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<br />1; €-x 9NnN+ T4RM PANEL SHOWN ON THIS PRODUCT EVAU TdON DOCUMENT (P.F-0) PAS BEEN VERIFIED fOR COA#Iii+NC�E':#N $-\) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEWATE FEMALE ID A, PN#ELMATE. "S INTO CONCRETE
<br />ACCORDANCE WNH THE 202D (7F#t EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL 8E 1 4/41,
<br />DESIGN WIND LOAM SNN.i. aE OEtERMINED AS PER SECTION 1620 OF THE AB00'£.. MENTIONED CODE,.. B.2). MINIMUM EM OF 1/4'0 ii 7/4' CALYIdN ANCHORS SHALL BE 19 7/8- INTO CONCRETE.
<br />F FNi' MY FINISH MATERIAL S94L BE PERMITTED.
<br />OR A WINO SP£z"0 AS REQUIitEFk BY THE il THESE SHUTTERS i9113_ NO FA#BF.gM INTO At4TER PERM
<br />6 AND E MAXIMUM (S.D,
<br />FAR A OLREGT`.CMIU,TYV FACTOR Ko�O,BS, iIS1NG ASFE 7-YB AND 9MU4L HOT EKOEf1k THE TdA7ILS16OM [AS.D,) SIDEWALK BWM USED SMALL BE LONG T7+KOUGH(SHOUL.D ANY FINISH MAAT€RIAL. 0Wfjj TO
<br />DESIGN PRESSURE FAITIOCS INDICATED ON SHEETS 28 A 26. ENGAGE -S/,Yr .IRht7 ANCHORS.
<br />IN ORDER TO VERIFY THE A AE CONDITION, ULTIMATE DESIGN WIND LOADS ETERMS" PER ALSCE 7-15
<br />MALL BE FIRST REDUCED TO. A.S.D. DESIGN WIND LOADS BY MOLTPLYNO TRW ''BY' 0.6 IN ORDER TO 8,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE POUND :Ebb #FIE EXWNO WALL,
<br />TO COMPARE THESE W/ MAX. FAS,DI DESK}N,PRESSURE RA"RNOS INDICATED ON.SAM 2.5 Ar 26, ANCHORS SMIAL BE LOOS ENOUGH TO REACH THE .MAIN STR=URE BEHIND SUCH PANELS, 94MRWA
<br />SHALL BE AS MENTiOIYED IN B.#) AND IN 8,2). -
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E,D< AS 7ESM WERE HOT OVER : , A 33$ INCREASE
<br />IN USED IN THEIR ANALYSIS, FAa`TENERS SPACING TD WODIT. HAS BEEN C
<br />IN ALLOWA%_r STRESS FOR WINO LOADS WAS
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<br />tFtsT T'GT,LOWENCx ALL OF HE RtC£M#MENDA O*IS D SFECi >GA FUNS O THE ANCHTOR:S
<br />C. R INSTALLED T 1c . AN E F 7 F
<br />DETQtMENED RA ACCORDANCE WITH N.D.S: '2098. { i
<br />MANUFACTURER.
