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--- ANCHORS (SEE SECTIONS ON SHEER 17, 18, to • �20)--- -----___------
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<br />-ANCHORS (SEE SECTIONS ON SHEETS 17. 18. re e: 10 - �/tl
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<br />D• MAX
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL(l) ELEVATION
<br />SCAR 3/16•-1• yr ,rzw
<br />SECTION A —A
<br />seAt 3/u•«r
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND Ti(��r
<br />CORRESPONDING MAXIMUM PANEL LENGTH -L! SCHEDULE oCEN '.
<br />No, 44167
<br />iLOOM WILDING CODE (NIgh Ve Nu *one Zan
<br />D.L�'•• f[ORIOE',: •. 4amR KA• re. 20 GAGE GALVANIZED STEEL STORM ►AN[L r'.
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<br />PANEL LENGTH
<br />DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL
<br />RATNG (p.e.f.) (SEE SECTIONS) TO GLASS CONOI110N
<br />+55.0, -72.0 2 3/4• UNBOLTED
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES
<br />t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf
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<br />12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ
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<br />REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED ��
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<br />SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t'
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<br />stwreo nswllta oNn rAcroll tPru NOT y 'jr ----
<br />K umm THW nrNM INC" RIOrrA1lD - tm-
<br />roIl EACH ANCHOR TYPE ON M fp1E0Oli
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<br />OR
<br />INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT
<br />STRICTURIf Reee
<br />AL IV AS ~ACILIRED TA E
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f
<br />INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE
<br />I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4•
<br />I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[-
<br />t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD.
<br />r... BNALL
<br />N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0
<br />K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS.
<br />ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C.
<br />tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />�.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL.
<br />. 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP
<br />teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2).
<br />� �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE
<br />�` T, 1„•
<br />rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt
<br />t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's
<br />/ . '1 ' i ' -- � IAArIL1I'ACTIeER.
<br />�. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF
<br />/, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER
<br />TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK
<br />j CPA
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<br />i I I i 0� WDW TRAM[ BtIAANICS.
<br />`: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE
<br />� FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A
<br />CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU
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<br />� l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC
<br />. � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO.
<br />pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11
<br />(Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO.
<br />7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32.
<br />�.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC
<br />MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O.
<br />l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY.
<br />-'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON
<br />W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER
<br />Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D.
<br />•° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90
<br />I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL
<br />e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS
<br />� I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu
<br />- 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF
<br />•� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT
<br />I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al.
<br />� � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0.
<br />in1/e• Nw NUT I.-
<br />t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO.
<br />I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot.
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<br />AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE
<br />W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O
<br />` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto
<br />8[OUIEO o PN1ELliO[ � I I' ANY w fi
<br />�e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I
<br />IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`-
<br />_. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.•
<br />AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T
<br />sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�•••••••
<br />SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN
<br />B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,�
<br />1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2).
<br />1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167
<br />�(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx�
<br />1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE
<br />�•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom
<br />,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM
<br />uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re
<br />w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r.
<br />20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL
<br />' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:-
<br />PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW
<br />' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. ,
<br />w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w
<br />• �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT
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<br />e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4
<br />COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I)
<br />-'10.1es-(TOTAL WON)- _.____. �•- — �
<br />1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i -
<br />' � ..-ispo• -f : ,, ---- - repo•-, ? ,.
<br />1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M•
<br />TYP. OAM wa'wuM
<br />1 - � a-ao aLr
<br />Q STORM PANEL
<br />PANELS Err IN
<br />w/ HnIMfO QwC
<br />`o.250 �- Y
<br />ISOMETRIC VIEW tTA1L A
<br />ROlINOEp coINKR • U,Da of PANEL'S
<br />[ND UP w/ IHEeIrAED [tIOE
<br />(N T.S)
<br />n
<br />y0• Dee• eTn•)
<br />6063 TS Nam. ALLOY
<br />x30-
<br />O2 REVERSED •h• TRACK
<br />NJ•
<br />t_
<br />i
<br />tTYP•)
<br />O
<br />PAt1E�
<br />eoB,-Te Non. ,+tlor
<br />O RS'VFwD wU' TRACK
<br />HIM fe
<br />R
<br />1
<br />f0 NILL CONSIST of
<br />0
<br />PANELS.
<br />BOTTOM
<br />IO
<br />OF
<br />1. ANGLE
<br />126,
<br />I
<br />2.060'
<br />__.. ... -. e• Mom, .._.. _. _ __ . J
<br />10-
<br />1'..
<br />�Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4
<br />ttOeq
<br />� a ,w Ds,la[R Aa,WA4 teE _
<br />Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w
<br />i• 3ltw. Y
<br />tit ...T
<br />QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?-
<br />at NOR L; ..aelR �
<br />.t.
<br />g3 wlnE .Snow
<br />IR"SEE
<br />tILCIWM6 Omit war
<br />'3Q NOTE 3 i�OR®w/ q, W/0®•Q
<br />/OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM
<br />N�D
<br />fOE ., rFNwA0T�FYOKA0
<br />T GCN
<br />/.• HILL w �,/,' tAst EAR
<br />slLtt[ .1
<br />LDiE3-
<br />(, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. .
