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<br />EwAStPIEO`FROM HOf74M OF PANrE, N1ceEIT AT WeAIAP .r 4aR Of PJWEL LENGTH
<br />MAX"MAXIMUM ANCHORS WACM6 FOR L O. - S Sir +'
<br />APFUCAQUE TO
<br />{ANY UW
<br />OF THU
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<br />N/A
<br />12
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<br />12'
<br />N/A
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<br />1 0"
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<br />1 4 1/2"
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<br />a 1/2"
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<br />12-
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<br />12•
<br />9 1/2`
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<br />*LIMITED TO 1&0 µaf. ASA. OEM PRESWIRE RAIIN:..
<br />A SEE SHEET 26 FOR MCHM TYPE a. SPACM MR ISSINUATgn4 KID NOW
<br />FRANK &ADIMIL
<br />WaIUN MOM WAS NO MARIUM EDGE WMICIE ARE MOICATID ON THIS
<br />NOVI= FOR E0. LESS RWF NlaGM ON 52MU SEDTIEELE NOW SAACFM
<br />BY MUL71PLYh* SPICNC SHOW ON 9CIMAfi' BY RE r1 oPaNaaM ro PC"" La FACTORS, FOR
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<br />CQMEONENTS FOR REGULAR LiFE SAFETY do E-Z HANG STORM
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<br />(TOTAL WITH) -
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<br />WOOD STRUCTURES.
<br />{
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<br />ANCHORS LOCAITON
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<br />REQUIREQ. .• .. T ,-:_„E; T. CONDITION) °'✓'SPACERS 6 6 1/4' D.C. VAUD FOR
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<br />E.D.- EDGE DISTANCE s STATE'0 `�...:.t; iL>ECQ,b C, BAL PROTECTION PROTRICTS, Ll C. aaF
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS: CAN BE•.
<br />s R ' -,Tri3iH' 35r 1 FL t OAVIi,
<br />SHEETS $ 8 4D) INST& COMBINED IN ANY WAY TO SUIT ANY +. GT"•••,...,..••T,?. .(saMHAF-TaH3, FAtI: CMB+N6F-an7 2D-17SI
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<br />SCALE Ifs'-t' _
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<br />PAE SA. 2. w/ SPEC2IC- TtEtN9Gtr OF 0.55 OR HAMt-
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<br />FLORIDA BUILDING CODE (High Velocity NSA Tticove Zone
<br />L 0P (� m ? No, t Z 0= MITIA w- 20 GAGE GALVANIZED STEEL STDRti PANEL FA
<br />NOTES
<br />low OR 2a0O OI 9RiTOR(p AT owamm, EMBED ON �! R 3 *' : T� S OWN, R1'.
<br />;.: SfiA pF - -> GLOBAL. PROTECTION PRlDNfM, t.C. Iv/"10
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<br />M1•MUM stNtxE PANES (�i clu�rrH L �i'rHFRikli.E SlNI"� �R$E�jULAR STORM �1W/6, 2w/B. 3W/7i & 4W/7i
<br />eAu_fry E IN rtxO.e+ tlET 1 441 t? CONQ E�.+1 QQH= BLOCK At WOOD (t) "" 9� TQ s1 SCHEDULE 1 _. _ 3' MAX
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<br />+l-
<br />�1- PANELS-. � B�Tm PANELS ! to-•Z07t
<br />�kl SECTIONS
<br />: t ' . (� SEECTIOW AS APPLICA E
<br />X, 4 +
<br />-- --r
<br />!ir
<br />1
<br />I' H
<br />rr
<br />WN, 1/4. 3/4, 4/5, 5 5 A 8/5 i• NN
<br />2/4
<br />a W/�4W 1W/B. 2W/ . 3 f'7 /7
<br />----- -ANCHORS (SEE SCIUMUM OV 9H%M 9, 10 _ REGULARMOM _ P ION
<br />zaBT..... tN�4.S. 1/4' Ne'r`GAP
<br />(AWN, OAiri�A-P--�1-k-A�IDtE V,CtE:} s
<br />SCHEDUIX MAIL �,
<br />SECTION -A
<br />Nss.
