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<br />NOTES: 04411014"481 WALL' 1/4'- ll
<br />1. INSTALLATIONS ARE ONLY VALID FOR quil-DINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55 5, EN
<br />-72.0 p.s.f. AND PANELS LENGTH UP TO 8'-B' FLORIDA BUILDING CODE (009h Velocity mu no Zone),
<br />2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. All SPECIFIC DENSITY OF 0,55 OR EOUAL No. 4167 20 CAGE GALVANIZED STEEL STORM PANEL
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) MQ CORRESPONDING
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<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D DESrN LOADS
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<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COUAL
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<br />N/A
<br />N/A
<br />N/A
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<br />4-
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<br />6,
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<br />N/A
<br />N/A
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<br />6.
<br />N/A
<br />N/A
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<br />1 2 (TOP)
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<br />N/A
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<br />N/A
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<br />N/A
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<br />N/A
<br />N/A
<br />N/A
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<br />OR LESS
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<br />N/A
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<br />a'
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<br />6'-
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<br />N/A
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<br />LN/A
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<br />N/A
<br />t/A
<br />N/A
<br />1.
<br />N/A
<br />1.
<br />N/A
<br />N/A
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<br />7 (TOP)
<br />6'
<br />4-
<br />N/A
<br />N/A
<br />S.
<br />5.
<br />5.
<br />6'
<br />1.
<br />N/A
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<br />4 & 7 (BOTTOM)
<br />N/A
<br />12 1/2* 1
<br />6 Ile
<br />12 1/2-
<br />6 Ile
<br />6 Ile
<br />6 1/4'
<br />6 Ile
<br />6 1/4'
<br />1 N/A
<br />N/A
<br />5 (TOP/111717014)
<br />+50.0. -W.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />5 Ile
<br />12 '/1'
<br />9 Ile
<br />8 Ile
<br />6 1/4-
<br />6 1/4*
<br />6 1/4-
<br />N/A
<br />N/-
<br />, (Top/wrrom)
<br />�,v-r To w-2'
<br />+554. -72.0
<br />N/A
<br />%/A
<br />5 1/4-
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 Ile
<br />6 1/4'
<br />a Ile
<br />5 Ile
<br />N/A
<br />N/A
<br />8 (TOP/90170M)
<br />>8'-B- YO 11--2-
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />0 1/4-
<br />6 Ile
<br />6 1/4- 1
<br />6 I/e
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<br />+43JI. -48.0
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<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />5*
<br />6 1/4'
<br />a 1/4-
<br />a (BOTTOM)
<br />OR LEn
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<br />4
<br />N/A
<br />N/A
<br />N/A
<br />N A
<br />N/A
<br />N/A
<br />11.
<br />1.
<br />6 1/4-
<br />6 1/.-
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<br />N/A
<br />N/A
<br />I N/A t
<br />N/A 1.
<br />Al/A
<br />N/A
<br />N/A.
<br />6 1/4'
<br />6
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<br />14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL
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<br />INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21
<br />I SCALL. 311ir - I" SPACING SPACING
<br />1-31 1", - - -3- wii, 0
<br />ScALL. 3/ior - I*
<br />ow 0 12
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<br />G 19 L2
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<br />O,C*Mjl MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND /4,." AmIciamt
<br />WRED C L LF
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE
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<br />LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />3/4 OR 4/4 L*I. 2'
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<br />PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E.
<br />or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG
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<br />3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm
<br />LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co
<br />L T,0T4egP PoWnotttol
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<br />2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR
<br />(W/ OR W/O REGULAR TWO.) SEE WR 1) --2
<br />raw MP or N" am ma 0 r now XP w Amam
<br />PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r
<br />PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10
<br />THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT,
<br />4 2 (BOTTOM)
<br />STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00
<br />1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T
<br />TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 .......
