|
s �'(I.Iw L,11.1.uLu �JG A1aLL eala�l�afu,luuo�ru{aruVwwu�wu��lu�wu1>VI�u�IIwIIIW' �iiNil�YililillVlqullilli111WY1WYW�,�WN��1�'IWW'1�I�I�i;�ll i; : L i
<br />MAXIMUM ASD.
<br />0EMRESSURE
<br />LO.1 �D
<br />APPLICABLE
<br />ALETO
<br />{-P775`3
<br />NW
<br />LxN
<br />C
<br />+66.0.
<br />70^ OR L€5S
<br />2 9/18•
<br />8(R.Tm •
<br />1•. 2% r. 1Yt,
<br />2'11 & 3'W
<br />46". -73.3
<br />7o• OR LESS
<br />2 ve`
<br />scum "
<br />4' & 4•Ff
<br />• BUL W 1 4"e+Zslx314` SJ} #AS. & WIHAW AT OVERLAP & 40w OF PASTEL LENGTH
<br />MFA9 BUTTOiN OF P.A.tNFI:. .
<br />_ " I I.]F ry �. .�• t -tut . + �,+..+ tF N+'. SIR, LR ..L .�.:*."
<br />MAXIMUM
<br />A.S.D..S.D. DESIGNG
<br />1AAt@lRe( ANCHORS SPACING TLMR . 3 1/2'
<br />APPLICABLE TO
<br />AW COMBINATION
<br />OF THEM
<br />MAXIMUM PAIL
<br />LENGTH (MS
<br />PRESSURE
<br />RA%.Nt.G
<br />TAPCONS
<br />CALK -IN
<br />PANDAINTE FEMME D
<br />PA MMATE PLUS
<br />TO HXNCHHETE
<br />am
<br />t0 H IE
<br />- BLOCK
<br />TO CONCRETETO
<br />CONCRETE
<br />BLOCK
<br />To Gd1a%TE
<br />BLOCK
<br />12`
<br />N/A
<br />12'
<br />NIA
<br />12`
<br />N/A
<br />12'
<br />N/A
<br />1' & 2- (TOP)
<br />11"
<br />3"4`
<br />10`
<br />3'
<br />S'
<br />4"
<br />8°
<br />4"
<br />1' BOTTOM)+
<br />66.0, -75.3
<br />12'
<br />J"
<br />Ir
<br />34
<br />6•
<br />6'
<br />or
<br />:S:
<br />Y BOTTOM)
<br />7 4•+
<br />70. OR LESS
<br />NIA
<br />NIA
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />12 1/2'
<br />{T'
<br />2• (S TTOM)
<br />r
<br />N/A
<br />b 1 j2'
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2`
<br />NIA
<br />3' (TOP)
<br />12'
<br />N/A
<br />ta•
<br />N/A
<br />9 1/2"
<br />NIA
<br />9 1/2"
<br />N/A
<br />3' (BOTTOM)
<br />tY
<br />NJA.
<br />12"
<br />N/A
<br />12`
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12•
<br />6"
<br />12•
<br />9 1/2•
<br />12"
<br />it-
<br />12-
<br />it'
<br />4' (BOTTOM}
<br />* LIMITED 70 86,0 W. A.S.D. OEM PRIDMIRE RATING.
<br />A SEE SHEET 26 FOR AICHX)RS TYPE At SPACING FOR INSTALLATIONS INTO WOOD
<br />FRAME BOOM
<br />MINIMUM ANCHOR SPACINGS AND WINBIIM EDGE OWANCE ARE PIWAID ON INIS
<br />SCHIDULF FOR E.D. LESS TWIN 01WATED ON SCHEDULE REDUCE A7 SPRUNG
<br />ByWAIPLYNG SPACING SHOWN an Sam" In THE FOUCIA IC FACTORS, MR
<br />THIS OPERATOR TO DE P0.49Rt% HmiMED SPACW OVIANED USING FACTOR
<br />NOT DE LESS TOM MNMHM SPACING INDICATED FOR EACH ANCHOR TYPE AT
<br />ANCHORS LE6m
<br />iINaDR tYlE
<br />1/41
<br />1l4 i
<br />1/0*
<br />Ile.
<br />ABOVE a
<br />01"
<br />Mnu ANONpl w mw it')
<br />3
<br />3
<br />a
<br />A 1/2
<br />> �a0YA9q wWON (1-4
<br />INpna44 11" 61W1
<br />2
<br />5
<br />a
<br />3
<br />6
<br />3 0
<br />4110
<br />4
<br />AORIY.. CLL
<br />#%=A
<br />p
<br />rm
<br />- ,av
<br />AA
<br />3,
<br />Tm
<br />m
<br />I
<br />.I• IEDUIRES Max. DISTANCE BETWEEN BOTTOM OF PANEL 1/2'
<br />INC 0 'to BE I/2^ Max.
<br />1
<br />I
<br />•f•"I• REQUIRES M4x. OWA Z BETWEEN BOTTOM OF PANEL
<br />AND ('� TO SE: 3/16' I 3 16"
<br />MJwr.
<br />COMPONENTS FOR REGULAR LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1-)
<br />(TOTAL WIDTN}-
<br />t
<br />12.500' (EFFECTIVE wTDTW)-----•--•--- { t92• t/0e 3. IUD RM
<br />µ`
<br />ORADE W ON"
<br />A G-60 BALY.
<br />I.35fi` d STORY PMEL
<br />PANELS SHALL K INSTALLED AURM
<br />FROM LEFT 70 IWW W/ 1/Z' LEG
<br />A END AT LEFT SIDE OF P41EL
<br />----------
<br />DETAIL A-
<br />PWAR s END LIP * -
<br />W/ FAIRRD ERE to.os
<br />R•oaAT'
<br />'.... wK .13r - a270'
<br />t.407' 0.625
<br />r 15OYETRfC VIEW DIET L A
<br />�.,_.„:... !...• ROUNDED CORNER O ENDS OF PANELS
<br />? 376•---••, END UP W{f iHTEM1l4E6 EDGE..
<br />i )
<br />3 z5 OD1" 1 LOST , (5 KU UM WAa"t'IfER
<br />.072" 1 (TW'•) }. 3105-MI54 ALUM. ALIGY
<br />2.124" .750" -
<br />R I.25. 0' •ODt`
<br />I
<br />2.000'----•I 2x )v
<br />�t�• L
<br />1.05D P (YIP.)