<br />Den,. T1NCIts TOP . BOTTOM,
<br />(1)
<br />9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN
<br />1W1CN OTHERWISE A STOP BAR
<br />(J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow
<br />EXTERIOR F�tAAKRs of ENO PANEL
<br />(4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR
<br />R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK
<br />I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af
<br />TO soTrolt iRACN WAY OCCUR cuR AT AMEL
<br />(S) SEE SECT
<br />N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. .....
<br />7
<br />]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT
<br />/' nn. CONCRETE: ANaOl6 l»••7 3' Yo..
<br />pa wear a war »)
<br />I ,
<br />In,
<br />Sea l�O'. x . . i•+�« PANS) (oto )iil ;
<br />R[ NDIt t, ♦ IE/Oe
<br />II I
<br />1MIRI.Wt[ rTP•)
<br />MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M
<br />ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa
<br />TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w
<br />s'MRAcraTo eirlso
<br />E-bAN6 'STORM pdyop E�
<br />Z,gib RuloE a sRKxi,uRc
<br />wn[ ,nr . ,•
<br />,a• Mt «, vt• ItAa owl"
<br />SECTION B-B
<br />Dings : enfa AFJI - ,•
<br />(+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL
<br />SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG
<br />Ai BOTTOM w/ PANf].MATES.
<br />(2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF
<br />rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS
<br />welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS
<br />otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4
<br />(3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af
<br />BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM
<br />911AL1 SE PRONGED AT TOP OF SUCJI PN[L5.
<br />(t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE
<br />Eq�AocO1REtnr
<br />wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL
<br />Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB
<br />NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED
<br />H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE
<br />(1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />awosW
<br />�ID'wRase' •` wa41R
<br />—� •. p`A19 er � �e1FRwN � � \
<br />5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_
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<br />T ` M
<br />r
<br />«
<br />F� 1
<br />PANEL LENGTH
<br />DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL
<br />RATNG (p.e.f.) (SEE SECTIONS) TO GLASS CONOI110N
<br />+55.0, -72.0 2 3/4• UNBOLTED
<br />we
<br />uFcoN ""ORSf
<br />-- r O.C.
<br />caxcare
<br />weN REQUIRED tl
<br />I
<br />1
<br />+ M RwM10 w
<br />ITIR
<br />NTO
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES
<br />t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf
<br />ROCK 71DolARtD " 1 ""` ROOc R[OHIAIED '' 1 BLOCK REOtItREO i �Jl
<br />i 7 1/P I I1/1- j t/l•
<br />' eVn as u fi j �
<br />He
<br />DIASf I rAAss i _ :._... . I
<br />nHISTeIBJ � � EIIE7IIIQ,J I 1 � � CAW
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<br />co• E.o.• ; ca• Eo• o ;
<br />1/t - i_t/tY-21A3{•S.s Ns «/ J' 1/tY-]AS�t3s N.s «/
<br />/� • (-' , '/ax WIND Nul WASHER � � - - T/BYa,/3: WINO NUT WASHER
<br />I � ♦ 7/OY . 3nY WM NUT 9v7 e"A . 3/SY WYr f • it 1/Y O.C.
<br />12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ
<br />�i,K� • �• TTASi101 (SEtDND) I !
<br />t iAPOON AMJIM 1
<br />T,� 1 Y tAPCON
<br />1 4• TAPCON AICIHORS t/•/' IPWII AMbgR6 :_..
<br />__li t t/t• o.a -_" a o.e. �4 Ile D.C. • t 1/2- oc
<br />(sT•ofDREo «/ solo) (STNAaG[D w/ Ell D)
<br />COIL =owme+t R KCORNe sow - OR CONCRETE .opt CONM.FOAM _ TE
<br />ON CONCRETE00'.Boat
<br />REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED ��
<br />�LlIE�iAEI� PAtlEL �R t mn!JJ' .PAtlEL
<br />SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t'
<br />Alum
<br />111E
<br />Rfi OHM Is 1 20Pal ANCHORSTYK It ,w� ..
<br />iRACRq FOA RA,M1ATRtb IMO t100D
<br />rRtIW suaoRta l t► mom suave .
