|
ANCHOR$ (SEE SECTICIIIS ON SHEETS 17, 18, 19 A 20) --- -
<br />3' MM &VI7. 4A/17. &Via. ]NIA7. 46/17. 3* MAX
<br />wil 7AW/19 a wall w/ts. "w/19 4 m/w I* MK
<br />0 Io a- 0
<br />Fj--j7---j`-7 I
<br />YIqIIw PACL Mawr* aft .WL
<br />m I A
<br />IL
<br />I A
<br />17111.`*I�
<br />L64 —:1 1
<br />omm mom
<br />IIM4l W.
<br />WIT. S. 41vi?.,Nv E. 3- Z
<br />3 Mo. &Wltt. TAW/ IF —&- ANT -sa—U. w_ — no/2D
<br />I' WIN I' WIN.,
<br />ANCHORS (SEC SIECITONS ON 514MS 17. 18, 19 A, 20)
<br />OPTION jJ2 FOR UFE SAFETY SMRM PANEL(-1) ELEVATION
<br />SCALE 3/)IV.I-
<br />ow OIL&? !1__WUL ALM Join wFEYY
<br />,-v �__-
<br />-mr- ft
<br />-vffltf,--
<br />SECTION A —
<br />WALL 3/14--1-
<br />1.7 FJA 171117 W-"§M 11 *-1 ICU 0 a �4 44111M 40 J-1 111L1ewF"#5w_1 fl$ 1
<br />Kal N:0MiL4R1 11REM 7FX41! [11] 7WIF-116 14 M I 41k LEI nm ravief; 14 1111 q I
<br />MAXIMUM AS.D.
<br />Mo.. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P,8.0
<br />L (ft.)
<br />(SEE SECTI
<br />TO GLASS
<br />CONDITION
<br />+55.0. —72.0
<br />a' —a"
<br />2 3/4-
<br />UNBOLTED
<br />I MAX.
<br />PAWL LOVOIN
<br />(SEE SCHEGULE)
<br />INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISIUNG WOOD STRUCTURES
<br />0 or 01C. D.C.
<br />OC
<br />"I I , '?
<br />I Ea
<br />HIMEADIED
<br />HICADER mEam MLAM HLADDI
<br />4 .6 1 A .44000 akin 0 1',.
<br />1/2- won
<br />IRA
<br />NO
<br />4,
<br />NI'm
<br />mm
<br />Win
<br />L 0 0
<br />m1i'll I" x
<br />All VJVAWM
<br />CLAN QUIRS STAN;
<br />V. acr wwom c ASS qLn
<br />Per ICKDLO
<br />PANEL iiiii" ft Emn, I% PANEL LJONOTH immzI is)
<br />MOINVINAW (SEL WIT I KIM) PANEL LEM (SEE JACITE I SOLOW)
<br />DIEING, I ". : (S. NOTE I Izal PANEL LENGTH
<br />EXISTING
<br />IT= ft QLAmn
<br />GLA"Us clu NOTE I Im ON)
<br />0. am 16) an ow 16)
<br />S
<br />2-
<br />AILIT
<br />Men
<br />4
<br />AT
<br />3 0,�
<br />j i i/4-0-JNk3/4-Sj -
<br />CONTI CONT Ms. W/ 54S U.2 W/
<br />7/8 fts/3r INIC Far to.
<br />Y4
<br />4/32* wm NUT a it 1/2' ac 111412HOP (BEYOND)
<br />wmNEN
<br />/2' O.0
<br />TAPOON 0 9* oz.
