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I I-1 -A __L 1 IL_ L_ I I I - I - _L
<br />MACHIONS (SEE SWTICINS ON SHEETS 17, IS. 19 A,
<br />r WAR. 307, 44/17. W^ .0-1 31 WINX
<br />/;!%.7
<br />.651AIL
<br />I* mew, WAtll% 7AR/19 Ar &%W/2D s a WNIMD
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<br />PANEL LENGTH
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<br />oft .41111`17. MAL r M
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<br />:I, MON.
<br />(SEE SECT06 ON SHEETS 17, 16. 19 &
<br />OP71ON j#2 FOR UFE SAFETY SMRM PANIEL(I ELEVATION
<br />SCALE 3/10--t-
<br />IV
<br />ikol".1 pi mem ". u.4 I � 01mr-ni Am 1 Ck lei i:m I I 'I'll
<br />MAXIMUM A.S.D.
<br />McIc. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.s.f.)
<br />L (ft
<br />(SEE SECTIONS)
<br />TO GLASS
<br />1
<br />COND"
<br />1
<br />+55.0. -72.0
<br />a. -a.
<br />1 2 3/4'
<br />1 UNBOLTED
<br />INSTALLATION QUAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING P URED CONCRETE OR QQNCRETIE BLOCK STRUCTURES
<br />-1/4* TRAM ANCHORS 1 4 TAPICON ANCHORS IL4- umm mom t 4; TAPOW MCHM
<br />6-r D.C. OLD,
<br />7WRO CMIM
<br />tRM
<br />.1011AM
<br />BUM REQUIRED ',A DAM wamm A stock VA&AM I
<br />1/4 F-c- I SLOW OMQUOM
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<br />WALL WMAW off&"=
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<br />SCALE Syr -I"
<br />If
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<br />of wow
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<br />TAPICON ANOMORS
<br />4 1/2. D.C.
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<br />ODUM CONCRETE
<br />ON CONCRETE OLOCK
<br />REOLOW
<br />WAU MWIM INULL&M
<br />IL UM�I_
<br />SCALE 3/0--1-
<br />M[t ofm Is & 20 MR NOMURA Tot 0
<br />MD=M
<br />VACWS IN PSV"ATIM INTO WOOD
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<br />3
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<br />an CONCRETE BLOCK
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<br />WALL HQJWNG WAUAM WALL MOUNIM !JAI I ALWIM
<br />fff�
<br />0 K M PANEL 0 Amawyl-
<br />SCALE 3/4'-1" SCALE 3/8'-1"
<br />INSTALLATION QUAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCREIE BLOCK STRUCTURES
<br />I -VWACO. A.C.O., UPC" ARICHORS
<br />t. O.C*
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<br />'a . 3 12' Wm NUT *ISMM V711 VA MCA
<br />at g;U)3/32WNC
<br />L
<br />REQUIRED WOUNU
<br />WALL MUff" IFTAUAM WAILL. MQUMM I LAM
<br />8 K PANIEL 0 U F1 UWNPAUN
<br />SCALE 3/1r-I_ Swx 31or-l"
<br />SIM MACY Is It 30 MFOR ANCHM TOT A
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<br />Of LM THAN W"U "WOFACCMW 1090M 13"M
<br />FOR PAN ANCHOR TIRE 0. THIS SCHREAUT
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<br />INSTALLATION DETAILS EQR QPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM 9MIM mum-InMil
<br />INTO EXISTING WOOD STRUCTURES )OD STRUCTURES I E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT ICIMIAMITION DOCUMENT (P.E.D.) HAS KEN VERIFIED FOR COMPLAWA IN at) MINIMUM OMBEDMIENT OF TARN ANCHORS 00 PINE11ATE FENALE 1) & PANCLUM PLUS WTO CONCRIM
<br />I 1�1 \ 1 �%11 ! 'ITTV ACCORICANa TOWN THE 2020 (?W EDITION) OF THE "M BUILDING CODE R=x SIALL 13E 1 114-
<br />T � 1 - �� , T
<br />L IF 71 DESIGN WIND LZADS SMALL K DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED OCKIL 11.2) WMW UMEMMM OF 1/410 X 7/e CALK-01 SMALL ME 15 7/0' WM CONCRETE -
<br />FOR A WIND SPEED AS REQUIRED By THE JURISDICTION WHERE T14EM SHUTTERS WELL K INSTALLED AM NO EMBEDMENT NEW AMY FINISH MATERIAL SHNUANC` TIES
<br />>< PERMITTED.
