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HomeMy WebLinkAboutPRODUCT SPECIFICATIONS NCRETE ANCHORS POURED CONCRETE POURED POURED •(SEE•SCHEDULE ON OR CONCRETE BLOCK 1/4'0-20x3/4"SS. POUR CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS UACHINE SCREWS REQUIRED REQUIRED CONCRETE ANCHORS Q,6 FOR (SEE SCHEDULE ON W/1/4'-2' .. (SEE SCHEDULE ON SHEET 13) (SEE Yt%IMINa®CMI StKET 7) SHEET 13) NlJTS O 12'O.C. i' 1• Nin. 1/4.4-20x3//4'S.S. Mi"• 2�O SING 1/4�-20 NUTS E' EQ UNACHt ESCREWS 1/ L_-_ ,9 Q O 12'O.C. I-D.4 /2• .250'Max. - 3 at $ -- Q oR 0 .250' I .250'Max. DWI: I 11 n OPTIONAL PDONAL _sa p¢.an 9ft11 O - MIN.SEPARATION TO r�LISS ) f It FOR 9 f f 1 OR ® � EXISTING SCHEDULE ON SHIFT 11) FIGSTING BfA0f7ime� i MIN.SEPARATION TO GLASS I ) '-+ r(SEE SCHEDULE ON SHEET 11) f 1 IXISTINC � QA HV WALL HEADER INSTALLAI101t «tis- ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE IXSTING ' MIN.SEPARATION TO GLASS 1N ' —(SEE SCHEDULE ON SHEET 11) t GLASS-� ro tsAss(� ' 1 OR �♦ i MIN.SEPARATION TO GLASS ' f l EXISTING i 1-SOEDUE*sEEr i`(SEE SCHEDULE ON SHEET 11) i f t FIIL BADE EDM ON 4f17 19 fM i 1 I D/1i5®GQ/� ETUS7ING OPTIONAL t r 1.1 t GULI N 1 11 1/4• c Max. t i f 1 1/4"Max. OPTIONAL i _r '—,3 O p. 19 E EO 1/ r �3 ors t• 2 ® __- 1/4'0-20x3/4'S.S. Min. EO- —PHILLIPS TRUSS HEAD CONCRETE ANCHORS TRUSS 20x3/4'S.S. SCREWS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS NCRETE ANCHORS ) )8 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4•-20 HUES O 127 O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLACK CREPE ANCHORS OR CONCRETE BLOCK RR CONY WALL REQUIRED D HV WA SILL INSTALLATION (SEE SCHEDULE ON F HV WALL SILL INSTALLATION - — - — -—-COURED_CON(:REIEOR CONCRETE BLOCK — WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: -- - -- - :-- ----— - -- —___ - -_ __-- - _ - -- - _ — INSTALLATION DETAILS W 1=.SEE.SHELT.4.FOR'TYRiCAL_SHUITER _- _____ ASSEMBLY -—*-E-0.-=-EDGE OISTANC.--- - '--`-- - =0-SEE UM ---- 2-MOUNTING SECTIONS CiNL BE COMBINED (SEE SPECIFICATIONS ON SHFET 13) BLADE 8 aN SHEET 19 W ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2015 EASTERN NETAL SUPPLY.-INC. --- -- - �,,.........., r BE A HVTM ter stem A.S.S.A. KV.aaoE#1 W1 OR IO KV.WNDX MADE *: !f/ /� *= American Shutter Systems Or3CRIF"aft DATE DRAWN BY- M.L.BAT OF �� TIUJT TESTING JG ENGINEERING COMPANY Association. Inc. f OLD 11-192 4 1J/15 Me 4/13/15 -/-'% amn.r.76th.5L,Sta 70%VJ%M GARDEAS,ELOROA 371 = Plane:(30571-1530.Fm:(308)871-1531 4268 Westroads Drive 2 DRAWING No Fs'••...�.•.•.-..••`•G\C`\\`��� o-mall:bftc*0avle West POIn1 Beach, FL 33407 3 +C^OpC "�4gs/�ONA1_'E\\\\\ WALTER 0.71".P.E. s SHEET vJ P.E. SEAL���I;MURE/DATE /LARVA ua !K1� 6 6 OF 20 ED CONCRETE ANCHORS G ' ♦ G t i NMN.SEDMNIDN 1 CONCRPOURErEE (SEE SCHEDULE ON SHEET 13) - 'SGIEDLIE (gE t� 1 OR ® DUSTING CN SHEUX 1 �-(y�T p� i REQUIRED G GIA.SS—; G� SIEET it) EDGE OF "1 H EOR ETRE HND ` SLAB 6 at/SFET to FGA m G1AL9 1 9 .D. APPLICABLE DOSBNG aNXsmtt® �O�rN t> tt ) .i ' G AL7ERNA I G t G N G G EXISTING G ✓ I LOCATION N 11 i f 1 I I G t L #10x3/4'HEX WASHER HEAD G 11 oR 1 oR 1$ Q I 3/ YM. TEN SCREWS O 12.O.C. iEDGE OF i3 J/E Y IF CONCRETE ANCHORS 8 5� I If ©+ 7 , (SEE SCHEDULE ON SHEET 13) APPLICABBLE EDGE OF DOSHNG I G i EDGE or G �)G SLAB IF GLASS STAB IF G 1/2 1 EDGE OF APPUCABIE i YN'SEIVINM APPLICABLE AB — •Q: 0. SLAB IF POURm APPLICABLE FIAT HEAD CONCRETE ANCHORS i N p.Ks(� l'ANCRE�ED 0' REQUIRED R� (SEE SCHEDULE ON SHEET 14) --{ 1�Hum jpm ♦ POURED REQUIRED FLAT HEAD CONCREEE ANCHORS QL 3HkT tY RN 1 OR ® coNCRETE li .TRENCH INSTALLATION BME9Ha� REQUIRE 0. 0. (SEF SCHEDULE ON SHEEr 14) (j)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&O FOR SPANS PER 0 HV CEILING INSTALLATION (1) H FLOOR INSTALLATION t SCHEDULE #3, SHEET 11 DEISM M. T— CONCRETE ANCHORS ' { _t~ Ama tamq I t, I (SEE SCHEDULE ON t/4'D IIIA TNrYW/ ON SIM 10 SHEET)5) NVANOEI) iafN DOSRNG rEG1/1VOI I )1 /4' DDSTING W � GFuSNIMI / MA%.�GLASS GLASS IMw TO wwm 3/44'MfL 040071kM O B I i 0 i i i i I s¢EaanGx[DN t0 FOR UP TO V-T SPAN AND & =FOR SPAS LAMM INN 1 /4- 1 SFN N MW FASRINLR PPLY f 0 p« i at Dx3/4�HEX • TOR UYLD' 3 MAX 1$ ;' WASHER HEAD00141%.SEALANT t i 1ma TEK SCREWS .. 1 8' O 12'O.C. #14x3/4• HEXHEAD , 1 8' I .E'.e°: ". 1/4N- 4"S5 YS TIX$GREYS O 9"O.C- - --- t . , #14x3/4'SD.S. -__ t t 1/4' / OR 1/4'0-20 SS.M.S. G CONCRETE ANCHORS _ _ 6 +O J __ _ :•.�� '•'•::>S O t2'O.C. W/N 2 O 9'O.C. (SEF.SCHEDULE ON n 1 O 0.O.C. 1 Max. `: tiY I SHEET 74) r - .. DUONG NON STRUCTURAL ----= EDGE OF @_O 2.00'MIN.''-i= tvNE TRW(I>ECGTutTVE P- 7 aR 18 1/2• )- 17 18 ..t.-. ED, suy G� �',` SLAB IF #14x3/4'F.H.S.D.S. r-l.(IN. POIWEo CONOETE 1�� 1 7 B' 1 7/8 APPLICAB CONCRETE ANCHORS O G'O.C. REOUIREI) D POURED CIN4CRETE (SEE SCHEDULE ON ON SHEET lb) FE I. 13(b) '•`• p, OR CONCRETE BLOCK SHEET 14) POURm CONCRETE ON SHEET 1 +:•'••r.•:.•': ••:.'. REQUIRED OR CONCRETE BLOCK fJ KEYSTONE w]U"NO INSTALLATION OPRONAL PWRFD _ REQUIRED CONCRETE -- _---- - - -)—HV_-WALL—FLOOR-INSTALLATION @=HV=WALL WALK=OVER_INSTALLATION- --__ '""�°'A'A�G•0FS10N �e`.-72"' - REOUIRE -—YAItlAW-SHUfTFR-SPAN=afro—- Q HV RAINGUARD INSTALLATION t VOL, .. ".N FOR COMBINATION OF CnONS;__ _ _4. __ . - _ _ t REMOVABLE WHEN THIS INSTALLATION PERFORMm__" _ _E D ESE DISTANCE___-__. - --- - - - - --------- ADJACENT-TO-AN_OPFFABL.E_EXit _ 4 SEE UfAA_TIONS of usE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER -(SEE-SPECIFICATIONS ON SHEET t3) OR ENTRANCE BLADE lA ON"SHEET 19 INSTALLATION DETAILS W/ -� HV--BLADE ASSEMBLY NNYWATIALTIONNED IAY o UT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone -- :.if��IAA4,i� _- -- - - 3015`FASTERN METAL SUPPLY.