<br />IIPIIKM AIK11011 YKF106 MRAMC
<br />RZ O«4,AY AM ,1OR'A160 ON 111E •aa,Nre �W e�J S
<br />ri'IEOIAt PopLA. ItK 1Ww AMCON Mtrl OPatN Rn•, N a
<br />9011RIAf ,YO,IC[ wttagR frrRO of
<br />PtA,lnrMo tlt•ILK w1oRN OR w,tOUE IORA lu � Rtpp1
<br />K M rOtiOeeq FAL'IOa. TOR 1l16
<br />OPOWION TO K talellLl IWaIOro
<br />stwreo nswllta oNn rAcroll tPru NOT y 'jr ----
<br />K umm THW nrNM INC" RIOrrA1lD - tm-
<br />roIl EACH ANCHOR TYPE ON M fp1E0Oli
<br />FLORIDA
<br />OR
<br />INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6
<br />oNHMEtN,oc�T' oorattaTEwocK,
<br />REQUIRE! � RCOUMEO � 1
<br />E.O.• , ' - I EA• 1
<br />1 ii I I
<br />I _J
<br />'. 1. �,t-TO II MNEIAMTE PLUS W/
<br />�]t�Yt/ /� ' wwo rM wNHDr
<br />eLouH
<br />WALL .YQY ELATION
<br />LAR PANfI 014
<br />Pont SWAM
<br />3
<br />�� 1NIE t/1S 1 t••
<br />oa star is a to ra ANeNeta TwW • a,a„
<br />tIMOeM FOIL M,AtU11Mt6 win RWOo
<br />/INK eIRO•le. M RIOb lRae 7 3
<br />IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i
<br />w , O +,
<br />IGE0E RRcoLOW THAN NUGRan w PH
<br />fcEARmtMuO R wwoR sPAcw sr
<br />tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR
<br />N M raLDwo FAtTo1n MR ARe ! „�• �• _
<br />O/'OwelfN A K PM" fm11C[e
<br />frRcw ,sweo taRo FADmIt 1RLtla NOT-
<br />K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee
<br />IOII t ANCHOR „PE ON iM{ SCHEDULE
<br />31
<br />ar ,s
<br />E '
<br />1
<br />L I �
<br />�••P aneAw
<br />I `
<br />./T !• i
<br />Y . ]/SY wM0 NUf wLL91Ot
<br />(KroNo)
<br />-' RMLOOesNt%tTECON�RocN
<br />>dAt ICALJ„AII4D
<br />UffMnA
<br />w...- SCALE s/r-I' �
<br />Ile
<br />LSERIES IOW Or LENGTH
<br />L
<br />PREPARED MWAOXTURPID FACTURE
<br />STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT
<br />STRICTURIf Reee
<br />AL IV AS ~ACILIRED TA E
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f
<br />INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE
<br />I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4•
<br />I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[-
<br />t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD.
<br />r... BNALL
<br />N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0
<br />K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS.
<br />ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C.
<br />tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />�.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL.
<br />. 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP
<br />teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2).
<br />� �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE
<br />�` T, 1„•
<br />rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt
<br />t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's
<br />/ . '1 ' i ' -- � IAArIL1I'ACTIeER.
<br />�. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF
<br />/, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER
<br />TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK
<br />j CPA
<br />,
<br />i I I i 0� WDW TRAM[ BtIAANICS.
<br />`: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE
<br />� FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A
<br />CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU
<br />I i
<br />I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111•
<br />I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM
<br />� l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC
<br />. � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO.
<br />pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11
<br />(Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO.
<br />7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32.
<br />�.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC
<br />MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O.
<br />l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY.
<br />-'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON
<br />W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER
<br />Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D.
<br />•° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90
<br />I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL
<br />e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS
<br />� I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu
<br />- 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF
<br />•� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT
<br />I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al.
<br />� � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0.
<br />in1/e• Nw NUT I.-
<br />t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO.
<br />I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot.
<br />�)L� � I ...�_.._1 I pf.l.
<br />I t�i I tArt1E11 « 1f In' O.c. � l
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<br />,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS.
<br />AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE
<br />W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O
<br />` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto
<br />8[OUIEO o PN1ELliO[ � I I' ANY w fi
<br />�e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I
<br />IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`-
<br />_. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.•
<br />AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T
<br />sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�•••••••
<br />SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN
<br />B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,�
<br />1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2).
<br />1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167
<br />�(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx�
<br />1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE
<br />�•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom
<br />,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM
<br />uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re
<br />w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r.
<br />20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL
<br />' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:-
<br />PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW
<br />' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. ,
<br />w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w
<br />• �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT
<br />���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae
<br />e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4
<br />COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I)
<br />-'10.1es-(TOTAL WON)- _.____. �•- — �
<br />1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i -
<br />' � ..-ispo• -f : ,, ---- - repo•-, ? ,.
<br />1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M•
<br />TYP. OAM wa'wuM
<br />1 - � a-ao aLr
<br />Q STORM PANEL
<br />PANELS Err IN
<br />w/ HnIMfO QwC
<br />`o.250 �- Y
<br />ISOMETRIC VIEW tTA1L A
<br />ROlINOEp coINKR • U,Da of PANEL'S
<br />[ND UP w/ IHEeIrAED [tIOE
<br />(N T.S)
<br />n
<br />y0• Dee• eTn•)
<br />6063 TS Nam. ALLOY
<br />x30-
<br />O2 REVERSED •h• TRACK
<br />NJ•
<br />t_
<br />i
<br />tTYP•)
<br />O
<br />PAt1E�
<br />eoB,-Te Non. ,+tlor
<br />O RS'VFwD wU' TRACK
<br />HIM fe
<br />R
<br />1
<br />f0 NILL CONSIST of
<br />0
<br />PANELS.
<br />BOTTOM
<br />IO
<br />OF
<br />1. ANGLE
<br />126,
<br />I
<br />2.060'
<br />__.. ... -. e• Mom, .._.. _. _ __ . J
<br />10-
<br />1'..
<br />�Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4
<br />ttOeq
<br />� a ,w Ds,la[R Aa,WA4 teE _
<br />Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w
<br />i• 3ltw. Y
<br />tit ...T
<br />QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?-
<br />at NOR L; ..aelR �
<br />.t.
<br />g3 wlnE .Snow
<br />IR"SEE
<br />tILCIWM6 Omit war
<br />'3Q NOTE 3 i�OR®w/ q, W/0®•Q
<br />/OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM
<br />N�D
<br />fOE ., rFNwA0T�FYOKA0
<br />T GCN
<br />/.• HILL w �,/,' tAst EAR
<br />slLtt[ .1
<br />LDiE3-
<br />(, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. .
