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SECTION A -A
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<br />MMIA(UM A.S.D.
<br />DESIGN PRESSURE
<br />Max, PANEL LENGTH
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<br />MINIMUM SEPARATION
<br />PM)EL
<br />RATING (pA.T.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
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<br />2 3/4'
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<br />WALL AIW- I• IWALIE GF StRiLC)W1E _.
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<br />0). , E - Z NMIG SIGN PANEL S'YSTELI CONSISTING, OF-PMU +
<br />Cent. TRACKS w NL BOTTOM.
<br />(2), jbPALS DOLL ALWAYS BE CONNECTED TO BOTTOM TRACK 414MISE A STOP BAR
<br />5WL7. Be PROVIDED AT TOP OF SUCH PANELS.
<br />(3), IF END PANELS ARE CONNECTED 10 VT= TRACK, CONNECTION SfiML. CONSIST OF
<br />t/4Y-2W/4' ILS. W! UW 32 WIND WIT OR 10y7ft AT ER WRTO TAPPED BDTtOM tRACbK MN OF FASTENERS. Y
<br />EIRT RT FTAT FIANCES OF END PANEL..
<br />(4). IN CASE THAT END PANELS ARE NOT -00"CTED TO BOTTOM TRACK 0- A STOP BAR
<br />38 OILY L1SEf) At TOP)) AT LEAST TWO PAIRS SHALL BECONNECTED TO BOTTQN TRACK'
<br />USRVQ sPEC4 IDiCAtED CNN ROTE (3) ASOM tN SU014 CASE, COAVF N OF PANELS
<br />TV BOTUKR TRACK MAY OCCUR M AM' PANEL EOGATGIL
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<br />(2). ESA PANELS SHALL,ALWAYS BE CONNEOtEJ7 TO E?tl BG SILL WALL 8Y urAms OF
<br />PANEIMATES OR IF USED NTLY W/ IS LOG TRACK AT END PANELS.
<br />SMALL TO W/ )fH4"p- Oat3/4 A. WY 7/✓ ATi�
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<br />1, E-Z HANG STORM PANEL SHDWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR CDMPI.YJICE IN
<br />ApC4RtMOM WITH THE 202D (Mb. EDITION) OF THE FLORIDA BUILDING. CODE,
<br />DESIGN WAND LOADS SMALL BE DETERMINED AS PER SECTION A620OF THE ABOVE MFMIONIM CaOE,
<br />FOR A WIND SPEED A5 REWIRED BY THE JDRISVIC ION WHERE SHUTTERS WILL # 1N5TAUED ABA
<br />FOR A DI#C tALIGl EA;CTDR ,Rid-a;BS. USIKP A= 7--18 AND NOT EXCEED 114E MAXIMUM. MA M)
<br />OEM PRESSURE PAM" 0101OiTE0' ON SHEETS 25- A 26..
<br />IN ORDER TO VERIFY THE ASOK CONWWN. ULTWATE DESIGN WIND LOADS DETERMINED PER AM 7-16
<br />SHALL BE FIRST REDUCED TO AS.D. DESIGN AMID U7ADSBY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />TD COMPAJ{E" THESE IRA MAR. (AS,D) DEIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26,
<br />IN DROER TO YER/Y THAT COMPONENTS AND AW40RS ON TORS P,EO, AS TESTED WERE NOT OVER STRIISM. A 33X INCREASE
<br />IN ALI.OWAI6X:E: STRESS FOR WHO LOADS WAS tlOL US@ IN THEIi-ANALYSI5..FASTENERS SPACING TO WOW HAS .BEEN
<br />OETERMIR@ IN ACCOROIWCE WmH
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATGUE HAS BEEN VERIFIED IN E 18 8 ACED P.ESISCANCE ED ACCf1RCr4NL' WITH SEirT1DN R #`
<br />THE ABOVE L4ENTIONED CODE AS PER romsTR4TTON" TESTING LABORATORY. INC. REPORT /' 2032. A5 PROT00015 TAS•-2a1,
<br />TAS-202 AND 7AS-203,
<br />2: TINS S;15IEA1 4VLS .BEEN DEIGNED TO BE INSTALLED ON THE OE/TSIDE aF TINE 9PEN•JC' ACCESSW4G iIPEFIRIG FROM THE
<br />FRONT W/0 'THE USE T A IADDUR OR. LIFT. TNiS APPLICATION IS VAUO WHEN AISTALUKTON PS ONTEHOED tO BE P)OTFDRYm
<br />FRaIA tFii INSIDE OF STRUCTURE
<br />3. SERIES IWO INSTALLATION L4 APPLICABLETO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED 10 BE
<br />PERFORMED FROM INC INSIDE CIF STRUCTURG
<br />4. SERIES 2DDO ANSTULATGN S APPLICABLE TO SINM AND DOUBLE HUNG AND HOWMAI SLICERS STYLE W1µiOWS WHEN.
