Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONS1. RMIHA H.V. ACCORDION SHUTTER SYSTEM SUM ON MIS PRODUCT EVALUATION DOCUMENT (P.LDJ WAS BEEN VERMIED MR COUPIY,NCE III ACCORDANCE MM ME 2017 (ON, M ON) Or ME FLORIDA BUMWG CODE Na ACCORDION SHUTTER SYSTEM SHALL NOT BE WSTALLEp AT MGH VELOCITY HURRICANE ZONES. DESIGN MND LOADS SHALL BE DEnAMII.'EO AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS, FOR A BASIC WIND SPEED BUMMED BY THE JURLSOCTRM YAM RE SFMiai WILL BE WSTAU D MM A dRECl104ARY FACTOR Rd -OM. USING MCE 7.10 AND S W NOT EXCEED MC AIAIOMULI (0.5DJ DESIGN PRESSURE RATINGSNDCAIED ON SHEETS 11 MRU IS, 19 & 20. IN ORDER TO VERHY ME ABOVE CONDIPON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SKHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 W ORCMM COMPARE THESE W/ WX. (AS.0) GCSGN PRESSURE RATINGS INDICATED ON SHEETS 111MRU 15. 19 It 20. W DOM TO VOUIY THAT COMPONENTS AND ANCHORS ON THIS P.C.D., AS TESTED, WERE NOT OVER STRESSED. A 33 S INCREASE IN ALLOWABLE STRESS MR MU LOADS WAS = USED IH MDR RS IN 1AW, BERTHA N.VII. ACCORDION SHUTTERSFACTOROI0EYEIi, A WHO DURATION VERIFICATION YS1EMSA0EGUACY FOR WIND AND LARGE MISSILE SE IMPACT LOAD HIM BEEN VICTIMS IN ACCORDANCE MITI SECTION 1SML2 OF ME ABOVE MENTIONED CODE AS PER AIL REPORTS: -HV BLADE (D 10214.01-03. EO]t5.01-03. 0004.01-05, 11214.01-05. 00317.02-06. /0609.01-10 AND 10210.01-11 AS PER Dtl-201, TAS-202 AND TAS-203 PROTOCOLS AND ASIM E-I8116 µ0 E-1996 STANDARDS INESLE LEYEL D, MND 20NCS I, 2 & J) & 11220.01-M AS PER TAS 211. ME & 11 PROTOCOLS LARGE MISSILE. -HY MNDOW BADE 0 110505.01-09 AS PER MN E-1886 AND E-1996 (MISSILE LEVEL D. WIND MUM I, 3. 3) BASIC PROTECTION ONLY AND / 0725,1-69 AS PER Us 202 PRMWG_ 2- H✓ SLAXQ)AND HV W1NDN' BLADE 0 µE ENGINEERED TO WORK IN UNISON WITH AM (MUM UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF 11 WO:CAIED ON SWEET 19 J. BERTHA H.V. ACCORDION PINS (WV SCRUMS). USED AT BLADES KNUCKLE AND FOR DORCGT MOUNT CONNECTION TO TRACKS SHALL BE /14eZ75• AND 114111.75' RESPECTIVELY, 410-M Mile AND ISO W dGAG}OS.RF aMTOC�MYSMALL NCOMING SYSTOU S IUACW BY $FRIES MM AMERICAN SI9RTER STSTEMS ASSOC MFORTIE S BB ME HJ YNgO WMCA HEAD APPROVED 4. ALL AWMWUY LITNUSIONS SHALL BE ALNMNUM ASSOCIATION ALLOY AND TEMPER AS INDIG TW ON SNEER 2 A E 3. MNNUM DELD STRENGTH TOR 6063-76 ALLOY IS Ma kM AND 35.7 Ma Far, 6005-n ALLOY. 5. ALL SCREWS M BE STAINLESS STEEL JIM OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OWN 50018 MM W kel MIN. YIELD STRMUN AMO 90 kei MIN. TENSILE STRENGTH. AND SHAu DGMPLY W/ FLORIDA BUILDING WOE SECTION 2411.13A. 6, MIS TO BE ASIIH A-307 GALVANIZED STEEL OR AM 304 OR 316 SCARES STAINLESS STEEL WAIN 35 kei MINWUM WCLD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECGICADONS: KV BLADE Q) 1 12.13,14.15 AND 20 W BLADE D A 0 WDRKWG W UNISON: 12. 13 & 15 B INS BERHA H.V, ACCORDION SHUTTER SYSTa1 BEARS A U.S. PATENT 16-779.582. COMPONENTS OF TARS APPROVAL ME COVERED, IN WHOLE OR IN PART BY U.S. PAW /5'458.179 ISSUED 10 ATERN HETµ SUPPLY. WC. 9- IF SHALL BE ME RESPONSISMY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME SMUC URE MIME SXUTTCA IS M BE ATTACHED M NSURE PROPER ANa10RAGL CONTRACTOR TO 6AL/CARLA ALL SHUTTER COMPONENT EDGES WON REWIN. MRU FASIEN,NG IN CONTINUOUS CMJTAR vYITH ME BUeDNC M PREVENT MNO/RNN WMUAOY. 10. EACH UNIT MUST B PERMANENT LABEL IN A VIABLE PLACE MIN WARNNO NOTE• DURING PERIODS V HUPRCWE WµNNGS HOME OWNER, TENANT. OR OTHERS MUST PROPERLY CLOSE ALL LN AND. NO LENIERWIES AND MOUX OR MEN AL FN AND ND LOCKS, II. SHUTTER MANUFACTURE'S LABEL SHALL BE LOCATED ON A READILY NSIBLE LOCATION AT ACCORDION SHUTTER W ACCORNNCE MM SECTION 1709.9.3 OF MORIN BLAMING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LAPEUNG TO COMPLY WITH SECTION 1709.92 OF ME MORIN BUILDING COOL 12. BEMNA H.V. ACCORDION SNUTIER STSTDA'S INSTALLATION SOUL. COMPLY MM SPECS INDICATED IN THIS GUMMING PLUS ANY BUILDING AND ZONING REGULATIONS PROMMD M ME JURIEOICTION MUE PERMIT IS APPLIED TO. 13. (0) MIS P.E.D, PREPARED BY THIS CNaNEER IS GENERM AND WES NOT PROVIDE IMORWTION FOR A STE SPECIFIC PRWEGT. i.e. WHERE THE SHE CONDITIONS WHAM FROM ME PLO. (P) CONRACTOR TO BE RESPONSIBLE FDA ME SELECTION. PURCHASE AND INSTALLATION INCLUDING LIE SARIY OF MIS PRMIYCT. BASED ON THIS P.E.O., PROVIDED HE/SM DOE$ TIOT DEVMTE FROM ME CONDITIONS DETAILED ON INS DOCINEFR. CONSTRUCTION SAFETY AT SIRE M ME COHMU UGR'B AMPONSIDMY. (P) MIS P.E.O. HILL BE CONEERMED IN,alID IF µTERM, W ANY MALTS, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLCROA REGISTERED ENGINEER OR ARCHITECT WHICH HILL BEGONE NNE ENGINEER OF RECORD (LOP.) TOR ME PROTECT AND WHO GIRL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A WMCATM ENGINEER TO ME P.ED. ENGINEER SHML SUBMIT TO MIS LATER ME SHE SPECRTC DRAMNGS FOR RENEW. (e) GUHINAL P.LO. SNAL OEM ME DATE AND ORIGINAL SELL AND SIGNATURE OF ME ENGNEER OF RECORD THAT PREPARED IT. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 TYPICAL MNOOW BLADE & MNDOW DETAIL AREA 2: 14V 13LADF CD AND HV WINDOW IIIenF (1l� (WHERE APyrA�t F1 TYPICAL SHUTTER ELEVATION & NOSES ON LOCHS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CCNTI RUATE DETAILS W SHEET B CURERMATE ALTERNATING DEfA'LS NV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET ID MAXIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AUCTION SCNEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SWEET 15 INSTALLATION DETAILS M-A, WOOD SHEET 16 WSTAUATION DETAILS S-X. WOOD SHUT 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 3• HV WINDDw SLADE Q SHEET IS oNi V TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW Ai AD (j)oNLV SWEET 19 NSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNA NN �® BY St. Lucie County 1' QV ,........,,•'V✓s �ceNSF�. 9 +� ? /(*JJ� (,`./ i A •: �OIAIC Ur / NA 030R TILIECO, INC. II L�E C O A.S. S.A. American Shuldler S)91BTH Association, Inc. 4268 Weslr,ads Dl.VC Ylesl Palm Beach, F7. 33407 02017 EASTERN METµ SUPPLY, INC, BER M Accordion Shutter System KV. SL. E 81 W/ OR W/0 H.V. SN UDN HATE TILLR TESTING & ENGINEERING COMPANY UVI NR>a>L M. n.. 2w, WN6nA dMUUN, ',ea, AN PAme : (303)671-IMO . Fe.: (.WlI_nl1 .-mom MI•e°a°.— �,1 P.L TUNICA LN. L Na67 o srn imx oM BP m x Le OLD Is-Da5 7/v 1 wm O7m n / 0 A -_ �` •••'•••••••••'` ��: AAA NAL.411® P.E. ttkEYiS1841AY1)RF/DATF p DRAVANG Nd 17-107 _..__ P IDER US PATENT R 54W79 V WINDOW Bye OF USE OF GLAD N SHEET 19 W/ Nv ALLOY 1117' w_ �pR � 6)0 L888' � vD• O�1� HV GELLING HEADER OITALIFIED FOR USE W/ HV BLADE t ONLY. SEE SECTIONS FOR VALID I . 