<br />oc"o.
<br />FOR A DOUTIONAUTY FACTOR 0-035. USING ASCE 7-10 AND SMALL NOT EXCEED YHE MAXIMUM (ALSJD,) 1/*, 0-20 SS S13MX GOILTS USED SMALL K LONG ENDUCAKSHOULD ANY FINISH MATERIAL Mn TO
<br />DESIGN PRIESSIM R47M INCODAIM ON SHEETS 25 k 26,
<br />ENGAGE 3/4" INTO ANCHORS.
<br />1/4-0 TAPCW 0 r Impook St r OLD, torot. IN ORDER TO VERIFY THE AWA CONDITION, ULTIMATE DEM WIND UDADS DETERMINED PER ABU 7-AG C=
<br />j�JMMAI 1*r III TNWADED
<br />/j�n THREADIOD N"
<br />P" wm A=M AT "WOMPACRE SMALL K FIRST RUW= M A.&D. DES" "C LOADS BY MULTIPLYINIC INN BY 0.6 IN DPW TO 10) IN CASE THAT PRMAST STOIC Olt PRECAST CONCRETE PANELS K FOUND ON THE EXISTM WALL,
<br />HEADER HEADER AT VIOCID HEADIER HEADER TO Cc~ THESE W/ It". &".D) DESIGN PM ANCHORS SMALI. BE LOW ENOUGH TO REAM THE MAIN STRUCTURE WAND SUCH PANELS. ANICHORAGE
<br />HEADER WAM
<br />MOLL BE AS MENTIONED IN @.I) AND IN 0.2). LA_
<br />t( IN ORDIER TO VICINITY 1*7 COMPONENTS AND ANCHORIS ON THIS P.E.D. AS TESTEID IMM NOT OVER STRESSED. A 3311 INCREASE
<br />0-
<br />I'm IN ALLOWABLE STRESS MR WIND I DADS WAS NZ USED IN TWO ANALTIRS. FASTENERS SPACING TO WOOD HAS KIEN
<br />Pv I/v TIr Ile C=
<br />-r ---- M.. OETUN64M IN ACOOROANCE mm W.D.S_ "is- (C) ANCHORS SHALL, BE PWALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPEOFICA1110AIS OF TOE ANCHOR'S c"I
<br />NIEL- 1 2. W~ACnJRM. C= to
<br />t C-4
<br />BOOK) HE_Q" STORM PAHEI:S ADEQUACY FOR IMPACT AND FATCUE REMANCE HAS BEEN VERIFIED IN ACCORDANCE ON SECTION 1425 OF'
<br />MV, t REDURO III THE ABOVE MENTIONED CODE AS PER FENESTRATION TESrMC LABCARATOW. OMC, REPORT IT 2032, AS PROTOOOLS TAS-201. 11 IT 24ALL BE THE RESPONSIBILITY OF THE CONTRA" To VEANY THE SOU OF THE STRUCTURE WHERE SHUTTER
<br />i ! a NICENESS 3:
<br />TAS-202 AND TAS-203. INUTTER SMALL ONLY K XITACHM TO CONCRM EILDCX
<br />j
<br />It THIS HAS TO ON TOE OUISIDE ACCESS THE OPENINQ FROM THE
<br />INSEDC W/O THE I OF A LADDER OR LIFT, APPLACATION 3 VALID WHEN INSTALLATION! 3 MOM M K PERFORMED 12. THE AgrALLATION CONTRWM IS TO SEALICAUIX ALL SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTNICKLIS
<br />CD FROM! THE INSIDE OF STRUMIM. CONTACT WITH TK BUILDING TO PREVENT WMIPAN WTRUSIION. CAULK AND SEAL SHUM TRACKS ALL AROLOID, FULL
<br />Its, su%VM= m
<br />w. &VON*" LENGTH.
