Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: I. BERTHA HV. ACCORDION STUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEA) HAS BEEN VERIFIED IN' OOMPWNCE 11 ACCORDANCE WITH ME 2017 (6Ltl MATCH) OF ME FLORIOA BUILDING CODE. MIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH 4ELOCRY HURRICANE I NES. AMON AND EMS SHALL BE DETERMINED AS HIM SECRON 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REOWREO BY THE JURISDICTION WHERE SHUTTER WILL BE INSTATED WITH A OIRELTKINApiT FACTOR KE-0.85, USING ASCE 2-10 AND SHAH NOT EXCEED ME 14%IWM NASA.) DESIGN PRESSURE RATINGS MDICATEO ON SHEETS 11 MRU 15. 19 & 20. IN ORDER TO VERIFY TIE ABOVE CONDMON, ULTIMATE DESIGN WIND LOnDS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO 'S.D. DESIGN WINO LEVELS BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX- (ASD) DFSILN PRESSURE RATINGS INDICATED ON SHEETS 11 MIN 15. 19 & 20. IN ORDER TO YELI MAT COMPONENTS AND ANCHORS ON THIS 0.C,D., AS TESLEO, VER ST WERE NOT ERESSED, A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LCUM WAS SD[ USED IN THEIR ANALYSIS, HOWEVER, A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERINGAnON OF FASTENERS IN YIOOD. BEAN, M.V. ACCORDION SHUTTER SYSIEN'S ADVOCACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN WAFTED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PEA ATL REPORTS: -XV BLADE O 10214.01-03. 10171501-03. 1100C 1-05, j1214.01-05, 1017.02-06. #0609.01-10 AND /0210.01-11 AS PER TAS-201, HAS-202 AND TAS-203 PROTOCOLS AND ASDI E-1886 AND E-1996 STANDARDS (MISSILE LEITE I WINO ZONES 1, 2 & 3) & 11220.01-11 AS PER FAS 201. MI & 203 PROTOCOLS LARGE M15SLE. -W WINDOW RUDE © /050501-00 AS 11 ASDA E-111 AND E-1996 (MISSILE LEVEL D. WHO ZONES 1, 2, 3) BASIC PROTECTION ONLY AND ( OT25.01-BB AS PER TAS 202 PROTOWL. 2. HN STAGE 0 ANO W WHOOP BIAOE 0 ME ENGNECRED TO WORK IN UNISON YMH EACH OTHER UNDER THE GENERAL INITATWNS ANTI CONDITIONS OF USE TAUCATEO ON SHEET 19 3. BERTHA H.V. ACCORDION FINS (HY SCREWS). U5W AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914.2J5- AND /IIe1.75• RESPECTNELY. 410-M m141MUM SERFS STAINLESS STEEL SCREYO WHIM 1350 X.i HELD STRENGTH MO IBO IIWITME STRENGTH. PWS SHALL BE COATED WAIN BERTHA W CMCROLUELD COMING SYSTEM ASRMUFACIURED BY APPROVED COATING APPLICATORS. REGISTERED WAN AMERICW SHUTTER SYSTEMS ASSOaNTMN. PINS MUST BEAR ME IN MARKWC ON THEIR NFAO. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOW MD ANDRER AS INDICATED ON SHEDS 2 MD 3. NINO.NM YIELD STRENGTH FOR 6063-T6 ALLOY a We RAT MO 35.T ez1 FOR 6005-TS ALLOT. 5. aA SCREWS TO BE SKINLESS STEEL 3w OR 316 AST SERIES OR CORROSION RESISTANT COATED CMBON STEEL AS PER DIN SAM "111 50 W MIN. YIELD STRENGTH AND 90 bA MIN. TENSILE STRENGTH. AND SHALL COMPLY A/ REDREW BUILDING CODE SECTION 2411.3.3.4. 6, BOLTS TO BE A N A—WZ GALVANIZED MEET., OR a51 304 OR 315 SERIES STAINLESS STEEL WIN 35 RFi MINIMUM YIELD STRENGTH. T. SEE THE FDL01WN0 SHEETS FOR ANCHOR SPE.FGRONS: W BLADE 01 17.13.14,15 MO 20 1N PLACE 0 & 0 WcAGNG W UNISON: 12, 13 & 15 B. THIS BERTHA HV. ACCORDION SHUTTER MIEN BURS A U.S. PAIEM 16-779.582. COMPoNFNIS OF THIS APPROVAL ME CCIUM, M WHOLE OR IN PMi BY U.S.' E.M /5'458,179 ISSUED 10 EASTERN METAL SUPPLY, WC. 9. IT SHALL BE THE R£SPON9BIUIY OF THE CONBUdrOR TO REIGI THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 5 M BE ATTACHED TO MORE PROPER ANCHORME. CONTRACTOR TO SEAE/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, MAU FASTENING IN CONTINUOUS CONTACT WITH ME 6UILDNG r0 PRENEM MNO/RAIN IATIIII0N. 10. EACH UNIT NOV AND OUR E OR LENT ALL µ A VNO L PUCE xllll LYMMNC NME: DURING PERODS OF HURRICANE WMNINGS HOME WAXER• FOMENT. OR OTHERS. MUST PROPERLY CLOSE ALL HV AND NO UNDERRATES UNIT AND ENGAGE OR LOCK ALL HV AN NO LOCKS IL SHUTTER MANMFACNRER'S MEL SHALL BE LOCATED ON A READILY NSIBLE LOCATION Al ACCORDION SHUTTER IN ACCORDANCE VAN SECTION I709.9.3 OF FLORIDA BURDWG CODE ONE LABEL SHALL BE PLACED FOR EVERY ORCUMI LABELING TO COMPLY WIT SMMK 1709.9.2 OF ME FLORIDA BUILDING CODE, 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IOW THIS DRAWING PLUS MY BUILDING AND ZONING REGULATIONS RANGED BY ME MR150KR0H x W;E PLANT IS APPUEO TO. 13. (0) THIS P.E.O. PREPARED BY THIS CNGNEM IS GENERIC AND DOES NOT PMAME DEFORMATION FOR A SIM SPECIFIC PRWECT: Le. WHERE THE SIRE CONDMERS DEVM E FROM THE A.E.D. (E) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, MHCXASE. MO INSTALLATION INCLUDING LIFE WEI OF VEIN PRODUCT. BASED ON THIS P.E.D.. PRGNOW HE/SHE DOES NOT DEAWC MO. ME CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT Sin IS ME CONM UOR•S RESPCN5181LItt. (A) THIS P.E.O. LVTLL BE CONSIDERED PARUID IF ALTERED BY ANY METHS. (4) SHE SPECIFIC PRO ECr5 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT VMRH WILL BECOME ME ENGINEER OF RECORD MelMI THE IMIGI AND WHO %XL BE RESPONSIBLE FOR THE PROPER USE OF WE P.E.O. ENGINEER OF RECORD. ACHING AS A DELEGATED ENGINEER TO ME A.M ENGNEEA SHALL SUBMIT TO M6 LETTER ME SIM SPECIFIC ORAWINGS FOR RENEW. (e) ORIGINAL P.E.O. SILL BEM ONE DATE AND ORIDIIAL SUL MD SIGNATURE OF ME PROFESSIONLL ENOINZER OF RECORD THAT. PREPARED It. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHED 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-14 SHEET TYPICAL LNNg BODE & WINDOW ODaL AREA 2: HV R An Al AND NV WINDOW RLADF AA (WHERE APP I AB F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHED 5 MSTALUOON DUALS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION ODAILS C-M, CONCRETE/RLOCK SHEET 7 CF.NTERMATE DETAILS IN SHEET 8 CENTERIgTE ALTERNI DETAILS HV SHED 9 ENO CONNECTION DETAILS 1-6. WNCRDE/BLOCK SHED 10 MAXIMUM SPAN TABLES SHED I ANCHOR SCHEDULE- CONCRETE & BLOCK SHED 12 ANCHOR SCHEOUTI CONCRETE AT BLOCK SHED 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHED 14 ANCHOR SCHEDULE- WOOD SHED 15 INSTALLATION DETAILS M-R, WOOD SHED 16 INSTALLATION DETAILS S-X, WOOD SHED 17 END CONNECTION DETAILS 7-12 & X. WOOD SHED IS AREA 3• HV WINDOW R AD 1) ON Y TYPICAL SHUTTER ELEVATION SHED 19 AREA 4, HV WINDOW BLADE M0N Y NUALL.ARON ODaLS. MD& SMD WALLS SHED 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED BY St. Lucie County 1' P \4' �•Af O :........... y�. A tiICMNgF' :9 ` z �? }' AIC UY C° ZDrr THAN0q. INC, IL�gc p,,,D. A�S�S�A� American ShuNer 5Y stems Association, Inc. 4268%YTsb0ads Dime West POW, Beach• FL. 33407 62017 EASTERN 1AETAL SURVEY. INC. BERTHA HVTM Accordion ShutterNDDNMASystem HV. MADE N, W/ 0R W/0 HV. VAtOON H/•OE E & TILLIT TESTING ENGINEERING COMPANY 4vs L.'sHP sI sI. sm, MR6,.. CHOAN. A..P..1. (30sjm-151C.(3OI)m1-m1 F m e m:ceaam.cam LB, GGJ6IT6 MRR 'ILLWJ1.PL WnOROA••., w, Ad orscxlrnox 1 Dn6 DR,mF fir: Lc. aED T5-D65 /27/1, _+D F•.�LLAi!�T,{i� • \W17 V ,1 S/0MAL� �1 Oe fCmdCNPfnRilnOr:nnir 2 y ORAVIING No 17-107 eurrr s IS UVVLHtvmcDElT-US PATENT N 5458179 LAr HV WINDOW RLenn LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER p I51" y. r._ OB3' kw3' F— D66' Q b' '! �fi70" LLSes- :' g (IA HV CEILIbIQ H enca ObAUFIED FOR USE W/ HV BLAE(T.ONLY. SEE SECTIONS FOR VALIDITY. 6063-76 ALLOY AND TEMPER M4 %MNYMNL C61' i1 G; SIDE ANGLES / Rv BLADEIiI 6063-TG ALLOY AVND TEMPER 66 �v I ( ',IHV UNIVERSAL FLOATER QUALIFIED FOR USE YJ/ HV DLADE'�) 6005-T5 ALLOY AND TEMPER 5063-TG ALLOY AND TEMPER ^! VARIES 91 ' °i!it" :STD 'LT; HV HEADER/SILL QUALIFIED FOR USE WI HV BLADEMONLY 6063-T6 ALL044 AND TEMPER — ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q,. ONLY. 6063-TC ALLOY AND TEMPER ,HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE (I ) 6063-T6 ALLOY ARD TEMPER [Ill $ e's- 1.09 ' .6 Itl!HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV DUDE'P; 6063-TG ALLOY Ai0 TEMPER ^.O.NPONMIf A D 11 Tl I6� ; ]' S' MAX.i 0.191' 0.112' "9) 1 2.5' I 7' 4A%.1 0.190' OJRO' I I 5�4 2' I S' uN[.