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HomeMy WebLinkAboutProduct Approval (2) END INSTALLATIONS LI) HV & L1 HV! BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4"MIN. YtaaS 6fUD5. 7/4'0 TAPCON wTiti - r (�AFPLICASI� I \ / /ADVANCED THREADFORM I 2"x4'MIN.WOOD / ` Wx4`STUDS. TECHNOLOGY INT BUIIAIX \ STUDS REO'D. . {• W000 STUDS. R:CWNO @$'O.C. X I 2'x4•MIN.YMOD `\ / (AS APPL,)CABLE) j 1 / \ STUDS REO'D. \ / au— w/1 1/2•MIN.THREADED \ , .J _FINISH \ PENETRATION fM0 SNOS OR \f �wAt.l.1 V - W/MW.i/2'THREADED l � ( 'i /E%ISnNG CUSS— { PENETRATION TO i/2'COX T` J I uEiNISHPLYWOOD7F NO 5ND5 EXIST. EXIS'RNG GLA95 \ f =EXISTING GLASS f `I � f i `+1 f \ 1\ I V i th'ri CLASS tr / / \ M.N.SEPNNTLOL! MTL SEPfRATION PLYtYOa.: VY.gPATUnON 1 t4N s�ARVi ro @.l5(SEE 1/2'MIN.COX SCHEDULE a,s I PLYWOOD. 1Jt6 C ID4 (SfrE I �+( T Pinwoo cox m LuGLAO ts0 It FOR SLADE 0YIALLJ/ I FOR RACE @4 SHEET 19 FOR - 6' (6063-T6)CJOE FINISH -f/2'MIN.CO% 7�SIf2T f9 FUDR I 1(ri SMEET 79 FOR 1/2 ,1 11 FOR SHFsT4DR &&DES©AI. I ALUM.CLOPLYWOOD., tyALL 7 2'MIH. AT�ERHER i OfA'7E5{i}dt+� FINISH ' t El1OFSQQ d: a usi r oA r wx. j H/tESQ)k�t ` DF narr� 'Awa x.`C 1 - ` io.1 2•S.M.S.. p Twat-,5 NJIOa K - < 016 D.C. Ote 0 C•S. -—_. T W i7i i r tsm ��'�i�, r i T4iKQi wTtH 4or utn ♦I SEE DETAIL%FORS 1 OR d9• { / � 1 OR,�, " ( SIDE CONNECTION !!! •� + I SEE DETAIL X FOR J 1 OR`l9'• TO TRACKS SEE DETAIL X FORD � 6 22aQ'a(�s•O7 aQarjvp,'•I�ya / SIDE CONNECTION 6'a�ya�J6'.Q7 aCmtt pl. ',a SIDE CTO ECTIOS (3 (D ^3a� 0 1... @•O, &V / TO TRACKS t0.3+m '7 ,fsa J 2,�a9.4'm!J•0°`� .1.0i•f'a 0• a j. �:A3m r.. ©*�,�ja 6(�'•Q./�.a �"TO,T�"`.ajy,�a 1�.�a C,/1,I�m©•,�.�.,�.a �.7�a•(Tv�•Q7:Qga . °TLj, asp•s?° &70 D�aC3 �a •tg„ ,yg,al• sa 3 1$at?aha Oe ,�a�,�aCa•,G ss7.�,aI�..�m�.SZia pe.[ay`�•53a"9•�'Sr eU'iaa3�9.1'y'ati�•�> END CONNECTION DETAIL 710 END CONNECTION DETAIL) END CONNECTION DETAIL�S,t E70STINc END CONNECTION DETAIL 9, +REOUIREO ONLY FOR SPANS GREATER THAN 12'-0- 1/4-0 TAPCON VM 1/4.0 TAPCON WITH CLASS EXISTING CLASS ADVANCED THREADFORM ADVANCED THREAOFORM !-_ TE'CHNOLDGY Its 6URDE7L TECHNOLOGY DW BUflLE% 2•z4'MIN,WOOb ANCHORS W/1 1/2"MW. ANCHORS WI 1 1/2•COIN. THREADED PEr1ETRanoN THREADED PENER?AnON 10x1/2'S.M.S. APATIpi ♦ SEE I.fMITATtONS OF USE OF MR+L SEPARGION STUDS REO'0. 1 INTO STUDS 0 12"O.G. INTO STUDS @ t2`D"C. 016 O.c.� To G.ASS(SEE i-, BLADE 1A'ON SHEET 19 ro MASS(SEE "COIN. 1 l4 .