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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. 9ERINA M.V. AMMON 6NUNER SYSTEM SIOYIN ON MS PROOUR EVANM SEEN DOCUMENT (P.EG) NSEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (CM EDITION) OF ME FLOR A BURONG COOS MIS ANCROION SOKER SYSTEM SNALL NOT BE MALLm AT NIGH VELOCITY HURRICANE ZONES. DESIGN MIND LEADS SKULL BE DEIERYNED AS PER siciga 16ZA OF ME ABWE MENTIONED CODE FOR A BASIO WIND SP® REWIRED BY IIIE IU1BS0RBCN WHERE SIRmFR WTLL BE INSTALLED ARM A DIRMONAUTY FACTOR XE-0.05, "NO /SCE 7-10 AND SXAEL NOT EXCEED ME MA10YtnA (AS,q BMW PRESSURE SAYINGS N CASED ON SHEETS I I MRU 15. 19 & 20. IN ORDER TO VERIFY ME ABOVE CONDITION. ULTNIATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SNA,_ BE nW REDUCED TO &SO. DESIGN WAND UUO6 W MULTIPLNNO MEM W 0.6 IN ORDERTO COWART THESE W/ MAX, (ASD) DESIGN PRESSURE RATINGS INOICAIEO ON VICES 11 MRU 15. 19 & 2M IN ORDER TO VERFY MAY COMPONENTS ANO MCNORS W MS P.ED., AS TESTED, WERE NOT OVD4 STRESSED. A W X INCREASE IN ALLOWABLE STRESS TOR WWD LOADS WAS I= 115CD IN THEIR ANALYSIS, HONEYS, A WIND DURATION FACTOR CD-1.W WAS USED FOR VEAOIGIION OF FASTENERS W WOW. BERM* HV. ACCORDION SMInER SYSTEMS AOE➢WLY FOR WINO AND LARGE MISSILE IMPACT LOAD NA5 BEEN VERInEO IN ACCORDANCE IBM SECTION T6p3.1.2 BY DIE MOVE MENTIONED CODE AS PER AR PEFO 5: -W RIDE (D 10214.01-0, 10715.01-03, /1M4.01-w, /1214D1-O5, Iwl).02-08. /06NDI-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AdG TAS-20 PROTOCOLS AND ASIN E-Iee6 AND E-1996 STANDARDS (MISSILE LEVEL D. MAID ZONES 1, 2 & 3) A #12=01-10 AS PER TM 201, 203 & 203 PROTOCOLS LARGE MISSLE. -W WINDOW PLACE a 1GSp5.Dl-OB AS PER ASM E-I06 AND E-1996 (MMU LEVEL 0, WING ZONES I. 2. 3) BASG PROTECTION ONLY AND 1 0725.01-68 AS PER TAS 20i PROTOCOL, 2. W GLAOEO AD W IINDOW BLADE 6 ARE ENGNEQNED TO WORN IN UNISON WITH EACH OTILA UHOER ME GENERA. WAifA1ION5 MO CONDITIONS OF USE WPCAIED ON SHEET 19 & BERTHA 1LV. ACCORBXN FINS (W SCREWS), USED AT GLANSKNUCIQE AND FOR WdCT MOWS CONNECTION TO TRACKS SNAL RE 114aW AND /14x1.7S' RESRCINELY, 410-W MINISERATES V STAINLESS STEEL SCREWS WITH IMG W YIELD STRIER M ANG, tea W TENSILE SBENGM, PINS SHALL BE LD = WRH BERTHA W DANOSHIDD OCAWG SYSTEM AS MAIAFACMPFD BY IM K COATING MFNIGAMM REGISIVRD 5V(M AIERGAN SNATI ER SYSTEMS ASSOCIATION. PAS MUST BEAR ME W MANNING ON THEIR MAIL MNY 4. ALL ALUMINUM EXTRMSIONS SHALL BE ALNMPNIM MSOPATKW ALLW AND IEMPEit AS INUICAlEO ON BHRTS 2 AD 3. MNIUW YOU) STRENGTH MR 60 o-T6 ALLAY IS 30.0 AN AND M.7 bI FOR 6005-T5 ALLOY, 5. ALL SCREWS TO BE STARLESS STEEL W4 OR 316 AS SERIES OR CORROSION RESISTANT NATO CARBON STEEL AS PER OW 30(118 WAIN M A8 MW. YIELD STRENGM AND 90 Lei MR. TEASU SMENCM. AND SWL COMPLY W/ FLOAMA BULDINC CODE SECTION 2411.3.3.4. 6. BO1.1S TO BE ASTIR A-307 CALVAMZED STEEL. OR A19 M4 BY J16 SINES RAWELSS STEEL WITH 39 W UWANUM WBUG BMENCM, 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECS MNS: W RADE (): 12•IJ.14,15 AND 20 . W BLADE '� & o WORKING W UNISON: 12, 13 & IS B. Me BETHNA HV. A DRDION SHUTTER SYSTEM GEARS A U.S. PATENT /6779JUI2. COMPONENTS OF MIS MPFIW L ME COVERED, W WHO,E OR IN PAN( W US, PATENT #V45BI79 ISSUED 10 EASTERN METAL SUPPLY, INC. 9. IT SHALL BE ME RESPON5191UTY CF ME CONTRACTOR TO VERIFY ME SWNONE65 OF THE STRUCTURE WHERE. SHUTTER 15 M BE ATTACXEO TO INSURE PROPER ANCNDRAGE CONIiW;fpR TO SEA4/CARA( ALL SHEARER CDYPGNENT CWR WINCH REMAIN. THRU FASTENING IN CANiNUCUS COWACF WITH NNE BU6DWC TO PPEVEW W',L,,JN NpEU510N. TO. EACH UNIT MUST BEM PERMANENT LABEL W A N9BLE PLICE WITH WARNING WM' TUCKS PEIRINS Of KURRTCANE WARNINGS HOME OWNER. TENWT, OR OTHERS, MIST PROPERLY CLOSE ALL W AND ICI CIXIERMAlES AND U sACC OR LOCK AL W MD M LINKS. It, SHUTTER NMUFACMRA'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION S,me, W ACCORDNCE WITH SECTION 1709.9J OF FLOR64 BUTTING COPE ONE LABEL SILL BE PLACED FAR EYERf OPENNG. CAGWNG TO COMPLY WAIN SECIICN 170&9.2 OF ME FLDRIOA BUVpNG No, 12. HIMM NV. ACCORDION $NUTTER SYSTEM's RRRALLARON SHAM COMPLY WRH SPECS Mf,,,ED IN THIS OWWiNG PLUS ANY OU ZANG AND ZONING REGULATIONS PRDNDED BY ME "TosDIOIMN WHIR PERMIT Is AWUEo TO. 13. (0) MIS RED. PREPARED BY MIS ENGINEER IS GENERIC