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<br />INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM one ,Lrnez, ,BLEW e_2 „eE,o �enE ,Wawa syste�E
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1, E-2 HAND STORM PANEL LMMM ON THIS PRODUCT EVA UWMN DOCUMprt (P.E.D.) HAS BEEN VIDW iED FOR CMPJWM N 9.1) WMAN EMKDWW OF TAPCOM ANOIORS AND PAIBELMA,E FDAALE O a $'N*LMM PLUS INTO CONCRETE e+►i
<br />--Y• - �- �''c\/Y'-; - -Y f 1/4-
<br />ACCORDANCE WIN THE 2020 (7lR EORgM) Of THE FLORIDA BLMDo1f CODE. BLOCK LIVE BE 1 . �V
<br />I ) / /4' CiALK-IN ANCHORS SMALL K M 7/r INTO CONCRETE. lV
<br />1 r, - DESIGN WIND LOAN SHALL BE OrnMM ED AS PER SECTOR Ie40 OF THE ABOVE MENTIONED CODE. 9.2 MINIMUM EY9FDYOR OF t sY M 7
<br />TH00D NEA901 -'` Sp00 NUOp -.-.. : -�OOp WADER l FOR A Wllb $ICED AS RIOLARED 91• T,E WHERE THESE LKlT1ER5 I ANO f W10OK
<br />•-,:WFItp RFa1AKD 14[WNm ` �• "�- " TIpN � NO EMBEOMO/ Rf10 AN'/ FW145N SHALL BE PERIIRI®.
<br />MR A DIRECTIONALITY FACTOR KN-OAS. U95M � T-,e AND SHNl NDT ESCEED T LNIfIM S.D.) ,
<br />.•"'� - '� •.•�' `"� '��l IWIOEw •"` 0ESI01 PR(7OIME M7INDS IMtCA1E'D ON SNRII 2S a 2f. /4, 0-20 SI BOfWUK BOLif IMFD STALL K LOIN OMU04(LMUlO AIRY FINISH WT[AAL �>7 70
<br />`' 1 1 4Y TAFCON e r O•C, f '' i •. TMCOH e r aC. ENDACC 31e INTO ANCHORS. Q
<br />-- 1/•v TAFCw e r o.G. ._,. t/•v TAOON a r OL. __ t/A'V TMCOK e r o.G. .,/s'r TAPCOH e r o.C. 1 ---��1 r/� MM. TMIEAOED "��, ,/� MILL T,SIApW IN ORDER To VEADY TILE Aw4 cowwraN. ULTIMATE DIEM WPM LOADS DETERMINED PER ASOE 7-14 W� .
<br />7 1 1 MN. OKRAOm / , , MK. iHl97ADED "M i , MN. 7/FIUOEO r MN. PGETIhTION AT W000 ! �t FENETRATKIN AT 1Y000 SMALL BE FAST REDUCED TD A.&C. OEM WM LOADS IV MULIMYTNO 7HEY BY 0.6 NI ORDER To 5.3) IN WE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DOVIA0 WUl• wpm OON AT WOOD •� ' r HOODIp N000 •� r AT WOOtI ! I AT Wpop HEADER` / IlH1DER ,t LEADER TO COMPARE THESE W/ MAX. (A.S.D) OCSKiN PRESSURE RATVOS 9ETIOATED ON SHEETS 2S a 20. A OMORS LWl K LONG ENOUGH ro REACH Tte MAW STRUCTTRE ap" LLGI PAIEIs. ATYY aaw � w
<br />/, ' `'} I , �` SILL K AS MENTIONED N 0.1) AND N 9.2). Z p
<br />j%\ ) } / U T H/� 1 , JIl , Y t/2• 1/r 1/2' ,/•. w ALLOWAI WMM FOR ids WAS MX USED ANCHOIRS w It" ANALYSIS. RTHIS PXD- AS �LSTEM6■IK■ SPPAACING TO WOODER w i" BON Q 0-�" b
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<br />' 1 Nt_ ` '' A1PA_ -- f 1, / i', �, 1, / l , �" //jr 4... _..._ OETDIMHIm M ACCOROHI/CE 1WrH OLDS. 20, 6. (C) ANCHORS
<br />POLL
<br />K INSTALLED FOLLOWINO ALL OF THE RECOMMENDATIONS AND $PEOF,WTIONS OF THE ANCHOR
<br />1 / r - \ + Y , 1 , ` r ' 1900E 1HEAC(T1 _ ' �_ rAXw HKAeQ1_ �, %2'.. i STORM PANEL'S ADE UNCf FOR IMPACT AM FATVA RESISTANCE HAS KLM VERIFIED N ACCOIMANCE ON =IN* 1429 OF - m N
<br />/ THE ABOVE MENTIONED CODE AT PER FERESTRRION TESMIG LABORATORY. INC, REPORT 1, 2032. AS PAOTOOOLB T.M-201, IT 9 SNAU BE THE
<br />'1 1!"• i , -"' IR♦91ARF6 - RESPONSIBILITY OF THE CONTRACTOR t0 1ERIY iF1E 9DlNOM35 a THE sTRUCTAIE WIEAE SWTTER N t l.l- d
<br />OR
<br />wow FRAME BUILDINGS.
