|
-- _-L__ . . 11 1. 1 1 _
<br />----- ---ANCHORS (SEE SECTIONS ON SHEETS 17, 18. IS t 20) ---
<br />3A/17, W1a. 6A/1a, ayTa, 4yn. Lt8/1S. - T wx1
<br />1 MAN. HMAN/I1. 7Aw/t9 a awF/m 1aW/19, 7M/H a 6M/29 ,' Lam.
<br />----n111 _ C O - O O O L`
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<br />.t' MEN. aAwl79, 7AN/19 a &Ww/20 smum N W I& 78W/HI a 6M/2D
<br />_ANCHORS (SEE SECTIONS ON SHEETS 17. 10, 19 t 20)-----
<br />SCALE 3/1r•-1• 1/A' fat w
<br />i
<br />!PI®s
<br />B>(a
<br />SECTION A -A
<br />�.•L S A _L LL
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.W.(.)
<br />L 00
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />a' -a"
<br />2 3/4'
<br />UNBOLTED
<br />HEADER
<br />- MI Dom
<br />, ,n MIN, nOOD
<br />HIADER la2N AT WOO
<br />`,
<br />, ,
<br />In• ) 1/4'
<br />POW
<br />IDP.TH
<br />i (SEE NOTE I BELOO
<br />1fJ. avFaMIMR
<br />a w 11IAae
<br />, :
<br />NoouA
<br />cell Pa,. 1O
<br />1/4
<br />1'
<br />'
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<br />J-11-
<br />_.I
<br />- @ cow.
<br />TAFCM a r ac.
<br />INRIDOOD
<br />/61flRA1Q1 A WOOD
<br />HEADER
<br />r fOIMNwH I
<br />.M oaf Nm to -
<br />ON 1. Mai
<br />` PAMEL LENGIII
<br />Dum NOTE , BU.aw)
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<br />_.._ mn.
<br />'
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<br />w 1 1 Awl. ,MWeOm
<br />R MOIMN
<br />pETE
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<br />._-
<br />PLAN
<br />I___,_ -_-...MOOD
<br />PLATE
<br />Ia ,,T
<br />3 TFT
<br />SCALE 3/67-1' WALE
<br />1. ABTAUATONS ME ONLY AMID FOR BUILDINGS 01H ASD. PENN LOOS
<br />LP TO .504 -no PSF AM FAWL'S LOKN w TO r-r.
<br />2. FOR NEW ROOD FRAME CONSTINUCIOM, WOOD COMMIS TO OL SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.25 OR EOIML
<br />HEADER
<br />Am WOOD
<br />WAM
<br />Y ,/4.
<br />.I.
<br />1
<br />Na EW
<br />I
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<br />®.�
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<br />DE 41010
<br />in a16 Ella
<br />I
<br />'
<br />(SEE NOTE 1 BOON
<br />'
<br />1.
<br />PANEL
<br />tI/SIM
<br />S.S. M.S. W
<br />WHO 1A113
<br />I41.
<br />O.C. w f I
<br />1
<br />'
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<br />,IIDEMVWN a OF PALATE
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<br />._714Y-
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<br />1
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<br />sum (IrRIND) fart
<br />OE Y1
<br />PLATE �.�WDOD PLATE
<br />LWALL T"
<br />SCALE 3/a'-I•
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCA1E 1/2-1 )
<br />------13,1%' TOTAL_-
<br />.. 12.500• (EFFECTIVE WA"-----'-
<br />Dow MR. THICK
<br />Los?, OILNWQo, 1TIQL � A J30r
<br />2.000•• , ` TYP. A9TY A..fSS
<br />ED
<br />_ EDGE COME: ID
<br />wrw O[TML NL�'
<br />`,-SRTAE A flair
<br />----------__.
<br />--7.JSD•-= � t.�
<br />L------- ra3o• - -
<br />Q STORY PANEL
<br />/ HEM ENO UP
<br />wi /wliMEo CODE,
<br />` / J
<br />`tijsa• �_ • ` .
