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JLIMh L.,i kL I, Am;Hm (SEE SECTIONS ON *arm 17, is. is a ir MIT. "Pa. P. WAS. 3: I I, MIN, & Aw/20 0 0 0 0 0 In J T PANEL LENGTH (SEE 9CHEOLU) UPS wmm Look"- "a no a my NOW so& Wis. SAL s- iz, ON/W I* MIN. I* - ------ -AMCCMORS (SET SECTIONS ON SHEETS 17. 10. 19 & 20)- . ... ... OPTION #2 FOR LIFE SAFETY STORM PANEL( -I) ELEVATION SCALE 311r-l' '/r Not w 7 LOW OW CMV -1 "A Wan 0-6 1117- Ilium SECTION A -A 3/w-t- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R-2-f-) AND CORRESPONDING MAXIMUM PANEL LENGTH "Lo SCH Ell No. 441 ST FLORIDA Kw" COK (mio 111441090ft oung zom MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PC TV 0 DESIGN PRESSURE L (ft.) RI 20 GNIE GALVANIZM SIM STOW PA"m WON W. 0 WING (p.s.f.) (SEE SECTIONS) TO GLASS CONOI[mm ...... GLOBAL PROTECTIO +55.0. S.-S. 2 3/4' UNBOLTED si m Pmwjcm mc. -72.0 "LLIM."ir 10;- 'lie -0"*M-mL 20-'176 ,am to or a INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POLIRED CONCRETE OR CONCRETE BLOCK STRUCTURES IAPQm AACHORS -ILI 1APOON APICHORS W4. VAINXIN ANCHORS TOCON ANCHORS 04. 9* O'C. POURED CONCIIIIIIIE POUPIED CON"m an cow am makrom. OR CONCRETE am maim OLOCK NEWAUD 1 -C I BLOM REQUIRED Ka" KOufto r 1/4' jT 4' LO E LaA r �"N Ip CLASS I CLASS �4' Lt.", at a/ 7 0 Lo's J I A---j MS - 3/32 12 '77rc-' Ut IIA'T" rL SCALE 3/8,-1, WALL MMUM INUMIA= LUMANEL 0 LA SCALE 3/8"-1, at ow III & 0 to mmm TIVE ft Sam in I/4-P WV=o AM owzmA~ MITI, WOOD FIT" 06,LM a. A"" eAmm 04 LOWAN AW"= WKV" MD No"& ONE astsmor AN 00"m of Do WMAK FOP LIL UM TIM WICKIIII) 0. 'W. 2mm" RIMUCE Atom 9m "Ift"o wmom so" a" Im" Wit LL mummm mump v INS POUDWG IIACT1011. MR g TO K NUKE ;&so - _-:-- K LESS OSWNCO 1010 FACM 10s" Nor gyp - TWA NO"" Womic "WAN FOR EACH MCNION TYPT 0% THIN WNWAZ A'/r 14&S. M.L W/ PUT WASHER 84;�� WON;; Nut PASHER IS WCON AVCHM 11r ILC 0 4 1/2' 01C. ...Fowm CONCRETE OR COMONE BLOCK -epum concitm Kam an BLOCK WALL "tWNn - A - I ATION WAIL mmm ImmuAld. 2 IffiLMA"PANU v-AkE 3/81.1" SCALE 3/4'. 1' INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so 3/32 12 '77rc-' Ut IIA'T" rL SCALE 3/8,-1, WALL MMUM INUMIA= LUMANEL 0 LA SCALE 3/8"-1, at ow III & 0 to mmm TIVE ft Sam in I/4-P WV=o AM owzmA~ MITI, WOOD FIT" 06,LM a. A"" eAmm 04 LOWAN AW"= WKV" MD No"& ONE astsmor AN 00"m of Do WMAK FOP LIL UM TIM WICKIIII) 0. 