-INC.- ........... UPPLY•-INC.- - BERTHA HVTM •��Q�'��CENs ,''_ A S S A Accordion Shutter System Z� z I L E C O I N t. ■ ■ ■ ■ KV. MADE#1 W/OR W/0 KV.WINDOW MADE *; G•/'/ /�,('�;'� American Shutter Systems OtsoOF am DATE MWN Br: M.L. -o'• J IRATE OF �` TIL UT TESnNG & ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 LURE 4/13/15 6335 N.W.JOGS.SL.Ste.30,VIRGINIA GARDENS.FLORIDA 331 4268 Westroads Drive 2 Phone:(303)871-1530.Fax:(305)871-1531 DRAWING No '�,c'•, �\ 1 0-0 9 «a West Palm Beach, FL 33407 3 w_015-085 A ONAL aY��A WALTER ORI A TTN 44 7 3 SHEET P.E. SE/IiLfSIGNA�l1RE/DATE "a'U.9 uts7 s 7 OF 20 SEE END WALL N in LS ETS 10 & 18 OUT 9P IN Y EXISTING GI/SS INSTALLATIONS W1 CD HV ** "°'�ON INKING I�®. E Lam©or® AND E SLAC D Nv LOCK®«i SHEET s. BLADE -W HV CENTERMATES BOE DETAIL MF WITH H BL FOR AM CINIERNATLS APPDG,ION WffH BLADE01 - °"®"'©'O7 OR SEF END WALL CONNECTION CaS11NG GLASS DETAILS ON SHEETS 10 A 18 00 O.Oy©mO*Oy®m 1 I O ® O ® ® ® 3 1/4" r 6 1/2• 7• 2•xY.1/a•AU'-z 8 + m 9+ m l + 5 (6083-Te AUDY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) ,/4•/TAPCON I 1/2' M®• ANCHORS'F°co=24 CENTERMAT CENTERMATES MIN. SEPARATION (T0P/ Od)h /lOx3/4'S.N.S.N ,2• GLASS (4)/,0.1/2•SNS.To TUBE i O.C.FUM LENC12* W/ HV LOCK or HV LOCK or t ` TO (SEE SCHEDULE A,EACH ANGLE(m) 3 * Z ON SHEET 11) 5 * 1 1 1 90' 2' m®m©.am® 10•®m � ' ® HVB HVC ©m®m©+amOatlO*®m POURED CONCRETE OR HVA EXISTING GLASS CONCRETE BLOCK WALL ©*0+©m©*0*@-EI — 1D+®°R©*®m Q+©m REOU + ml a8 m! ___--------- --F----- I NO ---INO ® ©'® O ® SYMMETRICAL * *7*®"'�'�`®°R NIN. SEPARATION _ 8 *®m�'©m�y�J _-STIN 1 CE TERM T S* IN ©.�8m1®*®m®*®m ( TO GMS 5 OPTIONAL SEE SCHEDULE GLASS W HV LOC Ii (IMT) ®y®mO+®m�+� ON SHEET 11) NM.SIpARATION ® ® ® o, T°GLASS 0° * 3 (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) ----- - --- - - - OUT 1 CONCRETE --------- --- - * .C. - 1 I ANCHOR° -- - - - -------- - - - -- ------- -=VARIES— - Z 3 9P .OUT 0 1/2•NAIL.SLACK - - - -- -- — ---- OUT - - - -- - - -- --(EXTERIOR)----- --- - ---- HVE - --- ---- - -- ----- ---- -TINE**=- - - --- ----- - - ---- HVD FLORIDA 8UU1N(i CODE Non High Velocity Hurricane Zone �IIIIIIIIIIi/ff/q - - ----®2°15 EASTERN METAL SUPPLY.=MCc--- - - - - ����•��c�4 A: .....''% BEffrHA HVTM A S S A Accordion Shutter System aa 1 L E C O INC. ■ ■ ■ ■ H.V.RAE ski W/OR W/O ITV.VANM BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly, OESCNFNON DATE DRAWN BY: Nl. 535s N.W.T th. I stw 3 E GINEVIRORING ,MPAORMA 331 Association. Inc. I OLD 11-192 4 13/15 DAZE: 4/13/15 -o: STATE OF :.� 4268 Westroads Drive 2 Phorro:(305)071-1530.I=:(305)871-1631 DRAWING No F P _Ma:tflt._@a.L. West Palm Beach, FL 33407 s ��`��. E9_000e7,9 15-085 ;.......•.0� 11117 WALTERMA. !ulsi 4 B SHEET P .E .�i'lAlf iNld17E/DATE 6 8 OF 20 ALTERNATE S A T N WjHV "T" LOC V MALE/FEMALE "T" LOCKSC A 8 & LOCKERS22 W1 In V BLADE sm w commenON DETAILS ON INSTALLATION In HV BLADE OUT IN r),' `GLAwaL,atiF,.a ,Ns,�TO, W/ HD CENTERMATES in i� l 00 @OQ ��'®m AS WEILCATS AS UNIVERSAL T.MAY eUSE WWUH a!OD TAD. fST END ANAL CONNECTION m m 8•7 m a 1 INVALL D 0!t TNI9 SHEET.MAY DE USED 5HE T.AlT T►QTA!LS ON 5� 10 h 1 B 0•®"®'�©�®m wsT o�UETAL 910*N Ln THIS -- ©'O'®�©'O'®"I (sow-m�uiu. 1 I O•®m®•®_��,•® 35 N AIDE W 2)1/47�TU I e/L• •® (OPTIONAL) 4* (OPTONAU to 1 --____________________--__--_—_—_—_—._____.--_—_— —_—_ --___-----_--__ _ — p)It a �) i ItmS P sui 1 tY F – S. �a Tu uDR�1E * IN (f)Nv. IN ofN• � 3 "pro aA s. (30 HV "T" PIN.(TYP.) 3l€ 7 V OWN s 1) 5 3 LOCK (INSIDE) O t --- -------------- - -- nt — — — — -- 0 t1�• 5 t 2b 2 1 1 A OUT 3t oR 3If- 2 1/4" 0-20 x 1 1/2" S.S.M.S. (at•1 "oTOCK HDC"-HVC ®• * W/ 7/8"0 x 3/32" WINGNUT. (-T-LL)HB–HVB r LOCK.oN SHEET s. ©O HV "T" LOCK (OUTSIDE) SS �FJRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ LOCK {ANTERIOR) �G* W/t1 LOCK (EXTERIOR) t SOLES 944 ALuwmm (2024-T]ALLOT LARGE NWGE TiUN ®m®m©•Om® la•i�m SHEET NUMERT,PMT 1082D. le•®m®•ATi ©'®m AS MANUFACTURED NY AVDEL 0 07 `1✓�' TOTM.PAP-WPCNY.NEW JERSEY ©.O ®m©+O•®m 07054 OR MLIA. .®m®•®mO8•®m *sm NOBS OI Leciam 8008(D O"D(B tDCm ON 91ELT S W4DE4LL FLQ I 9AOE9DEnL IDD-"5 _ _ —NTDECR-AIL'COTO✓1M1ES A1'fUG7OR-MIN-9/DEQ— _ _ — FLOATING--STACK--- - -- - -- -- FLORIDA BUILDICODE Non High Velocity Hurricane Zone A.T!( ' - - - - - - m 2015 EAs1ER14 METOL-SUPPLY. INC—- ��Q; BERTHA HVTM FMMEC O INC. A■S■S■A. Accordion Shutter System KV.Ii11DE j1 w/OR w/o H.v WINDWV BADE ���/•F�t_ American Shutter Systeme oEscRrvnoN DATE DRAWN 9Y: U.L o TATE OF ;�; TILUT TESTING k ENGINEERING COMPANY A68OCtatiOn. Inc. 1 OLD 11-182 4/1J/15 Lwe 4 13/15 ' tV s3e5 tLa ADD`$r,Stn 3D3,vDbDa CATDExS TDIRA SSt 4268 Westroads Drive 2 Ph—:(305)871-15W.Fm:(305)871-1531 DRAWING No �: c f":unec0000l.� West Palm Beach, FL 33407 3 Fts G . M-0005719 15-085 S/ONAI.E�.•```� WALTER A.11LUT J,P.E. ` P.E.