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<br />I,NSTALLATiON DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />1' WOOD HEADER _ le HEADER -«.. �,. WODO HEADER 1IiI, BROOD ,WARDEN
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<br />1 E-2 HANC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMENT (P.E.D) I" BEEN VERIPNED FOR COMPLIANCE IN 8.1) MINIMIAM EMBEDMENT OF TAPCON ANCHORS AND PANELWNE TE FEMALE D e PALMATF PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 f7th EDITOR) OF THE FLORIDA BNILDING CODE. BLOCK SMALL. BE I I/A,
<br />DESIGN WIND LOAD$ SMALL K DETERMINED AS PER SEChON 1620 OF THE ABOVE MENTIONED 1:00E, fill) MINIMUM EMBEDMENT OF 1/4.0 X 7/0' CALK -IN ANCHORS SHALL N IS 7/8• INTO CONCRETE.
<br />FOR A WINO SPEED AS REQUIRED BY INC JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH WTERAL SHALL BE PERMITTED,
<br />FOR A OIRECTIONUIY FACTOR Ke-0.86. USING ASCE 1-16 AND SHALL NOT EXCEED THE MAXIMUM (RSA) 1/4' 0-20 $5 SIDEWALK BOLTS USED SHILL BE LONG EN000H(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATIN6S INdCATEO ON SNEETS 25 AI 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SMALL 6E FIRST REDUCED TO ASO. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8..3) IN CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (AS D) DESIGN PRESSURE RATINGS INO SITED ON SHEETS 25 a 26. ANCHORS SHALE BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH PANELS. ANCHORAGE
<br />SMALL N AS MENTIONED IN 0.1) AMC IN 8,2).
<br />IN ORDER TO VER6Y THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVEQ STRESSED. A 33R INCREASE
<br />N ALL 5T FiNe IN THEIR ANAL F ERS LNG D WOOD 11A5 BEEN
<br />I ALLOWABLE STRESS WIND LOADS WAS USED E YS15 ASPEN SPAC DIOL
<br />G ANCHORS INSTALLED (LAVING M. R F 'T WTH N. t SMALL, N ALOE FOIL ALL OF F RECOMMENDATIONS AND 9Pf,C1 ,CAROMS OF THE ANCHOR'S
<br />DETERMINED IN ACCORDANCE D s 20 5 ( )
<br />WNuiAI:1LRIER.
<br />P F FAG N RV IN N 8 6 STORM ANL'l's ADEQUACY OR IMPACT AND FATIGUE RESISTANCE HAS BCE VERIFIED ACCORDANCE CORM SEATO 1 2 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 11 2032, AS PROTOCOLS TAS-,201, II IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SMVTTER SMALL, 014LY N ATTACHED TO CONCRETE, BLACK
<br />2 INS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING •HE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/0 THE USE OF A UDDER OR LIFT THIS APPLICATION IS VINO WHEN INSTALLAT IN 15 INTENDED TO BE PMFORME.D 12. THE INSTALLATION CONTRACTOR S TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOLIS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH MC BUILDING 10 PREVENT WNO/RAN INTRUSION CALKK AND SEAL SHUTTER TRAM AU. MOUND FULL
<br />LENGTH.
<br />3. SERIES 1000 RKTAIATION IS APW_ICA811 TO 504CU AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REWRW 10 BE
<br />PERFORMED FROM THE INSIDE of STRUCTURE 13 STORK PANEL INSTALLATION $HALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLU5 ANY BUILD" AND ZONING
<br />REGULATIONS PROVIDED BY yME JURISDICTION WHERE PERMIT IS APPLIED 70.
<br />4. SERIES 200E INSTALUIIWN Is APPLGABLE TO sIwAl AND DOUBLE HUNG AND HoRQONTA, M,fumS STYLE. WNONYS WHEN
<br />INSTALLATION IS REWARCO TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, 04C. E - Z HAND SMARM PANEL SYSTEM' IS P01W PIBp411.
<br />5. ALL ALUMINUM EXTRUSIONS TO BL W63-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (o) THIS PRODUCT EVALUATION ODCUMEM (P.E d) WEPARED BY THIS ENGINEER IS GENERIC MO DOES NOT PROMDE
<br />IWOR"11ON FEW A SITE SPECIFIC CT; 1.•. COHERE THE SITE CONDITIONS DEVIATE FROM MF P-E.p.
<br />e. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 3TD5-M14 ALLOY,
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SLLECION, PURCNLASE AND INSTALLATION INCLUDING LIFE SA11Tv OF
<br />7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTIR A-GS3 GRADL 50 IA., GALVANZED STEEL THIS PRO)OCT BASED ON THIS. PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESGfUTON W/Fy- 58.5 IW (AFTER ROLLED). THIS DOCUMENT CONSRUCT1oii SAFETY AT SITE IS THE CON:RACTGR•S RESPOM3IBIUTY,
<br />8 ALL SCREWS M N STAINLESS STEEL 304 OR 316 ASt SEIM OR CORROSION RCSIS7ANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALLATION DOCUMENT WILL N L'ONSOERED INVALID IF MwF)ED.
