|
MAXIMUM A.S.D. DESIGN PRESSURE RATiNG_(D.6.f.) AND
<br />ORRESPONQ LNG MAX MUM PANEL LENGTH -L" SCHEDULE
<br />4
<br />FOR SERIES 1000/2000 E-Z HANG STORM PANEL A SYSTEM
<br />CVAUDONLY FOR PANEL T UVjL A:. SHEET 241.
<br />MAXIMUM AS-D.
<br />Mm P
<br />YINWIUM $EPARA710N
<br />PANEL
<br />APPLICABLE TC
<br />MlINC1� pa.r.)
<br />(SEE n )
<br />TO GLASS
<br />CONDITION
<br />SECTIONS
<br />+66.0. -75.3
<br />70. ON LESS
<br />2 9/16'
<br />BOLTED •
<br />1'. 2'. 3'. • 0
<br />+88.0. -75.3
<br />70' OR LESS
<br />2 7/8'
<br />BW1ED •
<br />♦' ! 4•W
<br />BOLTED W/ t/i 0-20.3/1- SS. M.S ! "PIGNUT AT OAERLM III.OA OF PAAIEL LENGTH
<br />MEASURED FROM BOTTOM ,F PANEL
<br />- ---
<br />AIMUM A.S.D. DESIQN RLS LRE RATING __cF•})AND CORRESPONDING MAX I�to M -AN
<br />SiiQB c e ) c
<br />LO
<br />-IXs-
<br />c IA
<br />S F L NT CONCRETE k CONCRETE BLOCK STRUCTURE PAGING SCHEDULE FOR INSTALLATIONS TK)N 1 0 CON TLR 0
<br />NI . S• • 1 R L21_1 I' THP : ,I ''M . - ,.: J. Y i0A PA! I N .A A.IONS AS PC S _. �.5 - L �...,... r_.
<br />HAA mLiM MAIIMIAI AND40M SPACING FOR E. D. - 3 1/2' -
<br />APPLICABLE TO
<br />n. S D DESIGN; -
<br />EMAE O PELMATE PUS
<br />TAPGON6 OILKLNTE ENI
<br />PRESSURE-M M/Q
<br />ANY COMO TOON
<br />THEN
<br />MAXIMUM PANEL
<br />104TH1 1• (AL)
<br />I, ")
<br />TO CONCRETEBLOCK,
<br />TO CoWcpw ECONCRETE
<br />BLOMa
<br />TO CONcWvrE
<br />BLOCK
<br />TO CONCRETE
<br />I 12'
<br />1 N/A
<br />12'
<br />N/A
<br />12,
<br />NIA
<br />12'
<br />N/A
<br />1' ! 2' (TOP)
<br />11'
<br />3'4
<br />to'
<br />3•
<br />5'
<br />4'
<br />5'
<br />4'
<br />If36E$D000)+
<br />12'
<br />3'
<br />12'
<br />5'
<br />8'
<br />6.
<br />8'
<br />6•
<br />1' (BOTTOM)
<br />SERIES 1000 ++
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />it'
<br />2- (BOTTOM)
<br />70'
<br />a66.0, -75.3
<br />7'
<br />N/A
<br />1 6 1/2-
<br />N/A
<br />I 4 1/2'
<br />I N/A
<br />4 1/2-
<br />N/A
<br />3- (TOP)
<br />OR LESS
<br />12'
<br />N/A
<br />12,
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />N/A
<br />3' (BORON)
<br />12'
<br />N/A
<br />12.
<br />N/A
<br />1
<br />12"
<br />N/A I
<br />ET
<br />N/A
<br />1 4' (TOP)
<br />12-
<br />r
<br />12'
<br />9 1/2'
<br />12'
<br />it' 1
<br />12'
<br />IT- I
<br />4' (BOTTOM)
<br />W UNIFIED TO $8.0 VJ I. ALSO. DESIGN PRESSLRE RATING
<br />A SEE SHEET 26 FOR ANCHORS TYPE ! SPACING FOR INSTALLATIONS INTO WOOD
<br />FRAME BUILDING,
<br />EYLM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE NO141TED ON IIHS
<br />SCHIDULE. FOR E 0 LESS THAN 1NOCATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />BY MULTIPLYING SPACING SHOWN ON SCHEDULE W TIC FOLLOWING FACTORS. FOR
<br />THIS OPERATION TO BE POSSiI REDUCED SPACING O8TmWCD USING FACTOR SHALL
<br />NOT 6E LESS THAN MN4,UM SPACING INDICATED FOR EACH ANCHOR TYPE AT
<br />.NCHIOWS LEGEND
<br />ANCHOR THE
<br />1/4'•
<br />1/4'•
<br />1 I/4-•
<br />I/WEHlN,[
<br />1/41
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<br />PANUMARE
<br />R
<br />0M6-N
<br />- ANCH W ,PACW; 0.)
<br />3
<br />J1
<br />3
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<br />UANNm_ CWWI•u (ILL)
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<br />REQUIRES MO.. ITES DISTANCE BETWEEN BOTTOM Of PANEL I -11/I '
<br />Am 2� TO BE ,/2' 1/22
<br />I
<br />at
<br />++ REQUIRES MDISTANCE BETWEEN BOTTOM Of PANEL I
<br />AND ® TO BE 3/16' 1 _ _ 3/16•
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />,/'rOMPONENTS FOR REGULAR LIFE SAFETY Sc E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-i')
<br />- 15.125- (TOTAL WIDTH) - - -- -
<br />- 1.t87' -
<br />-- __ .- _ 12.5W (EFFECTIVE 1OTN)_ _- - -___- -� 1.- '- 19J' I/4'4-20.J/.•
<br />, N.250' -.750'- SS SRN METED
<br />CL _ ___.-_B 1 4• I- 574- .t 25'_ _ TOANGLEANGLE 0 6 C.
