 2x6 OR 2x8 LEDGER RAFTER (3)-/114x3 1/2" W.S \ h 1 1 - NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. NOTE: BRACKET MAY BE SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. C NOTE: THIALTERNATE EAVE CONNECTION S 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 26'-0" MAXIMUM PROJECTION 26'-0" 26'-0" 26'-0" a= �5 Lm 3 cf (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 WIND SPEED (EXP. B & C) 110, B 110, C 120, B 120, C 130, B 130, C 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 26'-0" 26-0" 26-0" 25-2" 25'-4" 20'-7" 26'-0" 26-0" 26-0" 25-7" 25'-4" 21'-2" 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) 26'-0" 26-0" 26-0" 26-0" 26-0" 26-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 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) 26-0" 26-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) 26-0" 26-0" 26-0" 25'-2" 25'-4" 20'-7" 71 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 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) 26'-0" 26-0" 26-0" 26-0" 26-0" 26-0" 9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) j (B) (B) 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) 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 26-0" 26-0" 26-0" 25'-2" 25'-4" 20'-7" 26'-0" 26-0" 26-0" 26-0" 26'4- 26-0" 12' (A) (A) I (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 26-0" 26-0" 26-0" 26-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING 26-0" 26-0" 26-0" 26-0" 26-0" 26-0" 16-0" 16-0" 16'-0" 16-0" 16-0" 16-0" (C) - (2) Y4" DIAMETER (D) - 5/" DIAMETER - 3/4" DIAMETER — LAG SCEWS LAG SCREW LAG SCREW - - - -- -- - -- 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" I(E) - 26'-0" 26-0" 26-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" } fY = ? o Lo ix 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 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) 1 1'-7" 11'-7" ll' -7" ll' -7" 11'-7" ll' -7" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 15'-6" 15-6" 15'-6" 15-6" 1 15-6" 15-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 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) 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 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) 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) 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 20'-9" 20'-9" 20'-9"20'-9" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5.21-14 A 5.dwg, 8/27/2014 11:45:12 AM, CutePDF Writer, ABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER NUMBER AND TYPE LUSL OF FASTENERS 1 O Y2- 0 SIMPSON STRONG -BOLT 2 SS AT 48" O.C. (a,b) 0 z ¢ I w L Z z o W y ui w U U m Dr oc O cnn V aQ� °8J- z Jz O J W w0Q maw: 2 � U U z O < z F- a Q V K m i 0 O U I to = rL O. � L o� N O o� N p n z 0g a O IV r, w0 20 Y2' 0 SIMPSON STRONG -BOLT 2 SS AT 48" O.C. (a,b) > 6� 25 I Y2" 0 SIMPSON STRONG -BOLT 2 SS J AT 48" O.C. (a,b) I Y2 0 SIMPSON STRONG -BOLT 2 SS 30 AT 36" O.C. (a,b) 40 1Y2- 0 SIMPSON STRONG -BOLT 2 SS AT 36" O.C. (a,b) 50 I Y2"0 SIMPSON STRONG -BOLT 2 SS AT 24" O.C.(a,b) FOOTNOTES TO TABLES 3 & 4: a. EMBED ANCHOR 3" MINIMUM INTO CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b. USE 3" SQ.xY4" STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL. c. WHERE ROOF PANEL RAIL OCCURS, USE Y2" DIAMETER LAG SCREW IN LIEU OF (2) Y4" DIAMETER LAG SCREWS. 0- z <w of w 00 0, WU zz No 6 E 13 r N E m u°i U V � ov <Uz� a?Wm 12 no roU� >aa O2Zo U J a o �o a��° CL 0 Ln cb v :It U. o W °0 o w as z a rn No. C37946 I -XP. 03i'31f C TgAO "I t ... ;• ".;i IV 0.042" TYP. ALUM. OCCURS 4.0 8.