|
- -.__ -_. - -ANCHORS (SEE SECTIONS ON SHEETS 17, 16. '19 a 20) -. --_.. _ __ _...,_-.-,
<br />,1• MAX. 3A/17, 4A/17. SA115, 38/17, f6/17, W/18, 3` MAX._:
<br />/^ '1' MIN, "W/19, 7Aw/18 a SAW/20WN/te, Ire/,d a 8pw/2O q" MIN..
<br />D.M.DFI`4} _: _
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<br />�y A MAX.
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<br />I` MIN. BAW/19, 7AW/19 a 8AWn0 LL IONJI9, 78W/19 i 88W/20 1' AX:
<br />__ _. -.. __._ _.__ _ --._ _ANCHORS (SEE SECTIONS ON SHEETS ,7, IS, is a 20)-_--- _- __.. -_ _. _.
<br />OPTIQN J2FOR UFE SAFETY STORM PANEL ) EAEVA314N
<br />SCALE 3/16-=,^ Ile - mP
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<br />SCALE 3/18'_,-
<br />pMtH}txF t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING(pad.),AND �� k Tit,;
<br />a L N,
<br />C©RRE5NNJ2IN9 MAXIMUM PANEL LE►y9TH -L" SCHEDULE �1 ;yAEN4� :F�
<br />_ No. 44167
<br />�' 'A" :*
<br />FLORIDA BUILDING CODE (High Yalocl HUrrlccne zone)
<br />' Gx02D MlEOO. MC. rr
<br />�,Jyf'©F. ,AIORVD� ya. 20 GAGE GALVANIZED STEEL STORM PANEL iNSNWi �,
<br />A7J3AJPaPO
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<br />y i / i 9 #,e. G� i. .N° Sx. 5, STR'EEI
<br />t - nu 7rxmw a uwTNEuaNb MPA+rr n.. 3311, 20-T 7$
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<br />1VALTER A T�MIT &.,1 P.E , an rT�1W . ,.tt1E$3 3a W Zg
<br />MAXIMUM 0.5.0. 1
<br />INSTALLATION
<br />Mox. PANEL LENGTH
<br />DESIGN PRESSURE �
<br />L (Tt.}
<br />MINIMUM SEPARATION
<br />PANEL
<br />RA71NG (p.5.t.) !
<br />(5EE SECTIDNSj
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72,0 I
<br />8'-8"
<br />2 3/4`
<br />UNBOLTED
<br />.° DETAILS FOR QQTiON
<br />#2 FOR ,(FF5AFEtt
<br />STORM
<br />,' r xoN ANCHORS
<br />'.,
<br />®9' D.C.
<br />i� ' POURED CONC'.
<br />OR GOwRs-i8
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<br />0tl car}GREiE
<br />B1.rxiC REQUIRED .1Tr
<br />,NUT
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<br />SCALE
<br />'.
<br />', Y/b'a I, 3f3'#" WING
<br />anL WASHER 9 17 1/Y" at
<br />-_'� fAPCON ANCHORS
<br />(srrEsEn w/ SPUR)
<br />._POUR£0 CONCRETE
<br />OR CONCRETE BLOCK
<br />REtiU RED
<br />WALL MOUNTING INSTALLATION
<br />SQ ON 3A
<br />gF ,stLR
<br />SCALE 3/8'=?"
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<br />(sraccERED w/ sTlUTING D)
<br />aOUREb CONCRETE
<br />DR CONCRETE
<br />BLOCK
<br />REQUIRED
<br />� t MOgECTIQIi SH AI'L`ertON
<br />a LIFE SAFETY PM¢',t�
<br />Ar:sA7R ntx '!''•
<br />SEE SHIM,9 d 20 MR FNL'HON6 TYPE a --TMCW
<br />SPACING FOR RETAUA7%N6 INTO WOW
<br />MINIMUM A1IFMDR SPACINGS
<br />AND UM � cia I.) ;
<br />EDGE DISTANCE D15TMtif ARE WDIG,ED ON 71R5 a—aeFANP,�°MaaYr iDa) l
<br />SLiIiMAE FOR ED. LESS 71NN INDK,REU ON aRMW1 � M) }
<br />sSG201AE f+Em,cE ,Mf3WR s ACtND BY
<br />exnPLtWD sPADwc SHOWN ON 5a1EbuLe ARK ct4 (Ape rAe1aR
<br />81' 714 FOISOWDMa FACTORS, FOR THIS ,�
<br />OPEIMTNTN 70 fa POSSIBLE. REDUCED 3 A
<br />-
<br />SPACING OBTAINED USING FACTOR SHALL NOT
<br />_3 j3,._..