� 0.134' O.13I' L •.91_ V OUAUFIED FOR USE W/ EC 6063-T6 2. EC .___ Ne'Tzr A+8 1 I,�Ul'HV TRENCH TRACK OUAUREO FOR USE VI/ HV BLADE I-1 � ONLY. 6063-16 ALLOY AND TEMPER •/µIFS 1,4]5' (tom HD WAL HAD R/ I OVALIPEO FOR USE HV BLADE tY ONLY.. 604}-}6 ALLOY A6'p TEMPER l' ] 0.090' (2-6 CORNER POSTS 6ALIREO FOR USE W/ Hv BLADE(' 6063-T6 ALLOY AND TEMPER 'LO HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE6063-TS ALLOY A D TEMPER XYL LL�PV-- - 'AI �r t •. 91DI7 7arECD, Nrc. -T E7 E H C. A S S A .. . ■ ATeYICOn ShUtteF Systems Y A59OCI0II0n. Inc. 4268 WeslroOEs N.- Wes( Palm Beach, FL 37407 02017 EASTERN METAL SUPPLY. INC. — BERTHA HVTM Accordion Shutter System HV. BADE #I W/ OR W/O HV. W1N0019 MAX A gY/. •'• '�T'STE Df ,` 1Qp RID t�G\��1LLL D p,:;/ n!'A+Ick:...aASr m.cr TILUT TESTING a ENGINEERING COMPANY Lss5 Ns. xa� s., fii.. Dos. x:uvu Dum'ns. rove. eon huu: (305)V I-1530-. Ea.: (]95)....... NulEe9� i�iui19:. P.E. nDamA .n. 1 L1.61 LV. H DLSCPI"ON D.iL CMwN fiY L.C. I OLD 15-065 YPQ (MR: 07/27/17 1 s DRAVANC Nc ' 7_' 07 y ONLY Aux rxcur anAnoN '.2) LOCKERFOR "T" SOCK. CENTERMATE QUALIFED FOR USE W/ HV DLADEr)ONLY 6053-76 ALLOY AND TEMPER 1,91J r � I ---A660- t - �29J• eL P. (221 FLOATING CENTERMATE• CUab IEO F FOR USE H BUDE�I &�Lpr ONLY 60E3-i6 ALLOY 4N0 TEMPER 29Jf FIC Il �I I •^Iry C61 G '26 HV MALE "7" LOCK QENTcRIVIATE QUALL•IEO FCR USE V// Wi BLADE 1jONLY 9 6063-T6 ALLOY AND TEMPER 3V1 f1A_ CENTERMATE W/ NO IOC, K, K G ROD ;33� OUALIFIED FOR USE WV HV BLADEQ & AST 6063 T6 ALLOY AND TEMPER ^_ .-2 Y R t•2 x+ F I LOCKING RODS OVALIPIE BLADE'i) 606S-T6 ALLOY AND TEMPER I�l 33)INSTALLAIION WILL REQUIRE A )/to HOLE DRILLED AT TPACKS FOR PROPER EMBEDMENT 6063-TG ALLOY AND TEMPER. QUALIFIED FOR USE 6063-T6 I J.I61 I ZZ I P6;�: I n ,LI '� HD CENTERMAT 'c INCCRT OUALIFRD FOR USE W/ if 81ADE(l,& 6063-T6 ALLOY NO TEMPER klp- '3�i HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS OUALIFTED FOR USE V:/ HV BIADEII) C r/Y -JG rRA 3wAo f ® nxp 1 wcs`z' w.�1n 3L � IB— " •• 1 ewsz c.le�csR ENO e Fns (o:oF± rrArzO) m' ! ® V LOCK er zs.' QUALIFIED FOR USE W/ M• BUOE (1)& fA ONLY. TAnFnG[o � r� E an Wing [XvuEl `!L PIxEp ivMaD RSWb fuvrv�� A I' ���� BUSS LrtaCEF taFwrt =Ineo) HV EGRESS LOCK QUALIFIED FOR USE W/ W BLADE(1 & R3 ONLY 1 _J2 A a O.D. PLUOUD xEAD 91B —file NW zE Flp i 0 $.HER RNLTIN- N 1/4"0-20 x 3/4" BEFORE RNEDINC M1L:1 S.S. THUMBSCREW 1 /4"O-20 RIVNUT- "Srs'.ES s.Y RAl. (20:4-r .W.6Y) ,,,GE ru0. Mm LE3il S.I!T NNSOR. PART I ob]0. I.•v "4,V ,,xz° 0r AOEL F ORar TV "54 OR ERQ4_ TER IV OC QUALIFIED FOR USE QUALIFIED FOR USE W/ NV W/M'J BIADE(�ONLY. BLADE%)ONLY. ^'� •o °6J3' rumm. O° ry:, 26` N J e°rI I - � $IDTUILN I F r I le - R µMLR R OEY O rn nJ:R ® HD LOCK Sr REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EMT LOOK. OUALoIED FOR USE 'A/ Ha BV.DEL)& tq o CEN "• may; 02017 TATEW. mG. IL EC O tNO. TILLIi TESTING & ENGINEERING COMPANY ,A,,. P. M.. xs. Fuor,:, �Ms. nGRa Are Pwr°: (]osl9n-Ivp. 1.:(JBs)bv-v3. °-iort r"'°"sOOe `^" b e vutlLi i nWT n� P.e nOP1y. Llc. 0 .1167 A■S.S■A. American ShuHer Systems Assoclation, Inc. 4268 Westroods Drive West PDIm 8e°Ch. FL 33407 6101J EASTERN METAL SUPPLY. INC. BERTHA HVN, Accordion Shutter System LEV. 13A[E #1 W/ OR W/0 HV. WINOON TAME zv, x OzscFlvnox o.Tr oF.wx BY: \c. r p:D IE-e65 T/ZJ/1 o.Tz: m/n 17 •, F. ci • 'C �ORIDP�' 4, dF = / 0 n c "csI��QM:tntl l[]['i ne^ 2 s DRAWING No 1 �_ 1 0 �� SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 0 HV BLADE I ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING 3® HV SHORT RECESSED NYLON BUSHING ® MJ NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.8?0'v3/I6" THICK NYLON WHEEL. 0.188_0 AISI 302 SERIES S.S. RIVETS d© —___ HV 1 3/4" ACCORDION PIN W/ b8 HEAD ....._—...._ ® ........-_...... __._.__ HV 2 3/4' ACCORDION PIN P!/ }:8 HEAD ® POLYGARBONATE IMPACT RESISTANT NV WINDOW lEOL11REMENTS AT EXTERIOR BLADE KNUCKLE FOR V 1 (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. TYPICAL SdUIIER ASSEMBLY S. (<') HV PIIJ ©A!qy BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM w/ HVOI -32- BLADE WHEN CORRESPONDING TO INSTALLATION "II', SHEET ]. c (3) HV PIN Q OR (DWI 1/2•' O.D. 1/16" THICK S.S. WASHER qP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL. X. 'O> SHEET EXTERIOR WHEEL CARRIAGEDETAIL LS. QOR O OR i EXTERIOR NV PIN @ OR 0 4T ENT TOR B40E'S KRUCKLF.-\ (SEE NOTE FOR REQUIREMENTS) !I SSEMBLY LAYOUTI5. I` fi25 E,CB>S d1 ,106325'—SC�x=x Oe2255 06]S' ALIVE PLASTIC LEXAN NOTE "F" ON SHEET OR SABIC RESIN POLYCARBONATE SOURCES FOR 4 /DP�tip C D(}Wr M:Cµ RRE.�[Rlla$ SSaxN�e •nu w✓e •rosr< Peme mpY>Psc uv+v� o. 1>.144 'CnC E0:4Y Imx:GL p{ry ESe3 aE0 e!n' E.en wN: T6.1' nUO SrtJi: ENa 9..e4 P..� D.%f P•. IOn:Vt YInCW'Ix nEW a sC[vug4 uEeLLye u1u ERf py': py E.�[yp P•1 �E¢•raR YEe /5�✓ ESY ems,-n/n :1 n-p/n el:w::z nv rn35 1-1 ssvEr :,:xmx iP.e r DeP r YTdQd,NLG: E:CaD "v3if 9sCWix 4'IU nri.xLwN: DSES P••. R.-sL s•DLC w;aE nu�:ae-.e .,sry ma e.w P.s e.e� o.:. Ehi6' ✓9 =: V VF y eROp TINE., 1.c. ' A.S.S.A. American Shunter Systems Association. Inc. 4268 Westmeds Drive Wesl Paim Beach, FL "334D] OY01> EASTERN METAL SUPPLY. INC. BERTHA HVTIe Accordion Shutter System HV. BADE #I W, OR W/O RV.. N/PAT'l&PDE '• �S/NC� ! pA-•..^LHRInA;'.�, TILLIT TESTING h ENGINEERING COMPANY 1., n.a Snn A. e..:Es. av u c+eE? neF•,cA ev Pno�a : OE+jen-svE . GP.: pm)en-TEST e- "" "'Ir°°°^*•<^' HERB r>I9 v,E IU]RroA .1. 1 ✓sefi> Cy, . 9E5ERIVTEx p -M Iu 61: L.C. II OLD 15-083 )/P/I cae. 07/27/17 {--r-..... T • ss/O t EN6 'as NA> P.E. SEAL/SIGNATURE/DATE 3 S DRAYlING No 17-107 s SHEET &0- " S"T. R c 2 s' I, I I,e•3" 'NOTES ON HV LOCKS AND CENT RMAT a 1, MANDATORY CONDITION 41: ONE HV LOU'8 CE 9 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ., OR 12' ABOVE OR R OW 2 OF SHUTTER SPAS FOR SPANS UP TO 105" AND FOR MST 0 11 j I I _ Q4'oK2ti5bc'E°.'=x OjM 66J ��! f�"]III forf-Hre 1 J fy ,g8 �a 1 / x I l§��nl�o H _uKBE( C8_pf�y F/ I a' I I I I I ON Y Y Y Y Y Y Y Y 11 Y Y Y Y Y 10 k FULL I 1` -IQV- '�BIw •>j 31e,I %-@.qC-. AAI TYPICAL If) HV BLADE SHUTTER ELEVATION N.T.S. u AILS.¶ N5 AT ANY ELEVATION, NV LOON '0 20 MY BE USED AS AN MSOF OR OVi90E LOCK, ATTACHED i0 ¢i, OR ? C TYPICAL SH ER EL 1/4"0-20 . I/2" LONG FLAT HEAD S,S, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON ttPICAL SHUTTEfl ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO no HV - 7 LOCKS R ej OR Q8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CEMERMATES 0 OR 2!'D 6HALL BE AS INDICATED ON NOTE (1) ABOVE. / r LOCATION OF LOCKS SHALL BE AS INDICATED ON ttPICAL SHUTTER ELEVATION. �E be J �i...05 I OF CORNER - CENTERMATE 42 a45W WTVO N.V.OI LOCKING RODS BE USED IF DESIRED TO ENHANCE SHUTTER PER. MAY ALSO BE USED AT STACKING POSITION (NON OR 4. MANDATORY CONDMON1y ONE HV LOCK'24' 2/i SHALL BE USED AT CORNER CEMERMATES FOR ANY SPAN AND INSTALLATIONS AT Y ELEVATION. IN LOCK 12 ANor ¢3 SHALL BE USED AS AN OUFUDE OR INSIDE LOCK, ATTACHED TO -fS CORNER CENTERMATE W/(2) 1/6 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS h$ AT TOP .4 BOTTOM SHALL BE USED, LOCON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NAUUMUI.1 SHUTTER SPAN SHALL BE DETERMINED As PER SCHEDULES BHOWM ON SHEET 12. ttRAIL' LUCK Be MAY BE USED AS AN --INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/1'0-30A3/4• S.S. THUMB,SCRE'H TO AEF OR 0CENTERI,ATES SHALL BE MADE W/ 1/4 0-20.3/4' ALUM. RIVNUr AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER Ipm OR TYO LOCKS AT 1/3 OF SHUTTER SPAN, 6, MDATORY CONDITION /S F rn GTNC TIN ONE HV LOCK Q{ or @ or ?6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPP.N OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96". AND FOR INSTALLATIONS AT ANY ELEVAnON. Hv LOCK fj or 2S or 20 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO '8 or g SIMMEIRUI CENTERMAMS W/ (2) 1/4"-20 r 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS J6 W/ 46 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES, Of LOCK 00 INCLUDES USING REINFORCING LCCKER"q� , AS SHOWN ON SECTION HUG, SHEEi�9� vMICH MUST BE CONNECTED TO CENTERMATES AND 2S IV/ 1/4"0-2p 1 1/2" LONG E.G. THREADED BOLT n'/ 7/8'0 . 