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<br />MINIMUM 8E� 'ION
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<br />♦66.0, -7"
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<br />V. 2', 31,. ;'W.
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<br />+080. -76 3
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<br />7
<br />x /6
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<br />-
<br />a' & :1W
<br />x T/. IK 4-
<br />1F S1 ZlfiK1M ti RC1Ml DF PUVEiS. t W1NU'IAR AT OVERLAP & 40X OF PANEL LENGTH
<br />i 1 4 •.
<br />AniL7� 0=1
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<br />AS DXIM
<br />WA" ANDIG7s S ACM FOR L B . 3 t/r -
<br />APPLICABLE TO
<br />5ocnoNS &
<br />ANY COMBINATION
<br />P' THU
<br />tMilYLM1 PANEL
<br />LOMeMM , (M.)
<br />PRESSURE
<br />RATING
<br />1WOaN8
<br />GiLK-iN
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<br />m R1XW31EtC
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<br />12'
<br />A N
<br />---
<br />N/A
<br />/
<br />12`
<br />N A
<br />/
<br />(TOP)
<br />T 1 `
<br />a e
<br />O '
<br />3'
<br />S•
<br />4'
<br />b`qGO
<br />4
<br />1.(BOTTOM)
<br />12'
<br />3°
<br />12,
<br />5"
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<br />6'
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<br />1 901TOM)
<br />1 4-F
<br />58.0, -7a�:3
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<br />/
<br />N / A
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<br />T2 2
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<br />2'(BOTTOM)
<br />70' OR LESS
<br />7"
<br />N/A
<br />5 1f2`
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />12`
<br />N/A
<br />12".
<br />N/A
<br />9 1/27 1
<br />N/A
<br />a 1/2-
<br />N/A
<br />3' (90ITOM)
<br />12.
<br />N/A
<br />12`
<br />N/A
<br />12'
<br />N/A
<br />12`
<br />NIA
<br />4' (TOP) I
<br />12.
<br />8'
<br />12`
<br />9 1/2"
<br />12"
<br />1 11"
<br />i2-
<br />II'
<br />1 4• (BOTTOM)
<br />AN M m fl -.t. AS.O, DESIGN MIRED 68- p. PRESSRE RATING;
<br />♦,'TEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR 16WAA ATIONS INTO WOOD
<br />FRAME EXACN6
<br />MINIMUM A ICHOR SPACINGS AND MINIMUM ODGE DISTANCE oON THIS
<br />ULLEFOR IRUN N ORON SCHEEILLE $Oe ANCHOR SPACING
<br />BY M)11MLYR0 SPACING OSCDI£ 6Y THE FOLLOWING FA1GI$, FOR
<br />THIS U70 BEPOISWILE DUD SPANG OBTAINED USING $ '
<br />NOT BE LESSI1Wa MIRASPACING ]NOI'AtFFOR EACH ANCHOR TYPE At
<br />AKAORS YEEDiC.
<br />Allow TOE
<br />1/4'-
<br />Tl41
<br />i/4'I
<br />1/4`A
<br />TPWN
<br />GAX+eI
<br />A" ANCHOR OV960 DAL)
<br />3
<br />3
<br />3
<br />2 iA2
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<br />Loa AW,3 ebeaW OPkk (w.)..
<br />3
<br />3
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<br />•I--1- REQUIRES MF DISTANCE BETWEEN BOTTOM OF PANEL
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<br />COMPO ONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1')
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<br />I EDGE E0 MISS IYP, I • OI , :'. t.D15`
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<br />_--------------------iTTa',1 im''•)
<br />1 STORM PANEL
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<br />AN,
<br />i ?'11
<br />133' _ e.270' 3 1
<br />D"-` 00, I -
<br />' 1e 825 4.375' 0,2s0'I
<br />F� .250'"^-`_` 7 4O7" e.629' �.-./ ...._. ' L. i
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<br />f 4124---+75Q`--- -SEE SHEET I FOR ADDRIONA
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<br />- l.2i I g y►ASa■EVE . _ (tYP:) WOOD STRUCTURES.
