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— __ , , I ..-.-......ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 2G)_ - __ — F* I 3MAX.. 307 "/17, 5A/11. 38117�40/17, SO/iS, J-. MAX_ I:MN. mw/4. 7AW/19 a RAW/20 wwp 79W/19 a O9NUT20 I' MIN.. --I-- , - - - - - - - -_ 0 I 0 - 0 0 0---,--- -0 6- 1 1 1 1 j_1__________r1'_7 -_ I 1 1 ! f I ! I,j I 11 I � I if 1 &-@ (D i I I 7 . I I PCOULM, S'D", --#L I �(1) I I . 'a I I , 'T-Q� em NEL I I RA, I � I ; if, wt, ; I I . � I I� � - - I -- - - _ __ 1- ___ 1 ---A __ __ ___ , __ _ - _ . : . -1, ---------- -1 I— - ______ 'L* ___ - J ,T_ ------- , - , __ __ - - � I __ , , __ A;71,- - - � j ! " -; - � v� -1 . !-_�-�,� -_ ____ 11 �A * I I -,:,-=�t�- v, - I I I , . PANEL" LENGTH � il -I _- , " VK; NUT w,em" .7 � 1 I : �5,_ 1 1 � (SEE SCHEDULE) i - . - I 11 'T A E� ; I , .r -- - , , r I �`,: ] I I I 11 � 7 , � ! i I I , ' I L4,� f•- I �_ - � � I I - � . i ; --I I - . 11 : - ,; . 11 __ I . I� - -,I I - I � - . I , _1 - ____ I ------ " j, - I - � �j 6. 1 1 1 I - ----- +1 -,-- f -------- : ___ - . ---I-- S�i � , �. , ,14: . . � PAHEL BOTTOM COANERS it -9, � �1_ w I I `Ptwr`,� �II 4911-- � 9 " _ ,- -1 o.1M..@01W_ I I I I I =_ '4�0,vefm,_ "i. ONON.PoLIER.RGA 3�' 1;Ix + =12. AN I?, le, / O� 3 AM. 1% 7AW/ q L*1z/1111,O:If%.11;I11 ISOW/20 1: MIN,: A* Mt;,L I & SAW/20 _____ 9 III — � - I - - � -_ 11 - I ANCHORS (SEE SECTIONS ON SHEETS 17. 18, IS & 20), -- -- - - - - -1 1-1 - - OPTION #2 FOR LIFE �AEETY STORM PANEL(j� ELEYATIQX SCALE 3/16--l- '/'- - iup , F I , I 2 70' "C"m ,1 -,-31 CA @ 0. IMaAP �1 *JOLE UINLEQ 9 I _, 01 LIFE Sqm AKEI lr,w� g .i� ____.;_��z, �_ v*;,� , 1, � " � �m,_ _ I I I ` ` ,/ ,,�, ,�,_, , \,, _ �71 ,:, -- -7-L SCALE 3/16--l- MAXIMUM A.S,D. DESIGN PRES5URE RATING (p.a.f.) AND 000_ '.01OHNN.14 ,�-.Tltlj��, CORRESPONDING MAXIMUM PANEL LEWTH 'I 5CHEDULE - .,. E " ... , - *Na.' I = .44 7 s : i * i *� . * g FLORIDA BUILDING CODE (High Velocity Hu COMO ZOne)j I , � MAXIMUM A.S.D. _ - - T McK. PANEL LENGTIH. MINIMUM SEPARATION 1 PANEL !� . Ttnxv, ?I DESIGN PRESSURE L (ft) X. -'z �'. 20 GAGE GALVANIZED STEEL STORM PANEL , .....0 I .. TO GLASS i CONDITION ..�. DRAM01 RATING (p.s.f.) I {SEE SEC' I I /m" _ �_ — GLOBAL PROTECTION PRODUCTS, LLC. --.M- +55.0, - 72.0 2 3/4- 1 UNBOLTED -_ - /IT L = C 0 �...., , Aw S-W. 51 STREET - I / / - MULM TESn" & r�NEtA=W.10A. I I . de; - - - . - n % , I, Give. D. �111 -, Men - � CAM .I-,., )SOW-IIHS. PAX P-P.I_4717 20-i76 P f, StAI'voxATUREMAR c._.00019 Tt!E _� I 1. -I A. TILUT J,_ PIT ]�*q�,, ,m-*+ !7 1 !! . H, or . I I I I _io2tMLj1,L,L 44161 . i INSTALLATION FOR OPTIQLq #2 FOR LIEE aAFETY STORM PANEL SYSIEM INIQ EXISIING WOOD 5IRUCTURES I __ , W� , I , 1 !,� . qfIhj-fz� O,g,vm d - v0`I101A1E`BDR , /I . ��, ,ilHEADER " ,� I � ,, ,I, . FOU � ,*Do if � � F� VOCTIM001 � 11 I V " I - ofav Zz �` - � 11 — I I..