|
(U $COONS ON SHEETS 17. 1L 10 a m)---- MAX. SAM W17 We. 7yt7. 0/17. q/1L - 7-
<br />MN. OAw/f0. 7AW/f0 a ow/so ft
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<br />1' MIN. MN/10, 7AW/10 a OMI'/BS II'/1L 7BW/1r • BBW/BS 1• MMJ
<br />(SET SECTIONS ON SHEETS 17. IB. 10 • 20)-- - -----
<br />71
<br />OPTION #2 FOR LIFE SAFETY STORM Man, ELEVATION
<br />7fOME L16'.1' 1M IAKL w
<br />SECTION A -A
<br />SORE 3/tr-1•
<br />MAXIMUM A.S.O.
<br />DESIGN PRESSURE
<br />Max. PANEL tFNC1H
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />8'-B'
<br />2 3/4'
<br />UNBOLTED
<br />-- 1/PAP TAFOON 0 rr�
<br />WOOD
<br />� 4Y TAPCOM a w o.e,
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(W^E 1/2-,')
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<br />POURED An
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<br />BLOCK R
<br />i
<br />OR OPTION
<br />INSTALLATION DETAILS F FOR LIFE SAFEN STORM PANEL SYSTEM
<br />INTO EXISTING PO RED CONCH OR CONCRETE B=K STRUCTURES
<br />� r MomCON ANCHORS ; _•�('r 4.
<br />a M AMON= I 1"r owmH ^IKHM
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<br />BI>g'S
<br />I. OSTNIAIONS ARE ONLY %MUD FOR OULCOM WITH USA. DO M LOADS
<br />UP TO +55.1% -72.0 PO AND PANEL'S LEMON LP TO O'-O',
<br />2. FOR ww w000 nwK COMs10UCI1m WOOD MEMBERS TO K SOARIION
<br />PALE NO. 1, w/ watim OD61w Or 015 OR EaAIL
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<br />TRACKS AT Tor a FANEUMTK PLUS OR TB' LONE
<br />0). DEFINITIONK erINIK M; E - 2 HAND STORM FANEL SYSTEM CONSTSTNO Or PANEL , 9.1. BOTTOM w/ PANELAWSS.
<br />COI. TRAaLS TOP a BOTTOM. (2). EID R� SHALL ALWAYS K COWfCTlp 70 SEEM WALL BY MIS" of
<br />(z). jID PN%l5 SEML1 ALWMI'S BE CONNECTED 10 BOT10M tIgCK orNDEI1K A STOP 61R P ON r USCB Y w/ S LCNC TRAC/IL Ar aOr;I/0�M=. END PANELS
<br />{$J T]ALL K PBOVOfo//AT HOP aOT/rQ3illkN PAKLB. / �� SHALL , CONSIST OF OKSOMM OFT M w 14°pmp TwpPFp(E2T AB
<br />(a). IF aT2i�D 2�] B0tLT0M IIGCL 0 DF TETIDwISt WY B[ AT OTMDI (3) PN40 ME UB[ JONR,Y W/ ill' LONG A7'
<br />FXTEMOR MT FLANGES OF END FMNa , + BUi DID PANELS ME NW CONNECTW TO BIMd1 tRACIL .� AT SN
<br />(4). M CARE THAT END TRNELS AIM TOT CONNECTED TO BOTTOM TRADE GA. A SOP BAN Kl %FWSL KFOR 1II0BNOSMO[0 Al 10P Or SUCH PNELSB/T�gT1
<br />S OtLY UemBOAppT GiPtl)H ARE CARECkY
<br />AT LEAST 1ND rVVIQS SHALL K CONECRO TO BOTTOM TRACK (4� RANTED TO DOSND a ENO PANELS MEANS OiKP/ND.W (fT pOM11121 ROR NANP.L
<br />BOTOY TRIER. AAY OCXNR AT am "M� FRMil LOCATIONABOVE. IN MUCH TWO
<br />OOIIIIECIION 0► PMr1S 1MWM/Y, (ppUEIED ]OIIM1Y� ATATTACHING B TWMIISEO wLL
<br />ON ELLVATION
<br />(S) SEE SECTION 1', a' a a' ON MEET N, SEE ANCHOR SCHEOIAE oN SHEEN 25 IU � � Ap�AC TO INTERIOR
<br />U. > OF 1 DIED
<br />:�TI•� A• j•.'.`•i. _ THEM! OVi11U1PS B�iANED aN V
<br />N7xm Rom',
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFE STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />1. E-2 HAND SIOIM PAM SIONN ON THIS PRODUCT EWLUA710N DOCUMENT (P.Ca) HAS KIN VTAIFEO FOR COMPLIANCE N
<br />91) MINIMUM DIKOMDT OF TAKON /NCHOICS ANO IANELMNIII f[MAE 0 A ►NIEUMTE FUS INTO OOKKM
<br />ACCORONWE WAIN THE 20t0 (71A IDIION) OF THE F,OROA BUILDING CODE.
