|
DA.r(j)-
<br />D.M..@-@
<br />ANCHORS (SEE SECTIONS ON SHEETS 17, Ia. 19 & 20)
<br />MIN. 401111111, 70111/111 4k OW/20 [711iii/is, ilujig a OW/20 I. Net,
<br />0 0 C 0 6
<br />C,
<br />UFT W,FTY• PANG
<br />me FAIT WASM a
<br />OF MAP
<br />lie
<br />a Lot
<br />'I'm BOTTOM coolm
<br />3A/17. 0/17. IM/IL
<br />Wm; NIT �upk was '00,
<br />Lw;-
<br />4107. 51/18.
<br />I' MIN. - - - - -f,. . -I- '.
<br />ANCHORS (SEE SECTIONS ON SHUTS 17. 18. 19 & 20)-
<br />OPTION J2 FOR UFE SAFETY STORM PANELLI ELEVATION
<br />SCALE 3/16--1-
<br />zxmm
<br />SECTION A -A
<br />SCALE
<br />*Ar MAX.
<br />PAWL LE
<br />(SEE SCHEDULE)
<br />MAXIMUM A.S. D.
<br />MC'L PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />C ONDMN
<br />RATING (p.s.fj
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />W-a"
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />mi W/I 1/2 It THREADED
<br />PONITAKIKIN AT WOOD
<br />HEADER HUM HEADER HEADER
<br />Tf
<br />�e mava NO , W imagm
<br />.0 "Boadi 1/2 12 1/2
<br />U9. M"
<br />T 2'
<br />IT, 40"
<br />CONI
<br />(D
<br />151ING to, st"Am"AF, ETW-m
<br />1. v- aff smeftl M.. MAI.
<br />PANEL uwm OM EARN *EF a) am soouxtu
<br />(Su mm I BELOW) W. PANEL UNCIN ON SCIE" 16)•
<br />PANEL LENGTH SEE Man I enjae) III -
<br />TO via (SEE HM I BELOW) 119STAIG PANEL LENGTH
<br />But iomenimur (SEE NOTE I SILLO.)
<br />rm WAD"
<br />tim *w is) N.S.
<br />SA KS. it/AS 7/1'0 Nut . 313r
<br />A
<br />WW.
<br />W/I iJYf
<br />PEFIC"Itinom it
<br />MINCT. 01 :ZATEf
<br />t 11 A -A 11 7FLU7 I
<br />3/32•"W" 3/32' WING
<br />WASHM . 1. 4/v me NUT WASHER (*'MONO)
<br />0 OCsumac.
<br />I=
<br />IWRIADED T�n "MADED
<br />MIDINITT.
<br />OF PLATE OF PLATE
<br />--Jig;4r ft.A', Tr pt"
<br />WAU MOUNTM INSTAUAIM WAU MR
<br />Alaff 11 FAIMIEL 8
<br />SCALE 3/5".1' SCALE 3/0'-1
<br />'
<br />BM 1. INSTALLATIONS ARE WAY INNUD FOR DUU#M WITH A.S.D. DES" LANOS
<br />UP TO .553. -72.0 PW AND PAMCS LOWN UP TO r-Ir
<br />2 FOR NEW WOOD IVAIIIE CONSTRUCTION. woW MEMBERS 70 K SOUTHERN
<br />PIKE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR fQUN
<br />s
<br />J I
<br />I 14_.
<br />.'SL U.S. W/ (4WS & MS. W/
<br />N
<br />7/8-ft3 WING ft" 7k:X332 M Wft
<br />WASHER 0 12 1"
<br />WASHVI 0 Ir AT IN
<br />OF FILM
<br />49;1VOO RATE WOOD It
<br />IT
<br />WAU MUMMS IWYA"TM
<br />7A� SIB 0 EL
<br />SCALE 3/r.1' 0 VWW ZAK[
<br />SCALE W-i'
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-1
<br />15 %W•(TOTAL
<br />12.sw* (EFFECTIVE WIDTH)
<br />2LjSC`
<br />I'sw -
<br />t3w -
<br />.075*
<br />211'
<br />I
<br />075'
<br />0.0311' ". ?NICK
<br />Sr GALVANIZED Sim
<br />HEMMOD.1
<br />mu
<br />].SOD'TO
<br />2zon'
<br />2.241"
<br />-2*�
<br />'ENNED TYP' AM A-653
<br />GENE 50
<br />}
<br />EDGE 6-150 ONLY.