<br />O.C:
<br />-1'4'0 TICK 0 §* O.0 go
<br />I 1 2' WIN, TMWADO
<br />TM AT mewerm
<br />AM OF PLATE
<br />AT .0mot. ;A
<br />OF PLATT Of PLATE mvwvm U;ZO0 KATE PLATE
<br />___j?j;WWOC1O PlAt
<br />_O Q:;N200 PLATE WAI I HOILIONG HISTA"DON
<br />WAU Mffiff" 11NWA- ATM WALL A "AW UM
<br />Itmil I Amm
<br />aI&IIIIIAM _MW SCALE 3/lr-1* a trffffm ZMEL
<br />If r1m MW m SAMY PAWL 44 —, 3A..I,
<br />sse" 3/e.-i- SCALE Va TI
<br />INSTALLATIONS ARE ONLY VALID FOlt LDIOUS WITH &$.0. 01TWON LO" FLORMA BUILDING CODE (High Velocity Hurrican
<br />:0 TO SS.& -72.0 PSF AND PAWL'SIAINGTH to To V-11'
<br />20 "M IIIALVANIZED STEEL STORM PANEL
<br />2� IN NEW WOW FINAL COWW-VM: WOW MEMBERS TO BE SOUTHIENIN
<br />PIKE No 2. w/ vwm mmm or a." OR IOLAL
<br />40M PROTIEMM PWOUCTL 11C.1
<br />.T
<br />INSTALLATION
<br />1/4- IPFCON "Won
<br />DETAILS FOR OPTION
<br />INTO EXISTING POURED CONCRETE
<br />I TAPOOR ANCHORS
<br />#2 FOR LIFE SAFETY STORM
<br />OR CONCRETE aLOCK STRUCTURES
<br />j'4* TAFCGN AW-4M
<br />PANEL
<br />SYSTEM
<br />ANCHORS
<br />O.0
<br />Ill. Ot
<br />IF O.C.
<br />&OCR RIQ~ -C
<br />C,
<br />POUM CONCRETE
<br />00 CONCRETE
<br />BLOCK RE&AM
<br />POURED xCm4ffm%m%
<br />OR CONC
<br />BLOCK RmumRrD
<br />POLM CON"M
<br />OR Compswit
<br />BLOCK Kovill 1
<br />1�4"
<br />1/4'
<br />W
<br />Fc!
<br />_C_
<br />T
<br />.a.
<br />0
<br />0.0
<br />SON,
<br />AWL
<br />_3
<br />i - � m -ACD
<br />I-
<br />V
<br />sim, M
<br />"Ne" "0
<br />WIN
<br />00
<br />E D..
<br />-E—z'
<br />M.S.
<br />W/
<br />a 12 /2- ot,
<br />I.A
<br />x WING NUF
<br />(BEYOND)
<br />i
<br />WAP"
<br />TAPOON ANCHOWS
<br />1/2, O.0
<br />_W4* TAKON ANCHINIS
<br />4 1/2, O.0
<br />TAPOON ANCHORS,
<br />ot
<br />5111101
<br />(STA00011111 W/ FUD)
<br />OF 4 Ilr OLC
<br />�OUREO CONCRETE
<br />PA~ CONCRETE:
<br />CONCRETE
<br />OR CONCRETE BLOCK
<br />OR COMORM BLOCK
<br />-MKN"
<br />Olt CONCRETE mm
<br />RECUPIED
<br />WALL WOMM
<br />HIMAIIATM
<br />410^M
<br />WAU MOLINTM INS[&"=
<br />W-CUMM
<br />WALL MOLINNINQ NWAI
<br />I ATM
<br />WALL
<br />poxwo
<br />AdOMMKO INAIIATM
<br />MIEL
<br />SCALE 3/8'.1'
<br />SCALE
<br />AM ft
<br />SCALE 3/5--1-
<br />IL Lift"-p-A
<br />SCALE 31e.1"
<br />91 ow Is A 20 FOR A.C.Oft TYPE
<br />AMONO ERIC
<br />Ty/es
<br />IMPORT,`
<br />SPACAND I& PWAUATM MO WOOD
<br />w mom ofton 1.4
<br />"MME SIMMONS,
<br />WWW AND" VWAWS AM MINIMUM
<br />em INSIANCE AIR peatim m THIS
<br />*-AA
<br />SCHEDULE MO ED US THAN $=AM ON
<br />2CHtDUL1E REDUCE ANCHOR Imt" or
<br />KILIPLYNX OWING SHOWN ON TICHEOLUE
<br />WA LL am-nom
<br />fitmm
<br />by THE POUAWM rAom, FOR on
<br />WWM TO K OM" NEW=
<br />/V.*.