<br />ACTICk
<br />D(t)-L+: A AUS A.lpwMlE P LOOM FOR A OMEN POSITIVE AS.% am" LEAD.
<br />L-: MAX AUL&ANAI LE PAM FOR A GIVEN NEGATIVE X&O, DWO2R LOAD.
<br />(2I PROCMARE 10 Of1ERWW SWOMUM PANE. LENGTH,
<br />R1+F:N A Pawn ASO OFSIat LOAD METHANE MAANK% PANEL LOOM 'Lt• FROM SCHEDULE-
<br />GNEN A NEGATIVE AU, #9WN WAD. DEMONIC MAGNUM PANEL LENGTH "L-' FROM SDEOOE
<br />fW{Ai< rANOMUA, AIWWAB 4 PANEL. Wow is am TD TEE' L, oemamm Prim tzwlm
<br />BAM SCHEDULE
<br />AND T.-'.
<br />(3)'SEE SCFIEaU[E E914M` FOR WN. tVWEi. LFrNTIN FOR POINiStI'[ OUAMFIOVIWN.
<br />( t%4f►, .1+4F1.,,,k. K}jfp" f,_I(tp) .1 $ c. •1{ itcSUENritd(."- N RiSTA1L Irm INTO Som ARE: 1PMM Ta s.{51.0, MAN. Rsa +N'E LIRE RAMC
<br />•` A, t0 $ti. FOR FMK, ASA1. INSICAI i MNi. RAVEL IfiAR
<br />xx � EN SFACI;R Lo OSE9:.
<br />.•
<br />.,Tyr
<br />� •. FLDRIDA BUILDING CODE Nan : h Y910a iiw"Flcam Zo9 -1ne
<br />t
<br />NPm 1 num tNm F.P.
<br />_ 24 ii1LLYANIZED"STEEL Sh"RR PAREt
<br />• 4 DAtiE
<br />4r _
<br />of 1 i6� � aEwAi W.
<br />TAB * GLOUL PRDTEC710N PROOUCM UP- �/aT
<br />1; IE 1L ECOE1a�.
<br />cx
<br />.eaO t srRtT
<br />`y ctf •, QRl9A •.•`'F4ts . / 7v nn sA fa m NaNL n a eM aelk ti =14 -175
<br />gi/Ab,s�/ ;, A„- = Pr4 OOI at"tNe MORE (PW)®F-NATO rAre p wimmm,MTa7 2fl
<br />... pfA•OFiM fir. m,., .. - .Cs ++�
<br />"bF t V n MOt1.iFA A Jp, P,L *"r SNgT 3 tx N
<br />MAXIMUM PANEL LENGTH
<br />MAK9RNIN A9.D.
<br />PAF*�u� ttAiiNG
<br />cs>NcaETi $ wag0
<br />NSTALLATIDN9 'r
<br />2na
<br />tr-n•
<br />r2_o•
<br />25:a
<br />tz•-a•
<br />/ r �a•
<br />3qa
<br />tY-$'
<br />ta-T
<br />rtO.O
<br />eSa
<br />9-0'
<br />d•_y
<br />30Q
<br />F'-t~
<br />!'-4'
<br />spa
<br />s=r
<br />e•-o^
<br />dM a
<br />B �,r'
<br />r'-r
<br />6Aa
<br />6=0'
<br />r-s•
<br />7raa
<br />r=s•
<br />r-a`
<br />a
<br />r`-Y
<br />d'-!0'
<br />�:a
<br />r'-0•
<br />Nr-6'
<br />ias�
<br />a a'
<br />�-,��
<br />t TAa
<br />S'-6'
<br />FrtLa
<br />s'-is•
<br />MA sINIFiM PANEL LENGTH
<br />M M
<br />YAJHad RSA. UM
<br />PFtlF RA1PR+
<br />of -)
<br />CONCRETE R 1pg0O.
<br />B!75TALLAT'�NS f
<br />Le
<br />Ir
<br />�,a
<br />2b,O
<br />F8'-70'
<br />Tt•-0'
<br />,Ina _
<br />tt'-6•
<br />r0=�•
<br />ssa
<br />Fo=Fo•
<br />9=s'
<br />tsa
<br />ar-F'
<br />a=r
<br />saA
<br />e-r
<br />4.�.