<br />0 REV. "E!~ HEADER �$ "U" HEADER I» ��
<br />-i• MIN. TO V Max.-
<br />LEN�GTH
<br />.374' (9 man MAX
<br />3DW°-84 so6T-T6AuaY
<br />a�1' a58 r _ a0- 474L�-_ 275 Moea 4..' I GENET
<br />L" I
<br />N0, 441R
<br />I • I a20r" + 1 .121 +, , . @ LOT. O '1
<br />STATE Of
<br />..2oW---.. SEE SECROS --- ••_ 4 r:'i •, F
<br />Q BUILD -OUT Mr (9 BUILD -OUT "F" TRACK 15 & � WASHERED WINGNUT
<br />TRACK ANGLE (7ASAAC 3 ALLOY)
<br />"-"To ANGLE e 6 1/4
<br />i OR at I2 1/r CA
<br />{I to' }} (MAY R RLvem) 'I,
<br />u 668"
<br />1:a'7T' I�
<br />", 1.015- f
<br />.ILIA' L.-1,Snn'.-j 1T5
<br />5" )•)
<br />If HEADER `! "' I �4 ANGLE WITH STUD
<br />._Ir TIP EDGE
<br />aF PAa3 0.024 (MI
<br />(-T-.�•-% CA.VA 20) STED.
<br />.375' w.
<br />PAM! r-e
<br />)
<br />0.375' ' a25o'A
<br />v _ L #
<br />H��J•`-"q--#SITED
<br />• o OR
<br />> .1
<br />.125'
<br />O nonow =..j
<br />KEY HOLE AT P NEL
<br />.813„ I aSEE SHEET 6 FOR ADDITIONAL
<br />UYITAMNS IF SLEEVE LENGTH IS 1 I•,
<br />", 125• { ONLY VALID FOR INSTALLATIONS INTO
<br />j WOW materURES.
<br />a Aw
<br />a amY xz� wo-
<br />x.aW
<br />750• 2W
<br />11 " @ �NANEL HANGER
<br />1 T 4' WIDE
<br />�Lt (USE ONLY FOR E-Z H6§NG STOW PANEL
<br />4' SYSTEMS 6063--T6 ALUM. ALLOY
<br />2
<br />INSTALLABON
<br />1/4Y UW SCRNS i 6' O.C. W/
<br />DETAM EOR SERIES 2 9
<br />NIQ EXISTING w_490
<br />1/4-0 LAG SCREWS i r ox. W/
<br />THREADED PENETRAA014
<br />ro E%iS1MG WOW NOYXW.
<br />100 E-Z HANG STORM EASEL In
<br />STRUCTURES
<br />(+J} Lgn. 25d' WOOD
<br />,'./� NEAOF]t REQUIRED
<br />1 1/Y Min. EO PFNETUTiM
<br />+ [UT O Ott LOGE
<br />TO EXISTING, WOW HfADi1t.
<br />WOOD
<br />-. / } 4 C-L 114x1' SJIS.
<br />-
<br />f. EA Door
<br />A r
<br />\ `, t
<br />' 9 FA &MS.
<br />DID Of Q
<br />^I�11 (SEE OETAq. f/24 k
<br />�4'4-�2D0 1t i" -
<br />S pl/7Aa/wxs/32•
<br />Vm tl4F.RW
<br />77
<br />�I I
<br />u
<br />1 4'M 4"
<br />ul
<br />a .' i•"ME IA BELOW)
<br />1/4'4 UD SCREWS i V "(O.iM LTDN MD
<br />1 7(61IK i Mlt i7Je OR.
<br />SFNlS two WY/
<br />1. INSTALLATIONS ARE ONLY VALD FOR BUILDINGS WITH AS.O. QF N LADS
<br />LID TO +68D. -75Z 90 AND PANB.'S LENGTH UP TO 5`-10'.
<br />P ff Na- 2 W/ �0.56 OR E WOOD MEMBERS ro BE SOUTHERN
<br />Si€ -- AND R£oLm Hi6 IiUN 11E OF BAN Al TOP M
<br />WEi1. ASP1iFAi CppEl<RON TO RUCKS C-0 OR(3] AT 81SEt1 OH
<br />LOBO OR 20W ePSTNJATON TYPE O! iE? 23. I
<br />NOTE Fm 'W Of SECBB,tic
<br />TOP At BOTHDM TAN LIE HXMSNED N ANTI I
<br />VMSY ro LINT ARF NiTALIATCf:
<br />err �
<br />HN Y. _n FRI�I:Ii1'
<br />MAXlNIU11# PANEL LENGTH
<br />L+- OR AL-- (ft) D
<br />lMXa9HM AS.Ti.:
<br />OEM
<br />PRESSURE RATINGo�..TAL1AnON9
<br />CONCRETE & WOOID
<br />t
<br />2Aa
<br />tY -a.•
<br />121-0'
<br />2AO
<br />12-01
<br />ff•-$,
<br />3CLO
<br />IV r
<br />TD'-r
<br />Jai)
<br />/o=to•
<br />rasa*
<br />4"
<br />4.1,0
<br />9•-6•
<br />D•-9'
<br />5"
<br />D•-r^
<br />a=4•
<br />:&a
<br />a•-r
<br />d'-o'
<br />Nta
<br />8-J•
<br />71-7•
<br />74Aa
<br />71-E•
<br />r-o•
<br />7sa
<br />r-3•
<br />6•-fo•
<br />Sao
<br />r-Y•
<br />6'-r
<br />.0
<br />r-a'
<br />a'-s'
<br />OLD
<br />C-?'
<br />0.0
<br />911-9•
<br />0=01
<br />tomo
<br />61-5'
<br />W-it•
<br />fo6,a
<br />6=3•
<br />a=a•
<br />Iran
<br />r r5.o11918
<br />i 4'6 LAG Sam" 0 51 D.C. w/
<br />!<• tTNAEADED
<br />I/ 7 %32• TO EXISTING WOW Hmm
<br />I
<br />POW RNET 4 994x
<br />or EVERY I i U END OF
<br />(SCE PETAL 1/24 6
<br />OVERLAP #
<br />OVERLAP
<br />7M7w(4"
<br />191NG/
<br />1T`
<br />9.