�SI�RU1`TURE/DATE n0R°A`)°''44167 a SHE 9 OF 20 RED CONCRETE OR POURED CONCRETE POURCONCRETE URED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR BLOCKTE REQUIRLD OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS EXISTING GLASS EXISTING GLASS 2'MIN CONC A"D.C. EXISTING GLASS . ,6•D. r-r—-S N>K 5 QN --T--s �_- -S 2'MIN. I To CLASS(SEE MIN.SEPARATION , LAK SEPAWQKM MIN.SEPARATION SCHEDULE ON s+E1•T TO CLASS SEE EO EQ TO CRSS(SEE 11 FOR BLADE®AND SaEDLAE ON SHEET ' g ONSEE TD GLASS SHEETSCHEDULE ON SHEET ,/is x3'MAX ON SHEET,9 FOR n FCR MADE OaD n FOR MADE MEET I FOR 81 A OAND (6D63-Ts)corn. MADEs(0&® ON CR M 19 FOR 1/2• ON':T 19 FOR ON sEkT 19 FOR ALUM. CLOSER AST i BLADES M&® PLATE (LOCATE 1/z' / \ eIADEs m&Q�1 �� aADEs p& �Q) AT EITHER O; MM \ it �(.USE 1'OR 2•MAX. 1/2'MN. OF q1ox1/2•?.M.S. - j1ox1/Y s.Ms. I _ (AS APPucA»IE)xz':,/o'.o-z010 i6'OC ALUMINUM CUP ANGLE ®16.O.C. -- --- 4 (6063-T6 AILLDY)AT MIDHEIGHT (,) B10x1/2'S.M.S.TOO& 4 (2)1/4'0 TAPCONS ANCHORS TO WALL SEE DEraL X FOJEITHERA SIDE OF (���AT 1 ORSIDE CONNECTION O) 1 OR & SEE DETAIL x FOR 1 OR Gr SEE DE TO TRACKS SIDE CONNECTION ®�-©•p-a o•®- X FO 4 ®-©'O-®'®'®' Q SIDE CONNECTION .6 �O1 .®o� TO TRACKSa �.7Q-8 •®- 10•®°�®'�©•®" 70 TRACKS ®®®•�©•®- END CONNECTION-DETAIL®O-� END CONNECTION D®E"TAI®O END CONNECTION DETAIL 03 SND CONNECTION DETAIL F REQUIRED OIAY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR —EXISTING GLASS CONCRETE BLOCK WALL 4 YO REQUIRED MNL SEPARATION 0lg 1J2'S.M.To LASS(� kk/// ® ,s• .c. MIN.SEPARATION Y '----ON_ TO CLASS 6 OR®yOR�OR 1 MADEm CONC ETE 1/2'MIN. SO{DU E ON(SHEET ------- ry�1CN SHEET 19 FCR ANCHOR® 11 RIR BLADE MAND 1 0R OR'I OR'ICONCRETE BLADE 0 0) 12O.C. rjON SHEET 19 FOR BLADES m&® OR© ANCHOR Q161 2'MIN. _1 2•MIN.- OR®OR 2'MIN. 2'MIN. ♦SEE UM ANIONS OF USE FDR VIEW- "E ����/ y BLADE&ON SHEET 19 ®OR@OR�OR(3OR� VIEW Y 5 -- t -OR-- --- PLAN AIL 1 OR & fie.s• ®'�-©•OT'®°�•®' POURED O CRETE BLOCK WOR ALL - O O-©�•®- ,o.®-®.�©.®- END STALLATION _-__,REQUIRED_ _. __-__ _ __ ____.___ _�•®°'®•®'©•®"' _ __-- _-- ----- ©•O•®-©•O•®- 1 HV BLADEHV WINDOW BLADE INTO _ --t�•�-® ®-O ®-- --�- ®.®„�.�,©.®. ©•®-®•®-®•® ----CONCRETE--OR--ONCRETE SCHEDULE 41 SCHEDULE2 SCHEDULE $3 MAXIMUM SHUTTER SPAN* 'L+" OR "L-" * IMUM SHUTTER SPAN L+" � 0 MAXIMUM SHUTTER SPAN "L+" *" - (ft.). FOR INSTALLATIONS W/ OR "L-" (ft) FOR R "L (ft.) INSTALLATIONS HSfAI AUQH LEGEND CEMERMATES.(a) &®or or INSTALLATIONS W/PpPQRGSMMETRICAL CIENTERMATES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or®or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or L-:MAX. LGN PRESSURE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A 8, C, D. E. M. N. , P, O, AS.D.DESIGN PRESSURE RATWG. ® ® ® ODS MOUNTING F• K & L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&Wool)INSTALLATIONS 0 CONCRETE&Wood MOUNTING & M G WAN MAnuu1 uA>rwM CONCRETE MOUNTING A PO$RIVE ASD.DESIGN PRESSURE RATING, ASD.DES" ASA).mscM AS.D.DE9cx INSTALLATIONS PRLS917E WALL MOUNTING FLOOR/COLING PIR59AtE WALL MOUNTING PREMIRE BOOR CEILING uWHRNG DETERMINE MAXIMUM SPAN 'L+•FROM SCHEDULE. RXIM Rum & RATING / GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (nsW MOUNTING (p.,.L) FLooR/tEIUNG MOUNRNc (P^3.) OR DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. (+OR_) (+oR-) FiMXIR ALL MOUNTING MAXIMUM SHUTTER SPAN "L+"OR 'L FOR L f (8) L-(N L+ W L-(N L+ (D) L-(0) L+ (0) L-(0) FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0' 16'-0" 16'-0" 16•-0' 30 16'-0' 16'-0" 30 16'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+•AND 35 14'-10" 14'-10' IW-r 16'-a' 35 14•-10' 14'-10' 35 IW-21 16,-10- 40 13'-10' 13'-10' 14'-7•. 15'-2• 40 13•-10• 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1" 45 13'-4" 14•-3' t HV CORNER CENTFIiMATE/3 MAY BE USED AT All. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7• 50 12'-5' 12'-5' 50 12'-3' 13•-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' I1'-10" 12'-1' 12•-11• 55 11'-10" 11'-10' 55 11'-1• 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE AS-0. DESIGN PRESSURE 60 11•-4' 11'-4' 1V-7' 12'-4• 60 11•-4' 11'-4' 60 10'-2' 10'-11" NOTE#5,SHEET S. RATING: DETERMINE: 65 10"-10' 10'-10" I V-11, IV-111, 65 10-10' 10'-10" 65 9-5' 10'-1" Cf+=MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. 70 1o'-6" 10'-6• 10'-9" 11'-5' 70 10'-6' 10'-6' 70 8'-9' 9-4' L2+= MAX. SPAN FOR FLOOR/C(7UNG MOUNTING 75 10'-1' ta'-1' 1W-4' 11--1' 75 10'-1' 10'-1• 75 - 8'-9' tf EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10• W-1 a' 10'-0' 1a'-9' 80 91-10" W-10• 'L-'AND MAAliUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9--6' 9'-6' 9'-9• to'-S' 85 9'-6• 9'-6' INSTALLATIONS INTO CONCRETE OR CO'XRETE BLOCK RANG: 90 9'-3• 9'-3' 9'-0' 10'-1' 90 9'-3' 9'-3• SENLL BE UNITED AS FOLLOWS' DETERMINE: 95 9'-0' 8'-9' 9'-r 9'-10' 95 9'-0' B'-8' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE 11-2-=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8,-4' W-6, 9'-7' 100 W-9' 8'-4' _ MOUNTING©ON SHEET 7. INSTALLATIONS. 105 B'-7' Y-11' W-9" 9'-4' 105 8'-7• 7'-11'- 110 8'-4' 7'-7• 8'-7' 9'-2' 110 8'-4' 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 a-2• 7'-3' 8•-4' a'-11" 115 8'-2' 7•-3• SEPARATION TO GLASS SCHEDULE [MUM BETWEEN %W. T2+'. 'L1=AND t2 120 W-D" W-11' 8'-r 8'-9" 120 8'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0" B•-5' 125 7'-10' 8'-8' ALLOWABLE SPAN AND NEGATIVE&S.D. DESIGN 130 7'-8' 6'-S' 7'-10' 87' 130 T-8• W-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE 135 7'-7" 6'-2' 7--9' 7--9' 135 7-7' 8•-2• MINIMUM SPACING. 140 r-s• 5'-11' 7•-7" 7'-6• 140 7'-5• s'- 1' ASTM E-1996 SEPARATION 145 7-3' S'-9' 7'-5" Y-0• 145 7'-3' S'-9' TO GLASS 150 7'-2' 5--7• 7'-4' Y-0' 150 7'-2' S'-7' 155 7'-0' 5'-5• 7'-2' 6'-s• 155 71-a' s-5' 1 THRU 3 1" 160 6"-11" W-2' 7'-1' W-7' 160 W-11' 5'-2• 165 W-10" 5'-1" 7'-0' 6'-4' 165 6'-10' 5'-1' --Wz2'—_=-170= —6'=9•—=41-.1.1—- --- --- - _ 175 6'-0' 4•-9' 8'-9' 6.-0'. 