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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTHA H.V. ACCORDION NALL`R MTEM SHOWN ON THIS PRODUCT EVALUA➢ON DOCUMENT UP E.0) HAS BEEN NEA'FEO FOR COMPLIANCE IN ACCORDANCE MIN THE 2017 (611 NOTION) OF ME FLORIDA BUILDING CODE, THIS ACCORDION SHURER MTEM SHALL NOT BE 4NSTAJLEO AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE. DETERMINED AS PER SECTION 1620 OF THE ABOVE AIENNONED CODE. FOR A BASIC AMD SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER 'ALL BE INSTALLED WIN A DIRECTIONALITY FACTOR RI-0.85. USING ASCE 7-I0 AND SHALL NOT EXCEED ME MAXIMUM (A.SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I MRU 15. 19 k 20. IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN µ1ND LOADS DETERMINED PER ASCE 7-10 MAUL BE FIRST REDUCED TO A.S.D. DESIGN WIND MONIES BY MULTIPLYING THEM BY OW IN ORDER TO COMPARE THESE W/ NAX, (ASD) DESIGN PRESSURE MDRGS INDICATED ON SHEETS 11 NED 15, 19 a 20, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.0 D., AS TESTED, WERE NOT OVER STRESSED, A 33 F INCREASE IN ALLOWADLE STRESS FOR WINO LOADS WAS SIDE USED IN THEIR ANALYSIS, FORMS, A WIND DURATION FACTOR CO.1,60 WAS USED FOR VERIFIGTION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSIEN'S ADCOUACY FOR WIND AND ONCE MISSILE IMPACT LOAD NAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AIL REPORTS: -HV DUDE (D J02144.01-03. 10715ON-03. 11004.01-05, #1214.01-05, 10317.02-O6. 10609.01-I0 AND #0210.01-11 AS PER TAB-201, TAS-202 AND TAS-211 PROTOCOLS ANO ARM E-1886 AND E-1996 STANDARDS (M15SILE MI D, WIND 20NES I, 2 8 3) 6 /1220,01-10 AS PER TAB 201, 203 & 203 PROTOCOLS LARGE MISSILE. -NV WINDOW BLADE Q 10505.01-11 AS PER All E-IB66 AND E--1996 (MISSILE LEKL D. WIND ZONES I, 2, 3) BASIC PROTECTION ONLY AND R 0725.01-88 A5 PER TAS 202 PROTOCOL 2. HI BODE()i AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA HN. ACCORDION PINS MV SCREWS), USED AT BODES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE bHv275' AND j14xI 75- RESPECTIVELY. 410-HT MINIMUM SERIEB STAINLESS STEEL SCREWS MIN 135.0 Fei HELD .STRENGTH AND HBO RAT TENSILE STRENGTH, PINS SHALL BE COATED WIN BERTHA IN UACROSHIEID COATING SYSTEM IS MANUFACTURED BY AFPROV COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSRMAS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HIM EO 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATEO ON SHEETS'2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TO ALLOY IS ODD Ali AND 35.7 IN FOR 6005-M ALLOY, 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Oi MIN. YIELD STRENGTH AND 90 Rc: MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.114. 6, SOLIS TO BE ASTIA A-307 GALVANIZED STEEL, OR ASI 304 OR ,316 SERIES STAINLESS STEEL WITH 35 4M MINIMUM WELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE : 12.13,14,15 AND 20 W BODE QI k 0 WORKING IN UNISON: 12. 13 h IS 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT Ij6'779,552. COMPONENTS OF THIS APPROVAL ARE COVERER, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIAIl1Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER I$ TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEA/CAULK All SHUTTER COMPONENT EDGES WHICH REMAIN, THOU FASTENING IN CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT WINDI INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WIN WARNING NOTE: DURING PERIODS OF NURR?AIE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL NV AND IRO CENTERIAAIES .0 ENGAGE OR 000K A W AND NO LUCKS. 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A RM14Y NSIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE \AGM BECTON V709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SNALL BE PLACED TOR EVERY OPENING. UDELING TO COMPLY WITH SECION 170992 OF ME FLORIDA BUILDING CODE. 12, BERTHA N.Y. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WIN SPECS INOICRIED IN THIS UNWIND PLUS ANY BUILDING AND ZONING REGULATIONS PROAVED BY THE JURISDCTION WHERE PERMIT IS APPIIEO 10. 13 (o) THIS P.E.O. PREPARED BY MIS ENGNEER IS GENERIC AND DOES NOT PRONOE INFORMATION FOR A SITE SPECIFIC PROJECT: i,e. WHERE TIE SUE CONDIUONS OENRAM FROM ME RE.D. IT) WMRACYOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND WSTALORM INCLUDING LEE SAFETY OF THIS PRODUCT, BASED ON THIS RE.D., PROVIDED HE/SHE DOES NOT VF M FROM ME CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY MY MEANS. (E) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGIN RL AtEER OR ARCHITECT WHICH 1WLL BECOME THE ENGINEER OF RECORD (BE R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF LAIC P.E ACTING O. ENGINEER 01 RECORD. AS A DELEGATED ENGINEER TO THE R.C.D. ENGINEER SHALL SUBMIT TO THIS OTTER THE SIM SPECIFIC ORAWINGS FOR (0) ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OI ME SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PREPARED IT. .017 TILIECO. ING _C0 ILIE °sTb�' r y TESTING h ENGINEERING COMPANY es11 a v.N-, w. Jfu. AA s1., sm. 501MwcDl , WRU. csMIIA , Du Pncn.- p05)9n-153c Fe.: R. . C.P) V1-1531 OI<eeaoeLcam S/V f WLIEI LLR P.i. fL e4I CTANi�IF.NET111RF /DATC .