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HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. BERM M.V. ACCONDION SHUTTER SYSTEM SHOWN ON MIS PRODUCT EVALUATION DOCUMENT (RED:) HAS BEEN VERIFIED FOR COMVWWCE IN A I;DMCE DORM TILE 2D1] (6N EORImR) OF THE FLORIW BUILDING CODE THIS I.000RDMN SHUTTER SYSTEM SHPLL NOT BE. INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LEADS !W41. BE DETERMINED IS PER SECTION IWO OF ME ABOVE MENTIONED COOE,:FOR A BASIC WIND SPEED REOUREO SY WE JURS ICTDN MERE SHUTTER WILL BE INSCLLIFD WRNA DIRECIIONADT FACTOR K4-0.85, USING ASCE 7-10 MO SMAL NOT UCUO ME MAKIMUM (AS.D.T DESIGN, PRESSURE PARINGS -INDICATED ON SHEETS 11 iWRU 15. 19 & 20. IN ORDER TO MIN ME ABOVE. CONDITION, ULTILIATE DESIGN AND LOADS DETERMINED PER N CE 7-10 SHM.L. BE FIRST REDUCED TO ASD, DESIGN WHO SUDS W MULTIPLYING THEM BY 0.6 IN OROERIO COMPARE THESE W/.COX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15, 18 &. W, IN CROW TO MIN MIO COMPONENTS MD ANCHORS ON MIS P.E.D., K TESTED. WERE NOT OVER STRESSED, A 33 R INCREASE. W ALLOWABLE STRESS FOR WIND.LOADS W/S NGE USED IN THEIR MIALYSIS HOWEVER, AMo COMMON MITI CD-1.00 W0.5 USED FOR MITI OF FASTENERS N WOW. 9MIIIA HV- ACCORDION SHUTTER SSTEN'S ADEQUACY FOR WHO ME) LARGE MISSILE MPACT LEA, , BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED WOE M PER AM REFORM -FW Bb E 0 /OS1A.01-01, 10715.01-03, JIM4.01-05: 1121COI-05, JW17.02-00, 00609.01-10 MD 10210.01-11 M PER TES-201, TM-11 AND TAB-20 PROWCOIS MO ASM E-I6B6 MD E-1996 SIµTMROS (MISSILE LfliL D. WIND. ZONES 1, 2 & 3) & 01220.01-10 AS PER 1' 201..203 &.203 PROTOCOLS LARGE MISSILE. -W WINDOW PIADE O (USG I-OB AS PER ASTH E-111 ANTI E-1116 (MISSILE 1EVEL C, WHO INCHES 1, 2,.31 UNIDO PROTECTION ONLY AND 1 0725.01-88 AS PER TAG W2 PROTOCOL Y. W BLMEOMD W WINDOW BLADE © ARE ENCOMIUM TO WIN IN UN60N CORN MEN OTHER UNDER ME GENERAL. UMRATWNS MDCONDITIONSOF USE INDICATED ON SHEET 19 S. BFRiHA H.V. /CCOROION PING (MA SCREWS), USED AT BLADES NNUM E µD FOR DIRECT MOUNT CONNECTION TO MUMS SRN!. BE 0142.75" M0 1141J75' RESPECTNELY, 410-W MINIMUM SEINES MKLESS STEEL SERUM MN 135.0 kal YIELD SWENGICH AND ]Do WI TETI STRENGTH. PINS SNAIL BE EWTED WITH BERTHA' W DACRROSHIE1D COATING SYSTEM 0.5 MµUFACfUWL W gPPRaYEp COATING APPLICA10R5, REGISTERED WITH AMERHAN SHUTTER SYSTEMS. µSWWTION. PINS MUST BEAT THE KV'WRDNG ON THEIR HEN. 4. ALL AWMMUM E)CRUSNNIS SHkLL BE AWMINUM ASSOCKTNN ALLaF AND TEMPER AS INMGLkD aN SHEETS 2 VINO 3. MNIMW MEW STR,ENCM FOR 60111 PLLOY IS 30.0 Cal MD 35.7 Wi MR .5-M AM.OY. 6. ALL SCREWS TO BE STNNUSS STEEL 304 OR 310 AO SERIES. OR CORROSION RESISTANT COATED CARBON SEOUL AS PER DIN SW18 WITH 50 ksi MIN. YIELD STRENGTH MO 90 kai MW. TENSILE UIRMGM, AND SHALL COMPLY W/ FLORTA BUILDING. CODE SECTION 2411.32.4. 6, BOLTS TO BE A5714 MM7 CALVMIZW STEEL, OR NCI 304 OR 316 SERIES STANIESS STEEL WITH 35 W MINIMUM HEIR STRENGTH. ]. SEE THE FOLLOWNC "GETS FOR ANCHOR SPECIFIFARONS: HV BODE 0 : 12,13.14.15 MD 20 W GLADE 0 & 6 WORKING W UN60N: 12. 13 &15 B. MIS BERTHA N.V. ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT 16779,562. CONPoNENIB OF THIS MPROVA,. ERE COVERED,. W WHOLE OR IN PART BY L.S. PATENT I5'45B, q9 ISSUED TO EASTERN METAL SUPPLY. VC. 9. R STO L. BE ME RESPONSECIITT OF ME CONTRACTOR TO MIF! ME SOUNDNESS OF ME STRUMPE WHERE SHUTTER IS TO BE AtTACHEO t0 INSURE PROPER MMORAOE CONIACTOR TO REAI/CAR-< ILL SHUTTER COMPONENT EDGES WINCH REMAN, MRU FASIEUNG IN CONTINUOUS CONTACT WIN THE DUILOINC TO PREVENT WINO/RAN INTRUSION TO. ETCH UNIT MUST BEM PERMANENT CBE. IN . VIABLE PLACE VCH IYARNMG NOIEi DURING PERIODS OF HURWUNE WARNINGS HOME OWNER, IEMANF, OR TIMERS, MUST PROPERLY CLOSE ML W MO NO CENTERNATES MO ENGAGE OR LOCK ALL W MO NO