6063-T6 ALLOY AND TEMPER %MN TMNI 1 1' OC83' s16� SIDE ANGLES 'OUAUFIED FOR USE W/ HV oe Ol 4' IX 49' CHV UNIVERSAL FLOATER OUALInEO FOR USE W/ HV BLADED 6005-75 ALLOY AND TEMPER (!3 HV HEADER/SHILL QUALIFIED FOR USE 1'U HV RUPEE {I�GNU 6063-TG IRLO AND TEMPER" T i ALUMINUM ANGLES OUALIFIED FO,,BB,,USE W/ W BLADE(1J ONLY. 6063-T6 AlL T AND TEMPER ti�)OHjUALIFlEO IRECFORT MOUWNT U.I HV BLADE � 6067-T6 ALLOTOY(Ail 11 A TEMPER. Q HV WALK —OVER TRACK OUAUFIED FOR USE Vi/ HV BLADE Sots-T6 ALLOY AQ0 TEMPER CAVPONENT A e TI tt lam`! 2• 5. 2� 5� Mb%!O,iR2• I� 0.19Y i9 2.5' ➢' MAX, 0.190- j0.190• Y 5' MAX. j 0.139• 0.131' 'S HV WIMPSTARTER OUAUFIED,OR USE W/ HV BLADE 6063-16 ALLOY AND TEMPER 6 ' .994• IG50' eft � g .929200 — �9 HV TRENCH TRACK QUALIFIED FOR USE VI/ HV BLADE n ONLY. BLADE TEMPER i HV RAINGUARD OUAUFlED FOR U{{1��1))EE W/ HV 6063-T6 ALOpEgT2D TEMPER. j21• •fJel" ^6 aCENBF1•,Ry}, �$ 2•--}+9f—"T'— Y Dt. J ss�.R.. '.•.t�}0 11T PG'�Ailf Rhf.Tlbm r/nrrC 02017 OLTEDO. WG M A.S. S.A. American ShuNer S stemsT�FjTILIIT Y ican aR tte In0• 426E Wesdroods 04i , Wes( POIM Beach, FL 33407/V 02017 EASTERN METAL SUPPLY, INC. Accordion Shutter System Q, W, Qt W/O HV. 1NNX#/�&Af1E• TESTING &ENGINEERING COMPANY 63N Na. J6m. 5t 4v ]00. NaG:fw yp�y5np+A pl< (ws)VI-1530 . Am : (3Dz1e71-1531 16=551,9 MXR A wUff :.. P.E ROROA Mc. t 44167 K Millox 6ltt 60.Om1 gY: L.e•M ft"V.ME Ot➢ IS-O85 1 II7.1 CME: W/1) pRASNNG No 17-107 _.._- 0 s FOfl USE W/ HV BLADE I& ,LY A 606J-T6 ALLOY AND TCNP[q OUA a nkv+mN � LOCKER FOR "T" LOG K CENT MATE QUALIFIED FOR USE W/ HV BLADE ITONLY 6063-TS ALLOY AND TEMPER FIB CENTERMATE W/ NO LQ�JSj�iO ROD r OVALIFIED FOR USE W/ HV BLADE I & A7 6063-YG ALLOY AND TEMPER OUALIFIEO FOR USE W/ HV BLADE •u 6063-T6 ALLOY AND TEMPER PINSTALLATION VALE REQUIRE A ]/1ffyy LED AT TRACKS FOR PROPER all A• QUALIFIED FOR FOR USE W/ HV BLADE I ONLY G063-76 A0.0Y AND TEMPER 606AT6 C HV 3,/8"0-16 A( J.Ibt t 6 6* n auA nE GENTSE v% W,LjjdSERT OVALIflEO FOR USE tY/ HV TEMPER (I)6: 6063-T6 ALLOT Np TENPFR 4+/2 !`347/ HV 1 /4" 0-20 AISI 04 �` RI THUMBS BEY"• QUALIFIED FOR USE W/ IN BLADE (t} �6E C.(Si 6.tRLkRfO 6S NPH MWB. �-BRK3 C+IPIGp! (aRov[ wrm) i HV EGRESS LOCK QUALIFIED OR USE W/ HV BADE & @ONLY. � S "E LJ60" ARER RARIINE BEFORE RINEiiNC 1/470-20 RIVN Tw ;2024-0 ALLOY) NJILE RAN.E TNN ALP. As MLNEFACNREG Pr AY M. M6 maseY anS Pa EOI RNATIVE LOCK FOR USE W/ HV )E ( ONLY. 0.876' MA. + .125. Ma.. *'.aR--:R RN AfOa. �R HD LOCK By REGENT HARDWARE MORRSE EMS SERIES 2333 HDK �DK BOLT LOCK. OUALFIED FOR USE W/ W BLADED& CA, • 33'llll P��`•\0EN!;141, " * g i• { $ STA7E OF i amlJ mrcm. INc. ILT TILIIT TESTING & ENGINEERING COMPANY LOSS N.W. m". si, n.: 3ox x6arA SwSars. NmS+ J31 P : (ss)en-IS3a. rS.: INS)"...... is ty«eoaa.an,�a " A.S.S.A. ATBFICOO Shinier Systems Assoolation, Inc. 4268 WeslroadsOriv021 West Palm Beach. FL 33407 ODN17 C AL SUPPLY. INC. RTNTM Accordion Shutter System tv. BADE #1 W/ OR w/o Hv. WNW HAM sc61m2N S.n 15-C86 J/2J/1 �.'� s (�E/ta-m PFYFn"IE �17-1n7 SHUTTER ASSEMBLY SCHEDULE FOR HV aX HV QA Oj HV BLADE 1 HV BLADE IA ® HN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE A1SI 302-303 SERIES 0.870%3/16" THICK NYLON WHEEL. 0.188"o AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ $8 BEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD # ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW HAE OUIREMFNTS AT EXTERIOR ALADF KNUCKLE FOR HM (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ tN iO OR HV ® BLADE. I�P16A1 SHUTTER ASSEMBLY N. (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D eaRze" (LADE WHEN CORRESPONDING TO INSTALLATION '11-, SHEET 7. TIP. k3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER iYP 0 I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, .Bz SHEET e> EEL CARRIAGE DETAIL EXTERIOR A 4, ;I OOR O CR j � EXTERIOR NY PIN ®Ofl G� AT EA At BUDCS KNUCKLE.-\ (SEE NOTE - MR REQUIREMENTS) i �I ij R,EMBLY LAYOUT ON17 711700. WC, IL-0 TILLIT TESTING A ENGINEERING COMPANY MS Nk. MT." Sw. Ray I.. aWp NC N Peoee : NDS))8n-IWO . N. fRps)e71-Isv -mar FR-0s00DE11 a.eem rv41A PUsWi L. FM RCReA Ga T xp67 A6t5' bE .psis' Sjr v .p6t5 .pets' ATIVE PLASTIC LEM ID2 NOTE -F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 M4b'9L RRl6i m+w. rRa7oQlts ltNwm e�ncE � __ m..,om3"w us aDxrx: 51TC31! ICa9QTdN W.OM .0 pt' an3 m/4 mRa¢ 62 SiPpFM un 14. rvmN. ,.m ..mv imm e.0 nwnleraus 6m om R6QAW r.6; NS 3.lmo Pu urnsR, FERMI ,slN arx bn•9A. i7rt-� 9Ma.G W131N I�SIY Q]M3 .)] I [U Q W[ 2 Of WMUNO Q[!! C-I pN3 No,w:nar Mm o�ery ,oa'r NN 9eo -1 •r menne� mN a,v Rv91e oo MM MRP .i61bRY Xs" e3e W9 o.f no n.r nu .os+c s5 eaw6 6uamw Am 6v ewl P.,c W3a J. A.S.S.A. American Shutter Systems Association, Inc. 426E Westroads Drive West Poim Bosch. FL 33407 rz"RL SUPPtY, IN, B H M Accordion Shutter System KY. GLADE A7 W/ OR W/D KV. WHOM GLADE osscanrox Q.rz p XLn 0 tC �� ow 1s-cRs 7pr/1 os: 7/z7/n t DRAWING No 17-107 0 L 01 p CI 2. LC OF LC C7V W a3 B W 4. AN AT Ai ER ITE t65, 6•4«08 -aJ 08 TYPICALl7 HV BLADE SHUTTER ELEVATION N.T.S. NE HV LOCKUy a 8 SHALL BE USE, AT 1/2 OF SHUTTER SPAT FOR ANY SPAN Or SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR WSTA1 P0N5 ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED M OR a 1/2" LONG MT HEAD S.B. M-S, LOCATION OF LOCK SHALL BE AS INC{NTrA_,R AN INSIDE OR OUTSIDE LOCK, CONNEP TO TWO W ECTION OF LOCKSTO UCENTERMATES BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. cH rLNFUlM OE, LOCKING RODS O� OR AN ALTERNATIVE DENCE ALBO EE USED AT STACKING POSITION (NON cHU,RRICANE POSITION), INSTALUDONS AT •ON' NY LOIX �� v'M SHALL BE USED AT CORNER ANY SPAN :HEO i0 S3 CORNER CENTERMATE W/(2) 1/4 0-20 L 1/2' LONG rUT HEAD SS. MS. UTSIDE OTWO LOCKINGR INSIDE RODSi )P & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES'SHOWN ON SHE 12. Of 1/1'0-20.3/4"mS.S. THUMBSCREW TO 1L 0 K CENEERMgTUESS�SNA�LL BEAN INSIDE tMDE OR OUTSIDE LAN. ATTpCHMENE RN'NUT AS SHOWN ON SECTION HVE, SHE �& ONE LOCK SHALL BE USED AT 1/2 Of/SN/UTTER�AN4- ALUM. LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CON01TTOM /+ MR KEItTD 0 INCr ONE IN LOCK ® or 0 or 0 SHALL. BE USED Al 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN MR SPANS UP TO BB', AND MR INSTALLATIONS AT ANY ELEVATION. IN LOCK @ Or 0 or 8 MAY BE USED AS M INSIDE OR OUTSIDE LOCK, ATTACHED TO 6j or @ SYMMETRICAL CENIERMATES IN/ (2) 1/4'-20 A 1/2' LONG FIAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. W/ 43 *NOTES ON HV "T" LOCKS AND rurcauAI -1- Al 5 HV LOac512 OR ONE ALTERNATE HO LOCK 0 MA�Y.B.