|
NET. S-wsm I
<br />O.MY, AN -as
<br />M9Lp4NJL.Ew
<br />mexv..97
<br />eaLaert
<br />RoARRED
<br />=1
<br />9KET5. . 0)
<br />WALL AND FLOOR, MOI!NTING INSTALLATIQN FOR
<br />SPLIT PANELS
<br />P,
<br />at
<br />2twax Ij 'I
<br />r'
<br />Al2.
<br />4'
<br />I j i t i t r-( �) �?..� I 2
<br />EWE Of WALL c= z t
<br />IF APPLICABLE
<br />V /E'D' IN! I LA j III, I.-
<br />r
<br />Q�
<br />DELALJ
<br />jig �. LP TM590 a..t Pi.L. ` m /-' F.� !, i a ; !' L,.�1.l 1...+._t_,'. "'7 AIL x
<br />OUR. I
<br />FW
<br />StHEDULE M INS S4U7T)
<br />CONCRETE i3ff GROLT
<br />TRIED a-*,- ED 3
<br />I/e.
<br />start.• �
<br />IT
<br />-7
<br />47
<br />=3 lv,,. 2'
<br />U=m )!-Y S PIT STORM EMEL EUMQU
<br />SCALE SCALE SCALE
<br />MULLION SCHEDULE
<br />A- MULLION
<br />REWIRED M�.
<br />SPAN (A)
<br />TUBE MULLION - I
<br />, -v
<br />7, x 3' . Ile
<br />> 4'-6' TO 3'-R'
<br />2' e, Ile
<br />> 5'-e' 70 IF-u-
<br />2' v 5' 1, 1/8'.
<br />2' x j'
<br />r-Iv TO B'-D'
<br />Y "iSECT ON 1
<br />SCALE 3/6-`
<br />11011: MUL0CrSt1W1O THAT
<br />sKU&III) *�c 111,1�11IRPANELS 01, 1.1
<br />OR CARDo TOP
<br />o . 90770. OF OPENING.
<br />(ONE PANEL OPE14M W/ TUBE TOP & BOTTOM)
<br />H.mkana
<br />IN51ALLAT-IDN DETAILS FOR REGULAR PANELSeIT_,, ilA
<br />INTO EXISTING WOOD STRUCTURES
<br />fz
<br />J r
<br />2
<br />AN,
<br />Lr
<br />jI
<br />Erma
<br />l
<br />-4-4..
<br />WALL MOUNTING
<br />msuuam - ALTERNATIVE
<br />Ze- 1w
<br />BULL D-QUT MQUfM -
<br />j STALLMN - ALUMAIM I 7-,�zj
<br />=OLE /e
<br />CEIL 8 FLOOR MOUNIM WALL & FLOOR MQUKTIN
<br />WALL MOUNT] INSTALLAIJON - AlLtERNAME INSIM"TIONS - ALZRHAM SW
<br />(SECTION AT TOP IS LIMITED TO +55,5-67.O MAX, SCALE; 1/4' - I'
<br />INSTALLATION - ALTERNATIVE 0.5.0, DESIGN PRESSURE RATING)
<br />SCALE, 1/4- 1- SCALE 1/41*
<br />FT-
<br />�Ar =7 1-
<br />=R MOUNTING
<br />mm., INSTALLATION - sEanoN LAIN
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D. DESIGN LOADS
<br />UP TO 455 5, -72-0 p,sJ. AND PANEL'S LENGTH UP TO V-S" FLORIDA BUILDING CODE (High Velocity Nurr#Gone zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC C DENSITY OF 0.55 OR EOUIAL No, 4167 .2m Furm. INC 20 GAGE GALVANIZED STEEL STORM PANEL MARY OF -
<br />-fL%"F GLOBAL PROTECTION PRODUCTS, LLC.
<br />TIDY L SECTIONS: ST 0 IILIECOT� "m 1w. 51 STREET
<br />L"L TOP & BOTTOM MOUNTINGS CAN BE "L02� '., TE... Is D'IYIE, -1.