<br />M TO K ATTACNEO 10 @an PROPER ANbMRAGL. THIS SHUTTER WALL OILY BE ATTACHED TO CONCRETE, IRM AO 6 TAIL-202 AM TAIL-2QT.
<br />I - 1..• .. _ / r OONI ! 2. TM SYSTEM WLS KEN MIOMLD TO BE NSTALLEO ON THE OUTSIDE OF THE OPP" U)DESSIND TFi OPENING FROM THE yC3CV
<br />_C 4 INEDE W THE U$f 1X A OR tnT THIS APPLICATION IS VAA WHEN INStAUAIDN S ONENOFD TO 9E PWORMm L2, iHC I6TALLA7gH CONTRACTOR IS Tp SEK/GYAJ( ALL 2HUElEtI COMPOfKFII EDGES WMICN REMAIN N CONIYNJOUS Q d .�
<br />/0 1ADD CONTACT WREN THE BUROW 10 PREWAR WIND
<br />I r 1ILarNAWKtaA i ® j I W,,w f i 1.V FROM TIC RLSUE OF STRUCh1R u /RAN INTRUSION. CAULK ANO SEAL SNVTTER TRACKS ALL. MOUND FULL N SC
<br />1 1 Eta M LEWITCW) v Mot.oIANc --� wt___ ...-..,) .A a KIM �m1' ,R, ,,,M,W„ I jI I jTH -�94W No ... 't' K ' I aEq�CINW OA 211p ,0) _ 1 3. sERFO TD00 iomINS"KTIDN IS or SO YE TO $MOLE AND DCU9LE FR,Nc sLYIF wRE0w5 WHEN N$TAlAT1oN i5 REQUIRED ro 9E LOOM
<br />' H' C� w c
<br />PAQ IDDM >o NAs p1H IIOIISMI '
<br />AN BI/9B { (, (:eE N01[ t BE{.Ow9 w ALA« t9fF NDIE 1 IQOa) m IB1a{ t' IMF- , t• Ya. PERFORMED fSOM tHIL IIISIDE OF STMILTURE. t). STORY ROMORS RI VIDID) BY stall COMPLY NW SPECS INDICATED N THIS DAAWeNa PLUS ANY SD0910 AND 201ANC
<br />1ASS OAK •DatAAIL I I p oMOi -- PANEL I •. INSTALLATION SERIES I13 WE"= TO K LED THE MILLET OF STRUCTURE IAA AE[1t5 STILE NMgOWd Wlatl la. AM M WOW" AND 00 M� NC E - 2 INNO WORM PNHa SYSTM- 4 FIRM PUMM � Q Q
<br />REGULATORS PROVO[D BY THE AIRMOLTIDN WAE7E ItRYfI M APPLIED TO. CR .�.• _
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<br />f -- _-• 7 I GMAs$ Mat to i's� 1107[i M.s. M1%--, THIS PRO ION FOR L aIT[ SPECIFIC CT: la, OHM THE SITE COADtT1orIS GE N R FROM DO P.E.D. � N
<br />dK 313a0a[ PANEL
<br />i S. All ALINIIRW OTTRUSIOHS T) K 5063-16 ALLAY AND TEMPER. IUraE9S OTI9'RRKE NOTED) 1S- (0) 9a! PRODUCT LVMIMTIOM DOCUMENT (PLO.) PREPARED 9Y INS LN0o1[Ol 1$ GENERIC AND 00E3 NOT RIOVNE
<br />,l PADRE
<br />-p� , _ .�_ wN i l ,
<br />/�„ e. ALL ALUMINUM SMFtT METE USED AT CLOSURES $FALLS 1NYE 3, OS-H,• NIAY. _
<br />ALOE MN _ _ 7 Y ■
<br />.__,_,+�_,_. - _.._ ___ i - C - ' ` _. _ "''+'• - 7. N1 STEEL SMECT METAL PANELS w CALVE STRUCTURAL QUALITY STUD, ASTV A-K) GRADE SO Mln., GAWANRED STEEL THIS PROWCT 9ASED ON THM9 P.E.O. PROVIDED OM NOT WfATE FROM THE CONDITIONS DETAILED ON d .r
<br />y � I (►) OONIRACEOR TO K RESPOMl9LE FOR THE SELECTION, PUIIOM AND KSMFLA11oN NCUMM LIFE SAFETY OF y