�•E USED IN UEU OF , . �D FOR ALA' SPAN AND INSTALUDOHS AT ANY LLFFEVaaA,RON. ALTERNATE HD LOCK CY MAY BE USED AS AN INSIDE OR OUMO LOCK, ATTACHMENT OF NO LOCK (i<! TO g IS W/ ] is a ]/e• F.N. S.&M.i, Me INCLUDES REWMRC,lEM INSERT b AS SHOWN ON SECTIONS HOB-HVBrAND HOC-HW. SHE 10. LOCK MAY BE INSTALIEO AT MIOSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAi. USE OF LOCKING RODS gS a COMPLETELY CPTO 111"'g. •. rA ✓L CEMSF •.,.y; 02017 PLITC0. YK, 02017 EASIERN METAL SUPPLY, INC. BERT /TO Accordion Shutter System ;• ? 'L� A.S.S.A. 'Q °• ���� TILLIT Shunter stems RV. BALE 1 W OR W 0 RV. WINDOW MADE Lv. oTswmnax nqa Wuvm er: Lc. 90pt• F F Q TESTING & ENGINEER] NO COMPANY ADU Nm, say., n.. Ps xecwA M. ABBOalaAmerIcan flanr Inc. 1 OLD 15-085 7/27L wTC: OT/27/f 7 •; A; A wf rAASOn. neu. nM vewno : pss7eT1-r51s , ro.: (�Ds)en-1Ar 4265 Westloeds Drive . ,•, •,,,..+ •, s fit} LIT /aNAI a ; DRAWING Me :-m a DAxo' West POfm Be_.. FL 33407 =s EN�rltrr w41M Tip j,, p,g 7_, 07 P c crni7tlM(Giiu/nnic NO Gc r wleT %r ,•, POURED POURED A -CONCRETE mcC oRs CONCRETE CONCRETE-. (SEE S(sEWLE ON WiREn EYIU fl[NIRED I SHEET 13) CONCRETE ANCHORS sl r°VF (SE, Wu°iB.c®0x m n `. (SEE SCHEDULE ON SNEm 13} EO N, MACnINL Ew5 I a 1/2- USING 1/4'-20 NUTS 12" O.C. E. D• .250" Mma mn 5 .11 .250' Mo°. ii I DPnONLL I l e. NwBMPQ, � _ I QOsm Fr SNI OR I�♦ e avg�meag ® Ex mxc ^ �snxc ; (SEE SCHEC E ONTSHECT i17 I 1 1 v L 1OLWALL HEADER INMAL ATION + K YSTON EnSnxc ct mx mrP+mt l0 oAx (sF I 1 OR 1 MU SEP~ON TO cuss 1 T ,` I FDIII mryArtm ��1 ww11 (SEE SCHEDAU ON SHEET TI) Hm Nd q9 p1 ulmz [i%igll ows--., OJ HV WALL HEADER INSTALLATION IAIN. SEPp T*tI To G' —(SEE SCHEOUEE ON SNEEr r,r OPnom iI `' E_-__ i �OPnOtUI, rill'Nm. Mov. 7I LL •, Oil 13 0R I5 9 LEO EOi 1J'E'm-.ZOBSJi' S.S. � LCCNCRETE ANCHORS TRU EO EO PNtWPS ITSRry0 7�W. 18 MACHINE SCREWS 1/1'-30 1/t"a-20 SH' B.S. FNRLP$ �",l CONCRETE ANCHORS L_'N. READ MACK SCREWS L (SEE SCHEDULE ON SREn IS) POURED CONCRETE - � P NUfs O 11" O.C. 12- M1n.V ( SEE SCREDULH ON Vl/ 1/a'-20 10rT5 a 12' O.C. POURED CONCRETE SHEET 13) CONCPE'E BIACR w REQUIRED T _• OP NOR CIIITE BLOCK REQUIRED CD; HV WALL SILL INSTALLATION (SEE 9E0 CONCRETE SHEET OR CON^RCTE BLOCK WAIL RESUMED sc EW ON 1a) ATION LFF HV WALL SILL INSTALLATION SEE sHm a ran tTvic, SH,t,m ASSENBLY • C. 0. - CQGF IXSisNC[ HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 2(-UNnNroSEC PdiS CM ANY BA`uTDO 31NE0 (SEE sPFCmTCAiIONS • c� LIp4AT'-NS OR SXEE1 13) BtAOE RCN ry A DF USE FOR SHEET I9 C) HV BLADE •C FLORIDA BUILDING CODE (Non High Velocity HDrricone Zone •,\• :'• EN J sF •.• OX1T %1EC0, ILK. m201T EASTERN tAETAI SUPPLY, INC. ` 4 ii II L�E 0 BERTHA VTM A S S A Accordion Shutter System ■ ■ ■ ■ ••: HV. MACE #1 W/ OR W/0 HV. WOW 1300E • Q a- ,ty� �ORVOP;;.*i�'.,B'� TILUT TESTING A ENGINEERING COMPANY BSss Nm, American SIIUMer Syetern9 Fy, K BEyC91BMN pA{( pDNTt gy. LC Association, Inc. <$ .—n—`R•"�E— mMs. s<. M,. Dos wRQ1„a cwwBB, naBw, 3]tm rr.�,• : (3°e)Bi1-95N , ro.: (305)87I-1531 I o(c i5-0e5 ThT/1 lutr: oT/zT/n 4268 Wastroods Drive 2 ,S/ONAL ENF;, ^ m� IWi °mw=« Fa-DD0521c West PONT, Beoch, FL 33407 s ORAYIINC No q rNr✓•• N°Lrp A 11W1 Jr. PC. l 17-107 P.E. SEAL/SIGNATURE/DATE FLOR�DA UP. E calm ° SHEET ° 6 OF 20 CONCRETE ANCHORS CON�CREETE 7-(SEE SCHEDULE ON SHEET 1]) ' NO M r 1 OR I{p• , PEOUIRED I9JOXA[ `-' ELISEWO I �.=PA0^ra I r- EDGC a � , DA•O MUSS—' �Is¢mEd�Y[d y R 9Qr I/ rOi Y/YAdry � 3 ED.• AP EX61 IXPmO;e® . K`ro dm s I San ,0 rEOO� 9 OCAMN LaTan ' II i l OR I Oa 1 /lOJ/C NCX WASHER NUO ' e 3/S•NV TEK SCREWS 0 12• O.0 CONCRETE ANCHORS B EDCC I I r I C T_ - (SR SCHEDULE ON SHEET 13) EO' I _EVEN Eno hA-� ; ME Or --I .i'i. , <• t . 0 EWE OF (p. $uO IF 1/1 a a I' EDGE Oi SUG If C ! , �C 0• / C.D EO 0— Sus R i \ ,I19muC APALId91E APRIGOLE P AW _, POURED MT'HEAD CONCRETE ANCHORS rdr RNa lDua POURED C RE2 0• CONCRETE PNKsm1e ra 1 0 CONCRETE j '� R ADD MT NEAD CONCRETE ANCHORS RCONRW (TILE SCHEDULE ON SHEET I.) O REBURIED ED . o.• E o• (sCL SCHEDULE ON SHEET 11) 11 TRENCH INSTALLATION HV WALK —OVER INSTALLATIONADD ONLY MIR A UP TO +70, -7e PSF D. CCE) HV CEILING INSTALLATION O' HV FLOOR INSTALLATION Y — DESIGNSCHEPRESSDULE rJUS�n 1G a MR SPANS PER UNSUNG .�O CONCRETE AN"ORS (SEESCNEDULC ON C -u�• a ,0 SHM 15) ,/.Yt IIW Inunp wcw w/ awn Irr O saamrs EXISTING E%SING -y H Evetua , PD/NOM, TkPIIXdy OI - GLASS GU55 -, v_+u±er re wn.. �. GLASSY V—EST Rdaglw M VIV ro m j a r' -Ly1- "W ! dAK 1 s.Vrl u [Vpir IAfTE);U, IW ¢ I f 4 3 IK 15 J WASHER NOT rE. v oa'. raw ma lToa 3/a _ WASMR NERD rt yPX. TEK SCRW$ I MR. SiLWI /I.W. HEX NEPD 1 3/8- 0 17. O.0 T SCRfWS 0 9. O.C. T-L , 113/8• OR W/ NUT 9.5. us CONCRETESCR ANCHORS b __ _ 6 7O J/ a S, 0.' S.0.5. I _. __ 11/p ; t/. •-»•JL• ss YS W/ IM O 9' O.C. ! (SEE SCH[DVLE ON .Z I1 q % - O 9. O. C. ___ ' YaX. , •• E,SnC' 70 NVA SNER U jj1/7 -- ' O W 00 - ) // 17 a l8 I/x•L 1'-j f amnn ewt smuelwuy I ' ' ^ IDLE OF / T 17 18 IT 1•• x.W NIN WALL TRIY (GECDMIM �(- , -1 7/8• ' PPPUCABsume I tE '' ,• `/Ih3/4' EH. So.S. NIN. . •ED YLL7 CONCRETE MICHORS SR IIOTE IS n \` 0 9' O.C. RP to oq TE E.D. POURED ODN (SEE SCNECULE ON ON SNECT 1 O SEE NOTE q(0) —ED. OR CONCRETE pCK 42R u7 POURED CONCRETE ON SHEET I ---•-(— ROOM ED OR CONCRETE BLOCK PTlanu� POUR[0 RECInRW MQ KEYCTON NO NTIN INSTN LT eTION cRecinam W L © HV WALL WALK -OVER INSTALLATION lJ ARD INSTALLATIONt wTJnlu vvrtm mJN W_D• SHAU. BE . • E. D.. EWE OSTANtE I REPOJAABUE MEN PERFORMED I- SET SEER . FOR TMCAL SNUTIER (SEE SPECIFICATIONS UN SNECf 13) AWACCIR TO AN OPERABLE ENT O SEE L}DTADONS Or USE MR ASSEMBLY OR ENTRANCE 9Vp DEONsNERl9 7- 40UtRWG SECTIONS CAN 6F Cb OWED INSTALLATION DETAILS W/ 0) HV BLADE CI IN SEW ANY WAY TO SUIT ANY INAIV hON. IITiI n FLORIDA DUIIAING CODE Non High Velocity Hurricane ZoD X° ' •i-\CEI'SF •. •v9 0]mT TEIEcc. INC, tG 0=7 EASTERN NRAL suPPix INC. RT l� A■S■S■14■ Accordion Shutter System /}E HV. BIADE BI W/ OR W/O NV. WINDOW MADE p0 ••' ! nwT TESTING a ENGINEERING COMPANY AmeNecn ShuBer Systems Lv. N 11OUPIIRK A •. ' Q 1,• DArt oRATRI er: Le DP : ; c4 IX sns 3:,, st w. ms, Yww. Gu9aa naa ,,, Aesocic}IDn, Inc. ULU 15-085 7/77/I wrc: a7/n/r7 17 '�•....... G�41, Pna,,.:(sos)ni-I is K�P�.2�xs7eTl-1vl 4268 Wastroaos Drive 9 ONAL EN •,,r 03-CWe119 West Palm Beach, R 33407 s DRAM-PNG 1N6 7 D C CCAI /CICXIATI IDC /FATr nORCA DO / ..IEr • _.._- MW 00 ©•Q7 •©RI77' I 08 •®a �g.