|
MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.A.f.) AND
<br />CORRESPONDING MAXIMUM PA RE
<br />IJES 1000/2000 E-Z
<br />FOR SER HANG STORM PANEL tt SYSTE
<br />�Y&JO ONLY I Of', P-I,L� N�'A".A_'J,NLL� �PLA 4"Ihdi� A _1h1I 51fJJ_Zi1
<br />MIXINUM A S.D.
<br />"FrUT"
<br />'I _
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<br />WWO� SEPARATION
<br />PANEL
<br />APPLICABLE TO
<br />7
<br />I
<br />_
<br />To
<br />_
<br />IFECTIONS,
<br /> ___
<br />.680. -753
<br />.
<br />70' OR LESS
<br />2 q/,FT
<br />_
<br />BOLTED .
<br />-
<br />1'. 2'. 3'. I'* ,
<br />21* CA 3**
<br />.1
<br />.66.0. -75.3
<br />-
<br />70' OR LIM
<br />2 71.
<br />BOLTED -
<br />1
<br />-
<br />.' 11, 4'.
<br />BOLTED WIFF�ViR314- SS WS AT WRONLIT AT 04" AT Anot OF PANEL LENGTH
<br />MEASURED OW Or PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND CORR L5P91Q1Nft�1
<br />SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURE5 A I
<br />)ENS AS * I - - - EGUR - i
<br />iyALQ_9ft1J_f _1dRIL_&_..8LE1__z11
<br />A SIGN
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<br />RATING
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<br />� ANCHORS SPACAFFIG FOR Z. D . 3 1/2' - ____ - -
<br />--------T-�n
<br />1 APPUcmw_E to
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<br />I OF THEM
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<br />"IDUALE 0
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<br />To CONCRETE
<br />TO CWIM71
<br />BLOCK
<br />I CONCRETE
<br />I 1. =1
<br />12-
<br />N/A
<br />12-
<br />N/A
<br />12-
<br />-
<br />N/A
<br />_
<br />12'
<br />NIA
<br />1 - & 2. (TOP)
<br />11.
<br />3. TIT
<br />10'
<br />3.
<br />.
<br />5
<br />__
<br />A.
<br />5'
<br />.
<br />4
<br />I- (BOTTOM)
<br />lim$ 2QQ9 -
<br />12.
<br />3'
<br />12*
<br />3'
<br />s'
<br />6'
<br />___ - -
<br />a'
<br />-
<br />a"
<br />v (BOTTOM)
<br />SERIES IDOO ++
<br />3
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />- - -
<br />N/A
<br />12 1/2
<br />I I"
<br />2. (BOTTOM)
<br />I660, -75-
<br />.
<br />N/A
<br />I 6 112*
<br />I N/A
<br />-_
<br />4 112-
<br />_
<br />1 N/A
<br />4 1/2-
<br />
<br />N/A
<br />-
<br />Y (TOP)
<br />710' OR LESS
<br />12*
<br />I
<br />N/A
<br />12'
<br />N/A
<br />9 1/2-
<br />__
<br />N/A
<br />- ___
<br />I 9 1/2*
<br />1 N/A
<br />1 3- (BOTTOM)
<br />12,
<br />-
<br />-
<br />/A
<br />I _!__
<br />�11
<br />N/A,
<br />+
<br />12'
<br />./A
<br />1 12-
<br />1 N/A
<br />I .. (TOP)
<br />I I
<br />�
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<br />I ,
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<br />EE I /
<br />-
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<br />1 4' (BOTTOM)
<br />I
<br />* UWFITD TO 66 0 p To t & % D DESIGN PRESSURE RATING
<br />A -.1 I WET " OR MOLHOR!, TYPE k SPACING TOO INITTILLATIMORS IWO WOOD
<br />IFFAMI BUILDING
<br />WNFIFUU ANCHOA SP ToGS AND UFHFFFTW LDaL DISTINCT ARE "WATED GAL THIS
<br />SC DOLE FOR ( 0 LESS THAN PAXCATED OR SCHIOUL REDUCE ANCHOR SPACING
<br />BY UJILTIPLYING SPACING SHOWNI ON SCHEIXA1 By THE FOLLOWING FACTORS TO*
<br />W OPERATION TO K � REDO= SPACING OBTAINED USING FAC OR SNW_
<br />.