<br />/ (,1'P.)-- -_ r
<br />1350• _� 6
<br />100' '1B6'_ o• (WY 6E NEVOF9ED)
<br />. h 1.330•.^ - I.J50• -. •^. 1.350• ';
<br />. 1.1 THICK��1U � 3.375• 1 -�jT-- �1 I .250' 4IWED GA07LVANI m STEEL L/ I? �. ,`:� OB4' I.97,• .,e , I.SpO'
<br />j��
<br />EDGE ASTI A653 IMP. D S• L
<br />EDC �J1 1.t25�4•
<br />GRADE 60 MINIMUM R.M.C.
<br />,O-1 ' ,
<br />G-6o GALv (---1.500"--1 .125' '
<br />-OE7Al A K
<br />_ _ ________ .375'L_-_-.-�.)J
<br />T .. --1
<br />(I)STORM PANEL _ O
<br />A- _ _ - 2.000
<br />1350' �50 - DETAIL
<br />PANELS SHNl BE NST M ALWAYS - 2.387' -
<br />FROM FT w 1/2* LEG
<br />SIDE OF PA 2O "H" HEADER (3) "F" TRACK (4) ANGLE WiTH STU.
<br />END AT LLV EL
<br />TIF TOP EDGE
<br />PANEL S END UP - • � aN+KI CKv�� STEEL
<br />o..TO
<br />W/ IL710ED fOY,Y. I 'r . PANEL
<br />t0.05' -
<br />W Atl
<br />I _�.
<br />'_4
<br />� • w oa7s' *�,o'•
<br />\�250• -- , w7• 6.62
<br />o627W-
<br />-- - (--
<br />-N�'�
<br />2-561' - -' -,
<br />'N Caw
<br />2aso' - Ic+ m 1 270 _"�rE' OR
<br />ETRIC VIEW DET III A "3ri `.::-I -,
<br />�.
<br />.0". .123'
<br />I 25on ROUNDED CORNER O ENDS OF PANEL'S - _
<br />I - TILE .om'
<br />FIND LIP W( HEMMED EDGE. L �.-
<br />i--2.378' -
<br />--T-
<br />(N.T.S) .375' T`P. BOTTOM �QYAA& J
<br />I ' EDGE OF PANEL
<br />2.5DD' N _ .09,. .� -% D67. �rF- �� SO J105-H154 ALUM ALLOY (�)KEY HOLE WASHER
<br />3.750• 0 75D• KEY HOLE AT PANEL - JS0' -
<br />(
<br />.072' '
<br />. SEE SHEET 6 FOR MORIONAL
<br />2124- - 750" - 613' LNITATIONS E SLEEVE LENGTH 5 I j',
<br />.D91• _ .125' OAY TIMID FOR OSTALUigNS INTO
<br />® SLEEVE Z 1 /8" ° _ WOOD STRUCTURES'
<br />1250' , 375 MAX. LENGTH . ,m-
<br />L,.
<br />L-21i� -- - I 1.000' - 3.000' 3.750'
<br />-.193• 2.000• R oAn'
<br />,25'
<br />_ -.. 2.548' - L-.I 18•� (TVP•) 1
<br />,.OSO.O t- 1 750' 250'
<br />(7 fV, "H" HE♦DER a �" HEADER _ I (T"')
<br />i0 S• YI+
<br />_
<br />_ 1' YIN.
<br />® SLEEVE 1 " MAX. - 2 ODO' - ,
<br />LENGTH * t0 ANGLE H 11 "J" TRACK 1© PANEL HANGER
<br />1
<br />A,IA,F
<br />3.000'----...........
<br />s74• - se4i--' �r-t6 ALLOY (1 1 /4" WIDE,
<br />__ ,WA•,�f�F A. Tf((/l
<br />- y2W' �,.`` , .••"""••, (USE ONLY FOR E-Z HANG STORM PANEL
<br />-
<br />1' - 300p N i ? _, 1125. .SeO' 2Eit_ r N0.4416T = FLORIDA BUILDING CODE Non NI h Vdoci NuMcans Zone
<br />•-`MIT O ®MIN. ®' SD
<br />1,000 + o»» nr¢a. INC.
<br />',NY,
<br />121' T}• }}• 1 a 24 GAGE GALVANIZED STEEL STORY PANELDRNKN
<br />088" 1.2or , - - -�' STATE OF /
<br />- 2.000' - i (TYP) I I • I SEE SECTIONS - ION • s i)0 '•. f QP m/ri/2020
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<br />i© BUILD -OUT "F" (4 BUILD -OUT "F" TRACK 15 & 5� WASHERED WINGNUT G-0006e"; P .�. -
<br />„ w
<br />TRACK ANGLE (ZAMAC 3 ALLOY) P C YX/MGw va W E wLIER A TX1 Y. e F - am 2' Ie
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING OURED
<br />CONCRETE REMINdi 11
<br />1
<br />1
<br />1 g
<br />1
<br />E70291
<br />G 1
<br />1
<br />1
<br />I
<br />I
<br />1
<br />1
<br />1
<br />1
<br />1 Lin
<br />SEPARATION
<br />1 TO GLASS.
<br />,(SEE SCHEDULE
<br />a ON SHEET 3)
<br />1
<br />G
<br />1
<br />1
<br />1
<br />B
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCAION
<br />..-(SEE SCHEDULE ON
<br />EXISTING POUREC CONCRETE- SHEETS 9 THROUGH 10)
<br />OR CONCRETE BLOCK
<br />REOURED. ,�. _1 ALTERNATE LEG
<br />F• j 1/4'
<br />__TMAX. I
<br />l02AI'A
<br />�
<br />S NOUN
<br />W u
<br />UNIMH OCR "s")
<br />1' MR..
