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LIEW-13 4 M R4 <br />I <br />MAXIMUM ASO . <br />I <br />Mo- PANEL LENGTH <br />I MINIMUM SEPARATION � PAN EL <br />' <br />DESIGN PRE S RE <br />' U <br />L (Ft ) <br />I i <br />RATING (P.. f.) I <br />- I <br />(SEE SECTIONS) <br />__ <br />TO GLASS C <br />- ! ONDITION <br />i <br />- <br />4 55.0, - 72.0 i <br />8,_8" _� <br />- <br />2 3/4- 1 UNBOLTED <br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM <br />INTO EXISTING WQOD $TRUCTURES <br />. 1 IP; � I I .1 <br />I � ; <br />___ <br />"�r____ I- I- . --,---- I <br />- ----- 1� - --- ____4 <br />7 I <br />I r 11 I F I <br />� I � I ,,­� .EA"R I - 11101 "ENTER WOOD HEADER <br />� RIEWMED - � �� �, -,L OIEQUIRED REOULMED <br />I I . *000 HEADER . � I <br />�____ __j - -_ �� - <br />- I I 0 a* a., ____1_ - " � V'.1, TAPCGN a 6' O,C a ELI cc 1/4'0 TAPCON1 0 &* 0 C <br />, -k � , - - _r ; - 1/4-0 TAPCGN � I <br />� <br />I= <br />'I'm . WIN <br />I ED <br />, � - MIN <br />- /2 THREADED */I I/2 WIN THREADED , W/I 12 THREADED <br />; WOW PENETRATION AT *000 i � i PENETRATKYN AT WOOD I <br />,� . PE"�� AT WOW <br />i !,I HEADER : '11 HEADER I HEADER I � HEADER <br />� r , i ; I I � I <br />1 , i : 4: 1 i i � 11 <br />. � 11 <br />I <br />_ , - __ , I i I 4--vt= � % I ; : .L1 - �; I I "I ... I <br />� . , I +ER�,�mp - - , ­ . <br />j ; 42 i " � - <br />, ,iw. . <br />.,/2- . 1. ,,. <br />- , I ; I ,1/4- � I ,/,' i I , I/. <br />- <br />: I �/." I ; ; I . - I I , <br />1 � ". �_ , W", <br />'. <br />'11.1 <br />I _____ <br />I. I I � � . 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(SEP <br />I <br />E_` <br />XcMEDI <br />,"It-IC)AI, ; . NOMEXIM." <br />P,Erl W I/' *_ <br />. WIED .&I . ON,' <br />� I i <br />'S . <br />0 1 <br />I � � 1 1 I � SS S W/ <br />. 5 I : I <br />_�f 1 ,4 <br />I <br />1/r. . 3w/132 . I - <br />7/e,0 I <br />I I . 3/32 : <br />: � I wwt, .07 I <br />: i, <br />. 1 WING' NUT I <br />: I � I : a- 1 . I <br />, I . - � I . . - . I a' <br />� <br />I I . i ! <br />Ieiif I : I ,/-*. IAPCOH 9 , * � <br />i <br />i e a C W/, ,/z, � : I <br />i i t <br />I . I � - T-CAM .1 I <br />I I I I I � PENETRATION AT , . I <br />PLATE' <br />I . I .,D.CTH OF PLATE ! <br />I <br />� I : I <br />. I �_ -1 � I lk �i I'T 6. <br />I - I . t . It . <br />. ! I - I- I - <br />- . _f I I f ; .. " <br />EIO ­ I i � 1�jl E I Q - � I F � ] 1�_ I I ., I I 'L�'J] � <br />' - <br />- - 1 , <br />h wk, - , - i <br />v = � - I - I __i__ I . <br />: I vw.u--,_-;I&_ . � <br />I T f I <br />- "7;-, � <br />ED I ED 1 <br />ED ; - I & , , I . I . I I <br />, , � t- -* - - ___ <br />I I I ____ _ i , _. - -A <br />,_� `E`029�a*_ : � �� <br />E=-_- �� <br />� <br />Tr <br />1�-�--1 �. ,L--..-. - 10 - i/4'6_20.3/4'ss MS W/ I,'.'­2N3/4-SS .S W/ <br />1 ---(g COST f I I ETL I <br />' <br />L 1111'.3 32* WING 1IU` 7/11-CLF/32- *NIG NUT <br />i I � I E,______�_ - /0 - _____ <br />778'. 3/32' WING -1 ? O's 3/32' WING � - <br />711t <br />. . � WASHER 12 /2" 0 C <br />. I I ; WASHER (BEIOWI� . <br />& 12 1/2 OLC SI.LT WASHER I <br />WASHER i i (BEYONO) I 1/1'. TAPCOS, a e GO: <br />� I , I � <br />I <br />: - .11 - i <br />I .,. INPCON 0 51 0 C I <br />1. �STAGIGIERED IN/ STUD) I . - V THREADED I <br />4Z,TMACON 9 41' OC <br />S, W/ " � <br />i i, , ERED III/ : . <br />I IELIX' I <br />�-,­.) <br />I <br />THREADED :&I 1/2* "I OP PLATE ON AT WEWIDT� i i <br />I I A("��AT I j I � . <br />� - - � imo.'DII, . - . I - _ <br />- ."'O, <br />- EIRITION A i - � WOW PLATE I <br />or - _j&w g�4�;WVID PLATE <br />OF PLATE PLA E <br />2-A4- WOOD PLATE Zj�� PLATE .1 . L I 0 <br />REOUIRED III 1, WALL IMOLINTI G INSTALIATION WALL MOUNTING INST&LATION <br />ALTERNATIVE 7" 0 PANEL <br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION REGULAR ALTERNATIVE 7SW <br />ALTERNATM AAW SCALE 3/9'. I" 0 ILIFE SAFETY PANEL <br />0 REGULAR PANEL 2MIMMIEL SCALE 3/8--i - <br />IS, <br />, <br />SCALE 3/r., - SCALE 3/8'-I* <br />;7.1' <br />!