3/32" WINGNUi OR lV/ I/4"0-20x 1" B.S.M.S. INTO A 1/4.0r 5/8" RNNUT, _LOCK MAY BE INSTALLED qT MIOSPPN Ofl 1Y MA%IMUM ABOVE AND BELOWYIOSPpN. USE OF 1W0 LOCKING RODS QS TOP AND OOTOM IS MANDATORY. *NOTES ON HD WICKS & C NjER Tr," I. HO LOOK!Y W/ NO CENTERMATES ] E ALTERNATE NO LOCH Ili,4 MAYBE USED IN MEU OF HV AN SIDE lt5 Oft 129 FOR ANY SPAN ANO 'MIT AT AT ANY ELEVATION. ALTERNATE NO LOCK qZ MAY BE USED 15 AN INSIDE OR W151Dj' LOCK. ATACNMENT OF NO LOCK CA TO gIS W/ 3 A8 A 3/8" FN. S Ms...0 INCLUDES REINFORCEMENT INSERT J1 AS 901M ON SECTIONS MOD-NY2 AND NOC-NYC, SIIEU 10, LOCK M Y BE INSTALLED AT MIDSPAN OR 12- MAXIM91 BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS SS,' IS COMPIETELY OPTIONAL. 3\y . 1G EN •``. . =' L s� z 9,• j �� �' O • /." Q• ; '��—•- p4'1L '- ss/ �•jVI,IL -•.ONALE��,I+ P.E. SEALJS1GNJCNRE/GATE L2011 9LTEC0, .1%200 IL EC0IN, TILLIT TESTING & ENGINEERING COMPANY BJ59 x.A' I'K. M. 51..:05, fliprM NFpNS, RO ON JJIB I.1"ne c (20s1mr-Is:o . m.: WOs)an-uv Eg FRoNO.00m OWERA.?KMI'I.P.E. FLORmA D.. 0 <1161 A.S.S.A■ American Shutter Systems Association, Inc. 4268 Weslmuds Drive West PUIm Becoh, FL 3340] EASTERN METAL '_UPPLY, INC. BERTHA WTI, Accordion Shutter System HV. B-ADE #1 Al OR W/O H,V. VA(DOW E ADE Ev, x o¢cmmon Ul Duwx Rr. Lc. 1 OLO IB-C85 )/2l/l, DATE: 0] 2)II] 2 0 DRA{'JING No 17-107 s SHEET POURED-_ POURED CONCRETE CONCREI REW WE_O_ REONREI \ C.C,E.WCHORS \ / ISEF SCXEOULE ON SHEEP 13) E Ot - II .250• Um.. Il C.[ -CONCRETE ANCHOR$ POCFED CONCREI (SEE SCNE'GUIE ON OR BOxCRCTE FL SHEET 13) REONRED 17 18 a :E�°slrrt mOnue®oN Tsa I' S.S. , E0 EO-i UACN LE SwENS USNG I/a'-$p NU1S c 12. D.C.1 F 12fi 13 cY I S .I�rxsD• Mm.. � E D r._ ---L� � OPIIalU1 i I I— �r ma.s f`s I lol�drymal� E%ISDNL �� _. 5i' DR ia• t -1/e n-2OJ/4' SS. �ETE NCRGRS ! 13 INE SCREWS SOIEDIRE ON ! e/ 1/-' -20 u) i NUT a Iz' oi. �^ v do zso- ll � GL155-� aM4B)e �— .E _IP_ i .IN. SEPARATION 10 LLISS -(SEE SMEWLE ON SNEEi II) I +L i V "C:A55 --=SEE SCYEOULE ON SHEET v EZ15iC:G 1` +Ck HV WALL HEADER INSTALLATION L455= I I1 ;C) HV WALL HEADER INSTALLATION (B) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -. G S-..0 __L— F r _..._ �...._ I _ _ —_..._ --- --_-_.__ _...__ nn1. _. _ m.� lm EONF[ a+9 1 OR 1 • ` A'W. SEPARATION TO GLASS Iyyyl __ , , SErARniron r0 c1A55 --(5[[ SCn EOULE ON SHEET it E%611NG� ) pl 1 M-� a.¢y� �.. (SEE SCNEOULE ON wu 11) i i 4NR55 rU,I T-• �l � ,` [%5D,14 .V55 ly I 1 1 1 L OP90NIy \ I: E. OI' .....I EO v L --13 m15E LE4 EOM i` OR IH. 1 UJPS0r3/! S.S. PHIWPS LRV55 HUa W:JaYE SCREN: UUIXG 1_ ` \•,` _ '1/lC-z0.3/i' US. PMUIP$ CONCRETE AY[HMS (SEE SCHEDULE ON SHEET 13) I� !: L- I'j I!a'_20 NUTS O 11' O.i. _ �L+. .,. CONCRETE A'CnORS __iRU55 HEU' N[CIIIN= XFMi L(SE_ SCHEDULE GO TRUSSmEAD PC RED CANCREIE .� _ 4M. 1S NUTS d q' O.C. POURED CONCR(IE- SgEEf U) OR CONCPC.E BLOCK WALL REQUIRED \ (D: HV : '/ 1 !aONCRETE MCNORS OR CONCRETE FLOCK REQUIRED WALL SILL IN TA 1 ennu (SEE SCHEDULE av POURED CONwETE� $ [ET II) (J HV WALL SILL INSTALLATION LF CONCRETE BLOCK nAL RE0WRE0 IE) HV WALL SILL INSTALLATION J R _MNBINAIION 01 STOP", HEE .FQR PaLS nR FA�� ' INSTALL\ATION DETAILS W/ T `NNGSECTIONS CAN BE COMBINED TO E. O.. EDGE pISEMSE (SEE $PCCIFIEA¶DNS CN SHEET 13) SEE UI` uTIONs Or USE FOR EIACE IA'ON EH-ET15FY H V BLADE $UR LNY INS.UATIDII, r Arr A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane; ' ,,,�CENgF'•. ✓� C3017 'Inc.. INC. 02017 EASTERN METµ SUPPLY, NC. l%\ C 4ZIP L EE C O A.S.S.A■ ERTHA HVTM Accordion Shutter System 1 N C. '•. H V. BADE ♦ 1 W/ OR W/O H.V. WNOQN p Arc d' Q' T� TILLIT TESTING A ENGINEERING COMPANY American ShuHer S stems Y cv, x REsrnmn4x DME oRnvnl Rr: ce = RSA'•-.<ORIDP ' �iL`t',1` wm N.w. .e:m. sL. sI<. 5m. ".RIM wRR'e. nc. a5,e Association: Ina. I OLD a-B85 7/27/1 RND 01/2-1/17 Pee : 005011-15]0 rm:: Ocs)821-1531 :v: Pa<mma.Aer 4268 Weslroaas Drive West Palm 2 DRAWING No Beach, FL 33407 LANCER : RUDD 1. PE. 1 7— 1 07 P.E.'SEAL/sIGNAi URE/DATE aca.Da IN, I ..'a, 5 SHEET c 6 OF 20 FaaNDD _ COOMETE ANCHORS _ CONCRETE (SEE SCHEDIlE 0. SHEET IJ) I. aG (I 1 ' 1 OR fl9� 5 RECU.RED Md;EMSQl EXISTING � � MTa �� 1 -... - i—. ..... _.-.. ... CORE q. H rw e/S T. � GI155-� HlsFi smen. wl ' IPVMT IFb. ya1 B FOR UVBLE EXISTING6k�T L us a iN GLASSY _ r w ` 9 TOHE,J / WGOCN 11 E%CS S,0 / U-/ _ - f 1 cR 13 an I5 1 " -MIo.J/H E. er 1EK SCRE12- Ov15 0 10' A, ' J/pT uiC CONCRETE ANCHORS H; C Z (SEE SCHELULE ON SHEET 13) / / EO CO �• , 31GE IF EDGE OF EXISTING Y / "I % - APPLICXSl OW9 •'nmsxmam - EWE XUCAB�� Ow IF, / 1/J.4L1� �GGE YPNRCO /� /'/•. ECGEBus AB J r 1. A. $NS= IN S'PUCaBtE / <PPU[eBLE _ rO OJS R O A / �, UflED FLAT HEAD CONCRETE ANCHORS 1 9xu PO CONCRETE I CONCRETE SEE SCHEDULE ON SHEET le lab R- I iIJOR :I_9{CONCRETE --" REOUP.O LFIAT HDD CONGNEIE.SVCNORS REGAINED ( e ) ` REW1RiM I--F. •—� L._E u._J (SEE SCHEOuIf ON SHEET le) ' (1J TRENCH INSTALLATION I.I1 HV WALK -OVER INSTALLATION VALID ONLY FOR UP TI rA FOR P N gPER G- V E ING ST Ui' HV FLOOR INST LLAT 0 t DESIGN ONLY FOR RATING 7 FOR SPANS PER SCHEDULE 03• SHEET 11 .x ssrµ••m O GOING ME ANCHORS E"Kre%`"eHN ..... T SEE SCHEDULE ON- r'.........—._...-Rp c[ou[s—'-'- IXISlm4-� r Y- EWST UG SnEE115) / Va4 mi0.V42�D ry, lNu b rH O F%r5M'G _ mum p / GLASS • GLASS < I GLASS - TO^gt-W* ON % ror4 O, ) j D'< Nme[ IR l�l M1R Same[ wry t/�) f/$IGV. r M1^[ (V9[OURR F. �{ OG ne UP TO C O i I 'l / 1 I 0.G iCH SP 5 VFC{R 11N ' 1 IdtA P/ !'• :li 1 6' C' IV r0! O 1WI. IPN. 1 9 3 OR_I5 YD''^L J 110 ]p Har - / f xxAm •r nuns. wrt 1 m /f } e • r/x' v ASHOR HE D E ] sN3! rbt L+nrertx.y �• j r' / I ("rzH HENS 1 Wr. / axa/A HEX E/a Mils• - a Ia' 0.c —� FL I _}/fi TEK OR SME%S 0 5 OC ( /e's-10 S 5 N I CONCRETE K4hORc .e - 6 jz 4;3 SOS - 1 ' i / \ w/ NUT b 9 OC - SEE SC.E. E c'! �1 i O 1 - t/ I I / //e 1 sH'eypJ/f ss us / SHEET Ta ?, G 3. O C r r <I r ' ' -Msuv 1/a'.qp RUR aR 18 I/p J_, ff <. Evsrwc ran s".HH , EDGE OF / X' 17 A 18 s"'X y L Tz M' . Iu rG CO.T. SEAR IF 1 1 ` \ 1'C'� IN. ED. R Ta )/8 L )/B APPLICABLE- t • _ _flxJ i FH }D — L CONCRETE NCVMS \ a B.C. XN NFOp. on.on, —EO -- SEE tl01E 1](0)' FOURED MT ME (SEE SMU)THr ON ON SHEET I � `SEE NOTE .3(e) I. A. OR CONCRETE OLSON SHEET 1< PC'JREO f.ONCRETE Cry 9rtET I ' ....... ....,.... 1_.__... " ) -� � " -- REQUIRED OR CONCRETE BLOCK 1)-- - cm1GN<L PouREc ! ftEcuwE° r KEYSTONE A/OUNTING INSTALLATION ONCCFCTr G HV WALL FLOOR INSTALLATION L;1 HV WALL WALK -OVER INSTALLATION `,cEs'x1 • '+�' f..-rz nr MwNMN s ircR s=NI IJ/HV RAINGUARD INSTALLATION t NOTE 'On CORANANON OF SE x: E, p.. FOLE gSTNICE t SHALL BE ftE.IdWfBS wHEY PEAFGRIIED I- SEE SFEF a FOR TYPIC l SHUTTER r (SCE 9ECIi GX:.v ON SHEET 13) OR ENTRAUCE N! OPER>DLF Exn 0 SEE LalEATTONSNOFTUSE B FOR ASSEMBW ababu,INSTALLATION DETAILS W/ (1� HV BLADE 3- MBURING SECTIONS CAN BE COMBINED w ANY 4AY TO SUIT Na' PISTAEUTION, 11, EA 1k j/j� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' 1{1 *:' s EPl ✓_� \CC2017 nvERR. wc. ®Tan usIERN NETnx wvn. INC.sF '9 ` BERTHA HVT. 0. A.S..S■A■ Accordion Shutter System "a' r HV, HALE Bt W/ OR W/0 NV VIIlDO.V HARE • ��''•,•y TILUT TESTING A ENGINEERING COMPANY American Shutter SYB1DTs !v. x paCRIADRH wrt Gwwx an LC. ORInP ' 4w�.