<br />BLOCK SWL K 1 1/4•.
<br />DESIGN WIND LOWS SHALL K DETOINNKD AS PER SECTION 1620OF THE ABOVE MOrtIONZD CODE,
<br />8.2) MINIMUM [IMPmYY01T of 1/4'I K 7/r CAM -AN M/CHOKS SHALL BE 0 7/8• INTO CONCRETE.
<br />FOR A WINO y� AS REORIIED dY TINE JIIISGICTION wNEKE ,,EyqI,�S[ MUTTERS "" K INETNLEO AND
<br />FOR 7-10
<br />NO DOEDMEM INTO ANY TWA" MATERIAL SHALL K PERMITTED.
<br />A OSIECTIONMUTf' FACTOR K0.095. UBIIG AlX3i AND SIALI NOT EKCESO ME WIWUM 4Ls.0.)
<br />1/4' 0-20 SS 9aW LX BOLTS USED SHALL BE LONG ONOIJ04COODULD ANY PRIMP MATERIAL DOS) TO
<br />rEAONH PRESSURE RAW= INDIDANEA ON SHEETS 221 a 26,
<br />ENGAGE 3/4• INTO ANCHORS.
<br />IN ORCMR TO VERIFY THE ABOVE CONDITION, ULOMDY DESIGN WIND LOADS DETERMINED PER ABU 7-16
<br />SMALL I E FIRST 0IDUCED TO ALSO. DESIGN SAM) LOADS IV MULTIPLYING THEM Bf 0.6 IN ORDER TO
<br />8.3) IN CASE TENT PRECIS STONE, OR PRECAST OONCICIE PANELS K FOUND ON THE OWING WALL,
<br />TO COMPARE THESE W/ MAX. (AS.0) OEM PRESSURE RATING$ INDICATED ON SHEETS 25 a 20.
<br />ANCHORS AWL 01 LONG DOUGH 70 REACH THE ,ALUM STRICTURE MISSING SUCH PAIEMS. MIdORAGE
<br />SMALL I E AB MENTIONED IN O.1) AND RI B.2).
<br />IN ORDER TO VOwY THAT COMPONENTS AND ANCORS ON TITS KE.D. AS IES, VA K NOT OVER STRESSED, A 33B INCREASE
<br />IN ALLDWW STRESS FOR WINO LOAM WAS MM USED IN THEIR ANIKYSHS. FASTENERS SPACING TO WOOD HAS SroI
<br />DETD%MM IN ACCORDANCE WON N.O.S. 2015L
<br />(C) ANCHORSSHIII, IbTALLED FOLLOWING ALL OF THE RECOMMENDATIONS NO SPECFIDATIONNS OF THE ANCHIDN'S
<br />MAMJIAC?UR11
<br />STORM MNIfl.'S AOWUtAL•T FOR IMPACT AND FATrAE RESISTANCE HASKEN VE1RrED IN ACCORDANCE WITH SECMIN 1026 OF
<br />,K
<br />THE ABOVE M Dff* [D CODE AS PER P17KSTFIATIO 1 TESTING LMORAIORY. DIG. REPORT 1 2032. AS PROTOCOLS TAS-201,
<br />D SMALL K THE RE]POMMMlUfY OF THE CONTRA" TO VERIFY THE SONDHNESS OF THE SIMILTIIRE WHIM SMITTER
<br />TAS-202 ND TAS-201
<br />S TO K ATTACHED TO INSURE PWOPER ANCHORAGE, THIS SHUTTER AWL ONLY K ATTACHED TO CONWETE• INUM
<br />2. THISSYSTDA INS KEN DEL040 TO K INSTALLED ON THE OUTSIDE Or THE OPENING ACCESS" THE OPENING FROM THE
<br />OR w000 ►WANK .