� �. STDFDULE ON SFEET I , i" _ ti ETR SLAOE1fi1RU \ CN SHEET F9 R%2 Z _ __ i'RI Si$£i 19 iDR I I` I l f J I �.. I 151 KAo-S Q)@ __. { LiLA05�h t 1/2'MW_ I \\ i \ r Jf! // I ! �,:1 { i r..-y_^% Al," — f— / z uW. 42oR13bR�O=C15 + �,y• .) >E �� . `fit. �: `; �_ 01' 4 60 oDa8�jDRG1 CR / f/ Zc;310R�cR([S F>.a�{a©•Qa�ajpl•�3'a �YiALL flNISH 2'x4'MIN.WOOD) Y.•AiLJ I f7,-4'C•O7 a,@aTO•L3a VIEW Y Ls.¢3•a�.g3atu?,.sa STUDS RED FNSNsa •�sa�.D PLAN ©:C7. a©.d.Na C`C1 fi av`O lea �s•�:a Lt�...�,a,6,pm g'•a�a'�•Lsa`J6•iJ m �• ",ICg,.�3,a�4.�5, Q9' 8m9,SSaL9•y+ DETAIL X END CONNECTION DETAIL: 3�„jr END CONNECTION DETAIL 121 FLORIDA BUILDING CODE High Velocity Hurricane Zone 1t��\t-••• 44i�,� ©2017 EASTERNMETAL SUPPLY,INC. BERTHA HVTM TL E C O m , A.S,$,A. Accordion Shutter System KV, RADE#1 W/OR W/O FLV.H/NWW BLADE American Shutter Systems REV.No DESCRIPTION oAte DRAW N N(•r_� TILLIT TESTING do ENGINEERING COMPANY OF ,•"Q ,d 6'55 N.W.36t0.St-Stm 305.V�RGM GARDENS,FLORIDA 3318 Association, Inc. t OLD 15-060 5/02/17 D \ Phone: 305 71-1530.Fox 4268 West Roads Drive! ( }8 (305}877-7531 2 •'('�A ..4_4 ORiOP•'• '�A tt1 e-mc6:tiltecocooLwm West Palm Beach, Fl 33407 3•......'• \HtWAI.TEfi A0006719LLIT P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 BE'�DATE FLORDA Lie.#44167 5 6 • QENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA HV BLADE ACCORrjln?Jw rC,�7—05e.`2I.i 4i UNISON WTTH HV WINDOW BLADE Ob Cti>Aa+ 0y 0 0 ! o 1.MAX.AS.D.DESIGN PRESSURE RATING:41I0,-110 p.s.f. G 5 I 7 IiI 1 , 1 2.MAX.SHUTTER SPAN;96'. ! n 1 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7;AS WELL AS (42MOUNTINGS 14,0,T.U&WSHEETS IE&17. ONLY OR ARE WIM 61) z_ LIST BE SIDE LAYOUT ENTERUATW.P.iiOR APPOEXiF00 O�ACCE55 CASALLOWEDF OPPOSING �t CENTERMA E. r— 4 Ox2„5'� 5.(A)!1V WINDOW BLADE ITSHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS Ua� TW.FA END 1 (3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HY WINDOW BLADE 1�A 4 , OF ANY 3`0 HOLE FOR®SHALL SE 12". MAX.5 WINDOWS ALLOWED A7 HVA H � '� WINFIRST OR DOW BLADE 1��E COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1'S N (0)HV WINDOW BLADE i�MUST BE USED ALTERNATE TO A SOLID HV BLADE 1(D THROUGHOUT SHUTTERS WIDTH. (E)C ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE T AT E(BiER SIDE OF THDM. - gx 1114 ' (F)POLYCARBONATE HV WINDOW 4 SHALL BE INSTALLED SO TABS FACE k2 THE INTERIOR OF THE OPENING BEING PROTECTED.W W7NDOYtTH{G�4[)MUST BE SEE _ s Q ¢ i, ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIDED BY ASSY DETALLS ON SHEETS , ffi FULL HpGHT. e , gtDR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME = 1A 1 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES K P P 1 &z ABOVE). M„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES t &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE: f�tA�K (SEE PLAN FOR REOUIREMEhTS) D H V TYP TOP&BOTTOM W Og141 Op(��r� SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUMITED WIDTH 96`M- 5' ELEVATION 154.SEPARATION TO Gess EXISTING GLASS--i .(SEE SCt6IxI1E ON SlGfF 12 FDR 6[ADEQ ..•_ __-_I A�9)IAV 7H5 SNEE;f FOR-- ^ _-_.. .--_____--__�__-L.____-_-_-��___�=.'w`__-___. .�-�_ ('ter.. CDMMATES ,"(J5— �rAl' AALIQ�1/1=5EF NOTE 4 ABOVE) 3 i r/ t2�Tza ti\ QO! SYlA! ICAL CENTERIAATES 21 (27���(.,,�T2 /� IG 5 AND �.,,, ''1 r"` /S Yi/0 X35(S NOTE 4 ABOVE) PLAN I?TA�,22'� %R-4s TYPICAL Ii> HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* FLORIDA BUILDING CODE (High velocity Hurricane Zone) 6 2017 EASTERN METAL SUPPLY. INC. ET�T - BERTHA HVTM '�--—5rT1 A� $�A� Accordion Shutter System H.V. BLADE#1 W/OR W/O RV.WINDOW RADE American Shutter Systems RCVX. DESCRIPTION DATE DRAY,Tt BY: M.L. t TILLIT TESTING & ENGINEERING COMPANY STATE OF 6355 N.W.36th.SL.%o.305.VRGINA cools.FLORIDA 37th Association, Inc. 1 OLD 15-080 8/02/17 DAIS: 08f02/17 '- 4 4268 West Roads Drive 2 t4 Phona:(305)871-1530.Fox:(305)671-1531 DRAWING No �(•`•.,.1pH1D ,.•'�, t1 a-MRI:tilte-O.W.mm West Palm Beach, FL 33407 3 -f EB-0006719 Phone:(800)432-2204 . Fax: (561)209-8383 4 •I r—122 WALTER tt R A TILLtT Jr,A.E. p A} /per FLORIDA uc.g 44167 5 SHEET 6 19 OF 20 INSTALLATIONS W/ HV BLADE & HV CENTERMATES 4� 6�GUED MINIMUM. IRT_ 1 1/2-x 0.035-THICK VARIES Min.ASTM A-653 GRADE'. i 2'Max. "in.G_sU M N , w -vol _<4� INTO METAL STUD WALLS 0 METAL STUDS AT ,,�%.C. Y 'M ------ 6" MUNRA ----- 114"o NOMINAL ci C1,1 1/2- 75r GENERAL ALL TIONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR, BERTHA Fl)HV BLADE ACCORDION SHUEEER 6063-T5 ALLOY 430 212 1. REQUIRED ."U. a SYSTEM INSTALLATION TO METAL S 2 TUD WALLS 0 6'O�C. 3/4%6 1/4-x 0435-THICK Min. 41, SEPARATION TO GLASS SCHEDULE 3.000 CONT.CAI_V.STEEL TRACK CHANNEL,I I! Max. C NEL. 0 6'O.C. U111AU1111flitu" ASTM A-653 GRACE 40 Min. -60 1. MAX. A.S.D.A.S.D, DESIGN PRESSURE RATING: +75, 75 p.s.f. GALVANIZED FASTENED TO STUDS W/(2)86.1/2'TEK SCREWS ON _2AS APPLICABLE IDS EXISTING FINISH 1 MINIMUM INTERIOR&EXTERIOR FACE of 2. MAX. SHUTTER SPAN: 84" SEPARATION -43c LENGTH I 1"I- MIN. SEPARATION i I I TO GLASS EXISTING GLASS 