<br />RRA= 2D-176
<br />COMBINED IN ANY WAY TO SUIT ANY 0 taut n,-,sse
<br />INSTALLATION.Pm) Ar vf� Ac
<br />tYlWALTER f z �7 - o,EE,,o P, Is
<br />now wo. 1 44167
<br />MMINUM A-S& ESI N (12,11) AND CORRUMMI
<br />MAXIMUM EL LENM ALI* SCHEDULE
<br />tv"cm, FOR ;RARE-?,.6;k -JA-w-S - - ru-n - - . b Al
<br />W.Um IS&
<br />DESIGN P"
<br />RATING
<br />-;�Tac f AND.A.,
<br />I TO
<br />I:
<br />CONDITION
<br />rL-" &,-.v
<br />of Y"Em
<br />455,5. -Me
<br />V-V CA LESS
<br />uAWLTEC
<br />i 1HRU h A
<br />.55'5. -72.0
<br />'F-5, to W-w m-
<br />I
<br />umano j
<br />t TNAu 5 A 7
<br />-12.0
<br />TO ,1 2- V-
<br />2 1/2-'I
<br />ij
<br />9
<br />a. -00
<br />12*-V OR
<br />-ARAM-
<br />- 9041ED W/ Ij4-t-XI'SS A,& A WROULT XF WDRUF a AD,09,1W OF PANEL
<br />(VAUb ONLY FOR PANELSM& & INSTALLATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 & 51
<br />DESIGN
<br />PRES!;URE
<br />FUTING 1p�')
<br />ARO'BAS Sr.N`M MR ED.. 3
<br />APPLICABLE TO
<br />A� It A IIoximu PANEL
<br />coma.'ATON (A.)
<br />OF THEN
<br />F, PLUS
<br />BLOC`,
<br />To ---1
<br />TL-
<br />To
<br />To cDAG`NT, CONCOME
<br />'j-DENG-1
<br />"I.
<br />;�l IFF
<br />./A
<br />I- --
<br />N/A
<br />---
<br />1A
<br />-
<br />e'
<br />---
<br />---
<br />I
<br />I (87,70w)
<br />IT. N/A
<br />N/A
<br />WA
<br />6�•
<br />I IMP)
<br />1A
<br />N/AN/A
<br />N/A
<br />B, N/A
<br />.55.5, -no
<br />r
<br />r: N/A
<br />N/A
<br />N
<br />•HIA
<br />N/A
<br />N1.
<br />I CIRIA) 7'-6* OR LESS
<br />OR LESS
<br />N/
<br />N/A
<br />NA,
<br />./A
<br />N/A
<br />B.
<br />a" N/
<br />6
<br />I N/A
<br />A,,, A^
<br />N(A
<br />2 1/2•
<br />N/A
<br />6
<br />6.
<br />1/2, a Ile
<br />It.
<br />IF
<br />7 morrom)
<br />(Top/earrow)
<br />SEE SHEETS i0 . I I FOR ANCHmg TYPE . W&OX FOR OW&LAPOTIS We *00D PAME BUILDING.
<br />WNIRLN ANCHOR liPACINGS ANC MNWM EDGE 00ANCE ARE INCIORIM ON " SCHEDULE, MR CO. LESS
<br />THAN Mocce ON SOMEDUIE REDUCE ARCitiR SFAXIHD BY MUL11PLYM SPACING SHOWN ON SCHEDULE OF
<br />THE FOLLDWING FACTORS MR THIS OPMT" TO BE PoSSARE, REQU= EFACINR GURNNE) USING FACW
<br />S 41,,E NOT BE UM THEN MINAIW SPACM INSCATU) FOR VIC- IN01OR TYPE AT ARLINC$nI 1MO10.
<br />jlme
<br />,Ijj
<br />�1
<br />I Ie*
<br />1/4'.
<br />#am= Tft
<br />,APYiSicE
<br />Joi
<br />1 ft7/4
<br />-11 vQ7
<br />j
<br />5
<br />ED,
<br />FLORIDA BUILDING
<br />INSTALLATION
<br />DETAILS EQR RCOLAS P6NELSCI
<br />�/e I.e.. 5/6, LOW DFASS RIPSHINC W/
<br />/eq_2W_ SS_ U _ , 0 It I/e D.G. FOR
<br />PANEL LEW" UP TIT -a' W-0' AM 6 Ile OC-
<br />FOR UNG'I's UP 10 b ' �, OR ti
<br />PAHELUATE FEMALE to PANELMAIE iilo
<br />OR 0
<br />INTO
<br />EXISTING WQQD STRUCTURES
<br />U�1C. WITH I
<br />1.111 To UEIR/Flw� A,1 111MMUISIOPI.
