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HomeMy WebLinkAboutProduct Approval (3) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES AS APPLICABLE MAX. S P + — 0 INSTALLATIONS INTO WOOD c� T HV BLADE TONLY SHALL WALL nNISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & —1/4"Ill TAPCON OR A.S.D. DES G ESSURE RATING FOR INSTALLATION Wl H BLADE 1 & WORKING TAPCON WITH\ ).� ANCED THREADFORM TECHNOLOGY - �—� 1/4"0 TAPCON OR I=� W/ 1 1/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY — -- OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING }^' EXISTING WOOD HEADER. WOOD HEADER. (SEE SCNIFDLI E ON SHEET 15) I TO�� I ' —,@OR t. (SFE SCHEDULE ON SF[FT 15) y 1/4"I-20x3/4"S.S. MACHINE I SUlDaE ON SHEET SC w/ 1/4"-20 NUTS 11 HER BADE OAlo " (� M O 12"O.C. ON SHEET 19 FOR EX1 9/OT5 t i ISTNC 1 m Q�1 CLASS-4 \ v 3 1 I WALL- !r OR, ti � FINISH L---OPTIONAL WALL E19511NG MM. ••y`. ` FINISH 1 07 2"X4"WOOD (DOR � I EXISTINGMIIN \ HEADER REQUIRED E1(ISTSNG I ( HEADER REWIRED 1f"/IAPCON OR TAPCON WITH ADVANCED (y THREADFORM TECHNOLOGY W/ 1 1/2" MN.SEPARA" I I I -- ��� .I _ Mk. PENETRATION OF THREADED AREA TO Goss 1 TO GLASS(SSE MN-SEPARATION 10 GLASS 1 I t1 EXISTING WOOD HEADER. �•. 9110 £ AN EXISTING �.-- ' 1 (SEE SCHEDULE ON SHEET 15) FOR ElIOE mAtO--- (SEE SCHEDULE ON SHEET t t `1``{ ON SHEET 19 TOR GLASS—y --� - �- 11- ( �--2"x4"CONT.SILL L— BLAOFS m tt� - I PLATE REO'D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OKV WALL HEADER INSTALLATION CXIGLAN�GS---� - EXISTING F---(sem•�EDuE ON SHEET GLASSi1).. ' ' -fjl (SFE SCH OULEEOONTSHEET I,)._-.-- --- t 1 MN. SEPARATION TO GLASS I I �1 „v EX ]{ 2"x4•CLATjj (�SCHEDULE ON SHEET 11) I 1 9 WOOD PUTS(7+ E s i •a-zox3/4's.s. REQ'D. i �_� • SIC 1/4Y-201�J/{'S.S. �_ 1 USING 1/44-RE NUTS WS I MACHINE SCREWS WI I 1 - WALL 1/4'-20 NUTS O 12" 1 O 1Y O.C. FINISH I I O.C. "- REO'D 2"x4'WOOD1 _£O Y Min. - ` 1'1 . ' 'I 1 ` I "P TAPCON OR TAPCON WITH ADVANCED hj. 1 1 THREAOFORM TECt1NOL-OGY W/ 1 1/2" 1t N4-C TE Min. PLNLTRA110 OF THREADED AREA TO 1/4Y TAPCON OR TAPCON WMI ADVANCED 1 {"t TAPCON OR PLATE pOSTNG WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2' (SEE SCHCDUU ON SHEET 15) PENETRATION OF THREADED AREA INTO PLYWOOD APCOITEIREADNFORM ADV NOLOCY ANCED 1 SHUTTER T 4 FOLY�CAL11 -- • (SEE SCHEOUI F.ON SHEET IS) EXISTING MIN.2"x4' 1/2 MIN. CD '—WALL FINISH ' SIDS O 16"D.C. IIA1L PLYWOOD REOn. \ W/ 1/Y Min. PENETRATION OF 2-MOUNRNG SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REQ'D. STUDSREQ'DPLYw000 TO BE WALL FINISH THRFAFFD ARFA INTO PLYWOOD COMBINED IN ANY WAY TO TNG MIN. 