175 6'-7' 4'-9' — --- -- -- -- 160 6'-6' 4'-B• 6'-8' W-10' 180 6'-8• I H V B LA D E 165 6'-5' 4'-8' 8'-T -e' 185 6'-5' 4'-6' _- -- - - -190 - 6'-4' T4'=5'-- 6'-8'- 5'-6" - 190 8'-4 4'-5• - 195 6'-3" 4•-3' 6'-5' 5'=5" - 195--- --gc3• ----4'-3'---- - -- --- --- 20D W-2" V-2' 8'-4' 5'-3• 200 6'-2' -- _ _ 205 6•-1• 4'-1• B'-s' S'-1• 205 C-1" 4•-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone -- -" --' - -- - _ _®2015 EASTERN_METAL SUPPLY, INC. „1,11I,iHTT,Tr,r, ----- - -- - - - -- -- - - --- - - - -- - BERTHA HVTM - - '"�A,TILL/T�.,, IL EC701.�. A■S.S■A■ Accordion Shutter System FLK RADE#1 W/OR W/O H.Y.WINDOW BADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systema Ev, DESCRIPOON DATE DRAWN BY:MIW. G. *` rays N.W.TES INL.Sh.709,GINEVIRGINIRINGGVW .OMPAnjDp"371 Association, Inc. 1 OLD 11-192 4/13/15 OAl&- 4/13/15 Z _ Phone:(306)871-1530.Fa":(305)871-1531 4268 Westroads DTIVB 2 DRAWING No W c-mml:6ltowo.d.— West Palm Beach, FL 33407 3 yO,�a(•.pF�L�.ORI�Q.•��.` WALTE>ieA Tuff Jr. P.E. 1 rJ-085 t'Tj/s9'¢(yyE/DATE FLORIDA U`(f 44167 s SHEET e OF 20 :.1„ :v 1.•.:' .I?1 7.: 1/?. 7. 111x- :,. 1 e 0 . :1vim;,z42;N1Z :.NI '_ •:e::a.:d..1 . ,• X11. 11- e: ,h•. :al •: •,en :al :.�.h.•:a a.1 4h. :7: :1:•ie• 0 a' . � r .O a .O 1 O' �. • •e . . : loo. 0013MOMMI 000® mmm CREAMmmmonaQuQ0000mmmovommmooom....... moomno�mnnonnnnn mmnn000mmn �nmmvonommmOOOOmODOOOO.....m mvodmoCREAM n000�®m�im ��oom m00000�mmonoo�®�HHHoomv mmmmOooOaowO OmmmODODO mmm000000mOOdEfAO RlmII7ORO7pw000OOm0m0vO© mm...mMEOW OOOOWmaOOO0DCREAMER"w0mmOUMMNOOOOOmmmOD ' �mmpO©vOmmmO®��Om®m0000©0®m�l[7©C�wm®m0�1i7000nno®moo Q1®mm000 0mm pp m®���©pOO mmmOO[IDO m®®m0I7Oi7©67fE�mO®����mmopnmoo on0000mo M 0®M�fdO• CREAmOD0000®��OODOm®mt£p4v0000®mOE1G7��o000OO��� mm[0 MEMMMmmmODOC�Omm[[7v000wmmmOpO0w0mmOF7 000popnno©oo Mmmmov000 m®moo®vo m®moa�ww m®mFwiOp��®®m0©wOV OOH©R COIN .- UNMEEN"KI � nmww mmm : da•mmnnnwommm000wwmmmm onnomocaoe� wmmomowa mmmomvoo a•mmoowow mmow000r�0mo©ea000 onmo©000 " mmo400vommmdMvoom®mo�oommwmovovo®®mv000000mo©ooa mmmovooa mmmovwwo mmmonoino mm©0000w mmoow000 onnd©oieaaa CREAMmmmn©000 mmmn®moc�asmmoe�000 mmmauoww�i0000�o�w mmmovovw iaoQ®©000 „ • n mmmoowwwmmpo v omKE31EM oroononn®mw mmnmoov�mmm00000m®m000nr�smoosaaommm0000000mn©Qon mmp00000 mmmwwwwo mmmwooww moow0000 ma00000•a 000�umsao•a Him aacompo®®w�m�mmooaoommMAmoodMov�0000��ona0000004©onoo oo w a•mvooeroea mmmowooe,mmmoowoo mmwovooea mmpw0000 000v®000 ®E3113 �oa�mmowoomoovo�movonMES IUM�oov�oon®0000 , mmmowoo mmwoo 0 TY mmvon no mmmwoaoo mmmn0000 mmvovo 0 �mmwonowommowoowommonn000vmwononoomwowowoomm o000 0 = ' � • ' • • mmoowonwmmoowwoo w oonnmm�nAoowommon000 on�nmoo aawwow000mm0000nov�mo�dwwo�®w000wwm0000nommnAo©000 � �) � • : .; � mmwoowoa mmowwdoo¢rmow0000 mnooiRaoww moowe•www nomm0000 �mimvv0000mm00000wm®�ov000��nPi�o�oom®0000vnq0000m000 • • • as®®•swowo®®w®�®n��m ®nann m®oowowo 0mwo nn modoovA�000wowo�oow w own0000 �movvoovom00000vo�vov0000®wvo�od�oasai�000wv0000000m000 mawoownodtwnwnoowmwn000nom®oowwwovnnoowwo - ommoa�® ®®wwooww®wwasw®ww mwvoow®®mwwonnww mw®nwww®mm�aMEWSna�w a000voomvoovoQovoo� 0000v®vovov0000m0000 ®mtaowooraom0000voomvoosa000mow�0000[n0000v0000mooees� �•i, � �; 1 1 � 1 r! 1 1 • 1 . 1 MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D, DMM NEC•A7IVE PMW RATING AND A CIIRRINI DING IIOUNT!NG TYPE FOR CONQr&M OR COWAME MM INSIAUAIDNS (SSE MOUNMOS 1:G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONMETyboRalmBLOCK PONIED AHQEIE (A) TO EXISTING POURED CONCRETE(Min.Pe-3 kal) MAXIMUM QE WALL SILL MOUNTING ©CIJUNG MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 13Y I.T.W.BUBDDL(Mn.rc=3 ksl) SPAN ANCHORS.SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Mn.fo=3 km) (R) D6YN WEAK PRESSURE RgNO W LM DEM REWK H®eE RAINY DESIGN IUANE FRIM NE PAHO W - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT.INC.(Min.Cc-2 kBT) 30 40 160 175 190 1120 160 205 30 40 1 60 175 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 2 10 B 0 8 6 55 14 12 10 9 B 8 6 74 72 10 9 8 a a B TAPCON WITH ADVANCED COMPANY OR ANY OTFffR APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 t2 10 9 a 6 6 6 14 12 10 9 8 B 6 6 14 12 10 B B 8 6 6 7 ALL POINT TECHNOLOGY (Man.Vc=3 w') OR LES! 14 72 10 B 0 B 6 6 14 12 10 D 6 B B 0 14 12 10 9 8 6 8 5 Nl S000-SET 14 12 10 B 8 e a 7 14 12 10 9 0 0 6 G 14 12 10 9 8 B 8 6 BLUE TAP'W/CAP NOTES: 14 12 10 9 8 7 55 3.5114 12 10. 9 0 8 0 6 14 12 10 B 0 B 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TA'PFR+ 14 12 10 9 6 B e B 14 12 10 9 8 8 6 6 .14112 10 _1.._E e 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TPP W/CAP ANCHORS S 1 1/2'. 4•-0' 14 12 10 D a e a 4 14 12 10 9 B B 6 4.5114 12 10 9 B 6 4 3.9 14 72 10 B 8 8 6 45 74 12 10 9 8 a 0 6.6 14 72 10 B 8 B 8 45 �)MINIMUM ST ECO SH EM OF 1/4b E 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7I I INTO THE POURED CONCRETE.NO EMBEDMENT INTO STUCCO SWll1 BE PFRIOTIED.1/410-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINYUM Sl10ULD STUCCO E7ILS',AND 14 12 10 9 73 53 33 - 14 12 10 9 8 B 0 S 14 12 10 9 B 7 53 4 +SEE U�[AME�'�� 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 a 8 G 6 14 12 10 9 a 6 6 55 14 12 to 9 0 B 6 45 MADE ON SHM 19 5'-0' 14 12 10 9 a 7 4 - 14 12 to 9 B 65. s 35 14 12 10 B a.5 s 13.513 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND ON THE FLgSI1NG WALL OR flOOR, 14 12 10 e a 75 4s - 14 t2 f0 B a 8 6 45 14 12 t0 e e 6 45 3.75 ANCHORS SRkLL1 BE LONG ENOUGH TO REACH THE NAW SIRUCIURE BFtDND BAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 B3 75 65 45 - - 14 12 !O 9 8 75 &b 4 14 12 70 9 8 G 43 35 NOTES A.1)&A.2)ABOVE FOR INSTALLATIONS ON VINAL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 9 6 8' a - 14 12 10 9 8 8 6 8 14 72 10 9 8 83 'S 35 INSTALLATION INTO DFB WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 J - 14 12 10 ILS 7 55 j4_q3fi /4 12 0 65 SS 4 3 14 12 10 B B 8 - - 14 12 to B 6 BS 14 12 f0 85 8 8 4 - (B) TO IX5T1NC CONCRETE BLOCK.