<br />AIL A 48
<br />.256,
<br />I
<br />2.470'
<br />STORM PANEL
<br />-
<br />REVERSED "h" TRACK
<br />REVERSED "U" TUCK
<br />W/ HONED EWE
<br />EVIL
<br />' t1w
<br />8113"i
<br />toOd'
<br />I-
<br />1 2!7
<br />12y
<br />HEWMEQ
<br />IP
<br />ISOMETRIC VIEW DETAIL
<br />I
<br />I
<br />2000*
<br />ROUNDED CORNER 0 ENDS Of PANELS
<br />- i
<br />M UP W1 HEMMED EDGE
<br />.7 50
<br />123,
<br />(N.T.S)
<br />ti_2.000'---(40;J�am_.5'
<br />U...
<br />O
<br />J* TRACK
<br />-Wa
<br />2"W(Maxj ALUM, ANGLE
<br />114
<br />77 125'
<br />6061-T6 Agunt. ALLOY
<br />15D. am' Up.)
<br />NO. 44167
<br />-J
<br />♦
<br />FLORIDA
<br />BUILDING CODE (Nigh W"Ity NU can* Zme)i
<br />3' ..--J
<br />TATE OF
<br />02M ftnM 1C
<br />20 GAGE GALVANIZED STEEL STORM PANEL rp
<br />sF
<br />3-3%.)MSTOPBAR
<br />GRID R
<br />INA
<br />IILIECO..7�MOM
<br />Mnam MDUCTSU.C.
<br />am101
<br />n 1*. 51 $017
<br />11" LONG
<br />W63-75 Alum. ALLOY
<br />- I
<br />OAMF. 314
<br />Pkoe. LW)WWNFF 20-176
<br />C*-Oowtt
<br />wiNtME/OOElm &IN x., Pt
<br />04111 n or a
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />'V4* IACM ANCHORS 114IAPocIlk --" TAPCON ANC /4' TAPCON AFC.DRS
<br />9D.C. GCWCC
<br />POURED CONCRETE POURED CONCREIE
<br />on CONCRETE .00"C"
<br />OR CONCRETE BLOCK REQUIRED
<br />81OCX REQUIRED -C BLOCK REQUOPMED .1 BLOCK REQUIREO I
<br />rI-C - FC 1/4-
<br />1/4 1/4-
<br />MAIL
<br />E&O
<br />a
<br />Rw 200"'W" FIT
<br />-3 :r .g
<br />pIet 'W
<br />CLASS
<br />G
<br />E DA ED
<br />LOA ED.-
<br />cs -C
<br />1/2' �/4 2
<br />IF ;1/32442041 MVS WASHER -YA'41.3132"WING Nur Wks""
<br />(BEYOND)
<br />111 12 Ilr O'C
<br />313r WING No
<br />SHER
<br />0 111 1/2- O.C.
<br />l(4' TAPCON ANCHORS TAPOON ANCHOft
<br />6 4 1/2* D.C. 1/2, CC
<br />(STAGGERED W/ STUD) 0 4 1/2" O.0
<br />POURED CONCRETE -OURED CONCRETE POURED CONCRETE eDUREC CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE BUICK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REOUIRED REQUIRED REQUIREm, REDUIRED,
<br />*WALIAnOW WALL IM IM I N I t•ATM WALL IMU911tamm I A' I ATM WALL MOUNTING ILLATION
<br />OWN SECTIION1 4A SECTION 4B
<br />2 VA
<br />IL ftER"MANIM UFT1E S�ALFMLTY a ff-mi-An EMU ILUFf SAFETY PANEL
<br />SCALE SCALE 3/r.I^ SCALE 3/6'.1 " SCALE 3/0--1 .
<br />SIX BMW 16 111 20 IN ANCHORS TYPE #
<br />No=
<br />Ile.
<br />VPCWK
<br />VACINT FOR IWIM"TIONS WTO WOOD
<br />- FICHIP, v� OF4
<br />3
<br />FIVNE INALOM.
