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<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.}
<br />RATING (D�s 1.)
<br />(SEE SECT -IONS)
<br />TO GLASS
<br />CONDITION
<br />I
<br />+55.0. -72.0
<br />I 8'-8"
<br />2 3/4' I
<br />UNBOLTED
<br />- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A, 20) - --
<br />3' Mo W17. WTI. U/le, 38/17, as/n. 54/la 3' Wx
<br />I' YN1. aMA/1•. 7AW/19 A 8AW/20 WW/le, 79W/i9 IIIWN/i0 I" MIN,
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<br />MAX
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<br />Yw GAW/t9. 7AW/19 a IWW/20 EMRI R 9B17/te. 7eW/n a saw/20 r MIN
<br />- ANCHORS (SEE SECTKWS ON SHEETS 17, iR 19 . 20) - _
<br />OPTION �12 FOR LIFE SAFETY STORM PANEL'' ELEVATION
<br />SCALE 3/,e•.1• ,/: !w w
<br />I
<br />J.VW 1 -
<br />1101,113 .M mJeAP -1 rnA —11i'Unrwrt, ,1 i oa
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<br />SECTION A -A
<br />SCALE J/18•-••
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rsf.) AND A TT�`
<br />alyq•�E, [/j
<br />ORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ,04� .-`�CENSE'-:'9
<br />No. 44167
<br />=_*1 * .*i_
<br />FLORIDA BUILDING CODE (High Velocity Nu Icons Zone
<br />4 �.4`'•. F(OR10`-1`�,r�ar nAZA n,[m. AK:. 20 GAGE GALVANIZED STEEL STORM PANEL �yy n,
<br />alq]' \ GLOBAL PROTECTION PRODUCTS. I.W. RF �,mm
<br />�^"" i IL E C O EMc-
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<br />PE SEAL/S1WTWEJMn -000e719 AeW"IL r
<br />UNIFOR A riff x.. Pt _ _
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />INTO EXISTING
<br />#2 FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />STORM PANEL SYSTEM
<br />1
<br />�-__..--.—•
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<br />DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1; A• 1APCON ANCrgRS •;i' rAPCON ANCHORS t;i rAPCON AN61pR5 l a' fAPCON AI•IC110n5
<br />! 9. OC. O 9' 0.[, 11 0 9' OC. a 9' 0C
<br />POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRET[
<br />OR CONCRETE OR CONCRETE OR CONCRETE
<br />BLOCK REOUIREO {J_.+.' BLOCK REOVIRED , ,. OR CONCRCTF
<br />�.J- BLOCK REOIARED ,J' BLOCK
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<br />C ] e•W 3/3: WING NUT `'`.. • 12 1/2' CC
<br />[ � �w�,LarzR a lz ,/z' D.c �t `AurB wtis cg7(eE-�pho)
<br />I i tAPCpN ANCHORS , a' tAPCON ANCHORS . APCONAWCMCRS
<br />-O a 1/2. 0-C - O a 1/2. O[ O , 1/L1__ J s' tAPCON
<br />(STAGGERED W/ STUD) (STAGGERED W/ STUD) It 4 1
<br />/2' OC
<br />POURED CONCRETE :wRED CONCRETE POURED CONCRETE �' LURED CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE BLACK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REWIRED RFCUAKC REQUIRED REOURED
<br />WALL MOUNTING INSTALLATION WAL MOUNTING INSTALLATION WALL MOUNTING Il1STALIJLTION WALL MOUNTING INSTALLATION
<br />SECTION 3A SECTION 38 5ECTlON l� SECTION 4B
<br />O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL � LIFE SAFETY PANEL
<br />snAr 31e'-+' srxE 3/e'-•- SCALE s/e•-,' scNE 3/e•.1"
<br />Awalal Tin 'J''•
<br />SR SHEET I . 20 FOR AKNDRS TYPL III T,�„
<br />SPACING FfJR MSTAlATONS K0 a1pW FRAME BUILDING;
<br />YRY ANCHOR
<br />SPACINGS AND
<br />1laVMW r• A,IU' QI fIAtK A-1 _ ]
<br />EDGE DISTANCE AWE IrOq,iEp ON THIS
<br />•uw _a@) ___
<br />MY5L1EIXIIEfUF EDLLTG n4NA1EDMAaoywI-)-J
<br />SCHEDULE
<br />_-
<br />RFDUCC ANCHOR SPAC)K BY
<br />YNLMYNG SPACING SHOWN ON 5(]tF3AAE AE9111 EA OW tMB1A'EO gCldl
<br />BI THE rOLLaWIG FAC10R5 ryI THIS A,OPERATION TD BE POSSIBLE, REDUCED ' '/'/ -
<br />SPALYNG OBfNNED USe1G FACTOR SH.LL NOT [ ,/]' -
<br />eF )FSS iWJI YMMW SPwrG MPGTCO
<br />FOR
<br />EAa ANnaW TYpE oN rxs scHCDu(L ]. , O0
<br />a I/7• -
<br />FLORIDA
<br />BUILDING CODE
<br />4 I f,� I I " I t, Z,
<br />11
<br />t.
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INIQ EXISTING WOOD STRUCTURES
<br />I.