2"x4"STUDS O 18"O.C.MAX.REO•D. ATTACHED TO sn10s N (SFE SCHEDULE ON SHEET 15) SUR ANY INSTALLATON. HV WALL SILL INSTALLATION PLYWOOD t0 BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ®HV WALL SILL INSTALLATION WITH SECTION 2308 OF THE F.B.C. SECTION 23M OF THE •%7E uygATaHs aE U of P HY WALL SILL INSTALLATION F.B.C. MADE ON T FLORIDA BUILDING CODE(Non HiyIi Vr�lo,:�ty Hurricane Zone 2015 FAiTFRN MFTAI ,I1PPL.Y• INC. ITi��"��,� ERTHA TMy ZI Accordion Shutter System , .. /.�. I L ECO 1... ASSA RV. BLAa,r, w1 CR W/O RV. W,►RACE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev. oEscwmaN DRAM IT1•: M.I_ • C fr363 X.M.3GM,St.SN.303.VIRGINIA CADDIS,BARD`3316 ASEOCIatIOn. Inc. , CX.D 11-192 4 to 1s DAIS: 4/13/15 Ph—:(305)071-1530.Fax:(305)671--1531 4268 Westroods Drive 2 DRAWING No STAIE UF F ORIDP `k'. c Ei3�xOOM 19 West Palm Beach, FL 33407 - 15-085 ( C�� WALTER A TUFT Jr.P.E. F -•• FLORIDA LIC./44167 6 SHEET P.F''Ai��it�AlblV ATE 6 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & a HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE (l) ONLY S TED TO 105,0 DESIGN PRESSURE RATIN SE SHEET 0MAX WILL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE (1) & Ik WORKING IN UNISON 1/4"0 TAPCON OR 4•x6• Min 0 2•MN. TAPCON WITH ADVANCED (Min-) IXISIING (IF LF THRFADFORM TECHNOLOGY WOOD BEAM REQUIRED. — W/1 1/2"Min. PENETRATION STRUCTURAL ADEQUACY — - _ OF THREADED AREA TO 1/4'f-20x3/a"S.S. OF EXISTNG WOOD REAM 1" PHILLIPS TRUSS HEAD To HE CERTIFIED BY --' EXISTING WOOD HEADER. ____ EXISTING WOOD (SEE 5ONEEpAA.E ON$RETS 15) Mt^ MACHINE SCREWS RCGISTERED ENGINEER OR - --- _ W/ 1/4"-20 NUTS AHCHHECT PRION TO TRUSSES OR 1 _ I9 O 12'O.C. SHUTTER INSTALLATION. 1/Y 1/2" ... 0..C.E EQUIRtI) 1/4.0 IAPCON OR ^^) NG SOFFIT TAPCON WITH ADVANCED .. 33/4n Uox.THK .257• THRFADFORM TECHNOLOGY M_ W/ 1 1/2"Alin. PENETRATION Eo- !14x3/4" F _ Vx4'1/8"CONT.ALUM, TUBE OF TNREADED AREA TO S.M.S. (6063-T6 ALLOY)W/ S -` -,-OPTIONAL EXISTING WOOD HEADER. O 6"O.C. (3)5/16"0 LAG SCREWS TO ;t yi I (SFE S0*DULF ON SLAT 15) 1 or ©or 1© EACH RAFTER OR TRUSS. t or1© or OkaLOCATE LAG SCREWS AT MDWIDTH OF EXIST NG WOOD • NAL EIISII/a ON 2"x4' ( I OPEN 1101E AT EACH I WIDTFI)W/22'MMin. l ( ... LAOER RECO YIN. SEPARATION TO GLASS EXISTING -I STUD TO ACCEPT PENEYHATNIN OF THREADED (SEE SCHEDULE ON SLIM 11) GLASS 5/16Y LAG SCREW '3 AREA VMA FOR -- i ' AT COTTER OF TUBE. 3 gnW MAX.INSTALLATIONS LOAD AND I rocAs¢ EXISTMG LAN.SF7WTATION 9'-0"IMTL SPM.THIS QS IJV WALL HEADER INSTALLATION ON GLASS— I IwsTAUATION IS ONLY VALID ,�I41 „E>1A D��� FOR WOOD W/MIN.SPECOX I Fr OR 7 GRAVITY of 0.50 As DaLCLws ON SIM 19 TCR FIR OR SOUTHERN PINE No.2. SAM CD 10OR l OR EQUAL. 