LOCKS I . SHUTTER MMUFACURM'S LABEL SHALL BE LOCATED ON A READILY NEBLE LOCATION AT ACCORDION SHUTTER IN ACCORI VDE IMM SECTION 1709.9,3 OF FLORIN BUILDING CODE. ONE LABEL SIA1 BE PLACED FOR EVERY OPENING. LABELING TO COMITY WITH SECTION 1709.9.2 OF ME FLORM BMIMCHO WOE 12. BERTHA H.V. =OROION SHUTTER SMEARS INSIMUTRN M,,L. WMPLY WITH SPECS INDICTED IN THIS DRAWING PLUS ANY BUILDING µD ZONING RECUTATIONS PROVIDE! BY ME JURISDICTION WHERE PERMIT R APPUEO To. 13. (a) MIS P.E.D. PREPMW BY THIS ENGINEER IS GENERIC MO DOES NOT PROMOE INFORMATION FOR A SIRE SPECIFIC PROJECT; Le. WHERE ME $RE CONDITIONS DEVIATE FROM ME P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE MO INSTAL,1ON INCLUDING LIFE SVEFY OF MILS PCEI BASED ON TI16 P.E.O., PROMOS) HE/SHE DOES NOT VI FROM ME CONDITIONS DETAILED ON US DOCUMENT. CONSTRUCTION SaFEry AT SITE 6'ME CONIRA7OR's RESPONSIBILITY. (a) THG P.". N'11. BE CONSIDERED-H&ALID IF ALTERED BY MY MEDALS (M) SIRE SPECIFIC PROJECTS SHALL BE PRERMED BY A. FLORIDA REGISTERED ENGINEER OR XtCHFIECT WHICH WILL BECOME WE ENGINEER OF RECORD (EGA) MR THE PROJECT AND Mo WILL Be RESPONSIBLE FOR ME PROPER, USE OF THE P.E.D. ENGINEER OF RECORD, ACTING M A DELEGATED ENGINEER TO ME P.ED. ENpNER.SIMLI SUBMIT TO MIS WRR'ME SIZE SPMFC DRAWINGS FOR REVIEW. (e) ORIGINLL P.ED. SHML BEM THE DATE MO ORIOINAL SEll MO SIGNATURE: OF THE PROFESSIONAL ENGINEER OF RECORD MAT PREPARED 0. TABLE OF CONTENTS GENERAL. NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL. SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL. WINDOW BLADE .& WINDOW. DETAIL AREA 2, HIV BLADE n AND HV WINDOW BAD hAIY (WHME APP ICA131 F TYPIM SNUFFER ELEVATION & NOTES ON LOCHS SHEET 5 INSTALLATION DUALS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/6LOCK SHEET ) CENTERHITE DUALS MY .SHEET B CENTERM4TE ALTMNARNG DEEMS W SHEET 9 ENO CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 AWGMUM SPIN TABUS SHEET it ANCHOR SCHEDULE- CONCRETE .& BLOCK SHEET 12 µWORT SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE-. WOOD SHEET 15 INSTALUNON DETAILS M-R, WOOD SHEET 16 INSTAJIATION DUALS S-X, WOOD SHEET 17 MO CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3' HV WINDOW RIADE 1CA TYPICAL SHUTTER ELEVATION AREA 4' HV 'WINDOW BAD n ON ONLY SHEET i9 Y WSTALARON DETAILS, METAL. STUD: WALLS SHEET 20 THIS DRAWING SHALL 1 NLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11 Q�~`-LFj�.E .2.17 TILTOn, IN.. CM17 FASIEM Muk SUPPLY. INC TIER A H. TM SCANNED IL�E o, A.S.S'.A. Accordion Shutter System BY *: HV. MADE #1 W/ CR P/0 RV. WNDOW MADE American Shutter Syslema 1u.N o2scRlPnbx bl UY ♦ TIWi TESTING &ENGINEERING COMPANY GArt DwBm W. e 8t. Lucie County Wb NW Mn a, U. M. M. cVmM REM SL5 Association, Inc: 1 OW 15-085 ]/2]/1 DATE: m/n/n �. H , PNPa (30OIII ISO. F (305)9)1-1511 4268 Westmad. Drive a A` - h UIC-Q.wm 2 DRAWING No `ass/ONALE '' w P 00 0TL671dR. P.E. West Palm Teach, FL 33407 3 17_ 1 07 P F• 41L`ek.ttmXlAYimC /nATr FLORDA Uc 1441V 9 1,,,-T iO HV SGLID BLADE COVERED UNDER US PATENT 8 5458179 HV WINDOW BLADE* LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY .AND TEMPER 5' fi 6' ©HV ADJ. FLOOR`TRACK QUALIFIED FOR BLADEUE W/ FN 1 6063-TS ALLOY A.D TEMPER 1.90' 063' 093• �O 670 L6BB• L 3s—etl_ 1 11 HV CEILING HEADER 0 IFIED FOR USE W/ HV BL1DE i ONLY. SEE SECTIONS POR VALID 6063-T6 ALLOY AND TEMPER JL1 MN:N NN'Y MNL Y 1• .cu' 1® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (1) 6063-76 ALLOY A D TEMPER Pa 4• A,44� (3)HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADED 6005-15 ALLOY AND TEMPER a• AB6 TYP.) O7 HV ADJ. ADAPTER W/LP QUALIFIED TOR USE W/HV BLADE 6063-76 ALLOY AND TEMPER nn VaMV t• t uo.. 8 r 3 $ mz .100 w 627 0 1e s7D l'9 HV HEAD/ER/SILL (, QUALIFIED BORT6 SAl[AY A 0 ©E DE I ONLY ALUMINUM ANGLES QUALIFIED FO USE W/ HB BLADE ONLY. 