<br />Den,. T1NCIts TOP . BOTTOM,
<br />(1)
<br />9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN
<br />1W1CN OTHERWISE A STOP BAR
<br />(J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow
<br />EXTERIOR F�tAAKRs of ENO PANEL
<br />(4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR
<br />R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK
<br />I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af
<br />TO soTrolt iRACN WAY OCCUR cuR AT AMEL
<br />(S) SEE SECT
<br />N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. .....
<br />7
<br />]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT
<br />/' nn. CONCRETE: ANaOl6 l»••7 3' Yo..
<br />pa wear a war »)
<br />I ,
<br />In,
<br />Sea l�O'. x . . i•+�« PANS) (oto )iil ;
<br />R[ NDIt t, ♦ IE/Oe
<br />II I
<br />1MIRI.Wt[ rTP•)
<br />MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M
<br />ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa
<br />TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w
<br />s'MRAcraTo eirlso
<br />E-bAN6 'STORM pdyop E�
<br />Z,gib RuloE a sRKxi,uRc
<br />wn[ ,nr . ,•
<br />,a• Mt «, vt• ItAa owl"
<br />SECTION B-B
<br />Dings : enfa AFJI - ,•
<br />(+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL
<br />SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG
<br />Ai BOTTOM w/ PANf].MATES.
<br />(2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF
<br />rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS
<br />welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS
<br />otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4
<br />(3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af
<br />BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM
<br />911AL1 SE PRONGED AT TOP OF SUCJI PN[L5.
<br />(t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE
<br />Eq�AocO1REtnr
<br />wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL
<br />Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB
<br />NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED
<br />H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE
<br />(1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />awosW
<br />�ID'wRase' •` wa41R
<br />—� •. p`A19 er � �e1FRwN � � \
<br />5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_
<br />I 1
<br />� •-�-_... ,RINK .WC Pt
<br />1 '
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<br />r
<br />«
<br />F� 1
<br />uFcoN ""ORSf
<br />-- r O.C.
<br />caxcare
<br />weN REQUIRED tl
<br />I
<br />1
<br />+ M RwM10 w
<br />ITIR
<br />NTO
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES
<br />t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf
<br />ROCK 71DolARtD " 1 ""` ROOc R[OHIAIED '' 1 BLOCK REOtItREO i �Jl
<br />i 7 1/P I I1/1- j t/l•
<br />' eVn as u fi j �
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<br />DIASf I rAAss i _ :._... . I
<br />nHISTeIBJ � � EIIE7IIIQ,J I 1 � � CAW
<br />fig
<br />I
<br />I 1 � "Al .cp
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<br />co• E.o.• ; ca• Eo• o ;
<br />1/t - i_t/tY-21A3{•S.s Ns «/ J' 1/tY-]AS�t3s N.s «/
<br />/� • (-' , '/ax WIND Nul WASHER � � - - T/BYa,/3: WINO NUT WASHER
<br />I � ♦ 7/OY . 3nY WM NUT 9v7 e"A . 3/SY WYr f • it 1/Y O.C.
<br />12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ
<br />�i,K� • �• TTASi101 (SEtDND) I !
<br />t iAPOON AMJIM 1
<br />T,� 1 Y tAPCON
<br />1 4• TAPCON AICIHORS t/•/' IPWII AMbgR6 :_..
<br />__li t t/t• o.a -_" a o.e. �4 Ile D.C. • t 1/2- oc
<br />(sT•ofDREo «/ solo) (STNAaG[D w/ Ell D)
<br />COIL =owme+t R KCORNe sow - OR CONCRETE .opt CONM.FOAM _ TE
<br />ON CONCRETE00'.Boat
<br />REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED ��
<br />�LlIE�iAEI� PAtlEL �R t mn!JJ' .PAtlEL
<br />SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t'
<br />Alum
<br />111E
<br />Rfi OHM Is 1 20Pal ANCHORSTYK It ,w� ..
<br />iRACRq FOA RA,M1ATRtb IMO t100D
<br />rRtIW suaoRta l t► mom suave .