<br />INSIDE w/D MM USE a A LADDER OR I". THIS APPLICATION 3 VAPID WHEN INIPALLAT10N S INTENDED TO K PERFORMED
<br />12. THE NSALLATION CONTRACTOR 4 10 KAL/CR LX ALL SHUTTER OOMPCQT EDGES WHICH REMAIN IN CONTNUOLS
<br />FROM TIE IN60E OF STRUCTURE,
<br />CONIACE WITH THE BUILDING 10 FRlVQN1 WIND/ADM INTRUSION. IYAIX AND REAL SHUTTER TRACKS ALL MOUND FULL
<br />I SERIES 1000 INSTALLATION . APPLICABLE TO S1NCtR AND DOUBLE HUNG STYLE WINDOWS WNDN NSTALLATICN S REOIIAED TO K
<br />UHGIH.
<br />PERFORMED FROM THE IIdO[ OF STRUCTURE
<br />IS. STOMAS PANEL /STALIAOON SHALL COMPLY "TN SPECS INDICATED IN THIS ORAWRA PLUS ANY BULDIN AND 2OM NG
<br />REGULATIONS PROVIDED BY THE JURISDICTION INHERE PERMIT 13 APPLIED TO
<br />4. SERIES 2DO0 IWALLATON 6 APPLICABLE 10 SINGE AND DOUBLE HUNG AM HONUMAL BLOM STYLE IKI'IDOWS WHEN
<br />INSTALLATION Is IWDUMED TD K PERFORMED, BRIGS THE INSDE q 1TWLILT{IM.
<br />14. An" WINDOWS AND DOM, INC. I - 2 HANG STORM PANEL SYSTEM- 6 MUSHY P90BY.
<br />S. ALL ALUMINUM EXTRK10NS 70 K OW-70 AUX AND TEMPER. (UNLESS OTHERWISE NORM
<br />It. (0) NHS PROOMT EVALUATION DOCUMM (P.E.O.) PREPARED BY THIS ODRRDR S GENERIC AND ODES NOT PROVIDE
<br />NFORMATON FOR A STYE SPECIFIC EEl 1.4. WHERE THE SITE C010ITONS OLWVTE FROM THE P-E.D.
<br />O. ALL AlLI1RIN SHEET MM7AL USED AT CLOSLIES SMALL HAVE SIDS^PIA ALLY.
<br />(b) CONTRACTOR TO K )ESAOH W FOR ME SIELECTow. PURCHASE AND RSUIUIfH WMAM D LIFE SAPMTY OF
<br />7. ALL S M SWEET METAL PANELS SNARL PAVE SIRUCTUML QUALITY SIM- ASTM A -GU GRADE. 50 MAD.. GALVANVW STEEL
<br />iHS PR001ICt BASED ON 1HI0 P.E.O. PIIO+IDED HE/9+E DOES MDT D[VAR NIDM iHC OOIIOTIOII6 OETALtO ON
<br />DESIGNATION BM- Sa.B AN (AFTER ROLLER,
<br />TINE DOCIMEIT. WNSiRU4T01H SAPLTY A/ 9TTE S THE COTRADTOKS RFSPONRRI]EY.
<br />6 ALL SCRIPS 10 K STAINLESS STEM 304 OR 310 AIM SEMM ON CORROSION RESISTANT C047CD CARBON STEEL AS PER ON
<br />(a) MS PRODUCT 11+ALAATON DOCNEM WILL K OON60ERED CNVALD IF MODIFIED.