<br />-
<br />2 9/16• W..
<br />SEroNRATION
<br />ASS
<br />J8IN 32WA, }y
<br />IDARRY OVERLAP
<br />I
<br />.I
<br />r
<br />'r
<br />i
<br />e'
<br />{25ra• t1aF.)�
<br />6'
<br />CerA.
<br />TE
<br />I�fBVWAL/E. D
<br />RSADm
<br />�..
<br />T
<br />12 1/2, O.C.
<br />IMF18CRiWZ§TE Amm to "
<br />LAC SCREWS i 6' oe,. W/
<br />Mn. THREADED PEtI,T mom
<br />PPIAM AMFLAT
<br />FLAT
<br />• No. 44137, - 62m nRXn, `ML
<br />[ NN'i17�[TN-31.C11l,itl';L• d. , V
<br />..�
<br />. > 4
<br />MAXIMUM PANEL LFNGT
<br />H
<br />OR "L-- (ft.) D
<br />MAXIMUM AS-0.
<br />DESIGN!PRESSURE T8#0
<br />CONCRETE & WOW
<br />9NVAJATHONs t
<br />20.E - "•••
<br />•• !4'-4
<br />13-0'
<br />2"
<br />t-*,-fa
<br />If=r
<br />JNLG
<br />FT =B
<br />10=7'
<br />JS,O
<br />to' -To'
<br />a•-S•
<br />4NLit
<br />9'-6
<br />D -2•
<br />410
<br />9=1•
<br />a=r
<br />aaD
<br />e•-r
<br />a•-r
<br />-r-9-
<br />55.a
<br />8'-J"
<br />SD.o
<br />a'-0
<br />r-a'
<br />70.6-
<br />r=a
<br />6-ff,
<br />a"
<br />71-0
<br />01-5'
<br />$9.0
<br />7:0
<br />6'-J•
<br />Sao
<br />81--9
<br />6 '-t,
<br />9Aa
<br />It-7
<br />s'-Ha'.
<br />tomo
<br />01-3
<br />3'-fe
<br />TIRO-
<br />-
<br />6'-f•
<br />ttE6
<br />MAXMUM SEPARATION TO CLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGRFH
<br />WIND SPEED C 170 ..Ph
<br />WIND SPEED > 170 -Ph
<br />({e)
<br />WNiESIRNNED
<br />RESTRAINED
<br />UMRESYBAMED
<br />RESTRAINED
<br />30 OR LEN
<br />1'
<br />r
<br />8'
<br />6 1/4-
<br />733 TO 90
<br />t•
<br />t"
<br />7 LIT•
<br />7 1/2-
<br />a90 70 145
<br />1"
<br />1^ .._..
<br />7 Ilr
<br />7 112•
<br />}148 W IM3
<br />i V
<br />I .
<br />-
<br />7 t/2•
<br />1.111N6itt14 PAMrI I FM=14 flnN FAR A t.1VFN UntIAMN10 Mitt tTInN
<br />_..
<br />mom..`
<br />to]101
<br />D.
<br />2/4
<br />ANCHORS (SEE SCHEDULE QN
<br />-- SHEETS D, 10 &111 -
<br />c
<br />r -r-1--I-r-r-T"-T"r--
<br />AS
<br />Cent.
<br />Ijijl[t r 1 t +
<br />i`F71i1. iiiICP,
<br />V.1. "IS SCREWS # W D& W/
<br />1' W. THREADED PENETRATION TOEX69NG WOW HEADER.
<br />Cam WINO
<br />NUT7# 12 O.C.
<br />4 I:vA. 11441t• SAS.
<br />-i FA Be Re
<br />20 GAGE GALVANIZED STEEL STORiI PANEL Iwm
<br />F'P'9n
<br />.bM PROTECTION PRODUCTS, LTC. a'r BAY•
<br />IOOn SW. SI SRAiT
<br />WMf. F9. 3k1f4
<br />PHTaIIt tva+Xlea-t34s, FAX: g6416N-4Ta7 20-176
<br />O
<br />1/4. 3/4. 4/5, 5/5 # 5/5
<br />1 W/6, 2W/6, 3W/7 & 4W/7
<br />BOLTED PANFJS W/ 1 49
<br />Ks. MS. BOLTW/ d0
<br />(SEE SECTIONS AS APPLIC
<br />3• MAX
<br />1/4, 3/4, 4/5, 5j5 A 6IS 1" ON,2 4
<br />1W/6. 2W/6: 3WJ7 Lk 4i!/7
<br />ANCHORS (SEE SCHEDULE ON SHEETS 9. TO
<br />REGULAR CORM PANELS? NATIONCAP
<br />Ili M�
<br />D(1) L+: MI00RA1 ALLOWABLE PANEL LENGTH FOR A GIVEN REDS IRE AS.D. OiSbCi TAD. !
<br />1- MAX. At.LOWFBLE PANID. LEMON FOR A LIVEN NEGATIVE AS.D. OEM LOAD
<br />(2) PROCEDURE 10 ORiE mm utow i PAM LERoft
<br />MO A POSITIVE ASD. OEM LOW DETERMINE LUYLRM PANE. L04M %-++ FROM SCHEDULE.
<br />I t 06K AWO INTO WOOD ARE UNITED TO 3 95 0.4f. MAX ASAL DESIGN PRESSURE RATING 1
<br />44167 ';
<br />s
<br />TEOF
<br />ROLLED NG.
<br />95M
<br />24 OAR# GALVANIZED STEEL STORM PANEL
<br />'O
<br />PROTECTM PRODUCTS. �.
<br />,W>Imm
<br />?(i11*, 44' ✓ 94J
<br />�irws aaL WPNa #Y AW w
<br />DOMR 333/4
<br />FAAa
<br />20-175
<br />Pw , fXPl 4n-i419. P4 a atPl c,-LAST
<br />mWtE: (964)M-104& (66F 1f-6795
<br />Off" Na
<br />I]ENER L NOTES
<br />0010 MR 9 Y Hs A A6w1Y & s� Nun��aa (C) rD nv5RNG waoD Wg{ �F Fe F r �({Al�{ S s n.sv M N.7:
<br />1. STORM PANEL SHOWN ON THIS PREDICT EVALUATION DOCUMENT (P.£-0.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE - 1/4'Y TAPCON ANCHORS, AS :MANUFACTURED RY I.T:W, 8UIt0EX, INC-
<br />W{TH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSIRIJC'IION PRODUCTS,
<br />VELOCITY HURRICANE ZONES (UM -DADS / BRDWARD COUMTtES). - 1/41e LAG SCREWS PER N.O.S.