<br />NOT Or LESS THAN MINTIALM SPACING WDICATED FOR EACH ANCHOR TYPE AT
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<br />17
<br />FLORIDA BUILDING CODE (High Velocity Hu Ica.* ZOM
<br />� X_ NO.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />_.___-____.______.._
<br />COMPONENTS FOR RER-
<br />__
<br />HANG-MORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-l')
<br />I------
<br />_ __ � 15.12.3 . (TOTAL WIDTH)
<br />- - - ..-----, I
<br />- 2.!07'- -1
<br />1
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<br />500' (EFFECTIVE WIDTH)
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<br />100'
<br />'Go
<br />I .. 125
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<br />I +064' ___, . __j 125' - -1
<br />- L-I wo (TYR I
<br />, _____ _. __ _
<br />) STORM PANEL I ---------
<br />. I --- '- 1.330'-
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<br />PANELS SMAI OFT INSIALLED ALWAYS
<br />----2.M'r------I
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<br />AT END A I OL Fr� SIDE OF PANEL
<br />(�)
<br />Foor TRACK (�) ANGLE
<br />(�) Tim STUD
<br />,
<br />-
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<br />0.024-
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<br />GALVANIZED STEEL
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<br />133 -j 11.270- j
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<br />!
<br />Z124'
<br />-.750' -
<br />_T
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<br />. * SEE SHEET 6 FOR ADDITIONAL
<br />$13 LIMITATIONS IF SLEEVE LENGTII IS I 1'.
<br />i
<br />�
<br />.
<br />- �001*
<br />1 250T _m. (�) �J FEVE 2 1,/B'
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<br />INSTALLATION DETAILS FOR REGULAR PANEL A)
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<br />CONCRETE ANCHORS
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<br />SHEETS 9 At 10.)
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<br />REGULAR STORM PANELIJ." ELEVATION
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<br />,Z) PROCEDURE TO OFF RMINE MAuW- PANEL LENGTH,
<br />GIVEN A POSITIVE ks,b, DES)O UGM), DETtRARRE WAI PANEL LENGTH *t.-' FROM SCHEOLTUL
<br />GIVEN A NEGATIVE A.SD OUSIGN IGAD. DETERMINE WATIMUM PANEL LIDIGIM, 'L-' F SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PAWL LENGTH IS COUAL TO THE MOROI DF.TEFIMINED PANEL UENOTH
<br />]BETWEEN 't., AM 'L-',
<br />(,,) SEE SOIEDULE BELOW FOR AWN PANEL LENGTTH FOR POROSITY QUALIFICATION
<br />t INSTALLATIONS INTO WOOD ARE UNITED TO � 95 A 0 WAX &SO. DESIGN PRE MRE
<br />- __ - ____ __
<br />- -
<br />- *=s 5. 10 AT 114��I:.A_S.D DESIGN LOADS A WAX PANEL 1.111011IS FOR
<br />, TO
<br />I
<br />-. -SECT . 15PACITICI
<br />, . -
<br />,V - -
<br />,
<br />, �
<br />_i�
<br />VILI:A, -
<br />01' .. - - FLORIDA BUILDING CODE (Non High Vel"I ty Hur lcone Zons)j
<br />:,
<br />*:
<br />. -
<br />0. 44167
<br />- .-O. WC
<br />24 WE GALVANIZED STEEL STORM PANEL
<br />-
<br />D"'ANS,
<br />:
<br />_W...