<br />1
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHHEE, 3)
<br />so%
<br />Of 1'
<br />MAX.
<br />13
<br />12 1/2- O.C.
<br />A Of WALL OR SLAB
<br />T. CONDITION)
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON - ED.-
<br />SHEETS 9 THROUGH to
<br />CEILING AND FLOOR MOUNTING_
<br />SECTION 4
<br />SCAT 3/8-1•
<br />i (,� -,
<br />•,✓
<br />-
<br />1/. ■eD," tAL BaaW aR
<br />CONCRETE ANCHORS - _ _
<br />/.•2 ,/2- s.3 Ms W/ wr
<br />•,2 /2'oc
<br />(SEE SCHEDLEE ON ,/r
<br />SHEETS 9 THROLIGH 10) I
<br />,
<br />1 IY-241• '
<br />E.D.
<br />I -
<br />- ;•L1EX IIv Inn
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<br />Eb. a
<br />i
<br />I
<br />/'
<br />1
<br />1
<br />TION ro GL/55.
<br />1
<br />I/.Y-2wU•
<br />(SEE SCHEDULE ON
<br />1
<br />l SHEET 31
<br />b
<br />-
<br />�
<br />AumoaaA"P19
<br />(IH Fw AVID 1' MCI.
<br />IHrDN owI Yfj PANEL LENGTH
<br />I -
<br />I
<br />(SEE SCHEDULE
<br />={L., -
<br />I
<br />-
<br />i
<br />--- ON SHEET J)
<br />L,D.
<br />1
<br />.
<br />/2•
<br />_ _1
<br />I I
<br />T CONCRETE ANCHORS ^
<br />(SEE SCHEDULE Off N,t1V.,
<br />SHEETS 9 THROUGH 10)
<br />E.D. . EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />BUILD -OUT MOUNTING
<br />SECTION 5
<br />SCALE 3/8-1•
<br />2I'
<br />ti. READ DOLTS
<br />. 4 I/A• O.C.
<br />EXISTING POURED CONCRETE -
<br />OR CONCRETE BLOCK
<br />REOURE➢. 1
<br />CONCRII ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH INi-
<br />r--C
<br />ED.
<br />1 "'
<br />L SEPARATION
<br />ro GLASS.
<br />(SEE SCHEDULE
<br />I ON SHEET 3)
<br />1 ,r
<br />1
<br />EXKTI AI
<br />GLASS
<br />=.V1_
<br />1
<br />E 0 SPACER
<br />. - LENC�H-
<br />`2 11
<br />I1/1�
<br />MAX
<br />I
<br />I
<br />I
<br />I 1' top..
<br />PANEL LENGTH
<br />I I (SEE SCHEDULE
<br />I ON SHEET 3
<br />i /� FOR $PACER®
<br />I T1
<br />k SCHEDULE
<br />ON SHEETS
<br />1 •W . 3BL 0 SPACER g
<br />I{ a
<br />ILeast am rT-.i7
<br />-r--T
<br />5oR
<br />OF •L'
<br />MAX.
<br />CONCRETE ANCHORS
<br />I I
<br />(SEE SCHEDULE ON
<br />I
<br />SHEDS 9 THROUGH 10)
<br />I
<br />® 2 1/8' LONG MAX NDMINUN
<br />F,
<br />FOR
<br />SPACERS O 6 1/4. OC. VALID
<br />ALL DESIGN LOADS AND PANEL
<br />EXISTING POURED CONCRETE
<br />LENGTHS PER SHEET S
<br />OR CONCRETE BLOCK
<br />R[OWRED
<br />1' MAX LONG ALUMINUM SPACERS O
<br />12 1/2. O.C. (SEE TABLE /1 ON
<br />SHEETS 9 ! 10.)
<br />WALL MOUNTING /DIRECT
<br />MOUNT W/SPACERS n OR "
<br />SCALE 3/8-1
<br />�A'........, �•/,�
<br />I, s\: -`,VUNSF''H,9
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
<br />.
<br />-
<br />D. 44167 ': -
<br />.
<br />m02p nT[C4 e.0
<br />4 GAGE GALVANIZED EL STORM PANEL
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<br />'' 1N�TALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL JI)
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4'4 LAC SCREWS 0 I. O.0 W/ --_.
<br />I I�. t/2• M-. TMREAOEO PENETRATION (3) MITI. 2•.4' NOC
<br />-� - _- I 1/4'• UG SEISMS • 6' OC. W/ TO EXISTING WOOD 1IFAOEl1. NEADk'il REWIRED
<br />t t/2' M:r, nR.S It PDIETRI I FLAT OR ON EDGE
<br />TO WOOD -- _
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<br />.I M.
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<br />•uEND a'
<br />O _ J� �1 1, 1 I
<br />11 C'A. #-I' S.Y.S. 0 '
<br />�j}��jP�!• G END OF
<br />-✓11 (SEE OETALL T/24 .
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<br />1/x' Yin THREADED PQETM7bM •
<br />MIDIWOTH Q< PLATE T SEWS 2000 OR
<br />(2) /,.-,o PANELJNIE PLUS W(
<br />I ] B• ton PENETRATKN • 12 0
<br />SERE, 1000
<br />WALL MOUNTING
<br />Ym O 2'..'
