|
------- '•""•^-` (SIDE 3ECIIONS ON !MEETS 17. 1& 1• & 20)---.--.---
<br />r MAX. 2,�/f7. 0/17. AvIll. 11101. M/17, B�/ 1. r NAM.
<br />I. MN. 6AW/1% 7Aw//s a MW/2a MR/to. TBW/16 a W/o I- MN1- M N.
<br />4t I O -- O O O O 'I 1 O
<br />iq I i 11 IwHIL i I 11 »F
<br />T-7-T I 3F,' wL 11 ` A PANS MAX. rN
<br />I II :,•xI MR MNet .Y I_-.i '-i -�---"t' ---�--I (SEE SCHERRn
<br />WI• MM M LNR a EEHI ,Y16L
<br />MAX. SA/17, •A/17, ey,a, �H7, 4%1.1. s a 4
<br />I.
<br />MN. aMWnB. 7w//a a w/2o >EI N6W/1L ,B+r/16 a �F/26 1• �""''-77
<br />+--------------MICNONS (SEE SECTIONS ON MEETS 17, 10. 1a At 20)-
<br />OPTION #2 FOR LIFE SAFETY STORM PANELn ELEVATION
<br />SCAM 3/Ir-1' ,/r m w
<br />j�-11 �•1� sI.1Nal�1
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.a.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />8'-8.
<br />2 3/4'
<br />UNBOLTED
<br />/
<br />IaL
<br />-
<br />1 w TAYINI • r as
<br />1 , MEN mTtl COED
<br />N IA001
<br />,n• 1/A.
<br />i i
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<br />, ••a tAPDaN • r ac.
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<br />-B6 sOROMF...
<br />!
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<br />RAIIRmw000 PLATEl_Wo00 PUTN
<br />ML kPILMOR AM Own
<br />I
<br />ILWM
<br />rDEa JJ
<br />1. 06RLLAT" AM ONLY U" FOA RMDEOS CORN "a. DORM LOAM
<br />UP TO •44 L -72A pr PAD Pons WIDTH NIP 70 a'-r.
<br />2. IN MON PEE NM 2 0 W/ WOO NAY FWAIS a O-M O 1 `MODES TO K fOVO16N
<br />R7/sYL ALL
<br />�' WNO MR
<br />a /2 //r Of -
<br />WPM 0 r Oj
<br />ATOM 19 Mft my l
<br />K
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1-)
<br />_-1L000' (Err21CXK 1,O7HQ-_
<br />-_ 1/4•
<br />EDGE
<br />7
<br />L 34i� I
<br />mwmm am
<br />TYP. MIN A-453
<br />T'
<br />DETAL AJ
<br />EDK DIME N YMIIA
<br />'
<br />--------------------------
<br />t.
<br />1.3bp -
<br />® staRu PANEL
<br />PMMMI Do Ili `14',.
<br />W/ KI[11UN COON. �.
<br />�AOL L&N'
<br />ISOMETRIC THEW DETAIL A
<br />2.6w
<br />ROUNDED COMM •ENDS OF PANELS
<br />126'
<br />END UP W/ HEMMEO LDOE.
<br />-}__--I
<br />(N.T.S)
<br />'----2.OW
<br />'1 TRICK
<br />r-� �.125'
<br />I 1
<br />OWy3w��� ALUM, ANC C MULM
<br />--- 1,• LONE
<br />8053-75 NMI. ALLOY
<br />33
<br />O mmys Q Ohl Mt=
<br />.Ter T-200•
<br />R+ y7(sD•
<br />1
<br />ILYP•1
<br />, 1 ♦ K
<br />6081 T6 Amn. AHOY
<br />SCALE 3/r.1-
<br />TM'CON • r O.C.