( L-3.0" EXPG11V1'�" 7 0.110" TYP. ;�0.184�A 6.5" ROLLFORM A GUTTER FASCIA U ALUM. ALLOY 3004-H36 SPLICE WHERE 0.075" TYP. B MAG BEAM ALUM. ALLOY 6063-T6 0.042"/ 6.5" 0.032" TYP. L2.0" MAX."2.0"- �I DBL.2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL J DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR 14 GA. ASTM A653 SS GRADE 50 G60 8.0" .042" TYP. DBL..3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"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 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:41:38 AM, CutePDF Writer, SPLIC WHEF OCCUF 0.( T HEADER BEAM TYPES C 4" I -BEAM ALUM. ALLOY 6063-T6 K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .032" ALUM. 2 D 4.5" MAG GUTTER ALUM. ALLOY 6063-T6 IXll Nwm. .048" STEEL 3.0" 28" L I CB 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. DBL. 3"x8"x0.042" BEAM 1.00" r OR 1 1 C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 T=12 GA. ASTM A653 SS GRADE 50 G60 3.0" .032" ALUM. I I 3.0"- --I 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL �EASTM A653 SS GRADE 50 G60 7 T=12 OR 14 GA. ASTM A653 SS GRADE! G60 0.625" 3"x8"4.042" BEAM MW/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"4.042" BEAM NDW/ 12 GA. 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 0W-#losms 024" 6.5" @ 24' O.C. EA. SIDE 1-2.0" 3.0" 2.0" --I 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL INSERT T=0.125" 0.042" TYP. ALUM. OCCURS 4.0 8.( L-3.0" 7 IXll Nwm. .048" STEEL 3.0" 28" L I CB 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. DBL. 3"x8"x0.042" BEAM 1.00" r OR 1 1 C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 T=12 GA. ASTM A653 SS GRADE 50 G60 3.0" .032" ALUM. I I 3.0"- --I 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL �EASTM A653 SS GRADE 50 G60 7 T=12 OR 14 GA. ASTM A653 SS GRADE! G60 0.625" 3"x8"4.042" BEAM MW/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"4.042" BEAM NDW/ 12 GA. 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 0W-#losms 024" 6.5" @ 24' O.C. EA. SIDE 1-2.0" 3.0" 2.0" --I 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL INSERT T=0.125" WHERE ALUM. OCCURS ALLOY 6063-T6 7 0.110" TYP. 0.375" 11 K;:"� 7" I -BEAM r ALUM. ALLOY 6063-T6 �^� W/ (1) "C" INSERT V ALUM. ALLOY 6063-T6 ��,� W/ (2) "C" INSERTS f 1 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 H=3"SQ.xt=0.250" =3"SQ.xt=0.313" J=4"SQ.xt=0.188" K=4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B U Z w w Z Z Z ui - w N wU.1 U j m OIrQ (n N U a d d z z J W 0 W aO Q wD UZ O Q U J Z O a F- U w Lu 0 0 U w aN z < mE W 0 00 U W 0 z< uiNw mN Zm z W w 3ui�N O O N 0: s ,L O u W O LU 2 LU a En e' 41 1 r 'tea L CIVIL C>f 180 Y'L ThinkPad\Duralum\IAPMO 0195\5.21-14 Subminal\5-21-14 A 5.dwg, 8/27/2014 11:37:22 AM, CutePDF Writer, OPEN LATTICE STRUCTURES RAFTER, SEE TABLES �� WALL LEDGER OR FX/ST/N ROOF OVERHANG, z z z F X/ST SEE A,B & C C@Ni�Q/N(; U F EDGER OROVERHANG, SHEET BAIL w 07j�C RWALLOOFL `Z MAX. O.H. O.H. SEE DETAIL AB & C. \' = y/ 25% OF RAFTER SHEET 8. U 5 q4- ALLOWABLE RAFTER, SEE TABLES O O R�SPAN MAX. O.H. vii v q@� E9M NG FSp qN 25% OF RAFTER O•H M 2 eALLOWABLE So0 SPAN Q Qe F z p w o m 'off pOST$pgtG w v qc 0 z MANDATORY BEAM SPICE - SEE \ G DETAIL 11, SHEET 12�G� G• F- 0 � NO BEAM SPLICE AT ��OFiO ?q = w EXTERIOR POSTS @,� M F = N w O Ryq NC w MANDATORY BEAM SPICE - SEE a: LENGTH OF STRUCTURE VARIES v DETAIL 11, SHEET 12 6OG / POST WITH SIDE PLATES NO BEAM SPLICE AT EXTERIOR POSTS O� �4 Mqk @F qM$p SEE SHT. 11 FOR MINIMUM �� O� FRNgN LL f'OS NUMBER OF REQUIR TSp 9N� LENGTH OF STRUCTURE VARIES S COLUMNS FF gC'iN 111iG w a T @(F`S G I II II o 3 112" SLAB ATTACHMENTp @FqM VW \ POST WITH SIDE PLATES o @ p0 FqM MAY BE USED WHERE TSpgp;q PERMITTED. OST Sp `SFFr p9CgN� SEE SHT. 