1-SEE SHEET 4 FOR TYPIC&$NUTTER ASSEMBLY �._.... 2-NOUNITNC SECTIONS uw colBX+m �T,HV CEILING INSTALLATION N ANY WAY TO SDR ANY INSTAL�A0 U. HV CEWNG INSTA TION _. ---------- - MIN. I I I I To (SEE 1 OR i. I MIN. SEPARATION TO GLASS IXISi7NG -(9aEAILP ON SEEN 1t R]I 9AQ(11 AF SEPARATION -- (SEE SCHtnUI.F ON SHEET 11)---" I a viii,9 WR TO GLASSSEE 1 �) E>aSTINGixAs�J 0 cuss\\1, aAxsmta ION SHEET 1 I I I I I t IµLT172NATE_ I I 1 —T I DOSING08) I I LOCATION I WALL SL11 M _ © I ' �" 2x6'MN.W0013 7 HEAD TER I DEC(REQUIRE)Mox. Ni OR 2-x6"MW.WOW SCREWS O 12' e I ( O DECK REWIRED(NO - - - ) FINISH ALLOWED) - - —72• 1" NX -�-^ _ _ EDGE OF DECK 9 EDGE OF DECK _ DECK IF i APPLICABLEIF APPLICABLE -" `; 1• 1/Cf-20x3/4"S.S. �-r- APPLICABLE 1/4.0 TAPCON OR PHILLIPS TRUSS HEM) 2_.... _ 4-0 TAPCON OR _ 2"x4"CONT. THRFADFORAIADVANCED V WrTWfTTAPCONIH TECHNOLOGADVANCEDY MACHINE-SCREWS 20 E - — 1/THREADFORM TECHNOLOGY OGY w%1 2'MNl W/1 1/2"Min. PENETRATION O 12/O.C. 1/4'f TAPCON OR TAF-CON WTR1 ADVANCED THREADFORM MIN. PENETRATION OF THREADED REDID' OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"AI'n. PENETRATION OF THREADED AREA TO EXISTING W000 HERDER. (SEE EIOSTING Woon HEADER. AREA TO DOSING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) n (SEE SCHEDULE ON SHEET 15) SEE uMOAnoNs OF USE FOR t\X�HV WALK-OVER INSTALLATION Q HV WALL SILL INSTALLATION SEE C'Am SHEET 19 FIV FLOOR INSTALLATION RORIDA BUILDING CODE(Mon High Velocity Hurricane Zone `"I".` A Tki' 0 2015 EASTERN METAL SUPPLY, INC. '��'•' vc�NSF. ,,9 BERT A WIN Accordion Shutter SystemILE C O iM AS S A KV. BADE r1 W1 OR W/O H.V. WHIM 11ADE American Shutter Systems REV.M DE30WOON DATE am"BY: w.L LILLIT TESTING h ENGINEERING COMPANY 9. 6TA� OFF n.St..am.NNg1AA C.VmfM.ILORw J316 Association, Inc. I DIA 11-192 4/13/15 DATE.' 4/13 15 exv N•.T6M. . Ph : (305)871-1530 .Fox:(305)671-1531 4268 Weatroads Drive x one DRAWING No En'•., (' �:` .-mw:cx. ol.�w West Palm Beach, FL 33407 3 I pC /0 •' `\V\`5��� tR-OWtl%19 4 1��Ov�7 Of NAL E ��� WALTER A TIU_T.u. P E. P.E. SEALf i ��URE/DATE FI-oea L 144167 e S 17 20 END INSTALLATIONS J) HV BLADE OR 66 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r.:1.L WOOD SMIS PED'a 2•N'M.VIGOO 2•.:r6.. mlol Ram ,0000 mm 1/411 T6n00- 2-ae'w. rwurAlW ; nW/roloE F 6,oz. (AS 57u°s. nlsa In rtx,wviwl / 1 \ / 1WESM [rDsn6c awls- F Az IF ND I `� 111ns nmr. ! / onsnnc cuss .�+ /�oamr+c cu s y % \ ixrstu+c w.ss X/ 'Ir .R cmc m a (sE �I/2•w.cm1 �,�;. �,, - • SOIM" _.___ 1p ,/r w.