<br />Al WOO
<br />v
<br />PANEL U NOTH
<br />T I snow)
<br />I
<br />I
<br />I
<br />i
<br />W/
<br />MIT
<br />© REVERSED 'Uw TRACK
<br />125•
<br />1
<br />I
<br />2.000'
<br />' n2a•
<br />© 2wRSwOdow-` AI M M. AN C
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />,,(` INTO EXISTING POURED CONCRETE OR CONCR��ErE BLOCK STRUCTURES J
<br />i t � AN CHI --.. r O.C.�H (- i r OMGW � ! Y OMICON A N HENS
<br />It.00K ® IIIFc- .a � mmI
<br />• I
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<br />3/32' MNO NUT 3/32• WING
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<br />TAPWN
<br />ANCHM
<br />1 (WtaIN6ERED W/ 91UD) Imp (BIA666I[D W/ NL0)
<br />CONCRETE
<br />ALL
<br />dt CONCRETE @I= 011 CONWIT[ 6LOOc
<br />ILL y04U�NNI.. Rtwimm
<br />'� Ew7iY
<br />S01ILE 3/a'-1' SCALE 3/a'-1•
<br />to• e0 f0A A TINS •
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<br />P6w3Aints 600o
<br />I
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<br />a
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<br />WOMAN ANCHOR PAOM AND MEtEAM
<br />am offum ARE loom ON TI
<br />��
<br />•wallwo Na.aa• N
<br />a
<br />IClm" FOR EA UDI TMN omm m ON
<br />$amm" NROAX AND" sM4 w r
<br />MA IOL"s Opt" O, I ON sonm "
<br />N 11,11 FOLLOMO Fwmw no TII
<br />OPOMNION 70 EE PPOND"111a11RED
<br />woom H60Wm umPww •INL NOT
<br />NC Dm FNMA MMWAM e1MC4O IIIOATm
<br />FORNAOI now "m N Two Sam"
<br />"WM
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<br />IMA Y ON UNIONS
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<br />_
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<br />SCALE 3/6•-1-
<br />mm
<br />1. II6TMUIONS ARE ONLY VALID FOR NILONOS WINS A.&D CC" LO
<br />UP M 456.5, -74.0 PUr AND ►ANEL'$ LENGTH tip TO 6'-6•.
<br />2. FOR NEW Won FRAME CONSTAUCTONC WOOD MEMBERS TO A SOVDKIN
<br />NNE NO. 2. W/ VECWC ODISM OF O.B6 00 BDIALL.
<br />iL' • i I
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<br />WALL
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<br />6EOUIIm ss
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<br />SCALE 3/r.I*
<br />y�7�
<br />:� SCALE 3/r-1-
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<br />THWAM
<br />t WOOD
<br />A I 1
<br />m6aTal a�iH i a'DiNp - ! '
<br />0LA65 ! i
<br />20.1- 1 f�fS� 1 NOTE I KLOIQ
<br />3• Ma 2724p, 1724
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<br />Mw� Hg1OM ,M, - t' ML AT 6D MIaIS)
<br />a �A ®w/ A w/b�'', ® • wna
<br />LAID` NAM& (m� TO B a6rMlm d tACM »• • LpPK(T/WPN0A4RMw1<ALrAYt K PwPAOm M cM
<br />O". 1.TALMAM NB INIOYWED w AM RM IMIB{L n FAaIEAiE INMrMUWD�
<br />ABM HANDLE TD FAauIrE IH / M� A ID 6c rNRAUlD FROM
<br />E-t HANfi STORY PANE a p6'""� fA01 E-t HANG STORM PAN" SYSTEM
<br />6aa2 , NORR 1
<br />1/4• LYL OW®W/ yf
<br />/•• ,rd ar 1/4' VN w L4 -IN.. DAP
<br />AA RI/0 ®. ® I 1
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<br />TOLL Ydr . +'
<br />Mons
<br />(T). OF7aITIOM OF SF1NFx 1ma E - 2 HAND STOW PO4L SYSTEM C0166TNG Of PANEL 4
<br />AT TOP a PAWLIMn PLUS OR Ir LONG
<br />(1). DEFINDONLOr Koors 2M&, E - 2 HANG SIM PAWL SYSTEM CONSISTING OF PANEL a V a = r/ PAPICARM
<br />CAM. TRACKS TOP a MOTTOM. (2). DID PANES SMALL ALMS N COMKCfFp TO pp��wO Su *ALL Wr MEANS OF
<br />(2). jpD RMELS SWWLL MAYS K CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP AR PMELWTES OA. r U8[A Y W/ 16 LO0 Q) TMCII d END PANELS
<br />( 9MLL. IE MLVL4M AT TOP Or SUCH PON". MALL K CGNIECIFD 10 r/ 1 4Y-20LT EX
<br />w/ 7�
<br />WIT NK cO wrTm YA. MO TAPED M
<br />(3). r E0 ME 7 4D'Ef011 1MCK. CONI[CTON SHALL COBALT OF OE9CI6KD ON iqR
<br />1//1 t• M.S. w 7 3T B•O HUT Olt 1 1'axJ/•' MALL TNNWgKw (�
<br />Nr0 7 gT7py TON OF fASTDiWt iAr BE AT EITHER OF TWO (3). FOR CAR TWEN ETD PANELS Ali USE JONRLY W/ IS- LAND X AT
<br />ExtEReR T rTNAES a Ei0 PNEL �now SUE 00 PAN" ME NOT CONNECTED TO SD1T011 TRACK A STOP Wt
<br />@I ANAL W PROWOED AT TOP OF BUCK FA ELS.
