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(D cn -cu > c-- =3 2 0 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. MAXIMUM A.S.D. DESIGN PRESSURE RATING Ill.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE RATING ip.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING cu -0 CONCRETE BLOCK OR WOOD STRUCTURES: VAMEOR REGULAR, UFE rOft REGULAR STORM PANEL CI) INSTALLATIONS INM CONCRM Ar CONCRETE! BLOCK STRUCTURES SCHEDULE FOR REGULAR STDRM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STItUCTURES .1., 0 SArETY & E-Z HANG SMRM PANEL (j) SYSTEMS (YAW ONLY FOR PAN& WWALLATIONS; AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) 0 -4.- (vwo ONLY FOR PANEL(DiNsTALLATKm As PER sEanous $ THRU 6, ON 94EETS 4 & 5) cu -cu MAX. A.&O. MAXII" AND I SPINCIMS no MN La. Put SCHEOULIT SIMON! APPLICABLE APPLICABLE MoKUM DESIGN MAMA AMOCO WV=O RM M ILD PER SOMILE MAX A" swnum 11111m 111 APPUCMIUE UNMAN muwm ma� SPACING MR MIN EA Plot SO=" Sam 2 0 ZD ocom PANEL MAL X&O. bOMM ANDCft SPACING FOR MIN ED PER IMMU MAX. A.S.O. 10 OR "NaWK LICIM PRESSURE IAPCOM VOUD_w PON ZAMAC-00" CALK -IN IDIOM DESIGN I $@crow Pma DESIGN PORMATE ZAkC-WjLn; CALK -IN Film PROSM %VIM SOuD_w a fill FEMALE 10 P" PRIVISM TAPGO" I SGUO-Su AME 0 1 FEW V 2*wl WOOD w4m: mr 3105 M-14M Fw.K 0 FILLIS Ac ZAWC-WAJN COAX-111 UDOM pollomm TAPION 1100-111 ^L& CM. NIIIII. MATM FEMALE 0 PLUS to To 0 CL c 3: AW W" Mo Ve (P-oo�f.) Ciar or THIN! (P.O.I.) on. OF THEM Kum Dow= coo" 3w - In --to JL_ --to :& 10 V-4 21/2- IN,= 0 4 3k " 3k 19 3k..L. -_ -_ - - -_ --- (P.-f-) ;i; 3k r. 3k Am OF INN 3k Gool- `0 .0 LL 1/00. Mo` Ir Ir 13, it* or Ir- Ir or Ir Ir 1 (1001 Ir Ir or t, Ir 13, Ir Ir Ir Ir Ir 'I I I (1111p) �1_ = - Ir or 13' Ir or Ir 10, 1 (TOM Ir v or to, I or - * Ir , =-,,v - * OCir 4 11r I (MM 0 co 1 3 2 Ir Ir Ir Ir 13' or Ir Ir 13, Is, Ir 1 00011010) Ir Ir Ir Ir Ir Ir or or Ir Ir Ir 11 1/2 1 colanow) or I,' Ir Ir Ir %I-- L--a OR(3 ia 1. .. 1. 1. .- .- .- .- -_ -_ or it* or 13' 13* Ir Ir Ir 13' Ir Ir Icr I outlam) Ir to Ilr or Ir or V Ir r 10- 7 Ilr Ir r I MOTTOM) cu 0 ;:10 r", om MIAMI Five r or to I cn we CAP or or or or 13, 13* Ir Ir- Ir Ir 131 Ir 12 (SCITIVIN) 13' Ir Ir Ir Ir Ir Ir_ 13' or or Ir 11 1/.