<br />33a
<br />6•-9•
<br />J•-B"
<br />au
<br />>Q
<br />r s^
<br />CTa
<br />7 d
<br />r-s•
<br />Sao
<br />rs•
<br />a'-rT^
<br />9wa
<br />tF�r»
<br />s-,a•
<br />tea
<br />5=s
<br />6 4r
<br />nao
<br />-
<br />s_T
<br />rrle
<br />+_e•
<br />MINIMUM SERARATgN. TO DUL9S
<br />LERDrFi
<br />WRIO s1•Em C T76 m.P•N '.
<br />bvbt SPEED a T7a ,nP.O
<br />UfMiLSTRANEQ
<br />RESRRNNEO
<br />UNRFi:RAtMiA
<br />RESTRAINED
<br />3D OR LESS
<br />6`
<br />a t/4"
<br />:r33 TO e4)
<br />t`
<br />i•
<br />7 if3:'
<br />7 }fa"
<br />r8D TO t45
<br />1"
<br />)'
<br />7 tf2'
<br />r if2'
<br />THREADED
<br />PEP,
<br />CRAVINGPROFESSKIW
<br />S
<br />INTO U90 STRUCTURES
<br />••-�---------«-1
<br />_._.._E�®�'�"' A
<br />.�'1��T
<br />�
<br />,'
<br />WDaD ANCHORS �,, i
<br />_`•.._.. -_ r \mar. SCHEDULE ON "-,,� " t/4Y-1mn• E 45"EY SHEET3) T/4'M+acaT• i
<br />"" ! ✓ "` ON SFIEEr 3)
<br />SKEET ti) ; NFAO eats F
<br />a
<br />AttJeam tf�wRM►+a.
<br />HrooD LENGTH
<br />C
<br />WOOD ANCHORS i Z F I SCREDMLE
<br />REOUtON 1,. 4 . ] _ -. - ONSKEET t FOR
<br />REU - 1i.:y I t/4' i
<br />S�NEEEISCHEDULE
<br />SPACER
<br />t`k i `` I i °LENGTH
<br />i
<br />Ji* EO
<br />r I
<br />•",.
<br />1 1 H
<br />{{
<br />.•.* i i L S r `q 1 i - ,' IAAK. LONG ALUJAWM SPACERS 0 .ta. ,f2•.
<br />'.
<br />O.C. T 1. i. T.J
<br />1 (SEE ABLE !..
<br />1 tk H #. 1 • 4s
<br />,. SEE. NOTE... FOR LDHTATHDNS FDit.
<br />1Rn ik .; BELOW
<br />I pp
<br />1 t� r t
<br />:
<br />11 SEPARATION 1 ..:, MAN. "I, MAI a, 9. , t 1/2 L1EA� : -
<br />'L. MAY 1 1 I P. .
<br />70 HRASS,. i PANEL. TkFiOT#H :i ) � PAN0.. LLTiGTi( '`
<br />BEE 5CaT SEE SCHEDULE fi H
<br />.(.. {BEE. ST;HEEMA:E i fi: ( _.. 1E I. Cu.S t .. I - r.PAN@L. SE PFm R} OR PANEL ATE
<br />NEt;7 S) ON SHEET 3} - i S
<br />-
<br />G ON SHEET 3} 4---. - _.-_i._.__: 1
<br />S SHEET 1
<br />="` " PLUS (SEE St?ILi)tAE CG9
<br />:... _ . ..... ...... ..
<br />b. I
<br />yy
<br />S {
<br />1 Y"
<br />N 1 RL ,
<br />�r WB IiiRL SEPARATION C v
<br />F 1 Iaf4tt NAM r-s) [3HtSRNG G Ttl GLASS, KATE WOOD
<br />'i - i GLASS-'Y ;iE€ i PtATE'lOUI(ifdT
<br />1
<br />ON STREET 3) + DIRECT MOUNT W/ SPACER I
<br />ALTERNATIVE 2.W
<br />� SCALE 3/8*1•
<br />L : ' O to 1) D.C.SEE TABLE pl ON 9HFE! T1 MR WJt. PANEL LENGTHS do
<br />MAX. 10 DEX LOADS FOR THE INSTALLATION.
