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<br />OPTION ,#2 FOR LIFE SAFETY3STOR� PANELO ELEYATION
<br />SCALE
<br />MAXIMUM A.S,D.
<br />DESIGN PRESSURE
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<br />DETAILS FOR OeT19,11#2 FOR FIE SAFETY
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<br />ASEE REi140NStOtf 9HaE'P 2e"IFJOOa PRkq$3,.'K°.. t'J2"
<br />.
<br />IA7TE !. /�y Ot .. WJ OR W f :.S t ( ACH
<br />® : LAST PANEf_ Ta NiStAU.t17 Al T'Adf :. a OPENMIC BE AILLED c
<br />SANE44 ALYAYYSS
<br />- :(}� wY
<br />- OPENING �vtL AL1M15 PRaADEO w// REAP HA E Ta FiCVTM1E pK7AL4{nptf
<br />TO fAMTWK "MAU
<br />REAR FNNNOI£ RON W ,NYEIWEO TO INSTALLED FROM
<br />�.By P INTENDED is BE INSTALLED "wM .� INSIDE Or STRUCTURE.
<br />_A3YE 3/32` « i' _ _ ANivIDE CIF SiRF1CTUgE - BtA1.E ,ij+al• . r'
<br />r-1/4' MG. OM -y ,/A•. iMrt OAR, if4' RM. CAP 1fN 4- GAP-_-{,-:-
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<br />.
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<br />RN�TXXN
<br />(11, DUOE.' SERIES ,ODD: E - 2 HANG STORM PANEL SYSTEM CONSEY NG OF PANEL +
<br />NOTESTRACKS AT TOP III P.WELMATE PLUS OR T5" LONG
<br />'SYSTEM 2 AT J8CFMR W/ PANELMATES,
<br />(1). AElj(ILON W,:5 MEBiElL$(DO_D, E - 2 WING STORM PANELCONSISTING OF PANEL <
<br />Cwtl. TRACKS TOP h BOTTOM. (2). ENO PANELS S1NLU. ALWAYS BE CONNECTED TO E}OkO Sltl wALt, BY TAFANs OF
<br />(2) D PANELS SHALL ALWAYS BE :.CONNECTED 14 BOTTOM TWA OTHERWISE A STOP BAR PANFSVMTES OR. E USED NTLY Wf,T (2) iRACIt AT B6T7OM E PANELS
<br />SHALL BE PROVIDED AT TOP Of SUCH PANELS. SHALL CONNECTED TO wf 1 4"#-26x3 4 .5, W 7/ ""ja:'s
<br />WING NUT DR 1/4`h2 M' . AS
<br />PFCO TM W
<br />(3), IF END PANELS ARE CONNECTED? TD BOTNM TRACK. CONNECf:ON SHALL CONSIST OF DESCRIBED GN NOTE (3) 0
<br />1/4"A-2Qx3/4"WMNG iNUT OR 1/4'ps3f4` Mtn. THUMBSCREW
<br />(3). FOR CASES WHEN END PANELS 1 " (2� () ARE (� UOIPfRY W S LONG AT
<br />RNTD TAPPFA @OT'EtNI T�LOCARON OF €1t>TENE'p5 MAY BE AT EITHER OF TWO f
<br />BUT END PANELS ARE Nor CONNECTED TO BUrtOM 7RAP,KC, XSTOR
<br />EXTERIOR FLAT FLANGES OF END PANEL BAR
<br />6 SN(eLl. DE PROVI�D AT TOP OF BUCK PANELS.
