|
NOCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A 20) - --
<br />VAX. SAM. 4A/17, SAMAL 207. 40117. sem. 3' VAX
<br />MR. aw/11. FAW/11 a *W/n WWI% imew/19 wm/30 1.
<br />0 0 0 6
<br />, (DIWO
<br />c
<br />UP, ,�L
<br />PAWL LENGTH
<br />-14F MAX.
<br />4�, _M"&LNe 1___T_!,� - _-, --
<br />001.111, N/?/$V . 3/39
<br />W" %IT "Wev - (SEE SCHEDULE)
<br />p
<br />7- , 4
<br />X mAx. IT. IT zr Lopmm?. 4107. U/16. 3- W;XZ
<br />I' WIN. a SwIn IM/116 yw/to a M/ZD I' WIN.
<br />-- ANCHORS (SEE SECTIONS ON SHEVS 17. 18. 19 At 20) -
<br />OPTION #2 FOR UFE SAFETY STDRM PANELa ELEVATION
<br />/4- max. wo
<br />BAN
<br />a ~__oi1vkA "Ad (j)Lff Swm
<br />S,_ - xam
<br />SECTION A -A
<br />SCALE 3/14r-,-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.t.f.) AND
<br />.;F
<br />CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE
<br />No. 44167
<br />Ity Hu one Zoo
<br />Max, PANEL LENGTH 1606 J_ FLORIDA BUILDING CODE (Wgh VotocHy Hu
<br />- S�?o . A
<br />MAXIMUM A.S.D. MINIMUM SEPARATION PANEL RI 20 GAGE GALVAMW STEEL STORM PANEL
<br />DESIGN PRESSURE L (ft.) am" IF,
<br />RATING (P-0 (SEE SECTIONS) TO GLASS CONDITION . .....
<br />CLOM PWMCTKW PROMM Uc.
<br />31 vow
<br />+55.0. -72.0 2 3/4- UNBOLTED MARE. M. JQ34
<br />AN, mt� .Dw-. OwNew-M, 20-06
<br />(NOW40-7i4s, FAK
<br />I'L NALTEN 4 nuAl P.E F09 ow is or III
<br />now Lk� It 4410 1 - I
<br />WOOD HEADER
<br />AEOUIRED
<br />7 4-0 TAPOD"
<br />I I WIN.
<br />1/4'
<br />'a
<br />Nb�.-=-
<br />N, is., w SDOX"
<br />PANEL ON iman 'op j It -
<br />(SEE: NOTE I
<br />W SUVANNIN PANEL LENGTH
<br />TO
<br />ISEE NOTE I on -OW)
<br />mvwm
<br />7/ro x 3/U.
<br />WNG NUT
<br />Lit'
<br />0 or Ot.
<br />nWADED
<br />WOW
<br />G L-1=1 =ah._ . G
<br />EXISTING - StAmmam
<br />"I' V CLASS on? am
<br />sodwi
<br />PANEL LOCIM am I*
<br />(SEE NOTIE I BELOW) PANEL LENGTH
<br />I T I "
<br />(SEE NOW I BELOW)
<br />SS Vs %I/
<br />7/8'0 . 3/32'
<br />WIND NUT
<br />ED
<br />I1ei0W414*SS- M.S. W/
<br />NUT WS'401/3r "INS Mo
<br />1/9*0 x 313r W" W!TO121 OC
<br />3-C ow Immalmom (KVOW) 1 4 0 TAPOOM 0 Or D.C.
<br />r O.C.
<br />-9= 0 r O.C_ wk. THRIADED
<br />Wit STUD)
<br />At MCKNOTO
<br />(IF PLATE
<br />mewom WOOD RATE
<br />Or PLATE KA
<br />PLATE _. � _ . ja:�� PLATE UWALIATM WALL moumpm INSTAUATM
<br />WALL WK A= ALTERMA7NE I
<br />WALL Mm 0 PP17AW
<br />NUA No - _&
<br />_ AM SCALE 3/1r-1*
<br />PANEL a twrm NPARNEL SCALE 311r- I'
<br />SCALE 3/r. I" SCALE 318-- 1'
<br />FLORIDA BUILDING COI
<br />I MMA"Tchs Aim ONLY VALID MR BUILDINGS WTH A.S.O. DESIGN LOWS
<br />ww" two
<br />20 GAGE "LVANIZE9
<br />UP TO .563, -72.0 PSF AM PAMWS LENGTH UP TO W-r
<br />2 FOR NEW WOW rIM1WE CONSTRILKCTION, WOOD IMEMBERS 70 ME SOUTHERN
<br />PIC NO. 2. All SMFC DIONSITY - Or OM OR fOUft_ I* . . % S3 r:
<br />_Lj - _1 �
<br />1/4? S& Us W/
<br />712 ;SVV'IW MR
<br />WASHER (017#010))
<br />INSTALLATION DETAILS FOR OPTION jJ2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1 4' IAPCOII ANCHORS 114;TAPCON ANCHORS I 4;TAPCON ANCHORS lj:4*. TAPCON 0000"
<br />4.1 ir Ot. a D.C. oz� 0 9 D.C.
<br />POURED CONCItm POURED` POURED CONORM
<br />00 CONCRETE a.
<br />Pal"'D
<br />INDCR ftQUPXD oft CONCRETE ON cowwm
<br />BLOCK REOURED BLOCK REN)UP" , .
