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<br />(SEE NOTE
<br />LOOM
<br />1 eEtop
<br />te.1aMXI1WDN
<br />� �
<br />TO aAea
<br />ON OMeMT 0}e}
<br />1S/$gyM,S-
<br />; 1
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<br />1' MI
<br />IVNEL. ti
<br />(SEE NOTE 1
<br />ij CENT. CONr.
<br />x 3/32• WNC HUT I x 3/32' WNG
<br />O 12 l/2. D.C. Ur MIIWHEt (BEYOND)
<br />`i 1 4 OIPOON O or O.C. f CI AWOON O 6" O.C-
<br />W/
<br />w/ STUD)
<br />THREADED
<br />w t 1/Y M MMD1H M'/' ' TNXH AT MIDWDM
<br />OF PLATE OF PLATE
<br />• WOW PLATE • w000 PLATE
<br />MED
<br />WALL �MLO�U�N�T�R��iG� INSTALLATION �W�,TM AlSAW ALYMMTM IMP
<br />9�iL�1
<br />�� O LIFE SAFETY PANEL
<br />SCALE 3/r-l" SCALE 3/8'-I'
<br />MI=
<br />1. 96*1910 6 ARE OILY WM FOR BUILDINGS WITH ASS, DESIGN LOADS
<br />UP TO +36A' -79.0 PSF NO PANEL'S LENGTH UP TO i'-W.
<br />2. FOR MEN WOOD FN1AE C01 SIM1Cf M WOW MEIdKRS; TO BE SOUTHERN
<br />PARE NO. 2. W/ SPEcsHG DoIIITY t>F 0.Si6 aR FAUML
<br />t
<br />2A00' .2'•
<br />��fAl
<br />W^ SS
<br />To
<br />(SEE NOTE 1 BELDW)
<br />4'e-20
<br />S.S. M.S.
<br />T/E•e x
<br />�116 pLTT
<br />i
<br />HEADER
<br />ED
<br />t e TAPCON O 6' O.C.
<br />1 / MRL TIRE/DED
<br />AT WOOD
<br />'l' MO
<br />PANE. LE
<br />CM wn: 1
<br />t/4'I-2047f4'S.S M5, w/ - 11/4'I-20r3{4S.S, 11S W/
<br />/8-ex3/32 WING MR 7/xs3/32 WHO n,rt
<br />+e 1MASltR M 121 O.C. WASHER (BEYOND)
<br />1 4"1 TAPOUR O r O.C.
<br />1 1 2' EARN. 'MREAOED
<br />AT MIOWDIHH
<br />OF PUCE
<br />YAD00 PLATE X4- W000 PLATE
<br />WALL MOUNTM @LRLALLATN)N
<br />7AW O REGULAR PANEL 7Bw
<br />SCALE yam•=1' O HFE SAFM PANEL
<br />FLORIDA BUILDWO CODE ( Ye LUuRearls Zone
<br />F. am"'LEM 1'C 20 CAGE O&VAMD S'M SFORM PANEL FRL
<br />w�1A�1 �a�1 y� BRMAI ttE
<br />� PROEL HIVIN PRODUM �:1ATOM
<br />_ ■Ir ECOlMC. 4@WSW.01STMAY
<br />OML R. 33314 15-021
<br />NIMM! wise -:SAIL FBI: MGM -am
<br />P lip.. pFe H-1� . Ai r (!q7 Ot-WI Lae = �s Ile �+.. nl•��• rlt OeMID Mc
<br />RAM
<br />eAtYBff A��� ►t rwnF � - WAIT tF O 30
<br />MT- -
<br />11
<br />COMPONENTS FOR SERIES
<br />2000 & 1000E-Z HANG STORM PANELS
<br />(SCALE 1/2=1)
<br />r
<br />-12.BOD' (ffF1?CIIYE NODr} .
<br />1
<br />t
<br />.m!•
<br />�
<br />44
<br />O.Oae• VOL
<br />THICK
<br />ASTM A-e61
<br />ow" DO MMIMM
<br />IIETAi AJ
<br />0-80 a1LV.
<br />4" ,
<br />(� STORM PANEL
<br />ACHY
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />ETD LP W/ IEIIED EDGE.
<br />(NT.S)
<br />L
<br />I I�
<br />O7 3"z3!(M0j ALUM, ANGLE
<br />ill LONG
<br />8063-75 Akan. ALLOY
<br />AIL0.