(A,"TN C-90) 14 12 8 05 S.5 3 - - 14 12 10. 9 0 B5 14 12 f0 B 7 S Jb 3 - 1/4'0 TAPCON OR TAPCON WITHADVANCm TF9iDMDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.Bl11LDEX. 14 12 10 9 8 8 - - 14 12 10 9 a 7 14 12 10 9 75 58 4 3 1/4'0 x•3/4'ALL POIMs SOLID-SEr AWCHDRS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECW.TY COMPANY- 7•-0• 14 12 t0 8 65 4 - - 14 12 9 73 5 45 14 O5 7 SS 4.5 Ss - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 74 12 10 83 7 { - - 14 12 f0 9 75 SS 14 12 9 7 7S 45 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS•INC..AND DISTRIBUTED 0Y ALL POINTS sm W.BOLT&SPECIALTY 14 tt 7 55 45 - _ - 14 12 10 9 75 55 t4 12 9 7 6 43 J - COMPANY OR ANY 07M APPROVED LICENSED OR AUTHORED VENDOR REIGISTERED WITH THE AMDOCAN SEATER SYSTEMS ASSOCIATION•INC.a.-O' 14 12 10 9 6 65 - 14 12 10 9 a 6 t4 12 10 a 65 a 3b - NOTES: 14 12 85 7 5.5 3 - - 14 12 8 65 55 4 2S 93 6 5 4 3 - - 11.7)MNIMUM EMBEDMENT WTO CONCRETE B1OCI4 OF TAPCON.BLUE TAP W/GTP ANCHORS AND TAPPER+ANCHORS IS 1 114 12 95 7.5 0 - - - 14 12 95 8 63 5 14 12 8 6 1i.5 4 - - WITH A7VANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 Bb 5 35 - - 14 12 l0 8 05 514 12 8 lib B 4 14 12 10 9 e - - - 14 12 10 9 75 4.5 14 12 e5 7 65 a - - 8.2 NWBAUM EMBEDMLTNI'OF 1/4'+x J/4'RLI.POINTS SOLID-SET ANCHORS SHA L Be ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 9�-0- t4 113 7.5 e T - - - t4 Ti i 55 5' 3.5 11 C 5s 45 & - - )EMBEDMENT 9NTO STUCCO SHALL BE PERMITTED. 1/4'0-20 B.S.MACHINE SCREW USED S1USL BE 1 1/2'LONG IUNiMIJM SHOULD STl1COD 14 72 B 63 45 - - 14 12 as 7 93 4 - - 14 03 7 53 6 4S - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 I5 55 4 - - - - 14 12 9 7 6 4-51- - 14 11 7 55 45 S5 - 10'-O' 14 12 10 9 75 - - - 14 12 10 a'63 5 - - 14 12 a 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,PAVERS OR ANY VO4EER BE FOUND ON THE DUSRNG WALL OR FUROR. 14 TOS 7 5 35 - - 13 9.5 65 5 4 3 - - to 73 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - 14 11.5 9 6 5 4 12.5 9.5 6 5 4 4 - NOTES ELI)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER. 05 8 1 5 - 14 12 8 0.5 55 4 - 13 t0 85 5 < 3 FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 8 4. - - 14 Ob 755 48 35 11-0' 25 93 5 - - 12 9 6 4b 4 3 - - 9 7 48 35 J - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCATIONs OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 LOA 7 SS 43 - - 15 85 5.5 4.5 .76 8.9 7 43 - - 14 113 75 8 S - - 12 D a 4.S 4 (D SEE SCHEDULE BROW FOR EDGE DISTANCE(F-D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0' 14 12 10 - - - - - 14 12 B 65 55 - - - 13 10 Db 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: Its 8.5 45 - _ - 11 6 55 4 3.5 - 8 a 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 93 6 - - - - 13 93 68 S 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPACRIG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 65 - - 14 10.3 7 55 4.5 - - 11 B5 S.5 43 -5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING NDICATFD FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - - 14 11.517.516 b - - - 72 8 a 4S 4 - - - FACTOR Ob 8 - - - - - - 10 75 G 4 3 - - - 75 58 4 3 - - - - ACTUAL 25&S - - - - - - 12 9 a 45 4 - - - 9b 7 s 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER.{ 8 6 - - - - - - 13 93 63 S - - - - O5 73 9 4 - - - - DICUNCE THREADFORM TECHNOLOGY MN.SPACING a 6 - - - - - - 14 .5 7 55 - - - - 11 05 55 45 ED. MIN.SPACING a 3' IDN.SPACING-3' MIN.SPACING=3 1/2' MIN.SPACING 3' 3 3/4' 4' -- 14' 0- 10 75 - _ _ _ _ _ -B--7-45 35-_-----------_7__G_3b._3______._._____ _ _ - _ POURED CONCRETE& FOlT6D_OOMa�fE CaNCPDE goal POURED CONCRETE& POURED CONCRETE&PaRD CONCRETE CONCRETE BOOK T1s a - - 11 a 5.5 4s - - - fl 88 4b - - - CONCRETE-BLOCK-WL E6.31/2'ItFl FA•21/Y CONCRETE-BLOCK--CO}ICItEIE_ OCH_M*a-ED:=3'1/2' -E[L•2-1/2'-_ _ _ _ _ _ _ _ _ _ _ MN Ea.sMIL is = = s5 to - = = os 7s se - BLADE WORKING 3• 1.D 090 1.0 0.78 1.0 oLL4 t.o 15'-0' 9 _ _ - _ - - - as fir4 - - - - - &5 6 3 - - - - - 2 1/z• - 0.81 1.0 - 0.67 1.0 -- to 11-6 4 - - - - - _ -- IN UNISON ♦ 2- 0.71 - - - 0.51 - _.___ 7 - - - - _ _ - 15 6.9 S.6 •- -__-___. - D-83 48 ___._ - - _ - _ -- ------ - -- ---- - ---- 18•-O• 14 _ - _ _ _ _ -F2519-51 8 _ _ _ _ - 10 75 5 - - - - - 1 1 2' 03.5 R7 - - - - - - - a B 4 - - - - - G 43 3 as - - - - - 95 7 5 - - - - - e 6 4 - _ _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.TIL(/T'��, - ®2015 EASTERN METAL SUPPLY, INC. ruENSF' 9'� BER TM 1 L E C O INS. A■S■S■A■ Accordion Shutter System Kv a"#1 W/OR W/O KV.WNDON MADE American Shutter Systema XV.H DESCRIPTION DATE DRAWN BY: M.L. = T1LUT TESTING & ENGINEERING COMPANY emx.W.xl St.Ste.30.7,vTwwM GYROENS,FLORIDA 3716 Association. Inc. t OLD 11-192 4/13/15 DATE 4/13 15 4268 Westraads Drive 2 Phona:(305)871-1530.Fox:(305)871-tS31 DRAWING No O�•,�LUxt�.• ��`��� e-mail:Nteccftal om West Palm Beach, FL 33407 3 WALTER A TOLLLT1Jr.P.E. 4 15-085 t1��lATURE/DATE FLORIDA Ue. 44167 e S 13 OF 20 I I' c N N N O s to a CO o ua 9 ' O I � Z� W� 2 to " o N yi N 1 - � �i••�•L!j til n 0 I i � 7•O•1 I o In I; OV �. .. .. . I O i i Z pp W n +wy�W� �o N o z: �Wu LTJ m E o Z C NM oc� o nd + ZF� aa�w Q iz >M z � rnwa c�= z�ranv=i �• i U) ow !