<br />1/4- rc vLOcw REQUIRED
<br />1/-V
<br />We., f-c
<br />6.0 Loe
<br />IL
<br />G
<br />NIAMALIE ex
<br />CLASS CLAM
<br />TIS,16;
<br />0~
<br />.eWW`N`
<br />_4
<br />CD
<br />E.0 ED,*
<br />/2" W/ ALS6 W1
<br />WNG MO WASHER �/121`WSIG MO WASHER
<br />3/ 2* W)mG MO 12 Ilr O.C, (BEYOND)
<br />WA94ER 0 132 1/2- O.0 (DEVOIRI)
<br />_�4. IAPCON ANCHORS TAPOON ANCHONS
<br />; 4 __W4* TAPOON ANCHORS _____r4' t/r ot. - - - ----- ;z.XCON
<br />=D.C. 4 11r O.C_
<br />B/ CSIAGGIERED W/ STUD) 4 1/2- O.0
<br />_POUKo CONCRETE POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE BLOCK ---KMM COMEA-M
<br />OR CONCRETE BLOCK ON CONCRETE BLOCK OR CONCRETE BLOCK
<br />REWIRED REOURED REOUNIED REQUAM
<br />&TAUATM WAI I NO jtMNQ INMAI I ATION WALL MQUtMNQ IMTAUATMN WALL MQUIMNO RPUAWN
<br />SELTM " X
<br />0 RMA&EL 0 u AM 6 REG" PAMU 9 LuT9mimpANIEL
<br />SCALE 310--l' SCALE 311r-l- SCALE 318*-1* SCALE 3/5'.1"
<br />SEE 04M 10 4 23 FOR &-CHM r,PE a 11!71!
<br />SPACINO MR MSzAUU0vm moo sm wom
<br />"Was NLKDM w Now woom W4 1
<br />WON" ANCHOR VACIM Mo momw
<br />am DIFIANCE AK em"m ON THS 1-- 3
<br />SCHOKAZ AM LO. LESS Two 04=10 ON AAIW I
<br />SCHEMAIL REDUCE AWCmOA i
<br />mLtWLYM $FACING 94M ON SCHEDULE "a CA ow mom
<br />my THE FOLLOWING FACTORS. F_ 1-
<br />To K POSSOM fWaLcm
<br />WMANS ONW" USM FNCWW SHALL MOT
<br />BE LESS THAN WINIMLM SPACKAG. `aA"M
<br />IN EACH ANCHOR TYPE ON THA SCHEDULE
<br />Ir
<br />CODE
<br />1 4 0 O�C. TAPCON & Ir Q.C_
<br />==THREADED MIN. THREADED
<br />AY WOOD AT wow
<br />HEADER HEADER
<br />1/2
<br />1/4
<br />1/4*
<br />WOOD HEADER WOOD HEADED;
<br />Ifin.
<br />REOUNIED Bb".
<br />OUT CORI.
<br />G
<br />1,11-4011 NA 9 Leib's 111:4 F-111MVIAKI]JI ($11mmovilom TwTivi WAFRoMWO ing1wUlic
<br />MOW 6=4 tw-loallelom I
<br />v m
<br />PANEL LENGTH
<br />ON (SCE NOTE I KIM
<br />3
<br />E 1 0. ;ill
<br />2-W WOW PLATE _?/ro . 3/32' WIND NUI
<br />REQUIRED �i N1%SAER 0 It 1/4' O.C.
<br />#14-10 PANELk%tE
<br />6 "40.r_ */I ?fe
<br />WIN PENETRATION
<br />AT Adviiiio Of PLA11
<br />WAU WOUMN INMA"TION
<br />&Z
<br />0 REMMMPBAN&FL.
<br />SCALE 3/w.,.
<br />MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS
<br />UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8*
<br />2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN
<br />NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL
<br />to am
<br />(SEE sommm
<br />Ok BMW III)
<br />'L, Mee.
<br />PANEL LENGTH
<br />(SEE NOW I BELOW)
<br />S's, w& Wj
<br />3/32'
<br />NUT
<br />ED.
<br />2'14' WOW -PLATE 71WO 3/32' WING NUT
<br />REOURED I WASHER 0 (BEYOND)
<br />O'C W1 f
<br />0 G t/4 ei
<br />WIN THREADED PEWTIVITION
<br />AT MKIi&H OF PLATE
<br />WALL MW MTAj �AM
<br />SAFETY PAKIL
<br />SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES
<br />r,.1APCON MICHORS 1,14* 1APCOW AICHORS
<br />O.C,
<br />POURED OOMCmr E rE
<br />OR CONCRETE 14.11C PwoUm=T01cw
<br />REQUIRED REQUIRED
<br />M.A
<br />EZA EMA
<br />w- No
<br />Ample 4
<br />ommue,
<br />EO
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
<br />ROME SULDIMIL IN, mom vemom go 3 3
<br />Well" Now SPACON me AONKM
<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
<br />X�A:Jwkw�,
<br />.. __"I. - Pitow" PRWUM. Ut
<br />_4 �11_ IL EC0,wc em ILe 6 WRIXT
<br />Dow. FL &W.
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
<br />"IMM)
<br />t - --- -------- vw-w
<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />'a
<br />Nb�.-=-
<br />N, is., w SDOX"
<br />PANEL ON iman 'op j It -
<br />(SEE: NOTE I
<br />W SUVANNIN PANEL LENGTH
<br />TO
<br />ISEE NOTE I on -OW)
<br />mvwm
<br />7/ro x 3/U.
<br />WNG NUT
<br />Lit'
<br />0 or Ot.