<br />DEMON WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A'BASIC WIND - 7/16'0 x 5/8' WOO) BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JURSDICTIO: WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ORiECTIONA1TY FACTOR
<br />KD-0.85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A.&DJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2^ AND 2• FOR ELCO PANELMATE PLUS
<br />3. 9 THR U 12 & 17. IS. AND PANELMALE FEMALE D.
<br />IN ORDER TO VEFORY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL B FIRST
<br />REDUCED TO ALSO. DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (AS.O.) C.2) MINIMUM THREADED PO4CMTION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS D. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />IN ORDER 70 VERIFY THAT ANCHORS ON THIS P.I:.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LADS WAS M USED N THEIR ANALYSIS. FASTENERS SPACING TO {MOOD 14AS BEEN DETERMINED IN C.3) MINIMUM IT= DISTANCE OF LAG WREWS. INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWNO
<br />ACCORDANCE WITH N.O.S. 201S,
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SECTION 1609A.2 OF CA) MINIMUM PENETRATION OF WOW BUSHING SHALL. BE 5/8'. 1/4` 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE ESMENTIONED CODE AS PER AMERICAN TT kAS OF SOUTH FLORIDA REPORTS �14al-01 AND +021942-09. AS SHOULD STUCCO OW, AND. 1' MNNAFNA FOR WALLS WITH NO 'STUCCO.
<br />1
<br />PER SSTO 2-99 & ASTM E 330-02 STANDARDS, AND AAERICAN TESTING LAS SOUTH FLORIDA REPORT �1T23.01-10 AS PER
<br />TAS-201 NO YAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF Tiff C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAN". STIICCD OD OR WOBOARDS REFOUND ON THE EXSRNG
<br />FLORIDA BUILDING CODE. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MEHTONEO IN C"I), C.2) & CA)2.
<br />ALL ALUMINUM'EXIRLISIONS. TO HE 6003--76ALLOY AND TEMPER :(UNLESS OTHERWISE NOTED): SEE: SHEET 2 (D) ANCHORS SHWA SH INSTALLED ALL OF THE RECOMMENDATIONS Mt0 SPEC,iF7CATRYWS Cff THE ANONOR'$ MANUFACTURER.
<br />3, ALL ALUMINUM U CLOSURES 105-FR1t ALUMI U SHEET METAL . USED AT C OSUU 54ALL. PAW 3 ALLOY
<br />- 6, P MAY Y F N 4
<br />PANELS ALSO BE INSTALLED HORIZONTALLY OLLOYAHVG 9TAL.IAIDN DETAILS SHOWN ON SECTION # THROUGH 6 (SHEETS
<br />4. ALL STEEL. SHEET METAL PANELS SILL HAVE SURUCTURN. QUALITY STEEL, ASTM A-653 GRADE. SO MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HF:A m(D &(D SHALL NOT BE USED.
<br />STEEL DESIGNATION W/PY. 92.2 kM (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL. 304 OR DIG AM SERIES OR CORROSION RESISTANT COATED CARBON SIM AS. PER DIN ATTACHED TO INSURE PROPER ANCHDRAGE. THIS SNUTfER SHAM ONLY BE ATTACHED MCoNCRETE. BLOCK OR WOW FRAME
<br />BINDINGS.
<br />SOOTS W/ 50 Hyi YIELD STRENGTH AND ED kf TENSILE STRENGTH AND SHWA COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.5.3.4. 10. EACH REGULAR STOW PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2, 4. 5. 6 AND ALTIESNATh'ES IN, 3W & 4W ON
<br />SHEETS 4. 5. 6 & 7 RESPECDYELY; BULL HAVE A LEGIBLE AND READILY VISIBLE MARINO NSTRUCrNG OWNER OR TENANT TO
<br />6. BOLTS TO USE ASTM A-307 GALVANIZED .STEEL.,. OR ANSI 304 SERIES STAINLESS STEEL, Wt7)f 36 WN MINIMUM YIELD 'STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: It. THE INSTALLATION CONTRACTOR IS TO SEALJCAW.K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIN1D/RAN INTRUSION
<br />(A) NO E CONC.3P1y
<br />POL.
<br />1/FXISTi4'P TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOEX, INC. (Min. r-3192 PAJ.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4• e x 7/8• CAN-4N ANCHORS, AS MANUFACTURED BY DENALI INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 1/4Y x 300 SOW -SET ANCNtlRS, AS (NST(68iITFA By AL POW SCREW, BOLT & SPECIALTY CO. 13. (a) TH6 PRODUCT EVALUATION DOCUMENT (PLEA.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />{ FG=SOD p.EJ.)
<br />14 FOR A SITE SPECIFIC PROJECT; U.P.. WHERE 71 E SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- jT1ht0 PANELMATE FEMALE D & PANELMATE PLUS .WCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCFS.
<br />- 1/4•0 ZAMAC NALIN ANCHORS. AS WSWACTURED BY DEWALT. INC, (4) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1} MINIMUM EMBEDMENT OF TAFGOV ANCHORS INTO POURED CONCRETE SHALL BE 1 SI4": 2" FOR ELCO PANELNATE AND BASED ON THIS P•E.D. PROVIDED HE/SHE: DOES TIM DEYIAT£ FROM THE CONDITIONS DETALED OU INS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE !S THE f7777TRALTOR'S RESPONSIBIUIY.
