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<br />OPTION 12 FOR LIFE ZAFETY STO M PANEL(I ELEVATION
<br />SCALE 3/16--1- I/r WAIL w
<br />SECTION A -A
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<br />INTO EXISTING WOOD STRUrJURES ---,"' IN10- EXISTING WOOD STRUCTURES ' " 1, E-2 HANG STORM PANES, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EM) PAS BEEN VERIFIED FOR COMPLIANCE IN 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUIATT FEMALE ID & PANELMATE PLUS INTO CONCRETE
<br />, , I-- -T".- ' ��' =,' ��7 1 7� -` ACCOROANCT W[TH THE 200 (7th EDITION) OF TIAt FLORIDA BIRILDING CODE� Be 1 1/4-
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<br />' 1, � - -'- If L - - - I -- ,�l �� L � - I I e - L�: FOR A W -o' ANCHORS SHALL
<br />BE 15 7/8. INTO CO R
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<br />I '� . - vo= A '-' � ' ' . - . r - - I EC=ASI REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL pE�f CA'AND NO EMBEDMENT INTO ANY MATERIAL SHALL OF PERMSTIIED.
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<br />, _L � . -'� I it ��' � .1.1 --" , L =ji� :1 � I -� -- REMPED , 'L - I'- i it ", � I., I FOR A 0 FACTOR Kd-0,65. ITSTNO ASCE 7-16 AND SHALL NOT EXCEED THE SQ.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHAU BE LONG ENOUGH(SMULD ANY FINISH MATERIAL EXIST) To 1,
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<br />"I -- I I I ... %, r , � - 11 / ` ;I - 'A. IN M TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WING LOADS DETERMINED PER ASCE 7-15 1 "',
<br />I 1, - , . !`�--' -.,j i i ,- -- -I- 0 V D.C.
<br />1,1'r I 11 L - I. '� I I ii -11 i I "I ,? �1 ' DES" PRESAURS RATINIGS MCATEO Otl SHEETS 25 & 26, �
<br />I I I �H 1/4-o TAPCON 0 III O.C. -1 i f IL -- � ' '.- -- - I/4-0 TAPCON 0 Ir O.C.I I 1/4*o TAPCON 0 6, O.C. � � I ENGAGE 3/4- INTO ANCHORS, "
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<br />'� t I I! r W/1 1/2- MNL THIREAN - f e " . - - - . " , ER N . . e �; " ��' W1 I 1/2- ". THREADED " I ) �r; I . 1 1 �� ---'4 1/2 MIN. YHREADW
<br />. � " t L PIENETIRKIKIN AT WOW 1� - ' Ill -C� . . I I � 11 .. � I . , . ,�7 ----W11 1/2' MW THREADED ,. , I I I ; � It " I . . PENETRATION AT WOW 0ex
<br />.' -1, , I I I I - PENETRATION AT / � ��i , I N , SHALL BE FRET REDUCED I'D AS.IL DES" WIND LOADS BY MILA-71PLYINC THEM BY 0-6 IN ORDER To B-11 IN WE THAT PRECAST STONE, OR PRECAST CONCRETE PANEI-S BE FOUND ON FILE EXISTING ill INJI
<br />I I . , . �il �', ,� "L WOW �" ;�! I PENETRATION AT MOD , � WADER I , r I HEADER TO COMPARE T14M W1 MAX. (A.S4) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2b B, 26, ANCHORS ViAl BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SE-OND SUCH PANELS. ANCHORACE 14� 1 � HEADER WADER L, j ji, ' . " � L i " � t K=
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<br />t I.' 't, � I III , � �;'e' I I IN MR TO VERIFY THAT COMPONENTS AND ANCHORS ON PHIS P E.D. AS TESTED WERE NOT OVER MIESSM, A 331 INCREASE ,.. I j �S,Iso�i,v = , 1�1 I A us*- I'p � /2 ii- - I 11 IN ALLOWABLE STRESS FOR WAND LOADS WAS = USED IN THEM ANALYSIS PA51ENERS SPACING To WOOD HAS III