<br />nWADED
<br />WOW
<br />G L-1=1 =ah._ . G
<br />EXISTING - StAmmam
<br />"I' V CLASS on? am
<br />sodwi
<br />PANEL LOCIM am I*
<br />(SEE NOTIE I BELOW) PANEL LENGTH
<br />I T I "
<br />(SEE NOW I BELOW)
<br />SS Vs %I/
<br />7/8'0 . 3/32'
<br />WIND NUT
<br />ED
<br />I1ei0W414*SS- M.S. W/
<br />NUT WS'401/3r "INS Mo
<br />1/9*0 x 313r W" W!TO121 OC
<br />3-C ow Immalmom (KVOW) 1 4 0 TAPOOM 0 Or D.C.
<br />r O.C.
<br />-9= 0 r O.C_ wk. THRIADED
<br />Wit STUD)
<br />At MCKNOTO
<br />(IF PLATE
<br />mewom WOOD RATE
<br />Or PLATE KA
<br />PLATE _. � _ . ja:�� PLATE UWALIATM WALL moumpm INSTAUATM
<br />WALL WK A= ALTERMA7NE I
<br />WALL Mm 0 PP17AW
<br />NUA No - _&
<br />_ AM SCALE 3/1r-1*
<br />PANEL a twrm NPARNEL SCALE 311r- I'
<br />SCALE 3/r. I" SCALE 318-- 1'
<br />FLORIDA BUILDING COI
<br />I MMA"Tchs Aim ONLY VALID MR BUILDINGS WTH A.S.O. DESIGN LOWS
<br />ww" two
<br />20 GAGE "LVANIZE9
<br />UP TO .563, -72.0 PSF AM PAMWS LENGTH UP TO W-r
<br />2 FOR NEW WOW rIM1WE CONSTRILKCTION, WOOD IMEMBERS 70 ME SOUTHERN
<br />PIC NO. 2. All SMFC DIONSITY - Or OM OR fOUft_ I* . . % S3 r:
<br />_Lj - _1 �
<br />1/4? S& Us W/
<br />712 ;SVV'IW MR
<br />WASHER (017#010))
<br />INSTALLATION DETAILS FOR OPTION jJ2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1 4' IAPCOII ANCHORS 114;TAPCON ANCHORS I 4;TAPCON ANCHORS lj:4*. TAPCON 0000"
<br />4.1 ir Ot. a D.C. oz� 0 9 D.C.
<br />POURED CONCItm POURED` POURED CONORM
<br />00 CONCRETE a.
<br />Pal"'D
<br />INDCR ftQUPXD oft CONCRETE ON cowwm
<br />BLOCK REOURED BLOCK REN)UP" , .
<br />1/4- rc vLOcw REQUIRED
<br />1/-V
<br />We., f-c
<br />6.0 Loe
<br />IL
<br />G
<br />NIAMALIE ex
<br />CLASS CLAM
<br />TIS,16;
<br />0~
<br />.eWW`N`
<br />_4
<br />CD
<br />E.0 ED,*
<br />/2" W/ ALS6 W1
<br />WNG MO WASHER �/121`WSIG MO WASHER
<br />3/ 2* W)mG MO 12 Ilr O.C, (BEYOND)
<br />WA94ER 0 132 1/2- O.0 (DEVOIRI)
<br />_�4. IAPCON ANCHORS TAPOON ANCHONS
<br />; 4 __W4* TAPOON ANCHORS _____r4' t/r ot. - - - ----- ;z.XCON
<br />=D.C. 4 11r O.C_
<br />B/ CSIAGGIERED W/ STUD) 4 1/2- O.0
<br />_POUKo CONCRETE POURED CONCRETE POURED CONCRETE
<br />OR CONCRETE BLOCK ---KMM COMEA-M
<br />OR CONCRETE BLOCK ON CONCRETE BLOCK OR CONCRETE BLOCK
<br />REWIRED REOURED REOUNIED REQUAM
<br />&TAUATM WAI I NO jtMNQ INMAI I ATION WALL MQUtMNQ IMTAUATMN WALL MQUIMNO RPUAWN
<br />SELTM " X
<br />0 RMA&EL 0 u AM 6 REG" PAMU 9 LuT9mimpANIEL
<br />SCALE 310--l' SCALE 311r-l- SCALE 318*-1* SCALE 3/5'.1"
<br />SEE 04M 10 4 23 FOR &-CHM r,PE a 11!71!
<br />SPACINO MR MSzAUU0vm moo sm wom
<br />"Was NLKDM w Now woom W4 1
<br />WON" ANCHOR VACIM Mo momw
<br />am DIFIANCE AK em"m ON THS 1-- 3
<br />SCHOKAZ AM LO. LESS Two 04=10 ON AAIW I
<br />SCHEMAIL REDUCE AWCmOA i
<br />mLtWLYM $FACING 94M ON SCHEDULE "a CA ow mom
<br />my THE FOLLOWING FACTORS. F_ 1-
<br />To K POSSOM fWaLcm
<br />WMANS ONW" USM FNCWW SHALL MOT
<br />BE LESS THAN WINIMLM SPACKAG. `aA"M
<br />IN EACH ANCHOR TYPE ON THA SCHEDULE
<br />Ir
<br />CODE
<br />1 4 0 O�C. TAPCON & Ir Q.C_
<br />==THREADED MIN. THREADED
<br />AY WOOD AT wow
<br />HEADER HEADER
<br />1/2
<br />1/4
<br />1/4*
<br />WOOD HEADER WOOD HEADED;
<br />Ifin.
<br />REOUNIED Bb".
<br />OUT CORI.
<br />G
<br />1,11-4011 NA 9 Leib's 111:4 F-111MVIAKI]JI ($11mmovilom TwTivi WAFRoMWO ing1wUlic
<br />MOW 6=4 tw-loallelom I
<br />v m
<br />PANEL LENGTH
<br />ON (SCE NOTE I KIM
<br />3
<br />E 1 0. ;ill
<br />2-W WOW PLATE _?/ro . 3/32' WIND NUI
<br />REQUIRED �i N1%SAER 0 It 1/4' O.C.