-12 mm"o Ir III or Ir ir Ir or Ir 13" Ir Ir Icr 2 m" Ir or s iff or Is off 7 %pr is i/r ir A ix a mn E Ir 13, Ir 13' Ir Ir 13- 3 (" 13' 13, Ir 13* Ir Ir Ir 13, or Ir 13111 1/ 3 POP) or it' or or or or Ir or 13* Ir Ir 1** 2 (IIOTmM) or r Ir Ir or 9 ilr Ir 91/riOi/271/2' 13' 61/2'2(WrW Z_ r-r r_r IS, Ir Ir Ir lar 3 POP1 Ir 7r, 8 1/4. 0 3/4' 3 (11COMM) it W-W CL r: r: 10 OR It I/T 12 I/T a I/V 6 1/4- 3 (100110110 OR Ile 6 1/4' 1 Ile 3 (1111111080) on !E 0 411 u r not. Too" UM LCOVION w Ir r r it. r or r r a-_ 7 Ilr 4 jii� um 5 Ilr a, or 1/2* s* r or fo- 4 POP) LM 13 Ifz- )a 1/7- LOS U36 -6-0 S. VmL L 2- ALLK ANGLE ON Ir - r 4 (IMAITON) or w a- - 9* (wafto ---------- 7 31WHIS4 SKU __ - - r - Ir - 4 (BOTTOM) I tow - 7* - # (ODWOM) -6 EZ w Am MR pun ir or Ir Ir ir __1_3;__ IV 13' Ir Ir Ir 13, 5 mm Ir Ir Ir Ir Ir Ir Ir Ir Ir or 13. to Irr i POP) 3. __r to. 31 WOUIRED J� Ir Ir 13' Ir Ir Ir 12" 1 13, 1 OF F _twT I Ir Ir Ir 13, ir 10, 7 Ilr IF - T 13, it* Ir 2r Ir Ir Ir Ir Ir Ir 13* 1 to, 3 (Bormm) or r Ir Ir or 9 t1r or to t/21 to 1/2* 7 j1r or r 5 MOTION) 2 Ilr r (D 3: J� 13- 13- Ir 13- Ir or Ir i3r Ir 5 WITIM) 13* or or Ir Ir 13l Ir or or or Ir it I/w a (w"" Iv Ir Ir or 13- 13 Ir r ;14C Ir 13- or Ir or I r or I I CAP Ir or ir Ir or or I I Ili s (top) to, 6 (TOP) or r or to i/r or i i/r sy to i7r 1 1/2, Is i/r or (mm -45 W Ir 13' or or or or 13' or Ir 1 f/4- 6 1/4- 6 (Wff.-) Ir __ _= -i- Ile +411-46 111 1/4* 6 I/V +48. -7- -.:- 1 1/1* a Ile L=1 1 1/4' 4 �+711. -75 a 1/4' 8 Ile It 1/4* 6 1/4* 1/4 A d on TO - - 6 1/.- a 1/4- 1/4- 6 1 4' am.-) 7� I. TOO" to TO *6 Ir or am -7 �T -5 _17 T I r 1/2' 1 mm It" Ir r or to IN or r ir r 7 1/71 Z 1/7 IY f. 1, it' v or Ir Ir s IT or 0 Ilr 9 1/2. 6 Ilr or 5 IN I (mp) g +7575 Ir 7 IR or Ir I $qor- 13' to, it" r Ir Ilr I mm 1IL-i r I or is-tlr ir ootc N AWILK Ir 7' Ir 13' Ir 91/2 Ir 91/2 101/2171/2 Ir or 7 i/r 6 Itr or Ir Ir 81 Ir '. 