'W. 2mm" RIMUCE Atom 9m "Ift"o wmom so" a" Im" Wit LL mummm mump v INS POUDWG IIACT1011. MR g TO K NUKE ;&so - _-:-- K LESS OSWNCO 1010 FACM 10s" Nor gyp - TWA NO"" Womic "WAN FOR EACH MCNION TYPT 0% THIN WNWAZ A'/r 14&S. M.L W/ PUT WASHER 84;�� WON;; Nut PASHER IS WCON AVCHM 11r ILC 0 4 1/2' 01C. ...Fowm CONCRETE OR COMONE BLOCK -epum concitm Kam an BLOCK WALL "tWNn - A - I ATION WAIL mmm ImmuAld. 2 IffiLMA"PANU v-AkE 3/81.1" SCALE 3/4'. 1' INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORld PANEL SYSTEW INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES vpCOw AJmOHOmS IZ4' TOWN ANOWAS 7M.CONCRETE on METT NUTXr "EIRAW 1wou"m It S ss%�* vom, 141 43 2 211 SMIXT Is & NO NO AMD*% not 1/4-o SMOIN TO VJWMLATOO 010 WXXI Tom ROME SUILDW WL NOW vsmm OQ 3 3 MONTI MICHOR WNW= " wmm OK 01111140 ft 090"10 TO THIS 4 3 % mmu mu mom SPACING IN 0, 131A CHWULF Am UNIT TWA ININIAM N&LIn"a WOCM so^ ON 9mmu an ga an am" OF&M or THE POLLONINIS Awftft. I" MANTION It K POW&L JW1U= 35 VAPOR 4=1040 U0111 FACTOR SNALL MDT - K I= THAN W&VA sftax 01DICATEII, no PAN mom TAK am 7419 004OLU Is P LMAST PLUS N/ ONT vw W" w ANIHER O.C. REQUIRED WAU "I= 20;AUAM imp, f L Ir -rn-. 4czi 'a 3 �w VON MIT Is&" REQUIRED WAU MgVM %IIA"UMN 0 JWIMPANM SCALE 3/r-l" CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so CIO -Cu -6-- > 2 -0= ca. 2 Cu -0 CIO t::! CU -Cu 2:) C:) CD 0 CL. = 3: S_- C -0- Cu C:) -6"# %4- CIO Cu 0 > -0 E 2 CD ZZ CU '0 0- m a U) < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so INSTALLATION DETAILS FOR OPTION #2 FOR LEE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY SJQRM PANEL SYSTEM -L--Z-m6mLJim PIAOMAL INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD SIRUCTURES I E-2 NANG STORM PANEL SHORN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YtRunm FOR COMPLANCE IN 6 0) MINIMUN EMBEDMENT OF TAPCON ANCHM AND PANIELMATE n%AUE 0 & VANELMATE PLUS WTO CoNom ACCOADIIINCE ININ THE 2020 (ft WITION) OF THE FUDA" SUILOPC CODE. 8LOC% SHALL BE 1 4/4', 4 T1 DESIGN ININD LOAN SMALL BE DETERMAIED AS PER SECTION 1820 OF THE ANOW MENTIONED CODE, 1.2) momm Ememmem? OF 1/4"S X 7/4r C0LK-IN MCHORS W" K 15 7/8- WM CONCRM. FOR A WOW SPEED AS RMARED NY THE JURISOCI)ON WHER1 THESE SHUTTERS; WILL BE 04TALLSO AND C= IN A OPECTCMM FACTOR Kd-O.W V$WQ AM 7-16 NO SHi NOT EXCEED THE M0XIVUM (&S.O.) 0-20 SS SIDERALK DOLIS USED SMALL BE LOW ENOUGH(SIOULD ANY FINISH MATERIAL no To 'A NO EMBODIMENT WTO ANY FINISH MATERIAL SMALL BE PERMITTED. gar, 7=NR" Mzm DESIO" PRESSURE RATINGS INIDICArED ON $HEM 25 A 26. 