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HomeMy WebLinkAboutSET UP-INSTALLATIONSFILE COPY GENERAL NOTES: 1. BFR A H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EWLUATON DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR CONFLUWCE IN ACCORDANCE WIM THE 201E (611 EOWON) OF ME FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTILLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND CODS SWLL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WND SPEED REQUIRED BY ME JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DRECTONALRY FACTOR Kd=0.85, USING ASCE 7-10 AND SHULL NOT OtC ME MAKIMUM (AS.D.) DESIGN PRESSURE RAMOS INDICTED ON SHEETS II THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIIMTE LESIGN WINO LEADS DETERMINED PER ASGE 7-10 SIWI. BE FIST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THIRD 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND NICHORB ON THIS P.E.M. M TIME. WERE NOT OVER STRESSED, A M S INCREASE IN ILLOWABLE Mass FOR WIND LOANS WAS BQj USED IN THEIR ANALYSIS. HOMPiER. A WIND DURATION FACTOR CD=1.W WAS USED FOR VSRInCM0N OF FASTENERS W WOOD. BERTHA ILV. ACCORDION SHUTTER SSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOPD HAS BEEN VERIFIED W ACCORDANCE WITH SECTION GOSA.2 OF ME ABOVE MENTIONED CODE AS PER AM REPORTS: -W BLADE 0 10214.01-03, 10715.01-W. /10".01-05. 11214.01-05. /0317.02-08, 10609.01-10 AND /0210.01-I1 AS PER TM-201, TAS-202 AND TAS-203 PROT0001.5 AND ASIN E-188G VINO E-1996 STMOASDS (MI LEVEL D, WINO ZONES 1. 2 & 3) & #1220.01-10 AS PER TA9 201. 20 k 20 PROTOCOLS LARGE MISSILE. -Cry WINDOW BLADE m /0505.01-08 AS PER ASTM E-WSS HALO E-1998 (MISSILE LEVEL 0, RIND ZONES 1, 2, 3) WIC PROTECTION ONLY PAID / 072s.oi-ea AS PLR VAS 202 PROTOCOL 2. HV BLADE 0 AND W WHOM BLADE Q ME ENGINEERED TO WORN IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITMONS AND CONDITIONS OF USE RNICATEO ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE /14x275• AND 114xl.75• RESPECiWELY. 410-HT MINIMUM SERIES STANLESS STEEL SCRFNS NON 135.0 WI WELD STRENGTH AND 180 Ica TENSILE STRENGTH. PINS SHALL BE COATED WHIN BERTHA WDACROSHIELO COATING SYSTEM AS MSWUFACNREO BY MPROVED COATING APPLICATORS, REGISTERED WITH AMERIGAN SHU YNt SYSTEMS 0. DOCNTON. PIS MUST BEAR THE MI MMKONC ON THER HAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCVW)N ALLOY AND TENTER AS WdGTEO ON SHEER 2 MD 3. MINIMUM YILLD STRENGTH FOR E063-T6 ALLOT IS 30.0 LFI AND 33.7 W FOR 601 ALLOY. 5. ILL SCREWS TO BE STANLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED MOM STETS AS PER DIN 50018 WITH 50 WI MIN. YIELD STRENGTH AND 90 W1 MW. TENSILE SWENCM. AND SIUdl COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. POLO TO SE ASM A-307 GALVMIZM STEEL. OR AST 304 OR 316 SERIES STAWIFSS STEEL WIM 35 Fvi MINIMUM YEW STRENGTH. T. SEE THE FOLLOWING SHEER FOR ANCHOR SPEOFICAAOMS: W BLADE (D : 12.13.14.15 AND 20 W BLADE O & O WORKING W UNISON: 12. 