<br />#14-10 PANELk%tE
<br />6 "40.r_ */I ?fe
<br />WIN PENETRATION
<br />AT Adviiiio Of PLA11
<br />WAU WOUMN INMA"TION
<br />&Z
<br />0 REMMMPBAN&FL.
<br />SCALE 3/w.,.
<br />MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS
<br />UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8*
<br />2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN
<br />NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL
<br />to am
<br />(SEE sommm
<br />Ok BMW III)
<br />'L, Mee.
<br />PANEL LENGTH
<br />(SEE NOW I BELOW)
<br />S's, w& Wj
<br />3/32'
<br />NUT
<br />ED.
<br />2'14' WOW -PLATE 71WO 3/32' WING NUT
<br />REOURED I WASHER 0 (BEYOND)
<br />O'C W1 f
<br />0 G t/4 ei
<br />WIN THREADED PEWTIVITION
<br />AT MKIi&H OF PLATE
<br />WALL MW MTAj �AM
<br />SAFETY PAKIL
<br />SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES
<br />r,.1APCON MICHORS 1,14* 1APCOW AICHORS
<br />O.C,
<br />POURED OOMCmr E rE
<br />OR CONCRETE 14.11C PwoUm=T01cw
<br />REQUIRED REQUIRED
<br />M.A
<br />EZA EMA
<br />w- No
<br />Ample 4
<br />ommue,
<br />EO
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
<br />ROME SULDIMIL IN, mom vemom go 3 3
<br />Well" Now SPACON me AONKM
<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
<br />X�A:Jwkw�,
<br />.. __"I. - Pitow" PRWUM. Ut
<br />_4 �11_ IL EC0,wc em ILe 6 WRIXT
<br />Dow. FL &W.
<br />IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175
<br />-pom-� Ae am-
<br />M-1 - WIANNA; ft
<br />$KIM A I" ti P.I_
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<br />In
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
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<br />STORM PANE 2.-70' 40 X L. >
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<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
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<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
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<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
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<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
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<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
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<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
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<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
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<br />R. JJOI. tbftlto FL 3XI
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<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
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<br />SHEET NO.
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<br />1 4 0 O�C. TAPCON & Ir Q.C_
<br />==THREADED MIN. THREADED
<br />AY WOOD AT wow
<br />HEADER HEADER
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<br />1/4
<br />1/4*
<br />WOOD HEADER WOOD HEADED;
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<br />REOUNIED Bb".
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<br />3
<br />E 1 0. ;ill
<br />2-W WOW PLATE _?/ro . 3/32' WIND NUI
<br />REQUIRED �i N1%SAER 0 It 1/4' O.C.
<br />#14-10 PANELk%tE
<br />6 "40.r_ */I ?fe
<br />WIN PENETRATION
<br />AT Adviiiio Of PLA11
<br />WAU WOUMN INMA"TION
<br />&Z
<br />0 REMMMPBAN&FL.
<br />SCALE 3/w.,.
<br />MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS
<br />UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8*
<br />2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN
<br />NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL
<br />to am
<br />(SEE sommm
<br />Ok BMW III)
<br />'L, Mee.
<br />PANEL LENGTH
<br />(SEE NOW I BELOW)
<br />S's, w& Wj
<br />3/32'
<br />NUT
<br />ED.
<br />2'14' WOW -PLATE 71WO 3/32' WING NUT
<br />REOURED I WASHER 0 (BEYOND)
<br />O'C W1 f
<br />0 G t/4 ei
<br />WIN THREADED PEWTIVITION
<br />AT MKIi&H OF PLATE
<br />WALL MW MTAj �AM
<br />SAFETY PAKIL
<br />SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES
<br />r,.1APCON MICHORS 1,14* 1APCOW AICHORS
<br />O.C,
<br />POURED OOMCmr E rE
<br />OR CONCRETE 14.11C PwoUm=T01cw
<br />REQUIRED REQUIRED
<br />M.A
<br />EZA EMA
<br />w- No
<br />Ample 4
<br />ommue,
<br />EO
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
<br />ROME SULDIMIL IN, mom vemom go 3 3
<br />Well" Now SPACON me AONKM
<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
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<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
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<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />E 1 0. ;ill
<br />2-W WOW PLATE _?/ro . 3/32' WIND NUI
<br />REQUIRED �i N1%SAER 0 It 1/4' O.C.
<br />#14-10 PANELk%tE
<br />6 "40.r_ */I ?fe
<br />WIN PENETRATION
<br />AT Adviiiio Of PLA11
<br />WAU WOUMN INMA"TION
<br />&Z
<br />0 REMMMPBAN&FL.
<br />SCALE 3/w.,.
<br />MM1. *61ALLATIONS ARE ONLY VAU0 FOR BUILDINGS WITH &SD+ DESIGN LOADS
<br />UP To +55.5. -72.0 PSF AND PAPOWS LEHM UP TO 8'-8*
<br />2- FOR WW WOO15, FRAME CONISTRIA-TION, WOW MEMBERS TO BE SOUTHERN
<br />NNE No 2. W/ SPECIFIC DEIMSTTY OF 0.55 OR EOLAL
<br />to am
<br />(SEE sommm
<br />Ok BMW III)
<br />'L, Mee.
<br />PANEL LENGTH
<br />(SEE NOW I BELOW)
<br />S's, w& Wj
<br />3/32'
<br />NUT
<br />ED.