<br />1
<br />-- -- t/+'• 'APCON O B' C.C. _-- I A i IAPCON O 8' p.G
<br />7-
<br />I
<br />W , 41h M • 2 BEADED / W / 1/2' MIN/ rhREADen
<br />PENETRATION AT WOOD� I, , PENETRATION AT WOOD
<br />1 I'-' HEADER HEADER
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<br />' EXISTING M MIRY Ia) j
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<br />TO IW,LSS ` 4°' 'l• MA,
<br />�--(YF SCHEDULE - PANEL LENGTH - PANEL LENGTH
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<br />2•AI" W000 PLATE i I/e-• J/JY WING NVI 1•Fa• MOOD PULE 7/8•0 . 3/31' WNG NUT
<br />REQUIRED-1 * I *AS"," Is 6 */" OC RE0IWRED -I WASHER O (BEYOND)
<br />IF'.-10 PANEIWTE FITUS I , Pi. - TO PANELWtF PLUS ,i - -
<br />e 8 1/1' O.C. w%, i/e' �( O E 1/4' O.C. W/1 //e' i '
<br />MIN_
<br />THREADED PENETRATION ! MIN. THREADED PENETRATWN
<br />AT ARDwYDTH OF PLATE-{ - i AT 4,OWIDTH CK PLATE I
<br />���
<br />UNTING IN���ON WALL
<br />��A��W ...^IIY;f[ � IW
<br />O�EG��R PANEL •` P /j"Aw, �L��e1L�B(iATL'�!EL
<br />SCALE 3/B•-1" L>r P.•• tiGENS 11 SCALE 3/8•-1-
<br />.3�:
<br />NOTES- �, f - SCALE �: FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />F 441fi7
<br />_ NO * °]Q�0 n'RO� °'c 20 GAGE GALVANIZED STEEL STORM PANEL �'P �.
<br />INSTµLATK,NS AWL ONE" VALID FOR BUILDING$ wfn+ AS DESIGN 1DA05 = * �-, _
<br />UP 10 ♦15.5. -72.0 Psi AND PANEL'S LENGTH VP TO 8'-A- - *'�' ; - -) aFro/7Pm
<br />7 FOR NEW w000 fAAME CONSTRUCTION W000 uE4BER5 10 BE SOUn,ERN : 4'•, SATE C't -'� EMe. � CABAL PROTECTION PRODUCTS. U.C. Vol,
<br />PINE MD 2. WJ SPECIFIC DENSITY W O SS OR EQUAL �'9O •• q R\O-r �''�. f ,r '� SW 5, $TWEET
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<br />h'rr +TILL 111/IN1�•n ,r•Lt[A A°00IiT1y, PL -
<br />FLORIDA «, _ am a or m
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS
<br />O9' O.C. 09'O.0
<br />POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE BLOCK 011 CONCRETE BLOCK
<br />REOIARED __ ! REODU+ED '
<br />i_.._- - Maa _—_ 4A l
<br />ED• ED-
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<br />/ A-10-• PANEJM?F PLUS W/ I+-,0.1 PANELWIE PLUS w/
<br />/e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER
<br />POURED CONCRETE to RED CONCRETE
<br />oR ooNCRFTF BLOCK OR CONCRETE elaK
<br />RECLAIMED REO.ARCC
<br />WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION
<br />SECTION SA SECTION SB
<br />O REGULAR PANEL O LIFE SAFETY PANEL
<br />SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.,"
<br />i•. /.•.
<br />SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz
<br />SPACING FOR INSTALLATIONS INTO MWO _
<br />MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5
<br />EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ .
<br />SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1
<br />SOHMAE RLDIIG[ AALIgR SPwIIiG r
<br />IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011
<br />BY THE FOLLOWING FACTORS. FOR iNR y. _
<br />OPpG11pN TO BF PpR1eLL REDUCED ' '/7
<br />vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - -
<br />_ll
<br />K LESS iNW YAUMW BPACr4C •IpGiEp
<br />FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m
<br />ES�P•'•vCENSF'• ��
<br />:• No. 44167 •:
<br />'?''. LATE OF _
<br />PE sEAI/sDNAnHc/art
<br />BUILDING CODE (High Velocl}y Hurricane ton
<br />°a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM"
<br />�,
<br />rom
<br />L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn
<br />I .e•D 1. 5, sTRra
<br />ILO . ENOINEEIIINO' CM/wAIY M4E. R ]]31
<br />o .rr m vfrAf aNm• - M•r P.O.F. IW+)iea-T5.5, EAr (sS.)ie-e]v] 20-, 76
<br />.._.,,,,.,.,, UP. -'I- i� --r.� r- . r — A
<br />mwe NR
<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
<br />J
<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
<br />- �,.-,o PANELW c W
<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
<br />@, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY
<br />PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y --
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<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
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<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INIQ EXISTING WOOD STRUCTURES
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<br />e 8 1/1' O.C. w%, i/e' �( O E 1/4' O.C. W/1 //e' i '
<br />MIN_
<br />THREADED PENETRATION ! MIN. THREADED PENETRATWN
<br />AT ARDwYDTH OF PLATE-{ - i AT 4,OWIDTH CK PLATE I
<br />���
<br />UNTING IN���ON WALL
<br />��A��W ...^IIY;f[ � IW
<br />O�EG��R PANEL •` P /j"Aw, �L��e1L�B(iATL'�!EL
<br />SCALE 3/B•-1" L>r P.•• tiGENS 11 SCALE 3/8•-1-
<br />.3�:
<br />NOTES- �, f - SCALE �: FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />F 441fi7
<br />_ NO * °]Q�0 n'RO� °'c 20 GAGE GALVANIZED STEEL STORM PANEL �'P �.
