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<br />OPTION /2 FOR LIFE SAFETY STORM PANEL ELEVATION
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND DER �►l(/t
<br />CCRRESPONDINGM�I���PANE��NGTHLSCHE��LEM�IMUM PANEL�NGTHL" SCHEDULE
<br />No. 44167
<br />4: * :IN
<br />FLOR(OA BUM.DMG CODE NI h Voloc NMMOone Zonal
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<br />DESIGN PRESSURE L (n) TO GLASS CONDIT1pN
<br />RATING (p.s,T.) (SEE SECTIONS)
<br />+55.0, -72.0 8'-e' 2 3/4" I UNBOLTED46
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<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />1. E-2 HAND STORY PANEL SIIGwII ON iNb PRODUCT EVALUATION DOCUMDR (P.[.0.) HAS BEEN V[RIMO FOR CIA/1i.lANCf Rf
<br />ACCORDANCE MTII THE 2020 (7tA EOn10N) OF THE FLORIDA euKDlnc CODE.
<br />eESION wMo LOADS SMALL BE DEtEPMM/EO AS PER SEC11041 1820 OF THE N30VE teYMgNEO CODE,
<br />FOR A w9Np SPEED AS RWUIRfO By THE JURISDICTION WHERE THESE SHUTTERS MILL ■INSTALLED AND
<br />:OR A DNECf10WWTY FACTOR KA-p.BS. USING AWE 7-78 AND SHALL NOi EXCEED THE MAXIMUM (A.S.D.)
<br />OES1011 PRESSURE gA1MT•S PN,K]LTED ON SHEETS 75 ! 28.
<br />M 011DiR TO VCR,IY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCL 7-,8
<br />SHALL BC FIRST REDUCED TO AS.O. DESIGN WIND LOADS 8Y MULTIPLYING THEM Be 6.6 IN ORDER 70
<br />m coAwAp[ THESE w/ MAX. (ASD) DESIGN IMC53UllE BATHES fNoluT[o ON SN[fls ra • 26.
<br />IN ORDER TO VEReY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS 1f3T[D WERE NOT OVER STRESSED, A ]311 INCREASE
<br />,N ALLOwAetf sipESS FOR wlNp LOADS WAS BOL USED M THEN AAMLr51s FASTENERS SPACING TO W000 HAS BEEN
<br />DETYA,PNED M ACCORDANCE TAM N.D.S. Z0,5.
<br />STORM PANEL'S AOF;OIIACV FOR IMPACT AND FAi1DUC RESISTANCE HAS SEEM VERIFIED w ACCORQWCE Mil, SECTION 1028 tK
<br />THE ABOVE MENTIONED CODE AS PER FE/ILYIPATgN TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-ZO,,
<br />TAS-202 AND TA8-203
<br />I. nlb SYSTEM HITS BEEN DESIGNED TO BE INSTALLED ON THE OU78p[ Of 111E OPCIeN6 ACCESSING THE OPENING FROM THE
<br />IN9DE w/0 THE USE OF A (ADDER OR ENT. TINS APPLICATION IS VALID WHEN MSTAIYATIp/ b INTENDED TO M PPRFORMED
<br />FROM THE NSgF OF STRUCTURE.
<br />J. SERIES 1000 N5TAW1gN b APPLICABLE TO SINGLE AND DOIIBI.E HUNG STYLE WINDOWS +AM1IpI INSTALLATION t5 REOUNED t0 K
<br />PERFORMED FROM THE AIS10E OF STRUL'7URE.
<br /><. SERIES 1000 INSTALLATION b API•LICABL[ TO SINGLE AND OIXIaI.0 HUNG AND „ApRWI,AI SLIDERS STYLE MWOUw6 VRIFN
<br />MSTALu11pN B TO
<br />pE0LxI1C0 K PERFORMED FROM THE INSIDE OF STRUCTURE
<br />S. ALL KUYY/UY EXTRUSIONS m DE a0a3-T8 ALLOY AND +FIVER. (UNLESS OTHERWISE NOTED)
<br />e. Ail ALUMINUM SHEET METAL USED At CLOSURES 51!NL HAVE 3105-M14 ALLOY.
<br />7. ALL STEEL SHEET YETAI PANELS S/NLL RAVE SITtIJC7URAl OUNJIY STEEL„ ASTM A-633 ORAOE SO Min., QAL.VANZED STEEL
<br />OESIGWTIOk w/ry. se.s Iwi (AFTER ROLLED).