<br />ISOMETRIC YMif DETAIL A
<br />ROUNDED CORNER a ENDS OF PANELS
<br />DO UP W/ HE*= EDGE.
<br />(N.T.S)
<br />N
<br />O 3"'W(biax.) ALUM. ANGLE
<br />f
<br />730' .065' RT9•)
<br />Q t,SrOP BAR
<br />Low
<br />600-75 Rum. ALLOY
<br />I
<br />Lj-
<br />�q N1s•
<br />.250
<br />r--
<br />2.470,_ _
<br />O REVERSED
<br />who TRACK
<br />s,r
<br />IF 3.750
<br />i
<br />_ 1
<br />iTYP-)
<br />1 t 4
<br />WWI-75 Rum. ALLOY
<br />1D-
<br />O REVERSED aUa TRACK
<br />2.00D'
<br />I_ -� ,2s•
<br />© 22*j3*( nY) ALUM. ANCU
<br />nW
<br />^W
<br />O +�-+
<br />D
<br />Q O
<br />INSTALLATION DETAILS FOR OPTION J2 E SA FOR LIFFETY STORM PANEL SYSTEM iNSTALLATION DETAILS FOR OPTION 2 FOR UFE SAFETY STORM PANEL SYSTEM � -1 N � N
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES •� U � U)/E�
<br />i e' TA►CM AA1 m" _ 4C TAPCCN ANCHORS 1 4' TA'COM ANCHORS 1 4' TAPCOM MICIORS � y
<br />REaLrEO - BLOCK PE01ME0 1 sLo« REO3IED 1'�PJ'9 as �r o.c. �Lo, oM ANsaas o• D.C.V
<br />'r D.C. e r D.C. TAPOON ANCHORS
<br />1"N
<br />OR CONCRETE Olt 4 EtE41m CONCMIE I CONCRETEPDU9ED CGLOCK ONTRtE._ja
<br />OO�'- BLOCK RSAINUED 1 LL
<br />1R[OIMI[ BLOCUC _ RECLINED
<br />TOOT OCa
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<br />r• a 12 t/2. O.C- (BEYOND) /4-10'A ►ANEl1M1E PHIS w/ - ' /la-,OY PANnMATE rPWS W/ . 7Nw¢R a 12 t/2. 6.C, YaMNER (aC/0ND) j Y a 3/31'• MA NUT WASHIM 7j191 x 3/3r WIND NIT wRN 1 ! TNOIN AtNO10R6 i 1 4' TATN:ON
<br />TIPCON A/ClORS 7 4' TAPCOM IIOIOR6 /
<br />----i s IT OJ: . _. 4 1/r O.C. �RiaHDn, o.c W 6 //a• as SDEYONo)
<br />KTNaOAMw W/ solo) (9TAGGEIIkO w/ son)'
<br />__3AHRm CONCAE,[ . -POURED IXIIICJIE7[ __P_CIIRD CONCRETE _diUREO t:ONC1EIE •.. - OOIOE 6lDlR _ CONCRETE BLOCK
<br />REOI�tDD BLACK sAOM OR CONCRETE! INIQUIRED ommm sOCR fOR CONCRETE: gmu scat IEOtUIYD N1E0UMS0
<br />WALLWALIL Wwnw. LLAt>!Bl WALL MUMM _-I�L{JIIOM YPALLM M WALL :6B Es JSlALLdAM �lAt�dIl�4
<br />L LLIEE�! -1' tYE �' 'AIIFL LI!!< MPMITI IEL
<br />SCALE 3/6 -1' StJ'lE 3/6•-1` SCALE 3%S•-," SCALE 3/9'-1"
<br />xAa.E 3/r-7• � A T SCALE 3/r-1
<br />tµ4
<br />$ - I la T Au FOR AINTO W OWN: A AICIpR ItR M 1!a'P 1/4HN V ,... •: ••...� N)'
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<br />am ortANIx ME "mum DM 111w •w.I1N4N.lO OAaMr BN 3 �. �r FRANK.•\(•1� :� WMIWJM
<br />NCMC* SIMMONS
<br />NA Naal WPPa a 3