<br />INSTµLATK,NS AWL ONE" VALID FOR BUILDING$ wfn+ AS DESIGN 1DA05 = * �-, _
<br />UP 10 ♦15.5. -72.0 Psi AND PANEL'S LENGTH VP TO 8'-A- - *'�' ; - -) aFro/7Pm
<br />7 FOR NEW w000 fAAME CONSTRUCTION W000 uE4BER5 10 BE SOUn,ERN : 4'•, SATE C't -'� EMe. � CABAL PROTECTION PRODUCTS. U.C. Vol,
<br />PINE MD 2. WJ SPECIFIC DENSITY W O SS OR EQUAL �'9O •• q R\O-r �''�. f ,r '� SW 5, $TWEET
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<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS
<br />O9' O.C. 09'O.0
<br />POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE BLOCK 011 CONCRETE BLOCK
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<br />POURED CONCRETE to RED CONCRETE
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<br />RECLAIMED REO.ARCC
<br />WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION
<br />SECTION SA SECTION SB
<br />O REGULAR PANEL O LIFE SAFETY PANEL
<br />SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.,"
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<br />IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011
<br />BY THE FOLLOWING FACTORS. FOR iNR y. _
<br />OPpG11pN TO BF PpR1eLL REDUCED ' '/7
<br />vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - -
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<br />FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m
<br />ES�P•'•vCENSF'• ��
<br />:• No. 44167 •:
<br />'?''. LATE OF _
<br />PE sEAI/sDNAnHc/art
<br />BUILDING CODE (High Velocl}y Hurricane ton
<br />°a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM"
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<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
<br />J
<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
<br />- �,.-,o PANELW c W
<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
<br />@, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY
<br />PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y --
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<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
<br />91,.1• sr.5 ,(PLq NVURED - 9 (
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<br />- 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � �
<br />- 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L
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<br />_I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/
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<br />1���••.•11j�...�I/�/i�/'wcrwrs/IIII I ''I. I��E+sa�2 W�r,o+vis I I '�-l'J fi � � )���1 Imo' i �"./Ir':,� i j �: I i � I �� �xj
<br />O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71
<br />,A x •L• I : I � � , .D z -1 - T j yT T .---v-'�. Yo� I I �'••--^ IT-Tv---
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<br />O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''�
<br />(...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ:
<br />PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i,
<br />SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\
<br />SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL
<br />w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�)
<br />- _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its
<br />FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M
<br />--itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-.
<br />]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.<
<br />(�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '�
<br />AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /(
<br />• 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I
<br />/ � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; �
<br />4.T. �rO.GO- .I' -`_,
<br />IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED
<br />OWN :.. W
<br />/"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q
<br />REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y
<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
<br />`- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar
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<br />Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O
<br />',lIL-----,i5- SECTIONA-c�°'"�.xAFnAPert1-�
<br />(�=--_I.----».__IsGME s/n• - N2rE3a/s°'-,Rmr„WD1•I'L
<br />NT5)9011EI!�IIII1_L,tI�rIi5o',nEFIYIIIGNDF1:Fa1F. aauRmIL-�2000'-'(Typ.)._5' Ma.-(1L.E-1HANGTCN74PANELSTSlE4 CONSISRNGDiPANEL . a
<br />�- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/
<br />-- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ'
<br />( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys
<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
<br />/i1
<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
<br />'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W
<br />B/E7' // \ cAlru[tt N<POIa I Irl w s.a AN We]> ») /'\ N
<br />6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc
<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
<br />' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/
<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
<br />I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14
<br />*�� e(�rae caewaAW, or atcllas: No. '44167 C
<br />'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_*
<br />'� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q
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<br />• �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP
<br />q _ - i 20 LACE GALVANIZED
<br />P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL
<br />—S D s - :.Q - DAAWY eY
<br />A M M70 07 -
<br />'7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS.
<br />C.olJanAOA/Iw..ranaWo•,nPHANr(e5.)aee-]si5. FAx (s.5.)eBf-en]20-176 '•OA..CQ �111Wwo •xo WVaY�i. o4AE,]ss,. �la�Z6063-TS Num. ALLOY 1 N-.1.R"T-,u.-uml.r'M"` / F rlw � re9rea a [�KOMEume toYPAxY ax. iL aa]I.
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<br />SHEET N0.
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<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1: a' tAPLON ANCHORS 1 ' i TAPCOIi ANCHORS
<br />O9' O.C. 09'O.0
<br />POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE BLOCK 011 CONCRETE BLOCK
<br />REOIARED __ ! REODU+ED '
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<br />/e'• . 3/12' WNC NUT wASHCR Y/8'e , 3/31' WING NUT WASHER
<br />POURED CONCRETE to RED CONCRETE
<br />oR ooNCRFTF BLOCK OR CONCRETE elaK
<br />RECLAIMED REO.ARCC
<br />WALL MOUNTING iNSTA E ATION WALL MOUNTING INSTALLATION
<br />SECTION SA SECTION SB
<br />O REGULAR PANEL O LIFE SAFETY PANEL
<br />SCALE 3/8'.1" grNIwONNry, SGIF 1/A'.,"
<br />i•. /.•.
<br />SEE SHEET ,• . m FOR ANCHORS PE • 1]Ft riiaairz
<br />SPACING FOR INSTALLATIONS INTO MWO _
<br />MNAW $PKIMS AND YMMW WTI1011 "O'O It") ] 5
<br />EDGE peTA1KE !% •mKAifD DN TNS •"Fr sw•IIP�Ycraw O,1 > _ .
