|
LLJLRLLU I
<br />ANCHORS (SEE SECTIONS ON SHEETS 17, 18, To & 20� - - - - -
<br />:3: 14". SAM 4A/17. WILL 0(17. 49/17, 31/16. r Am.
<br />I MIN, ISAST/19. yteells 90/20 41W/10. ?IW/19 4 ONISO
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<br />PANEL. LENGTH
<br />(SEE
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<br />U/17. 4A/IP.ISA/'Sw"w K# a MIT '"W" [�E?, 411/17. WIS.
<br />a
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<br />ANCHORS (SEE SECT04 OR 5HEEIS 17, 1& 19 & 20)�
<br />OPTION #2 FOR LIFE SAFEN STORM PARELCD ELEVATION
<br />MIT law
<br />am !"U PILL" UK INTI,
<br />L
<br />SECTION A-
<br />SCAUL
<br />1! FJAW IN 7 WWI 'M 114-11CR EiJJ *i-ill'li 41 J-1 Ijklefff-w9mv.11
<br />[sism zi R7LWLV41!11J!E;T_V 14 M 111�kl Lett: MINWisq:14.7m
<br />MAXIMUM AS 0.
<br />Mo,. PANEL LE14GTH
<br />MINIMUM SEPARA71ON
<br />PANEL
<br />DESIGN PRESSLJRE
<br />L (ft.)
<br />RATING (P.S.f,)
<br />(SEE SECTIOIN
<br />TO GLASS
<br />CONDITION
<br />+65.0. -72.0
<br />a'-s"
<br />2 3/4'
<br />UNBOLIED
<br />INSTALLATION QUAILS EQR OPTIQN 92 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />T,
<br />j WOW ME
<br />1/4-P Two" a r ox. 0 V O.C.
<br />2 rw
<br />Dom 'HIRAM
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<br />*Cwp HEADER
<br />HEADER WIN"
<br />/4 1/4
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<br />PANEL LLNGT
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<br />Edsm Lew) Msghs_
<br />GLASS To "We to o�m (SEE wmr I al OW)
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<br />WASHER 0 12 If. 0, WASISR (BEYOND)
<br />WARNER IT 12 IW/*240NUT (BEYOND)
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<br />IN Ir O-C
<br />--WAOUM W/ STUD) THRIADED
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<br />",�m =/,. " THREADED Of PLATE
<br />MICRON ION AT mawim WOW PLATE
<br />OF PLATE or FLATS PLATE
<br />PLATE Q� PLATE
<br />IPMUATION
<br />WAII kMdft
<br />WALL 11110LINTMO INEAUAM WALL MQ ALTEORMAYMPNOVEMPHANIEL
<br />IMITAI I ATION
<br />SCALE 3/0*-1* IJIFE
<br />0 &L'tWMANrL
<br />0 LAR FM ovem HE
<br />SCALE 3A*-I" SCALE 3/0*. 1' T I
<br />%
<br />FLORIDA BUILD100 CODE (199h Velocity Hur cone Zone)
<br />1� INSINUATIONS AM OPIL� AM MR &JUwm WITH A.S.D. DESIGN LOADS
<br />m;;
<br />UP TO .534, -72.0 PSF AND PANEL3 LENGTH LIP TO W-W s ftt=. W_ to
<br />20 GAN GALVANIZED STEEL STORm PANEL
<br />OWAN
<br />2 FOR WIF WOOD rWOE CONSTRUCTION, WOOD MEMOM TO K SOUTRIAN
<br />PIK NO, 2. W/ SPECIFIC DENIM OF 0.55 OR EOUAI. it
<br />sl PRODUCTS, Lw.
<br />GLOBAL PROTECTION INTEL
<br />IL ECOsue.
<br />z
<br />q 411011 IMIL ILL STRUT -
<br />Tug rcwnm a CON990M DRAW. A. 3014
<br />PICHL. 7 20-176
<br />I DRINK k.,
<br />MO � "t. OF SIT
<br />"WROP
<br />INSTALLATION DEIAILS EOR CIERON 92 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INM EXISTING POURED CONCRETE OR CONCREJE BLOCK STRUCTURES
<br />W40 IAPC0w ANCHORE Ij4*. TAKO" ANCHORS IZ4.-. TAP -CON ANCHORS TOPCO14 ANCHORS
<br />0,
<br />S* O'C' ac 0 0 ac. 9 ox
<br />FIGURED CONCRETE POURED CONCAM oovm CONCRETE POURED CONCRETE
<br />OR CONCRETE OR (xN4cRm OR CONCRETE ON CONCRETE
<br />RED
<br />BLOCK REQUIRED KOCK NEW BLOCK RCOORM BLOCK KQLNKO
<br />1,M"
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<br />NUT PIT 12 1/2' O.0 (BEYOND,
<br />3132 vaw ��l 010 . 3/32' IPM
<br />12 /2- &C No WAWO (K*MN
<br />44' TAPOIDN ANCMOPS TAPOON ANCHORS,
<br />4 Ilr OC a C.
