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<br />1. C-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLATION BOLL" (P,E-D,) HAS BEEN VERIFIED FOR COMPLIANCE it, 8-1) MINIMUM EMBEDMENT OF TAPCON MCRORS AND PANELMAIf FEMALE 10 Ik PANELLIATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE 1 I/e
<br />DESIGN THE ABOVE MENTIONED CODE.
<br />11,1� 061 A�E.SILTOVI'8 a2) MINAMW EUBEIDMIDIT OF 1/4-0 X 7/S` CAILK-AN ANCHORS SHALL BE IS TIr UATO CONCRETE.
<br />MR A N BY .r VAH SHUTTERS WILL SE INSTALLED AND NO EMBEDMENT AIDE) ANY nNAsH MATERIAL SHAU BE PERMITTED.
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<br />FOR A NOT EXCEED THE MAXWLIM (ASM.) 1/4' 0-20 65 SIDEWALK BOLTS USED SHALL BE LONG FINAOUGH(SHATOW ANY FINISH..MATERIAL EMT) To
<br />DES" Pw_1_AAR5 RATINGS IHD*kTw ON SHEETS 25 & 26. 04AM 3/4' INTO ANCA40",
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASOf 7-18
<br />SHALL BE FIRST RLDUM TO AS DESIGN WIND LOAM BY MULTIPLYING THEM BY 0.6 AN ORDER To 5-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />To COMPARE THESE Wl MAX: (AS-0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ANCHM SHIAUL BE LONG ENOUGH TO BEACH THE MAIN STRUMITE SE4WD SUCH PANELS, ANCHORACE
<br />SAVILL BE AS MIMONED IN 9,1) AND IN 9.2).
<br />AN OROM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EM AS TESTED WERE FACT OVER STRESSED, A 337L INCREASE
<br />114 ALLOWABLE STRESS MR WIND LOAD$ WAS hM USED IN THEM ANALYSIS, FASTENERS SWING TO WOW PAS BEEN
<br />DETERMINED AN ACCORDANCE WITH N�DS� 201E (C) ANCHORS SHALL BE INSTALLED MlOW1140 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF T K ANCHOR'S
<br />STORM PANEL'S ADEQUACY " IMPACT AND FAT" RESISTANCE HAS WEN VERIFIED IN ACCORDANCE WITH SECTION f626 OF MANUFACTURER.
<br />THE ABOVE MENTIONED CODE -AS PER FENESMTRIN TESTING LABORATORY, INC. REPORT 1 2032, AS FAKATOOGLS lm-20L 11 IT SHALI BE THE RESPONSHOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE SHUTTER
<br />TAS-= AND 1AS-203. Is TO BE ATTACHED TO ENSURE PROPER ANCHORAGE, THIS SHUITER SHALI ONLY BE ATTACHED TO CONCRETL EILO"
<br />2- THIS SYSTEM HAS BEEN DESIGNM TO BE WSTALUO ON THE OUTSIDE OF THE OPEN3NC- ACCESSING TIE OPMNG FROM THE OR WOOD FRAME OVUINCS.
<br />INSIDE W/O THE USE OF A LADDER OR tfrt. 71015 APPLICATION AS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN AN CONTINUMIS
<br />-
<br />FROM THE OFUn
<br />INSIDE CONTACT WITH THE BVILIM 10 PREWNT "V/W* INTRUSION CAVIX AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH,
<br />3, SERIES IOM EST' "ION 4 APPLICABLE TO SINGLE AND DOUBLE 14UNG STYLE WINDOWS WEN INSTALLATION IS RIOURED 10 at
<br />PERFORMED FROM THE INSIDE or smucium t3 STOW PANEL INSTALLATION SHALL COMPLY AN SPECS INDICATED AN THIS DRAWING " ANY BUILDING AMC 70MN4
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70,
<br />4. SERIES 2000 NSTAUATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAI SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14. AT" WIAIDOWS AND DOORS, INC. E - Z RANG STORM PANEL SYSTEM- IS PATENT PENDING.