�, foes xw. 1su. a.• 0, IA'. w.... cNR NI NOR.0 111Association, Inc. 1 OLD I5-085 T n I, wrz: OT/n/n I— : Pm)an-Al , ra.: (=;111_1m1 4266 1Yestroods Ori e f s/ 1 s .-,.: wle:eaee.<wn pRAYdNG No �NqL E�� Es-G0^.4TIa Ylesl Palm Beach, GL 33407 J TUT.1, P.E. 17-107 P.E. SEAL/SIGNATURE/DATE FLORU L1, T't1°° 5HEEi 0 7 OF 20 OUT FAILS ON SHEETS 10 & 14 sEE u°TES ox LocXwG acos ®.Iry LGclrs ]O ., p IN X-ExISTING GLASS INSTALLATIONS WZ(1)HV kk D AIRRNAiE IN IAN0 ON sNEFT 6. BLADE W HV CENTERMATES 4 K15vYp"`" GEIGaN.R6 MPLG,XXI .n11 'ONI j ,©•F©w ©•� ©w ©'�w'�°`©m OR©.ymQ©w S ND WA ONN TIO (- ' DETAILS ON SHEETS 10 & Q•®mQ _---------------L--------------'_. - I - ®•Ow Q l --]I/R %• 611/2* t_ 1/2- w®•® OPPOSING ! ! SYMMETRYCAL —~ /. CENTERMA ES 61o.N<• s.us. a IR- a ! CENTERMATES MIN. sEPAiAnoe it Oc. NLL LENGNT. W HV O or � / 1 W/ HV LOCK �i4 or 2 TG GLASS p �")�y k I k (SEE SCIIEOULE ;1➢1 / I / C`9l1 \ Sri I N �-'1 33 I ON SHEET 111 L Iii� +1�7 I`I A, 31 ©o.®m 6 • Q7 wOm 10 •©w ©•O •©w©•O.S��•I lxminc rQ• �m� • ®m®.Oj m f Q•®w�,Q 1�.: CXISTIII ._ L_ ..... - .. _.J -A ASs VIN. SEP4WtI0N: p© ® k f TO GLASS ®m V \. (SEE SCHEDULE IN OPTIONAL ON S.r. 11) (MIERIOR) I_ .... —.._ .... _ �. OUT HVA OUT rot 3 (EXTERIOR (2) HVB HVE ffi OUT , 01�' HVC W ©w®m0 Om0 O O 6 7 8 m 10 3 m �POUaEG CWONCRC(E OR ID•®m©-Q—E%ISONG GIA55 ( CIJI iE P_%vlyL REQEOUWEO M. SEPAGI RATION � I' ©• ©A`�' �°'°©• ®m (SEEDS[ ASS EGULE \% I lO.©m©9+QmQ. �S ON ENEEt II) LAN 00.4CRE c 3 HIE= • LOUT _- 6 A Mix. sate HVF** YEI �1 �. `�i lff � O]00 nLT[CO, IxC. _iLECONa. American SNII}}er SjSIOTS Association, Inc. 4268 Weslroads Drive Wesf Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AonShutter System HV. HAOE#1W/OR W10 KV.W NMAa ••' -y Ir''x14'UF� .' Q. �, •., RRR"' .• EV \ LILLIT TESTING & ENGINEERING COMPANY uzz n.w. _em z" s.. a0. Nn..xu cwawz, ncea 311a cne..: (:oe)an-1vn. ro.: (�os)en-uv ` m Eo �000''"� N µle1 0. :gLi 11. PE. n6RTA uL. [also Ev. x OE"C'"ON IN" oa»n 6n L.A, I1 LD IS-084 i ] I O.rz: 0I 21I] cam^...... •• `rf�ffA� E�S7 P.E. SEAL/SiGNNATURE/DATE ] z DRAY/ING No 17-107 5 SH vET LTERNA E INSTALLATION W "T°' LOC 0 HV MALE/FEMALE "T°' LOC S CENTERMATES S 9� & LOCKERS W/ n HV BLADE SEE END CONNECTION DETAIIS Qu EHEns a g is OUT INrt/�a51Mp p,.us P.upE O51K:t CSiul Nvr, ixJ. Pl[p Crl SnfEf 8. '©n�"©O�b O�®°� ISV"LLAS VNrvFgL1 ,1M1:Np 6V.pC Q9j pLML xCp-mD, • J 8 u I O YwIW OX Mi5 SxECT. Wv BC USCp w.M M rL1EXy. IaD.®"®.®e,((9j.�„ xnxtAna:p Nowr: IN sxce.P E �` sce nmE s rpN rr Lxx@ , 'r' Lscx. Jry znrB* s. } Ema p... A' ppz°-n Lwr.[ rout rsu •S[u•Nuio NPCC Bx IvpCxBCr6NFY ttX1pnN, MSrGFM JERS(Y p1C5. OF COUN.. INSTALLATION (1) HV BLADE W/ HD CENTERMATES 2, _612 &. ----I--N --------_ (.)---"---'..�t---.... .�� .... r30 HV "( ) L� nx^,"rma jai IN / LOCK INSIDE ) 5r— �- U OUT 31 on 32 33 31 oP 2 C 1/4' 0-20 x 1 1/2" S'.S.M.S. ,,D• i 36 - (01-1V "T LOCK (OUTSIDE)- W/ 7/8"0 x 3/32" WINGNUT. (Omu)H - =UT ® SYMME ISICA F�ENT MA HVVGx W6--tomt-ME&Ng1, HOD-HVD.• FLOATING TACK H -HVC 5YETAIETRICAL D CENTERMATLS W%3-3!—LOCK,,,jtD�TERI R SEE SR5 Cv Lp[x C4E0 u M � .pCeS dv Ex: w.ivYl RC.I:x: NUCLQ'ftl rrA 45 CLXI*u.RE acrKU 4CI Irl tLUKIVA tlUILUING UUUL (Non High Velocity Hurncene Zone TO.., INC. C2017 EASTERN MLTAL SUPPLY, INC.. BERT AN TM �D z A.S.S.A■ Accordion Shutter System j 1 L E C O 1 N C. NV, H/•DE #1 W/ OR Wro H.V. WNDOW EIADE / American Shutter Systems aMS,•/Q. , ilLLli TESTING k ENGINEERING COMPANY i w. x p[scNlPnpn 0wa Drvw.rn Br: Lc. 0 Prr«JJN. Association, Inc. 15-085 7/n/I cs: 07/n/o 1 exE P.°_. 1sss)nn-use. r°.: (sas)en-rsv 4265 Westroadr. Drive ' AL Et1�`�nl+' °-'°" "'°`°°`°"°m West Polm Beach, FL 33407 s DRAWING No e.uEn°..Lmu±''.. P.C. i ]-I D7 P.E. SEAL/SIGNATURF/HATE 'P.. LC. / A.ICI PULSED CONCRETE OR PCLRCO CONCRETE POURED CONCRETE ...... Coll�.M& SLOCA WAIL OR CONCRETE OR CC CRETE — POURED CONCRETE O.Rm BLOCK MIL REGUIRED OLOCKIALL, REOURED ... OR CONCRUE BLOCK WALL REQUIRED CYISYRIC GLASS CONCRETE AIICHOR- E�ISTUIG GLASS �EXISTING CUSS 0 O.C, z EXISUNG GLASS MIN A", BY To GLASS (Rx PR`nC, <• 44- ED To GLASS (SEE SCHEDULE ON I�IYT� -1 SZPARA�CLI I 411 1, FoR PAoC 0 D (SEE I SEPAGATOO Sc� CY, 11 FOR GA I To GuIss BEEE eUANI 6) x (DANo I 11 OCR BAGS (DAND (6063-T&) CONT ON SIVET 1. ,R SO'CDC1 ON S,07 (LOCATE A, ON � 19 1OR ALU.. CLOSER I �EDVUE a, SKEET OTIU`R SIDE 3� P�Tl, LOCATE 112-. —A ON S'EFT 19 FDA I I IOR BLADE OE ET a 112- ON SNEET 19 FOR AT EITHER r,-, &U, Atoms 112' OF (D) F 4 USE I' OR 2IIAX - #10.1/2- S.MB, (AS APPUCA8LE),2�xl/8'L0'-2' 0 16' Ox� - — - — - — I a 16. O.C. ALUMNUQ CUP ANGLE J (6063-T9 ALLOY) AT WOHE.G, 4 (1) IIIW/2" S - - (2)I/lI'Y 11PCO. CBS To SEE DETAIL POP WALL AT I - 0 C. (LOCATE AT (D OR SEE DETAIL x FOR SIDE C0I,NCCTO. OR SCE OF (D) (D OR SIDE CONfAECTIO 0 AIR (D OR @* TO TRACKS SEE DETAIL X A 6 8 rQ T'IAC.S .,/ 4 m � 6 7 8 .0 SIDZ CON E� TOM 03-0.0- 0-0-13-0.9- B TO TRAC q 0 - 7 —(D -@-(D-07 .@. @ END CONNECTION CONNECTION DETAIL T END CONNECTION D I L-N—D. CONNECTION DETAIL(J) MID CONNECTION DETAIL I@ POURED CONCRETE OR F-76,11IFED ONLY ,R SPALS GBTER TKAN 12--O' —EYISIING C1111 CONCRETE BLOCK CALL NG REQUIREDGLASS UIN. SEPAWOU S.M.S.-10 GLASS (BE 0 16"'O'C. �.IGU SCNEUKULE 94 �7 OL SET I, TOP R,­ 0n, /2- L'U', TO GLASS (SNE CONCRLTE 0 OR®OR@CG GO S Cf P M. ANCHOR 0 Sl12AM1E Co SKEET - ----- : - I @ CR@OR(90R(3 CONCRETE-.. CLOCES (j> & (3 2. D.C. 11 'OR SLADE(DAND ANC.OR, PLACES 0& a R OR . .... ... WIN ------ OR(D OG. _N____ _1/2 ED 2" 2- LAIN. (g)OA(gORQ3O-(3lR(g VIEW 1 R (J)O POUR, CGGNT, OR (D OR L POURED CONCRETE ORw1D DEJAI� CONCRETE BUOCX WALL ,EOV.RED 7 END INSTALLATION D (D.@- (1) HV BLADE OB d6 HV WINDOW BLADE INTO END CONCRETE OR CONCRETE BLOCK WALL END -0.0 FLORIDA BUILDING CODE (Non High Velocity HUr,;co.,e Z,B, N DETAIL NN CTION D 6 Lt. PLOOc.. No tG2m> EASTERN METAL SUPPLY. 1AC.. BERTHA HV,, A,S.S.A. Rv. R-AX #1 W/ OR W/O N.V. WNDEYN MADE 11LIEC 0 Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Association, Inc. P­ LP, Mo. Y.- 11.1 9712711 DPE 07/27/17 ....... E10-11-W-S . 1� : WIL57-1111 4268 WeDfi,.. d ()'1 0 2 1 DRAWING No I West P.Irri Bench,FL ��1,1407 I 'PLT'A I TI_Ul 1, P.E. 17-107 P.E. I ;,U'R'E/DATE A, ' SHEET MAXIMUM SHUTTER SPAN 'L+" OR "L-" (ft.). FOR INSTALLATIONS W/ - NTERMATF ID' Pl &er or w/ ONE H.V. LOCK 0 Or 11 Or or HD LOCK SGa '.V/ NO LOCKING ROD$ er CENTERMAT'@ 2801 29 YI/ ONE HGJ`T" LOCK 30 VVI LOOK ND BOTTOM MEE RODS 3511JJT��O��iiP CC& COPCRE eF'S' 100 WSTHVlC0Y.5 O +s o. oiil:l FIKVSma[ vrALL M011rITNG g (NC MOUNTI!LIrvC. IJCJNII-1 M1cA .(.-i'- u IIU 4U L 1 P) L 30 OR LES _._.. f6'-0' I0'-0` MI-0- 35 —. I�'-10` —... 1a'-10' 1513' I6'-O" 2' 15'-...... _ 45 ll'-I'_ tJ'-f_ U'-a' 14'-3' 50 1ff-5' II'-5",13--6' 13'- >' -to' _- ]G t0'_-G' ( t0'-fi t0'-9' I1-5" _ __JS__ _ 80_ 9'-t0' N-10_ 10_-C 10'-9' 85 10 5' 90I 0_ 9''IC' 10 6 9 1 BY 9 o R ]' _ 105 _e l 1 ]-II 8 9 ` 125 > IO. 6'-88- B 00- I' IUD y_5" 5'-ii' ].' ]-63 155 ]'_'B - _. 160 _' —71 I 180 _ 6'-6' t _B �� (� B 5-10' 185 200 '100 205 fi'-1' S'-I" 6'-3T MAXIMUM SHUTTER SPAN' "L+" OR "I (ft.) FOR W/ NO LOOKING RC (SEE NOTES t. FLCOR/CEIL!NL WXKAi,G Ed SCHEDULE H3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) IIISTAL07IONS & W/ ONE FIV LOCKS IW ' OR 'W/ NO LOCKING ODS (VALID FOR MOUNTING(l) SHEET ))) CONCRETE ALSO. OPI INSi(LLFIIQYS yttry RODR/[EILINO !