<br />(StAvoctio W/ SM) 0 4 1/2' O,C
<br />POURNO CONCRETE 'QUIPED CONCRETE eoufto COWRM
<br />OR CONCRETE BLOCK eoum CONCRETE
<br />it Oft CONCRETE BLOCK on CONCRETE W&IN OR CONCRETE BLOCK
<br />REOUND REQUIRED REQUIRED
<br />WAU 6=WM INSTALLATION WALL UOU NO IN Al I ANION WALL higumnma INSTALLATIN WALL WOMM INSTALILATION
<br />AaK
<br />a "MMMEL it UFV SAr"PANEL M15"ANEL a umfigom 6p-m_pA EL
<br />SCALE 3/8--1- SCALE 3/8-.t- SEAT 3/s*_f" SCALE
<br />Kt NNW to a So 'm AHC"M TYPE A
<br />AM= m
<br />11
<br />WPM
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<br />w momme WNW 00
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<br />AN 141"GATED at TM
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<br />SCHEDULE REDUCE AFCMR I
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<br />3
<br />m am on"
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<br />In TWE MA� "Crafts, FOR I"
<br />apavam to 49 possw. wKcn
<br />SPACING ogron U!" FACTOR SWAA NOT
<br />K IDS 71" -04WO SPAC.14, IKINIAIN
<br />FOR FACO *Ow TYPE 04 I"IS SCHEDULE
<br />ME
<br />INSTALLATION
<br />DETAILS EOR OPTION
<br />INTO EXISTINQ
<br />#2 FOR
<br />WOOD
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />STRUCTURES
<br />READ(*
<br />1, 46 HIERTM 1�-
<br />j
<br />7
<br />WO1* HEADER w
<br />J
<br />43
<br />10 am
<br />(m 9001
<br />EXISTING ON sw 11)
<br />IA, SIPARAffift
<br />To Ou"
<br />*L' M..
<br />GLASS -
<br />cm SCHEDULE
<br />PANEL LOOM
<br />� �:,: -
<br />PANEL LENG114
<br />EXISTING ON ow mO
<br />GLASS
<br />tsm NOTE I
<br />BELOW)
<br />S2
<br />ISLE NOTE I 9Qvw)
<br />NUI
<br />1 7
<br />L
<br />90
<br />to
<br />2',4' WOOD FIAA.
<br />?/Iry 3/32' WIND *Ut
<br />2-0' WOOD PLAA.,-_
<br />1/3`0 3/32' WIND NUT
<br />REQUIRED,
<br />WASIVER 0 6 1/,L- D.C.
<br />ocaumD
<br />USHER 0 (BEYOND)
<br />114-;0 PANEILMATE
<br />IIIII-10 tANELMATE PLUS.
<br />0 6 11 "40 C
<br />MR4.
<br />I_
<br />6 1/4 O.C� Wtj 7/a
<br />AT KOWWH or PLATE
<br />EUN. TMAE-AMDED PENETRATION
<br />At M&WH OF PLATE
<br />id i -�_Lljx j
<br />WAU-mumnima INS
<br />SO
<br />0 MLWA& dff
<br />nON
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<br />6 UFE SAFM
<br />4
<br />_P&NEL
<br />SCALE 31W-1-
<br />ENSf
<br />SCALE 3/0--1-
<br />FLORIDA
<br />BUILDING CODE (1419h Velocity TIM
<br />"me zorke),
<br />No 4067 t*Z
<br />z -M" Atum PC
<br />10 CAGE GALVANIZED STEEL SIM PANEL
<br />FP
<br />Dr.
<br />I. WALLATIONS ARE OPAY VAUD TOO BUILDWS, VffH ASO DESIGN LOADS
<br />UP To +65.b. -1ZO PSF AND PANEL'S LENGTH UP TO W-V,
<br />lt
<br />S Alt
<br />A 111LIECO....