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<br />j �' ' �.' ; I/ , , - I ! I REQUI � . �' "I I T14F ABOVE MENTIONED CODE AS PER "ITSTIRAWN TEST*C; LABORAIDW� INC, REPORT 1 20,32, AS PROTOCOL$ TAS-20t, 11 9 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SPUTTER
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<br />� 1L- � - . -1 .,I I ; L I 1� I I (2) 'TAS-202 AND IAS�203, 19 TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS VU7ER SsALL ONLY BE ATTACHED To CONCRIETS, BLOCK
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<br />Mh so'ka"IDII I I � i - SOVAMTON I 1 1 � I CONTACT WIN THE BUILDING TO PREVENT 1WNO/RNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND TRILL
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<br />I I--- " I I ; I PANEL LENGTH , ! I - � 1 4. SERIES 200D WALLAIIOIN IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORaOAnX1 SLIDERS STYLE WINDOWS WHO --I'-
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<br />� 7/8-. .j L I i S�r M --- I - - - - I Cm ! I S. 41& W " - '�--' 5- ALL ALUMINUM EXTRIUSUAIS TO BE W03-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E,D,) PREPARED BY THOS ENGINEER IS DENERTC AND DOM NOT PROV09 " .= r-,
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<br />I I I 11 WING I .! L- � I--, 11 i � . . 4 I 'INFORMATION FOR A SITE SPECIFIC PROJECT; ;.t,, WERE THE SIT CONDRICINIS DEVLAIE FROM INS P-E,D " = -�z
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<br />i . I i ! � 1/41# TAPCON.i ! T, ALL STEEL SHEET METAL PANELS SINALL *GAVE STRUCTURAL QUALITY Ma� &SIM A -El GRADE W Min, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PILO, PROVIDED HE/SW DM NOT DD%T-, FROM THE CONOMNS DETAILED ON w W -=
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<br />i I OF PLATE
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<br />I , _ -- i I 1�11 (d) SITE SPECIFIC PROJECTS WELL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />' ' I t : MIDNOTH I , L , I : � - •---, �"�--' 5701a W/ 50 JAI YIELD STRENGTH AND 90 Mel TENSILE MENOPH & SHALL COMPLY W/ ILOWDA BUILDING CODE SECTION 2,411.3.3.4
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<br />71 " 13 � I- -0 1 - , � ; 10, ANCHORS TO WALL Smu. BE AS FOLLOWS: SUBMIT TO THIS LATTER THE Sa SPEOFIC DRAWIAl FOR RMEW CJJ- w
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<br />It 4 L I & ; � 11, 1 2 1. - - --�-I It-, � �L �' i RECORD THAT PREPARED IT
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<br />I -- : I 'L il 0 X. 7/8- CAUL-W ANCHORS. AS MANUFACTURED BY DEWALT INC, (MIN, f'c.3G()D P.Q
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<br />L � I I I "I I il it Z/8%3/31 WING w L, '� 7/81-.3/32 WING NUT �w � & L i - 114-10 PAW -MATE FUMLE 0 & PAINELMATE PLUS ANCHORS. AS MA"ACTURLD BY ELCO CoNtEIRTICrom PRODUCTS- SISAL. I �VJJ'. � VJ2' WING NUT .. 1/8*0 � 3/32* WING "wy a 12 11r cc % � ACOOROANCE WITH SECTION 1709.9.3,OF FLORaA BULDWO CODE. ONE LABEE S BE PLACED FOR EVERY OPENING
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<br />I ." 12 112 1 1 � � NUT WASH" (BEYOND) � I '� �� i:; ,. . '15 WASHER (BEYOND) T-- �' e-;'� ��-' -- � j u LABEL" TO COMPLY WITH SECTION 709.9,2 OF THE FLORIDA BUILDING CODE.