` rtCw]a De/ 18T TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUMJR ASSEMBLY 36-14 SHEET 4 TYPICAL WINDOW BLADE k WINDOW DUAL ARIEA • HV AlAD (1) AND HV WINDOW BLADE (tAl (WHERE A_ PPI I_ ABLE) TYPICAL SHUTTER ELEVATION h NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS GI CONCRETE/BLOCK SHEET 7 CENTER MATE DETAILS IN SHEET 8 CENTERMAM ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE,/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE @ BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DUALS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 Y X. WOOD SHEET IS AREA T• HV WINDOW RI AQF A ONLY TYPICAL SHUREIi ELEVATION SHEET 19 AREA 4, LM WINDOW RI ApE (1 ON v INSTALLATION DETAILS, METAL END WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 A_...DU. Drbe West FIXITY, Beach, FL 33407 6 ZON 7 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Syste) H.V. $TOE k1 W/ OR W/0 HV. WINDOW E AM y. FRI TVIII IT... 0A11 DRAWN W. It I ULU LS-085 7/271 DATE: 07/27/1 y DRAWLING No 17-107 �D! 2 UNOEITUS PATENTS 5458179 HV WIND_ OW BLADE* )NIS OF USE OF BLABS @ ON SHEET ID 6053-TG ALLOY AND TEMPER 67 3 211M 11)HV AOJ ELOOR TRACK QUALIFIED FOR USE W/ TV DIADE Cl 6063-i6 ALLOY ARID TEMPER 0 91J=— 0 063' Dewof r DSD- _3GC' ' .D� �95 6]C, �L66-6 aV 1/1 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE7l' ONLY. SEE SECTIONS FOR VALI014- 6063-T6 ALLOY AND TEMPER TrP MN XMµYMNI J� I• C63' 116; SIDREM S QUALIFIEDIt,/ V 60 TPER _-- .363• _I i �3�'HV UNIV Rael E1 ne>•Ec QUALIFIED FOR USE W/ HV OLAZ 6005-T5 ALLOY AND TEMPER O64' ibP) i_ CIHV ADJ. ADAPTER W/IIP QUALIFIED FOR USE Y(/ HV B VIDE () 6063-i6 ALLOY AND TEMPER Cl '/UtIES m 1 a6 �, cn3 as { O60 nl 1ST\ 6]0 J {1fj HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE(�p4LY 606396 ALL044 AND TEMPER'- Sl ALUMINUM ANGLES QUALIFIED FOR USE 1V/ HV BLADE L ONLY. 6063-T6 ALLOY ANO iCMPEF �" :� HV DIRECT MOUNT OUAUNIED FOR U@E W/ P,V 63- BLADE. II W ifi ALLOY ADD TEMPER j16�09 I.UB (B':HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE `i 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV SEE SECTIONS FOR 'JALI 6063-i6 ALLOY AND TEMP COMPONENT A O ?I T3 1j I 3 5 Maxl I/6 V6' 167 �5 0.193 10.192• 35 ] IM...OA90 10,190 1A 4 6 MIJ(- p.q9' :OJJI' I . I- i 90'/180- STARTER QUALIFIED FOR USE MI/ 6063-T6 ALLOY AND TEMPER _] 670 99e D]0' e12 e 1_ 2 �.9N �IHV TRENCH TRACK QUALIFIED FOR USE VI/ HV BLADE:T ONLY. 6063-T6 .ALLOY AND TE61PER vR s ID3 I 135 523 I 09] 'ol o. Xl (14- HD WALLHEADER/SILL ` QUALIFIED FOR USE IV/ HV BLADE (t) ONLY. 6063-TS ALLOY AND TEMPER L I � 3 I Y 0.135 1 VCORNER R POSTS QUALIFIED FOR USE W1 NV BLADE 6063-i6 ALLOY AND TEMPER \\\ 'N, P1�•,,iV Yx+s ff� a` V CAP 92017 IICIEm, INC.(9101] A■ S■ S■ A■ American Shutter $y5(BTS A9$OCIU110n. ITIC. 4258 1'Iefilroad9 Orivv III Poll. Beach, FL 33407 EASTERN METAL SUPPLY. INC. ,. BERTHA HVTM Accordion Shutter System RV. BADE' #1 W/ OR W/O RV. WNDOW MADE .Y"A�A� f yr : ' �y�A ' IArE DI( ; cfS`•''•ORIdD'' �"Q`t -� s/,O, S 6A5`rlT�,.-r D I 1, TILLIT TESTING k ENGINEERING COMPANY 1555 x.G. N!, St. S:a.. `A5, AICmu PAD`N5. ILMIC, ZIIII far (}95)6T-1531 ! [g-eaaemis�l m NAIAD; u.`. / 11. Rl, LY, x osswlPnox Dn[ 6Rn:m: 6< L.c. I OLD I$-081 ]/27/I DND 07/3T/17 > s DRAWING ND 17-107 ...... � ONLY T- -A 7 FRONT ELINATON ��T LOCKER FOR -T- LOCK CENTERMATE , QUALIFIED FOR USE `v/ RV BUDErl !ONLY 6063-16 ALLOY AND TEMPER` rZil;-, 2. ZU -$/4'-20YNUs T I A-1 1 MOUSAG ENV EL e-10 P-RD Be a I I ZOO VE LVINCEP 0 Ik ONLY Z, , 9,i - IIV LOCK HV EGRESS LOCK Lez�� QUALIFIED FOR SE W/ HV OUALIFIE06 A/ HV BLADE Ot V CORNER CENTERMATE D ONLY. I OR USE 'U�L; BLADE I 0141Y Q IIW FOR USE %V/ HV 8L4DE( "'OILY E063-TG ALLOY A140 TEMPER --"a, DO, ALASDC SEAT MOLUEB AFTER R11ej,N3 LT- BEFORE RIVETING 1/4 9-20 x 3/4" S,$, IHUMBSCREW 1/4JERSY "0-20 RIVNIIT* % GVfnr M MALE "T" LOCK CENLERMATE 1 MALE Wz:1 UYA�FL QUALIFIED FOR USE VI/ HV Bt-AOC(T)ONLY (�§ HV FEMALE "T" LOCK CENTERMATE V TER IV DC ­B N0`vA 6053-T6 ALLOY AND TEMPER - — USE YY/ He BIDE 11"ONLY R 0 FOR N', 11 QUALIFIED FOP, IVAL;15 1�1. E 6063-16 ALLOY AND TEMPER' VI/HV DIUkDE "j, ONLY. `31 HD I-ENTERMA rl—W4—N NG RO �QA ,�LK QUALIFIED FOR USE V11 HV 61110 RV 0, 6063-T6 ALOY AND TEMPER RODt 5 UELOCKING OR USE w 6063-76 ALLOY AND TEMPLE Ins )INSTALUTION WILL REQUIRE A 7/16' HOLE DRILLED AT. TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER 3161 - �)3 HD CENTERMAT QUALIFIED FOR USE V HV INSERT I & 6063-TG ALLOY D TEMPER � i.5 HV 20 AI SI 304 SERIESU QUALIFIED FOR USE W/ HV DIADE (D 7 TILLIT TESTING & ENGINEERING COMPANY 6J,5 :I .. .... N. SYe. AI, "', vNr, P,- .A , � r rAll, Tft`R A Nal-� L;,. f anm bi ml 0 'Y 6B r, -J MINDER I� HD LOCK BY RECENT HARDWARE MORTISE "" SERIES 2333 HOOK BOLE LOCK. QUALIFIED FOR USE 'I,'/ HV 8LAUECj)&- .I�, FLORIDA BUILDINGT CODE (Non Hurri cane &2017 EAErI ,F7A�"L,INC. A.S.