<br />1 3/4• FOR ZAMC HAILIN ANCHORS.,
<br />(G) THIS PRODUCT EVALUATION DOCUMENT WILL B£ CONSIDERED 9NAUD If MODIFIED,
<br />A. 2) CALK -VI& SOUO-SET ANCHORS SHALL BE. E.MSI DDEO 7/8' INTO THE POURED. CONCRETE. N0 t. DMEW INTO
<br />STUCCO SMALL 6E PERMITTED. 1I4` 4--20 SCREWS USED SHALLi 4/2" LONG MINIMUM SiNO!{.0 STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SHALL BE P1ffPARED ITY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1` MINIMUM FUR WALLS WIN NO STUCCO. ANO WAY BE HEADED SCREWS OR ALL THREADED SCREWS. W/O HEAD, ENI.TtNEE7R OF RECORD (E.OR.) FOR 2HE PRWEGT AND WMD W[IA BE FIESPONSIBLE FOR THE
<br />BUT WITH WING NVFS,. PROPER USE OF THE P.E.D. NEER OF RECORD, ACTING AS A DELEGATED ENGINEER TD THE
<br />P.E.D. ENONEER• SHALL SUBMIT TO THIS RATTER THE SITE SPECIFIC DNUWNGS FOR. REVIEW,
<br />A3) IN CASE THAI PRECAST STOVE. PRREECAW CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLODR, ANCHORS SHALL. BE LONG 00" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHED. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A,2). ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) TCS L'IOSTINO CONCRETE P, nN e-m+; 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- t/4• a TAPCON ANCHORS As AWdUKACT7ilffD BY L T. W. BUILDE%, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,2 OF FLORIDA BUILDING CODE ONE LABEL
<br />SHALL aE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17091,3 OF THE
<br />- 1/4' e x 7/8' CAR -IN ANCHORS, AS MANUFACTURED Ely DEWALT. INC. FLORIDA BUILDING CODE.
<br />- 1/4•0 X 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO.
<br />- /14-10 PANELMATE FEMALE 0AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PPIfpftj1
<br />1/4' I ZAMAC NAKIN ANCHORS. AS -MANUFACTURED BY DEWALT. INC.
<br />�7.
<br />ELI) MINIMUM EMBEDMENT OF TAPCON ANCtIORS, ELCO PNNEWATES AND ZAMAC NAILLN ANCHOR, INTO THE U�FNS •;✓.Qsy. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone
<br />BLOCK UNIT SHAD. BE 1 1/4•. s
<br />M� FA
<br />B.2) CALK -IN & SOLD -SET ANCHORS SFHAL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. ND & 'd17044 67 :• exaR TAt9ca NC 24 GAGE GALVANIZED STEEi. STORM PANEL ola�nl, ft
<br />STUCCO SHAH. BE PERMITTED- 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOLILD�@70Sf, * - -- - at1�/2Pta
<br />AND 1' MAXIMUM FOR WALLS WITH NO STUCCO. +rL STATE 9 LOBAi. PROTECTION PRODUCTS, TLC. AVE
<br />IL. ECOINC
<br />rya .
<br />8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUN FLQ ( k til 4WD Shc PI SIRW
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE LIMN STRUCTURE BEHIND SUCH P [� R \\\ - 19 "' P. a ARM. 41A�°• n m INARL FL AI.314 20- f 7S
<br />y •• 0.0 4n+,Ma. «.. aw 4INIW mils: (9SNRtl1"7a4A rA6 N9E4)6lg-W/9T
<br />=TJp "`"n,..Zi�
<br />ANCHORAGE SHALL BE AS MENTIONED IN &I) AND IN 6.2). N1i rA-aDaelly . Wa wx. wrr m alli INN
<br />AARRn13NOt aLAn' P.£ STAI/96NATUNEjbI:7E +
<br />I TER A TXAX q'- 7J6 ,RmT i a 1w
<br />INSTALLATION DETAILS FOR REGULAR PANEL (!3
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />( C4 CPOUREBLO(DK CRETE "`QOR COONCRETE BLC G POURED IE
<br />lREDOURE{7, // REQUIRED.N-'-'"
<br />CONCRETE ANCHORS CONCRETE ANCHORS f
<br />(SEE S(2EDULE ON-'-'", (SEE (SEE SCHEDULE ON�
<br />SHEETS 9 THROUGH to) F-'4:1. SHEETS;9 THROUGH 10) T--� REOU'T£ 4POR m
<br />I CONCRETE Rog(( 3 4wa
<br />1I2" i 1/4 I {/2• Ile REQUIRED. W ,A MAN.
<br />aLL
<br />CONCRETE ANGHGNS
<br />(0I (SEE SCHPDUIE ONL„-, I �
<br />ED. I E�. �� , SHHEE75 9 1tWPUGH 10} T i
<br />It
<br />F--fin_ t/4 eOLA 'Y,�_ t/4 60LT3
<br />i SEPARATION . I (m � K - -+gBB SEPAATION
<br />EXISTING ('--TO GLASS
<br />(� 70 CLASS.
<br />SCHED�ULE { : IBaM W9R Y-e'I 'L• Max. "{SEE SO4EOULE � I NBWI aai T-BI i I
<br />G1AS5� ON SHEET 3} PANEL LENGTH ON SHEET' 3} ....-F-__.
<br />W. SEPARATOI 1
<br />ff t ' SEE SCHEDULE I 1 ( D
<br />LHaN.
<br />10 GLASS. 1
<br />i I ON SHEET J I I PANEL LENGTH
<br />PANEL LENGTH -
<br />SEE SC i
<br />(
<br />HEDULE
<br />1.-_ .._._f...._.._f SEE SCHEDULE
<br />CONCRETE ANCHORS _. ._:- - (-...,1,-._ f E--" -- y` ..-1- ' (SEE SCHEDULE L ON 3} 1 ON SHEET 3)
<br />{SEE SCHEDULE ON - ='=-- 1 a t ; ON SIHEET 3) i „_-__
<br />SHEETS 0 THROUGH , L [ 5� It , '• , t
<br />tMo. i CLASS
<br />f t 4I It w20.I• I 1 OF 17 f I E
<br />E.D. 1LM 1DLte , i \:f
<br />y fj WIVE 6.t/4^ac. I+
<br />L 1 7
<br />H E.O. I € E. s t..
<br />. 12' I .._.�._--..� _ ._d tO13TItHO POFm
<br />/ G(xaDaET£ OR I o 1a 1/2 Dc
<br />,'' I ` t sEeliam r yr tlrt CNCPZ E am j ✓ ( j 1 00NCi#.7E ANCNOTS_ V I I
<br />1--•CQ-i-"E i 9Y ULE ON
<br />M.
