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IL ----------- Ll- I I I - _L <br />ANCHORS (SEE SECTIONS ON SHEETS 17, 15. 12 <br />i3: MAX A07. "/17. WIL <br />I I MIN, vNI FAW/le a w/Sv <br />Dm.� 4 1 i <br />o 0 0 0 <br />F sp <br />IN <br />A <br />T <br />L <br />+ i- _j <br />i V T --- �r - <br />_7 <br />T <br />7 <br />ML <br />WAGNER <br />3. MAX 7 17 W16 4@117. WAS. 3 MAY, <br />w/4=19 & $w/o fiGa OW/19 a NW/JD I: NAM., <br />---------ANCHORS (SEE SECTIONS ON SHRn 17, 18. 19 & <br />OPTION #2 FOR WEE SAFETY STORM PANIELLI ELEVATION <br />SCALE 31ir-l- I/e MAL OF <br />SSW <br />Im" -1-%U WAM <br />�.oum wn" <br />PAM �wlo <br />SECTION A -A <br />SCALE 3/16--1- <br />siol:lTrors L "t, <br />MAXIMUM A.S.D. <br />DESIGN P ESSURE <br />VAx. PANEL LENGTH <br />L (ft.) <br />MINIMUM SEPARATION <br />PAWL -1 <br />RATINGRIP.B.f.) <br />(SEE SECTIONS) <br />TO CLASS <br />c ONOITION <br />+55.0, -72.0 <br />2 3/1' <br />UNBOLTED <br />MAX. <br />P94EL L04TH <br />a <br />INSTALLATION DETAILS FOR OPTION #2 FOR LIF SAFETY STORM PANEL SYSTEM <br />INTO EXISTING POURED CONCRcrr OR CONCRETE BLOCK WRUCTURES <br />-v4* TAPCON ANCHORS _y4; TAPOOM ANCHORS 1/4"NIFOOM AN04M <br />; TAP0014 ANCHORS <br />O.C. O.C. <br />POU1113) :61=0clorm POURED CONCRETE <br />OR mg:NEM CONCRETE i <br />SILOCK REQUIRED BLOCK WEEK"a 1 BLOCK Kamm "00 wcww MEW i <br />/4" 1 1/4' 1/4' <br />I , iR <br />A. <br />alm I : 1 ­3 1 PA <br />AWL WAS <br />L <br />ow "I <br />QLAMS <br />4. <br />Ea* _0 E.OA _3 <br />ED.* <br />=41S.S. M.S. W/ <br />Ms. W/ <br />r /B. NUT WASHER WM NUT WASHER <br />411 12 11;r OX. (WYCND) <br />Ill= 313r wm No 7 1/1. 04 1111 <br />0 12 Ill* D.C, NUT **S"M owfm) TAPWN ANCHORS Il.V TAPCON <br />7 T;r "OR" <br />4 <br />_�el. Mo.= 0 4 I1r O.C_ <br />L -SawAm 1"m CONCRETE _Pllm -mumm CONCRETE <br />cwlg� <br />MDON OR CONCRETE BLOCK 0 .10=6 ON CONCRETE BLOCK <br />ROOLIMED REQUIRED REGUIRED REQUIRED <br />bMa" UWALLArION VAUAMH WALL MOIJIMNs UWAillAIM WALL Moulm !rl I ALTON <br />ZZ in <br />filk ffl"AIMM FINEIRAFETY PANIEL 0 Affff-PUANIEL 0 LormepANVIL <br />SCALE 3/8--l- SCALE 31ir-I . SCALE 3/8*.,* SCALE 31r-l' <br />$a 94W is a 20 FOR ANCHORS r4K & momm <br />pwam FOR O&TAO.Al" MD um WPM <br />w AWM <br />orm man& <br />kWMN AMOM WMM AND WOMAN <br />am Dmq*CE ARE poem= am rmn <br />sma" no EA LM It" NW.Mo ON FLORM INAILDIING CODE ORBIT Ifelocity tons Zons)l <br />owma rmu ANCHOR spona or <br />MULIKYWO WAMC SHOWN ON SOMILE MUL FA am "no 20 CAM GALVWW STEEL SHINN PANEL <br />of IMIL FOLLOWING FACMW Fail