<br />s�ew Owpikm LM4 FACTOR $HALL Not
<br />K LESS THAI,, mo*Aw volcm mm"
<br />I" "1" 0110, "ft ON TM spdm"
<br />—
<br />I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFM STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />7-
<br />1/4-0 TAKON 0 il- O'CL
<br />Jil
<br />:%;E,=". THRIAM
<br />AT wm
<br />HEADER HEADER
<br />4911 Viof= 1/2*
<br />1/2
<br />WOW HEADER 2 w000 HEADDR!
<br />i, , ,� wvtxRm
<br />REQUIRED Win,
<br />10 Guide M_
<br />Em TommiLu- PA14EL LENGTH
<br />E igretq. ON Won IE) (IM N= I BELOW)
<br />X
<br />CLASS
<br />L , ---
<br />woco �7/8,0. 3 2 WIND PAT
<br />REQUIRED iIIASHER 9194 1/4" OC.
<br />114-10 PANCUMAIE
<br />04
<br />.. �/.- 3-
<br />A? klv#WH or PLATE
<br />WAU MOILINTOM IWAI I AnON
<br />UPA
<br />SCALE 31W.1"
<br />I. INSTAULAtIONS ME ONLY VALID MR IRAILDINGII, WON AS.D. DES" LOADS
<br />UP TO .53.5. -no PSF AND PAMELS LENGTH UP TO V-11'
<br />t rom NEW viom "MAKE CONSTRUCTION, MEMBERS 10 K SOUTHERN
<br />PIKE No 1. W/ SPWM OMIT or 0 COUAL
<br />im, SPAIN."
<br />m own
<br />cm somu
<br />oft sw it)
<br />kh.
<br />PANEL LENGTH
<br />(SEE mm I BOXW)
<br />2'.4' WOW
<br />3/32* InAl MY
<br />WISHER 0 (INEYOND)
<br />P14-70 PANELMATE
<br />0 6 1/4' D.C. i!"s
<br />M". THREADED TOR
<br />AT MCAMIN OF PLATE
<br />WALL MQU
<br />t9W W31A A110N
<br />AL
<br />LIPPRAIML PANFL
<br />SCALE 3/8-- 1 - FUORIOA BUILDING CODE (Rich I
<br />INSTALLATION QETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPOON ANCHM I TAPOON ANOOK
<br />Y4
<br />OX I D.C.
<br />POLAROID CONCRETE MUKO CvINCRm
<br />On CONCRETE RLDGJL OR Com"m BLOCK;
<br />ROMPRED REQUIRED
<br />0
<br />7 V32, WIMT
<br />0 6 /4' D.C.
<br />REQUIRED
<br />WAU MOUMM OWAUAMN
<br />XG35f
<br />2- REQU ANIL
<br />SCALE 318'.1"
<br />1/4-,�
<br />1/.-.
<br />FRIL Wan I A 20 FOR AMCI 11" A
<br />I R
<br />Now im
<br />Town'
<br />RAMIANG FOR WRIALUA= INTO WOOD
<br />IN, Now WNW GILT
<br />A
<br />3
<br />1
<br />WAK ouuim
<br />MINIMUM NO" VACOM Am MINIMUM
<br />am odzma AIR 60cm ON INS
<br />2CM=UUt FORT LO. LOS THIN Nd"?M ON
<br />Ifte wj
<br />3
<br />3,/s
<br />gotaLu 01311001 AADM wocm IT
<br />MLXMY" ShMAK; smoft 06 $MGM"
<br />.