<br />SCMDtAi FOR C.D 1ES5 111A4 AIOK'Al[0 CM ICA r.i Orar. er (ti) 3 ] I/1
<br />SOHMAE RLDIIG[ AALIgR SPwIIiG r
<br />IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011
<br />BY THE FOLLOWING FACTORS. FOR iNR y. _
<br />OPpG11pN TO BF PpR1eLL REDUCED ' '/7
<br />vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - -
<br />_ll
<br />K LESS iNW YAUMW BPACr4C •IpGiEp
<br />FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m
<br />ES�P•'•vCENSF'• ��
<br />:• No. 44167 •:
<br />'?''. LATE OF _
<br />PE sEAI/sDNAnHc/art
<br />BUILDING CODE (High Velocl}y Hurricane ton
<br />°a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM"
<br />�,
<br />rom
<br />L E`. \, GLOBAL PROTECTION PRODUCTS, LLC. AlrobAn
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<br />mwe NR
<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
<br />J
<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
<br />- �,.-,o PANELW c W
<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
<br />@, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY
<br />PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y --
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<br />COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v",
<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />- 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � �
<br />- 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L
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<br />STEEL S II I r � - - TAVm H[p Ys 7
<br />� / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I
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<br />2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _
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<br />• 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I
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<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc
<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
<br />' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/
<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
<br />I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14
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<br />'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_*
<br />'� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q
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<br />BY THE FOLLOWING FACTORS. FOR iNR y. _
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<br />ES�P•'•vCENSF'• ��
<br />:• No. 44167 •:
<br />'?''. LATE OF _
<br />PE sEAI/sDNAnHc/art
<br />BUILDING CODE (High Velocl}y Hurricane ton
<br />°a°m -"VDO' WE 20 GAGE GALVANIZED STEEL STORM PANEL DM"
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<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
<br />J
<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
<br />- �,.-,o PANELW c W
<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
<br />@, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY
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<br />COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v",
<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _
<br />' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B
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<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
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<br />-- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ'
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc
<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
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<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
<br />I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14
<br />*�� e(�rae caewaAW, or atcllas: No. '44167 C
<br />'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_*
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<br />IILRi1RYWaG SPACING 4HDYM d+ SGNEDIAE IlcWle. 2.Y pm e� 1•R.'1011
<br />BY THE FOLLOWING FACTORS. FOR iNR y. _
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<br />vAeale OBTAINED L15ra iACDW SrwLL NOT i ,/.• - -
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<br />FOR EACH ANCHOR ,YM ON THIS scrimcnE r ' DD ,m
<br />ES�P•'•vCENSF'• ��
<br />:• No. 44167 •:
<br />'?''. LATE OF _
<br />PE sEAI/sDNAnHc/art
<br />BUILDING CODE (High Velocl}y Hurricane ton
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<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
<br />J
<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
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<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
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<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
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<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc
<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
<br />' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/
<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
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<br />BUILDING CODE (High Velocl}y Hurricane ton
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<br />GENERAL
<br />OPENING
<br />LABELING
<br />NOTES: Y En _ crrou p� cyercu
<br />1 E-1 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VERIFIED FOR COMPLIANCE IN B I. ANNIMUY EMBEDMENT OF TAPCON ANCHORS AND PANEIVAtE FEMALE ID k PANELMATE F'LV5 INTO CONCRETE
<br />ACCORDANCE WITH THE 1010 (7ln EDITION) Of THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/i
<br />DESIGN wkp LOADS SHALL BE DETERMINED AS PER BECKON 18100E THE ABOVE MENTIONED COUL, 8.2) MINIMUM EMBEDMENT Of 1/4'e x 7/B' CXN-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />FOR A WIND SPEED AS R IR THE JURISDICTION EW ED BY WHERE THESE
<br />CSE SHUTTERS WI LL � INSTALLED AN n D 0 EMBEDMENT INTO ANY FINISH WTERtAL SHAM BE PERMITTED.
<br />FOR A OIRECiI(xJAL/(Y FACTOR KO-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.SD.j t/a' 0-20 <5 SIDEWALK BOLTS USED SHALL BE LONG ENpUON($HOULO ANT flN1S1<. MATERIAL EXIST) rC
<br />DESIGN PRESSURE gATINOS INDICATED ON SHEETS 23 A 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION , ULTIMATE DESIGN WIND LOADS DE'ERMNVED PER ASCE I-19
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORGET2 TO 6.3) IN CASE RW7 PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MALL
<br />TO COMPARE THESE W/ 11N(. (AS.p) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26 ANCHORS SHALL BE LONG ENOUGH 'O REACH THE MAIN STRVC?UkF CHINO SUCH PANELS. ANC40RACF
<br />, N D 1,1
<br />IN ORDER TO VERITY THAT COMPONEMS AND ANCHORS ON THIS P'c.D. AS TESTED WCAC NOT OVER STRESSED, A Ux INCREASE
<br />SHALL BE AS YEN9ED INB. I AND IN B.
<br />IN ALLOWABLE STRESS FOR WINO LORD$ WAS BMUSED IN THEIR ANALYSIS fA5?ENFRS SPACING TO WOOD HAS SEEN
<br />DETERMINED IN ACCORDANCE WITH N. 5. 015 ANCHORS
<br />0 1 iC) ORS SHALL BE I NSLALLFD FOtlOw'Ih0 ALL CK THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />1NNVrAf,TVRER.