�rs\ <br />" <br />� ,e <br />;,i� y� <br />I ��,, <br />NOTES � , .i� <br />-,�� <br />A.,." - - <br />st ­.... ,,� FLORIDA BUILDING CODE (High Velocity Hur [can* Zone)j <br />I NSTALUATLOkS ARE ONAL'I INUD COP SV;LDMGS *it" ASO DESIGN U� * - <br />�p 70 ,55 5 -72,0 PSF AND PANEL S LENGTH LIP 10 6'-E' .Z : . NO M 67 ". * S �Pts, ,am, - 20 GAGE GALVANIZED STEEL STORM PANEL 1. <br />: <br />I <br />- __ TNPWN III, <br />I - . - I <br />2 FOR NEW *OJV FRAM CONSTALICTION WOOID MEMBERS 10 BE SOUTHERN I I <br />, - - <br />P'NE NO 2. IA/ SPECIFIC DENSITY or 05, OR (OUN, �* - - . : i -- " - <br />- - _� _ -- ­ P/-/- - <br />E 6* <br />m , <br />S .� - , ' jGLOBAL P ROTECTION PRODUCTS, LLC. t,,x <br />, __ .. 4 -�f , <br />, , , v, <br />I I L I E C O.... <br />, pyaje . / , .1RUT <br />, � MOsS. 1. I <br />, 9�_,�, , __ <br />, - P`UJT TIVITAke & 1DKEP`EE_ <br />. , � " - I Coe AN-5. TAX 20-06 <br />. I i: 17.11 - I- - - -Li_._.N,, <br />-x_-,.:,J­= --,=.,-,., <br />I '_""�.11�APE <br />- P OIWWW; . <br />I, !t-��' E -TER A. CK0,111 i-, - <br />C i <br />I I ��t i 7 1- <br />t ."� - , I - . " OF . <br />I I <br />114SIALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM <br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />I, .* IAPCON ANCHORS .14' TAPCON ANCHM 1, 4' IAPCON ANCHORS I 4' TAPCON WCMOPS <br />. <br />III, 9* CC � 4 a. GO: 4i 9, O C 0 9' cc <br />POURED C041AM <br />POURED CONCRETE <br />OR CONCRETE <br />OR CONCRETE <br />9ICCk REQUIRED I 1i <br />SLOCK REOUIRIED I - <br />- _�t <br />__C 1 <br />�_ ` <br />- - <br />- .1/4- <br />T - -, <br />, <br />'' ' <br />t�7- <br />1I.s. I <br />__ ft. <br />___ <br />r 60 <br />� <br />! <br />E_D- I <br />I <br />� <br />I <br />4 <br />i <br />: <br />_z <br />1� <br />� <br />, , <br />I:21 <br />; <br />DON, <br />I <br />" <br />: - - To <br />. - j <br />_WsMkA_. I <br />I J) <br />, m - <br />1 <br />a <br />- <br />- Wmagum <br />- ." <br />-I <br />2 <br />- <br />I .1 <br />I -, <br />i I: <br />I. <br />.1 � <br />. 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FOR ANCHORS TYPE . <br />omm rin <br />,/.*. <br />MAtak <br />SPACING FOR AST FKAa AF.O WOOD <br />____ <br />- - SNOMP 0`1) <br />I <br />UK lftaux,c <br />AAM ANICHOR SIXINCS AN" "M" <br />ODGE DISTINCT ARE ININCATED OV THIS <br />_;;oW_.w___7__;;;;__;W�____ <br />- ___ - <br />_�_ <br />SCHEDULE FDA ED LESS IIIAN wOrATED s <br />scHEOVUE mACf ASCHOP, SANC-0 BY <br />MULTION.1.4 SPACPAG SHOWN OIS SCHEDULE <br />___ � <br />P.-I cWWWA WWW OIL) <br />� ___ - <br />E <br />AM& L& OW IIIIIIIIIIIIIIIIIII <br />Fwcm <br />BY It Mu,ow.0c rWT-oRs ,OR , <br />mmao. TO RE POSSIBLE ;aj�, <br />I ,/2. <br />.1* <br />SPACING am USING FACTOR SMALL NOT <br />ME LESS � IMANUM SPACAG .�Ira <br />. ", <br />FOR EACH ASCHO, TYPE ON THIS ScHED,AJ: <br />r <br />Isk, <br />I <br />1 3 T/V <br />I - I <br />POURED CONCRETE <br />CPR CONCRETE <br />POURED CONCRETE <br />OR CONCRETE <br />SLOCK REQUIRED E-, -, _.. <br />__ <br />- <br />� <br />. <br />BLOCK REWIRED - <br />E I <br />I I 1/4- <br />-, <br />1 <br />I q. <br />-1 <br />f7�a, <br />I - <br />I <br />WPI. <br />COP <br />ED- <br />I <br />h <br />I <br />I <br />,:: <br />.1 <br />­ . <br />(z <br />I <br />CONT <br />I <br />t <br />:_._� <br />I-cf, <br />I <br />: <br />, <br />m_ <br />r I <br />z , .- <br />- <br />1 <br />' <br />j <br />z <br />- <br />Pa"M <br />!i <br />:_ <br />-, <br />I <br />E,� <br />:; <br />I!, <br />t <br />h flusr"jcj <br />� <br />i <br />wa <br />=,­� <br />I <br />I <br />r <br />I <br />t GLASS I <br />d I <br />. <br />tll <br />ds <br />� <br />i <br />� <br />� � I - <br />. <br />I , <br />, � � <br />I 'A <br />: <br />I <br />i. <br />. <br />IS � # <br />, . 