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<br />-70
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<br />GLASS
<br />Om-
<br />SECTIONS
<br />-
<br />+6E.O. -75Z
<br />70' OR LESS
<br />1
<br />2 Ii
<br />BOLTED .
<br />1% 2', -V. I-*,
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<br />456,0. -7&3
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<br />47 A, *'R
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<br />tftlrrg:�20.3 -% Ii & WINGNUT AT OVERLAP At 40% OF PANEL LENGTH
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<br />MAXIMUM
<br />A.S.D. DESIGN
<br />MAXIMUM ANCHORS SPACING FOR E. D. - 3 1/2- -
<br />AIRALVAELE To
<br />so:to* I *
<br />ANY OOMRMYM
<br />OF THEM
<br />.
<br />MAXIMUM PAN!
<br />LENGTH 'L' oi
<br />PRESSURE
<br />RATING
<br />(,i
<br />TAPCONS
<br />I 1ALK-0,
<br />I PARi nx-LE fT
<br />PLUS
<br />TO CONCRETE:
<br />10 Ca"WE"
<br />BLOCK
<br />To CONCRETE
<br />10
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<br />To CONCRETE
<br />To -
<br />BLOCK
<br />To CONCRETE
<br />I. �
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<br />12"
<br />N/A
<br />12*
<br />N/A
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<br />N/A
<br />12'
<br />N/A
<br />v & Z (TOP)
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<br />5.
<br />4�
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<br />-
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<br />12"
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<br />+66.0, -75.3
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A -
<br />t2 1/2'
<br />IT'
<br />V (BOTTOM)
<br />70" OR LESS
<br />7-
<br />N/A
<br />6 1/2-
<br />N/A
<br />. 4 1/2'
<br />1 N/A
<br />4 1/2-
<br />NVA
<br />3' (TOP)
<br />12'
<br />NIA ,
<br />12"
<br />N/A
<br />I 9 1/2 .
<br />I N/A
<br />I 9 1/2-
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<br />3- (BOTTOM)
<br />12'
<br />N/A �
<br />12"
<br />N/A
<br />1 -12* - -I
<br />- N/A --
<br />1 12-
<br />1 N/A
<br />e (TOP)
<br />12 .
<br />,i i
<br />12,
<br />2 1/2- 1
<br />12'
<br />1 11.
<br />1 12�
<br />1 IT-
<br />[ 4- ( )
<br />I I
<br />* UMTED TO 86.0 i A.S.D. DES" PRESSURE RATING.
<br />A SEE SHEET 20 FOR ANCHORS TYPE * Sti FOR OWALLATOC WID NOD
<br />FRAME
<br />BLIADING.
<br />WWtN ANCHOR SPACINGS 00 MMUM EDGE DISTANCE ARE ANDICAND OR Tift
<br />SCHEINJUE. FOR ED. LESS TK40 VOrA= ON WIMU W= ANCHOR BARGINIC
<br />BY MLILTIPLYINC, SPACING SHOWN ON SCHEDULE BY It* MWWM FACTOR& FOR
<br />THIS OPERATOR To BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR! Swu
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<br />COMPONENTS FOR REGULAR, UFE 5AFEIY
<br />& E-Z HANG STORM
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<br />CBVI�_M DOCUMENT (P-E.D.) ItAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX, INC
<br />WTM THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT Ii INSTALLED Kr HIGH - #14-10 PANELMATE FEMALE To AND PANELAAM PLUS ANCHORS, AS MANUFACTURED BY &CO CONSTRUCTION pamum
<br />YEDLQCJTY HURRICANE ZONES (MAMI-DADE / BROWAFID COUNi - 1/4-0 LAO SCREVIS PER Ni
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF 'ME ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/16*4 . i WOOD BUSHAND, AS DISTRIBUTED BY ALL POINT SCREW, Ei & SPECLALTY CO.
<br />SPEED AS REQUIRED BY THE JORTSMTON WHOM STORM PANEL BILL BE INSTALLED. AND FOR A DRIECTIONALITY FACTOR
<br />ii USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A.SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Cil) MINIMUM THREADED PENETRATI04 INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND I- FOR ELCO PANELMATE PLUS
<br />3, 9 THRU 12 A, 17, le. AND PANELMALE FEMALE ID.