}aQ� � m °ate Wz o1oM F- 0V)":) (n V�aaim =LLF= U) s o�a41�i1 > ��Na I >z V V dm ouff H nm Hnfmbb nm�•hlbnl Innl II I Jillel I1 � 1 I1 61 I2II 1ln 11IWn1�11 Intl 'I 1111 ^ C !, L A. 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I� HV WINDOW BLADE WORKING IN UNISON* .SIE D A901f5 a e9E FDI (9A0E ON SOFT 19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. -- 3.SUBSIRA1E SHALL CONSIST OF THE FOLLOWING: - -- -1.A1NawRs=m=WALI,.FLOOR oR_sam=wooD_somr=syuL�-As_Fauows:- -- ---- --- - ------- -- --=SUIiTHQW=FINE=110.-Z=w/=G=D•98=(N•Ds)- - -- --- ---- 1/4'4 TAPCON ANCHORS,AS 1NINUFACTUNfD BY LT.W.BUNDEX W/YBHDOAI EMBEDMENT AS INDICTED AT -DOUGLAS FIR W/G-OM(NAS.) EACH SECTION ON SKMTS 16&17. -sPRuE PIN=FIR NORTH w/G-O.43(ND.s.) EXCEPTION:SLE NOTE 2 BELM. -SPRUCE PINE FIR SOUTH W/G-o-%(NDS.) COX PLYWOOD(1988 APA)2.-ANCRORS m HOIEOW-CEILING SHALL-BE AS.PER MOUNT=TYPE_U..SFEET__17_AND SHALL_OONSIST OF _ ------- --- ------- - -. ---1AG_SCBEWS.AS.PER:NOS 2012 SPECIf1CATMNS. '--- - ----_--_ _ - - ----- -Ac7mc'S-YIN.1/2's-sHALC1lBe�RFA��o Fouwwr-Au of THE RECONLIFHOAl10Ns ANDSPECIFlCAnoNS:of-THE- =- -- - ---------.- --- - - - MANUEA FLORIDA BUILDING CODE Non High Velocity Hurricane Zone -- -� --r-"---- --- ---- -®'2015 EASTERN-PETAL-SUPPLY,-INC.---.--- - BERTHA HVTM LI111F ` Accordion Shutter System ...... A.S.S.A. Liv.MADE#1 w/OR wy Kv wlroow MADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems irv.K. O6CROPOON DATE DRAWN M. Y.1- un dQi 67 amN.w,30:1,s.,w.3w.wtou+Ht ravme+s.n.Drm1 ul Association. Inc. I OLD 11-192 4 13/15 DAZE 4/13/15 --Iso. * •^* 4268 Westroods Phone 1(305)871-1530.Fox 1(305)871-1531 Drive 2 DRAWING No e-nw8:tilln-a L -085 oom West Palm Beach, FL 33407 3 5 '• A •( ` WFLTE®A 7.§4Jr.4 7 4 15T Tei FLORIDA Ua.4 14167 5 SWEET sOF 20 `S'SIONA�-..a��``�� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV:*. BLADES AS APPLICABLE MAX. S — FOR INSTALLATIQNS INTO WOOD c•WITH H BLADE 1) ONLY SHALL WALL FINISH BE LIMITED-TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN A 1/4.6 7APCON OR A.S.D. DESIGN PRESSURE RATING FOR E 1 & OR ON - TAPCON WITH ADVANC90 THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGYI If OF THREADED AREA TO ;c W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING SBARM EXISTING WOOD HEADER. �;" WOOD HEADER(SEE SCHEDULE ON SHEET 15) m as t 'I--@ OR (SFE SCHEDULE ON SHEET 15) .',;; 1/4'R-20x3/4'SS.MACHINE 9l2ffDaE ON 5F$ET Al ® 1g SCREWS W/ 1/4'-20 NUTS �-11 FOR EI&®AID \ B ON 0 19 FOR 1 1'Min. O 12'O.C. DOSTING I RACES(I)&Qin o GLASS-=-I cl•,^o @ I I C. 1 OR 1 N e FINL91 I •� ,l9DSTING MIN. ' ��. FINISH I I I i a 1 �0 1 2'x4'WOOD •�:•�•• EXISTING MW. \ HEADER REQUIRED DR ® I 2'x4'WOOD ireo EXISTMG I •g I I 1 HEADER REQUIRED ' THRE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ED 1 1/Y _ Min. P r WOOD HEWER.OF HREACFD ARE4 TO -II SCHEDULE ON SHEET 70 GLASS(STE EXISTING s-- MW._SEPARATION TO CLASS I I (SFE SCHEDULE ON SHEET 19) I I KH MALE m G1A55� (SEE SCHEDULE ON SHEET 11 ON SHEET 192'x4'CONT.SILL �og� l PLATE REWD. Mt�HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION I OO INSTA CLASS EXISTING I MIN SEPARATION TO GLASS ' ' �(S ENS SCHEDULE ONSEPARATIONTO 11) I GLASS I 1 EXISTING —(SEE SCHEDULE ON SHEET 11) 1 EXISTING e NF. MIN.SEPARATION TO GLASS 1 x WOOD PLATE((SEE SCHEDULE ON SHEET 11) I GLA55� x GLASS---I 3: RE0'D. x 1 S I 1/4'6-20x3/4'S.S. `a I MNCKNE SCREWS �.;. 1/4'6-20x3/4'S.S. I USING 1/4'-20 NUTS MACHINE SCREWS W/ 1 I s G,+ WALL �' 1/4'-20 NUTS O 12' i O 12'O.CFriNisH . I I O.C. A'' ?, OR08 OR _ 2'x4'CONT I ' WOOD PLATE Min. k REO'D. 1'Min. a •}:s 1/4'6 TAPCON OR TAPCON WITH ADVANCED OR THRFADFORM TECHNOLOGY W/1 1/2' :. 2'x4'CONT. Min PENETRATION OF THREADED AREA TO =1%4Y'TAPCON=OR=TAPCON=WfiH=ADVANCED - -_ _ = _ :- —— -- SILL-PLATE-- _ - - -- ---EX6TNG_WOOD_HFJd1ER, -- --- THRFADFORM TECHNOLOGY W/1/2' 7%4'0 7APCON OR 'REO'D. (SFE-SFImULE-ON-9(EET'15) • t Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I kWALL;. (SFE SCHEDULE ON SHEET 15) DQSING MIN.2"x4' 1/2 MBI•CDX, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. FINM STUDS O 16O.C.MAX. PLYWOOD REQT). EN _W/" T RFA/Ot1)MARFA INTON OF PLYWOOD 2-MOUNTING COMB COMBINED IN ANYN WAY TO CAN BE 1/2'-MIN.-COX.PLYWOOD-REO'D._.___ ___.-_ _REO'D.PLYW000,TO,BE-__-_ _ __WALL_FlNIS -(SEE SCFEd1LE_GN-SHEET IS)._,__SUILANY_fNSTALIATIDN._ _--®.HV WALL SILL INSTALLATION NG-MIN.-2'x4--STUDS-0-1O O.C.-MAIC-REO'D.-.__ ____ 'ATTACHED-TO_SIUDS_tN_-_ KIDS PLYWOOD TO BE ATTACHED TO SIN ACCORDANCE ACCORDANCE WITH Fg� 1E - - --- WITH - .. ------ -WITH SECTION 2308 OF THE F.B.C. SECTION 2306 OF THE ®HV WALL SILL INSTALLATION ♦SEE CNAOOHS OF ----- - -- ------v-�—= -- -- -- --- -- ©HV WALL SILL INSTAL TI01� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - —0-2015 FA571!RN METAL:-SUPPLY;INC.- N - -- ----- '4, B RA TM =1LA S S A Accordion Shutter System �./ �/� CO INC. . . . . KV. IXAPE#1 W1 CR w)o HV WINDOW MADE 7'1�•��"' 71LLIT TESTING dt ENGINEERING COMPANY +ertcan Shutter Systema 'DESCRIPTION DATE DRAM BY. N.L 679 N.r.36M.St.St..aro.MR08A GARDO .FLORIDA 3718 Aaaoclation. Inc. 1 OLD 11-192 4/13/15 WTE 4/13 15 ,o, Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No 9 a-m is eiltmoOaaLm West Palm Beach, FL 33407 3 15-085 %,��.o�• WALTER A TlLLlfldr.P.F 4 P.t',�� H{I ATE AORTIA Ue,0 M167 c SHEEP 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO W09D WITH HV READE 1 ONLY S TED TO 105.0 S PRESSURE RATING S SHEMAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & t& WORKING IN UNISON L�4CON OR 4•x8'(Min. DGSIING FA E4 -2 MIN. WTTN ADVANCED ) EDGE IF APPLICABLE) RM TECHNOLOGY WOOD BEAM REQUIRED' 2•Min.PENETRAnoN 1/4'0-2023/4•S.S• STRUCTURAL ADEQUACY - IED AREA TO OF 170STWG WOOD BEAM WOOD HEADER. 