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<br />MA%IMUM AS.D.
<br />COMPONENTS
<br />Maw. PAWED LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (N.)
<br />TO GLASS
<br />CpNU1TION
<br />RATING (p.f.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />2 3/4"
<br />UNBOLTED
<br />3:
<br />�- U/17 �W/ri t B0.iai/Ea SECDONs off SHEETS t7, te. 19 y/1 s.�/17. a 6e'iW/BD _.._. 3: VAX
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<br />O O O O O O O
<br />I 9
<br />t
<br />I :, FItDULAE L161N fA»rx - ` ui wc*�Trar PANEL.
<br />AW
<br />,4;AjI14 - MAX.
<br />(SEE SCHEDULE)
<br />Banco elm"
<br />.. --- eLNa NW W WT a qYR P»6 .-01'ETLM� �•_•
<br />3A/17, 4A/17 BIL/1•. �/f7, 4B/17, 59/19. 3• MAX
<br />1` MW, eAW/tf, TAW/11 • 11AW/110 EXTg= MIL/19, 7BW/1e a arm/t0 i• wN..
<br />..ANCHORS (SEE SECTIONS ON SHEETS 17, IB. 19 k 20).._____.
<br />OPTION 42 FOR UEE SAFETY STORM PANE) ELEVATION
<br />SCALE 3/16'-1• ,/.• „u aFA
<br />0AN O.tw m Ls10'L wum Cl) LIM SAM
<br />/ NL1s r.7— .
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<br />SECTION A —A
<br />SCALE 3/14r-1"
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING [_ ,cad j AND ��4 A• 7k(/r
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3�' VCEN,0' •`�
<br />No. 44187
<br />FLORIDA BUILDING CODE (BB h Yelocify Nu cons Zone
<br />*am itROO. NC.
<br />?y 0�'•. F[` 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />DETAILS FOR OP'j10N,
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<br />FOR rAa 4NC,IOR TIME ON TNt SONLDIAE S
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<br />INSTALLATION
<br />INSTALLATION
<br />DETAILS
<br />FOR
<br />OPTION #2 i'OR LIR FE SAFM STORM
<br />PANEL SYSTEM
<br />INTO EXISTING
<br />1,'4• TAPCON ANCHORS
<br />POURED
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I/1" TAPCON AMC40RS
<br />• 9' D.C.
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<br />POLINCID CONCRETE
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<br />i• No.44167
<br />t0Y PANOWTE PLUS All. . 3/32' IYNO NN V/ASNET
<br />(BEYOND)
<br />.. CONODKTC KOCk
<br />WALL uPM SE'MMMU9�' pAINUALATMb
<br />t7CALE 3/$•-1" -
<br />PAL. VAL/wIlATURIAmn
<br />0101" 20 GAGE GALVANIZED STEEL STORM PANEL plwl, R
<br />GLOBAL PROTECTION PRODUCTS. I.I.C. 07nLRLTi��
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<br />In aw NKNEW)L"L�L-TMRL,In! ,•hii7r.n20-178
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<br />INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru
<br />INTO EXISTING WOOD STRUCTURES
<br />jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii
<br />r^ -... _... `-_ j ACCORDANCEHANG STORM
<br />THE 2020(DMA EOD THIS
<br />Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P
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<br />Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE.
<br />W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED.
<br />I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO
<br />. REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS.
<br />"7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO
<br />j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW.
<br />,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F
<br />IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2).
<br />1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE
<br />+ N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S
<br />MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL
<br />1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•.
<br />7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF
<br />bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER
<br />11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />-;,-_, "SYSTEM
<br />TAS-20J�
<br />... 1
<br />L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS,
<br />t1TPAM11W/ ' r .I
<br />/^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS
<br />(i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL
<br />1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11
<br />'E` PANEL LENM.GTH
<br />OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING
<br />EXISTING
<br />lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON
<br />,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO.
<br />LENGM oN fI[tr 1p 1 Skw
<br />I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN
<br />MN. WWMwM LING AND HOR
<br />4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H
<br />GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB,
<br />1 7 t- __
<br />w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW)
<br />W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF.
<br />}/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �.
<br />• „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY
<br />. ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE
<br />l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON
<br />DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'.
<br />IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED
<br />OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0
<br />(6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL
<br />4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER
<br />WITS
<br />M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL
<br />L I WS SUBMITTO C THIS U W!
<br />1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10
<br />' Lip , 1`V , `o. F0. -� - 1 ' REVIEW
<br />U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF
<br />,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O
<br />Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN
<br />v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS.
<br />11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING
<br />WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE
<br />{ W rwcaN W r o.c
<br />' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT
<br />I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE ,
<br />MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS.
<br />ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO)
<br />y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED
<br />y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l
<br />1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(�
<br />}14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _
<br />.YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt
<br />SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.!
<br />i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2).