<br />" ., t
<br />OF FA
<br />• : .,^i O 12 1J2' OWOW.e j ELL_. • ..�! � �1
<br />- ANCHORS
<br />woo
<br />-•-.j } a. - g` w/. b D MAW 34 MAY AN t f JY LONG'. R:
<br />(SEE SCHEDULE
<br />IS)� LMO
<br />V*41 WOOD:: i1. ; (( '. ". �Jil `: {[H t j 1}. ); ;.,.. Rm A Fir(JN SRO.
<br />pp..
<br />`'n
<br />_ '... v 1 f1 ( mium mma It INS TEO ON AMET: III.
<br />MATE REINS _- ;: WOOD ANCHORS. ,.. )
<br />'.:.. Il.
<br />T" ARC. N TD PLAIN .�; N4 M DO
<br />,• i 1 pp ,S `AOOERE{8 RY/ STUD ' Oa WI#T a 1 PE to , Ae r., "" itAYE REOUHRED E'R rMWNa oaNO 1NeMf CaiA•orMtln' aA WTE Fru" W am
<br />) H 9 P (SEE SNM EDULE ON COtOREHS 1,f- rYMEt. WE PA1M) *WA. at � AT 6 1/0 aa,
<br />! t tWW AS ttE AN
<br />:.: SNELz IS)ate (TNa 4 A IE5"WW RWM 12 UV Or. BPACAMI AUOMD ON
<br />pC{
<br />• Vega "mm
<br />6 { 7 (1}SmIN Na a: � Nt (3) MAIL 14 ow fmu LM" at L9sli9 TO W AT Nn CPCMIMo
<br />'3' *! (#) MVMAAA 1RTTMM-PAi1ot LFAWIM O OMMMKM) Pit WMRA PAax tnom AUMM aM
<br />RNEDHAE, OW III
<br />_
<br />AL�WAL ` M011NTiNG i» sTwl RN tt N6a4AA i aF re a AY (41151�r t 1WM aFMPO IOW 2T OM �iam°Ei OA t S MOICAND OM
<br />Rno Ax: "iVCD FRW[ MNL. SCN�i,E 1/B^1" NS#
<br />�I. ATiYf f W t A aR, a4ID �MFB 1.: a AS tEFRMBa Or AS,H
<br />SCALE 3/8-1- ii) tit6DMUT71g1 YNID OM.Y fv wwo hLapLNo rNa THE 2m mA +ID+nOtq of trE nm*
<br />tags t,.2 a rat Asa E
<br />• r
<br />� r �s '
<br />FLORIDA BUILDING CODE Non High VelOa HNrdaone Zone
<br />NITTE FY11t - : oF' SEr'T1DN5: 1. INSTALLATION ARE ONLY VALID. FOR AW, A.S.O. z :.. ND, 441I mm11LIEC0.. r,
<br />B7 24 GAGE ' V GALVANIZED sTFtl 5TBBii PANEL
<br />T 1 11gMNti M
<br />DESIGN PRESSURE RA BBB AND PANEL LENGTHS
<br />.6 , .*a
<br />TOP tk BOTTOM MOUNTINGS CAN 8E AS PER SCt1EpiHLES ON SNEER 3 (EXCEPT FOR. � arm
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE . C ibC• GLOBAL PROTECTION PROOUCfSF Wr', wf4
<br />-NST . E%- NeaO IV. a, STROT
<br />I 4LLAILDN ..r . i Ne.. 9 ORi
<br />N fiT
<br />MME tM41P. FT. 173
<br />ViDO ' GR N,n. $ Yk..
<br />2, FOR N1S WOODSWHCONSTRUCTION:2. D ZrP
<br />. ,R
<br />EM ��>..�,...,,. .,,nr.rwn--`L•r,.t*�Ana tmoNLtF:IM+MaeV•ta4a:FAeD�+)aao•eraF. 2D•-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ 51AECLflG
<br />hM sr-aooa7ta s s r As +t
<br />DENSITY 4F' 0:55 DR EtIUAt. ANM
<br />TR A. ar„ P.t r GtW 6 Nt tG ..