<br />e ALL SCREWS ro 8E STAINLESS STEEL 3p1 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON TTfFl AS PER dN
<br />SOOte w/ w ,Mi YIELD S7AfIdiH AND 90 MI TfNSIIE STRENGTH p SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION i.i 1.3.3.4.
<br />9. BOLTS TO !R /STY MJ07 GNVAN2E0 SffEt, OR AM 301 SCRIES STAMLES$ STEEL WITH 36 AN YMAIUM YR10 STRENGTH.
<br />iD. ANCHORS TO Iwlll SMALL ■ AS fO110W5:
<br />(A) 7D FSLTING POI1R[O (•QE,[[
<br />1f4'0 TAPCON ANCHORS AS MANUFACTURER M ITW IMLOEX. M/C, (NM. f"o-31ea p.,.i.)
<br />/r. x x/e' oux-M ANCHORS. AS MANUFACIUREO Br D[TINT INC. (WN, F4-woo P..L)
<br />014-I0 PANu.Wrz r'nw[ q a awtt►Nrt Plus ,wclrops. As NwuFAc!aw w etco cONSTRucrxxr PRooucTs.
<br />AI) YI,eMIIY EAIB[OMEM Of 7APCAN ANCHOR$ INTO POl/RFD CONCRETE SIWi BE , 3/4" AND Z' FOR PANELMIE
<br />iE/4LI 10 k PAN[LWTE PLUS.
<br />AT) WNMIIY CYBEDIIDLT OF t/IY T 7/8' CALk-M ANCHORS BAIAtl K b 7/e' INTO CONCRETE- NO EMBEDMENT INTO
<br />NW FIIe3N WTFANL SNNL 8C PF3•rTiCD.
<br />I/1- 0-20 SS SIDEwN.k BOLTS USED SIIKL K LOIFO ENOuON(SHOutp ANY IlNr511 MATERIAL. DUST) m ENGAGE 3/4-
<br />INTO
<br />ANCHORS.
<br />A]) M CASE THAT PRECAST SmNE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUT'Ib ON THE EXISTING WALL. OR
<br />BOOR, AIfC110R9 SIr4L BE LONG Et/0UW1 m REACH THE MAIN STRUCTURE 1lEHII� SUCH PANF'LS. ANCHORAGE SHALL
<br />BE AS MENnN[D NJ A.1) AND W A.2I•
<br />(B) TQ_E>uSTihC r^•'r••,R any w „
<br />- t//• A 1APC011 ANCHORS AS MANIP'ACIl1RfD BY I.iW BNLDFX INC I
<br />1/4•r X 7/8- CALK-M ANC7gRs, ASIAWUFACTUREp BrOEWALT INC(rm-TSWpPl.)
<br />- �1♦-,0 PANELNA7[ rEL1ALE b AND PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION
<br />PRODUCTS (/'m-2071 P•AI )
<br />�11-/0Y PANpwAtt PLUS W/
<br />._. fi'r . J/]Y MINE NIIT TAL9O1
<br />(BEYOND)
<br />coNGRErt
<br />.. RlOUNLD
<br />�ret.LyQiil '
<br />cn
<br />BI) LIIIALIl1Y GIBE011YM OF TAPCDIT ANCHORS AND PANEtANT[ FEMALE N p DANE1WlE PLUS INTO CONCRETE
<br />BLOCK S11A11 BE I I/<'
<br />B.Z) MMAIUM EYBFDMEM OF 1/1•6 x 7/a' CJIL11-IN ANCHORS SHAH BE LS 7/e- INTO NIICIICTE
<br />NO EMBEOMEM INTO ANY /W15N WTpP►L 511A11 BE PERMITTED.
<br />1/1' 0-20 SS SIDEWALK BOLTS USED STwI BE LONG LNOUGN(SNOULD ANY nNLSI+ WTE'lllAL LXfSn ro
<br />ENGAGE 3/1' NATO ANCHORS.
<br />B,]) M CASE THAT PRECAST STONE, OR HRCCASt CONCRETE PANELS BE FOUND ON TNC CxKTINC WALL,
<br />AIICIIORS Si1Kl BE LONG ENOUGH TO RF11C11 THE MAN STIIULTURE BE!eN0 SUCH PANELS, /,1'Id10R,'DE
<br />SHAH B AS IAFTR1011ED In 9.1) AND IN da).