<br />SMIS W/ SO +01 YIELD STRENGTH AND SO Ia1 TENSILE STRENGTH a SHALL COMPLY W/ RURHOA RM.DNG CODE SECTION 2411.3.3.4
<br />(+) OR sPEDne PRo]EDTs SMALL K PREPARED BY A NtaWIDA IMMIMTDED ENGINEER OR MCPITmT WHICH 1tALM
<br />0. BOLTS TO K ASAP A-307 C&wm?ED STEEL, OR AS 304 SERIES STAINLESS STEEL, WITH 36 1n1 10010 M YIELD STRENGTH.
<br />BECOME THE DNaMI:ER OF RECORD (E,O.R.) FOR THE PROJM MID WHO MARL MC RESPONSIBLE FOR THE PROM
<br />UK OP THE ►E.D. SNGLH[[F)R aF RECORD ACHING K A OflE0117FD D10MEE11 10
<br />10. ANCHORS,° WALL SHILL ME A3 FOLLOWS-
<br />711E P.GO. ENOwEER. SIIMM
<br />MWT TO THIS, LATYDR THE SITE !PIECING DMWMS FOR WE
<br />(A) -
<br />(.) TAB PIED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATIIN OF THE PROPES90NAL Down or
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.W, BUIDIL• INC. (LPL f-342 P.►l.)
<br />RECORD THAT PWARED RT
<br />- 1/4' P K 7/6' GLK-IN ANCHHORS. AS MYNIFACRAMD BY DEIWILT INC. (MAN. re-3000 P.aM)
<br />IS. STORM PANEL MANIFAICTUR S LABEL SHALL K LOCATED ON A SADLY VISIBLE LOCATION AT STOMI HANCL IN
<br />- /14-10 PMELMATE FEMALE ID A PANELAUE PINS ANCHORS. AS MAUFACTRED SIT ELCO CONSiMICION F ODwm.
<br />ACWRDANOE WITH fECTRON 170093 OF FLORIDA BLYLONO COOS. ONE LABELSPIALL K MICm FOR EVERY aEHINa
<br />(re-3]s0 F.II,)
<br />LISELM TO COMPLY WITH SECTION 17059.2 OF THE FLOP" RIDING COOL
<br />A,) MINIMUM EMBEDMENT OF TAPCON ANCHORS MO POURED CONCRETE AWL K t 3/4' AND 2' FOR PANDNATE
<br />FEMALE 0 ! PNKLMATE PLUS.
<br />A2) MOW" ONKDMKTE OF 1/4'0 K 7/8' CALK -IN ANCHORS SHALL K S 7/r PTO CONCRETE: NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL K PEAMTEO.
<br />1/a• P-20 SS SIDLWALJt SOUS USED SHALL K MONO [NOLOII(51RDUAD ANY FINISHMATDB4L M711f+) 10 [PEACE 3/4•
<br />III
<br />INTO ANCHORS,
<br />,Q •I,�'h
<br />A3) N CASE OAT PREGST SPLINE. PRECAST CONCRETE PANELS, OR PAVERS K FOUND ON TIE E70SRW WALL OR
<br />I . ANCHORS STALL K LONG ENOUGH TO RD" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHMIl
<br />.............
<br />.
<br />K AS MfNmIED IN At) AND IN A.2).
<br />r
<br />NO. 14167 .s
<br />(B) m Dl�ryg f ru BETE aLV;K WALL,
<br />* ' *
<br />-_1/4'! TAPCON ANCHORS AS MANUFACRMLD BY I.T.W. BIALDDI. INC.
<br />ILORM BULOW CODE NI h Vlioo Nunloone
<br />,/4P X 7/B' cull -IN ANhOR$ As MANUFACTURED or t7E11AL7 PC. (rr•w1900 p.4.1,)
<br />- 11A-10 RANDIMTE FEWRE 0 NASD PAN[IWTE KU6 ANCHORS, AS MWUPACIURm BY ELCO CONSTRUCTION
<br />n:.%
<br />�• `
<br />400E tNaaa NOR.
<br />20 BABE GKVM�D Elio STORY PNtI
<br />PRo000T0 (r1tt.2071 P.6.1)
<br />....
<br />I__
<br />MINIMUM
<br />10 WAar
<br />taa
<br />INSTALLATION LS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANIELMINTO POURED CONCRETE OR CONCRETE BLOCK
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