13 & 13 S. THIS BERBN N.V. ACCORDION SHUTTER SYSTEM GEMS A U.S. PATER I6-779,582. COMPONENTS OF THIS MPRMAL ME CWEREO. IN WHOLE OR IN PART BY U.S. PATENT /5456,I79 ISSUED TO EASTERN METAL SUPPLY, M. 9. IT SMALL BE THE RESPONSIOLITY OF ME CONTACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUDIER IS TO BE ARACHED TO INSURE PROPER AR HOPAGE. CONTIUCTOR TO SEAL/CAULK NL SHUTIER COMPONENT EWES MI REMAIN. THRU FASTENING IN CONTINUOUS COWACT MH ME BUILDING M PREVENT MND/RAN INTRUSION. 10. ENCH UNIT MUST WAR PERMANENT IABEL IN A YS'BLE PLACE WM MAHINO NOTE: DURING PERIODS OF HURRICANE RMNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL WV MO ND CENTERMATES AND ENGAGE OR LOCK AL. NV MO HID LOCKS. 11. SHUTTER MMUfACMREWS IPBEL SHALL BE LOCATED ON A READILY WSIBIE LOCKTION AT ACCORDION SHUTTER IN ACCORDACE MIN SECTON 1709.9.3 OF FLORIDA BUILDING CODE ONE IASEL SHALL BE PLACED FOR EVERY OPENING. LMEUNG TO COMPLY WITH SCOTCH 1709.9.2 OF ME FLORIDA BUNTING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SSTEM'S INSTAl1ATICN 991.1- COMPLY WITH SPECS INDICATED IN THIS [WANING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY ME JURSOCTION WHERE PERMIT IS MOLTED TO. IS. (a) THIS P.E.G. PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I... WHERE WE SITE CONDITIONS DENAIE WON ME P.ED. (E) CO MUKTOR TO BE RESPONSIBLE FOR THE SELECTOR. PURCHASE MD INSTALLATION INCLUDING UFE BYEIY OF THIS PRODUCT. BASED ON THIS P.E.D. PRIMIDEO HE/SHE DOS NOT OOMTE FROM ME CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS WE CONTRACTOR'S RESPONSIBILITY (C) THIS P.E.D. WILL BE CONSIDERED INVAID IF A.TERED BY AR MEANS. (d) SITE SPECIFIC PROJECTS SIW.L BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCHNECT WINCH MILL BECOME ME ENGINEER OF RECORD (E.D.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENGNEER SHALLL SUBMIT TO THS MATTER ME SIIE SPECIFIC DRAWINGS FOR RDAEW. (a) ORIGINAL P.E.D. SHALL REM ME DATE AND ORCM SEAL AND SIGNATURE OF THE PROTES ,ICNAL ENGINEER O RECORD WAY PREPARED IT, I ' i GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY M-44 SHEET 4 TYPICAL WINDOW BUDS & WINDOW DETAIL AREA 21 HV BLADE M AND NV WINDOW ULADE dal MERE APPLICABIc1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLAMW DEEMS G-M, CONCRETE/BLOCK SHEET ) CENTERWTTE DETAILS FN SHEET 8 CENTERMATE ALTERNATING DETAAS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 NJUMMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 WSTALLITION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 31 HIV WINDOW RI AD R SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA A, W WINDOW BLADED ON SHEET 19 V WSTA ATUDN DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA r SCANNED BY St. Lucie County 1P Pv\�• ,......,�V✓ �/ `vCENSFN..9 cam?, p J. p T 7 �jTnyW/I/Y """` "� ,1 ` C20O TLtECO, WC. IL ECO TILLIT TESTING & ENGINEERING COMPANY Ws! nw. »in M., M1. ]R%MRanu a.AoOR, REAM .15 P a : (]OS)8>1-15 O . Fm : (W)8)I-I5]1 a-mNe lRlecoaaM<om WATER A WL T J,. P.E. Mo. tt 1 <os) A S SA American Shutter Systems A990CIOttOn1 Inc. 4266 Weslr00ds DFiVe West Palm Beach, FL 33407 "Mall...N Nff,& SUPPLY, INC. BERTHA NVTM Accordion