/.MINE (o ) OR H AP fm!'q W L Y_OJtt I I (101 ('1) -_ 30 IW-D- 16_-0_' _-a0 -y IS—T-j• - 45 13 L1'_P 5o _ 12 -J" EO_ I4'-]_ 10'-II' 55 5'-5' 10'-I• ]5 g' 9" A1 eT nN DEADONCRETE & tY0C0MANSORY W B, C. D, E, M, N. 0. P, 0.F, K & L R, S, & V. H, I, II, J T, U, A & X to D MAXIMUM SITU TER SPAN 'L4 OR "L -" iO4 INSTALLATIONS IRTO WOOD SHALL BE I.IMI?ED TO OS a. A.S.D. DESIGN R O G P ES.aUflC RAi11J^ t HV CORNER CENTERMA?E C3 MAY BE USED AT ALL MOUNTING INSTALLATIONS, to KING SPECIFICATIONS SHALL BE AS INDICATED ON MAII.I.Ml CONDITION M? NOTO 051 SHIEST 5. tt EXCGYT T-ATr4VIIMUM SHUTTER SPAN 'N" OF 1-' AND MAAM'JIJ A.S.D. DESINC PRESSURE BATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL. BE LIMITED AS F,,MY, I- CONNECTIONS 10 KEIST014L MOUNTING LIMITED TO +64-7I R.e( ANO B'-0" SPAN, SEE IJOUNTING MOON SHEET T. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " 1, HV BLADE FLORIDA BI C2017 N41EL0. No, A.S.S.A. TILER TESTING & ENGINEERING COMPANY American Shutter Systems llv H.M.:, ,.. H,..1, "Rana OJ Osu, AMR. mWl Association, Inc. POCne :. (J05)9T-6]0 . FO, : M33SIM-H31 426E WestrooDs Drive --ill 4N',,A01 lmm EB-000171 West Rolm Be4Gh, FL 33407 "I'm A, ?TINT I, C. RURIOA UK, IF A1167 (1) 1.+: MAXIMUM ALLOWABLE SPAN FOR A EVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.5.0. DESIGN PRESSURE HATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTNGS (TOP/BOTCH) OR F'l OOR/COILING: GIVEN A POSITIVE A.S.U. DESIGN PRESSURE RATING. DETERMINE MAXIAMA SPR.N 'Li' FROM SCHEDULE. GIVEN A NEGATIVE AS.D, DESIGN PRESSURE PALING. DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL 10 THE MINIMUM DETERMINED SPAN BETWEEN 'Lt' AND "L--. (31 PROCEDURE TO DETERMINE AVaOMUM SPAN FOR C6M8P IRONS IN DOT'REIJ WALL MOUNTINGS A/ FLOOR/CEILING MOUNTINGS! FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALIATIU,NS, Ul- IJAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS, DESIGN PRESSURE RATING. DETERMINE U-- MAX. SPAN FOR WALL MOUNTING INST4!I.AT10NS. II-- MAX. SPAN FOR FLOOR/CoUNG MOUNTING INSTN.WTIONS. FINAL MAXIMUM A0.0WI SPAN !S EQUAL TO THE -I BETWEEN 'MITT, 'b+'. %l-' AND -LO-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MI ALLOWABLE SPAN AND NEGATIVE ASO. DESGY PRESSURE RATING 10 OETERMIA'E MAXIMUM ANCHOR EASTERN METAL SUPPLY, INC. IV IM.(l••llM "rTM Accordion Shutter System RV. BADE #1 W/ Oft W/0 NV. VWI DIOLV aADE AWING No 17-107 III ®®� I � 00IN ® WALL HEADER UWNTING _•_ - 1} 1$ f0 9 0 ] ,- I� 12 :0 5.5_ :$ 10 8 a,9__ - - - 12 - 0 9 ° B 6.5 5 ]5 _ l5 - - 1 ♦ II 10 0 0 0 - - 1• II ] _ 10 0S ) - - - B 0 B 0 l5 S ♦ •s - - u II ID 9 B a -_ u _ _ _ _ 1♦ II ] ",b ,5.5 35 - B 0 - ] 55 15 - - ' - 14 1� lI 12 10 10 9 9 B 0 s3 ° - 11 1• n 12 1$ to 89 9.5 ]_ J - . ___ _ _ _ _ :. 1♦ 1• Iz II II BS 9.E 9 ] )S a ♦ •.s i' - � _ _ __ a S.s i5"J ] 4 - - _ _ 1♦ 14 1] II 10 10 8 - 8 ° l5 - - ._- - 1♦ 1♦ 13 11.5 10 .. 5 ..._ - - — '_ " 1] 1♦ 9.5 13 65 10 5 9 5.] - - - 8 5 8 B °9 S 0 0 • B 0.9 _ _ a ] -_ _ _ ♦.S - - M OR AAKONMATVANCEDNOLOCTID-SET • SEE ANCHOR SPECIFICATIONS ON SHFF.T 13 •SEE UunAlI0N5 OF USE FOR NIAOE TVA ON SHEET 19 9 S.5 --_- - If 12 10 9 B - i '1 e - -I� ° 0 55 •.9 ].° _6__ ] 14 13_ Ip_ 6 - ___ __ I•� It 13 lOS _) ]_ - - 'T-� 14 _ _0_ B B B B J.5 • - 9 _ _9_ _ - I4- _ _ - • 13 10 = _ 9.3 ) _ 9.s ] Ss - 0 ] 4.5 ].5 ] 1• - 1 I2 0 - 8 8 g 8 01 B ] - - 1 BLADE OR n HV BLADE W/ l HV WINDOW BLADE - as] WORKING IN UNISON p ] t5 ]S ] .:r.\P �. ,� t//•%' ` 6SF`:Pz (j ': `"� �• .UU °t •.fiS �'' `a4; " . SIONaLVA I"' .E. iblV'3N917ATGRE/DATE oIO:) iIVECO. Ix0. L E C O 1Nc. A S S A • ATBFICOn $f1UffBE Systems Association. Ina 4268 Weslroads Drive West Paln1 Beech, FL 33407 el Hurricane Zone; b' 2a1] GSiENN AIEiAI SUPPLY, INC. BERTHA HVT], Accordion Shutter System HV. MADE #1 W/ OR W/o H.V. WINDOWQADE TILLIT TESTING & ENGINEERING COMPANY 6]u x.v.. Je e. 3t, 9.. Ms, NiC.nft OWDMs. ld3D. ]JI6 Pno�. ; pass]I-Im9 . rcv: pm)an-un a-mm: 6<ccBcaoo.., y�TEB°A`":lrl ncNlw lk. F u1151 [v, x _ oI celsnox DAr[ Dw.n'n ar'. Lc ol0°15-095 T/n/I MM: 0]/2/I] x ] DRAWING s SHEET 12 OF 20 6 0.VIC0 tlMC]RlE/LbK]£IC PIMK pyp[p R NCq]8 SPwu AT EOWALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING (10 ➢. JO L6CI <0 XFWIM1L PO J$ pRi39AS_ 90 110 WRBL Ifi0 H_.I $OS Sq. JO ♦0 0 •u_rth J$ H_0]9FE_ 901120 EYIYi6 IL0104 (H) .SA JO _ ♦O fi IBE I JS iPF_SWHF i BD 110 Ml_p_C LBO _ $O9 I♦ 13 10 9 B 0 ' B Y9 i♦ 12 10 B_ e B 6 B 1♦ I3 1019 g tl 6 0 It m 0 tl B 1• 1} 0 6 0 I♦ 13 f0 9 B B 6 0 OR LESS IM1 I] 10 9 B I, B 6 8--- 1♦ 13 10 B _B_ B 8 B L i♦ I$ 10 9 B B fi 5 1♦ I} f0 B 0 0 6 J 1♦ 1} 10 9 B B 8 8 ♦ 1} 10 9 B B E 6 I♦ li 10 9 B) 15. 15 1♦ 13 10 9 B P 6 8 1♦ IJ 10 H B e 6 5 B.-C" I_ 1♦ I] 10 9 B 0 B♦ 1� 11 f0 9 B B 6 ♦.5 1♦ 1$ 10 9 B 8 I ].5 11 1$ 10 9 0 B 8 ♦.5 I♦ 1] 10 9 B B R 5.5 I♦ 13 10 H B 0 6 l5 1♦ a 10 9 ]5 _5.5 15 - 1♦ 13 10 B 8 B 9 1$ 10 9 8 ) 59 4 5.-0. 1♦ 13 10 9 8 B B B 1♦ 1$ 10 .9 9 0 0 6 53 _I♦_ 1 1♦ 13 10 9 8 ♦ - 1♦ I$ 10 9 B 6.9 9 SS 1♦ 11 10 B 8.9 9 ]3 I♦ I] 10 9 q J.S ♦.5 - I� 1$ f0 P 0 9� 6 l5 1 ITT 10 9 8 6 ♦.5 .IS 1♦ 12 9.5 ].5 8.9 I$ - - 1♦ 1} 10 B B ).3 55 1♦ 12 10 9 B 6 ♦.S ]] B•_0. 1 ♦ 11 1} 10 10 H H B /.5. B 3.f 6_ J - 1♦ 1♦ 1}10 1$ 10 9 8.5 B ) fl 5.5 8 I __I 5 J 1♦ 1} 1] 10 B 9 BS B 5.5 6] 1 5 J J.5 1♦ 12 10 9 8 6 - - I 13 - 10 9 B 8.5 S 1l9 1♦ I] 10 q5 B 1_ II fl 65 15 ] .9... - - 11 .I�1) 11 10 9 B q9 l3 JS 1♦ 1$ 10 8 J y J,B ] 7'-0" 1♦ .-... 14 12 ..10, 1$ 10 9 B 0.. 65 _ -._ 1♦ 10 .. B �.__ B ) l5 5 J.5 A - ...'....... I♦ 13 IBIS 10 J 9 S.5 ).S S.f ♦ _ 3 _ I♦ 11 J 5.5 ♦S - - - 13.10 9 JS SS I$ 9 J 8 ♦.5 J B•-D• I$ 10 9 B 65 - 1♦ 12 9 8 6 _M1 I - 1♦ 13 \0�B GS 3 - ♦ I$ 45 ) _35 ] - - 1♦ 13 0 6.5 5.5 ♦ J - 13s 9.5 6 5 J _!9 ♦ 13 B.4 ).5 6 - - - I♦ 11 99 B fi.] S - - 11 11 B 6 6`5 I - IJ 9.9 6.9 5 15 - - 13 10 8 6.9 5 13 B qS 5 - ♦ 1} q 65 AS - t♦ 13 fl.5 J 5.5 ♦ - I♦ IBIS 1 5.3 6 ♦.5 - - IS B.5 _5.3 _I _ ___ - ♦ 13 9 J ♦.5 11 11 ] IS J.5 - 10•-0" _6_ _S.S I♦ IBIS ) 5 !] __ _IJ_ BS 8.5 5_ 5 ♦ ] - - M.9 B B _ 9 _J_ ♦ _ - _ - _I_O_ 135 _]._9. 9.5 8 5 - - ICS B_ 5 _ _ 1♦_ 13 B 6.5 5.5 ♦ IJ 10_ 8.5 9 1 J 11, 0• II 1$ 10 I I) 9 ) fi - 0] ] 9.9 ♦5 J. - 5 1399 10 - 0..5> 55 .5 - 158555 ♦.53i 95 J 12•-0 I♦ 13 f0 i♦ II B q5 35 -- J 0 fi.5 -5- II,S 83 ISIt fi SS ♦ J.5 - 0 B ♦ J - I35 H.5 13•-0"II 9 15 3 - -_ _ - I 1q5 I]JS ) 5,5 6 ♦S 9 - _ - 1 I2 BS H SS(l5 6 ♦.5 ]5 I _ IBIS B - - __ .5 BS - ♦ 8 0 1] H.] 6.5 5 _ 19,_0. _i♦ 12 _ _ _ I15 P it 9 55 1.5 9 85 ♦3 15'-0 1♦ _ _ 13.3 10 6.5 - - - IBIS B ST-' $ A ♦3 16-0 1' 13.1 H.9 -_ 8 ...._ 10 ].5 3 ( .- - -_.. __ B - 8 b ♦- _ _ _ _ a ♦.3 J.. _ __ 91. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CC IE: (Min. I - 3 4i) - I/♦ . -MEN OR TAKEN WITH ADVANCED THREADMAX TECHNOLOGY ANCHORS, AS MANUFACTURED BY L].Vl. BUILDEX. (Min. Ce = J Ivi) ANCHORS SPACING UETRI - 1/4"0 A 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS $C-nEW, PONT d SPECIALTY COMPANY. (Min. I'L. - 3 11 TAPGON OR - I/4 P BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED By RORIW FASTENERS DIRECT, INC. (Min Al • 2 kei) TAPCON WITH ADVANCED 1/4"0 IA PERM1 ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. µ40 DISTRIBUTED BY µL POINTS SCREW, BOLT A, SPECIALTY THFEM.FORLI tELHNOLGGT COMPANY OR ANY OTHER A PROVED LICENSED OR AUTHORIZED ANDDR REGISTERED WITH WE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ALL $Ei (Min. Y[ = 3 k9i) _ BLUE TA W/QI BLUC TAP 5H/ GAv NOTES: TA•+P[P. AI) MINIMUM ES INTO CONCRETE OF I1112 VRIN {INA4CE0 iHRFPOFORM TCXNOLOCV ANCHORS AND iAPPEA♦ 1 3/TUT 'O BLUE ANCHORS IS I ]/C, AND 'OR fiLUE TAP W/ CM ANCHORS IS 11/2'. SI ANCHORS A3) M1,91MUM EMREOMEW OF 1/4'0 A 3/4' ALL 11111 SDLIO-Sl ANCHORS SHALL BE 7/8- INTO THE POURED CONCRETE. NO ENBEDMENT ♦ SL[ I ..o-VdiS M viE TOP IWO STUCCO SHALL BE PERMITTED, 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 I/2- LONG MINIMUM SHOULD STUCCO PLl^+� ^x SIfL! IB Ei"ST, AND 1' MINIMUM FOR MALLS MR NO STUCCO, A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY KNEER BE FOUND ON THE OXISTING WALL OR FLOOR, ANCNOaS SHW, BC LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WA11 FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES At) k A.2) ABI b'OR INSTALLATIONS ON NWt SIDING OR CIFS WIM efl \nIHOUT METµ STUDS CONSULT THIS ENGINEER. MR INSTALLATION RITE LIES WITH METAL STUDS SEE SHEET 20. (8) TO EASTIRO CONCRETE BLOCK: (/Nu C-90) - 1/4-0 TIMOR OR TAMER WIM ADVANCED THRE.:DFORM TECHNOLOGY ANCHORS, AS MANUFACTURED 9Y ITW, BUILDEX. - 1/4'0 A ]/e' ALL MINTS 50L10-$R ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT d SPECIALTY COMPANY, - 1/4% BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURER BY FLORIDA FASTENERS DIRECT, INC. - 1/4-0 TAPPER♦ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC,. MO DISTRIBUTED BY ALL POINTS SCREW, BOLT d SPECIALIN COLINAY OR MY OTHER APPROVED LICENSED OR AWHORIZED AV4DOR REGISTERED WITH THE AJERICAN SHUTTER SYSRMS ASSOCIATION, INC. NOTES: cl) MINPIUM EMBEDMENT INTO CONCRETE BLOCK OF 'AMEN. BLUE TAP W/ CAP ANCHORS AND 7111 ANCHORS IS 1 1/� AND WAGON WITH AGAMCEO THREA)FOR. TECHNOLOGY ANCHORS IS 1'. 