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<br />0--molosips, %.
<br />0,, TIQ/7N
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<br />. , .ii......�,*%
<br />-
<br />.. Se %: 1,
<br />FLORIDA BUILDING OODE
<br />1. INST41ATIOIS ARE DNLT
<br />VM1D FOR BUILDINGS WITH A-S.O.
<br />DESIGN WADS
<br />, \�t
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<br />0. --
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<br />um III,=, � 20 GAGE GALVANIZED STEEL STORM PANEL Fit
<br />2. FOR NEW WOOD FRWE CONIVIRUCTION: WGIOD AKMKR5 10 BE SOUTHEAR
<br />PIKE ND, 2. W/ SPICIFIC DENSrIY of Al .55 OR COUAL
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<br />COMPONENT:i FQR SERIES 290Q & 1 009 E-Z HAb!G STORM EAMW
<br />(SCAUE: 1/2-1 -)
<br />---z594* ----
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<br />DESIGN WIND WADS SHIMI, BE DErERMINED AS PER SECTION, 1620 OF THE ABOVE MENTIONED COM 9.2) k*NIMW EMBEDMENT OF 1/;4#SX 7/4' CAUI-HN ANCHORS SHOAL BE IS 7/8- WID CONCRETE�
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<br />IN &LOWAKE STRESS FOR WIND LOADS WAS Z& USED IN THEIR ANALYSIS, FASTIN ERIS SPACING 70 WOOD 14AS BEEN
<br />OETERMM IN ACCORDANCE WITH kl).S. 201S- (t) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECIONIMENDAMONS AND SPECIFICATIONS OF THE ANCHOR'S
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<br />STORM PANEL'S ADMACY FOR IMPACT AND FATMIC FtMrIAN" TO$ BEEN V000 1-4 ACCORDANCE YM SECTION 1626, OF �
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<br />TAS-202 AND TAS-2W. 19 TO BE ATTACHED 70 ENSURE PROPER ANCHORAGE- THIS SHUTTER $HALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2- THIS SYSTEM WS BEEN DESIGNED TO BE 05TALLEO ON THE OUTSIDE OF THE OP041K ACCESSING IHE OPENING FROM THE OR V40M EWE BUILD04S.
<br />INSIDE THE USE OF A LADDER OR UrT, THIS APPLICATION 15 YAM WHEN INSTALtAlION IS INTENDED TO BE PERFORMED 12. THE INSTN.LATION CONTRACTOR IS TO SFX/CAULK A.L SHUTTER COMPONENT MCES WHICH REMAIN IN CONTINUOUS
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<br />J, SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE KAM STYLE WINDOWS WHEN ,NSTA1J.AHQN 15 REQUIRED to ft LOWTH.
<br />PERFORMED FROM THE INSIDE Gr STRUCTURIC '3 STORM PANEL INSTALLIJAMON SHAU COMPLY WrTh SPECS INDICATED IN THIS DRAWING PLUS ANY FAJILOINC AND ZONING
<br />4. SEMS 2000 INSTALLATION IS. APPLICABLE 10 SINGLE AND DOUBLE HUW AND ROIRIZONIN V-.,M;4S STYY WINDOWS WW-14 REGULATIONS PROVIDED BY THE JURISDICTION WHETIC PERMIT IS APPLIED TO.
<br />INSTALLANOIN IS RODUIRED TO W PERFORMED FROM THE INSIDE OF STALCTORIE. t4, ATRIUM WINDOWS AND DOORS, INC. E - 2 HAW, STORM PANEL $Y57N� IS PInMy P"BlI
<br />',- ALL AWWNUM EXTRUSIONS TO BEE 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15- 0) THIS PRODUCT.EVAUATION OCCUMM (P.E�D,) PREPARM BY THIS ENGINEER 19 GENERIC AND DOM W PROVIDE
<br />INFORMATION OR A SITE SPECIFIC M0JfWFr i�t. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E.0-
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-S14 ALLOY,
<br />W CONTRACTOR TO BE RMPONSSLE FOR THE SELECTION, PURCHASE AND ANSTAUATION INCLUDING LIFE SAEM OF
<br />7. ALL STEM SHEET METAL PANELS SK&L HAVE STRUC111RAIL OUALJTY STEEI- ASTM A-6S3 ORkDE 50 MO, GALVAMCO STEEL THIS PRODUCT BASED ON THIS REM. PROVIDED HE/SHLE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATWIN Wiry- 58.5 kM (AFTER ROLLED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY,
<br />5 ALL SCREVS TO BE STAINLESS STEEL 304 DR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM (G) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 110,611,10 IF MODIFIED.
<br />WO116 W/ 54 ksi YIELD STRENGTH AND 90 kwii TENSILE STRENGTH & SHALL COMPLY */ FLORIDA, BUILIN O cone Sec'non 2411,1314
<br />i(d) WE SPECIFIC PROJECTS SKALA. BE PREPARED By A FLORIDA REGISTERED E14GINUR OR ,ARCHITECT WHtCM WILL
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<br />USE OF THE P.E-D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.O. KINGINM. SHALL
<br />ia ANCHORS TO WALL SHILLI BE AS FOLLOWS., SUBMIT TO THIS LATrM T14E SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) M_&VnW41ZMED.t�'CRM�
<br />f-) THIS PEM, SHALL KAR THE DATE AND ORIGINAL SEAL AND SAO.NATURE OF THE ,PROFESSIONAL ENGINEER or
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<br />- i/4- 0 X 7/8' CALK -IN ANCHM, AS MANUFACTURED BY DMALT INC. (MAN. Vc-3000 PQ ` 0- STOPM PANEL MANUFACrURER'S LABn SHALL Be LOCATED ON A READILY VISIBLE LOCATION AT STORM PA14EL �N
<br />- #14- 10 PANUMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION f7051-9.5 OF FLORIDA ERALIXHO CODE ONE LABEL SHAU at PLACED FOR EVERY OPENING-
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<br />Ai MINIMUM EMBEDMENT Of TAPOON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/4' AND 2' FOR FANELMATE
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<br />A2) MINIMUM EMSOMENT OF 1/4*p At 7/8* CALK-04 ANC14ORS SKIILi� BE IS 7/0' INTO CONCIRM, NO EMISEDMENT INTO
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<br />- 1/4' 0 A 7113` CALK-LN ANCHORS, AS MANUFACTLOb By DEWALT INC (f`M-tS00 pe,Ij A % 1 -2w Tum, ING 20 CAGE GALVANIZED STEEL STORM PANEL ry,
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