<br />u1MOME No EA. un Imm NW 0 DR asMrAi O.aAr w 00 a V `� flAiRWA BUILDING ))ODE h WI9a "to ON Zone .orum�ar THIS NU •..aaa 9w 3 a ('�). 44167 nmm euum t:ODE M h woo Nu►AoenP Zam
<br />SCHICK t Imm" ANCHOR w m a
<br />AATINLWO wNafG WaWw aR SCIIDLAE TALK u fsOE IT1016W { N0. At i .a2a loam. PC 20 OAOE OALYANIZED STEEL STORY PANEL rP. 9C1i®mt ICU EA. HEIR THMw NeOOE9 aN tLP NIy O>•NN w PN a s 1p * i 20 112470 nww..c BADE BALYAN(Ii0 STEEL STORM PANEL FP-
<br />SOEdAL NMkU ANCHOR WICN IC lw
<br />af THE POLLOWiO FALTNw. IN IHa 34 2 ; * w m BF. HIIUrL,WIG MVC3w Now ON SCOAAE WJL sm N TATE i Q DNMIM 9I:
<br />OPOINIM m BE MONIM MCKM ____-..I 'm � 71f : M At FOUMM MICRO, FOR 1-
<br />wom CMAI® um m m aPU. wOt 2 1 OF/aR/aw OFUVAM m a Past IMMZD DT/s/'a
<br />a L!$ AWN Nomw NML7O Nelwom -L° .- __ . ___ m ; TE L PROTECTION PRODUCTS. LAC. s --- E' •...... PROlECT10N PRODUCTS. U.C.
<br />FOR OCA ARCOR TIP[ am THIS soma _ _--- _ r �'�li'' RiD y� aNm EE s, nHIfD 1Nfe a nw iwrRN IPrO16 II fD I a 1 -i.m '- 1Ae - 3 OVAL 4a4 au N aw3t '�
<br />IL E C O AMC. -�-- IL EC O INS.
<br />n,uMwP .a w a 4PPf. w N11wt 12N4)NNN-T3N4 at 084N�4m 20-176
<br />t 1N 20-778 P11R 131CI ANCHOR tn[ ON tIa 7'C1®At r aN o DIN4 a mu
<br />LNN)Na-Tur. RN: PNaNa-NA a 1 - n.. � wr-PIN. u.: twR mwr
<br />wI•,mN71e w cameo N- YjI-7N w w tlaMa !I.
<br />Z. COAL A UNLIT R.. Pt Natr 17 a N ►.E !aN/rwAtUR/MA Wwip A 7All A.. Ft wQt a d' ri
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<br />how.
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<br />R AT WDOD
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<br />bSCHEDULE
<br />PANEL l
<br />CLASS
<br />Oi, S to
<br />BEL
<br />(SEE NOTE I RIAW7
<br />!
<br />i
<br />I
<br />I
<br />I
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<br />\
<br />1JXV . 3/32• WIND MU!
<br />2 W _
<br />+-�
<br />',
<br />ll
<br />RASHER e 5 1/4' O.C.
<br />014-10 1/4'ANEUATE' PAS/r
<br />AT
<br />wIDMmH Or PLATE
<br />>dAuMcslrmns riE, esi's
<br />SCALE 3/r-1"
<br />MD�Es
<br />1. INSTALLAOONS ARE CNtT VALID IN BUILDINGS WITH ABA. DESIGN LOADS
<br />u► to+%.5, -mo PSI, AND PNNEL% awm upTo r-r.
<br />2. TOR NEW WOOD FRAME CONSTRUCTION: 1TOOD MEMBERS TOI E SOUTHERN
<br />PINE NO. 2, w/ SPECIFY OSN OF 0.55 OR FDUAL
<br />r O C.
<br />MEADED
<br />DOD
<br />1• Yo..
<br />PANEL LENGTH
<br />I NOR I BELOW)
<br />NUT
<br />I Y `�7i•1 L��
<br />mmij-'s7m5
<br />3- IAN, 2'/24 V/24 4 (TIE ROLE 3 maim)
<br />1' Mw, COMCEfE AINCKNS Tih-
<br />S' Ym1.