<br />MIRIAM ANCHOR VACPM AM WIFFIAN
<br />EDGE DIFFAM AIR INDICATED 0. THE
<br />"Wee
<br />SCHEDUIX FOR EaLm THAN TMOCAIRD 0,
<br />SCHOOLU REDUCE ANCHOR VNICING BY
<br />"New
<br />Wis. Y1-w MEW-
<br />mm
<br />MULDINVOIC IPACPIC SHOWN ON S09DLXE
<br />Of INE FOUAWWC; IWORS. FOR INS
<br />OPIRATION TO BE ICSMM AVOLICED
<br />room OBIANED U0104 FMCION swu NOT
<br />BE LESS THAN INIMAN WV494 00110010a
<br />FOR EACH MOM rift ON THIS SCHMM
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />INTO
<br />#2 FOR
<br />EXISTING WOOD
<br />UFE SAFETY STORM PANEL SYSTEM
<br />STRUCTURES
<br />T,
<br />ITCH Ai wooD
<br />AWN AT rrOaO
<br />HEADER
<br />1/2- 1/4'
<br />.0 see, C
<br />04 1/2' 1
<br />WDOO HEADER
<br />REOUSIED
<br />MYL
<br />t9WEDAMD11
<br />2.
<br />wow HEADER
<br />MIT
<br />REOLIPIED •Mi",
<br />1AN
<br />SEPARATION
<br />r
<br />Uf6ON 11"Ex" 10)
<br />IAn SEPARATION
<br />To MAN
<br />LTA (m s0eaktur
<br />M.
<br />PANEL LENGTH
<br />Ot/
<br />PANEL LENGTH
<br />ON mout to)
<br />(SEE NOTE I
<br />BELOW)
<br />1/4'0 I�
<br />(SEE NOTE I amow)
<br />CLASS
<br />S" . ;:1, 1.
<br />MAIM > '
<br />1---1
<br />-_
<br />_
<br />��
<br />_
<br />�" �. __.. � Ali
<br />ct
<br />G
<br />I
<br />Do
<br />2-.4* WOOD PLATE
<br />J/8'# 313r YANG NUT
<br />2*.4* WOOD PLATE
<br />7/3*0 It 3/32' WING NUT
<br />REQUIRED
<br />WASHER 0 5 1/4' O.C.
<br />REOLNED
<br />WASHER 0 (BEYOND)
<br />-, PLUS
<br />:#'0
<br />.A& O.G.
<br />0 6
<br />I
<br />T�.
<br />A? WXNF1=MH OF PLAIT
<br />IENDED
<br />'AT MIDMOTH OF PLATTE
<br />WUMM INST& tAnON
<br />HIM&
<br />AEAWALL
<br />""now
<br />N. Tit
<br />WALL AdWkWop I�ON
<br />0 1 UFF-WSAA FRY- PANEL
<br />'\a4
<br />SCALE 3/8--t-
<br />SCALE 3jr-l- FLORIDA BUILDING CODE (Migh Velocity Mu cons Zone).
<br />M=-
<br />1 : 441F67 ".
<br />eom IMPEL WAIL
<br />IF.,
<br />20 GAK GALVANIZED WELL STORM PANEL
<br />IRWIN &I.
<br />1. *ffW"TXM ARE ONLY VAUD MR BUILDINGS WITH A SD DES" LOADS
<br />UP TO 4656.51. -72.0 PSF AND PANEL'S LENGTH UP TO a' a',
<br />ATE
<br />S ATOLODAL
<br />L ECOsmL
<br />PROTECTIION PRODUCT U.C.
<br />2- FOR NEW WOOD FRAME CONSTRUCT
<br />PINE MSSOR �EDLAL To BE SOLTHE"N
<br />•
<br />0 FWONM
<br />0 111
<br />�&W Sr IRIBET
<br />-
<br />ND 2, W/ SPECIFIC DENSITY OF
<br />... ;-.0-
<br />OFF V..
<br />VAAL FL 33314
<br />o�)WO-7$W FAIL
<br />20-176
<br />X/24
<br />V/24 10 0.0 (so[ wm a ROLM 3' AN. 2'/24 Il- 1•/24 10, (am NOTE 3 aw"
<br />It OF XAlt cn41cIETE k FOR WOM) 3r- i: MITI. CONCRETE APCHM W.
<br />aEEffiROMw ON IPW 26 am M`,- wo,
<br />At 2
<br />-I, SALS
<br />Ema or
<br />`
<br />1,_l�
<br />_ �.i- : 1 (il_:!_.�-� l_ � L__i�1�_� �11 l::, � i � 1_l� s .. � � i _i_).l 1:_> +__l �l__1 , i_ 1�. �.�,( _L.i. .
<br />60
<br />ANAW (CM Real) '(END
<br />Ia TIM x 4 mLow su 110LOW, SEE E Z 3. 111 4 KLOW
<br />ITf
<br />IF 4
<br />w
<br />r.3
<br />Af
<br />40 X
<br />1,41 J 1 I`J] I I
<br />I 11T
<br />I � I• -I rUl"
<br />I .