<br />O�'
<br />111, ;
<br />; r. - ,
<br />TATE OF �
<br />TATE f), I-
<br />---
<br />/
<br />/ IILIECO..,. , \
<br />4
<br />GLOBAL PROTE CTION PRODUCTS, U.C.
<br />*'/"'
<br />.1
<br />.
<br />�-, - '--.
<br />ORI 01 ...- .1 -1.
<br />TRUT n- . -MUDIFFING COMPAKY
<br />- - IT .1.
<br />S. So STREET
<br />Oo�w_ ft. �I.
<br />. '...,
<br />,
<br />, I
<br />* . �, ,
<br />�
<br />�; W; �, ...
<br />,=_
<br />P.t..t,::
<br />"- ��" -
<br />me-ToNa. w; (-)---'
<br />20-175
<br />I'll
<br />-
<br />000111
<br />- - "
<br />ITOR A� FUJI -.,.-,,,
<br />GAWWNI .
<br />n.1 -
<br />I -
<br />Pon IC,jvvF0f;,/_,OAX/-q
<br />-
<br />!-.I 1
<br />F-9 i
<br />- 3 For ui
<br />-_
<br />flow
<br />- I
<br />;
<br />F_,_ INSTALLATION DETAILS FOR REGULAR PANEL W -_ - --- ___ _ _.- -_
<br />-T I INTO WOOD STRUCTURES /_1 -1 ' -----r--,--MkL ,.A .. I- I
<br />� \ I I I - 'OiLL - SDIPMnON I '(D
<br />I
<br />ANC40RS / - --- TO QLASS
<br />I - - �!, FE SCHEDULE ON , - I
<br />1� � _r (SM UHIEME I
<br />-
<br />,/M�
<br />3 "F� am SHEET 3)
<br />-,, lil�,-_
<br />q)
<br />� -, , SHEET 11) -
<br />_�� . " r
<br />__� �_ � I - _
<br />, �
<br />" I ___ imovAmmito
<br />�.
<br />�
<br />.
<br />- . _. I . - ,_ GO T-4m
<br />/. /
<br />I 'I I A
<br />I -_ 'L, mo..
<br />" ! ., . I . - --------I ___I
<br />\ \ / _-Vft� �
<br />I L , PANEL LENGTH
<br />WOOD HEADER I I :
<br />F 1) WOOD ANCHORS \ x I � I ' SCHEDULE
<br />�I�
<br />_11�-s
<br />11-_ - -_ - - - (,(SEE
<br />"FL-111 I (SEE SCM�EDT ON ,; .�� . - .
<br />f___
<br />� � ' I C/4* SHEET I � IN SHEET 16F011
<br />, I 01 �
<br />11 //' SPACER
<br />- I BOB
<br />, ) VAX. 40 ''.
<br />, - 1/2- I 0: SPACER or -L .
<br />� :
<br />, 1 1 �, .. .- -
<br />"I , , . f -
<br />�
<br />__(a)
<br />, I . . I -_ LDJM MAX.
<br />� i I I
<br />- -_ i i WOOD I
<br />HEADER "; -4 \ -,
<br />"I . 2* ' I ED I
<br />,
<br />" I REQUIRED 11 � \ min I I
<br />I I I M. �� I, , 1. , . ... I -_ -- -::>�. - z T== : �
<br />I I ! I
<br />:
<br />: , , � I ED I I
<br />I I I
<br />I q)
<br />. I
<br />- -,----, . F - - . . - -L
<br />L-1 __ ,
<br />- i I
<br />, @I - MAX, LONG ALLAONM SPACERS 0 12 1/2-
<br />I
<br />; I D.C. (SEE TABLE #1 ON SHEET I 1.)
<br />i
<br />I MIT. - SEE NOTE " BELOW FOR LIMITATIONS FOR
<br />I I
<br />(1)
<br />.