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<br />"'4, e Op) 1MN. o^Q'� Tum
<br />. aIe 24 GAGE GALVANIZED STEED. STORY PANEL 'N,
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<br />(� mr ' t is vp 123' +,
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<br />ALTERNATE CONCRETE
<br />CONCRETE ANCHORS „- BEEE# LEDULE fOilGfiETf_.�w,,
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<br />CUMRO SPACERS A
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<br />SHEETS 9 THROUGH 10} III
<br />SHEETS 9 8 10,)
<br />WALL MOUKING lMSECT�T►IOj�U�Ka WISEAs4El It OR_6A
<br />SCALE 3/e-
<br />SCALE 3/8-i' I'
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<br />0.44167 -
<br />- 24 �# GALVANIZED STEEL STORM PANEL
<br />z llPAA4M 9n
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<br />ALTERNATIVE i BU11D-OUT MOUNTING
<br />SCALE 1/C.1-1. •,
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<br />(l(ANTTC((Q�]Mff��� A�F NET •'iW
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<br />_ 1 FLORIDA BUILDING CODE 1i1 h Vet HMFrIe4 no Zone
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<br />PRESSURE RKTM
<br />CONCRETE & WOW
<br />INSTALLATIONS t
<br />26O
<br />W-Oft
<br />12'-01
<br />23.0
<br />/2'-0•
<br />W-a'
<br />jaO
<br />T r'-8'
<br />NA-9` :
<br />,S:LO
<br />NO -IV'
<br />W-Hr:.
<br />40o
<br />7Q•-1"
<br />9`-4•
<br />O&O
<br />9'-B'
<br />1-9'
<br />60C
<br />P'-f'
<br />1-4.
<br />60.0
<br />81-31
<br />Y-71
<br />8'-o•
<br />r-x'
<br />70.10
<br />r-8'
<br />-
<br />-FEN'-no
<br />7'-6'
<br />8-)0' -
<br />00.6
<br />7'-2'
<br />8'-.7`
<br />b-9'
<br />2 ..
<br />10
<br />6,-q•.
<br />g___F
<br />_2
<br />100.0
<br />1 rv_r
<br />1 8•-TT'
<br />105,0
<br />B'-3'
<br />S'-9•
<br />170-0-
<br />b=r
<br />uf16
<br />I
<br />5'III(`lP PAHWni - W AIN7M Al 1=APN
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<br />-L+- OR -L-- (ff.) D
<br />MAXIMUM "O,
<br />PRESSURE RATING
<br />(P-1.) (+ or -)
<br />CONCRETE & WOOD
<br />INSTALLATIONSt
<br />L+ I
<br />L
<br />26.0
<br />14-4
<br />t3'-0•
<br />25.0
<br />Lr TO°
<br />I#-Y
<br />JAG,
<br />If ' -Jr
<br />tD-7-
<br />MID
<br />TO f0
<br />9 9•
<br />•1P.r3
<br />0*-4*
<br />9 _`
<br />450
<br />a,-;*
<br />8-7`
<br />SOD
<br />91-7"
<br />0->2'
<br />Sw.O -.
<br />8'-1`
<br />1-9''.
<br />Sao
<br />&'-O•
<br />F'•5*
<br />INS-&
<br />71-e'
<br />T 2`
<br />70.0
<br />7'-3•
<br />6=IT`
<br />73.0
<br />1' 4'
<br />6'-B"
<br />Sao
<br />71-o'
<br />6'-3,..
<br />Sao
<br />7-O-
<br />61-11'
<br />9010
<br />8 9'
<br />6'-T'
<br />9510
<br />6•-7'
<br />I S`-T0'
<br />roaO
<br />!-::3;
<br />To:O
<br />8'-3'
<br />I160-..
<br />-
<br />3•-i:
<br />1 75.0
<br />-
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<br />MIN" SEPARATION TO GLASS' SCHEDULE
<br />EMMIMUM
<br />L LENGTH
<br />PAN(In)
<br />WIND SPEED i 170 1n.P.h
<br />WIND SPEED > 170 m,R,h
<br />UI
<br />RESTRAINED
<br />UVOIESTRAINEO
<br />RE5TRANEO
<br />30 OR LE55
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<br />1-
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<br />6 TIC
<br />>33 10 BD
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<br />7 1/2-
<br />: 7 1/2'
<br />>90 TO145
<br />1'
<br />1•
<br />7 1/2'
<br />7 1/2'
<br />>145101
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<br />1 32'
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<br />1 I
<br />. , I ) • _ - ^,,, 1 }) i SHEET I1) (1) INSTALLATION IS UNITED To A OW SM" BIAUNFWS WBII IW-6`
<br />11 (J 1.