MD GOES NOT PROIDE INFORMATION FOR A SiE SPECIFIC PROIECI; Le, WHERE ME SITE CONDNIONS OEVIAR MM iNE P.ED. (6) CONTRACTOR To M RESPONSIBLE rOR ME SEEMY"N, PURCNLSE AND INRALIATION IN0.Up;NG MSAYLIT Of Was PROMY, BASED ON MIS P.E.O. PROIDm HE/SAE DOES NOT OflMTE FROM ME CONDIIIONS DETARED ON MCI DOCUMENT. CONSTRUCTION SAFETY AT SoE IS ME CONTRACTOR'S RESPCNSBFm!. (F) MIS PLO. WILL BE CONSIpERED SOME F ALTERm W ANr MEAs. (d) SITE SPECIFIC PROJECTS SHIN. BE PREPARED BY A FLCIMA REGISTERED ENGINEER OR ARCHRECT WHICH WILL BECOME ME ENpNLER OF RECORD GLORY FOR THE PROJECT AND WHO WALL BE RESPONSXLE FOR ME PROPER USE OE ME P.EA. ENGINEER OF RECORD, ACTPIG AS A DELECAEo MGNEER TO DIE P.EO. ENWXEFR 51W.L RIBMR TO 11U UTTER ME SITE SPECIFIC p6AWWG8 FOR REVIEW. (e) ORGIMM. PZM SAL BEM THE DATE AND ORCIHAL SEAL AND SIGNATURE OF ME ENGINEER OF RECORD MAY PREPAREO R. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS; 21-37 SHEET 3 TYPICAL SNUEIER ASSEMBLY 38-44 SKEET 4 TYPICAL WINDOW BLADE & WONOW DETAIL AREA 2• HV SLADE (117 AND RY WNDOW RI AOV rya (WHERE APPLIOeR E) TYPICAL. SHUTTER ELEVATION & NOTES ON LOCHS SHEET 5 WSALARON MATES A-F, CONCREW/BLOCK SHEET 6 1145TALARON DETAILS G-U, CONCRflE/SLOE( SKEET 7 CENTERMITE DETAILS W SHEET G CENTEFIIATE ALTERNAMIC DEEMS W SHEET 9 END CONNECTION DEEAKS 1-6, CONCRETE/BLOCK SHEET 10 MAXOAUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- WNCCRETE & BLOCK SKEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCS( SHEET 14 ANCHOR SCHEDULE- MOOD SKEET 15 NSTALLARON OETALS U-N, WOOD SHEET is INSTALLATION DETAILS S-X, WOOD SHEET 17 EHD CONNECTION DETAILS 7-12 & X, WON, AREA _3, HV WINDOW R A11C (7 1p SHEET 18 ONLY TYPICAL SKITTER ELEYAWN SHEET 19 AREA k HV WINDOW AlADE Gl ON WSALL.AYION OETALS. METAL STUD WALLS Y SKEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED BY St. Lu cie Count y WY• \)`�Fr S .......... s\Q : JOENSAe'+.�9 L ryT ' 5. '06P ' ) A f AaA �, .� .,• - S+ ..... \ 1AC f S�ONALE II P F QT'AEiSlRMeiN11tlF /nniC 02017. TIUECO, INC. D E C O +rE . ■ ■ A S S A American Shutter Systems YB AB60CIO+IDnx Inc. 4268 Westmods Drive West Palm Beach, Pl 3J407 C2017 EASTERN METAL RIPPLY. INK. ER M Accordion Shutter System RY. MADE @1 W/ 4+ W/0 HV, vnwoavyaABE TILER TESTING &ENGINEERING COMPANY v x.e. xa A m. n AGN AreDa, YMrd IOl PAme : (xs7e»-I660 . Fe.: (ws)s71_Ivl - Eg--. s M'+^ WUIIR A DAILY J, P.E. FUMEA LI,. 0 4.167 x xs15-O /Art Le O D ,5-085 /27/I IMTIO 0 6 D 07/27/I) a J DRAWING No 17-1 U7 ( HV SOLID RLALIE COVERED UNDER US PATENT Lf S458179 OF USE OF BLADE ON SHEET 19 QUALIFIED FOR USE W/ HV i 9' 870 i 1.696' a 11 HV CEILING HEADER FlED FOR USE W/ HV BLADE 1 ONLY• SEE SECTIDNS FOR VAUD 6063-T6 ALLOY AND TEMPER MY xMN YMNI 052 1fo SIDE ANGLE OUALIFIED FOR USE W/ HV tl n S P{ ' I I a39' 1 i, - 3�,HV UNIVER A F nnrru QUALIFIED FOR USE W/ NY SLADE 1 5005-75 ALLOY AND TEMPER BLADE 1? HV HEADE, R/S14! QUALIFIED FOR USE w/ HV BIFDE(i}ONL 6063-T6 ALLO AND TEMPE ALUMINUM ANGLES QUALIFIED FQ$$ USE 1Y/ NV BLADE I ONLY. 6063-76 ALLOY AND TEMPER 04 f C CUAUF1ED FOR UJ�E W HV SLADE(I �6063-T6 ALLOY NN7760 TEMPER- 8O HV WALK —OVER TRACK OUALIFIED FOR USE W/ HV BLADE (I 6063-TG ALLOY I TEMPER CWPONMP&O.190- 1 n (13 ' 1/6'2' 10.1920' O,I90'' Gd31' (5)HV 90'118W STARTER QUALIFIED FOR USE W/ Hy BLADE 1 6063-76 ALLOY AND TEMPER 94i' 1 842 g 125 920 (9)HV TRENGH TRACK WlANU"ED FOR USE VI/ HV BLADE (Il ONLY. TEMPER 1� HU RAINGUARD OVAUflEO FOR U((��11))E W/ HY 6063-T6 BLADE ALLOY MD TEMPER. Lp' P"..... _ .,4,��r� o2pn mr[CO. we 02017 FAFfERN uur SUPPLY VtC. BERTHA V,M Accordion Shutter System �cFNSF, .y " I L� ■ A■ S■ S■ A ]F ' TILUT TESTING $ ENGINEERING COMPANY American Shutt $ystems NV. DADE #1 W/ OR W/0 RV. W1NCM' BLADE VEssmFnaN DATE W" In; Le T�Te�Y �uT„ O� 1 O^�s nw u... swa sv, M.. yy yyt�vA TyaQpq Wpm. v� As9ODInROnr Inc. I OLD I5-O65 ) 27 1 Out 07 7 17 /1 / : pmW»-1510 . F, (]05)0»-191 - �D"oOo°I•^* 4268 Westro08s Drive West POIm Beach, FL 3J407 :• , •�.pp::a - 2 3 DR1AVlANC No e1 WµTER A i1WE Jc P.E. 1 �—07 1 P bTPAiC/nnTc 1M1P9q Ua / UIb) NV NT RMAT FOR USE LAN BI & 6063-T6 ALLOY AND INFER i I_A ' .LAN � .Part nEv.wry LOCKER FOR "T" LOCK GENT RMAT OUAUFIED FOR USE Wf W BLADE IOONLY 6063-T6 ALLOY AND TEMPER 1.91] Y1." �{Y2) ( �' OVAOfIED FOR USE W/ W BLADE 1 & IA)ONLY 6063-T6 ALLDY AND TEMPER A• 1 ] 6• J UNJ E QUD FOR USE W/ HV BUDE 1 ON f 6063-16 ALLOY AND TEMPER J-YLS' OUAUfIED FOR USE W/ W BLADE 1 & A 6063-T6 ALLOY AND TEMPER ® LACKING RODS QUALIFIED FOR USE W/ W BLADE Cl 6063-T6 ALLOY AND TEMPER �INSTALLATION WILL RECUIRE A 7/19 6063-T6 1.130- 7. 