<br />2'14' WOW -PLATE 71WO 3/32' WING NUT
<br />REOURED I WASHER 0 (BEYOND)
<br />O'C W1 f
<br />0 G t/4 ei
<br />WIN THREADED PEWTIVITION
<br />AT MKIi&H OF PLATE
<br />WALL MW MTAj �AM
<br />SAFETY PAKIL
<br />SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES
<br />r,.1APCON MICHORS 1,14* 1APCOW AICHORS
<br />O.C,
<br />POURED OOMCmr E rE
<br />OR CONCRETE 14.11C PwoUm=T01cw
<br />REQUIRED REQUIRED
<br />M.A
<br />EZA EMA
<br />w- No
<br />Ample 4
<br />ommue,
<br />EO
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
<br />ROME SULDIMIL IN, mom vemom go 3 3
<br />Well" Now SPACON me AONKM
<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
<br />X�A:Jwkw�,
<br />.. __"I. - Pitow" PRWUM. Ut
<br />_4 �11_ IL EC0,wc em ILe 6 WRIXT
<br />Dow. FL &W.
<br />IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175
<br />-pom-� Ae am-
<br />M-1 - WIANNA; ft
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
<br />"IMM)
<br />t - --- -------- vw-w
<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
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<br />SHEET NO.
<br />SH 1.21
<br />to am
<br />(SEE sommm
<br />Ok BMW III)
<br />'L, Mee.
<br />PANEL LENGTH
<br />(SEE NOW I BELOW)
<br />S's, w& Wj
<br />3/32'
<br />NUT
<br />ED.
<br />2'14' WOW -PLATE 71WO 3/32' WING NUT
<br />REOURED I WASHER 0 (BEYOND)
<br />O'C W1 f
<br />0 G t/4 ei
<br />WIN THREADED PEWTIVITION
<br />AT MKIi&H OF PLATE
<br />WALL MW MTAj �AM
<br />SAFETY PAKIL
<br />SCALE 3/8-- 1 - FLORIDA BUILDING CODE fifich
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCREJE OR CONCRETE BLOCK STRUCTURES
<br />r,.1APCON MICHORS 1,14* 1APCOW AICHORS
<br />O.C,
<br />POURED OOMCmr E rE
<br />OR CONCRETE 14.11C PwoUm=T01cw
<br />REQUIRED REQUIRED
<br />M.A
<br />EZA EMA
<br />w- No
<br />Ample 4
<br />ommue,
<br />EO
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
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<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
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<br />"%*M= Sim EDGE J-
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<br />SEE NOW 2, 3, 4 mum
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<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />0 LAIAFE PLUS *1
<br />4jio . 0 � srr W%XI NUT WASHM
<br />exam CONCRETE
<br />OR CONCRETE OLD"
<br />RMARto
<br />WALL MQVJ�LLATM
<br />III REGULAR PANEL
<br />vour jX-1,
<br />ME SWEET I a, 20 MR MANORS WK a TIME ---�/TtL '/". -
<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
<br />ROME SULDIMIL IN, mom vemom go 3 3
<br />Well" Now SPACON me AONKM
<br />CODE MUA.= AK &OCANIII ON wo; ON, *xwo momex J b
<br />SCNIVALE FOR ED. LM TIAN mawtv W. 31/2
<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
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<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
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<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
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<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
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<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
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<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
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<br />R. JJOI. tbftlto FL 3XI
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<br />svow VOR 6orALLCOS INTO WOO11 INNOW RUN
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<br />SCH1DUUE RIDUCIF ANCHOR 9100110 In
<br />MLLTIPLY" ]FACING smowm ON SOMERALS AMA m mm on""
<br />III THE fOLLMM FACRIM MR THIS
<br />OPERATION 10 K POSSIBLE. I==
<br />VACM MMM USMO FACION SmALL NOT 2 jtr�
<br />WE LOS TWA WOMAN SPACING MICATID I I
<br />FIX` FN`M ANCHOR TM a" THIS Soaka
<br />3 vIr
<br />_fi4-10-0 PARELMATE PLUS W/
<br />7/Jrf - 3/3r WNG NUT WASHER
<br />(KYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE KOCK
<br />REOL11110
<br />WAU kjQytffW I A I ATION
<br />Mm
<br />IL URE PANQ
<br />SCAI E 3/0--1 -
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<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
<br />X�A:Jwkw�,
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
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<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />FLORMA
<br />9EMN wm mom Row-mm
<br />I E-Z HAJ4C STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BM VERIFIED FOR COMPUMINCE IN IL 0) MINIMUM EMBEDMENT OF TAPCOk ANCHORS AND PANELMAII FICIA&LE 0 & PAKELMATE PLU5 INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (Aft EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />OCSIGN WIND U)AOS SMALL BE DETERMINED AS MR SECTION 1620OF THE ABOVE MENTIONED CODL 9.2) MINIMUM EMOMMD(T OF 1/4-0 X 7/1r CAUK-0 ANCHORS SHALL BE 15 7/r WTO CONCRETE.
<br />FOR A wtw SPEED As REQUIRED BY THE AIRISDICTION WHEAE THESE SHUTTERS IMUL BE INSIAILLED Me NO EMBEDMENT Iwo ANY FINISH WATERVA. SHAILL BE PERMITTED,
<br />FOR A OWdrMHAUrV FACTOR Kd.0.65. USING ASIDE 7-16 AND SHALL NOT EXCEED THE WARJUM (A.So.) 1/4' 0-20 SS SIDEWALK BOLTS USED 94ALL BE LONG ENOL)GH(SHMO ANY FINISH MATERIAL EXIST) TO
<br />IN ON" TO VERIFY THE ABOVE CONDIFION, ULTIMATE MIGN WV40 LOADS DETERMINED PER A= 7-15
<br />94ALL BE FIRST REDUCLM M A&D. DESIGN fto LONDS BY MULTIPLYING THDA BY 0.6 IN ON" To &3) A CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMTLNG WALL
<br />To COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 111 24. N"ORS SHALL BE LOW DMG14 TO REACH THE MAIN STRUCTIARIE BEHIND RICH FINCELS. ANCIMA"
<br />:N ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TEM WERE NOT OVER STRESSED, A &14 INCREASE SMALL, BE AS M1147041) IN BA) AND 04 8.2).