<br />(C) ANCHORS SHALL BE PETALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEdFKiL110N5 OF TN[ ANCHOR'S
<br />MANINACTINER.
<br />IT n 91Au BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS M THE STRUCTURE WHERE SHUTTER
<br />b TO BE ATTACHED TO INSURE PROPER ANCIgRIgf.. THIS SHUTTER S11NL ONLY ■ ATTACHED TO CONCRETE. BLOCK
<br />OR WOOD FRAME BUILDINGS
<br />la. THE PYSTAI,uTgN CONTRACTOR IS TO SEAL/CAULK ALL SFIUTTER COMPO{pD/T EDGES wwa+ REMAIN IN CONTINUOUS
<br />CONTACT WON 11iC BU+TOPIC TO PREYEM WINO/RNN INTRUSION CAUI.N AND SEAL SHUTTER TRACKS N1. Nif]lMO FULCONTRACTOR TO BE PURCHASE L
<br />IgVCTII.
<br />13 STORM PANEL MStALUTgN 9LALL COMPLY MITN SPECS e/D,GTCO M tN6 OPAWING PLUG MIT' BUILDING AND /ON,NC
<br />REGULATIONS PROVIDED BY T/I[ JURISDICTION M.ICIIE PERMIT rc APPLIED T0.
<br />14. A7gRA1 waloows AND DOORS. M4C [ - a HMIO STORM PANEL SrSTd'• b FLOOR PL1pq.
<br />,S. (R) iw4 PRODUCT CVALUAT,ON DOCUMENT (P.E.D.) PREPARED BY THIS [Nf)gl[ER LS GENERIC AND DOES NOT vlRg4of
<br />INFORMATION FOR A SITE SPE'CrIC PROJECT; 1.4.. WHERE THE SITE CONDITIONS DEVIATE ftlpl THE P.LD.
<br />(b) THIS PRODUCT BASEO�O�TI t�M15 III PROVIDED �E DOES NOAND
<br />DEMTE FROM INCLUDING LIFE SAFETY OF O[iNLEO ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT S11E b THE COIFTRACroR'S pE'SPOIiStldUtt.
<br />(e) TH15 PRODUCT EVALUATION DOCUMENT wu1 BE CONSIDERED INVNA) K MODIFIED.
<br />(a) SITE SPECIFIC PROJECTS SWILL e[ PREPARED 8r A FLORIDA REG51LRfD ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME Ttt[ E7g11NER OF RECORD (LOAD FOR THE PRGIEM M/O 71H0 rpll BE RESPONSIBLE rOp THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RECORD AL'tP10 AS A DELEGATED ENGINEER m ME PLO. E1101NEEA, SItALL
<br />SUBMIT t0 THIS LATTER THE SITE $PECTIC WNwPas FOR REVIEW
<br />(.) THIS O E.D. St4N! BF1J1 THE OAT[ AND ORIGINAL SEAL AND SIGNATURE OT• THE PROFESSIONAL 61fOME[ll OF
<br />RECORD THAT PREPARED rt
<br />ta. StOpM PANEL MANUFACTURER'S tMa0. SMALL BC LOCATED ON A IIfADilr VIb1BlE lOE:At1pN 4T STORM PANEL w
<br />ACCORDANCE ,NTH SECTION 1709.9.3 OF FLORIDA BIAlDNFO CODE. ONE LIBEL SwW. BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 1700.9.2 Or THE FLORIDA BIALOING COO[.
<br />�r
<br />N
<br />N
<br />rr�L NE7TES> veL n E-z ww12 sfaw PUY[i 4+_r.ati
<br />1. E-2 HAND STORY PANEL SIIGwII ON iNb PRODUCT EVALUATION DOCUMDR (P.[.0.) HAS BEEN V[RIMO FOR CIA/1i.lANCf Rf
<br />ACCORDANCE MTII THE 2020 (7tA EOn10N) OF THE FLORIDA euKDlnc CODE.
<br />eESION wMo LOADS SMALL BE DEtEPMM/EO AS PER SEC11041 1820 OF THE N30VE teYMgNEO CODE,
<br />FOR A w9Np SPEED AS RWUIRfO By THE JURISDICTION WHERE THESE SHUTTERS MILL ■INSTALLED AND
<br />:OR A DNECf10WWTY FACTOR KA-p.BS. USING AWE 7-78 AND SHALL NOi EXCEED THE MAXIMUM (A.S.D.)