— m r laEDlrt ON 9En nr.um. •.T wry 1+1OR a.,.91p w • ^-.a�' ,2 sa—.A%C.� ��� 1/z• 11 Mao M 9EkT I6 101 ' m et, �• ,n•IIIM 0 9 6)i W Y6II ro fOR 1- M SIW 19 fOl awsc me(A �.� wlu eaory•l� !� 1 „y A OTHE)OGOC + ' npl I 9[6mt® I I AT to Ea OF u:1•wrl.c tai/�'la.S. -& r I//UCMA,¢•.1/"-r Mir fINI/2'SYS -—- MUUww.�6Y1 to M4[ 016 Oe -^_ l.p►}h Wp.]W ip1Ep0 5, 4 r o6a soc or a OR(� an®' I a°E""6i.E`yioii 'as(� SEE ccuvi:FOR Q� m tneacs �mEMec a ®®"(l"I'Or-(6�(!� SAM co� _ (�"(�"©Cz-Ca�•6�^ m_S �(i-(j Q�-�Q�• ®Q-(�Q`E�©• (>-Cl- G�-E�O- E9 Q-C�•(4-fJ Q- (U fry Qt-©(�Il• pp0.l.•pQ,-.p©.-Q0-0.O••®Q- ®C•'© Q©=O.00:®0-- QV••0 Q--©0.•0(4--G••Q4 Q-©Q-®•® Q - @44-E1•0-9•0 END CONNECTION DETAIL 9 END CONNECTION DETAIL �() END CONNECTION DETAN ® END CONNECTNNI DETAIL(SJ rxsma • aEauneo ora•mn l►rl CWAIFR rrw 12'-0' / GLASS 2•.4'w.WOOD /4y —IS S +/IY II/00111101 )IOit/Y SY ..- SIIAS HE r —A 111 1 1n' ` rnsr6lc GLASS �nrtloa.1r°.°. anErau,low 01 Ir 06 is III pg 4 • SEE UMRATIONS OF USE FOR w s111661a1 - /Z. w SCHMM IF 4 _..__ BLADE 1A ON SVCF7 19 W aAss lu t 6i FOS" ----- 190�aoEm� i •-�5 elmmag ----- ---- 'Mar-- 4 O� ,_.. —1�E�I� ®-0-pa® �� Oa..(t�a.-_�(j�,��� -0- ■Ill r6ls, 2•N•w.00°00 161LL. ` -0-©04D— 1•"- V`-Q-l(!i%'�lw� e-SLY- 9M5 Iro'D. FWISH •Q-(l�J'_� 0-0- AM V'Q-t_Y•VZJ"l J- O•Q-Q•l9^!'l• C O-Q Q-Q Q L END CONNECTION DETAIL ® END CONNECTION DETAIL O2 FLQWDq BUILDING M Non Nigh Velocity Hurricane Zane tiR A T%(r�4j4'' O zol s EAsrERN rnErAi SUPPLY. INC. �.�Q�• CEN lig,, BERTHA HVTM { A S S A Accordion Shutter System L E C O I N c. FLK BLADE#1 W/OR W/b FLK WNWK RADE ¢�f43 /� : TIWT TESTING k ENGINEERING COMPANY AmerlCcn Shutter Systems oc>cmmoE oArz Dwlrili ev: u.L TATE OF * l)5l NM Jam.SL 511.J06,WISWN C RDrM.R R1U s„ A soclation, Inc. t OLD 11-192 4 13/15 wrE 4/13/15 4268 Westroads 111iave x DRAWING No �� • �ORIDP �C��.`' • °1 �7c.°�°a.°°m West Palm Bench, FL 33407 l 15-085 s ION/�ENS'�``'� W'FF FLORIDA u/44167 l SHEET DATE E 18 OF 20 F1+ER.A1 IUIO IrATNS AND CONDITIONS OF USF FOR BERTHA 0> 0 0 o> NQQW BLADE 1. MAX A.S.D. DESIGN PRESSURE RATING:+110,- 110 P.R.F. 2, MAX. SHUTTER SPAN.96' J. ALLOWED MOUNTINGS:A.D•G!H ON SHEETS 6. 7;AS WELL AS fat�L�7�J MOUW INGS M.O,—TU&WOON SHEETS 16& 17. ONLY CINTIERMAI AR ALLOWED TIABE ISTMNLT�ONLY OT EXTERIOR �WAT.