6.2) MINIMUM EMBEDMENT OF 1/4•0 A 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4- 0-20 S5. MACHINE SCREW USED SHALL BE 1 1/0" LONG MINIMUM SHOULD STUCCO EXIST. AND I" MINIIAUM FOR MALLS WRAP NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECFSt CONCRETE PANELS. PR)ERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAR STRUCTURE BEHIND SAO wALt FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES ELL d 8.2) ABOVE. FOR INSTALLATIONS ON NNYL SIDING OR DOE WITH OR WITHOUT METAL STUDS CONSULT THIS ENCINEm FOR INSTALLATION INTO EIF$ MH METAL STUDS SEE SHECT 20. (C) ANCHORS SHALL BE INSTALLED FOLLOmNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANGRIER k4NUFACIURER. (01 SEE SCHEDULE BE. MR PoP. 1 V GLAD OR 1) FIV BLAB 1 , HV WINDOW BLADE WORKING IN UNISON MOE OSTANCE VERSUS SPACING [QU�f PQ(j�NCHO AL Y ANCHOR SING AGE IAE vA1IS rCR EDGE DSIAICES DIN cD BEIOI E. D. LESS IN- THE NGUTFO BE4UCE, Al-N31 SPACING BY MUL PLYI+G SPKUG ARE Ot! SMEOVLE BY TIE A. OIH NG rKI0P5. REDUCED SPACING GRANTED USING FAEPER $HA L :JD1 BE LESS UN Il NIUll SiA[NG INDICAiiO TEN EKN .:NCNOR TVPE, ACTUAL FACTOR EDGE TAMER TAKE WNN ADVANCED THREADNFO Pl1 POINT SCUD SU BLUE TAP W/ CAP TAPPER + DOMINGO TEC LcooT NI N, SER [,D, IAIry. SPACINGJ' MIN, $PALING m 5' MIN. SPACING •• 3 1/2' MIN. $PACING 1' J 1/♦' 4. POURED CONCREIC d CO BI' RAND }E CDL�E oUnR POURED CONCNEIE d P0URF0 CONCNEIE d w'�' W�O�E N9ElE BCIX LUK ED MM ED.Y 4N CO -> I/3' 14N E0..2 1/2' CONCM BLOCK qq E0..31 CONCR6 GLOC% ALITJ' MN ED.•J I/Y UN E0..21/$' 3' I.0 0.80 1.0 0.78 I.0 0.84 1.0 21/2• 0.81 1.01.0 1 J/♦- - 0.91 - _ _ 0.♦3 - 1 1/2 > = Ba4n nu$cn, wc. iLIECOi,.. Y TILLIi TESTING h ENGINEERING COMPANY BJ53 lin. ]6?. 9 A. NPBM'a W305)9 RNIOL 33 152 vFen< : (]C e)6J1-ISJO-. Fv, (J•JS)9J1-15.11 P551 51 -mail' ECOR vel.eem. F-0Y1fi)19 WµTEP, )IOU] e,, F e. rtCRIDR LTC. ,1 4115) A.S.S,A, American Shutter Systems Assoclatian, Inc. 4268 Vr'BSUOOAS Drive West P01m BCCCh, FL 33407 2017 EASTERN METAL SUPPLY. INC. Accordion Shutter System H.V. HARE q1 W/ OR W/o H.V. WNDOW RACE TAMING No 17-10 PON CONCRETE POURED CONME)E WNCRETE OUGCK �µ WICK OYFR B II iRFNCM OJ RNNGUARD MOUNTING QWALUFLOOF MOUNGNG ©WAyL/WALK D <R MOUNTING --_NOUNANG A50. IXSd NYWNT P,iE391W M]AG IW .•._- .... . -... ........ .. (h) ._.. _.... __ _ ASO [(9OI nLWIM M'41FI MIRB IH✓ _ ASD 06GX NPA]M NLS113 MTXL.._ (H•I l5G tf]SN P M]Wi ]0 •0 60 )5 90 1$0 I60 30s 10 10 BO )5 90 130 160 30S 10 T. BO )5 90 I$0 160 305 l-is- o I ]0 •0 60 )5 90 I10 IEO 305 w 1-0- t♦ 13 t0 0 B tl B 6 li t3 I] 1213 13 9.5 ) R LE$$1• I} t0 9 B B 8 0 13 13 13 1] 10.5 0 6 1.S 11 13 10 9 B _0 ) ) ^.-D- 11 13 10 9 B 0_ _.._. _.... 11 13 10 B B_ B 6 6 1} tj 1Z 9.s B B •f ] ._. ] ) 1 ] ]_ 6.S 5 S 5 ] 5 5 5 11 I$ 10 B--- _J] _5_ � 5 5 5] _5 5 3 11 12 10 H B _ 0 6 0 I2 12 13 1I 9 ) 5 ) ) s.5 ♦ 5 5 5 5 3 5-0- ___ , _ _]_ _J__ _ _J '- _5 _] I • 13 10 9 B B B B 13 I} 9.5 ].5 B 49 ].5 J ] ) ] ] ] $ JS 9 5 B 5 5 5 ♦ 1• 11 10 H 0 0 8 B 13'1} 1Z 9.5 B B ♦.s - ] ) )'/ ) j 55 1 ]5 4 ] 5 _5. 5 5 11 1} 10 9 8 B_ 0 6 i2 13 IS B ).5 35 1 ] ) )_ ] ) )_1,5 J.S-- S 5 5 S 5 •.5 ].5 - 6-0- 1= 1] t0 9 _ B B B B 13 12. 13 10 tl 6 •.5 35 ] j) ])] J j 9 5 5 55 5 5 H 13 10 . To0 9 ... P B .__.. _s 11 Tz 1 9 B B 0 B 13 1} .._ 10 8 BS 5 JS - ) ] ) ._ J _. ) 6 .__. •,5 __ - 5 .._ ] ._...._.. S 5 5 ...._ f �.s - 1♦ 13 10 9 8_ B _B B 13 t} 10 8 BS ] J,5 - ) ) J &f 5.] • - - y 5 S S 5_ • } 7.-0. IB 9 B B 6 6 13 13 1} B.5 ) f ♦ J ) j > ) ) ) J 8 5 9 3 s �5 - 5 5 s 1• 12 10 B _0 B fi B 1$ 14 13 9 B B 6 6 13 IZ B.5 J 55 • - - ] ) ) ] ) 5 - - 5 S5 9 5 ] - 14 13 10 9 B B__8 - 1�13 B.5 ] 5.5 • J '- ] J J 5519 ] - - s 5 s ] n_J.] - 0.-0.F4 -"" _4 _ 14 IZ 1B s 6_ B B �13 .� �__._..�. ) > ).. ..j Ss ♦...._. s."s s'...s s 11 13 f0 B B e B } 1 ].5 6 5 p. ]5 - J ) ) ).5 6 ♦.5 - - y S s 5 f 1.5 - - ♦ 1] 10 B B 0 - - 13 IS i.3 B 5 ],S - - ] J 6] 5 _ 5 5 3 ] 1 J 11 13 10 9_ B 8 - - OS B 5 � ]5 _-_ -•..)__] ) B.. ..5 34 _ 5 S•.•j 3.. 5. • .�.._ 14 101-0 1.5 ]] ] _ J ] } 5.9 i.5 - -. __... 5 5 ...�•... ..5 �.5 ]5 ...- 1 2 IV-O- 1� 13 10 9 B _0 - - I] 10 ) S$ _♦.5 ]5 ) ) ) ) J. ) J.5 -__! 9_ ] 5 5_ _ _5 _5 _ I♦ IZ 10 9 fl B - - 11 I B 5.5 • ) ] JS 55 •.5 5 �5 5 4 1S - 11 13 1B 9_ 8 - 12 93 6.5 5 __• ] - ) l } i ) B ] - f 5 5 •v_ 5 1.5_]5 _ _____- ) ) 5.] ♦.9 ].5 - _5_ 5_ 5 5 i.5 i 3 _ _ _ _• 12 l0 H B - - -_ 0.5 B 5 J] - ] 1.] ]S - f B ♦3 35 J_ 1}'-D'. 11 .,.1$ f0 9 0 _,__ _ I.50.5 6 ♦.5 }5 3 - - ) _LS ) J ) ) 4.5 _ I - 5 5 S 5 ,.-5 5 1.5 1♦ 12 IB 9 B - )^55 3.5 ] - J ) 5 • J - �� 5 5 5 • ] 1♦ 13 10 9 B - 9 ) 45 U.]] ___ J ] S.S 4 3 S 59 - - 11 10 9 1 s ♦ 1 _ _ 13 10 H OS 0_ ].5 ♦ 1] > l ] ) > - S 9 5_ 5 s I♦ 13 10T. ) 5 ].5 - - - S 5 5 • _ 1Z 111 H 0.5 63 1 ___ _]_ ) ) ] • _- __ 1♦ I2 10 - 9 J ♦.5 J.5 ] ) SS _J9 ].5_ '• I • _ 1 13 Ie U.5 .65 • JS - ] s's ].0 _ S ].9 - Ifi-O" I♦ I2 10 __ 9.5 ] aii3 3 _ ' _ - '�-' )__ J > ) 8 ] - - S 5 5 5 5 •.5 35 H _ t2 T. 11 I} 10..-.. ) J I. y - 5 9 4 5_.. .........., C2017 ,ILTECO, INC. liC EPis .. ✓9 IL�ECO (�J[; TILLIT TESTING & ENGINEERING COMPANY -naN: Nn[co0acl.[em V •..... �v 1"L ry AtALEaV,,ni" P.E. $�ACYSI'3NA%RE/DATE NIEN;UU.111,,PE. ELORICA CM, A 44187 TAPCON OR TGPCON WITH ADVANCED THREADFORM TECHNOLOGY All POINTS SOLID -SET BLUE TAP _ TMPER+ "' SEE ANCHOR 6PECIFICFTION6 ON SHEET 13 O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 J) HV BLADE ONLY A..S. &A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beech, FL 33407 CODE (Hon High Velocity Hurricane Zon &ROD EASTERN gETAL SUPPLY, INC. BERTHA HVT1, Accordion Shutter System H.V. HALE $1 W/ OR W/O H.V. WNCEI HALE AWING No 17-107 MAXIMUM A S D DESIGN PRESSURE RATING ( (1 ANp CORRESPOhDITX Ly IL ANCHOR cP / GIVEN MAX. SHUTTER SPAN. NFGATNF A c D. DE 1 PRES R RATTN('MCM UMDOW A HORFSSPACIN in.) KHEI211.11.17 FOR L m NG TYPE, (SCE MOON➢XOS OR SNERS Ifi k 1). � LJ B :E�3 -T- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOU HERN Plx NO. SPNUCE PINE SPRUCE PINE I/2 MIN. COX 2 u/ MIN. G�O.Sg. FIR NORTH Fift SOUTH uaumM OOUGLAS FIR W/ MIN. C=0.50 l4/ MIN. 0=0.43 W/ MIN, G=0.36 PlnlOOD W/ MlhuGc o3o W/ MIN. G=O.a3 W MIN. G=0.36 snm p0 WALL MOUNTINGS CEILING MOUNT T µ'ALL MOUNTINGS CEILING MOUNT T VlALL MOUNTINGS CEILING MOUNT i FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTNGS W & k M. N. 0 & R M, N, 0 & R FLOOR MOUNTINGS R.O. WF11 IAOUNnNCS B.O. IW L MOUNTINGS 0,0. WALL MOUNTINGS W&k W'&k P&0 S&V S&U S&V _- _ ut64y13DDva m^I Ie35R MRB lP1 an «>]rnm.