1' PF6WP5 TRUSS HEAD TO BE CERTIFIED DY MinMACHINE SCREWSREGISTERED ENGINEER OR IXISIWG 1Y00D DULE ON SHFkT15) W/1/4•-20 NUTS ARCHDECT PR10R TO Q TRUSSES OR O 12"O.C. SHU TER INSTALLATION. 1/2' 1/2" RAFTER O 24"t 9 O.C.REQUIRED 1 OR I$ 1/4'0 TAPOON OR TAPCON WITH ADVANCED EXISTING SOFFIT _ RFADFORM TECHNOLOGY _ 3/4'Max.niK. .257" TH W/ 1 1/2'Mm.P6NET1LITION E Q 414x3/4" E Vx470/8'CONT.ALUM.TUBE a s� OF THREADED AREA TO S M,c�, (6063-T6 ALLOY)W/ OPTIONAL DUSTING WOOD HEADER. O 6.O.C. (3)5/16'0 LAG SCREWS TO ((J PAC.RAFTER OR TRUSS (SEE SCHEDULE ON SHEET 15) Of Q Of Q I ( Of©Or . LOCATE LAG SCREWS AT I MIDWIDTH OF DOSTING WOOD MEM1 "-DOSTING MIN 2•x4' 1 I OPEN HOLE AT EACH WID'D1�W/22'MMin.�MINAL EXISTING--4 HEADER REO'0 GLASS II MIN.SEPARATION TO GLASS EJTISTING I STUD TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11) a TING 5/16-0 LAG SCREW ARFA VALID FOR I AT CENTER OF TUBE INSTALLATIONS WITH 72psT WL MAX.A.S.D. DESIGN LOAD AND I. DaMG 1 MN SD�AATICN H 9'-0"MAX SPAN.THIS HV WALL HEADER INSTALLATION —j�mIXE ON�T GLASS i To GAS(SLE INSTALLATION IS ONLY VALID I SOEAIC IX 9RT I FOR WOOD W/MIN.SPECIFIC Bis I a 10 OR ®� —1'IST FO 1 OR GRAVITY of osR As DOUGLASo- SLAMS(D II, ON SHEET 19 FOR ®� FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR ITPICM.SHUTTFA ASSEMBLY OR EQUAL. 2-MWMIILG SECTIONS CAN BE COMBINED OT HV C ILL G INSTALLATION U. G S ELATION IN ANY WAY TO SLID ANY INSTALIATION. I roa (s¢ ----�SBVJWM OR®� I MIN DaSTII I I MSEPARATION IN.SEPARATION TO GLASS -(1 EgA�OE®pD O GLASS -(D j_(SEE SCHEDULE ON SHEET 11) NS\ I, HSFOT 19 FOR (SEE SCHEDULE 1705TING� O \I I ON SHEET 11) I 1111 ( 8 I I d IANCHOR I LOCATION I I EXISTING I FFIINISII I I I '/� '"'L �1ox3 4•HOC I I I 2x6'MIN.woo ( 1/4' ©♦ 7 �/B' WASH HEAD TEX DECK REQUIRED Max. SCREWS O 12 ac (ND FINISH 2'x6'MIN.WOOD OR _ ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) 2' 1• OF E EDGE OF DELI( :' ��- t9 EDGE OF DECK - _ DECK_IF IF APPLICABLE IF=APPUCABLE=-_- __ -- _ __—APPLICABLE— - — 1. 1/4'0-20x3//4"S.S. —f� 1/4'0 TAPCON OR din PHILLIPS rRU55 HEAD ^� _.MI �- 'i� A .WDH ADVANCED MACHINE SCREWS '•`� 1/4"O TAPCON OR TAPCON WITH ADVANCED` 224 CONT. ,�: THREAD TECHNDLOGY W/1/4'-20 NI175 THREADFORM TECHNOLOGY W/1 1/2'Min. 2"MIN. SIU.PLATE 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED _ W/1 1/2'Min.PENETRATION 12"O.C._ __ _ ___ „ _ _ TECHNOLOGY W/'1 1/2-M•m.-PENETRATION OF-THREADED-- - _ __ OF THREADED AREA-TO - - - - - - - _ --- - ---AREA TO-TO -WOOD;HEADER:=(SEE- - ______ -p05nNG-WOoD-HEADER. ____ _____ _-_AREA-TO-EYASDNG-,WOOD-HEADER.-(SEE.SCFIEDULE-ON-SHEEP-15)_ � (Sf:F SCHEDULE ON SHEET 15) ___ _-_-__.SC.EDUIE-ON'SNEET-15)�--_ ♦SEE uuDAnOUS of USE FOR 0 HV WALK-OVER INSTALLATION QV HV WALL SILL INSTALLATION BLADE p DN SHEET 19 WO NYFLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - -- - - --- �R - rkz"'i�� ©2015 EASTERN METAL SUPPLY,INC: BERTHA NVT. 1 L E C O i N�. A,■S.S■A■ Accordion Shutter System H v aaD> 1 w/OR w/o KV.1MNDOLN aaoE. American Shutter TILLIT TASTING k ENGINEERING COMPANY Systems REV.w D6cI�DDN DATE DRAWN BY: Ml q' . LD i 9••• �Q`` 0.133 N.W.]Stn.SL.St.JW,NNtatN CNalE16,FLORIDADFLORIDA331 Association, Ina1 O 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1891 4268 Westroads Drive 2 DRAWING No •• G�?,.``' e n EB-0006719 1m West Polm Beach, Fl 33407 15-085 2AAArgA���14L�N ` WALTER WRIRIDAA U.!"167 6 SHEET P.E. SEALf�II�A�URE/DATE a 17 OF 20 r END INSTALLATIONS HV BLADE OR f11A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r.s•t.1.NOW - SNILS NEON A'OOD r r w Sm05 NEO•a 0.s A•1;JCASLO TOM TOM Elttsrt9G GLASS0.YN000 0� r-EX5TM CLASS `t / a65NN6 GLASS ILT x x x ".f 2 BRDS EJeST. • E]TSDNO OlASS !e.VN I IO GAS M 1/Y l� ��EOR SMET m tuS(4Y 1/Y90EDLt[01�FOUE M 9gil PtYPIO111r.r a 11 Wi UTE!mDD SGEOUE O,9t32 KYM00G I IG2 GRE.IiEn�maI�wn CWi 1uO ,n& e/6smelaLia2,9KA �eFORT DyrTA1E.(tOfAi[ F1YA1AT tTLt1Ot�teiV1 6s rwrw+ce as sys �,mt/r sus --- t O16 O.C. 4oR SCE DVAM■ t ORO' SEE DMAJL R FOR 1 OR(V mE TO IRA`CICS M% � ®•�•o-�•�•�- -m-©o-©•�a.®. / 90E COOECMN -O-©•07-60-®43- M TRAM ®•©•®•©®- OB €�•®®-®® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAILV END CONNECTION DETAIL 9) CWHO •mum a"EON 5p.09-B-T-M Tt1v+,2'-0' z1{s1L os�e000 /PI WCON NLODNS ,/PI veal ,6„h/�•`91135 - r/1 tn•N/. �/1 ln•u9L �tfi 11L• amlCLG GAS fF/1E1NAlOL•IrO.C. PF/EfR.,iG1•?rat, 10 G ASS ♦ SEE LIMRATIONS OF USE FOR "IT MUL 91En U. 9Ea 4 4 BLADE lA ON SHEET 19 am t5w�•�'�5w It FOR MAE(DMD 11 FOR RAE(DAG __-- ON SW IMD 6 OROOR(DOii O 4 MeL 3 (!)OR . 4 ®-O-EO 07.0• ®-�� `1Enu FxsN r.� w.r6o6 vu ®(�C�-®Q�-® ®OH BAN ®� Y - - - - - ®-®•( �®- sons 11mro. Frsx ------ -- --- - �®-®•CSS-OO•©- END CONNECTION DETAIL ® D CONNE ENMON DETAIL O2 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone A..T/��I/,,moi __ -_--,__ ___— __ _ ___ -___ - ___._-____ _____�®2015-EIISfEf31•METAL SUPPLY.-INC.--- _ _ __ ' -NBERTHA H TM °; on hKtter Mem L EOc. A.S■S■A. KV W1 OR W .WINDO MMX T1WT TESTING ENGINEERING COMPANY American Shutter Systems R DESCNmOON DATE DRwm BY. N.L. 'z STATE OF *= Association. Inc. 1 o1n 11-19z 4/13/15 DAT. 4/13/15 '• 6154 N.M.36,e.SL,Sta.309.VMM GUDE1✓£/1J1ROA y1 ' �'�' '��ORIDP •'� tSone:(305)871-1330.F61L:(305)571-1531 4268 Westroads 1Qtive z DRAWING No n .-mel:GTtecoOOd.wm West Palm Beach. FL 33407 3 ••.. •`�``�.� M-MOS719 15-085 lV1 wF FLORIDA U. Jr.MIT 1667 5 SHEET P.E.'