<br />Is CLARK I In owss 3. SERIES 1OW INSTALLATION 5 APPLrALE TO SINGLE AM DOUBLE HUNG SMILE WINDOWS WHEN INSTALLATION 5 REMAINED to K
<br />v w.. CLAN cm oI To AMR;
<br />LEMM an SCHEMU SIMIDULK PERFORMED FROM THE INSM OF STRUCTURE ct; cp
<br />w INEZ' to PANEL LDWHI mmosum 13. MOM PANEL INSTALLATION SMALL COMPLY NTH SPECS MWATED IN THIS NABBAI; PLUS Me BILLOW AND ZDAW4 w
<br />ON ow is) =
<br />(SEE NMI I Ban" PANEL LENGTH ou NOTE, I ODA" REGULATIONS PROVIDED BY THE A)REDCTMN WHEAE PERMIT IS APPLIED TO
<br />M. samomm PANEL LENGTH 4. SERICS Z= OWALLA704 APPLICABLE 70 SINGLE AND DOUBLE MUNr AND HORIZONTAL MOM STYLE WINCIONIS *NEW m
<br />SEE NOTE I onso am 'L� M., M.. S
<br />Is am (SEE NOTE I MELM 10 SLAM OWALLATION IS NEQUIRED BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />ME 904ma -"a gods" i -CM son= PANEL Loom PANEL LENGTH I'D 14. Xf=* WINDOWS AND DOM, INC. E - 2 HAING STORM PAN& SrSTEN- IS POW TIESOM
<br />ON ow NO 1/410-2qil i w NOTE I KLOW) (SEE NOTE I SOLD11) a
<br />t to ow Ile S. OR MEET NO 1/4*0-20m' 5 ALL A11MINUM EXTRUSIONS TO BE 5063-TS A.UDY AND (UNLESS OTHEIRINISIC NOTM 15- (a) THIS PROD= rAWAT*x DOCUMENT (P ED.) PREPARED Or THIS Emovics a GENERIC AND Om Nu PROVIDE c E
<br />3 &S, MA& WT FOR A SITE SPECIFIC PRCUECT� i� WHERE THE SITE COMMONS DEVIATE FROM THE P-E.D. Cc 0
<br />313r
<br />a:t1iff 6. ALL ALUMINUM SHEET METAL USED At CLOSURES MIMU PAVE 3105-HI4 ALUW�
<br />=V1 _7 MIT
<br />ALL STEEL SHEET METAL PANELS SMALL A" SMICTURAL QUALIW STEEI. AM 44-03 GRACE 50 him, GALVANIZED STEEL Twits PRODUCT BASED ON THIS PEct, poovm wimt om mot Dmn rmm THE CONDITIONS DETAILED ON
<br />OcsomYtow W/Fy. MELS mm WYER ROLLED). THIS OOCLMW CONSTRUCTION SAFETY At SITE IS TW CONTRACTICTOS RESPONSBUtY.
<br />AT IL ALL SrREWS TO BE STAINLESS STEEL 304 OR 319 AMY SERIES ON CORROSION RESISTANT CCIAM CARBON SIM AS PER DIN I.) THIS PRODUCT EWILLATION DOCUMENT WILL K 00INSIDIEDIED OAMUC, IF MODIFIED.
<br />;WDMDYW OF PLATE1 WOIB W/ SO kW YIELD STIVICITH AND 90 AM TENSILE STRENGTH A, SMALL COMPLY W/ FLORDA MAMM CODE SECTION 2411.344
<br />(d) SITE SPECIFIC PRWECTS SMALL M PREPARED BY A FLORIDA RIDGISTERED, ENGINICER OR ARCHITECT 04KN WILL
<br />BECOME PChim AND WAD WELL BE RESPONSIBLE FOR THE PROM
<br />-7 USE Or THE PEWOMBIGUrKM "FM TAWS P
<br />9. BOLTS TO BE ASTIA A-307 GALVANIZED SrED- Olt Art 304 SUM STAMUSS SML WrH 36 *W MINNUM VIELD STRE)WH.