Shutter System RV. BADE ({I W/ OR W/0 RV. WINDOW Y. DaW RIPN,N am LA oR WN BeL 1 OLD 15-005 >/2)/1 DAm O)/2)/1J •• ., R -ss/ONAI E HL11H n e •"tr.,.. m,nu Yi„nr /vm 3 3 DRAWING No 7 OI e.el R �f)HV SOLID BLADE COVERED UNDER US PATENT If 5458179 1� HV WINDOW RLAD LIMITATIONS OF USE OF BLADE N S L 6063-T6 ALLOY AND T ER O• 11 P1: :1� f yMN XMNYMttI �• 1r6j SIDE ANGLES O ALIFIED FOfl USE W/ HV BLADE n 6063-T6 ALLOY AND TEMPER 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADED 6005-TS ALLOY AND TEMPER / 19 O HV ADJ. ADAPTER qIp QUALIFIED FOR USE W/ NV BLADEAN 6063-T6 ALLOY AND TEMPER - ALUMINUM ANGLES QUALIFIED FO$ USE W/ NV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER \ 6063-T6 LLO 1tT6�rEB 4 g S 8 092' 4.1 (8)HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE Q 5063-T6 ALLOY AND TEMPER 1 3. 091• � 8]0 I JS29 I'\ C HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADED SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER LOMPCNENT A B TI T2 Q 2" 5' MJJLi t/6" I I/9' (F,8 2' s' NLX.10.192 � 0.192' 5� 2" 5' .. i 0.'.. 0,.1. Ei mot] TRTLw, INF Pz 1LTTCOIHa. * TILUT TESTING & ENGINEERING COMPANY !)A NO. MP. $1.... Ul. YI.... . 3) P .: U.M87I-1130 . Po.: OASIBT-6L MLTER A TMUT J.. P.E. RMOA lie. ! 11167 ) FOR USE E0 ALLOY ANDA 2.6] ' 991 612 g J szD — G HV TREN_ GH TRACy QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER VARIES 11936' _ .12 ' 3 i ]0 14 HD WAL HEADER/SILL QUALIFIED FOR USE BLADE I ONLY. 6063-T6 ALLOY AND TEMPER X Y 1 yl 2" 1' 0.125' 3' J' 0.090" 120� CORNER POSTS QUALIFIED FOR USE W/ NV BLADE (1 6063-T6 ALLOY AND TEMPER A.&S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FI. 33407 02017 EASTERN MEIN, SUPPLY, INC. B RT A TM Accordion Shutter Systl HV. MADE $1 W/ OR W/0 HV. WINDOW 9AD V. KSC@PIMN CAN DMYM BY: Lc I CLO Is-O85 ]/1 M¢: 07/2], 2 DRAWING NO 17-1D 1 toss• e 21 OUAUFIED FOR USE W/ HV BLA ID, :ONLY 606]-To ALL AND MPER L •L = FIMV '1 {EOM f1FAlpN © LOCKER FOR "T" LOCK C NTCRUATc QUALIFIED FOR USE W/ HV BIAOE(:I)ONLY 6063-T6 ALLOY AND TEMPER 19 On6Ji �a 3 OUA}1 D FOR USE W/ HV BLRDE 1 A G fi0fi]-i8 pLIOY AND TENDER VMIES I]• XIX. _ ILEILL MUYBSLREWS (SFS aE1Al5 � ' 415' ® LOCKING RODS QUALIFIED FOR USE W/ HV RUDE v !� 6063-T6 ALLOY AND TEMPER U5IINSTALLATION WILL REQUIRE A B/1 • OIF QUALIFIED OR6 Up EOW HV 61-ADDER I ONLY 9 HV CORNER CENT R6 O ALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 1. T' n I 1161 of yI1 �. .OW .062• 4 10E C, QUALIFIED FOR USE W/ HV BU1 & 6063-TB ALLOY AND TEMPER 1.1 I I " JD1 HV 3/8"0-16 ACEfAL T4TEC0, NC. I I L I OINC�c TILUT TESTING A ENGINEERING COMPANY • r 61b X.N. MU. Pl. 51> ]q5, yYywN CNpNS, rtpLLN ]] 3,r Pnone : I]a])BT-IS]a . fa.: (YJSJW I-IBJI EL moa: 6n..waasm, IL[ "TO, A�RVT y. P.E. e+e RMWA Uc. 1 44167 HV BLAO} D S/N'- nA a'T xuW am Pxxeo it 4 "1 n�s) (�aaouE QUALIFIED FOR W/ HV SLADEQ A Qy ONLY. -4A . w ® CI "TLO " CK E US W/HV HV BLADE FOR DEC'ONLY. muss Lnemrn (amau[ OAtmJ -1 li0 " is, dR � ' PEW �- - r .360• Aim, Rp 0-20 x 3/4" BEFORE RIVETING THHMRsS,Ccp W 1/4"ID-20RIVNUT+ i EERCS