<br />OES1011 PRESSURE gA1MT•S PN,K]LTED ON SHEETS 75 ! 28.
<br />M 011DiR TO VCR,IY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCL 7-,8
<br />SHALL BC FIRST REDUCED TO AS.O. DESIGN WIND LOADS 8Y MULTIPLYING THEM Be 6.6 IN ORDER 70
<br />m coAwAp[ THESE w/ MAX. (ASD) DESIGN IMC53UllE BATHES fNoluT[o ON SN[fls ra • 26.
<br />IN ORDER TO VEReY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS 1f3T[D WERE NOT OVER STRESSED, A ]311 INCREASE
<br />,N ALLOwAetf sipESS FOR wlNp LOADS WAS BOL USED M THEN AAMLr51s FASTENERS SPACING TO W000 HAS BEEN
<br />DETYA,PNED M ACCORDANCE TAM N.D.S. Z0,5.
<br />STORM PANEL'S AOF;OIIACV FOR IMPACT AND FAi1DUC RESISTANCE HAS SEEM VERIFIED w ACCORQWCE Mil, SECTION 1028 tK
<br />THE ABOVE MENTIONED CODE AS PER FE/ILYIPATgN TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-ZO,,
<br />TAS-202 AND TA8-203
<br />I. nlb SYSTEM HITS BEEN DESIGNED TO BE INSTALLED ON THE OU78p[ Of 111E OPCIeN6 ACCESSING THE OPENING FROM THE
<br />IN9DE w/0 THE USE OF A (ADDER OR ENT. TINS APPLICATION IS VALID WHEN MSTAIYATIp/ b INTENDED TO M PPRFORMED
<br />FROM THE NSgF OF STRUCTURE.
<br />J. SERIES 1000 N5TAW1gN b APPLICABLE TO SINGLE AND DOIIBI.E HUNG STYLE WINDOWS +AM1IpI INSTALLATION t5 REOUNED t0 K
<br />PERFORMED FROM THE AIS10E OF STRUL'7URE.
<br /><. SERIES 1000 INSTALLATION b API•LICABL[ TO SINGLE AND OIXIaI.0 HUNG AND „ApRWI,AI SLIDERS STYLE MWOUw6 VRIFN
<br />MSTALu11pN B TO
<br />pE0LxI1C0 K PERFORMED FROM THE INSIDE OF STRUCTURE
<br />S. ALL KUYY/UY EXTRUSIONS m DE a0a3-T8 ALLOY AND +FIVER. (UNLESS OTHERWISE NOTED)
<br />e. Ail ALUMINUM SHEET METAL USED At CLOSURES 51!NL HAVE 3105-M14 ALLOY.
<br />7. ALL STEEL SHEET YETAI PANELS S/NLL RAVE SITtIJC7URAl OUNJIY STEEL„ ASTM A-633 ORAOE SO Min., QAL.VANZED STEEL
<br />OESIGWTIOk w/ry. se.s Iwi (AFTER ROLLED).
<br />e ALL SCREWS ro 8E STAINLESS STEEL 3p1 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON TTfFl AS PER dN
<br />SOOte w/ w ,Mi YIELD S7AfIdiH AND 90 MI TfNSIIE STRENGTH p SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION i.i 1.3.3.4.
<br />9. BOLTS TO !R /STY MJ07 GNVAN2E0 SffEt, OR AM 301 SCRIES STAMLES$ STEEL WITH 36 AN YMAIUM YR10 STRENGTH.
<br />iD. ANCHORS TO Iwlll SMALL ■ AS fO110W5:
<br />(A) 7D FSLTING POI1R[O (•QE,[[
<br />1f4'0 TAPCON ANCHORS AS MANUFACTURER M ITW IMLOEX. M/C, (NM. f"o-31ea p.,.i.)
<br />/r. x x/e' oux-M ANCHORS. AS MANUFACIUREO Br D[TINT INC. (WN, F4-woo P..L)
<br />014-I0 PANu.Wrz r'nw[ q a awtt►Nrt Plus ,wclrops. As NwuFAc!aw w etco cONSTRucrxxr PRooucTs.