<br />GLOBAL PROTECTION PRODUM U.C.
<br />SO
<br />2. FOR NEW WOOD FRAPPE CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN
<br />--I
<br />=!Lk it WNW
<br />PINS, No 2, W/ vmm DIMITY or 0 55 Oft WUAL
<br />Y
<br />L- � 7$ Lam I ff me HE Vam, m
<br />wx "' &u'4
<br />PIPPIL (WWN_j"S, FM: "Not-e7s,
<br />20-176
<br />=TILD P, FL
<br />UP 6
<br />POURIED OQNtRrTE
<br />OR CONCIIM &=k
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<br />IN � L L 06
<br />�Iia( No
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<br />a
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<br /># 9
<br />#14-10-0 PANUAKIT PLUS W/
<br />-1/8-0 ;. 3/32' WIND NOT WASHER
<br />Sol mC.
<br />WA" WOUMN IMMLLATM
<br />0 AMMANEL
<br />VALE 3/111-0-
<br />SEE OW 19 & 20 FOR AWWM TON A
<br />sea" m
<br />I..J--
<br />viablikit,
<br />r"...
<br />SPACING to WRALUX11" PRO WOOD
<br />e;
<br />____T_
<br />1
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<br />Fft%c euvow
<br />ko^" mlc�m $PA"M Am uku�
<br />COME OSTAM:F ARE IWWATM OR THIS
<br />3
<br />MP-4
<br />somu MUD,
<br />INATTIN."d IN40NO SHOWN ON VORMULE
<br />AMA IMIL MO
<br />fwm
<br />BY IRS POLUXIMIC TACTOR& FOR -
<br />OPERATION TO K 00$9" tWaU=
<br />wvzm w�w ~ F." w1AU NOT
<br />K LESS 1"', ON" 2001004C 06WATED
<br />Mo 90CH ANCHOR YPF 0. 1.02
<br />r
<br />I/r
<br />IVLIM CONCRETE
<br />OR CONCRETE BLOCK'
<br />DECLARED
<br />1/4'
<br />=21
<br />G
<br />14- 'We VAACLAIATE PLUS W/
<br />/a *0 . 313r PIANO *0 WASHER
<br />(BEYOND)
<br />TIMOD.Aws"101C.
<br />RECLOW
<br />WALL k(QVM INPUAIION
<br />SELIEM.Sm
<br />9JEE fArM -PANEL
<br />SCALE 3/a'-I"
<br />GENERAL NOTIES, VALID F_-7 HANG SItM P,4kn StSMd
<br />I E-Z HIM STOAM PANEL SHOWN ON IN$ PRODUCT EVALUATION DOCUMEWt tP.E.O,) HAS BEEN VERIFLEG MR COMpuAw IN
<br />ACCORDANCE WITH THE 2020 (?th EDITION) OF THE n.041I WWNG CODE
<br />DESIGN YARD LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF 114E ADM MENTIONED COOL.
<br />TO A In tK JUR DICTION WHERE 1111ijk
<br />Is Xj;%F?XANO
<br />A THESE SaMOUNTHE
<br />FOR A 0 06. USING ASCE 7-16 AND SHALL
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A, 26.
<br />IN ORDER TO VERIFY THE ABOVE CONIETTION. ULTIMATE DES" WIND LOADS DMISTIED PER ASCE 7 - IS
<br />SKA" BE FIRST RLGT= To AS�O. KSPON *NG LOA BY MULTIPLYING THEM By OR IN ORDER 70
<br />TO COMPARE THESE W/ MILK, (ALSO) DCSIGN PRESSURE RATINGS ND$CAnO ON SHEETS 2$ A 26,
<br />IN ORDER TO V[Mry TRAIT COMPONENTS AND ANCHORS ON THIS P.E.D, AS TESTED KITE NOT OVER SVITES!10� A &14 114CREASF
<br />IN ALLOWA4KZ STRESS FOR WIND LEADS WAS SM USED IN THEN ANALYSIS FASTENERS SPACNO TO WOOD 14AS KrN
<br />DETERMINED IN ACCORDANCE WITH KO 9 2015
<br />STORM PAN LS ADEGUACY FOR IMPACT AND FATIGUE REWAKE HAS BEEN VMWIED IN ACCORDANCE WITH SECTION LOS OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, IN- REPOIT! 0 20.32. AS PROTOCOL$ TAS�201,
<br />TAS-202 AND TAS-201
<br />2� 114S SYSTEM HAS BUN DESIGNED TO BE NSTALUED ON TOLE OUTSOE Or INC OPENING ACCESSING 1HE OPENING mm IRE
<br />INSIDE I"TW USE Of A WIGGED OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED to BE PERFORMED
<br />FROM, SIDE Of STRUCTURE,
<br />1 SERIFS 1000 INSTALLATION IS APPLICABLE TO SINW AND DOu1lUE HUNG STYLL WINDERIS WHEN INSTALLATION L$ REQUIRED to BE
<br />PERrORMED FROM THE INSIDE Of STRUCTURE.