Pu. Am(.4_0 AMOV) IIAEE RAKaE seN 6X[Er xuTSURT. P. / We. AS WHLiACNREa BY ADO,fHFRM [p M, P.PPENy. NE".IWBEY a,, as FI ® HV ALUIRNATIVE LOCK QUALIFIED F0 USE W/ HV SME I ONLY. .Ss I d ss- 1 iln O0a 0 go _ i `MONB%RN GYIdIDm OR c rn DER U.8>S w. 1M(� 6NgN rnwo¢R aR xn tsT Ma rnInDER tTe ua.. V REGENT HARDWARE •.MORTISE LOCK LOCKS SERIES QUALIFIED FOR USE W/ HV BUD A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 3340, HOOK BOLT LOCK. L CAI City Hurrican TAL SUPPLY. INC. NV. RARE #1 W/ OR W/O HV. WIUOWIRADE [Y. xe D[zcgRlpX 6.[[�DRJA mLOLD 16-MS T/2T/1, 0T D/1T WING No7—ia7 10 h FULL I_ I_ m ©• 7 "-gw(D-C7)- C,•@w®•'l3- 'NJ" •® TYPICAL (-1) HV BLADE SHUTTER ELEVATION N.T.S. +NOTES ON HV LOCKS AND GENTERMATES u x s ) YYYHHH "'YY4K333� A� {P ® „V` "L3'•'lYl"® U MANDATORY GONdroH 01, ONE ITV LOCK ® or 0 SMALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPµ OR 12' ABOVE ORB OW 2 OF SHUTTER SPµ FOR SPANS UP TO 105', µp FOR INSTAL TONS T Y ELEVATDN. HV LOCK d MAY BE USED AS µ INSIDE OR OUTSIDE LOCK, ATEACHEO TO � OR s CE ICAL SHUTTER W/(2) 1ATION, x 1/2• "I FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAnoN. 2 = L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TIVO W r, LOGICS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CEN EPMATI OR �2 SHNU BE AS INVOKED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. 3. Ell �y C �2 R IISFII WmYO N.V. LOFKc4 LOOKING BOOS µE NOT REOUMEO AT URRMANE POSMON. BM IMY fYw 0 BE USED IF DESIRED TO -ENHANCE SHUTTER PERFO LANCE LOCKNG RODS OR µ ALTEPNAINE DEVICE MAY ALSO BE USED A7 STACKING POSITION (NON HURRICANE POSITION). 4. LLMESRORY OCHORNOW I ONE HV LOCK ® 0 STVLL BE USED AT CORNER CENTERMATES FOR AN, SPµ AND WSTAUKTONS AT ANY ELEVATION. HV LOCI( or ® SHALL BE USED AS A4 OUTSIDE OR INSIDE LOCK, ATTACHED TO 03 CORNER CENTFRMATE W/(2) 1/4 Ill x 1/2- LONG FW HFM S5. N,. TWO LOCKMG RODS AT TOP a BOTTON SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TIPNAL SHUTTER ELEVATION. Pr MAIOMIM SHUTTER SPµ SHALL BE DEIEPMWED AS PER SCHEDULES SHOWN ON SHEET 12. A 5. @ •ONE ALTERNATE HV LOCK MAY BE USEI�IN UEU OF HV LkilOCK or FOR N!Y' BPµ µ0 5 i? INST IATONS AT AM ELEVATION. ALTERNATE LOON rF§ NAY BE VBED ASµ NSI OR OUTSIDE LOCK. AIrACHNEM 5 OF 1/I'0-20x3/4• S5. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4- ALW. RNNM AS SHOWN ON SECTION INE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPµ OR TWO C_ LOCKS AT 1/3 OF SHIjOTER SPµ. //,,�� 8. MANDATORY CalO #3 FOR KEYSTONE`^_a10yD ONE IN LOCK 0 or & or ® SIWL BE USED AT 1/2 Of SHUTTER SPµ FOR ANY I OR 12' ABOVE OR BELOW 1/2 BE SHUTTER Sol FOR VMS UP TO BB'. AND FOR INSTA LATONS AT ANY EIEVATON. 