<br />PANELS A F E STA,NC 1 IN " .STORM A
<br />t828 OF DE R#s1 E
<br />C`+` OR IMPACT FATIGUE E HAS BEEN AATO
<br />_ YT : THE RESPbfYSIBb (3F T E I>NTRACTt7R TO VERIFY SbUNDN6S Of THE STRUCTURE WHERE - SHUTTER
<br />THE NED CODE AS PTJt FEAEkSREATEDh TESTING #A13ORATORY. IiNL', REPORT / .xDS2, AS PROTOCO45 tAa5=-24ta. SMALL AT L13f )'I G THE SIR ERE
<br />ME MENTIONED IE INC,VERIFIED Ill OT5 1A
<br />TAS-lox AJYD `TAS�x2D3- IS �? BE ATTACHED TO IN'Si1RE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOGit
<br />202 O IAS4
<br />FRAEAE $ST RCS,
<br />x. TN/S SY.�eSEM'MS+S 8EE'AIiTESIGNE'D TO $E fN:1TALLED DN THE 4F€diS#Df � THE OP13'iWfi`a AGCE$SING T (fiYEN1NG FROLi T#iE S'� WOi7O tLDi•
<br />NNS#DE WjD SHE ?tSf. OF A LADDER OR UrY, THIS APPLICATION IS VALID WHEN 94STALLATION IS INTENDED TO. HE PERFORMED 12 THE INSTA.I ATNYN -CONTRACTOR. IS TO SF� / *{CAULK ALL SHUTTER COMPOWW EDGES *MfCH REMAIN IN CONTINUOUS
<br />FRom THE INSULT OF STRUCTURE. CONTACT WITH THE BUILDING. TO PREVE-W WDIVIRAIN iNTRUMN, GUI:# AND SE`Ad. SHUTTER TRACKS ALL. AROUND FULL
<br />LENGTH.
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<br />1 SERIES IOW INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE NYND0015 SWlFJY INSTALLATION' !S REQUIRED, MO[
<br />PERFORMED FROM TIE€ INSIDE OF STRUCTURE, 11 STORM PANEL VIST'ATL.ATHOR -VIAL#_ COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVDED BY THE JURISMION WHERE PERMIT IS APPLIED TO.
<br />4. 'STILES 2000 IN5TALLAIIEN is APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORTEDNTAL SuMM STYLE. WIMXM WHEN
<br />IN r 1# M WI . E - 2 HXJ#D STORM P ' 14 INSTALLATION IS REQUIRED, TO $E PERf'0RME0 FROM THE INSIDE O STRUCTURE. +N;1'RIT WINDOWS AND OOCIRS. NiG AMR. S'+'S30,5 MTENf PARN�,
<br />5.. ALL. ALUMIMIM EMISSIONS TO BE BDBS--TS ALLOY AND *EMPER. (UNLESS RWIS€ NOTEO,T 15 (+1) THIS PRODUCT EVAL13AT4ON :.. C�UMENT (RED.) PREPARED. BY THIS ENGINEER 'S G'ENEBR; AND DOES NOT PP,� i Ot
<br />INFORMATION. FOR A SITES PROJECT; i.e. WHERE 74F SHE CONDITIONS OttlATE ROM TOM P.E.D.
<br />e, ALL ALUM04UAA SHEEP YT & USED AT CLO$URES SHALL HAVE 31D5-H14 AHOY.
<br />{03 CO ~OR TO. 6E REisPON.STBO,E FOR THE SEIfY'ITON,. PURCNtASE AND INSTALLATION INCLUDING LET SAFEYY OF
<br />x, ALL STEED, SHEET METAL PANELS SHALL PAW STRUCTURAL ONAVTY SIM A51M A-8Sa Gam€ 50 MEN„ GALVANIZED STEEL THIS PRODUCT BASED ON THS RLD, PROVIDED HE/SHE DOES Not DEVIATE FROM THE OONVIONS DETAILED ON
<br />$KIN W/ry- S8,*s *0 (AFTER Ii47t1.m;t} THIS DOU/MENT. CONSTRUCTION SAFETY AT -SITE IS THE .'S RFsPOtt51810.diK.