®a� 1/v s I pw P' S,M.S, O 12' p G to" LENGNi. SSE lIGiES ON LOCbxG ROD; ®. w wc, © u SiIxG CJSS INSTALLATIONS W/(1l HV ##AN Ott xW LOOK 0 GN6 s, BJDF SLACK DUAL NIT IS V" MR nEl BLADE W HV CENTERMATES GOGERVAE6mPOwTIgwNG4DF© .®a OR SE ND WA I ONN TIO IN (-E%ImNG GLASS DETAIL ON H rTe m s ai_- _ _ _. - _ - _ _...-._ - - - - L _ 35: IN 3 * 3 1ON SHEU It I i # Q 1 0 1 5 ` ^ a (D 3 1 LID IN OUT � # o•®ap.�a©.®a HVA HVB a0a0 ©w HVC ..(©•Q7 •©a©•O7 •1�R�lwl .0- 6 /0 POUR ONCRETE OR F%ISLNC L' ••J' ®a �, �wO • ©v w (0). ® ®• �a w E%45iING GLASS $ °' r- EOu• DID m BLOCK WALL cLAss �' ®_�_ ® I` SYM Ll-(7- 8 8 a 9• a w l $ E%ISTIN,. I N LUN. sERARAnON -1- �--- J cuss el'�1 CE J(_TERMATES ©. ®a�,®,°®,� TO GtASS 5 1 a W Y D I OPnpNAL /' a (SEE SCNEWLE Mwl SS �nONI ®•® ®a I/y# '� NTERIORI J8 •�a®. ®w�. �$ OTo N <NEB Ii) I ONSNENEOOLE t1 IN OFlIIONpLC7_� ON NEU il) (INiEkokJ OUT _ I �� wxcRErE # 1 �.a I— —, 0 u # 3 3 _ VARIED I � 9a `1 # O 7UT ° 1/2- Ll SUCk HVD oUT (E%TERIOR) HVE �! HVF** llpnr "I' ,,,����.. ...CEN •' '� ' Gron mrzcD. Ixc. FLORIOA BUILD] NC CODE ®zm7NlEwsTERVe�crnL S N�Yn+Nene Zone J see .• ga ER Vnr 1 A■ S■ S■ A Accordion Shutter System ■ NV. RAM $1 W/ OR W/0 NV. YANDOW RACE TILLIT TESTING & ENGINEERING COMPANY American Sh Miller symems v. x DEwnmax DAn F Q' 1d Y Dw,.1 eC lG w•''•. l Qw LL LOS II.. xa. a. l bm,.. 00 an, now, MR Association, Inc. I OLD Is-OBs /2)(i all 07/27/17 •�{'� 11 (°D-`b7l-1530 . rw : (.wslen-mm 4268 WeslmaOfi Drrve ° :S��NAL E��' j11 G1.-Oo Ylest Palm Beach, fL 33407 l DRAWING NO `�6i10 17-107 mrA•n•' w,LLipf - oos, d. F.[. P,E, ZZ7S`I`& -/DATE nOASIA Oe 6 4.167 ° SHEET ALIERNATE INSTALLATIONV " " LOCK MALE/FEt• A E "T" L CKS CEN E I 5 8 & E S o W/ n HV BLADE _ SEE ENO CONNECTION DETAILS ON SHEETS 10 a 18 OuT eucE pale. 6rtY, N.s, mbuim ex MFR e. "o�a o�b�ca ®> a wnt u m:NEEv: nam,,: evaEP/m a Pro_ww . 10.0.6 (6b/.am l]8 1�j,- A9.'G1fD pN Ik5 5ry[Ei, Wi CE VNA wilN MS Yf(Rva , (�(•AnTl{IAt"x 0a NA plml E k AE NOtE 6 CpP xv INCY J� . Y t9CE. ON $IN[i i f 6Fkm 9u1 µ1AYINYM (392 -lJ pJetl .MCE MXY llpl MRT NV�STRi, v / DUG. u N"rvvYTmao N. •w¢ a¢uP. 0.11 N vlAsmP(xi. xn JERSEY oros. wR cawi E 0 1 E ; , 1 c� tic . R1 ^.lr O 1e Yl��rfl TlYM) �E ® •I: E l JI R HDC—HVC SYMMETRICAL HD CEEERMATU XLQ4t LOCK (INT RIOR) rt m .+em c. ittmm mosp w w� taw w z,m+ a rtrt wwiw no•»a e.�©mu hz-.+c e wm rw ut ldrtmm�s unr mxs rml eua0 �. -a ,' U..GFNSF •.•:✓y? o. a •:, cxen Turzco, wc. TILl1T TESTING @ENGINEERING COMPANY 4JdJ N,w. ,e•,.:�.. m. JRJ, wRcr4 ewPors. Et«hM "t Pnem : (30a�A-1JJ6 . Ew : ]B]-13J1 mOrt MmDh Ue B•qs7 nHV. AmeNcan Shutter S stems Y Assoclotiont Inc. 68 sootls Ortve West POI Rea FL 33407rgilpi ®201] E/SiERN NET, SUPPLY, INC. BERTHAte M AccordiOn Shutter System RME Ml W/ OR W/0 H.V. YATUON MADE . •.. 0 A :: k. d REsmivnoN mtt ow.Nm Bc La 1 oLo a-oas ]Jell ms o]/nm ,-•O••N•li�F,S` �rr, 11Tt P F SFAI /SICUATI (RC /nnTE Ja I1 WNG ND_..- ' '- POURED CONCRETE OR ' CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHOR— O 16' O.C. ^} CtA(55 ,ENI,NNG Z MIN. Tn EO ' EO M}! s,' AIBN TO GLASS (SEE SO®LlL w sm I/16•J' 114x . I1 tDR BAOE ANSI (6063- (LOGIE ID SIDE 1 w 9fkT T9 FOR E. CLOSER tUZ£, mk PUTS. (LOCATE 1MIN OM(R Of �) AT EITHER S E rs MIN 1 1/Y MN. OC I / \ OINI/2-S.M.S_/ O Is' O.C. I{ID%1/2'S.M.S.J ----- { O W D.C. 4 1 OR ®' SEE VaAL % FOR p a 6 ) v 8 0•®a 516E CORRECTIONTO TRACS a END CONNECTION DETAIL�I END CONNECTI BOND CUSS / MR SEPMDM (10.T/z' S.M.S:- TO GLXB; (SSE 0 I6' O.C. w sHu II f ®AAO CONCRETE CONCRETE` ,.M SHEETDES( 1 mkQ ANCHOR O T2" NCHOR O i6- o.c. Vz- Mxl. EO / ]' MIN. I Ea 2 j 1 OR +- CONCRETE OR ®o©•O" a1�,® CONCRETE CONCRETE ROCK WALL RE9UIRE0 tt�� END CONNECTION DETAIL 50 6Q•®a®.®.. .®'®) E Nfi: nflN POURED CONCRETE PNIRED CONCRETE CURED CONCRETE OR CONCRETE .„ OR CONCRETE OR CONCRETE FLOCK WALL FEOWREO BLOCK WALL REWREO y BLOCK CONCRETE WAUREOWRED �E%1,t1NC C / �FkSIItM GLASS ; �.% 2" MIN. NC CVSS TO NEBALARs aN 111 � © taaK tK4! w SxE 0& 61 +WINE w SIEAND i M,'>$DIAE 94ET / L Txs ,S 1/Z. ,1 FOR EL mAAO ' 1 EgNRs (Dk Q7) 1—� je.FLE50d,® I 4 USE I. OR 2- IUJt. I 1 --_—_ ALUMINUM CUP )ANGLE 9-.O (6063-T6 ALLOY) AT MIDHOORT (1) j'm.1/2- S.M.S. TOpk j (2)1/4'0 TAPCONS ANCHOR, 1O SEE DETNL x E WALL AT I. O.C. (LOCATE AT R ^_ SDC C04NEECTITI 4 1 OR & ERHER SEE OFp) SEES DETAIL X F O pR TO T a 6 > a B •®a I 510E CONNECTION ��©• ^Q 10 •�a �•®'©'®'©'®� TO FRACAS; 1 Q•�a©'O'®a @'®a® �aO'®� B.O.®a©•O•®a 0®D®EfA�I®2� END CONNECTION D TAN 3 O®EC'®a®ETAI�® Q Q END CONNECTION DETAIL IODINE OR PEOU:PEO -oFEB SPANS GREATER NUN 12•-0' CONCRETE BLOCK WALL CLASS I REOUIREO V- AWN Y _ — =__--- I/2- MIN. ___a._____ - -_ ___ ©OR®OROOR 1 E 0 4 ' .___.__._ _ _______ OR ONCE! 19 FOR CR©OR(BOR 1® 1 5 SADFs Okp ___ 01 4 - _ /2' MI_Ni „'• OROOR�OR ♦ SfE U1QIIpNS Or USE fOq © ® ® ® © VIEW Y eLAOE 1 ON SHEET 19 1 OR OR 1 OR i OR 1 OR & PLAN DETAIL X END INST LLA 10 ©O ma©O ®a C1i HV BLADE OR A HV WINDOW B AUE INTO CONCRETE OR CONCRETE BLOCK WALL NECTION DETAIL © 06 •®�®•®-i9•® FLORIDA BUILDING CODE (Non High Vetocit • Hurricane Zone R2012 RUTC U2017 EASTERN METAL SUPPLY. INC. c ` BER VTM > ' ��C p AnSuSnA. Accordion Shutter System * ' AnTerIcan Shunter S stems HK BUPE NT W/ W/0 N.V. NiNDgY MADE ' TILLIT TESTING ' e, MR. RING COMPANY r n. x Dtsvlvnox Oli( pq/AN 6T: LC. wss nN. ow„ v. P.. ,os, „a�+.n urwRnAsson, Inc. ato / (305m-mT 4268 WeStroads 1 wTr: w/z>/n Drive 2 DRAVONG No -mm: N0011119 WON Palm Beach, FL 334Q, s w-oaow 1 %-107 TIORICAnu,al . mur :r. R;. a MAXIMUM SHUTTER SPA (ft.), FOR INSTALL�ASTION C NTFRMA V S. & W/ ONE N.V. LOCK HO LOCK ® W/ NO L0 CENTERM28� t�i" LOCK 30 W RODS 35 TOP & CON b T nxs v Pna'IaRr wAu Mounnrrc U.0 V.-, VA/ MAXIMUM SHUTTER SPAN' 'L+" -L-" or or OR IN,) FOR or or or ® ANG RODS or I INSTALLATIONS WJ LW LO ONE NV LOCK or 6 Or I 29 W/ ONE W/ NO LOCKING RODS NO LOONS (SEE NOTES t tt) ELWR/CDUNG YOVIRING UCInxG XIMUM $MUTTER SPAN* "L+" R "L-" (iL) INSTALLATIONS III W/ ONE W LOCKS IW OR W/ NO LOCKING COS wo FOR MOUNTING(@ SHEET 1) CONCRETE efp, E[ype INSfAMANONS haCR/CQINQUtTNG b>IJ OR OR h CR y RWR µL UWNIrNO I. Ti 7fll 30 16'-0" 16'-a" 35 AO 45 50 12'-3' 1 IS-1" 170 enON�FGECRETE &NSORY W C, D, E.K & L. I, IL, J 0 MAXIMUM SHUTTER SPAN -L.- OR 'L� FOR INSTALLATIONS INTO WOOD S.HKL BE MMNEO i0 105 Psi, AS.D, DESIGN PRESSURE RATING. t 1N CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING ItriTALUTI0N5, LOCKING SPECIFICATIONS SHALL BE AS WOICATED ON MANDATORY CONDMON 02 NOTE 15. SHEET % ft EXCEPT MAT MA'CMUM S4UFIER SPAN 'La' OR 'L-' AND MARIMIMI Aso. USING PRE E RATING FOR INSVILAIRI S IN10 CONCRETE OR CONCRETE BLOC( SHALL BE ULFTEO AS FOLLOTe: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-7E P.c.L. AND 8'-0" SPAN, SEE MOUNTING eon SHEET r. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 i" 10 HV BLADE FLORIDA BI 02017 MUM. INc TILUT TESTING & ENGINEERING COMPANY American Shutter Systems W55 Rtl. MI,' S- 44 v`Cy NiyYM1L µgCQ6 Rpm° WN Association, Inc. Pnone : (:Osj6Tl-ISM , F ° i (305)"1-1531 4268 Vlestroads Drive °-"°s 1°fC-0OoaLfOn' E8-o5]6)19 West Palm Beach, FL 33407 .&ILR A TROT h. P.E FUNIMA Lk, 1 44167 (1) L+: LWIMUM ALLOWABL SPAN FOR A GIVEN POSITIVE A5.D. DESIGN PRESSURE RATING. ALLOWABLE SPAN FOR A ONE" NEOATNE 0.5.0. DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE UAXINUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CNEN A POSITIVE A.SO, DESIGN PRESSURE RATING, DETERMINE MAMMULI SPAN 'L.- FROM SCHEDULE, GRAN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L= FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETNEEN 'L+' AND % Cb PROCEDURE TO DETERMINE MINIM SPAN FOR COMBINATIONS IN BETIVEEN LYALL MOUNTINGS W/ FLOOR/CDUNG MOUNTINGS; FOR A CNEN POSITIVE A.S.D, DESIGN PRESSURE RATING: DETERMINE: L»= MA%. SPAN FOR WALL MOUNTING INSTALLATIONS. U+= MAX, SPAN FOR FLOOR/CEIUNG MOUNTING INSTAUATICNS. FOR A GVEN NEGATIVE &S.D. DESIGN PRESSURE RATING DETERMINE: L1-e MAX . SPAN FOR IVML MOUNTING INSTkJ.,, 5. U-- MAX. SPAN FOR FLOOR/CEIUNG MOURNING INSTALLATIONS. NNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM SERVEEN %, '. 'U+ . 'L,= AND Ts-' In SCHEDULE V4IH FINAL MAXIMUM AND NEGATIVE &S.D. DESIGN TO DETERMINE MAXIMUM AMCHOR AL SUPPLY, MO. fiGel■"M e7i T1A Accordion Shutter System FLY. EtA➢E #1 W/ OR W/O KV. WINDOW HAEE No 107 WALL HFAOER MOUNTING ANCHORS SPACING LEGEND mWPER+ R EDGYSOLIDET * SEE ANCHOR �mm000n���00®OF!]�®mo� O��mm000v0�®�Op�niaO�OO�Q®®O SPECIFICAnONS ImmnQ®oaloum •• O�UmammQ7000ppoOmIDmQappQQ ON SHEET 13 I®mQ�®aa�mmC�Q[1(,�1a�mmnQOpp(f�m0oopnaa IDm'AaaQQQm®®�ma ®mn vaa O as mmnn� �ni<1naQ p OQQ . ImmQOQaa mmmmmQQOnanmmmmo0ooQp IDEIDF.i 67mmE��pap��®mpOO®�7aaqp ®mm� vaaq�p�pmp�no 100p0®O�OOm®000��O Qm®mppppOQ®00 nmm QQ ma aQaa aa�mm�O�aa�®mQol�noa aaO®®mUOO OQOQ �Om� fmmQm m ®®Oa0 ®m . p Q� 0 �imo�a9�om®m�mon®aapm��onnpaa® aa�aoanmo�s aoaQQnmmm a aapp�� mpQQtpp®mmQQQp�pO� a mn�aoa�m��Q�®n®O� mmoEaoaamnpp®p�®�mnnIDID ppOm® a ��yymID fIDAO 4000DO000�0� ®�OO�oa��m®OIDma®��nmmO®nOO lo®®ssOpapDpaa�m®®®m m•oaeoo mmQ aoanmmnnno�mmv6aaaa®mQ�ad�ooao�muoo mmQIDaaam mnIDaaammmn0 IDv aaKEN E3 oo mm a®pia aaa m®aaa aQQ IDa omma as mm na mmmoogo ®�voaoammm�iaaaa i6e� poonai�����e9��oi��ooa�o m��aoo maoaaalammoaaaaonQommaoo 'a0000m®mood�aam�mvaaaom®o om ma0000Qom®Qaoa ® aaa Qo a mm• �ID �I�mo�aaoQ�m®Qggo4 ®_ aaa mma a mm an m a mmm a aanQQa aai% as �eai��ova"ioo�Co�ml®m1����4M'moofo'o � • � 0BLADE � ®aaoaoo mo�aa�mw�mpaaaaomora"aai000ao��ovo�ICEa®loom®o®ooWZ WINDOW BLADE ®aaaoa omooagai��im ammo �aoaaaom aaa maaoaaa ao�aoaEuma aao�onnomooa WORKING logma�iaae®mm�aaoaaai aaaaaaaaa aaaaa��Q��0000QQQnaaoa oaanmQnnaoo �a9�000aR9 1=voomnlv0000 ooaaoao m�mI aaa va000aaur oaoaoo Dose �gion��va as araaaoaamoaaoaaoo�aooaaa maaopiooa aoa�a�000�®omi�noa�� aMm���us voo n®a��i�a oon�ooQov°oo� ionnmIlmlao o000 oelBvvo9wodv��� aa�a�aaa®�or��aa�ma�o®mml ' VIVALL SILL MOUNTING I ©CEIUNG MOUNTING I RFLOOR MOUNTING 0t0 ®Ora. moor= ®�mta)0 Od � OOpMp ®®tE'i0olgdO mnm®o 0 �m�mRvva KNEWo vMme ®�mpmp�O�Q�ppoO gPpOo(p�e MM 1"a man mm �sEu�llallao)v vovBOO 1moom 0�ie1°i�OOOOOf iO�Oot� ��otOOn� �vvvvvTa ��OC 10MRSO NEXIMM pMwlp OI©1118 131m1 =pppp�o COMMON 1011 �p EME o®ooAe BO©880 "O v�OQO asvolla(o © MINE v ��0 Won 000t�voOrLo •SJYSI iI•i M�AmR � " C EO= IC tt nm=m COMMIE ®111 MCI siximmJUNOW �0®o 1. NOTIONS TO SUBSTRATE SHALL BE INS FOLLOWS: (A) TO MONO POURED CONCRETE: (Ifn. 1'e - J Lei) M!H•ORS SPACING 1/"Ves'Ny POINTS SOLID A"�ED THRGOFIXUI TECNNTEEBY MUMS- AS U.WUMETURED BY LT.W. BULDM (W., I'c . J Hwy - /fbEAROON SET ANCHRa, As DISTRIBUTED BY NL POINTS SCREW. TAPCON OR WCON WIN ADVANCED BUT & SPEe NU, COMPANY (WW. re.J k;) - 1/A•P ONE TV CONCRETE MOTORS W/ LAPµ MMUFACNREO BY FLORNA FµLENERS DIRECT, MO (Uln. 1'c . 2 k lTJ - 1/!b }MPER+ MCHOP$ AS sWUFACNREO BY POWEIES FµIEXERB, INS. AND THFEAOFOM TECHNOLOGY as"ISTROM BY ALL POINTS SUM. BOLT & SPECMLU (OUPNN OR AW OTHER APPRO%[p UCMM OR AUTHORIZED VENDOR REGISTERS WITH THE MERCW SHUTTER Sy,,ENB ASSOOATOq, WO (YF. 1'c . J es) ALL PTO S SOLID-EEI BANE TM W/ CAP NOTES: TAPPER+ Ali MINIMUM EMBEOMEW INTO PWIREO CONCRETE OF TAPCON OR Sea" NW ADYANC'FD THRTADFDRA TECHNOLOGY ANCXDRS AND UPPER+ ANCHORS e 1 J/A'. AND FOR BLUE TAP W/ CAP ANCHORS R 1 1/2% .5¢ uM,(Aroxs a UM: ra 42) WNIMUM MSMMSD OF I/A'P . 3/4• ALL POINTS SOIN-SET ANCHORS SNTU. BE 7/8- TWO THE POURED CONCRETE. ND EUOEOWN, BRO 9NCC0 SN].I, BE EO. 1/4•P-2e SS. MIENWE SCREW USED SHALL BE 1 1/2' LONG WNIMUM SHOULD RApE a.1 yFyT ,p OR WWI STUCCO E%HST, Ni0 1' MWIMUN FOR WA WNH NO sIUCCO. AJ) M NOHORS SHALL BE LONG UNDUGH REACH THE MAW STRUL'BIPE BEHND SUP WALL nNTERIES. MCHOMGE SWA BE µ OR AW WKIR BE FOUND ON THE MONO WAII R silistA1FD OR NOTES AT) & A2) MOVE FOR INSTA TIONS ON WNU SONG OR on WDH OR W1INO R METAL. STUDS CONSULT THIS ENGINEER MR INSTALLATON TWO Ss MATH NETT .STUDS SEE SHEET 20. !�' IN 9oe0o i/ - Od000 DOOQO ' F L � vvne�o ' �oo�n (0) TO MONO CONCRETE BIOCK: (ASTU C-se 1/4.0 TAReas OR rAPwFI WTH ADVANCED THRTMFORM TECHNOLOGY ANCHORS,µ MANUFACTURED BY I.T.W. BWLDE%. 1/A'p • ]/A' ALL POINTS GOUID-SET ANCHORS.µ DISTREVIEO BY NUL POINTS SCREW. BOLT & EPECW.TY co~. 1/4b ME TV CONCREIE ANCHORS W/ CAP AS MµUFAGNREO BY FLORIDA FASTENERS DIRECT, WO 1/A'P UPPER+ ANLNORS µ 1MN MUXkEO BY POWegS FcsTENERE. INC.. AND ORTRELIED BY ALL POWT SCREW, BOLT & SFocAL1Y CGMPAW OR N0' OTHER APPRONO UCExStD OR AUMIXUIFD VENDOR REGISTERED WIN ME AUMC SHUTTER S15TEM5 ASSOCUD08, INC. NOTES: B.I) NINNUM EMBEDMENT TWO CONCRETE STOCK OF TAPCON. BLUE TM W/ CRP ANCHORS AND TAPPER+ µOWN,, IS 1 1/4• AND 1,oN WRH AWNNCED IHRGDFORM TECHNOLOGY MCHCRS IS 1'. e2) MNIMUM EMBEDMENT OF 1/4•p a ]/R• NL POINTS SOLO -SET µLNORS SHALL BE ENTIRELY EMOMEO INTO THE CONCRETE Mcs. tO EMBEDMENT INTO STUCCO SHNL BE PERMrtTEO. 