|
ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 A 20)-- - - - __-_. ____j
<br />r MAX 507. 4A/17. will. N/17. 4B/17. =/I&. 3- w". I
<br />I Met. aw/19. INW/18 a &W/30 MR/to. 7m/lg a OW/20
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<br />r4o" Lilt SOFT* PAW
<br />A`O
<br />_71-
<br />-1 PANEL LENGTH
<br />(SEE SCHEDULE)
<br />rlierl E;s;. ---- --
<br />am., I
<br />40-
<br />O.Y..®a® - � 4J L- _ t
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<br />�KRIVT&R" Me
<br />W17. t& -sw�7. 41VIT, Mille.
<br />SM
<br />fl. & M/19. Molls a /0
<br />ANCHORS (SEE SECT04 IWON SHEETS 17, 16w�. 19 & 20)- 1 -- ----
<br />OPTION 92 FOR LIFE SAFETY STORM PANELU) ELEVATION
<br />SCALE
<br />tllif *AM som
<br />"z-
<br />Lama
<br />SECTION A -A
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.2.f.) AND
<br />T
<br />CORRESPONDING MAXIMUM PANEL LENGTH OLN SCHEDULE 3 .'3ra
<br />No. 44157
<br />i(OR1101•20 GAGE GALVANIZED, STEEL STORM PANEL
<br />0 rp
<br />ONDITION ......
<br />MAXIMUM ALS.D. Max, PANEL LENGTH SEPARATION
<br />FLORIDA BURMNO COOS (11119h Velaefty Nu care Zone)
<br />DESIGN PRESSURE L (,t.) MINIMUM SEPARATIONTO GLASS C
<br />RATING (p.s.f.) (SEE SECTIONS) GLOBAL PROTECTION PRODUCTS. WC.+55.0. -72.0 2 3/4-
<br />.0110 1W 61 ww OXIV
<br />VAL PL U3
<br />rAx-1. 20-176
<br />n- MwN i-
<br />1=z", IV owlss6i
<br />PANEL
<br />011
<br />POURED CONCREIE,
<br />ON CONCRETE
<br />amm REQUWAD
<br />INSTALLATION DETAILS
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />11C. TAPCO
<br />AMMICHS TAPOOM ANCHMIM _J/ 4
<br />. _
<br />AMCM H
<br />aq
<br />MC. 0 I O.C. 0 C
<br />POURED OOFCRM. POURM OOMCP" pok
<br />OR CONCRETE: m on C0=11m,
<br />BLOCK OWOURM r-C .1 BLOCK scatow
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<br />F.O.0
<br />0
<br />Movie
<br />OLASS
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<br />FOR
<br />-VTAP0014 ANCHORS
<br />4' 1/2- D.C.
<br />MAawitec, W/ STUD)
<br />j `U`Ec R
<br />REQUIRED
<br />WALL WYNIWfi 1b_WAI,A.,n
<br />N
<br />aym pmrL
<br />SCALE 3/8-- 1 -
<br />eLocM
<br />4
<br />TAPCON ANOORS
<br />1/2' D.C.
<br />(STACOM W/ VW)
<br />-"ED CONCRETE
<br />an CONCRETE SLOCK
<br />WOLIMIED
<br />WAU M(X INSTAUAnO
<br />Zi EMMM-20
<br />J_ M SAIFUY-PANIEL
<br />SCALE 3/8*-1'
<br />fla am In & 20 to MOOMI, rmt ft ANDW "M
<br />WNW POR ostftiim" PRO wm
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<br />unww AMMON SPACOM AN MIAMUM
<br />tHt DSVAMM AW ObrA= ON DO " 3
<br />0901111.9 POP
<br />UM THAN NIVICARD ON
<br />SO-M" IWO= Alcr4a vvm Of
<br />e1Arft
<br />" VV4COC On" ON S0121AX Am^ n an From IN THE VOLLOW4 FACIM. IN THIN MIJAM 10 at toomoLc REDUCED
<br />WAGON; oppon UW4 "Cf" 00" Not a
<br />", WOMAN 2000M MUCAM I Vr
<br />FOR 110CM mom TYPt ON THS SONEDULE
<br />3 jr
<br />ED.