<br />AI) YI,eMIIY EAIB[OMEM Of 7APCAN ANCHOR$ INTO POl/RFD CONCRETE SIWi BE , 3/4" AND Z' FOR PANELMIE
<br />iE/4LI 10 k PAN[LWTE PLUS.
<br />AT) WNMIIY CYBEDIIDLT OF t/IY T 7/8' CALk-M ANCHORS BAIAtl K b 7/e' INTO CONCRETE- NO EMBEDMENT INTO
<br />NW FIIe3N WTFANL SNNL 8C PF3•rTiCD.
<br />I/1- 0-20 SS SIDEwN.k BOLTS USED SIIKL K LOIFO ENOuON(SHOutp ANY IlNr511 MATERIAL. DUST) m ENGAGE 3/4-
<br />INTO
<br />ANCHORS.
<br />A]) M CASE THAT PRECAST SmNE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUT'Ib ON THE EXISTING WALL. OR
<br />BOOR, AIfC110R9 SIr4L BE LONG Et/0UW1 m REACH THE MAIN STRUCTURE 1lEHII� SUCH PANF'LS. ANCHORAGE SHALL
<br />BE AS MENnN[D NJ A.1) AND W A.2I•
<br />(B) TQ_E>uSTihC r^•'r••,R any w „
<br />- t//• A 1APC011 ANCHORS AS MANIP'ACIl1RfD BY I.iW BNLDFX INC I
<br />1/4•r X 7/8- CALK-M ANC7gRs, ASIAWUFACTUREp BrOEWALT INC(rm-TSWpPl.)
<br />- �1♦-,0 PANELNA7[ rEL1ALE b AND PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION
<br />PRODUCTS (/'m-2071 P•AI )
<br />�11-/0Y PANpwAtt PLUS W/
<br />._. fi'r . J/]Y MINE NIIT TAL9O1
<br />(BEYOND)
<br />coNGRErt
<br />.. RlOUNLD
<br />�ret.LyQiil '
<br />cn
<br />BI) LIIIALIl1Y GIBE011YM OF TAPCDIT ANCHORS AND PANEtANT[ FEMALE N p DANE1WlE PLUS INTO CONCRETE
<br />BLOCK S11A11 BE I I/<'
<br />B.Z) MMAIUM EYBFDMEM OF 1/1•6 x 7/a' CJIL11-IN ANCHORS SHAH BE LS 7/e- INTO NIICIICTE
<br />NO EMBEOMEM INTO ANY /W15N WTpP►L 511A11 BE PERMITTED.
<br />1/1' 0-20 SS SIDEWALK BOLTS USED STwI BE LONG LNOUGN(SNOULD ANY nNLSI+ WTE'lllAL LXfSn ro
<br />ENGAGE 3/1' NATO ANCHORS.
<br />B,]) M CASE THAT PRECAST STONE, OR HRCCASt CONCRETE PANELS BE FOUND ON TNC CxKTINC WALL,
<br />AIICIIORS Si1Kl BE LONG ENOUGH TO RF11C11 THE MAN STIIULTURE BE!eN0 SUCH PANELS, /,1'Id10R,'DE
<br />SHAH B AS IAFTR1011ED In 9.1) AND IN da).
<br />(C) ANCHORS SHALL BE PETALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEdFKiL110N5 OF TN[ ANCHOR'S
<br />MANINACTINER.
<br />IT n 91Au BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS M THE STRUCTURE WHERE SHUTTER
<br />b TO BE ATTACHED TO INSURE PROPER ANCIgRIgf.. THIS SHUTTER S11NL ONLY ■ ATTACHED TO CONCRETE. BLOCK
<br />OR WOOD FRAME BUILDINGS
<br />la. THE PYSTAI,uTgN CONTRACTOR IS TO SEAL/CAULK ALL SFIUTTER COMPO{pD/T EDGES wwa+ REMAIN IN CONTINUOUS
<br />CONTACT WON 11iC BU+TOPIC TO PREYEM WINO/RNN INTRUSION CAUI.N AND SEAL SHUTTER TRACKS N1. Nif]lMO FULCONTRACTOR TO BE PURCHASE L
<br />IgVCTII.
<br />13 STORM PANEL MStALUTgN 9LALL COMPLY MITN SPECS e/D,GTCO M tN6 OPAWING PLUG MIT' BUILDING AND /ON,NC
<br />REGULATIONS PROVIDED BY T/I[ JURISDICTION M.ICIIE PERMIT rc APPLIED T0.