<br />yy A 1 MAX IEWt NOWf DI A Irk FROM
<br />� � Clctts�.. l i ANY
<br />2 X4 WOOD ,,,, w.2..-). q i 3 �. I
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<br />1 I, ,, ij o Sr. Wf STUD pO � � y ,�:U.^*'�-1 ( ' _?".4 WOOD G (>IEIYT y FIOMAC W OR
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<br />`' ) 1 I I, S BEET
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<br />` IF .Y FRGWI TZ 1/2' G.D, RPAOIIo A6LANED ON
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<br />. --1 `�i-. (23 MAXIMUM S1LRM PAIR LFAWN 8 (RUE B A MSIRCBON FROM lAMM PAM LEKR6 ALLam am
<br />WALL MOU+NTINp1GF�fpWDIR�EC�T MOUNT Bdt AAC SHEET 11).
<br />n.
<br />WALL MOUNTING W SIM PANRL AOfALVIRIN 16 ONLY � ��EI,iYT]Ct:�, r r_ L!F (41 t,, ' MIC V ATAI Or f IJY { COMPONENT #Wk SHALL BE A OOStNN�= ON
<br />SCNi J/8 i'
<br />L Ar . E W IT0 AN Fxtnw wom FINK WALL w4m IN WIND ZOW 1. 2 AND 310 a MUD We ASTM
<br />SCALES/8-1' N) IAGTAILMIOIi WUD pA.Y FWt WINO 6 S AM THE 2G2o 0% PInpI) OF THE ROW
<br />VJRDM
<br />IMi, 2. k 1 PIR ASM I MMAMNMNM%
<br />�"� `_A rr. ,.
<br />NOTES: `'"' { E111f�''`! FLORIDA BUILDING CODE Non High Vitloofty, Hurricane Zonj
<br />I TI A N i R A. T. N$TALIA ON RE ONLY VALID FOR MAX. A S £ omm 1XTFc0 .P.
<br />A AT F
<br />NOTE 0��0�: �a� 5 N0, 44 � 167 -
<br />- 24 GAGE GALVANIZEDSTEEL STIR M PANEL
<br />GANwt m:
<br />DESIGN PRESSURE RATING (p.s.!) AND PANEL LENGTHS * : * :
<br />*
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - a — ��,
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �:,, STATE A�iwe. GLOBAL PROTECTION PRODUCTS, LLD", DAff,
<br />INSTALLATION. � 47 •.,'�d p#(}0 : T6sneo NG ,Ima e:r, s+ STIR
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '+' •'' "24 • AAA Ten n. a- tlei 4nme: a w 6AME, n- IVRE
<br />- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ' 3'f'A""•^ -"�.11 ,,, PtMUIE; (N7I•.tw6, FATe (I5AI6�.atla 2 0-175
<br />DENSITY OF 0.56 OR EQUAL. IFA41Mi9RM N1AME CA-omnw +- Isar aax Aa- DIMAING Na
<br />am- £4A
<br />. WAL7FA A P.L t
<br />IINR'T A (A to
<br />GENM NQ=
<br />NMn R>p a L#A' - THIS 6 7 IAA» a41t-u Aa. (C) 1 AKI Wxsnn 1MirN. ;(�"
<br />1, STORM PAN!•7. SHOWN ON THIS PRODUOY EVALUATION DT UMENT (P.E.O.) HAS BEEN VERIFIED FOR ClM4PWNCE Ba ACCO1mNOCE - 1/4"! TAPICON ANCHORS, AS UNWACIURED BY I.T.W. SWIM. INC
<br />WITH INC 2020 (7th WITIDN) orTHE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT SE INSTALLED AT WON - i714-10 PAWIMATE FEMALE D AND PAW.MATE PLUS ANCHORS. AS MANUFAMREO Err ELCO CObSTRUGRON PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MOOR-DADE / 13WNARD COUWIE5). - IZIA LAG SCRfD N5 PER IS.