<br />STORM PANEL'S ApEOUACT Epp IMPACT ANO FATIGUE RE55TANCE 1i45 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING UBORAIOR+', INC. REPORT / 2032. AS PROTOCOLS TAS-201, t T 11 $Hµl BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNON(SS OF THE STRUCTURE WHERE SHUTTERTAS-201 AND TAS-203 15 ib BE ArtACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER S1EAJ.E ONLY BE ATTACHED TO CONCRETE, BtOCh
<br />1 THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE Or THE OPENING h:CE551NG ,1,E OPENING FROM THE OR WOOD FRAME BUIIAINC$
<br />INSIDE wf0 THE USE OF A LADDER OR uR THIS APPiIUTK7N :S VN tO WHEN wSTN lAT'Oh IS IhTEhpFG TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR I$ TO SEAL/CAULK ALL SHUTTER LCMPONEN7 EDGES WHICH REMAIN IN CONTINUOUS
<br />'ROM
<br />THE INSIDE OF STRUCTURE. CONTACT WITH THE WILDING IU PREVENT WINDJRAw INTRUSION UUIN AND SEAL SHUTTER TRACKS µ: ARWNp Evu
<br />S. SERIES tppp ,NSiµ.:AT10N IS APPLICABLE t0 SINGLE AND DOUBLE HUNG SE Wik00W5 WHENvSTALLAl1(AN 5 FvlW OREO :' 3L LENG7/1
<br />RF P_FORMED FROM INSIDE or ,CAR THE STRI1 C" E -
<br />, 3 STORM PANEL INSTALLATION T ION SHALL COMPLY wiM SPECS
<br />L ECS a/TXU7[C W THIS DRAWING FL VS ANY BLRICWG AND ZONING
<br />iN$ PROVIDED B7 THE URI $DICi1pN WHERE PERMIT i5 APPL KC T0.
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<br /><. SERIFS 1000 INSIN.UTION 6 APPLICABLE I SINGLE AND DOUBLEDOUBLIS EHUNG AND HORIZONTA; SL.DE R$ STYLE WINLNJWS WHEN REGUUIO
<br />INSTALLATION 5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL S'ST-J<I"' IS M7Q1F PE}piq
<br />S. Kt NUYINl14 EI(TRL'$ION$ TO BE 6067-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) (P) THIS PRODUCT [yKUAnpN DOCUMENT (PE U) PREPARED BT in,5 •NGwEER <. GENERIC AND ,TOES NOT PfiONpE
<br />INfORWimN FOR A SITE SPECIFIC PROJECT; I.A WHERE THE SITE CONDITIONS pEVUTE FROM THE P.ED
<br />@. µL µUMINU4 SHEET METAL USED At CLOSURES SHµ1. HAVE 3105-H1a ALLOY
<br />(b) CONTRACTOR '0 BE RESPONSIBLE FOR THE 51EC?ION. PURCHASE ANG INSTALLATION INCL'JD'NG LRT. $ARTY OF
<br />>. ALL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAL OpAJJ'Y STEEL, ASTu a e53 C.RA:>'- SG MITI, GALVnFNZEO STEEL THIS PRODUCT BASED ON THIS PE.D PROVIDED .IE/SHE ODES NOT DEVIATE.FROM THE CONDInpl:S OEIALG ON
<br />DESIGNATION W/FY. Sg.S Aai (AFTER ROLLED) THIS
<br />DOCUMENT CONSTRUCTION SAFETY AT SINE ,5 THE CONTRACTOR'S RESPONSIBILITY.
<br />H NC SC" TO STAINLESS BE STEEL !Da DR 718 NSI SERIFS UN CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT 1WLL BE CONSIDERED INVALID If MODIf1E0.
<br />SOOt@ w/ 50 bi TKID STRENGTH AND 90 b: 'ENSILE STRENGTH A SHALL COMFIT W/ FLORIDA PUK.OING CODE SECTION 2411 37.
<br />laj SITE SPECKK: PROJECTS SIUtl BE PREPARED HT F FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9 BOi TS TO 8€ ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES TRACES$ STEEL. W,.H 16 AH MINIMUM TIFLO STRfNC/:, BECOME RK ENGINEER Of RECORD (E.UR) FOR THE Pf2WECi AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.ED. ENGINEER OF gECORD, ACTING A5 A DELEGATE[) ENGINEER TO THE P.E.J. ENGINEER. SHALL
<br />'O ANCHORS TC wµl SHALL BE AS FOLLOWS: SlR1YA TO rH15 CARER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) iD_ujzPlC.__PDIIBEC_::'ACRETE
<br />(ej THIS P ED. SHALL BEAR THE DATE AND ORIGINAL SERE AND 9ONAfufif Of THE PROFESSIONAL ENGINEER 0f
<br />- l f a•e TAPCpN ANCHORS AS MANUFACTURED B7 IT W. BVILDEX. INC (MIN. 1'A.3191 psi) RECORD THAT PREPARED :T
<br />- - �1/a" • x 7f8' CAtx-IN ANCHORS, AS MANUFACTURED BY DEWNi INC (MIN ,'c<300C p.,_� I `fi
<br />laTORV PMi[L MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt51BL f. LOCATIONTAkC ON A? STORM PL .N
<br />10 PANELYATE FEMALE ID d PANE;3MTE P(aJc ANCHORS AS YANCKACTUREJ BY ELCD r..ONTRl1C itGN PRDGtx,TS ACCORDANCE WITH BECKON 17099.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVCm'
<br />DA i 1WITH LABELING TO COMPLY WITH SECTION ! 7p9 9.1 OF THE FLORIDA Bt11LDIN(; CODE
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4' AND 1' FOP PANELYAIE
<br />FEMALE ID h PANELWTE FILL LS
<br />A7) MINIMUM EMBEDMEM OF 1/4'0 [ 7/8' GLK-IN ANCHORS `iF1A'_l. BE IS I/B" INTO CONCRETE NO EMBEDMENT w(0
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1
<br />/4' 0-20 SS $x)EW'AU( BOLTS USED SHNI BE GONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO CNGM,E 3/a'
<br />w70 ANCHORS. ...