<br />, 4.0 V"' - _I,,, �_, ✓ 1 t I r _ ___,1 0610INTLON w/fj" S9.! ICU ROLL20). THIS DOCINAENT, CONSTRUCTION SAFETY AT SINE K TES: COMTRACTOIP$ RESPONSIBILITY
<br />MCWA AT .0_--_ __ I [____,�. _. ` _. .. (. j a ALL SCREWS TO K STAOUN STEEL )OM OR 110 AM YMS OR COMMON RMSIAMT COATED CARBON 4TM AS PER CON (0) TOMS PRODUCT EVALWION DOCINEM WILL BE OWGIDEAED NWYUD IF MONITILD.
<br />'WDM01M OF PLM _. IOO,B w/ 50 11Ai CFTC SIPDIOTM NID sD M TENSILE !O9'NDTM a LMLL COMPLY w/ FLpKDA BUA.DNG COOS SECTION 241T.].Ss.
<br />(a) SITE SPECIFIC PROJECTS SILAL K MEPMED IV A FLORIDA ROORTEI[D ENWUR ON NICWIECE o1MCH WILL
<br />r 9. BOLTS TO K AS1Y A-307 1MILYAN2ED IrEtt. oA MIS, 304 SERIES ST11RiLFJS STEEL LOATH 3e NN TAMIN/IIY ELSE STRDMIN. BECOME THIS DMWRER OF RC, S (E�O.RJ FOR THE PROJECT AIM 1FIIO WILL K MPONSISLE FOR THE
<br />UK OF THE P.E.D. ENWKEI OF KLOAD. ACTING AS A DELOWITED OMINEETI TO TFIE P.E.O. DONOR. SFIUL `
<br />1 � CAL Err SN9MT TO I" LATTER THE SITE SPECIFIC ORWOMS FOR RVKW
<br />- (•) RECOFD TINTT PREPARE R DATE AND ORONk SEAL AND smakkn a OF THE PRDRsS1WML Da0NQl1 or
<br />i O.
<br />`v. / / I i
<br />i I l T �; 1 0 L• .� ,/ y +••-30.3 • 17� W/ y M/rw'T/3I�T W MALT w -- - ! i - ~- •� - 1/4- 0 PALE CA FEMALE AWHOK AS MN IY BY DOMT AS AMC, A IN. f'c x2LCA IO)ON9fAUCTgN PRODUCTS
<br />TO. STORM MFMi NANUFACNIAOM LABEL LMIL K LOCATED ON A RlAW*F VISIBLE LOCATION AT $TOM PANEL N
<br />} I • Is
<br />ANM NUT �. 0.0 Ii WHaIER (SETwIO) :. + i L 1 (CA.3S50 OM0.1M TO C011CORDANCE WIT"hY woM SECTIONECTION
<br />FLORIDA BUI.DRM CODE, ONE IAKL SW41 K PIAC® MR ENTITY OPOaNG
<br />e 1i 1/Y O.C. ` { FiIF UEVGHq) 1 j , l �J/ _....-. e._.._.... 7W.9.2 OF TIE FLORIDA 9U6DW CODS
<br />4-0 TPPCON • r Or f i ' !! l 1 -___ J1 •'0 TM'OON e r O.c. I } II , a1 TrMC011 a r o.t. 1 I �. I I� ,
<br />I 11- - tSS101MISD W/ ow '. I I - - �ovao Im W/ sTlNo) j 1 t 1 WN, TWWiISm I I' 1. 1. I , 1 I ( A1) 1wM►NNM EMBEDMENT 0► TAPCON ANCHORS MD POURED CONCRETE STILL K 1 7 a• AND 7• F13R PANELYATE
<br />/ LION A H1pWpM I I I 2w w0m. g[Cf i _ i V L%/a r ■ 3/32' WIND NUT Y■4' rom i - I,j/IY . )/32' will FRrt /
<br />W / 1 IwALT aNT10LD 11.'` , " II1.01/r. 1 0m L'� 1 I t 1 OF PIA/[ '•��"� REpUrllp � 1 = REDLaw - ,
<br />or MAN
<br />)L.i_ � • W000 KATE I Wppp PLME j („^ I 'I 1 i A2) ►wMMIY EYKDLRNT OF ,/a•r X T/e• eAllt-N AIICH011$ LL4.L K IS T/B• INTO eoNCKTE. HM EyKDMD1T Nf0
<br />( U040 • B //4' O.c {WAyM1 a (KYOD) FEMALE O a PA ELM PLUS.