<br />IIPIIKM AIK11011 YKF106 MRAMC
<br />RZ O«4,AY AM ,1OR'A160 ON 111E •aa,Nre �W e�J S
<br />ri'IEOIAt PopLA. ItK 1Ww AMCON Mtrl OPatN Rn•, N a
<br />9011RIAf ,YO,IC[ wttagR frrRO of
<br />PtA,lnrMo tlt•ILK w1oRN OR w,tOUE IORA lu � Rtpp1
<br />K M rOtiOeeq FAL'IOa. TOR 1l16
<br />OPOWION TO K talellLl IWaIOro
<br />stwreo nswllta oNn rAcroll tPru NOT y 'jr ----
<br />K umm THW nrNM INC" RIOrrA1lD - tm-
<br />roIl EACH ANCHOR TYPE ON M fp1E0Oli
<br />FLORIDA
<br />OR
<br />INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6
<br />oNHMEtN,oc�T' oorattaTEwocK,
<br />REQUIRE! � RCOUMEO � 1
<br />E.O.• , ' - I EA• 1
<br />1 ii I I
<br />I _J
<br />'. 1. �,t-TO II MNEIAMTE PLUS W/
<br />�]t�Yt/ /� ' wwo rM wNHDr
<br />eLouH
<br />WALL .YQY ELATION
<br />LAR PANfI 014
<br />Pont SWAM
<br />3
<br />�� 1NIE t/1S 1 t••
<br />oa star is a to ra ANeNeta TwW • a,a„
<br />tIMOeM FOIL M,AtU11Mt6 win RWOo
<br />/INK eIRO•le. M RIOb lRae 7 3
<br />IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i
<br />w , O +,
<br />IGE0E RRcoLOW THAN NUGRan w PH
<br />fcEARmtMuO R wwoR sPAcw sr
<br />tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR
<br />N M raLDwo FAtTo1n MR ARe ! „�• �• _
<br />O/'OwelfN A K PM" fm11C[e
<br />frRcw ,sweo taRo FADmIt 1RLtla NOT-
<br />K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee
<br />IOII t ANCHOR „PE ON iM{ SCHEDULE
<br />31
<br />ar ,s
<br />E '
<br />1
<br />L I �
<br />�••P aneAw
<br />I `
<br />./T !• i
<br />Y . ]/SY wM0 NUf wLL91Ot
<br />(KroNo)
<br />-' RMLOOesNt%tTECON�RocN
<br />>dAt ICALJ„AII4D
<br />UffMnA
<br />w...- SCALE s/r-I' �
<br />Ile
<br />LSERIES IOW Or LENGTH
<br />L
<br />PREPARED MWAOXTURPID FACTURE
<br />STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT
<br />STRICTURIf Reee
<br />AL IV AS ~ACILIRED TA E
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f
<br />INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE
<br />I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4•
<br />I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[-
<br />t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD.
<br />r... BNALL
<br />N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0
<br />K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS.
<br />ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C.
<br />tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />�.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL.
<br />. 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP
<br />teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2).
<br />� �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE
<br />�` T, 1„•
<br />rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt
<br />t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's
<br />/ . '1 ' i ' -- � IAArIL1I'ACTIeER.
<br />�. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF
<br />/, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER
<br />TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK
<br />j CPA
<br />,
<br />i I I i 0� WDW TRAM[ BtIAANICS.
<br />`: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE
<br />� FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A
<br />CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU
<br />I i
<br />I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111•
<br />I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM
<br />� l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC
<br />. � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO.
<br />pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11
<br />(Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO.
<br />7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32.
<br />�.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC
<br />MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O.
<br />l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY.
<br />-'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON
<br />W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER
<br />Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D.
<br />•° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90
<br />I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL
<br />e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS
<br />� I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu
<br />- 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF
<br />•� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT
<br />I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al.
<br />� � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0.
<br />in1/e• Nw NUT I.-
<br />t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO.
<br />I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot.
<br />�)L� � I ...�_.._1 I pf.l.
<br />I t�i I tArt1E11 « 1f In' O.c. � l
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<br />,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS.
<br />AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE
<br />W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O
<br />` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto
<br />8[OUIEO o PN1ELliO[ � I I' ANY w fi
<br />�e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I
<br />IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`-
<br />_. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.•
<br />AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T
<br />sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�•••••••
<br />SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN
<br />B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,�
<br />1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2).
<br />1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167
<br />�(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx�
<br />1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE
<br />�•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom
<br />,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM
<br />uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re
<br />w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r.
<br />20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL
<br />' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:-
<br />PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW
<br />' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. ,
<br />w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w
<br />• �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT
<br />���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae
<br />e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4
<br />COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I)
<br />-'10.1es-(TOTAL WON)- _.____. �•- — �
<br />1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i -
<br />' � ..-ispo• -f : ,, ---- - repo•-, ? ,.
<br />1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M•
<br />TYP. OAM wa'wuM
<br />1 - � a-ao aLr
<br />Q STORM PANEL
<br />PANELS Err IN
<br />w/ HnIMfO QwC
<br />`o.250 �- Y
<br />ISOMETRIC VIEW tTA1L A
<br />ROlINOEp coINKR • U,Da of PANEL'S
<br />[ND UP w/ IHEeIrAED [tIOE
<br />(N T.S)
<br />n
<br />y0• Dee• eTn•)
<br />6063 TS Nam. ALLOY
<br />x30-
<br />O2 REVERSED •h• TRACK
<br />NJ•
<br />t_
<br />i
<br />tTYP•)
<br />O
<br />PAt1E�
<br />eoB,-Te Non. ,+tlor
<br />O RS'VFwD wU' TRACK
<br />HIM fe
<br />R
<br />1
<br />f0 NILL CONSIST of
<br />0
<br />PANELS.
<br />BOTTOM
<br />IO
<br />OF
<br />1. ANGLE
<br />126,
<br />I
<br />2.060'
<br />__.. ... -. e• Mom, .._.. _. _ __ . J
<br />10-
<br />1'..
<br />�Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4
<br />ttOeq
<br />� a ,w Ds,la[R Aa,WA4 teE _
<br />Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w
<br />i• 3ltw. Y
<br />tit ...T
<br />QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?-
<br />at NOR L; ..aelR �
<br />.t.