<br />FAF T� NHNAr
<br />A.3) :N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR 'PAVERS BE FOUNC ON `HE ExITING Wµ1 OR � ••'•' ��/j ''i
<br />ROOK, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE-INC' SUCH PANELS ANCHORAGE SHALL � �:•�•�,\CENSF•;�9'`;�
<br />BE AS MENPNED IN Alj AND IN A2).
<br />(B) TD Q(r„TII;a.t0Ns,RETE Bs--_e:l: 5 No. 44167
<br />- t fa' • TAPCON ANCHORS AS MANUFACTURED BY 17 W BUILOf X. INC • * i FLORIDA BUILDING CODE (High Y•IOGI}y NUREc One Iona)
<br />- t/a" ► X :/B• CALK -IN ANCHORS, AS MANUFACTURED BY DE,YALT INC (1'm.1500 D s : j - HO1C na. III
<br />- �,.-,o PANELW c W
<br />FELE Ip AND PANRWTF PLUS ANcHQas. AS uANLKAc7uREn BY ELLD CONSTRUCTION� F(iaP .•'n
<br />@, I 20 GAGE GALVANIZED STEEL STORM PANEL �BY
<br />PRODUCTS (r'm-1071 P -s.i) v:. 'T �, y -:-r�2 N-��� 'Y --
<br />N'' ALII 11W[[,r •' (GLOBAL PROTECTION PRODUCTS, LLC. 01n•/m'o
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<br />COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v",
<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
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<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
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<br />q _ - i 20 LACE GALVANIZED
<br />P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL
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<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />- 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L
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<br />2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _
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<br />REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y
<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
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<br />�- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/
<br />-- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ'
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<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
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<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
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<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
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<br />'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_*
<br />'� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q
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<br />COMPONENTS FOR SERIES 2000 dl: 1000 E—Z HANG STORM PANELS ,'/24 v",
<br />(�[Now 2eE:OA)INSTAL!,TION DETAILS FOR SERIES 20lio 0o AND 10Do E—Z HANG STORM
<br />(scaLE'/z.t-'r•/2e►za A '/ OR w/o ©- O IT[E IK),E : IlEVAO ,- E,,, 2'/24 ,'/zA (► � (sl AT : - � IRE Kon a enD.9 PANEL ! INTO POURED CONCRETE OR CONCRETE BLOCK
<br />91,.1• sr.5 ,(PLq NVURED - 9 (
<br />e EJtH 'NO FOR cOlW.i1C1F ANG,gnS. ]R ' 1. 4M;_ i 1T ANCHORS (TKI s' Yc> JAA J - 561RDIILE DN $ART R FDe A'D00 SCRF11•- -_,•_
<br />- 2581' -. _ � d'� I-Ym. SEE SECTIONS ON y+E[T Ze Wa (PFjS1� AT ESEE SCHEDULE DK P2ET 751 -1• Yn. � �
<br />- 15.196' (TOTµ MOTH) _ - 2.250'-- --2 591"— �. '' WL - _��,__,L
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<br />•/ f `.M' 2fi57' f , , I - -- 60 1' I __ - IamJ/a• 1 r � I Arm, "IM
<br />.. EWE I -: to x _ GALVANIZED - •L• - - `^
<br />STEEL S II I r � - - TAVm H[p Ys 7
<br />� / 1.2 IfJm PANEL) �� Ia1RWOR PAN[i art[Aga P.NR' MOTOR �PANEi 1 I
<br />j- • R I 1 1 , ( ) � ENO PAN MERIOR P P P \ I I '/�
<br />2 0W S _ ♦-653 i Ew PAN(L ( EL) ( A4EL)t' (MREIKOR A141) MLNOp AMR YCNO PANEL) • rPe .n e _
<br />' HEYWfO GRADE 50 Y/IIYW ` !/ DETAIL A_T II I SR a �LDr '' SEE NO1E I, 3.. BELOW ''SEE NOTE . i I I SEE NOTE 2. 3, [BELOW � wo�i i -" L ' I � / B
<br />_I EDGE �F c-60 G1Lv � '( ._�� — I I ''i 1 I I I�. I ( I (, �) i _---�.[w^p noP.t i PnNa A `, � i ,•1 � \/
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<br />O1 STORM PANEL - 2 +Io' - I I I 1 Ws'. EA f7Y[Rs.• I . ' f I -�• 1 -'\ R , _L 1 I 1 L' I --�, 71
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<br />O REVERSED rhr TRACK O RE�(EI�L_w�1� TRtli ���Ji1:_i IT11ILr11_l,,i:i iiL��I T � i ,I ily`I� �1�1�I I •-_ I � ' 1' ' ' 11. I i11O11vLEDrWOYuIfi$1sesuKwL:fis1_I_���I''�
<br />(...]—~•_,_-.._.1_�--.-.-- __._ - L� PANELYniE (T I_D4 4![, » i ( � 1 DN • P5 i I - � �'- a i Yt SFNEAKS I ,/Fv-JWJ:
<br />PANEL'S END IW -a--• - 7• - 2 _ ___._1j•. —•_�`_ --- -\-� SFF'NA,ON JJJ , Y03i,
<br />SCA[r w � sEPaY1ON �' E L ]E[ SOQPJL] I �\
<br />SEE NOTE a Ixr.011 -- sAr Non a - - � � �-� >c) I roA I4:. � I- I �+'P-zoa/: ON scn 7] � I I Y LrL
<br />w/ HEMMED [Dri_ I ,• MITI .�.—.. A 0 I1R T ,fE' 1 1/]' �• ) „�,°p � � I / r ai ' YREr y _A I c uass I I /1 D,EAT O1aN [/�)
<br />- _. 25D- T Yin i /' -[W/.• TOR w 1 ,, rhNL Mrt e � I L i/.'F.,l/a] 1 I - � ]Ob WI 1. SETWo N its
<br />FOR CpKRE/I AupK)Rs' SR IOW µ1EANAn OUtXM I PAR I l I TO CUSS 1j ON 9RT x5 .K M
<br />--itMFDuIE ON iHEEt 75: FpR w(100 SCREW: i Elm PANES I I DA W ILPMATIOn-.