<br />M,141R nrtltRllR_ ' mr.L, +' +�8�s^Hi.a4'�iI •utsT.n,.
<br />1, S7OAM PANEL StMWTM ON THIS PAODLR:1 ]EVALUATION LR)CLHMF2Tt (P,E.Q.} 1RA5 SEEN VERIFIED FOR OCAIPUANCE 6N ACCORDANCE
<br />iHATTf THE 2024 (Nth EDITION) OF iF1E FLORIDA SLUICING CQ06 THIS STORM PANEL ERNAL.L NOT SE INSTALLED AT HiGtN
<br />VELOCITY HURRICANE ZONES(MW16-LAADE I BRD`eARU COUNTIES).
<br />DESIGN Wltm LOADS 9t142L. BE DETERMINED AS PER SECTfOAI 1609 OF THE dtiWE MENTIONED CODE. FOR A BASK:. ihtPrO
<br />PANEL WILL INSTALLED, FOR tRET•A O .19QFACTOR1E fE. HE4)TX SPEED AS REQUIRED BY 7,lliR{SR7G7fSk1 *HERESn)RM AAD
<br />NO EXCEED THE MAXIMUM(E53U� R4RG[{JaiED ON SHEETSKd-o85 USING A9CE 7-1 a AND SFHAI (HASA. J DESIGN P:RHOS ..
<br />IN ORDER TO VERSIFY THE ABOVE CONWTIdN• tA.T)MAtE fi WOO LIDOS DETERMINED PER AISM7-YB 91NLL BE few
<br />REDUCED to AS.D, QE99W PRESSURE ruifnG D,' SMiiflRLYOHG THEM 6Y Db N4 ORDER TO COMPARE THESE Wf MAX (AS.DJ
<br />DESIGN PRESSURE RATRKTS aNDtc,aiEO ON MEETS 3. 11 TFMtU 1
<br />2 h 17, 18,
<br />IN oRaER TO VERIFY THAT ANCHORS ,7N TFS9 P.[ D. AS DES TESTFn WERE NOT OVER sN1Es5ED. a 3SOc INCREASE IN Au.DWARLE
<br />STREW FOR i'AND. F.MtlS WAS = USED IN THEN TtER ANA4YSIS FASTENERS SPACING TO w006 }H5. BEEN WOMM _ IN
<br />ACCORDANCE WITH N.O.S. 2018.
<br />SiORN PANEL'S ADEQUACY FOR IMPACT AM MANE RESISTANCE FWS BEEN VE161'ED N ACClX87A10E WHtH .SECTION 1809.1.2 OF
<br />THE AetivE MENnONED CODE A9. PER AMERtCb7kTEST Lib OF SOLtTN FLORRM REPORTS {OBt4.0,-i}T t02S4-02-09:..A5
<br />' PER 5510 12-84 $ AM 530+02 'St`ANONd65, A"AMERiCAFI t>:'S1RJOIIIB $OVRI fI,QRIDA J?EPQRT ##I23,Di-40. AS PER
<br />fiAS-201 AND AS T -203 PRQTDCALS. AND AS PER CALCULATIONS PERFORMED In ACCORDANCE wf SECTION IONT6OF THE
<br />FLORIDA BUILDING t2fDf.
<br />2, ALL. ALUMINUM EXTRUSIONS TO >' SONS -TB AL.ii,Y NU.7D TEMPER (UNLESS OTHERWISE FiOFED) SEE. 519ET 2
<br />3. ALL ALUMINUM SHEET METAL UMA7 CLOSURES SHALL ?AVE 31D6•- N14 ALLCx.
<br />4. ALL STEEL SHEET ,METAL PANELS S4A1 NAPE STRUCTURAL GUALRY STEEL ASTM A-653 GRADE Bd tilNfMUM, G-d?p. 4A(.VAIA'EED
<br />STEEL DESDNATKSN w/Fr- 92.2 Nmt (METER Rq(180).