<br />�--- Lms tNL2imlRE a mat 3N) ' "'� t• ItL
<br />14,• sat
<br />In• _ lip
<br />64
<br />Dow PAI4i_'_.+.. (MOOR AWw (AaUbIM raw LWWWR MY I
<br />SEE I'M 2, 2. 4 M" ,O NOTE I I I A 4 990A 3EE A 4 ♦ rA1Oi � i I I I I �
<br />1 1i 1 t• � I 4; t 1 I T� -_�
<br />_. • - _ P I I• 14H1- 1aMM11J10,
<br />Y. _ _ • 4d w W 2 1•
<br />,..
<br />.SE 1
<br />(- • i 8 Cart 4 BQcB._ - �.- raR CONCEDE ANC m SLE � IeR 3F p6pE • 17. r rRO*mr I V
<br />�SNc RRURM PNQE- -r- �- -• WIND, )[ COCA ON
<br />1• MP` t � 9RaYETi016 ON
<br />YMWA EaE TG Ian an I I/a• I ,/r` WIND, PANOsJ
<br />, 76• + LAST %THEE ® m BE 21STAI84 AT EACR
<br />LAST MNCL ® m IE #wx m A GCI ome !NIL NAM BE PRWOED w/
<br />Em"nowOPDNNO BALL ALwAR 2E RRIAOED w REw HYlp1E m FApURAE 215TAU,IOf1
<br />Rw Hw L FAQS is 2emLA EA s 2EETEIm m x NsrALm rwow
<br />IF m a[ NaTAIIEO FaOM
<br />E-2 HANG ORY PANEL SYSTEM ,� or gmxltm IE-Z CLANG STORM PAWL ST!STru rant or s1IalcRAfE
<br />1EWIiWI= J • ,• - ,ORE . iF
<br />1/4. 11.a DPI 1/4• IMP. wp 1/a- Ma TIP - _-
<br />VN• IMr. TEN--{�-
<br />&OW Nw w ®'
<br />Sim
<br />-� j�y A -A .�IJB-B �'LEI'rWoa`PNa`�"1D1
<br />hm ; TORE 443r - ,-
<br />(1). DEFINITION OF Rawer IMM E - Z HANG STOW TNMEL SY51E11 HXMSUlTWO OF PANEL .
<br />aifli_: TRUE. S M M;AfL- iLMAIE PLUS OR TV LONG
<br />(1). E . 2 HANG STORM PANEL BOT SYSTEM CONSISTING OF PANEL . (2). ENO PANELS SHALL ALWAYS BE COMNEC7ED TO !IA WALL BY MEANS OF
<br />C- TRACKS TOP !BOTTOM.
<br />PANELANIES OR. IF R19ED Y W/ 15' LONG 1NACK A[ BOTTOM. END PANELS
<br />(2} ,EEO PAWLS SMALL A.WAYB FE CONNECTED TO BOTTOM HACK OTHERWISE A STOP BAR SHALL % CONNELTEO m w/ 1/41-YQs3 4 S. w 7/((5,13/�r
<br />@EJ SHALL m PROVIDED AT TOP OF 9JCN PAFEtS. WING NUF OR 1 4Y-SORS MIR. r1NlMB6dEL RRG TA� (� EkCEPT
<br />(3). IF FND PANELS AIE TO BD710M TRAN"JL, COWECTOn SHHAIL CONSISt OL DEHCd6BED ON (3) ( A6
<br />t/4•P-20NJ 4• M.s. w 7 PIN.�3//yy�� WING HUT oR 1//a•2R3/4• LffiF TIAAie$CM (3). FOR CASES WHEN END PANELS ME ASE JORITI.r w/ 19• LONG ® AT
<br />ERG TAPPE ICIA1 Y (DCARON Or FASTDEIIS WY 8E Al ERHEI or TOO E(niM sUT END PANELS ARE MCI OONNBCTED TO 80TTOY 1RACK 7C STOP BAR
<br />EXTERIOR FIAT FLAGES OF END PANEL (PJ .. BE PROVIDED M TOP OF $11CI PAWLS.