<br />-3 1 SEE NOTE 4 BODW "man 3 3--
<br />M�- FUR CONIC" ANCH(Ift SCE
<br />2% MR wow sCRIW,' u.
<br />kt ON SINIXTEMA 0"W4.&I ON
<br />SCCIKN$ ON OW 211KRWOR
<br />3 OR (I) Wi OR W/00 -(D•TO BE INSTALLED AT EACH 2OPENNG V1;*:E:mE1r
<br />=MPALWAIS
<br />TYPICAL ELEVATION FOR TWICAL ELEVATIDN FOR Artft
<br />*&* HANDLE 10 F=AKX =459 IF INTE TO OR SWALLID FROM
<br />W INIVNICIED TO Bs,LE IRSAIJUND FROM rL-z WE sTogm PANEffwsly-stTmEm
<br />E-Z HANG STORM PANEL3%%M
<br />MILE VW - I-
<br />-A k%. GAP Jrt/4* N- CAP 1/4' ft. GAP
<br />SECTION A -A SECTION 0-B AT 00 PANELS)
<br />n" VW - I-
<br />(1), DEFINITION OF SERIFS 10M E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />Np a:TRACKS AT TOP At PANILMAIJ PLUS OR 15' LONG
<br />(P BOTTOM III FANELWAM
<br />(1) E - Z K04 STORM PANEL SYSTEM CONSISTING OF PANEL
<br />TRACKS lop At BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED To MEANS Of
<br />11"LMATE101 rj+ A-M, END PAN"
<br />(2) 0 PAN" SHAI.L ALWAYS BE CONNECTED TO SMOV TRACK OTHERWISE A STOP BOA M� C' D S, LOW FE TErE
<br />SHALL BE C To '0-20%3/�41 S. W/ 7
<br />'�L'MSSCRIEW
<br />(p SHAUL ME PROVIDED AT TOP OF SUCH PANELS.
<br />WING NUT OR Igr(2W'T.M':4A- INTO TAPPED V9.3" AS
<br />(3) SHALL CONSIST OF DESCRIBED ON ow),
<br />33 , OW,
<br />Min THUMBSCREW
<br />EITHER OF TWO (3) FOR CASES WHEN END PANELS AIRE
<br />00 PANELS ARE NOT LASE
<br />""'TO*/9�QC%9j,(PS1op
<br />EXTERIOR FIAT MANGES OF ENO PANEL am
<br />Mom•OUT. PROVIDED AT TOP OF SUCH PANELS,
<br />(4) IN C49 THAT ENO PAWLS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR
<br />'S ONLYUSEDOTT PACK MOUNTED
<br />TA AT LEAST TWO PANELS SMALL BE CONNECTED TO 9 ON I (4). FOR INSTALLAIM WHEN 00 PAWLS AM SOME INTERIOR FAFRDS ARE DIRECTLY
<br />ON NOTE to
<br />VSING S �3) ABOVE IN SUCH CASE CONNECTION OF PANELS WAY BE USED -JD*MY -..T%LL
<br />ANY
<br />Ea I r. OF RAF•i£LAN)E5, mg
<br />TO BOTTOM TRACK MAY OCCUR AT PANIEL. LOCATION W/ TWO PANELAPTES F SHOWN ON ELEVATION NO W 3 1/2'
<br />SEE SECTION 1% 3' & 4' ON S+tLI 24 SEE ANCHOR SCHEDULE ON SHEET 25. Wort. EDGE D PANEL. USED , V/
<br />I TMDro%, 45.-� = MEANS TRACK %jiHIMINMI, NOT NEED 0 Tyz, � A.
<br />SUCH TWAT ADACENT PANELS Q LEFT A RIGHT SIDE OF PANEL) HAVE
<br />'00. THEIR
<br />FLORIDA BUILDING CODE (Migh Velocity cons Zone)-
<br />No', 4 1*6 7 WAN TILIRCO, W- 20 GAGE GALVANIZED STEEL STORM PANEL 1p
<br />STAT OF_ :> GLOWL ILIECO loc. PROTECTION PRODUCTS, Uc. mill
<br />"s
<br />M11 SWEET
<br />ALO to aw I1,20-176
<br />WV
<br />n'! ZM 62J
<br />INSTALL DETAILS FOR OPTION 92 FOR UFE SAFETYSTORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES
<br />WIV WCON ANCHORS 114' TAPCON ANCHORS
<br />r MC W_ D.C.