�YURE/DAlE 6 18 OF 20 ( GENERAL LIMITATIONS-AND C-OIJDOl p� ONS OF L)$F FOR BERTii� A G ®•® VM Y - 1.MAX.A.&D.DESIGN PRESSURE RATING:+110,- 110 Pa.f. - - 2.MAX.SHUTTER SPAN:96' 3.MOWED MOUNTINGS.`A D.G&H ON SHEETS 6.7;AS WELL,AS MOUNIWGS N•0.T•U&W ON SHEETS 16& 17. z ONLY fkMEf8MTE5 (80TH W/ OR 2�ARE ALIN LOWED WffH©1 OceOce r D�YOUTMNIJSi BE IN1NAC OR OfTP09NG OR ACCESS SIDE OF OPPOSING l 6 a CRE TYP.Ell END • • a a a 5.(A)HV WINDOW BLADE 1Q SHALL OILY ALLOW A WAMUM O 5 DPEN NGS ;.ONO FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS ♦ a s a a OF ANLL CLEARANCE F R @;MIA L 12'A1 EDGE:0 HV IYNDOW MADE 1Q ALLOWm AT HV Ef a OF ANY 310 FDIE FOR SFIIILI.BE 72'. WINDOW BUOE (C)FlRST OR 1�t31ADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 ♦ ♦ a a a a a (D)HV WINOOW MADE 1Q MUST'BE USED ALTERNATE TO A SOLID HV BLADE(j) THROUGHOUT SHUITWS WIDTH. ♦ a • a • a a (E) TES SHA1L ALWAYS BE INSTALLED ADJACENTITV TO A SOLID MOAT AT EREIER SIDE OF THOL x SEE END } (E)POLYOUIBONATE TEV WM W®SHALL BE INSTMM SD TtK TABS FACE CONNECTION ♦ $ a a ♦ a a THE INTERIOR O.THE OPDONG BEING PRO'TEM.IN WUIOOW(0 MUST BE 100&LTB TYP.ON EELS YW a sa Y INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIDED BY ASSA. - FULL HEIGHT. ggd Sy) 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALIAMONS INTO WOOD FRAME BUILDINGS ON SHEET 1%AS LADED BY SPAN AND DESIGN LOAD(SEE NOTES i P P 4 9 ,f. 1&2 ABOVE). - _ 7.SEE ANCHOR SPACING Sf71mULE FOR NSTAII/UlONS INTO PoUiii'D CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES t &2 ABOVE). M MUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: 4,,'P YP TAN FBarro OUIREAIENTS) W D H +V, WIND ZONE MMMUM SEPARATION TO CL43S NUNRED WID TFIRII 3 1' ELEVATION UK SUVFXDN TO cuss a 6?S- L EJOSTING GLASS— SOFEDUIE ON SHEET 11 FOR)MV 1 . 1 �— AND ON THS SLEET FCR IAAUESQ& --------- --------------- 5 /O(EXTERIOR ONLY) 4 AND W[t4 OR (SEE NOTE A ABM ® sv ICFMEFOJATIS W/2 OR ``PLAN w/o NOTAND ( E 4 ABOVE) — TYPICAL n HV BLADE-WORKING^IN--UNISON WITH�HV-WINDOW BLADE a SHUTTER*- ---^ N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone - - - -- -- ---- --- AAtIINlllllllfllpf - ®2015 EASTERN A(ETAL SUPPLY,-INC. -- ,•��``'�c�a A:r/jtir�� BERTHA TTA A■S S■!i■ Accordion Shutter System /IL�Mo I N C. KV.11"#1 W/oR W/O HV.WINDDW RADE TILLIT TESTING 6c ENGINEERING COMPANY American Shutter Systema DES�PraN DAZE DRAWN M. ML 7k'? Association. Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 I-O'¢ STATE G35S ILYL 36ft SL,Ste.305,VUM MA GAIDFNS,FLORIDA 33161 - �-� Phorw:(305)671-1530.F..:(3x5)671-15x1 4268 Westroods Drive 2 DRAWING No O'•, <La a-mon:t0tee ead.eom West Palm Beach, FL 33407 3 ,,��c• . OR ...•'�yk.� EB-OOM719 15-085 �/♦ tSs • �\ ,� WALTER A THIJT Jr.P.E. 4 FLORIDA Lie./44167 6 SHEET ?ZE D OF 20 A-6W 0.03rOTHICK0 INSTALLATIONS W/ HY BLADE & HV CENTERMATES 2=0-M... WE 4 min.G-60GAILY.STEM t%W METAL SWIDS AT IS"O.C. INTO METAL STUD WALLS 0 6"O.C. 0 41 1/2* .47 114"o NOMINAL 51 GEN DITIONS OF USE ALUMINUM SLEEVE -MAL UMITAMONS AND CON (I 3/4-x 6 l/Vx 0.035�THICK Mfn. • 12 1 FOR BERTHAQ)W.13LAD-E ACCORDION SWIMS 6063-T5 ALLOY CONT GALV STEEL TRACK CHANNEL.I.o er O.C. 0 6"O.C. ns TMEM INSTALLATION TO METAL STUD WALLS 0 3 000' ASTM A-653 GRADE 40 Min.G-40 SEPARAMON T-0 GLASS SCHEDULE it, GALVANM FASTENED TV SIVD5 1=16xllr TEX SCBM ON -EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) EXTERIOR FACE AS APPLICABLEin WIND ZONE 2. MAX. SHUTTER SPAN: 84" MINIMUM . EPARATION ASTM E-1 w 996 SEPARATION 'JI:&LENGM + 1. MINS1 EXISTING CLASS 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS A-0-2(wr BOLT ') 4. ON ENTERMATE 21 W/ 24 W LOCK ARE ALLOWED 1• MUST PENETRATE 1. WIT ONLY ARRANGED A METRICAL LAYOUT. H L US 0 )SE 0 (2)(3�(V LONG, MINIMUM) MUST ALWAYS BE 4 4' 13/4'z 6 1/4"x 0.035"THICKEXISTING FINISH INCLUDED ATTXTERIOR OR INTERIOR ACCESS SIDE OF ...1 .250' 050ASTM A-es3 " CALM STEEL TRACK CHANN AS APPLICABLE CENTERMATE. CRAVE 40 MI.. STENTO (2)# /2"TEXSREWON 43C L I 430 I.1p TMOR&EXM310R FACE 6 O.C. 011/4.0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR: I Xg ELCO CONSTRUCTION A. 12 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTSPRODUCTSFAB-LOK HD %-.I V2,x 0.035'THICK 0 6" O.C. I..ASTM A-653 GRADE 40 COMPONENTS Mil..G-60 GOV.STEEL MS SILL INSTALLATION SCALE: 3/8- 1' METAL STUDS AT 16'D.C. WALL HEADER/ ED)a NG FINISH AS APPUCA13LE (TYP.TOP&BOTTOM) - -- VA ---,.,4 ---------- 13/4'x61/4'z 0.035Mn. 7 ONT.GALY. TRACK CHANNEL. ------ - EXISTING GLASS ASTM A-,M GRADE 40 Min.0-60 GALVANIZED FASTENED TO STUDS #6xl/Z-TEX SCREWS ON wl(2) 4.5a 4 MIN. SEPARATION;,. �fi: INTERIOR DMIOR FACE TO G 2' CE :"'CENTERMATES NTERMATES W/., SCH U M.".:-�: �C ES , I I-INTERIOR ACCESS SIDE S SIQE�: A (6"Min.) 4 I 12 y + 21 21t 21 1 LOCATED AT 12 HEADER/SILL ENDS Y VIEW ---------- ------- Nz 4 Typ.)- -7"- -6 1/2"MAX.SLACK ------SIDE-CONNECTION.-TO-TRACK- ont.) ByJ3 BLADE SLACK DETAIL HVF Mfg FLORIDA BUILDING CObE(Non High Velocity Ifurricone Zone' -0-201-6-EASTERN METAL_SUPPI.Y."lNCm­____-_ N TIZ Z'. ..Al� BERTHA HVTM N :10 Accordion Shutter System A.S.S.A. FLV.BLADE#1 W/OR W10 RV.WNDW MADE Amerlean Shutter Systems MV.Ift DESORPTION DATE DRAWN BY. M*L LLIT TESTING do ENGINEERING COMPANY TATV P Sm fit.30th.9L,SU.305,WRIAN14 CARDDE,FLORIDA 3316A Ansoclation. Inc. I OLD 11-192 4/13/15 DATE.- 4/13/15 Phone:(305)871-1330.Fax:(305)371-1531 4268 Westroods Drive 2 DRAWING No A, -..!I:bite-ft.L.- West PGIM Beach, FL 33407 3 ZORI M-0006719 15-085 Iz SS........ WALTER A.TWT Jr.P.E. 4 j FLORIDA U.111 44167 5 SHEET P.E. lult 6 20 OF 20