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C.. __ <br />I , I I I <br />W/ , <br />�� -S.S I <br />I <br />, <br />I -1 <br />_ <br />. . . . <br />,/ . ­ <br />8`4.3/32' WING NUT WASHER 11 <br />1/--0-200/4 MS, III/ <br />7/8'0.3/32' WING NUT WASHER <br />a 12 0" cc <br />(BEYOND� <br />_��4' TAPCON ANCHORS <br />' FAISON <br />4 /2, O C <br />I <br />_X <br />I'- <br />0 4 1/2' 0 C <br />POLA D CONCRETE <br />r­.URED CONCRETE <br />OR CONCRETE BLOCK <br />REGURED <br />WALL MOUNTING INSTALLATION <br />SECTION " <br />OR CONCRETE &XICK <br />REQUIRED <br />WALL mogunky INSTALLATION <br />SECTION <br />0 REGULAR PANIEL <br />SCALE 3/8'." <br />4B <br />6 LIFE SAFETY PANEL <br />KALL 3/8'." <br />CODE <br />INSTALLATION <br />DETAILS FOR <br />OPTION #2 FOR LIFE <br />SAFETY STORM PANEL SYSTEM <br />. <br />INTO <br />EXISTING WQOD STRUCTURES <br />I I i <br />­----­----t <br />. ­­ <br />--- <br />- <br />�! � � <br />--- <br />-� <br />1/4 0 TAPCON 0 5' 0 C <br />�__­__T­ <br />-1 <br />T <br />I <br />W/, 2- MIN THREADED, <br />I/ <br />1/4-t TAPCON 0 6- O.0 <br />i I ! - W/I 112- MN THREADED <br />. � I <br />EICNLTRATION AT *ODD <br />I <br />I PENETRATION AT *Do() <br />1 <br />i ; , <br />I <br />I I <br />f" <br />HEADER <br />� I <br />i r I WADER <br />; <br />I - I .... <br />I � ___ <br />i I <br />, - I <br />: )112' <br />4--r-4, <br />i <br />.1 /2 '/4' <br />I <br />- --- <br />11 I 1/4- <br />i I I <br />I. Ms., <br />I ��-- - <br />! <br />I <br />G HEADER � ! 2. 1 <br />woo T I I <br />, I - I W.� i I <br />. <br />I <br />I <br />I <br />, I I <br />WOOD I I � <br />- - 1 W,I, i I <br />REOV,PFO � <br />�___. i - ---I <br />1, <br />,.EADER <br />Rrov ED I <br />f- I I . I r1z <br />­ -7-,- <br />, I <br />- <br />� ;� CON I <br />, I VI <br />i ,� , , __ ; <br />. <br />I I), <br />. : - <br />� <br />LPL�_ - I I - ; ,- <br />I f: <br />I , . <br />I <br />I <br />I -1 SUNiAP(P` ; <br />I <br />I <br />I <br />i Is= - I <br />� VICE � <br />EXISTING O. SHIM III) <br />; i <br />� <br />., .- <br />� 1. GLASS <br />I ,,, <br />- <br />GLASS --- � <br />: . � 'L' M.. <br />7-- (SEE SC"ED,U: <br />- � F.EL <br />I <br />LENGTH <br />- . 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I <br />. NSTIA4 LATIONS ME N,LLY VALID FOR BUILDINGS Wf� A S b DE-N LOADS <br />u� TO .55,5 -720 PSF AND PANILL'S LENGTH UP TO 6 -S* <br />= - * __ <br />z *: <br />- '. , ._e, <br />` � I 1.� <br />__ ____ <br />- - - <br />, -1 I " <br />- , <br />.1/71`/� <br />_. <br />S ATE �q- <br />V.01". ' <br />�- <br />'., <br />r LOBAL PROTECTION PRODUCTS, LLC. <br />11LIECOINe \ G <br />TAX <br />2 FOR NEW W O FRAME CONSTRUCTION WOO, MEMBERS TO BE SOUTHERN <br />PINE I <br />SPECIFIC DENSITY OF 0 55 OR FOUAL <br />, , ,zr <br />1,0 OR% . �,� <br />,t <br />/ MKXF S... 11 STREET - <br />-31. <br />- <br />NO 2, W/ <br />,�,. , <br />. <br />1 . I ..... <br />,'� <br />TRJJY PUFFING III �� COAMIPM, DAIW. 1 3., 1 <br />.. - - P ... it'a"It 4-m- 1. <br />20-176 <br />, � z <br />NA� <br />Vsu)."�Evt <br />- - , I IkH­ I <br />-:4, -I- <br />_ <br />tl�; <br />tk� _,_ Ck .,§ I i - -1 - vx� - - i 77 i �7 i <br />I.", <br />-- . <br />I <br />iiUl . I-- - - - <br />I <br />. <br />I <br />INSTALLATION <br />INTO EXISTING <br />DETAILS FOR <br />OPTION ,42 FOR WEE SAFETY STORM <br />CONCRETE OR CONCRETE BLOCK STRUCTURES <br />PANEL SYSTEM <br />POURED <br />1,48 IAPCON ANCHORS <br />1 4' TAPCON Q4CMORS <br />6 9, DO: <br />. <br />0 9, cc <br />POURED CONCRETE <br />� <br />POURED CINCRE-E <br />OR CONCRETE A <br />Block <br />OR CONCRETE BLOCK <br />REOURED <br />-i - <br />i �, <br />I <br />PEOULPED I I <br />- - <br />`� <br />� <br />I <br />i <br />f- I.