<br />g3 wlnE .Snow
<br />IR"SEE
<br />tILCIWM6 Omit war
<br />'3Q NOTE 3 i�OR®w/ q, W/0®•Q
<br />/OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM
<br />N�D
<br />fOE ., rFNwA0T�FYOKA0
<br />T GCN
<br />/.• HILL w �,/,' tAst EAR
<br />slLtt[ .1
<br />LDiE3-
<br />(, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. .
<br />Den,. T1NCIts TOP . BOTTOM,
<br />(1)
<br />9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN
<br />1W1CN OTHERWISE A STOP BAR
<br />(J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow
<br />EXTERIOR F�tAAKRs of ENO PANEL
<br />(4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR
<br />R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK
<br />I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af
<br />TO soTrolt iRACN WAY OCCUR cuR AT AMEL
<br />(S) SEE SECT
<br />N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. .....
<br />7
<br />]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT
<br />/' nn. CONCRETE: ANaOl6 l»••7 3' Yo..
<br />pa wear a war »)
<br />I ,
<br />In,
<br />Sea l�O'. x . . i•+�« PANS) (oto )iil ;
<br />R[ NDIt t, ♦ IE/Oe
<br />II I
<br />1MIRI.Wt[ rTP•)
<br />MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M
<br />ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa
<br />TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w
<br />s'MRAcraTo eirlso
<br />E-bAN6 'STORM pdyop E�
<br />Z,gib RuloE a sRKxi,uRc
<br />wn[ ,nr . ,•
<br />,a• Mt «, vt• ItAa owl"
<br />SECTION B-B
<br />Dings : enfa AFJI - ,•
<br />(+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL
<br />SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG
<br />Ai BOTTOM w/ PANf].MATES.
<br />(2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF
<br />rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS
<br />welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS
<br />otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4
<br />(3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af
<br />BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM
<br />911AL1 SE PRONGED AT TOP OF SUCJI PN[L5.
<br />(t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE
<br />Eq�AocO1REtnr
<br />wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL
<br />Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB
<br />NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED
<br />H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE
<br />(1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />awosW
<br />�ID'wRase' •` wa41R
<br />—� •. p`A19 er � �e1FRwN � � \
<br />5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_
<br />I 1
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<br />C rr
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<br />r
<br />«
<br />F� 1
<br />OR
<br />INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6
<br />oNHMEtN,oc�T' oorattaTEwocK,
<br />REQUIRE! � RCOUMEO � 1
<br />E.O.• , ' - I EA• 1
<br />1 ii I I
<br />I _J
<br />'. 1. �,t-TO II MNEIAMTE PLUS W/
<br />�]t�Yt/ /� ' wwo rM wNHDr
<br />eLouH
<br />WALL .YQY ELATION
<br />LAR PANfI 014
<br />Pont SWAM
<br />3
<br />�� 1NIE t/1S 1 t••
<br />oa star is a to ra ANeNeta TwW • a,a„
<br />tIMOeM FOIL M,AtU11Mt6 win RWOo
<br />/INK eIRO•le. M RIOb lRae 7 3
<br />IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i
<br />w , O +,
<br />IGE0E RRcoLOW THAN NUGRan w PH
<br />fcEARmtMuO R wwoR sPAcw sr
<br />tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR
<br />N M raLDwo FAtTo1n MR ARe ! „�• �• _
<br />O/'OwelfN A K PM" fm11C[e
<br />frRcw ,sweo taRo FADmIt 1RLtla NOT-
<br />K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee
<br />IOII t ANCHOR „PE ON iM{ SCHEDULE
<br />31
<br />ar ,s
<br />E '
<br />1
<br />L I �
<br />�••P aneAw
<br />I `
<br />./T !• i
<br />Y . ]/SY wM0 NUf wLL91Ot
<br />(KroNo)
<br />-' RMLOOesNt%tTECON�RocN
<br />>dAt ICALJ„AII4D
<br />UffMnA
<br />w...- SCALE s/r-I' �
<br />Ile
<br />LSERIES IOW Or LENGTH
<br />L
<br />PREPARED MWAOXTURPID FACTURE
<br />STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT
<br />STRICTURIf Reee
<br />AL IV AS ~ACILIRED TA E
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f
<br />INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE
<br />I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4•
<br />I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[-
<br />t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD.
<br />r... BNALL
<br />N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0
<br />K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS.
<br />ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C.
<br />tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />�.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL.
<br />. 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP
<br />teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2).
<br />� �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE
<br />�` T, 1„•
<br />rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt
<br />t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's
<br />/ . '1 ' i ' -- � IAArIL1I'ACTIeER.
<br />�. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF
<br />/, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER
<br />TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK
<br />j CPA
<br />,
<br />i I I i 0� WDW TRAM[ BtIAANICS.
<br />`: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE
<br />� FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A
<br />CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU
<br />I i
<br />I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111•
<br />I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM
<br />� l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC
<br />. � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO.
<br />pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11
<br />(Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO.
<br />7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32.
<br />�.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC
<br />MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O.
<br />l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY.
<br />-'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON
<br />W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER
<br />Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D.
<br />•° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90
<br />I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL
<br />e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS
<br />� I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu
<br />- 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF
<br />•� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT
<br />I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al.
<br />� � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0.
<br />in1/e• Nw NUT I.-
<br />t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO.
<br />I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot.
<br />�)L� � I ...�_.._1 I pf.l.
<br />I t�i I tArt1E11 « 1f In' O.c. � l
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<br />;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - '
<br />,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS.