�GSE Of WITH 1P�NG ®aROa SN SIDE � curiErt VIP.FA DID A I � 5. (A)HV WINDOW BLADE l'7 SHALL ONLY ALLOW A MAKM N OF 5 OPENINGS (3"0 HONES)FOR®PER BLADE AT SPACINGS SHOWN ON S11EEI 4. If%1W5 _ (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF RJ WINDOW BLADE 4 MAX.5 W ALLOWED IN FN_ 81 DF ANY 3*•ROLE FOR _ NW SL BE 12'. WINDOW BLADE)A) g (C) FIRST ORADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDDW RADE BL •" (D)HV WINDOW BLADEfO MUST BE USED ALTERNATE TO A SOLD HV BLADE 01 THROUGHOUT SHUTTER'S WIDTH. (E) TEs sHUL ALWAYS BE INSTALLED ADJACENT ro A SOLD 11v y �A BUDE 1 AT ErtHFR SIDE OF THEN SEE END ]�g (�POLYCARBONATE HV WINDOW IR SFW!.BE INSTALLED SO TW TABS FACE ClTIM1ECTIQI , �� $ THE INTERIOR OF THE OPENING M PROTECTED.IN WINDOW 1�1 MUST BE ONLY NSrALIID AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DEFAILS ON SNEEIS BA INC. 1D Nr 1e TSP. FULL lEIBIIF. #h11 6. SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME I� 1 E'F( HUKDINGS ON SHEET 15,AS LIMITED BY SPAR AND DESIGN LOAD(SEE NOTES T P $ .d 1 A:2 ABOVE). a C 7. SFE TE OR SPACING BOCKSCHEDULE FOR INSTALLATIONS 172 INTO POURED CONCRETE OR CONCXREIE BLOCK WALL ON SLEET'S 12! 13 AS LMITED BY SPAN AND DESIGN LARD(SEE NOTES 1 3 2 ABOVE). `J(( / (\ 8.MINNUM SEPARATION TO GLASS SCHEDULE.PER ASTM EPLAN -1998: D H y' TYP TOP f�OM REQUIREMENTS) \W I (1 lq'l�W� —_ZONE _. _.__._ S 1 V' �lA' WIND ZONE LN0.1M SEPARATION TO LASS {IFR IMRFn WIOIT I 1 TINU 3 1' ELEVATION ��Y70N TO CLASS 4 ��- ExIS11NG GLASS- ON sD:7 11 FTn HADES __- MID ON THIS SHFET EOL TILAaIs )&p - ---- - --E ---- =---- ------ -- ------------- 4 106 za VIA t S, �� m cENrERMATEs NOTE 4 ABOVE) PLAN \ TYPICAL n HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 5A SHUTTER* N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zona ........... H MMVVVV7`1nLH �'/CC/A�''/' ®2015 EASTERN MIETAL SUPPLY, INC. A . . ........... r B RTN TM A S S A Accordion Shutter System L E C O N KV. a",, Wi OR W/O RV.WNDDW RADE * = American Shutter Systems ,,. IuaLIrIINF1 DATE OIAWN BY; ML • �� TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 WE: 4/13/15 �. STA7F OF w»N.W.Jan.SL.SW JOA YMGM cNm«s.HORIA 311 y _.��-� Pham:(705)871-1570.Fox:(305)871-15.51 4268 Westroads Drive a DRAWING No .��`•F�ORIOP �c`�'.`'� •- L tft—ftd�a West Palm Beach, FI_ 33407 s r� EB-OOD6719 / ••'`G��`�` WALTER A TILUT Jr.P.E. 1 —085 FLORIDA lit./44167 I SHEET P.E.A' E/DATE p INSTALLATIONS Wf J1 HV BLADE & HV CENTERMATES -�2.000' Max. 6'x 1 1/2'x 0.035•THICK r Min.ASTM A 653 GRADE 40 in VARILS• ` G-60 GALV.STEEL MFTAL STUDS AT 16.O.C. W 43b INTO METAL STUD WALLS • oc 41 1/4"y NOMINAL * GENERAL LIMI QNS AND CONDITIONS OF USE ALUMINUM SLEEVE wi/43c 41.30 1Z —r 6063-T5 AI LOY FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 1 NT. 6 1/4•,0.us5•THKs M�n.I Y. .SYSTEM INSTALLATION TO METAL STUD WALLS CONT•CAW GRf1 t40 CAIG-150.1 O 6.0C O 6'O.C. ��=_ SEPARATION TO GLASS SCHEDULE ASTM A-633 