<br />BUILDING INSTALLATION DETAILS FOR OPTION 92 FOR
<br />STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPOON ANCHORS 14 TAPOOM ANCHORS
<br />9 O.C. &C.
<br />POLAND CONCRETE
<br />111 OR
<br />POUKO CONCRETE
<br />09 CONCRETE 01,0
<br />WGUMMED
<br />3
<br />=-4
<br />OW1,
<br />-0-6
<br />PANtu."It PLUS W/ -10'0 PAWILMATE PLUS %v/
<br />;�3/32' W4 RUT SOONER "s . 313r OW NUT wit"M
<br />ac. (KYOW)
<br />REQUIRED REQUIRED
<br />WALL MQUkM WSTALLATM WALL MMOM INSTALLATION
<br />E09ffMPANEL LIMM&NIEL
<br />WALE SCALE 3/8*-1*
<br />LIFE SAFETY
<br />ANCHOR
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<br />INSTALLATION QUAILS FOR OPTION #2 FOR
<br />INTO EXISTING WOOD STRUCTURES INTO EXISIING WOOD STRUCTURES I E-Z
<br />ON THIS PRODUCT EVAL)ATION DOCUMENT (P.E.D.) HIS BEEN VERIFIED FOR COMPLIANCE IN 8 1) ON"" EMBEDMENT OF TAPCON N404MAN
<br />T S D PANELMAT
<br />110 & PA.ELMATE PLUS INTO CON.
<br />I'T-r r ACCORDANCE WITH THE 2020
<br />F1,0410A NUUM CODE. BLOCK 94ALL BE I I/
<br />P
<br />ANC X 7/4' C
<br />4ED CTO"N 1620 OF THE ABOVE MIENTIORED COOL -0
<br />-44 HORS SMALL BE IS 7/9- WTO CONCRETE. DESIGN WIND
<br />F 1/4
<br />MR A WhO SPEED AS REQUIRED By T141 JURESDIC11ION WHERE THESE SHUTIIERS WILL BE
<br />AND NO EMBEDMENT XTO ANY nNISH MATERIAL SHALL BE PERMITTED.
<br />JPOOD HEADER FOR A DIRECtIONALM FACTOR Kd-015. USING ASCE 7-16 1/4- 0-20 SS SIDEVALX BOLTS USED SHALIL K LOW ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />am PKGLWM AND SMALL NOT EXCEED THE MAXIMUM
<br />WADER
<br />TAPOOM 0 06C,
<br />OESON PRESSURE RATINGS INDIONFED ON SHEETS 23 6 S.
<br />OWa 3/0 IWO ANCHOR&
<br />S'
<br />IN ORDER TO VIER" THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />SHALL K FIRST REDUCED 10 AILO
<br />PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL
<br />WAVER
<br />ANCHORAGE
<br />HEADER I , , 1; I . . I
<br />1,41WAM SMALL BE AS MEFmOMM IN 8.1)
<br />04 11.2).
<br />1614 IMI
<br />nor IMADED
<br />AT wow W000 AT
<br />mpm MIAMI
<br />IN ORDIER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS
<br />A AXX INCREASE
<br />/4' 1/4- IN
<br />MR WIND LOADS WAS NK USED IN THEM AMMLYr.?S FASTENERS SWING 10 WOOD HAS 8M Go
<br />NEW MCHOM'S
<br />f/4' f1
<br />DIETERMEWO IN ACCORDANCE WITH, Kc.s 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND S CATIONS OF THE A
<br />HEADER MANUFACTURER.
<br />% am WOOD W�AwSTORM PANWS ADEQUACY 110 IMPACT AND FATIGUE REMANCE HAS SEEM VERIFIED IN ACCORDANCE WMI SWTION 1626 or
<br />REQUIREE THE AIM MENITIONED CODE AS PER rEMISTFATION TESTINC
<br />INC, REPORT f 2032, AS PROTOW" TAS-201, 11 " SHALI K THE RESPONSIBILITY OF THE CONTRACTOR TO VER" THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />Ci-
<br />IS TO K ATTACHED, 10 INSURE PROPER ANCHORAGE THIS SHILITTER SINALL MAY K ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SY15TEM HAS
<br />OPENING FROMI THE OR WOOD FRAME BUIZOICS.