<br />ISO
<br />-n1T
<br />INSTALLATION
<br />, 0-" EDGE
<br />ALTERNATIVE 1'*W
<br />CONDITION t ANCHOR LOCATION
<br />SCALE 1/4' " V
<br />NOTE SHUTTER TRICKS NOT SHOWN FOR CLAF41Y
<br />PANELS INSTALLATION INTO POURED CONCRETE.-GDN_0UE BLOCK__&. ±= W
<br />SINGLE PANELS(1; UNRESTRANCO RING -I PANEL (y; TeAFAIrn AT ACM
<br />ALiQP OEL$OTT9M END WITH TRACKS M-it,- 0 ♦ a 49 D. M..O'O•(
<br />WITH TRACKS T2)OR ilI * DIRECT MOUNTED AT EACH END; /11 /-N ,-'.\
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />PRESSURE RATING
<br />(P.eJ.) I. or -)
<br />CONCRETE ! WOOD
<br />INSTALLATIONS t
<br />L+
<br />lr
<br />20L0
<br />fr-0'
<br />,.-0'
<br />250
<br />12'-0-
<br />I t •-B'
<br />30.0
<br />1 f'-#'
<br />10'-D'
<br />40.0
<br />t0=1'
<br />9'-4•
<br />410
<br />D'-a,
<br />S'-D•
<br />sao
<br />9'-,•
<br />6'-4•
<br />SS.a
<br />8'-r
<br />e•-o•
<br />Sao
<br />8'-3-
<br />r-r
<br />65.0
<br />6'-0•
<br />.11.
<br />70.0
<br />r-e
<br />r-o
<br />75.0
<br />r-5•
<br />0'-10•
<br />6ao
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<br />6'-r
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<br />6'-9'
<br />6'-2•
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<br />6'-31
<br />5'-11'
<br />tmo
<br />0--a'
<br />I s'-0'
<br />110.0
<br />-
<br />3 _7'
<br />1 ra0
<br />-
<br />3'-S
<br />I;"
<br />r--S'
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />PRESSURE RATING
<br />(P.J.) I+ N -)
<br />CONCRETE ! W000 +
<br />INSTALLATIONS 1
<br />L4
<br />Ir-
<br />I E;
<br />141-4'
<br />IJ'_O'
<br />Zap
<br />12--Io'
<br />If'-?,
<br />30L0
<br />II'-6'
<br />10'-7,
<br />310
<br />10'-Io'
<br />9'-D'
<br />40.0
<br />w-6'
<br />D'-2'
<br />410
<br />D'-1'
<br />8'-7•
<br />30.0
<br />k-7•
<br />6'_2
<br />no
<br />6'-J•
<br />r-9•
<br />AGO
<br />6'-a-
<br />7--3•
<br />no
<br />7'-S•
<br />r-2'
<br />70.0
<br />r-31
<br />6'-I1,
<br />750
<br />7'-2•
<br />6'-S•
<br />Sao
<br />r-a.
<br />6'-3'
<br />83.0
<br />1-0•
<br />6'-3'
<br />90.0
<br />6'-9'
<br />6'-1 •
<br />910
<br />6'-7•
<br />3'-10'
<br />IoaO
<br />I 6'-J'
<br />3'-r
<br />Inc
<br />6'-J-
<br />I rao
<br />-
<br />I
<br />710.6
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />ANEL LENGTH
<br />LENGTH
<br />W9IO SPEED C 170 m.p.n I WIND SPEED > 170 m.p h
<br />('^)
<br />UNRESTRAINED
<br />RESI
<br />UNRESTRAINED
<br />I RESTRAINED
<br />30 OR LESS
<br />1•
<br />I.
<br />6'
<br />6 1/4'
<br />>33 TO 90
<br />1'
<br />I .
<br />1 1/2'
<br />7 1/2-
<br />>90 TO 145
<br />I 1'
<br />I.
<br />7 1/2'
<br />1 1/2-
<br />>145 TO led
<br />I•
<br />I'
<br />-
<br />I 7 1/2'
<br />umul lu PANEL I FIJIKI4 (Inl FOR ♦ GIVFN UOUNTING CONDITION
<br />1.5ST tUD.S'
<br />TOP
<br />DIRECT
<br />T'
<br />•U•
<br />T.
<br />�
<br />•r' TRAOI
<br />MOUNT
<br />HEADER
<br />HEADER
<br />ANGLE
<br />TRACK
<br />•
<br />BOTTOM
<br />CLOSURES
<br />DIRECT YOUTH
<br />16'
<br />32'
<br />32'
<br />SY
<br />1.
<br />SO-
<br />SO'
<br />4
<br />1.5'xl.5' STUD ANGLE
<br />35'
<br />32'
<br />32'
<br />32'
<br />42-
<br />m-
<br />j 36.
<br />3
<br />'rTRACK
<br />55•
<br />.m.32-
<br />42-
<br />67•
<br />60'
<br />1 60-
<br />t
<br />W ' O CLOSURES
<br />ED.
<br />32'
<br />12'
<br />38'
<br />60'
<br />S0'
<br />S6'
<br />I
<br />W-D'T
<br />so
<br />32
<br />u.
<br />I 3a
<br />6D'
<br />x
<br />se
<br />v' )OIU
<br />1 1-o LAG W / SCREWS 0' O C
<br />1 `/Y ton. ,ROARED PENETRATION
<br />10 LlfSTRG W300 NEAOER
<br />V.•• 2D.3 .- Y-S
<br />Cent 718'.3 - WAG
<br />NUT • 12 O.G
<br />a- U,G SCREWS 0 5' CC N/
<br />T<t/z' ton. THREADED PEN FOR
<br />! 1
<br />/
<br />4 - f 14+1 S MS
<br />0 G END OF Q
<br />TO EXISTING Wow NfADER
<br />-)
<br />O(SEE
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<br />I
<br />; I.