<br />�
<br />SrPAPATIOH � , LONG SLEEVES
<br />'L' AALF: I MAI. 1 1/2
<br />1- \ � �
<br />:
<br />�
<br />70 GLASS, .1, L
<br />PANEL LENGTH I ; PA LE \ .
<br />I SEE
<br />( 1
<br />SCHFO)Ulf I (SEF SL'F*DLqf I (SEE SCHEDULE \ I PAWL MAIL FEMALE to OR PANFL RATE
<br />: Ono SHEET 3) ON SHEET 3) .
<br />1
<br />: ON SHEET 3) 1 ,; - PLUS (SEE SCHEDULE ON SIIIEV IF)
<br />I
<br />,,, I �
<br />i I �/,�;.,B�o I Min , i A-_
<br />AT - � - -
<br />,0(, WIM -
<br />EXISTING I I =4=1.0 - - 11 SEPARATION I
<br />1 FXFSTING 2'.4' WOOD
<br />-1 To
<br />`uLE :
<br />_F GLASS PLATE REOUO"
<br />CLASS I ( = -
<br />---!-- - _____ - r SON' T
<br />�
<br />SHEET 3) :: DIRECT MIDUM W/ SPACER O&
<br />:
<br />f �
<br />1 * I i ALTERNATIVE-2jC
<br />i
<br />- �- __q) Ll_ /8.1*
<br />I Z f�io SCALE
<br />I I I SEE TABLE 11 ON SHEET 11'FOR MAk PANEL LENGTHS &
<br />I SOX I ren.-
<br />4 9 12 1/2- D.C.
<br />,
<br />I I - MAX A_ .0 DESIGN LOADS roR THIS mrsTALL,Aum
<br />I
<br />I I or 'L' EO �'.. � a
<br />,_
<br />t . 0 MAX . I = I !
<br />1z v - � m
<br />Li �1
<br />.' & I
<br />,.� -1- I I --I
<br />, I 1111 12 1/2" OC IL.- _��
<br />�� T '� - --- -
<br />I
<br />6 � , i ,�. :
<br />_____ .I---
<br />_�" � I il WOOD ANCHORS mm
<br />I- " I I F** -
<br />� v STAGGERED W1 STU D
<br />�
<br />__ -I- -J, ;
<br />-1 w � w.cm . - Nor I 1/Z1 LOWC; I
<br />- (SEE S HEDULE ON
<br />E_ - , t C
<br />, - _. -_ ___ ,, SM-
<br />, 11) (1) --- G, umorro To � DUE. STORY evEmmom, WITH IS--w
<br />I 1
<br />i 11
<br />11 I 1�
<br />�
<br />I ) ;�
<br />,
<br />2'x4' WOOD � R -�4 *14111F WAK WILAN TIODIF HUGHT (THIS 6 A RESTRICTION FROM -
<br />�
<br />I c�
<br />1 WOEDFAIG otinow cummorro, ;WFCAIw OKI S.W I I)
<br />PLATE REOUIREO [ WOOD ANCHORS i
<br />p ._
<br />STAGGERED Wl STUD I* WIN. .I-,- To FILASS WITICATOG) I
<br />. 1. I 2*W WOOD (2) ANCHOonl GOING TYRu COUPOWNY FAIL ONAZI. KATE FINALL 10 OR �
<br />i� . VOR, 3 .1 % REDUCED TO 5/ P.1 RIEOFUIRID
<br />�,ij I
<br />V�==
<br />(SEE SCHEDULE ON IONG AS M PARU KATE PUAP TMAU. K SPACCOT WAAA AT 6 I/C DC,
<br />O0UPOTD �_ "'I o'""I AN
<br />� SHEET I 1) -L
<br />fne!I a A "Ex"FIX"T"I ,TROUT 12 1/1' oc� Solnec .�mm am
<br />I
<br />OF) __ ASO aTFI PKETSumo IINK" FT).