<br />IN ORDER TO VERRY THE AMS CONDITION, ULTIMATE DESIGN WIND LOADS DETIERMINETO PER ASCE 7-16 $HALL BE FIRST
<br />REDUCIED TO XSD. DESIGN PRESSURE RATING BY MUMPLY04 THEM BY 0-6 IN OMER TO OMPMtE THESE W/ WAX. (A.5i C,2) MINIMUM THREADOD PFINEIRIT11014 OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-. NO THRui
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRIED THREADED PERETIATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS Pli AS TESTED WERE NOT OVER STRESSCIT, A 33% ViCni IN ALLOWABLE
<br />STRESS FOR WIND LOAM WAS = USED IN THEIR ANALYSIS FASTENERS, SPACING TO WOOD HAS BEEN DETETWINED IN C,3) MINIMUM EDGE DISTANCE OF LAO SCRIM, INTO WOOD SHALL BE AS INDiCi IN T41S DRAWING
<br />ACCORDANCE WITH ii 2018.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND VAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE Wili SECTION 1609.12 OF CA) MIN14UM PENETRATION OF WOW BUSHING. SHALL BE 5/84. 1/4o 0-20 SCREWS USED SKAL1 BE 1 1/2- LONG MMMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0514,01-01 AND 10i AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCM
<br />PER SSM I 2-92 & ASTM E 330-02 STANDARD% AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #It23,Oi AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PEI? CALCULATIONS PERFORMED IN ACCORDANCE Vi SECTION 104 OF I)- CS) IN CASE THAT PRECAST SICii OR PRECAST CONCRETE PANELS 0 wow BOARDS BE FOUND ON THE "STING
<br />=RE 'BEHIND
<br />PLO IDA WILDING CODE WALL, ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAIN SUCH PVNi
<br />ANCHORAGE SHALL ENE AS MENTIONED, IN CA), 0,2) A C4)
<br />2 ALL ALUMINUM EXTRUSIONS to BE Si ALLOY AND TEMPOR, (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS %AUL BE INSTALLED FITALOWINUALL OF TNE RF(MMMEND"" AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3. ALL ALUMINUM SHEET WETk USED AT CLOSURES VALL HAVE 3I05-4414 ALLOY. $� PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION Di SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />A- ALL STEEL SHEET METAL PANELS SHALL. HAVE SMOTi OUAU?Y STEEL. ASTM A-6S3 GRADE 80 MINIMUM, G-60 GALVANIZED 1HRIOLIGH 5) EXCEPT THAT HEADIRi Ai SHALL NOT BE USED,
<br />STEEL DESIGNATION Wi 92.2 kvi (AFIER ROLLEO). 9. IT $KAU BE TIFIE RESPONSIBUFf OF THE CONTRACTOR TO VERIFY THE SOUNDNIM OF THE STRUCTURE WHERE WffTET? IS TO BE
<br />5, ALL SCREWS TO BE STARILMS STEEL 30 OR 316 Ni SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS ATTACHED TO RISURE PROPER ANCHORAGE 74S SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOW MAME
<br />4 PER ON BUILDINGS,
<br />SCOLEI W/ So Ast In Eub STRENGTH AND 90 kiiii TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411,13A, 10. EACH REGULAR STORM P94M WITH LENGTHS OVER AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATNES IW, 3W & 4W ON
<br />%.�Rii
<br />SHEETS 4. 5, 6 & 7 RESPECTIVELY; SHALL HAVE A AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TERANT TO
<br />5 Iti TO BE ASTAI A-407 GALVANIZED Si OR AISI 304 SERIES STAINLESS STEEL. WITH 36 i MINIMUM YEDD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/OMP K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PKVENT WTNU/FUJN INTRUSION.
<br />(A) !Fpj��J:�;
<br />- 1/4 , 1�,CIN ANCi AS MANUFACTUREO BY I,T,W, BUILDEX, INC. (Ai f'c-3192 P.j.) 12, STORM FARM INSTALLATION S,iAd. COMPLY WITH SPECS INDICATED IN THIS ORMIM PLUS ANY WILDING AND ZONING REGULATIONS
<br />- 1/4* 0 . 7/8" CALX-4N ANCHORS, AS MANUFACTUREC, BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO.
<br />- 1/4' - x 3/4" SO -Di ANCHORS, AS DISTRIBUTED BY ALL POINT SCj?Ii ii & SPECIALTY CO.
<br />i ,-.0 ,L) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (Ii PREPARED BY INS ENGINEER IS GENERIC AND DOCS HOT PROVIDE INFORMATION
<br />i PANELMATE FEMALE 10 & PANEUVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT,, I— WHERE THE SITE CONDITIONS DEVIATE FROM THE Pi
<br />: 1/4'0 ZANAC "LIN ANCHORS. AS MANLWACTU41M BY OEWALT, INC, (b) CONTRACTOR TO BE RESPONSIBLE FOR IK SEECTION. PUKtIASE AND INSTALLATION 64CLUDING LIFE SAFIETY OF INS PRODUCT
<br />A,I) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4'; 2* FOR ELCO PANELMATE AND Ei ON THIS P.11i PROVIDED K/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />1 3/4. FOR ZAMAC ki ANCHORS.
<br />W INS PRODUCT EVALUATION DOCUMENT WILL BE ODNSIDERIDD WALD if MODIFIED.