<br />Romm. I& lim Wong
<br />gum
<br />IV THE MLOWAG WFML MR —
<br />mm� To w ftimL Nov=
<br />VACM =ft= um FKIW WALL HOT
<br />1jr
<br />BE Lm roam wmm SPAM M"u
<br />Nk EACH ANCHOR TYPE ON I" SO4OLU
<br />9-2 kWO STORM PAINEL SYSIM
<br />I E-Z HONG STORM P44U SHOWN ON THIS PRODUCT IVIIALLIATION DDCLWM (P.E.D.) HAS BEEN VERIFIED FDA COMPLIANCE IN
<br />ACCORDANCE WITH THE 2020 (7th MON) OF THE rLORIDA KKVJ#G CODE.
<br />DESIGN WIND LOADS SMALL IT OrTUNAWD AS PER SECT" 1820 Or THE ABOVE MEWTIONED CODE,
<br />FOR A THE JURISDICTION WHERE THESE =RS KM:ST�
<br />FOR A 85, US04 ASCE 7-16 AND SMALL CE^j M (X)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26.
<br />IN ORDER TO VERIFY THE ASM CONDITION, ULTUAl DE344 INNO LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED 70 L&D. DES" WIND WAGS BY MULTIPLYING THEM BY 0 6 N ORDER TO
<br />TO COMPARE THESE W1 MAX. CAA 0) OCSION PRMM RXIINGS INDIMED ON SWEETS 26 & 26,
<br />IN DOM TO VERIFY THAT COMPONENTS AND AAKAHORS ON THIS P.E.D. As TESTED, WERE NOY MR STRESSED. A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WHO LOADS WAS bM USED IN THE. ANALYSIS FA57EWRS SPACING TO WOOD HAS SUN
<br />DETERMINED IN ACCORDANCE WITH M.O.S 2015
<br />SIERRA PANU'S AOEOUAZY FOR IMPACT AND FATVX RESISTANCE HAS KEN VERIFIED IN ACCORDANCE Vlt" SEC" 1626 OF
<br />THE ABOVE mDroxv coDE As PER Fc"csminow TESTING LABDIMLIM. Nr REPORT IT 2032, AS PROTOCOLS IAS-201,
<br />TAS-202 AND TAS-203.
<br />2
<br />WS01,Tj THE 41 OF 01 LADDER OR Lln� THIS APPLICATION IS VALID TOWN INSTALLATION 15 INTENDED TO BE PERFORMED
<br />FROM NSIDE Of STRUCTURE.
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE YET SINGLE AND DOME HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE
<br />PERFORMED FROM THE INSIDE Or SIRLMNE
<br />4. SERIES 2000 INSIXJAIION 6 APPLICABLE TO SINGLE AND OOU8Lt HUNO AND �ORIZCNTN SuDERS STYLE WINDOWS WHEN
<br />INSTALIATION IS REWIRED 70 K PERFORMED FROM THE INSIDE OF SIALCTILIRE.
<br />b� ALL ALLIMMAN DITRUSIONS TO BE W63-TO ALLOY AND TEMPER (UNLm OTHERWISE NOTED)
<br />6. ALL ALIJMUM SHEET METAL USED A? CLOSURES SK44L HAVE 3105-H14 ALLOY,
<br />7 . ALL STEEL SKEE"t METAL PANEU SmAli. HAVE StRUCTURAL QUAl STEEL. ASTIM A-653 OWL 50 Min., CIALVM07ED STEEL
<br />DESIGNATION Ill 58.5 kill (AFTER ROLLED1.
<br />0 ALL SCRIM TO K STAIAALM STEEL 404 OR 316 A15i SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />W038 W/ So kv YIELD STRENGTH AND 90 im; TIENSILE STRENGTH & SHALL, COMPLY W/ FLORIDA SUALCIND CODE SECTION 2411.3.3.4
<br />W BOLYS TO BE ASTM A-307 GOAVANIZED STELI. OR AM 304 SERIES STAINLESS SIUL WrrH 36 kv MINIMUM VIELD STRENCIN
<br />10 ANCHORIS 10 WALL SMALL BE AS FOLLOWS -
<br />(A) LQb9=1
<br />1/4*0 TAPCON ANCHORS AS MANUFACTURED BY ITIN IRALOEX W. (Mik r-31112 06.1.)