<br />WG16 W/ 50 Im Win STRENGTH AND 90 Net tEN%0LE STNEMMM k SMALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2411.3.34
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO N ASIM A-307 GALVANIZED STEEL OR AU 304 SERIES STAINLESS STEEL WrrH 36 091 MINIMUM YIELD STRENGTH. BECOME THE aN)INEEIE OF RECORD (C.0A.) FOR THE PROJECT AND WHO WILL 6E RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEOMED ENGINEER TO THE P,ED. ENGINEER, SMALL
<br />10 ANCHORS TO WALL SMALL N AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) °�0_C3FXE8ETE
<br />(4) THIS PEO, SN4AI,L BEAR THE COTE AND ORIGINAL SEAL AND SIGNATURE M IRE PRpifB$IONAL ENGINEER OF
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY (TW BUIEDEX, INC. (MIN, f'CA3192 P.A,i.) RECORD THAT PREPARED It
<br />- 1/4' • X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWAO INC(MIN f`4-3000 P.a,l.) 16. STORM PANEL WNUFACTUREWS LABEL SMALL N LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- #14-10 PAWLWTE FEMALE ID 6 PANELMATE PWS ANCHORS, AS MANVI-AC'TURED BY ELCO CONSTRMriON PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIN BUILDING CODE, ONE LABEL SHNl BE PLACED FOR EVERY OPENING
<br />/'C-33s6 .■.t 1 IfBE1Jt40 TO COMPLY WITH SECTION ... � T FLORIDA ( P ) 70B 9 2 OF HE ORIQ4 BUILDING CODE
<br />A. i) NNAIUM EMBEDMENT OF TAPCON ANCHaRS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE
<br />FEMALE O A, PAN'HLWTE PLUS.
<br />A2) MPMR" EMBEDMENT Or t/4^' X 7/8' CALK -IN ANCHORS SMALL BE IS 7/0" INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERAL SHALL BE PERMTTIM
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOLDN(BNOULD ANY FNISM WTERIAL EXIST) TO ENGAGE 3/4- Hllw1N�,
<br />INTO ANCHORS,
<br />�'(ERA TJ[j
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS KFOUND ON 1HE EXISTING WAl OR "•'
<br />FLOOR. ANCHORS SHALL N LONG ENOUGH TO REACH 714E MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL 3:''•�,10ENfF'•.
<br />BE AS AWNTINCO IN AI) AND IN AI).
<br />a No. 44167
<br />(B) TD. nc15IIB ONCaErE.EILO k RILL.. * *
<br />'•* FLORIDA BUILDING CODE. (High VelocityNu cons Zone
<br />- I/4' • TAPCON ANCHORS AS MANUPALTLREo BY TTw 9I11LD[7(. INC
<br />- 1/4' P K 7/9• ANAL -IN ANCHORS. AS MANUFACTURED BY OEWALT INC (1'm.l$00 p,■.I,) p•. A• Ote70 tA1Elq RG. FP.
<br />-'t4-10 PANELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION "r •..,1,- 9l : ;'h' 20 GAGE GALVANIZED STEEL STORB PAW
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<br />OF SUCH PANELS SW'll N CONNECTED TOB/(E2i") wf t/4Y-2Dw3/i"'us. w/ 7/ 3/)�' +aRWM)3 0 NNim a ' a I> d'°�T F°) 6 • WIT,
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<br />--I 1I5' (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SNMA CONW. OF DESCRIBED ON NOTE (3) LOW),--p-�-'
<br />C•••• 1/4••-20w - M.S. W 7 B•N413 ]2' 1WFO MR Olt 1/4'•N3 a• MITT. THWEISCREW WALL Md1MTINEi.1NST' MOOR TO CEII�NO MOUNTB,ICa INST, flII1LD-OUT MOUNTING INST, L I y ( (3), FOR ClSEI WHEN END PANELS ARE U$E JONTLY WJ 15" LONG AT
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<br />t4 ONLY USED A7 TOP) AT lfA9T TWO PANELS SMALL N CONNECTED 70 BOTTOM 4RACN (4). FOR INSTALNAt10N5 WHEN END PANELS AND SOME I/RERIOR PANELS ARE DIRECTLY SX!!�tdp f
<br />MOUNTED 10 LYISTItO PAU WAIL MEANS OF PANELAA7E5, ONE RNTCRKIR PANEL i KE NncaxAr,oxe IfOLIeMRKIS rPI1
<br />i wflA USING SPECS 64DICATEQ ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE USED JON'FLY W iNACN ///(Q(Q(Q,,,,JJJ AT BORON ATTACHING BORON TRACK TD WALL n VK v 00 A T0. a M V1LLINNNN to
<br />R TLp A. T/ To eoTioM TRACK WY OCCUR AT ANY PANEL LOCATKRt NOT
<br />1W0 PAWE(AATES FOIICMI I ND S110Tn1 on ELEVATION AD W/ �3 TJ2 V (L 3 E a Rwa . S a A, GROV Y6FD aNwloGe w IffiD°R A r r W
<br />QQ wER EDGE DISTANCE. FDR MIS MTRL'RIOIR PANEL uSED JD(AB�C(fiLCY91MwL/L (B2E) mEs J I mo, j
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<br />"1 750• O96 (TM.1 �►!; •,\i'iEN .GI Y�NNILA• TIFF) N07 NEED TO BE COAWDCEED TO BY ANY MEANS. iRACN INSTALLED '••
<br />p� •_i SUCH fRAT AdNLCENf PANELS ( lE'PI' 6r nfQNi SIDE OF AT, PANEL) HAVE �a7ltp�3/ �` • •�'1C ••:
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