<br />POURED CONCRETE ZW1DCONCRETE .Ck On CONCRETE BLOCK' CCA
<br />REQUIRED REOUIPED
<br />LILIF
<br />G
<br />Lao
<br />�%j ;
<br />It 3/32' IVING NUT FMS"M
<br />Be I Ie 0 C.
<br />FOURIED CONCRETE
<br />ON CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUKA ALL
<br />SECTIRM SAL
<br />0 REGULAR PANEL
<br />SCALE 318'-1'
<br />SIX SHUT If a 20 MR ANCAM rot a
<br />m
<br />Ile.
<br />VIM
<br />I/...
<br />fto
<br />V*000 FOR INSIALUTPOWS PRO WCOO
<br />w mawas seems W
<br />3
<br />1
<br />FrAME OJLDM
<br />WM" ANCHOR SPACIOUS AM ~"
<br />WCE OGTQ= AM mmcm ON Its
<br />a
<br />I
<br />SCIMAX FOR LA LEM THAN ARWATTO ON
<br />SCIMLE REDUCE ANCHOR SPACNIC W
<br />MLLIPLYING %FACING SKOWN 04 SCHEDIA
<br />3
<br />31/2
<br />BY THE FOLLOWING FACTORS. MR 706
<br />OPOMMIC01 TO BE POSSIBLE. REDUCED
<br />VACNC 0111t,040 USING ft" =43?
<br />K In$ TWA MOX"
<br />ON Ogg motaft TYPE INS SCHEDUL1
<br />a I /Ir -
<br />r. - -
<br />I I IRO
<br />,m
<br />31
<br />G
<br />a,
<br />G i
<br />A . 313r WM NUT WA$1EN
<br />(KYOW
<br />AIOURED CONCRETE
<br />OR REOLOM CONCRETE BLOCK
<br />WALLjETY PANEL
<br />IIIIIIQUUM I T"MION
<br />SCALE 3N.1,
<br />I E-Z HANG STORM PANEI, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN B. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 111 PAMELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Ifth EDITION) Of THE 17LOF" BUILDING CODE. BLOCK SMALL BE 1 1/4•
<br />DESIGN *RD LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED Coot, 9.2) MNMUR EMBEDMENT OF 1/4"IF X 7/6' CALK -IN ANCHORS SHALL BE IS ?lr INTO CONCRETE.
<br />FOR A WIND SPEED AS ACQUIRED By THE JURSTICIM WHERE THESE SKITTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A DWCnOH14UTY FACTOR Kd-Q.ft USING ASIDE 7-16 AND SKALL NOT EXCEED THE MAXWUM WS-M) 1/4* 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG CNOUGR(SHOULD ANY FINISH MATERIAL EXIST) to
<br />DESIGN PRESSURE RATIMOS INDICATED ON SHEETS 25 & 26. ENGAGE 3/#- IWO ANCHORS.
<br />IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO A.S.O. DESIGN "go LOAM &Y MULTIPLYING THEM BY 0-6 IN ORDER TO 813) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE *1 MAX. (A.S.0) DESIGN PRESS&RE RATINGS WICATED ON SHEETS 25 a 26. ANCHM SMALL BE LONG ENOUGH TO REACH THE I" STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 0.1) AND IN 0.2)�
<br />IN ORDER TO VERWY THAT COMPICkENTS AND ANCHORS ON THIS P.E.O. AS TESTED MERE NOT OVER STRESSED A 33X INCREASE
<br />IN A11001ABILE STRESS FOR WIND LOADS WAS MM USED IN THEM ANALYSIS. FASTENERS SPACING To WOOD HAS. BEEN
<br />DETERMINED IN ACCORD"" WITH FLO.S. 2015. (C) ANCHORS SMALL BE PISTAIJXO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FATICUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECT" 1626 or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 12032. AS PROTOCOLS TAS-201, 11 It SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MUTE SHUTTER
<br />TAS-M AND TAS-203 'S TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />2 INS SYSTEM HAS BEEN DESIGNED 10 BE INSTAUID ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE . WOW FRAME $UkONM
<br />INSIDE W/O THE USE OF A LADDER OR LFT THIS APPLICATION IS WAX MEN INSTALLATON IS INTENDED TO BE PERFOSLIFED 12 THE INSTMAXION CONTRACTOR IS TO SEAL/CWLX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL
<br />LENGTH
<br />3. SERIES 1000 INSTALLATION IS APPtVaf TO SINW AND DOUBLE HUNG STYLE WINDOWS MEN NWALiAltow S REQUIRED to 13E
<br />PERFORMED FROM THE INSIDE Of STRUCTURE t3 STORM PANEL VISTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING rLUS ANY SUROPIC AND ZONING
<br />4. SERIES 2000 (FISTALLAIKIN 5 APPLICABLE to SINGLEAND DOUBLE HUNG AND HORLTONTAI SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE IURSDfCTION WHERE PERMIT IS APR" TO
<br />WMALLAIION S REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUCTXW- 14 ATRIUM W04DOWS NO DOORS. INC. E - Z HANG STORM PANEL SYSTEM. IS PAIIEMY PDA=
<br />5. ALL AILUKINLIM EXTRUSIONS TO BE W53-75 ALLOY AND TEMPER (UNLESS 07HERWISE NOTED) 15 (a) THIS PRODUCT CVAL04TION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />FOR A SITE SPECIFIC PROJECT: i.e. WERE THE SITE CONDITIONS DEVIATE FROM THE P-E.D
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL H0kVE 3105-1114 ALLOY.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SUMFON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUIV STEEL- ASIM A-653 CRAM 50 Win., ON-VANIZED STEEL INS PRODUCT BASED ON THIS PLO PROVIDED HE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.5 Kai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT snt IS THE CONTRACTOR'S RESP04sauTy.