1/4' p_20 SS. MACHWE SCRLW USED SNNL Be 1 1/2• LONG WNIUUM SHOULD STUCCO EMS. MO I' IAINIMUM FOR WALLS RIN NO since. B.J) ND ON TW COSTING INLLjL OR AY si SaLL BE LONG SOUTH 16 RERCH THE EMNN cSTRI:TUREGBEMND END WNL NaTics. MCN,,H,E BNN.L BE AS IYDICNED ON NOTES 8.1) & 9.2) TaOYE FOR INOTkUAT1011 CH YND. SIDWO OR DFS WDH OR WITHOUT METAL ENDS CONSULT THIS MNEER FOR INSTA N(N; INTO DFB WNi METµ STUDS SEE SHEET 20. (C) MCHORS SHNL BE INSULTED FOLLOWING NL DF THE MCOMWANDADONS MO SPECIRGTIONS OF THE ANCHORS MANUFACTURER NMMW ANCHOR SPACINGS ARE VNID FOR. EDGE DOsXES RDIGTED Mae. FDR E D. LESS DINT THE INDRUDE, REWCE ANCHOR SPACING eT Ual"LIthe SPMJNG SHOWN ON ECHEDtRE BY NE POLLPMHG'Na". REWCN SPKWG OMNIO NSINO r—OR 5HXL W BE LESS THN, MIWNUN SPACING IWOOST MR MH MOTOR TIRE. ACTUAL FACTOR EDGE TMCON TWwGP IN FO� TE unmcia L ALL PONE SOUR SET BLUE TAP W/ TAPPER + OICTMCE ED. WN. SPICING - 1 MW. SPpGNG . ]' MIN..EPACWG . J 1/x" MITI EPKINO+" Wx. ENTERS A' wHCv @ BOO( LOT Pw w 6 POIIREO COxCREE & EaD�TE yPw ItNEN .3'Ir IT .21 Mr.cv..],/!,w ED•x 1r( NO BLOCT eLocK EnE]1 w. iEA•mrw^L INN xew. ]' 14 0.00 IA Die 1.0 MINI 1.0 2• - Ohl 1.0 071 -- 067 1.0 1 3/4' —11r - 0.91 035 - .,.,..,�....- I- a.]s _ axwr mlEw, INc P Y IL ECO cEa TILUT TESTING & ENGINEERING COMPANY ' M, NW xl' M., sw xs. WAa1M aumws.. fta ✓ JJ Pnwa : (JD elan -DECO . FP.: a0S)871-mJ, P1p� -m a1 WiFF4.1— 11 EB-a0D W111ER A ML"W .1 1.. P£ ,..,. nORRA Mc 1 4.16T AmSmS.A. American Shunter Systems Association, Inc. 4268 Westrcads Drive West Palm Beach, FL 33407 ZJaal Accordion Shutter H.V..FAAM #1 W/ OR W/O N.V. WIR :AWING No 17-10 POLAR CGNCRLn POURM CON CM2CREtE 0(00( ) ��� QJ PPINCGMO MOUNTNG MentonOVEN�tr flWA(3/)1.00R MOUNTING (DWA(L/HAJ( OVER MOUNRNG DOIoI MODAB H039.iS PAIP:O 0. (®[N A£URlE 9me91f PAIN) 0@:N NUA1M OWSAK BUMF 42PV IBGIyf ii559Pf MNF (ve }0 f0 g0 TS 90 120 IW 2D} ]0 f0 60 JS 90 IYO Igo YM b M 6p JS 90 120 I6p x04 ]0 ♦0 a0 i5 9D 130 1607201 li 10 9 0 a a 1 a 12 12 12 ,x a 9.5 ) l))] ))) s 5 S 5 4 3 4 5 IE55 P 12 ID 9 8 a e fi tY H tl W 03 e a 13 1• Ix ID 9 8 e a e 12 12 a 12 I3 10 ).1 B)) t> T> t J s s] s 1♦ 12 10 9 8 0 6 a 12 12 12 12 13 a3 B5 5 5 s 5 s 1.-G. 11 1] 10 9 B B a 6 a 13 12 12 12 BS ) Ss t J ] ) ) ] ) > s ! ! b N@ 10 9 6 B 0 9 12 1Y 12 03 C e ♦1 J3 5 3 ! 9 1♦ 13 10 B 8 B g a 1] @ 12 It 10 1.3 E3 ! ] ) > ) T T ) A] S 5 ! ! S s 1♦ 13 10 0 0 8 6 0 F2 R R 11 9. B 3 S•-G• 1♦ 12 10 B 6 B a 9 tx I2 12 13 f0 ).3 5.5 ! ] ) ) > ] > T > 3 5 8 5 5 I• 1Y 10 B p p 6 6 12 12 ].5 a ♦3 15 J.5 5 ! 5 1• 12 ID 9 e 0 6 6 12 12 12 12 0.3 B 9 ♦3 N a 10 9 B B a 6 13 13 11.5 D ]b At t J> t ] Y] ♦3 JS - 3 5 9 3 5 l3 JS 8.-G. 14 1210 9 a g g 8 12 12 12 10 B a♦ s J.5 J) ] )]]>> y S 6 3 5 S 5 1t 12 la 9 e e e e rz I3 B a 5♦ J > i>> T y3 • J s s s d12 H 12 10 9 0 g 6 0 12 ,2 1D a 65 S A5 -)] J)) g ♦,3 - S 3 a 3 S 5 6 1] 14 12 10 B B a B 6 IS q 10 8 GS 5 JS - ) ] ) ay 33 ♦ S S ! S S ! {.! ] - T.-G- 1! 12 IB 9 0 a a fi 12 q a B.! 1]! J Y)> )>)] 6 5} S 5 5 5 S 11 10 9 3 14 Ix 10 B 6 1 T ] S 5 S H 12 10 B a g 6 - 12 12 Bb SS 3 ) i ] JS t.] ] 5 J 3 } S 5 ♦.5 3 ]d - 8•-G• 1♦ 12 10 9 e B 6- R 11 OS 2 5 }3 -))]] t)) s S! 4 5 5 9 S 1• I2 10 @ 8 B a- it 9 a l5 1 J-- T i)) b,$ { 5 5 5 5 5! J It 13 10 0 g 6 - - 13 13 )3 6 S JS - - ) ) a3 S 5 3 3 3 ♦ J 9• D• H @ l0 9 e B - - ,2 11 03 os s.3 1 ] - ] ) ) ] T a ] 5 s S 5 5 S 5 5 1♦ t3 ID 4 0 8 - 0.5 a B 1 J.! -- i]] e} }3 - 3 5 5 S 9 4 J It 12 10 9 p 0 - - f2 ID B} 5 ♦ - - ] ] ) 83 y5 - 6 5 ! S 3 ♦ li II f0 9 8 B - - 12 eb ) a5 IS J.3 - - ) ] ay •b ]S - e S 3 •3 Jb - IG,-G- 1• a t0 0 a e - _ ,3 V 0.! 6 5 J] - - ] ) > j > ) ♦3 - ! S 3 ] 5 5 IS 1• 12 10 9 B a - - 93 I IS JS J J > ] 53 ♦3 - 6 4 3 5 ♦3 }.S - 11 112 119 1. Is9- - 12 9 6 3 t--- t] T B 3 5 3] ♦5 S R Iz 10 B s 8-- I3 9.3 p 5 t J--) T 5 1 J 5 y 3♦ 3A - 11-0 It 13 10 1♦ 12 10 9 B 0 - - a3 0.3 ♦ 3 ] ) 6 5 ♦ 3 3 ! ! ♦ 11 li 10 0 8 B ) ] ) 1.5 3 - - ,. 12 11It 9 B - - - ,S a5 5 .3 >,3 - - - ) T •3 y3 _ _ , 5 .3 J,, 3 12,-0 H 13 10 9 B 13 93 63 S J - J] 1 12 10 0 a - - 8 6 I J - - - J ) 15 ♦3 SS - 3 5 ! !.3 ♦ ] 1• IS- 11 ix 1IO 8 ! I J3 IJ,-G� 11 12 10 9 a IS 65 p {3 J.5 ] - - ] ] i ] i .3 - 5 5 3 5 ♦3 }3 li 12 !S 3.5 J - T 13! 3 9 S S 1 J I• I 1B 10 9 e B i LS ]3 ) J BS ♦ y ♦ 12 10 B 10 )3 y t J - T a{ D 3 5♦ J II,-G• M 12 10 9 - 0.3 B 5z • 15 - - i > T ] ] ♦ - - S 5 S s S 3 3 1• 12 1D e- - 0.5 S J i 1• 12 10 9 _ AS a3 • - ) > 5 1 6 S 5 H 13 10 - 9 ) 4.5 a 12 10 _ _ _ - _ l0 i.! 5 ♦ J - ] ] > J ] Sb - 5 S s 5 5 s • ] 14 12 ID 9 ♦.S 3 - > > hS 3 ! 5 ♦3 ]3 - 14 lx 10 9 04 > 1 6 S 3 S 9d T f' }3 J ] > ) ) 6 J ! 3 9 5 8 ♦s JS N a 10 - I. It It U017 %X=. VK. vyy IL ECOT.,, TIWT TESTING a ENGINEERING COMPANY Jnu.54 In. ,OS vwora 0V1006, R A' Y'nvm:(305)811-ISM. Fo•:(]W)8JIg531 Q --k fzl.,aoem.em 1t11 Ea -WO" B]19 rvPugN A, BwT a. P.B. /OATC ROn^.M Uc 4 11187 w RVANCEDNOLOGYID-SET * SEE ANCHOR SPECInCATIONS 014 SHEET 13 MR UP TO +70, -76GN PRESSURESPANS PERSHEET 11 10 HV BLADE ONLY A.S.S.A. American Shutter Systems AssoclattGn, Inc. 4268 Westmods D,We West PGIm Beach, FL 33407 Accordion Shut KV. MADE M1 W/ OR W/0 KY. INC. No 107 MAXIMUM A.S.D.DESIGN PRESSURE ReTING ( B F 1 uA_D CORRESPOND)NC A.AxI�, IE E. rOR PA IN / c h p IFOR A GM MAX SHUTTER SPAN NFCA7WE A S D D CIr N PRF C E wen AND A ORRFappNDIN t 6 pUp�TyP E. (5X M00m,BS Wi SNEEi$ i6 @ 1)). L. I FEB TF2ATE SOUTHERN PINE No. 2 Wf MIN. G=0.55. SPRUCE FINE FIR NORM SPRUCE PINE FIR SOUTH SOUTHERN O, SPRUCE PINE UCE INE 1/PL�ODD% p2 W 1ngNgR Wo� 5, flR NORTH FIR SOUM MtlMlu DOUGLAS FIR W/ MIN. 0=0.50 Wf MIN. G-0.43 W/ MIN. 0=0.36 MIN. Ga0.50 W/ MIN. G=0.43 W MIN. G=O.JB 6PF'' (Bj WALL MOUNTINGS CDUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTNGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS &0. WALL MOUMMGS W&% 8.0. WALL MnN MOUNTINGS B.O. WALL MOVNLS _ W&% W&% P& 0 S& V S& V S& V D9A::NM NSM rcK [Y(._•�EiM V9R:R M%U/ RIDIx'M.[R¢i¢fi%Ikl 119 M1%R®26YR (efl R9T Nay 5S+AMTEWI �Nad'REu1 tn65Q f�IMOCX RTi33iOS BJI (WI®Pd1AaVt 4M16� ®IRGul11m3M%IP7 I�N9i6E ifS9W 4i'K 6Yj 30 4D 60 JS 50 OS JO +0 60 JS 90 DS JD 40 60 J5 90 05 30 i0 CO )5 90 OS 3U 40 0175190 OS W 80 )5 90 DS JD 40 fiD 5 9p OS ]0 '-O-ORI W 60 J5 90 0.6 ]0 40 60 JS 90 OS ]0 40 60 75 90 OS 9 B tl 8 6 6 6 6 6 12 ID 10 9 tl a 6 6 b 6 6 6 12 10 t0 9 B B 6 6 8 6 fi G G 5 4{ } T2 12 12 I2 12 12 II 12 1) 12 IZ 12 12 12 12 12 12 12 9 8 86 6 6 6 12 10 10 9 8 8 8 6 6 6 6 6 110 19 a 8 6 8 6 6 6 6 6 5 4 a a} T2 12121t2 9 8 B6 6 6 5 8 8 6.5, 911'01 b 6 5 45 6 5 a < 35 - 12 1212212 12 9 6.5 +6 fi 6 S s,5 4 12 iD 10 9 5 1 G 6 6 5 {1512D, 5 +t20.12 AS i.5 J6 5 6 5 4 3.5 12 10 10 4 J5 - 6 6 5 5 JS ] 12 ft .5 ].5 3 6 5 { - - 12 12 12 12 if 9511 129'-0' 5 3.5 - 6 D 5.5 ,S 3.5 3 12 10 9 d - 6 6 4.5 4 3 J 12 t< - - 614.57 ]tO'-D 5 a - - 5 6 5 4 J - 12 f0 6 } - - 6 6 i 3 - .S ,5 3 1Y-O' t2 10 Be - - - 6 13 - - -S,5 1.S _ .. 13,-0. 