<br />N AU.OWAKE STRW FOR WPM LOADS WAS AM USO IN "" ANALYSIS FASTENERS SPACING TO WOOD HAS KEN
<br />DUERMIMM IN ACCORDANCE WITH W.O.S� 2015 (C) ANCHOWS SHAa BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHM'S
<br />STORM PAWL'S ADEQLINCY FOR IMPACT AND FATIGUE RESISFAMM HAS BCEk VEWIED ft ACCORDANCE INTH SECTION 1626 or MANUFACTURER .
<br />THE ABOVE MENTIONIED CODE AS PER FINASTFULTION TESTING LABORATORY. INC REPORT f 2032. AS PROTOCOLS IAS-201, 11 IT SHALL BE THE RIESPONSIEPUTY OF THE CONTRA" TO VERIFY THE SOUNDNIESS OF THE STRI)CYLIRE 04M SHUTTER
<br />TAS-202 AND IAS-203. IS TO BE ATTACHED TO OSURE PROPER ANCHORIAGE. IN* SHUTTER SHALL ONLY BE ATTACHED To coo,� EALOCX
<br />2 INS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING INE OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />INSIDE W/O THE USE OF A LADDER OR LWT THIS APPLICATION IS VWD WHEN INSTALLATION 5 INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPOW)IT CODES WHICH REMAIN 00 CONTINUOUS
<br />FROM THE INSIDE: OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNMD/RAVN INTRUSION CAULK AND MAIL. SHILIll'EIR TRACKS ALL AaCUW FULL
<br />3. SERIES 1000 INSTALLATION 15 APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHM INSTALLATION ra REOUfto fo BE LTNM�
<br />PERFORMED FROM THE ASIDE Or STRUCTURE 13 STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS WICATED IN THIS ORNWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200D INSTALLATION IS APPU1CA&E 70 SINGUE AND DOUBLE HUNG AND HORIZONTAL SLIOM STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE JURISDICTION W4E1RE PERMIT IS APPLIED TO.
<br />INSTALLATION 5 REDUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. PC. E - Z HAND STORM PANEL SYSTEM- is FWW 00cm
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-75 ALLOY W TDAPM (UNUESS OTHMISE NOTED) 15.(G) THIS PRODUCT EVA"71ON MEUMENT (P.E-D.) PREPARED BY THIS ENGINEER is GDAM AND DM NOT PROVIDE
<br />fi� ALL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-MI4 ALADY, INFORMAIION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE Snr CONDITIONS OEVWITE FROM THE P.EZ
<br />(b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SULDCTIGN. KOCHAM AND NWmjATWN1 MLUDIW, LIFE SAFETY OF
<br />I- ALL SIM SHEET METAL PANCUS SPALL HAVE STRUCTURAL QUALITY STEEL ASTM "S3 GRAM SO Min-, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P-E.D. PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.3 kol (AFM ROULED)� THIS DOCUMENT CONSTRUCTION SAFETY AT SITE is THE CONTRACMn RESPONSMM.
<br />8 ALL SCREWS TO BE STAINALM STEEL 304 OR 316 INS SEINES OR CORROSIOk RESISTANT CQ%TU CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL Of CONSIDERED RNAUD W mowim.
<br />$0018 */ 50 kbJ YIELD STRENGTH AND 90 b0i TENSILE PROWTH AL SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON 2411.3.3-4 (d) SITE SPECIFIC PROJECTS SHVILL BE PREPARED BY A FLORIDA REGSTERM ENGINEER OR ARCKITM WHICH WILL
<br />9. BOLTS TO BE ASTIA A-3117 GALVANIZED STM_ OR AM 304 SERIES STAINLESS STEEL. WITH 36 e. MINIMUM VIELD STRENGTH BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DEUGATED 04ONEER TO THE P.E.D. EPIGNMEM. SK%L1
<br />10 ANCHORS TO WAU. SM01L BE AS FOLLOWS: suaw To THIS LATTO Y14E SITE SPECIFIC DRAIMINGS FOR REVIEW
<br />(e) TAG P ED. SHAILL BEAR THE DATE AND OR`GPW SEAL AND SIGNATURE OF THE PROFESSIONAL IDNOWER or
<br />t/00 TAPCO14 ANCHORS AS MANLIFACTURM BY ITW. &A.M. INC. (MIN. I*c-3112 p.&i) RECORD TN4T PREPARM (I
<br />1 /4* 0 X 7/8' CALK -IN ANCHORS. AS MANLWACIURED BY DEWAIT W_ (MIN. 1.-Xm p,.Q 16. SMRM PANEL MANUFACIVRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM FARtL IN
<br />014-tO PANDAVIIE FEMALE 10 A PANaMATIE PUS ANICkOft. AS MANILWACTUM By EUCO CONSTRUCTION PRODucTs ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LAEIEL SK4L.L BE PLACED FOR EVERY OPENING
<br />(f,3350 P.o) L40EUNG TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE
<br />AA) MR4WUM EMBEDMENT OF TAPCON ANCHORS INTO POL%O CONICRETE SKALL BE 1 3/4- AND 2- FOR PAND.MATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />AZ) MINIMUM EMINEDMIENT OF t/4-0 V 7/8- CALX-IN ANCHORS SK#,LL BE IS 715- INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MOLTERMIL SK46LL BE PERMrTTM
<br />1/4' P-20 SS SIDEWALX BOLTS USIED SHALL BE LONG ENMX;H(SHDULD ANY FINISH MATERIAL EXIST) To ENGAGE 3/4*
<br />0111D ANCHORS.