<br />L:
<br />ORAL 1/2. A
<br />_!•Q1S_fF BEL9tr
<br />• FA fND DE ID
<br />I
<br />I
<br />5
<br />(SEE DETAIL 1124 4,
<br />- NOTE IA BELOW)
<br />HOOD
<br />HEWER RECLINED
<br />i
<br />I
<br />5
<br />m
<br />7 "a' 4Ir,
<br />SEPAL z
<br />I
<br />T
<br />77,//!�.-•-20.3/.• -
<br />�
<br />10 GlAti
<br />u
<br />3OEn
<br />DUNG NUT �/
<br />I,!//W61G-P_2a3/.-
<br />4
<br />EVERY OVERLAP
<br />I
<br />LUt + AP
<br />-
<br />_ _
<br />i
<br />gg
<br />tf
<br />�QgSQ
<br />R§
<br />g
<br />I 9
<br />Rg
<br />z
<br />D�
<br />�'
<br />� Ka r $
<br />3 co
<br />I
<br />gxx�SS r
<br />N 3
<br />r
<br />i
<br />i3
<br />pp11
<br />33
<br />X. •I
<br />1
<br />I i_1
<br />I1
<br />_�JB
<br />, I •-2D.1/.' M.S.
<br />_ C
<br />�
<br />W/4]//B-•a1/SY WNC
<br />,
<br />t�/B.•PII ! .' u5 w
<br />( 1.250 TMABSCREW (SEE
<br />CR i//.-P- J i
<br />lI(11' NQIE
<br />�''
<br />-
<br />6 1/i -YS. w/ , /"-
<br />,A BELOW)
<br />L
<br />%-,!
<br />CPm MNC MCAT 0 fY O.C.
<br />1'. LAG SCREWS 6- C.C. W/ 1/4•. LAG SCREWS 0 a- O.C. w/
<br />/2' • NM THAEADED PENETRATION Yv. (2 2'.4' ' 1/2' Wn THRfEAOFL PENETRATION
<br />Wow REQUIRED0 mENRO1H OFPLATE
<br />- tom 2'.i WOOD RAT
<br />PLATE REDUCED EUt
<br />OR ON ED"
<br />BUILD -OUT MOUNTING
<br />I A,CTA1 . AT1n,1
<br />2/4
<br />1, MAX ANCHORS (SEE SCHEDULE ON
<br />-I, MIL 1 -- SHEETS 9. 10 AT 1)
<br />O O
<br />rT-1-1-r r1-1-r-rT--1-r-rT
<br />I/4, 3/4, 4/5, 5/5 k 6/5
<br />1 W/6, 2W/6, 3W/7 k 4W/7
<br />J' MAX
<br />--_ _. -. _-_-T' MAX
<br />/ O 0
<br />r r1_-"T-r-r1-T-r-I I I _,
<br />11 1 «L1,, LL11- J_1, !/1,�' Ll_L1_ 11 W 6
<br />A - ��� - i
<br />- - -_�-___
<br />41 I r
<br />BOLTED PANELS W/ t u-20K I'
<br />(SEE SECTIONS S.S. M.S. BOLT W/ d0 EA OVERLAP
<br />APPLICABLE) ��l
<br />(1_ 1151 1 1 I) I
<br />�� J; - o f
<br />D.M..O.®' - - o' - -J I. -- o`- . - u -L__--
<br />O OF I' MIN. - 1 /4, 3/4. 4/5, 5/5 k 6/5 } uw"
<br />2/4 1 W/6, 2W/6, 3W/7 IT 4W/7
<br />- --- - - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 !1,)
<br />REGULAR STORM PANEL 1 ELEVATION
<br />2.687' N.T.S I /1• Ym. GAP
<br />a (MN OVERLAP -I WiAE VALLEY) .
<br />MAX `"` TO SECTION A -A T�)
<br />HAS
<br />VICTIM
<br />(1) L MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AiO DESIGN LOAD
<br />L MAX- ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASD. DESGN LOAD
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH:
<br />GIVEN A POSITIVE A. DESIGN LOAD. DETERMINE MAOMIAI PANEL LENGTH 1.• FROM SCHEDULE
<br />GIVEN A NEGATIVE AI DESIGN LOW, DETERMINE MAXIMUM PANEL LENGTH %L FROM SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH Is EQUAL TO r1W 1990WM DETERMINED PANEL LENGTH
<br />BETWEEN 1+• AMC 1-•.
<br />(3) SEE SCHEDULE snow Fop MIN. PANEL LENGTH FOR POROSITY QUALIFICATION
<br />r INSTALLATIONS INTO WOOD ARE LIMITED TO N 95 P...r. MAX ALSO DESIGN PRESSURE RATING
<br />WTSE9. 10 4 ,1 FOR MAX. AS.D. DESIGN LOADS • MAX. PANEL LENGTHS FOR
<br />= EN SPACER IQ as USED
<br />FLORIDA BUILDING CODE Non High VelocityHu cans Zon,
<br />* : •
<br />.
<br />G
<br />yy -
<br />-
<br />r1A��(-�--
<br />j'-4� '9r%
<br />G' 18
<br />o2ole n1,IXu INc.
<br />I L E C O 1 N e-
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />ORY F.P.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />aID Sw51'R"I
<br />R 3331'
<br />P oa: {95+JBM-ie.e. FAX (PxpN-em
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<br />a e
<br />-DMC
<br />An WMIR. 4.WIA n A1e
<br />:oPn`sn-,PN.F, aM m-IWI
<br />20-175
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1 )
<br />INTO WOOD STRUCTURES
<br />ton U
<br />-. r I - -- . - - I ' - I
<br />--' - -
<br />WOOD ANCHORS II. f- - m GLASS. i
<br />I
<br />_ (SEE SCHEDULE ON 1 /�� 1/" -ttn•' ) (SCE SCHEDULE I tS/sP.�-eDlt'�(t�
<br />1 SHEET 11) - I `J I s HDI HGAo IOLTS 1 ON SHEET 3) 1 -A
<br />j
<br />1 r� o e t/A- o c _ tta NIL PUEa
<br />--
<br />WOOD HEADER / \\ '(? R WOOD ANCHORS I EXISTSING-,N - -_ _-- 1 PANEL LENGTH
<br />I/
<br />REQUIRED '\ N' 1 I 1 I (SEE SCHEDULE
<br />-1�
<br />(SEE SCHEDULE ON N, I- -1-- ON SHEET I�FDR
<br />-11
<br />'MAX' SHEET 11) -
<br />601E SPACER
<br />-..„_ _-1`0�
<br />._.:.. .i-
<br />L1/Y SPACER i {/��� OF
<br />j, Fk
<br />- LENGTH
<br />I 1 1
<br />i 1 MOOD HEADS(( _
<br />�, EOt
<br />1 REQUIRED ,, I -----)1
<br />/!,n ____
<br />I I O E01 '--7-.