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM SHE INSIDE OF STRUCTURE
<br />S. ALL ALUMINUM INTRWONS TO BE.:4063-TS ALLOY AND TEMPER. .:(UNLESS OTHERWISE NOTED)
<br />B. ALL ALUMNUM SHEET METAL USED AT CLOSURES SHN.L HAVE 3t05-H14 ALLOY.
<br />7, ALL STEEL SHEET METAL PANELS SNAIL HAVE STRUCTURAL QUALITY STEEL, AMU A-833 OBAOE 50 MIA., GALYAHRZED STEEL
<br />DESIGNATION w/Fy- Ses Ini (AFTER WILLM).
<br />B, ALL SCREWS TO BE STNALESS STEEL 304 OR 316 AISt SERIES OR OMOSION. RESISTANT COATED CARBON:'SrM AS PER DIN
<br />50018 W/ 50 kA YIELD STRENGTH AND eO kei TENSILE STRENGTH & SHALL COMPLY W/ FLOMDA BUILDING CODE SECIM 1411.3.3.4.
<br />0. DOLTS TO BE ASTM A-3O7 CAWANTZED STEEL. OR AGI 304 SERIES STAINLESS STEEL, WITH 36 LIEN MNNOMUM YIELD STRE>tiG'TN.
<br />10. ANCHORS TO WALL SiNLL BE AS FOLLOft
<br />(N
<br />- 1/4'0 TAPCON AWHORS AS MANUFACTURED BY I.T.W. @IAlOt:%, INC. (YIN. Ye-.11/2 P,wi,)
<br />1
<br />/4' • K 7/B' CALK-•IE ANCHORS. AS MMIUFPCTUX D BY DE1I`N.T TIC, :(MIN. 1'C..J' 000 P• Lij
<br />- J14-10 P"/$' TE FEMALE G a-PANELMATE 4(:U5 ANCHORS, AS MwUFAL`RIRHO SY 040 :CONSTRUCTION PRODUCTS.
<br />&0 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUR@ CONCRETE SHALL BE 1 3/4• AND 2" FOR PANEU/ATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />-A$) A� UI FINISH E 'PTEPAL SMALL ■k 7 -JN ANCHORS SHALL BE IS 7fe� INTO. CONCRETE NO EMBEDMENT INTO.
<br />PERMFITM
<br />if4' 0-20 SS SANTWXX SOUS USED SHALL- BE LONG ENOUGH(SHWLD ANY FINISH MATETRAL EXIST) TO ENGAGE 3/4`
<br />IWAD ANCHORS.
<br />A.3) IN CASE TPAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EASTMO WALL OR
<br />FLOOR, ANCHORS SEAL RE LONG ENOUGH TO REACH THE MAIN SMUCTUAE BEHIND SUCH PANELS. ANCHORAGE SHAALL.
<br />BE AS MENGNED IN A)) AND IN A2).
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BURDE)X. INC,
<br />1/4• A K 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT HNC, (Fm.1500 xI,)
<br />- #14-10 PANELMATE FETAALE O AND PAHELMATE..PLUS A NCH AS-MANLVFADTURED BY ELOO CONSTRUCT"
<br />PRODUCTS (F'IO•=1 p-4dJ
<br />PAA
<br />BA) MINIMUM FiI■DMETtT OF TAPCai ANCHORS AND PANELAAAM i0 LE 0 # PAHL'LMATE PLUS INTO CCNCREtE
<br />BLOCK SHALL BE 1 T/4'.