11 FOR MINIMUM o N 0 NOTE: EACH COMPONENT IS INTER- SF FTg6Cc/NC SEE TABLES 9@SFS G NUMBER OF REQUIRED COLUMNS o CHANGEABLE WITH ANY OTHER (FOOTING o COMPONTENT UNLESS OTHERWISE SHOWN. WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- posrgMsp 3 112' SLAB ATTACHMENT o z NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES CHANGEABLE WITH ANY OTHER SF Spq qN� FTq/Nc MAY BE USED WHERE o N MAY NOT BE COVERED. COMPONTENT UNLESS OTHERWISE SHOWN. @CFS PERMITTED. w p NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES 1 _ MAY NOT BE COVERED. \ FOOTING WHERE REQUIRED. SEE TABLES TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE W U zO K w W 0 N RAFTER, SEE TABLE FOR SIZE AND SPACING E MAX. O.H. 2So 25% OF RAFTER O.H. RAFTER, SEE TABLE FOR SIZE 8 m E M ALLOWABLE Op/ AND SPACING m � -O Ol" SPAN ST Fq hqy MAX. O.H. O.H. 25% OF RAFTER (7 a o $pq CG y, ALLOWABLE 2S p oQ'4.1- O SPAN FpOS1.F�y a Z z m T qAG m � vi m g Sp qc/NG U h ioN� �wW w O 2 z op._ 6 2q, �W x OJZ� LENGTH OF STRUCTURE VARIES 90 M N x O-FRy qNG q¢ e a tit N 0 �p �6 2q, 0- o m m MANDATORY BEAM SPICE - SEE �O @ M O�@Ryq DETAIL 11, SHEET 12 G w NO BEAM SPLICE AT POST CROSS -SECTIO LENGTH OF STRUCTURE VARIES ix EXTERIOR POSTS °OS SFFTq@CFS/NG SEE POST DETAI SPICE - MANDATORYDETAIL ry11, w. 3 1/2" STAB SHE ETE2 pOS NO BEAM SPLICE AT `SF TSp POST CR SEE POST DETAIL, wow z co o m z NOTE: EACH COMPONENT IS INTER- MAY BE USED p0 TO CONSTRAIN EXTERIOR POSTS FTq@ q�/ NCTABLES o z u w CHANGEABLE WITH ANY OTHER SFFT Spgc FOOTING, SEE CFS SLAB o o COMPONTENT UNLESS OTHERWISE SHOWN. q@iF$Nc f.:; poS M112" AY 8E USED TO CONSTRAIN vv NOTE: THIS OPEN LATTICE -TYPE STRUCTUREl\ NOTE: EACH COMPONENT IS INTER- SFFT SOq� FOOTING, SEE MAY NOT BE COVERED.TABLES CHANGEABLE WITH ANY OTHER q@CF$/Nc ' = FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. �• rn m v NOTE: THIS OPEN LATTICE -TYPE STRUCTURE � FOOTING SEE TABLES # OU - MAY NOT BE COVERED. N OW w TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE a ThinkPad\Duralum\IAPMO 0195\5.21-14 Subminal\5-21-14 A 5.dwg, 8/27/2014 11:37:22 AM, CutePDF Writer, No. 037948 IV SOLID -PANEL STRUCTURES CA! ROOF CIVIL _ ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:35:45 AM, CutePDF Writer, SOLID -PANEL STRUCTURES ROOF ROOF ATTACHMENT OVERHANG, ATTACHMENT SEE DETAIL A, B & C. OVERHANG, W ROOF PANEL SEE TABLES SEE DETAIL A, B & C, OR WOOD, OR �FNGT qN0 OF STRIICT ROOF PANEL SEE TABLES SHEET 8 4 tFNGT qN0 OF STRUC OR WOOD, OR ci z z Z SHEET 4 FOR ROOF SHEET 8 Sy WALL SEE SHEET FOR ROOF Sy WALL SEES PANEL ATTACHMENT SUPPORTING WALOL TyF PROOT BF CFSRF VARIES SHEET 8 PANELSUPPORTING WALL MIN. 0.25" SLOPE PER FT. TyF PRO BF (FSSF VARiFS SHEET 8 ✓ECT/ pNS TygN JFCTIpN TygN o HANGER & BEAM. HANGER & BEAM. L O.H. SPAN O.H. U3ea rn (n o a a d r, "O.H." NOT TO EXCEED 25% p p "O.H." NOT TO EXCEED 25% w 0 w w o OF ROOF PANEL OF ROOF PANEL a m U ALLOWABLE SPAN ALLOWABLE SPAN a. w j z o SEE DETAIL 11, SHEET 12 BF SEE DETAIL 11, SHEET 12 BFq Q U U FOR MANDATORY SPLICE. qM SP PAST BEAM -SEE TABLES FOR MANDATORY SPLICE. A4 Sp POST BEAM -SEE TABLES o r a� NO BEAM SPLICE AT SPgN� SFF = NO BEAM SPLICE AT SPAN/ SFF TgeLFS tiG FOR POST SPACING = EXTERIOR POSTS. Tge�EING S EXTERIOR POSTS. POSTS, SIZE VARIES 0•y NpT 25% POSTS, SIZE VARIES EkN NOT T 0 U SEE SHT. 11 FOR MINIMUM pf eO FXCFF iv SEE SHT, 11 FOR MINIMUM OFBFFo25� N NUMBER OF REQUIRED COLUMNS FA44< 0geCFSpgN NUMBER OF REQUIRED COLUMNS ALL CAM Wgg�ESPq a a 3 1/2" SLAB ATTACHMENT /NOTE: 3 1/2" SLAB ATTACHMENT cl MAY BE USED WHERE PERMITTED. NO SPLICE AT EX IOR POSTS MAY BE USED WHERE PERMITTED. N o SEE TABLES SEE TABLES o NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT IS INTER - p Z N FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUI---CHANGEABLE WITH ANY OTHER 0 W 0 SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. z J N ww TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION z Ix N � y ROOF PANEL SEE TABLES IFNGTy i FNGTy SHEET 4 FOR ROOF PANEL ATTACHMENT TO OF R T UCTVRF ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4ORA F PANEL OF ST RVCT�IRF SUPPORTING BEAM. O.H. VARIES f PER FT. O.H. VgRIFS 8 OOMENT TO ATTSUPPORTING BEAM. > N co O.H.SPAN O.H. SPA LL v U "O.H." NOT TO EXCEED 25% NE SPAN "O.H." NOT TO EXCEED 25% 2 d d (nz " OF ROOF PANEL OF ROOF PANEL 2 ALLOWABLE SPAN ALLOWABLE SPAN r SEE DETAIL 11, SHEET 12,� BEAM SEE DETAIL 11, SHEET 12 BEAM rn o L •'� FOR MANDATORY SPLICE. Sp POST BEAM - SEE TABLES FOR MANDATORY SPLICE. Sp ppSTSPgN/ BEAM - SEE TABLES w a 'a NO BEAM SPLICE AT EXTERIOR POSTS. SPAN/ SFF Tgg FOR POST SPACING = NO BEAM SPLICE AT SFF Tget�S NG FOR POST SPACING F = o Z n J FslNG EXTERIOR POSTS. o a POSTS, SIZE VARIES NOT T POSTS, SIZE VARIES - O N. NOTT�II a O OF p N A<<OW OF Q o qCC W N w MAY BE USED B�FSPAN MAY BE USED e�FSp qN TO CONSTRAIN TO CONSTRAIN III Z FOOTING, SEE TT FOOTING, SEE r WW W wow .. r Q o m TABLES TABLES z � z w wN �QUW FOOTINGS FOOTINGS 0 0 rn a SEE TABLES NOTE: EACH COMPONENT IS INTER- SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER rn rn COMPONTENT UNLESS OTHERWISE_ SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. # u- � O w O w TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Q m ThinkPad\Duralum\IAPMO 0195\5-21-14 Submittal\5-21-14 A 5.dwg, 8/27/2014 11:35:45 AM, CutePDF Writer, J4'�• f > Pio. C37g48 i.r. EXP. 031311)i to Gi'JIL I B4 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: GOVERNING CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. BUILDING & SAFETY DEPT 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) APPROVED 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) FOR CONSTRUCTION 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 ACI318-11 FOR 20, 25 AND 30 ADDITIONAL DESIGN REQUIREMENTS: psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. Ifs �JrIG_-- rt -v7 DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. It 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. 1 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 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND 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 Submittal\5-21-14 A 4.dwg, 8/25/20142:13:27 PM, CutePDF Writer, 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: Ss= 1.50, S,= 0.6, S ns= 1.0, S o,= 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. SHEET INDEX: SHEET # SHEET TITLE / DESCRIPTION WIND 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: u WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: 251 /sly 0 lue T-1 ....... .... TITLE SHEET, DESIGN LOADS, GENERAL NOTES 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES 3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN 5 ............MINIMUM FASTENERS 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 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 L.L, 110-130 MPH 18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 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 L.L, 110-130 MPH 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH 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 4546 ......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 L9 w w z 2 z o J Lu A U j 0 U a a a o �z J z 0 w o i m (n U d w L) rr Q o 0 L)z 3: 2 J z a w g 0 0 U = 0 Z U) J J J z H N 'Z r w o0 E 8 ru w w Zd l L N Z } m O N m Z Z 0 W w Q�wJN C Q U W co Ir