<br />1/4' 0 X 7/6' CAUK-IN ANCHORS, AS MIA"ACTUMED BY NWALT INC. (MWP p.&i,)
<br />014-10 PANIELMATIE FTMAJUE ID A PAN11MATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONS1*wnON P"ODUCTS.
<br />(f,c-Lw P.*.I,)
<br />ALI) WINMU EMBEDMENT OF TAPCON ANCHORS INIO POURED CONCRETE $HAU IN 1 3/4* AND 2* FOR PANELVAtE
<br />rEJAPkE 10 A, PANftMl PLUS.
<br />A.2) MINIMUM EMBEDMENT OF 1/4'0 X 7/0* CALK -IN ANCHORS SKUL K IS 7/6* INTO COW-RM, NO EMBEDMENT INTO
<br />MY FINISH MATERIAL SMALL BE PERMITTED.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SKALL BE LONG EMOUGH(S"OULD ANY FINISH VATUM DrM TO ENGAGE 3/4'
<br />1111C, ANCHORS.
<br />A.3) 04 CAM THAT PRMMT STONE. PRECAST CONCRETE PANELS. ON PAVERS BE IOUND ON rHE EXISTINO WALL OR
<br />FLOOR. AKCMORS SMALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04 FANIO.S. ANCHORAGE SHAU
<br />Of AS MEWTINED IN A, A) AND IN &2).
<br />L wwwl',
<br />1/4- 0 TAPCON FACHORS AS MANUFACTURED BY IT W. BUILOrX. IMC
<br />�/A - 0 X ?/8' CALX-IN ANCHORS, AS MANUFAMURED BY DrahtT INC (V-1100,
<br />4-10 PANIELMATE MMAILE 0 AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODLXTS W) F
<br />Q
<br />a e-
<br />4;:;10*0 PANCLuAlt KOS w/
<br />. 313r wm Hip W&V
<br />(BEYOND)
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOLMM
<br />WALL filgj�l IATM
<br />2 UU SAFETY PANEL
<br />SCALE 31W-1-
<br />91) MW#WN EMBEDMENT OF TAPCON ANCHORS AND PANELMAtE 111DAILE 10 & PAREU&ATE PLUS INTO CONOtEre
<br />BLOCK SMALL K 1 1/4-
<br />11.2) M"" EMBEDMENT 0; 1/4-6 X 7/4' CAl ANCHORS SMALL K IS 7/r INTO CONCRETE
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PIURMITTED.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ANY FINISH MATERIAL EAST) To
<br />EN(AGE 3/4- INTO ANCHORS.
<br />&3) IN CASE WT PRECAST SIGNAL. Oft PRtGW CONCRETE PANELS BE FOUND ON THE EXMT94G WALL,
<br />AN000AS SHAl BE LORD ENOUGH TO REACH THE MAIN STRUNCrM BEHIND SUCH PANELS. ANDHORAIGE
<br />WOU BE AS MENTIONED IN 111) AND IN 8.2).