<br />(4). INCASE THAT 0ND M1EL5 AM N7O�TT CONNECTED 10 BOTTOM TAAW (La. A STOP 00 (4)SMALL K CONNECTED 70 BOTTOM TRACK. NOR OWNUTOM WHEN E0 PANMOUNTED TO 011011ING SILLS(ELLS AND SOME WWWR PANELS ME DIRECTLY
<br />UBIIO EPICS ANOrAIM ONE WISH" PAWL
<br />T01'PW) OM NOT[ (3) HOVE. AI SUCH G4E. CONNECTION 01 MIr15 PM'1[LMATESY 8PIO CAI OF ARACHOOD
<br />WFlSM11ONSDT� TRAdt3TO /M�ALL
<br />ro BOTTOM 1RACN MA7 OCCUR AT ANY PANEL LOCATION. M, OISWOL F01R 11BS NIRIIOR PANEL UBFDJp(��p� r r DOR
<br />(6) SEE SEL•110N 1•, 3' a 4' W SMELT 24. SEE ANCHOR 4CIEOLAE W !MEET 25. N„ SUCH TWAT 10JIICEIIT PANELS ro LEFT ! RONHT 9OE OF MEROR WVALL
<br />w NOW
<br />THION OVERLAPS RETAINED BY �.
<br />i-- to -I" TAAMIL Alt PLUS
<br />=--?n'a . 3/32' WINO NUT wA6Hd1
<br />• 6 1/r O.C.
<br />om
<br />_._- IKOtIM NOOK
<br />WALL MMIUM DNAI LA770t!
<br />•
<br />in SPQR If •MINI aSM
<br />AIOIdA wn
<br />,
<br />W OO
<br />NlaCxlo FMHt 11/aI41101. 1tm l000
<br />r AN•A IaNIa
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<br />MN OEM = o 0411 N NO NAN
<br />TINS
<br />ON ,Isaalx ARI MarA1m a TK
<br />4rwr..w arr.r NW
<br />a
<br />3
<br />964110ME FOR EA LEIS TNN pawn ON
<br />==a ImeE MKNOA saw" w
<br />MUL1R/N0 Oacm BROWN ON $OHN 2
<br />aAwwM orr. ONM •.)
<br />3
<br />3 1/1
<br />ARIL vemnoTROIOR
<br />N INS[ FONOMO PACIOILL no -
<br />aPW1010N 10 K PON " ImUCm_"-
<br />as
<br />a l r
<br />- tUli -..
<br />._-
<br />EHACNo am= U" FACIA WALL NOT
<br />NE un TIN PIMA rAcm a•rwaND
<br />me INCH ANDOA rm A TI N1m=
<br />Y
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<br />W M4aMM�NpMaE w i V' �/ 71
<br />!It
<br />MAIt _� r
<br />aM own • --
<br />NO\M 1
<br />I �
<br />L14-Ir• PANOMdE PLUS w/
<br />j -TJW . 3/32' WINO wit RASHER
<br />(R,011O)
<br />I
<br />REOULUDULUD E BIOCK
<br />O LFE OVUM
<br />SCALE vr-I,
<br />.L1M1� E�2 EMIrE Ut1dW PASTEL 211117rAM
<br />I. E-2 HANG STORM PANEL SHOW ON THIS PRODUCT EVAINTON DOCUMENT (P.E.O.) HA7 SEEN VEINED NOR COMPLIANCE N
<br />&I) WPM" EMBEDMENT OF TMOON ANCHORS AND PANEUTAIE FEMME O a MANOMA7E PLUS INTO CONCRETE
<br />ACCORDANCE WITH 711E 2020 (71N WITON) of THE FLORIDA K%OM COOS-
<br />BUICK NIML K 1 1/4-.
<br />DEMON WIND LOWS SWILL W DCIEIWEIEO A6 PER SWIM I&" OF THE AS ME MENTIONED COOL
<br />&2) MINIMUM E3mmMOR OF 1/4•0 x ?Ar CAUL-sH ANCHION SHALL K 6 1/0- ALTO CONCRETE.
<br />FOR A WNp SPEED A RlOLI6KD BY TIE J1660NCtON WINERE 11ESE Na)ITfl4 TRL BE MNSfALLEO AND
<br />NO EMKDMWNr N('0 AN,' fBISM WTEIYL STALL K PERMITTED.