-C - - <br />.1/ . <br />r-1- _­ <br />- <br />, I '/' <br />I �M., <br />I <br />- --- <br />I <br />I <br />I I <br />!! <br />' <br />.'s A <br />71 <br />I <br />f 6P <br />L-1 A : <br />� <br />I <br />� <br />11, <br />1 <br />I ; - � I <br />�_z <br />I <br />i <br />11 <br />I <br />cow, <br />I <br />: <br />- - - <br />I <br />� 11 <br />- <br />i __`k,`. <br />L - I <br />� jj <br />i <br />H, <br />w <br />_. - <br />, <br />I <br />- <br />. <br />E­ W� , <br />� <br />I <br />� <br />z <br />- <br />I <br />- 1.) <br />;1 <br />i '""' I A) <br />1 1 <br />1 <br />I <br />EXISTING , <br />! <br />I . <br />I <br />v 6 <br />-j ,� <br />ElITILIQ _: <br />. <br />i , <br />t <br />; <br />j X <br />GLASS <br />: <br />I <br />: <br />� � <br />I <br />� -. <br />GLASS I I <br />; <br />- . j <br />; <br />i 9 <br />: <br />.1 ti <br />- <br />- , I <br />I <br />: i <br />i <br />� <br />: I 4 <br />'I *1 I <br />- i <br />: <br />� <br />I <br />I <br />. 8 <br />I - <br />� <br />. <br />. 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PXNE�mATM <br />-�LS W1 <br />I PANELMA`E PLUS <br />W/ <br />1/104- <br />-0 . 3/32 * WING NJT WASHER <br />11*_ �*o <br />/IE`# 3/32* *A4 NUT <br />WASHER <br />0 6 1/4, 0 C <br />(BEYOND) <br />POURED CONC <br />POURED CONCRETE <br />OR CVCRM BLOCK <br />OR CONCIRM BLOCK <br />WALL <br />REOUIRED <br />MOUNTING INSTALLATION <br />REOUIRED <br />WALL MQUHTING INSTALLATION <br />SECTION SA <br />0 REGULAR PANEL <br />SCALE 3/8--l- <br />SECTION 58 <br />0 LIFE SAFM PANEL <br />,vII4.E'I.1II11'1'.iIWMN. SCALE 3/8*.," <br />SEE S.W 10 It 20 MR AWCHM �.Pf A <br />MORN n1m <br />Ile. <br />- <br />_!?oA-P <br />'".."41" I <br />SPACING FOR INST' INTO WOOD <br />---------- <br />3 <br />3 <br />FR" BUILOW2 <br />- - wMaMs, E.) <br />- <br />-i;;-) - <br />ANCHOR SPACWOS AND ..:. <br />� EXIST NkE NOWATED ON n <br />- - <br />0� <br />�L_ <br />___ <br />--L, <br />- - <br />:7 i <br />� <br />SONEDULE 'OR c LOSS TMAN, INDICATED Ok <br />SDMEDUUE REDUCE ASCHKAi SPACING ON <br />_",LYNC S"Ac"Ic SHOWN OS, Sc.CAALF <br />11::�� 1110; I.) <br />- <br />,, <br />- - <br />, ,;Iz <br />AMW fA WX OWWQ <br />FACKIIII <br />BY THE FOLLOWING FACTORS, FOR NIS <br />OpOw"'O" Is K POSSIB.A. BEDUCED <br />I ,/2- <br />,s, <br />- <br />SPACIAG OBTAINED LISING FACTOR SMALL � <br />BE LESS I- M.I.- S"Ic" IMONWILD <br />,r I/r <br />- <br />- <br />I <br />M, VIC. ANC." IYpt ON RAS SCHEDULE <br />I <br />r <br />I , "7- <br />, . <br />1 - <br />I as <br />- <br />FLORIDA BUILD114G <br />I E­ 14ANC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIF,ED PCR COMPUANCE IN e I) M"MUM EMBEDMENT OF TAPCION ANCHORS AND PAhELMAIE FEMALE ID & �ANLELMATE PLUS IN70 CONCRM <br />ACCORDANCE WITII I< 202D (?Ih EDITION) OF THE FLORIDA BUILDING CODE BLOCK SMALL BE 1 1/4' <br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIONfr CODE, 8.2) MINIMUM EMBEDMENT OF 1/4-it X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE <br />FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE CYST&L-D AND NO EMBEDMENT INTO AN`V FINISH MATERIAL SHALL BEE PLRIAT'DED <br />FOR A DIREC-TIONALIFY FACT OR ""o85 USING ASCE 7­6 AMID SHALL N07 EXCEED THE MAXWU0 WSZ.1 1/4" f-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGM(S8OULD ANY F�NISIM MATERIAL EXIST) 70 <br />. <br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4- IWO ANCHORS. <br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 1-16 <br />"� AST <br />SHALL BE FIRST RLDUCED 10 AS D DESIGN WIND LOADS Ely MULTIPLYING THEM By 0 6 IN 0 DER TO E. 3) IN CASE THAT PREC STONE OR PRECAST CONCRETE PANELS BE FOUNC ON T14E EXISTING WALL, <br />TO COMPARE NOSE W/ MAX. (A.5,D) DEW% PRESSURE RATINGS INDICATED ON SHEETS 25 I. 26 ANCHORS SHALL BE LONG ENOUGH TO REACH 7ME MAIN "UCTURF BEHIIND SUCH PANELS ANCHORAGE <br />SMELL BE AS MENTIONED IN EE') AND IN 13.2) <br />:14 ORDER TO VERIFY THAT COMPONENTS AND 4ACHORS ON T,flS P.E.D, AS TESTED WERE NOT OVER mm-m A Jmx INcREAsF <br />N AILDWABLE SIRULS FOR IN'So LOADS WAS = LSED IN THIE& ANALYSIS FASIENERS SPACING TO *ODD HAS BEEN <br />UVERMNED IN ACCORDANCE WITH N,DS 2015 (C) ANCHORS