* !A�m a s- DC, o r D.C. I /2. MIN t__Ili L/", , 0 v B-C , I --T,—�,T - -- �/,"T � I I,-v I � - T I I 11 , 2, FIREADED � I I � A, I' TH . , z THREAKID - - 11 PENETRATION AT, wool, 2 � I ill JtF '. Tr. � . I � - EE#1RA OI`4 INAT&W / . HEADER . I PENETRATION AT WOW m " �� . Ir HEADER 1, I I I ��; HEADER . � �; I KAMP � I 6 ti I I I I I ,1� � : I i . I , �. � - I , 2 j I ; 1/4' . �vV1112- 1/2- ,m , _1 2. ,, I 1_ - - I . I . . , - f�� I 1"I 'r ZT, I wip, It ., I w � A � 1 2 ; I : � � i[ . . � I I I , El / "' I , I/ I 11 T r1l , J��,', �- � ! I I � I � 'IT [] r ' 11 11 I i�_ CONT I , "', IT. � , � a 11�_ � T _� - hlytim�_ � . � Gi. I - v =� I EXISTING _. SvTqA_ I : - i I 't* *L1 U., GLASS r � PANEL (m SCOIAXE I Pmr_ LENGTH, I 1 I . Penn ITP *L, .... I � aK � 'a) I I . fs" -am I SELOW) I ; I PAI&I I : (SEE NOTE UTBaCRO i � -,* W., _f � is LTmGT"�GO) IDISM I � s"`NA`KA I I � ISEX NOTE I RELOO) EK"5`1NG -, I i : 1: " 4 : I PANEL LENGTH "Ass " tr.7�4_ �� . i -11 I - _ , =11��_�_ - - - �, , i (m ��F I �� I (Am, czKa,%z - , 4 -* - ' , I 1 ,AJD I.) : 1/, -20.1 - I I ; S-S -/1*-2NI' 1 1 i ,/aW/ - I I.. � � I -0 . 3/32-� 1 1 1 f ! M S _47-7- 1 ,� WING NUT 71VO . 3 32' ! I � !: I_ WING NUT ,, I � j I I I I 4�4'0 TA I .1 I � I ,:/I�N, 0_ I i I � OQ. I I i � � I I , , I I � I I � MIN, THREADED , � - - - ----, I I I i PENETRATION AT � ! I MTOWIDN OF An I . 11 - MT--__ I . I I I - I � I (T11 " "T - I 7nf_ EQ� -_ INIT ! 11 ; , I ' ED I � . _' , I J, �/4." ,.,�sS_ Q.& W;/ " ! CONt. I I! MR, ,tI F_,�_._:ti E� 71 '! 11, i I "2��+� M.S. W/ 11 = 32fAIRKS I � " �� I . j� L, j/B*0 . 3/32, "NO - oC t C NUT 1 7 A ,I 3/32- TAING ALI � � ". .-f- - NUT x � � I WASKtP 0 12 I/E 'WASHER 0 12 1/2' YGNO) i D.C- WASHER (RE _ NUT WASHER (OSIOND) ' */, , - D.C. I I _. TAPCON 0 S' O-C " "SEABED , OCTAPOON 9 O' aC,I��'. TARCON 9 O � k�. __ I jg� :i FRED W/ STUID I FRED W/ SHTD) . 0ENETV 1� Al;Do AT RIDWOr. 1 1 1 � , W(�,v . 'HAICAGEr 1, /I " nl��NBED .1�i' OF PLATE L _1 -] - 11:1 I - �!_ __ , - &Z. AT UJOINIOTH11 I I AT UVOOTH . OF PLATE 4A-&&, WOOD PLATE �. k4�� OF PLATE-,-- - RED 0 __ -,- - R' 4' .ODD PLATE - -- - 'Q�o PLA11F L I � REQUIRED AaMhffMWjjfibMrL WALL MQUN INSTALLATION WALL MQUtUM INSTALLATION WALL MOUNTTKG AWALLOON ALTE &T A SCALE 3/8".i' 9_uvi�"EL 0 RUMLAREPAMN DA jj%RMEL SCALE 3/8'.1" SCAL11/8',Yi" EL SCALE 3/8'," po" "OH01114% '_ . .,j N� TILtIt�X I ENij.",T 1,'$� 7n1WA,UATK)N5 ARE ONLY VALID FOR BUILDINGS WITH A,SB, DESIGN LOWS if,71_� FLORIDA BUILDING CODE (High ViTioccity Hur cone Zone)j UP TO 455,5, -72-0 AND PANEL'S LENGTH UP 10 W-ff' - 1. IL m7rce. INC FP, z- : NO. 4 A -, * z 20 GAGE GALVANIZED STEEL STOW PANEL 2 FOR NEW WOOD FRAME C ION,. WOOD MEMBERS 10 BE SOUTHERN by. — PINE NO, 2. W/ * '... /—,_-_---� M/./2- sip E di��L�-W �-,__� - IL08AL PROTECTION PRODUCTS. LLC. .M, �pl E 1 __ _ S,..:�%�.. 