[xzmPtMs (M aEOAlExt 6evx Esx (#, _ms mtmstT:ar64A lEvcsE Rgq ME aj _D.m _1¢a RD••rxsz 6461k1 DSa mw.rmFEax fM ra axAm^<m>ara as � _ _ Iyl qsn ®lcry msn am4 y0 <0 60 )S 90 pW ]0 a0BO ]5 00 OS 10 •0 60 ]5 90 OS b a0 EO ]5 90 OS JO IaO� 60 }'v 80 OS JO q0 W )5 90 OS b q0 60 ]5 BO OS JO q0 60 ]5 90 O$ JO a0 fi0 ]3 90 OS 30 <0 60 )5 90 OS '-0_021fSS'2 10 IO B B g 6 6 6 6 fi 6 12 10 9 8 Q E 6 6 6 6 6 12 10 10 9 ;0 B 8 6 6 6 6 8 6 g 5 q a y 1211} I} t} IB 1} 1p ip Ip 12 1} 12 12 12 1} 12 12 12 q'-0' 2 10 10 9 B B 6 E 6 6 6 E 1} 10 D 9 0 B 6 6 6 B g 6 12 10 10 9 0 8 6 E 6 6 6 6 6 5 •< } 12 11 q 1} 1} I} 11 I} 11 12 11 Ip 11 1} 12 11 12 12 5•_1�'_ 11 10 10 o B g 6 6 6 8 6 5.5 12 10 f0 B 8 B 6 6 6 6 6 S 12 f0 10 9 B] 6 8 6 6 8 g 6 5 a t y 12 1} 1} 12 1p 12 �I 1} 12 t2 1} 11 12 11 12 12 11 0. 6_-0' _ 4 10 t0 9 B 6d 6 6 6 8 5.5 l5 12 10 10 9 g 5 6 8 6 5 l5 I] 10 10 45 .S 9 6 ].S 6 6 6 fi 5 a.5 6 5 t • - 12 12 12 12 12 13 12 1} p 1} 1} 1} IB 12 1} 1) 10 6.5 G 6'-Il" 12 10 10 ).5 •.5 3 6 6 6 `v t J5 12 10 f0 E J.5 - 6 6 5 J.5 3 12 f0 10 • .5 < - - g 6 5 .5 3.5 3 6 5 9'-D- 4 10 10 5 J.5 - 6 g SS .5 }5 J 12 10 9 q - • -_ 12 1] 12 13 12 12 12 R tp 12 113.9 12 12 LS 9 ].5 G.5 - 6 6 65 t J_ 3 12 10 < ] - - 6 8 a,5 • 3 3 6 5 J.5 _ 12 12 11 12 R 10. 11 12 R I. 8.g g.5 12 12 10 8 E.S S.5 -__a,5 - --"-_ - 12 ],S H-0 12 10 - 6 i5 - - - 11 % - 5.5 a,5 = _ IZ 15'-0 f1 16'-0 12 6 - 12 - 5 - II' S - 6 - - - 12 12 16 B.g E.S • 13 12 g 6.4 5 3 IiE 8.5 Sb 4.S Ja5 - 0 HV BLADE OR P1, HV BLADE W1 C11A HV WINDOW BLADE WORKING IN UNISON* LL Mu'.hRTS p y9 a<Y M^f �/ W Si4R + NOTES ON ANCHORS REQUIREMENTS t5'OOD SUBSTRpiES 1. M"ORS TO WNL FL00B OR SOLID NWB 'all SIVAL BE M FOMf1W5: J SUd51WlE -N COM516r OP 1NE FRUBI'NG: -5WMpiN PINE No. 2 x'/ O.D.55 No - 1/4 0 IFPCON MEXOBS, M INMVP UPEB BV LT.W. BBLBEX 0/ MIMMUM EMO ORMT AS 1'W^ IEO AT -BDUOL'a nB W/ 0•0.50 INA,S ) GCN $ECNNJ OM I SNE16 & 1]. EktE%IOX: ME xB1E -SPNUCE PINE no .OHM W/ C.t, (x DSJ OM.. -SPRUCE gIIE nR SWM W/ G.0.18 (NDSJ 2, µ RQERI TO N Osr CENNO SHILL BE AS PER MOVNIxI0 m,E U. BRUT 1] MD 941L Cower Of -EON' 1/2' CDC PUPP000 (1956 IRA) Me . SEAMS S PER 019 Yea eBIYJS 2M. <. INCHORS S BE D15T/LLFD Fp UENINO y1 DF ME REECMNEFMTOXS µG EPECP1 TMt6 or 1NE A4E10VY LLVRPMRE ER, FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone 111 AA'��LIFF�Frr�x�"` . •" ". �/f e2O17 BL EEB. INC. 111 3`l' , 02017 EASTERN METAL SUPPLY, INC. ��cE�SF'":P`i BERTHA HVTM pA.a7'.S.Aw ` Accordion Shutter System H.V. MADE #1 W/ OR W/O HV. WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY 2 5,• ATOFIC00 ShUfteF Systems Y TS 2v. x orscmrnoH DaE cXAm1 er: Lc. p � mM XSss r1.w. Ten, sX.. S,I. L9s, aBI- D(3.5)1 Association. Inc. 1 DLD is-ags )/}]/I MTe: m n/v 6 •- Pxw,I :,(»')9> C ...I: (Sos)6]1-1531 1-1" -mep. 268 2 IS 15 ._ ti/ y\" 0 IR,, Luesoao:.cam EB-oao6Pm y}Og( p t Pal Reach, L 33 Ulm Bench, FL J3407 3 DRAWING No -F ONAL F. IfL 4tEx A. TILVT .". P.E. -/ F � 1 O F ' P.E SFhE%StBtVATURE/DATE rLDROA Lk. E In6> s SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 8 HV* BLADES AS APPLICABLE Ru FINISH SHUTTER SPAN L+ 0 — FOR INS ALLAT ONS INTO WOOD WITH HV B DE 1 ONLY SHAL B TIED TO 105.0 sfA.S.D.DESIGNSSU E G SEE SHE 19 ORMAX SPAN & w D TAPCDD OR TAPCON WITH ADVANCED A. D. DESIGN PRESSURE RATING FOR INSTA Ler ION WITH B DE 1 & d RKING THREANTORM TECHNOLOGY W/ 1112' IAn. PENETRATION 1/d D 1A^CON OR " I'�OF TAPCON W'iON ADVANCED TNRFGDFORM TECHNOLOGYIENEN N I SON UNISON READED ARR TO, II G N900 NUO'F. Or READED AREA EXISTING .. - Ir WOOD HE D SC.NCDVLf ( T- FI (SEE (SEE 5[rvEDULE OH SHEET 15) u0 _)I�- 4 TM2G ; IOOR �� _ 1 ce®jY DATON 3/d ACNIXE 1 1 / SCREWS 4. I A 20 NUTS 1'— 1M1Fw $OI"CUE _ 1 ., 1 ¢ I2' D L _ i�\A111111R 3 / p I EXIGL\55--# O4 S.HET 19 N: EVY5:1:•G l� '' I ED s 3 1 T L I -- I )PR 15 '�^ L MALL- 1 I I I I ..._ EJISANG MIN. _IWPLL. NISN Dy Ul\U}Spl\\ lf�_O,R� ! HEADER REQUIRED' I OR I�e F'2;E14WDDD o ry EXISIWG h nrµ SERNAIICk I. GLASS-1 TOUSES 1 HEADER REQUIRED _ .� \ I _1/�D TWOON OR TAPCON .YNn ADVANCED ,.'- 1HFFADFORM iECHVOLOCY Y:/ I/2 1 X]FWE " 1919 Y MIt1 SEPFRR1 p:V f0 CL4`5 E —(SEE SCHEDULE ON SHELF �I I) \ M PWETRAiION OF iHREADFl1 nREq 10 FATS WOOD I \� ON SH FOR G455 — EET'gC SCNEDJLE O1ADER SHEET r5) N)G —. t .—� \ 2 4'COME SLL OHV WALL HEADER INSTALLATION r— _ONHVAL WL HEADER INSTALLATION � OO HV PATE REO'D, WALL SILL INSTALLATION J55 -1 1 TO CLASS _ WIN. SCHEDULE f Sn.G (SEE SCHCDULE ON SiCCC Q �, I MIN $EYAiAPON TO ET i (SEE SCHFDJLE ON SHE'ET IJ lAk $EPARAi OH i0 G1P55-� 3 i COVT� GV55 EXISTING W009 PV,iE 1(SEESCHEDULE p6 SXF(T 1) f GLASS— ! _c REO D. 1 I{F _ �I Lu�� 1 f 1/4'020 3/9 5 { e 1 4YnLL \ '. ,.., MA E D CRc'.YS Y •. I d I J F MACHINE 1 \_ CF205.U1$ • t. :.. 2C IIJIS 4 ] OC Ii'J DO _I ,.. O Ill ,L., 1 � �3loR 15 1 OR {L� r ^ YIN I PLAT WOOD PUl' _J L{Q' { A�\Slllll\ill REO'0. i- p..L ) f0 O \ IA,_I n/e o OR T PCGN N' ADVANCED R I/a o TAPCON OF T V ^ON WITH ADVANCED 4 1 " Y J $':Id' LGM, L SILL PLATE 11/ t I/2' FE A TECH THREAOL.DlD / i ELRM IJn CENEIRATION CF LH4EADf0 FRr `-- -2' 10 IHREA FORM TFCI JOLOGY W/ 1/2 1 Ipl n PfFE1RAIlOk C. iNREF0E0 AREA IIJTO PLYWOOD — 1/9b 1gPC0N OR jfQi�G: \\ igPCON NIiH <CbANLED 1 SEE GHEE' 4 FGR IYRCA, RCQD 1 EXISTING WOOD HEADER. !`rE SCHEDULE p SII:ET 15) (SEC $CIICDVLE ON SNCEi IS) EXISLIkG IN 1 d' 1/2 V N. COIO 1NREiCFOPN TECHVOLOGY SHVrtEN 4SE1 BLY vI0.L FINISH LI/2 M'.N, CDX P1,W/COD RED-D. $TUGS W fi O.C. Mu` PLYWOOD RED 0. J/ '/2 A POCWADOL OF WALL FINSH- D`RfnCED PPFA Ni0 PL. ED 2 .gN%4G SECTIONS C BE CO:1'c NEO Iry ANY WAY TO -Ex !c N, 2.c- STUDS o 19' BE. MRX. RED'D. REO'D. PLYV/OC IC 6E ATTACHED TO STUDS IN (SEC SCHEDULE ON SHEET IS ) SUIT AT' INS1ALJ•IION. ® HV WALL SILL INSTALLATION PLYY,000 10 BE ATTACHED TO SN11 IN AIC,ORDANCE YnW ACCORDANCE WITH SECTION '308 00 1HE F.B.0 ©HV WALL SILL INSTALLATION SECTION 2308 OF DIE © HV F.M.C. WA I INSTALLATION ♦SEC VLI'AnONS CF V'yC 0: euoE is ol+ sHEn (9: FLORIDA BUILDING CODE (Non High Velocity HUrncooe ZOne 1.L�"""' I,`Pg}�Ja`�l.(' 11 �^ 02017 DLTECO. MC.. S'dOPI EASTERN METAL SUPPLY., INC. ./t�/ `� �fSF✓ � IL E C O INa. A S S A BERTHA HVT1A Accordion Shutter System N' I ry ••• • HV. Iv+OE {/, W/ OR W/0 H.V. 4NN](N: Bt/•IlE "a /� TILLIT TESTING & ENGINEERING COMPANY American ShuHer SyS}ef113 W. R OrsCmmoau MIL OR— en I T�Op cross +... na:n. zL. zL.:m..RP�+w cwDa,:. nuw v+e Association. Inc. D:,D to-oa5 2/22/1 .nM. Do/22/n Fre..: (3TWRIN-m5o . Fa.: 13.5TWI-q31 4268 Westroads Drive 2 ���RIDP; R�Xdss si0.....F'... -T EoifioDg:.eaT West Polm BeQGh, FL 33407 -3 DRAWING No :. IfL P.E"SE 'a t�'4U 9E DATE .'atTER .. 0 ". R.E. aaRBA EN. .I "'S' 17-107 s SHEET e i6 OF 20 WALL rwlsN 111.�I I I -LA A. I WO U IS . .L.U. ULSIIi ESSU E RATING SEE % SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE t PY a wnar t,N TAPCON WItH ADVANCED V-8- (ANA.) EXISTING TXREADFORM TECHNOLOGY WOOL DGN REOUiRED. OF IMflIfLOW AREA E TO RATION 1/+ 0-ROv3/< 5.5. nANORT AL ARGOU..Cv I - I. PXILL!P$ TRUSS H[AD GE EXISIING 'WOOD BE)IM Ex STING vppp NVDER. - TO BE CERTIFIED BY _ EVCHNE SCREWS j (SEE SCHEDULE ON SHEET 15) M REGISTERED ENGINEER OR 1/<'-pp NUTS ARCHITECT PRIOR TO EO=-- 0 ./tea 12' O.C. SHUTTER NSTALUTION. _ _1 I,znl'{l1l .!"�- AIR /i TACO DR 5 TAP ON 1lItH ppJA CF.D \ 1 .i 257" THREADFORM TECHNOLOGY ��mX W/ 1 1/2 :. P£+'TFARON �•- I t..OPIIONµ OF AN AR.A 10 E04 E0 a! I EXISTING WANE HEAgIR. �/ - SITS 0.1 SHEET I5) B 8' (SEE SCHEDULE 13 O C, , or or /5 EIIISTARG Ill. IN V, I 1I! EXISTING -:HEADER RED 0 1 GLASS (� TAN $..APgNG" Is GI) OPEN HOLE AL EACH. E --(SEE SCHEDULE ON SHEET I1) EXISTING r , STUD 10 ACCEPT CUSS 5/I6TAG SCREW ( -I- i _T�f .I_ I At CENTER OF WOE. HV WALL HEADER INSTALLATIONCXTSMNG _ CLASS rv.N. g 1D w a s¢eT1 a rxrn� IT OR W somsr.L BILL: aws Pix qA _ IL AN AH,I-IAlCiNc s[cUll A c..N sE LUDON,D : T HV CEILING INSTAL ATION cl. wAY i0 SUN ANY IN 11 C.NH ------ ... SEPARATION t0 GLAI I xm' S W $IP`I fl�jiy{i (5[E $LPEOI LF ON $HEEL 11)-- E%151WG rPi NUE ExGU55-J __.