&A, American Shutter Systems Assaciation, Inc. 4268 VVestroads Drive West Palm Beach, FL 33407 Accordion Shutter System HV,_RACE #1 W1 OR W10 KV. WINDOW MADE CAWING IN 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV T HV Q Hv BVAE 1 H`✓ WAGE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING �Q L`J HV NYLON HAT WASHER O HV WHEEL CARRIAGE AISI 302-303 SERIES ,870"Y3/18" THICK NYLON WHEEL, 0,188"e AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN 'N/ O2. MEAD ® IW 2 3/4' ACCORDION PIN W/ k8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW * HV PIN RE9111REMENTS AT EXTERIOR BLADE KINIVICKLIF FOR HV lt) HV L1 I (1) HV PIN Q SHALL ALWAYS BE USED AT .ALL EXTERIOR BOTTOM KNUCKLES Of HV ACCORDION SYSTEM W/ HV 1Q OR I -IV ® BLADE. TYPICAL SHUTTER AS MBLY ('<) H`i PIN e MAY BE USED IN LIEU Of (D AND ONLY AT EXTERIOR BORON KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO COZ24' BLADE WHEN CORRESPONDING TO INSTALLATION '•II SHEET 7. 043__ 0 n." SHALLL PIN SE OR ©WE 1/ O O.D.T1 TAI NON S.S. WASHER 0 > SHALL BE USED FOR DIRECT MOUNT INSTALIATION PER DETAII. X, "�B> �•'1• SHEET WHEEL CARRIAGE DETAIL EXTERIOR ) nl �V KN1 V( M I€€I11 I I I {ELf✓, Sr �i 2 T < 4:15'0 SEE BE r DP 5. y I 39 J' V' _... (1) OR U OR 1f . !J LI EXTERIOR HV PIN O OR Ext IOR_ (RATE'S KNUCNIE. \ (BEE NOTE • FOR REQUIREMENTS) 'I ASSEMBLY LAYOUT 0635' 10E .0625' x �0625 0625- DIIC LEXAN 103 RESIN ON SHEET 19). POLYCARSONATE SOURCES FOR 44 »t`Nl m:Cµ n0.°eniFS SI.WD,•PD< wm w'�mdi RrREr:<xcE errs,.... N[LiLW. D rW' Si n.LL, [ C 1.3 .vsw DR DDw •: nzo acD �s:mvE a�� azia I. .I a,., ours nsw Dxea ea>x ev ar:nwN D exo .Dw s e r wru sm<wur vlu »nl�.s.,.r.. �Nsu s.Ess e[rD°c wxc:rcas sr.: m< a e: o-.r eeea p.:. `l5] l �1` .: ';` ENS.'. ✓� V i cxon Tu[c0, Ivc. IL ECOINC. e C C a AN VN VNA■ American Shuffer S stems Y Association. IOC. 42E8 Weslrocds Drives/pt�ALENr,,°-^°<3�-,«ss1<Dm Wes( POI,, Beach, FL 33407 STERN MEtAL 5UIPLY, INC. RTHA HVTIA ion Shutter System OR W/O RV. WINDOW BADE ••• Ae ' ,V(w �, TILLIT TESTING & ENGINEERING COMPANY 6]O5 r:wsesil:asx ; 1305).71-1511 a. P.E. ,, OM[ M�ICET owmx fir: L.c.0n'�L(1Ri�A 5 1/2>/1 ME. 02 27/170Na DRAWING Noe:ut j 7- j 07U<SHEETa nr e., a! FSF� K; Q-0- 7i.Z3«I�. -It S s r 11 �31 1 �.Ir3..a9.F;lu�2+ _ I 1 116 a'�hq i � I I I / �4'aY�SLy�;ryi'QiDq Q4% � / A II Z xrc� i 3 gBEF jV° p, %b` f 'CCNN I \� S ON D T S 10 k P.' v Y TeA NOTES ON HV LOCK5 AND CENT RMATES• I. MANDATORY CONORION 111 ONE HV LOCK �8 cr 5 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR SPY 2 OF SHUTTER SPAN FOR SPANS UP TO 105•. AND FOR INSTALAVONS AT ANY ELEVATION. IN LOCK .2.4 or U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO .-I OR # CENTERMATES W/(2) 1/4.0-20 A t/2• LONG FLAT HEAD S.S. MIS, LOCATION OF LOCK SHALL 6E AS INDICATED ON TYPICAL SHUTTER ELEVATION. ' IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP i0 M'0 HV LOCKS Q Q3 OR q6 D4Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERVATES .1: 23 _y9D_� OR Q"� SHALL BE AS INDICATED ON NOTE (1) ABO@. �1 r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 19 NM In r,M— — ---or, m........... n. ....._ .... _ _.__ OF CORNER tI CENTERMATE (7,•,L-C6I•��I. �'•C�D. t1�9,.•n3�«(i4•e5w�2•�ji TYPICAL (T HV BLADE SHUTTER ELEVATION N.T.S. MAY ALSO BE USED AT STACKING POSRON (NON CANE POSITION. AN ALTERNATNE 4. MANDATORY CONDRION /2: ONE HV LOCK 03' O SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 1r3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 33 AT TOP k BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUI2 SHUTTER SPAN SHALL BE DMRL41NED 0.. PER SCHEDULES SHOWN ON SHEET 12. OF 1/4"0-20x3/4' S.S. THUMBSCREW TO '`61 OR (E3 CENTERUATES SHALL BE MADE W/ I/a"e �20x3/4"7ALUR". RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONEMON AT FOR KEYSTONE MQUNDING INWAIATIOMI, ONE HV LOCK Fl °r 23 or QB SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO e6•, AND FOR INSTALLATIONS AT ANY ELEVATION. RN LOCK 23 or 23 or Q� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 'II Or Q SYMMETRICAL CENTERMATES W/ (2) 1/4"_20 x 1/2' LONG FLAT HEAD S.S. LI.S. LOCATON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELIEWTION. USE OF LOCKING RODS ;1` W/ S6 OR 5� TOP AND 8070M IS COMPLETELY MANDATORY. •NOTES ON HV "T" LOCKS AND C NT RMAT S- Of WCK ON INCLUDESxUSING REINFORCING LOCKETYJAA.. ASE SHOWN ONUSED ASASEC➢ON HVG. SHEETS 9` WHICHTTACHMENT MUST BE WINGNUT�ORTW/ E/4-0-220xlTES 'S.S.MSAND .MTO A11/q 0x 5/8' FWNNUT, LOCK MAY BE INSTALDED L ED AT MIOSPAN OR 12' MAXIMUM ABODE AND BELON' MIDSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY. 'NOTES QI HD LOKS & C.N, _ CERMATES• 1' + ONE ALTERNATE HE LOCK I]4 MAYBE USED IN UEU Or HV LOIXB (2 OR(25 IOU ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNAI£ HE LtCK Sq MAY BE USED 0.$ AN INSIDE Be OUISID9 LOCK. ATACHMENT OF HE LOCK (la TO 011S W/ 3 /8 x 3/8" F.H.SSLLS.. AND INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HDB-M MID HDC-HVC, SHEET 10. LOCK ANY BE INSTALED AT MIDSPµ OR 12" LNXIMUAI BELOW OR ABOVE LeDSPAIN. USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. {I' ,\+ •.. -eJ` �;' �GE,vgF•...✓qY ••'• TE Qf ' /�: 02.0 "TOM WG IL E C O TNC. iILLIT TESTING &ENGINEERING COMPANY M,r, a. So. U, x1°1. NADEL,, DwOx bu (Ye)811-1530. F°.: ,aos)en-+Am -maa: 1!uee000d.ow,+ WYI EA KADTIWr J+. P.E. L". 1 uwT A.S.&A ATBFIean ShUHBr Sy6iBT6 A8600)O})On, Inc. 4268 Westroods OEive West Polm Beach, FL 33407 C2011 EASTERN METAL SUPPLY, INC BERTHA HVTM Accordion Shutter System RV. BLADE #1 W/ OR W/O H.V. WDWW MADE Ev. x DDscRImOn Dnrt eR.uN er: Lc. 1 OLD IS-OB5 )/22/II DaF: 07/2]/1] •, li'[f `•..L \�,11L •• V/O1IIf{L C�II11 JSID1VAiURE/DATE CE/DATEFLDRmA 2 BR.AWING N0 1 7-10-/ / SHEET ^ "" POU-0 -- CONCRETE W RI➢ E. D.' , I ' POURED I -CONCRETE oMCHORS POURED CONCRETE CONCRETE_ (SEE SCUMUNE ON OR CONCRETE ELh^.