SMALL BE INSTALLED MI LOWNG AIL OF THE RECOMUFNDA"IO%S AND SPECIFICATIONS OF -M[ ANCHQR 5 <br />MANUFACTURER <br />STORM PANELS ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE )AS BEEN VERIFIED IN ACCORDANCE WITH SECnoN 1626 Dr <br />THE ABOVE MENTIONED CODE AS PI7R 'ENMT-ATIQN TESTAC LABORATORY. -NC REPORT 0 20,12, As PROTOCOLS TAS-2ci I' IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THI SOUNDNESS or THE STRUCTURE WHERE SHUTTER <br />T _ IS TO BE ATTACH TO WSURE PROPER ANCHORAGE THIS SHUIr7r_R SHALL ONLY ArTACHED to COKR E� a K <br />,AS 202 AND TAS-203 ED BE ET DC <br />2 T141S SYSIEM M&S BEEN DESIGNED TV BE OiSTALULD ON PHE OUTSIDE Or THE OPENING ACCESSING 'If OPENING FROM THF OR *ODD FRAME BUILDINGS <br />'NS,DF W/� 14E USE OF A LADDER OR LIFT Ti4r, APFI,ICATION IS YNIO WHEN NSIAlIAT,ON IS INTENDED TC BIT PCRFDRMED I 2 PHE INSTALLATION COWRACTOR IS TO SFAL/CAUI K ALL SiMUrrER COMPONENT EDGES WHICH REMAIN N CONTINUOUS <br />'Rom THE IISIDE 01 STRUCTURE. CONTACT WITH IME RUIIDNC 10 PREVENT WNO/RAIN INTRUSic CAU,1K AND SEAL ShLITFER TRACKS AL: AROUND �ULL <br />,ENGT" <br />3 SERIES 1000 INSTALLATION 15 APPUCABLE TC SINGU AND DOUBLE HUNG STYLE WINDOY6 WHTN �STA,LATjON 's REQUIRED :'.' 5L <br />FICRFoRMED FROM THE 'N'4DE or SMUUURE 13 STORM PANEL INSTALLATION SHALL COMPLY VAIH SPECS INDICATED IN THIS _�RAWNC ILL'S ANY ET,11DING AND IoN.N�. <br />REGULATIONS PROVIDED BY THE 41)"LLSOICTION WHERE PERMIT IS APPLIED TO <br />4� SERIES 2DOLL INSTALLATION IS APPLICABLE IV SINGLE AND DOUBLE HVNG AND -,OENIONIA. SLDI,k-,, SPTUL APW'11*5 WHEN <br />HS:F <br />IAL LA`ION 'S RECLUMED TO BE PERFORMED PROW! 'HE NSC)E OF STRUCTURE III ATRIUM WINDOWS AND DOORS. LK. E - Z HANG STORM PANEL SYS7M­ IS Pmm PIENDIM <br />5. ALI ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY ILING '-EMPER (UNLESS OTHERWISE NOTE'�) I� (s) PH I S PRODUCT EVALUATION DOCUMENT (RE D ) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIOC <br />NFORMAILON FOR A SFTE SPECIFIC PROJECT: �@ WHERE IkL SITE CONETTION. 5 DEVATE FROM THE P E_o <br />6. ALL ALUMINUM SHEET METAL USED Al CL05URES SHAIL HAVE 3105-14 ALLOY <br />(b) CONTRACTOR 'O HE RESPONSIBLE top THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAP­ETY OF <br />7 ALL STEEL SHEET METAL PANELS SHLALt HAIA STRUCTURAL QUAIJIY STEEL_ ASIM A-953 CRAD; 50 M,, GALVANIZED MEL THIS PALCOLICT, BASED ON THIS PEZ PROVIDED HIF/SHE DOES NOT DEVIATE PROW THE CONDITIONS OFTALED ON <br />DESIGNATION W/r,- 5" 5 "' (AFTER ROLLEO� THIS DOCUMENT CD%STRUcTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. <br />_ <br />a ALL SC"S 10 BE STAINLESS STEEL 304 I)R 316 AT','. SERIES Ok CORROSION RCSISIAI,7 COATED CARBON STEEL AS PER ON (,) THIS PRODUCT EVALUATION DOCUMENT *'U BE CONSIDERED INVALID IF MODIFIED. <br />5oola w/ ED kii, YIELD STRENGTH AND 90 0, 'ENSILE STRENGTH & SMALL COUNT W/ FLORIDA BUILDINC CODE SECTION -1111,331 <br />(d) SITE SPECIFIC PROjEM SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT KHtCH WILL <br />I, ELOITS TO BE ASIM A-307 GALVANIZED STEEL. OR AJSI 304 SERIES STAINLESS STEEL, W-H 36 III, MINIMUM YIELD STPENGT4 BECOME THE ENGINEER Of RECORD (EOR) FOR THE PRWECT AND *MO MLL BE RESPONSIBLE CDR THE PROPER <br />USE Or THE PE D. ENGINEER OF RECORD. AnNG AS A DO L EGATECI ENGINEER TO THE PE'I ENGI�EEIt sKAL, <br />10 ANCHORS -�O WALL SMALL BE AS FOLLOWS SUBMIT ,TO -­5 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />(A) 'Q_EXLLTIN__-0VRU �Q,I.WE <br />(A) THIS PED SKAL� BEAR THE (,ATE AND OR1GFNA_ SEA1. AND 51GRATURE OF THE PRGrESS;ONAL ENGINEER OF <br />- 1/4-9 TAPCoN ANCHORS AS MANUFACTURED ELY ITW BUILDEX, INC IMIN fc-3192 ps,) RECORD THAT PREPARED LT <br />t/4' 0 K 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DfWA[T INC tWIN T'­3000 p..