<br />(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMLWOATX)NS AND SPECIFICIlkTIONS, OF THE ANICHOR'S
<br />MANUFACTURER,
<br />11 it SKALI K THE RESPONSIBILITY Of THE CONTRACTOR TO VEMFY THE SOUNDNESS or THE STRUCTURE WHIEn SWMR
<br />11 TO BE ATTACHED TO IMIUIRE PROPER ANCHORAGE. THIS SHUTTER $HALL ONLY K ATTACHED TO CONCRM BLOCK
<br />. WOW FRAME
<br />12. THE MISTALIATION CONTOACTOR 15 TO SEAL/CAAAK ALL SHUMP COMPUtDa EWES WHICH REMAIN IN CONTINUOUS,
<br />CONTACT WITH THE BUILDING 10 PREWAR *NO/RAIN INTRUSION CAUU( AND SEAL SHUTTER TRACKS ALI AROUND FULL
<br />Lrmml
<br />13 STORM PANEL INSTALLATION WALL COMPLY WITH SKCS INDICATED *I THIS OKAWIK PLUS ANY BUILDING AND IONINC
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />14 ATRIUM *NOM MO DOOR$. INC. r - Z HANO StORIN PANa SYSTEM- IS FAMRIBE PBNNNN
<br />15, (4) THIS PRODUCT EVALUATION O0CM" (PE.D.) PREPARED By THIS ENIGINTER IS CENTRIC AND DOES NOT PROVIDE
<br />INFORMA11ON FOR A SITE SPECIFIC PROLWCT; 4. WHERE THE SITE CONDITIONS "TE FROM THE P.E.0
<br />(b) CONTRACTOR TO BE RESIPONSIOUE FOR THE ULWITON, PuR:m4S AND INSITALLATION INCLUDING LIFE SMXIY Or
<br />THIS PRODUCT BASED ON INS P,LO� PROVIDED HIE/SHE DOES NOT DINUITE rROM THE CONDITIONS DETAILED ON
<br />THIS DOCUIMEWT CONSTRUCTION WTTY AT SITE IS THE CONTRACTOWS RESPONSIBILITY.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MIMLO IF MODIFIED.
<br />(4) SITE SPECIFIC MACTS SMALL K PREPARED BY A FLOP" REGISTERED ENGINEER OR ARLWTECT VOIC" WILL
<br />INCOME THE POn,�&,RECORD CE I% =T IND WHO WILL BE RESPONSIBLE FOR THE PROPIER
<br />R Or pECOW..),r
<br />W
<br />USE: or THE ED ENGINEER TO THE P.L.D. ENGINEER. SHALI
<br />SUBMIT TO INS LATTER THE SITE SPECIFIC DR"W4 FOR REVIEW
<br />(A) THIS P". SHALL WAR THE DATE AND ORION& SM AND S*MATUff OF 741 PROFESSIONAL ENGINEER Or
<br />RECORD THAT PREPARED IT
<br />IS. STORM PANEL MANUFACTUREWS LABEL SMALL BE LOCATED ON A WWLY VERBLE LOCATION AT SlOAM PANEL IN
<br />ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDA BUILDING CODE GOT LABEL SHAUL BE PLACED MR EVERY QPD#No�
<br />LAKUNO TO COMPLY WITH SECTION 1700 0,2 Of THE FLORIDA BUILDING CODE�
<br />Cn
<br />—Cu
<br />>
<br />C D
<br />2
<br />CD_
<br />0
<br />0-0
<br />cu
<br />-0
<br />"
<br />a-
<br />0)0
<br />W
<br />a
<br />a)
<br />CU
<br />0
<br />0
<br />-
<br />CU
<br />(n
<br />a
<br />0
<br />0
<br />Cu
<br />0
<br />0—
<br />CU
<br />U_
<br />,-
<br />0
<br />cu
<br />>.