<br />YaL �N
<br />10 AE/AN
<br />oO RM6
<br />MEN•
<br />DI D -
<br />HM
<br />+O -7DL3
<br />70' OR LF66
<br />2 S/10/'
<br />L
<br />' ' . 1' �
<br />+e6A -753
<br />70' OR LASS
<br />2 7/6'
<br />IMM •
<br />4• i 4'W
<br />• r! �/I� 1 47sOT�11 cF R . KI & WIMaMN AT WMRLM s 4or OF F9XL LJMM
<br />O REVERSED nh* TRAM
<br />.760'
<br />.e r
<br />1Y
<br />3 760•
<br />1 1/4- IYDE
<br />8081 T6 AILM. ALLOY
<br />+Y
<br />o REVEU"
<br />TRACK
<br />-I='
<br />2A00'
<br />125'
<br />I
<br />© 2N1E• 0j=.)I.UM, ANGLE
<br />CODE (Mah
<br />I ' 1't- . -:i �-i1;+ 311111 :.IPA IX070bJ3-'1rN:1 ..4; �M
<br />i1 h1. .:Nil , '1
<br />11: l :I71.
<br />MAIYM A1MaOMM MMCe10 HWW C 0. = 3 t/a• •
<br />/ 4t
<br />Aw Oq�epl
<br />OF TEEN
<br />MAXIMUM PM0.
<br />LOOM •1- W
<br />p
<br />1•
<br />0' me
<br />CA"
<br />PNMLM BE FIRMS D
<br />FIMELYOE rum
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<br />C011CFERE ODaI
<br />D OaAEIL
<br />0 amwaERDE
<br />OOMCME
<br />OD47C
<br />A OOIfME175
<br />ILM
<br />1r
<br />N/A
<br />1r
<br />N/A
<br />12-
<br />WA
<br />12'
<br />N/A
<br />1• k 2' (TOP)
<br />70" OR LESS
<br />1I'
<br />3.*
<br />TO-
<br />r
<br />5'
<br />4'
<br />S'
<br />.4•
<br />1
<br />1
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />12 1/2-
<br />11-
<br />Y (90M)M) _
<br />-
<br />+40.01 75.3
<br />7'
<br />N/A
<br />6 1/2'
<br />N/A
<br />4 t/r
<br />N/A
<br />4 1/2-
<br />N/A
<br />3' (TOP)
<br />Ir
<br />N/A
<br />Ir
<br />N/A
<br />9 1/2-
<br />N/A
<br />/ 1/r
<br />N/A
<br />S (EIOTTOM)
<br />tr
<br />N/A
<br />tr
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />Ir
<br />rIr
<br />01/r
<br />Ir
<br />IT"
<br />12'
<br />it'
<br />4 Hld[trIOM)
<br />* Lwo 10 ie.0 PAT. "A DE4w PRESSURE TWIN/.
<br />ANTS SHEET s Fait MUM TM NA IWeLMO FOR IiIILLA MIS MO MOOD
<br />MMM MI DR IUOLR AO MOM! ®OI 04310M AM ODItlIm OM ALB
<br />SOMBRI AI FOR lid. AE71! AMM Mdl D OM HONED" M®Ii ANSM1 I-M IG
<br />It MIL7pum MIMCIM OHM ON SCHIMUE 01 W IOMOIINO 1111111111L MR
<br />THIS QOIOn1 10 lE AOI 1 1®Id! tIMtLAM 4 wom MOM M V A" wu
<br />ROT K I= AWN IMAM S111ON/ IDMYSm TOR GOI AIODII TINE AT
<br />NICNMM MOM
<br />,/�
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<br />ANCHOR TILE
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<br />+ ME ME5 MIDL DasDNCE IEHWEDJ WT M OF PANG I 1/2"
<br />AID ® To 6E 1/r Mlml.
<br />1
<br />++ asaw i Mal. awDCE MIM@N wrmM OF PAW. t
<br />AM ® TO !E 3/1M '
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<br />RE
<br />iTH
<br />OJOW)
<br />2'a4'
<br />R'cOU
<br />114-10 NMNIELM
<br />al 6 1/4' O.C'
<br />MIN. AwEAM
<br />AT LODwYJIH1 OF
<br />WALL 11�, (MIMIC INSTALLATION
<br />ALTERNATIVE aAW
<br />0� LAR PANEL
<br />SCALE 3/e`=1-
<br />NOIM
<br />H. INSTALLATIONS ARE OILY VALID FOR BUI DINOS TRIH "M DESIGN LOADS
<br />tP TO +SSA -72A MF AND PANEL'S LENGTH UP TO W-8'.