'CL VP`- - / 11LIECO.... \ .11M, %W. 51 �, � � A A - I - �5� &�TVSTIK* * 2�%NITERZO 001AAA -- - ,.I, I. 20-176 , _�,r .ri� � __ . ITHITHIL. nx,I)m-l"t, fW)M-fn7 `-,�,,,,,��%. i�,,� �v /.I-,., 111,41 0 E. WA41"Hxlwm/�m ck-cem I, - . — I - I :E: _t �K� WAL13A , TLUT "I"', I mm,A-1�4j, 1 4 1 DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 ' , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! � �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - , :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. 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FOU � ,*Do if � � F� VOCTIM001 � 11 I V " I - ofav Zz �` - � 11 — I I..* !A�m a s- DC, o r D.C. I /2. MIN t__Ili L/", , 0 v B-C , I --T,—�,T - -- �/,"T � I I,-v I � - T I I 11 , 2, FIREADED � I I � A, I' TH . , z THREAKID - - 11 PENETRATION AT, wool, 2 � I ill JtF '. Tr. � . I � - EE#1RA OI`4 INAT&W / . HEADER . I PENETRATION AT WOW m " �� . Ir HEADER 1, I I I ��; HEADER . � �; I KAMP � I 6 ti I I I I I ,1� � : I i . I , �. � - I , 2 j I ; 1/4' . �vV1112- 1/2- ,m , _1 2. ,, I 1_ - - I . I . . , - f�� I 1"I 'r ZT, I wip, It ., I w � A � 1 2 ; I : � � i[ . . � I I I , El / "' I , I/ I 11 T r1l , J��,', �- � ! I I � I � 'IT [] r ' 11 11 I i�_ CONT I , "', IT. � , � a 11�_ � T _� - hlytim�_ � . � Gi. I - v =� I EXISTING _. SvTqA_ I : - i I 't* *L1 U., GLASS r � PANEL (m SCOIAXE I Pmr_ LENGTH, I 1 I . Penn ITP *L, .... I � aK � 'a) I I . fs" -am I SELOW) I ; I PAI&I I : (SEE NOTE UTBaCRO i � -,* W., _f � is LTmGT"�GO) IDISM I � s"`NA`KA I I � ISEX NOTE I RELOO) EK"5`1NG -, I i : 1: " 4 : I PANEL LENGTH "Ass " tr.7�4_ �� . i -11 I - _ , =11��_�_ - - - �, , i (m ��F I �� I (Am, czKa,%z - , 4 -* - ' , I 1 ,AJD I.) : 1/, -20.1 - I I ; S-S -/1*-2NI' 1 1 i ,/aW/ - I I.. � � I -0 . 3/32-� 1 1 1 f ! M S _47-7- 1 ,� WING NUT 71VO . 3 32' ! I � !: I_ WING NUT ,, I � j I I I I 4�4'0 TA I .1 I � I ,:/I�N, 0_ I i I � OQ. I I i � � I I , , I I � I I � MIN, THREADED , � - - - ----, I I I i PENETRATION AT � ! I MTOWIDN OF An I . 11 - MT--__ I . I I I - I � I (T11 " "T - I 7nf_ EQ� -_ INIT ! 11 ; , I ' ED I � . _' , I J, �/4." ,.,�sS_ Q.& W;/ " ! CONt. I I! MR, ,tI F_,�_._:ti E� 71 '! 11, i I "2��+� M.S. W/ 11 = 32fAIRKS I � " �� I . j� L, j/B*0 . 3/32, "NO - oC t C NUT 1 7 A ,I 3/32- TAING ALI � � ". .-f- - NUT x � � I WASKtP 0 12 I/E 'WASHER 0 12 1/2' YGNO) i D.C- WASHER (RE _ NUT WASHER (OSIOND) ' */, , - D.C. I I _. TAPCON 0 S' O-C " "SEABED , OCTAPOON 9 O' aC,I��'. TARCON 9 O � k�. __ I jg� :i FRED W/ STUID I FRED W/ SHTD) . 0ENETV 1� Al;Do AT RIDWOr. 1 1 1 � , W(�,v . 'HAICAGEr 1, /I " nl��NBED .1�i' OF PLATE L _1 -] - 11:1 I - �!