<br />A Leais SWAN's
<br />OtAlsic
<br />la ALIKOL
<br />TA
<br />jI
<br />Ile
<br />Vy
<br />EO
<br />EO'
<br />Uer,
<br />EJ
<br />1 AomI mieeR
<br />ttaoo Avast
<br />R000RIED
<br />ALTERNATIVE 1W
<br />ALTERNATIVE iW
<br />SCALE 1/9=1'
<br />sca I/e.11
<br />-x.SEE SCHEDULE
<br />Dr0
<br />SEE SCHEDIR.E
<br />OR
<br />ON
<br />SEAMMON
<br />FOR W..
<br />valmRON
<br />To MASS
<br />I i Mac calla
<br />CO(
<br />-
<br />3:7
<br />4 -
<br />ii
<br />EC
<br />To
<br />cc
<br />EG
<br />EQ
<br />I
<br />Eof
<br />1/4 IV. 5/8' LOAD BRASS &USWG 0 C
<br />W/ i/4,0-2w, S S, vs 0 6 1/4
<br />11 FDA P L UP IV 5'-G' `ND 6
<br />* ra
<br />'\-rj4
<br />I!jj
<br />1/,- cc FOR LENGTHS UP to jr _8, A�
<br />OR I14-10 FANEL4ATF FEMALE ID OR
<br />ITEOUMD PAINEURATE FLUS & 12 - I
<br />THREADED PENVAA11004 AT
<br />SOREWS A,
<br />/2* - "ROKEID
<br />ALTERNATIVE 3A
<br />ALTERNATIVE AW
<br />L/Orffic"TH or ORSTING wow PLATE FOR
<br />2W PLATE
<br />Is "DwRK", OF KAM
<br />SCALE I/S.I.
<br />SCALE 3/8-l'
<br />ALL LENGTHS W TO 8'-W V..
<br />'-
<br />WOOD
<br />INUN"11ON
<br />"i
<br />;NSIALLA330H
<br />D
<br />SdIN ARLOCATIONS
<br />ACRE : SHUTTER TRACKS NOT SHOWN FOR CLARITY
<br />AMLSY01%
<br />SCALE 3/8-1'
<br />I• NSTAtAATIONS ARE ONLY VALID FOR BUILDINGS WTH A,S.(4.DESIGN LOADS
<br />e
<br />UP TO +55 5, -72.0 PSF AND PANEL'S LENGTH UP TO 8*-81
<br />�PENSE
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hu cone Zone)
<br />A,
<br />2. FOR Ne WOOD IV FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />am �TEOD.
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />20 GAGE GALVANIZED STEEL STICitill PANEL
<br />DAWN
<br />ILIECO,mc.
<br />GLOBAL PROTECTION PRODUCTS, LLC,
<br />17
<br />TOP & 60 OM MOUNTINGS CAN BE
<br />...
<br />a��TEST,No CHOINGER1.0 COMPANY
<br />ILK. n- =1.
<br />20-176
<br />COMB11-11ED N ANY WAY 10 SUIT ANY
<br />r.AM AnwPHONE
<br />(0IMARR-0. F- tv�)"s-am
<br />INSTALLATTOIN
<br />C.-mopm
<br />wALDDIAm
<br />ORNemaNc
<br />ItISTALLAI19N QUAILS FOR REGULAR PANELSCt, & U-A
<br />INTO EXISTING WOOD STRUCTUf?ES
<br />V 7-
<br />NELMATE PLUS -10 PARELMATE PLUS VA-10 PANELAATE PLUS
<br />6 mc. wf 1 7
<br />am PENETRATION To pok TC
<br />-mnoN
<br />EXISTING WOOD HEADER To I EXISTING WOOD HEADER OTSTING, WOOD HEADER
<br />72,
<br />;
<br />'7-
<br />FF <00
<br />0 Elm
<br />2� 6 cc 6 ve O.C. t 1p- cc
<br />WOW HEADER WOW I-,EADER-
<br />REQUIRED
<br />(3
<br />L
<br />SEE SCHODAE ON SO: x�u: om
<br />SlIm a
<br />1
<br />rE
<br />I FOR TO i 1 "C's W- SVWA`RGA irPmw"
<br />nol TO v-,-m Ic GIASS,
<br />M., PANEL LEN U.. PANIEL LENGTH
<br />(SET NOTE 1) 401E 1)
<br />I-.- (SEE HOFF 1)
<br />t
<br />7
<br />71- -
<br />SOx
<br />5 Sox OF 1"
<br />OF 'V
<br />"A" No a No
<br />a
<br />it it m,
<br />SwNc-S " W/
<br />Eq. EO. 12 YrA.
<br />& E
<br />UIG Sc.