INS Dom Mr. <br />wmm TO K PONKL foucED <br />GLOBAL PROTECTHM PAM <br />WAM Como UM FROM INALL NOT PRODUCTS, LLC. <br />BE: ms THAN WOMAN SPADWO, "mmu W <br />MAL M 3=4 <br />MR Cc" ANCHOR TYPE 04 " UNCKU wilo an&*. A ww <br />3 Neliik'� . I ..... - N.A: am lk "am- 064)M-ML "A (�)UN�m 20-176 <br />r <br />I=A-_U P 3 i <br />_j h-AiL F091.1 - <br />INSTALLATION DETAILS <br />INM EXISTING <br />ANCHORS <br />FOR <br />OPTION #2 FOR UFE SAFETY STORM <br />CONCRETE OR CONCRETE BLOCK STRUCTURES <br />PANEL SYSTEM <br />POURED <br />414, UPOOK Amm"m <br />__r"IAPCON <br />04 <br />4-r D.C. <br />POURED <br />OR <br />;REQUIRED <br />A- <br />r <br />-T*a <br />19 <br />v. Into 4& _J <br />7 <br />�Nxe <br />..0 <br />LOA <br />14-10-0 PANELMAn PLUS S/ <br />70-0 313r WIND MIT swam <br />061 ;4 <br />(BEYe" <br />REQUIRED <br />WAU <br />fmoLwm <br />INAU MQUJIM I <br />"IM ftaffi"M <br />a "um m I Alm r L <br />SCALE J/a-.I- <br />"M" <br />0 MMORKPAMM <br />s:ALE W.I. <br />AM SISSY IS & 0 FOR ANCHORS TIM A <br />�"t <br />SK�m FOR OSDKLAT" orm wm <br />111%, $Ag= MOON@ W <br />A <br />3 <br />FRAME RAOM <br />fm O�lwrv*== 0 <br />90 <br />3 <br />MR ED. LESS TIM ra""V am <br />MM ANCHOR 9VCM SY <br />i"TKTM vogm *am m IDN"Ll, <br />PALPAQ j=ft0W <br />3 <br />31 <br />Ama Ira ow mm" <br />Imm <br />my THE FMAOM - - <br />. . . Pass" sm-W <br />I <br />SPACINO OSTAOM M" 111=r <br />BE, . . a*$" 2PROM <br />to DOM AND= TVK am 704 sommu <br />cn <br />-cu <br />> <br />2--o <br />ca_ <br />o <br />2 <br />cu <br />(D <br />cu <br />0 <br />0 <br />cu <br />cn <br />c <br />0 <br />2 <br />CD- <br />c <br />0 <br />0 <br />U- <br />0 <br />> <br />Ln <br />cn <br />E <br />cD <br />cu <br />2 <br />co <br />< <br />auu; <br />INWALLAHLIN VLlAJL2i �UK WHOM fZ tUR UFL 5AFETY STOMM PANEL SYSTEM -B;RW-,­ - PMND--SVsmd 1\ I. <br />IWO EXISTING WOOD STRUCTURES INTO EXIST] IUCTURES 1, E-Z W44 STORM PANEL SHOWN ON THIS PRODUCT EVA"TION COMMENT (P.LD.) HAS ISM VERIFIED FOR COMPLIANCE IN 9 1) MINIMUM SARKOMENT OF TAPOON ANCHORS AND PANELMAIT "UALE 0 & PANELMATE MUS INTO CONCRETE <br />7177T, _171, 1p, 11 Ill ., - ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA SULDING CON BLOCK SHAll BE 1 1/0. <br />T <br />'A! <br />Lu <br />DEMON WIND LOADS SMALL ISE DETENAM AS PER SECTION 1620 OF THE ABOVE MMIONED CODE. &2) WNW EMBEDMENT Or 1441,X 7/6' CAIX-4N ANCHORS SMALL BE 15 7/r IMM CONCRETE C:t <br />MR A WIND SIFICED AS REQUIRED BY THE "ISDICTION WHERE THM =TIM BEMALLE&ff) NO EMBEDMENT INIQ ANY MAIDUAL SMALL K PERMIT=. <br />HEADS <br />AWARD HEADER <br />-0.05. LIM A= 7-16 AM SMALL EXCEAC UN IN 0-20 SS SIDEWALK BOLTS VSED SMALL BE LONG 00JOHOODULD MY FuNSH Moliank D" M <br />MR A DMICCTION4.11Y FACTOR Kd C= <br />DEMON PRESSURE RATINGS INDICATED ON SHM 25 A 21. DOC44E 31e INTO MOON, C= <br />O.C. __j/4-0 wook 9 r ac, V4*P TWOM 0 Ir OZ. m <br />MIN. THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DWGM WIND LOADS DETERMINED PER AMC 7-16 <br />ON AT WOOO M. THINACED xwal�m- WOOD SMMLL K FIRST REDUCED TO A&O, DESIGN "ID LOADS BY MULTIPLYING THEM BY Me IN ORM To &3) IN CASE THAT PRECAST STOPC OR PRIE147 CONCRETE PANELS BE FOUND ON 7W Eimm WALL, <br />AT WOOD HEADER HEADER <br />HEADER HEADER HIM HEADER TO COMPARE THESE W/ MAX. (A.S,D) DESIGN PRESSURE RVINGS WICATED ON S14EM 25 Ar 26. ANCHORS SMALL BE LONG ENOUGH TO WACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE U) C= CX. <br />SMALL SE AS MENTIONED IN 8A) AM IN 0.2). cc <br />IN ORDER TO VERIFY TH147 COMPONENTS AND ANCHORS ON THIS P.E.D. AS IEW RIM NOT OVER STRESSED, A 3321 INCREASE <br />-6 P112- Wlr Ile IN ALLOWABLE 011W MR WIND UMN WAS MM USED IN THEIR ANALYM. FAVEMERS SPACM TO WOOD HAS BM <br />ji/,V won 4 DEtDbW4M IN ACCORDANCE WITH NLDS, "IS (C) ANCHORS SINA" BE INWALLED FOUAWIMC ALL OF THE REMOMIMD"TIONS KIM SPECIFICATIONS, OF THE ANCHOR'S <br />Rim <br />MARMACTURER. �Ic <br />SIM PANEL S ADEQUACY FOR IMPACT AND FATIGM RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF <br />2 <br />NA, WOOD HEADEX wow wim. <br />REQUIRED MIA THE ABOVE MENIVINED COM AS PER FENESTRATION TESTING LABORATORY, IMC, REPORT f 2032, AS PROTOODILSTAS-201. It a SMALL BE THE RESPONSIBILITY OF THE C01ITAPICTOR TO VClOFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER CML cu <br />w- <br />TAS-202 AND ?AS-203. Is ATTACHED TO NOUFtE PROPER ANCMMCE THIS SHIIIITU SMALL ONLY BE ATTACHED TO COMMM BLOCK E <br />Olt PAM <br />2. THIS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THIE OUTISIDE OF TIC OPENING ACCMM TW CAM" FROM THE --x <br />INSICE W/O THE USE OF A LAW" OR LIFT. THIS APPLICATION IS VALID WHEN OBTALIATM 15 Olmom TO BE PU~M COMPOHM A3 ON HTWIXKJS m <br />_0 12. THE INSMALLATION CONTRACTOR a 70 SEAL/CAULN ALL 94UM CDC vol WjWN IN CC <br />G FROM THE INSIDE OF STRUCTURE 3: 1­ <br />CONTACT WON THE BUILDING 10 PREVENT WMD/WM INTRUSIOW CAULK AND SEAL %4UrTER TR93M ALL AROUND FuLL <br />EXISTING mi. SEPAINTION' LENGTH. cu <br />-V CLAW OLAW - v wa 10 vim I SERIES TOW INSTALLATION IS APPLICABLE TO SIMCLE AND DOW HUNG STYLE WINVOINS, WHEN INSTALLATION 5 REQUIRED