<br />I -._ L
<br />I _ 1- AMR. LONG ALUMINUM SPACERS 0112 1/2-
<br />I ( 1 O.C. (SEE TABLE %- ON SHEET 11.)
<br />1
<br />M F. 1 1 SEE NOTE •• BELOW FOt FOR
<br />I LIMITATIONS
<br />1 1 1
<br />O
<br />"- MAX. 1 /2' TONG REEVES.
<br />I 16,,. OCl/55 I I PANEL
<br />ENGTH LENGTH
<br />PANEL LHEDULE
<br />Ii
<br />(SEE SCNEWLF I (SEE SC1 1 (SEE SCHEDULE
<br />ON SHEET J 1 ON SHEET } � _ PANEL MATE CHEDUL ID OR PANEL MATE
<br />I ) ON SHEET 3) 1 1 )
<br />I PLUS (SCE SCHEDULE ON SHEET li)
<br />11/4�1p,,,• I I
<br />1
<br />a/' 38 EIJLIS W� ,
<br />1 T ... DAWN Sin I I
<br />1 7 T. - P}A41 I SEPARATION I
<br />1 EXISTING 1 I 11BotR X l-4-) EXISTING I TO GLASS. 1 2'.4' WOW
<br />-I_LSEE
<br />-1 . 1 I GLASSSCHEDULE. I � PLATE REWIRED
<br />* cuss
<br />I
<br />1 I ; DN SHEET 3) 1 L'J DIRECT MOUNT W/ SPACER AA
<br />1 I f -- _-_ 1. I IG I 1 ALTERNATIVE 2Wa
<br />I I I t , I 1 j _-14 SCALE 3/e-1'
<br />1 SEE TABUS /1 ON SHEET 11 FOR MAX PANEL LENGTHS !
<br />I O 12 1/2. O.C.
<br />_ I MAX ASD DESIGN LOADS FOR THIS INSTALLATION.
<br />1 0�_
<br />L ® LO _ 1
<br />I I
<br />MI
<br />1 ...
<br />�J - 3 4' 1 O 12 1/2' O.C, c0 -t
<br />EO 1 I
<br />WOOD ANCHORS * * tlQTL:
<br />E10 I I STAGGERED W/ STUD
<br />(SEE SCHEDULE ON SPAtp G WY BE t 1n' LONG E:
<br />___._ ._
<br />SHEET 11) (1) P4fA4 _ a LIMITED m A NNE STORY BUILDINGS WITH Is'-w
<br />�//`,,��11.
<br />1 i *HOE � I FROM
<br />2'.4' WOOD �/ p"A2LwN�"D HEp�ir c"OM"1RRxnY�.IpFwImRnIR9,TaN An
<br />CUTE REQUIRED WOOD ANCHORS
<br />I 1' ISH TEPARAION ro i w000
<br />STAGGERED W/ STUD
<br />DGLASSINDICATED ,/.* (l _ _ PLATE RING NNW, VIT M (PANEL ,.1E FEMALE .0 OR
<br />ON l a ro 1/A• N !'.. (LATE REWIRED U) ANCP.Nm
<br />M SHALL BE
<br />(SEE SCHEDULE ON LONG As THE IOUDwIG CRr1Dn1DN6 ARE Pun wrz PLUS) vwL n sPAcm MAXIMUM AI 1 1/i O.C.
<br />G As FO mG CDt
<br />SHEET I1) COMPILED WOK S A A61PoLTgN FROM 12 1/I' QG. IPAONG ALLOWED 011
<br />SHEET
<br />(I) YAIunM Aso GEsKN PI03mm SHEET e).
<br />I wTNG 6 .w. -45 P..1. (3) - 2. o PANEL LO`I•. IS UNITED TO N' IT ANY OPENING
<br />-j
<br />- _ -- - (1) I.uo11Uw STOW OANa LLNIGM 5 RESTRICTION FROM 1NICFR PANEL UNGTI' AMLWID ON
<br />WALL MOUNTING (DIRECT MOUNTSHEET 11)
<br />I n-
<br />WALL MOUNTING (3) STOW1 PA1a WNSTu,AroN s ONLY ALTERNATIVE 2W I (.) �'2LONG SPACER OF I EN usl,N� w INDICATED m
<br />1 W INTO N 3anw 100D rTva.E rNl scA E 3/e-I WILD FR WHO ZOMIS 1 3 uo 3 AS /VERPD a As 11
<br />ALTERNATIVE
<br />SCALE 3/8-1- 0) P6iAUTON MAID ONLY FOR WIND :I E- INS STANDARD AND THE N20 (nn (OFOR) OF THE FLORIDA
<br />Z0.6 t a• 3 PER AAS7N E I 611Y1)I19 ORE_
<br />ITEM-M 01111UAP...111,
<br />�,, 1,,,A l - I- - ---'--
<br />o!N ,;E-F.`....L,.(/lam
<br />1147iS �; _\CEN'r •. L FLORIDA BUILDING CODE Non High Velocity Hurr)cane
<br />Zone),
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. - L RamO n1EN, INc r2.