<br />3 G L G .0 L 00MIDE Wp INC USE OF A LAW" ON UrT. THIS APPLICA71ON IS VAIJO W" INSTALLATION IS ONFENDED To K PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SIAL/CAULK ALL SHUtFE1N COMPORIENT ECCCS WHIM REMMfN IN CONTINUOUS
<br />I Fm"
<br />/2
<br />F
<br />FROM THE WSKIE OF STRUCTURE. .7
<br />CONTACT WITH THE BUUW40 10 PREVENT WHO/RVIN NTRUSION. CAULK AND
<br />SHUTTER TRACKS ALL AROUND FULL
<br />I w SIPWAIN" LENGTH
<br />10 OLAIN 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S94U AND DOUBLE HUNG STYLE WINDOWS MEN MWALLAIION IS REGUIRED TO BE
<br />(off 211,48116'"t (w 104110'" PERFORMED FROM THE PtSIDE Or STRUCTURE.
<br />PANEL Ma -A -am ax s) PANEL LENGTH w � I* I I L 900b"
<br />m., %* Mex. i Ok ow 11) 13
<br />PANEL NWALLAT04 SMALL COMPLY WITH SPECS INDICATED IN THIS OWING Plus ANY gLa� AND ZOMNG
<br />Mr won I BELOW) PANEL LENGTH (NMI NWV=qL 1 6111301 PANEL LENGTH 4. SERIES 2000 W57ALLAION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND kDRIZONIA1 SL[W6 STYLE WINDOWS
<br />REGULAMONS PROVIDED By THE JUIRSOCTION WHEFIE PEROT 13 APPLIED TO.
<br />cxww I I -
<br />.1vM_
<br />ISEXN=IWFUMVIDGIRM(SEEM=I KIM) 10 OLAWtGLASS*UAS5PANELLENGTHPANEL LENGTH INVALLAYON IS REQUIREDTO BE PERFORMED FROM THE MOMOF STRUMM.14 An" W06DOWS AND DOCRS. PC. F - Z HANG STORM PANEL SYS704- IS PowMIM,=DfaufearamA)am M, SMw 10) 139 Now I SCLOW) 1/4'0-2D.1' (SU NOTE I qn4w)
<br />S. ALL AUJONUM EXTRUSIONS TO BE 6063-16
<br />15 (a) THIS PRODUCT EVALUATION OOCUMSW (PE.D.) BY THIS ENGINEER IS GENERIC AMID DOES NOT PRINDE
<br />T
<br />wy
<br />WMZ"3/32-1 INFORMATION FOR A SITE SPECWX
<br />DEVIATE FROM THE PrO
<br />32
<br />4- ALL ALUMMIJ111 SHEET METAL USED AT CLOSURES SHALL HAVE 3105-"14 ALLOY.
<br />(4) CONTRACTOR rO BE RESPOINSW FOR THE SELOCTION. PURCHASE AND INCLUDING LIFE SAFIEVY OF
<br />7- ALL
<br />OM not DEVIATE FROM THE CONDITIONS WAILED ON
<br />I e4-1 TOCclit-
<br />RESPONSIBILITY,
<br />tit
<br />B. ALL SCREWS 70 SE STAINLESS STEEL 304 OR 316 AS SERIES 00 CORROSION
<br />MODIFIED.
<br />-- ----IMKVMMW AT a
<br />50016 W/ 50 kW YIELD STRENGTH AND 90 hell TENSILE STRENGIN & SHALL COMPLY W/ FURIDA BUILDING CODE SECTION 2411.3.3.4
<br />6
<br />FOR THE PROPER
<br />--CD LW OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DELEGATED PKAHM TO THE P.E.D. DORM.
<br />OR ARCHTTECI WHXM WILL
<br />10� ANCHORS TO WALL
<br />THIS LATTER THE SITE SPECIFIC DIUMNIVOGS MR REVIEW
<br />(A)
<br />IM, (a) THIS PEA SHALL BEAR THE
<br />AND ORKMNAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARO IT
<br />E 114-0 TAPCON
<br />AS MANLJI1ACTUi BY IT,W. BUILM, INC >
<br />(MIN. f't-3112 o.&I.)