(j REONRED SHEET IS) .REWIRED / CONCRETE R4HOR5 CONCRETE ANCHORS (SEE SCHEDULEW! SHEET IS) a \ �.:/ I B R•�CYSIPUE (5[[ u>Inrvz ®pv yrtEr p . _ (SEE ECNEOULE ON \ % SHEET 13) 12 cW 4 1• / \ rlun "1 I/4ro 2D.JH" S.S. / y EO-' EO VACHIUE SCREWS I/z c.PG lOC•-2D NUTS -1 I/z {T:. 19 i '.I I3 eR 15 irr�_. I l'E..: L .250" MR.. E. I •.,1. P E.O.• l y� OPnDNAL - uln. SEPAWnON TO GVSS I I 1 A.-- -(SEE SCHEDULE ON SHEET 1 q EXISTR$ GI SS—= I I,A) !B) HV WALL HEADER INSTALLATION + KEYSTONE iblDmL4pl y�lll 1 epp{1 - `CDR �� A9N. EEPIRGDON i0 CUSS i i V' a,61Y yxD A.,AI :`(SEE SCHEDULE ON SHE[i II) RrMsa 15�0 E{E{E{ E%IEDVG Nu:. SEPA ION TO G u (SEE SO-EOULE ON SHEET 11) W 'NINE SCREI'5 I/ -20 IS O 12" C.C. I. S) HV WALL HEADER INSTALLATION j � UI � GGSS--� � � � � � •I� rOPTIOrIh' -.1 Ld _ aEIl•. I �1 1 % 1/•. C.O.• I/<•� -Oa00NRL ue.. •�____-. I t o• Y 11 3 S 11 LED •. -� EG C0� Pn LLIPS ipU55 HEAD t _ p118 M\CR.YE SCRM'S USMG •%-20 1/•c-200/1 SE PMWPE q" '-CONCRETE A4CNOR5 IJ O _ _1 _- -\ _ COIIORER R:CnORS I' I/t -20 NOS C 12" O.0 - L iNNSS HE)D MACHINE SCRf%i POURED CONCRETE (SEE WNECU.£ ON S4EU IJ) 1 yp POURED COHORT ` Slim E�G"EOVLf OO W/ 1/4C_20 NUTS O 12. QC. 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Cl■�A Accordion Shutter System_ILE S S A■KV.'UADE ilLLli TESTING &ENGINEERING COMPANY al W/ OR W/0 RV. MEOW HIDE American Shutter Systems % E%, x DESERIPNIx UrE oW"." eN AAA"` = K``'•. (ne nA 'c�''M NBCSN c..vnnxs, 0cam mle Le. A990CIONOa, Inc. 1 OLD 15-085 1/27/I DATE: 0T/2]/D c . , Pnn., . ITae)sn-Is2D . N..: (NDs)en-lul S/DNA -^°o!'a�s=(qI=« 4268 Weslroods Drive 2 West Palm Beoch, FL 33407 DRAWING No wramx A nurc .'.. P.E. M1IRN/. Li,1 j 1'. 1 R.E 'SEAL/SIGtdATURE/DATE 17-1 07 n SHEET n 8 OF 20 ALTERNATE INSTALLATION W HV 'IT" LOCK in0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 J & LOCKERS _,1 W/(1)HV BLADE SEE END CONNECTION OETA x ti f0 1R LET IN Dubs Osucx mrn rv.r �rvoxnm an s..La !, ®^®^©O^��•©^ AS wELL .s anrvrava Lsavuc m.ox®mr.a xm-.w. •) 8 10 wEo ax mis s..En. w. eE asro cam mrs vLs[n.n i llo.®^©. �„�•�^ +�s+uurm,. xox.w i srrta. 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TILLIi TESTING k ENGINEERING COMPANY nu .... 34u. sr sl.. 3m, ItP. csbxs. ,soxxx nm (30sw'-pJl TWl Jr. P.E non"" u=. ) c.16T l-LUNIVA HUILUING `�+ /�BERT A■a7■S./i■rdion American SIIUHeT Sys,oms Association, Ina 4268 Weslroods DriveyAL¢1�,Eg !Vest Palm Beach, FL 33407 COUE (Non High Velocity Hurricane Zone; +) FASLERN NETpL SUPPLY. INC. A FIVTM Shutter System , W/ GR W/D H�. W DDA aADE 1x ::t4.r +, 6kV.!a4DME nwnon one o:0 s-o8s T/271 AAIT: 07/27/17: P.E. SEAL/SIGNATURE/DATE DRAWING NoLVLIJ7 1/-1D7FFI. SHEET OR +; -POURED CO STOCK COYCRE2 bICCK "l4_L ---POURED CONCRETE OR CORCRETEOR _� _ POURED CONCRETE CONCRETEPRUNED CONCRETE SON CONCRETE CONCRETE REQUIRED / p OC ry yL RECLINED EUCCK WALL REOURED _ ___ j BLOCK I'ALl REQUIRED CONCRETE N6HOR, 0 1a- O.C. EXISTNG GLASS / j EM5L91G GLASS / - - - � -EXISTING Gu55 , i EXISTING x• Mni. - T- - r N,I SEPAWnY! -/- - - - -S �x ! OVSS , _. EOEO OIL. SVNNTIX: 10 aASs (ER ' y EDUTE ON SHELF - MUL sa," J 1 I y,EDSE IXu S'Cll _ i/I6.]' !AA%,. IgyENgET 194NµO YJI"WIE W(SEET t lun.PAMTIat i0 GLASS (Z'E (LOGTE AT EITHER, i II FOR OUNCE SAND . G• SHEET 19 FEfi PUR I a (606]-T6i CONT. µUtA. [LOSER _ CVCfs Ok © I 11 FOR H14 Q0.19 0Y gISC 19 Ttlt '/� f GENERALE OR 11 FOR BVL£ O .•D SHOE PLATE. LOCATE '/2 , AT EITHER AIDE MIN , ! RINGI9 N SRE IOUFO 1/2" Mw, Or O) �E I 1 jI0a1 '2' SX.S —, 00.1/2" S.N.S. /I, IJ A USE I' OR MAY. I (%S / ✓ W 16' O.F —� 6 IE" O.C. —�' _ PLUMIIIVU CLIP FNGLE ti _J\\ J _ ® (6083-T6 PLIOY) AT MIOHflCHT/y y T�\ /• (1) T710 12' S.AI.S. TO 4 O- "� (2)1^-0 TPCCONS ANCHORS t0 WI It OR ®a I SEE DUAL N FOR � SID, Wo CCCTIOSN llf OR ®' AT I' D.C. (LOGTE AL EITHER SIDE 0Fp) / 1O OR ®' hf - SEE OEraL K FOR - SIDE COHIRECRON I, OR ®. iV ^EXISTING CUSS x' MH QI ORO' •- CONCRE CGNCFZTf OR 6lOCK v;ALt ` REOILRCO REQUIRED END CONNECTION ` DETAIL 50 'KS w .. 6 2 a• g 10 .®w `�'©• �^ g I •®^ SEE OETaR K FO 4 ®e©•A-A�©•©^ SIDE: CONNECTION 1 TO•®^©.®.a©,©^ I SLYTO TRRCKS PNG :ND CONNECTION DETAIL 02 END CONNECTION DETAI ( END C -POURED CONCRETE OR A RE011'HED C CONCRETE 2LCCK WALE I-' UOSTIN6 4 RECO GLASS _.._. d10:O.S. Q 1 a 6, D.L. D%CROP 0, ..,,.,.:... - all II FOR EVDEE a: 1 12" OZ. . .� v ® ' 2- ON SHUT 19 FOR �0). OROOROOR _ o SEE LIMI nL0u5 Oi USC COR 6lADE dON SrvCEi 19©OR ORfl® RR® RR© VIEW V Y OR ®'_— PLAN DETAIL X SPATS GREATER THAN "'-0' OR®OROOR OROOR(9OR@ GRIP ®s©•]Oa gOs10 •®n ®^©•gyp•©w END INSTALLATION ©•O•©^©O'®- ()HV BLADE OR h HV WINDOW BLADE INTO © ®-p•®']'®' CONCRETE OR CONCRETE BLOCK WALL nnalnA RI III nIur. rnnr Au,.., u:_I u..__.____ 11• .p' ;•' �c 'i0'.± /"•"v VY '.Q I oi01v FART, A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes(raaas D[iVo PDIm Beach, FL 33407 82017 ElVUI MUAL SUPPLY, INC. BERTHA HVTM Accordion Shutter SystemM RV. 9E p1 W/ CR W/O RV. WINDOW MADE TILLIT TESTING k ENGINEERING COMPANY "'0 A_ TAUT L. P.E. LP.E. `'1IiiEO6 Ev. N DFicnlvnONmr-�_ I CtD 15-G$(]DS)871-If]I URFLORaa SFAL/SIGNATURE/OATS )West OF 11 F r XIMUM SHUIILR SPAN' -L+- OR -L-• MAXIMUM SHUTTER SPAN •L+' (D.). FOR INSTALLATIONS ,Y/ NT RMATF @ & ® CF ilD or (Y�1 OR "L-" (ft.) FOR W/ ONE H.V. LOCK ® or or or INSTALLATIONS V!