<br />4. SERIES "DO WALtAIX)NI 6 APPLICALOLL 10 MINGLE AND DOUISU` IWW. AND HORJIIDNIA� SLOIJR% STYLE WINDOWS WHEN
<br />INVAILiATION IS INEWRED To OF PERFORMED FROM THE INSIDE Of STRUCTURE
<br />S Adt ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND 1EMPER. (UNLESS OTHERWISE NOTED)
<br />S. ALL. ALUMINUM SHEET METAIL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY.
<br />7. ALL STEEL SRIECI METAL PA90ES SHAU. KAW STRUCTURAL. DUALITY STEEL� AS?U A-853 GRAZE 50 Mim_ %ALVAINIZED STEEL
<br />DESIGNATION */Fy- 50.5 mi (AFTER ROLLED) -
<br />III ALL SCANE" TO BIT STAINLESS VfYL 304 OR 316 AT& SERIES OR CORRDWN RESISTANT COATED CARBON STEEL AS PER CAN
<br />5MI& W/L So %.j TITO VKNIGTH AND go kof TENSILE STR04TH & SMALL COMPO W/ FLORIDA BUitWNr CODE SECTION 241 J'JL3A
<br />9. BOLTS TO BE ASTIR A-307 MVANIZIED STEEL. OR A& 304 SERIES STAINLESS STEEL, *rrR1 36 kb. MINIMUM YIELD STRENGTH,
<br />10, ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />(A) .��ftsm
<br />1/4"It TAPICON ANCHORS AS MINUFACIURED NY ITIN BLALOCK, INC, (014, r-311112 P,6,1.)
<br />1 /4 . A X 7/11' CALK -IN ANCHOR& AS BY DEWALT INC. (MIN It-3000
<br />114- 10 PANELMATE FUME 10 & PAND.MATE PLUS ANCHORS, AS MANUFACIURIED BY ELCQ CONSTRUCTION PRODUCTS
<br />(f'..'1550 P..Aj
<br />00) MNIMM DAMMENT Of TAPCON ANCHORS INTO POURED CGNC'" SMALL If 1 3/4' AND 2' FOR PANEIMATt
<br />FEMALE 10 IS, PANELMATE PLUS.
<br />A2) MINIML44 EMBEDMENT Or 1/4*0 1 7/3' CALK -IN ANCHORS SHELL BE 15 7/6" INTO CONCRETE NO CIABEDA&W INTO
<br />ANY FINISH MATERIAL SMALL BE PERMITTED
<br />1/4- s-20 SS SMWALA BOLTS USED SK411 BE LORD EMOUGH(SHOULD ANY FINISH MATERIAL COST) TO ENGAGE 3/4*
<br />INTO ANCHORS.
<br />04) IN CASE THAT PRECAST STICK. PRECAST CONCRETE PANELS, OR PANERS Of FOUND ON T14E LASING WALL. OR
<br />FLOOR. ANCHIONS SMALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE SEIIIND SUCH PANELS. ANCHORAGE SMALL
<br />K $I% MENTINED IN A I I AND IN A.2).
<br />mhoiA JRALL
<br />1/4' a TAPCON ANCkO0S AS MANUFACTURED BY OTW BUTIM1, INC�
<br />�/4* * X 7/8' CALK -IN ANCHM. AS MAWFACIUM BY DEWALT INC (VIWO p,s I)
<br />IT 4- 10 PANELMAIE FEMALE 10 AND PANELMATC PLUS ANC -HORS, AS 44ANIPACTURED BY ELCO CONSTRUCTION
<br />PRODLIM (V2"I p.1) F
<br />FLORIDA
<br />01) MINIMUM EMBEDMENT OF TAKON AMCNORS AND PANELMAII FEMALE 0 & PANTELMALIE PLUS INTO CONCRETE
<br />BLOCK SHIALL BE 1 1/4-
<br />8.2) MINIMUM EMBEDMENT OF 1/4'0 X 7/4' CALK -IN ANGMORS $HALL BE IS 7/0' OTTO CONCRM.