<br />2. FOR FEW WOOD FRAE CONSIRUCDON: WOOD MEMBERS TO BE SOUTHERN
<br />PINE 140, 2, W/ SPECIFIC DENSITY OF 0.53 OR EQUAL
<br />DW)
<br />ALUUAWN
<br />RNATIVE 8Bw
<br />j GSM SAFETY PANEL
<br />SCALE 3/s'-1 • FLORIDA BUILDING CODE fWah
<br />r �V12 1'/24 4 S pAr Z�tE H�".F€'NETc' °"°")
<br />L,ri) ` 3* lax.
<br />'• (SEE B lift OVICOM �T 23X t' Men.
<br />wiffit
<br />wilpe.
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<br />•
<br />AUaMAtE
<br />3.
<br />SEE NOTE 4 NOTE
<br />FOR CONCRETE ANCH1M SEE
<br />a•--�.MAY
<br />tf
<br />BE
<br />--- {ALiEX1TATE ICAThOMI.
<br />_
<br />Sow
<br />agEC�TfOTIS
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<br />3
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<br />t LIST IVNIE7. / m BE WSYAItED ATEACHrD1E
<br />2000oPEIWs
<br />• USE PANEL © m BE D,SIALLFD AT EACH
<br />SIWL AU kVS M PROVDED w/
<br />�yp��AL EL_FyAT10N FOR_ SE;jtiES 1Q00
<br />t
<br />R HAN1aE TO CAOUTATTE MSTAUATIO*N.
<br />M IM'TF]MJkA ICI BE #61A.1m FROM
<br />SEBIES
<br />REAR i1ANOtE TO FAC8ITAT'E OBTKIAAON
<br />J.J ` '
<br />'a'T °C S°°1CRTRE
<br />'
<br />s rGrE4oE0 To BE III WADED FROM
<br />MiSTOE t]F STrATCILMPE.
<br />F-Z HANG STORY PA"a (p SSA- T, EIA
<br />y4Yj 3/Sr . 1•
<br />IOU S/sY . Y-
<br />�s-1/4• Mm OW.
<br />1/4• M_ GAP V4• R6x, C.1P
<br />PIP SIR
<br />1 ©W/ OR wo ©• (2)1
<br />•. i2 ""TOMt1E i11CA110N
<br />SECTION � B AT n+o A�sT
<br />SE CTION A -A
<br />: SCALE 313r - I'
<br />SCALE W - P
<br />(I). DETMe110N 0_F S"HE5 10OD: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL 4
<br />TRAM AT TOP d PANELM/DE PLUS OR 15" LONG
<br />Noms-.
<br />2 AT 807 M W/ PANELIANIM
<br />(1). E - Y HUNG SFOIb/ PANEL SYSTEM CONSISTING Of PANEL +
<br />Cunt TRACKS TOP a BOTTOM.
<br />(2). END PATERS SMALL ALWAYS BE CONNECTED TO SM.L WALE BY MEANS OF
<br />PANELMA7ES OR IF USED Y W/ 13' LONG 2 TRACK AT BOTTOM. ENO PANELS
<br />(2). �j1D fMVO].S SWttL ALWAYS DE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP SAR
<br />N8J SEW.L 8E HALL AD AT TOP O 51R71 PANELS
<br />1111 BE. CITED TO W/ T/4'1-20x3 4 S.3/3Y
<br />WING NUT OR 1 /4'1-(.'K0%3 Min. TNU 1N1O TAPPEF 2 (EXCCPT AS
<br />(3). F END PANES ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL COMST OF
<br />DESCRIBED ON FKITE
<br />1/4'e-20x,L'/4- MS. * 7/8•ix3/32" WINO WIT OR 1/4'Owi�4' Min. THUMBSCREW
<br />EITHER Of TWO
<br />(3). FAR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 15• LDNF, TR % 2� AT
<br />BAR
<br />ALTO TAPPED BOTTOM TRACJ(, LOCO" OF FASTS LMY AT
<br />EXTERIOR FLAT FLANGES OF ENO PANEL
<br />BUT ETD PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 . A STOP
<br />r'a'SHAL BE L1V0AT TOP OF SUCH PANELS.