/ HD LOCK ('J4 'N/ NO LOCKINGWRODS or ONE HV LOCK ar ©or CENTERMI 280 29 V/ ONE W/ NO LOCKING RODS NO - LOCK 10 W/TWO LOONG (SEE NOTES t, ry) RODS 351AT!O�P A BOTTOM 1EE CONCRETE& hOd I11S}ALUTLON5 O AS s EC Rn. [ONCflETC A, WOOD wA1 II LL IIAO'N:NN: ASo 06G4 PM�SSvx[ WALL MWN}INO BOOR CEIUNC HOUNDNG LttW OALR 1 RCOR/[FAY4 vOVMInG SCHFDNIF 9.1 HUTTER SPAN* "L+"6) INSTALLATIONS/ ONE HV LOCKSW/ NO LOCKINGCN MnUN11"0 QSHEET c '!)CONCRETEINSTALLATIONSRCOR/eENNG vVJHA.Lt TILL xI W II mi 1-m) 0) 30 f6'-0" JS IS'-2" 40 - -2" IS'-2' 45 _ 13'-<' IA'-] _ 50 12'-3 I3--1- 55 EO 10_-2 I ,-I I" 65 _ •- V-5" I.0'-1" 70•:8'-99-a 75 Nc}�ppULATFOR I EXTEND CONCRETE & \Y000 MANSORY WALL A. B. C. D. E. M, N, 0, P, 0, MOUNTING F, K & L R, S, & V. FLOOR/CEILING MOUNT0, G H, I, II, T, U, V: & X & IA O MAJOLIUM SNORER SPAN 'L+' Oft 1= fOR iNSTALIApONS INTO aaOD SHALL BE UMREO TO 105 pfl. ASO. OFSIGI! PRESSURE RATING, Y W CORNER CEN}ERMATE gS MAY BE USED AT ALL MOUTHING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON IAANDAIORY CONDITION /2 NOTE d5, SHEET S. YY EXCIPT THAT MAXIMUM SHUTTER SPAN Y+° OR 'L-'NLD IAAXIMUM AS.O. (TEEING PRESSURE MONS FOR IHSIALUPOIIS INFO CONCRETE OR CONCRETE BLOCK SWJ.L BE LIMITED AS FGLLOLVS: I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64,-22 as.l. AND 6'-0' SPAN, SEE MOUNTING LI)ON SHEET ]. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" 1B0 - 6._6. - 6._6. - 5'-10• -- IBU 6'-6' ; T _9-- O H V BLADE \- is5 6'-5' 4''-6" 6'-5'-6' 140 6'-f [ •-s' 6'-6' S'-K tan �. .�• ✓i NSF:.,y C3017 "Stoo. IN^-. UECO-. L, 11P' ct %S TILLIT TESTING & ENGINEERING COMPANY A/j ,TER evs x.w, ]EtA. 11., s1f. :m,..'A uROD15, afP:W AS }�c--r��.�wt .. L�V\'ril wALIER A rM1L} Jr. P.E. T: RCv:DA L2, f U16T A.S.S.A, American Shutter Systems Association, Inc. 4268 Weslr . Drive West PRIM Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A OWN POSOVIE AS.O. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A OMEN WITATW A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOIIOM) OR FLOG ILING GIVEN A PoSIiNE &S.D. DESIGN PRESSURE PATINE, DETERMINE MAMMU4 SPA! l+' FROM SCHEDULE, GIVEN A NEGTW &S.D. OESIGN PRESSURE RATING. DETERMINE WI SPAN 'L-' FROM SCHEDULE. F1Re1 MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE I[ IN A'r Q11. DETERMINED SPAY SETNEEN l.+ AND 'L (3) PROCEDURE TO DETERMINE MAoUVM SPAN FOR COMBINATIONS IN BETYIEEN WALL MOUWINGS W/ FLOOR/COUNG M0VWYJGS: FOR A. OWN PI ASM. OMGN PRESSURE RATING" DETERMINE: 114- MAX. SPAN FOR WALL MOUNTING INS}ALIARONS. L2+• MM SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGME A.S.O. DESIGN PRESSURE RATING: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSrAWIDONS. U-- !APX. SPAN FOR FLOOR/CEILING MOUNTING INS'TALUTIONS. FINAL MAXMUM ALLOWABLE SPAN IS EQUAL 10 THE MINIMUM 80-WEN ll+, 11+. 1L1- AND 1]-' (4) GO TO ANCHOR SCHEDULE 16H FINAL NAXMWA AIOWABLE SPAN AND NEG}IVE &S.D. DESIGN PRESSURE RATING }0 DETERMINE MAXIMUM AgG'OR SPACING. CODE(Non High Velocity Hurricane Z1 02017 EASTERN METAL SUI INC. BERTHA HVTM Accordion Shutter Systei H.V. MAX ¢I W/ CR W/0 KV. WINDOW MAX v, x p[scRlvnan own Dwwx ev: uL¢Y. 1 CLD 15-005 T/D/I DATE: 02/27/11 DRAWING No 17-107 WALL HGOER MOUNONG 3' 0' OR US'. ANCHORS SPACING LEGEND M .4HNOL GHNOLOCYID-SET SP[ SEE ANCHOR CIFICATIONS ON SHEET 13 ]._O. 1♦ 1• I♦ lx ,2 12 Id 10 ID v p 9 e. ♦.5 J� � )5 -. - = - T4 I• I�- a to 1} ID Ij l0 o"' 9 9 a ° ° e—> ♦ B" ] - - - _ u 1� � Ix I} 1} 1D 10 Ip � 9 B e 0 8 n e_ J 0 n a ♦ -- ° -' - n I4 I♦ 1• T} '3 13 1} to 'o Ip °4y �s� !]_ 8 _s "— '_ - - - - - 1♦ 1} IE 1} 1♦ 12 4 x 12 _ Io Ip 10 as 95 _ B B 03 ) )3 _ B] d9 ) • ♦3 ) - _ _ - - _ _- - n e 0 e n _ ° 0 e 0 B ° — eB B 8 BS 8" B SBS ]3 °4 G.5 ) s5 9 6 9 ° ♦y ♦5 )q }5 ] - - e - _ ♦ - ' ♦c EE LIVITATION'S OF USE S'OR BLAOE'V UN $HEE) 19 H V BLADE OR 1 HV BLADE Br O. 1♦ i} ip B 3.5 3 - - 1♦ 13 10 9 B •.5 - If I♦ 1$ 4 ID 9 9 SS 5 - - I♦ ) Ip ) m 9 a ° e •5 - - - la u x 4 1 p ID ID 10 10 10 q 9 9 0- I4 ` 1• 12 I} 13 1p Ip .5 n9 5 ♦ - - II 0 13 1� x 10 9 B ]5 )s 3 _ - - I♦ 1� 14 I} 1} tx 8 8 9 B 0 8 )5 0 - - _ - 11 1♦ B} 11S Id �] 5 - �_ _ "' ] 9.5 3 t1.5 SS 0 )5 .49 B °] - - - d n 0 B 65 d ° B J,3 5 6 • B ] ] 83 6 - ] 1• 12 Ip n 4 - - ,♦ 1} 10 9 ) _ _ _ _ 10'-O" 14 I] 93 5 ].9 _ I• Ip 9 55 - 1♦ 12 - = _ - _ _ _ _ I _ _ - _ ♦ey ]n I4 14 '} I 1$ 55 9 3 ♦5 ].5_ ] _ _ _" li 14 1♦ _I} Ix 10 I} Ip 1} D 8 6 9 ].5 3 5 __ _ � .,._-_ I♦ I4 I4 14 Iz 13 2 I} IE 1 2 1} Ip 1p �0 Ip 10 10 10 10 _ 9 9_ _ _- B 8 _ - _ _ _ _ - a4 1♦S 3.° IJ5 1D Iz5 9.6 10 3 s _ _ _ _ _ _ I _ _ _ - 5 82 ID.% o5 B 13_ Ix.S 99 I♦ 18 ii.9 05 to ) s p 6 ) ♦ ),5 ]5 - 5 _ _ _ - - - _ B 0 85 ° B ] e 0 s p _B ° 0 9" 8 d fl J 8 9 S.5 55 0 "5 15 i.° ♦3 ss B ♦ AS 4 )3 ]5 _ > ] - ♦.5 l.5 - _ It o 1 I� 1♦ 13 IR Ix ] ♦ 0.5 _ _ _ _ _ - i♦ 14 Iz ID Ix IO 12 Ip � - - _ _ _ - _ _ 14 1♦ 1♦ I• ,$ 5.5 _ I f I} 1 ° 1} 5 _ 1 Ip _ _ - 1• I] 1♦ _ _ _ - - • 13 _ _ I I3 — -1♦ 13 - - 11.5 0.39J 6 - _ -'.. - �_ fl8 B B 0 y !.3 W/nHV WINDOW BLADE I. 13 _ I. .S e d 9.5 • 5 UNISON 1♦ 11.4 I♦ -' 1 - �� _—I1} - I3 - - _"_— — _ 1• 1• 1♦ 1} q po3 ♦ _ .._ _ 3 05 1• .