<br />,
<br />ILI (3) - 74 GAGE PANEL. UENSIon . UUITU) To "' AT ART OPENING
<br />_�� ; _
<br />I - . .1 (FIRI . A KO� FROM - ONNE, LINGTHS � ON
<br />I � t2`UG 3 "'I " "'
<br />11
<br />I (2) MAKWOU ITYTRW - ... 6 904DULT. S,Wv ")
<br />: WALL MOUNTING / DIRECT MOUNT
<br />(.)
<br />� I ALTERNATIVE 2W I ,n-"- wmant cam000.cor P;A -I For . oWXCAFEG ON
<br />m 1 (3) .no "ANG. WALUTTFOR, IS OKI SCALE 3/8-1- SNUIn"NS"ALLITFOR, Or 1, 112' L SPACER AL ITS a,AI
<br />� INV CaMPINI WOOD, FAMAK WALL � WOO WIND n_ 11 AND I AS OFOURROT, Fo" A"
<br />ALTERNATIVE IW
<br />SCALE 3/8-l' (4) PWALAICH WILAD MY FOR WIND E-111911 STANDARD ANOT THE �Coa Pon ITITITION) OF INE -ft
<br />ITONFICS 1. 2 & I PER ASTFW F
<br />- -__
<br />�
<br />I$" -Os. ""...Hon"
<br />4% L
<br />A Tizz
<br />... 4, ___
<br />,�,,q�
<br />,I', `
<br />- /
<br />....
<br />I ..
<br />NOTES, ENS
<br />� . . . ,\r- "',
<br />, . FLORIDA BUILDING CODE (Non Might Velocity Hur ]can@ Zone)
<br />I IN ot,40 ", ".
<br />ONS - .. mm. I
<br />ftM_fQR COMBINAIJON OF SEcn STALLATION ARE ONLY VALID FOR VAX. A.S.D. z , No 44,17 24 GAGE GALVANIZED SREL
<br />: STORM PANEL
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL UENGTHS -
<br />Z Tf )"
<br />=
<br />*
<br />TOP & BOTTOM MOUNT1NCS CAN HE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR :L � I -
<br />i .o..
<br />STATE __..1
<br />TO E 0 _. /to F,
<br />P;.-. GLOBAL PROTECTION PRODUCTS, LLC. -/'.'a
<br />/ 11LIECO.ToI
<br />COMBINED IN ANY WAY SUIT AW ALTERNATE 2W') - , _4____,�
<br />"
<br />-
<br />INSTALLATION I -
<br />___ - LR
<br />I
<br />11 '. 'rIORIC 5 MOINO Io IDICKWUMINFIFT C5WA-W Ross, iLFF. a, v�
<br />. , "It-
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />- - --(W)M-sn,
<br />_x__1.:__I= -1.=�-VII Pnomot Cw 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ 1, S ........ * *,,� ITH. )..--. FAIL
<br />SP -
<br />ECiFTC t ORNFRAIT .
<br />w;AEe?NftvAvvAw__
<br />ma C,_
<br />DENSfTY OF 0.55 OR ED 0=110 n-I - I Wom 1-.! - 1 -
<br />I UAL. -
<br />- WNTOO, I,r .1114W.
<br />____ -------- nom FIE29 .