<br />2". WOOD ?L&IE rNe WOOD PLATE PVQE-A-� Am RIACALSO
<br />A ELMATE
<br />RED Ewl PLUS REQUIRED REOUIREDOG PENETRATION Al
<br />D.C.W/ ! 7/8* 1 11 uIDI SF PLATE
<br />THREADED PENETRATION 0
<br />N MID WIDTH or PuYIE
<br />W/
<br />1 1/2' MN:
<br />PENETRATION
<br />DIRECT M0UN-nNG INIVAUAIM AT MIDYAOTH OF PATE
<br />AUWK�ff DMI MQUNJ I WG INSTALLATION DIRECT MOUNT WA tNE "m NOUN IHSIALLAMS
<br />.10ING
<br />SItke 3/8- 1' SCALE 3/8-1-
<br />NOTEst
<br />1. INSTALLATIONS FOR ALTERNATIVES JEW, 9W & TOW ONLY VALID FOR
<br />BUILDINGS WITH A.S,D. DESIGN LOADS UP 10 +43A. -48.0 P•S.t, AND
<br />PANEL'S LENCT14 UP TO 12'-4"
<br />Z FOR NEW WOOD FRAME CONSTRTI�. WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECTFIG DENSYTY OF 0.5% OR EOUAL. FLORIDA BUILDING CODE jH19h Velocity_ Hu icons Zone)
<br />-
<br />17 No. 41 F4m ILTILL01 �
<br />- -- N -
<br />OTE FOR CQMBINQO z 20 GAGE GALVANIZED STEEL STORM PANEL
<br />z
<br />TOP & BOTTOM MOUNTINGS CAN BE S T Of-
<br />to
<br />�/,z GLOBAL PROTECTION PRODUCTS, LLC.
<br />I
<br />COMBINED IN Aff WAY SUIT ANY DIM
<br />♦
<br />INSTALLATION.CQ 51 STAGE,
<br />�,
<br />cGe cc__, w.r.
<br />e- lm� 0.4Z. Z`T.-)NA-.. 20-176
<br />Wer
<br />, TER DUR 4.. P.E.
<br />surnu
<br />r�
<br />CCNCRIM, ANO"ORS CONCRETE AHWM FOR CONCRETE ANCHM: SIX SOIEDULF M SHEET 14;-
<br />(SEE SCHEDULE ($a SCHEDULE Q1N--\\ Too wow Scww: SSE SECTION ON UT is 2, & 1WI15 ALTERNATE ALTERNATE
<br />SHEET 14 SHIDET 14) L., 8 LOCATION
<br />'A 2A 2AA 3/4 OR 4/4 1, 2 & 1W/15 l:vft -AT PANEL 01-1 ANEL-515R.M
<br />'IT.. AT END PANEL IN5jALLATION DETAU -FOR OPTION A I FOR LIFE SAFETY 5TORM P
<br />POURED Flit. I wI I
<br />EVERY A- qe-AO susews * r cc. W/ WOOD STRUCTURES
<br />RED\ OVERLAP rOW-11DED VIDNETRk'" ItJO EXfSjING TURE5
<br />islox; wow HEADER
<br />.500, $TOO$ a
<br />"12 1/2- 0. C.)
<br />I . I
<br />POURED CONCRETE
<br />REQUIRED
<br />5/9' (CASE 1) 7
<br />3- MIN. (CRse a)
<br />11-I'Lti, I IL
<br />STUDS 0 EVERY f
<br />�7
<br />T-SEE Sc"BoRrli I j I I
<br />"Immm PAM DEf
<br />SHEET Y�
<br />FOR 10,IG54SATION
<br />To MASS I . 6 1 TO
<br />tllnctaDR P&AL)
<br />f SCNED�, ON
<br />TO HOLD PAWL
<br />, 7,
<br />QATA, OF U) mo 0 12 /2- Ox 10 EDT
<br />STUD 0 12 1/2- MC
<br />SEE
<br />SEE NTERIOR PANEL -END PANEL
<br />W., (CASE SCAMLE WOOD HEADER,
<br />UACHINE I -- ;-�11
<br />I SCHEDULE
<br />I FOR V SCHEDULE AEOURED SO, j 3'- #22 F04 #2 FOR 3*
<br />-: SCHEDULE
<br />�AUYS Sc Wf SPEEQNLTS
<br />12 1/7' D.C. OR &7
<br />PLY a;, W, (CASE C Toya + , - @ ANCHOR ANCHOR t
<br />- I [p. OR DIRECT NOW SPACING SpAom IA., ANCHOR go- A11101KIR ICU (SEE 2/,.) SPACING Sp..,
<br />L.+ ON woo IEAW
<br />AT END PMELS) DETAIL I WALL MOUN71NG IN$jAjsLAjM (APPLICABLE TO-$rjfJ&jj" 2ML 2 FMR MQI)NTJNQ IN DUCARLE M SCHED""
<br />As
<br />Smf-- SCALE-- Byle - I" NOT 0
<br />KIVRNAIE L SIM 2 1
<br />MAXIMUM A-S& DESIGN PRESSURE RATING (R.S.f.) AND CORRM12NDING 9 0 ALTERNATIVE I ALTERNATIVE .