<br />� LESS 7lWN MINIMUM SPACaa6 a/01GTEO _. 'fI¢._...
<br />FOR FAON NIOHOR TYPE OiiTHISTSCHEDULE b'
<br />9 in'
<br />POURED CQNCPETE.
<br />OR CONCRETE
<br />BLOCK REQUIRED
<br />POURED
<br />1-1
<br />ji 11
<br />!-.1
<br />Is 47-11- ,
<br />6
<br />CONCRETE ; ;
<br />OR CONCRETE -
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<br />OR CONCRETE BLOCK .. OR CONCRETE BLOCK
<br />REWIRED' REOtARED
<br />MALL iOSCNIQ �I ,TICK WALL MOUNTING INSTALLATION
<br />SECTION dB
<br />0LiEUfkIAB. PANEL !/ LIFE SAFETY PANEL
<br />SOLE 9/e'=1" SCALE 1/8`.t`
<br />THREADED
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<br />5 Q DETAILS CTION 2 R LIFE SAFET'If SO A LSYSTEM
<br />INIt7 EXISTi� I , _11`�' , " t , 11 t � 1 KO Ot3 STRUCTURES
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<br />REQUIRED ."�-. WASHER O 8 ,/t' O.E. R£OUIREp - O (BEYOND)
<br />014-10 PANFIMAIE PLUS „ jl i. p1a-70 PANET.MAIE Pt•US 1,
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<br />/ / / / D c. w /
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<br />E MI BEADED PENETT#Tt --
<br />A7 M10WID7H OF pLAiE '. - :'.�. . ,4Y'.4. . , ,_.. AT MitrMD711 OF PLATE yi_.... > -
<br />g{1ALL UNTLNT� INSTALLATIONNT#N�Qj�
<br />g(�TERNATLVE SAW M�LET414rM»uT+jFA
<br />QEGLlLAR�PAN€L€L ,�.�`,��R �'..?���Ctr''�.,, +__�JEF �1
<br />SCALE 9/be.�Tn k 'Q�• 10EN§ ''�"?r ''To! SCALE 3/B"=qn
<br />.. •�." 'v AC '-, FLORIDA BUILDING CODE {High Yataclty Hurrtcone
<br />1 Y •` fdE'
<br />67oxDxD mTEco,a+1cF.P'NZG GAGE GdLVdHRED STEEE STORM PtkHEL
<br />1. IMSTALU710NS ARE GNIY VALID FOR BU1LDiMGS WITH A.S.D. Di�vaN tDA45 �*��'OF'A9niDi:
<br />UP70 i55.9.-72,0 PSF AND PANELS LENGTH UP TD B'-8 *�:_�
<br />��"=-`�-'._.,ti✓/aaAl.LaaD7fsA,Jmaa2FORNEWWDLTOFRAME CONBT3TVL'TWN:WOpD MEMBERS TO BF SOUniERN •, �ref"-+�_.{�a}s/�LOBALPROTECTIONPRODUS'eTSsLEG,%iC
<br />iCN'Etom2.w/SPEC3FIC bENSITY M0.55ORETx:AL��}'4�,'•E•'I����"'�T'�f.SlrViMt:�ae70zW. S, iTPZEi
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<br />WKifA A 19JJ7 x.. P.L as vw
<br />- _ A a4,zT. _ _ • SHEET M of 28
<br />QETAILS FOR OPTION-, #2
<br />.FQR F
<br />NO N T 0 4NC TE UR
<br />1 fa' UPCON ANCHORS _ 1 /4• TAPCCN .MICNORB
<br />O 9" 0.L. - p 9• G.C.
<br />Eaa I
<br />pptA-,0`° PANEsA4ATE PLUS
<br />wf
<br />_.�� " .."ir8'd % 3/32" wRtG NUT WA9Hik
<br />r 6 1!4• a p
<br />POURED CONCRETE
<br />0R Otf1;'{UtETE BLOCK
<br />REaLURED
<br />?AiTiLi MOUNTING INS' L ►TICK
<br />a5�CT10N 5A
<br />O RLGU[e
<br />SCALE 3/8-=t"
<br />-1-1-
<br />SEE SHEET 19 a 20 FOR aA}CF+O?FS TYPE Y �' alt itFf .� Pl}�idiT
<br />SPAC3N0 FOR e5iAW110if' INTO WOOD
<br />FTtA11E !%NPXNO. AY NKKW (Y,j 1 3
<br />t1815/1N ANCHOR $PACiNOS. AND MfiAiM1M
<br />LT)OF I3P>,'AMGE ARE rNO7GtTE0 Cot tN5 ata6f tlrtAI6Y tm,aMe (n.) A S
<br />SpiE1NAt rd2 E.9, LfiS THAN cVD,CA,tED fMi RR+ra4 OarAe a Omd MD �3 3 ,l'E
<br />SCHEDULE REDDCE ANCMiOT SPAOINO BY
<br />MUL14 LY3H0 iaAGWG SHOWN 0. Siiffi77LM.€ ADBYM, EA Q9ii fACm
<br />8i THE FOl.GOWRbB FAG1iRk^a- FpA TR15 �
<br />oPF7LA7Rxa To RE 13p55.�E, PEpuc6D _..._ '+'x• .,._ __ _..