<br />-fjw;g2 OF DRAWING. Lu
<br />COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR
<br />No. 44167
<br />LESS 3
<br />WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1'
<br />2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l
<br />�7--r TO 8--s- .3m "Llm, m
<br />N/A s a-l. -
<br />FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty
<br />"Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc
<br />4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL <
<br />Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO
<br />SCHEDULES JD& 2. SHIM f4.
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z
<br />GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO
<br />% PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C.
<br />S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z
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<br />-176 p"Ima-m4S. not 20-176
<br />6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR
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<br />4 11-6. Z' . 3' . 1/6"
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<br />INTO EX!nNG WOOD STRUCTURES
<br />T' I
<br />-10 PANELMATE PLUS 10
<br />AdO PENETRATION TO
<br />EIVISTING WOW HEADER EmIm WOOD "CAM
<br />two 1" 0 PAN, VIA, &
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<br />1. NSTALLATIONS FOR ALTRNATM OW. 9W 111 1001 ONLY VALID FDR
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<br />PANWS LENGTH UP TO 1 2--4-
<br />L FOR NN WOOD FPAMIE rONSTAUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECM DENSITY OF O.M OR EOUAL
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<br />14) 'A 2/4. 24/4 3/4 Or 4/4 All, I- - �-Al 1 PANEL
<br />1. 2�JlI IW/15 8 UXATION
<br />guy 14) sw 2 1w/15 LOCATION 8 AT 1 INSTALLATION DETAILS FOR OPTION # I FOR UFE SAFETY STORM PANEL SYSUM
<br />Poum Cokemm PANEL INTO EXISTING WOOD STRUCTURES
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<br />SCV4WW 11 SCHEDULE f 1/4' SEE SEEILE "m
<br />3' FOR U., - FOR box CIR Y SCHEDULE 'i S1,1211m.
<br />WASE 1) 7
<br />9" 4) �1 J III'] it, 1 1-1, 1 -11 1�11 -1
<br />.0 U., Tv. @ ANCHON ANCHOR 3
<br />OR DRECI MW SPACING SPACING JI! cu
<br />INSIAUKION (AEPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 21
<br />I SCALL. 311ir - I" SPACING SPACING
<br />1-31 1", - - -3- wii, 0
<br />ScALL. 3/ior - I*
<br />ow 0 12
<br />ALTERNATIVE I
<br />cm PrAiIs 1/14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING I
<br />G 19 L2
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<br />WRED C L LF
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SICHEDULE AT & FOR MAXIMUM PANE -NGTH "0 SCHEDULE
<br />UIPPI "ME ONLY TO SECTIDINS I A, , WrAnn LIFE SAFETY S7011M PAPE, Per, /14)
<br />LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />3/4 OR 4/4 L*I. 2'
<br />ALTER.It L=TM ASA six SCHIKU
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<br />-_j ON LIFE Wfm PANEL L- rom �
<br />W/mo LIFE Smm PANELS LOCATION OFZE (JSM NOTE IBROW) summum
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<br />WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi
<br />PM
<br />-AREA, BELOW) LAST PANEL (D TO K MISTALLED AS PNOSPAIF TO 10 To to III To 10 TO 10 1 10 COMOWM LD11M V PL) ED
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<br />PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E.
<br />or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG
<br />SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE
<br />WALE 3/32--1' +55.0 -72.0 J 11FOINIM
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<br />WALL WOUNMG IOWAL.LATION v 7 1/2' 0' 9- 001111111111 vw9 am�--
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<br />4sp w Rx"m trocas W 3 3 2 I/P
<br />'I've met PIP +55.0 -72PO 9. 1 8- 6* -L* "T'Dip
<br />NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION
<br />3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm
<br />LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co
<br />L T,0T4egP PoWnotttol
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<br />WAWKA� A&& M WIA 0 90- ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION
<br />2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR
<br />(W/ OR W/O REGULAR TWO.) SEE WR 1) --2
<br />raw MP or N" am ma 0 r now XP w Amam
<br />PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r
<br />PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10
<br />THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT,
<br />4 2 (BOTTOM)
<br />STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00
<br />1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T
<br />TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 .......