475". HV 3 8 0-16 A( OUAUFIEO FOR USE %V/ NV 6063-TS ALLAY AND list � � 1 fi- ® NO CENTERMATE',�I gj Qt1AUFlED FOR USE VI/ E BLADE 1 & 1 6063-i6 ALLOY NO TEMPER OY �li.•p I3�7 HV 1/4" tb-20 AISI 304 5 RI c S.S. THUMBSCREW QUALIFIED FOR USE YI/ W BLADE 1Q JJELII,P��`ICEIVr�r✓. oxonmrzm.INC. IL ECOL.Q. A S * TI W7 TESTING & ENGINEERING COMPANY .ate STATE OF au N.K. a... U. s.,cVmaa, nv6r. A,C7L •. 6y�Z; AC P^a`°,:tx5)6n-153IVO. A. r.,: ExsuT1-Ivl rtamA Ib x• ® HV "T" LOGK OUALIiIED FOR USE W/W BLADE 1� ONLY, MPb14D F WT PAL® ANIEp nt fowl vKR BPA99 CM8.W1 (o.IOK "ArzR) ® HV EGRESS LOCK QUALIFIED�[OR USE W/' W BLADE V & @ ONLY. -Y.O. OD. le• IR60' AfTEN :/4-11x/4" rvNO tffi B/4R"0-0 RNERIE RIMM sERns e... nNMauu (Ro:.-n AMDN I.RaE ruN,e TNM w.ER fNIYRI. PNii F %"- AS v ACWFED W AW6 rNEPRY r(Xr0iu1. PAPAYFENr. EFM J RSCY .. NR Ea{yy HV ALTERNATIVE LOCK OUALIflED FOR USE t9/ flV BLADE( ONLY. 0d]S• Mel. I J23' Yaw. INavBRJRlI C1'LNDSV OR NEY Ls um LnD+DER Lae- um. BY REGEM NMpw®MORTISE LOEIVS 6ppE5 23M NOOK ear .1 OUALIFlED FOR USE IV/ EN BLADE O& OA A.S.S.A. American Shaffer Systems Association, Inc. 4268 WestroaEs Drive West Palm Beach. FL 33407 Accordion Shut RV.. BLADE s1 W/ OR W/o HV. AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Qj NV BLADE 1 ® HV BLADE IA HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870•.3/I6• THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RNETS © HV 1 3/4• ACCORDION PIN W/ Q8 HEAD i ® HV 2 3/4- ACCORDION PIN W/ g8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW iIUQB BLADE KNUCKLE FOR Hy I HV (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �E BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY N.dS (2) HV PIN ®MAY BE USED 1N UEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D va52.' BLADE WHEN CORRESPONDING TO INSTALLATION 11', SHEET 7. A48=r� U (3) HV PIN (D OR ® W/ 1/2' O.D. 1/16- THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'ems HEET ,*EL CARRIAGE OErel! N.T.S. exm7 mTEm. ma TILUT TESTING & ENGINEERING 00NPANY ON Rl ]bA 9• eN. !C!, N4@S. Cµppq {jegq y ra : <wslen-lsao . !w : (Jos7an-11J1 .-+w: mcc.melcem ®-emano norm a +un a. vc ROBa4 lk. 1 u16) GlsA s KKUCI6E (ttP) 2 EXTERIOR �5' Ate\- !N OOw a118£ .asu' �_J .0635 x.os2B' *POI YCAREIC NATE IMPACT RFac N 1W .•+.,....... J� BAYER MAKROLON 3103 POLYCARBONATE 12- uc4 E RESINS, UV —STABILIZED GRADE OR SABIC Jo eu.Rc Iro 2 INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). POLYCARBONATE SOURCES FOR 4 mcu Bu.'oves lN1r.a[ auluW QnaJ q _ emsN: SnNC Naxl /Jta mYl aGU �' 0.MJ Off' �� wnu •.:a t e.Yp r:nwc smmsix.. wn iary o�ro n,mo wi 1A.m 0. eWWilmV3 cm mw J.amo>.: UJAn aµ 4na omn .a.2 a «e a .w BUJ rc evm�a .sn oay o-. oaa c-. nl:a veo Y tTa»rm's esu mes lEYr1[ slaned,.vw `<"'�^+ .sv ye axe a.1 wo a.i >r» snnsJ eoea a2nnraeo .,nu ea ae1 we sees w1. A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Dr'rre West Palm Beach. FL 33407 Accordion Shut KV. BLADE 81 W/ OR W/O HV. VC. AWING No 17-107 Ps gran �II1�11_n�'r��;n�■��i>.� III y I I 0 O � A IIIII m' E © (J°'Da 10 -(� 10 •//�yyw�j. ©•L.• • ��®•Ll • ®' 08 TYPICAL (11) HV BLADE SHUTTER ELEVATION N.T.S. n OF CORNER CENTERMATE 'llGHS-ID-N HV LOOKS —AR C NT RUATec 1. MANQATORY COIVDIIIM! /i' ONE NV LOCK p e SNgLL BE USED AT 1/2 OF SNORER SPAN FOR ANY SPAN OR t3' ABOVE OR B.¢.� 1 O£ SH% SPAY i0R SPANS UP TO 105'. -0 FOR INST TIONSA�T nM' EEVA710A HV LOCK REj m WMAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED iD pl OR FF :EN7ERLUIES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.B. M,S. LOCATION OF LOCK SHALL BE AS INOR SHUTTER ELEVATION. i. IF OFS OR FOR SECURITY PURPOSES, UP TO MO HN .00. Q$ OR T(§ MAY BE USED AS AN MSNE OR OU ,,E LACK CONNECTION OF LOCKS TO CENTERMATES )R SHALL eE AS w OG ON eE AS MOIGlEO ON iYPiCV. SNORER EFIAIION. MAY ALSO BE USED AT STACKING POSIRON (NON HURRICANE PGGRONJ M..