<br />32- WIG W trY, 3 WASHRIN 0 12 Ilr O.0 WSW[* wmmo) P.WI)
<br />IWI/'11 1 1,112 1/2. O.0 (SEIM) LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA SUILOM COM
<br />1�., [�__ __ Is L M 1/4- 0 X 7/8' CALK-W ANCHORS, AS MANUFACTURED BY DVWALt INC. (ON. VC-3000 W%Q IS. STORM PANEL MANUFACTUWt's LA$a SIQUI BE LOCATED ON A REAMY VISIBLE LOCATION
<br />STOft PANEL IN
<br />t ?18-�JIIW WNG NUT hurt 014-10 PANIELAMITE FEMALE ID At
<br />FOR EVERY OpeapC
<br />�! I LO
<br />COWT cow 1/4'0-20.3/4S.L Ms. W/ A W/
<br />IN WASHOt OC. AND 2- FOR PANELAIATE
<br />--W"V4 7/8-0 31st- WING NUT
<br />fit7 711011AVED A.1) MINIMUM EMBEDMENT Of TAPOON ANCHORS 040 POURED
<br />SK%LL K 1 3/4
<br />P �M 2-.4* WON P�Mkn 3132' Ww Nut 2.4* WOW "TIL 14 FEMALE 10 & PANELhWTE PLUS.
<br />mom" , 7/0-
<br />UN. m%ADEDPLATE REOLVED WASHER at 5 /4- O.C. WASMER a (BEYOND)
<br />MIN, < RATE , KATE t REOUPED A2) MINIMUM EMBEDMENT OF 1/4
<br />N 7/8' CALK -IN ANCHORS SMALL BE 5 7/r INTO CONCRETE. NO EMBEDMENT INTO
<br />TON AT MVAWN KIM AT WIOWOTH
<br />OF PLAIT OF PLATE 014-10 FAMELVIATE P ANY F04M MikTOW SIVU PERMMM
<br />1/4- P-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENIOUGH(SHOULD ANY FINISH MATERIAL EX
<br />ST) TO ENGAGE .1/4-
<br />414, IT Z�
<br />PLATE PLATE 1/4,
<br />IS 0. WALL "MMO IMA-14ATM 714111ADED I j INTO ANCHORS,
<br />AT MCNIMH OF PLATE AT 1011010TH OF PLATE
<br />WALL WALL MQMM - , __ � 2 11 -1
<br />"09upwip, AM DWALLATM L-M t I" I A.3) IN CASE THAT
<br />EXISTING WALL OR
<br />SCALE 3/Ir- I" a two& P rL I I
<br />S REGULM FANIEL a twm ZPANIEL SCAIJE 318--1- WALL "NITING INSTAI I A1nON WALL fficwusiffwl�"ON I'LOOR, ANCHORS SiMALI BE LOW, ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANW, ANCHORAGE SMALL.
<br />WAX SCALE 3/8'-1" PANIFIL "Met JL LIFE SAFETY PANFL BE AS MIENTINED IN
<br />AND IN A.2). % % 1.
<br />(0) M EXISTWO CONCRETE NtOi:t4
<br />SCALE 3/6-.1 SCALE FLOP40A WILDING CODE (High Velocity cam me
<br />9 a RM M LA2 MM ., 7 WALL 44167
<br />EX i8e \yCENs7i e FLORIDA 81INILDING CODE (High Velocity Hurricane Xone)
<br />1. PWALLATIONS
<br />BUILDIX. INC
<br />up III +S5.3, -72.0 PSIF AM Aval UOIGIIHI UP 10 W-Ir 157
<br />PANEL F.P.