<br />(4). N CASE THAT ENO PANELS ARE NOT CONNECTED To BOTTOM TRACK (i.e. A STOP BAR
<br />(4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE OMMMY
<br />TRACK
<br />USNO S[PMSIS ONLY USED ABNOCAL ON NOTE (3 PAT LEAST TWO PABOVE. N SUCH NECTION�OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />NBE USEDTED TO �X*My W/ TRACK a)STIOG SILL WALL OLMEAMS OF PAHELMATES, ONE INTERIOR PANEL
<br />µAAYTTOM
<br />TWO PNVEI.MLAT'ES FOLLOWIN�CASHOWN ONA�II.EVAIKXNBOI D WTFY.fA(3 L
<br />(5). SEE SECTION T', XS 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25.
<br />MW/
<br />g� fI�]
<br />NOT NEED TO gE�CONRNECIF!) TO Ct} RACK MEANS. TCZ) SMALL Pi INSTAUID
<br />Zff PANELS IRE LEFT k FBGitT SIDE OF OR PA1EL.) HAt4E
<br />RETAINED BY 2
<br />.
<br />FLORIDA &IOLDHVG COW N Ye*acit tlNxrtcwrs0 Zone
<br />'
<br />owls nAGri AC
<br />E-Z HANG STORM PANEL SYSTEM 1I1
<br />TAL
<br />Us an mvNRID am aeee PAW)
<br />t>wN w
<br />0.
<br />ATMUM W9ND0WS ANO DOORS, INC'
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<br />SHEET 23 O• 11
<br />- i
<br />INEALLATION DETAILS FOR SERIES 2000 & 1000E-Z HANG STORM PANEL I�
<br />INTO EXISTING WOOD STRICTURES
<br />1/4'I LAC SCRENS 0 r O.C. W/
<br />I I/r Wri TREADED PBM7RAIM ((y3T1 Mtn. 2'x4' WW
<br />'4ir LAn Salim ! b' O.C. W/ � 10 EXISTING WOW "DOER. � IFJOEIM AtuUm
<br />I/Y Het TWWAD D 999I11*710H RAT OR ON EDOE
<br />DISTRO N000 HEADER,
<br />4 Car:. i14.EA1•NaD aQ
<br />o'N- 01
<br />EA END OF ® $ .2
<br />IS 41 TAG SCHIM a O' aC W/
<br />Twin W. 114REACED PD&7RATION
<br />' 4• MA N/ 7 Fasm 701E7L "M WOOD WADER.
<br />(SAL DETAL 1 k
<br />NOTE 1A = .6
<br />3/10' AMM1. POP 0111 4 UMj14e1L S.Y.S.
<br />own" OF Emw � • EA. END CIF (D
<br />YolE f17
<br />IA=4 R
<br />t - 3EPARANak
<br />2I/SIP IAR�AM7N p�3/ To GLASS. 77d//
<br />LLs 1:3/�• 1 WNce�rirt�e
<br />A GLASS.nu+ pprdw
<br />kYElt/OVBBBAP
<br />;
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<br />! n• s I
<br />1 t r- 4' S W 1 4•0 PAN MWN FEMALE ID
<br />2 Z TE NLLtNS W/
<br />��7 M1Ar. TlINFAOEO
<br />NITM UAr��/tILlarj
<br />I/1 �Mk. TDm rFta4N11ATbN • MDGpt MATEREOURm
<br />OF PATE A SW M 2000 OI FLAT OR ON MW
<br />4"�P1�oA Nish/e WALL MtN1NTIN13
<br />INSTALLAIM
<br />jWAU MOU Gm ALT E 22"W
<br />INSTALLATION LOTION SCALE I/r-1•
<br />rji,NM AM 1."W 1
<br />SCALE 1/4"=1- 1
<br />ILMsc
<br />1. NiSIAl1A11OlS ARE aLY VAC FOR BUMDIga WITH A.5-D. OEM LOIN
<br />j UP W +W.a -7" W AND PANNL$ WON VP TO W-10•,
<br />2
<br />PRE Ik, SPECIFIC WOW OF GM OR EQUAL
<br />TO BE SOUTHERN
<br />�Tk tA�. SjOP • '
<br />1 D AS FNWL OOIDEORON TO T1b ILA �ORE3] AM � d1
<br />MOOD OR 2A00 M IXIAIdN TYPE CH SIFT 2SAFIXAM
<br />QLAMMM ALTE UMS TOP LLEAMn WOOD FLUS
<br />TOP a BOTTOM M711NNan" CM BE GOIWI ED R ANY
<br />MY TO SUIT ANY WILLAWDK smut, 1/4' - I-
<br />1101E 1 SHVM TRACKS Mw SHIM Mo CORN
<br />2 O 1d TILL
<br />I
<br />7k]i3?'/
<br />10 GLASS.