111, 7 i/r or v I apar"MID or 11 (BOTTOM) or 10 W 4 13 ILT 73� 5 ilr or or or o wr or to 1/rii o1r or or 7- 1 (wrFam) Ir 'rim-44 an Imixii-Is ALM ir 77- -Ir -Tlr- I WTIOM) IP or Ir 1. Ir 101/2' or r IL-- r 7 1/21 s in or 4 ilr 2 POP) 13' r I or , or or la i/r, or a i/ris i1r.6 i/r or 5 yr 2 POP) or 71/2- Ir 13- Ir IV 1 13- Ho, it' r 13. a Ilr 2 (nop) IS. r 13' 10 1/2* 13' 0 1/2' Ir I Ilr 7 Ilr I I1r Ir I I/r 2 (TOM Ir r Ir Ir Ir 91/2 Ir 21/2 101/2171/2 13' 6 Ilr 2 (IK1ffOM) ir 7 ilrl or I or Ir 10" 1 13* 10" 1 V I Ir I r a Ilr 2 ioiw) CASE A (PLW CASIE I (PLAN) CASE C (PLAN) CAS D (PLAN) r Ir Ir ir 9 1/2 or 91/2 to Ili 7 i/z or 3 PIOP) 13. 7 1 or 7 1/21 or Ir 13, 101/2-1 13- PC 1/2' It Ilr r Ir r 2 (IffrfOM) Ir r 13' 13' 2 (IMITIOM) .rW i213' t3* or '4r Ir IV, is" or Ir 6 112" 3 "n 7 Ilr 13* to tl;r or Do i/r 11 I1r r or r 3 (YOP) or r or Cr 13- 1 1/� ty v /w too Irr 7 IrIf IT V 3 MM Ile 12 t/2, a - - Ir or >r_r SCALE t/4--l' SCALE SCALE 1/4'-1' SCALE 1/4'-1" 12 1/2" 12 t1r a 1/4, 0 11r 12 Ilr & Ile - - 4 1/4- /4' 3 MOTION) to I^' a 1/4' 12 I/r 12 1/2' 6 1/4' w Ile roorw w_r - - - a 1/2' 7* 3 11r r r 4 1/2- 3- 6 1/2- r V_(j6jj_ 7 1/3- r r r r 4- 4 I/r 3 Ilr & 1/2' 3r' w-r 12 Ile 12 Ile It 1/4- 6 1/4- 12 1/2' 6 1/4* 6 1/4' 6 IIV 3 (9011TOM) 70 it 1/2- 12 IN -f -1/4- i 1/4-12 Ile 6 1/4* 6 1/4' 1 1/4' 3 OMW To 7 tlr 3 yr r o- 7 1/2, 4- m- 4 1/2* r 13 Ilr r 3- 4 (TOn rw r r 5 Ilr r 3 I/r Ir 4* 4 Ilr 3' 6 i/,r 2 Ila— 4 cr" 31/2- - 71/2- 4 MOTION) or It- - 51/2, - 7 i1ri 4 (W"OkO r 1. r - r - V 6. - 4 (surv*4 - I Ilr - r - -r r - 4 Fw�) V-1 SOUD-Stor on mx-m t3' r ir Ir 9 1/2" 10 Ilr 1 1/2* Ir Ir I Ilr or or or 10' Ir Icr it' r Ir 14 1-- or 7 yr or 13* 13' 10 Ilr 13' 10 17F r 5 CIOP) I Ir 6 I/r Ir Ir Ir r or I' T 111 7 IF 13 PWIawst 13, r .101 ir a I/r or or ir IV Ir to* it mo) Ir to Ilr Ir 101/2' r or 13* 1 5 (1011"am) fv, Cil PC 0 1123: 1/2, 7- 69 M! POP) .(�� I OR = @=L =4 r or to tlr 13. to yr I or is ilr' or It 11r 7 11r 5, 1.511 an tw WOOD MTV"& madmu 4!-' tk 1 6 IIV I 1/4*T I -0=. PO4EL rii4 POW nvm lonLow At APPLIC41111 too 11) BEYOND OPENING 0") CONCRM CONCRETE 13/4" ma. I A.". Do" LOAD kVXMN PAM A". DEMIN LW W.V" 11110a VAM a (t OR4 -(Dve Z;MOwm "m a m am It no mmm rfAm FOR 1ftVLLA7IIW5 on IMMOD FROC @ULM" UNISIN ismo NOW ova= Am Wd" KM Dau*n AM FO"M ON " som� to LO, IWANA, mompt SAmewft AND NOW" an MMM AM POIX1131 ON INS $CNN" MR LOL AWILLEL TO 0 WE OW I I MR ANONG1111 rM & VVIGNO FIR IIIIIIALLAINO111, WO OM MW