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<br />11 I -11 -.- I �14 TAPCON a 51 04 ; I �' , ,' w; A'* TAPCON 9 LIT DC ' ,4'0 TAPCON ' 1� � j � � i P, I I 'jjeo . 313S- WING Niff - AND 2- FOR PANELMATE
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<br />r I , -1 I PENETRATION r,I4' WOW PLATE , , I ' r141 WDO P .. I
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<br />�-4 L.1 g� romAgm � � I 1/� . I il OF PLATE AT WDWIDTH ""-' Z� '5�- - 11' I REZONED WAS ,411 0 6 1/4' D.C. REQUIRE I-- � 1WASHER 0 (BEYOND) FEMALE & PANELMATE PLUS,
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<br />I .. OF PLATT Ifill - i � " -- MICRON �, . -� 11 P . I - � I I A2) MINIMUM EMBEDMENT OF 114-0 X 718- CALK -IN ANCHORS SKAL
<br />. or PLATE i -, --jaW PLATE I , 1, ji; �
<br />, - I -1, - � I '� MATE #14-TO •PANELVATE PLUS . I � � � !� �' i�' J114-10 ,,, . l � � , L BE IS 71W INTO GONE, . No D I
<br />� WOOD L , .1 - - T, � is I - I - ' --�--�- �� , L , , � -----4 I I ANY FINISH MATERIAL SHALL Of PERWITED
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<br />---1 I-- -1-4 RED - . .1.11 - 1-1 ,Q;� PLATE a 6 I/e ox� x 7/0 1 ' I ' & 6 t/4' O.G.I-, �
<br />MOUUNQ IWTA I � ! ' x '� MIN, 1)4 � IN *
<br />mw*r. ION UAM WIN. THREADED PENETRATION - � :, 7 � t I , t' �� I , 1�4 0-20 SS SIDEWALK BOLTS USED $KAU Elt LOWI ENOVOR(SHOULD ANY FINISH MA"AL EXIST) TO ENGAGE 3/4' .tWININN,
<br />AT MMWDTH 0; PLATE L ; L At MIUMOTH , , .
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<br />WALL MOUSENG INSTALLATION WALL MOUNIINQ INSEWAMN ALTERNOVE 7" - - -� --- ... � . - - MIA
<br />TERNW Mw SCALE 3/8-.1 - 2 I IFE SAEM PANEL I/ -L�'-�' --..- L' A. r,
<br />- � INST A-!) W WE THAT PRECAST STONE, PRECAST CONCRETE PAN", OR PAYERS BE ,FOUND ON TIRE EXIS11NO WALL OR ... ...... .. . 4
<br />ION I a t�Ml- '041muNRII, SCALE 3/8--i W" MOUNMNG INSTAUAIIQN "I0010004", L LL AUAM FLOOfL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL .,- ..
<br />SCALE val-l" SCALE -va-.t- % gll,,�ME MW 0 AFT'rlltag" BBW BE AS VIENVINED IN AA) AND IN A.2). -� '
<br />ese"��.�'.�!��Jll PANEL 'AW A'-.''t&IP'1!11� 2 WEE SAFETY. PANEL (0) 1Q-Q9aD&-4QNQ&uLjQ';-'�� E* N.44 6 11. =
<br />NOTES SCALE 3/8*-I' 1 �� - .. I/^- WALE 3/6--l- = : * IC
<br />L ,,-��'.'*\yr-ENS,-*-..-. -- - . * : = -LORIDA 'cone zone)
<br />4 �'r�'-,\,�ICN,ye'-"eq \ FLORIDA BUILDING CODE (High Velocity Hurricane zome)l . . _ FLORIDA BUILDING CODE (High Velocity u Can. Zone) - F BUILDING CODE (HI Velocity Hu
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<br />UP TO .55,5, 1 : -
<br />-710 PST AND PANELS LENGTH OP 10 IF-C � I NO'A I -. .2m WOOD, Wcr=1 I -' ONTO, Tinw. W- FA - - . mm
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