-. _ � _ _ 8 8 J9 55 5 ].9 ] 1$' 0" u _ - - 'D I♦ .. _♦. ::.. ....... - _ "e 4'_ .... .sic' JVSF`.✓y )ILIA., we - - H.ORIDA BUILDING SA American $FIUtTBF $�r$tBIT1$ in9300L0}LOnIInc. 4266 Westroods D,iVE West Polm Beoch, FL 3340] CODE (Non High Velocity Hurricone Zone' B 201] EASTERN MET, SUPPLY, IMC, BER AccordionTASHhuttHer STJy— stemE KV. BLADE #t W/ ER W/O HV. WINDOW SUM * � U ; ITS l I4 'll - P.E. SEAYj4l6NATOR"E/DlSE TILIT TESTING 6 ENGINEERING COMPANY e]N X.w. ]!u. 5: St.. JOS, x°41 M WpC01S, RDPiG ]II6 Ppane ppe)9)1-1555 .. rav (30,A"-15]I m.a: u:..oeocl.coo [s-ppdn)m 1':¢i[P A. TW Jr. P.E. RoR:p, 04. y {41s' [y, X D[scalPlmX art p,Wxn pn LC. _I$-085 ] I)7I pAIE: 07/$7:17 2 '5 DRAWING No -/ 1 7 1 / — 1 O / SHEET 12 OF 20 a PoIIRD QIH.]iaE/gRIM1L 6lLCR ROM. M9OS)E PAN QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING (X) N RSa`I IIGIM pTRE59FE W14':L DX S0. pL. rGME HL9.H[_ IYIIIIG (pp 0. p_4aN_XFL1_IM__ Fq_651I9f WIPE b •0 e0 >Slyu 120 160 305 b ap 60 )5 901t30 16p }OS _ ]0 10 6p JS BO 130 160 pl 105 1• 13 Ip 9 0 _9 5 - 95 I• 13 10 8 p p 6 6 I• Ix 10 g B 0 fi 0 .i,_D• 11 13 10 B 6 6 1♦ I] 10 9� B B 6 6 1♦ I} 1019 B B 6 OR LE55 i• 1a ID a'" a e e fi ii t} 10 s e .e. 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ANCHORS i0 SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTNG POURED CONCRETE: (Nin. F, . ] Lei) ANCHORS P C F[<'-'�, - 1/4'0 TAMER OR TALON WILN ADVANCED MREADFGRM TECHNOLOGY ANCHORS, AS MANUFACTURED BY L". BUILOEX. (Min. Yc J 4:) - 1/Ab A PONIES $Ou0-SET ANCHORS, AS DJSTR16UTED BY ALL POINTS SCREW, BOLT k SPECIALTY CO.aPANY, rc - igof.P.N Op iAPCON LflT!S BLUE T P (Min. 3 hi) - 1/1'D BLUE R+ CONCRETE ANCHORS W/ bP AS BY FLORIDA FASTENERS DIRECT. INC. (Min, VX + 2 Ssi) - 1/4"" 1A PEN+ ANCHORS AS IAANDFAC nOVM'L iHREADFORIA tECHrtbLOLY POWERS FASTER 6Y POWERS PASIENERS, INC., AND DISIR16UID BY ALL POINTS GOMM, BOLT k SPECIALTY LICENSED COMPµY , µY DINETTE A^PflOVEp LICENSED OR AUTHORIZED vEN00R REGISTERED WITH ME AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. (Il:n r c e ]Rai) _Al_L POINT$ SOLID-SEJ BWC TAP W/ CAP MOTES: TAn R+ KIT MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAMON OR FAMISH 'YIN ADVANCED TNREADFORM TECHNOLOGY ANCHORS AND RAPPER. ANCHORS IS 13/4'. AND FOR BLUE TAP W/ CA ANCHORS IS 1 1/2-. • aEAuu;mn4NS 12) M49IVuM EMBEDMENT OF 1/1" A 3/1' ALL POINTS SOLID -SE ANCHORS SHALL BE )/B- INIo ME POURED (CMCREE. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED, III-IF-20 5s. MACHINE w PH _, 'Ifi 5J Lx yfOF 1ST SCREW USED SHALL 9E 1 1/2' LONO MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR W4LLG WITH NO $iIICCO, A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY 4ENEER BE FOUND ON NFLOOR. EXISTING WALL OR 00L, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAN STRUCTURE BEHIND CAD WML nNGFES. ANCHORAGE SHALL BE AS INDICATED CN NOTES A.I) d A2) ABp1•E, FOR INSTALLATIONS ON VIMt SONG OR HIPS MM OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. MR INSTALLATION INTO EIFS NTH METAL STUDS SEE SNECT 20, (8) TD EXISTING CONCRETE BLOCK: OXGTM C-90) - 1/1'o III OR TAPCON WIM ADVANCED THRC:OFOBM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.IP. DUILDEX. - I/4"0 A 5/4' ALL POINTS S.UO-SET µCROSS, AS OISTRIBUIEO BY POINTS ALL SCREW, BOLT k SPECIALTY C04PMIT. - 1/4-e BLUE TAP CONCRETE ANCHORS W/ CA AS MANUFACTURED BY FLORIDA FASIEIESS DIRECT, INC. ' - COMP1/4'0 TAOR A µCHORS AS MµUFACTURED BY POWERS FASTENERS, INC,. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT d SPECIALTY COMPANY OR µY OMER APPFOVEO LICENSED ON AUIF.ORRED VENDOR REGISTERED WITH THE WAERLCW SHUTTER SYSTEMS ASSOCRION, INC. NOTES: eL) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TALON, BLUE to W/ CA ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND ARGON WHIN ADVANCED THREPDPoFM TECHNOOGV ANCHORS IS I-. e2) MINIMUM EA16EDr.1ENT OF 1/4.0 A 3/4' N1 POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLMH. NO EMBEDMENT IN10 STUCCO SHALL BE PRINTED. 1/4' P-20 S.S. MACHINE SCREW USED SHALL BE 1 1/� LONG MINIMUM SHOULD STUCCO EXIST, AND MINIMUM MINIMUM FOR WALLS WITH NO STUCCO. M3) IN CASE THAT PRECAST STONEL, PRECAST CONCRETE PANELS, PAi OR ANY VENEER BE FOUND ON THE EXISTING WALL OR ROM, ANCHORS SHALL BE LONG ENOUGH TO REACH 111E MAN STRUCTURE BEHIND SAO WALL RWSHES. ANCHORAGE SHALL BE AS INDICTED ON N01E5 9.1) h OiS ABOVE, FDA- VrCI 1ATWNS ON NML SIDING OR EFS MTN OR WIHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EIM MN NERAL SNOB SEE SHEET 20, (C) ANCHORS SHALL BE INSTALLED FOLWARING ALL OF THE RECOMMENDATIONS AND SPEDFICATONS OF THE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR END, CKTAL, m 1 8V BLADE OR MHY BLADE W HV WINDOW BLADE WORKING IN UNISON EQM15iA�NL[ V[Rc GOING �HORc. MAXIMUM ANCHOR SPACINGS ARE VAPID FOR EDGE BINARIES INDICATED BELOW. FOR E.. D. LESS THIN THE INDICATED. REDUCE ANCHOR SPACING BY MVLTIGLHxG SPACING S'OXN d'J SMEWLE BY [OLl01nNG THE FACTORS,REDUCED $LACING DDTANEO USIP.D TAf.TOR ENALL llDi BF LESS TNN MINIMUM SiACIN6 INDICATED FEN. EACH M'LFCR M1P, ACTUAL FACTOR EDGE DICTgNCE igPCON TAPCON WnH ADVANCED THREADFORIA TECHNOWGY ALL POINT SOLID SET BLUE TM W / GaP TAPPER + MIN. sPACIND ] J/i• q' E.D. [KIN. $PACIIIG 3' MIH. $PACING m 3• MIN. $PINING •• 3 I/2' MIN. SPACING J' POURED EDNLREIE d CONCRETE CLDEF IT,11}y axYHR pyq`E1E RTC( POURED <ONCFCI[ d PO'JREU CONLPEIE d CONCREC BLOCK rAA-kD EEWaR EPOiIC HW( larf. E¢.J' 1yt C0.