<br />OF SECTION N0. 44 -
<br />HO,E FOR COMBINATION 1 6T 24 GAGE GALVANIZED STEEL STORM PAN
<br />DESIGN PRESSURE RATING (p. s.f) AND PAVED LENGTHS ' * * ; = EL ou101 9TI
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = *
<br />'a,:, STATEOF�-= GLOBAL PROTECTION PRODUCTS, °' art3010
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') _-:_-- (L ECO 116c. LLC.
<br />INSTAL -CATION. ' 'r GRID - SP S, STREET
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �' Ar ' / }' - � >-IOU A cN 17r,No IT . CAME. A3,.
<br />'y , PRnx: rAs 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFlC h `S/Qy(pL- N "' °°o n ,w XWu eF. IMa (Pe.)W"-7sa (Ws.>em-enT
<br />P'1"'s '.W.•c w
<br />DENS(Y OF 0.55 OR EQUAL. b-N HATE _ A. TAUT
<br />INTER A k 1 44 7 MITT A w to
<br />f10160A Lk 4116
<br />GENERAL NOTES
<br />Nun F1DR IY MV eAecTr ! _] IYYO _: .•u pAtl1 L .
<br />(C)
<br />1. $TORN PANES SHOWN ON THIS PRODUCT EVALl1AT1ON OOCVYENT (PEO.) FITS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE _ 1/i • 7APLON ANCHORS, AS YNIUFACTVRED BY I.T.W. DUI{pE%, INC
<br />WITH THE 2020 (71N EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - it4_10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MUNI-DADE / BROMARD COUNTIES). - 1/4'• LAG SCREWS PER NOS
<br />DESIGN WI LOADS SHALL BE DETERMINE P N 1 F THE MENTIONED FOR WHO
<br />NO t 0 A5 PER 609 0 E ABOVE E OWED CODE BASIC - 7 16'• . s e' o BUSHING. DISTRIBUTED POINT w T WOO BU AS DIS 8' ED 8Y ALL P01 SERE BOLT ! SPECIALTY CO
<br />/ /
<br />SPEED AS REQUIRED 8Y THE JURISDICTION WHERE $TOR4 PANEL 'MU BE INSTALLED, AND FOR A DNECTIONARtt FACTOR
<br />STORM `
<br />K- I 7-1 AN N X THE MAXIMUM I N R TIN INDICATED
<br />D OATH. US2 A17, 8 D $HALL 0 EXCEED E MU LEAS O.) DESK PRESSURE RATINGS ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO W000 OF TAPCON ANCHORS SHALL BE t 1/2' AND 2' FOR ELCO PAlELEAtE PLUS
<br />4 1 17 I
<br />THRU 2 ! B AND PANELMALE FEMALE 10
<br />IN
<br />N ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 $atoll � FIRST
<br />REDUCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (A.S.0) C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE NOW FRAME UNIT SHALL BE 1 1/2" NO THREADED I
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 ! 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATXN
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE
<br />STRESS FOR WINO LOADS WAS = USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH NOS 2018,
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609. 1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8•. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2• LONG UNiMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS {Oe14.01-01 AND /0219.02-09. AS SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSM 12-99 ! ASTY E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLOUGA REPORT /1123.01-10 AS PER
<br />IAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF ME C 5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) ! C l)
<br />2 ALL ALUMINUM EXTRUSIONS t0 BE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWSE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECFK:AIIONS OF THE ANCHOR'S MANUFACTURER
<br />3. ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INS'ALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH a (SHEETS 4
<br />4. ALL STEEL SHEET METH PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) FXCFPT THAT HEADERS®!® SHALL. NOT BE USED.
<br />STEEL DESIGNATION W/FY- 922 kv (AFTER ROLLED). 9 IT SCULL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOM FRAME
<br />BUIlD1NG<_.
<br />50p18 W/ 50 kti YIELD STRENGTH AND 90 kn TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411 3 14 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATNES 1W, 3W ! 4W ON
<br />SHEETS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WRH
<br />THE BUILDING TO PREVENT WINO/RAN INTRUSION.
<br />t0 EXISTING QU$Ep CONCRETE
<br />(A) p:
<br />- 1/4.0 TAPCON ANCHOR$ AS MANUFACTURED BY I.T.W. BUILOEX. INC. (Min. C-3192 III-.) 12. STORY PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRA'MNC PLUS MINI BUILDING AND ZONING REGULATIONS
<br />- 1/4' 0 . 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DENALI INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To
<br />- 1/IY , 3/4' SOL,D-SET ANCHORS, AS DISTRIBUTEC BY ALL POINT SCREW, BOLT ! SPECIALTY CO
<br />(ton. 10 13 (a) THIS PRODUCT EVALUATTON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION
<br />LNTE ATE FEMALE 4) 8 PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS . FOR A SITE SPECIFIC PROJECT, - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO.
<br />PANELMATE
<br />- /14-1AN[
<br />- 1/4.0 ZINC HALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4', 2- FOR ELCO PANELMATE AND BASED ON THIS PCD. PROVIDED RE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON FIRS DOCUMENT
<br />1 3/4- FOR ZANAC NUIN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFlED
<br />A2) CALX-IN A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE- NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4' o-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (o) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W0.1 BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NOSTUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE Of THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER i0 THE
<br />P.E.D. ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW-
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS W THIS P.EQ SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />(B) TQ,FrRT- CLvr_PcrF �q,AgKyi, C-90 14. SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATOR AT STORM
<br />_AsnI!
<br />- t/4' o TAPCON ANCHORS AS MANUFACTURED BY I I. W SLLLDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />- 1/4' • . 7/6• CALK-N ANCHORS. A$ MANUFACTUREDBY DEWALT, INC SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />FLORIDA &WILDING CODE.
<br />- 1/4.0 X 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY CO.