<br />- , - , I ! f i �E FT =
<br />I
<br />___ _ �- _
<br />- -_ -_ - _ - - - -
<br />GENERAL NOTES
<br />(C) ICLAX.-SIAG "Qui-Aft SPECIFic �wylj.x_ C, - c 56 MIN)
<br />�"�Itgl��Aojg��� DIMTWOfN-T
<br />(PC D,) HAkS BEEN VERIFIED FOR COWP1AkNCI IN ACCORDANCE 1/4-0 tAPCON1 ANCHORS. AS MANUFACTURED BrY ITIN BUILDEX. INC
<br />WTH THE 2020 (711, [PITON) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHAt NOT BE INSTALLED AT HIGH - 014-10 PANCLUATE FEMALE 10 44D PANEUWITE PLUS ANCHORS, AS MANLIFACTVRM BY ELCO CONSTRUCTION PRODUCTS
<br />MELOCI HURRICANE ZONI-S (MMAH-DAIDE / WOWARU COUNTIES) - 1/4'* LAC, SCREWS PER ND,S
<br />DrSICNFWnNO LOADS SMALL BE DMAMIMCU AS PER SECTION 1609 Of THE ABOVE MENTIONED CODE FOR A PASIC WINC - 7/16"To � 5/0' WOOD HILTSIONG. AS DISTRIBUTED By ALL POINT �Cmw. SOLT & SPECIALTY CO
<br />SPUD As REouRED By imc AmowtDriont WHERE STORM PANEL VALL BE INSTALLED. AND FOR A DIRECIIONIANJTY FACTOR
<br />KOH,053. USING ASCE 7-16 Mo SMAL, NO EXCEED THE UAUFIMU1I[ (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPICON ANCHORS SHALL BE 1 112* AND 2' FOR ELCO PANELAMIF, PLUS
<br />3. 9 TWO 12 At 17. 10 AND PANCLMAUIE FEMALE 10
<br />IN ORDER TO VERIATY THE ARM CONDITION. ULTIMAIC DESIGN WIND LOADS OFTERIMNED PER ASCE 7-16 SHALL K FIRST
<br />R DVCLO 10 KS 0 MAIN PR(.SSURE RATING BY MUI TIPI TING THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MO (A 5 0,) C 2) MINIMUM THREADED PENETRATION Or ,AGNSCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 112' NO THREADED
<br />DESIGN ES ORE RATINGS INDICATED ON 5141.1,15 3. 9 F,IRU 12 JIT FT. 13. PENETRATION INTO STUCCO SMALL BE CO SODCRED AS PART Or THE REQUIRED THREADED PENUMnON
<br />IN ORDEPRI05VERIrY THAT ANCHORS ON THIS P E.0 AS ICSTrO WERE NOT OVER STRESSED, A 33 INCREASE IN ALLOWABLE
<br />R
<br />XSEEN
<br />STRESS It WIND LOADS WAS NO USED IN THEIR AMAI FASTENERS SPACING to WOOD HAS DETER"F.D IN C, 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. IWO WOOD SMALL BE AS INDICATED IN THIS DRAVNC
<br />ACCOR �'E WF7H N D 5 2018
<br />STORM PANEL'S Aocauwy TOP IMPACT AND MNO RESISTANCE HAS BEEN VEAFFIED IN ACCORDANCE Worm SECTION Iwv 1 2 OF C 4) MINIMUM PENETRA FOR OF WOOD BUSHING STH�kj BE 5/a- 1/4- 0 20 SCREWS USED SHALL at I 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS 00014.01-01 AND 002,902-09, AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WAIN NO STUCM
<br />PER SSTD 1 2-99 41, ASTM E 330-02 STANDARDS. Mo AMERICAN TESTING LAB SOUTH FLORIDA REPORT If 1 123 01 - I 0 AS PER
<br />AND C 5) IN CASE THAT PRECAST STONE, R PIT CAST CONCRETE PANELS, STUCCO OR WOOD 13WOS BE FOUND ON THE EXISTING
<br />TAS-201 TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PFRT�OftkoED IN ACCOFIDANICF W/ SECTION ,Go, or ,00r OEROUGH
<br />FLORIDA GFUFT� CONG CODE WALL. ANCHORS SMALL BE LONC TO REACH THE MAIN STRILICTURE BEHIND SUCH PANELS
<br />ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) A C 4)