•] I (]' /3'NN C0..21 MF, E0..31 AMR [D a]'EH MN EO.•]I/2'MH CO.•21/2• r 1.D oso l.D oae Q'- s> U3011 TLIECp• LNG. I TECO TILLIT TESTING § ENGINEERING COMPANY sass I... Ja, m a. •Pam .I. ryHWOKA',KF. m : ,1 In, ne : (305JST-1530 pI., POS)9JI-I531 ,r IL :nnw. ann cneL.n:. fR-ODOfi)19 ,All M1ORIDA Ue, p Ina> A.S.S,A, American Shutter Systems Association, Inc. 4268 Westroads Dr;,C WpGI Palm G.Cch, FL. 33407 201) EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. R/AE #1 W/ OR W/O H.V. N NDOMV MADE JG NO -107 rep11.O♦ = 119 lIp' POORm fDNCRETE _ _ _ �POURm CONCRETE CONCRETE ELOCK WyAIµOK I W&K Q o- 1 IBplpl QJ RAMGUMO MOUNTING WALL/BOOR MOUNTING ©WµL/WALK OVER MOUNTING IN 5➢. _._MOUNIIN [6q OLn.•IBS PA9➢9Z MRW IPl l5A LQ^al nEG1At 1S}93S MINO (p]I ATD.GSY}: u)fA1RL SAFJfd MIkW ()• y90 q}yN RGlaf fiQi9q MiryO (q JO W 60 >] PO Ix0 I60 205 ]0 ♦0 )5 BO 120 I60 x0! ]0 ♦0 60 ]5 00 110 le0 105 NI •0 60 )3 BO 110 I60 ]W 3-0° ♦ Ix 10 0 _8 8 6 6 f] f3 I3 12 I% IS 8.3 0.3_ J ) ] % ) ) ) 5.5 5 ] 5 ! 5 5 5 5 1♦ 12 10 B B B � _6 8 I] 13 Ix I2 13 1} 0.5 ) ) ) i ) ] ) )_ ) 3 3 5 5. 5 S 5 R Li$$ 1♦ I1 10 0 B e e a Ix 1] 1} 13 10.5 B B 1.3 ] i ]_ ) ) ] ) gy �5 � S 3 5 5 5 5 5 iz 10 9 B B b 6 1) 13 I3 Ix_ 1,3 BS 0.5 5 ] ] ) ) ] !.] ♦ ! 5 5 A.-D. _] 5 S ! 5 1• In 10 9 0 B b p 13 Iz I] 9.5 B p •.S 15 ]))) J J g3 y 3 y 3 5 1♦ 13 10 0 B B B 6 1} I} Ix 1} 10 ).5 S.5 ♦ ) ) ) J ) 3.5 3 3 5 S 3 1• Ix 10 n p 0 0 8 1] 13 13 1 B ] 5 ♦ ) ) ) ) ] 3 3 S 3 5 3 5.-G. 1♦ IS 10 B p 0 e 6 Ix Ix 13 12 10 )S SS ♦ ) ) ) ] ) 55 j • ) ! ) 5 ] 5 5 S ! • J I• 1] 10 9 B 9 6 e 13 1} 95 ).5 8 ♦.s J.] -] ) 5 S f 5 5 S 5 5 1• 1♦ Iz I2 10 10 9 B 0 p B p 6 0 6 6 1} 1S 1] 1] Ix 13 9.5 9 p )S 5.5 •,3 ♦ - ] ) ] J ] ] ) ] ) ] ] ) J > ♦3 y ].s JS 35 ♦ - 5 5 3 3 5 5 S S 5 5 3] 5 5 3 5 6•-6. 1• I$ 10 0 B B p a 12 12 I] 10 8 6 •3 J.5 ) ] ) ) ) ) ) S 5 5 •3 15 1♦ 11 10 0 B b e a Ix 13 p 6 3♦ J-) J]>) ] S 5 f 5 3 3 ] 3 ♦ 1♦ fx 13 1B 10 n e 9 a e 0 a B e 6 12 1} 1] 1] IB 10 e p w e.4 s 5 )s J.5 - - ] ] ) J > 5.5 a ♦- a3 _ 5 5 s a y 5 5 3 3]• s "s ♦a 3 - )._a. 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ILLEEC0IN. TILLIT TESTING & ENGINEERING COMPANY p n35 xw. Is. sl. e., taa n3uan c xom4 noYo. v 115 Pnono : (305071-I530 . Fox : (305)871-I531 - TO8 ]11 TeE -005)10,0511clanm wµa. P.E. L I VI I' TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLI, -SET BLUE TAP TAPPER+ * SEE ANc4OR SPE0IFICAR,NS 011 SHEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.O DESIGN PRESSURE RATING & FOR SPANS PEP, SCHEDULE X3, SHEET 11 HY BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 426E Westroade Drive West Palm Beach, FL 33407 ws J Ei .. METAL -Lm'., INC. BERTHA HVT1, Accordion Shutter Systel HV, BLADE #1 W/ OR W/O KV. WN0CWl 9.ADE o11D.100u =17-107 oLD Is-oes MAXIMUM A.S.D. DESIGN PRES R ATIN ! f 1 AND ORR PONDIN A IA AN I OR PA IN Oa.) SCh D FOR A GNEN_MA%. SHUTTER SPAN. N ATNF A. .D D SIr.N pR R SATIN AND A LUKKtbHUNDING MOUNTING TYPE (SE YGIIN!IN45 01, SIBEJS 16 & t)). aE�3U BST RATE SOUTHERN PINE No. 1 W/ MIN. GONOS5. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 90V M N PINE No. SPRUCE PINE SPRUCE PINE 1/R' MIN. CO% x w MIN. c=0.55, FIR NORTH FIR SOUTH OOUGVS FIR W/ MIN. G=0.50 V!/ MIN. G=0.43 W/ MIN. C=0.36 pLrilOOD ulNu� 0.50 W/ W/ MIN. G=0.93 W MIN. G=0.}6 WALL MOUNTNGS CEILING MOUNT TMOUNT M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS CEIUNO UUNTIN T WALL MOUNTINGS CEILING MOUNT T IA, N, 0 & R FLOOR A10UNTINCS M, N, 0 & R FLOOR MOUNTINGS WALL MOUMMGS D.O. wALL MOUNTINGS 8.0. wALt MOUn➢NOS B.O. 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SEk/3tGtaAillRE/DATE IL� iIWT TESTING k ENGINEERING COMPANY WA NW. )em. s. Gu.:cs. WrtrO,, wno5ls...... Alt Prone : Po-.4. VG . Fa.: (Jos)fin-um -m 4. Nuttm�l.cem W.L,Ea : °AIH .1. PE+ R.PI Lit. 2 II162 A �+ Q AA Ili■.S■&A, Amprlcan Shutter Systems Ass268 clatic Wes(roc( Inc. 4268 Weslroatls Drive Wee! PGIPN Beach, FL 33407 BERTHA H TM Accordion #1 W/On 10KV.ShutWr System RACE HV. EIAOE //1 W/ OR W/0 HV. N7., Ev. x p6scemuoN w,E m a L c. 1 OLO 1s-Og9 )/P/I Ow: wTE: p>/P/1) 2 DRAWING No 17-107 1 SHISH s OF 20 ( "MI nHSN ^• " r vn rT.pin\ L.MIIVIYJ INIV WV BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING i�?cDHAwI°i:aoYANcep A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B THREADFORM TECHNOLOGY I/t¢ IMCDN OR W/ I I/P rlm. PENETRATOIN I IAPCON WTH ADVANCED MRFipFORAI TECHNOLOGY F j - Oi MRGWOO MEA i0 - I r Y/ I I/]' Alin. PENETRATION or MRELDED ARCA TO EXISTING (SUE SC RULE HfAOfR. 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PENSRAG04 O THREADED ARC4 IIRO PLYMIOD (SEE SCHEDULE ON SNCA IS) 1 N\ N 1/Y N N. IAPCON N9M cDVM'CEp INRGOFOpu iECXNCI-0LY I SEE 91ED < !CR lY{'ICs! EXISTING Y.4Y ] aa' 1 COFj PL:INOD REO'D. •Y/ 1/2- Pnv PEJIETHR➢ON U` O EP ASEEU.LY. ]-NOVMI:H^ UN. COX PLn1000 REOD. STUDS q I6' O.C. M.'.X.