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DESIGN PRESSURE
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<br />RATING (p.s:T.)
<br />(SEE SECTIONS)
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<br />OPTION 2 FOR LIFE AFETY R PAN ELEVATION I FD ED. i j
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<br />SLATE 3/fa:.t"
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<br />1. E-2 HANG STORM PANEL SHOWN ON TltS Pff00UGT EYALl/A17a4 DOCUMENT (P.ED.) HAS BEER VERIFS� FOR COMPLIANCE W 8.7) tdlNo+UM EMBEDMENT OF TAPCON ANCHORS AND PANEINAIT fF1A.NF 2! h PAI4EUSATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2G2O (7tN EDR(DF1} OF THE FLORIDA NJIEDtNC CODE. BLOCK SHALL � t if4".
<br />DESIGN WIND LOA05 SHAL BE as PER S'ECDDN ta2Q OF THE ABOVE MENTIONED COt7E, B.2) MRiSItAF EMBEDMENT 4F T!4`e x 7f$' CALK-W ANCHORS SHAM. � IS 7fB"OdTO CartC1TET%.
<br />FOR A YRND SPE£0 AS REQUIRED BY THE Uil�a`DK7i0N WHERE Tl^tiSE SFtUII'TERS wILL � INSTALLED ANQ tsO EMBE[M4ElT' INTO ANY FINISH MATERIAL 9F%N!. BE,PERMHTED:
<br />FOR A a ASIDE -1a NOT
<br />RECibWAi1TY FACITM I1d-O.BS. � 7 AND 5)MiL D Fx THE GEED MAtDMUM 1/4 B-2O SS SAlEVIAtIt 90LTS USED SFUal BE LONG TiNOUGN(SNOUID ANY rF#NISk! MATERIAL E7$R') TO
<br />OESN;Fl PRESSURE RATINGS INDICATED ON SFIEEFS 2S & 2B. ENGAt� ,3f4' INTO ANCHORS.
<br />W ORDER TO VERIFY THE AlTZNE COSIIKi&SN, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE $-tB
<br />HNAt4. BE FIRST REDUCED TO AS.O. DESK:$t WORT LOADS BY MULTIPLYING tHELABY a,B IN ORDER FO 8:3j tl4 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wAti
<br />TO COMPARE MFSE w/ MAx. {AS,D) PEEK$# PRESSURE TUTIN0.0 INDICAIW ON SHEETS 2S k 2d% AN!'H. ORS SHKL BE kONG ENOUGiI TO REACH THE MAIN STRUCTURE. BEHIND SUCH PANES. ANCHORAGE
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<br />IN ORDER TO VERIFY T COMPONENTS AND P THAT ANCHORS ON IRS ED• fs RESTED WERE NOT OVER STRESSED, A 337E INCREASE
<br />W ALtAWABtE STRESS FOR wtNO LOAM WAS USED W TFIEai NeALY515. FASTENERS SPAf.RlO 74 wGW HAS BEER
<br />DETERMINED W ACCORDANCE WITH NA:S,: 2OTS• (C) 1FSTA,Itn FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECR7CAltONS OF THE ANCFR7N'S
<br />s4WitF'ALTUlZfR.�
<br />STWiM PANEL'S ADEQUACY FOR aiPRGT AtW) FATIGUE RE515TAf4CE HAS BEEN VERIFIED W ACCORDANCE STt11 SECTION 1626 OF
<br />THE ABOVE MENTION® CODE AS PER FENESTRaTHIN TESTING LABORATCRtr', INC. REPORT iF 2032, AS PROTOCOLS TAS-2Dt. it. R SFMLL BE THE RfSPONSfBMY OF THE CONTRACTOR TO lffitlFY il$ SOUNDNESS OF PFtE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE l)f15 SHUTTER SHALL q�$.Y 8E ATTACHED TO CO1lCRETE, BLOCK
<br />OR WOOD FRAME BUBDINCS.