TO BE 3. CLI <br />am"Al : : V V_ a -ASS o,cmx; cm SCHMM <br />PAM OHM I% PANEL LENGTH m PERFORMED FROM THE INSIDE or STRUCTUft 11 03 <br />ME MOM I BOOM ! ! v m­ BABY is) STORM PAN& MWALLATION SHALL COMPLY WITH SPECS INOICATED W THIS MAPPING PLUS MY BUILDING AND 1OW40 <br />PANEL LENK7114 (Sm "m I BUILD" i REJOUILATICIS PROVIDED BY THE JORISIDIVION WHERE POW 6 APPLIED TO. C= <br />EXISTING w PANEL LENGTH I <br />M.. $nor~ t VICE NOTE I SELOW) CLASS yo *,a 0 APPLICABLE TO SINGLE AND OWL AND H A SLIDEIRS 5 W W <br />(M NOTE I ISLAW 4. SOM 20DO INSTALLATONTIS E HUNG ONIZONT ME INDOWS HEN 14L ATRIUM WINDOWS AND DODO. W_ E - Z HANG WORM PANEL STWEAM 3 Moll PENERNSL in <br />ye alln INSTALLATION 8 REQUIRED ME PERFORMED FROM THE WSIOE OF STRUCTURE- <br />-m wimu- PANEL LENGTH <br />ON WNW" 1/4 (SEE: NOTE I maw) <br />MIS. IN (SEE wm I BELOW) <br />sm so) is VA W IZZ 14) S. ALL ALLANNUM DITRUSOMS TO 13E 603-16 AIM AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) TIM PRODUCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER IS ODEW AND DOES NOT PROM <br />tNr~IIDN FOR A SIM SPECIFIC PROJECT; Lt. WHERE THE SITE CONDITIONS DrVATE FROM THE P.LQ <br />0 ASS <br />S. PAI ALUMINUM SHEET METAL USED A? CLOSL%IM WU HAVE 3105-HI4 NAM. <br />4131 03L. <br />(b] CONTRACTOR TO BE RESPONSIBLE MR THE SCLECTION, KOMK49 AND INSIALLAIM WUONG In S*tTY OF <br />7. " SIM SHEET MRAL PANELS SHALL. HWE SITHIClUSAL DUALITY SIIEEL. PEN A-03 CUM 50 Mim�. Q&V#.WED SIM TM PROM= BMEED ON THIS 1-1.0 PROVIDED HUSKE GOES NOT OMTE FROM " CONDIT)" DETAILED M <br />_4 DESIGNATION B/Fy- 511.3 W WIER ROLLED), THIS DOCUMENT CONSTRUCTION SAFETY AT SITT IS THE CONTRACT0015 "G"MM. <br />a. ALL SCREAS TO BE STA04XSS SYM 304 OR 316 AISI SUM OR CORRD=* RESISTANT COA70 CARBON SIM AS PER 04M THIS PRODUCT EVALU41M DOCLAOIT WILL BE CONSIDERED INWILID IF MODIFIED <br />(d) SITE SPECIFIC PROJECTS SMALL K PREPARED BY A FLORIDA REWTOW ENWREEA OR ARCHITECT WAic" WILL <br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEI, ON AIM 3D4 SERIES STAINLESS SIML WITH 36 W MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD CE.O.R.) FOR THE PROJECT AND WAD PHIL BE AM'OOMZ FOR THE <br />OF PLATE 50018 W/ 50 hei YIELD STRENGTH AM 90 6W IEWSUE STRENGTH DALL COMPLY W/ FLOARD& BUILDING Cam SECTION 2411.1.14 <br />G USE OF THE PI.D. ENGINEER OF RECORD. ACTING AS A DELWATED D40MM 70 THE PS-0. Dokm. SMALL <br />10. ANCHORS 70 WALL SMALL BE AS FOLLOAM To THIS LAM THE SITE SPECIFIC DRWP" FOR REV" <br />0 <br />(A) M-Z POURED CONCRETE. <br />L"_j (m) THUS PID, SMALL