<br />14. A7gRA1 waloows AND DOORS. M4C [ - a HMIO STORM PANEL SrSTd'• b FLOOR PL1pq.
<br />,S. (R) iw4 PRODUCT CVALUAT,ON DOCUMENT (P.E.D.) PREPARED BY THIS [Nf)gl[ER LS GENERIC AND DOES NOT vlRg4of
<br />INFORMATION FOR A SITE SPE'CrIC PROJECT; 1.4.. WHERE THE SITE CONDITIONS DEVIATE ftlpl THE P.LD.
<br />(b) THIS PRODUCT BASEO�O�TI t�M15 III PROVIDED �E DOES NOAND
<br />DEMTE FROM INCLUDING LIFE SAFETY OF O[iNLEO ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT S11E b THE COIFTRACroR'S pE'SPOIiStldUtt.
<br />(e) TH15 PRODUCT EVALUATION DOCUMENT wu1 BE CONSIDERED INVNA) K MODIFIED.
<br />(a) SITE SPECIFIC PROJECTS SWILL e[ PREPARED 8r A FLORIDA REG51LRfD ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME Ttt[ E7g11NER OF RECORD (LOAD FOR THE PRGIEM M/O 71H0 rpll BE RESPONSIBLE rOp THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RECORD AL'tP10 AS A DELEGATED ENGINEER m ME PLO. E1101NEEA, SItALL
<br />SUBMIT t0 THIS LATTER THE SITE $PECTIC WNwPas FOR REVIEW
<br />(.) THIS O E.D. St4N! BF1J1 THE OAT[ AND ORIGINAL SEAL AND SIGNATURE OT• THE PROFESSIONAL 61fOME[ll OF
<br />RECORD THAT PREPARED rt
<br />ta. StOpM PANEL MANUFACTURER'S tMa0. SMALL BC LOCATED ON A IIfADilr VIb1BlE lOE:At1pN 4T STORM PANEL w
<br />ACCORDANCE ,NTH SECTION 1709.9.3 OF FLORIDA BIAlDNFO CODE. ONE LIBEL SwW. BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 1700.9.2 Or THE FLORIDA BIALOING COO[.
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<br />(SCALE 1/2-1 h —
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<br />ROUNDED CORNER •ENDS OF PANEL'S '-- -) '
<br />END UP w/ HEMMED FDOE ra3• 7S0' 1 ap®.y M rp ®. � SECTION 8-9 'r' ar`ao'O•�Nra`°`'rs)1OM � � � 1 ET. e ' I w , 6 � I I � � 1 � � O
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<br />(N.T.S) 70N1 S/7a' - 1 QNj((j ' eONE �7r' 3 � - --
<br />�2•�'- _ II (TYD') S' Y,• YQiEt: TPACKS AT TOP a PAIIELWIE PLUS M 1S• LONG I lti .•. —7 ., �..I � q�At ,r����I /•r••,Pu f/?w _ N. . �y ,I.'w^ r
<br />DEFIWn011 OF 5F7Nrs ,,em; E. - 2 HANG STORM PANEL SYSTEM CONSISTING tX PANEL
<br />(+). OEirY11RN..OF_SERIf5..9,p40E - a /vu10 SITXILI PANEL SYSTEM CONSISTING or PANEL . IAT BOTTOM wl PANELMAIES, t : ,�fj klPWa' "'• • ,� oo,rpx� iiPTri4i1"i"F�ioa/r +••'+*a ' }T1 :r`,rif�/eli ]r
<br />w w w w Coat. TRAGcs TOP a BOTTOM. (a). END PANELS SIIML ALWAYS BE CONNECTED m SILL wAu Br MEANS OF I , r-Rau/s• m I .. wwwm f, �, T( 1 .