<br />% ova In. #14-10 PAMELMATE
<br />10 AND PANE1A%TE PLUS ANCHORIL, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />2 FOR WW WOOD FRAME WOOD b"Kft 'TO BE S"NOW 1. INWAiLLATIONS ME ONLY 0"
<br />PRODUCTS (1'.-2071 ps.i.) OF
<br />UP 10 .55.& -72.0 PSF AND PANEL'S LENGTH UP TO S'-B" GLOBAL PRMCM PRODUCTS. Ur. 07/121"We
<br />ul
<br />P" NO 2. W/ VECIFC DENSITY OF 0.56 02 EOIAIL
<br />SIT
<br />E C 0 111M11EC0 GLOBAL
<br />�Tl LTECO, . 2. FOR NEW WOOD FRAMIL CONSTRUCTION WOOD MEMBERS to BE SOUTIHERN
<br />4010 S. III ffnw
<br />&VAL FL PINE NO 2
<br />OR EDUAL "A FL MU
<br />P.DW (W)M-75M ME, (WIPPI-70", "a "),010-6797 20-176
<br />LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />HANG STORM PANEL SHOWN
<br />FEMALE
<br />(7th EDITION) OF THE
<br />CALK
<br />LOADS SHALL BE DErERM0 AS PER SE1LZ) MWMJM EMBEDMENT OF
<br />INSTALLS AND
<br />O.C. 1/4-d TAII PCON 0 r O.C.
<br />. DESIGN WIND LOUIS By MULTIPLYM THIN BY 0.0 IN ON" TO 9.3) IN CASE THAT PRECAST STONE, OR
<br />HEADER TO COMPARE THM W/ VAX. (ALSO) DESIGN PRESSURE Rokn" INDICATED ON SKIFTS 23 & 26 ANCHORS SHALL BE LONG ENOUGH 70 REACH TIE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />AND
<br />THREADED
<br />P.E.D. AS TESTED WERE W OVER STRIMED,
<br />ALLOWABLE STRESS
<br />5
<br />LABORATORY.
<br />BEEN DESIGNED TO BE OWAULLD ON THE OUTSIDE Or THE OPENING ACCE"" TILE
<br />II 7qN 1R700 r' SEAL
<br />STORM
<br />WHEN
<br />��._
<br />ALLOT AND TEMPER (UNLESS OTHERWISE NOTED)
<br />S.S. Y.S.
<br />Cl; i.e. THE SITE CONDITIONS
<br />STEEL SWET METAL PANELS SMALL 'On STRUCTURAL DUALITY STEEL, ASTM A-663 GRADE 50 MK, GALVANIZED STEEL THIS PRODUCT 13ASM ON THIS PLO PROVIDED HE/SHE
<br />DESIGNATION WIFy- 58.5 Mal (ArM ROLLED) rMIS DOCUMENT comstRucriON SAFETY AT SITE IS THE CONTRACTOR'S
<br />- .._ .+ ._..,' PREPApED MAIEAE RISTALLAIIDN RESISTANT COhTEO CARBON STEEL AS PER DIN (C) THIS PRODUCT EVOLLATION DOCUMENT WILL K CONSIDERED WVAUIF MODIFIED.
<br />M. BOLTS TO K ASTM A-307 GALVANIZED STEEL.OR AM 304 SERIES STAINLESS STEEL, WTrH 36 01 MINIMUM YTELD STRENGTH BECOME THE ENONNEER OF RECORD (EAR.) FOR THE PROJECT AND WAD WILL K RESPONSIBLE
<br />SNAIL
<br />(d) SITE SPECIFIC PROJECTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER
<br />SHALL K AS FOLLOWS: SAW TO
<br />DATE
<br />ANCHORS
<br />AT
<br />PANELMINTE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSIRUCTIOW PRODUCTS ACCORDANCE WTH SECTION 1109.9.3 OF FLORIDA BUILDINO CODE, ONE LABEL, SHALL BE PLACED
<br />CONCRETE
<br />'TEE
<br />I
<br />O.C.
<br />PRECAST STONE PRIECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE
<br />AI)
<br />ARE OMILLY 1" FOR DUUMM WITH A.&O. OEM LOADS FLORIDA BUILDING CODE (High Velocity Kwu cam zons)l 1/4- 0 TAINCON ANCHORS AS MAiNUFACTURIED BY I.T.W.
<br />saero ALWO5, MM rNr
<br />NOIIu • GAGE GALVANIZED STEEL STORM PANEL Ian, ND 44167 7J. NO. 20 CASE GALVANIZED STEEL STORM PANEL 1/4* 0 X 7/r CALK -IN AMCMORSL AS MONLIFACtURED BY OEWALT INC (r--1500 p,*,i,) nAft M. 20 UK GAILYANIZED STEEL STORM
<br />(LAME
<br />FOR BUU#= WITH A.&D. DES" Lams
<br />PROTECTION PRODUCTS,U.C.