<br />3, MIS SYSTEM FMS BEN PE5M.dm TD BE 9VSTALlEO ON Try OtltSiDE OF Ttff OtsENM4C ACCEgSiNG 1� OPENWG FROM 11sE
<br />R+9oE W/0 THE ILSf OF A tA06FR fKt I.aT• TAG APPLIGTKNI IS YAUO WHEN INSTALLATION IS INTENDED TC BE PERFORMED IS. THE NSTALI,10.71DN i:4rtFFRACCTt)R IS TO 5£AL/CAUI}C All SHUTTER C6t;IPONEHI' EDGES wFMa1 REMA9i B4 CONTKFIl0U5
<br />FROM 1HE 1N51� OF STRUCTURE. WITH 1T,E 9UB.Da46 TO PREVENT WIND/RAIN INTRUSION. CAtRFS AND SEA. SNLTRER TRACKS A4J. AROUND FULL
<br />3. SERIES tOOQ INSTALLATION Li APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WWD0w5 WHEN W"iTAlA71aC IS REaUWED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE i3. STORM PANEL WSTAIlAT'pt1 St{ALL COMPLY wffH SPECS INDICATED W TFOS DW1WNaG PLA1S AN'r 1)tntOMG AND 20NMIG
<br />REGULATIONS PROVIDED 1Tt T7� JURtSD�iION WHERE PERI$t IS APPLIED T0:
<br />4. SERIES 2Q00 INSTPIJXTK)N 6 TO SINGLE Ax10 DOUBLE FRMG AND 1�RIXOMAL SOBERS STYLE wlrti30W5 WHEN
<br />INSTALLATION 44 REOUNTED TO iTE PERFORMED FROM THE INSIDE OF 5tRtAGttR4E. f4. ATRIUM Wai00w5 AND DOORS, W. E - 2 HANG, STORM PANEL SYSTEM- IS P1tiNtT P2)dlq-
<br />3. ALL. ALUMINUM EKRTUSKTN5 TO � aQa3--TB ALLOY AND TEMPER. (UNLESS OTHERMI6E NOTED)' TIaS PROWGT EVAJ.iIATIQN DOCUMENT (P,E.D.) PREPARED BY 'iti15 EtKiWEER IS 1dENERIC AND D�5 NOT PRsyVIOE
<br />M!F(liNIATION ECM 4Ri SPEOIFlC
<br />A PR CT; i.w WHERE THE SITE COHORi0t45 DE`.YUTE FROM it1E P.E0.
<br />S. ALL ALUMINUM SHEET METAL USED AT #OSURES SHALL HAVE 37(M-H74 ALLAY.
<br />(a) CONTRACTOR TO 8E REBPPNStBtE FOR THE SELECTION, PURCHA9E AND MLSTAIATIDN INGLUDING LATE SAtxTY OF
<br />7: ALL STEEL SHEET METRE PANELS SHAit. HAVE Slt$rCiIIRA• 41IALTIY STEEL. A51M A-653 GRADE $D Min,. CALYAN2ED STEEL THIS PRODUCT BASED a4 THIS P.E.O. PRLWdDED HEfSHE DOES NOT DEVIATE FROM THE CONDITION DElASED ON
<br />'DESIGNATION w/Fr« Sa.S Rai (AFTER ROLL®). THIS _ , CONSTRUGTION SAFETY AT SITE iS THE CONTRACTOR
<br />a. ALL SCREWS TO BE StANiEs$ STEEL 30# OR 3ta ASd SERIFS di CARRpStON RESISTANT COATED CARBON SfEEi AS PER DW (c) THIS AROLxiCTEYAkUAT1Gi OOCtRAEWf WILL � CONSIDERED INYA.LID �• MfliNFtEO.
<br />SDDtB w 5 f SO tal W D Na YIELD STRENGTH AND TENSILE STRENGTH d, StrMLI COMPLY FLORIDAFLOTIIOA BUAARIGG00E SECTION 24111: 4
<br />! / 3' �
<br />(d) SITE SPECIFIC PpgIE0T5 511A11 8E PREPARED BY A FLORIDAELORIW REGISTERED ENGBiEER..OR ARCHOECt WHK:H WILL
<br />9. BOLLS TO BE A51M A-307 CALYANt2E0 STL'£1, OR AE17 304 SERIES STAINLESS STEEL, wgflt 3$ kai MINIMUM YIELD STRENGDI. BECOMEIRE T?KAHEER OF RECpRO EA.R.) FOR THE PROJECT' AND WHO wiLL. 9E RESPONSIBLE FOR THE PROPER
<br />tO. ANCHORS TO WA
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