BEAR THE DATE AND ORIGINAL SEAL AND MONATURSE OF TOE PROFESSIONAL ENGINETA OF <br />_J RECORD THAT PREPARED ff. <br />1/4*0 TAPCON ANCHORS AS MM6UFACrUREO BY ITW. OU &C. (ARM. r-3112 moo.) <br />IJDEX <br />9 I/4'6-2W/4`SS. ALL -0 CALK <br />COMT. CONTI W/ 1/4 -20.ves.s. ux W/ IS- STORM PAMS1 MANK)FACTUM" L45M SMALL BE LOCATED ON A READILY VISIBLE AT SIM PAN IN <br />/4 0 X 7/6 -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. IC-3000 P.Lij <br />LOCAlION EL <br />14"4� um MR 14: 10 PAMELMATE FEMALE ID PANDLAWE PLUS ANCHORS. AS ~ACTUM BY EUCQ CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701-93 OF FLORIDA BUILDING ONE ONE LABEL SMALL BE PLACED FOR EVM oPtEmon <br />13r win No aj.3.13�=) A <br />-3350 P&L) <br />.3 12 1/2' O.C. WASHER 6 - (r. LAISEUNO TO COMPLY WITH SECTION 1709.9.2 OF THIE FLORIDA BUILDING COOL <br />1/410 TARCOM 0 IV OZ 1 4*0 TMACON 0 4r OX_ <br />3/32- WING MIT <br />MO. THRENDED <br />--Tlmoom W/ SIM) D.C. WOOD ALI) MIMMUIA EMBED" OF WCON ANCHORS INTO POLIRED CONCRETE SIMI BE 1 3/4- NO 2- FOR PANIELMATE <br />L?Xll 3/3r WIND ANY 2 0 PLAn FEMALE 10 & PANELMATE PLUS. <br />REQUIRED (sevow) <br />, 1 .7, WASHER a /4 <br />MIN "fo= PLAZ mi AT W&MM <br />UVMDTM AT NVWA)TH <br />, - i , --t- . I - ' WOOD RATE NO, PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/2' CALK-00 ANCHORS SMALL BE 15 7/5- INTO COPIC417E. NO EMBEDMENT WID <br />OF PLAN Of PLATE V 1A 014-tO PAWELMATIE -a ANY FINISH MATERIAL SHMI K PERMMIED_ <br />WOOD PLATE PLAR <br />6 �/14v' O.C.. IN 1 0 6 1/4 O.C� <br />WALt INSTALLAWN mm �IREAGED ANN. Tow-4080 Tom 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG; ENOLA"SHOULD MY FINISH MATERIAL MST) TO ENGAGE 3/4- <br />, LM PLATE INTI) ANCHORS. <br />WALL WALL MQ N I I ATION &OLTIVrE M7AW 0 All MV*IM or L AT MONWH OF <br />SCALE 311r- I' A.3) IN CASE THAT PftUV STOkL PRECAST CONCRETE PAW.S. OR PAYM BE MUND ON THE DMARS WALL OR ......... <br />sm 3/8--1- WALL "MMO DWAILATION WALL AMON FLOOR AN04M SMALL 13E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& A 514A <br />0 REGILOM PANEL SCALE 3/8--1 PANEL 1, Aupsm " K AS. MENTINED IN A. 1) AND IN A.2). "CHORAGE u <br />SCALE 3/r.l" Mi! <br />&WREMMANAREL A. TILJ 0 LIFE ZA= PANEL No. 44167 1 <br />SCALE 31ir-1, EW$e SCALE 3/8--t- (0) 70 pumm <br />FLORIDA BUI CODE (High ofty l"wU rw Zone) <br />1. INSTALLATIONS ARE ONLY YXID MR OUILDININS WrfM &SIL DESIGN LOADS nORMA BUILDING CODE (Nigh voloc"y Zarms FLORIDA BULDING CODE (Nigh Volocl r u cc Z*ft - 1/4' 0 TAPCON ANCHM AS MANUFACTURICID BY 1lX BUUM INC LONG <br />UP TO +654 -710 PW AM POWIL'S LENGTH UP 70 W-r Own MZDL M 2D GABE GALVANIZED rp No 4057 o� wim w_ 20 CAGE G&VANM STEEL STORM PANEL 1/4' 0 X ?