10179907_4525 W. 5TH - Plan - Laserfiche WebLink

Home Browse Search

Loading T¥pe Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3' for Uplift Wind Loads Allowable Span Table and Uplift Fastener Spacing(1)(2)(5) 3.00 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf r. 16'-0"12'-1"lilli 17'-0"14'-3"12'-6"11'-3"10'-4"8'-10"7'-9"6'-10" 6'-2"5'-7" 16'-0"13'-8"12'-1"11'-0"9'-10" 8'-6"7'-5"6'-8" 6'-0" 5'-5" 11'-4"10'-2" 9'-3"8'-6" 7'-5"6'-8" 6'-0"5'-5" 15"11" 9" 8" 7" 6" 6" 6" 5" 5" Minimum Panel Slope (Per Foot of Projection)(4' 3/8" / foot n/a n/a 1/2" / foot NOTES: 9 CE Q(1) - ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX ,2 -, . CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES, APPENDIX CHAPTER H OF THE f <cgig 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2010 LL M coe CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2010 CALIFORNIA RESIDENTIAL 9 J}ti o CODE. - THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN 0 00 6 "EQUIVALENT" UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS 2, M99 E PRESENTED IN THE CODE AND SrTE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING ¥a.@OG Z SNOW. AFTER DETERMINATION OF THE APPUED PRESSURE, THE ALLOWABLE PANEL SPAN IS U. 34 4- 9 5 EdDETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD D _,hz w a COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH g u,@g O* OF THE FOUR (4) LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 f D O I CE 0- @LOAD TYPES SHALL BE THE -ALLOWABLE SPAN" USED FOR THE PROPOSED APPLICATION.5 0,100- <U- C - UNLESS OTHERWISE NOTED, THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 28 9 24-INCHES.c Loading T¥pe Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng w for Uplift Wind Loads A k (1)(2)(5)Allowable Span Table and Uplift Fastener Spacing 3.50 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 pst-50 psf 55 psf 17'-8"13'-0"11 Ilf 18'-10"15'-9"13'-7"12'-1"10'-6" 9'-0"7'-10"6'-11" 6'-3"5'-8" 17'-8"14'-11"13'-0"11'-9"10'-0" 8'-7"7'-6" 6'-8"6'-0" 5'-6" 11'-8"10'-6" 9'-7"8'-7" 7'-6" 6'-8"6'-0" 5'-6" 14"10" 9" 7 7" 6 6" 6" 5" 5" Minimum Pand Slope (Per Foot of Projection)(41 1/4" / foot n/a n/a 3/8" / foot (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL <m SKINS OF 10 DEGREES FAHRENHEIT. (3) FASTENERS SHALL BE #14 SMS WITH 1.0" O.D. PLATE WASHER AND NEOPRENE INSERT. LENGTH 23 OF FASTENER SHALL BE AT LEAST 1 INCH LONGER ™AN ROOF PANEL THICKNESS. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES, RESPECTIVELY.2 5 0 (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES, SUCH AS MULL.IONS OR FLASHING , CAN INCREASE PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PA™. (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECTTO MAINTENANCE LOADS (AS S§ DEFINED IN THE CODE), MAXIMUM SPAN SHAU BE UMITED TO 18'-4" FOR THE 3-INCH AND 20'-0" FOR THE 3.5-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN TABLE, WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 19'-7" FOR THE 3-INCH OR ™AT INDICATED 5 IN THE SPAN TABLE, WHICHEVER IS LESS. >: el 0 4 1 A \ 0-,- Ul 0 3 Loading Type Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3) for Uplift Wind Loads Loading Type Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (3) for Uplift Wind Loads Allowable Span Table and Uplin Fastener Spacing (1)(2)(S) & (6) 4.25 inch - 0.024" - 1.Opcf EPS - 0.024" WITHOUT FAN BEAM INSERT Applied Pressure for Design 10 pSf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf 19'-4"141-0" 1 1 1 1 1 - -Ni 20'-0"16'-11"14'-7"13'-0"11'-10"10'-11"10'-3" 9'-7"8'-11" 8'-1" 19'4"16'-0"14'-0"12'-7"11'-6"10'-8"10'-0" 9'-5"8'-8" 7'-10" 12'-6"11'-3"10'-3" 9'-6"8'-11" 8'-5"8'-0" 7'-8" 11" 8" 7" 6" 5" 4" 4" 4" 3" 3" Allowable Span Table and Uplift Fastener Spacing(1)(2)(5} 3.00 inch - 0.024" - 1.Opcf EPS - 0.024" WITH FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf , 55 Fsf 17'-6"13'-4"lili 1 :@ 18'-7"15'-7"13'-9"12'-5"11'-5"10'-7" 9'-9" 8'-8"7'-10" 7'-1" 17'-6"15'-0"13'-4"12'-2"11'-2"10'-5"9'-6" 8'-5" 7'-7"6'-11" 12'-6"11'-3"10'-3" 9'-6"8'-11" 8'-5" 7'-7"6'-11" 12" 9" 7" 6" 5" 5" 4" 4" 4" 4" m tij ZZMH(6) THICKER PANEL CONFIGURATIONS ARE ALLOWED, PROVIDED THEY ARE MANUFACTURED WITH THE 930- SAME COMPONENTS, AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. E¥Apl-AON TO 13 5 1 2 000£ Mi nimum Panel LONGER SPANS IS PROHIBITED. £4'pl Slope (Per Foot C >b O -- 8 of Proledion)(4).2 t:2 fiao %M 0 *m28 1 -EAC r Z1/4" / foot 28 8 9.9Na ZE E,-N. g -. n/a b#SZ'CO CL. 4 3/8" / foot BE 8.092 00 99 32 ke = 82 el· *4=z.FC 0.'JD *f &;51!t ii I O m 16 O0 22®02-20%; 23 E LUA tu O .2 ric .:1821 2 3J £0 Minimum Panel A :E>T=0=,BE J Slope (Per Foot 3of Prolection)(4) 1.L -= 8 1 6 03/8" / foot -® 0>- 00= 20 >- r# 1al9-0> mOCEEa: 4 Z n/a a - 2 c O 802. ° % 5 11 kn/a 1/2" / foot liM 133'siFF*& & % z <l 3 5 O <.> 81 E 61 61-3 0 02% 0844 f & 80 2 % 2 0 -22 0- a A dE€=&5 < 3-n NUN < is®25•22 LU >. m :33:=02 5 m .£ K -1 CO E Z U, 0 le C /32*33% 1./. 04" $ MAN 0 2 M :03NDIS 31VO F ?For Db '044/ N 0 Ex P 31/13 lie CAL rep VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA-LRP-2410 VOID IF NOT WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL INCHAT V.Wa-1 ' I-WI VIV--7 CACIV.I.t[NTO, CA 958264768 REV. DATE BY COMMENT PHONE: (918) 736=4500 FULL SCAUE DATE: MARCH 2011 SHEET 2 OF 2 1 1 1 1 1 1 1 1 - 1 =i