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Ca s• R x g Vo HVoWALK-OER TRACK QUALIFIED FOR U$E W/ HV BADE 1 AL 6063-16 LOY A TEMPER J• 6ID. ,rya. 8 a. 2 • J HD CEILING HEADER/ QUALIFIED. FOR USE W/ My BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-TG ALLOY AND TEMPER COMPONENT A B Tt T2 Q 2• 5•.MAY. 1/8' 1/8' (1) 2• 5-MAC 0.192' 0.19V IB -- 2.5' 7' MAY. 0,90' 0.190' I� 2' 3' NAY.I`0.139• 0.131' t e �5 NV ED M 0' STARTER MY BLADE LADQUALIFIED .USE W/ 6063-T6 ALLOY AND TEMPER 6 • 894' a 6f$ to -f.Bsa T9 HV TRENCH TRACK QUALIFIED FOR USE V// HV BLADE (I ONLY. 6063sib ALLOY AND TEMPER VARIES 1.936' H;4 S 14 AEI /SI LD WALLHEADR L/SILL OUALIHLO FOR USE W/ -HV BLADE 01 ONLY. 6063-TG ALLOT AND TEMPER x I 2' 2' 0.125' 3• r oc9a•. l CORNER POSTS ALIFlEO FOR USE W/ HV BLADE AND 6063-T6 ALLOYYAND TEMPER (19 HV RAINGF1y ARD OUALIFIED FOR (U(��11 ))E W/ HV 6063-T6 BLOYEAAO TEMPER. ' tLl1, d'tCn, flq -- ucENSy 21 �,� •�, Q% TATE QF IL S S/ (�� (�[�f`�`'� (11 D C NiIYI TIn��AS[ /nniC 0.17 NLTLO% INa �C p A �S�S�A� American Shutter Systems A8saalafle n, 'Intl 4288 Westroatls Drive West Palm BeachND', FL 33407 02017 EASTERN LED% SUPPLY, INC.. BER A TM Accordion Shutter System HV BLADE /ft W/ OR W/0 HV. wmw WADE 71WT TESTING k ENGINEERING COMPANY 6J556'.M^ J. u "., M Nu BAR a." nARon m� (oasR7-1s3o . ry : (SosLen-1ss1 ®II�9 °'^ W4IFPA TWIT JC PE ROR Lk: 1 HI67 Lv. n lxsnwnax WE 6RArm a,: Lt' 1 OLD 19-065 /2T/1 MM W/27/17 2 s DRAWING No �1 I/��OI cuccT I 5 �x. -9 �• RAi m g oer P.0 2.7 HV CENTERMATE QUALFIED R USE YI/ HV BLADE lO& IA ONLY 6063-TO ALLOY AND TEMPER rUsl —ane, PUNT, ': FRONT D"AT*N © LOCKER FOR "T" LOCK CENTERMATc QUALIFIED FOR USE W/ NV BLADED ONLY 6063-T6 ALLOY AND TEMPER 1.91 O6J' 214' g,v 3Q HD-CENTERM W NI=M ROD QUALIFIED 76 ALLOY AND HV BLADE 1 & ' A 6063-T6 ALLOY AND TEMPER vPFES IS' MIN. 1/N• p-]095 OR ]/pY-16 I m �'AoM RNuu6scPEWs ,II /oaulsl ® LOCKING RODS QUALIFIED FOR USE. W/ HV BLADEQI � 6063-TG ALLOY AND TEMPER 0 fja'INSTALLATION WILL REQUIRE A 711C HOLE O51ILED AT TRACKS FOR PROPER EMBEDMENT 2 EIV FLOATING C OUAAO�fiiED FOR USE W/ HV 1 6063-T6 ALLOY AND o n di HV MALE 'T' LOCK CE QUALIFI60ITT6 USE W/AND TBMWRE I ONLY 6063-T6ALLOY 'AND TEMPER 81 �T IA'-zea ap•-20 ¢ utt MT IEM 1NPFw^{0 pjyyp pyye Sa V.9. pay pWp�" la TN) 8' .JIB HUtS (YJNOER M xfl5. (pgOK S' m OUALIFIED FOR. SE W/ HV GLADE Q& ONLY. ].I61 2 3 1 #33 HD. CENTER QUALIFIED FOR USE VI/ NV DLAOE. I & r 6063-i6 ALLOY AANO LENPER �I/ab 02017 X.O01 I.e. 1`Z * TILUT TESTING & ENGINEERING COMPANY 1 4LSS Nw.. UlN R. 9:a]W.'i'i "A IIpiCA AS C At Pnme :. (]es)e2i-Isw., iaA: (]aslan-ml � 2 _P a ® HV "T" LOCK OVAUFlED FORUSE W/HV DI-ADE01 ONLY. 1 A'-20 E . wrnxc Dww "exm vAmm 0& MOSS LYLRNEP fe+flowE N1P01 ® HV EGRESS LOCK QUALIFIEO FOR USE W/ W BLADE IQ & ® ONLY. SW 00. S B- PlAsnc NTAD ^ SLREW f A 360'AfiER RPhTNG 1/4"9-20 X 3/4" BEPOFE RrvE11N0 S.S. TH MBS REW 1/4"9-20 RIVNIJI "SebES W. NLHnuu 002-n AU(W) VA6E NNGE SX'N S M NIRSOD, PART /. 0820. AS WWufKRORm BY AV CAFAM TDRAP, PPRyPPef/.NI,NJFN9EY A]O9( Bq EpWy. ® HV ALTERNATIVE LOCK OUAUFIEDFO$ USE EME t ONLY. ® ND LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOfOlK BOLT LOCI(. QUALIFIED FOR USE W/ HV BLADE& 0 A.S.S.A. American Shutter Systems Assoclatlon, Inc, 4268 Weslroad, Drive West Palm Beach. FL 33407 IKE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV C11 HV �A 1D HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING 3® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® NV WHEEL CARRIAGE AISI 302-303 SERIES OA70°a3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #B HEAD a ® HV 2 3/4' ACCORDION PIN W/ J'8 HEAD s ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR HV 9 BLADE. K s (2) HV PIN ®MAY BE USED IN UEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION. SYSTEM W/ HV iQ BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. '(3) HV PIN ® OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 0201/ Marco, wt. LT E-I O TILUT TESTING & ENGINEE .1 N... Mll S4 Sti d N. ft nl : 0051071-1530.. raz i1W1 J.. P,E. RIOR �625' BLADE IBlS'06 F. M25s 0805• POLYCARBONATE SOURCES FOR �� rmwnn Awuumr RMMVO IREaNR x�at m.