� WALL FINISH1 GF 1HR1:/DED AREA INTO PLn10[IO FFC]I.. CAP LE COHEINfD IN Nry YIAY TO iUS O 16' OC. NNA. NEO'D. fl000. PLYWOOD b pE AMCHED TO STUDS IN ;SEE SCHCWLE ON 5HM IS ) S IF AAY INSTALLATION. ED i0 MUDS IN ACCORDANCE ME ESC ACCORMICE THIN SECTION ]b0 Of ME ©HV WALLSILL INSTALLATION11 4STALLATION ♦SEC Yu REIS OF U<E OF slAtt a"�qY sHfET (? 0 II : I IH O TAPCON OR i'`AP'1CON :\11H .tpVANGEp -MREFpFORM TECHNOLOGY M/ I Ijy ' Un FEL[TRAiION C! THRGDCO MFA TO j � FXISII!JG WODO HEAOEIt. �� (SEC SCIIEOJIE ON 51{ELT IS) z',e• eD1rt. sRL P,ATF RCD'D. NSINE I/. 20 Y.Vi6 I/•'t TAPCON OR TpPCDN avRH ADV 4CED A WNT PuiC ID I O THG FOSM TECHNOLOGY VI/ 1 I/]- '^ T@aTlox C£ THREADED ARE, To \ EXTS . 'x O HEADER. (SEE SCHEDULE ON SNER 'S) Y:AL FIN SH & HV WALL SILL INSTAt I ATION ✓ ""'ll' "" \LLr{Is,*..`"` C •�J�,�/ a �1c,rrsF • - j �� Y 7D • A G r•f OS01] DLRC4 IN0. IL EC O EFL.. TILLIi TESTING A ENGINEERING COMPANY IUX6 xw. ;er. s,, Y.. ma Nl.. GAmas. now, m1e Pnen.:(sos)6]I-mm _ CONT"u.Eow W%11EN eA TWl1- P.E. PLUM lit. E 94167 ILUNIUA BUIWING ` AI.SI.S.A■ American ShuMeE $Y318T3 Association. Inc. 4268 Wersirgetl3 Drive VM,St Pelm 9OpCh. FL 33407 WUE(Hon Pogh Velocity Hurricane Zone UT tOII EASTERN LIETAL SUPPLY, INC. BERTHA H TM Accordion Shutter System H.V. MADE Al W/ OR W/0 ETV. WPDCAN BADE Ly, x DfsCRIPTOx OML DRAwn e4 Lc r o'.n 1°- •• Day ]/t]/1) O P +`• - f n- ..... RIO /•- �SV`O •1•••[• •6�F�0 V 5. j� / P.E.--SE I iVTi41 URA DATE s s DRAWING No -r -F 1 / — 10 r s SHEET 16 OF 20 6 L FWISN 14'0IU`N OR v,AGO. WON MVpNCEO THRCADFORM TECHNOLOGY W/ 1 1/2• Yin PENETRATION OF THRIMIEO AREA 10 C.G.6 %VW HV➢ER. (SEE SCNEBULE OM SHEET 15) LII JD--RREO.. 'D wNG355 (SFE SCHEDULE NN T _VSn _) _ (C�)HV n, WALL HEADER INSTALLATION u SCE SNLtI } F. WART SNMCER 'MAIR,IF I-R. NO SEGTIOkS A $ M K ' i0 SUIT .IN P6NWNNa r� u MITI, SENARFTION 10 AT-All--($Ef SCHEOULF. ON SHEET II)--'-- 1.� CUSS GUSS-_l I 1 II4L— nuisx/ II_JI _ ff 19I N t� �4' I/.b OR FAU Lln PHIWiS iRp 2 x<' CO II SILL PUi 1 \ N WIN TAOCON WIIA ADVANCED 11ACXIhE SCn LACHI E tEPE.U.1"Y W 20 REO'0. \ TVTHA I I/3 IA'n PrTET14I01! O 12 OC' OF T.1/2'' _ OF 1NRF}WOO AREA E EY6EWG "DOER. El (SEE SCHEDULE UN SHER IS) �♦ SEE HV WALL SILL INSTALLATION I FH'. 'n'OOD BEN.! REQUIRED /% L' S.5 STRUCTURAL 40EOUACY IS OF EWSBNG GROW MAN YS TO BE CERTIFIED BY \\ HtRS REGISTERED ENGINEER OR ARCWTECT GROR TO ' EO— SHURER ARSN'L. ., . I/.•A TANCON OR TAPCON WITH AfWM'CED .257. THREADEORM TECHNOLOGY ucc U/ 1 1/2' u1.. ATMETMnoN y - OF THREADED MR TO EO�f.EO-. ExMNG WOOD HEA R. I, (SE£ SCHEDULE ON SHEET 15) -O I JII EXISTING GLASS— To axi Q¢ -I 1fN Haim - /� MISTING GLASS\ _j 6ax. 2'16' MIN. WOWO -'-'-� DECK REQUIRED (HO C 'WISH fLtO'NEO) !':�: 1/4'0 TMCON CA TAPCON WITH AOVANMo THREA n:HA. _: L TECHNOLOGY W/ 1 1/2' IAm. PCHaRATIN OF RIRE W, MEA TO EXSIING W000 OOCR. (SEE SCHEDULE ON SHED 15) .js FOR CW,11V FLOOR INSTALLATION ...17 IARCO. A.A. 'LlSF`f9? I Y�% TILLIT TESTING A ENGINEERING COMPANY ,Q nn x.w. pem. al. M..'A' "A""' G`R`A"` HOPE"'M RI'm: VDv)E_mxT1-15". Fc.: (Jas)en _1vI 'NG I—. WMAR.M...Xom00 ER_0W;% WMTCR 6 "U., 11 p.E. ULTURE/OATS FIG. LP_ t .R.61 91...TH• ' rE S.M.S. - 4 or 1© or 1© I } 1J CP04 HOLE Ai FAOi� SUE To ACCEPT Y 5/16'. LAG SCRf1I AT CENTER Or TVRE. B EXISTING � 'o a/ GO GUSS— OOR 1�� ISoa.,=al�9�crio fry 9q H n:9 n PORT/ HE% WASHER JI TEK SCREWS O 12• o.c AFFIRMS- E ♦_BLADES AS APPLICABLE ME M ONLY T 19 FOR MAX IN UNISON ....��. .._ ...�. EDGE (1F APiuCARLE) DISDNC WOOD —� TRUSSES OR f�. 1/2- GUARD O IN 1%-- O.C. 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(E) rEIYEFRUA SHALL ALWAYS SE INSoLMD W,ACEN] TO A SOLID ,N BUCEiIJAi nINEp SIDE OF MDA. (F) POLY WRSONAFE M, WINDOW SN41 BE IN514L£0 SO ]MST iM5 PACE ME INTEND. OF ME OPOIOD G IMI'TEU. NM wMOOW I§ MUST BE ONLY NSTAl1ID MO LOCKED USING A IN SETTING TOOL PROM[. BY A9FA INC. G. SEE ANCHOR s %vNG SCHEWIE FOR FNSM 1 IONS INTO WOOD TRµE ONLWNGS ON SHEET 15. AS LIMITED BY SPAN MO DI LOAD (SEE NOTES I C2 MOc). ]. SEE ANCHOR SPACING SCHEDULE FOR INSTA BONS INTO PMRED CONCRETE OR CONCRETE BLOCK W/ ON SHEETS 12 A IJ AS UMOEO ITT SPAN MO m44N LOM (SIDE N016 1 A 2 ADDVE). B. I.Y.WMUM SEAWTON TO GLl4 SCHEDULE PER ARIM E-1996: WND ZONE NINIMUN SEPARATON 10 LI A55 I MflV 3 a 615• _ J /; ALTERNAT aPPO IN E RMAT 1 W/ js(EXTERIOR ONLY) \ \ \ IN ce I/ ; / / / / / /^ftJ ANn W/:bl ($`•1`NOTE l A9nVF1 S,W(TKCAL CEN1EPW1E5U\1R /�� �- /// IL fj+13 \` 'M/Iz{LRE NonanssaJivti ! ) W/0r 5.. 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WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO CLASS 1 THRU 3 4 4• I I �OlEN4M i 1•F 43 1/4"0-20%3" BOLT MUST PENETRATE F 1373• 15D._i r ._.D50• `1/4"0-20 THREADS 43 T /4"0 ELrp CONSTRUCTION PRODUCTS EAB K HD COMPONENTS NO NCSN AS c PLI a LE SCELC 3/8-- V TOP h e 70.) 7 — "j _0.035 MIG, 41n. MIN. SEPININ VAF F11 TO GVSS 2' (SEE SCHEDULE) M- 1/2.1AX. cUGK PRerz mrzco, vx. } '�c o A.S.S.A. t •� '. TILLIT TESTING A ENGINEERING COMPANY American Sh MNer Syeleme 7vl,o..: e3v u.w.:es. D. n.. N%... G..o , nn o. u,e Assoctatlon, Inc. 7�$ (305)Gl,-u>6. Ec.: pas)sn-a5, 4268 Westroods Drive �� -mm: nna.eeoLe.m e- We7,G West Polm Beach, FL 33407 '/nniC nwr ,, r.E. ftOalOA ,ic. 1 „16) 1® T NV t2) 42 -- LOCAi D AT 2 HEAOEfl/51 ENDS VIEW Y SIDE CONNECTION TO TRACK CODE (Non Pooh Velocity Hurncone 02017 EASTET4V METAL WPPLY, INC. OR W/O H.V. AWING No 17-10