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HomeMy WebLinkAboutProduct Approval FERRARA RESIDENCE 7/28/2020 9013 HOUNDSLAKE COURT 222572 PORT ST.LUCIE,FL 34986 Width in Inches 6"O.0 1/4"14 TEKS(L-SIDERAIL TO TUBE) NO.1 76 209 111 40 1-42 PSF 31.2 1-38.1 PSF 6'4" 18110.0 HEMCORD6"O.0 ROLL-UP 3/8"LDT410 SS(L-TUBE TO WALL) 3/8"LDT410SS(R-SIDERAILTO WALL) JEW FMEd A 1 Armor Screen Corp. 2744 Hillsboro Road Shutter Schedule West Palm Beach,FL 33405 Page 1 of 1 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712"OR >= 10 DEGREES PROJECT NAME: FERRARA RESIDENCE #222572 NOA or FL# ADDRESS 9013 HOUNDSLAKE COURT NOA or FL# CITY/STATE PORT ST. LUCIE, FL. 34986 NOA or FL# CLADDING TYPE: ARMOR SCREEN HEMCORD ROLL-UP SYSTEM, NOA or FL# FL 320-R8 ---COMPONEN-T-S-AND-CL-ADDING--OF-W-AL-L-S--- - --- --- - ULTIMATE DESIGN WIND SPEED (Vu/t) 170 T SCRE N® NOMINAL DESIGN_WIND SPEED_(Vasd),, y:____-_132 _._`. EXPOSURE C HURRICANE __O MEAN ROOF HEIGHT 20 TOP OF WINDOW OR SHUTTER HEIGHT 17 SCREEN AREA WIND DIRECTIONALITY FACTOR 0.85 _ENCLOSED B@iLDING _GCpI +Q 18 . ' s 50SF><=100SF 1OOSF>< 200SF 2bOSF><=500SF+ :,, POSITIVE P ONE 4+5) 55.0 330 52.1 X312 48.2 NEGATIVE PRESSURE (INTERIOR ZONE 4) -62.6 37:5 -59.6 =35 T -55.6 33w3 ^- NEGATIVE PRESSURE (END ZONE 5) -69.6 41:8 -63.5 38 -55.6333 PARTIALLY ENCLOSED BUILDING_GCpI_.+0-55_- SOSF><=10oSF_._ __ 1 _ SF>< 200SF 200SF>< 500Sit POSITIVE PRESSURE ( ZONE 4+5) 75.3 _ 45 2 2.3 43 4. _. 68.5 M 41w1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -83.5 *.5 483 -76.6 45:9 NEGATIVE PRESSURE (END ZONE 5) -90.6 IL-1-5-4 3�V -44.5 50 7 -76.6 LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES curj cT f