�/.¢'i eavu: vast aumr Aav om2 onw a! ' oas Mom' avlAaw: mrsnt mm savuln nsm oea enw r+:. v.sro o-.v Puuw savmx a nm mxwu uarx�s Am a'. Asn ovw vv.vvo P.[ a.smo w ffietc wmaossoo nv�P mse Ie a-n/�+ a rt-mom sxx[ oExsm /sn mu3 .)2 a au a Prx aa[. o< eaves Am, oem. .:� mr txmcv ulu olvzv lowx Y w'r 1. men®m: lsxsvr axoxlx wlw rEaxolx: Rx4[ 51apy 06b3 FLTQpp& .unr mss an e3s /$ry 6a vim wr 8a6� PJ: eaw P•+ Ba[p yy1. A.S.S.A. American ShuNer Systsma Association, Inc. 4268. Westroads Drive West Palm Beach, FL 33407 OR iNC. No �• a n r u a *NOTES ON HV 'LOCKS AND CENTERMATES, .go.l{5�a� 1. MANDATORY CONDTION /I. ONE HV LOCK.(y at 0 SHALL BE USED AT 1/2 Of SHUTTER SPAN MR ANY SPAN OR 12' ABOVE OR BFj,OW T(2 OF SHUTTER SPAN FOR SPANS UP T0105', ANOfOR INST TONS T ANY Ir�7�'��i1s�T��Tii,�i7l�!)_!1♦ 1_7_ I'I NCI I_ I_ I iIOliYli �" �• ©' ©' 0' �' ©' Q' �' � 0' �' r Qr Qr ©r pr TYPICAL ( HHV BLADE SHUTTER ELEVATION N.T,S. ELEVATION. I LOCK er. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO il OR 4 CENIEWA4TES W/(2) I/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 1YPICN. S.m. ELEVATION. 2,§210D EON. �1. IF DESWEO, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS GS , OR �.4 MAY BE USED. AS AN INSIDE OR OU SIDE LOCK. CONNECTION OF LOCKSTO CENTE euel �r OR 00�� SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION. 3. l21S LImT W(AI I HV. Lm ..1•: LOCKING I I ARE NOT REQUIRED AT'HURRICANE POSITION, BUT MAY BE USEDIF DESIRED TO ENHANCE SHUTTER PERFO MANGE LOCKING R005 PV OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MAtaA�L OMMON_02T ONE HV LOCK 0 0 SHALL BE. USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. NV LOCK or 0 SHLLL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED 1D &S CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FAT HEAD S.S. MS. TWO LOCKING RODS 1@ AT TOP &.801TON SHALL BE USED. LOCATION OF LOCK: SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. B, 5s ONE ALT[RNAI I LOCK MAY BE USED IN UEV OF IN LOCK or iOR ANY SPAN AND Yi INST IATIONS AT N11'ELEVARON. AL NKTE LOCK NAV BE USED AS AN N51D OROUTSIDE LOCK: ATTACHMENT - OF 1/C0-2Ux3/4' SS.. THUMBSCREW TO OR �CENTERMATES SHALL BE MADE W/ 1/4'0-200/4' ALUM. bg� RNNUT AS SHOWN ON SECTION HVE, SHEETS. ONE LOCK SHALL BE USED AF 1/2 OF SHUTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6, MANDATORY CONDIRON 03 MR IRECSIDNE MOUNTING TI ONE HV LOCK (D �,'S` or:0 SHALL. BE USED AT 1/2 OF SHUTTER $PAN FOR. ANY SPAN OR 12' ABOVE OR BELOW 1/2. OF SHUTTER SPAN FOR SPANS UP TO 960; AND FOR INSTALLATIONS AT ANY ELEVATION. KV LOCK 0 or 0 or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0) or @ SrMMETRICQ CENTERMATES 111(2) 1/4'-20 x 1/2' LONG FLAT HEAD S5. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 w/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY, OF CORNER CENTERMATE F.®^ ^' ••• M Ku AaM! INSIDE On OUTSIDE LOCK ATTACHMENT OF LOCK INCLUDES USING RONFO0.CINC LOC AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED To CENTERMATES O. AND I W/ 1/4<1K 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ I/4'0-20K1' SS.M.S. Ni A 1/4'0x D/B'AIYNUE LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MDSPAN, USE OF TWO LOCKING RODS 0 TOP AND-BOTOM R MANDATORY, 'NOTES ONHD LOCKS.