<br />9 ALL SCREWS 70 81 STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION! RESISTANT COATED CARBON MU AS PER ON THIS PROOWV EVALUATION DOCUMENT WILL BE CONSIDERED LNVAuD IF MOOtFIEC.
<br />50018 W/ 50 k., YIELD STRENGTH AND 90 k61 TENSILE STRENGTH & SHALL COMPLY W/ FILORIDA 9UfLDM CODE SECTION 241 t.3.3.4.(4)
<br />WE SPECWIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL WITH 36 k2i MINIMUM YaD STRENGTH BECOME THE P1"fEEN0ZXC PROJECT RESPONSIBLE PROPER
<br />:W (E OR.) FOR THE P AM WHO WILL BE RE E FOR THE
<br />USE OF THE RECORD, ACTING AS A DELEGATED ENGINEER TO THE P-E-0. ENGINEER, SHALL
<br />10 ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) TO EXIS11M FSU8ED-QQWJ=
<br />THIS RED. SKILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENONEER OF
<br />14 *#TAPCON ANCMORS AS MANUFACTURED BY ITW- BUILM. INC. (MIN . rt.31*2 p.sj.) RECORD THAT PREPARED IT
<br />;
<br />.
<br />/4- X 7/8- CAU(-FW ANCHORS, AS MANIJIACTURED BY DEWALT NC- (MI%L f'0.3000 p.;.) Ia.STORM PANEL MANUFACTURER LABEL SHALL BE LOCATED ON A READILY VISBILE LOCATION AT STORM PANEL IN
<br />014- 10 PANELMATE FEMALE 10 111 0AMPLUATE PLUS MI ANCHORS. AS MUFAcZTURCD BY ELCO CONSTRUCTION PRODUCTSACCORDANCE
<br />WTH SECTION 1702.0.3 OF FLORIDA BUILDING CODE ONE LABEL. SAIL BE PLACED FOR EVERY OPENING.
<br />(r..3350
<br />p..j) LABEUNO TO COMPLY WITH SECTION 17091.2 OF THE FLORIDA BUILDING CODE
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4* AND 2' FOR PANELAILATE
<br />FEMALE 10 a PANELMATE PLUS.
<br />A2) L40NOW EMBEDMENT OF 1/4.0 X 7/5- CALK -IN ANCHORS SHALL BE IS 7/11- INTO CONCRETE. NO EMBEDMENT INTO
<br />MY FINISH MATERIAL SHALL BE PERMFFTEO.
<br />1/4. *20 SS SIOEWALX BOLTS USED SMALL BE LONG EMOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4-
<br />INTO ANCHORS.
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAN", OR PAVERS BE FOUND ON -INE NESTING WALL OR
<br />FLOOR. ANCHORS SMALL BE LONG FNOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL
<br />BE AS MENTINED IN At) AND LN &2).
<br />I N ml
<br />t/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I7W BUILDEX. INC FLORIDA BUILDING CODE (NIgh Velocity Murricutte Zone)
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<br />114-10 PANEL.NATE FEMALE ID AND PANELVATE PLUS ANCHORS. AS MANUFACTURED By ELDO CONSTRICTION
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