<br />2 ALL &UMPFUM EXTRUSIONS TO OF &M-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SUE SHEET 2
<br />(0) ANC4ORS SMALL BE LNSIAIfO FOLLOWING ALL Of IMF, RCCOMIIUENDATION� AND SPECIFICATIONS OF INC ANCHOR'S MANUFACTURER
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3iO5-HI4 ALLOY
<br />8 PAMELS'MAY ALSO BE INSIALULD HORIZONTALLY FOLLOWING NSTALIATION DETAILS SHOWN ON SECTION I THROUGH 6 (SMFkTS A
<br />THROUGH 5) EXCEPI THAT HEADCRSQ &(3 SMALL NOT BE USED
<br />4 ALI STEEL SHEET AFFTAL PANELS SMALL EUIW STRUCTURIAL DUALITY SnEF1_ ASTU A-653 GRADE W MINIMUM, G-60 GALVAMIZED
<br />STEEL "GINATION W/FY- 92 2 ksi (AFTER ROLLED). 9 IT SHALL OF THE RESPONSOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSURE PROPER ANC140RAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />5 ALL SCREWS TO For STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS
<br />sooloo FT 50 "I YILID STRENGTH AND 90 ke. TENSILE STRENGTH Mo SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2111 33 4 TO EACH REGULAR S70RM RARE, WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERNATIVES 11T. 3W G, 4W ON
<br />- Y. S�- L HAVE A LECIBILE MO REAOILY VISIBLE 144RUNG 1NSTRVC1I@4C OWNER OR FLAAMT TO
<br />WE A. i. 6 A 7 RESPECTfvr,
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED .STEEL. OR AFS1 304 SERIFS STAINLESS STEEL. WITH 36 ki, MINIMUM FIELD STRENGTH SECUTS PANELS WITH APPILICAFFIF REINFORCEMENT DURING PFRMS OF HURRICANE WARNING
<br />W
<br />I ANCHORS TO WALL SKILL 1,11 AS FOLLOWS. I I THE INSTALIATION CONTRACTOR IS to StAL/CAULK ALI. SHUTTER COMPONENT LDGkS WHICH REMOUNT IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PRV4NT WINO/KAIN INIRUSiJON
<br />(A) TO _102sim pmem _CQ_q=
<br />12
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED By 1.1 W GIUILOCX, INC. (Win 1*1197 vo, I STORM PANEL INSYALLATIONI SMALL COMPLY WITH SPECS INDICANED IN THIS DRAWNG PLUS ANY HOLDING Mo JOHING. REGULATIONS
<br />- I ' 0 , 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALI INC PROVIDED UY ME JURISOICITON WHERE. PERMIT IS APPLIED TO
<br />I/
<br />_ /: 0 1 3/4- SOUD-St I ANCHORS. AS DISTRIOU'llo By Al I POW SCIFFIN. OUT AT SPECIALTY CO
<br />t*e-3000 P.6 I ) 13, (a) THIS rRoD CT,CVALUAT*k DOCUMENT (PED) PREPARED BY TIFFS ENG;KECIR IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />- I I 4-10 PANELMATE FEMALE 0 41; PANELUATE PLUS ANCHORS. AS MANUFACTURED (EY ELCO CONSTRUCTION PRODUCTS FOR A SFTEUSP CIFIC PROJECT. . To WERE THE SITE CONDITIONS DEWTE PROM THE P F 0
<br />I /4-0 ZkMAC NAFUN ANCHORS. AS MANUFACTURED BY DEWALT, INC (b) CONTFWTOR TO RE RESPONSIBLE FOR THE SELECTION. PURC1W,C AND INSTALLATION INCLUDING LIFE SAFETY OF THiS PRODUCT
<br />BASED ON THIS P ED PROVICIFO HJ/SHE DOES NOT DEVIATI, FROM THE CONDITIONS DEIAILED ON THIS DOCUMENT
<br />A 1) MINIMUM EMBEDMENT OF 1APCON ANCHORS INTO POURED CONCRETE SK41 RE 1 3/4*, 2* FOR ELCO PANELMATE AND CONSTRUCWN SAFETY AT SITE IS THE CONIRACTOFIS RESPONSIBILITY
<br />1 3 - I OR FAMAC INNER ANCHORS