<br />-fjw;g2 OF DRAWING. Lu
<br />COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR
<br />No. 44167
<br />LESS 3
<br />WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1'
<br />2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l
<br />�7--r TO 8--s- .3m "Llm, m
<br />N/A s a-l. -
<br />FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty
<br />"Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc
<br />4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL <
<br />Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO
<br />SCHEDULES JD& 2. SHIM f4.
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z
<br />GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO
<br />% PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C.
<br />S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z
<br />an ". 51 sww 2 MR mew wm rk"
<br />DAWL A. 3m.. ILUT rL 2"1.
<br />�w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m
<br />-176 p"Ima-m4S. not 20-176
<br />6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR
<br />SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - <
<br />PE WA^� CA'.40011719
<br />PC %tra A
<br />flomw vu
<br />PL Scm./qwwVw,%m IT PX
<br />WALTER A OHM 11 or 36
<br />t nAla &1# It I-E
<br />.,67
<br />SHEET NO.
<br />SH 1 A
<br />Wei, MuLim REQUIRED w
<br />SPAM (R) TUBE MULLION
<br />4 11-6. Z' . 3' . 1/6"
<br />W111
<br />1. NSTALLATIONS FOR ALTRNATM OW. 9W 111 1001 ONLY VALID FDR
<br />BUiLD#JGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P-0.1. AND
<br />PANWS LENGTH UP TO 1 2--4-
<br />L FOR NN WOOD FPAMIE rONSTAUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECM DENSITY OF O.M OR EOUAL
<br />TOP & BOTTOM MOUINTINCS CAN K
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION, I
<br />CIO -cu
<br />-0 >
<br />2
<br />2-6 2
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<br />LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
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<br />No. 44167
<br />LESS 3
<br />WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1'
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<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z
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<br />WASE 1) 7
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<br />LOH /4. 2/4, 21/4, IW/15 +1. 1& 1w/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />3/4 OR 4/4 L*I. 2'
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<br />WIO REGULAR TRAICKS (SEE "m I arm KCMG 0 & wxmw Pomm Eoi
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<br />PANEL (1) Ift (1A +55,0. -72.0 1. 5 -0* OR LESS 900% ON 909011LE by INE rQUAIGM FACIDW RW " OPOur" TO K POSSO.E.
<br />or STRUCIIINE 7- 9- 9- 9- 2' 2' 9, a' 1 (900 ) REDUCIED Sl Q&TA"M USING FACTOR SMALL MV N LESS IHAN M�N W%CNG
<br />SHEUT 14) -D ELEVATION N/A N/A N/A r N/A r N/A N/A I & 2 CYCP) mocAlm no Lw" New" Im Ar *Aoim LEQM eDW KATE
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<br />4sp w Rx"m trocas W 3 3 2 I/P
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<br />NM ON I It SAM1z StORM PANEL SfSTEM INSTALLMION
<br />3 1 31/2 30/1 4 ALTERNATIVE 3 ALTERNATIVE
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS1 PANEL) -4
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). Amm ILL mono Ircm
<br />LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AIDAACENT TO REGU-AR PANELS 2 - OW/ El" maw CoNottloms; AT SCITIMM W, ED, 3 112m w"m g4-- LAP 9CK" 0 T* PC W/ I In, co
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<br />2. LIFE PANM CONSISTS OF OLM "LypjatD SEM STORM PAWL AS SECTION B-8 DES" SECTIONS III & MA)0MuM PANIEL) I= 1/4-t-20 PANELAIATIL IDW 10 OR
<br />(W/ OR W/O REGULAR TWO.) SEE WR 1) --2
<br />raw MP or N" am ma 0 r now XP w Amam
<br />PRESSAW -1 WY CDMINWATI01 LENGTH 'L' (I L "01111 PLIm 0 r
<br />PER SHIM 2 Of DRAWING. SCALE 3/32"- 1' =v - Of THEM lea Pe"I"WPO" 10
<br />THIS ITSELF TO BE ROACIVED OR INSTALLED FRO&I THE INSIDE OF mum 1-, 3 an Am wwm Iwom "of S"0- MR MANT,
<br />4 2 (BOTTOM)
<br />STRUCTURE .40.2 -511 1/2' 4 1/2* 7'-8' Ow7m, "00
<br />1 gE K To K comPoNEwT M & soTrom TRAck To - 3- 4' 4 2 C80110M) 7'-G' 0 WALL MOUNTING INSTALLATION 1k. T
<br />TRAc'A .52:8 -56.0 1. ALTERNATIVE 1 .......