<br />SPAw'"NG 08YARrF4 U9DRG FACTOR 6KALL PAiT 3 I f ¢' - -'-
<br />8E 1E55 ,it6N MKRM`JM Sr°ACaaO INDICATED _ y" _. 't W i.G4 -...
<br />FOR EAOM ANCHOR TYPE ON 71N5 SE3}E033LE _._._ ___._. _.> _
<br />5 I
<br />POURED CONCRETE _,
<br />OR CONCRETE MOCK
<br />REou+aEv
<br />1
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<br />mAiT ,a>m
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<br />_ 1A-,f}'a FANELMA7L P415 W!'
<br />�•..,.•/8 D g 3f3s.. WING NUTWAStBi}
<br />(BEYaNp)
<br />_P.OMREO CONCRETE
<br />OR CONCRETE BtOGt
<br />REOufAEO
<br />:`�:' UCENSF'
<br />:•• No, 44167
<br />co
<br />11
<br />SCAtE 316°.,,,
<br />Cx0%e TLLiGq K
<br />0
<br />mt.
<br />.E. SEALISOMME/aIn
<br />RIDA BUILDING CODE (High Velocity NO cone Zon
<br />ZO GAGE GALVANIZED STEEL STORM PANEL °�.
<br />raver. m:
<br />07/2lj3°xp
<br />.0 AL PROTEC
<br />TION CTLON PRODUCTS, LLC.,It
<br />§SF. 61 5;fP4'.'ET
<br />iy,Y!E R 3331a
<br />PRONw_ i4°476g'm--abie, fk%: 19s,lydm-$Lai 20-17$
<br />. « a».na - ar,,...: wuaa ,x+faamD xu:
<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
<br />BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S
<br />F'
<br />MANUFA4n _3RER,
<br />M PA
<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
<br />1
<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
<br />( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF
<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
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<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
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<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
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<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
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<br />- 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN
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<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
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<br />A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ �
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<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
<br />(B) IO 3. I CRExF Syr,;, jai,: �io.44167
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<br />- ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone
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<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
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<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
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<br />:•• No, 44167
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<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
<br />BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S
<br />F'
<br />MANUFA4n _3RER,
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<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
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<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
<br />( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF
<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
<br />S,ff 15 THE CONTRACTt1R`S RESPON +916ffY.
<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
<br />5007B 2At 1. STRENGTH
<br />w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC
<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
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<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
<br />- USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE
<br />R, SHALL
<br />Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y.
<br />(a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'•
<br />(eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF
<br />- 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T
<br />- 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN
<br />- /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />I'c=39S6 .a.
<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
<br />A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE
<br />FEMALE 10 & PANELbRTE PLUS
<br />A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL 13E PERMITI'EDi.
<br />f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr
<br />M1TO ANCHORS,
<br />N�1«•�;�:.tijr/
<br />A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ �
<br />FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„
<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
<br />(B) IO 3. I CRExF Syr,;, jai,: �io.44167
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<br />- ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone
<br />- t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP.
<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
<br />PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' �
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<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
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<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
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<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
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<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
<br />1
<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
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<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
<br />S,ff 15 THE CONTRACTt1R`S RESPON +916ffY.
<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
<br />5007B 2At 1. STRENGTH
<br />w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC
<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
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<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
<br />- USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE
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<br />(a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'•
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<br />- 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN
<br />- /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />I'c=39S6 .a.
<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
<br />A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE
<br />FEMALE 10 & PANELbRTE PLUS
<br />A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL 13E PERMITI'EDi.
<br />f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr
<br />M1TO ANCHORS,
<br />N�1«•�;�:.tijr/
<br />A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ �
<br />FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„
<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
<br />(B) IO 3. I CRExF Syr,;, jai,: �io.44167
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<br />- ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone
<br />- t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP.
<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
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<br />��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v,
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<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
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<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
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<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
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<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
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<br />MANUFA4n _3RER,
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<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
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<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
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<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
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<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
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<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
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<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
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<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
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<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
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<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
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<br />1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az)
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<br />��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v,
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<br />TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v
<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
<br />z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �'
<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
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<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
<br />o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y
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<br />:•• No, 44167
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<br />.E. SEALISOMME/aIn
<br />RIDA BUILDING CODE (High Velocity NO cone Zon
<br />ZO GAGE GALVANIZED STEEL STORM PANEL °�.