�2: ONE MA LOCK ® of 0 SHALL BE USED AT D S.S. MS. MO LOCKING RODS ON TYPICAL SHUTTER ELEVATION. SNEET 12. mIc u K GSI MAT BE USED AS ANINSIDf OR OUTSIDE LOCK.-ATTACNMENT OF 1/4'0-MJ/4• SS. THUMBSCREW TO ® OR 0 CEMERAUTES SHALL BE MADE W/ 1/4'1-20N3/4' ALUM. RNHUT AS GROWN ON SECTION HIM SHIM S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR M LOCKS AT 1/3 OF SHUTTER SPAN. e' ONE HV LOCK TT or -A or R SHNI BE USED AT 1/2 OF SNST&t SPAN T Airy SPAN N. 12' ABOVE OR BELOW 1/2 OF SHUTTEREUSED AS A FOR SPANS UP TO 96'.SVE ANDLOCK' FOR AGNEG1 To 0 AT 0 ELEVATION. MC LOCK @ ar 1 or 1/ 'MAY-2 BE USED O AN AT HE OR M.S. E LOCK, F LOCK TD L ar S SYMM D ON TYPIM SHUT W/ (2) ELEVATION. 0 K 1/2' LONG MT HEAD S.S. M.S.TOPLOCATION OF LOCK SHALL BE AT INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF IOCIONG R005 W/ OR ® TOP AND BOTTOM IO COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTCRI••T OF S.S. T K MAY 0 S I. • : ONE ALTERNATE NO LOCI(® Imm USED M LIED OF HV L @ OR ,iy MR ANY SPAN AND INSTAL =G AT a NRUNATON. ALTEPNATE ND LOCK a MAY BE USED AS AN INSIDE TO REINFORCEMENT ORDUMP5 AS SHOWN ON SECTIONS NOB K 4440 Yy6C-ITr/L, SHM 10. LOCK MAY BE INSTALL B ATE LIMP" OR 12' R eTUUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS * 6 CPMPLEIzLY OPROHAL. 111 4i` •'nr.I: �r ✓L J GIIrsF••. y 010171R1EfA WC. 02017 rASTEpN METAL SUPPLY, UK. BERT A H M Accordion Shutter System MADE L E C O t■�. A S S A ■ ■ ■ A. • •4 ' / /� . ' ( �O •'^•'^ TILLIT TESTING A ENGINEERING COMPANY American ShuNer Systems ,,.Accordion Ri W/ OR W/O KV. YAN MW _ a,Ip,,,eil mrt W: LC F 4Q Uv uM. 3m. a a.. �. xn:ecl T+AOO4 nmw 351e Association, Inc. I OlD 15-OM /A 1 ate W )/17 rnm3: f3m7en-1534. F. f3MAII-,53, f°^ 4268 Westmds Drive West Palm Beach, R 37407 • _sS/ •' G�a,d1l°�6ivo0�p ANAL EN a 3 DRAWING No ,,d MIDI A =AMR 41. RE 17-107 P.F_ SFAI'7 V IIPF/nATr nMSq Uc 1 •.167 , POURED POURED CRETE ANCHORS (SEE SCHEDIRE ON POURED caNce E OR COGLOLK CONCRETE RECIARED WHCPEm REOURFa SHEET 13) 1/a'R-20xJ/°' SS. \ (SEE SCNIDUIE 04 SHEET 13) 1B eS Q — AYUE 40. 9 T) I, CONCRETE ANCHORS NAryRNESCREWS HeIvur ON /_ (MsNEE I.O NUTS 12' O.C. pp �- 1/2' •----` E � �/:'-200It= ',� __• 18 EO �Ea 350' U.. -k IS.O' - P 73 pR 5 i .__. f O pR Q E U+ � Nnx. CPOON4 ', E0.• r \ b1 mau°iaa swat y I aPTroNA ElRmrvc ;- "IN SHAD 0A t 0R �� mrnrva I NUN. SE;wmI N To cuss I Aura O)e0 SASS— NRL smAR,rom TO cuss I 1 SA55—�-iSQ SCtEWEE ON SHEEN 11) -(SEE SCNSWI[ ON SHEET III -I RRro aVSS C )I i ©HV WALL HEADER INSTALLATION 89) HV WALL HEADER INSTALLATION + KEYSTONE Ex snsc m aAss 1 OR I�� 1 '_ Nua, cHowur O TO EEY 1 (SEE SCNFOULE ON SKEET il) ) Ile oK; Ypl, SEPAWNN TO GtA4 (SEE SCNEWtC ON SHEET II) ExlsTwa GI/u oN Ivla6�0 WW� 19 [xTmO r '_) I OnON4. E. U.•'19 ' EO• I� �"� a. an11 Eo ._ 1/ab-20.SH' S.S. EO EO EAD j �� MNCRflE ANCHOR$ 1©TR 18 WMMNNH SSCRERERS USSt.N6 I' 1/4'-20 NUTS O 12' B.C.' _. IH_li_2OxJ/A" IS, PHRLRS CONCRETE ANcIORS !_TRUSS HEAD µECHME SCREWS (SF SCHEOUEE ON SEE SCHEWIE ON SHED IS I POURED cONEREIC ( ) ' Na. W/ I/f-20 MiEB O 12' O.C. POURED CONCRETE SHEET 13) CONCRETE BOCK W REQUIRED I � ,CC°CRCTE ABHORS OR CONCRETE aaci, REOU w (DD,, HV WALL SILL INSTALLATION AEs (ME WHEEtex ON OHV WALLSILL L ��� OR WKRETErm 14) NSTA TION - WAu REaOwEO O HV WA SILLINSTALLATION ROlE FOR CCIARiAVIpN OF Men" t- SEE SHEET a FOR nPM SHUTTER ' INSTALLATION DETAILS W / IlSSENmT 2- NW SECn0119 CAN BE COMMN£O CM O. - CUCE DISTANCE (SEE 6PECI%CATIONS ON SHEET 13) ♦SEE NIANAnpNS OF USE FOR 01AOE (qCN SHEET 10 HV BLADE "N ANT' MATAY T TO SUM pNY INSEN.IANON, F Fy i FLORNA BUILDING CODE (Non High Velocity Hurricane Zone' `ENS V9L o2on mrzw, urc.VC 0201T EASTERN NEFAL $UPPIS. NN4 UE c o A.S.S.A. . FERTRA H 'N Accordion Shutter System '• "I "� f q S'' •''•. TIWi TESTING 8 ENGINEERING COMPANY American Shutter Systems tv. aAEe a) w/ OR w/o H.V. Wt mnv BLADE --NW (1($19WIIp11-wrz wAml Z.... �4�",Pl sTss NN. RM sN. a. m waseA wpm, ruww vl Association, Inc. 1 BID 15-085 er Ea, .. f�s/ONALT e"�.: (sm)nT-T , : (xis)en-Im 26 4268 Weslraods Drive d 2 T{22/1 wm OT/2T/1T UtI I ® silo d west Palm Beach, FL 33407 3 01% G No Turfs••,•• NE s 14W u. P.c a P.E. SEAL/SIGNATURE/DATE ROM UE. I u107 s SHEET ° 8 OF 20 WNCRET \ (SEE sCNMU ON SHEET 13) RECUWED 11"o-R13 o-R 15 E%Ita.150 ' 5= o66W 4, am me �r�D ¢m a mmap I'O HV CEILING INSTALLATION GL155 ^ Fp1 �L'J mas to rl I I OR I ,eass.w.nn � m,,,rmJ4r w � E%ISiINfi I � urw I � d a47r nt � 9 rllYOuiE :: J I _ _ Ld:AhJN ; EXiSRtIC I i l,DM3/4• HW SREWSI 12' G.0 CONCRnE ANCHORxFAS r — LUSS SClIEW(E ON SHEET ,]) ' 8 A EDOC ar—� .