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MS | 16508 <br />NE | 611328 <br />0H <br />OR <br />WY <br />CT <br />LA <br />SD <br />64661 <br />16232PE <br />89n <br />PEN <br />0025853| <br />PE <br />0033¢35 1 <br />9483 | <br />10 1 PE-6758 1 04/3CM 2 <br />ID | P.8260 04/3012 <br />MD | 25455 | 07J24'12 <br />" 112121 Balm <br />™ 001053181/12 <br />vr 0854 0781/12 <br />1-1 -012-1-4162 <br />AR | 13158 <br />GA PED30159 1231/12 <br />IA 1 14953 1 1281/12 <br />I... <br />NO | PE-5907 1201/12 <br />NM| 11138 1201/12 <br />WA <br />Rl <br />28747 <br />24361 <br />| 5724 <br />| ENGINEERING UCENCESPROFESSIONAL <br />PRINTED ON 08/30/2011 <br />STEP Ill- [ <br />A. <br />6.1 450801 1001/11 <br />I OK| 19«m 1 108:Mi 1 B. <br />I col 340091 <br />C. <br />AL | 25873 <br />| CA| S3107 1281/11 1 D. <br />MEE| 10405 |12/31/11 <br />| MO | 030178 <br />1- <br />KS | 15484 04/3012 1 4 1 Applied Uplift <br />- g Wind PressureINH 1 10980 0.0,12 1 d .for Design <br />M10-1 I| # 5 KH-IRTZ <br />|DE| 1«98 | 012 0 1 = RE liia <br />IMA 1 4*12 1 06==cri In g 20 psf <br />25 pif <br />LIN 41S32 0e30,2 1 4 3.30 Fsf <br />35 psfFluT1 °6 40 w <br />45 psf <br /> SC 876 0/3012 50 psf <br />55 psfI WV I 017455 1 06'3042 1 <br />Z <br />0 <br />9S <br />:Ef <br />4,i <br />L3 <br />1 Applied Uplift 1 .--V r --- ... 1 ETFITIT-Im'W1=9=T--777»77--------1=21,4 PE'or | <br />1_ 10 w 1_ 20 psf | 20 psf 25 psf | 30 psf | 35 psf | 40 ps/ | 45 psf | 50 psf | 55 psf | <br />16-8" | 5" 15 psf |I 14'-2- <br />6 6 213'-0' <br />25 psf _1 15'4' 1 15'-0' I I 12'-0.11'-2" I 10'-6" |9'-10 9.-4. 1 <br />1 3. 1 35 Fsf J <br />7-1--947 <br />/4-4-4--7--1-.-4-*+E+Ul:9'-1-9'-1'9'-1"90-1° I 9'-1" I SE#r-1 <br />NV 1 008677 1 12131/12 1 6 ] Applied Uplift <br />* 1 Wind Pressure <br />I FL I 55015 I 0212813 I 8 - 1 for Design <br />IAPMO ES REPORT#0115 <br />TERMINE MAXIMUM PANEL SPAN <br />.OCATE APPROPRIATE TABLE FOR DESIRED PANEL AND SKIN <br />rHICKNESS. <br />-OCATE APPROPRIATE ROW FOR THE APPLIED UPWARD ROOF <br />'RESSURE. <br />.OCATE THE APPROPRIATE COLUMN FOR THE APPUED DOWNWARD <br />ROOF PRESSURE. <br />'HE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND <br />DOLUMN IS THE -ALLOWABLE PANEL SPAN-. <br />C <br />NOTES: <br />Appliedownurdpresbreforeugn Applied Uptift (1) ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS <br />DEEINED IN APPENDIX CHAPTER I OFTHE INTERNATIONAL BUILDING CODE,J Wind - Spacing o., pressure for APPENDD< al,AFTER H OF THE 04TERNATIONAL RESIDENT'IAL CODE AND THE <br />Patio Uve Load 1 Snow Load 1 Fasteners R.OR[DA BUILDING CODE <br />Design I <br />--d__10 -1_29 ?sf ! 20 Pi-!- :25 pif ! 