12 le - - - 6 , 4 - - - 12 10 3.S - - - - - - _ 6 Id'-0" 12 10 - - - - 6 6 _ _ _ _ 12 f0 - - - 6 l} _ _ _ - 12 it .-at- tt t0 - - - 6 SS - - - - 12 ) - - SS 45 - - - - f2 ) - 15'-0 f2 5 _ - _ 6 - - - _ # I) ID. 9.5 E.5 t 12 12 856.5 5 3 I2 n HV BLADE OR (1) HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* . �E MMART] a DSC T(R NL[ CJ M MfFT 19 } NOTES ON ANCHORS REQUIREMENTS; WOOD SUBSTRATES I. u1CxOI5 TO wA11 FLOOR oR scuo wmC soNtr srau, ae A6 rm6oW9: 3. SUBsnus SHA1L censer OF INE rMMNG: -6WtHEW1 ME No. 2 w/ 6.035 TAM0.N .WCHOM M NNF0 TyREO W LT.W, B'AIRIX N/ NaaMUM CtMeWoff A9 1!.'Ng1W AT-OCU'IAS ne H/ 0-OSD Ga0.5J IXC�pI � NOttF2 BELOWIs IT'-SPRU^.EE ME nA NORM W/ GO{J (N.¢S) -SFRIICE AMC FIR SOUTH W/ 0-0.}6 T. Il1WIORS 10 HOLLOW CE1NlO SW1L .15 Pqt tpUMINO hPE U. SNER IJ NiO SH4L WYSRT Cr -MIN. I/2' M PVeMV (1906 MA) 4O INAEMS AS MR NO$ 2015 SPECIICI.fiON$, 4. MICt M SNML BE MS M EO FOUegMO .W. OF ME RECGMMEMMT Wdt µ0 SPFCIiIGT0p5 M THE .CHUB% MAYUfµ'ryREIL \F//FFF/IAiWA�„ FLORIDA BUILDING CODE Non Nigh VelocityHurricane Lone 11 �P ............ fA1+-"e O201T IRIFCO. INC. 02017 CISTERN METAL SUPPLY, INC. I)11 * TL A■S.S■A■ Vw- Accordion Shutter System • -KV. BLADE Al w/ OR W/0 ILK wN OW RAGE TILLIT TESTING &ENGINEERING COMPANY American ShUffer Systems N. ttscRlrn9x OAT( BIN, Bc Le O„ .. ,p, a+sl N.w. xm. sl, sM. am. eRmu cAwM6, r109w Ml Association. ]no, ^'K'•-t 1 OLO TS-DBS J/Z)/t dtE: 0I 2)/I) t\ PMon9:(bSjB)1-(S]D. F. :'(bSISH-Ml 4268 Westmods Drive '•-s1S ••••• "TO1` Iu1SCOOa0.`a" West P01rn Beach, FL 2 DRAWING NO \a dN] 33407 =. fQNAL E�4,"I' wNTER AROMA s a Jr. P, P.E. S&%SIEMAI'URE/OATS TIDR''A GR' F 4a1sJ , 7-107 5 SHEET 6 15 OF 20 C TWFLL 1 NlNl I / TNREIDTF OMNOLOY w 1 1/}' Kn PE:ETRA11014 OE DLRGOED 'ON 10 EXCRI KS WOOD Nf M n n (SR SCHEDIAE ON SHEET IS) II L \ E%ISIINC MIN. GpMI 2'xP WOOD RUDER REQUIRED EXISTNIDwGS--li v ass (SM I I SEE I al SMEr ON IB FOR eMC31Dk® S ' \)HV WALL HEADER INSTALLATION 1 IOW PUIC )i (SCE SCHEDULE 0.4 SHEET 1' EO'D. 1 L ON '0 TAPCON OR TAPCON WTM ADVANCED iCADFORM TECHNOLOGY VI/ 1 1/2' PETRYNxION OE THREADED MU TO INNO WOOD HEADER. SCHOCLRE ON SwEr IS) 21+' COLD. SILL PLATE REO'D. -20 NUTS LE I ° 0 1 ) WOOD MEE INNI, ` II 1 oP o �.. IOwv ( �® REO'p_ W WttIItU Li \1 o f J11 I RZ TvN:oNOFORM E MOLCN NWH A1/2- ED i 1/Y TAPCON OR TAPCON WIM ADVANCED �2 4• C6YT i 1RRfA0fORN IECNNOLOCY W/ 11/I SRE PULE 1f PENETRATION Of iNRrAca, APFA TO h' 1HRLLpfORY TECHNOLOCED to, I' T/ TAP OR xntE. 1 EXTI w100 HEWER, �— .1•n. P[NEIPAl10N M MRFACFD MEA NRO RTIe00D , I_ iAPCON WRH ApV,W000 1-SEf SIQE(+ !OR 11PIC4 SOD' I`I (SEE SCMFbJIf ON SHEET I$) .1 1 (SEC SCIIEDAE DN SHEET 15) E CORN 4W. 2 x+ 1/I uW, CDIZ]\ 1HRUDiOPM TECHNOLOGT' STOW ASSEVDLY. M. SNp$ a I6' O.C. VA%i• RLrr�D RCO'D, 5x\� e/ I/2' Vui. PCIICIMEION OF 2-40NlIWO SELRONG C41 BE I/ST MN. C16 PLWNOp RCO'D. REOD. PLYWOOD TO BE WALL !IRA THREADED MU INTO PLYnDOD CONFINED IN ANY my TO LEYTING YW. r.+' s1VD1 0 16. O.C. Wll. REO'D. ATIKNEp To SND$ w (SEC SoNEMIL M VIM I5) SUIT AIR WSTALUION. ®HV WA SILL INSTALLATION PLwrooD TO BE AnKHFp TO STILES W ACCORDANCEWmsowa IINN MII11 SC 12J08 G! THE E.B.C, SECTION 23M U6 OF E 0 HV WA I ©HV WA I IN TAL ATION F.B.C.F.B.C.0 -- INSTALLATION • SCC LIVIIATIo15 or %of RUDE :5fy, W4 92E1 hxr tA. RORDA BUILDING CODE (Non H h Velocity HUFfiGCne Zone LL11j11 P`�GR• Tl4�j�_ GxDli TRttcD, INO 02017 EASTERN METAL SUPPLY. 01, '• UGEN6F:'•• "UIERTMA HVY, * IL A.S.S.A■ Accordion Shutter System > RV. RACE g1 W/ OR W/O )LV. WHM RASE •� : '� �� ` TINT TESTING 3L ENGINEERING COMPANY American Shunter Systems , N o[sralmax GATL ItlYnN prv. LC 6tff xn- Ma. $t. Av I NRFX A µvp94: 11-153 ]]I6 268 Westron, Inc.I aD Ts-ces Tro 1 TYIE: oih /Il N- ($1. 21-t vw, m.: pps)eirTvl 4As Association, nc.Dri�} R.� •'' `0 LIQT1 - 1 i�o xO"' West PCIM Beach, FL 3-4-- 2 DRAVIING ND Ls,�.o�•.......... �}I•pNTaxY IL -µRR Ar=191. 1-C A 17�107 P.E'-OCPIlJ{GNe�L4)Ri%nATF FIORGA Lk. 1 41167 S "'-_ 1/+•0 TMCON OR II TAPCON MM AOVANCEO THREAGNOR, TECHNOLOGY W/ 1 1/2' Wl PENETRATION Of 1MREFpEp AREA TG EbSNIG `` wCGD HEADER. (SEE SE,CWLC ON SHEEP 15) 1/Ca-2Dx3/+ S_.S. YACHIIIE 0� SCRYS W/ 1/+-20 NUTS 12, O.C. ' l„IS i OR ( 1� II Y jl�ii-0Pi10Nq �WWL I NISN �ES'iSTWc .Opg �• _ OD. I HEWER PEaJIRCD ) L I ) MIN. SCPMATION TO GLASS EkISRRD (SEE SCNEOULE ON S1EEr II)— �—f OHV WALL HEADER INSTALLATION !-- NIN SEPAWTION TO IL SS EICS. C n (SEE SCHEDULE ON SHEET 11) I 1 [�[ ' I a !11rWIJNI�L ,YWHWE P - I ilNUTS 12G/C -20 NUTS O 1} OR 1 EXISTING I 7 1 1 I INSTALLATION DETAILS S 'M WAU. Ftrt6N �-"' 1/4'e TAPCON M ��- TAPCON W A ANCED THNEADFORM TECHNOLOGY 1 1/2' Min. PEN TJOM OF THREADED ARG t0 EWSDNG NOD "WER, > (SEE SaiEau ON SHEET 15) 1 19 ED L F s 1 —CPnONAL EwSRNG UN 2'xe' caFFNc---4 HEADER REO'0 CIASSMIN. SEPAWnw TO Ci s ] (SEE Mc NEOuL ON SHEE( Tt) I HV WALL HEADER IED NSTAL I -SIX LHEE 4 FOR TwKNL, SrettSR AssTMPLr 2-M0,IrMO SEC09h5 CW a W WISO m Avr wv TO wtt Mn u15TAt fta,' I MIN, SEPARARON t0 GLASS (SEE SCHEDULE ON SHEEL [Lj �ix%ISSJ I wALL't� I ils — y I 19 1/4'0 TAPCON OR // 214 CONi TAPCON WNH AEIVANCW M 1..SIM. PLATE NFEADFORM TECHNOLOY REO'0. 1 W/ 1 1 " IA;n. PENEMDON y N' LH AREA 10 { _ DOFFING WODO IE&DER. (SEE SCHEDULE ON SHEET 15) O HV WALL SILL INSTALLA C -®��' W000 BAFA4'REO Ea 0 2'lfiN. PED. y� J STRUCNML I/4'0- ADEOYALY •' 2°.]/i s.s of E>nsnlW Wp°p BEaM r + I EDGE (IF APPU U) r j PwtyvS SROSS HEAD TO BE CERnnW m MACHINE scR RErdS1EREn ENGINEER OR W/ 114'-RO NUTS MCHIIEGT PPoOk i0 EO-•r—EO —' —__ E%IVING WWD 0 IR' O.C. SMIITICR IhTTA1A11pN. �� / f6 1/2. cL_i TRUSSES OR Af /- 1/2 REpW 24' 0R 1 1/1'0 TAPCON OR y , r ^� _ OTC. ED TAPCON WITH ADVANCED `n T TECHNOLOGY yJ ( I E111STN0 30FF1Y �MoxM. 11 'NORM . W1 I i/2 M;n. PENETItAi1pN Of TXRE woo MEA To Eo$E0+ EXISnO n'000 XGOcF. /14il/4' V.4'4 r.a.t/6' CM. PLYM. (SEE SCHEDULE ONSUMj 15) $.M.S, O 6' O.C. n P T6 1L0Y) W/ O Ol Q OF L5 �, i or 13 Of I $ (3)5/16'0 U ScREws TD EACH RAFTER h 1 i OR TRUSS, L0ooE LAD SCREWS AT Vl MOMOTN OF EPSnp6 Ma OPEN HOtE Ai EKH MEAGER. (2" Ma. NOMWµ E%L`_� Me TO ACCEPT i WI6Of) w/ Y 5/16.0 LAG SCRCW AT CENTER OF OENENiAPoN Of TNRCAOW F T AREA VAUD FOR fi I TUNE. NSTALLATIONS %1NN 7211 O (42 "S"MG I �t .yyAy,K,r MM AS o. DEVON LO D AI ,J sa¢uE M 9ar 1 GLASS-- b WST pTL S'-D• MA%. SPAN. i s NT m IGOtA'O t -FOOI ace AL 10i INSTAL Atcm 15 Ot'v YNI° au%SO)k 0N VDR 4a�MR 1. RNA 1: 9 FOR FOOD III MIN. SPEop CRAORAS OT HV CEILING INN STAL eTIO • SOUTHERN RNUOE iQDR ® nR Tb OR Eau U V CEILI I S I TON WSPNS I REEMPE'YY ��. �. wealIt I -� NIN I ) 5iouSSN I 1 . \ll ws¢ (SEE SCHEDUL)E I I 1 V ION SHEET 11I I I n TIDN ATE, IIOARON I 8 I I ( ©� 7 E%ISTING ItOJH' NEx CIASe+-1 1/oc 3A Mw. OOR 25+6' MN, wom Of L WASMR HEAD T ScPE _ 1 1 1 27.6 YM, ME DECK IRF DECK REOVO (NO o 12- e.c REQUIRED (NO raw `--T722'' GE EDGE Or DECK -^-"'" ._' IF APPMCANLE —ep � _ J OECK IF - EDGE OF DECK -20.3/4' S.6 -- PS FIRSS NM2' 4PPUCAYLE ' �-�. �— If .WPECAPLE NE SCREWS -- /4'-20 NUTS 1/4'0 TAPCON OR TAPCON VRM ADVANCED MFEADFORM I/"' TAPCON OR T%PCON A WITH MCED TNREAOFORM O.G. TECHNOLOGY W/ 1 1/2" MM, PEN -I TON OF THREADED 2' TECHNOLOOY W/ 1 1/2' PENETPAON OF TNRUA E, MK 2' MIN, AREA TO E]IYNC WOOD XEMER. (5ri SCNEQULE ON vM 15) AAEA TO E Wvn M03 HEADER. (SEE EEE uM aF vu FOR � SCHEDULE ON SHEET t5) �_^1 HY FLOOR INSTALLATION X BY WALK �- -OVER INSTAL L A T TI06 IL FLORIDA BUIIDIN0 CODE(Non High Velocity Hurricane Zone �' y?GEMS''✓'. 