<br />Ms w/ Mrt REDLIREI7.gHEETS DSCHWTHROUGN
<br />7ERNN,ff -- I MAR. ,•., f w/i,� ONLY WHEN S01�
<br />LEG LOCATION
<br />SET & CALK -IN ANCHORS i
<br />NCRETE
<br />ABE USED & W/ wNEN =,EXISTING� BLOCK
<br />ARELMATES
<br />ALTERNATE CONCRETE ISTNG POURED CONCRETE CONCRETE ANCHORS i ARE USEIL REQUIRED.
<br />RED.
<br />AW-40RS OR CONCRETE DOCK REQUIRED. STAGwn w/ sfl�-
<br />(SEE SCHEDULE ON (NEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10)
<br />MOUNTING
<br />SALE 3/8:1• .(SGALE 3/8�1' 9CAU,E3/D+1•
<br />iGENs FLORIDA BUILDING CODE Nan Nf h VelocityHIM cons Zone
<br />offm .�.�..�..... . 44167 = m1Fina. *a 24 2! GAGE GALVANIZED S)'Eli STORM PANEL ,•m:
<br />E.D. "EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS:
<br />(SEE SCHEDULE ON :, STATE D IL E.0 4 swc GLOBAL PROTECTION PRODUCTS, LTC. SAE,
<br />T� 1ST BOTTOM MOUNTINGS CAN BE T •. a xE 0 P 4mD iW. 6i SIRBT
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY-N'UR10* wP vTP. PL T4r. PA"w H1PweR a ANw DqW, FL aAts
<br />INSTALLATION, iy ac a;\ 4t'7 "..,, TANT� m-Ant mint {964Xiw9"7646: mac (l64NIN-ww 20-175
<br />0 " oaN1INc ft
<br />y'4 1 W-400trTt9 aan-+q-
<br />NfINN '6g1TR.A M. Pi 4,P ia SHEET 4 Oi to
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<br />INMLLATIQN DETAILS FOR REMULAR PANEL 7
<br />INTO POURED COBETE OR CONCRETE ,BDICKSTRUCTURES INTO M STRUCTURES ,CTURES INSTALLATION DEMILS FOR REGULAR PANEL INTO WOOD
<br />...
<br />;�
<br />ALTERNATE CONCRETE y WOW ANCHORS ) { TO CLASS. I
<br />COCREfE ANCHORS SClIF1RI<E ON EXS7RNG PDURm CONCR }
<br />..,}�/ /`ZSEE SCHEDULE ON € //4wms,• F __��_�-(SEE SCHEO3) 1/4w21«Y j J% tALTERNATE LEG
<br />EE
<br />SHEETS 9 1 Q � ON- omm POURED � i SHEETS 9 TIM�ONTH to) OR CONCRETE POURED
<br />CO CI'E-- I 'k,,. <. f sNE£T 1T) rr' ({ f'-"'" Ss..N0 NW4• Olt ; ON SHEET 3) 1 op p i CAM REpU&Ea a f /' } - ff-taFA710N
<br />ADEOVAa OF EXISTING WOOD
<br />REQUIRED. - r TERNATE LEG CREQUIREDONCRETE' ANCHORS % ,/ i � • / i r t �I H t� � ' 9eemH INN r-a'iPAA�L LMm ENGTH
<br />SEAM TOO BEETff• ER ITT
<br />i J s / �3� • }d -
<br />--�.�,D TION 4 f
<br />EwsnNc Powffo (SEE SCHEOLU ON w� wt 00 ANCHORS I GI i I (SEE REMIT ARCHITECT PRIOR TO SFILTMUt f I LT
<br />CONCRETE ttEgtl SHEESS 8 THRaXIH Y. Z REWIRED .A A A 14)
<br />(SEE SOt#DULE oN f Ii) • 1 1. t OI s 1�FOR MWALLAT N, YDW ANCHORS urEwu7E WOW ANCHORS iI ! 1' IDn. .--
<br />/! / ;- • ,. Ile SHEET 11 tf 1 c - at i rj i C ,�,Ai'x,• Nlx w9e1aN 9aFn
<br />f ,. s,. 91i4,• IR3s ,W t - OL I ` '"•"' SPACER QF 'L• SHEET 11} SHEET 11) A /i•SmS. MJaiXlt
<br />t
<br />1/4
<br />r -- >>'- xW ewaa m wueW NXI 1/s 1 z
<br />MAX. -� CONCRETE ANCHORS�,y •. ` 12 ItY O.C.
<br />LA6. W/ XY9 , 11F7L A 1 / I. I # e u oe I 1 Sk7[ t 1 (SEE SCHEDULE (� SCHEDULE 1 1 / I 1 1
<br />MIX
<br />{SEE SCFFIEDULE ON , - I 1 's. Jz",., 1--""'"---I Y !REQUIRED2" A i 1 Ea; 1/4•
<br />E 1 I • - - I Min. I -- - 1 R 1 MAX. WI700 HEAD I t
<br />Skins 9 THROUGHi 10) t/4y-gAs.. 1 E.D.D! ; t+ / / 1 1 EO _ -- i i -""-- -i REQUIRED 1 14•a•-tI`
<br />e w4 s 1 t Maz. sr I - , ,f '# -- 1 E'ASTt}IG� V I ' 1 a 'T"._--.9.". Helm 1wLn S
<br />NC_eE C I I .PANEL LFI4CTHT t + R . "..•• !! WroW /N+GHDRs %L
<br />:a.=,. a... •. I 4 ( I_ i GLASS '� 1 I / t I I w 6 1/4• ac ,.
<br />_.I I i f. P + # I T + !i" MAX, LONG AUR9NUM SPACERS 12 ,/2" i I. (SEE SCHEDULE aN
<br />S j !