<br />Cn
<br />—
<br />-0
<br />(D
<br />E
<br />L_
<br />"0
<br />CL
<br />Cn
<br />CU
<br />CU
<br />-6-0
<br />FZ
<br />-0
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<br />00
<br />ck:
<br />Cl-
<br />AX
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 1100.) INSTALLATION QLTAI FOR SERIES 2000 AND 1000 E-Z HANG STQRM
<br />(SCALE 1/2-l') 1',174 b, W/onw/00.0 1,0 TIME NOTE 2 KLO" 3- mw 2'/24 111, 1'/24 10 on NOTT 3 GRUP" PANELCI)INTO POURED CONCRETE 08 CONCRETE BLQCK
<br />EACH no comwm A.Mft SO 11 CONCRETE somcm
<br />SCHMULLON
<br />FDA om sor4w-
<br />2-511t, OF 0, 841117! 9�wdvvmm ONK I Win
<br />0.9i'm .Vm
<br />F_ tw, SAOS
<br />12.SOO'(EYTXCMW1DTH)---- 2.250' IND or 7 w smon, so
<br />IS. 196* (rMAL WIDTH) Lee ""NAl 4 *am 4
<br />ses, PIT "N"' 0 RAW mij
<br />Nw
<br />7 .075,
<br />2 Soo* _:Qw
<br />yp. I Rup"
<br />21'44"
<br />- mt�
<br />It L. L CD
<br />\- -T
<br />rep. 10 3 furrmo ftmw
<br />ma
<br />EDGE
<br />oB". I A 5" "a"
<br />117
<br />16T
<br />6 230' .12W —2 470" i. 101,100 cu
<br />Sir 7
<br />I'*,-
<br />9A) z 50(r
<br />INTIAL
<br />14"
<br />OEM,
<br />IV, 1
<br />J
<br />slogid P
<br />40 X -L'
<br />RMIRSED "'It" TRACK (1) RIEMUM 'U" TRACK 11E "111 26 111 `N_
<br />- I -N . YN W.
<br />W FOR m alm 0. OW 21
<br />sm Him 4 To SAW 0_
<br />"J1EU&m cryp)
<br />3� KFANATION SEPARATION MOIL IAHOOUILI
<br />IF— 4/ro-OW4, TO CLIM
<br />Do imp cowcom ANICTANN, SET _34 �amL-
<br />W/ HORNET EDGE AFTE, 'lir I To
<br />%CN[Om ft ww wit WOOD WOMEN, 1�;In naar. Ca_
<br />0.0
<br />PANELS—.— 94M 0~ L
<br />DOW
<br />ALWAYS K PROVIDED W1
<br />0- Zv ON /am. (D -1 j
<br />TO BE INSTALLED AT EACH <
<br />TYPICAL ELEVATION FOIL IES 2-000 TYPIM ELEVATION FOR
<br />12E 12�5: E-2 HANG STORM PAN L I SYSTEM W INTENDED TO _#_AA0
<br />"M or STICK E-Z HANG STORM FANA "SYSTEM ZSIDIE Or STRUCTURE
<br />50' SAC 14 wou vw - I- I
<br />-11., Ma GAR if
<br />ow 1/4. A.. GAP,
<br />_ArI/lr N- "P
<br />I 5_7 -, X*7 7 \ 7 7 7 7 j
<br />ISQUETRIC VIEIN L A ON' 777-2mKI K7"l
<br />ODC*
<br />FOUNDED COONS 0 ENDS OF PAWL'S
<br />END UP W/ HEMMED EDGE
<br />SECTION 8- cu
<br />(NLTS) SECTION A OU 3/3r - I' Q�
<br />9/w. I- L Q_
<br />.0 AA
<br />—2,000* J 5' M. NOTES (1). DEFIN11130111 OF gffMM 101310, E - 2 AAMG STORM PANEL SYSTEM COMSIFFNQ OF PANEL
<br />IRACXS AT TOP A, PAMELK&n PLUS OR 15, LONG Tr
<br />(1). QEnNMM-T_UB0Lj=: E - 2 "AND STORM PANEL SYSTEM CONSISTING OF PANEL V., BOTTOM W/ PARELVATM mn
<br />K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 80 PANELIANIES IF Mr
<br />AM w w
<br />_t. TRW" TOP & BOTTOM. (2). END PANELS SMALL AL#AYS K CONNICIlp TO 0 NO SILL WALL By MEANS OF