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<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
<br />BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S
<br />F'
<br />MANUFA4n _3RER,
<br />M PA
<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
<br />1
<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
<br />( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF
<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
<br />S,ff 15 THE CONTRACTt1R`S RESPON +916ffY.
<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
<br />5007B 2At 1. STRENGTH
<br />w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC
<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
<br />L
<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
<br />- USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE
<br />R, SHALL
<br />Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y.
<br />(a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'•
<br />(eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF
<br />- 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T
<br />- 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN
<br />- /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />I'c=39S6 .a.
<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
<br />A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE
<br />FEMALE 10 & PANELbRTE PLUS
<br />A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL 13E PERMITI'EDi.
<br />f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr
<br />M1TO ANCHORS,
<br />N�1«•�;�:.tijr/
<br />A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ �
<br />FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„
<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
<br />(B) IO 3. I CRExF Syr,;, jai,: �io.44167
<br />TF ' A . Yt•s
<br />- ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone
<br />- t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP.
<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
<br />PRODUCTS (Ym=2t)71 p.a.T,) r^"--�-----' �
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<br />11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{�
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<br />TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v
<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
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<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
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<br />TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§'
<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
<br />o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y
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<br />RIDA BUILDING CODE (High Velocity NO cone Zon
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<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
<br />BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S
<br />F'
<br />MANUFA4n _3RER,
<br />M PA
<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
<br />1
<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
<br />( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF
<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
<br />S,ff 15 THE CONTRACTt1R`S RESPON +916ffY.
<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
<br />5007B 2At 1. STRENGTH
<br />w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC
<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
<br />L
<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
<br />- USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE
<br />R, SHALL
<br />Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y.
<br />(a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'•
<br />(eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF
<br />- 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T
<br />- 1/4' ! X 7/8` CALK --IN ANCtKJAS, AS MANUFACTURED BY DEwatT INC. (MIN, t'r-3a0d p.P..t.) iB. STY;RM PANEL MANUFACTUR£P'S LABEL SHALL BE LOOTED ON A READILY VSiBtE LOCATION AT STORM PANEL IN
<br />- /71-10 PAN£LMATE FEMALE 10 & PAik.t,MN'E .PLUS ANCHORS. AS MNJUFAC-rL)REO 6Y ELCD C01iS"iRt1C--: OLd PRODUCTS ACCORDANCE WITH SECTION 7709.4.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />I'c=39S6 .a.
<br />( D.l) IABEI#NG TO COMPLY WITH SECTKtk ,709.9.2 OF THE FLORIDA BUILDING CODE-
<br />A, 1) MiNiMI)N EMBEDMENT 17F 7APCON ANCHORS INTO POURED CONCRETE SHALL BE t 3f4' AND Y` FOR PAN€LA?ATE
<br />FEMALE 10 & PANELbRTE PLUS
<br />A2 MINIMUM EMBEDMENT OF 1/4-0 TfB CAL.Y, -tN ANCHORS X SHALL BE 15 7J8" INTO CONCRETE.. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL 13E PERMITI'EDi.
<br />f fd' 0-20 SS 5RT£WAU: BOLT'. USED SHALL BE 9E LONG EN'QUGN(SNpUtD ANY FINSH %AaTEiP,At Ei"'ST). 10 ENGAGE 1/3" liHkpr
<br />M1TO ANCHORS,
<br />N�1«•�;�:.tijr/
<br />A,Jj IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, ,DR PAVERS BE t01ND ON `HE EXIB4TNG WALL DR >(�+ �
<br />FLOOR, ANCHORS SHALL BE il}TK ENOUGH TO REACH THE MAIN STRUCTURE $ES+iNU SUCH PANELS. ANCHORAGE SHALL �:'•�q„�L;ENA� f' ��A `:„
<br />BE AS M£NDAlED IN A,iy AND A•2y,: +• I
<br />(B) IO 3. I CRExF Syr,;, jai,: �io.44167
<br />TF ' A . Yt•s
<br />- ,JA' a TAPCON ANCHORS AS MANUFACTURED EX ITW BUItRF'X. INC � � FLORIDA BUILDING CODE H) h Velocity Hurricane Zone
<br />- t/4` D X 7fB" CA{y(-eN ANCHORS, AS MANUFACTUACO BY DEWILY INC (f'mm7SG0 P.#..) �..© 1,,, a24xv tATECA. INe. TP.