1/4 ST) A 14*9 TAPCON 0 1' O.C. I . -� 1 1, i ' ENGAGE 311V INTO ANCHORS. I/ - -- - --- / " Np INNEAW a Ir ox_ t 7 1 1 t' --!14-0 w4m 0 r O'C' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CVS*N WIND UQ" DETERMINED PUT ASCE 7-16 At WOOD $HALL K FIRST REDUCM TO ASO, DES" WIND LOAD$ BY WATIPLYM TWDA BY 0 4 IN DOW TO &33 04 rAK THAT PRECAST Si 0* PRECAST CONCRETE PAWS BE FOUND On THE EXITYM WALL, THKAM WOOO I"Imp HEADER 400 I "NAM TO COWAK THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINOS INDICATED ON SHEM 25 A 26. ANCHORS SMALL K LOW DO" TO REACH THE MAIN STRUCTURE WwwD SUCH PAmi AN0004E I I i HIAW SHALL ME AS MENTIONIED IN #J) AND IN 11.2). HOW E-Z CZ5 IN ORDER TO VERWY THAI COMPONENTS AND ANCHOR$ ON THIS P.EM AS TESTED WM NOT OWN 311113SID, A WIN OCRE49 C--A 1/2- C /2' IN ALOWAKE MESS MR WIND LQVS WAS fia I= 01 WE ANkVM FA=Kft SPACING TO WOOD HAS KEN A 11/4- OETERIANED IN ACCOROAMM WM %LO-S 2015. (C) AMCHM SMALL BE *41TALLED IMICINING ALL Of THE RECOMMENDATIONS AND spwricAnoms OF THE ANCHOR'S 015 WKWACTURER LA. >< -7 1 r NIVII, STORM PANELS ADEQUACY FOR IMPACT AND FATOX RESISTANCE HAS BEEN VERM K ACCORDANCE WTHI SOCTION 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TMOIC LABORATORY, M REPORIT 1 2032, AS P"TOCOLS TAS-201. If SHAIA IN THE RESPONIMITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE =WM 01HERE, SHUTTER VAS-202 AM TAS-203- 13 TO K ATTACHED 10 INSAW PROPER ANCHORAGE- THIS SHUTTER SHAU. ONLY K ATTACHED TO CC*KmETL BLOCIC C14 L G O"F I FROM INTAXISION CAUUK AND TRIAL. SHUTTER TRCkS ALI AMOLPID FULL CJ ENGTH. V M.N. w On To 45� 3. SUM 1000 01STALLATION IS APPLJCASILE TO SNOW AND DOUBLE HUNG STYLE WW40M WHEN INSTALLATION 5 REOUKD to K ou 904WLU an amm" PAM LENGTH ON 4"m 121 PANEL LDAM pw 140 an ow I PERFORMW FROM ?HE INSIDE or STRUCTURE. 13. STORM PANEL INIST&LATION $HALL COMPLY WITH SPECS INDICATED IN THIS ORAININC PLUS ANY GUILOWC AM low4a -< MET IsOn 1 60,10) *L* Mos. M- a" "a REGULATIONS PROMED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO. C= PANEL LENCTH ($a NOTX I KIM PANEL Lummm opavnw I I Cu A W 10NOWAVIN hiss 4. SERIES 2NO INSTALLATION 6 APPLIONSLE 70 SWGUE AND D06W NUNG AND HORWWAL SLIOM STYLE VINDOWS WHEN Wes ow pm , mov) ILK (SEE NOTE �, M M To OUNIA NSTALLATION 15 NIT"KID TO BE PERIPORIMED FROM THE MOM OF STRUCTURE. 