11V LOCK @ or 0 r ® MAY BE USED AS AN INSIDE OR OMSOE LOCK, ATTACHED TO a or 0 SYMMETRICAL CMTERLATES W/ (2) 1/4'-20 x 1/2' TANG MT HEAD SS. MS. LOCATION OF LOCK SHALL BE AB INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR D TOP AND BOTTOM IS COMPLETELY M4NOATOW.. OF CORNER •NOTES ON HV "T" 1 0 Mc AND rcurcauercc. CENTERMATE 1. ONE ALTERNATE HV T LOCK MAY BE INV LED IN UEU OF HV LOCKS OR FOR AM SPAN µD TAULVION AT ANY ELEVATION. ALT ATE LOCK ,SAY BE USED AS AN INSIDE OR OU TOE LOCH. ATTACHMENT OF LOCH ®INCLUtIE$ USING flEWFORCMC LOCNEEy W. AS SHOWN ON SECl10N HNL, SHEEP 9, WTICH MUSE BE CONNECTED TO CENIERMATES ®µ0 0 W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED IOLT W/ 7/8.0 x 3/32- 'MNGNUT OR W/ 1/4'0-20xl' S.S.N.S. IMO A 1/1'0x 51 RNNUT. OCK MAY BE INSTNIEO AT MIDSPµ Oq 12- MA%IMU4 ABOVE µ0 BELOW MIDSPµ. USE OF Twn rcxlxf. amc rnn .u.. e,...... *NOTES 1 : ONE ALTERNATE HD LOCII II IiE USED IN UEU OE 1N LOGS OR TOR ANY SPµ ANO PSTµ Um,, AT ANY ELEVATION. ALTERNATE KD LOCK J2 MAY BE USED AS AN INSIDE OR OM %LOCK. ATTAfNHEM OF He LOCK C TO ® IS W/ 3 IS x 3/B I "MI AND INCLUDE$ RDNfORCDEIlf MSFFT AS SHOWN ON SECTORS HOST AND HOC-ING, SHEEP HE LOCK My BE INSTNIED AT MIOSPµ OR 12' UAKWUY BELOW OR Al MMPAM USE OF LOCKING RODS 4EY S COMPLETELY OPTION, lYt• \P - •.`E �Af� l•`............ J HSF••...9a / X/ •• �) �: 90'•,, ,C�R•. ;'_yQ tl� . IO _!Sf/O NCj\a11d1 NAL E ,1 r M c crnP'TtlMMn4'uor Ynxs oMt) 1¢)E(p.:rC. TILUT TESTING IIIENGINEERING COMPANY mss nv. xu. sL. s.. ws. Alcl.& nmw vrs Prow: (soe;8)1-uw.I CM)Bn_ISYI -"MB °6)0^°1<^^' w0.rDI A "Eaa. P.E D08w Id 14aBT AwS�S�A� American ShuHer $)`81BR19 ASSOC1ailon, Ing. 4268 Weslroads Or West Palm Beach, FL 33407 ®iO11 EASTEMETAL SUPPLY, ING. RN BENT A HVTI2 Accordion Shutter System HV. MADE gl W/ LR W/0 N.V. WHAM RAIDE , x orE"�oArr pucx ee LA I OLD)/2)/1 wrt:m/2)/n r e DRAWING No 1 7-1 Q7 _„__ 4 . PoURED— CONCPETE flEanm�_ V E. O.• L CONCRETE ANCHORS (SEE SCHEOME ON SHEET 13) r E. 1 1—(SECRETE • O µS (SEE SExEWLE SHED 1>) LF ON C) HV WALL SILL INSTALLATION PgIPEO 1--CONCRETE ANCHORS RETE (SEE SCHEDULE ON CONC SN PEON EET 1>) 17 18 ELisrM[ (s[ ®av s¢[l l) 1• IAn. 1/IY-2Cx3/.' S.S. _ EO EO MACHINE SCREMS USING 1/4--20 NUTS O 12' O.C. M... .----- 13 m 5 .E. D.• I ( .250- U... E.0.• OPRONµ i 1 IR ®� YIN. SEP/ TON TO GU S I 1 (SEE SCHEM ON SHED I1) EMSONG GUSS—i 1� HV WALL HEADER INSTALLATION + KEYSTONE 1 )R 1M. SEPµA[gN TO GLASS I 1 `(SEE SCHEDULE ON SHEET 11) ELSONG GLASS-1 OPTIONAL ; -F Me.. r . EON ITµSUER • ESPECOSNTµCC ECRONS .EIK(SEE 6MDON SHFET U) `-j-1/OP-20Z/.' S.S. A, PHILIPS TRUSS HEM MACHINE SCRTk GWO I. I 1/1'-20 NUTS O 12' O.C. V HV WALL HEADER INSTALLATION (SHUT 14)D1LE ON QF HV WALL SILL INSTALLATION U HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ SEE LWI ATONS OCT USE FOR DIME daI SNOIO 10 HV BLADE ' • :' `\GEN$�•,.,- 1�5 _ ' %� '••.. �RIDr ' J4/ LLL 02017 TVECO. eK �L1■A■S■S■ANV. TILLIT TESTING h ENGINEERING COMPANY esv x.rv, aNn a. M.. SOA MWI4 cwOD+x AMIpA vl[ Pnon, : Wo)en-Ism . Eo.: (Jm)s71-111. -^.a: I°'•,^e^^uon Ex agG". n&TER A MIT a. RL fLOf®°L" " American ShU}tef $y9IaT! Association, Inc. 4268 We.t,..ds Drive West PGIm Reach, FL 334M [RN W 2e11 EASINETµ SUPMY. wc. ERT VTM, Accordion Shutter System MADE e1 W/ CR W/0 FLV. YAN%NA MACE Ly, x o[50nMox o/.rzI M .. LG 1 OLD 15-OUP 7/21/1 MTE: 07 27/17 fs '••T\�— -, IS'/� �\G : NAL E „ P.E.'SFAL/SIGNATURE/DATE 2 DRAWING No ' 7—' 07 s ' SHEET 6 OF 20 G PORRED CO.NVWT Io{ORNMW, SE IXRE ON SHEET III. (m 1 OR CONCRETE (� ; yy Nyyyxpi RECURE0 � Wm}XewVE� ® E%SIING 1 re. � —.....