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Ir awilmo __ _ _ - _ - _ _ _ ___ - ANCHORS (SEE SECTIONS ON SHEETS 17. IS. I9 • 20)--- 3074/17. Be. SAT, 17. Bhs.]' AII r MAIL I. fh'Rem k w/70 r*OB/M MNIIO k NW/W 1. 1191 D.Y.or 4 G - -0 - - -- C O 1 "PAN 110Y .+YY ,,- - -�- .�ea/.T >ls 3r(sn-fi ; ��.I'`"11' A w3. O.Y.•®a nlleL tTatOe aoWwpe ) � __ (SEE SCHEDULE) In 3.-WTI "All.aa/17. s >A/+7. 41/17. fB/te. JMAX,+• Yw. rrhs. TWw/+9 a a BAW/O w/+9. 7BR/n k wM 1: YW., ..ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 k 20) -- OPTION #2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/16•-1• ,/a• rr W - - - law- - - - - - O '� ® e.l ta•ea -, w1RE was* •.Ours swill, 1 a pwa SECTION A -A SCALE 3/tr-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND F{t a itLt/j CORRESPONDING MAXIMUM PANEL LENGTH "j" SCHEDULE %�•�•''VCEN�'•.`� ' No.44167 i*• * * fIORgJ1 BUILDRIG CODE (Mott Vviceft Hurricane 21xtt O:"IOR101' 20 CAGE GALVANIZED STEEL STORM PANEL RMlw PROTECTION PRODUCTS, UJC. w'/WAmo �� csmm r•IM sw. st S114rsa w mr nwu[ ' ~ 'A 20-175 ww : RNS•m-.� . r.. pA m-.n M•71r-7sa FrA, GS.Nia7ff ►L !/L/•wNtIK/Gtt a'••�r• "'- Irir. r• rt w � ORNw•W Ile wnQI A l4R 44MET W - am's d a ttW(BAIJIA A.S.O. Max. on PANEL LENGTH MINMR)M SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.t.f.) (SEE SECTIONS) +ss.o, -7z.o a'-ts z s/+' UNBOLTED STRUCTURES on cc "A REQUIRED BLOCK WOURIED Dee""'+ :J , Pcoktwm CONCRETE tAMM RWL5111 ATM M INST LLeTION DETAILS FOR OPTION /3 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK �11eTurrcc . tjv TMCpR ANCHORS_�•' TAIKON ANCIIOIIB 1 i' TAP" ANC/CIS - _- �1' TAPCON ATR11OR3 • 9• D.C. a r D.C. "-�r D.C. • r o.e. POURED CONCRETE POURED COrK;IETL POIMID CONfaEI( POURED OOICRETC . 1 ` eLacNouRto t '� cac Yaw '�-- Lo. ; I i ED. ice.• I � , � � � ,r. etwrs W /y. � � : • W ��Yr i I Ir fiNwO� W /7� j r. V/RwM� to I i �-x�� r , rawer W I sa. ,4 r to.•, � ��S, 1 � � OtA6s ' t:1A95 i �7- �, i i j � I EA.• / EO.. 1 �{_ •Y-20AaS(•S YS. W/ ' VT' -, 1/idJ(•$s. Y.S. w/ /r..3/a2 WIND Nur WASHERT.-. •-TjB•U.s/n wNa Nur MASER `' `/rr alai` we(c PART , 3/n^ Ww0 f! • t2 1/Y o c. 'f teEvoNo) I I ,eA1e4Jr • +2 vx' as NUT wAeNu (KYOnO) i I/r TAPCON MIC110115 /4' Ta00N ANCHORS �{ t ANCHORS _ 1 4' TAPCON (STA9KTED W/ anA) - w/ STUD) I • i 1/2' O.0 �1IREDW11(YIE'R 9DCK __.. G1�C0NCIETE BLOCKiOCR � CONCRETE BLOCK IG OE'er.1 I.TIAY L1 �� YO jIjTAJTKlN WALL IMUMM M MALL rroUln "" • aEG1RA. P� SCALE a!B•-t' scuE a/B•-I' sacE a/B•-,' srxE a/r.,• ,N,IYIN/YW J. 7!l4t Me •� FLORIDA BUILDING CODE h Ytlxff Murricera Zone) T%041W0s• nww. NcZD tL19E 6ALYANREO STEEL STORY PANEL °' WO1 N: ALPRo'rECTroNPRooucTs,awc'Lii'Sn,'1w, rAK: (Nf•7•e•-BIND20-178 OYM11•M,eN,/•WwMe/orxE ,Y1UWI A i1LLR Jr,. PL - - 91K1 If IM M F71 r WOOD HEADER WOOD WADDI --L REOLOW G Li SCHRINJUL PANU am PANEL UNGTH sommmvm 11410101111 A? MOWOTH Of KATE OF arm ME ATION PANEL *4 A 21216111 SOUTHERN TEE ellrt f e ! >o fdt AN19MRs irPE ! ' y�,pW, - lMCPIS FOR INStrLlAi101e •/IO w000 mwE auenels tt rtowR SNIaIW pwl a IIPNAIY AlIL4w7R SPACe1K NO YNNW mrt ow*acE AK •IsraTm ON the •ar.eenno are.r Oa } 1CIOIAF NOR E.0. 