� ) �a STORM PANE' MANUFACTURERS LABEL SMAJ-1 BE LOCATED ON A READILY VISENLE �OCAIION A' STORM PANEL IN <br />- I I 4 ,o FANELMA,E FEMALt ID & PANF_MA"E PLUS ANCHORS. As WAwvrACTURE:) ITT 5LCO CONSTRUCT PRODUCTS ACCORDANCi WITH SECTION 1709 9 .1 OF FLORIDA ELLILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY oPEN;NG <br />., <br />(I .3.i5o p .. ) LABEUNG TO COIJPL� WITH SECIRIN 170992 OF THE FLORIDA BUILDING CODE <br />A 1) VINLMJV EMBEDMENT OF TAPCO" ANCHORS INTO POURED CONCREIT SHAu BE 1 314- AND 2- TOP PANELWATE <br />FEMALE IC & PANFLWATE PLUS. <br />A2) MNIMUM EMBEDMENT OF 1/4*0 X 7/5* CALK -IN ANCHORS SMALL BE IS 7/8' ATO CC%CAETE NO EMEEFDAAENT INTO <br />ANY FINISH W'ERA, SHALL BE PERMITTED <br />1/4 � #-20 SS SIDEWALK BOLTS USED SHIq, BE LONG ENIDUGH(SMOULD ANY FINSH "TERIA, EXIST) TO ENGAGE �/.' <br />INIO ANCHORS . ...... WIf <br />/,o 4, <br />:, �: . �!�� .IV+ <br />-�E v <br />&!� N CASE THAI PRECAST S7cNE, ,g,��F " <br />PRECAST CONCRETE PANELS. OR PAVERS BE POUNC ON EXISTING WAL k OR . , <br />FLOOR, ANCHORS SHALL BE LOW, ENOUGH To REACH THE MAIN STRUCTURE BE-INL, SUC. �ANELS ANCHORAGE SELALL 4.--`�CIEN,�`-A4N <br />. . , <br />BE AS MIFNINi D IN A I I AND IN A 2) f . .. 1 <br />IT <br />IF : No. 44167 ` I <br />(B) 1a.Ur_LNQ ,QRCRE7E ,EL��__JEAL = * : . = <br />= . * <br />= . :*i FLORIDA BUILDING CODE (High Velocity <br />- 1/4' 0 TAPCGN ANCHORS AS MANUFACTURED BY IT W BVILDEN. INC. - ­.- -_ . � Hur Ecana Zone)j <br />- I/ ' # X 7/8" CAIK-IN ANCHORS, AS MAAVFAL1UqED BY DEWALT INC (C­ 15or. p ., ) � ;r. I... ­ r I- .. 4z z. P" m'Foa - <br />" - <br />f LAI IV PANELMATE fUMAL.E tO AND PANELMATE PLUS AWHO+ESL AS EJANuFACILIRED BY ELCO CDWSMUCTIGN I 0 I. 1�o&12?,..-,, iiFI 20 GAGE GALVANIZED STEEL STORM PANEL .L: In. <br />�.-. - - <br />. - <br />PRODUCTS (1*­2071 p k ) . - , 4,,,.'.,;;I�, t's, . ", _ -_ <br />I _AL " ' "I"I"' <br />I , GLOBAL PROTECTION PRODUCTS, LLC. <br />, 11 ", - - MI 11LIECOm. 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I NOTE 2 IMLOW) INSTALLATION ERIES 2000 AND 1000 E-Z HANG STORM <br />(SCALE 1/2-1 -) .-' �IIEIAILS EQ8 a <br />1 /2 4'/2 4 W/ OR - (9). 0 -j'I 95CE � 2 MOW) 3- W,,,, 2'/24 10. V/24 110 PE`i,mpr PANE I I CONCRETE OR CONCREIE BLOCK <br />#--I* SIAS , OIL CONCRETE �IKMOREL Su . x * It - - /_08 :. NOTE , .. <br />61ACHr _,_�r - ____ ,_ - SCHEDLILE ON SHEET 25. MW eace SCREW ---- --- - - - ­3 - I- .. I . CONCRETT ..C.m 3' W.. <br />-, - - <br />. 2 59" - OF If, , 1, ISEE SCMEDLIUE ON SHEET 2., - - ,- � <br />159 , � Wel. SEE SECTIONS - SHEET 2. - 5 11 2 I / I* MAI, IkkIkWE`E AWIIsP` .1.1w ---, F-6 ,-r- <br />__ -1 . I --.--- - - - I I � -#.41W -.5 A I I - <br />- - 1 "n-4 - -------------------- �, - - __ ____�__ - fm-. ___11 P"MONEn- -_ <br />- 5M ITOT& WIDTH) - 2 250-7 4 __ IiL , . 17,A) I.-- , _ . " - - H., - - I - - " m. Oki ci, 1"CE, F, � �_ -I �_ AWaI M - - -_ _s. . (_ "HIMIA, I L. <br />- IS '96 EFFECTIVE *I)TH) - . - r­��25C^-i - =1 - ====__� __ - - ­ ­ . . . 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(Cm PANn.) � (6,� PAAiL; - I i ,(LNTERSO� PAWL) 1 F (W;t" PANE61 1 FENnIB,oR 44w�� ; "' : - 11 - . - <br />. <br />2,0DO' O Sp', I - ,_ / , - i . - ; ! i � SEE . I L � , I , , I I I I ` - - - (7) - I I <br />I 11 -=U. ',,. I , DETAIL �j , 1�1� � �,.), I I ! I I SIT NOTE 2, 3, . BELOW SEE NOTE ;. 3. 4 OELOW� SEE WnE 4 : : i i ; � ! , SEE %011 2. 3. 4 BELOW I : . . L ! , I <br />I MOTIE Z 3 4 MOW I L i I .1 . - <br />�- G­ , I , - I . I ! I , T I � I L GE'j � l�, : ", � 1 4 � � -- - I i 11, � 50 � U) <br />I ; � �� I I I i : . .i <br />' <br />I", _..,__(,, " L ,:A) , ' _ I Z�* i � ; ? ­_- , '-- I I <br />_____11 , , I L___ ) - I �0) , . J� � I I ; - --:4 L 1 , - <br />I, I I ; 1 , , � � ,-� - �.! (i� i �1 ,,, - -*--a <br />11., - . A �`= <br />i I I - - � 1 48 IF GRIXTI�� 'III---- - . / � �_ p , 7-- _____�k, I I 1 � 4, 1 III ? , . , � � � � '. I I � L � . I : - - V,. 61 I + i p -1--i <br />, <br />j L ; I . p I L . I I � I I- - I - � � "I I I I <br />I : "I . . . 