<br />PROTECTION PRODUCTS. =11 An 0 -NALaNc
<br />v. ite -� IL
<br />, W/ SPEIMFC DENSITY OF ass
<br />enE COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2- 1
<br />2 as I
<br />15.190' (TOTAL M. .7 -2 591"-
<br />12.5w- OMCTK WON) ---------- - 2.250*
<br />ow
<br />-?A 2.244.2-"! 1 W TAIL
<br />0.6311* ON. FMICK 0"60 3AW
<br />1 O&V#M= Sim IDOF : 2.1 *1 1 HEMMED TYP. AIM �"3 40 2.241"
<br />GRAVIE go WAM OUAIL I
<br />4alr C-60 MV.
<br />1*�2,470"
<br />--2.470,
<br />REaR&EQ "he TRACK REVERSED *U, TRACK
<br />W/ ODIAWD COGE
<br />J I
<br />-air
<br />11-2250'
<br />H[MMEq__, f
<br />VIEW DETAIL A 2 , M.
<br />ROUNDED
<br />4
<br />END UP W/ HEMMED EDOL 740'
<br />d1Z a' M
<br />J* TRACK @) e4f
<br />'wg 2"W(Max.) ALUM. ANQUE
<br />125'
<br />ALLOY
<br />.............
<br />FLORIDA 064LJDING CODE (Nigh Velocity
<br />zoned
<br />-.750- 4MUM 01
<br />20 0GALVAMM STEEL STORM PANEL
<br />3*
<br />OF 0:011
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />-AHM STOP "a I.W. 2
<br />3'W(Max.) AUL& I I" LONG I .1164MA
<br />Mw
<br />20-176
<br />6063-15 Alum. ALLOY Down
<br />PIN
<br />I Me
<br />ISOMETRIC
<br />CORNER 0 ENDS Of PANELp.
<br />♦ Sox O S
<br />!
<br />606I-713 Mum.
<br />Hurricane
<br />CAGE
<br />ATE
<br />art
<br />(w)BOA-76* wo-
<br />Na
<br />Y/24 cm �=R I KLOW)
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<br />no (XIMMIEFE &Wwft sa I* min MOORE r �
<br />$MR%" Aw. 901swu ON 11WIn 20- 1* uh.
<br />5=25, no Mae SCHM
<br />ON aww 24
<br />I
<br />shm
<br />Do or is
<br />jir
<br />RVAW. femnece 64 % v IN ERM PAI P" 44 X L.
<br />Dow Aw1w (011111INOW "NEW 00111MON
<br />SEE NOTE 2. 1. 4 SIX HOW I & 4 WELO.
<br />9%7 PAP." w
<br />w,
<br />40 11 -L'
<br />��l Tn ml 1 4111 1� J] 411!
<br />IM NOTE 4 BELOW MR cokmw AMMONS: SEE Ar-
<br />MAY K
<br />-Soon" a :;rIMUD(ATED
<br />OR
<br />AT ME MEACH BE
<br />LAST PANEL TO SE MT
<br />M TO WALLAD mvap Mue"S K
<br />TYPICAL ELEVATION FOR Effir A OPENING SMALL ALWAYS N PROVIDED NEAR HAAOLE 10 FAMILIZAN
<br />to FACILITAIC MaLa TYPICAL ELEVATION FOR V 001DOEO TO K WSIIALLEO FROM
<br />E-Z HANG STORM PANgL M MwTo . INSTALLED n" E-Z HANG SILUr W4W Or STRUCTURE.
<br />NGM OF STRUCTURE
<br />SOMA 1/3r
<br />Q* &AP
<br />K-47, S-Z
<br />(r-, Qev ON 0
<br />A; SECTION
<br />mm am W.
<br />E - I H" STORM PANEL SYSTEM CONSISTING OF PANEL
<br />bgu- TRACKS At TOP At PAPIDJARTE PLUS OR 15' LOW.
<br />(1). WNDM QE_SE=_WQQ: E - 2 KANG STORM PANEL PSI M CONSISTING OF P94EL .
<br />sorrom W/ PAINELIANT[S.