<br />- ITt4-19 PANe{JMATE 1EANtE 1D AND PANEL4IAT£ PLUS ANCHORS, As MANUFACTURES BYaI.cD CONSTRUCTIONk`�'-' .4(�11HI`:' 20 GAGE GALVANIZED STEEL STORM PANEL DArNb �
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<br />- 1 �� ` ! / 1 ..� / REAR HANGS Ta FAaBffaiE @tlSTALAFGN F I I --1-'
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<br />�. � �� � � � 9 E
<br />/j-'D?'90 �- •' -- h t - INSIDE OF SIAUCTWB. � IN510E p` S,RUCrURE. 1 < 1 1 - � � $ 1 i � _ ( � �,-
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<br />"` '�.'� - - '� 2'' 13.750' (._.°" � a ti � i -T--^._ �-'"j�'--r- � tlfva-3¢.1 .•us. { ¢ v' I- i � i I � � V
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<br />{N t.S) r _�. -t.- .. w— _.1.. a� sGEE Slss` + 1• �'f3T.€#` SCALE Yj3P a + RCDiwrm „' r S�
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<br />`--2.004°-._._.-•, (TYP.) ... 5" M9a.- _. ....- _. _: pJOTEs : - .-- '�`,E 1A-3 PANE r4 q � •, l �Nlti/e�a.TJr'ua caNncli °a "�� u� N f°afr
<br />9nT, TRACKS AT TOP & PANE}.MATE PLUS OR 75" IUVG ,",lt-a-30abls" Fb,& 'Iw9 4¢KiL � .,. ,�y---iP--,;!r wri me tfaa-aP.s/.• Ftauatb : 1 'J ^�t, t• Min.- fav9 xul�A• sOsa'
<br />A } � tLwrNa6
<br />f, }. OEFItJI7]OtI_OE. S =: r _ Y tEAtk`: ST'tiAM PANE,. SYSTEM CONSISTING OF PANEL RANEf.+ (TAT BOTTOM Yt PANELMATES. 1,
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<br />++��xy^ty�,r.�A n �. `Cent 'TRACKS 'FOP & BOTTOM, (2), END PANELS SHALL ALWAYS BE CfJNNEC7ED TO EJAYI# SILL WA},1 BY MEANS OF A+n �T , j4"•-~ems/t' efi ER 4 '/,� I¢avw[¢ ,, ,F,.. � # !
<br />4 �>�,�L;YpyOp, $ 6 MiDkE 3 At M ANGL PANLNLUU;T€9 pR. IF usEO J 1T' W/ t*s' t9W0 TR{,GK AT 90ttpM, END PANELS F � :,; j `�` , �%F•Rn% � -; ��i��yP• �N c9tt
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<br />-x»-E� -A" � •�.--"-� (?)�NU PANELS Sl•MMA,L ALWAYS BE CONkEGTE"D i4 BtiTFOM Tit.ApK OTM£tdWt$£ A STpP BAR' Kte .lxc r Faa i Rs••�rl ! ,. -: p�, ".°. ,y t&E scNEDuv, ,, a. � ow)
<br />1 T A iK7OE � t:.t SHALL OE PROVIDED AT TOP OF SLIEH PANELS. St1ALi ti«: CONNECTEp TO 2 w/ 7s/a'a- 9w} 44 S, W/' T/� w3/3Z" �N9uM ' t,�. -_� f�� tgax:ru.Tc ;: yyM. � N� 0R s.d'tT az)
<br />$0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^
<br />��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v,
<br />11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{�
<br />t .9T INTO
<br />TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v
<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
<br />z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �'
<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
<br />i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM
<br />TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§'
<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
<br />o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y
<br />«I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W
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<br />N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s
<br />� � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T
<br />_ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone
<br />a
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<br />1 I � _ -"75D` --- $-q • ATE Of .6n
<br />TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP.
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<br />SHEET N0.