<br />SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167
<br />..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s
<br />a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a
<br />fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e
<br />NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG ,
<br />w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL
<br />3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE
<br />IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw
<br />7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1
<br />PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B
<br />aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P
<br />" .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT
<br />w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14
<br />�(�f'•. �• , aL'N. R •Uaf4 NNE N0. 2, W/ SFROIFIC DENSITY CN 0,55 OR EOWI. �•
<br />lEn.:: _ G , 1t• !w a. ,r r1la., II,�a A 3NM "fO111 LniMBF-TBAB. rwc LM,)♦w-BHT 20-176 �i • • ••••• . r 7 wWAW WAia n AWr npNE LBw 20-178 , Zama
<br />a aw W, r a " WIWc. (Be{fAB7i a. r11i4 E+B+Ww-BAT '1G'
<br />M",` 1SC/ .,. � E . � wA.• faLl w_1 ,li'E.. TILL n", PN-1•N -____ _ _ �•.r�iia Frs: (MQw-s»7 _ __ _.._ Fw , (r E»„FW R+. . a.-IAn
<br />i��•VCENSF`
<br />i• No.44167
<br />t0Y PANOWTE PLUS All. . 3/32' IYNO NN V/ASNET
<br />(BEYOND)
<br />.. CONODKTC KOCk
<br />WALL uPM SE'MMMU9�' pAINUALATMb
<br />t7CALE 3/$•-1" -
<br />PAL. VAL/wIlATURIAmn
<br />0101" 20 GAGE GALVANIZED STEEL STORM PANEL plwl, R
<br />GLOBAL PROTECTION PRODUCTS. I.I.C. 07nLRLTi��
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<br />In aw NKNEW)L"L�L-TMRL,In! ,•hii7r.n20-178
<br />r1n � _ �- »„ elI1WIP NR
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<br />INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru
<br />INTO EXISTING WOOD STRUCTURES
<br />jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii
<br />r^ -... _... `-_ j ACCORDANCEHANG STORM
<br />THE 2020(DMA EOD THIS
<br />Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P
<br />}
<br />Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE.
<br />W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED.
<br />I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO
<br />. REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS.
<br />"7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO
<br />j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW.
<br />,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F
<br />IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2).
<br />1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE
<br />+ N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S
<br />MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL
<br />1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•.
<br />7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF
<br />bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER
<br />11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />-;,-_, "SYSTEM
<br />TAS-20J�
<br />... 1
<br />L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS,
<br />t1TPAM11W/ ' r .I
<br />/^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS
<br />(i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL
<br />1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11
<br />'E` PANEL LENM.GTH
<br />OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING
<br />EXISTING
<br />lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON
<br />,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO.
<br />LENGM oN fI[tr 1p 1 Skw
<br />I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN
<br />MN. WWMwM LING AND HOR
<br />4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H
<br />GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB,
<br />1 7 t- __
<br />w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW)
<br />W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF.
<br />}/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �.
<br />• „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY
<br />. ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE
<br />l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON
<br />DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'.
<br />IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED
<br />OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0
<br />(6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL
<br />4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER
<br />WITS
<br />M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL
<br />L I WS SUBMITTO C THIS U W!
<br />1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10
<br />' Lip , 1`V , `o. F0. -� - 1 ' REVIEW
<br />U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF
<br />,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O
<br />Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN
<br />v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS.
<br />11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING
<br />WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE
<br />{ W rwcaN W r o.c
<br />' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT
<br />I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE ,
<br />MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS.
<br />ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO)
<br />y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED
<br />y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l
<br />1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(�
<br />}14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _
<br />.YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt
<br />SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.!
<br />i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2).
<br />SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167
<br />..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s
<br />a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a
<br />fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e
<br />NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG ,
<br />w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL
<br />3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE
<br />IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw
<br />7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1
<br />PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B
<br />aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P
<br />" .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT
<br />w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14
<br />�(�f'•. �• , aL'N. R •Uaf4 NNE N0. 2, W/ SFROIFIC DENSITY CN 0,55 OR EOWI. �•
<br />lEn.:: _ G , 1t• !w a. ,r r1la., II,�a A 3NM "fO111 LniMBF-TBAB. rwc LM,)♦w-BHT 20-176 �i • • ••••• . r 7 wWAW WAia n AWr npNE LBw 20-178 , Zama
<br />a aw W, r a " WIWc. (Be{fAB7i a. r11i4 E+B+Ww-BAT '1G'
<br />M",` 1SC/ .,. � E . � wA.• faLl w_1 ,li'E.. TILL n", PN-1•N -____ _ _ �•.r�iia Frs: (MQw-s»7 _ __ _.._ Fw , (r E»„FW R+. . a.-IAn
<br />INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru
<br />INTO EXISTING WOOD STRUCTURES
<br />jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii
<br />r^ -... _... `-_ j ACCORDANCEHANG STORM
<br />THE 2020(DMA EOD THIS
<br />Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P
<br />}
<br />Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE.