02017 RLttCO. IO. 02017 EASTERN METAL SUPPLY. MC. 'BERTHAH IL ECO tw-. A.SI.&A. 71 Accordion Shutter System y? A . HY, MAN #1 W/ OR W/0 KY.. ve MOW g/T E ♦ �rie(fji nWT TESTING k ENGINEERING COMPANY •' American Shutter Systems _ K oLTGR,FTwR '� 'C \� U55 Nn, TSN; M. Sh SM, MRCpu 44lNYt' iagMy NI z_�'pp�A�•', Association, Inc, 1 OqC OD 15-005 7/2//1 AM 7/2L]C r Pnene : (]v)en-T530 , Fim ; ia65 ) B>I-T531 f We s Drive/ 0 n eat POIm Beach, F 33807 s DRAWING NDs-"ONALEU'' WµTEPW , �����7 FSiAIS/nATc FLORIDARIO4kA4t67 /17 � :M t>FWnb: axu°xr`a � wmmi m QOR Q� J ®ST•aJ•�•�4• Qe• f3-Ea•8. e •L.. END MINE__ CTION DETAIL T END I_„ NSTALLATIONS n HV BLADE OR a WINDOW BLADE INTO 2"x4 MIN WOOD STUDS vlraoo. 40J� sss ma x fox � OR'j!,• o•�•¢-o•c�-m- END CONNECTION DETAIL rc n"a 6EL 51 v.P v. R]Iy • v.x x vq_ I'1MYo, wPQ Y.tpin n•ws m.• mv. 1 wwa a�ma� END CONNECTION pETAI� • •vRoxvo owi 1aa sv.rs crensR me SEE UMTATIONG OF USE FOR RIAOE II ON SHEET IR i-TEc- A.S.S.A. 6�% c ;. G\: NIlTIIRF /OdK TILLIT TESTING A ENGINEERING COMPANY s5" x.. Taus s., s.. nas, excPar. RxPPws nom. "m PSero : (JpS)8)t-iS:O , tPP : (335)871-1531 P-mGh IIINoaoPl.[aq w.-ems>�s ftURpt Uc. / umv AmerIGCD Shutter Systems Association, Inc. 4268 Weslraaas 09ve West Palm Beach, FL 33407 N� > s -_ SIERN MaSURPEY, MO. RT�Vnx on Shutter Sy CR W/O N.V. WWow 8 AWING No 17-107 a I '\'�f�ttwL.ld V-' RP. FA END 4 MV( 5 "DEWS n ALLOWED AT HV awoon BLME Vy ww i SEE END CONNECTOR DRAKE ON SHEETS 10 A is TAP. r FULL N 1. I s 6 � I►�i ir' i w (�� ii' (y' � �I � al � s � CKSN= c ELEVATION —_�___________ YP. \� I V \ w22 MID WHO{SE NOTE t ABOVE) Elm 1. WN. ASB. OESIW PN:vANE 1a,,: r110. - i1a o-ar. 2. W1L FN11£R SPAN: So' 3. ALLOWED NWNTNGS A 0. O A H ON SHEER 6. T AS AM AS MOUNTINGS U. 0. 1. U 99Al1 W ON SHEm` i6 A 1i. CEMDRIVIats SIDE U M1 b' MUS OETMINCLU OONY AT N NO �ACCEE9 EASE EME Sor M 5 5. (y W WNDOW BIAOE I SNJ1 ONLY ALLOY! A mWIMWV OF 5 OPEWNGS Cr- Nab) FOR © PER AI SPACINGS ENOWN ON EN,r, C (a) MN. CLEARMICE IRQM TOP OR ImR, EDGE Of NV MNOOW BIAOE© W ANY 3'O ROLE MR i GAME 8E 12'. (c) FAST OR BU00 I SLATE DOWNS OUT FROM STAIaEW AT EMS MY BE W (0) W MMOW BWpE fOMUST BE DOES KTFANtTE TB A SWO HO aAOE lO TNROUGNOVT SMITER's am. FIE) Q�FANATM ENALL ALWAR BE INSTALLED ADJACENT To SOOD W D ADE 1)AT NIIILR SIDE W R1EM. (f) PoLYCMtBDUArz w wwov, Eul SMALL BE NSFAEE G So EACE NK NJERIOR OF TNC mEWNG a No PROTECUU. MY xN90N A� WST BE DNLY NSTALL£O AND LOCKED USSM A MY EERNC TOa PRONOEO BY ISy. INC. 6. SEE ANCWA S`AOM SCHEOME NOR yM5iN1A110N5 NIO WOOD NAME BUILDNGS ON ENELT 15. AS LSaTD BY SAM AND DESIGN LOAD (EFE NOTTS I A 1 ABOVE), 7. S¢ ANCHOR SPACING SCNLDOLE FOR NETN HERS NTO MUREO CONCRETE OR CONCRETE 6=K WALL ON SHEETS 12 & 13 AE UUM BY SNAN AND DEEGN LOAD (SEE NODES I A 2 IHOR). B. MAGNUM BFPARADEN TO Q SEHMULC. PER ASDA E-19961 WIND ZONE UNMIY EEPAARON TO OIASS IN 3 I. t un� M a SmAYROtt TO an¢ ttE EcwDAE at R6ET 11 Fu BAE£hG _` --TNs--ratB--- V ALi1;RNATE OPPOSIN eNTEl1M1 a Fj'. W/ &M �+ERICIR Nl -- 4N_ W/ Z4 OR �5 1-- NOTE 4 ABOUyI 4rI ITH HV WINDOW BLADE qA SHUTTER* LO'�!: •l.IfiNEN$dN.,v^-.-• / 02017 ITTECO. mC. 62017 EASTERN MEEAL SUPPLY, INC. l * � , A S S A BE Fhu M Accordion Shutter System T� �'^ • '•. tIWT TESTING A m AITIBNCcO ShMNOF Sys}BT9 xv. a.+rE yf w/ OR w/o xv. W1N0Dp @ATE LDo. A a£ .N DATE OWAN Bc Le. F ,;"f(,"' & ENGINEERING COMPANY mss N. esll, sl.. u,. i(M. ne.0 Dec. NOMA A!n AssOC1011on. Inc. I OLD 15-085 /27/1 wm 07/27/17 (3D3)m1-15m . F- : (305)9N-13SI W..Dw.eom 4268 WOOD ocds D"e West Palm ........... 2 M-�71D Beach, FL 33407 3 DRAWING No W{7EN A cNa L. P.E. ' 7—' 07 A P G CCAI /m IAT.IOC m" FLCKIk P6 1 4067 um. C- A-653 cR%aE .0 NET a-80 ('ALV.uRu duosr 16. 9.aAS" 61 e �/.•. o.ws• mull MI¢� 43c tA. SRLi. taAM cMwMr., I C 6' 9.Q O 6- a (ConQ EXISTING a MIN. SEPF T19N r z TO CU55 (SEE SCHEDULE) ox. 1. 1O INTO METAL STUD WALLS * FOR B��A 1 HV B ADE ACCORDION SYSTEM INSTALL e110N TO MEIAL cTL In W% I c 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psl) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. I S7Y1311 LJ 1L 1/ ��yN�pg r-12.a00 Ma..- 4.9a. 43 _i /44,1,[ AINOMIVINAI ALUNIMMASIEM 6063-15 ALLOY SEPARATION TO GLASS H DU I' 1. 3000• MA. WIND ZONE MINIMUM ASTIR E-1996 SEPARATION TO GLASS I THAU 3 V 4 4- tW >v /x_ul--A-� ** &dDE SLACK DETAIL HVF IS ALSO VALID FOR — - ------- CENTERMATE 21 APPLICATION WITH BLADED a 43b iNaceci9 '� v ^-� N 6 O.C. SIER f Md% . I6• o.c. A ;-y MS WALL HEADER/SILL INSTALLATION .-C%IS11NG FlNRX AS IFOL{CppLE ' (1VP. 10P h BOifaM1 -.. — — EXISTINGG1A55 _ — SYMMETRYCAL I " SYMME._TRYCgs ' ' CENTERMATES W/.r Mlx. sePARARon vunEs ;'CENTERMATES W T9 cuss 2- ' �. ERTERIOR ACCESS SIDE r'� .:INTERIOR ACCESS SIDE ($EE SCHEWLE) M. -- ------ --- ------------------------ — — �` 21 21 r. - ,I 27--------� -- -3I/4. T W3'V(6'Mim) 24 - --- - - YA HV BLADE SLACK DETAI HVF r 6 ,/a• I"z SLACK **� AA t11� FLORIDA 8i `(G�n nc�//`�� 0xOt710.1ECC. INC. . ............ iT-Teco A.S.S.A. WILD TESTING & ENGINEERING COMPANY American ShuHer Systems 4 9]55 k4. ]6N. St- 54.:AA NPCML Y✓App$, Ra9/. ]31! Association, Inc, (305)e71-I5» Pou I")a....... 4268 Westmads Drive Q n'', (.;' 4e ,3 •-mul: 6uamam.e°m West P017n Beach, FL 33407 `tsq�- 4F�N1V i M. A MMr lr. P.E P.E. SEAC IOREiDA1T rwrrox Ut. 1 44167 pup I -� bh tEND7H F I' MUST PENETRATE .250' 3]3' 1• ' aw- "�� 7/4'9-20 THREADS 43 t /4"0 ELCO CITION PRODUCTS FAll-LOK HD COMPONENTS SCNL 3/8-a I' aN taCAO AT I2 In NE<nER/sl Oros EW Y SIDE CONNECTION TO TRACK 1 2017 EASTERN MEIN SUPPLY, INC. Accordion Shutter System HV. MADE #1 W/ OR W/b RV. WNDOW RAM !AWING No 17-107