<br />(4). IN CASE THAT ENO PAVES ARE NOT CONNECTED TO BOTTOM TRACK D.f. A STOP BAR (a). FOR N9TALMTONS WHOM END PANELS AND SCE wRROR PANELS ME DIRECTLY
<br />S ONLY USED AT AT LEAST TWO PAWLS SHALL BE COTO&= 10 BOTTOM TRACE AIOUNTEO TG EIDSTIHG SRl NLMJ. MEANS C' pA2WUAATTEESS,, OHW iN1ERnIN PANEL
<br />USING SPECS ON MOTE 3) ABDYE M sICH CASE CONCOCTION OF PANELS MAY % MailD JONILr w// TRACK AT BOROIA ATTKIWM) 8oT70M TRACK TO WALL
<br />m BOTTOM IlAcl( MAY OCCUR AT PANEL LACAt1011. w/ 1w0 PANELNiES rQ(LOMND SHORN ON ELEVATION AND w[ VIA
<br />2"
<br />(5) SEE SECTION t', 3' a 4' ON SHEET 24. SEE ANCHOR SCHLTXA.E ON SHUT ZS MIA. EDBE O4TMM FOR TM CAS NEEROR PAS YSEp Y /
<br />tll NW HEED To BE CDIIIOC7E0 TD w ANY fWUAEL TRACE S1WL INSTATED
<br />,MF"SE A: T�[/j - LATER OVERLAPS RETAINED BY �. LEFT a RNMIT SIDE a PANEL) NNE
<br />OwAIISAt AIdYEi VIAL E-2 N6AO nTVifrA PIBFL lYRT9Y
<br />1, E-Z HANG STORM PAWL AgWN ON THIS PRODUCT EVAI.UMION DOCUMENT (P.E.D.) WAS 8EEN VEREED FIR cOMPwct N
<br />ACCORDANCE MEN THE 2020 QIh EDITION) OF THE FLORIDA BULONG CODE.
<br />DESIGN WIND LOADS SMALL % DETERMINED AS PER SEE, ON 1620 0E THE ABOVE MENTIONED CODE.
<br />FORA HIND SPEED AS REDlMEO BY THE JLRIS01Cit0A1 THESE SHATTERS MARL m PSTALLEp AID
<br />FOR A DIR[CTGNARY FACTOR K4.O.W. USING ASCi T-t6 Ain SHALL NDT EXCEED T1fE NAEWLa (AS.D.)
<br />CCSGN PRESSURE RATINGS INDICATED ON SHEETS 23 t 26.
<br />N CIDER FIRST
<br />THE ABOVE A.S.D.DESON, NNO L E S BY WINO MONADS THEM
<br />BY .6 PER DERV 7-li
<br />SHALL 9E EtasT REDUCED ro o. DESICNI HIND LOADS er MUL7IPLYBNG THIDA BY 0.6 N OMEN To
<br />t0 COMPARE THESE w/ MAX. oIS.D) oESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 25.
<br />N ORDER To VEIBEY MAT COMPONENTS AND ANCHORS ON ITNS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />N ALLOWABLE MORE MR BYD IDADS WAS JEM USED N THEIR AMALYAS. FATENEIS SPACING To MIXED HAS KIDN
<br />DETERMINED N ACCORDANCE WITH N.D.S. 2015,
<br />STORM PAWL'S ADEQUACY FOR IMPACT AND FATVA RESISTANCE WAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1622 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. ONO. REPORT f 2032, AS PROTOCOLS TAS-201,
<br />TAS-202 AND TAS-203,
<br />2 THIS SYSTEM HAS BEEN DESIGNED To % INSTALLED ON THE OUTSIDE OF THE OPDWNO ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIT, THIS APPLICATION IS YARD LAWN INSTALLATION IS INTENDED M M PERFORMED
<br />FROM THE I M OF STRUCTURE.