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS (§ 114 —203- BOLT (SEE SCHEDULE) 433 1/4" v MUST PENETRATE(9 1 " In I (TYP.) VE11"''NIS" 4. ONI.YgENTERMATE V21 W/(24 HV LOCK ARE ALLOWED AS APPUCA.LE WITH 21 ARRA GED A SYMMETRICAL LAYOUT.' REQUIRED MINIMUM (15" LONG, MINIMUM) MUST ALWAYS BE �6 0 USE Of 2) 35 .250"�r ��Ma" 1 3/4".6 1/4'.0435"THICK MI.., INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 0 ONT•GALV.STEEL TRACK CHANNEL,1 43C ASTM A-653 GRADE 40 IS- -60 i GALVANIZED FASTENED TO DS 6.O.C. CENTERMATE. SCR" N W(CRI&6.'C'U"EITOWR SCREWS L 1/4"0-20 THREADS i r BLADE SLACK DETAIL HVF IS VALID ALSO FORI (4_3�_JICO_ELCO CONSTRUCTION WI gi ------ 1/2' 7 In 38 CENTERMATE 21 APPLICATION WITH BLADE 1O PRODUCTS FAB—LOK HD Ut-REQUIRED MINIMUM VARIES 4 36 lV1 x I 1/2'x 0.035"THICK I a 6" O.C. COMPONENTS Min.ASTM A-653 GRADE 40 M1i..G-60 GALV.STEEL Max. WALL HEADER/SILL INSTALLATION EXISDNO FINISH AS APPLICABLE SCALE- 3/8'= I" METAL STUDS AT16'O.C. (rrp.TOP&BOTTOIA) 1C3/4-.6 1/ 0,035-THICK Mi.. _zEXISn_NG­GLA_SS .,ASTMI A-653 GRADE 40 Min.G-60 ONT,GALV. EL TRACK CHANNEL, GALVANIZED FASTENED TO STUDS SYMMETRYCAL 7EK SORE ViSON 43a WATION I INTERIOR&EXTERIOR FACE TO Pr CENTERMATES ES W/ MIN� SEG ASS 2- 1 CENTERMATES (SEE SCHEDULE) Max. EXTERIOR ACCESS SIDE 1 f INTERIOR ACCESS SIDE ------------ ------------- - --- ----- ------- L­-6-(TYP.) MIN.SEPARATION!TO CLASS IN \�r/Mx ufi;rLoTcK'TO%Am IN 4 W/IMM LOCK(SEE SCHEIM (6'min.) ......... ----------- — -------- --- --- - - -- - _,)A j ---—- ......... y ------I- ---------—-—---- --------—------—---- -- -- ---—---------— T—_ _;;----------—----- J 42 21 a--/ 21 LOCATED AT 21 21 li'V' HEADER/SILL ENDS V, ---- -----------I EW Y 2�1� (6"Min.) SIDE CONNECTION TO TRACK 4 12 �3 1/4!*(Typ,) —'6 1/2'(TVP.) —7 7 6 1/2-MAX.SLACK (Cont.) kLVB NYC HVA ..1100111111111-43LADE SLACK DETAIL HVF FLORIDA BUILDING CODE (High Velocity Hurriccne Zone) Q 2017 EASTERN METAL SUPPLY,INC. E N s,& x BERTHA HVTM =_EM N�c Accordion Shutter System /TiLE H.Y. H.V.WINDOW MADE A.S.&A. MADE#1 W1 OR W/b, prv.N. DESCRIPTION DATE DRAVIN By.- M.L. Shutter Systems cc TICCIT TESTING & ENGINEERING COMPANY American Association, Inc. I OLD 15-080 OEV02117 DATE, 08/02/17 6355 N.W.36th.St,St.305.VROWA GARDENS.FLORIDA 3316f 4268 Phone:(305)871-1530.Fox:(305)871-1531 West PWest Roads Drive 2 DRAWING No alm Beach, FL 33407 —3 CIA > 03-TLLT Phone: (800)432-2204 Fox: (561)209-838 I 17-122 S SHEET 0006719 WALTER X Jr.P.E. P.E."S�-/SOAFLORA U..#44167 WRC/BATE 6 20 OF 20