<br />NO EMBEDMENT INTO ANY FUSH MATERIAL SMALLL BE ftftlrrn�
<br />1/4' 0-24) SS SIDENIALK BOLTS USED SMALL BE LOW DeDUCH(SIOULD ANY rINGH MATERIAL EMT) TO
<br />ENGAGE 314' INTO ANCHORS.
<br />8.3) IN CASE THAT PRECAST STONE. Oft PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL.
<br />AACMIORS SMALL BE LONG ENOUGH TO ME" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORArA
<br />SMALL BE 43 MENTIONED IN 11.0 AND IN 2.2).
<br />(C) ANCHORS SMALL BE NSIAULLD FOLLOWING ALL OF THE RECOMMENDATIONS AND SKLIFICAT04S OF THE ANCHOR'S
<br />11 ft SHALL K THE ACSINMIGIRM OF THE CONYPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHIERE SNUFFER
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHVTTILR SHAUL ONLY BE ATTACHED TO CONICRM sLOcA
<br />12 THE OATALIATION CONTRACTOR 13 10 SEAL/CAULK AU. SHUTTER COMPONENT EDGES WHICH W-AWN IN COWWUOUS
<br />CONTACT WITH THE WUNNO 10 PRIEWNT ""O/PAIN ARMSION CAULK AND SM SNIRTER TRACKS AU AROUND FULL
<br />U7NC1R
<br />13 STORM PANEL INSTALLATION SHAU COMPLY WITH SPECS INDICATED IN THIS ~WC rLUS ANY 8U1IOWG AND tONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />14 ANIIUM WINDOWS AND DOORS. INC. E - Z H44 STORM PANEL SIsqu- IS PWW
<br />15 (a) IM PRODUCT EVALLATION DOCMZE ots
<br />Cf�.Ji PREPARED BY THIS ENG04EER IS GENERIC AND 0 NOT PROVIDE
<br />INFORMATION FOR A SITE SPEC . WHERE THE SITE CONDITIONS "TE FROM THE P.E.D
<br />CONTRACTOR TO BE RESPOIN"LE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAM OF
<br />THIS PRODUCT BASED ON THIS R E.Q, PROVIDED RE/SAt DOES NOT DEVIATE, FROM THE CONDITIONS 01 TAILED ON
<br />THIS DOCEIMENT CONSMUCTK14 SAFETY AT SITE IS TIRE CONTRACTICIO'S RESPONSIBILITY,
<br />THIS PRODUCT EVALUAJION DOCUMENT WILL BE L*40ERED PLANUG, IF MODIFIED.
<br />(d) SITE SPIErWIC PROJECTS SMALL BE PREPAI BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WMPEp WLL
<br />BECOME THE ENGINEER OF RECORD (CO R.) FOR THE PROACT AND WHO PAUL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D� ENGINEER OF RECORD, ACMNG AS A DELEGATED ENGINEER TO TKE P.E.D. ENGINEER, SMALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWN" "ft REVIEW
<br />W THIS P E& SMALL BEAR THIE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENCOmimpt OF
<br />RECORD TSAI PREPARED tr
<br />16 STORM PANIEL MANUFACrJft-WS LABEL. SMALL RE LOCATED 04 A READO V40-E LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 1109 9-3 OF FLORIDA BUILDING CODE. ONE LABEL SK41 BE PLACED FOR EVERY OPENING
<br />LABELING TO COMPLY ?AIR SECTION 1709 9.2 OF THE FLORIDA BUILDIP111 CODE
<br />CIO
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL5 /24 orwo INSTALLATION RgTAILS FOR SERIES 2009 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-1-) V/2 w/00,0 (m "m a polat 2*/24 P, V/24 "TOPEE: wit j gnaw) PANEL A) INTO POURED CQNCRETE OR CONCRETE BLOCK
<br />DO cogm";"
<br />LACK FOR WIN HOKIN 3' W.
<br />2 591* OF sovwi am *W trom So"
<br />su socycm 94:VT Is 11c"GIVIS Qm -7
<br />Sms NOT 4 Cn -4--d
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