<br />SH 1.2
<br />GENERAL NOTES: Y,l_r00F._(SMM j P/tElE1 cycTrnu
<br />T F-? HANG STORM PANEL SHOWN 0N THIS PRODUCT EVALUATION DOCUMENT (P..E:0) PAS BEEN VERIFIED aFSEb €t7R. COMPLIANCE IN 8.1) MINIMUM EMBEE#A,ET,`r or TAPC'ON ANCHORS AND PANELMATE FEMALE 3) 3) A P,VaC3,MATE i•Y1J5 INTO CONCRETE
<br />ACCORDANCE 911TVd THE 2020 (711I E;i#T10N) OF THE FLORIDA BUILDING COGS. BLOCK SttALI BE. 1 T/t'
<br />DESIGN c P WRiC LOADS SHALL 8E MINED AS PER SECT 9620 TH A MUM Or 1 X 7 OErER ION OF ABOVE MENTIONED CO[)E S.2) MINIMUM EM6Ed7A+[Ni 8 CALK-dN ANCHORS t 7/6- . AS E /4`a SHALL BE S INTO CONCRETE
<br />FOR A YNPR1 SPEED REWIRED BY THE JURTSDICTkON WHERE THESE SHUTTERS WILL
<br />NO EMBEDMENT 7Td ANY FINISH MATERAL SHAH. 8E PER M 1'T€G.FOR ADIRECIONAIYY FACTRG9a0.B@. USING ASpE7-,ffAND SHALL NOT EXCEED THEC'MSTA.AO1 i 4" P-ZU 55 SIOEW AIX BOLTS USED SHALL. BE LONG IH4 SHOUIf+ ANY F#N1S,d -A iAL EY JS T/ ,+ ENpUi' MATETO
<br />DESIGN PRESSURE INDICATED
<br />RATINGS OW:#EO ON SHEETS 25 # 26
<br />ENGAGE 1/1" INTO ANCN.-ORS
<br />IN ORDER TO VERIFY E ADO'vt CONDITION,
<br />MEOTt1pN° ULTIMATE DESIGN
<br />IGN WIND LOADS O P ASCE 7-1 DETERMiN E PER 5
<br />SHALL BE FIRS,' RE CCT! TO A DESIGN WIND LOADS BY MULTIPLYING $1' F OU 5.4. THEM 0.6 I O 7 $.3 INCA5 TN R A PA F N ROER 0 j £HAT RECAST STO F p RECAST CONCRETE NELS BE DUN€? ON THE EX67tNG WAU..
<br />TO COMPARE THESE w/ MAX. (As.0) DESIGN PRESSURE RATINGS INOtGATEn ON SHCEIS 35 3 26,. ANCHORS SNka HE LONG ENOUGH TO REACH THE MAIN 5TRUCr4fRE. 9EwaNE1 SUCH PANELS. ANCHORAGE
<br />SHALL ae' AS MENtiONED IN 4.1} AND IN 9.2y:
<br />NV ORDER T a VERIFY THAT, COMPONENTS AND ANCHORS ON THIS P. , . as •T E C TESTED WERE. NOT OVER STRE
<br />SSED, A 9J# INCREASE
<br />IN ALLOWABLE STRESS FOR WAS M .dT USED 0 IN THEIR I A AIM, :DADS NAIYSIS FASTENERS SPACING wTO'OOEt HAS BEEN
<br />DETERMINED IN N, ACCORDANCE WITH- s HORS SHALL
<br />BE INSTALLED FOLLOWING ALL OF THE R ECON9tENDATCN y AN ❑ SPECIFICATIONS 0, THE ANCHOR'S
<br />F'
<br />MANUFA4n _3RER,
<br />M PA
<br />NEL'S ANEL 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1 N ACCORDANCE 1N8T5i SECTION 56? 6 OF
<br />' 11 #i THE SHALL BE THE t [ft ABOVE MENTIONED CODE AS PER 3 fiON TESTING INC. REB.WNS3BL Of THE CONTRACTOR TO R1 rEN€S'TfA. LABORATORY. REPORT j 2032. AS PROTOCOLS TAS-Y01, VERIFY 71fE SOUNDNESS OF T4)E STRUCTURE WHERE SHITTER
<br />iAS-202 AND Tay-201 IS TO BE ATTACHEi? TO INSURE PROPER ANCHORAGE. THIS SHUTTER SVWI. ONLY 13E ATTACHED TO CONCRETE, BLOCK
<br />2. n415 SYSTEM IDES BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OFTH£ OPENING ACCESSING :� OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />1N5ln£ W/0 THE USE OF A LADDER OR 1:ii. THIS APPLICATION 15 VALID WHEN INSTALLATION 15 INTteDeD Ti. BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT E0.;E5 weStiH RE -MAIN H4 CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT w17}i THE BUILDING 10 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL. SHUTTER TRACKS Al AROUND FULL
<br />1. SERIES IBM INSTALLATION 15 AF'PL7CA6t.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONINSTALLATION'S REOUIREp ,O 9[ LENGTH
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13 STORM PANEL R4STAtlAtigtl SHALL COMPLY WITH SPECS INDICATED IN tH15 DRAWING 1'!.t)S ANY BUILDING AND ZONING,
<br />flEGU3AnON5 PROVIDED BY THE JURTSDICF}Ok WHERE PERMIT IS APPL)EU TD
<br />4. SERIES 20p0 INSTALLATION IS APPt+CAStE TO SINGLE AND DOUBLE HUNG AND HORI2ONTA� SLiuERS SiF?.E W4FJDwS WHEN
<br />INSTALLATION L5 REtDUIREO TD 6@ YRFOR iN£'t•- FROM THE INSIDE OF STRUCi1ME. 141ATRIUM. ATM WINDOWS AND 400R5, INC. E - <' HANG STORM PANEL SYSTEM"' IS PATE PE1VpR$ti,
<br />S. ALL ALUMINUM EXBB1Si0N5 TO '-T'. T 15. ¢ Tttt P.0a46C- T =
<br />j]E - RE Sagse ALLOT AND EMPER (UNLESS OTHERWISE NOTED) () 5 RVALUATION DOCUMENT {P.EO.) PREPARED(3Y THt& £NGBiEiPi IS GENERIC NO DOES NOT PROVIDE
<br />1
<br />{GR A }T1C PROJECT . SITE SPEC - f.a. WHERE ' THE ? FROM TH P , SITE CONDITIONS LEW+ E OM E .E_C.