<br />AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE
<br />W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O
<br />` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto
<br />8[OUIEO o PN1ELliO[ � I I' ANY w fi
<br />�e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I
<br />IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`-
<br />_. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.•
<br />AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T
<br />sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�•••••••
<br />SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN
<br />B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,�
<br />1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2).
<br />1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167
<br />�(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx�
<br />1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE
<br />�•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom
<br />,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM
<br />uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re
<br />w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r.
<br />20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL
<br />' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:-
<br />PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW
<br />' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. ,
<br />w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w
<br />• �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT
<br />���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae
<br />e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4
<br />COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I)
<br />-'10.1es-(TOTAL WON)- _.____. �•- — �
<br />1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i -
<br />' � ..-ispo• -f : ,, ---- - repo•-, ? ,.
<br />1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M•
<br />TYP. OAM wa'wuM
<br />1 - � a-ao aLr
<br />Q STORM PANEL
<br />PANELS Err IN
<br />w/ HnIMfO QwC
<br />`o.250 �- Y
<br />ISOMETRIC VIEW tTA1L A
<br />ROlINOEp coINKR • U,Da of PANEL'S
<br />[ND UP w/ IHEeIrAED [tIOE
<br />(N T.S)
<br />n
<br />y0• Dee• eTn•)
<br />6063 TS Nam. ALLOY
<br />x30-
<br />O2 REVERSED •h• TRACK
<br />NJ•
<br />t_
<br />i
<br />tTYP•)
<br />O
<br />PAt1E�
<br />eoB,-Te Non. ,+tlor
<br />O RS'VFwD wU' TRACK
<br />HIM fe
<br />R
<br />1
<br />f0 NILL CONSIST of
<br />0
<br />PANELS.
<br />BOTTOM
<br />IO
<br />OF
<br />1. ANGLE
<br />126,
<br />I
<br />2.060'
<br />__.. ... -. e• Mom, .._.. _. _ __ . J
<br />10-
<br />1'..
<br />�Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4
<br />ttOeq
<br />� a ,w Ds,la[R Aa,WA4 teE _
<br />Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w
<br />i• 3ltw. Y
<br />tit ...T
<br />QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?-
<br />at NOR L; ..aelR �
<br />.t.
<br />g3 wlnE .Snow
<br />IR"SEE
<br />tILCIWM6 Omit war
<br />'3Q NOTE 3 i�OR®w/ q, W/0®•Q
<br />/OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM
<br />N�D
<br />fOE ., rFNwA0T�FYOKA0
<br />T GCN
<br />/.• HILL w �,/,' tAst EAR
<br />slLtt[ .1
<br />LDiE3-
<br />(, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. .
<br />Den,. T1NCIts TOP . BOTTOM,
<br />(1)
<br />9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN
<br />1W1CN OTHERWISE A STOP BAR
<br />(J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow
<br />EXTERIOR F�tAAKRs of ENO PANEL
<br />(4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR
<br />R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK
<br />I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af
<br />TO soTrolt iRACN WAY OCCUR cuR AT AMEL
<br />(S) SEE SECT
<br />N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. .....
<br />7
<br />]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT
<br />/' nn. CONCRETE: ANaOl6 l»••7 3' Yo..
<br />pa wear a war »)
<br />I ,
<br />In,
<br />Sea l�O'. x . . i•+�« PANS) (oto )iil ;
<br />R[ NDIt t, ♦ IE/Oe
<br />II I
<br />1MIRI.Wt[ rTP•)
<br />MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M
<br />ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa
<br />TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w
<br />s'MRAcraTo eirlso
<br />E-bAN6 'STORM pdyop E�
<br />Z,gib RuloE a sRKxi,uRc
<br />wn[ ,nr . ,•
<br />,a• Mt «, vt• ItAa owl"
<br />SECTION B-B
<br />Dings : enfa AFJI - ,•
<br />(+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL
<br />SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG
<br />Ai BOTTOM w/ PANf].MATES.
<br />(2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF
<br />rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS
<br />welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS
<br />otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4
<br />(3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af
<br />BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM
<br />911AL1 SE PRONGED AT TOP OF SUCJI PN[L5.
<br />(t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE
<br />Eq�AocO1REtnr
<br />wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL
<br />Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB
<br />NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED
<br />H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE
<br />(1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />awosW
<br />�ID'wRase' •` wa41R
<br />—� •. p`A19 er � �e1FRwN � � \
<br />5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_
<br />I 1
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<br />(KroNo)
<br />-' RMLOOesNt%tTECON�RocN
<br />>dAt ICALJ„AII4D
<br />UffMnA
<br />w...- SCALE s/r-I' �
<br />Ile
<br />LSERIES IOW Or LENGTH
<br />L
<br />PREPARED MWAOXTURPID FACTURE
<br />STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT
<br />STRICTURIf Reee
<br />AL IV AS ~ACILIRED TA E
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f
<br />INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE
<br />I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4•
<br />I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[-
<br />t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD.
<br />r... BNALL
<br />N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0
<br />K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS.
<br />ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C.
<br />tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />�.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL.
<br />. 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP
<br />teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2).
<br />� �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE
<br />�` T, 1„•
<br />rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt
<br />t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's
<br />/ . '1 ' i ' -- � IAArIL1I'ACTIeER.