_ __ , - &Z. AT UJOINIOTH11 I I AT UVOOTH . OF PLATE 4A-&&, WOOD PLATE �. k4�� OF PLATE-,-- - RED 0 __ -,- - R' 4' .ODD PLATE - -- - 'Q�o PLA11F L I � REQUIRED AaMhffMWjjfibMrL WALL MQUN INSTALLATION WALL MQUtUM INSTALLATION WALL MOUNTTKG AWALLOON ALTE &T A SCALE 3/8".i' 9_uvi�"EL 0 RUMLAREPAMN DA jj%RMEL SCALE 3/8'.1" SCAL11/8',Yi" EL SCALE 3/8'," po" "OH01114% '_ . .,j N� TILtIt�X I ENij.",T 1,'$� 7n1WA,UATK)N5 ARE ONLY VALID FOR BUILDINGS WITH A,SB, DESIGN LOWS if,71_� FLORIDA BUILDING CODE (High ViTioccity Hur cone Zone)j UP TO 455,5, -72-0 AND PANEL'S LENGTH UP 10 W-ff' - 1. IL m7rce. INC FP, z- : NO. 4 A -, * z 20 GAGE GALVANIZED STEEL STOW PANEL 2 FOR NEW WOOD FRAME C ION,. WOOD MEMBERS 10 BE SOUTHERN by. — PINE NO, 2. W/ * '... /—,_-_---� M/./2- sip E di��L�-W �-,__� - IL08AL PROTECTION PRODUCTS. LLC. .M, �pl E 1 __ _ S,..:�%�.. 'CL VP`- - / 11LIECO.... \ .11M, %W. 51 �, � � A A - I - �5� &�TVSTIK* * 2�%NITERZO 001AAA -- - ,.I, I. 20-176 , _�,r .ri� � __ . ITHITHIL. nx,I)m-l"t, fW)M-fn7 `-,�,,,,,��%. i�,,� �v /.I-,., 111,41 0 E. WA41"Hxlwm/�m ck-cem I, - . — I - I :E: _t �K� WAL13A , TLUT "I"', I mm,A-1�4j, 1 4 1 DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 ' , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! � �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - , :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 ' , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! � �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - , :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H 1 F.Ls , � I I ,, , �! � �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - , :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." 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ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T_ -_ I I'TOOD HEADER ]11 , � - REQUIRED 1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M CLASS -i I ! I 'L' M TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .�� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ��,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.ZO71 p..J) __ - N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- - ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) I ,, 'r L_ - I - - ...... , F-M F"___\ - \ 'A Cn _11-0 I � I/t,.- .L o, - �,I) -_ � �� p , � -1 A � - I �, I . 11— " 11t ; 1 If ill I 0.4"In 11". - L \ — I (D 1 .075, Sao i-"',,N-J�Iz��, - - T "L' " i I I __ -1 i t " I 1 1 1 i 1 --04- , I I 4D (D IIED _� �__ -- L 1 14-11 !I T [ I I . I I I I Wn T" Q � I I W1.1 \ I , - YPI Im I "I - 1 1,�50' - � 1,po- P, 1 1 1 !L!4 1 1 F'j- ! , I i7 !!! i ! I 1 !I 111 T -1 I , . . - 6 -_ $' , r-- �--05 =7N, F�� ,'NAII CfmXA_ 14 ---,- _- , I I 1, ii � I I : I I ; ! I I �j I YOUMED j il I! 11 1 1 i __11 4j -I- � ' -- --it I MR TMUI! LC_ ) I PARE.] � �� I " ' �?tr 2.74 . - T _�_ PAIiQ1 'IF P� � I III/ - I I I I- --- -_ , ,- fI I, / _� - C . 1 2-244' �1 � 2�500, j (D. P-Asal I (TAMAKA, PANEL) C-In ( -1 , , , No Ew I "I \ I , I I I * - - . : o 1 _1.1�3po"� -1.3po- - ! rr�j � , i �L I i Tif - i : - i `� -I - (,I'vw�e - � I F`�-;f: - -- " (D il#: �4-� , �=;�-.- ;= /"-�ZDG - I, .IS. I I ' I i N, � 1111" i, li, 111 ` 'T 1111 I I I R I I!kQ'? 