<br />FOR A OIECRONMJIY iALTOR Ka-tl.63. U6NO ASCE 7-If NO SMALL NOT EKCEED THE 16110MUM (A,S.0.)
<br />1/4' 0-20 SS SgRWLH SOUS USED WALL BE LONG Do""" F6NSH MATERIAL Own TO
<br />0E5OH PRESSURE KATOM 110 CA ED ON SNEM 25 a 26.
<br />ENGAGE 3/4' NM ANCHORS.
<br />N CIDER TO VEWY THE ABOVE CONDITION. ULTIMIE OEM WIND LOADS DETERM ED PER ASCE 7-16
<br />SHALL N FIST REDUCED TO A��LcD. DESIGN WIND LOADS BY MULTPNC THEM IN 0.6 IN ORDER TO
<br />&3) IN CABS THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE OaSTINO L. WA
<br />TO COIPME THESE W/ MAIL (NLS.D) I PRESUM MY11O0.S NNGTED ON MEETS 25 0 25.
<br />ANCHIOWS NULL BE LONG D4000H TO REACH THE MAIN SYk CTIRE KHND SUCH PANELS. AN AMIDE
<br />HALL K A MMEMTO N D N 8.1) AND IN
<br />N CAM TO VIUWY TINT! COMPONENTS AND ACHORII ON THIS P.E.D. AS TESTED WERE NOT OM STRESSED. A 33R SNCwOSE
<br />N ALLONA/LE STRL>R FOR WIND LAWS WAS JIM USED N 1" ANALYSIS, FASTENERS SPACING TO WOOD INS BEEN
<br />DETERMINED IN ACCORDANCE WITH M.O.S. 2015,
<br />(C) A PVU•K N *UM FOLLOWING ALL OF THE RECOMME10A7NH1S NIT SPECi:rfATO06 OF THE ANCHOR'S
<br />MANUNACTUR
<br />SICAM PANEL'S ADEOWCY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERf= N ACOOIIDAMCE WITH SCL710N 1626 OF
<br />THE ABOVE CODE AS PER fENESIRAl1OM 7ESIINC IABORAIMY, NC. REPORT / IOJ1. AS PROTOCOLS TAS-201.
<br />11. R SHIML N 111E IESPONSBIIIY OF 71E CONITRACIOR 10 VEINY 711E BOAU1011FS5 OF THE STRUCTURE W11[R[ N1UTG
<br />OMIE
<br />D IAS-20
<br />1A-202 AND TAB-10y
<br />g TO BE ATTI WkD TO PRO►ER ANCIORIICf. THIS SHUTTER OWL ONLY BE ATTACHED TO CO OML NICK
<br />2. THIS SYSTEM HASKENM OLSONILD TO BE IhTALLEO ON THE 01lT80E of THE OPE)IO ACCESSING THE OPENING FROM THE
<br />OR WOOD FRAME SUED60S.
<br />WINCE W/0 ?HE USE OF A LADDER ON UFT. THIS APPLICATION IS VALID WHEN INSTALLATION 6 WEILM 70 BE PERFORMED
<br />12. THE OWALLAYM CONTRACTOR IS TO KN/CAULK ALL SNUM COMPONENT EDCES WWH REMAIN IN CONTINUOUS
<br />FROM THE ONDE OF STRUCTURE.
<br />CONTACT WITH THE BALOW TO FREM NT 10140/1MN 6RRUPON. OMAN A0 SEA "ITER TRACKS ALL POND FULL
<br />Umom
<br />3. SERIES 1000 6NSTALLATON 6 APPUO SUE TO SIDLE AND DOUBLE HMD SITE WINDOWS WHEN NSTAlAT10N 6 WOUI ED TO K
<br />'
<br />PERrORWD FROM THE RODE Or SRWCT AL
<br />13, STOW, PAWL NSTALLA110N SHALL COMPLY WITH SPECS NDICATEO IN Tat DRAWIO PLUS ANY BUI1,0010 AO 20HN0
<br />REO"M MS PROMDED Of THE A MBOICIDM WHERE PERMIT IS APPLIED To.
<br />4. SERIES 2000 MWALLATIDN IS APPLICABLE TO SINGLE NIT DOUBLE HUNG AND I401117WAL SLIDERS STYLE WIDOWS WHEN
<br />NSTALATON 6 REQUIRED TO K PERFORMED FROM THE 114M OF STRUCTURE.