<br />]50• - Moa 5E[ SECTIONS ON SIIfP I! YPA NAY B£ La:ARO 1 I I ] ] !] I ) a'•J'] � I Tp fAI55. 1 (,, �.<
<br />(�� EFJN1 Il I I."- ]LRCM w/ 1 1 + /.•f [O.,/: W" I-IOA YH YPN4DOri I /en]/Y' '�
<br />AKA»• , I 254 I BFAfW1 n a '�I OR ©r/ OA A/Q'u6 70 IMEiWW PANELS ,5. Yff -'I i , ,. -�L1Rr PhAV➢ i it I /ilW1Y OV[I81➢Y' 'LL-- ` / 1 I� � C� I � /(
<br />• 1A5/ PANEL 10 FIE MSTAL/11 LED AT EACH I ,r j Ei I d I 1 I
<br />/ � / � 1 , i 1 / • 1 `yip 1 i' /' 1 ; �
<br />4.T. �rO.GO- .I' -`_,
<br />IS '-I .. • tA5' PANEL O TO BE MSiALLFD AT EACH OPENING YV4Lo KWAY$ BE PROVIDED
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<br />/"�� < OPEN vc vIN_ KWAYS t[ PRVApEO W/ REAR IVNOLE TO FACILITATE FFsrµLAn i I � I I (`' '� � F Q
<br />REAR HANDLE i0 FACILITATE aNSTAWitEAI K MIENOED TO BE MTµJ.Ep FROM ' . ' Gx !'-_A�_ 1 �_ a I � I I ,--` R y
<br />� ,'.I .-�/�/ V15' 125' ,r NIENOEp TO BE MStµiED FRDY 7 E
<br />`- o2w h - - E-2 HANG STORM PANEL ( SYSTEM { INs'DE OF sTWucruar E-Z HANG STORM PANEL _ SYSTEM M50E a STRUCTURE ! � "� I 4 g� I � i 1 �- I • �_ 3 mar
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<br />Ir133wISOMETRICVIEWDETAIL1DDoIY�Izoa,•��I�4r.r...t�'t'1��I(1ROUNDED CORNER O ENDS OF PANEL'S in125',,,_`2.ro'�TIII..i\�/1I'CNOLIPwfHEMMED EDGE750'i;,�tA1Q3r/ar/o©.©l� .. �SECTIONB-)E�°`-i�icaA�•[ �.-/pIITPi,�1!I/��i�I!�O
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<br />�- �onl TRACKS A7 TDP a PANELMAIE PLUS OR 13• LONG 1 1 !�'�,�.+y,,PNAN+ert 1 I \ L�'••-Lw]/a• "s m.unr �I:�:xao..]]�/
<br />-- I 2 AT BARON W/ PANELWTES. , ,•~ap.f/.' A.i AWI ao[WLL ' I •AIrIKc - / >/•'na/sr Arc b.DPr 1 s r/,/IrwyaJ'
<br />( ) DLfR@TIQtL.DF SEBIE;1_Y(�10. E - HANG STORY PANEL SYSTEM CONSISTING Ur PANEL 4 »] _l-` �- wn OA ,/.Y-as]/.• IWRFA[p 'n.tS 1' Ys
<br />O ',!-_IBE�1S 5 PAtiEL w�tGER O Cont TRACK$ TOp R @OTtOY. (2; ENO PANCL$ $Hµl µMAYS BE CONNECTED TO Ekl,�nNG SILL wµl BY YFAN$ Of � r"nil a r„/ kfb"�Li/.• [0 [0 I ` �`m m �I>a � � li`•~1°°iA.Y:
<br />O �IpEy_ s 21'Xsw(MOX,) ALUM. ANGLE (2i ND PANELS $/LNl µMAYS RE CONNELT[C t0 EX:ROM TRACK OTHERWISE A STOP BAR PAI�IJAATES OR, 5 USED JQMLY W/ IS' LONG (2) TgACN AT gpTTpY, ENO PANELS � ^•AOeoDr la[ � J % � WNown N,o.p,W� '�/•'.- .4i TNIA,essc,b iWr
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<br />1 1/{ WIDE $� SHALL BE PRQy10ED AT TOP OF SUCH PANEL$ SIWa BE CONNECT[p TO (1) W/ I/4"0-10.3/+1'i15, w 7/ 3 12" (("PA'•'P[°x C2,1
<br />'r'[' �•) 1 � W (.Art ypWgRE ` WyA Nn/['d/]7• ,q9[' °['qrl W
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<br />6061-T6 Num. ALLOY wNG NVI OR 1/4'°-10AS Mln. THUMBSCREW INTO tAP6ED �2 (ExCEat AS a slllxf ») 'jj � rt d� rUeu.TE — • �.p_ W (,y„p(po,q ��� • I7• oc
<br />- •- 125' (z) IF END PANELS ARE CONNECTED i0 80R04 TRACK. CONNEC'-ION $NAL.. CONSIT OF DESCRIBED ON NOTE (3) LOW). � WALL AND DIRECT MOUNTING INST, aHm aI � �
<br />I SECTION 2' E.A � /'!!