& CENx E. __ T RMATES: 1 No IT w/xo rnnraMA�TFs Al OR W/(�� ME ALTERNATE HD LOCK T� MAYBf USED IN UEV OF HJ LOa(S OR(0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, ALTERNATE HD LOCK 04 MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HD LOCK t TO 0IS W/ ] IS x 3/8' Rill, SSM S., AND INCLUDES RBNFORCEI.NHT INSERT AS SHOWN ON SFGTIOxS HDO-NVS AND HDC-Hrl SNEER 10. LACK MAY BE INSTAllFD AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL �./ OM17 TIL]EfA, WC. ` -.1 i A FLT U- , 1! * ' TILLIT TESTING & ENGINEERING' COMPANY A\ d55.µw. J6x1. SL, SI<. yJS. NadM4CWp•Jq {1ppM ]; A Fna,<: (]Bslsilamo . Fc.: nosren-1v1 ' Rol I I A.S.S.A. American Shutter Systems Association, Inc. 4268 Westimi Drive West Palm Beach, FL 33407 L 1 .. --CONCRETE ANCHORS (SEE SCNEDUEE DN SHM 13) -1©1B �A IPrniDr[ryeuwwwc®av sxmn I• Alin. I�.'0-20.JJ EO E USING fl 1 SC 0 12' D.C. ce n5 M... nNG I (SEE SCHEDULE ON SHEET II) 't ! I A55—; L.11[ _ `J HV WALL HEADER INSTALLATION + KEYSTONE ON O.C. (SEE. SCHEDULE ON SNEET'I,)--- ©. HV WALL HEADER INSTALLATION _ NIN. sEPx R =. iD GULA (SEC SCHEOUIE ON SHEET 11) OPIIONN. t/2! 19 � L1�1'0-20pJ)6' / CDNCREIE M'CNDfls Ss. PIIIWPS iPUss MEM A4CHME POURED WNCflETE (SEE SCHEDULE MJ SHEET IJ) SCREW$ µ� 1/!'-20 NUIR O IP' O.L. OR CONCRETE BLOCK REQUIRED POURED CONCRETE) si¢r:r is)N�NN OF HV WALL SILL INSTALLATION OR CONCRETE CLACK WAIL REQUIRED O. HY WALL SILL INSTALLATION NOTE FOP COUSNATbA OF SECTOR I_ SEE SLIM N FOR riskµ, SNUTTER E. D. e EOoE DISTANCE - INSTALLATION DETAILS W/ 1SMKY MOUNTING SECnONS W CC COMWINED , (SEE SPECIi1CAMINS ON SHEET iJ) e8UDE ®aiN91OEEPTUI9 fOR `IJ FT V BLADE ' IN ANY WAY TO SUIT !NY INSTµ1ATION, J AA/ )� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone -^ sF 4 '• •� A° 02017TLTECD. INC. (� TILNT TESTING' & ENGINEERING COMP ANT N,W J m s a...ive. ev>rui. vJxvo{x, eIOPN. 11s (Jm)ml-uiD . Fn. • (JDs)en-nJ1 mal: cl..ReRM oom a-vowvm MMA U`tma's] A.S.S.A. American Shutter Systems AssoclaHon, Ina 4268 Westrocds Drive West Palm Beach,FL 33407... 02017 r15TERN NETAL SUPPLY. INC. B H M Accordion Shutter System KV. RADE #1 W/ OR W/O RV WIN W RAVE otu Bry LG sPnm. /ONALE,e y N..•••rP.E.'SEAL/SIGNATURE/DATE Mdogre @ HV FLOOR INSTALLATION t WASHER HEAD' 12' O.C. 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C. _ _ f , i IJ4° I j�� /.�1/4'trf W/4" SS. xS 1 US M, 1/4'�20 nlll5 1 SHEET 14) ry __ �r2 Nvz. �J�!' O 13' OG f 1 % afl lB IJi. LI' t% i8 MST. IYJN SIPW'IIIPIl i�OMIN. 1RIx (DFMMIIVE / SS•/ / it T ) 7/II v 19/e /• '`/ J/ f '� r/ / r f / "r ED SORETAR or• f➢PUCABIEf —CONCRETE ANCHOR$ SEE SCHEDULE ON / BEfNOIF 1](0) L 1 sW /14 ]/4' i.H. S.D.S. O 9 OG PIxI(® C0x0@"R :'-Rmumrn / ED, ,L Op LOCRRIE OWCK SHEET ON SHEET' I PoURED CONCRETE ON SHEET 13N,) oPIIONAL POURED CONCRETE --•—�--'Z^—=� REQUIRED (8 HV WALL FLOOR INSTALLATION OR CONCRETE BLOCK REQUIRED N ® KEYSTONE MOUNTING IN TA eTION J REOUIRE9 © HV WALL WALK -OVER INSTALLATION wmuM Aza o-M PR-UR M. n P4 QJ HV RAINGUARD INSTALLATION YAYDNY M, 6.-D. t nog; NOIF RIR fONP NA[py Df �ECLgX<:. t THIS INSIALUMIN SHALL BE • L D. m FDLE'OISTPNCE AEI/DJRBL[ wNEN PEISORNEO 1- SEE SHFR s CDR TYPICAL SHUTIFF ASSEMBLY (SE[. SPECIFlGigxS ON PIER I]) OR ENTRANCEµ OPERABLE. IXR O BS�fM111TAtlNN5l1ERV19 FOR �� INSTALLATION DETAILS W/ � 2- MWNIWD SECIIONSG' M BE COM&NEO HV BLADE w ANY wnY To SUIT ANY INBTAw.uON. 11 A. r "-_� FLORIDA BIIIIDING'COM (Non High Velocity Hurricane Zone .2019 RLTELO. INC. 02017 Et9ERN META: SUPPLY, INC Tq p tM— Accordion Shutter System . NV. BADE1 W/ CR W/0 NV. NIN)Ek/ 860E '9 O TILUT TESTING & ENGINEERING COMPANY ARIerIC0T1 Shutter Systems FV, DFSOfImIDx .DAY[ DR1MT im Lc 0 P:A L4Y1 66n HW ]6A.