<br />5- All ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPERL (UNLESS OTHERWISE NOTED) 15- (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE
<br />INFORMATION FOR A SAM SPECIFIC PROKCr-. i.e. WHERE 114E SEAT CONDITIONS DEVATZ FROM THE P_E.D
<br />S. ALL ALUMINUM SHEET MEDAL AAAW Al CLOSURES SHALL HAVE 3106-K14 #11.0y,
<br />W QDNTRACTOR TO BE RESPONSIBLE FOR THE SULMION, PURCHAU AND INSTALLATION 04LUDING LAM SAFETY OF
<br />7- ALL SREII SHEET METAL PANELS SHALL •14AVE STRUCTURAL OVAUTY STEEL. ASIM A-653 OWE 50 Mift, 44VANIZE0 SMEL THIS PRODUCT 84M ON IRS PED. PADAMO HE/SHE DOES #Mt DEMATE FROM -THE CONDITIONS wXLEEI ON
<br />DESTONAr" W/Fy- S&S W, (AFTER ROLU:b]k 1`141S DOCUMENT. CONSTRUCTION SAFETY AT SITE AS THE CONTRACTORS RESPONSIBILITY.
<br />S. ALL SCREWS TO BE STAINLESS STEEL IN OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER.DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED INVALID IF MIDI RFD..
<br />MO'S W1 50 A.1 YIELD STRENGTH AND $0 W TENSILE STRENGTH & SHALL COMPLY W! ALORIDA SWILININD CODE SECTION 241 L3.21A
<br />(d) SITE SPECIFIC PROJECTS StIV41. BE PREPARED By A FLORID? REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />11, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSA 304 SERIES STAINLESS STEEL. WI -Pi 36 kv MINIMUM YIELD STRENGTH BECOME THE P4CCtr OF FOR THE PROJECT AND WHO WILL SCAVSPONSISLE FOR THE PROPER
<br />C%M60-11-)
<br />USE OF THE �. RECORD. ACTING AS A DELEGATED ENGINEER TO THE P1.0, ENGINEER. SMALL
<br />AD ANCHORS10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A)
<br />(e) TbU OEM, SHALT. SUR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROrMOW ENSINAUR OF
<br />TAPCONANCHM AS MANUFACTURED BY 4T,.W. BUILDER, WC, (WIN. fc-3t92 RECORD THAT PREPARED IT
<br />1/4`
<br />4` a X 7/8.CALK-JN ANCHORS, AS MANUFACTURED BY DMALT AMC, (um, f-m P,.I.) 18. STORM PANEL MANUFAMRM�S LABEL SHALL. BE LOCATED ON A. READILY VISIBLE LOCATION AT STORM PANEL IN
<br />#14-10 PANELMATE FEMALE AD All, PAWL.AIKIE PLus. ANcHow, As NumuFAcTuRm or tico coNsTRuc," PRODUCES.
<br />ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE ONE LASE). SHALL BE PLACED FOR M:Rr OPENING.
<br />Wc-3m
<br />p-A') LAMINC TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE.
<br />A,I) MINIMUM EMBEDMENT OF TAPCO14 ANCHORS INTO POURED CONCRETE SHALL 9E 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE 10 & PAWILMAre PLUS.
<br />A2) MINIMUM EMSECALM Of 1/4.0 t 7/8- CALK -IN ANCHORS SMALL BE IS 716` INTO CONCRETE. NO EMBEDMENT INTO
<br />MY FINISH MATERIAL SHALL BE PERMITTED.
<br />Ile A-20 SS SOMA BOLTS USED SHALLBE LOW D*LKIH(SHOULD ANY FIwSH MATERIAL EXIST) TO ENGAGE 1/4-
<br />KID ANCHORS, offivofluls"I%A,
<br /># W A A
<br />T/,
<br />A4 04 CASE THAT PRECAST STONE, MOW CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />`1
<br />FLOOR, ANCHORS SHALL W LONG ENOUGH TO REACH 'THE MAIN STRUCTURE SOMNE) SUCH PAWLS. ANCHORAGE SHALL •\,�C ENp % 44
<br />BE AS MENTINED R1 AA) AND 10 A-21,
<br />No. 44167
<br />EX iG
<br />- 11e 0 TAPCON ANACKM AS MANUFACTURED BY IT WfAUkDEK. INC. FLORIDA BUILDING CODE (High VolocifY Hurricane Zone)
<br />-1/4 - P X. 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (P-15M AASLQ ow lkn=, W_ FP.
<br />20 "GE GALVANIZED STEEL STORM PANEL
<br />"r
<br />- t4-10 PANELMATE FIEID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSETWIC!"ON OPA" WT
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