<br />�. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF
<br />/, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER
<br />TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK
<br />j CPA
<br />,
<br />i I I i 0� WDW TRAM[ BtIAANICS.
<br />`: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE
<br />� FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A
<br />CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU
<br />I i
<br />I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111•
<br />I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM
<br />� l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC
<br />. � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO.
<br />pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11
<br />(Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO.
<br />7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32.
<br />�.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC
<br />MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O.
<br />l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY.
<br />-'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON
<br />W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER
<br />Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D.
<br />•° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90
<br />I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL
<br />e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS
<br />� I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu
<br />- 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF
<br />•� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT
<br />I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al.
<br />� � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0.
<br />in1/e• Nw NUT I.-
<br />t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO.
<br />I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot.
<br />�)L� � I ...�_.._1 I pf.l.
<br />I t�i I tArt1E11 « 1f In' O.c. � l
<br />1 w
<br />;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - '
<br />,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS.
<br />AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE
<br />W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O
<br />` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto
<br />8[OUIEO o PN1ELliO[ � I I' ANY w fi
<br />�e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I
<br />IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`-
<br />_. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.•
<br />AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T
<br />sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�•••••••
<br />SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN
<br />B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,�
<br />1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2).
<br />1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167
<br />�(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx�
<br />1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE
<br />�•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom
<br />,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM
<br />uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re
<br />w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r.
<br />20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL
<br />' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:-
<br />PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW
<br />' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. ,
<br />w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w
<br />• �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT
<br />���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae
<br />e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4
<br />COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I)
<br />-'10.1es-(TOTAL WON)- _.____. �•- — �
<br />1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i -
<br />' � ..-ispo• -f : ,, ---- - repo•-, ? ,.
<br />1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M•
<br />TYP. OAM wa'wuM
<br />1 - � a-ao aLr
<br />Q STORM PANEL
<br />PANELS Err IN
<br />w/ HnIMfO QwC
<br />`o.250 �- Y
<br />ISOMETRIC VIEW tTA1L A
<br />ROlINOEp coINKR • U,Da of PANEL'S
<br />[ND UP w/ IHEeIrAED [tIOE
<br />(N T.S)
<br />y0• Dee• eTn•)
<br />6063 TS Nam. ALLOY
<br />x30-
<br />O2 REVERSED •h• TRACK
<br />NJ•
<br />t_
<br />i
<br />tTYP•)
<br />O
<br />PAt1E�
<br />eoB,-Te Non. ,+tlor
<br />O RS'VFwD wU' TRACK
<br />HIM fe
<br />R
<br />1
<br />f0 NILL CONSIST of
<br />0
<br />PANELS.
<br />BOTTOM
<br />IO
<br />OF
<br />1. ANGLE
<br />126,
<br />I
<br />2.060'
<br />__.. ... -. e• Mom, .._.. _. _ __ . J
<br />10-
<br />1'..
<br />�Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4
<br />ttOeq
<br />� a ,w Ds,la[R Aa,WA4 teE _
<br />Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w
<br />i• 3ltw. Y
<br />tit ...T
<br />QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?-
<br />at NOR L; ..aelR �
<br />.t.
<br />g3 wlnE .Snow
<br />IR"SEE
<br />tILCIWM6 Omit war
<br />'3Q NOTE 3 i�OR®w/ q, W/0®•Q
<br />/OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM
<br />N�D
<br />fOE ., rFNwA0T�FYOKA0
<br />T GCN
<br />/.• HILL w �,/,' tAst EAR
<br />slLtt[ .1
<br />LDiE3-
<br />(, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. .
<br />Den,. T1NCIts TOP . BOTTOM,
<br />(1)
<br />9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN
<br />1W1CN OTHERWISE A STOP BAR
<br />(J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow
<br />EXTERIOR F�tAAKRs of ENO PANEL
<br />(4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR
<br />R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK
<br />I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af
<br />TO soTrolt iRACN WAY OCCUR cuR AT AMEL
<br />(S) SEE SECT
<br />N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. .....
<br />7
<br />]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT
<br />/' nn. CONCRETE: ANaOl6 l»••7 3' Yo..
<br />pa wear a war »)
<br />I ,
<br />In,
<br />Sea l�O'. x . . i•+�« PANS) (oto )iil ;
<br />R[ NDIt t, ♦ IE/Oe
<br />II I
<br />1MIRI.Wt[ rTP•)
<br />MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M
<br />ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa
<br />TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w
<br />s'MRAcraTo eirlso
<br />E-bAN6 'STORM pdyop E�
<br />Z,gib RuloE a sRKxi,uRc
<br />wn[ ,nr . ,•
<br />,a• Mt «, vt• ItAa owl"
<br />SECTION B-B
<br />Dings : enfa AFJI - ,•
<br />(+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL
<br />SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG
<br />Ai BOTTOM w/ PANf].MATES.
<br />(2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF
<br />rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS
<br />welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS
<br />otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4
<br />(3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af
<br />BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM
<br />911AL1 SE PRONGED AT TOP OF SUCJI PN[L5.
<br />(t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE
<br />Eq�AocO1REtnr
<br />wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL
<br />Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB
<br />NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED
<br />H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE
<br />(1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />awosW
<br />�ID'wRase' •` wa41R
<br />—� •. p`A19 er � �e1FRwN � � \
<br />5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_
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