<br />�___�,•►•,'-WD00 PIAIE L_.._-... _jj1'`WOm ►LATE 014-10 FARIAMTE P -
<br />.L � f 1 1,M,O PNKLW7E _
<br />wuAnRRID
<br />laD AeY'wM o 6 1 4' O,C- W�t 7/li" - C }- i 1 • S 1/•'-1-'- IT ANY FMOSII 1MTERNL SINLL K POWIRm.
<br />P rz 010N I I ,� K Fp� TN/Iro• P SEEYWX GOALS IRFD SIMIL K MANE ENOL."SIOLAD ANY FINISH MATERIAL 007) TO E 4ADE 3/4'
<br />9DwE 3/r-,•
<br />r -�� ! Li n, r*_�
<br />OR
<br />SCALE 3/a'-tIBA e a Ow WALL MW
<br />tHHA AS) FLOOC�R. ANN IOIS SIWL KPRECAST �LONG CNOUDHPRECAST C H THE MA I STRUCT ONCRETE AMIELS, OR POVISE a SFOUND CRIICM�PAIC AN"CHOI MO[ SLKLSCAT 3/r.1• SOAt 1/e'-1 •1..•..•.1 K AS NENTNED IN 41) AIM IN A2).... T:�i �}p' l✓ Te IMSTM '!Mo e a OLK a 131� � �Me nORIOA WR. M CODE NI h +Id NuTr,00m 2AN• $GALE 3Po'-t` 3?: ��EN$E • % sGt2 3/I•-T FLOREDA BUiLDINO COD[ LEI vN//9 NYYrEIDNR tom : * rLOREDA KPILDINO CODE Nurrka a I"
<br />1, $ MIAT" ARE ONLY +•LD FOR 9 N.V"QS WITH "ll. DCM LOTS - 1/a' • TAPCON ANCHORS AS WAAUFACRIFKO BY I7.W. BUILDOL NYC.
<br />IP TO Calk -71.0 Per AO FAMILY; LEMM UP to V-S, 4 : * Sam T&IM WO 20 OAK OALVAMMO BTiil STOIW MNEL rP, t No 44167 rm0 ARM MIL 20 6AIE OALVANQED STEEL. STORM PAMEL rP. - T/4• • X Vr CALX-NN ANCHORS. AS LWNU►ACVURW BY DEWALT ANC, (rH TSOO Pal.) "��•,. /� am umm WD 20 OAK OALVAMM STEEL STORY Ndtl rip.
<br />DR1BM On :'Ir t DRAW Art - 14-10 PAIRLAMI[ ILMALE D AND PANDAMTE PLUS 0000 S. AS MINUPA.TURO) BY V= CONSTRUCTION
<br />7` 9Mr �
<br />I rat NOV 1000 FWME Ca1MMUCTION: W= ODAM IS TO K SMMOM I. owA AM M ARE ONLY WLD FOR a1NLOrgS WITH A.S.D. OEIMN La1D3
<br />P1K No.:, W/ 9Pecsc DEISNr G► 1L56 KI [DIAL tlT � Ornyip LP 10 4ae.0. -72.0 PST AND PANEL'S UNCM UP TO W-r. --- ---� O/lnlw _ ..N� •� apyfaw
<br />PROTECTION PRODUCTS, U,C. BWF * : TNIOOUCIS trM-m71 P..W
<br />•.�1''•,•' , I L E C O 1Me. 49w La M SOIRT s. rw NEW WOOD FRAME Cd4NMCTIONk WOOD AEWOW TO BE SOUM M «ao 91 mar
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