<br />14, ATBW WINDOWS AND I V - NC. E - 2 HAND STORM PANEL 6TIET00' IS PAIOR POMM
<br />S. ALL ALIRAIW EXTRUSIONS TO K 60W-T6 ALLOY NIT TO". (AUNESS OTHERWISE NOTED)
<br />IS. (a) THIS PRODUCT MAXIM DOCUMENT (P.LD.) PREPARED BY THIS DINOM S GENERIC AND DOES NOT PAIDME
<br />INFORMATION FOR A VIE SPECIFIC M16AECT1 I.a. Mlf'11E THE SITE CONDPTONS DEIMIE FROM THE PIA
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HOPE 3105-Aft AUDY.
<br />(b) WO FOW PIRICFYLSE AN NSTAIATON IIICWDNG LINE SALTY Oi
<br />7. ALL STEEL SHEET METAL PANELS SHALL tME STRUCTURAL OALAY STEEL. AST4 A-6W WIDE SD Min.. GALVANIZED STEEL
<br />THIS PRODUCT BASED PLO. PRVNIu HKNS CON01110NS OE7AIED ON
<br />DESONATOM W/Fy- 3&S AM (AFTER ROLLED).
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT On 15 THE CONTRACTW'DEVA1
<br />S. ALL SCREWS 70 K STANOLUS STEEL 304 OR 316 AM BEERS OR CORROSION RESISTANT COATED CARBON STEEL AS PO DIN
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED NVAUD r MODMED.
<br />50018 W/ 50 NO YIELD SM04TH AND 60 AN TE OU STREKWH & STALL COMPLY W/ FLORM BUILD"CODE SECTION 2411.3.3.4.
<br />(a) SITE SPECIFIC PROJECTS SMALL K PREPPED BY A FLORIDA REGISTERED DDINEER OR AWMECT WHICH WILL
<br />s. DOLTS TO K WIN A-307 OALVAWED STEEL OR AM 304 SERIES STAIL33S STEEL WITH 36 Mal MINIAN YIELD STRENGTH.
<br />BECOME M ENOIIEER OF RECORD (EO.R.) FOR IME PROW AND WHO WILL K MENod BLE FOR TALL PW"
<br />SI
<br />a TIE 1 t"11 ENNIE7t OF RBCOID ACTN6 AB A OELMATED ENOWEER TO THE PLO. ENOEFR. SHALL
<br />10. ANCHORS TO WALL SHALL N AS FOLLOWS:
<br />SUBMIT TO THIS LATTER THE NTE SPECIFIC mvwm FOR IKVIEW.
<br />WKIC
<br />(a) THLS P.ED. MALL BEM 71E DATE AND ORDINAL SEAL AND NGNATUMK Of THE PROFESSIONAL F31AE0t OF
<br />- I/4•P TAPCON ANCHORS A M ANINACTUItEO BY LT.w. NALDEx. NC. (MIN. re-3162 p-a.L)
<br />RECOIID THAT PIIVARED IT.
<br />- 1/4• ANC a K 7/5- CALK-M HOR& AS MAHUFACTUIKO BY CEYMLT INC.,r C. (MN, 3000 P. L)
<br />Ill. STORM PANEL MANNMCTUU11M LAKE SHUL K LOCATED ON A READILY VSWE LOCATON AT STOW PANEL N
<br />- /14-10 PAELMATE FELALE I0 a PAIEMATE PLUS AMC HORS, AS ~ACMM BY ELCO CONSIRICTIOM PRODUCTS.
<br />ACCORDANCE WITH SECTION 170&2.3 OF FLORIDA, WILDINO CODE. ONE LABEL SMALL K PLACED FOR EMERY MOM
<br />(11-3350 PSI.)
<br />LAINIM M COMPLY WITH SECTION 1I06.94 OF THE FLOROA BUKOM6 COOS.
<br />At) MINIMUM EM INAWNT Of TAPCON ANC O'" WID POURED CONCRETE SHALL a 1 3/4' AND 2' FOR PAWLMATE
<br />FEMALE 0 • PAWLMATE PLUS.
<br />A2) MINIMUM EMIMMENT OF 1/4-0 K 7/5' CALK -IN ANCHORS SMALL K IS 7/6• INTO CONOAM. NO DommeNT INTO
<br />ANY FPW RWERIAL SHALL BE PLRITIFD.
<br />1/4• 0-20 W NDEIIALK BOLTS USED *A L BE LOW ENOION(NO1AD ANY FRNSH WTIORAL E7IST) TO E1WCE 3/4'
<br />MNIO ANCHORS.
<br />Ea" r�r
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