<br />IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAWI.S. OR PAVERS BE VOUNG ON THE DUSTING WALL OR
<br />'�GEN
<br />FLOOR. ANCHM SHALL BE LONG ENOUGH TO REACH THE NOUN STRUCTURE BEHIND SUCH PANELS. ANCMDRACE SMALL
<br />BE AS MENTINM IN A.1) AND IN A-2). 41
<br />(8) 10 EXISTING CONCRETE BL&-, oft, NO. 44167
<br />Ar
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IT W, BURLOEX. WC S-0 FLORIDA OWLD" CODE (Mgh Velocity Nu am Zone) I
<br />rp
<br />-0, 20 UGE GALVANEEED STEEL STORM PANEL
<br />1/4 ' 0 X 7/8" CALX-IN ANCHORS, AS MANUFACTURED By OEWALT INC (f.-I 500 p a i,)
<br />- #1 4-10 PANEL.MATE rEMAUt 0 AND PAN8jmTr PLUS ANICAM. AS MANUFACTURED BY ELCO CONSTRUCTION or
<br />PRODUCTS
<br />X�A:Jwkw�,
<br />.. __"I. - Pitow" PRWUM. Ut
<br />_4 �11_ IL EC0,wc em ILe 6 WRIXT
<br />Dow. FL &W.
<br />IN, - AKINKIL APN mom "")MO-75A FAA, ")on-Vw 20-175
<br />-pom-� Ae am-
<br />M-1 - WIANNA; ft
<br />$KIM A I" ti P.I_
<br />FUS" Lk 0 1 11 OF a
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<br />>
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
<br />"IMM)
<br />t - --- -------- vw-w
<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />z
<br />z
<br />w
<br />mi
<br />C*4
<br />CL)
<br />L.0
<br />C3
<br />CL. - C=
<br />V� C=
<br />cm
<br />LL_
<br />CL_
<br />C=)
<br />Z 0,
<br />,j
<br />3c m
<br />L cu
<br />CL)
<br />CE 2
<br />In
<br />CS
<br />u
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
<br />"IMM)
<br />t - --- -------- vw-w
<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />C*4
<br />CL)
<br />L.0
<br />C3
<br />CL. - C=
<br />V� C=
<br />cm
<br />LL_
<br />CL_
<br />C=)
<br />Z 0,
<br />,j
<br />3c m
<br />L cu
<br />CL)
<br />CE 2
<br />In
<br />CS
<br />u
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 INSTALLATION '-D" FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCAIJE 1/2-1 j_j* sm� V/24 r.'/2;""' (SEE "m 2 MOUNI, r mee 2'/24 le V/24 (m HIRE 3 BELOW) PANELCUINTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 Lw.H FDA CO11KAE7It SOL r CONCRETE ANC.0115 Iq
<br />'0w," (m $014mull ON sman a)- M.
<br />wo.
<br />wk a 2
<br />IUAs an Z
<br />__,5.IW (TOTAL WK") 2.250' 600com Awm
<br />-9.w nz 4 4
<br />cn
<br />12100- (EFFECTIVE W01H1j- NO
<br />ow 30
<br />1/4' -T ---I M ,
<br />t
<br />Irp, 2 T SUM WON, I
<br />3w- Ij PAPER)
<br />_500' 71 T 11 60 X . %, L. I Num
<br />"%*M= Sim EDGE J-
<br />AM -633 latem PANEL) FAMI� PANEL) of",eff'o
<br />A_
<br />WAIVED ONCE 50 kW*" DETAIL wr HIM 2. S. 4 BOJIM DID PNCL) 4 BUD Nm 4 vR
<br />SEE NOW 2, 3, 4 mum
<br />11 1. 1
<br />r-10 ONLY. IIV,7 4 .1
<br />"IMM)
<br />t - --- -------- vw-w
<br />44Jr
<br />m cu
<br />IF
<br />W/ - I I I
<br />1 H, 1 1 1 KIM,
<br />STORM PANE 2.-70' 40 X L. >
<br />40 % -L' T
<br />REWRSFO *tJ* TRACK 11111 11 1 11 11 1 SEE eocuu,
<br />RIEVERSM *h' TRACK
<br />0 1 N SEE soem"
<br />FAMELMAIT cryp.) FORM. new WE 1043NUE CL
<br />SET NOTE 4 9�aDw_ 3i SEPAPAXION SEPANum wzzw_
<br />MR 10 MAIN. M CLAM ON ow m
<br />so. c WAY BE soopmroc
<br />Five;L's-poo UP co"C" 4404m. $a nor 11 m A.
<br />I %h a-
<br />W/ NOR" EDOE. SEE AV TO Guam.
<br />TooE
<br />OR WAO TO HE INSTALLED AT EACH AUNNIT An,
<br />ALIMAYS
<br />PAZ%
<br />TYPICAL ELEVATION FOR 2000 RIAP HANDLE TO FE Typr-AL E
<br />E-Z BING RM P IF XTENDEII TO WE INIFEALUED FIM mim of sfmUCTURE. I 4_0
<br />ANEL LM
<br />Mis" OF SrRUCTLVW_ E-Z HANG STORM PANE
<br />%
<br />-1/4"Mu, UP
<br />:3
<br />ISOMEIRIC VIEW DETAIL A oocr
<br />END UP W/ HEMMED EWE j
<br />ROL40M CORNER 0 ENDS OF PANE 'S SECTION 0
<br />SEMON A SAM
<br />2 ow Z \ 7 77 7 Z 7_7 -77"7/ j\_7 \_7 \17
<br />.