1180 UWK M06. ltrtM tnewr •..t TW a xalmtAE KnitcE AMa1011 BrYLai n MAmT•lo 9PAatc iewN a 110mULE A9RIL u N+1DIaN N 11E FOLLOwfIC NACIt7R6. TOLL IMt oiww m K POSSIBLE. RmY:p-- iwci oeD6Nm LWrts FAclow wwu IIDt - K I[9s n«tl ,RNMW SA4wRc wonom - ,A• TOR cAOI AKClOR TIFF 06 tIR 1C+ImME -._-.- •/' - - INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT��__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ��:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k��-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INST LLeTION DETAILS FOR OPTION /3 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK �11eTurrcc . tjv TMCpR ANCHORS_�•' TAIKON ANCIIOIIB 1 i' TAP" ANC/CIS - _- �1' TAPCON ATR11OR3 • 9• D.C. a r D.C. "-�r D.C. • r o.e. POURED CONCRETE POURED COrK;IETL POIMID CONfaEI( POURED OOICRETC . 1 ` eLacNouRto t '� cac Yaw '�-- Lo. ; I i ED. ice.• I � , � � � ,r. etwrs W /y. � � : • W ��Yr i I Ir fiNwO� W /7� j r. V/RwM� to I i �-x�� r , rawer W I sa. ,4 r to.•, � ��S, 1 � � OtA6s ' t:1A95 i �7- �, i i j � I EA.• / EO.. 1 �{_ •Y-20AaS(•S YS. W/ ' VT' -, 1/idJ(•$s. Y.S. w/ /r..3/a2 WIND Nur WASHERT.-. •-TjB•U.s/n wNa Nur MASER `' `/rr alai` we(c PART , 3/n^ Ww0 f! • t2 1/Y o c. 'f teEvoNo) I I ,eA1e4Jr • +2 vx' as NUT wAeNu (KYOnO) i I/r TAPCON MIC110115 /4' Ta00N ANCHORS �{ t ANCHORS _ 1 4' TAPCON (STA9KTED W/ anA) - w/ STUD) I • i 1/2' O.0 �1IREDW11(YIE'R 9DCK __.. G1�C0NCIETE BLOCKiOCR � CONCRETE BLOCK IG OE'er.1 I.TIAY L1 �� YO jIjTAJTKlN WALL IMUMM M MALL rroUln "" • aEG1RA. P� SCALE a!B•-t' scuE a/B•-I' sacE a/B•-,' srxE a/r.,• ,N,IYIN/YW J. 7!l4t Me •� FLORIDA BUILDING CODE h Ytlxff Murricera Zone) T%041W0s• nww. NcZD tL19E 6ALYANREO STEEL STORY PANEL °' WO1 N: ALPRo'rECTroNPRooucTs,awc'Lii'Sn,'1w, rAK: (Nf•7•e•-BIND20-178 OYM11•M,eN,/•WwMe/orxE ,Y1UWI A i1LLR Jr,. PL - - 91K1 If IM M F71 r WOOD HEADER WOOD WADDI --L REOLOW G Li SCHRINJUL PANU am PANEL UNGTH sommmvm 11410101111 A? MOWOTH Of KATE OF arm ME ATION PANEL *4 A 21216111 SOUTHERN TEE ellrt f e ! >o fdt AN19MRs irPE ! ' y�,pW, - lMCPIS FOR INStrLlAi101e •/IO w000 mwE auenels tt rtowR SNIaIW pwl a IIPNAIY AlIL4w7R SPACe1K NO YNNW mrt ow*acE AK •IsraTm ON the •ar.eenno are.r Oa } 1CIOIAF NOR E.0. 1180 UWK M06. ltrtM tnewr •..t TW a xalmtAE KnitcE AMa1011 BrYLai n MAmT•lo 9PAatc iewN a 110mULE A9RIL u N+1DIaN N 11E FOLLOwfIC NACIt7R6. TOLL IMt oiww m K POSSIBLE. RmY:p-- iwci oeD6Nm LWrts FAclow wwu IIDt - K I[9s n«tl ,RNMW SA4wRc wonom - ,A• TOR cAOI AKClOR TIFF 06 tIR 1C+ImME -._-.- •/' - - INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT��__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ��:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k��-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT��__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ��:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k��-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2.