<br />DESIGN WIND LOADS 94AU BE DETERMINED AS PER SECTION 1602 OF THE ABOVE MENTIONED COOS. FOR A BASIC "NO - 7f18•W N 5/8• WOOD BUSHING: AS OtSTRTBUTEO BY ALL POINT SCREW, BOLT At SPECIALTY 00.
<br />SPEW AS ROaiEqBY THE W11ERE STORM PANELL INSTALLED, FOR A DIRECONALYFACIOR
<br />IO-D ASCE 7-16 AN N E UM .0. DESIGN PRESSURE RATINGS ON SHEETS .85, USING O SHALL O EXCEED THE AIAXlM DRI N NOlCAiEO D 1 1 aN (AS ) &7
<br />THREADED 170E INTO WOO T CLRO ANCHORS 9HNL BE 2 AND FOR ELM P E1.MATE PLUS
<br />EAD PENETRA OF Ap / 2`
<br />3 8 % I. 1144U 2
<br />T7 6, AN E MALE q PAN LMALE FEMALE GO
<br />AND
<br />N T Y - T- DESIGN WI 640"i DETERMINED P ASC 7-# BE 1 OR VERIFY E. ABOVE C4NER1TOFt iA.T1MA E qE5 N4 L N PER E 9 S1W1IX. F70#ST
<br />E
<br />DER .O T4
<br />REDITCEO FG AS.O. DESIGN PRESSURE RATING BY #,tULiI TAG SCREW, TWO THE WOOD FRAME UNIT SHALL BE 1 1f3". T THREADED
<br />17, O.6 IN 4ROER TO COMPARE T4�E'. W( #AVc. (AB;D:) :4:2) MINIMUM
<br />ION INTO STUCCO SHALL B 1
<br />DIE5ON PRESSURE PATIOS Rf01CAYEO IN# 5MEETS A 4 fiHRU 12 & 17, Hffi PENETRATION INTO STUCCO $HAi.:8E CDNSWEREO AS PART l#�" THE REQUIRED iHtiE4DL13 PENETR6TONL
<br />714RU 2 *
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS in". AS TESTED WERE NOT OVT:R STRESSED, A 331E INCREASE IN AL.OWARLE
<br />STRESS. FOR WIND LOADS. WAS 601 USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN OETERMNED IN C,3) MNtMUIA EDGE DISTANCE OF TAG SCREENS. INTO WOOD SHALL K AS INOIr ATED N THIS ORAWNQ
<br />ACCORDANCE WrENt N.O.S. 2018,
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED, IN ACCORDANCE WITH SECTION 1509.1.2 OF C.4) MINIMUM PENETRATRkt OF *000 BUSHING SKILL BE 51e.. 1/4- 0-20 SCREWS USED SHAtl BE 1 t/2- LONG MINIMUM
<br />SHOULD STUCCO DUST, AND I' MINIMUM FOR WALLS WITH STUCCO.
<br />LOB 14. - / , NO
<br />AL10YE MlE1. AS PER AMEF6CAN TEST LA8 OF SOUTH O AND 2/9.42-D9 AS THE '11(kflED COOS FLORIDAPLDTN4IA RETORTS
<br />PER 507E AND AS STANDARDS, AND AMTIONS TESTING D I XtO FLORfOA REPORT /1T23.01-70 AS PER
<br />TAND T PROTOCOLS. AND AS PER CALCULATIONS PERFORMED 1N ACCcx#O4NCE w/ SECTOR 1fii14 OF 7FtE C.5} N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PM1f::LS, OR BOARDS FOUND 01N 1FtE EXtSTINO
<br />TA 6 ASfiA E 330-OZ AND
<br />LON TRWW
<br />REACH THE MAN 31R11GT1RE BEHIND SUCH PANELS -
<br />CODE ANCHORS SHALL BE LONG ENOUGH N HIND
<br />FLORIDALORId1 BINLDIt1G CODE.
<br />AWALL,NCH 1
<br />ANCHORAGE SHALL BE AS MENTIONED N c.l), CZ) At E+)
<br />2. ALL A JWNUM "IRUSKINS TO BE 6U63-T6 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED'} SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED TOIL OW11 G: ALL OF THE RECOMMEAIOATI DNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3, ALL ALUMINUM SHEET MErAI USED AT CLOSURES SHALL HAVE 3105-HT4 ALLOY; 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLATU N OESAILS SHOWN ON SECTION f THROUGH 6 (SHEETS 4
<br />4ALL STEEL SHEET METAL PANELS SHALL HAVE •STRUT I)RAL OLMLRY STEII, A$W A-853 GRADE BO &RMWM, G-bo GAL:VA*= THROUGH 5) EXCEPT THAT HEA7£RSQ'it(D SiWI. NOT BE USED.