<br />HE A DELEGATECI ENCOMER TO W PI-0. EMOvdWL 94ALL
<br />tO. AN04M 70 WALL SMALL BE AS FOLLOW& S~ TID THIS LAXTEIR THE SITE SPECIFIC DRAWOM FOR RIVININ
<br />IM PIZ. 94ALL BEAR THE DATE AND ORIGINAL, SEAL AND SKINAnNIE OF THE PROFVSS� ENGINEER OF
<br />RECORD Y14AT PREPARED ff,
<br />1 '4-9 WCON ANCHORIS AS ~ACt� BY I T,W. GUI.M. IND. (MK ?*3112 PLk)
<br />_J
<br />1-0-904/4-S.& " W/ 1/4' 0 9 7/8' CALI ANCHOR. AS W"ACTURED BY DIWALT BID. CMIN. VC.30011 pxQ
<br />RUT 4"Ss. us. W/ 10. STORM PAWL MANUFACTURE" LABEL 94ALL BE LOCATED ON A READILY MILE LOCATION AT STORM PANEL 01
<br />NUT L_ �;= 014-10 PANUMATE FIEMALE 6 & PANDAKE PLUS ANCHOW AS MW"=UKD BY tLCO CONSIVILICTION PRODUCTS
<br />I WA NUT ACCORDANCE WITH SECTICIN 1702.9-3 OF FLORIDA BUILDING COM. ONE SMALL K PLACM FOR EVI�W CPMNM
<br />WARNER 0 12 1/2' OX_ WAS" MEMO) (rc-3w v..0 LABELM TO COMPLY NTH SECTION IM92.2 OF IMIC FLORIDA OULOING CODE.
<br />-0 TRAM 0 r Ot 0 r
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURIED CONDOM SMALL BE 1 3/4- AND V FOR ANNELMATE
<br />THREADED 3/32- WIND RUT r.4' WOOD lyro 3/w Imms HUY
<br />roptL%= IV BE, zlou 0 6 1/#- ckr UM WASHIER is mcfam) FEMALE 10 A, PANELMOME
<br />W/ ww) ro* WOOD
<br />DOUB
<br />RECUM RECKARED
<br />1* 11000 PI ITE WOOD PLATE A2) MNUA DOMkIEW OF 1/4-0 X 7/8- CALX-IN ANCHORS 94ALL BE 15 7/11- INTO COOKCRETE. NO EMBEDMENT WM
<br />OF 0,
<br />PLATE 014-10 .-TO PANELM06TE
<br />Y ANY FINISH MATERIAL SMALL BE PERMITTED.
<br />M-M PLATE i____ Zo, Om PLATE 0 A ;"/4 7 0 8 Ipr O".c. 1 7
<br />-mouou armac, w 1 1/4' 120 SS SIDEWALK BOLTS USED SHM1. BE LOW EMOVOWSHOULD ANY FINISH MATERIAL DOS* TO ENGAGE 3le
<br />WALL "UM AMN WIN. MIN.
<br />WALL WHIPM NUALIATM WALL IN ?&k7Wr"7AW 40 %NP-MrI At WWWIM OF PLATE AT MORETTI OF PLATE IMM ANCHORS,
<br />ma _i1A
<br />SCALE 3/r-1 0, LIFIE SAFIETY III AA IN CASE W PRECAST SIONE PRECAST CONCRETE IMINICLS. OR PAVM K VOUND ON THE EXISTING WALL OR .............
<br />,I)c -..
<br />a MURMSM SPIANIEL WALE 3A'- I WALL WNW IWALLMN, WALL Mo FLOOR AN04M SMALL BE LONG END" TO REEACH VIC MAIN STAtICTURE 904IND SUCH PANEL& ANCHORAGE SMALL
<br />.__W
<br />JW
<br />. .. _
<br />SCALE 3/r.i' SCAUC 310'.1* T AM K AS WXnNW IN AI) AND Of A,2).
<br />I 111 AMMIL WAR FAAARN ME L EANEL
<br />P�q a LVE M I No. 44m?