<br />S. ALL, EA:REiYs TO RE. STAINLESS STEEL 304 OR 316 AH91 SERIES OR OORRD59Oi RESISTANT COATED GliBgtl StE4L AS PER DIN
<br />AND ea 0001wY W WELDINGWELDINOW G3EC1K7N
<br />a / 50 WiYE1D STRITK,TFP W TENSILE u`'}ttENCTFi AND SHALL Ca11Pi. ! r1.dR0?A
<br />V. BOLTS TO BE ASfEI A-307'GALVANt2ED SikE1OR . AM 344 SERIES STAINLESS STEER, WtM 38 tui 121NlMUM 1YELa STRETTGtki,
<br />7, ARGHONS to WALL sNNt RE /5 FaLH»vs:
<br />W TO fAIyTLNG POURED CONCRETE
<br />- 1 f4"f TAPCOFH ANCHORS /u LktAtFHtCIVRFA 1# i'R.t4DDL INC. (MIn, t'c-3t92 P,t.4)
<br />- T 4• .: 7/0' As NUAu DEMNUT INC
<br />CALK-1N ANCHORS AC7tR#r,D" BY
<br />- a BOLT $
<br />s S/4` SOlW-SET AAtCHORs: AS F.,7Ri�ttED BY AU PONY SCREW, .
<br />Min.
<br />t rc �qoo
<br />P-4.1 )
<br />- r ,4-10 f.O CaH75TRUCGON PRWttC15. PNaIELMATE f & PANET2AATi PLUS NNGNORS, A9 M NIU►ACrUREO BY ELCO W
<br />- , 4V NLIN As MANUFACTURED, BY AEWALT KHC.
<br />2ANA0 N, ! ANCHORS,
<br />A.1) MNIMUM EMBEDMENT OF TAPCON ATN„"'HORS INTO PDtT1E6 COtNCREiE. SHUMI. BE t 3f4': 2' Ft51t ELCO PANELtMATE AND
<br />1 3f4" FOR 2AMAC iHNLRN ANCHrI4s.
<br />Ai) F^N,K-O $ SOUb-SET ANCHORS SFLALL 8E EMBEDDED. 7/8' R61q iNF, POURED CDNCREtTw. CRT'. iNfD
<br />4^ a-. 'tE 1/2'
<br />*a)UOCO Sk1AL1. BE PEF411REA }J' RQ � USED SFW.L i SICK WNIMVM SN&„R STUCCO E
<br />AND I' MINIMUM FOR M1AtlS W7tii NO ,AND MAY 9E HEADED SCREWS OR ALL THRtE'ADEtf 5[2i'EY,S WfD NEAP,
<br />BUT WITH WMC NUTS.
<br />A3) IN CASE THAT PiHECAST 91ONE„ T>RT"`aCNCRETE PANfl,S, PAVERS. 59UOCC1 OR WOOD OFytRDS BE FOUNQ 9N THE
<br />EXISTING WALL t)R IWOR;.ANCHORS 9FIAi,-- BE LONG TBh'PMDFt Ta 11EACH THE MAIN STRUCTURAWN E "OUCH PANELS.:
<br />ANCHORAGE 51tµt BE A5 MENRQNEU M AI) AND IN A2J.
<br />(Ttk m E](i4TIN¢ cQ,FTE e,_v,nt aiAtl T:-oD:
<br />- Ef4' a TAPCON ROOM --a14 hFfNUFACti#ED 81• t L W. BtAIAi%. INC:
<br />- I/4' e t 7/8 CALK-M ANCHORS, A5 FAMN3F4CiUR6`D BY [Eaw.T. INC.
<br />1/4Y X 3/4' SOLID -SET ANCHORS, AS NBYRI9VTEA BY ALL ALL POINT SCREW. DdtT d. SPECIALTY CO.