<br />;
<br />OAM o.IRCAP
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<br />art. Mvr NUT i 44 MNwD
<br />, a.
<br />i-(;)COnR ,14x1• S.MS
<br />I �j O EA QC1 oy (D
<br />`a•V'L! M SEMI. 1/24 a
<br />I
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<br />"I
<br />DMA.
<br />_.LIFT B
<br />/4'sy{-Re F'rJ33//4' WA -
<br />( L
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<br />/• MA7SYUMOBCml -n. /4.
<br />a, 1.
<br />1 4 •N11ER'
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<br />i U 4'rRL3/4' M.S. W/ 7/D'fti/32•
<br />1A
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<br />/4 F LAG 9CPEWs e r O&. W
<br />ARL 1 t/r MT140ADED PEM
<br />rArti
<br />{2T
<br />/4Y L 40 SCAB" a 47 aG W/
<br />.1!Y i T v PENETRATION
<br />IiORDTN OF
<br />W 2•e4' W00D
<br />ELATE airpam RAY
<br />FLAT OR ON ��
<br />BUIt.D•-OEIi' 413
<br />FLOOR TO CdNf(i LMOUNTING
<br />L
<br />AI.TES�tlA,tT/lj 4 'W
<br />SCALE t/4'=1•
<br />AN�
<br />s'�iaQ� .........
<br />FLORIDA BUILDING CODE (HTah VNoeLH Nurl7can
<br />HEAL IJOTES. VAfRt CyZ{ C7C1R�t PAFdl SYStE]/
<br />8.1) MIHMN EMBED ENT OF WCON ANCHORS AND PAlELWIE FEMALE D B PANEL ATE PLUS IRO CONf71ETE
<br />1. E-Z H" STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) HAS BEEN VElaiM FOR COMPUANCE IN
<br />BLOCK SHALL BE 1 1/4.
<br />ACCORDANCE 1MDH THE 2014 kixnvi OF THE FLORIDA BUILDING OWE.
<br />DESIGN 7diH0 LENDS SMALL BE gETT.?MNEC AS PER SECTION tIT20 of THE AB04E MENTIONED CODE.
<br />8.2) MINIMUM 14FIEOMEW OF 1/4-0 X 7/8• CALK-N ANGIDRS SMALL BE IS 7/e INTO CONCRETE
<br />NO EMBEDMENT INTO ANY F1115H MATERIAL 5FHALL 0E PFRINTTED.
<br />FOR A WIND SP_tO AS WQtXRED a- THE ,IUR=tC" WHERE THESE SHLR1iR5 WILL BE {H�TALIM AND
<br />FOR A O,RECTK tALTY FACTOR KE=0 35. USING ASCE 7-10 FOR 04STALAMOM UNDER 2014 F 'AND SMALL
<br />1/4' f-20 SS SIDEWALK BOLTS USED SFWl BE LONG ENOUCH(SHOUID AMC FINISH MATERIAL DOST) TO
<br />NOT EXCEED ME MAXIMUM (AS.0) 'E.4NGN T'RE55URi RATINGS IOHCATM ON SHEETS 25 Le 26.
<br />ENGAGE 3/4" INTO ANCHORS.
<br />N ORCER TO VERIFY THE W* COt10IT1ON. ULTIMATE DESIGN WAND LOADS DETEAMRJED PER ASCE 7-10
<br />SHALL BE FatSi REDUCED TO A.S.D. iXE N t!NM4D LOADS BY IAK]1PLYI NIL THEM BY 0.6 ON ORDER TO
<br />6.3) IN CASE THAT PRECAW STONE OR PRE `f W CONCRETE PANELS BE POUND ON THE 00STM WkL
<br />ANCHORS SHALL LONG 6vX1GH TO REACH THE MAIN STRUCTUREBLiH1RD SUCH PANELS. ANCHORAGE
<br />TO COMPARE wAmF w/ MAX. (AA.S.Oj ocSO4 PRESSURE RATINGS INDICATED ON SHEETS 25 &BE
<br />26,
<br />SHALL BE AS MDMOIED IN MI) AND IN a2).