<br />tt. At1. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 11 a5^H1A ALLdYY. INFORMATION
<br />W' NTPA T t f F
<br />( l L`ci CUR `0 B£ RESPOPSBLE OR TH SELECTION P R H T t E U 0 ASE AND 1N5� .kA .ESh' Id1CLUD diG CIF. SAF f Eh' OF
<br />7.
<br />. ALL STEEL 519EE7 METAL PANELS SkGkL.k. HAVE STRUCTURAL ° uaLnY 51EL P57M A- THI PRODUCT O. BSJ GRADE 50 Mln., GAd:YJnNi"LED STEEL 5 BASED ON TT•N'� P.E.fl. PROVIDED HE NOT L. SHE tX'1ES DEVIATE FROM T CONDITIONS / d5 THE OETNLED ON
<br />DES}ONA'FtCkN W/Fyn SB.9 RRt {AFTER Rpl3kp) Tt41S IYOCiJME� CONS1'RUCT#aN SAFETY AT
<br />S,ff 15 THE CONTRACTt1R`S RESPON +916ffY.
<br />e, ALL SCREWS TO BE STAINLESS STEEL e5(}4 OR 316 fdSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL A; PER ON (c) THIS PRODUCT EYA1.67A7i0N DOCUMENT WILL. BE hON$tI7ERED INY.N.3O IF MOOIRE51.
<br />5007B 2At 1. STRENGTH
<br />w KN+'nE11e s,Gr I . t / 5a H AND 90 ka. -TENSILE STRENGTH a SHALL COMPLY W> FLORIDA D,`N nOt! 3.9.a Bua l O 1;. `DOE SEC
<br />TION . 4 tSITE SPECIFIC P,TECfS ROSHALL BE PREPARED BY A FLORIDA ,) R€CEO STEAENGINEER DR ARCHITECT WN1ClI WIL
<br />L
<br />9. BDITS PO BE ASTM A-90
<br />7 DAlYAN92£D SEE4 OR A75! 104 SERIES STAINLESS STEEL, Wi iH 16 k4i MINIMUM WELD STRENGTH. BECOME its ENGINEER OF RECORD (E.O:R.) FOR THE PROJEi? AND WHO Wtk1 5£ tE�PUNS#dlE FOR THE PROPER
<br />- USE iS }VIE P..E. D. EtiGINEER OF RECORD ACTING A A S DELEGATED ENpNE£R TO 'THE Pk,n. ENGINEE
<br />R, SHALL
<br />Ib. ANCHORS TO WALL SHALL BE AS FOLLOWSSUBMIT 70 THI ' 5 .RATTER THE SITE SPECIFIC DRAWINGS FOR RLVlt1Y.