<br />3. SIRES IWO INSTALLATION IS APPLICABLE TD SMILE AND OOUsfHUNG STYLE WIDOWS *04 INSTALLATION S REOVRED To TE
<br />PERFORMED FROM THE INSIDE CW STRUCTURE.
<br />4. SERIES MOO NSTAIATON IS APPLICABLE TO SIMILE AND DOUBLE HUNG AV HORIZONTAL SLIDERS SINE WINDOWS EN OWS WH
<br />INSTALLATION S REQUIRED 0 K PERFORMED FROM THE INSIDE OF STRUCI'UILE.
<br />5. ALL ALUY9AUM EXTRUSIONS TO BE 6063-T6 RUDY MID TEMPER (UNLESS OTHERWISE NOTED)
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 AU.DY.
<br />7. ALL SRCEL SWEET METE PANELS STALL HAVE STRUCTURAL DUALITY 91E6. ASIV A-653 GRADE 50 Min., OILWARED STEEL
<br />DCSIGMhTKIN W/Fy- 59.5 aL (OFTEN ROLLED).
<br />a ALL SCREWS 10 BE STAINLESS STEEL 304 OR 316 AS SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />50016 W/ 50 AN YIELD SNa:7D114 AND 90 kM TENSILE STRENGTH At SHELL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. Oft NISI 304 SERIES STAINLESS STEEL. WITH 36 MH MINIMUM YIELD SIREN17 N.
<br />to. ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />(A) To
<br />T/4•N TAPCDN ANCHORS AS MANUFACTURED BY I.T.W. BUI DE. NC. (MIL re:-3192 P-61J
<br />1/4• P K 7/6' CALK-M AMCIDRS• AS MAN IFACIIRWD BY DEWALT W. (MEN. f': 3000 W.a1.)
<br />- f 14-10 PAND^1E FIMA E O At PAN DAMIE PLUS AINDKOIS. AS MANUFACTURED BY ELM CONSTRIXIM PRODUCTS.
<br />Ira-Sm psi,)
<br />At) MINIMUM EASEDMEM Of TMCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• Alp 2' FOR PANE.LIATE
<br />FEMALE IO t PANFIW7E PLUS.
<br />At) MINIMUM DOM OO Or 1/4Y X 7/8- CALK -IN ANCHORS SHALL BE 5 7/6- INTO CONcarm NO EMBEDMENT INTO
<br />ANY FLASH MAIERAL SMALL ND PERMITTED.
<br />1/4- 0-20 SS SGEWAK BOLTS USED SHALL SE LOW DIDUGN(SEGUID ANY FINISH MATERIAK E» TD ENCIGE 3/4'
<br />INTO ANCDIS.
<br />A3) N CASE THAT PRECAST S70NE PRECISE CONCRETE PANELS. OR PAVERS IS FOND ON THE EIOSTNG Wu OR
<br />:LOCR, AN04M SWLLI BE LONG ENOUGH TO RDUCH THE MAIN STRUCTURE BENND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS MENINWD IN At) AND IN A,2).
<br />(B) Tfl EYISTIINt rnurtPPTc g .I 1
<br />1/4- P TAPDON ANCHORS AS MANUFACTURED BY I.TW. MA-DDL, PC
<br />t/4. 9 X 7/11' CALK-4M ANCHORS, AS MA&WACRIIED BY DEWAL7 INC.. (rm.1500 D•N.I.)
<br />f 14-10 RMELMATE FIDA" O AND PANELMATC PLUS MOOS, AS M MUFACTURED BY EL.CO CONSTRUCTION
<br />PRODUCTS (r11w2071 (u.1-)
<br />GINFIFF *am
<br />an $Dow IN
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<br />MAIL
<br />SOWN 1/2' . Y
<br />U.A
<br />Ri) MINIMUM DAM" OF TAPCOR ANCHORS AND PANELMATI FEMALE O Be PANEUATE PLUS INTO CONCRETE
<br />BLOCK S &L BE t 1/4'.