<br />10, Ul 2/ 14) MAXIMUM A.M. DE51GN F 0-
<br />t T, 6 T
<br />W
<br />Pm,Om CONCRETE MAXIMUM PANEL LENGTH "L" SCHEDUL �Pv
<br />OR
<br />BLOU ALL
<br />REQUIRED CORRESPONDING MAXIMUM A SPACING SCHEDULE AT Lt FORrrn -4- 0-
<br />LJJ.1/4� 2/4� 2A/4. 3/4 OR 1/. *L 2 & IW/15 12 & 1w/15 INSIALLABONS INTO CONCRETE A ONCRETE BLOCK STRUCTURES
<br />SEE
<br />I <
<br />ALTERNATE LOCATION FIN LIFE SAFETY PANEL GA
<br />LOCATION FOR W-
<br />EE ATOGN
<br />PANELS W/ OR P"If �.Stl 1APON OF cALI- Paum FINALE 0 P PLUS APPIrABLE To To BLESS. j
<br />L
<br />W/No LIFE SAFETY PANELS E (S NOTE I BELOW) I
<br />L. Ft. SAFETY OF UF
<br />Am' ED W/O REGULAR TRACKS DESIGN TG 1. 10 10 SECTIONS IF W PANEL
<br />CONCRETE cwmuw JDKT.
<br />CONCRETE TO TO 0
<br />CoNCAM AKkORS RELOW) LAST PANEL TO BE AS PRESS'AZI: =� KYE OF
<br />"I ` Cow To TO
<br />cc
<br />INSTALLED
<br />SH." A`M` co"GRE" co"A"n CONCRETE
<br />_-}-
<br />(SEE SGHEDULS ON LIFE SAFETY 5TOJW PAWL OPENING BIATING f-JL� BLOCK MOCK SEE SHEET 15 FOR WCHORS TYPE k SPACING FOR INSTWATIONS W70 WOOD MAW RULDM
<br />67 N/A 6, N/A .14& 2 (TOP) Q,
<br />REQUIRED T_G. OR ED LESS THAN `AENCAIED ON SCHEOULL AEDUCA ANCHOR SPACING By MULTIPMR0 SPACING; E
<br />SU's ALWAYS P ANCHOR SPIONGS me k4HU- � OWANCE ARE Ro"YED 0. �s , 'OR Cant
<br />�,Q w (% OPTION #1 FOR �I�E S4�ETY ORM OE
<br />POURED ST- TI%, 1" CAME;. r X
<br />10 FAC AM N/A N/A N/A 6' N/A
<br />.MCRG TO BE INSIALLED OR REMOVED FROM M94DE .55.0. -72,0
<br />ANG.% 9' - S, I (BOTTOM) SHOWN ON SCRIDULE BY THE FDUOWNG FACTORS, FOR THIS
<br />EANEL(l) &- QA OF STRUCTURE 7' 9 9� 9' 9 LESS OPERATION TO BE POSSIBLE
<br />(SEE SCHEDULE "'ORION 6. REOMED SPACING 0 MIND FACTOR SKAU. NOT W THAN WMALAI SPACING WOM PLATE
<br />SHEET ELEVATION N/A A N/A 1. NIA N/A 6- N/A 1 6: 2 (TOP) INDICATED FOR EACH ANCHOR TYPE AY AN04MS LECENG.
<br />SCkF 3/32-.1- �55.0 -720 9. 7'-6� REQUIRED
<br />WALL MQUNTIMP INSTALLATIONNA UNTINO IHSIAUAIIO 0- 7 1/2- 9- 9" AN*= TYPE • Ile. Ile.