<br />"j* Tmac PAtjE 2"llig"'fMajili) ALUM, ANGLIE C CDOX&V USP JOINTLY W/ 15 LONC END PANEIS or
<br />I � PROVIDED AT TOP OF SUCH PANELS. I 'BACK Alr %030,
<br />Ilpal! (2) SMALL ALWAYS SHl K W TED C 1A 0
<br />11061-TS Alum. ALLOY WWO NUT 4.%ww.;w/s-v.,T AS
<br />(r.=Lks &. F—me—i g
<br />125* (3), IF/. WAI.L MO DiRE13 magnm ow, Cn
<br />WZO
<br />/7 SMALL CONSIST OF DESCOMM
<br />K . or �7 Win T-LUBSCRIM (3) FOR CASES WHEN END POW APE AT WALL
<br />EYTERM FLAT nAWD OF END PANEL END PANELS ARE NOT STOP VA _WQM0nW _ 0 no BUILD-OLff MOUNTMA
<br />3KCIUMLL
<br />EITHER OF TWO ON r SCALE 3/11-1" LAO cu
<br />(4). IN CAM THAT END PANELS ARE NOT CONNECTED TO BOTTOM VWCX cl A STOP VA rSNA. BE PROVIDED AT TOP Or 4 3ftMW AM
<br />To BOTTOM TUC OWRIAMO WHEN END PANELS AND SOME INITRIOR PANELS ARE DIRECTLY e MzLb SCALE 3/11.1- m
<br />MOUNTED TO EXISTING 4
<br />IS ONLY USED Alt TOP) AT LL4ST TWO PANELS SHALL BE CONNECTED (4) MR
<br />:jr1MA, ONE WITVWR PANEL
<br />USING SPECS INDICATED OR NOTT (3) ABM IN SVC$ CAM. COINVC11% OF PANELS ma BE USED JONKRY X :A1 TT BOTTOM TRACK TO WALL VVIL w MAN a
<br />to BOTTOM IRACK'MAY OCCUR AT ANY PANEL LOCATION, wl Two PANELAIKTEs r SHOWN ON =1,ON AND TE _q or we C,
<br />Win, EDGE DWANGE. FOR THIS 4
<br />05B, (Typ') (5) SEE SECTION 1'. 3 Ar 4' ON S�EAY 24� SEE ANCHOR SCHEDULE 04 $MEET 2b. NOT NEED TO K CONNECTED 111? 4rs w
<br />ED%= INSTALLED C-1 NATULA r-4N "ft *1 1001171 23
<br />OCE SUCH THAT ADIACENT PANELS Q tr" At ROO S OF PANTI) HAVE x
<br />THEN OVIAAPS MIMED BY v -Momm Or
<br />NO. 44167 rLAMDA BUILDING CODE (fth Velocily Hurricane Zone)
<br />FLORIDA BURVNG OWE (111191% Velocity N gone Zone) L---: 110110111 MOLOGINS CAN BE
<br />ON IT, CITIES
<br />eNa--r44167
<br />FLORIDA BUUINC CODE (11119h Velocity Hur Gone Zons)l V 0
<br />w w To &,AT ANY,
<br />mwm cc CAGE GALVANIZED SIM STORM PANEL No. 4 167 "M lxww Pit 20 C" CALVAMM FA Relm"DOZ, z
<br />FATE OF STEEL STORM PANEL OF 20 WE G&VAHM STEEL Sm PANEL
<br />ORAM owm W. owm
<br />"/swum
<br />ORI r'. - M-7.
<br />OF D. OLOBAL MOTECTION "/nIlm DETAIL I GLOBAL ROTECWN PRODWTS. U.C.
<br />oft W.M.L. Ilr I' view x Tim n) z
<br />@) STOP am GLOBAL MOTEMON PRODUCTS. LLC. MODUCTS. U.C. la" 11� 1i
<br />3"m3"(Wax.) ALUMAMM m LK So saw 1LW a trw
<br />Q*IL FL 33:1 MAIL FL M.
<br />W.V. 9L =I- -we, 20-176 <
<br />a A. !,2 PHONE, 0&4jM9-?bW FAIL FAM
<br />6063-T5 Alurn. ALLOY We m An— . ft, ON _ `T�v
<br />I* LONG W. ��.Lx �"W)ON-M 20-176 to" 6,, mit
<br />oh-olowis. I I
<br />WIL Dow" NA, or x
<br />P't _5 sm " IN EP
<br />A I
<br />SHEET NO.
<br />SH 1,2
<br />
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