<br />- {14-10 PANEMJN,IIE FEMALE id AND PaVNELMATE PLUS ANt3HOR5, A9 MANUFACTURED BY FT.Cq iONS1>MICtK#N. 1
<br />- 1 f4` M ZAMAG FNANJN MMIC}1oRS, AS MbtM!lFACTURED 8Y DENALI, INC fGi1 A
<br />8,7J MINIMUM E3111EUMEtrT OF tAPCOM ANCHORS, taM:a wANELMAtEs AND 7AWC FwB.HN ANCHOR. INTO THE
<br />BLOCK uFNtt SHALL BE r t!+'- - pua�y
<br />B.2) CAUH-N itSDLIQ-SET ANCHORS SHALL BEFSNBE.00€D 7f8' INTO THE CONCRETE 1R.00R. UNIT. NO 'AS7L14
<br />STUCCO SHALL BE PEfAGtTE11 1/4''s.--g0 SCREWS USED sFtN1 DE , 1/2' LING MINIMUM 5i?94dLD E%ISf. 'A
<br />AND ,' MINIMUM FOR WALLS MSTFI Na STUCCO. g "St�T,AY
<br />B:S) IN CA5E THAT PRECAST STDHIE. OR PRECAST,CONCRETE PANELS, STUCCO OR WOOD BOARDS G04.4 EFau1H ' CD�j
<br />EXISTING. ANC SHALL LOC BE ENOUGH TO REACH t� MAINslwnuRE REFUND VJOH P -_�+� >...
<br />ANCHORAGE SHALL BE AStAENtiONED: )N ILO AND IN B,2J. y,I(jN�
<br />90 WOQD
<br />MI1/0
<br />WAX. WOOD
<br />T
<br />pom LENGTH
<br />'REQUIRED
<br />MA
<br />REANCHON-
<br />ORS
<br />stir:
<br />- 1/t TAPCON ANGIOE, AS iMANUFACTUREDI 9Y I.Y,W. BUILDE%, INC
<br />- /14-i0 PANE.WIE FEMALE m AND PANELANIE PLUS ATHCMOIHS.. AS MANUFACTURED BY E7u:D COF61RUgttl)N PR0DUC15.
<br />- 1 f FY LAC SCRE'x5 PERNA.S.
<br />- 7/t 6•a n afb' WOOD BUSHING. A3 4lis"tTt}BITTED BY ALL POINT SCREW, BOLT $ SPECTALYT CO.
<br />C 1} IAl1AMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALBE Em L BE t T /2 AND 2• FOR 0.CC'P ANEtAiATE PLUS
<br />AND PANEUMAIE FEMALE K1-
<br />C.2) LONMUM 111READEO PiFETRAiRM, t# liF SCRESY, INTO THE wlx» FRAME UNIT 51tNL t 1/2' NO
<br />PENE1RATiDN fNTO STUCK SWMU_ CORSt0ERi0 AS PART OF THE REWIRED THREADED PENLTRATION,
<br />C.S) MINIMUM FUME OSTAIVCE 6F IRO F,('.t{L"WS; INTO WOOD SFULLl BE AS I/itlKMtiEp Al THIS DRAWING
<br />. C.4) MINIMUMMINIMUM PENETRATION Waw. RUSHING SFM(SE L S/a`. T f4' ►- 2D SSCREWS USED 9itµ1 BE i 1 /2' LONG MINIMUM
<br />sNWw sTuG:o aiusr. ArAs t~ M1Nu+uM FOR wAi,ts wrTH NO STUCCO.
<br />G5 IN CASE THAT PRECAST STOW. OR PRECASTCQAKtiEtE PAN1:1.5•STUL'Y.a OR WOW WARDBE S08 FOUND WI THE EKHSTING
<br />WALL, ANCHORS SHALL 8E LONG ENtKK;H. TO REACH THE MAN bilDfCiURE BENNa 6UGN PANELS,
<br />ANCHORAGE SNAL BE AS MENTIONED IN C.1). C 2) ISECHCH N C.4)
<br />AN BE iNST A AND SPECIFICATIONS Of AFNCMOiS MANLIF
<br />(TD C[1OrtS S1/A14 AlLEa P9LLD1W14O Id � THE RECOMMENDATIONS THE ACTURER.
<br />-8: PANELS MAY ALSD BE AVSTA14:19 HOR92H'RTTAtLM fO:3.OWING INSTAAARON DETAD.9 SHOWN ON 1 THROUGH 6 (SHEETS 4
<br />THtROUON S) EKGFJ:`l THAT tIEACER440 $11'j SFiw.Nttt BE USED..