30 psf | 35 psf | 40 psf | 45 pif | 50 psY | 55 osf |- ALL SUPERIMPOSED LOADS PRESENTED ABOVE ARE UNIFORM IN NATURE <br />CONSIDERATION SHALL BE GIVEN TO NON-UNIFORM LOADS SUCH AS Og <br />SUCH AS MULL-IONS OR FLASHING, CAN INCREASEE PONDING CAUSED BY 0 <br />IRREGULARInES IN THE WATER FLOW PATH. <br />(5) WHERE ACCESSIBILTTY ABOVE THE ROOF SYSTEM IS UNITED. ROOF <br />FASTENERS MAY BE W DIAMETER STAINLESS 5rEEL BOLTS WITH 1.0- <br />Applied Downward Pressure for Design ,Applied Uplift,DIAMETER WASHERS AND·NEOPRENE INSERTS INSTALLED FROM THE <br />UNDERSIOE OF lHE ROOF. <br />WindBasmLoadaseSpadng 01 Pressure for (6) ALLOWABLE PANEL SPANS ADDRESS APPLICATON OF A 300 LB CONCENTRATED latia Uve Load Snowload Fasteners | Design LIVE LOAD FOR ROOFS SUBJECTED TO MAINTENANCE LOADS. <br />| 10 W 20 w | 20 pst' | 25 psf | 30 psf | 35 Psf | 40 psf | 45 psf | 50 pif 55 psf | <br />I 15'-1 L-1 13'-3°12'-2'20 Psf J <br />11'-3"10'-7- || 4" | 25 psf |1 10'-0"9'-4- <br />1 12'-10° I 12'-10- 1 12'-10" 1 1 910" 1 8-7" 1 3" 1 30 0 -1 <br />*Plo23"33**23EZILInllikEZZ] <br />1 9'-0' 1 9'-0" 1 9'-0- 1 9'-0' 1 9'-0- 1 990" 1 90-0" 1 9.-0' 1 1 1 3" 1 50 0 <br />Aoblied Unlift| <br />r:001-----Appiled Uplift| <br />Wind <br />0 <br />Z <br />0 <br />Patio Uve Load 1 • Pressure for 1 Fasteners I <br />10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50'psf 55 psf <br />10 psE <br />18'-2' I <br />16'-4"3 20 osf <br />19-1" <br />14'-0' <br />13'-10'3 30 psf 12'-4' , 11'-9". .12/31/2013 <br />L_I.._L_-ELEEL-3 <br />1 12-1.01£-12'210" 1 121-1 --12'-10" | 12'-10' | 12'-10" | 12'-10" I I il .._ 1 2.-_3 -25psf <br />ON 133HS *-dbll <br />11 9311 <br />INOV NMOHS SV *OOZ 1ladV <br />18 03NDIS30 .*8 NM'¢8 0 *8 03303H0 31*os ZO'+1 1 1/09 90 uNd P.lopuNS clhll 'Iny{ 09-90-l 102-0;31VO <br />'OA--18 -1SV] <br />6/ <br />Opu] 'IOW-10£0.223,1.-5-024Zd p.lopuoiS - WOr.L\X <br />4 1 Applied Uplift <br />INC 1 029174 1 12/31M1 J g Wind Pressure44--4----G -4 - i for Design <br />-1 *.r <br />0181#12 C <br />d <br />03131,12 <br />0101/12 / <br />10£EL_1_16'-81-1 7" 10 pit THOSE ASSOCIATED W[TH SNOW BUILD-UP AND AREAS OF <br />13'-1' |DISCONTINUITY FOR WIND LOADS. <br />0-2-Esf-13.-71-I---_| 11'-9» <br />124 1 W IS <br />4" 20 psf 0-3 1 1- f -10'-8-9'-10°(2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATZIRE DIFFERENTIAL- <br />15 psT :12'4' I 12'-4" i i 9'-2° i 8'-8- i 802' ·· 7-80 25 psf I SBWEEN THE TWO PANEL SKINS OF 10 DEGREES FAHRENIEIT. <br />13*-r-TEET-1106.-lry 7-4' r-i;-1-162-1 C(3) 414 SMS WITH 1.0* DIAMETER MATE WAS{ER AND NEOPRENE INSERT. O 3" 35 psf LENGTH OF SCREW SHALL BE A MINIMUM OF t' LONGER™AN THE 40 psf THICKNESS OF THELRP. ALLOY AND MINIMUM THICKNES OF HEADER <br />SHALL BEE 6063-TG AND 0.062 INCHES. RESPECIMU. <br />50 psf 1 7'-6- 1 _22*Ll_.Iz#Ll_rz#Ll_ZEL-1_ZkRL1-12£_L_rf_L_Z:£_1___-1__E__1__EREf 1 (4) MINIMUM PANEL SLOPES ARE EASED ON PANEL DEFLECTION ONLY. <br />INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES. <br />tic <br />iNA <br />RU <br />lAN <br />1 be <br />'e a <br />3rnli <br />0321.fl3 8 .w, I <br />04021,3 1 Et:I 15 Imf <br />0 =- 1 20 psf0 2 |321Kpi <br />08OW13 4 1 E-3;-5---4 - <br />VA 041536 08/31/13 <br />PA <br />AZ| 30066 | 03C1M4 <br />NY | 080138 0313U14 <br />11(11 <br />REVISED 08BM 1 <br />4 <br />10 40 psf <br />45 psf