<br />(4), IN CASE THAT ENO PANELS ARE NOT CONNECTED PO BOTTOM tf(AWC It•e- A STOP BAR (a), FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR RAINEIS A,t$ piRECTLY
<br />IS ONLY USED AT TOP) AT LEAST TWO PAMt3S SWLLL Be CONNECTED TO BOTTOM iRACN MOUNTED TO FJtIShNG 51/LL/ BMIJ. OF PANEUJA7ES. ONE iN9iREIR PANEL
<br />ASIML 14.IX:1TKK4.#4 SUCH C45E, CONNEL'TION OF PANEt_S SED AT
<br />To 1: ON (A[fY K3TO W2ALL
<br />JOHN FOLLIAYINGR
<br />MAY7BE
<br />BOftING OM X MAYS OCCUR AT PANEL SHOWN ON ELEVATIOBOTTOMN AND W J IIyy��
<br />- 1"`E, iHis -
<br />U
<br />- Min, EDGE OSOT
<br />P
<br />5 E ON 1' 3' A' SHEET 4 H ItATERHOR ANR USm JO Y W
<br />() 9E SECTION , k ON 2 . SEE ANCHOR SCHEDULE ON SHEET 23. / i2) ES
<br />NEED ToTAN FOR
<br />A O
<br />��'�i N5 nSAT ADJBAECI PANELS (ty0 BY dt RR+aT'` DE C i STfAtLPBBfE I) HAVE
<br />/ THEIR t?VERNAPS RETA)NED 8Y
<br />•-,,wyYl
<br />Usv,4wN..••„" ,^y, (2,_,)
<br />� FLORIDA BUILDING CODE (Nitsh Velocity Hu Came Zane)
<br />. No, 4 167 `. s 0 n' 20 GAGE GALVANIZED STEEL STORM PANEL FP.
<br />-""
<br />ro`.s STAT O = = ._ B! (�N w LOBNIL. PROTECTION PRODUCTS, U.C. Bum
<br />�. Q
<br />,t i NFI iE9c.
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<br />.._..__y4'
<br />TAPCON ANCHORS
<br />TAPCON ANCHORS
<br />_
<br />0. O.C.
<br />_tea"
<br />• s!° A.C.
<br />POURED LVNCRETE i'�
<br />OR CONIdtEIE BLDcx`': , *,,
<br />POURm CONCRETE �•
<br />fRt NXHNCREtE BYCCN,
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<br />@ ate
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<br />.._MED CONCRETE
<br />OCR CONCRETE BUCCK
<br />WALL REQUIRED
<br />ALLAT"
<br />SCALE 3/8'.1*
<br />SEE SHEET It ! 2O FOR ANCHORS TYPE A
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<br />SCHEDULE 'm'a. LEYRF SS THAN INDICATED
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<br />RAW) ammo. OMxIt (AiJ
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<br />By THE FOLLOWING FA&ICR5, FER 1NA5
<br />DPEw3IN1 TO BE POSSIBLE.
<br />1 t/A
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<br />BE LESS THMH WWUM S»ACNC INDICATED
<br />FOR EACH AN CHDA TYPE ON TUNS SCHEDULE
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<br />{BEYOND)
<br />ORRED CONCRETE
<br />CONCRETE BLOCK
<br />REQUIRED
<br />a LIFE $&MY PANEL
<br />SCALE 3/8'+1"
<br />L."FNFRAL NOTE- Y&M F-Z NARK 1121IM FANFI_ fi 12M
<br />1 E-X HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN RI) MINIMUM DADEOM04T OF TAPCON ANCHORS AND PANELMATE FEMALE [0 A, PANELMATE PWS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7tR EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE 1 1f4'
<br />CODE. 0.2) M OF1/aY K MATE CALK -IN ANCHORS SHALL IS 7/6' INRt CONCRETE.
<br />DES" WIND LOADS SHALL AS PER SECT 16 OF I DE DETERMINED BIN 20 HE ABD•ff ILL EDMENT
<br />E IN
<br />A I T FOR WIND SPEED A5 REQUIRED BY JURISDICTION WHERE SHUrf€RS � N HE ERE THHESE WILL INSTALLED AND NO EAI�OAIEMT H RDO AND'
<br />O EMBEDMENT WI MATERIAL PERMITTED. SHALL BE PERM
<br />FOR A F 7-i O DIRECTIONAL.ITY .ACTOR 7CdrO:BS. U ASDE 8 AND NOT EXCEED THE
<br />SING SHALL E MAXIMUM .D. /4 20 BOLTS
<br />DOLTS USED SHALL BE LONG ENOUGN(ShOULD ANY FINISH, MATERIAL EAST) 70
<br />TO
<br />OE51ON PRESSURE RATINGS INOYCA}Ep ON SHEETS 25 k 26, ENGAGE 3/a' INTO ANDHORS,
<br />" I INCH
<br />IN ORDER TO VERIFY THE ABOVE. CONDITION, 'ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18
<br />SHALL BE FIRST REWCE'D TO A 0" DESIGN WIN t:TIP• Y S O LOADS BY MU ,. LNG THEM BY 0.8 IN ORDER TO 8.3 IN CASE THAT PRECASTSHONE DR P F PRECAST
<br />CONCRETE PANELS WALL„
<br />FOUND ON THE EXISTINGPANELS.