K%&?" umm LESS 11011 1111111101111011 04 90101311A.If MM= ANCHOR SPOaM IN 11141110tYING IWAIW SHOPM ON 40 Psr OR LESS 111.4. SOMU IN THIL FOLLOW* FWMW FOR THIS 0101110111111016 70 IM POISOM MMM SPACM LOW Imill RIDIONCIal ON mmmu amn now SPROW Or IRL"PUYING 04" a, 40 PSF OR LESS V-Ir It LO. DISTANCE amon me rwm OWL Nuor K um Tmom W006V moms wommoom mmor VAN Now rIPE mmu or m POU� rAc� no im OPUMN 70 BE POMML Am= wmmm ON I" > 40 PSF TO 50 PSF 6'-2- ON&WO UMN FACIO11 VKL MY IN I= IAWI "BMW WAt" MCM 1" 104" 410" "ME -ON too 904=AL > 40 PSF TO 50 PV 6'-2- TIPIE I/r. I Ile. 1 1/41. 1/0. 1/4'e 'In 4L, 11'r, -Xir > 50 Mv 70 60 PW V-10" mom rm > 50 PSF TO 60 PSF 51-10" WPM 1-1= upm mmww.�= ww� CASE G (PLAN) WALE 1/4'-1' won" Namm VACM go 3 3 2 'tr I /I A MAX PANEL LOWNS ARE ONIX VALJO rOft INSTALLATIONS mmqI3II wrtme 3 a I'A A MAX. PANEL LENGTHS ARE QNV VAUD FOR ;MALLMONS WIML I. , ... - D.C. Oil W/ SOL;D SET M04M k W/ SPACER AT 12 1/2' O.C. D'"AW", WAJO FOR M=. MOUNIF INSTALLATION ONLY W/ SOW SET ANCHORS W/ SPACER AT 12 1/2 SET or 111 !13 173 1, ilt)-) IS' to R.. or I_ 3 PE 07L' 4",* 1 IS, ."14 ALLOY or or or R 3 3 %m r It 3 I� CERTIFIED PANEL INSIALLATION AT WALLS W1 00"AM=; �m=*4 3 s i/r vor x its 3 1'r 3 qr 3 'A I'm SUIIIIACE LM WAVID" Wolift 3/4- No. 44167 FACM ACIRMIL MOK 11111111a ACIUIL M 011MICE PA) EN FLWDA ey"A"a CME ("Com Nish vewaft Nvu no zans) rLDISDA §U"M CODE (Nm High vel"Ify Nuu no Zone) % FLOrd WAJHMC CODE (Mon High Velocity Nu can* Zoom) amal "Am w- to. 3TATE OF 24 GAGE GALVAMM STEEL sm "m elm "LAM W- 24 WX GALVAHM STEEL f .44167 E (PLAN! CASE F (PLAN) "m *Im 24 UK G&VANW1 STEEL STORM PAM 44w DOM Pma OWN an an WALE 1/4"-1" SCALE 1/4--l- k5=b,.!,�,C'X J GLOBAL I 11LIEC0.0-c. GLOBAL PROTECTION T, 4m 41,11. a snw wft ow 01 slow TEAM WAIL FL =31 on OWL A. 133314 W/V/Mw 11E PRODUCIS, LLC. w/u/M" PRODUCTS. LLC. licoome. CLOW PROTECrM PRODUCTS, LLC. CAN, > Z11LIECOmos. wpaM OWy v" =S=WtS USED. SEE WE #1 FOR MAK. A.S.D. 4= ILA III � SPACINN ONLY is USED. SEE #1 MR MAX. A.U. R/ 3al OEM LOAM & MAX HEN VW S USED. 20-175 DESIGN LOADS; & VAX WHEN SPACER USED. 20-175 i(' 7 Mosom-714L 20-175 "am ("$)uo-7s4L Fab 40-mam., 1 Vs OHM "Awm-7114111. rom OW)M*-P" Ift"m I w 1!mN ow a or is -j -71 1A, A, Fa 91 . I F491 ! 