<br />/4
<br />" ) MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIFERIED INTIALID IF MODIFIED
<br />A.2) CALK IN J, SOLID -SET ANCHORS SMALL 81 EMBEDDED 7/8' WOO THE POURED COW:RrTr NO EMBEDMENT INTO
<br />SIUCC? SMALL RE PERMITTED. 1/4' 0 20 SCREWS USED SMALL BE 1 112- LONG MINIMUM SHOULD STUCCO EXIST, Is) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA RCQSTERED ENGINCITR OR ARCHITECT WHICH WILL KCOMF THF
<br />AND I MINIMUM FOR WALL$ WITH NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THRMED SCREWS W/O MEAD. ENGINEE OF RE CORIG (ED R ) FOR THE P140JECI AND WHO WILL BE RE'�PONIIBLE FOR THE
<br />RUSE
<br />BUY WYCH FNINC RUTS PROPER OF THE P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO INC
<br />P ED ENGINEER, SMALL SUBMIT TO THTS WIER THE SITE SPECIFIC, DRAWINGS FOR REVIEW
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANEL, PAVERS. STUCCO OFF WOOL) BOARDS Of FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHOn SH41 BE TOW, EIVOLIn, 10 REACH THE WINN 57RUCTURF BEHIND SUCH PANELS (a) THIS PC.D SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL OF AS MENTIONED IN At) AND IN A.2). ENGINEER OF RECORD THAI PREPARED IF .
<br />�
<br />I
<br />(8) 1C_jlGMQ_1JQtCjtUL_ALOCK W&L,ASTM-L-29 TA SHU71171 MANUFACTUREALS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- TAPCON ANCHOR AS MATNVFACTURED FIT I I W RUILDEFT. INC PANEL 5.4 ER IN ACCORDANCE WITH SECTION 17D991 OF FLORIDA BUILDING CODE ONE LABEL
<br />LIFT -VERY
<br />' S
<br />:/ SMALL BE OPENING LABELING TO COMPLY WITH SECTION I 709 OE3 Oc THE
<br />FT 7/11T CALK -IN ANCHORS. AS MANUFACTURED fly OFWALT, INC CIPLACED FOR E
<br />- /4�
<br />: FLORIDA LAUDING CODE
<br />_ 1/4
<br />4-0 X 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW. OCLY & SPECIALTY DO
<br />- -10 PAHELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED By LLCO CONSTRUCTION P40ROSMillioll""
<br />,,/,44
<br />. __
<br />- 0 ZAMAC MI ANCHORS, AS MANUFACTURED BY OTEWAL7. INC ,<W�� �01�. �rk Z
<br />... .
<br />.. .....,
<br />.
<br />.
<br />.
<br />81) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAINCEMAIES AND ZALAC MATUN ANCHOR. IWO THE .,
<br />I.
<br />.
<br />'V,� C E tN4 .
<br />. \_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />- . . . .
<br />BLOCK UNIT SMALL HE 1 1/4 -
<br />I -
<br />" .I- I.-, - -,
<br />CE2) CAUX-IN Go SOOLD SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCR17E BLOCK UNIT 140 E& Difm 44 7 I. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />-
<br />SIUCC? SMALL BE RE ED 1/4- 020 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM S-OULD 1� ,,to EXIST. * -_ - - __\
<br />RWT1
<br />.,/2,/mo
<br />MINIMUM 'OR
<br />AND I WALLS WITH NO STUCCO. ... GLOM PROTECTION PRODUCTS, LLC. ,W,
<br />1 ':$`, STATE ' - - . / M LTE C 6,.. \
<br />. WOO -
<br />8 3) IN CASE THAI PRECAST STORE. 00 PREICAST CONCRETE PANELS. STUCCO OR BOARDS BE ED 1' '
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