<br />4 ,1 TRACK 3 6 2 x5 n7t ALUM. 'uF"...wlii'�r w+a+�" '/•+- r
<br />(lL�rl.—ANiiLE rANLTALATES op, r us[n r w
<br />(2) PANELS 8//ALl ALWAYS � CpANEC1E0 TO BORON TRACK OTHERWISE A 57GP BW ,(p2�)NR. I/ TS' LONG/ iRAC/I[ Ai ENO PANELS r-
<br />6061-TB NINn. ALPAR ADUACIDIT LOY ,/1'hi0•a 4. 1LS. w ) a'rk3 32- WMG NIFt WI 1/1 rrJ 1' YJn- TNIAIBSCNEw TIMING Nut � i 4Y-aQF3/: Mln (I+UMBrCREw PRO TAPPW (�EPr AS � /' 1 2 1 � � � �;II l �y,l�,04 � '�� b • IY 0[ �
<br />T2S• (3). IF ENO PM�S ARf CONNECTED TO BOTTOM TMCK. CO ,ON SL441 CONSIST OF OESCPoBED ON TE (3) BLIO/n.
<br />O ( T O �9FOfLL .E ►pOYlOED AT TOP OF SUCH PANELS. li11A11 BE COIW/ECTEO TO w/ , 4Y-20r3� W 7/ 3 3$' •� r 1O•� " � �� ,ORt o IUD mP+gt m�j 1•wxirr"'" �W/�
<br />/ / / N13c' ilo WALL AND DIRECT YOUNTIAIO INST. Ar roc+ wr ,+ V
<br />MITO TAPPED BOTTOM Tlbltit lOC1T1DN OF FASTENERS MAY BAT EITHER OF TWO (]). FOR CASES WHEN EMLI PMIfIS ARE USE JOINTLY w/ 16' 1A11C Ili AT WALL ��NS�IN�. �` ■ —
<br />TMAg X f1GOR TO CEWNG ImUNTING INST- �IIiji: DU7 YDEINT}�(p INST, L
<br />1 E1rTEpgR FLAT FtAN0E5 OF END PANEL 9prTOM BUT END PANELS ME NOT COwT$'C7ED TO BOTTOu iMCK Si0► BAA $ECTI♦'�I 1 Q SFUE 19. ,
<br />@J SINLL BE FRONDED AT TOP OF SUCH PNUli.
<br />(4), M CASE THAT ENO TAVFlS ARE NOT CONNECTED m BOttOY tRA01 P.G. A STOP BAR •� 3/•-1' B
<br />b ONLY 1WE0 AT TOP) AT I. EAST T'A'0 PANELS SMALL w CONNECTED m B17n0u TRACK (1). FOR IHSTN.uTIONS MMf/I END PANELS AND SOME N1Ep10p PANELS ARE DIRECTLY saNE ] e-1' T{y„j 3/S.T
<br />I USING SPECS rr,ICAIEb ON NOTE (]) NNTVC N SUCH CASE CONNECTION OF D< PMRilS NOUMED m Ex15nNG 501 Palt1 Yfiws OF PNATFS ONE INTERIOR PANEL xiL{. Tap f¢ fr¢1r1o•,ap Rpp,wlDiflpx pU
<br />m BOTTOM TRACK MAY OCWp AT ANY PANEL LOCATION. MAY BE USED JOPRLY W TRACR AT BOTT011 ACHPKI BOTTOM TRACK TO MALL F Vw d •w A, Isr N y M 1NYIHTIIN
<br />�( A.•r W/ TwD PANEuurEs rouowPfo ^.A10Mw *ON ELEVAnoN Mn w� ��yy] T 2• j 4 f qt w,R, . a 'o wKo1s PCN PII Ep A.
<br />Tsa• ass• RrP-) !•' �j (S) SEE SECTION ,'. 3' a 1' ON S,R:P 24. SEE ANCHOR SCHEDULE ON SHEET 25, 1Nn N[DEEOOE OISTANCC. FOR NaS uR[RION PANfI. usED r w) � _I < ■ At wwlo
<br />N �:' uGEN�:••.!�+ ,AY•LpIA,T1(µT "� T!u ro eE cpAwtDTm ro(�Q 6Y aNr WEANS. TPACK�SFMLL MSrALLED � FeuuNaN W
<br />.• ', ��' E,,....... Ur TtttaiErw d � C27. LEFT A ITIOHT SIDE OF PANEL) HAVE INrE w. r L EN
<br />�' �t67 •: FLORNNI BUILDING CODE IN h Velocity Nu come Ions
<br />\CEN$'''•� FLORIDA BUILDING CORE N(h Wloo Nurrlaanr Zone No. 44167 '
<br />.... � � Tor • sonall aqurtfca rJN a FLORIDA BLINDING CODE IN h Vobe Hu carve Zone) � Q
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