<br />TO COMPARE THESE Wj MAX. (ALTO DESIGN PRE;,.SVFif RATINGS INDICATED ON SHEETS 28 d 28, ANCHORS S11At1 BE LONG ENOUGH TO REACH THE MAN S1RUCn1RE BEYBNB SUCH PANES. ANCHORAGE
<br />H THE TV
<br />SHALL BE AS MENTIONED IN 8.1) AND IN 8.2)•
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 4N THIS P.LM A5 TESTED WERE NOT OVER STRESSED, A � INCREASE
<br />E.N. AULOYYABLE STRESS FOR WIND LOADS WAS jNM•.L USED IN THERE ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />AM HE
<br />DETERMINED IN ACCORDANCE N.O.S.I C ANC CG W+NCi WDN NLD2 5 HORS � BEINSTALLED' A..
<br />4 ) SHALL FOLLOWfND LL Df THE R RECOMMENDATIONS AND F N (ECOMM SP.£CT. I(°AflO 5 OFTHE ANCHOR'S
<br />MANUFACTURER.
<br />STORM ROWEL'S AQEOIIACI' FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (#°"
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, TI N SHAD DE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-2O2 AND TAS-2pJ. IS TO BE ATTACHED TO UNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />OR WOOD FRAME BUILDINGS,
<br />x. THIS SYSTEM F(Ai BEEN DESIGNED TO B tN5fAA.LE:D THE OUTSIDE OF tN £ ON S7N551D THE OPENING ACCESSINC THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VALID WHEN OISTALAAT40N 19 tWtNOEO TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR 13 TO SEAL/CAULK ALL SHUTTER. COMPONENT EDGES WHICH REMAIN IN :CORTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT YINO/RAIN INTRUSION(, CAULK AND SEAL SHUT1£R TRACKS ALL. AROUND FULL
<br />LENGTH.
<br />3. SERIES LOCO IN'sTALLAMDN 44 TO S AN APPLICABLE SINGLE D [XktB1E HUNG STYLE WINDOWS wHFla INSTALLATION t5 AILA RFAVRtED O BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY With SPECS IINDWATED IN THIS DRAWING PLUS ANY BUILDING, ANO YOMNC
<br />.
<br />4. SERIES 2000 INSTALLATION S APPLK;ABIE Tfl SINGLE. AND DOUBLE HUNG AND #dOR201ItAl SLIDERS STYLE WINDOWS WHEN REGULATIONS FRONDED BY THE JURISMION WHERE PERMfT IS APPLIEDRt,
<br />ON N51"MLAT f5 RRiU1RE0 TO K PERFORMED FROM 'HIE N EE OF STRUCTURE 14ATRIUM WINDOWS AND 005. INC. E - Z HANG StORMT?AAELSfSTEM . IS PA7EN1'
<br />5. ,e[1 ALUMINUMEKTRISS'10N5 TO BE 3-T8 ALLOY . N 5. a iH15 PRODUCT EVALUATION PREPARED BY 6Q6 ANL TAMPER. [UNLESS
<br />w SE OTEO) () THIS ENGINEER isDOES PIRtX1D£
<br />PROJECT: )I.e.
<br />iNOT
<br />INFORMATION FOR AASIIE SPECIIC WHOM THE CONDITIONS OEEMTE FROM
<br />8. At1 ALUMINUM SHEET METAL VSID AT CLOSURES SNW, HAVE 3105-HI4 N.!>OY,
<br />JOY,
<br />(6) CONTRACTOR TO BE RESPONSTBL.E FOR THE SELECTIYN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF
<br />7. ALL STEEL SHEET METAL. PANELS SHALL KNVE STRUCTURAL DUALITY SnEl. ASIM A--.653 GRAX 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E,O, PROVIDED HE/SHE DOES NOT OE"+RATE FROM ONE CONOM0145 DETAILED ON.