{� -: ) ,'•' FORE Or Im" PPWe IF,E 1/Z , ,ME OF SVB IF 1 j POURED / CM RlC 0.� COMT MT HEAD CONCRETE ANCHORS )NUNITE EO Mi HFID CUNCfhT[ ANOICFS Rtwm (SEOD (SEE SCHIE ON SHEET 14) EOUIR[D 0. E. D.• (SEE SCN[DIRE ON SHEET 14) I1 TRENCH INSTALLATION QR NV FLOOR INSTA I ATION t HV WALK —OVER INSTA CATION .. ONLY FOR UP TO +70, -75 PSF PS.D. DESIGN PRESSURE RAIWO &FOR SPANS PER SCHEDULE /3. SHEET I CONCRETE ANCHORS (SEE IIaimS SCf WLE ON% I/.9 ! VAN, �.rmmi UO 3 3 O.R I I ! '11k7D 'a 0¢ it rOa uimvw 3 0 I/�• HEx HEAD 1 3 r INi 0 1 uA%. 1EK 5CREMS O 9. O.0 , O 13' O.C. 1 3/8 f 'V • ' OR 1/Ca-g0 55. NS ' wucREiE ANCHGas y ✓ _ 6 7 ___ WI N{IE O`uga (SEE SCHEWLE ON rT � 1 / - •O D. C �1/3 I' Y It �- USVG•1�/.'Ei �Jp HN5 O 9• ___ i� SHEET l4 iii T ______ 7 of l e - oesvc snn,c,wx O I/3•.)-. T '' ` 17 18 2.w E.O.ILiLgU1M 7/8" 1 7/8• MFlICABEE r ` \\l b4J/4' EM SA.S. YIN. y, T—CONCRETE Maims 'I I I, CA- PoUMO W. (SFE SCNY)UIE ON ONE SS NOIF i3(0) `J1 SEE DNOiE 1J(o7 RCOU DCa1wLtt D. OR CONCflflE Ob( gH[ET 14) PoURfa WNCIiER ON SHEET 1 REOUIREp OR CaNCREIE BLOCK *.mDNu PoDRED CR QCRFn O W INSTALLATION REcuwED QM KEYSTONE NO NTIN INMeI I enpN ONCR REQUIRED © HV WALL WALK —OVER INUTA I ATION v, +%� mAN ar+E, ssw�, AINGUARD INST ATION t; t INe D15TAWnON SWit BE • E. D, . EDGE OW-M REuOVA. WHEN PN60RYE0 I- SEE SHEET 4 FOR MM SHMF ER (SEE SPEC1F4AndN. W SHEET I3) E1 ± AN OPERABLE EYiI O BtAOE ©ON SHEET NR INSTALLATION DETAILS W% (1) HV BLADE D- Noumxa sErnovs cAN eE covsMEo IN ANY WAY TO SIRI AW MSTALUnOH. It P 0. . FLORIDA BUILDING CODE Ron High Velocity HYrricone Zon UGEIyS�; •• v9: c7017 Ic7Em. MG ®zot] cl57ERN METAL SIRP Y MC. 0. BERTHA HVTM ILEOAccordion Shutter System■�■�■A■ tv. Nv. xtmlniESQI w/OR ' 9O '•. '% +Q �• TIWT TESTING & ENGINEERING COMPANY American Shunter Systems _, OFga�ooW D1tt ryUi% Oyt LG 0 P .: IP aus J6a u. s•.:q.•aou camas, narml v1 Assxia}lon, Inc. 1 ow is-aes ]M I nlrz: W/37/17 ••....» 0I Pew.: (JD9) , M . rw : (1M)971_w 4268 Westr, Orive �OkAL EN.,,J ED_*aN&Om,u R West Palm Beach, Fl. 33407 3 DRAWING No9 P.E. SEAL/SIGNATURE/DATF _. __ r M, •w n SHELIZ 10 6 IB Y` [2 NO ES ON W NG RM Q . H/ 1aa44 IN f E5RNGGVSs INSTALLATIONS W/0)HV µakRNEN «R��iSaf °m® ilk e/nE StMS tKTNt MVi 5 V4D IYN 41 BLADE W HV CENTERMATES CS Avg 5MP GUXeRH ..© 10'®°'©•®"Q•©« OR 5 ND WAT .nuArrnn• /^� ronsnYc Glus d-(D ®,�m1 •�mO.®e ----------------------L----------------- /t• CENT'RM ES ETRYC /IW/+• sus. a IV r C T ES u� , RARw1roN I o.c nn rrcNr. ( W V OCK 4 0 5 Wy/ HV LOCK nr .4 0 _i ®«®«©• 70m©m10 •� EXISTING r— '(_gym_®' — — — — — Mw. sEPNLRON m ©® ® „ TO GL (s¢ SGHE !.E IN o 01 ON 5H1EET 11) (INTER OUT HVA OUT Y (EXTERIOR) N;%�F A. HVC GU s m RM OR )CN aA1 i 1 E9 —1 -0 s ® � OUT s 1/:- . s « I I L I HVE HVF** CNN, mRGG, W. FLORIDA BUILDING CODE Non Nigh VelOCi1 HMrricane Zone ®tail E/STFNN NO& sVPRLY, WC L E C O .lFe. TILUTHY. 1. TESTING & ENGINEERING COMPANY Nn.o.. sis. w. 1. wRoms. num. 3)lE (snMr:-13]G , rm : (ws)on-uv E-00ca9°«m^' [B- TWm myoER A , I ie. ..lei RORLA tx. / ��161 ..� A.S.S.A. American la lon. Systems 268 estlon, Inc. t POt BeoCaas Drive West Polm Beooh, EL 33407 RTA VM Accordion Shutter System BLADE 81 W/ IR W/0 NV. WINXW DADS N G[ our rowel so , Le i oID 1s-aes 115 1/v/1 ou[; mtt/it v a ORAYBNG No 7-- O7 l - ALILNNATE INSTALLAIJON" " LOCK MALE/FEMALE "T" LOCKS CENTERMAT S 8 24 LOCKERS - W/ (1) HV BLADE _ SEE ENO CONNECTION DETAILS ON were en OUT IN ?`°" tintoavtx »n. amutm ax t>Ea a I h •s vaa a w.+msK na"w ovum sms Nu-Nm . ���©• O�v ID •®e R4G"D al1� If�A UI.N M M5 92 116 KRiY/. I Io•®'®•Q�t�i•�� A * sa xott s roa Nu taut® , T IMt. ax 512CT S. fif%S Owe KMvtW (mx.-n ru.ary uace wra twn xu¢Mn, vurt I rox. ueraretsuota er erm cxwar mvme vwson. xn .wsc owe as m,.. INSTALLATION in HV BLADE W/ HD CENTERMATES Cis , &� . A 18 <i S.S.M.S. D rz� cT i ' H •N _ Gti € e a2917 %=O, WC IL E OO,.c. TILLIT TESTING & ENGINEERING COMPANY esro x.