'I . �tkl . ;� T - I -,- - - ] �t ILI t J J�Li_Tt I , TJ I L � " - :' . 1 -, - MAIL � , -- .� . 4 GEUDW I Sff Ron, , ?--i— .--& M, L � I N I I ; - a B-50 GALV. x � -I A 9 . ,i , ; m� i .) ; - 1 2-D c GOT V -- - / GRIEZ \, / I .. . I I fsm: NOTE ;t '. ' OE,G` I ji , , � � .. � Tfa N7 z 3, 4 KLPI -�,.,` .:1 I / , +� I I jj I 1 i 1i 1 1 j _L I I j I , I I .1 f menW. I A I 1% 11 i I ; i ll� I ! ,f - I I 4 ----- ------ `H_ � 1 1 In I -) : I 5, 1 I � I , T�� VIC �_ - I - I I -,: � -,,,, , � I I � 1 ! I J,'R�.' I I � R , ; I I - � � � I --------- ___/ _ �L /;\15*lr -?s - "?", !I\ — i 114 � I I I . 1.L Ll I i !L* i ! � I _� I- �f - - � - i I I -1 1 1 11 1 1-1 r * �iX 4 111�j III, ! i I .. IT , I f I i FA _� _ I - ./ I (1) STORM PANEL ___ w � I rwI '� � ! 1 1 I - I I f[ I I Li 1'' !1 I -1.5k-- , � ; i i 1 ! 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I I I I � , I 1 � I i i W I , I I I 1 6 � R ! ; I I I I I I I ,, ILI 1 I I I , I 1 1, I i, I I � I I I � I ; I I i T I � f I I i I , i I F I I I : 1 444_� ,I �W 1, 111 i I I i AT_ -L-H I i I !j ! ! !" j , , " ! i i I I 0 . ! i I i � i � I � ; v � I I 4T : I —_ - ____C1) el 4 J1 i i.14141,IHi ,; i 111!!Mt� I I L_ REYELUD "U" -4al'tra, I I I Ill k . 1 1 I I 1-1 I I I SbADME � SET .ITF,;.E 1 1 1 _' L _ (�) 17� —. - —.-t-�_i I _________1 I st.t.ow-OuLT - I I � I . 1_1 ) " imm 2A 1 w i� - _ _____,�� ffAKELMA ,I- FOR w.. - I ON M"i ON %1m - NOTE: - ALLOW - - � =CIE 3 -_ I I - POP . � I � ,��, m I I SE'ARATOW � MG�UI�TTQK 1 i 0 , I 1 I � . Iii k ; : Q- , - w - -,r— _� - I Tc SG,ARu,QY I � Pola, S DID Lill - ___- __ - I SEE - To .U.S . GUeS. L ,� = I JA, A--, .. I CA OMF ' INCRUIP , - M'- We.. FOR CONCREIT WOOD u". MAY K gon"Ll i/2- i 1/2. r"w1w) no, I ! OR I - � - I -_ I* . _tC`!0AJt`L r,=; FOR, SCREW, — I- MIT, END � FoP W. �ARAT*K " 9 - . I - 50 - -1 ! 0. SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.. ,- & __ a - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, �, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i -_ I I I � L O-p_%N0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 11111 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC _ I I - " L -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I �� %. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ORO. ft : & , � ------- � S-1 04,., :11 I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; _ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ � `1 ,, ,w .., - — � ... O�NRHI EAP -" _. - FKa A 0 ...... 1- . - CIA1 - - .1-1.1 �` , F � F �_e_ � 1 ��._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I If 111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "--�T - " - - - , I I - __7 '��7-� ?-I fi* X -v AiNiir-p� jj_j _ I-- -_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_, :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--%-f- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H