/r CALK -IN ANCHORL AS MANUFACTURED BY DIEWALT INC, (r-1500 PAJ) ILUM ole. 20 UK G&VANIZED SIM STORM PANEL CA. <br />2. FOR NEW WOOD FRAME GXWWJCnW I I I #DIMS 111) BE SWWM STEEL STORM PANEL I� R6"MLAMW An ONLY VALID PON nuunm WITH AS.0 DESIGN L&W w I-C - PA. - JV4-10 PANELINIATE FOAALE 0 00 PhAmmot PLUS ANCHORS. AS MWLIFAMURM BY ELCO CONSTRUCTION avmw BY <br />PIPE MD. L W/ VECM Cajorr or 0-ft on rauft� Up 10 +35.5. -72.0 FSP AND PAWL'S LENGTH Up To OIAKftm PRODUCTS (1'-2071 "J.) <br />PADIECTM PRODUM LLC. 01 OBAI PROTECTION PRODUM LLC. 01"Am <br />9 PROTECTM PRODIN I I C.1 2. FOR NEw WDED FRAME DGAISTRUCtim WOOD NEmm To BE SOUTHERN I"m <br />11LIEC017 PINE MO. 2. W/ SPEC" DENSITY OF 0.55 OR OXAL <br />&MC711 WW"N"cM 90 1711 <br />7.,:ft-z =200�4_mj M-ira now ow"xignieZ ;w- 0 <br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS <br />(SCALE 1/2-1-) <br />2.250' <br />1-3 50' <br />T lop <br />ilk, <br />brow WL IN" 3.3or w <br />lar OALW.4m SIM <br />2.c)cr Tfp. Asm A-ew %A <br />GRADE so MINIMUM KIIA10. <br />6_50 MY <br />4MIX <br />'N <br />-------------- <br />L I <br />T STORM PANE <br />RMUED "h" TRACK <br />"Oololm A <br />3.750- <br />ISOMMIC VIEW DETAIL A 2.0or <br />ROUNOM CORNER 0 ft" Or PANEVS <br />END UP W/ HDAMED EGGS, <br />(N.T,S) <br />(?YWP) <br />p,416m R <br />SMI-76 Akwn. ALLOY <br />12. <br />ON cr,) <br />3"x3:(Max.) ALUM_ ANGLE SW NA <br />I I I LONG <br />GOU-75 Ahm. ALLOY <br />arnim wum TRACK <br />12!: <br />2"gg"JUna.) ALUM, A14ME <br />4 so ( cm MR I KUX* <br />ck w/ am W/o <br />pur SA's r 4t 10-0 (w PANE 3 NDAW) 2724 10- V/2410 <br />flD Ir <br />Ti. <br />POW comcwt ARMW SOL <br />o SAM comcoim la"comm" <br />OF a" SHEET 3% FOR 0000 go".- -CM 90"dmvuml OR OHM <br />m itcrAm am oww as <br />beii-IMS"OF is <br />I IrA <br />. 104) <br />m NOTE L 4 '3 1.111 4 80,06 <br />7�1 �4 �110_01 <br />4 <br />1 11 r1l I `!_j IT] 11 <br />I Ulf] F&I" <br />UL-fl H H 14 lill I I 111 My <br />PONELAINIV Cw) <br />SEE <br />P`N`L&_jr_ <br />To K MIA= AT ECH <br />0 <br />LAST FUR 10 BE IMMALLED At EACH 44%j AILRAYS <br />TYPrAL ELEVATION FOR SERIES OPIDANG SMALK ALM" BE FEAR HANDLE 70 FMAW I= <br />AM TYIPWAL ELEVATI ON-"R <br />v`WT9wlJVA=l SENES FROM <br />:,MD,.W <br />E-Z HANG STORM PAN4 M Rm WTXXr. <br />MUM MU OF SMWMK E-Z STORM PANQ W SYMM <br />am <br />ir-IA, MAL RAP AIR W4. m- <br />ar V-moviom-0.0 <br />SECTICIN 11 <br />Sim SCALE 4w - I- <br />(1). tffViMON OF HIMPR 1011M r - Z HAND SRM PANEL SYSTIEM CONSISTING OF PANEL + <br />TRAMS AT TOP & PANILMATE PLVS Oil Jjr LONG <br />BOTTOM W/ PANcumm <br />0). WINITION W_SEMUZW E - Z HANG STORM PANEL SYTIEW CONSISTING OF PANEL <br />ACRI Top A BOTTOM. (2). 