�, w, tt. sn ma vwcu awvpq norms v vnm. ; (ws7sn-ssso . va.: (xp)Blt-tsss .-. a: uleemmuer� ®-aPua =V.RA A 11PZ fie IF IF Jf. RaaIQ6 eelW A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Dr;vc West Palm Beach, FL 33407 aMs auTHOC—HVC SYMMETRICAL HD NTERMA� W/ fS3t LOCK (INT RIOR) Accordion Shut Hv BADE ®1 W/ GR W/O HV. tAWING No 17-107 CONCRETE I - i/2' /100/2• S,Ms, 0 16' O.C. rJ - PouREo car+rnETE GR ' ULiCREEE RLOCN MALL REONRED /-EESTING GLASS j100/2' SA.S. J a 16, O.C. OR SEE OCTAL % FOR SIDE CWNECOON 6 2 w B O•®w TO TRACKS - - - - - Z-E%ISONO GLASS -tom O 16'4PL— O.C. I Y NW. — ! 5 i POURED CO.OR 4 on ROCK CONCRETE ROCK WALL REOVIflEO END CONNECTION D TAI Q I EO 2' WIN, MUFED CONCRETE Po HEG CONCRETE OR CONCRETE BLOCK WALL REWIRED OR CONCRETEL BLOCK WA.L REWRED l-EESONG CLASS --r-3 , EoM4S GLASS ;. F 4A SUAPAOCNTEcL*GaEE ,` --f-- j )I FOR -Am ON O£ET 19 NCR - 10M( SD®IAE W 9ffLT . oe® AND I � 1 e.Laoo- I i USE 1' 2. 1LUt. kE --.' (AS RPPUCCUP)ANGLE a0 < ALOMOIVU WP) AT (6O6S-T6 ALL01N AT A6DHDGM (i) PIO°I/Y SA,B. TOQO :. (2)I/t'0 TP NS ANCHORS TD SEE OETAL % F SIDC CONNECTI N WAIL AT 1' O.C. (LOCATE AT 1 OR I& EITHER DOE OFQ) `A g to mAc S w 8 .®^ ^©•O] wQ't`H•®w SEE DUAL % ME CONNECTION TO TRi[St5 'DETAIL 20 END CONNECTION DETAI 03 END f NORM OR r. •REWIRED CONCRETE BLOCK WALL WENNG REWRED ---- CUSS OR • SEE UUMAOM4 OF USE FOR BIAGE (9ON SHEET 1s 0OR®ORBOR@CR@ VIEW Y PLAN DETAIL X OR BA� nSTNNG GLASS Qj6w d / •.lQN DETAIL © ll"'l9-RY''La'-4.9.4J ---- - ----•••••• •r v vA. E. IA\LL. 'o FLORIDA BUILDING CODE"(Non High Veloc(t Hurricone Zon ,A`°1� •• CEN •• MI7 TAX ®2On EASTERN METAL M,,,', mc. �+ �+ AA B RT / T4 * I EEC O 1■a. A■S■&A Accordion Shutter System Xl�yyy�/ FLK 9lQE #1 w/ rR w/o liv, µ NDOW MADE '� •'•`+(4•^ti� R• ` TILUT TESTING k ENGINEERING COUPANY American ShuNer Sys}ems r. Gt,a,,,,,, DATE w,NN e,: L.e i O� •.. :' •vi TT11 ua N.. x,. st, A.. m.Wcw anDrxi Dam. s11 Association, Inc. 1 ata Ts-oas I Due w/z7/1T _ PTPv : (w)en-1sDD . F°, : p�6)en-Iu1 4268 Westroods Drive `r/Q t�0�,p1t `-1A0'' 1°LLe00OL`'°^ West Pelm Beath• f ] DRAWING No -„ NAL E Ee-anmis l 33407 s �/ Win A $UT L. P.C. A � / � t O7 P.E. SEAL/SIGNATURE/DATE ^'QAeA u` 1 44167 s _.._- (ft.). FOR INSTALLATIONS W/ MAXIMUM SHUTTER SPANV 'L+' OE'MERMA ® & ®a® orto., OR Y--' (ft.) FOR ONE H.V. LOCK @ or orHO ypLSTALLAl10N5 YI/ LOCK ® IN/ NO LOCKING RODS I &YI/ ONE HV LOCK or ®or CEN7ERMA15 28� 29 V!/ ONE YI/ NO LOCKING RODS k0-T- LOCK 30 W/IWO LOQNG (SEE NOTES T. tf) RODS 35 BOTTOM ffrpr yTOP tblKYt C& & ,NSTAlU11pN5 G WCNv KP C V Plumy CONCRETE & WOOD Sd �, P.us WAu uouNnxc rTnDR/GEamc wu udrnec Na1•) YIXI)InNC w nooWcmdvc uanrtwG . RF MAXIMUM SHUTTER SPAN* -L+• R -L-• (it.) INSTALLATIONS IW & W/ ONE HV LOCKS OR W/ NO LOCKING ODS !VALID FOR MOUNTINGQ WET 7) CaKRETE A WSULLMroHS aux rLacR/wxc vuPNnxo NL YWNIaC I, U) a 50 55 40 AW-2-lw-v .5 555O If-1 Ip 60 10'-2' 10'-11• 70 6'-9• 1 S-.• 75 B-5L INRAlIAT9N rF/:cun CONCRETE & WOOD ODD WALL A, B. C. 0. E, M, N, 0. P. 0, MOUNDING T� K & L R, S, & V. FLOOR/TING MOUNTING G, H. 1, 11, J T. U. IN& X & M 0 MAXIMUM SHUTTER SPAN 1+• OR 'L= FOR INSTALLATIONS INTO WODO SMALL BE UMMM TO 105 IxN. ASD. OEEICN PRESSURE MRN6. t HV CORNER CENTERMIE e5 MAY BE USED AT ALL MOUNTING INSTILLATION LOCgNG SPECIETrATIONS SR.0 BE AS waC.1TED ON NANOATOW CONOTIIgV /2 NOTE is. SHEET 5. ti'EXCEPT VAT NAoMUN SIARIDN SPAN l+' OR 1-•'AND MXvuud AS.O OFSNC PRESSURE MTNa MN Y15TA Kns IMo CONCRETE OR CONCRETE BLOCK SH RE NwED AS FOUDNS 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 Ps.f. AND 8'-0• SPAN, SEE MOUNTINCOON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " 10 HV BLADE FLORIDA 81 CM17 nUM. WG ��o A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter systems Association, Inc. PlunP : (385N71-I530. Fm : (JD MI-I551 4268 W65LFeoas D&, °-'"°A Q1avOpp1711 � B vlJ Y71:St POEM Buoch, FL 33407 PATER A 11UT ,,. PE )1ARAI. Eq• 0 .167 (1) L+: MAXNMULI ALLOWABLE SPAN FOR A GIVEN POUTIVE ASD. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WAL MOUNMNGS (TOP/BOTTOM) OR FLOOR/CEUNG: GIVEN A POSIIYE AS.O. OFSGN PRESSURE RATING, DETERMINE MAGNUM SPAN •l..' FROM SCHEDULE. GIVEN A NEGATIVE ASD. DESIGN PRESSURE RATING, DETERMINE UAXNUuM SPAN 1--' FROM SCHEDULE. nNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE NINIMU}A DETERMINED SPAN BEM1vEEN -L+- MO 1--•. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBLNARONS IN BEMEM WALL MDUNRNGS W/ FLOOR/[DUNG MOUMNGS: FOR A GVEN POSITIVE &S.D. DESIGN PRESSURE RLRNG DETERMINE: L1+. MAX SPAN FOR WALL MOUNTING INSTN_L EONS. LT+- MAIL SPAN FOR FLOOR/CEIUNG MOUNTING INS7ALLARON& FOR A GIVEN NEGATIVE ASD, DESIGN PRESSURE IVML` DETERMINC L,-- MAX. N FO SPAR WALL MOUNTING INSTAW110NS U-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. nNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 1,« . •,+-, 11= AND -L2-• (4) GO TO ANCHOR SCHEDULE WITH FINAL MLMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DEIENNwE MMMW NNGHOR Accordion Shutter System H.V. BUDS p) W/ OR W/O H.V. W W,'/ BEAR n. x6aa7vrwx wrz MMPN 6n May. c. I OLD IS-OBS 7/27/1 D52 17/27117 2 5 DRAWING No 17-107 ® WALL NEwOER UW NG I®m007OOmmm00pC ImmOppQO mmmpppOC ImmppQQOm gro vauau�mz mmpoppo MRSIMmppoQo w RW LACEDHNOLOGYID-SEE • SEE ANCHOR SPECIFICATIONS ON SHEET 11 Inv rM0m000O00® OEQQO�mmOOeOe�O�tE7[E7opQ000O�O®0� OpOpQO®®DOOQ00�� mmQQQQQQ E�ImppOppO�mpQpQpOQpQppp$�pppp�OO DOvOO ®p0©00000�©p©ppppp �mmOmOVOO��pmOmO m[E1G'Eip000Q ®pOp oOO�m©®oO ppmppppQ IC'• ' e HV • , ,O • , ImOpmQQQ [KKa amm p�3DQOmmmOppppOppQmmmpppgppgppppOpOmmmOop000��mR]ppOpppOQQptapp67pQQ mmmpOQQOmmmpppppmmm®QQQo IEUM KM mmmppQQQ mmppQQOmmpQQOQOmmpOQQOQUpp�®QQO ®m�E7�00m®00p0���mm mm00®QOQ 0mmtl7®Opp mmOOQQQmmmpmQQpmmmppOQQmmmpppppmmmp©QOQppOOO[9Qp mOQOQQQmmmO®OQQmmmpmOQQm®mQQQQOm®mpQOQQOpEF]ppOOQ mmpQOQOmmmOpQQOm11331 mmmpppQp®QQgp�Omm�QOQOQpp®OpC�Qta ®®DOOeO�®m00pOOm®m mp®pQQOmmmOpQOQ mOaQQQQ�mOQQQQQOmmQQQQQ�m7pQOQOQQI'[i7pp000QOppE1f0©QQO ®000000mmmQQ4vOO�mmv0000 ICONmmOQOQQ�1mQOQOQQmmpOQOOQpppF�mOQO 0©QOQOQmmmQQOQQmmOQQQOQmppQQQQOmppQOQQQOpm©pQQta ®©QQQQOmm00QQQQmmmQQQQOmmQOQQOQmmmQQOQQppptapptf7Q ®p�QoOpO�mmpp0pp0o0O m®m0000ooO�mOpQppppppQppQO�m®OppOpOOO�p®®��p®QpQpOpQ 87pQpQ000ppQmmOOQ�oommoaooe0�®OO�OppgQj000QOO��O00�00� (,WINDOW D7Cr000QO0mQ0QOQOmmQQQQQOIIDpQOQQQQIg1�OQQQQO�7X.1MM 87000QOQ m0<OQQOQQQ6lmfaQQQOQf�mQOQOQOmpOe,7ea0000®OQQOQOKIM" OQQQQOQ 000O�m®v000vO mmpppQQQ OQ�OpQQQQQ QQQQ [OmQOQQQO �000O0v01¢pjp0000OnI�00O000000- mQOQQOQQ �QQQQQQQOQQQQOQ tnQQOQQO�ppppQy ppQQQOQQ Q�OvoOde�Om0000mm ppppQQOQ....QOQO ®QQQQQQO FF]©©pQQQO mm OQQ QQtaWORKING mm "6' IN UNISON OQOQQ� R7QOd000d0QQOQQQOpmQQOQO DQQOQ QtOQQ oQQQQ pQmpQ p _ v vo®oO�0000d0®�0000 oou�00000Q00000000�oo�000e vQQQQQOOQQeae�e� e FIORNA BUILDING CODE(Non Nigh Velocity Hurricane Zc /l 6, _ -, _ a Ti LST yi1liRE/DATE oxat) TartGe. NO.02017 IL E C O INa. TILUT TESTING k ENGINEERING COMPANY ua Aw. A w. Zoi Iaw.. CNoe¢ nOrtP. vt wwe : (Zss7sn-tsw , Tn. Zm7ATt.wt ®-ssasn rt4iER A 10.0 Jr. P.L nowTu uc ..167 �+ �+ /� A■�7■�7■M■ American Shutter Systems Association. Inc. 4268 Westmods Drive West Palm Beach, FL }}407 EASTERN MET, SUPPLY. MO. BERTHA TM Accordion Shutter Systei HV. BLADE ®1 W/ OR w/o Hy. wNm 9/DE N E,m,N Mn W. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EASl1.NG POURED CBICLFIC (Ma rc - 3 W) 1/4b tA4roN BR TAPCON NIB ADfA NCED TNRIMMI , 1/40 . 3/4' ALL PORTS SOUD-w ANENORS, AS Bell 1/4'0 OWE TO CONCRETE ANOWBRE W/ CM AS UMN - 3 "1) OGY ANCHORS. AS D All MINISSC I ST LT.W. BNLDEL INC. GO. rE. ]I & 00010D ABsoabeox, INC. NOIFS All) UMMW nONYFM Mto POURED CONCRETE OF DFCON GO TAPCCN WTM AAIA THREAAFORU woinL OY ANCHORS AND T.DPmx AM21BL5 6 1 ]/4', AND MA ME TAP W/ CM AYQIORS IS 1 1/2•. A2) 1a1MUM EMBEOUDN or 1/4.0 . 3/4' ALL PORRTS $OLA-SET .M,nn S BE 71W INTO THE POURED CONCRETE NO a1REBLIEM INTO SBKCO S14YL BE PERYIEiED, 1/4.0-20 S.S. WCNtNE sCREW Use, S BE 1 1n" LONG MMDNU SHOULD STMOOB MVI AND 1• YPoluuu rot WALLS wnn No SNELa. At) IN CASE THAT PREGSt Won. PRECAST aGNCBEIE pM,,s, PAVERS OR ANf VENEER BE Man ON THE MSONG WA(L OR moot ANCHORS SHALL BE LONG "Ma" TO REM"' THE MMM STRUCTIR$ BENNO STUD WALL nReIES, A OFMGE S RE AS INBGrED ON NOTES At) & K2) ABOVE. MR INSrNLATIBIS ON MnL eOMG OR VM ,,TN OR 10 oUT uU& Once Con ULT TN6 ENNGMEal FOR RISTULLARON INTO Dry WOH MET& STUDS SEE SKIT 20. (a) TO EASB4O CONCRETE BIDCw: (MlU C-90) 1/4'R tAPCON OR DDCON NTH AOTANCEU TNREADRORM TEDKwDCY ANCNBRS, AS LL{NR{'KNREp BY LT.W. OU:1DEA I/4b . 