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C d i'Y'alit P7 UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE SHUTTER SHUTTER STORM BARS ANCIM PANELS # " TYPE W X H wl . H HEIGHT SPAN # REQ SPA{�t; BOLTED . Oman 2. yo 3 q 12 12. j qv 3 tom. t� c. S 1© Ell SIA PE MITTiNG St.Lu i ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 MAR 201 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODEPERM177ING St. Lucie County, FL ROOF PITCH IS GREATER TH N 2712" OR >= 10 DEGREES F OJECT NAME: �—'a ,/�: �I�'i NOA or FL#DRESS l a C�vtcvt'J NOA or FL# f(I alf 9- CITY/STATE fl 'ete-e-l- dc=� NOA or FL# CLADDING TYPE: j14., c a 4 . NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED(Vult) 160 ROLL DOWNS WINDOWS MULLIONS EXPOSURE D HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 20 TOP OF WINDOW ORSHUTTER.HElGHT 20 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDING GCpi=±0.18 <=IOSF 10SF><=20SF 20SF>< SOSF POSITIVE PRESSURE.(ZONE 4+5) 71.2 . 68.0 � .63.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) -77.2 -74.0 ���� -69.8 NEGATIVE PRESSURE (END ZONE 5) -95.3 ` -88.9 , -80.4 PARTIALLY ENCLOSED BUILUING'GCpi=±0:55 < 105F. 10SF><�20SF 20SF><-5o§F POSITIVE PRESSURE ( ZONE 4+5) 93.5 , x 90.3 .g $6.1 . NEGATIVE PRESSURE (INTERIOR ZONE 4) -99.6 RAM _ x"t -96.4 -92.1 'i NEGATIVE PRESSURE (END ZONE 5) -117.7 : -111 3 ,x —102.7 ""lo ,.. LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie 772 461-2116 Fort Pierce d ho C orr�,l v1 / 1 ec cA.r te• gh1Lo�"a tom►j CUSTOMER'S NAME PRODUCT LAYOUT SHEET . RECE VrEDj MAR 2 9 201E A PERMITTING l% St. Lucie County, FL C � n s O ' VW ,r ,� .. ..x. :o 0 .. During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be „ present during installation to inspect and pay balance due. CUSTOMERS SIGNATURE