<br />W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED.
<br />I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO
<br />. REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS.
<br />"7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO
<br />j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW.
<br />,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F
<br />IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2).
<br />1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE
<br />+ N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S
<br />MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL
<br />1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•.
<br />7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF
<br />bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER
<br />11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />-;,-_, "SYSTEM
<br />TAS-20J�
<br />... 1
<br />L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS,
<br />t1TPAM11W/ ' r .I
<br />/^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS
<br />(i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL
<br />1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11
<br />'E` PANEL LENM.GTH
<br />OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING
<br />EXISTING
<br />lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON
<br />,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO.
<br />LENGM oN fI[tr 1p 1 Skw
<br />I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN
<br />MN. WWMwM LING AND HOR
<br />4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H
<br />GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB,
<br />1 7 t- __
<br />w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW)
<br />W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF.
<br />}/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �.
<br />• „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY
<br />. ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE
<br />l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON
<br />DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'.
<br />IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED
<br />OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0
<br />(6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL
<br />4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER
<br />WITS
<br />M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL
<br />L I WS SUBMITTO C THIS U W!
<br />1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10
<br />' Lip , 1`V , `o. F0. -� - 1 ' REVIEW
<br />U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF
<br />,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O
<br />Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN
<br />v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS.
<br />11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING
<br />WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE
<br />{ W rwcaN W r o.c
<br />' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT
<br />I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE ,
<br />MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS.
<br />ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO)
<br />y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED
<br />y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l
<br />1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(�
<br />}14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _
<br />.YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt
<br />SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.!
<br />i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2).
<br />SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167
<br />..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s
<br />a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a
<br />fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e
<br />NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG ,
<br />w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL
<br />3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE
<br />IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw
<br />7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1
<br />PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B
<br />aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P
<br />" .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT
<br />w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14
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<br />FOR SERIES 2000 DIE 1000 E—Z HANG STORM PANELS
<br />(SCALE
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<br />_..__. _._.. _. 12,500' (EFTLCTME WIItH7 t-2,250•
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<br />BIOME ]�/'J2• -T-
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<br />j1). DEEY6MTL. DF jEMFc 7000- E - 2 IMNR STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />Cont. TPACItS TOP ! BOTTOM.
<br />(2)D. PANELS STIALL ALWAYS Be CONNECTED TO BOTTEIM WRACK OTHERWISE A STOP BAR
<br />B SHALL DE PROVIDED AT TOP OF SUCH PAe214,
<br />(3). K END PANELS ARE CONNECTED TO BOT10M TRACK. COINNECTION SHALL CONSIST of
<br />1/4'e-20.3/4' M.S w/ 7/6'PA.s134' WEND NUr oa )/4'PNsi4• Mfn. ,HUA185CREW
<br />ALTO IAPi'ED .BOTTOM TYL1Ck LpC,LTpN Oi FASTENERS Wr Bf AT ERHOT OF TWO
<br />EXTERIOR FIAT FLANGES OF END PANEL
<br />({). N CASE TINT ENO PANELS ARE NOT CONNECTED TO BOTTOM iWAfa( ().e. A STOP BAR
<br />K ONLY USED A7 TOPEE'}}j' A, BAST 1W0 PANELS SHALL BC CONNECTED ,O BOTTOM TRACK
<br />TOI �1Si0117fAIACK MAY OCCUR OCCUROA ( ILOCATIDI.GLSE, CON
<br />NECTIOFi OF PAWLS
<br />(S) SEE SECTION ,', J' A /' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 2S ....._._..
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<br />(,) OFSIT'IrtKII Of SERIES ,COO: E - I IW1Fi STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />TRACKAT TOP & r7 BOTTOMS
<br />w/ µELLNTES, MATE PLUS OfEND PANELS SMALL
<br />AWtAt IS' LONG
<br />(2) PANELMxtES WILL ITB' USCD ,,(qq(��((]]MLLC//ONNE.CrSE�a LT�EXl,Q1 FRACIf 9a1yT�OM.y EFgT' PANELS
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<br />(3), iT)R CASES WHEN END PANELS ARE USE JpNiLY IN/
<br />15' LON6 T�
<br />AT
<br />ajlTTgA DI1T END PANELS ARE NOT oonNfCiFD To BaTi'ON TFNCN STOP BAR
<br />I� SW1L1 BC PROIOED AT TOP Or SUCH PANELS
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<br />MAY
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<br />NOT NEED TO BE cGwLECTEo TD (T3R)F U'r ANY uEANs�. iRACX (2) sNAu. BBBEEE NSIALLEO
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<br />LU
<br />Q
<br />= Z
<br />Z
<br />a
<br />^J
<br />Li
<br />SHEET N0.
<br />SH 1,2
<br />SHEET N0.
<br />SH 1,2
<br />
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