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I I � � L ,fl '' I : , � 1 � Is � -1 � I I � I I[i : F/ � <br />40 % 'L* r I I , - - I � I : - " <br />. : � , � , , i f : <br />1 1 � I I I ; � . I." , . � ' - ' L ' I � I ! I � . 1 : I � 1 � I 1 � I I I : I - � Is <br />I , , I I I , � , <br />: 1 : I � I L I ; � � 1 1 1 - � . : ! , I , � - � 1 1 � 1 6 � : I 0 <br />I I L ' L � ;I . ! i ,� -_ - i, ��, 1 � I t <br />,�, . I � . _.. i i . I . I I L I � I I : I --l- I i " <br />,�. - . 1­ - - __... - : .t ScHtml j I wt SCHLVVI I - I <br />_.� t__ - - - I - - _ -_ -_ - -- I .� I 1 - - �, g <br />__ - T 1 I I I , i -i I _11--t, ! I -i- I -_ I <br />T 1 , � . _ii ,L' .­�­j - -i <br />� 11L�11_1- _j1_ , =1 t I � - - ­1 <br />iti � � <br />-1 -_ - - I =_1 �7 - L - Sent, 2. -, - SHOT 71 . -7 j � i =,,­ <br />. . I � I _. ­7�. - _. - - 1 __ - .- -----. - . . I �AWLMAIT (Tw) - TOP W� L I ! SEE SOMETIOU, i 0- <br />- � NUT-r4www­ 1 - - - _iu WFrL , '. -, I L <br />I ' -.1­ -] . __!_ � : !I/.,.,.- � ME : 1/0­20�3 ; <br />� FOR W, I <br />.- . - I 9 SIT "'Hu"Al I - . -- <br />PANEL'S END 0P I - SEPMA"I'S i - - SCINIFUT" . <br />, - "a. - - - MR, CONCRETE IOI,C-ORS SCE BELOW - - __ - - Is a- I � 1. GLASS . SICEI at - - W` ` � F-RON IBMCE�, ,� : , I , <br />.1. W;1 WAY BE LOCATED, I - Q) j�o&%Aff,--- !I : � . - UPOW1,04 J, � sVCWAP � <br />III/ HEMMED EDGE I __ . I , AT END OR Ir :Sw 5 " k -1 __ �, <br />(D2 _ ___,,_._ : ; 11 i <br />I I- - - - -SIGPEDIALE DIN SMEEF 25. MR WOCID SCRIAT-, .,, , I/2' I I . :�_r.,_.,, 9 0- <br />L' ­ 1 �50_z. �_ 251u' : I - : ,_,r. . , __* : - --- ,�� - <br />- I . SEL w SEE "C".14 ON SHEET 26 WTEF40R PAWLS ,1.,. OVERLAP I I To GLASS � 1 <br />�' -1 1-o". � I - I I - I 3 III/ aIiI vo(j) @ _15._ : l ;,, � I , : I I/rAo/w g I I <br />I 613 I 1 Im.... IT 02 OR (D I . * LAST PANEL C) 10 BE INSTALLED A' EACH I j : i ,�' N ; - I r - I I t w <br />� ,,-:�. - , - - LAS7, I'ANE 0 TO RE ImSIT OPENING ALWAYS K ,-I I � - I -� R, I I : < <br />I . � � " , to ne I - : REM HANDLE TO FACAAAT =141� i : 1 , I I ! , ­ I i : i I ! <br />I -1 � - TYPICAL ELEYATION FOR I JES 2000 I ­_ - mrz. �E� I TYPICAL ELEYATION FOR S I , ! � - , ; ; � <br />li ��',�_ � , � �, r R HANDLE TO f L91E = IF 1.11�0 10 BE INSTALLED PROW � : <br />I - - '25, I TO BE t, sW I � -4 1 tj ::��: - 1� -, 11 I . -1 <br />-, I I 1 '25, EL , SYSTEM ,F INTENDE TEm INSIDE OF STRI.ITLRE ; I 1 4 1 I I I � v I .-a <br />" " �.__ . I - - - - `iS,OE O� - -_ ! , - i . j§ I I i i I I I H I _. I <br />I /' � ; ; <br />, I 0,250- � -- ___ il 1: SOME 3/32' - I' ! 0 -_ SOME 3/3r - I- _ . 5 1 1 : <br />�, HEMMED - I - .----A - I . I .. - � I I 1. ;� t I <br />,:� - Q_ I ­ . I _'1--_-----�_,, I i � I/." IIIIIJI/.. .. i : � 0 R I : �j jj .1 I 0 <br />, I �' .I 7W" I � � <br />.1 _�/`, - w - ./., - �1_ 114, 1AH GAP - ; . I I I ./ 7�rv., - L (,i", - 1 � 4 , . <br />I � -.1 - , I - I I � . <br />I , , � \ <br />I � 1P I I- - GAP -i I I § ,­ �_ I � � � 1 1 i �� i : -�-, - =3 <br />, <br />, <br />- � -_A - __J7 - I � 0 I . � : _ i -1 it i I W <br />J %_ . I I : I . ; I . �, I , <br />. <br />. - �_/ '-, A \_ / 774*'� / 7 7 \ / �\ / \ / \, _/ 7"'KI � 4 I I I jj I k I <br />-, : I . I <br />ISOMETRIC VIEW DETAIL A � � 2.000- , � . I ` \-/, ��_� \--/- - '_\,-Z-1 1 : § � T j I I . I � - � t I .. '. / , I 11; �1 ! : I I i I . C -0 <br />. -'I' . ��' , - I 4. I -, Z� <br />2 Doc" ' : ' ; (1 " ( , IN-/ C2 4 1 :: - 11 . . * , , I , , �, I I <br />ROUNDED COB OR 0 ENDS OF PANEL'S � 1 ,q 121- ' D, �7�(w (3) III/ on W/o (g). Q) 9 I , I : i : I , , , i _--i 1 i <br />I ' - a ! . I � I ! -,, ,-,� I <br />I ER,MTE: Uac"TON 1 1 , , - I I <br />. 