<br />A,Z) mi & si RACTINORT; SHALL Ew EIVESECOM 7/6' INTO THE POURED CONCREM NO IDADEDMENT RATO
<br />STUCCO SHALL RE PERMITTED. 1/4' 0-20 SCREWS USED SHALL K I 1/2" LOW MINIMUM SHOULD STUCCO MST, (4) SITE SPECIFIC PROJECTS SHALL W PREPARIED, BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT YMC44 WILL BECOME THE
<br />MO I" MINIMUM FOR WALLS WIN NO STUCCO, MO MAY BE HE40M SCREWS OR ALL YHRMO SCREWS W/O HM, Mi OF RECORD (ii FOR THEi PROJECT AND WHO Wi HE RESPONSIBLE FOR THE
<br />BUY WITH WING NUM PROPER USE OF THE Ii ENGINEER OF RECORD. ACTING AS A OELVATIDD ENGINEER TO THE
<br />P.CD, ENGINEER, SHALL SUSTMIT To THIS LATTER Ti SITE SPECIFIC DRAWINGS FOR REAM.
<br />A-1i) IN CASE THAT PRECAST STORE PRECAST CONCRETE F=� ITAXIIA�IM�1�1 OR WOOD BOARDS BE FOUND ON THE
<br />EXISTRIC WALL OR FLOOR. ANCHORS SHALL BE LOW. MAIN STRUCTURE BERNED SUCH PAN1i (a) THIS Ii SKALL BEAR Iii WE AND ORICINAL SEAL AND SIGNATURE OF THE PROFMIONAL,
<br />ANCHORAGE SHALL BE AS MENTIONED IN AA) AND IN k2). ENGINEER OF RECORD THAI ARSIPAREAD It.
<br />(8) 14. SHUTTER MANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED FKALDEX. LAC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1705i OF FLORIDA BUILDING COM ONE LABEL
<br />By L T' W' PLACED FOR EVERY OPENING. LABOUNG TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />SHALL BE
<br />- ,/,. 0 . 7/8' Cki ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE.
<br />- 1/4-0 X 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. Bi & SPECIALTY CO.
<br />- 014-10 PANFL- FEMALE. 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PV A001111111%
<br />- 1/4- 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY "ALT. INC � _t
<br />..:.Ttiz
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS ELCO PARELMATES AND ZAAAC NNUN ANCHOR, INTO ME .. E ".. FLORIDA BUILDING CODE (Non Mph Veloccity N
<br />19,Pk Zone)l
<br />BLOCK UNIT SHALL BE 1 1/4-, .., I cone
<br />. . - .
<br />: . . .2on minxi Ai to.
<br />Hi Ci & SOUi ANCHORS SHALL BE 01SEDDED I/$- INTO THE CONCRETE BLOCK Ui NO %044 7 I S 24 GAGE GALVANIZED STEEL STORM PANEL
<br />. . - CAVAN 6"
<br />STUCCO SKAUL BE PERMITTED. 1/4- Ai SCREWS USIDD SHALL BE I I/ 2- LONG MINIMUM SHOULD EAST. * <0+1 -'i 'T--
<br />AND 1* MINIMUM FOR WALLS WITH NO STUCCO, S ., ------ GLOBAL PROTECTION PRODUCTS, LILC. '.
<br />�
<br />1 1. F .' ILIECO,...
<br />Ei IN CASE THAT PRIECAST STORE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU k opt . �... �- Mici 5i !Iiii
<br />1. -
<br />MSTNC WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE Mi STRUCTURE BEHIND SUCH PAN ,,, " - '. 20-175
<br />-.;�.�At�- r. I. fi (qu)vaA,4w
<br />I
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<br />ANCHORAGE SHALL BE AS MENTIONED IN 80) AND IN Bi In., SIA1119OWUNI/0'at
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<br />I I � I i I
<br />... VALTER k OtIff �alii . . $NO" I IF 15
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<br />.
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<br />INSTALLAIION
<br />12U-AIU FOR REGULAR PANEL
<br />(1)
<br />INTO. POURED
<br />CON-CREJE OR CONQRETE BLOCK
<br />.SBUCTURES
<br />I STING POURED CONCRETE
<br />AM
<br />11
<br />CONCRETE BLOCK
<br />REMfi
<br />rMOZONCRIDIS
<br />03M R
<br />REQUIRED,
<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS I
<br />(SEE SCHEDULE Oi
<br />SHITEM 9 THROUGH )
<br />f-4)
<br />(SEE, SCHEDULE Obi
<br />SHEETS 9 THROUGH 10) F-4)
<br />EXISTING POURED
<br />CONCRETE OR
<br />j
<br />!
<br />X
<br />CONCRETE 8 -
<br />1/2- ,/,.
<br />1111/2* 1/4-
<br />I
<br />REQUIRED. 11) ,,--,w,. �L,=,
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