+ T. IDs: 4uau4 cN6C4 FLOl.]]ID ASBOCIGtIOT1, Inc. 1 OLD 15-OBS J/3J/1 Dxnt OJ/2J/17 ' 6„j111L ONALEN P1ron f]D5)aJi-® p m .wT]Os>aTl-lidf West zPat,. Beach, F. 3340J DRAWING No. 6o'x P.E. MV.JLR A TIULT ". P. ] 4 - 1 / P.E.SEAL/SIGNATURE/DATE I ruse(µ Uc, 144167 3 SHEET 6 20 DETAILS N SHEETS 10 $ 18 ME Nom' ax LocOxc RaasQ ,. m Lads© e.Q IN ( Ezlsnxc cross INSTALLATIONS W/ � HV M'LCCx®aR SHEET S. OUT Rn **.0WERMn / B—Z 61IGK CV- IM• 4 Y.WD MR.. 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SLACK I F oUT (C :RIDR) HVE HVF** HVD — ,,aI11,. FLORIDA BUILDING CODE Hon High Velocity HUrriCOne Zone � a 02017 TLTECO. Ma. 02D17 EVRON METAL SUPPLY. INC. ERT 4A VTN Accordion Shutter System a l � L� A S S A T F% ¢ TILLIT TESTING & ENGINEERING COMPANY ■ ■ ■ ■ American Shuker Systems HV. RAGE $1 W/ CR W/D HV. WNW RAX e,,.x mos "N DArz oruxN. er: Lc. .( ; ,\\ .. Ns s sL su...� w pw1., 1. Oil - Assocta}ion, Ina.. I am is-De5 /P/1 DAre o)/2)/p P— (305))0]1"530 E :. g(mW)0]t-I:II Ee-aDDene ` 4268 Westroods Drive West Palm Beach, FL 33407 \ 1 y,1 I1 TONAL e a DRAYlING No 1 �/ �/ Ar•„I,I SEAL�SIGNAIDRE/DATE WKIEa.Ar RJ,, PL rLOROA Ut. 1 1116T a 1/—�0/ g -1 1SHEET ALTERNATE STi TO "" LOCK HY MALEZEEMALE '61e LOCKS CENTERMATES LOCKERS 24 W/ (1) HV BLADE + SEE ENO rrrCONNECTION bErAIM ON SHEETS to k to OUT IN /I BWd061LL ttK M. WG 6 o F 8. ®0'O.O'� O ®v wa rat •s uwwcu EWaMa OPnE®oE*u. emo-xw . 6 ] 8 a 0 • iueG1FD px ltps S@i, wr aE usmwimn�e •LilVu � Ic•6Say�.531aA'il.Asl. non 6neL xw rssRar. * SFE NaIE 6 PoR 1N LOLK® , (zo�6 .Y T, La:%. ON SNRT 5. 1—4..•Nu1W LL .-n eua�wuxn.wcslx:x sRc1 xarsLm. wm I aem. Js PMN!/LNIFO a uon cxLnx. ronmx, vnxsrov¢xr, � Joxn mw4 m Ewe. i ©0 HV T' LOCK (OUTSIDE) INSTALLATION n HV BLADE Wf HD CENTERMATES M ilk . lj ,r 11� I7t�+ti� II Kell®� 2 SYMMETRICAL H0 CE R �• EVG* W%& 0 K =T RJM ozon ncttso, iNe fi�E O I ILLIT TESTING N. OGINEERING COMPANr U ke. 3. St S.TA. WP. Ilp+b. &} h Ma! J,. P.E. R RQA � 144167 A.S.S.A. Americen ShuHer Systems Assocrotlon; Inc. 4268 Westroads Drive West Paba Beach, FL 33407 VC .SYMMETRICAL HD CENTERMATES By LOCK (INTERIOR). sc wmw Loomm waz®6 ro®Lws w aim s umavina.>us a.x® mA xvo-Rm 6 wm m •u aximwm ...uwro:nxmL.ewEO HV. WC. No CONCRETE A a IE [ i (iOC4RE AT OTR "SIDE OF 5�) AI0,I/2' SM.S o Is" D.C. OR E%ISTNG G S 1-_r---S SEE DUAL K FOR SIDE CONNECTION T9 TRACKS N DETA® END CONNECTION D TAI ETAIL�1 END 'CONNECTION DETAIL 20 03 POURED CONCRETE OR EXISTING GU55 CONCRETE BLOCK WALL UISRNO n° REOUIRED _ GLASS Q. fF I Mx 4PA41Ta1 w¢nu als£fT ✓ a 16' OC Wl 5 mVION I IN F6tflA9EQu0 CONCRETE y/ SEE ll/2' MW. To ONE( i I �FJfISTING -r xnx smenA OR & - POURED CONCRETE OR CONCRETE BLOCK WALL REOLRREO END CONNECTION DETAIL SQ L SS ING—ri T- -II OR O' MIX, I' ICABLE�Aa0'-2' A CUf'. ANGLENGUS ' ALL)Y) AT WONEIGM- ITAP SMS. Took } TAPCONS ANCHOflS t0/ I' O.C: (LOCATE AT DE OFQ ) bOR®OR(DOR ��L���� y ♦ SLADE AONNSNEEi fOR p�� �OR�®OR�OR�OR j� 31EW PLAN DETAIL X i�4®•€� ©•©, END INSTAELATION 0.0-0'0'0- O HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL oao19 TiiTEw, wa. IL ECO(Na. *; !• �i NUTT TESTING $ ENGINEERING COMPANY A.S S ■A. American Shekar Systems AssaclaHan, Ina. 4268 Westra6ds Drive West Palm Beach, FL 33407 Accordion Shutter Systl H.V. EIADE j1 W/ OR W/0 H.V. WINDOW MAD w. x Pe,rnlPnox 'oA¢ Owrm ar: L.c i OLD IS-088 )/D/I oAID 2), >• B ORAWINC No 17-1D ' SHEEi n/ "'C "A" 0 ar V or or 140 LOCK ® W/ NO LOCKING RODS Or CENTERMA r�'.. 28® 29 W/ ONE H4J'T' LOCK 30 W/TWO LO `BOK NG RODS 35 TOP &BOTTOM MEE N, DoxLrdBy.t Iso ixsrAugnoxs 0 ao. 0.9W .� IYALL MOUNTING nDOR/CEIUNG bFJ MouNTnG Fm-) MAXIMUM SHUTTER SPAN' "L+" OR "L--" (ft.) FOR W/ NO VOCKTNG (SEE NOTES nWR/CfLMG NOUNIING MAXIMUM SHUTTER" SPAN* "L+' R 'L= (ft.) INSTALLATIONS W & fW/ ONE " LOCKS OR W/NO LOCKING OOS (VIVID FOR MOUNTNG.