10180036_320 N. TUSTIN - Plan (2)

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NOTES: Loading Type Uve 1 Wind (Upward) Wind (Downward) Snow Fastener Spadng m for Uplift Wind Loads rA'|Wable 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 16'-0" '12'-1" 17'-0"14'-3"12'-6"11'-3"10'-4"8'-10" 7'-9"6'-10" 6'-2"9-7" 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)(41 3/8" / foot n/a n/a 1/2" / foot (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 g 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES, APPENDIX CHAPTER I OF THE 2010 U- 0 CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2010 CAUFORNIA RESIDENTIAL U . 1 CODE.2 21a:gl- THE APPLIED PRESSURE FOR DESIGN (COLUMN HEADINGS) SHOWN IN THE TABLE IS AN o "EQUIVALENT" UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS PRESENTED IN THE CODE AND SITE SPECIFIC CONDmONS SUCH AS DRIFTING AND SLIDING 2 0-1SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE, THE ALLOWABLE PANEL SPAN IS u. 5 - DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD D 3: COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH , a:OF THE FOUR (4) LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 f D c LOAD TYPES SHALL BE THE ALLOWABLE SPAN"USED FOR THE PROPOSED APPLICATION.5 01 - UNLESS OTHERWISE NOTED, THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 24-INCHES. - Loading Type Uve Wind (Upward) Wind (Downward) Snow Fastener Spadng (31 for Uplift Wind Loads i r 01 0 10\ 0 U 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" | | 18'-10"15'-9"13'-7"12'-1"10'-6" 9'-0"7'-10"6'-11"6'-3"5'-8" 17'43"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)c41 1/4" / foot n/a n/a 3/8" / foot (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL SKINS OF 10 DEGREES FAHRENHEIT.Z% OC Z (3) FASTENERS SHALL BE #14 SMS WITH 1.0" O.D. PLATE WASHER AND NEOPRENE INSERT. LENGTH 2 3 OF FASTENER SHALL BE AT LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND 4 MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES, RESPECTIVELY. <- 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 PATH. (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS (AS S§ DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 18'-40 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 SUBJECTTO MAINTENANCE LOADS (AS DEFINED IN THE CODE), MAXIMUM SPAN SHALL BE LIMITED TO 19'-7" FOR THE 3-INCH OR THAT INDICATED IN THE SPAN TABLE. WHICHEVER IS LESS.n 54 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 Uplift Fastener Spacing (1)(2)(5)&(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"14'-0"1 .---- I.-i11 1 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.Opd EPS - 0.024" WrTH FAN BEAM INSERT Applied Pressure for Design 10 psf 15 psf 20 pst-25 psf 30 psf 35 psf 40 psf 45 psf 50 psf , 55 psf 17'-6" '13'-4" | | | | I{ 18'-7"15'-7"13'-9"12'-5"11'-5"10'-7" 9'-9" 8'-8"7'-10" i 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" j 4" (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED, PROVIDED THEY ARE MANUFACTURED WITH THE SAME COMPONENTS, AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. ErILApLA-ON TO Minimum Panel LONGER SPANS IS PROHIBITED.i>. fle/J Slope (Per Footof Prolection)(41 -t: 02=020 4 -00 / 1/4" / foot 29 o.-SR& n/a ZE *S:.2 n/a 3 z &E:i;3/8" / foot %1 80.Q01--0 ki> ic ®16 --190.ae= coMinimum Panel O J&&5:F;g eqSlope (Per Foot 0/5 0 k. ffs=,3of prolection)(4) 3/8" / foot a. 01 2*EE952 4 n/a 'CO Cco c,MILn/a , < Ze·rb'ZE "51/2" / foot C.-a,<bca,-:1 ¤ la g 731685 1- 2 & i WIZE S §. 11 6 15 02 3 ili#% 1 d F 52=ma m.1%399=a tlrf :53 R' 1 Xo D 0 0 0 U.1 < 1- rOI O,0 C 410'0-pdo' L RWC NMOHS SV 0 No. 3(pE* REG/,f m m 0 9. Z 4 A. O 0-10 ,I O LA- O : W ' -1 - i 0 3 e -61< 3 &3 0 z O J 2 4 2 5 > 928 005 61 2 & 2 M N < is 5 -- F 1 0 C A. ]3NDIS 31VO n. /,r··11 2151 ji 3 r -2%%t// VOIG IF NOT WET SIGNED DOCUMENT HASVISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA-LRP-2410 -,08#WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL SACRAI.HENTO, CA 95826·4768 INC REV. DATE BY COMMENT PHONE: (918) 736•4500 FULL wn,&. SHEET Z OF 2 1 1 1 1 1 1 1 1 l#T