2 (Al .11 I . � I <br />END uPNw/ HEMMED EDGE . . I 'SD : I - ', END 1AW,5I CO3IaPT', : .j ( - i . I ! I I 0 <br />�_ I SECTIQN A- � 1 ; �:� 441- I <br />(N T 5) I I I _; I I __= 125' SECTION 0 - , ! I = I I I L� j '. L _14- 1 L <br />I-- � -25CF I IOU 3/32' - I' NO so" vw - I' - k -.1- I " - I mlsai I ____,a. - �__ __ - I - J, - .,..., / i �, L_ -_ I 1, -, L_ <br />W,QLWCO i L�� : �, 1 _1__1__T iF,;�- . I - 1 <br />___2 000' j I (Typ-) - 5' M.,, - (1) XF2QQb_QE_.U&E5._=: L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - ----I � -, � I I - I. - - I - . ­/� CU o- <br />(rl TRACKS AT TOP & PANEL-11 PLUS OR 15* LONG 1 -7, r : - \ ­�V­ f :�Ii TV.; ILIAC. -_ _'�_, . *_.,.�=.�'. <br />(1) DEFW404 Of SERELS AT -1, -1 �, � I I I I -1 I :i�, /��_ -/,. I , <br />I I ;�, I . V, .. T- nm, .- 15� , AWIWAPA <br />_2= t - 7ING OF PANEL - BOTTOM W1 PANELMATES � ­,15 W.- - <br />,2 1,104 STORM PANEL SYSTEM CONSM , I .� I �, --- aAaRDc, �\i <br />Co, TRACKS IOP & BOTTOM, (2) END PANELS SMAIJ, ALWAYS BE CON� 15 1 -0 ..- / m - /I :1 xr�-_"O�Xl "/._:PI�p- l/..-II/ - <br />"' " DO . I , ::�_ TIVAInamOk E_ <br />J" TRACK 2*x5*(Max ) ALUM, ANGLE IFC _/ <br />I 9 ��KIG SIU WALL By MEANS OF I Iis .plrolw <br />LS SEALL ALWAYS BE CONKICITED TO BOTTOM TRACK OTHERWISE A STOP RAP `Y ' IRACK AT .111, END PANELS � [Par - - . CRT W,MFPuU` . - I mak) <br />-A" ' "" IF `SE`F 7 '3132, 1 - - " - sk WAP � MAXY n) -\-rr,) .-"!Tl <br />(�) " 05 P I E�/4WER (�) (2) JNOSPANE PXUIAII <br />, S BE IONNECTED I. ./ WIJ41­2`6.3/1"Z� ARTE I IRUM) k , 0 a) <br />HALL 91 PROVIDED AT TOP OF SUCH PANELS , " wnm� - - _+ , , - - s' <br />6061-TS Alurn. ALLOY - WING NUT OR 1/4-0-2W "'Mm. THUMBSCREW Mf6'TZ40/1�(EXCLPT AS . - .) I I ! I I WALL AND DIRECT MOUNTING INST, (WE ite"XIM __ �i. J At oa,kx,ws,�I U) <br />- � 125' (.3) .F END PANELS ARE CONNECTED TO qOTTOM 7RACX, CO"EC .ON SHALL CONSIST OF DESCRIBED ON 40TE (3) ELOW) 1�1` . ,A - -I 0II", <br />I/.' -20.3/.' MS W/ 7/8'ft3/32 WING NUT OR 1/4'0.3/k' W, 'L,­IUM85CRF* <br />Cl INFO%PPED BOTTOM TRACK LOCATION Of PASPENEAPS MAY BE AT EITHER of IWO (3) FOR CASES WHEN E-40 PANELS ARE USE JOINTLY W/ 15' L q) SAT WALL MOUNTING INST, - i SECTION 2' <br />EXTERIOR FLA! FLANGES OF END PANEL M BUT END PANELS ARE NOT CONNECTED TO IBOTTOMI TR-$ , TOP BAR I SCALE 3/8.1- FLOOR TO CIEIUNrj MOUNJINQ INST BUILD -OUT MOUNTIPG INST, m <br />(ro TRACK SECTION I I I <br />S'AL . 0 i <br />I � ' BE PROVIDED AT TOP OF SUCH PANELS. - . � I " <br />t i (4) N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK I— A STOP BAR SCALE 3/8-1 . I am" SECTIOtj 3 SECTION 4 <br />! � IS ON Y USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED 10 BOTTOM TRACK (I) FOR INSTLAULATIONIS WHEN END PANELS AND SOME WMROR PANELS ARE EXRECtLi __ v i 1 � _*1 SCALE 3/8-1- SCALE 3/8-1- m <br />1%11y I � I <br />I I I - I I I MOUNTED TO FXSfiNG Sla RAUL X24S F PA1A%L;:TZ. ONE WIER;OR PANEL N­ - ?4 . : -7 - " <br />; 1 _mm__7_ ------:- � M,W.W.414 US NGI SPECS NDICATED ON NOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS 800 <br />, I I : � I MAY BE USED JOINTLY W/ TRACK TPOW I, BOTTOM tWx TO WALL ! ! / I L, _ :� I - , CIMP AT w AS IV ,,%Ill.. 11,11,14.4 <br />I TO BOTTOM TRACK MAI QC�.UR At ANY PANEL LOCATION W/ PAID PANELMATES FOUDWING INC SHOWN ON ELEVATION AND W1 /2- �' ___T_ ��, _., C, To � N <br />; Sri (F - 11;,P�..:,Nz;� <br />i t , Z"�" (5) SEE SECTION 1'. 3 & I ON SHEET 24 SET ANCHOR SC-1DLJL' ON SIEEI 25 1AP EDGE DISTANCE FOR THISTCAS E, <br />I', , . I ; l 055' ('I" ) Z0T,HNEEQ To 0_1 CONNECIED 0 ti = :=L I=.- Y,x/ vz,";�IzLLE, ���' I,--- �!�) .1 - . "" <br />I p ; .111"ANILN", I -ALAPOS TYPE s", Vel" 21 . , - <br />I <br />IF, " �l E, : _!kj;;4�, ,To TE -4� - �­ T � � 'EM _­ �," '*�.--`vNC ftj�--.l�%. uj <br />i -I � kCEN,gI;-,.�� ...... I T JC ,F 1 <br />8 ; � �4 � I /�,­- !� �: "�\ E.O. �tl ADIACEP41 PANELS % E LEF7 & RIGHT SIDE OF TEREQR PANEL) HAVE =T,i s, a C,a *10AREINESTS = <br />0 op - N <br />'. I I �� -j- .. - t <br />. Ii9l � �,�,) I r'. q) <br />I S '14� RLAPS RE7AJNED BY � 4F I* <br />IS ii� ... ... !�i, !! , �11 - <br />I �L L____ I I �� L____ 1 : .44167 ": S .... 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