<br />0.2) MINIMUM EMBEDMENT OF 1/4-0 R 7/8''CNK-IN ANCHORS SHAH BE IS 7/ir INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY EINTSH MATERNAL SHALL BE PERARTTED.
<br />1/4" P-20 SB SIDEWALK BOUTS USES, SHALL BE LONG ENdLICKISHOULD ANY FINISH MATERIAL IOOSTI TO
<br />ENGAGE 3/4' INTO ANCHORS.
<br />9.3). IN CASE THAT PRECA'3T STONE, CAR' PRECAST ODNCREIE PAIRS ®E..EY%1NO Q4 TI#E EXISTING WALL.
<br />ANOIDRS SFAIL. BE LOG', ENOUGH Tit REAUE TFiE iMLEI STRUCTURE ■FWAQ-5TP2N PANELS. ATNCiDaME
<br />SRNL. BE AS MUMONED IN 9.1) NO IN 0.2),.
<br />(C) A BE INSTALLED MILOS'NG ALL OF THE :RECONIANDATiOMS AND SPECIFICATIONS OF THE ANCHOR
<br />11- N SHALL BE THE RESPONSIBKJIY OF THE CONTRACTOR TO VERIFY TT# SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />IS TO ■ ATTACHED TO INSURE'PROPER ANCMORACE. THIS SHUTTER S"I ONLY BE ATTACHED TO CONCRETE. BLOUR
<br />DB1100D FRAME RUILOINOS,
<br />12. 111EIbYALtATIRN C01471ACTOR f5 TIF SFjL/CAULK At1. S1TUOiR CL'1lWONENT EDGES YMICFI REAWN P CONflNU0U5
<br />CONTACT WITH THE BUILDING 10 PREVENT WIND/MIN INTRIt$HI1. CAULK. AND SEAL:SIRUTIER 1TRACIKS ALL AROUND IVLL
<br />LENGTH.
<br />13, STORM PAM INSTALLATION SFALL COMPLY WITH SPECS I, "T@ IN THIS DRAW= PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED Lit" THE JURISDICTION WHERE POW AS APPLEED TM -
<br />14, NO" WBAOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT VeM.
<br />15. (a) THIS PRODUCT EVALUATION OOCUMENT (104.0.) PREPARED BY TM ENGINEER IS. GENERIC AND DOES NOT PRMpOE
<br />INFORMATION FOR A SITE SPECIFIC PRODCT; IA WHERE THE SITE CONDMONS DEVIATE FROM INE P-LD.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE S(3EORON. PURCHASE: AND 9TNSTALLAITONI INCLUDING SAFETY OF
<br />THIS PRODUCT SAS@ ON Tiil9 P.EO. PRaWOED HE/SHE GVES NOT OEWITE FROM THE CGNW119M5 t fA0E0 ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />(0) THIS PR00UCT EVALLMN" OOCUNENT WILL BE CONSMED INV" IF MODIFIED,
<br />(4) SITE SPECIFIC PROJECT5 SHALL BE PRIEPARED BY A FLORIDA KG15TER@ ENGINEER OR AROHI ECT W CH WILL.
<br />SEICANf TIC 'VANIl .'ER OF RECORD E.b.R,) FOR THE PROJECT ANO WHO WILL RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGINffiR OP ACTING A5 A DELEGATED ENt:NEAXK TO THE P.E.O. ENIZf1EER, SlAi
<br />SUBMIT TO THIS IATTER THE SITE 9tH7'aEiC CNA:NINGS FOR REVIEW
<br />(e) TINS P,E.p,. SMALL BEAR THE OATS AND ORXOIWY-:BEN. I04G SIOIATIA� O' T}1E PROFFSSTONM. ENCINE£fl OF
<br />RECORD THAT PREPARED B.
<br />IS- STORM PANEL AIANUFACTURRWS LABEL SHALL -ATE LOG{TE'0 ON A WAVILY VISIBLE LOCATION AT VOW PANEL IN
<br />A000AW40E WITH SECTION 1705,8•3 OF FLORIDA BWLDNNO COGS. DNE LIBEL SH PILL BE PLACED FOR EVERY OPENING.
<br />WBRDG TO COMPLY WITH SECTION 17DB.a2 OF 'OK FiCNtRIA BUILLMNG COOL
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<br />SH 1.2.
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