<br />E. / t ( SWEET ( - H t 1 d t. y ! TI 0•C. SEE TABLE 1 ON SHEET Ii l 1 SHEET It I)
<br />T4,"ZT i AR ! j�`'1 i ABeo. f s }It , F SEE NOTE 1#`U:Ow FY1R tFMTTATWNS FOR gytt,• I I
<br />i „�f4wz6,H` 1 1 3 i SEPARATION ! �-AD TDR SPACER L SEPARATION � 1. +L" MAX 1 L" MAX I ,I � 1 1 a• LINO SLEEVES. EPARADON TCY (/7^,},
<br />s& 9oLT6 W 1 TO GLASS, I '& (.-- 7D GAL54. i 1 i PANEL LENGTH I I / I ^'•� I j 1
<br />ON SHEE13 .PANEL LENGTH { L s ; I t ( --j GfAn•UEE I i
<br />ON TO GLASS. I Ili'A-2OAt* Q I (SEE SCHEDULE 1H'A-2ae1• 9 H1 fa E (SEE SCHEDULE L DICE SpLEiNX.£ 1 1 (sE'E SCHEDULE L . tgt) tt1 I r r 1 I
<br />E :.. 1 LfA1MFl 6AR s-s•) .. S,a, SODA W I ON SHEET 3) t ,.:. I k 2: i.. PAM! MATE FEMALE to OR PANED. MATE SCHFbUii I I/si-2o-l• O
<br />{SEE 5109mU1E ON I S+& 9DtTS' i € ON SHEET 3) i _ '._ir PA IA SPACER. O1N SELLER J) i. _ _ - ON SHEET 3) 66 t .w_.,- 1 ON SHEET 3) 3_.._ ._sR 9a.Ts w f E ... MG,. SEPAIATXHV TO CLASS...._.. 1
<br />,. I 1 1/4w24t1:• <, ,.-_.�...�._ __.. ( i PLUS (SEE SCHEDULE Oi...$HIM 11) T � ! T' {SET' SCHmUti GN SHEET 3) I I,4M-1b1• 'i." IjA9{. L
<br />i �1 PANEL. LENGTH �{.... _, v. _ S"EET_3J .._...._: N......1 r v Max. I.m....a,...�i....�._ _.w-_•_7 f• 1 1....... __.:..VA.-�..�._ .:_.�._;..1.....:_: IT& 9a11s w I -,_- $. l (� u�oeAN t> �:w•I " i F-M-._.. ._ c3G>!an w Fl4Net L.Ei4aTIM
<br />(SEE SCHEDULE f - M� L8FA1H a6R T-6') PANEL. LENGTH L /`I f- T" A ML - , 1mr1, �_:.tA �.�}.. E 1 1. MAX. M- _�. �----..._._....-
<br />ON SHEET' 3) L 1 (5£E SCHEDULE 1 I 1 T-- iVaC RTe.RwO: SEPARATOR 1 ._ _ ¢r E M _._....,- _.. .� :- _.. y.:--.... (SEE SCHEOtAE
<br />1----.---.--1 PANEL F I ,,@q6N aaM Y-ai O7 SHEET 3)
<br />F305IING TO GLASS, 1 2`X4• WOW L
<br />t SEPARA110N 1 I "Am"frt„i 1 ON SiNEEi 3) T i 1 uw9nH ,STET Y-9') ELaSfiNC_,_ I , (SEE SCHEDULE FX
<br />9 TO CIO«'. L 1 1NA55 1 (LASS { I F1i35--tit GLASS a.(SEE SCMEDLAE_ I I PLATE 1'ffWIRED i I ON SHEET 3)S1ST1Fi�C/)
<br />(SEE i Sox i ( j QN SHEET E 1HT WZ SPACER
<br />l I ( I OF 1 1 OF c. I I L__-,'. �� t .. y- ALTERNATIVE 2WA I ` _'.-. =�V` - 1 j
<br />1. MAx. "fry f 1 LHA%: I I 1 i-� i ..t I F i 5 ' sC1J.E 3/e..r i 1 T ,� QF
<br />ED. - • 1 I - 9PASX'1R 1 50S I LJ SDIC i - /1 O 12 1/2" O.C.: SE£ TABLE Ti ON SHEET 11 FOR MA(. PANEL LENGTHS & i I OF 1' H 1 I
<br />1 ! O 12 i/2. O.C. I---.-...N.�w.-_.J E l : L]:iCiHf 1 ; I OF 1• j i MAX. AS:d DESIGN LOADS FOR THIS INSTALLATION.
<br />MAX MAX'
<br />6 I _.J-- i I 4•rIm11IfM. �ITs �_- 1 ....;{s O 12 lf2' O.C. t i s` �-___. 1 # H - EF I/2.
<br />EQ
<br />6 NO FINISHi I , H/i'r2ott,
<br />W e a 1/4• o.c nn woos
<br />CONCRETE ANCHORS tj �•�, CONCRETE ANCHORS
<br />I EQ
<br />L..FI i.t (SEE SCHEDULE ON ; �,-..:....� i 3 I' I ; f i i NUW ANCHORS #%k E' A.LQwED t '--------�_L._"`_...-.1 1 I I "' g'7y e a ,/.• a[.