<br />(N.T.S) NU VW - 11 mmum
<br />006
<br />(1). DMM= OLSENS-IffiDt E - Z HAND STORM PANEX SYSTEM COWJSW OF PAWL L
<br />TRACKS AT TOP A PMamAn nus OR is* LONG
<br />(rAY BOTTOM W/ PANim"Tts. cu
<br />(1). DEFINITICIN _2EMS-M: E - Z HAING STORM PANEL SYSTEM CONSISTING Of PANEX -
<br />C-1. TRACKS TOP & BOTTOM. (2)� END PAWLS SHAU ALWAYS WE CONW7
<br />j. EXI NO, BY w to
<br />TRACK
<br />SMALL BE
<br />EAjE 2"x5*Adpx,) ALUM, PAWLMATES OR. MFUSM
<br />0-m
<br />(2) 80,=SHAU. ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 00 C.W I. PAN" IN, Iv
<br />PPOIADM AT TOP OF SLJCN PANELS cm)
<br />6061-TS Aburn. ALLOY UK
<br />(3), IF END PANELS ARE WNG Pan WALL ANQ INRECT mawam IMT,
<br />r 125* TRACK. CONNECTION SHALL CONSIST OF DESCRIBEID 0 worn W7 cn
<br />"Z/r TO Nuy OR I/Z"6314" W. THUMBSCREW` WALL hMfmwo 11bw.
<br />/A*- le M.S. 'u, vm
<br />7 TI Ay PROVIDED AT TOP OF SUCH PANELS cu
<br />I= BOTTOM TIC" OF FASTENERS AT EITHER OF TWO (3). FOR CASES WHEN END PANELS AM USE JOI FLOOR TO C
<br />EXTERIOR FLAT rIANGES OF END PANEL 00 PAWLS ARE NOT O0NNW.-Y.v.A�4c&TRA%.TS-TOP BAR SLUM S, a INST,
<br />&,1WW34' SCAM 3/11-1* WALE 3/8-1,
<br />- -------- PECS 00" ON NOTE (3) AMC IN SUCH CASE. CONNECTION OF PANELS EXISTING SILL ONE INTEVOlit PANEL IL m
<br />(4). IN CASE THAT TOM I- A STOP BAN 9".00 OU-11 IRJILE) IfiEdliMQUOTA
<br />IS ONLY USED 7 EAST AIDC=�Z BE CONNECTEDCA BOTTOM TRACK (4). M=RXALLA7= WWM DO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ME
<br />USING S MAY BE USED JOINTLY W/ TKR%NLCLK �CAT Z
<br />TO BOTTOM TRAC VAY OCCUR AT ANY PANEL LOCATION. BOTTOM TRACK TO WALL w a M; No If
<br />A. 11 TWO PANELAILAITIES FOLLOWING; i SHOWN ON ELEVATION 4 We 1 .1.4% lk
<br />WAKIL.I. row c v
<br />055 (Trp.) (5) SEE SECTION 1'. 3. 4' ON SHM 24. SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTANCE. FOR USED At I ft IONIC..
<br />750' NOT NEED TO BE CONNECTM I v rm WOOLLAT" net � 40
<br />- ,, . 'u Xrw
<br />FIRS w
<br />SUCH THAT AMMENT PAM" Q LEFT At =3
<br />% - I" OVERLAPS RETAINED BY (2),
<br />�J
<br />NO. 44167 't NO. 44167
<br />FIMIDA BUILDING CODE (High Valwity Nu me to") FLORIDA BUILDING CODE (High Volochy Nu can* Zone)l 0 :!Atlm T=0uMr#M =CAN BE FLORIDA SUILDING CODE (1419h Velocity mu cans Zone)
<br />CoMeM Ix
<br />0200 ft"m PC. rp 7 emna vum m TA Now IF
<br />o&". &I. am" Oft" 1w
<br />OF 20 GAGE GALVANIZED STEEL SM PANEL j No. 4 16 20 GM GALVANIZED STEEL STORM PANEL 20 WA G&VAMM STEEL PANEL z
<br />ORI EIL IVA W
<br />W/UAM QUAIL I I w::_
<br />ST OF -QZE GLOUL MTECWN SCALL. Ilr I' vww 00L z
<br />STOP BAR OLDM MTECTM PROCILCM, ORE. FROCKIM LW. *F/m/mD mom mmam PRowim LLic.
<br />MOO S. a smw OWN, IUI, III SWEET, 4M 11.0. 51
<br />R. JJOI. tbftlto FL 3XI
<br />3*m3'(idoxj ALUM, ANGLE ONAL fl. 30314 0
<br />FAM, ("a -am P.OpL. tio4ow-mm. ra, (WHWNW_eTei 20-176 <
<br />I I' LONG NAI 20-176 AN, AN N%1KE 20-176
<br />6063-T5 Alum. AUJDY M-N
<br />PE, Wft/mcmnm/wx "'M 6w 00,01131 Aim A`�. P.C.
<br />awom ok-Owbrill
<br />000 A. VILLA PL SAINT n or 31
<br />1& 1 0167 L 4 ;,momr.orm; a -
<br />SHEET NO.
<br />SH 1.21
<br />SHEET NO.
<br />SH 1.21
<br />
|