<br />Tl� (0) TO EXISIM CON0101E. 01 WAI
<br />SCALE 3/8-.1- SCALE SA�-I'
<br />FLORIDA IN)ILD" CODE (Nto
<br />FLORIDA BUILDING CODE (Wgh Velocity FLORIDA KRIAM CODE (MIgh Velocity Nu cons Zom) I
<br />1. WITILAATICAS ARE ORLY VALID FOR WITH "0. MM LWW Ifu cam Zons)l 1/4' 0 TAPCOM ANCHORS AS ~ACTURID BY IJW. BULDEX INC, velocity lmwwu 2"
<br />m rp. 1/4' 0 X 7/r CALK-44 MCHORS. AS MA"ACTURM BY DEVALT W (r-1500 P.S.Ij OM 11111M W& FP.
<br />LIP TO +S" -72.0 PSIF NO PANEL'S LEN91H LIP 10 O`-r Sam 31,1001. m 4416 20 CAGE GALVANIZED STEEL STORM PANM 20 IMU G&VAMM SM STORM PAJIM
<br />20 UK GALVANIZED STEEL STM PANEL WAN W. #14-10 PANELAIATE rEMALIC 0 AND PANEUMIt PLUS MCHORS, AS MANUTAC7URED BY ELCD C001511RUC7101d bomm or,
<br />2 MR NEW 00410 FIMAMC COMrfAUCrCb� WOW MEMBERS, It K SWh4MM 1. 41SIALLA"ONS ARE ONLY VALAD IN BUILDOICS WITH A". M" LOADS
<br />PINE NO. 2. 111 SPECIFIC DENSITY OF OM Olt COAL GLOBAL PROTECTM PROMM LLC. UP 10 +56.5. -?ZO PSF AND PAWLS LENGTH UP TO W-11". SATE pr GLOBAL PROTECTION NOWIM LLr_
<br />GLOBAL PROTECTON woucm LLc. W/Mism PRODUCTS V-2071 P*.Q
<br />T, ME c -0. Is 1. 1. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO K SOUTHERN w to SfNw WL
<br />4= UAS wow A op%o . m
<br />OW 03r. POKE MO� 2. W/ SPECIFIC DENSITY OF 0.55 OR MAL 114Z .... ii`* ftwo o')JIM-ANk 31314 20-176 m MAN, It, 311'. 20-176
<br />_76 20-176 0,10, (M)ND-W" . MONIN�nfk FAIL "4"-Wn
<br />0 REV.-J.- 0I "CIVIL OM)M Mk "a ODOK"M DNS" w IM ---
<br />r ova" ft Imm CA-90mi
<br />a i!11 - 1-1 P4
<br />N ml� PIE
<br />px
<br />ll= A. IW P.L. own of
<br />�4 97 as
<br />COM ONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCAE 1/2-1")
<br />(TOTAL Ww"- 2,2,W-7
<br />Iz5w MTECTWE WOOTH)r - - -----
<br />1/4*�
<br />I
<br />DION, MIN. IN=
<br />4ALMANIZED SIM
<br />EDGE
<br />1.500'
<br />V.
<br />2--4w
<br />2_21W I
<br />H= lyp.
<br />AM A-60
<br />GIMCIE BID
<br />DICTAIL
<br />O_SD WAY.
<br />--------------------------
<br />(!)STORM PANEL
<br />wy "mmomm mocc j
<br />-1
<br />*a6w
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNOM CORNER 0 ENDS OF PANEL'S
<br />END UP W/ HEMMED ENE
<br />pos)
<br />7 r 125*
<br />J
<br />T 3"W(Max.) ALUM. ANGLE
<br />t7l.�
<br />DOM.
<br />7w (TYPJ
<br />STM am
<br />it* LONG
<br />6063-75 Aium. ALM
<br />2DW
<br />Or Tg=
<br />RMRM "h' TP"
<br />P
<br />3.750
<br />@)
<br />Wel-Te PAUM. ALLOY
<br />REWR30 *U' TRACK
<br />lom,
<br />A25.