00 PANELS SHALL ALWAYS BE To C WALL BY MEANS OF <br />OWI. Tr = <br />W SHOU ALWAYS K CONNECTED TO BOTTOM TRACK OTHERIVISE A STOP BAR PANCJAA= USED2:jW AT BOTTOM. END PANELS <br />BE PROVIDED AT TOP Of SUCH PAWLS �X� <br />IDS::V <br />M21OW I <br />WMANIN15 AS, <br />Oo"N7 SMALL Coma OF DESCRIBED ON (3) <br />NW V �/Vffi- W TMUMSSCRE* <br />3 <br />0 YZ MAY AT 0040 OF TWO (3), FOR CAM WHEN 00 PANELS ARE AT <br />Um.-S.TSICIA <br />DITERIOR FLAT FLANGES OF END PANEL Do PANELS ARE Not aaa SAR <br />1"0" r PROVIDED AT TOP OF .:y <br />IN CASE THAT ENO PANELS ARE HOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR! <br />3 ONLY USED At TOP) AT LEAST TWO PANELS WALL K CONNECTED 11D BOYM TRACK (4) FOR RWAvAnow WHEN 00 PANELS AND SOW NMODR PANELS ARE DIRECTLY <br />MOLINTO TO = fl&�IEAW OF PNPCI A DOW PANEL <br />USING MPECS INDICATED ON MM %AME IN SUCH CASE. CONNECTION OF PMaS MAY BE USIDD AT BRITY). AITAACZ MICUMIC. TO WALL <br />TO BOTTOM TRACK MAY OCCUR AT PANEL LOCATION. TWO PANELMAM M <br />F SPACING SHOWN ON ELLSIATION AND <br />(5) SEE SECTION 1% 3' 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 2.15. EDGE DISTANCE. FOR TIM UM My I.*f <br />IDAJ <br />ON NOT NEED TO BE CONNECTED 1 TRACK �PNR INST <br />SUCH THAT ADACENT PANELS (M THE LEFT & R*ff SIX OF Ve <br />THOR OVERLAPS r&TANM BY 1%). <br />FLORIDA IIULDMMC CODE (Moh Vigooft Nu zo <br />No, 4 167 PC 20 GAGE CAL111"m STEEL Slow pludl <br />8'. <br />GLOBAL PROTEMON PRODUCM LLC. <br />0.1- 0 <br />now, womw-nw r'la"On"w"m <br />.4- <br />; <br />0-9-M "11013 <br />cm so== cm- <br />N <br />I— <br />in <br />ON RIM a <br />to ut, <br />i <br />pwm j <br />I'm <br />MONACO <br />WALL magunwo um <br />4 <br />sCoLk <br />o.. <br />wr�, a <br />I mom <br />INSTALLATION Q LS FOR SERIES 2000 AND 1000 E-Z HANG STORM <br />PANEL(I)IM POURED CONCRETE OR CONCRETE BLOK <br />J <br />W Z L9 F=Zlm <br />777 omm..� <br />7AW- <br />WALL AND [HRECT UNA= INST. <br />SWCAUU I <br />OWL <br />we , mar <br />at 3.2 oir" <br />15- <br />Rim TO CIFILM M%mm am, <br />ASICOK"TC OMT <br />IMF WAX 3/0-1- <br />L <br />-WIM I <br />7011 <br />Im ;, <br />CD <br />U) <br />=3 <br />cu <br />0 <br />> <br />CL <br />CD <br />cu <br />cu <br />m <br />z <br />z <br />SHEET NO. <br />SH 1.2. <br />