<br />OESYGNATENN 58 - W/ y P .5 kp 1 (AFTER ROLLED), THIS OQCUMEHT'. CONSTRUCTION SAFETY A5 SITE IS TK C'Qri7RAC'FDR"S RESPONSINUrV.
<br />B ALL SCREWS TO BE STAINLESS STEEL. 304 OR 315 ,VSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PROOUC7 EVALUATION DOCUMENT Wu BE CONISYDERED INV,AUO if MODIFIED,
<br />=18 W 56 ket YIELD SREdNT H AND 90 hTENSILE STRENGTH A SHALL COMPLY wFLORI- A BUILDING LDING CODE SECTION 24713.3.a.
<br />d SITE SPEC" PRO,IECfS SHALL PREPARED BE ARID BY A FLORIDAREGI
<br />STERED iSFERHO ENGINEER DR CH Yn Writ LL
<br />4, BOLTS t0 BE A57M A-307 GALVAM2EQ STEEL, OR TALE. 304 SERIES STAINLESS STEEL. WITH 36 kV MINIMUM YIELD STRENCDL, THE ENGINEER OF RECDRO FOR THE RESPoNS
<br />DELEG AND WHO WILL RESPONSIBLE FOR PROPER
<br />USEBECOMEOF CORD, A
<br />RECORD, ACTING AS A DELEGATED ENGINEER 1O THE P.E.D, ENGINEER, SMALL
<br />O E R,
<br />USE �' THE P.E.D. ENGINEER OF ETE
<br />THE
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SLINK TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR R€tAEW.
<br />(A) jO F1LIA'TIM1M PnURETt C}i
<br />(p) THIS RED. SHALL DEAR THE DATE ANO ORIGINAL SFN. AAtD SIGNANRE OF THE PROFESSIONAL iN01NETJR OF
<br />- I/4"e TAPCON ,ANCHORS AS MANUFAMPM BY IT.W. BUILT!' E!'X INC. (MIN. V-311k2 p.►i,) RECORD THAT PREPARED !T.
<br />- 1/4' r X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC, MN, I"t-4000 px;,) 16, STORM PANEL MANUFACTURERS LABEL. $HALL BE LOCATED: 014 A READILY VISIBLE OCAM ' A7 PANEL
<br />#14-10 PANELMATE FEMALE 0 e: PANELNAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. STORMEiW
<br />ACCORDANCE E. 3 SECTION 1708 & GYr` FLORIDAN�'LORIDA DU COD
<br />E pE, (A:BEi. SfNALL BE PLACED FOR I -
<br />(T'a.335D VERY OPEN SIG..
<br />P.s.1;) LABELING TO COMPLY W1FFN SECTION T 709.8,2 Of THE FiORI7A BUIlbPIO CODE..
<br />COMPLY
<br />A:t) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETT SHALL BE 1 3/4` AND 2" FOR PANELMATE
<br />FEMALE 10 At PANELMATE PLUS.
<br />A2) MINIMUM DA80MENT OF tf4'0 X 7/8' CALK -IN ANCHORS SNAIL BE IS. 7/8" INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMMEO,
<br />N"A11-20 SIDEWALK BOLTS USED SHALL BE LONG E:NWGH(SHOULD ANY FIN04 MATERIAL MST) TO ENGAGE 3/4`
<br />TONCHORSS S. FHNYPg�/F���
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE T �.H' A" '•.mil
<br />EXISTING WALL OR
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL ` UCEAI,SF •.
<br />„}•
<br />BE AS MENTINED IN AA) AND IN A,2). '..
<br />y, NO, 4916E
<br />*`_
<br />- 1/4' r TAPCON ANCHORS AS MANUFACTURED BY I.T.W: BUILDEX. INC a FLORIDA BUILDING CODE. NI h Velocity Hurricane ZoM
<br />- 1/4• r X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (C-1500 P,A.1,) %Qom,•. ALL Y • ,• atom 11TFDa ML 2p GAGE GALVANIZED STEEL STORY PANEL rp'
<br />-. #14-10 PANELMATE FEMALE IO AND PAELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIOOM i .. OWa,'rN er:
<br />PRODUCTS {fa-i' xD7I PA.T, ")
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