1 w MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-mod.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLy FOR PAWL &TW&LATONS AS PER ALTERNATMM 1W THRU 4W. ON SHEErS 6 & 7) MAX. A.S.D. DESIGN PRESSLIME RATING (041.) MACK&I ANCHORS SPACING PON LO. - AS SHOWN ON SHEETS 6 At 7 4"%-AILE AL11131100M C= or - mumm FAM11. LENGTH (ft) TAPCON L40 Scftv 1 PANIELMATE FEMALE 0 PANIGAM PLUS "DID amm 1 Ir I or or 13' Ir G m Ir Ir Ir 13* Ir IV (wro" a 6 Ilr a i/r a M it Ilr 61/4- wwr -) W-6- OR To. (FOP)* LOS To. maw 13* 13' Ir POP) um 13, Ir or ir 0017" __13' Ir 13* 13* Ir 81/2- To (mm 13. or 13, Ir w Ior Pow" 4 1/2- 1 1/2* 0 1127 6 Ilr POP) 41/6. 12 1/2* to 1 4" Ooff..)- W-of TO 4 Ilr A- 61/2. 5 1/2' - Pam le-e 4 112' 4 1/2' 30 mmko to Ilr a sIr I (TOP) __ Ir Ir 13, 6 I/r I SU TABLE #I FOR WX AL.S.D. DESIGNI LOADS At WX PANIEL LENIMNS WHEN SPACER 0 5 um, ame"DINE; ONLY TO ALTERNATE iw ON SHM 11 1 CONCItm am REDUMM "/40 1= /pl.% MAX. AJ.O DESIGN PRESSURE RATING MAXIIIIIIII ANCHO10 SPACING IN EA - AS SWM ON 541, 6 & 7 APPLICABLE 10 ALTIOMPOM 44= or raw PANEL LENGTH v TAPOON LAO SCREW PANELMIAIIE FEMALE ID "w wow am*o 13* 13' is' 13' 13- IBM Ir Ir Ir 13" or Iw (BOTTOM) . 9 Ilr 6 1/2- - -6 i/r mr) $1/4- 12 Ilr 6 1/4' (Som�-) 7' or - (011 ON In$ Ilr 11' _11' To. r - 3N (Sailm - or 13' or Ir Ij* POP) F+46, -46 TO +?L -75 Ir Ir Ir 13r* (10"0) or Ir or 13 13, Ir Ir 13, 41/4- 1 (Wrw) 41/2- a Ilr 61/2- a Ilr 6-1.1. (TOP) s 11r 12 1/2* a 11'e MUM W-W 41/2- 71/2, 1 r a Ilr + 6* P2, - 30 MOTTOM) Ir W Ir 51/2- (1001 Ir 1'. NXICIA) SM TAIMLE #I FOR MIAX A.S.D. DOM LOADS & VAX PANEL LIENVINS No SPACER 0 15 USED, CORRESPONDINIS ONLY TO ALTERNATE 2V ON SHEET 6 1 BELA & AAA DOW Low MAVM FANEL LENGTH 40 PSF OR LESS $*-r > 40 PSF To 50 PSF W-2- > 50 PSF TO 60 PSF 51-10, MAX. PANEL LENGTHS ARE ONLY VAUD FOR RMALLAWNS W/ PANEL MATE AMALE TO OR PANEL MATE PLUS ANCHORS & W/ " 5k9M.tQ - D.C. & 1/2 j [4]'n 1] 31 f 114196 1, _I I I 19 A:4 CM 9.1'14 196 31 kjgfi$j &[@J:l 3jj3Kfj;&fjf]'Lj1j;j 3113E:l RalfAlkli j:j1j$"j m V Mo. KvAft LENGTH Oa suemotto" It ON sml�T IS) L/2 III REGULAR ZA= Box soaft is & is Am Mom" Tnic & SAN** MR @iBDLL4mow NM wm Pow ousam MON" MCHO VW=M ow WNWA ma ARE #8"0 ON THIS 110011311AL I= LIX LM THIM WMGGEC ON SOMMU REDIM ANCHO111 SPAOM BY vwft"n wvmo so" an swou IN THE FOLLOWS MM FOR INS OPWAIM la K MO" MISIM SPACING ONPWAD U� ROM SMALL NOT BE LEW TOM MAW I WWAIW MR 11111001 ANCHOR mmove - 1/410 wf�m 1 mom MdN" ammew N 3 3 WM Ift-W, 00 1 3 3 3112 10-10 NO 04 r 11r COMORM "/116 = WALLAS 11M w At 3w 1 ! Mo. W Papoll. LENGTH (SEE ELEWIDN "WALEL CODE r___ - - ___ cm mm" ON sootsom; 13. Ill. is 13' MAX. 01-1A/M R-2A/13, n-M/14. R-10/13, R-2103. n-311/114. r VAX� 01AW/15, A-UW/15. 11-SAW/16. R-low/15. a-m/Is. ft-ww/16. of 0 r ------ 0 0 0 0 1/4' LVJL 01 7 'I" S.S. 0 OLTS WA9. /,Y.(I% LENGTH Oyat M-G-) PANEL LENGTH REG" PAM r-r 0 +40A -40.0 pAI. PANIEL So, (W1 MOM MID PANEL LEMOTH DOL r-w 0 +11C.O. -5,LO P_f. LIFE PANEL (0/0 OMLAP MID PANEL LENGTH IIOLT) A Lot X_r ON. PANEL LOOM At ALL Moummm -4 S.S BOLIS If AT EA. A;; La J1 V� -f"WAV-, r PANEL larMM CORNERS 0 WM NW AT f EMBOR MO AT t INSTALLATIONS ONLY WLID FOR WM LEFT PAI RIGHT PANEL 73. VAX. m. h, R-Wi& R-2A/13. R-SA/14. A-20/13. 1-30/K I" $Pew UP To 170 mp.h. (SEE 9OCTION11 & ALTVItIWTf0fS ON SHEEIS 13. Ill. 15 &1*)- 1/4' VAX W UEE SAFETY STORM PANEL M ELEVATION (t) SCALE IIIV-I' REG" 2.6w '0 =%. STC" PANEL (WL 0~ -1 01114111 VXAM 1j 44p-A-MA, OL L LENGTH ELEVATION MEET 12) LFE SAW4 PANEL ItTA- A 8"NO CODE (flon Mah VeWoolty Nu no U WE GALVANREO SIM STOW PANEL WAN W. .. ki 2 EXTERIOR Aoffic� GLOBAL PROTECTION PRODum uc. SECTION -A oft SCALE 1/4--1-Or mot MM14 ftem BNHpW7"& m w4Nm-m? 20-175 PL CA-POple IM&I tz ft - iffil'. "Follow . 1-1 --- . I I � 12 Or too r 2'14' NO PLATE TIPPON PNVJNW A & Ir D.C. room W/ vw om WIA %ulmfiffirm, WALL IKA!E3/VP1W- I . INSIALLATION ARE ONLY VNA FOR A.S.D. DESIGN PRESSURE RATINGS gffi AND PANEL LOWNS AS PER ELEVATION ON it 2. FOR MEN WOOD MIAE CONSTRUCTION: WOOD MENIBERS TO ISE SOUTHERN FINE No Z A/ SPECIFIC DENSITY Or 0.55 ON EQUAL TAPOOM It 0 r D.C. [4 ;�� 1/4' -I v7v 2.4' WO =u lal I V VAX PANEL LENGTH (SEE ELEWTIOk ON wig" It) 0 TOWN IN a r D.C. 1/4*0 TAPI ANCHOR 9 INSTALLAT ON DETAILS FOR UFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POUNM 1/4,0 TAM =G.