14 XTRIUM WINDOWS AND DOOM. INC, I - I RAW STORM PANEL SYS - IS p0W pggM ISIX : -I,,- PANEL LOOM Com 104ch" PANEL LENGTH a *41ff lei 1/4 -1 ON omw .4) (STE: wm, I Kww) (SEE N=, I BELOW) a - L.) w I S ALL ALUMINUM EXTRUSIONS TO BE WO-75 KAM AND TOM. (UNUM OTHERWISE NOTED) XWWfW �,), PREPARED By THIS KNOINIVER 6 GENERIC AND DOES NOT PROVIDE c'm 15 (A) no$ PROWCT S Cr ;Xx�,31311` WORMAIION FODNASTn" e, wmm THE sm cominoNs OEMATE FROM THE P.E.0 m S, ALL ALUM11" SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H)4 ALL00. W CONTRACTOR 0 K Fv3PONSO4 POR THE SELECnON. PURemAsIt AND WISIALLATTOm INCLUDING Lim IMFEw OF V400 TAPCON A, 7. ALL 171111. SHM METAL PANELS SMALL. HAVE STRUMIRAL QUALITY TICEI� ASTM A-063 MR 50 Mari., ONILVANIZED STEEL THIS PRODUCT &4510 *4 THIS P�La- PROVIDED HE/Sw Om Not DEVIATE FROM THE CONDITIONS OFTAILEID 04 E W/I I OnsOmy" W/Fy- 5" km CWTINT ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT BRIF IS THE CONT%hC?On RESPONSIBILITY. C) ME= ...... Oil ALL SCRENS TO K STAIMILM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON VEEL AS PER DIN (0) THIS PRODUCT 80"ATION DOCUMENT WILL K CONSIDERM OMUD IF MODIFIED. MKWOTN Or PLATE 5001111 W/ 50 kW Y= STRENOTH AND SO I* TENSIUE STRE)WH & SKALL COMPLY W/ FIJADA SUILOPIG CODE SECTION 2411.3.3.4 (d) SITE SAECIPIC PR=CTS SMALL BE P14PAWD BY A FLOW ROOBITOM ENGPJM ON ARCHITECT ow-m ou 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 kW MINAIUM MD STRENGTH. KOK THE ENNNEER OF RECORD MO.R.) IN THE PROJECT AND W440 INILL K RESPONSISUE FOR THE USE OF THE P.E.D. KNOWEER Or RECORD. ACTING AS A DELEGATOD ENGINEER TO THE P.E.D. Emommm. SK-A&L G 10. ANCHORS 70 WALL SHALL BE AS FOLLONTITS SAINNY TO no$ LATTER THE SITE SPECIFIC DIIINAMIGS FOR REWW (A) RECORD JD THAT PREPARED IT (-) THIS P-E � SMALL OW THE WE AND ORTONA& SEAL AND so"nour OF THE mornSION& p4mm or It4'# TAPCON ANCHONS AS MANUFAMMED Err ITW, 9UILOM PC. (MIN. I'c-3112 W/ Ei 1/4* 0 K 7/8' Ci ANCHORS, AS MANWACTURED BY Dbftt INC. (UP. Vc-3000 v�kj 10 STORM PANEL MANUFACTLRUTS LABEL SHALL K LOCATED ON A 111SAIINLY VISIBLE LOCATION AI STORM PANEL IN NUT 014-10 PANEUMATE POMILE 0 & PAmumm PLUS Pmmm. As ~AcTuRrPD 1w tueo CoNsmicno" PRODUCTS 3/32' WWO PUT ACCORDANCE WITH SECTION 1709.9.3 OF FtORW BLALDW CODE ONE LABEL SWIL BE PLACED MR EVERY CPEMW� 12 11r Ot, L480J?4 TO COMPLY WITIN SECTION 1709.9.2 OF THE I'LORICIA MAD04 COM S am, A, MS W/ tlT 1, PUT 3m, W" To" ILI) MINMW EMBEDMENT OF TAPCON ANCHORS 040 POURED CONCRETE SK14U IN 1 3/4- AND 2' FOR PMELMATE IFTLO) 0: L wm ftA4 7/3'0 3/32' WM NUT I* O.C. upm 0 e O'C. mm 1HRIADID KOLNREO 21.41 WOW IMAR FEMALE 10 A PANELMATE PLUS. OF PLATE I - I �; WAS" 0 6 1/4- G.C. 0 (KY00) WON" A14-10 PAINELMATE I OF PLATE uvmm 44A;'r -J��.VQD PLATE -I-10 PANELMATE A2) MINNUM EMBEDMENT OF t/4 It 7/3' CALX-IN ANCHORS SHALL BE IS 71r IWO CONCRETE. NO EMBEDMENT Roo �w - - I I ANY FINISH N64TOW SMALL. BE PERMITTED. -Qg�"W PLATE 6 ;/4* MOC. j�� I - ED PIATE tts 1/4* 0-20 SS SIOEINALX BOLTS USED SMALL K LONQ ENOUCH(SHOULO ANY FIMSH MATERIAL ExIST) TO 044" 3/4 WALL RWJ* 111111d WALL ATM MIN. zz- MIN. I . . 