STEW 40 WST G-60 I 3.000' GALVANIZED FASTENED ro STUDS , I Mme.. w/(Zl/exl/z•roc SCREMS ON , Ex1srlNc FINISH 3® 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 7.i (psi) e WERIOR FACE I AS APPLICABLE f N 2. MAX. SHUTTER SPAN: 84" WINp ZONEASTM MINIMUM E E-1896 M1N. SEPARATION k 3. ALLOWED MOUNTING: MS ON THIS SHEET. JOG TION EXISTING GLASS —1 TO�g (SEE SCHEDULE) ASS 43t 1 f 4"1-20X3" BOLT 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THW 3 - --- ' WfTL 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c 1- USE (T) 3 (6' LONG, MINIMUM) MUST ALWAYS BE 4 a" 1 3 4'x 6 1/4•x 0.035'MICK 1in� EXSIINC FNi15li INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OFF1-.773' GAVV.STEEL TRACK CIWI�NEEL. AS APPLICABLE A A CENTERMATE.A-653 GRWE 40 IM G z5o' I �' • GAEVAMZED FASTENED TO STUDS N (7)/8,1/2'TUK SCREWS ON 43C 43O �., �T- ERIOR A E)(TERK R FACE •e'O.C. •6'O.C. i 1/4'6 7.O THREADS c a BLADE SLACK DETAIL HVF IS ALSO VALID FOR 3cJ/4"� ELCO CONSTRUCTION 'i_Ij I 1/2' 2 CENTERMATE 21 APPLICATION WITH BLADE1 PRODUCTS FAB—LOK HD 6'x 1 1/2•,0.035'TWK •6 O.C. MI ASTM A-653 GRADE 40 •:;iF;+Ilali;�:" COMPONENTS ,WL TAL�T 16' .c. _ ©YVALL HEADER/SILL INSTALLATION .-EXISTING FINISH AS APPLICALILE SCALE: 3/8'^ 1" (tYP. TOPS BOITOY) 1 3/4•x 6 1/4',0.035-THICK lin. %EXISTING GIA55 \ ONT.CALV.STEM TRACK CHANNEL. _ _ _ _ _ _ 1 ASTIR A-633 GRADE 40 Min. G-60 CALVAWLEO FASTENED TO STUDS { i ... I z^i i M 2 SYMMETRYCA� SYMMETRYCAL 1 /O/6x1/z roc scREws a+ 43a 4,36 43C I 1 , I i WN. SEPARATION VARIES-- ; I ROERIOR tr Da ERM FACE CENTERMAT S W CENTERMATES W/ To GLASS 2• EXTERIOR ACCESS SIDE ; INTERIOR ACCESS SIDE SCHEDULE) Mua I 4 -- 6' �_.. _ IN (6'Min.) IN { 24 _ 12 j21 21 21 - 21 1 10CA4 D AT 12 NV(FADER/ ENDS VIEW Y -C4) 1 2 7 t/4'(Typ.) (6'Min.) 24 ! SIDE CONNECTION TO TRACK B 1/2'(TYP.) ---'---- —T' _._ -_ --- T 6 1/20 MAX SLACK **--- (Cont.) BYA BLADE SLACK DETAIL HVF Ma FLORIDA BUILDING CODE Mon High Velocity Hurricane Zonc 5A Lp11111111F1prrr O 2015 EASTERN METAL SUPPLY.INC. 0 ik A.Tl((i'''�, ....• • ., rBERTHA HVTM A.S.S.A. Accordion Shutter System �Z = KV. RADE#1 W/OR W/O H.V. ANDD.BADE American Shutter SystemsEv. OESCRw foN TATE DRAWN 6Y: M.L. *_ TILLIT TESTING k ENGINEERING COMPANY 81.56 8M RW.3 .R.W.JOS,v61AONtOF11 NA .FLORIDA 331 Association, Inc. 1 01.D 11-192 4/13/15 (ATF: 4/13/15 . $TOTE nE_ Ph—:(303)871-1530.Fax:(305)671-1531 4268 Westroods Drive z DRAWING No FCORIOP. ���`� "-'^° kw... °''`a West Palm Beach, FL 33407 s - - 15-085 0006716 '•���f sAS,'.•......••��j `�d WALTER A TILUr Jr.P.E. 4 P.E. /DATE FLORIDA Lic /44167 5 SHFFT 6 20 OF 20