<br />O. R SHALL BE THE RESUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE fiFUCAR3E. wfiF:nE SI$MfR 15 TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE.. 7t9S SHUTTER SNAIL aNLY BE ATTACHED TO CONCRETE, tiL0C1H OR WOOD FRAME
<br />BUILDINGS.
<br />f0. EACH REGULAR STORM• PgNEI. WITH L£NG;{iS OVER Oa^. As PER SECTIONS i, z 4. s. 8 AND N,TEf94A1h£S-iw, aw k dw ON
<br />SHEETS 4, S $ $ 7 RESPECTIVELY. SWNL NAVE A LEpOi AND READH.Y VISIBLE AMTeNRNG INSTRUCTING tAiTNF!? 4R TLRyAT T0.
<br />SECURE PANELS WITH APPLICABLE RE1Ni'0RCf9Ht3+T OIAieR' PERIODS OF }HURRICANE NMRNOd.
<br />ti. THE INSTALLATION CORRM.TtNi IS f4 SEAL/CA" ALL SHUTTER COMPONENT EOCfJT WHICH ROAM RELLAIN W CDNRNUWS CONTACT WITH
<br />THE t74VLDI'HG TO PRINTERY w@JD/RAPT INTRUSION.
<br />12. STORM PANEL, 94S7N1AilON Stl012. COMPLY WITH SPECSINDICATEDIN THIS DRANTrIG PLtNS ANY BUILMNG ANY 20NGNC RECIKAtWHS
<br />PROVIDED Of THE ,Tt6a9OCTWFt talElaE PERMIT is APPLIED T0,
<br />P 1 e THIS PRODUCT EVALUATION HNT .f«$: PREPARED BY TFns ENGINEER IS GENERIC NODOES NUS PTWJmE INFORMATION
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<br />SPECIFIC 6'a - wFgRE TFE'. CONDITIONS h
<br />FOR A 917E PR4JECiH 511E C DEW+ FROM THED.
<br />Ml N9TAtlAndN HNCI1HWPtG SUM OF PRODUCT(p) CONTRACTOR TO BE R�RPaN.5161i MRTHE SELECTION, PURCHASE AND LIFTTPKS PRO
<br />BASED ON THIS PTA. PRal'tDEO HE/SHE DOES NOT 111YMTE FROM i7NE CONDITIONS DETAILED, ON THIS T9altlIMENT.
<br />CONSTRUCTION 'SAFETY At 5tGE H5 7ti£ OANNFRkCTORS RESPON918littY.
<br />(e) THIS PRODUCT 1t,ALDAROM 1wLL BE GCMHS,rAEREa.. KNVAUD M MODIFIED,
<br />(4) SITE; SPECIFIC PROJECTS SHALL FN PREPARED BY A FLORIDA REg9iiREa. ENGINEER OR Afa:kHiECI' WHICH MALL BECOME THE
<br />ENGINEER 0f ttEGORa (E,a.R.) FOR THE PROJECT AND WHO WILUSE OF IK TO INS L BE REStXAISigLE fDR. THE
<br />PPROPS EENGINES ACTING AS A DELEGATED NOdi NEER, .ALl Mn SUBAA'rTER THE SIT£SPEr3FIO O
<br />FtNtH EREVfLw.
<br />(e) TNis P;E,D. BNN.L BEAR THE LiATEAND OR,CINAL BEAT NND SIGNATURE Of THE
<br />ENGINEER OF OF RECORDTHAT PREPAtEb IY::
<br />It. SatfTiiN MANUFACTURERS SAHEI. S)iA.L BE LOCATED ON A: READILY VISIBLE LOI•Aii(kN A7 STORM
<br />PANEL SHUt7ER N ACCORDANCE Yt1iFt SECTION 1709.9.2 OF FLORIDA BUIiAING CODE ONE LJ2DEt.
<br />M PLACED FOR OPEfiiil!Yi. H.6i�t)NG is COMPLY PITH SECTION i7N)88,3 OF THE
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