<br />-fjw;g2 OF DRAWING. Lu
<br />COMPONENT Y BE INSTALLED MOUNTED FOLLOWING SECTIONS I & .55-0 -7zo 2 1/2- 2 1/2- A- 3 1/2- 2 (WITOM) 7--F OR
<br />No. 44167
<br />LESS 3
<br />WALL OR FLOOR E N 2 1/2" N/A N p7'- SCALS, 3/0' 1'
<br />2 ON THIS SHEET, AS WELL AS DETAILS I a 2 ON SHEET 14. NU an* zons)l NY tHwu one Zono)l
<br />�7--r TO 8--s- .3m "Llm, m
<br />N/A s a-l. -
<br />FLORIDA WILDING CODE (Mgh Volow"My NU _ 1 FL=OA MUM CODE (0119h VolWty
<br />"Ity NU one Zen JA 2 (VO.) No. 167 C FLORIDA WILDING CODE (109h Voloc
<br />4. Min.. LENGTH FOR COMPO*m 4D 5 Is'. c rp TILTIC0. VdL STEEL STORM PANEL <
<br />Max ANCHOR SPACING FOR COMPOWN1 4DANCHORArE AT WITTOM is GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL 20 CAM GALVANIZED STEEL StORM PANEL 20 GAR GALVANREO
<br />SCHEDULES JD& 2. SHIM f4.
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE s 14TE z
<br />GLOBAL PROTEMON I. SWALLA"MIS ARE OKY 010 FOR IR.P.00M WITH A.&O - DESIGN tDADS UP TO
<br />% PRODUCTS. LLC GLOBAL PROTECTION PRODUCTSI LLC. .9515. -72.0 w AND PANEL*s Wom UP 10 Y-r. GLOBAL. PROTECTION PRODUCTS, U.C.
<br />S. SEE DIETALS FOR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. OR L 11LIEC0,01c .400 Lw &I S"w 0i .. ... ... w S.W. 5 sum am z
<br />an ". 51 sww 2 MR mew wm rk"
<br />DAWL A. 3m.. ILUT rL 2"1.
<br />�w. fNHjeoI FAL (m)m-wm? 20 (sm)w-w" 20-176 pw 2. w/ w0wra4ca"w""00IN' OV maw Fw (SU)N*4m
<br />-176 p"Ima-m4S. not 20-176
<br />6 SEE SHEET FOR OETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF m. I MR
<br />SPACERS AT4TRACKS INSTALLED AD.JACENT AND BEYOND TO STUCCO/VMD BANDS, wio J1-Z --="- Poem - <
<br />PE WA^� CA'.40011719
<br />PC %tra A
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<br />PL Scm./qwwVw,%m IT PX
<br />WALTER A OHM 11 or 36
<br />t nAla &1# It I-E
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<br />SHEET NO.
<br />SH 1 A
<br />Wei, MuLim REQUIRED w
<br />SPAM (R) TUBE MULLION
<br />4 11-6. Z' . 3' . 1/6"
<br />SHEET NO.
<br />SH 1 A
<br />Wei, MuLim REQUIRED w
<br />SPAM (R) TUBE MULLION
<br />4 11-6. Z' . 3' . 1/6"
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