�Jt GREET n CONCRETE ..C. CONN INSfAMATI0N5 R pA}�gPrt 1LO197C- I`G.NWMME u.) OR (n W •). fLWR :NMIIII,- H IN - IN JO 16'-0• 1 35 16'-21 Iw-IC 6'-10" 40 14'-2' IS•-r 45 13'-C 14'-]" 50 12•-r 1-' --55 It'-1• II'-tt• 60 60 I0'-0' BS 9'-S' Iw_r IG'-1' 70 8'-9" R-C 75 8'-1. IN4A1IaTl,� ON�ENp CONCRETE & WOOD MANSORY WALL A. 8, C. D. E, M, N. 0, P, 0. MOUNTING F. K & L R, S. & V. FLOOR/CEILINO MOUNTING G. H. i I1 J T. U. W& K & M O MAKMUM SHUTTER SPAN "L+" OR 'L= FOR INSTALLATIONS INTO WOOD SHALL BE UNITED TO 105 Pst. &S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE /3 My BE USED AT ALL MOUMINC INSDLIATIONS, LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION ®2 NOTE:05; SKEET S. tt EXCEPT THAT IWYJMUM SHUTTER SPAN 'L+• OR Ts-' AND MAXINUJ AS.O.. DESING PRESSURE RATING FORINSfNUATONS INTO CONL•RflE OR CONCRETE'BWCK SHMI BE UNITED AS FGLLWS: T- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64 72 P.s.f, AND 8'-0" SPAN, SEE MOUNTING MQON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRUI 3 1" NOTFC. (1) Li: MAXIMUM ALLOVIAOLE SPAN FOR A GIVEN POSOA'E AGO. DESIGN PRESSURE RATING. L-: MA%, ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE ANOMUM SPAN FOR WALL MOUNDNGS (TOP/BOTTOM) OR FTOOR/CEILING: GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING. UELEHMINE NAOMUM SPAN I+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. OETERNINE MAXIMUM SPAN 'L--' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN G EOLnL TO THE MINIMUM DETERMINED SPAN BETWEEN 'La• AND 'L-'. (3) PROCEDURE 10 DETERMINE UNUMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNNNGS W/ FLOOR/COLING MOUNIINGS: FOR GIVEN POSITIVE AS:D. DESIGN PRESSURE RATING. OETERMINE: Lt+='MAY. SPAN FOR WALL MOUNTING INSTALLATIONS. IE+- MAN. SPAN FOR FLDON/CELLING MOUNONO INSTALLATIONS. FORA NATu1G: WVEN NEGATIVE AS.D, DESIGN PRESSURE DEtERM1NE:. LI-- MAX. SPAN FOR WALL MOUNTING INSFAL ATIONS. Lx-- MAX. SPAN FOR :FLOOR/CEILING MOUNTING INSTALLATIONS, FINAL MAXIMUU ALLOWABLE SPAN IS EQUAL. TO THE MINIMUM BETWEEN'L:N'1 b+;'LI AND -U-' (a) GO TO ANCHOR SCHEDULE WITH FINAL NAKIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATNGTO DETERMINE MAXIMUM ANCHOR SPAGNG. 180 -.6'-6' 4'-8' 6'-0' S'-t0— 160 185 H V BLADE TITS 6'-5' 4'-6' 6'-T S'-8' 100. 6'-4' +=5' 6'-6" 5'-e' '190 6'-5' W-4' 1:-tl' 4•-5' _195 tl'-3' 4• r 6'-5' S'-5" 195. 200 6'-2' 4'-2" G-4" i-3' `s-r 200 6'-2' 4'-2' 205 6•-r a'-1• 6'-3' : 205 a•-.t' o .�. iT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - t •PA'•. •" 1> �CENgF'. d9 ; CMI7 PLTMO, INC. 0201I EASTERN METAL SUPPLY, INC. — 89RTHA HYT, ' ILT�E C O A.S■S■A■ Accordion Shutter System %'� .5- //�\ `. 1.PE American Shutter $Y91aM3 RV. BLADE #1 W/ OR W/O HV. WNMW BUDE lib! !!! TILMT TESTING &ENGINEERING COMPANY M55 Rw xu IN. 548. CAO nNEPI Af Association, Inc. EY; t pESCRlflrox 01D IS-OBS.1) 01rt OR4NN ¢v: IARy; G, fS yn1 G� Poon (pS)071-1530. Fu: (]OSj6)1-ISJI . F. L�^^ 4768 Weslroode -0rive 2 1'� - ]�a West Polm Beach, PL 3340T s DRAWING NO .S�ONALEN,I' AK AT Ta..PE. 4 1,-107 PG CFd17G1MiST IDC /nnS rLO61A. 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ELEVATION MKSUY.WnOJ To ans '(SEE stlam: O1 sNart 11 FOR BIAOEQ'. THIS 4RT FOR 0/C6oM i wall NITECO. No. 1 E O TILLEY TE61ING A: ENGINEERING COMPANY 64t1 M:•- M0..=L.. St•.:65. NNa0.'AGMrt DE. RMNa• A Pbom : (s05)Bil-15]0.. Far : IGOs)B%°1pl R-mon: waEoo<msam ®-a6De214 WRIEfl 4 TINT J•. P.E. aIORDA Ua. / !!I6) I. Naas, A&D. DESIGN PRBWWJW AAMG; 411D, - 110 P.ur. 2 NNc SHUTTER SAM: or 1 ALOWED MONN11NB4 A SHEETS 6, ); AS Wei. AS �QjMOOUNTINGS M. 0, T. U h�M®ON SHEE15 16 k 17. MY L.