<br />- P14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P V 111111/
<br />- 1/4' 0 ZMAAC NAIUN ANCHORS, AS MANUFACTURED BY CEWALT, INC R A. T/"
<br />a
<br />�E,...:..,wr
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAHELMArES AND ZAYAC NAILIN ANCHOR, INTO THE ✓
<br />\A 9 FLORIDA BUILDING CODE Non High VelocityHurricane Zone
<br />(
<br />BLOCK UNIT SHALL BE 1 1/1' r
<br />9.2) CALK -IN ! SOUO-SEI ANCHORS SHALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT, NO W,44 67 •. I 0.. nfaO' "G' 24 GAGE GALVANIZED STEEL STORY PANEL OR1111*WN ,
<br />EXIST,
<br />STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD 'T . 0
<br />AND ,' MINIMUM FOR WALLS WITH NO STUCCO. i / n/'T/Am0
<br />STATE F - ILL ECOINc GLOBAL PROTECTION PRODUCTS, LLC. D,R
<br />p
<br />� /.,�,,
<br />B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR [,EFLQR) 4 - A-y IXL Nod EN'"O`""* maCO""= mow sAL"r� 13331' . T
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAIN STAUCIURF_ BERINO SIGH PA G\ a0` _P= 20-175
<br />�S/OVAL
<br />U 14. 1.e - RMI n1_�_ wo[: (f6N)teo-aiN6. rAv. {w �eY_sTn
<br />ANCHORAGE SHAD. BE AS MENTIONED IN B.•) AND IN 82). N -^.,
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<br />WALTEP A .v., v2 n•ET 1 p 18
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<br />_
<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANEL
<br />(i)
<br />INTO POURED
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />_.
<br />EQIISTING POURED CONCRETE
<br />EXISTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />REQUIRED,
<br />�.)
<br />REWIRED.
<br />CONCRETE ANCHORS
<br />ORS CONCRETE ANCHORS, 1z:
<br />__
<br />- (SEE SCHEDULE ON �
<br />SHEETS 9 THROUGH 10)
<br />.--4 7)
<br />(SEE SCHEDULE ON�
<br />SHEES 9 THROUGH 10)
<br />. (7 I
<br />EXISTINGAIRED
<br />OR
<br />j _ �:l
<br />(_
<br />`J
<br />COE01�� BLOCK_. _
<br />3 t/sY-mNe
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<br />CONCRETE ANCTD..:
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<br />(SEE SCHEWIf
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<br />-
<br />ARE USED t W/ <5 WHEN SET A CALK -IN ANCHORS
<br />EXISTING POURED CONCRETE
<br />BOCK
<br />ALTERNATE CONCRETE EXISTING POURED CONCRETE
<br />CONCRETE ANCHORS '
<br />ARE 115AE0 ANCHORS
<br />iEWREEDDREIE
<br />ANCHORS OP CONCRETE BLOCK REQUIRED.
<br />NT AGGERM W/ S-
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEMILE ON
<br />SHEETS 9 THROUGH 10)
<br />BUILD -OUT MOUNTING
<br />SECTION
<br />SCALE 3/6-1-
<br />1
<br />W U NG
<br />SCALE 3/8-1•
<br />WALL MOUNTING /
<br />SECTION
<br />SCALE 3/8-1'
<br />DIRECT MOUNT
<br />3
<br />A\ I1111111NANN
<br />EP A:.r�*lil✓
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<br />•�CENFSTATEO�
<br />�`"�s�.•
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<br />FLORIDA BUILDING
<br />CODE Non NI h VelocityHIM cons Zone)
<br />rrn
<br />E.D. -EDGE DISTANCE
<br />SCHEDULE ON
<br />NOTE FOR COMBINATION OF SECTIONS
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />'
<br />* :;
<br />' -a'•
<br />9'
<br />'' Off
<br />. ?
<br />* s
<br />` - -
<br />mllo nrzoa INC, 24 GAGE GALVANIZED STEEL STORM PANEL N'
<br />IXY•H ar
<br />IL ECOINc GLOBAL PROTECTION PRODUCTS, LLC. Q1/�/>m6(SEE
<br />QUID SW. 51 STREET
<br />SHEETS 9 k 10)
<br />COMBINED IN ANY WAY TO SUIT ANV
<br />'
<br />M.. F.�e :06m "aouEN N"oc'ROLAE
<br />FL 3v,Q
<br />INSTALLATION.
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<br />INSTALLATION DETAILS
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<br />INTO WOOD
<br />ALTERNATELEG
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<br />LOCATION
<br />BEAM REQUIRED. STRUC'Til&
<br />ADEOUACY OF EXITING WOOD
<br />--
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<br />INSTALLATION. / _ UrpOp ANCHORS
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<br />SHEET t 1)
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<br />'. W000 ANCHORS I'-�_ - _
<br />i
<br />(SEE SCHEDULE ON
<br />: (SEE SCHEDULE ON
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<br />�
<br />2' Mtn. -
<br />I CEILING AND FLOOR MOUNTING
<br />ALTERNATIVE 3W
<br />BUILD -OUT MOUNTING
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<br />NOTE FOR COMBINATION OF SECTION$:
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D.
<br />-
<br />_
<br />z * NO. 44167 'S
<br />. * r
<br />FLORIDA BUILDING
<br />o . 1ICC• •c
<br />CODE Non High VelocityHurAcone
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<br />DESIGN PRESSURE RATING .e. AND AHED LENGTHS p )
<br />z�'•, STATE OF
<br />24
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />F!.
<br />mAW, eY.
<br />COMBINED IN ANY WAY TO SCAR ANY AS PER SCHEDULES ON SHEET J
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
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<br />11 L � E C 0 INc. GLOBAL
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<br />DENSITY OF 0.55 OR EQUAL
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