11 m NA7M ITAW 0 1 AT MVMDIH OF PLATE w?O ANCHOR& ALTYJL NFOLA" PANEL ffifm�m� WALL MIDUM IAM S&L OMNI SCALE W.I* AL LJFIE SAFErT PANJEL t A.3) IN CAN THAT PRECAST STONE. PRECAST CONCRETE RANELS. OR PAVERS K VOLK ON 1�it EXISTINS WALL OR --- Al =A7M ............. a LIM %A-myJmLL SCALE "I IN= I AMN WALL you 9 1 FLOOR. ANCHORS SMALL K LOW ENOUGH TO REACH THE MAIN STRUCTURE B&INO SU04 PANELS. ANCHDRAGE WWI EN SCALE 3/1.1' so" 3/. ..1 ALIENNATrff-� IN AS MENTIMID IN A, I) AND IN &2). Agperpm :!T'4�41 - No. 44 167 1 a IL LWE UrM PANEL WALE 3/0--l- SCAU 3/8-- 1 (a) To ERMYNG CONCRETE WOLK *&I ENSC FLORIDA BUILDING CODE (Wgh Velocity Nu Trans Zen*) FLORIDA BUILD" CODE (Moh Voloc"y Ku one Zone) 1. WMASTIONS ARE ONLY WAD FOR BUUMONT PITH A.&O. OCOM LO" FLORIDA WILOM CODE (NIgh VW*cNy Nu Gone Zone)l 1/4' 0 TAITOON ANCHORS AS MoANUFACTURED BY 17,11f, BUILOEX 04 UP TO .115,11, -72.0 PW NO AMIELS UNION LIP TO W-r 'I'Lum w- 44167 am "m MC. -,;/4' 0 X 7/3' CALK-0N ANC11ORS. AS BY OEWT OK (r�1500 0,0.) or, rp UK CALVANIUD WELL STONM FANEL rp 20 OACE GALVANIZED SIM STORN PANEL DUN Is, 4-10 PMELMATE MMAUE 0 AND PAWA4Krr PLUS AINCHM. AS MAMUNAVURV BY ELCO CO"StRUKTTION 6S, 20 MOE QMVANIZED SITEL STM POU oaft or 2, Fla MEN WOOD FRAME CONSTRUCTION, 1000 MI-ar BE �Ix"NER"ll WAN ft I. NVALLA71ONS Aft ONLY ftV MR SUILDANW WITINI A." Dem Umm r- PRODUCTS (1'-2071 ps.L) Poe No. L W/ part; DENS" or 0.36 Olt COLML UP 10 �55.5. -72.0 PSF NO PAMELS LEMON LIP TO 6*-r. or/04,31", 'ATE No MIL ECO Inc. OL09AL PROXCT" ML GLOBAL PROTECTION oft GLOBAL PRORMON PRODUCm ur. MATE PRmcm LLC. Pwxm. Uc. "W"" 11L1EC0..7\ 400 WL 61 xneu book. 2. "M WENT WOOD FILOAK CONSTRUCTION: 0000 MEMBERS 70 K SOUTHERN f, mo SUM WAL ft. 3PI4 PONT NO. 2. W/ L-EWV SIPT 01 045 CIR EOUAL 3nI4 W)JRow ox �.w Mac. ("*)N*- 20-176 20-176 mo, "* (m)IN-mm 20-176 owma ft . ! OWN= W-40"I No 1 I=A 111' P�L P1. 111�411' Nowwoo";! PJL "Amm"Ift/wE amp" ft Is or 28 t a= a, Ira I�VVRW U 1 *0�118101ff- IS t#1110A 4=P41I.'FXk milill . ..... ww (TOTAL wurm�- 115or WTVCW4 WOTHI .01. 