<br />t/a •-zp,3/i us wJ I/e`h3/32' WIND 4w OR +h•e.3/i MITI -HUMBSCREr (s) FOR CASES wrw END PANELS ARE USE JOINTLY w/ 1s' Lekc � AT WALL MOUNTING IrNST. FLOOR TO CEILING MOUNTING INST BUII•D-OUT MOUNTING INST. `V
<br />w10 TAPPEp BQROY TRACK LDCAimN O< rA57ENER5 WY BE AT EITHER OF ,Wp
<br />CztERgR FUi FLANGES D< ENO PA4CL $OTTOY RUi ENO PANELS MC NOT CONNECTED TO BOTTOM TRACK 2 STOP 6AR SECTION i ! O ' SCALE s/B-I'
<br />V SHAtI Bf PRONGED AT TOP OF SUCH PANELS . �`
<br />1 I (.) M CASE THAT EN0 PANELS ARE NOT CONNECTED TO BOTTOM TRACK (e A STOP BAR (a) FOR INStKUllgaS WHEN ENO PANELS MO SOME INTERIOR PANELS ARE DIRECTLY SCALE ]/B-•' B j SECTION 3' SECTION 4
<br />:5 ONLY USCD AT TAP) AT LEAST TWO PANELS SHALL BE CONNECTED TO 30ROM TRA('N (([E,Ofa/.` �� OOILL SG1t 1/e=,' SCALE 1/e-T•
<br />I. �-'---1 µMIN, LfiwG SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION Or PANELS 40LJNTFO TO EXITING SILL WNL B�.,MEANS OF PAkE[MATES, ONE MEA:pR PANEL --M- /.--iL s. 1aQ I � s[E SPFr nGma AEP/mrpts Fa
<br />I ' I i NI Tp FIOROM TRACK WY OCCUR Ai ANY PANEL LOCATION W7 Bn` USED NOTARY W/ ?RACK (2J AT BOTTOM ATTACHING BOTTOM TRACK TO MALL I' uY V W1 �AAT tIAP A9 A5 a a111111111F1//[FFrI
<br />;' A A. T[ WJ TWO PANELAUTEs FaLLewNe NG SHOWN WN ELEVATION AND W/ 3 1/1' c I ;� (�)mPCPKc�t/SI 1D ,R1Pcs+(g7)L oN . a
<br />' I �''. tE ••.�/j (S) SEE SECTION t', 3' 8 . ON SHEET 2+ SET ANCHOR SCHEDLLi ON $H'cET 25 Yin. EDGE DISTANCE FOR THIS CA� INTERIOR PANEL USED JOID(RY W/ (2) OpES i �/ _J}- p) f x 19"•'°. • ( a ® AT 9L:+oY. bsA oN ,om w iBOA q\�ySEP A:•TI(�/
<br />'I n >SO _ ,-055' (Typ.) �''•"'•� 111111/11/H NOT NEED TO BE CONNECTED TO 2 BY ANT MEANS TRACK 2 SHALL AE INSTAIiFD II �- < � R16 06TAWTMr >TK P, PIHr 73
<br />: { �:'' VCEN 9 a1WA TI( 14rr SUCH THAr ADJACEM PANELS (�Q E LEFT a RIG11i SIDE OF I TERIOa PANEL) HAVE ! E f4a � �•� �,�CEN,pF 19 � W
<br />j - � �' - [/j��y,, 1HE1R OVERLAPS RETAMEO Ery V �'+'— C
<br />I •• N0. 44167 4421r. Q,'•"" ,•,✓ yi iI 8� � , �N',14
<br />*�� e(�rae caewaAW, or atcllas: No. '44167 C
<br />'L- I FLORIDA BUILDING CODE (High Velocity NUT icons Zone) ..`yti; v\GENE rF_*
<br />'� � FLORIDA BUILDING CODE (High Velocity Nurriconr Zone) L�,_ Q ?` FLORIDA BUILDING CODE (High Vol oci HurriDan. Zone Q
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<br />• �i ; ATE Of i 20 GAGE GALVANIZED STEEL STORM PANEL r' No. 4 = 20 GAGE GALVANIZED STEEL STORM PANEL r" _ "15'"++AtID"' ` v'• STATE i7°7° rXrzm. "` I rP
<br />q _ - i 20 LACE GALVANIZED
<br />P-'• � .? . aR.,i, eT. DRAW, In. I OF STEEL STORM PANEL
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<br />A M M70 07 -
<br />'7 3wx3"(MCx.) ALUM. ANGLE � STOP BAR 'i'FSS/ NAl'ENY �L F. �"+ O INc � GLGBAL PROTECT) ON PRODUCTS. LL.C. Jw-JE � q. STAx[E9[:GLOBALPROTECTIONPRODUCTS.LLG./'/'°suLE�rI��LS/1'LONG uumulTAAIr•asrllwacN�coW.yN,•nrE n_a]a,. L�LEC�aalryLEw1s�1.:.%F•>_s.o-a.....As.31s,4uT�;��LECO1E9e,GLOBALPROTECTIONPRODUCTS.
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