<br />(a) jg_EIusT1NCy_PDtr_ FyF(: ^ a1-iGC.EiF'•
<br />(eJ T}i6 PE-D. 5tfAL± BEAR THE DATE AND ORIGINAL -aEAt AND SIGNATURE OF THE PT201FESSEpNAI ENGINEER DF
<br />- 1/S'o TAPCON ANCHORS AS MANUFACTURED BY TT.W. LTU1tOEX. INC. (MIN. t'c=Ji9? D.R-E,) RECORD THAT PREPA^aED :T
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<br />11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{�
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<br />TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v
<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
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<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
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<br />TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§'
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<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
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<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
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<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
<br />i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM
<br />TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§'
<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
<br />o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y
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<br />$0$1-7$ Alum. ALLOY WING NUT NUT OR T fa'e-2DAJ M!H;. THUM INTO TAPPER A'v`( GEPT AS DN seer' n) ' % 'f '� 3. � I� {y¢ svqu-"�••.•! —Tas. ': P. ewOttecr0 'i. '``� e rY oc. '^
<br />��T..._ f2C+" (,y}., IF END PANELS ARE CDMNECTEO 't0 BOTT:2A} TRACK, G"DNNECTION St1ALl CONSIST OF DESGRiB€D INN NOTE (3J �OY7}. n1�AE a,..�' e, I -I �L, (». A_ND b!R'i„T�,�E?UNT#Nis IN_"'�.'. tw triesT a3) v,
<br />11 t/4"e-20x3fA' MS. W/ 7/Y`�t33Jj32" W1NG NE}r OR I/d'in3/4' Min. tN1JMBSCREY7 (3J. FOR CASES WHEN END PANELS ARE USE .ILS{MiTLY W i Jdko�,L"y�-TINt1 IhsT F /{�
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<br />TAPPED BOT10M TRACK. LOCATMIN' OF Ff>S"TENEYtS MAY BE ar EITHER OF '#Wo „,„,,,,,, / 5' tp.°kc TAA� (A} AT ��s _. I am FLOOR ��.N,i�l�(;{TINCi IN57" BU[l. -OU?' tACiUN"T N + i1�A'. � \ v
<br />! ! EX1ERbR FIAT FLANGES OF END PANE �' n^"" B11T ENp PANELS ARE tom` DOtiNFG#"u7 Tb �7i4)M YRACK 2 . STOP BAR $ (jN 1' �.- �} �I SGitp 3j8.T
<br />z! StGdL BE PROVIDED AT TOP OF SUCH P.3MCFS. SCREE 3!8>a• i +_(�) >Z€CTE$�N 3e SEGTiiN �'
<br />(A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK fi.e. A STOP BAR ta), FOR IMS7AISAr10M5 WHEN END PANELS AND SOME IhT£RtOR PANELS ARE DIRECTLY ((gg}}gg,0aOt4°, 1 )rr:r ,. 5..4.E Sra=*-' SCALE 1
<br />i I j - Me pNLY trSL'a AT TOP) AT LEAS - TWO PANELS SHALL BE CONNECTED TO BOTTOM
<br />TRACK MOUNTED TO EXISTING 51:1 WALL BY MEAP)S OF PA1@ELMATES, ONE On'ER10R PANEL Sr.B � � # I � 9PfLinG*.4k4 T[rs FOW /�§'
<br />0 1 - y p I p µt4lNnirl/ U5tNG SPECS INDtGATEG ON NOTE (3) ABOVE 1N SUCF1 CASE, CONNECTION 6F PANELS MAY BE USED JptNTLY W/ TRACK P'1'i AT HOT'9M ATTACHING COTTON TRACK TO WALL F Ira � as a As TOP AS AS ttTHtt7ltt/lU
<br />TO BOTTOM TRACK MAY IX:iL#R AT ANY pAAkFe-t LOCATION, 513�3 �, tit t,
<br />o I { ; I S�j� /{ �`// , W/ TWO PANE1AlATES FDl10NrtN0 NG SHOWN ON ELEVATION AND W/ A��?J,3 1/2` I � � �•.,_ i DF w%G , € W � ,�arfi � - t9 TRvxz fzT m1 at1<t �Q �l. FI �y
<br />«I I Tsa ;I I osr tTrP; R�" ....: •,,'.'AJ✓ (S> SEE SECnON ,'. 3' 8 a' ON SHEEt 2A. SEE ANCHOR sCHEDUtE ON SHEET 25, N6# NEED i0�8µE ro E�CTE 75T0�? k�! �4�R �F�ArdS. �3�2 YStuIL/ tlE IN�sT�aL1EG U,scsiA,._,T�4.�Pr �flR�£r t�z,¢ �p•��•" ;�/�•�„5 � W
<br />K, i I '�''. �ti�CEN,�'".,��i '"•�p`1�1n 1 }t,� jT�,yo smuaLnRt �DVQilA�PS�tiEE°ATAIHED � �x �
<br />N i T L<%FT � RIpTT skDE +Tt ERIOR PANEL) Ha+� 8 I xi ,oy4 410EPI,S�. ��5 s
<br />� � � I ' I � � No. 441&7 "'."�;..— : ` EN •"`' -� t i �.I�s ,tire No. 4416T
<br />_ t_ --� -- L I = it; = FLORIDA BUILDING CODE (High Velocity Hurricane Zone .+ �,' y�C ',� %.. FLORIDA BUILDING CODE H1 h Yetbaay Hurricane Zone) L�,•..._: --- Q my a BOTTak awxtraars taN � _ FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone
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<br />TeCA. °1C 20 GALE G#kYANFLED STEEL STORK PANEL r'. = Nt9. 4 IGT = 4D GAGE GALVANIZED STEEL STORM PANEL I FP. ,(�, � ^ 20 GAGE GA(.VANtZEG STEEL STORK PANEL rP.
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