-_ ^ GU55\ D 4FR Iw96 R / ... tVUSr I I > ANCHOR FIF:_ -J A HOR ` I l �J sH/ I 1/a wcaT ox L 3/ _ :cN A'10x5/� NEx '-/ A- OD \ U/ WASHER HEAD TEx -13 OR 2'vV IN WOOD- I SCREWS a 12' oc OF'•, I I DECK REOOIRED INC A rNSN[LLOWEDJ .- -... _.. vn... — uL vvivly vv L JJ ---^ i I \_ IHb TAPED OR L. I �IIILLIPS 1R TAPCON WITH ADVANCED HA GOVSHINE $G THREADFORM TECHNOLOGY W/ 1./ 1/+' 2 11/2 If PENETRAI ON OF 1XRD.VEO APU i0 C IR' CC. _IDI ETISBNG IDCr. HEALER. (SEE SCHECULE ON SNEEI IS) `V� HV WALL SILL INSTALLATION IF'd I/1% TAPEON OR IAPCON WITH ADVANCED THREADFORM L TECNnOL00Y W/ 1 1/2 IL, PENETRATION OF THREADED ARU TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 151 OF IE WSE FOR is ATION (W)HV FLOOR INSTALLATION C2017 RLTECO, INC. 1 fF% TILLIT TESTING & ENGINEERING COMPANY N,w, sI sl esssPee.<: (s.. .DwD[v....... PD a)nn-15Ea . r<.: (=Gslan-1ssI wAL1ER A, TLN AE P,E. '!SURE/DAiE ao9mA u..f ++1e> EDGE (IF APPLICABLE) EXISTING WCOO 1RUSSES LR RATER a 2+' C.L. RECLINED TASTING SOFrII V.- .... DR., f 1 or 1© or I S W5/I6LAG SCR.WS TO EACH RAFTER OR TRUSS. ohE LOGAIF. TAG SCREV5 AT MIDtlDTH O EX9TN0 W000 1_1 MEMB N (2 M.. NOMIN0. AREA. AU)D All OF THREADED AFCA VAl)p FOR INSTu.AnONS "I )2P<FMAX A$ o DESIGN LOAD AND Y' o MAx SPAN, THIS IISTAI.ATGN IS ONLY `A JD FOR WOOD W/ !IN. SPECIFIC GRAVEYOro50ASDOUGLAS•IRCRSOUTHERNPINE No. 1. - IOOR 1� OR COUAL, 'G INSTALLATION MIN. SEPARATION TOcuss I I Y� (SEE SCHECULE •- I'"- �% ON SrvCEI II) I .j oecx IF DECKAPPLICABLE_ 1/4"n T%PCON OR TAPCON t1 1/2N D r /IN—, THREADEORIA TECHNOLOGY W/ W/ 11/Y AMIn. ' I--4" THE; .--- A,EA PATIO OF iHRJJED ARFA f0 EXISTING "'03 HEADER (SEE --r 5DIEWLE ON SNEEI AS) /�, L✓ HV WALK —OVER INSre(e' FLORIDA BUILDING CODE (Non "ah Velocity 6H.V.aADE EASLBERTHA A.S.S.A■rdion Shut1 W/ OR W/o RV. American Shutter Systems RIPTION RATE Associalion, Inc. 5-0e5 >/2T/1 4258 WesroodsveWest PGIITI Bch, FL 2'.6' MIN HOC DECK RECUWO MD FISH ALLOWED) EDGE Or DECK IF APPLICABLE TM !AWING No 17-107 END INSTALLATIONS n HV BLADE OR diP WINDOW BLADE INTO 2"x4" MIN WOOD STUDS aUl All v,ty� �i;OR Q.A'• z-G-n... szrraiwL x Irae END CONNECTION DETAIL 7 cur END CONN D N DETAIL (1J; LJ3< END CONNECTION DETAIL r 2! END CONNECTION DFTAu Cg: �ll6�o.lg)w.ivjm l.i` (CZ,' 4°'l13 VIEW YL PLAN DETAIL X f_txx: Ey55 l 1«u.n uvor) V vWIT.. _END CONNECTION DETAIL d3 w.av mr roc sxxs wurzc. o-ar :,..�� • SEE O'Iff IS OP USE fUR GlAOE (ig UN FEET 10 51`�Y` .•' �.. aJ/.-' =17111C.O, :NL A.S.S.A■utter $NUN6f $T`e�em5oAtt ASSOCIG}IOn, Inc.s]ss 42684Nestoada1f'......GG,\. W¢51 PU rp DBUCM1. FL }jyDl IY.C.`A HVrM�,- SystemH.V. `WNDON 9ACETILLIT TESTING k ENGINEERING COMPANYAmerican x.W. ]ca. s, xl..:m, v+cpx:, c1111), rima dp;e WALiLfl Ei�lJM1UT Jc RC M.GL'Tf16JSHEET18 002017TALSUPPLY. olun'x M: v6, 2/1 vn+[: m/v/nvxo«((]as)en-Ivl 4,\G. SEAL/SIGNATTURE/DATE DRAR9NG N.S/pNAL 17-107P.E. OP 20 5'aJs I`61a�— TYP. EA. END ala wlNBO,6 ALLOWED AT WV^-,� LYINDO'- DUDE V SEE END EONNECRON DEINIS ON SIT EE15 10 A a T,P. FULL EICM. —"� I ELEVATION vN. SERNO' T TO SUNS EM'�STING GV55 _ 5eeE SerEBAz, BN SMST " Mr &NEE(F) SNIT MA RUBES GL) 1. WO. AS.D. MSP1 PRESSURE B RB, .I N, - I10 P...1. ]. NV. SMRTT R SPAN: W J: UTAM/EL MOUNCNGS: A. D. 0 H H 0. SHEETS 6, T: IS `AqL AS MOUWONGS ", 0, r, U k W ON SHEETS 16 & 11. YOUTTEON EYIISI AB ED IN INCLUDED OR OI- NNLY AT FPI(AQ AGCE IN SI—EDE OO1 OPP0SNe CENTER E. 5. (A) W ""DOR BLADE B SH ONLY Ill PM A LOT. A Or 5 CRMNCS (]. HOLES) Fee v PER SLIDE Ai SPM GS y ON WIECT a. (8) "W. CLEOUNCE TRUu TOP OR SOFT. EDGE V BY BTBGDC &11'Y lO Or ANY 3.0 HOLE FOR L1 i SWII BE IS. (C) Fen OR L/�r RUDE CONWR BUT FROM STARTERS IENDS NAY BE BY.1" BUOE 1 (0) IW MNDNV BODE O MUST BE USED 4TERFUIE TD A Eam Hu HME lO B,RSUBHOUT SMUER'S WrOTH. (E) Cf, RTVAIES SNN.L ALWAYS BE INSTALLED OQVLENT NO A SOLID IN 8O I Ai pINFA WOE OF N. (1) POLYCWBON4E RJ MNDOW (ali STUL BE IN5141ED SO 11jAi iP05 FACE IHE INTERIOR Or ME OPEIIING B INO PROTECTE°. HV WWOOW iLJJ/1 MUSr FBE A ONLY IN AND LOCKED UsNO A NV SETTING TOOL PROVIDED BY ISEA NC. e, SEE MICHOF SPACING SCHEDULE MR INSTAWDONS M10 WOO FR l BNLONGS ON SHEET 15. AS UUOED BY Sre A49 LESION LOAD (11 BOTTS S 2 r80 zj J. Ml A`CNOR SPMWG SCNEgRE MR INSTAL N,,,, Wr0 POURER CONCRETE OR CONCRETE RM WALL ON SHEETS 12 S I] AS WIR) BY SPAN.. DESIGN LW➢ (SEE RISES 1 h e IBOVE). 8. A'SNUM SEPMTTON r0 C3A.S SCHEDULE. PER wSTW E-1998: vnr+0 OWE vwlu0u SEPURA.N To ell 1 TNau ] r ORS' NOTE 4 ABOVE) 1 \ ZL 9 22 iTP. W/(E!k ICM-[ExTERN41E5V ;D V\ /�--.- 14 12 CR N%O �(SEL Y.OIE a ABC,E) PLAN \ TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 11A_SHUTTER* ' OI,SILY', y\Girls ✓9'• * r ;N Q; Q„•'•F/nFhp X.,51..:M...e.. 02017 NIECO. NO. ILLIECO,.C. TILLIT TESTING k ENGINEERING COMPANY 1W1.MS, Ile.. IT Fe : 005)8n-IS]T rcPou.00m LD-CmEn9 1.1ER A IUUT .r. P.E. BLOROA U'. % aa161 A■S■S■A■ American Shutter Systems Association' Inc. 4268 WestroaoS Drive West PObn Beach, FL 33407 02011 WTERN ETN. SUPPLY. +NO. BERTHA HVD.I Accordion Shutter System HV. HAIX SI W/ OR W/0 H.V. VdNEM HAEE n. x DacalralOr+ D.rt owNR eY. Lc r rnD is -Des 2/n/1 D.rt. oT/2]/n ss/ONAIEN�'''r •. •• or CCAI /elr`r.rATl ICC /(\AiC 2 DRAWING NO —� D7 Ie.eFY F 3I I ti- .6-. I f)1 0035- ,N,GK n. AS,N .-6i3 CF0kD 0n. L-60 GRRv, STEEL reEIK "Las 1 TV D.C. EXLSING MOX, 43c 43a k m C GO %O S. oc.' EXISTING nwsl AS n PLICALLE LAIN. SEPARATION — - 10 GLASS _ (SEE SCHEDULE) F.. T-NG FIY.ISY RPPLICAALE O6 OG \06'OC. INTO METAL STUD WALLS * * N N FOR BERTHA 1 HV BLADE ACCOROIOH SHUTTER SYSTEM INSTALLOON TO METAL STQQ WALLS S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 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 S METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE ,/ BLADE SLACK DETAIL 11VF IS ALSO VALID FOR ).[I- 12 38 CENTERMATE 11 APPUCATION WITH BLADE 1Q a 436 .E1 i/] OCJ 1I11CK L.yAWES 65J CR<OE ,0 2 kbF. ® 6" G'G' .El.L srvos ei eE oc MS WALL HEADER/SILL INSTALLATION SYMMETRYCAL %- 430 436 43c ���SYMMETRYCAL CENTERMATES WL..' CENTERMATES W EXTERIOR ACCESS SIDE. „ ,INTERIOR ACCESS, SIDE ` IN /ta3 - - _----,.24 ------ _=====r====-=====z---=---------------- —_. - -- - — - - --- -- -- ----- 1 21 21 21' L-. J1.4• i 3 (6Mn.) — --.-, - 24 HVA� --6 VI (Tvn ). _). ..-_.1 L_......_....— VB BLADE SLACK DETAIL HVF yV� >P A. Tllj` ew 020r1 r.TEea. N . 114 \C.Pl,g�e, -� r ILT�ECO ,TILLIT TESTING k ENGINEERING COMPANY n.n.:., e.. O, ws n'. refiw.,. c..o. 'Drew we �� PnOna e�(]0510)t-,SJO . Ec.: (30519)I-ISJI pFf:' FtORl04'./ \_C\4X'.-meae-D0CSa.m:.c� �qqtr , y WALIEP A, , I 1, Is, SChLTtl�E%DAiE noRloa u.. +416) MATES �1-2,000-MO.,I— 3a 1/4"e NOMINAL ALUMINUM SLEEVE 6063-75 ALLOY CFPAPATIQU Tn CLASS SCHEDUL o __- 3.OD0• 1 MGw. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4• I Qc LENGTH 1 43 1/4"0— 0X3" POIT MUST PENETRATE 43c t" 3)3-- TIT I/4 a-20 THREAGS 43G 1/4"0 ELCO CONSTRUCTION PRODUCTS EAB—LOK HD COMPONENTS _EXISTING HNSX AS A PLIC431E 0,P. i0P L HOR01.1) SCALE: 3/8"= I- J/41 6 I/4v OAS' "CK 'N' `I .CONI. A.V. GI'EEL iFAOK CANNEL, A.M. A-653 GF.ADE 40 Lm. C-60 CµYANSEO FASTENED TO STUDS J�RIXEE A11N i0 N/ (2) /6x1/2' TEK SCFEWS ON NTERIO`n k EVERIOR fACE GLA55SEPA- (SEE SCHEDU J a NN\J LOCATED AT 12 HVvj HFADEfI/SILL UIaS I VIEW Y 6 T/2-.. AACK ** _l SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE(Non Pogh VeloCity Hurricane LV'3011 EASTERN METAL SUPPIY. INC A■S.S.A. American Shutter Systems A9900IONOn, InC- 4268 Wealroads Drive West Polm Beach, FL 33407 Accordion Shutter System H.V. BADE #1 W/ OR W/O NV. MAN OW BUADE 0Csl0"Tc. I DATE omvm a,: L., I OLD IE-O85 1/27/1 OArz: 07/27/17 2 s DRAWING No 17-107