<br />C
<br />TO DqPX WILL WALL BY MEANS OF
<br />(2) (VI)SMSHAI.I. ALWAYS K CONNECTED To BOTTOM TWA grHOMM A STOP W PANELMATES OR. FiOT 1y W/ IS- LONG P� TW" Al 01.
<br />"CINIONED
<br />L CONNEC W/ + 'END PANELS
<br />9_' & I XTZ� CPT AS
<br />Me
<br />WING NOT 04 1g;r(2p3 Min.
<br />ocr�l� ON
<br />1/4 IF7Z 0144 NUT OR I IMI&VftSle Ml� THUMBSCREW
<br />on Ld Y a (3), FOR CASES WHEN END PANELS ARE AT
<br />OF FASTENERS AT EITHER Of TWO ga. yi. "rmum T STOP BAR
<br />ARE NOT
<br />(r.0M
<br />PROVIDED AT TOP OF
<br />(4'. IN
<br />ZWITOM TRACK 0- A STOP 94M (4). FOR INSETALLA11IONS WHEN 00 PANELS AND SOME INCERIDIR PANELS AFNE DIRECTLY
<br />IS
<br />ONLY K CONNECTED TO BOTTOM TRACK MOUNTED TO E= OF
<br />USING SPECS MIDICA ON
<br />7AIMIMAI;. TO
<br />TO BOTTOM
<br />,,MAY OCCUR AT ANY PANEL LOCATION VIVO PANrUMATES F SHOWN ON ELEVATION AND
<br />(5) SEE SECTION 1'. & 4' ON I�El 24, SEE ANCHOR SCHEDULE 04
<br />2S. 07 WLD T-OK CO-N-NECT-ED 1n,= V#adT^AJD
<br />SUCH THAT AAMCENI PANELS ign IN RIGHT SM OF RUMOR PANEL) KAYE
<br />THEIR OVERLAPS RETA#" By
<br />Ma V/74 4/24 Oil VA MR "M I okow) 3- Mw, 2'/24 ► 1'
<br />Al
<br />(SAT
<br />•
<br />- I _ ` _ _ _. _ _ -- i .5 l,� � 1 PROYRIED W/
<br />LJA
<br />Mp ent. TRACKS TOP A 80110M. (2). END PANELS SHIQLL ALWAYS BE CONNECTED
<br />Al TOP OF =A=. CONNECT. OF SHAL
<br />EXTERIOR FLAT FLANGES OF END PANG END PANELS
<br />BUTEND
<br />CASE TINT END PAN)ELS ARE N%O.WSNAIL CON951 D
<br />NOR (3) ABOVE IN SUCH CASE CONNECTION Of PANELS MAY SE USED Y jZ MEANS
<br />TRACK
<br />SHEET
<br />W.
<br />MOR
<br />BOTTOM TRACK
<br />INSTALLATION CILTAILS FDR SERIES 2000 AND 1000 E-Z HANG STORM
<br />POURED CONCRETE OR CONCRETE BLOCK
<br />pan um""
<br />ON Dian mw
<br />5 n
<br />Fl-
<br />J.JOL]iY_
<br />0;
<br />UNIORAI
<br />ow
<br />suvivat"
<br />0q" 10 MAIN to CLAIM.
<br />EVOIN Od" M-f I
<br />EVERY 04"
<br />FOUM
<br />NN= =01 02.
<br />WALL WOUNOUND, My. WALL AND DIREGI MOM= a=
<br />=71151M 0 Seat 3
<br />W 0 Old t
<br />f Tit W1,041-11 Qr&
<br />"M nism W.
<br />Hurricane
<br />Ads
<br />MAI
<br />iON;J
<br />12 F.X�s OX-1 V 1j'1,R'T-1pj Z I r" rtsl', 11 1 1-=-111 NIT."'j. I 1;:I,u
<br />ONNU; �wll 14 MOL:5- �,�
<br />- e -
<br />M IR
<br />RIIIDA SUILDINIC
<br />)1
<br />20 GAGE G&VANEZED
<br />STORM PANEL
<br />MAL,
<br />LLC.
<br />4610 SW 5 10,6313
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<br />N 8
<br />CODE (High Velocity Nu one Zone
<br />STEEL
<br />PROTECTION PRODUCTS,
<br />oAAsa en
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<br />W
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<br />ICU
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<br />SHEET NO.
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