<br />STEEL D#'.SGAIAUON WIFYI 92.2 W (AFTER ROLLED). 9. 1T SHALL BE THE RESPONSIBNTY OF THE CONTRACTOR TO VERIFY 71JE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCRETNS TO BE STAINLESS STEEL 30A OR $16 AFSt SERIES OR CORR0SI6Ta RESISTANT COATED CARD! StfEL AS PER DIN ATTACHED
<br />TO Rt9JRE PROPER ANCHORGE. ATHIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BUILD50018
<br />Wf 50 k.1'YIELD STRENGTH AND 90 kaT TENSILE STRENGTH AND SHALL COMPLY Wf FLORIDA BOLDING CODE SECTION
<br />2411,3.3.4. 10, EACH REGULAR STORM PANEL WRr4 LENGTHS OVER 90', AS PER SECTIONS 1, 2. 4, 5, 6 AND ALTEMATIVES IW, 3W & 4W ON
<br />SHEETS 4, b, 6 & 7 RESPECTIVELY: SHALL HAVE A LECOLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TV,IAW TO
<br />B. BOLTS TO BE AWIM A-107 GALVANIZED StEEL:. OR AM 304 SERIES STAINILM 51:FE1., WITH 38 ksi MINIMUM YI€LO STRENGTH. SECURE PANELS WITH APPLICABLE REINIFDRCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS T WALL BE FOLLOWS,
<br />O 'SHALL A5 11. - I R i A HN N M 1H£ INSTALLATION CONTRACTOR S TO SEA. GLIJR L SHUTTER COMPONENT EDGES W CN RERAN N CONTINUOUS CtXOFACI WITH
<br />THE EGA-ENG TO PREVENT WINED/RAN RaT'RUSION.
<br />(A) TTZ,EIiiM Nr1_ CQ4aCRR'TF;
<br />- 1/4 # TAPCON ANCHORS AS MANUFACTURED BY LT,W. BUIUDEX, INC. (MiTr.,. I'-3192 P4+,) 12. STORM PANEL INSTALLATION SHALL. COURY WITH SPECS INDICATED IN INtS DRAWING PLUS ANY BLILDNG AND 2ONNG REOULATIONS
<br />IS _0 OI' 7TCf Jt1R1SCMO114N PERMIT APPLMEp
<br />t" A x# a Y # PROVA WHERE TG
<br />4 8 CALK -IN ANCHORS, A5 MANUFACTURED B gEWAL INCNC- / AN RS,
<br />/
<br />4'e - . 4" BY S T & SPECIALTY
<br />- t/ -Y' SOLI] -SILT' ANCHORS, AS tRfiff8lRItEO ALL. POINT CREW, BOLT ECIAL CO, 13-. (a) THIS F'NWM}GT EVALLWTIONI OOCI1AiEPTT (P.E.OJ PREPARED of THIS ENGINEER IS GENORC IMIO DOES NOT PROVIDE INTDRMATION
<br />M4 10 .4.t.
<br />( =JD®O P )
<br />: A SPECIFIC WHERE P.E :.