<br />R, At,L SCREWS 'Eta BE STAINLESS STEEL W4 OR ,318 AST SERIES OR CORROSION RESISTANT COATED CARBON STEP. AS PER DIN (ej THIS PRODUCT EVALUATION DOCTTMENT W&1 BE CONSIDERED INVAJO IF MODIFIED,
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<br />$ W A i E1D STRENGTH B , T€ _ de 5E3AL6 Y 1 E 0T I#T T.3:3,#, :'AW"O € OT SIR'Eta AND O :3' TENSILE SRT tYDTM# iAMPa, w FiORl6A BU LWNO COTE SE ION
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<br />#3E EA ORE-PE'CTFIO F'ROJEGiS BrIALA. PREPARED BY A FLORIDAREGISTERED N OR ARCHITECT W VA Cd REtdA EYY E G#NE£R ARC TE rRCFi LE
<br />B, DOLTS TO BE ,tS7M A 3p3 GALVANIZED a'?'EEL, OR A# .t 304 SERIES TitAMIE.E55 SFE'EL, wYiEt 38 N6# MINIMUM YIFI.D 5TRENGTt1, BECOME 7t#E ENGINEER OF RFS[ORD fE.D.R.) FOR THE A DEL:7 AND D EER O THE PJEOt LE FOR THE PROPER
<br />USE' t� THE P.E.O. ENGINEER OF' TTO, �flNO AS A DEt£GATED ENGINEER TO P.E.O.
<br />THE ENf#NEE'H, SwuKi
<br />TD, ANL'HORS TT3-WALL SHALL BE AS FOLLOWS. '}U$tYTF TO THIS LATTER THE .517E SPECIFIC DR -MKS FOR REVIEW.
<br />(A) TO TO LPN` ruu-Rr
<br />(e) THIS P E.D, SHALL BEAR THE DATE AND +JRIGRux SEAL AND SIGNATURE OF THE PROFE�EONAL ENDENEER OR
<br />- i/*'# TAPCON ANCHORS AS WNUFAC UACD BY VFW. MNIDEX. INC, (MEN. t`e.3192 P', L) RECORD THAT PREPARES it:.
<br />- T/#" R X x/$' CALIC-114 ANCHORS,. AS MANUFACTURED BY DEMALT INC- (FAIN. fc 30000 p-Q 1E. STORM PANEL MANUfACTL7RERa . SHALL.IiE [REAMED ON A READILY V4I0lE LOCATION AT STORM PANED. UV
<br />.> 14- TE j. ,E I yam ,
<br />IF 10 PANELAIA. FEMALE D A PANELMATE PLUS AS#G11 S: AS MANIIFND:IIJREO 't7'T .'LEG CONSTRcTCT101N i'RDCTS. ACOORDANOE WPM SECTION 1xDB,4,3 OF FLOROA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />{3'c"i3m P=G,N;) LIBELING TO COMPLY WITH SECTION 17O B,2 OF THE FL CA BUILDING CODE,
<br />M) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POfYREP CONCRETE SHALL RE 13/4" AND 2" FOR PANELMATE
<br />FEIAIE ID k PANELMAT#: PLUS, -
<br />Ax) MINIMUM EMBEDMENT OF 1/#`A1 X 7/8` CALK -IN ANOMORS SHAD. 8E 1$ 7/8' INTO. CONCRETE, NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL $MALE, BE F`.,RM7FPET9
<br />0SSS. SIDEWALK BOLTS USED SHALL SE LONG ENOLION(SHOULO ANY FINISH MATERIAL EXIST) TO ENGAGE V4`
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<br />ANY) IN LASE 1VAt PRECAST STONE, PRECAST CONCRETE' PANEL s, OR PAVERS BE POMNEI ON IME EXtSTR4 WALL OR
<br />FLOOR, - SHALL 8E LORD ENOUGH TO REACH 'Tilt MAN STRUCTURE J0010 SUCH PANELS. ANCHORAGE SHALL.
<br />BE AS MENT'INIED YN AI) AND IN A2i•: ... 'iw.
<br />167
<br />- FLOItIDA BUILDING CODE Nth Velocity Nurrcone Toner,
<br />- T/#" s TAPCON RHONORS AS MANUFACTURED BY (7W, BUILdE'X; IRO.
<br />- a/a' R :71 7/8' CALK -EN ANCHORS, AS MANUFACTURED BY DEWA41 INC, (I' in-1500 p,s,d�7 s Row i0.TEAx N o.
<br />- #14-10 PANELMATE rVI A,LE ET AND PANELiAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CORISMUCMR a�� ' F� D� ,;� 20 "GE GALVANIZED STEEL STORM PANEL ^�
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