-C-1 U9IfM.L7j"` "/40 `0.0:��. ZDNOM OR ANCHOR 0 /14 CDNCREFE FLOCK BLOCK 4 0% adno _ _y AT Lk OAYAW V wam. PANEL LEMM V MAX PANEL LENGTH I* MK (S" arATION ON SHEET 12) (Sa arwATION ON SHM 12) 70 CLASS. L/2 sour suvroic 3/4' /4*0 UPCON --1/4-0 TAPO; ANCHOR 0 V D.C. CONCRETE Olt CONCRETE Olt 111101,111112M. SEC=K. a IKGUU& REOLOW, 9_-JA PANEU 0 RM"ANEL WALL MOUNTINGIS SCALZ 3/8-1" sm Sam is a to nom "eman AM= "m rft A SPACMO Fook 04tk&AMW Mo WHOM 110011 WAK IUMMM mmum ANCHO111 11010101 AND VON" WWAL MOM WNW 00 3 iii-wis 0.) 3 CDK DOUNN AM 00010 ON THIS SOMAL MR LIL UICIS THAN IMOICA10 ON WHO" mmm No" wimme 3 Ammommummasm FAIM Or sm"'VINS IIFPGPIII wow 0" SOCIAt Ff THIL F&ADIM FACIONS. IN "0 OFOVXM 70 Of POWNRL PIMUM VANN or"" LONG FACTON wu NOT w um Tom _MOT MWNLw SPICING immo FOR EACH ANCHO11 TIK ON THIS VCHODULL 3 i/r E�D.* ro�W// MEN//" y MAX PANEL LENGTH L (stoc ELVATICom ON 04M it) 2 L a W/////, 00 POURIED IETE ON eff BLOCK ISO. 01 iiv V MAX r PANEL LENGTH ! (Sm nawam ON SHEET 12) r --a m goo am If --Rm- -I-q - oil,#,. j/4*0 TAPCOM a Ir O.C. ANOW 0 0. O-C, L IDOSTING POILIMED CONOMM Olt CONCRIETE Olt -CONCRETE BLOCK REALIVIED. RECURM sEcnQm_R__m SEMON R_-11 INWRARIPANUS & LWr_MJrff_PiNEL WALL. UOUINTOW loiskft,� WALK 3/0.1- INSTALLATION DEWLS FOR UFE SAFETY PANEL (1) INTO WOOD STRUCTURES V416 !An T ANOW 0 9 Ot D.C. :2- W 0-4" AIZ V Mo. j. PAN& LENGTH PANEL LE)KIN (SEE: E"fam I (SEE E"MN i ON MEET 12) ON SHEET it) _o- I* MIA. TO MAW __jD GLASS. vr _J g. wm- 2-x4- WOCA PLATE REOUNM PLIA REOU&M /4-0 PAINISAICE PLUS J/ 2" 11C. 0 11 1/2* D.C. L AL AMITWE A WALL. bM IN. T1 SCALE 3 4057 FMSDA BUILDING CODE (Nm Nlah Velodly Him ZINNIA 24 4W IIALVANIM STEEL 4 It N PANEL ph 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O. STATE OF EL LENGTHS AS PER ELEVATION ON It 4 .... .. TTI LTE C Ow. \ GLOBAL PRMCTM Moucm u. DESIGN PRESSURE RATINGS (P.m.%a PAN �.�40A , 4= &It a um 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWL ft 13M4 MEUKRS 70 BE SOUTHERN PIK No 2. W1 SPECIM TWI)IIIII-1114, PU)W&4"W DENSITY OF 0.55 Olt EQUAL mom ft- 0111111% or a 91 C= c%j EC LA_ C1. cc cm r4 F C= Cm CL % E C3 C2 cu 01 c� L_ 2 - cf) CL CL Cu L) cf) cu cn w z z SHEET NO. SH 1.4