— ONCE 9A0 gwSS—j h0¢somu[b wsm lv w O.• sAe Exsnxc R.vam•p wm.Nnw PKn 11 GLASSi � rwacmij � 9 AIiFTUTAIE [OCIdpN EU55 flO11 m 1 a 15 . J]//]e •ILLOvC {• Hx xHUD TEK WEO 12- O.C. I I DGECONCRETE AHCHOPS F C 1SEE SCHEDULE ON SHEET 13) I O' •PPIGBLE STING EWE IX' IA r II ��— SUB P 1/x• Ir" 1• E000 ' BIpUG POURED OFBIE —E b mbDa /PAA^lB1E .0. ' O. ApAp( JJJJTTTT"'YY�������� 1 Imi a ¢ m POURED 1 CONCRETE D. CONCPE2 MT XFiD CONCPETE ANCHORS a sm I.Ne I OR �CONCPETE REWIRED FUT HEAD CONCRETE INCHG, REOIARED (SEE SCHEDULE ON SHEET 14) PN6Qsp 1 flE0NPE0 E. D.• D.• (SEE SCNfDI&E ON sNar I{) 11 TRENCH INSTALLATION Q IBY FLOOR INSTALLATION t O HV WALK -OVER INSTALLATION D ONLY MR, UP TI 470, -05 P N AS.D. DFBK,N PRESSURE RATING 7 MR SPANS PER ® SCHEDME />, SHEET 11 _r _- CONCRETE M'CHOM LVONE (SEE SCHEOME W — w x m 5 . CIWuNG m1U XISTINE; ' EXRIINC SHEET IBI 1 I/{b 1 Ran �I I O t LVSB� GU55 -ilm uy��p. 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(nnmA •I.y�.1`` na N.w. ds:n sL. Gb. JP. evc/¢10ING = G]M A, IT clatlon. Inc. 1 OW 15-M 7/27/1 MM' o7/n/n 4268 Westreads Orwe T S/�NALEN6�d1 m'' L'rI<.00aeL.mo West Palm Beach, FL 33407 DRAWING No !-GGp671. rrr.••1 1 WHTER A TMR L. P.[. 1 17-107 P.E.'SFAL�SIGNATURE/DATE aomlu L"' E 111G) IT SHEET G e OF on POURED CONCRETE OR ^ POURED CONCRETE POURED CONCRETE OUI CONCRETE BLOCK WALL OR CONCRETE __ OR CONCRETE OR I REQUIRED __ WALL REWIRED BLOM WALL REQUIRED �LO[ ., CONCRETE Me OR CV55 EXI" C CLASS — — —EXISTING GLASS O IB• D.C. Y MIN. 1�E%ISTING i- MOB :, 2' MIN.. E / � `%'.. 1r I—P fO EO AN. $FP Mwi AND iW9rtfT19 YH Tonussiso: 5pm.r WTocuss(9 T 1/I6'xl' I I FOR DALE a)" (606]—T6) ONi. c CUNT Q) 1 O mACD I i (LOGY AT W SHEET 19 FOR ALUM. LOSER BUCE ® PLATE 1/2', / , W SLEET 19 i0R I/2• (D& ® ERH R SIDE) OE) (LOCATE I AT ER SIDE MIN \ r 1/2' MIN. OF(D) I 1 4 USE 1. OR 2• MAX. /1DX1/2• S.M.$,—,' ----- #1 1/2' S.M.S. I O 16. O.C. 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I EO S y_ IBNEypyT 19 TWA Q 5 DAOESQ&O _ �OR©OR�OR� a0C. _ 1/2'MIN. ------ f _L MIN. - ---� 1 2' VRI, I5 EO 2' MIN. s Oq 8 Ofl OR O ♦ SEE ARONS OF LASE FOR BLADE 80n SHEET 19 ©OR©CFI OR�OR� VIEW V VIEW Y I L POURED CONCRETE OR BLOCK WRL ®-©•Q. BQ 10 •®• 10•® ©.®-p.©. D I STALLA ION RECUREIE -©O ©-© O'®- (1i HV BLADE OR ©'O'®-©•O ®- HV WINDOW BLADE INTO ® ®-®•®-O ®- •©- CONCRETE OR CONCRETE BLOCK WALL NEC ION DETAIL (g) FLORIDA DUILDINC CODE Non High Velocity Hurricane Zone 111L1�: C ENS'• ✓g `'' "°17 MOVED LNG 02017 EASTERN METAL SUPPLY, INC. * C� ': A i�C p ,- I �L. S' S' BERT TM Accordion Shutter System L.AL. TESTINGENGINEERING American Shutter Systems HV. HARE #1 W/ R W/o HV. W MEm HAOE T WE1L NIW. U . ". M.. DM&.1. E.., nOom .1 268 WestI0n1 Inc, Phone (sD9en-1s6D ra.: (Dw)en lsal Drive �., x EE6ERIPRN, DATE MM.m o,: Lc. 1 OLD 15-M X 2/1 DATE: 0] 2] 1] AS/ON . t P.I.Se.ch. a °'�°^nQI.°°^ West PDIBeach, FL 33407 s DRAWING No �'� P.E. SEAL/SIGNATURE/DATE KNUOR A MWT J.. 