12W 2.U'P- .3mv -Mr. Alum A-6112 4 BONN so mAm. ".IT 0-0 QN.Y. RMIM Ph' TRACK ANNEL'S Do LIP r .125' IIEVIMEQ 3.750, mom= =9 MAL ROUNDED CORRIER 9 ENDS OF PANEL 'S END UP W/ HEMMED EDGE (ALT,S) 2.000--j yp- Oil ma P'4L'�m g 125' SMI-76 AkNn. ALLOY NO. 44167 OF 0001 "'Im "t 3*w3"(Wam.) ALUM, ANGLE STOP am ..... .. 111' LONG . ..... /M LTE c FRI. 5063-75 Alurn. AULOY 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so 2.250* -:Ow 2.2�4' gramm "u" TgAcK 2.000 -6* Ms. 2%3*(UnK.) ALLIM. ANGLE . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so . . . . . . . . . . . . . . MINE L L 4 3. - MAW Ame" wil -4 40 IT -L' 1.11, 1 [SKN=4 !Iff -WT1L 31 3. WIN, TV" Comm= mean sm OR ow, m Imm a K Typlct� UR ES 2000 E-Z a ORM ML Svmu SALE 4w - T' -A MOM E - Z WAIG STORM PANU PTr[M C&EWIW OF PANEL -. TRACKS TOP & BOTTOM. (2) (FOS:MSHALL ALWAYS K CONNECTED 70 BOTTOM YfMC9 CITHORNSE A STOP SAN "CIVIOM AT TOP OF SUCH PANELS. 5 THUMBSICRV* " OAT Or OF FASTENERS MAY EITHER OF M ENVERION FLAT FLANM OF END PANEL (4). IN CASE M VD;V &NCTP=M TOLOOTTOM IRAW .. A STOP BAR IS ONLY SNAL BE CONNECTED% BOTTOM TRACK 0, us" SPECS 00" ON NOTE W ABOVE. IN SUCIl CASIL CONNECTION OF PANELS TO BOTTOM TRACX MAY OCCUR AT NY, PANEL UDCATICN. (5) SEE SECTION 1'. 3' & 4' ON SHILCI 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3' NO. 2'/24 V/24 cm won 3 aLm Imm"Al am vw 10, 4" tftl* SINS TV or& Ilr 3. 49 ITI'l I Isi-1- H I &QATIt I till I �1 m"ml VAL) INSTALIED AT M. TOK K PRONCIED TYPICAL ELEVATI HANQUE 70 FACLRM =1& TO K SIVALLM MM E-7 MANG STORM 04" OF 5"WTURE. mu --Ar-,/- M. ON, 114- SIECTM B- mu vw - 1* (i) ptnWri 01 Crass: tOM E - Z lost rAl BOTTOM W/ PANCUMT113. (2). END PANELS SHALL ALWAYS K CONKICTIP TO EXIMING SU WALL BY MEANS OF 0ANIELMAID . Ow END PANELS 60ftkrWWUS%W JOINTLY W/ 15 L W, WCX A q I PLIT 1� Fcal- DESCRIBED CN�/ r. AS AT STOP so (4). no 2WAILATIONS WHEN END PANELS AND SOW WYERION PINNELS AM MKCMY MOUNTED To EXISTM SILL T= ONE MITERIOR PAMIL MAY BE USED JOINTLY W/ Zammm BOTTOM TIMCK To WALL Z.M P*amm rOLLONIND SHOW1 ON OLWYEIN AND �* EDINE DISTANCE. TOM TOO =JTY 1. V gg SH WSY.LED Lin a Rwff SIDE Of INTERIOR PANEL) HATE 000IN't moon m $Dow "-- bw w N F-wm/' SIALL. M - CHIC w1m fm 10-0 1 os SHIFT TV To Im I GMFLAP arm= 01100=0 wALL AND 0 my spowomm Pop UK OFE TO TRICKS ON mMos - -t v mn -� or& 0 am low vd* C- 'm ON OW M.46 0 110p a No -CANK cmwooa�fww To I T C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so C/) Cu 0 L -so 0 CIO rn z z SHEET NO. SH 1.2 INSTALLATION DETAILS IFOR SERIES 20M ANIQ 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK wam, Fw war so