-09 W6 Dr& WfXow O01R Opp �N4Ry AT '� CE64 GS'[EWOE a` OPP�W. CEN2RMAYE. s. W NV. IYINDDW BI/UF MYIn/ SNW. Y A M A MWMuM OF s OPENM64 w. Ho1Es) MR a PER A}.SPRINGS SHON11 DH SHFSr !. (A) MIN. C co4tR ce Mg TOP CA VQYA M EDGE OF W N.M. A,MB µH OF .]'0 HW[.FOR SINIl BE 12% (C) FAST Q! LET B E GNENG OUT FROM STAGtF/t" AT MOB MY 6E NV NNDDY BLADE 1 (D) W MOM BODE O MUST BE USED 4TERAAW TO A SWD W BIADEOI THROUMUT SHUTTER'S NDM A, E XT X 61M1L K BE INSTAIILD M VNT TO A sOUD HJ 81.10E 1 AT EIINER. SIDE OF THEY. (F) POLYCNSBOAIE wMoloM 9 5 BE.INSTNlED S1 lnT§�JW� Me FACE OR INTEMAs O. LLY NISFO4LED Me IOCNFDOF MEA UANNG A SETTING TOOL PNOm BY, As, NB. 6. Me IMCNOR SPAGNG SCNFDULF FOR WSDLAMNS INTO Noce FRWF suj N= ON SHEET Is. AS. UNTIED BY SPIN .WO DESIGN WA (am NOTES I k 2 ADME). ). SEE uKROR VP Al,. SCNEM, MR BISLLA c,, G11O PNaOD CONCRETE OR CONCRETE ELOCN WAIL ON WeEas 12 k 11 IS UNTIED BY SP.N me DECON taN (SEE. NOTES 1 k 2 ABOVE). B. MMMUM SFPNUINW TD GLASS SCHO)Ut PER ASM F-1996: WINO ZONE MNIMUM SEPMBON TO WASS THRO s r _ air A.S.S.A. American Shutter .Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 KV. II" 01 W/ O: YANG No 7-107 1 41/2; 0.0.]5-,MG( QF VARIES AST. A-BS> 10 S L V" M..'0-0GXV. l SLUGS Al 1.- 0,0. 0 /A'. onss Iw6A Mn.� 43c ///j 4. 6EEN« MNala6'OG./ O6' kX15NiG cUSSMIN. SEPARATION f EETO Gusss %I^i. Cp (SSCHEDULE) A; t •I # T FOR BERTHA(1) HV 81 ME 6CrQRQI0N SHI 11TER 5MEM INCTALIATION I.Q MUAL STUD WA" 1, MAX. AS.D. DESIGN PRESSURE RATING: +75, - 75 (psi) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: @ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 IG^ LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE.. :I\IIIM 1 GJ lL 1/ +12.00a" MOa.� 1/4"9 NOMINAL ALUMINUM VE 6063-T5 ALLOY SEPARATION TO GLASS cry' ❑I II F S _ 3.000•— M., WIND ZONE MINIMUM ASfM E-1996. SEPARATION TO GLASS 1 MflU 3 1^ 4 4' LW W BLADE SLACK DETAIL HVF IS ALSO VALID FOR 12 CENTERMATE 5 APPLICATION WITH BLADE iQ w 43b uln1 t/2'v OD]5' 110CK 9NLE5.`' . 0.5A1 A-03 GRACEAa 2 NdN, ® 6` O.C. a_,, W.V, sma 1 MET& STUDS AT IS- O.C. M ,I. MS WALL HEADER/SILL INSTALLATION _-ExIsaRG FwrsN As APPub9LE (1YP, TOP h. BOTTOM) t1---- --- -- --AF-AL ----- -:-1—��LEE sx EENCIu � i' 43 1/4"g-2pX3" 6oLr MUST PENETRATE 3c 1' .3]3' - -L.050' 1/4^e-20 THkFA04 43 1/4"® ELM CONSTRIXTION PRODUCTS FAB-LOK HD I COMPONENTS " % CENTERMATES W/., ' CENTERMATE.y�W ra cussIGN z• n / �" > IGN FG EYs oN E%TERIOR ACCESS SIDE::" ?i ,'.'INTERIOR ACC E$ SIDE (SfE SCHOULE) VMa.B j INTEWDR A E%tERIDR rx4 —__ — -- — _ — — — — ----- a 1 21 21 21 21 1 2)42 ! I Lau D AT 12 4 12 WHIM me 3 1/4' (}yP.)_8 J (8' Mi..) �L SIDE CONNECTION TO TRACK (coot) -I 9•- a 1/2' MAN. WON ##__.. HYA yy00 BLeDE SLACK DETAIL HVF ,n•'V,l^ . FLORIDA BUILDING CODE(Non High. Velocity Hurricane Zone I, } 14 ..... ✓ O]OI) 1LLfll0, M. �+ ®]01'1 F15IEPN NErgL SUPPL`Y.' INC: cENs` 9 A■aS■$■A■ BERnSiK�i S Accordion Shutter System > MTV HY. BALE #1 W/OR W/D HK N1W01l BhLE te TIWAmerican Shutr S tome T TESTING k ENGINEERING COMPANY Y n. x o[scmnnex oAtt ow:wx eT; is A ens nx G5u 5I 5 :ns, .mvu cwoMii wea. u, A850CIn}ten, Inc.s, OLD 15-085 )/]T/I w1E a]/P/IT ,� PnaM (SOAA71 Ism . F i (305)87-1531 4208 Westroods Drive QF. FLD,rizwe Isom West Palm Beach. FL 33407 s DRAWING No �A C^sp�'\ ' "&TFN A .1 Y. RE. A 1 7— 1 O / P.E. SEAL7^arnAvlgRF%DATE. nart®A e:c. ! aaleT s SHEET 6 vn nr "n Al North Beach Complex LLC 1012 Shorewinds Drive Fort Pierce, FL 34949 RECEIVED APR 12 2018 ST. Lucie County, Permitting Rear WZ P3 *� X5 1wU el -I Og Front North Beach Complex LLC RECEIVED 1012 Shorewinds Drive APR 12 2010 Fort Pierce, FL 34949 gT, Lytle EednEy, Permitting_ OPENING WIDTH HEIGHT # 1 82.25" 68" # 2 121.25" 68" # 3 82.25" 90" # 4 121.50" 68" # 5 46.50" 90" # 6 121.25" 68" # 7 46.50" 90" # 8 121.25" 68" # 9 82.25" 68" # 10 43.25" 44" # 11 43.25" 44" # 12 36.75" 44" # 13 43.25" 44" # 14 43.25" 44"