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<br />1. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMW (P,E.D-) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 a PANELM47E PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE- BLOCK SHAH. BE T 1/4".
<br />DESIGN WIND LOADS SHALL. BE DETERMINED AS PER SECTION 1670 OF THE ABOVE MENTIONEO CODE, B2) MINIMUM EMBEDMENT OF 1/4-0 X 71C CALK -TN ANCHORS SHALL BE iS 7/B- INTO CONCRETE -
<br />FOR S.. R T: UR '
<br />PEED FOR NE 15DICTI7_/WHERE THESE SOT EXCE WILL BE INSTALLED (AAN0 EMBEDMENT INTO ANY FINISH MATERIAL 'StV,kl. BE PERMITTED.
<br />FORA ORE KIL 0. I
<br />A DiREC790NA1I '. ACTOR Kd+'D.BS, USING ASCE 7- 6 AND SHALL. NOT EXCEED THE MAXIMUM (A;$.0.. 1/
<br />1/4" 9-20 SS SIDEWALK BOLTS USED SHALL �BE LONG ENOUOti(SHODUi...RNY FTNi5t1 MATERIAL EXIST'). TO
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<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26, RE ENGAf;E 4"" ! ANCHORS.
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<br />SHALL BE AS MENTIONED IN B1) AND IN 0,2),
<br />IN OR T QER VERIFY THAT COMPONENTS AND SON $ P_ T R 1 TO ANCHOR TH EO A$
<br />OAR STREWED, A INCREASE
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<br />STORM P - ' A P Md::45 ADEQUACY FOR IMPACT AND FATIGU RESISTANCE 1 B N E AS SUN VERIFIED i ACCORDANCE WITH SECDON 1626 OF
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<br />T -2 IS TD BE ATTACHE T 1 PROP R :. AS D2 AN0 7M5•-203 ATTACHED 0 INSURE E ANGNDRADE Tht}5 .SHUTTER Si4ttL ONi.Y. BE ATTACHED TO CCMCREtE, BLOCK
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<br />r PERFORMED 'ROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS iNO+GTTA IN TN15 DRAWING PLUS ANY gU1LOW0 AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISOICTION WKM PERMR IS APPUED TO:
<br />A. SERIES 2004 INSTALLATION 5 APPLKABLE TO SINGLE AND DOUBLE HUNG AND HOIHjONTAI SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION 1S REQUIRED TO P F Mf4 FROM 1 F ""1 BE ER OR OM THE ASIDE 0 STRUCTURE- 14 ATRIUM WINDOWS AND INC. E - Z HANG - P " I OWRS, 'STORM ANEL SYSTEM 5 PATENT PETN7B10
<br />T -T 1 ',. THIS P 5 ALL ALUMINUMEXTRUSIONS 0 BE 3 6 ALLOY AN TEMPER. U OTHERWISE N 5 a S T N 8O6 D TE PE (UNLESS OTHER P3 QTED { PRODUCT EVALUATED DOCUMENT PE.O, PREPARED THIS ENGINEER BY YS1S GENERIC kDt PROVIDE ( ( )AND DOES Riri4DL-
<br />INFORMATION FOR A I S SITE PECIFIC PR • ..a. WHERE E 7H N T P ' OJECt, W ER E SITE CONDITIONS OEVA E FROM THE -EO.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALT, HAVE 31 pS-HT4 ALLOY,
<br />W CONTRACTOR TO. BE RESPONSIBLE FOR THE SLi ZIION, PURCHASE;. AND INST tiON INCLUDING LIFE SAFETY OF
<br />A{Lh
<br />T. ALL STEEL SHEET METAL PANELS SHAi't HAVE STRUCTURAL A- G CTURAL QUALITY STEEL, RSTaA 853 RAGE 5p MIA., GALV- STEEL THIS PRI)p1ACT' BASED P :..
<br />EL. s AN}ZEO EL EN THIS PROVIDED IS THEE ONES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />TR SAFETY
<br />DESIGNATION W/Fy. 58,5 Mat (AFTER ROLLED). THIS OL'tCUMENF CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPON$iBIUTY.
<br />R. ALL SCREWS TO BE STAINLESS STEEL Z04 OR 316 NSI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIES),
<br />01 H SO 6 W 50 W' YIELD STRENGTH AND 90 Hai TENSILE STRENGTH W/ . ! SL NGTN a SHALL COMPLY FLORIDAFLDRIDA BUILDING CODE SECTION 24 i.3.3.4
<br />e SPECIFIC P () SITE CI ., PROJECTS SHALL BE PREPARED BA' R ft.DRiDA REGISTERED iEfR OR WHICH WRl.
<br />ONCMtECT
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<br />ACCORDANCE :7 :S. twT?s SECTION DS 3 OF FLORIDAFT.ERL BUILDING
<br />DA BOLD N CORE, ONE SHALL BE. PLACED R CW iN
<br />(f,°�3P,6,E:) � � Y EN 0
<br />LABELING TO COMPLY WRTI SECTION 1795:9.2 OF TrSE FLORIDA BUILDING CODE,
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2• FOR PANELMATE
<br />FEMALE 10 a PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4•IG x 7/8' CALK-NN ANCHORS SHALL BE IS 7/6' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED,
<br />SS SIDEWALK BOLTS USED SHALL BE LONG ENCUGH(SHOULD ANY FINISH MATERRAL EXIST) TO ENGAGE 3/4' AlHNM
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<br />ANWALL
<br />FLOtRI,. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND '
<br />SUCH PANELS, E SNAL4 :' ti�66 , J �*
<br />BE AS: MENTINED IN A1) AND IN A:2), e 4
<br />: No.44167
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<br />I/4. 6 TAPCON ANCHORS A5 MANUFACTURED BY }T.W. BNLDFX INC. " ' _ FLORIDA BUILDING CODE HI h Velocily Hutricone Zone )
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<br />No. 44167
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<br />FLORIDA BUILDING CODE (High VelocityNuYr➢cone Iona
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