<br />SCALE- 3/e- I- SECTION 2 SCALE. 3/B' I' 6AP -12X ml NIA 1. N,/A s. N/A /A -L& -E. TO Jr-r TAFION ja
<br />N
<br />L '. 1. -, --IF-- � 3 3 3
<br />4� t (BOTTOM)
<br />IF 8 1
<br />STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) ALTERNATIVE 3 ALURNEIVE-4
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN SAO PANELS), A:Ra EA am buttm am
<br />uFE Som PANELS MAY OR MAY Not BE INSTALLED, AOACEAT TO REOUI-AP PANELS 7 REDO LAC cft-ss 0 it 046AR/ 1 "12
<br />(W/ Oft WID REGULAR TRACKS.) SEE wa I) - 1. -1 -11--l. I 'L 36 -7- --- r T44UM POWIRAFM cf)
<br />AA*MOM "D. >a (SAID 0 S/a, 'Row FIRN TOP OF "it) APPLICABLE TO I/1Ta4/ff* LOW arms SUSIm W/
<br />-ww SS. A,& 6 a- ox OR
<br />2, LIFE SAFETY M6, PANEL CONSISTS OF DO.W GALVANIZED STEEL STORN, PANEL AS SECTION 0-B DESIGN SECTIONS MAXIMUM PANEL I/e-20 PINFUMk- FELIAlf 0 OR ALIERNAT-11YE WOOD FRAME CONDITIQNS A ANCHOR LOCATIONS
<br />w eo ar (ft PANEURIATE PLUS 0 V OZ t I
<br />OF IHEY THREADED POTE"WIL'" to RG
<br />STFRJCTLAIE� _ PLFTE m
<br />PER COMPONENT I ,SSW 2 0 DRAWING. SCALE 3/32--l- PRESSURE ]A%- 70 To .11. LENGTH "'HII,
<br />ITSELF TO BE 42v-= )NERIN ""I N THIS PANEL ALLOWS E REMOVED OR INSTALLED FROM THE AISME OF 2mgm- " . TIL NOTE SHUTTER TRICKS. ACT %IaM FOR CLARIT,
<br />.49.2 -61.5 3- 4 1/2- 4 /2' 2 (BOTTOM) T-E- OR
<br />........... , LESS I . ...... WALL MOUNTING INUALLATIO N. TIQ/,.
<br />.T. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE COMPONENT CD & Ba7l)M TRACK TO T A,, .5ia 3- 4 4 2 (BOTTOM) 7'-S' OR LESS
<br />CGmPONEL4TtDAS PER SHEET 2 OF THIS DRAWING. BE ALTERNAINE 1-W• ............ Lu
<br />COMPONENT QD WAY BE Ill ALLIED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I +SSL0 -72,0 2 1/2* 2 1/2- 4. z 1/2' 2 (BOTTOM) 7--6- OR LESS
<br />V 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 014 SHEET 14.
<br />SCALo 3/r - I' E N
<br />2 1/2' z
<br />1cc
<br />155.3 -72.0 2 1/2 N/A NIA 2 (BOTTOM) p7'-6' TO 8*-O'l = * '�
<br />4, W- LENGTH FOR compoNnarsNa; FLORIDA BUILDING CODE (High Velocity HUr, coils Zone) - :- = FLORIDA BUILDING CODE (Nigh Velocity Hurricane icons Zone), FLORIDA BUILDING CODE (High Velocity Hurricane Zen.)
<br />TO 6--a-I
<br />N/A -6 � -!3;- .. li; �- .2m IXTELD, RIC 5 <
<br />Max.
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<br />(J)ANCHORAGE AT DOT A ON 20 GAGE GALVANIZED STEEL STORM PANEL IP
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<br />COMPONENT MAY BE PERMANENT OR REMOVABLE- PT E . ; - LmABr B.: = z
<br />GLOBAL PRO I.W. I INSTA"ATON& xal ONLY VAUD MR BUIL WITH A -So, OCSIGN UP 10 _e, 01""gon
<br />135,5� -n,* PIT AM PANEL'S LENGTH UP TO W-W, GLOBAL PROTECTION PRODUCTS, LLr. LLC.j
<br />5 SEE D--AILS MR INSTALLATION INTO WOOD FRAME BUILDINGS ON SAEL-- 15, TECTION PRODUCTS, INID, GLOBAL PROTECTION PRODU
<br />ORO•!, T, L rE C 0 "K4 &W- 5 STREET
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<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF TILLP TAW, n- 31U� rNa"Kire" COMPANY DAVIE, A. =1# r0a, 4--w- n- 'L -
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<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND 10 STUCCO WOOD BANDS,li,M -,.I E�� pk`3KE1 lm�
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<br />SHEET NO.
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