<br />EXISTING (SEE SCHFOtnc ON `L,J � (�-'
<br />OF WALL OR SLAB 'Stit�iS 9 T1NRwcH 10).. SHHEETS 9 THROUGH 10 H.-.L II 12. 1/6" LQNG.MW ALUMINUTA ) i { 1 O } , STAGGERED W/ STUD
<br />I 1'+ t 4
<br />REO , / ( CDNOT10Nj - NO POURED OOFMRE7£. ACERS DESIGN 6 1 4"AOD.C.PY FOR `•. _-_ 1 I 4tt i + ''. SRiCER 9A MAY I f1"2• LONG ff:
<br />.. 4 I { I ( 1' t T: # {fSI�EE 11SOH)EDULE ON WOW 2'x4• WOOD
<br />` .CONCRETE, (ROCK EOXISCIONO. PO RETIE f. LtJiGDLS PER SHEET 3. �. 44 •, '�....1� .. y„ } ' : (1) 15 iMRW m A ONE SIM BUILDINGS WITH t6•-a• )_ I�____," EGK REQUIRED kk,j i 1 ,,. 1WCFIQRs
<br />CONCRETE ANCNOR4 „Y i REQUIRED. REQUIRED, CLOCK t' MAR(. LONG ALUARBVI)A/ SPACERS O a x4 WOOD .. ....1..3 �:/': , I I)( ;t 'MIL LIEN LRW3G tinSN tlftld R A 11kSRIaO11lI1 FRCI AN WO00 ANGHO9.s ''•"-'^,_--•-•-- ._-I REQUIRED „n }
<br />(SEE 3QNEDla.E jI. PLATE REOORR. P . ` D. ANCHORS : j } MMMY2 fiR v aNNG1FD oN SIDLE 11)w (SEE SCHEDULE
<br />ON, Po � '"* 1k+ IDSCl4ULE ON D_ n: -•---» 12 i/a' O.G. (SEE TABLE r1 ON [ - '-° I• a«L +91YAUTaN ra IXAE6 0i10A11m X+E wP1QD
<br />SHEETS 9 T7#ROL1Gtt 10j SHEETS; 9 &: 1a.) ; - I j 57POOERED W/ STUD i2) AIiNDR6 WTFFD T1WJ HN7HN�ar8N1 9A O°At( MATE FEMYVE m OR
<br />SLEET' t t} ,r , I ON SNFFT 3 SLAY eE RFORX:g8149)4" Im lA7E REQUIRED
<br />1 € I o (9 1$CNEnUIE QN TH E POUOWM OLRa1RlONa A1IS '^ �' IN,TE 9NAU ffi::IS9M MAmiRRt AST a 1/i' 0.C.4W - 1 .SHEET
<br />PNMM
<br />ADIRECT OUR WSPACERS ORti } } ,,.,, f • m AMYip % Pxt
<br />SCAE 3/A.1" SCARE 3/B.T` "y-,"t 4 - •l11 Ca moxmiu a svm PANEL uwm 0 (N N nmLl LMAX 24 ONCE PAMM UNIVIN S.WMFIT wAIWO rop. L�ELHOTEe NI.OIMrDOa
<br />ST74E 31a-1` y 7s" C UN AND FLOOR MOUNTING ■ (Ce'�.I/`
<br />(3) S11X@I PAax wKTALOpI IS OMY tH I ii:" Wxv 6FAeER Oat E1R /wA &MCI aE As E ONLY
<br />oN '^-� BUILD --OW MOUNTING \ �/
<br />W" mou ma1w[O AN FX&WIS w'OW. mAA[ wWu_ SCALE 3/apt• .ART` z 6$tA.uRat aF I s/r Caia 6wL SI A RD Oar "PERNATIYE 3W
<br />E °isaa sTr""DaIMR9 Am '1Ne= (TM'ei a ASrMFLORIDA �`SCA,E 3/8-l' ALTERNATIVE3/-1 4W M
<br />pM11NNINl/ SCALE 3/8.11 {i} ZVIRAUSPON ONES
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<br />.��'<ERA Tij�A 11EiTAr` �:' NOTES, %
<br />�.: Vwl. �L.''`"9 ss FL�IDA BUILDING CODE Nan High YabaD Hurriaane lone � NOTMC'EI11+a`'••,`� _ FLRRIDA_ @UILDINC CODE Non h Yaloal Hurriaona Z#ne NOTE FOR COMBINATION OF SECTIONS: 1t NO. 44167 FLORIDA BUILDING GODS Mort h Yaloa Hurricane Zone)
<br />8 / • 1 i. INSTALLATION ARE ONLY VALID FOR MAX. A.L ti t = "off, ntem. m 24 GAGE GALVANIZED STEEL STORM PAIiEI. F.P. Q
<br />O. 44167 i1 TOO• INC, 24 GAGE GALVANIZED STEEL STORM PANEL FA' Na7F fQ>T Ct3lLINA7taN OF .^*CTIONS 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. - 2. N(), 4$167 ° 1t1�o• 24 GAGE GALVANIZED STEEL STORM PANEL N" TOP I BOTTOM MOUNTINGS CAN ANY
<br />DESIGNSPER
<br />PRESSURE ON
<br />p T AND PANEL LENGTHS •c
<br />DRUM.. ef' DESIGN PRESSURE E*AT1NC (pat) AND PANEL LENGTHS a * S * ? aMHwI 6I: COMBINED 1N ANY WAY TO SUIT ANV AS PER SCHEDULES ON SHEET 3 -A .• STATE OF �.
<br />NOTE FOR COMBINATDjf OF„$ECTtaFiS: s ,T•Y mJ2tI2HH9v TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s w INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD. S O,A, FL `+ • C: .� nv"wN sr z
<br />E D. • EDGE DISTANCE I�E G INC. GLOBAL PROTECTION PRODUCiSM TLC. 6cE COMBINED 1N ANY WAY ro surr ANY ALTERNATE 2W) :, STATE C L PROTECTION PRODUCTS, TLC T PI W FIC C Q 8AL PROTECTION PRODUCTS. U.C.
<br />(SEE SCHEDULE- ON TOP & BOTTOM MOUNTINGS CAN BE ssY'•:. A`J DD' n " 4ma SAT: at STREET INSTALLATION. j-I�L3 467E S.W. 61 sTN3i ti� •••• 4w S.W. Ell smw
<br />9 Ta. L fi ARI uw rs n,. FED. PRvq nalroN SAYE TL 3Str4 - .. OR1D ,. �� IMt A DENSITY OF Ob5 Op iHOERNWd.. NE No 2. / SPECd '4 NAL ' a�LNa� A Ilfl.lC
<br />SHEETS & ,) COMBINED M ANY WAY TO SUIT ANY y • •.,..,.... 'Cy. _ • my :. 7 - =0 -6T97 20 175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD a� ,...,,.;,• ar''+'in - fr. #,, m.. m vw,wA4 awmm, N A„41 OA«E A. 777hH 2O-1 5 'TA/Ii1/11111HM« x9 tp tl, W aPA WgI4A WT4ia R ANM AMW. FL 3014 20-175 z
<br />«., a7F1'im tAMN. n t � ,1N (+A4M9P- SAIL DR64XM �./' Fx.m, LARRPt A1,^+"x - PeNNE, (W)4w1-7M6, FAX- (N4)N4-dT67 7 _ Nms' Peialq i,-tSH aaWE: HM47Mw^]aa F.IMh j�+)aN-a73t
<br />INSTALLATION. JO(y(„E t _ 4M,r eNaPr.N. «.. qW 1INMING Na MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC J E1 -
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<br />DENSITY OF D.55 0R EOLIAI.: tAMNNRR 1E W#TDN.A Y9I" Jy. 1gJi. , + SWET 6 a ,a ,.
<br />AnfININBL�TVRElOATE. Id A'fddRlt» P.C.gR.Lt 6 aF i6 I
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<br />SHEET NO,
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