<br />IN OROFR TO tA.R1FY THAT (x]MFYUNF}rS AND ANGI M ON Top' P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33XG INCREASE
<br />UN ALLOMND:E STF -, FOR WIND t_;.4W WAS RQI. USED R1 TWR ANALYSIS. FAM94ERS SPACING TO MOOD ELLS BUN
<br />(� BE IISTAU�ED FOLLOWING ALL OF THE I i1END1710NS AND SPECIFICATIONS Of 1Fi MOWS
<br />DE'TE' HONED I4 ACCORDANCE WRe1 N.D.S. 2012.
<br />MANIUFRM
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FAIME RESWANCE HAS BEEN VERIM ON ACCORDANCE WITH SECTION 1626 OF
<br />II. RT SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDLESS OF THE STRUCTURE WHERE SHUTTER
<br />Twr Aawr MEWagED CODE AS P't7 FENESTRATION TESTING LABORATORY. INC. REPORT f 2D32, AS PROTOCOLS TAS-201,
<br />IS TO BE ATTACHED TO INSURE PROPER AHCHoRAGE• THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />TAS-202 AND TAS-203.
<br />OR WOOD FRAME BURDOM
<br />2. THIS SYSTEM HAS BEEN DFSZONFD `a BE N9TALLEO ON ViE OUTSIDE OF THE OPENING ACCE siNG THE OPENING FROM THE
<br />INSIDE W/O TILE USE OF A LADDER OR LIFT. THIS APPPLICAMN LS VALID WHEN ITS7910ION B INTENDED TO BE PERFORMM
<br />12. THE INSTALIAIM CONTRACTOR IS TO SEAL/ `WAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN It CONTINUOUS
<br />FROM TK NSILC Ot- STRUCTURE
<br />CONTACT WITH THE BUILDING TO PREVEI7r-WID/RA1N INTRUSION. CAULK AND SEA. SHUTTER TIRACICS ALL AROUND FULL
<br />LENGTH.
<br />3. SERIES !OCO INSTALLATION IS AWL!::.W To SINGLE AND DOUBLE HUNG SMF. WINDOWS WHEN INSTALLATION IS REQUIRED TO. IV.
<br />13. STORM PANEL INSTALLATION SMALL COMPLY OATH SPECS 94WAM N THIS ORAMIMG PLUS ANY BUILDING AND ZONING
<br />PERIMMP'D TRCAt TK tIT`sl[TF A- ':TRUCTUG£.
<br />REGULATIONS PROVIDED BY THE MOSOICTDN WHERE PERMIT IS APPLIED TO.
<br />4. IiER&-S 2000 WST:ALLAT" IS Aml-AGLF TO SSKAi AND DOUBLE HIA% AND HORMWAL SLIDERS STYLI: WINDOWS WHEN
<br />RILL ATRNIM 1WILOOI16 AND DOORS. INC. £ - Z HANG STORM PANEL SYSTE6- IS PA1B1T [AEIO/IM.
<br />0MAUJT7CH IS MQUITZE.D TO BE I"Ob-OR TO FROM THE INSIDE OF STRUCTLW_
<br />5. Att. A.UIMtHUM 7C IRIX&ONS TO BE 3O61-T8 ALLAY AND TEMPER. (UNLESS OTHERWISE owlrDj
<br />I& (a) THIS PRODUCT EVALUATION DOCUYENT,(P.EOJ PREPARED BY THIS EMNACEIi IS GEHETMES C AD DONOT PROWDE
<br />IKORMA710H FOR A STYE �IiC PRROGA=*. Le. WHERE THE SITE CONDITIONS DENTATE FROM THE P.E.D.