<br />2"x5ffidox.) ALUM. MGLE
<br />4
<br />0.1.1'sjws V/24� tsa "m a ODA" r Now 2r/24 b- V/2411, ATE, fla m Am S Nei"
<br />00" 3. TOM 0=01 ff I, NO, emcmm ANCtm Ti. r M..
<br />mwc=n a r DOW 99CHEMU 0 IPW r IRA.
<br />SIX UCRM 00 OW 20
<br />yr LW
<br />_7 I
<br />AF
<br />MIE _110111104 H
<br />46 Z 'L'
<br />0 Sol olls III I ut PTM
<br />5-41LR .. Ass
<br />-11MAILL ON DW no
<br />(a owl 00 am __
<br />mr ). 0 . LAST PANIL (D To K MWEALLED AT EACH
<br />TO ME MISIALIED AT &ADM OPUM SWX ALAM SE
<br />WPM& ELIEV ZXO.PALVM
<br />ATION FOR SERIES 2000 TYPICAL ELMTION FOR ABIES -I=
<br />E-2 HMO STORM PANEL M SYMM IE-2 HM STORM (p Symm
<br />MILE 4w . T' I= iMNA,
<br />GAP M. w op W4. Pk� GAP-ij
<br />2�,47\ / \___7 \ Z \11 / N_/ V/ N -N-LA t \-/I N�/_ -4
<br />V (Ir-Owss"ID-0 �� ar SECTIMI 2-0
<br />Sm sm" ww - v
<br />E - Z KAM STORM PANEL SYSTEM CONSISTINO OF PANEL +
<br />TRAMS 9 TOP h PMdXk-ATE PLUS OR 15' LONG
<br />(I). DEFINITION Or SEEM 20M E - 2 t6AA4 SOORM PANEL SYSTEM CONSISW OF PANEL wmM W/ Pmemm
<br />CorA. TRICKS TOP A BOTTOM. (2), END PANELS SHAIL ALWAYS BE 70 oavw SOL WALL or WANE; OF
<br />(2) (rD.=1141L ALWAYS K CONNECTED70 1101170M TRACK OTHERWISE A STOP SAR
<br />PS"VALLIKATES OK IF USED Z:W/ 11 4 PANELS
<br />70
<br />PROVIDED AT TOP OF a" PANELS. wpm on MIr` wic I AS
<br />SMALL CCINSW OF DESCRIBED W M3)
<br />Mh 04AWSCFtEW (3). FOR CASES ORION END PANELS ARE USE JOINTLY W/ ir LOU (p AT
<br />EITHER OF TWO ON r END PANELS ARE NOT OCINNECTED To BDTWIM SW BAR
<br />EXT FIAT FLIMM OF 00 PANEL FSHAL BE PWADIED AT TOP OF SUDW PANDS.
<br />(4)_ IN CASE THAT END PANELS AM NOT CONNECTED TO 11011011 MUM (14. A STOP BAR (4)� FOR OWALLMOO OWN DO PANELS AND SOME ORIEROOR ANNELS ARE MAMY
<br />a ONLY USED PANELS WALL K COWNECTIED 10 BOTTOM TRACK
<br />USING SPECS = `C`wLm Wit) ABOVE. IN SUCH CASE. CONNECTION OF RAMS MMAoYWK=U;2D=Za Vm== p.-.Pm.
<br />TO DI VACK WAY 01 AT ANY PANEL LOCATION. TWO PANELMICIIES SPACING SHOW ON ELEVATION AM Is
<br />(5� SEE SECTION V, 3' 4- ON SHEET 24- SEE ANCHOR SCHEDULE ON SHIP 25. VOCRE OW44M IN THISq If v a
<br />W-0 To BE COMMw= I AWK W99M
<br />TO
<br />SUCH THAT ADJACENT PANELS 1. LEFT & RIGHT SIDE OF PANEL) HAVE
<br />THOR OVERLAPS RETAINED BY
<br />E
<br />N FLORIDA DUUM CODE (fth Voloaft Hurricane Zonj
<br />I ST nam at 20 UK QLVAM STEEL SIORM FUEL
<br />Cr
<br />Om
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