<br />8.2) MINIMUM EMBEDMENT Of 1/4•0 X 7/e CALK-N ANCHORS 9MlL BE IS 7/8- NIO CONCRETE
<br />NO EM8MMEM INTO ANY FINISH MATERNAL SHALL K PERMITTED,
<br />1/4. 9-20 S SIOnFALK BOLTS USED SHWA K LONG ENCUPKSHOULD ANY FINISH MATERIAL MST) To
<br />04MAM 3/4• INTO ANCHORS.
<br />63) N WL THAT PRECAST STORE, OR PRECAST CONCRETE PAN83 BE FOUND ON THE EXISTING WALL,
<br />ANCHORS SHALL BE LONG ENOUGH TO MACH THE MAIN STRUCTURE BEHIND SUCH PAWL& ANC ORRIE
<br />SHALL BE AS MENTIONED N III) AND N 8.2).
<br />(C) ANDOMA . BE INSTALLED FOLL068NO ALL OF THE RECOMMENDATIONS MHO SPECIFICATIONS OF THE ANCHOR'S
<br />MANUF11. a SHALL BE THE REMISSUM OF THE CONTRACTOR To VERIFY THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER
<br />a 10 BE ATTACHED TO RISURE PROPER NDHLORICE- THIS SHUTTER SHALL ONLY % ATTACHED To CONCRETE BLOCK
<br />OR WOOD FRAME BINDNCS,
<br />12. THE ISTALLAIIOI CONTRACTOR IS TO SELL/OYRR ALL SHRRTDT CCPoIENT EO:ES WHICH IEMNN N CONT RURA
<br />CONTACT WITH THE BUXOM 10 PREVENT WIO/RAIN NTRUIRom. OAURK MIG SEN, WWTMR TRACKS ALL AROUND FULL
<br />LENGTH.
<br />13 STORM PANEL INSTALLATION SMALL COMPLY WRH SPECS INDICATED N THIS DRAINING PLUS ANY GULONC AND ZONING
<br />REERMATIONS PROVIDED BY TIE JURISDICTION MM61W PERYR IS APPLIED To.
<br />14. AV" WIDOWS AND DOLLS. NC. E - Z HANG STORM PAWL SYSTEM- IS PDOOR POMM,
<br />15. (4) THIS PRODUCT LYALLMTON DOCUMENT (P ED,I PREPARED BY THIS ENGINEER S GENERIC AM DOLS NOT PROVIDE
<br />INFORMATION FOR A SITE SPECFIO PROJECT: I.N, WHERE THE SITE CONDITIONS OEWATE FROM THE P_E.D.
<br />(0) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION; INCLUDING LETE SAFETY OF
<br />TIRE PRODUCT BASED ON I" PALO. PROVIDED HE/SHE DOS NOT DEVIATE FROM THE CONDNONS DETAILED ON
<br />THIS DOCUMENT. LXNSTRUCTON SUM At BYTE S THE CONTRACTOR'S IESPOSSMt1Y.
<br />(0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WOW IF MODIFIED.
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REBSTERED EM MEER OR ARCKIECT WHICH WLL
<br />BECOME THE FSGMEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL WE RESPONSIBLE FOR THE PIIGPOI
<br />USE OF THE P.LD. ENGINEER OF RECORD. ACME AS A DELEGATED DIE NEER TO THE P.E.D. ENCIMMR. STALL
<br />SUBWT TO THIS LATTER THE SITE SPECIFIC DRANMGS FOR REVIEW
<br />(a) TINS PLO, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SKINATUIE OF THE PP M39OW DIOEEp DF
<br />RECORD THAT PREPARED IT
<br />It. STORM PAWL MAN UFFCTLREIrS LAKL SWILL m LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N
<br />AC(AIONKE TOM SECTION IMS.93 OF FLORIDA BUILDING CODE CIE LABEL SHALL 8E PLACED FOR EVERT OPENMIO.
<br />LIBELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORID BUILDING DDDE
<br />No. 44T67
<br />T FLOOR BUILDING CODE h Voloft Mu"Wom
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