<br />6. ALL ALUMINUM '.;HEFT MLIAL USED AT CLOSURES SHAH. HAVE 3105--H14 ALLOY,
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE S1].ECTgN, F'lPL2HASE AND WSTAlLAY1OV INC111OING LIFE SAFETY OF
<br />7. ALL S1'M SHEET METAL PANELS SN ! HAVE STRUCR,NK O"M STEEL, ASTM A-653 GRADE 50 MHn., CA.VAJIZEO STEEL
<br />THIS PRODUCT BASED ON THIS P.E•D. PROMM HE/SHE DOES N07 DEIMTE FROM 7HE CONDITIONS DETAILED ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE a THE CONTRACTOR'S RESPONSIBILITY.
<br />I)MCNNATION W/Fy- 5" kai (AFIEN ROLLED).
<br />B. ALL SCREWS TO BE STAMVLESS .sTF, 3D4 OR 316 AS SERFS OR CORROSION RESISTANT OOATM CARBON STEEL AS PER ON
<br />(c) YWS PRODUCT EINAWT DOCUMENT WALL BE CONSIDERED INVALID IF MODIM
<br />50018 W/ 50 Alt r,EtD SiRI#WCTHs NND 90 Nei TEHCPIf 5IT GTIH 8 SHALL COMPLY W/ FLORICA BUILDING CODE SECTION 2411.3.3.4..
<br />S E VE`Crc PROJECTS SMALL BE PWWM BY A FLORIDA REGISTERED ENONEIR OR ARCWfW WHICH WILL
<br />9. BOLTS M BE ASTM A--307 GALVAIBXEO 51EEL OR ALI 304 SERIES STANLIM9 STEEL, WITH 36 k01 MINIMUM YIELD STRENGTH,
<br />.(d)
<br />T OMA THE ENGINEER OF RECORD (EAR) FOR THE PRO.ECT AND OM MMi DE RESPONSIBLE FOR THE PRU49
<br />USE OF THE P.E'0, DMEER OF RECORD ACTING AS A DG"ATTD 17161114BER TO YHE P-E.D. ENCINEER, SHALL
<br />SUBMIT To THIS LATTER THE SITE SPECIFIC DRAMWM FOR RE'VEYW.
<br />10. ANCHORS TO HALL MALL ME AS FiXLOWS:
<br />W M MM. `.'
<br />(e) THIS PIA SMALL BEAR THE DATE NO ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSION& ENGINEER OF
<br />- 1/+"e TAr{ON AHCMCV+S Ai Lw4UFACRIRE'O BY I.T.W. KY.LDDI. INC. (MN. Fe=3192 1:$1)
<br />RECORD 'THAT PIREPARID fT.
<br />- 1/4' A X '/e' CALK -IN AS MANUFACTURED BY POWERS F.ACMENFRS INC. (MN. Yc-3000 P.e.i)
<br />16, STOW PANEL WNUFAICT ItER•S LABEL SHWA. BE LOWED ON A READILY VISIBLE LDOAl10N A3 STORM PANEL N
<br />- 114-10 F•ANYrLANTE FEMME A7 NA PAGINATE PLUS ANCHORS. AS MANuFACTURCD BY am CoNsTRUCTION PRODUCTS.
<br />ACCONEMNCE WIN SECTION 1710AZ OF FLORRM BUILDING. CODE. ONE LABEL SHALL BE PLACED FOR MRY OPE3NNG.
<br />(I"C-3350 p.ai.)
<br />UIBEUMC TO COW-LY WON SECTION 1710JL2 OF THE FLDRI6A BUO.ONO CODE.
<br />AT) MINIMUM EM££DAiENT OF 7APCON AACHM S INTO POURED CONCRETE SHALL BE 1 3/4' AND r FOR PANLMATTE
<br />FEMALE ID k PAINEWATT PLUS.
<br />A2) MINIMUM EIASEDMENNT OF H/4. X 7/8CALK-IN ANCHORS BE IS 7/8" Nr0 CONCRETE. NO EMBEVMENT wm
<br />ANY FINISH NA[ERiAL SkALL BE PEASOTTED.
<br />1/4- I-20 SS SIDEWAY DOLTS USED SHALL BE. LONG EHOUC{(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
<br />.
<br />INTO ANCHORS.
<br />A.3) IN CASE THAT PRECAST TONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />'.. FLOOR. ANCHORS SNARE. BE LONG ENOUGH TO REACH THE MAN STRUCTURE SMIND SUCH PANELS. ANC HORACE SWILL
<br />BE AS ME'M1NED IN AM AND N A2).
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<br />,>li�! •••• T: -- tsaQmot Ai1dEDM Cox (N v AwFF�o,I. zen.
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