<br />- dt#-)o PNOEiLLLATE FEMALE D & RANEWATE PLUS ANCHORS, AS MANMTFACTJRW 9Y ELCO CONS'TRUCIi(RY PRODLNCIS. FOR aXiE SPEC! C PROa[C1: #.e THE SITE CONDITIONS t)tY1ATE FROM THE O
<br />- i f4`e MARC NALIN ANCHORS, AS YAMUFACTURET3 BY DEWALT. INC (G) CONTRACTOR TO BE WSPONSIDLZ FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING. LIFE SAFETY OF THIS PRODUCT
<br />A 1) MINIMUM EMBEDMENT OF 'YAPCON ANCHORS INTO POURED COAHMRETE SHALL BE 1 3/4': 2' FOR ELM PARELMATE AND BASED ON THIS P_E.D. PROVIDED HE(SHE DOES NOT DEVIATE FROM THE CONDITIONS SAILED ON THIS OOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSINtUrY
<br />13/4- FOR ZAMAC NOUN ANCHORS,
<br />(a) THIS PRODUCT EVALaTION ODCUW.W WILL BE COMMITTED WA LD IF MOMM,
<br />AZ) CALK -IN & S000-SET ANCHORS SHALL BE :EMBEDDED 1/8- NIO THE POUND) CONCRETE. NO EMBEDMENT TRIO
<br />STUCCO SHAU- BE PERMRTED. 1,/4' 0-20 SCREWS USED SHALL 1 712". LONG. MINIMUM SHOULD STUCCO EXIST. -(d) SM SPECIFIC PROJECTS. SHALL BE PREPARED BY A FLDRW 11EG1�RE, DENGINEER OR ARC.HFWM WHICH WILL BECOME THE
<br />AND I" AOKWM FOR WALLS W4 NO STUCCO• AND MAY BE I AK0 SCREWS: OR ALL 7HRE,SDEO SCREW$ W/O HEAD, ENG114EER' OF RWORO (E.O.R ) FDR THE pROMIECT RANG WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WNC NUTS PROPER USE Of THE P.EO. ENG#N€iR OF RECORD, ACTING AS A OELEGATEO ENGINEER TO THE.
<br />PLED. ENGINEER, SHALL SUBMIT TO 04S U71ER THE SITE SPECIFIC ORAWNOS FOR REVIEW,
<br />A-$) IN C43E THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE -
<br />EMST?NG WALL OR FLOOR, ANCHORS SHALT. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE" WINO SUCH PANELS. In) 745 P.LO. SKA L BEAR THE W5E AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL 6E AS MENTIONED N A.1) AND IN A2), ENGINEER OF RECORD THAT PREPAREO TT
<br />(R) 7G Qt a" COHCNE'TE Rl me MAyi ASTAA C-_j: 14. SffJl7ER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VTSRILE LOCATION AT STORM
<br />I/4' a TAPCCM ANCHORS AS MMNUFACTUR€O BY 1. T. W: BUIDEX. INC- PANEL SHUTTER IN ACCORDANCE W H SECTION 1709.9.2 OF FLORIDA BLNLDING CODE ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION T709.9.3 OF THE
<br />- I j+' 0 : 7fH' tfdlR»N ANCHORS. AS MANUFACTURED BY OEWALi, INC, FLORIDA BUILDING CODE.
<br />1/4°6 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />- E14-iG PANEAUAT'E FEMALE ID AND PANELI ATE PLUS ANCHORS. AS MANUFACTURED BY ELCQ CONSTRUCTION PR IA1t1lif, FA
<br />tf4' A ZArt4O NNllit AS MANUFACTURED BY "ALT. NC °iM.............. A.
<br />- ANCHORS,
<br />`, ���..GG,,
<br />6.1) MINWM EMBEDMENT OF TWOON ANCHORS, ELCO PANELMArES AND ZAAIAAC NOUN ANCHOR, ONTO THE rj,Eld, , `•:A,_ ", "IDA BUILDING CODE (Non l0gh Velocity )Hill cane Zone
<br />BLOCK UNIT SHALL BE 1 1/4'.
<br />R2) CALK-11 a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNn. NO - %,44 7. ,. 1 tif -aeao 24 GAGE GALVANIZED STEEL STORM PANEL XNWAN lh
<br />STUCOO SHALL BE PERMRTED. 1/4- e-20 SCREWS USED SHALL. BE 1 1/2• LONG MINIMUM SHOULD] COST. * C-�- �^, _
<br />m
<br />AND I` MINIMUM FOR WALLS WTF4 NO STUCCO- /��r.'
<br />'TATE F - '- I y�e - la�A(• PROTECTION PRODUCTS, LLC.
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<br />IN CASE THAT PRECAST STONE. OR PR:;EAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FW Tfer< Tt�TIro s rnw ew►Attt AM a.v e1 STREET
<br />EXISTINC WALL. ANCHORS SHWA. BE LOW ENOUGH TO REACH110E WIN SIRUCIURE BEHIND SUCH PDRI 1�-Y«><,� ragn�- a*,E rti =1.20-'175
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