3/4' ALL PWtTO OBUO-W Ans,M, AS 06TPoBURD DT All PoMES SfREb. B0.T & sPECVLTT CDWANY. 1/4'R OWE TO CONCRLIE ANCWRS W/ CAP M UANUFABURED W FLORDA, FABTeNpq BRECr, MD _ 1fAYP R oitaR AMwB0U12Ur(�Kf/M p�sbFJOB YENWR REIAIERmMW �mTNE W ALL maeaFK NRSi SCRW DOLT aTOMS swcunL in NOTES: R.I) UMMUN waan,IEM M10 COncRETE BLOCK Or TMCON, ME TM w/ GP M NoRS AAa TAPPER. ANCNORs IS 1 1/4' AND vwcoN WITH AWANCE9 TIRIEMFORu TECHNOLOGY ANCHDRs R 1'. Ba) uW Wu EMBEDMENT C' 1/4*s . 3/4• KL MtnO SOLID-M /HONORS SNNL BE ENORELT onacc O INTO THE CONCRETE MER. ND ENRmDy9 MTO STUCCO SWILL RE PERNmTD. 1/4' 11-20 M U E SCREts USED 5Hµ1 BE I 1/2' LONG UMIUW SNWLD STCCO Mg. AND 1' InHUUM FOR WALLS Net NO STUCCO, B.]}FNCWOR9 SWILL BC LLOONG BENCIUM4 TMpFaceTEEWW SSTRUCURRO st Mo svo w,ILL nHMns. µ ROE s GE As Nowb ON NOTES 8.1) & B.2) A80VE. FOR INST, TIONE ON mml- BIDING OR ENS NTH OR WRNOM NET& SNOB coNo ULT rNS EnwaL MR UBTAll TM INTO CM WIDE MET& STUDS SEE SHEET 2a (Ly 'an"s SNItl DE RSTNLEB MUUO D ALL OF T4 RECOUMENDATpNS AND SPECUTRNO NS or ME INCNORS vAYUfAOryRFEL EDGE DIMME YER.,<p INc C'[D ibRV� HOaS'V , aw •uN rnanm. YMx41 AN ItlgR SVK A4E vMID fCa EDGE 9So"ES INDIMED STUCK FORE.0. IE5S MAV ME VIOCjVED. NEDO E NI(rlpp SpA9xa Bf wI.UIPLT.xG EPKMO SNONN EN SCNEWLE gI ME FOLLOWING IKTORS. aEDVCFD NKMC B22 Dytp EKtaa 9iM1 NOT BE LESS RUN MMYUx SVKPq INBGTEO MR GGi MGNOR TYPO ACTUAL FACTOR EDGE 01CgNCEMlx. TAPCON THRFODF RM TECHNOLOGY� 'M1 KNw saro SET BLUE TAP vR/ CAP TAPPER + ED. IRx. SPKMG - r wM. SpKMG 3• M"t SPADNG - 3 In• u:la sPAaxc - r SPAGNG s 3 4• 4- PDuxm CBASUX a C R wwD mtcBITE o3oa¢ ara PiuRm mxcRBE & VOVun CIXNFETE & wIPE9 osamE wud'.IC •O IRL TO.•31It WN Ca•] I/t �ME3aOCN G � � SOUL � Ey.3 In' Rmc En.x 1/Y ]' IA 0.90 lA 0.7. IA 0B 1.0 2' - 0.71 _ _ _ D.51 - 1 3 t t 2• PzmT mTEm, R2' > = IL ECOtra�. r * j TIWT TESTING & ENGINEERING COMPANY NSl Ita ]eM 54 IL. Xq tyTM ftMA5, 11pNy ]] C i Pnw : EXU)OTI-ISNI . Fu : (XpT8l1-ISIt ,am A mlR .11 Pi. nORIOA Uc / 44167 A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Stach, FL 33407 PASTERN MET& SUPPLY. MC r Wrr1 W nIi n v Tu Accordion Shutter System KY. SIAM #1 W/ CR W/0 N,V. 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TIWT TESTING Q ENGINEERING COMPANY AmerICOn Shutter Systems .`_Q. fl 8I5a MY. ]pT, S{, Eta .qj 4W GpDp$, 1],�f yt A98OGIetIOnt Inc. =all-]53t 4268 WesLmods Drive NG\�tfftf t°ap1LO" West Pulm Beach, FL 33407 Y A4i iot /nxrr IIDF]M lic.. I.15i Accordion Shutter axE #1 W/ OR W/0 KV. WK AWING No 17-107 MAXIMUM AS,DDE51C.N PR NINDrIN wanAJAYGIVEN MANDr.B, LL OR cPA��G fin.1 c^HEDL r FOR A AMD.A .ORRESPONDiNG MOUNTING hPE. (ST MOUHEINOS ON SNEE15 IS & 17). ':==z v B !S�; -I- F=;Z d -r E_ SOUTHERN PINE ND, 2 VI/ MIN. G-0.551 SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH IS w PINE xD. SPRUCE PINE SPRU INE DOUGLS FIR W/ MIN. G-0.50 W/ MIN, G-0.43 W/ MIN. G-0.38 7J2' MIN. COX 2 W NIN. G.gyS, flR NORTH FIR SOUTH aAamu PLYWOOD w M b`Aft W/ MIN. G=0.n3 / W MIN. WALL MOUNTINGS CEILING MOUNT T WALL MOUNTI 5 CENNG MOUM T G-0,36 M. N. 0 & R FLOOR MOUNTINGS' WALL MOUNTINGS CEILING MOUNT T W & X M. N. 0 & R FLOORWM& %NCS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS e.o. WALL MOUNTINGS 8.0. WAMMOUNTINGS8.0. 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RR NORM W/ G. 43 (<P5.) -SPRUCE RYE AS SIXIM w/ 0-0 ] -IS& 1/2• COS RY (INS AAA) 2, ANCipe TD tfOLLPW NIN O $N/ty BE AS PER 1,,,MNG ME U, ENE2T 17 JNO SIV31 Cp\gSr 4D Ed SSEI AS PER NOS 2015 SPLCIM1gn5. OF 4, ANCOCRS SIWA &INSTATED PIXSpNry^ At1 a INE RED ANO SPEOIf1G1pNs Of il¢ AYSkORg IµryUFILIyREp. dAwA�y 12r'AAdd ROR@A BUILDING WEE Mon Nigh Uelority NUrricone Lone 515 i41�•'•`••`CEN••' /✓ z 02M) mTEca INC' ®201) EASTERN METAL SUPPLY, INS. BERTHA HW- Accordion Shutter System ZIL A,S.ST.A. 9:• f American Shutter Systems KV. LiADE #1 W/ OR W/0 KM. wwvW BLADE ,J TILUT TESTING & ENGINEERING COMPANY E:, npNDN mT[ cw]rTl an La O •. p S� mu Nv. 35A. St., Su. Sbs, VN SiNw, rawa.] SS' Association. Inc. f Dl0 15-085 ]IZ]/t am' W 2T/1] {t %� Pnem : tJD579]I-]Sm . P>. ;. MO!D4T1-1531 ttlsr'•• .....t �•�� Itrc�«6oDom.miv 4268 Westroads Drive Wes( 2 PSi3 � -• ONAi. 4�pIS W4iER A 40.Uf Palm Beach, FL 33407 DRAYdNG ND ! b. P,E P.E. 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