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CONGA Er NCo INSTML TXINS O WAL MOUNTING iL00F/CEIUNO NOUMINC L4 ul L 30 OR LE&I is-O' 16'-O' 16'-0' 16'-0' 35 Is' - IF 14 10 I5'-2' 16-0' 40 13-10- 13'-10' 14'-2' IS'-2- 14•_3• 45 13•_I• I3•_I• 13•_4• 50 12'-5' 12'-5' 12•_6• 1J'-)' 55 II'-10' 71'710- 12'-1' 1T-11' 60 11'-4- 11'-4' %V-7- 12'-4- 65 10'-10- 10'-10- 11'-1- 70 10'-6- IV-6- 10'-9' 11'-5- 75 10'-1• HY-I• 10•_4• 11'_1• 80 g'-10- 90 9'-3' 9'-3• 9'-5' VY-1. 8- -' _g 105 6'5 ]'-It' e'-9' 9'-4- 115 9'-2' 120 8'-0- 16'-It' 8'-2- 125 7'-10' V-8' 130 135' ]'-9' 140 7 145 7'-3 V-9' 1 >'-5 7;:D 155 160 6•_I I• 5•_'1• 7•_1• 6•_7• 165 6'-10' S'-I' )'-0' 6'-4' 1-7 -11' 6'-11 6-2- 175 6'->' 4'-9' 6'-9'1 6'-0' ISO 6'-6- 185 6'-5. 4'-6' 1 G-7 1 S-6• _ 190 6'-4' 4'-5- 6-6- 5'-6- 195 6-3• 4'-3' 6'-5• 5'-5' 200 6'-2- 4'-2- 6'-4' 1 5'-3- 205 6-1 1 4'-I" MAXIMUM SHUTTER SPAN* -L+' OR -L-- (ft.) FOR INSIPIEATIONS W/EpQr ONE HVUO" or or W/ NO LOCKING RODS (SEE NOTES t, T7) A6o. M5WM LRSSWE or 1. 6M -I CONCRETE & WOOO IN W/IL Y0rMRN6 & R LNL YgW11HG -4 (ft) 1m 1 -m 30 I6'-0' 1 16'-0' 35 u'-10' 14'-10- 40 13'-10' 1 13'-I0' 45 13--1- IS'-1- 50 12'-5' 12'-5- 55 11'-1o' 60 11'-4- 11'-4' _ 65 10'-10' to -10- 70 10'-6- 10'-6' 75 10'-1' 10'-1' 80 9'-10 9'-10- 85 9'-6' 9•-,. 90 9'-3' 9'-3- 95 9'-0' 6'-9 100 e'-9' 8'-4' 105 8'-7- 7'-11" 115 e'-2- ]'-S 120 W-0- 6-11' 125e'-e- 130 7'-6- 6'-5- 135 T-7' 6'-2' 140 7'-5- 5'-11- 145 7'-3' 5'-9' 150 7'-2- 5'-7- 155 7'-o- V-5'.. 160 6'-11' 5-2' 165 V-10- 5'-I' 170 6'-9- 4'-I1- 175 6'-7• 4'-9- 180 W-6' 4'-8' f85 6-S' 4--6' 190 6'-4' 4'-5' 195 6'-3' 4'-3- 20D 6'-2- 4'-2- 205 1 v--rlY XIMUM SHUTTER SPAN*'L+" R '7-- (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING Gas (VIVID FOR MOUNTING© SHEET 7)' nyVuy CONCRETE . pvul IxsrAtTAnorvs �PAWrp rLooa/muxc wane �) �IVW BOOR N1 MWMiNG L, (m L- b - 16'-P 35 16'-10. 40 IS'-2' 45 14'-3- SO 13'-1'55 112'-3'1y-l. 11'-11.60 10'-II'6510'-1')09_4- )58'-9- INSTAI ATN)N Itt:Fup CONCRETE & WOOD WALL A. B. C. Or E, M, N, O, P, 0. MOUNTING F. K & L R. S. & V. FLOOR/CEILING MOUNTING G. N. L It- J T. U. W & X & M 0 MAXIMUM SHUTTER SPAN -L+ OR -L-- TOR INSTAU.AHONS IWO WOOD SHALL BE LIMITED TO 105 prf. ASB. DESIGN PRESSURE RATING. t HV CORNER CENIERMATE 03 MAY BE USED AT ALL MOUNTING MSMLATONS. LOCKING SPECIFICATWNS SHALL BE AS MOICATED ON MANDATORY CONDITION 12 NOTE Y5, SHEET S. ttEXCEPT THAT MAXIMUM SHUTTER SPAN li• OR 'L-' AND MAXIMUM ASO. DESIGG PRESSURE RATING FOR INSTALIATIONS IWO CONCRETE OR CONCRETE BIOCK SNAIL BE UNITED AS MUM: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P,J. AND 6'-0- SPAN. SEE MOUNTING NOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " HHV BLADE FLORIDA B( 6201] MUM. 1. iT IEco— A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter System. rHrMM ,yH. AssoclallDe. IRC. Pno.e : (3ospn-lbD . ro.: pOs)m]-an 4268 Westrms Drive .- on: 1aJ<eooM..em West P.I. Beach, FL 3340-1 W47ER 0. "WI Jr. PC RO.GNP U. 1 44167 (1) L+: MAXMUM ALLOWABLE SPAN FOR A GIVEN POS IT E &S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ASM. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/80704) OR FLOOR/CEIUNG GIVEN A POSITIVE 410. DESIGN PRESSURE RATING. DETERMINE MA](IMUM SPAN T,+' MOM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN -L-' FROM SCHEDULE. FRAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE lBLOMIAf DEIETINNED SPAN BETWEEN 'L+' AND -L-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNDNGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GNEN POSITIVE AS,D. DESIGN PRESSURE RATING: DETERMINE: ❑+- MAX. SPAN FOR WALL MOUNTING INSfAU.ATWNS U+= MAX. SPAN FOR BOOR/CEIUNG MOUNTING INSTALLATIONS. MR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INVAUADONS. U-- MAX. SPAN FOR FLOOR/CEILING MOUNTING WSTALLATONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO LIVE MINIMUM BEIIVEEN -LI+'. 'U+', %I- AND L-• R SCHEDULE WITH FINAL MAXIMUM AND NEGATIVE &S.D. DESIGN TO DETERMINE MA{IMUM ANCHOR U ZU17 EASTERN METAL SUPPLY, INC. ERTHA HVTM Accordion Shutter System KV. MADE #1 W/ OR W/O KV. 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"m®gmmm 02017 XIEcq MC. D >i IL ECOIAIC. * : TILLIT TESTING s ENGINEERING COMPANY [. .1 ;..W. M0. .. SY. ]W. M . EMIuaR. RPtlM J] i'\1\ pl;cnp 00 .)0J1-IS]O. Po, : (005)8T1 -15]1 1\E -mot: 4R,aOool.mm ER-OW6Jf9 IAtc ROeaPIM Llt 1 4116J TAPOON OR, TAPCON WIN ADVANCED THREADFORN TECHNOLOGY ALL POINTS SOLID -SEE BLUE TM TAPPER. * SEE ANCHOR SPECIFICATIONS ON $NEU 13 SEE LIMITAnONS OF USE FOR EIAOIE OON SHEET le n HV BLADE OR C1i HV BLADE W/M HV WINDOW Ell A2E WORKING IN UNISON A.S.S.A, American Shutter Systems Association, Inc. 4268 Weslrocds Drive West Palm Beach, FL 33407 02017 ASTERN METAL SUPPLY, WC. BERTHA-WV-T. Accordion Shutter System KV. 9" MI W/ OR W/0 HV. 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R 1. ANCHORS TO SVIUMUUX SHNL BE AS FDLUI (A) TD EXISTING Foupm coMcRETC (wr r" - 3 W) - 1/4'I WCON OR TAPCCN WITH AGYANCEE MREAPOgM TECWNORWY ANCHOR& AS MAHUFACIURED BY LT.W. BNLDEF. (Min. 1'C - 3 6y 1/4'c a 3/4' ALL POINTS MO -SET µCNGA , AS D61188UNED W AIL M,,, M, BOLT h SIII COMPANY (Min. I'c - 3 W) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CA, AS MµUFALNRED BY 11DRU i FASTENERS ESSER, M (wn rc - 2 W) - 1/4'A TAPPER+ ANCHORS AS MANFAMURED BY POWERS fASTENERS. INC., AND MSTRIBU ED IIY ALL PORTS SCREW, SUET N SPECMLW WIMPAY OR ANY OMER MPFCIIW LNCENSED OR µD1ORIIED VENDOR RE0STI "THE µERpN SHUTTER SYSTEMS A550CN11M, ING, (Mi. Ic - 3 RY) NOTES AI) MINIMUM ELWOMEM INTO POURED CONCRETE OF TAPCON OR T"FCON WBN AMµCED MRIADCRM TECRNOLWY ANCHORS AND DIPPER+ ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ W µGHORS IS 1 1/2% All MINNOW EMB W OF 1/4•R . 3/4• AU_ POINTS SOup-SET ANCHORS SHALL BE 7/8' INTO BE PamED CONCRETE. NO EUMUENT INTO STUCCO SHALL BE PERWRFO. 1/4.1 20 SS. MACHINE SCREW USED SIWL BE 1 1/2 LONG MINIMUM SHDIRO S,,EW COST. AND I• "NUN FOR WALLS rmN NO ST=O. A3) IN CASE RTAT PRECAST STME, MGA5T CONCRETE PµELS. PAVERS OR ANY N R BE FOUND ON ME ENGHNG WNL OR FL00R, µCHORS SIVLL SE LONG ENCWH TO BEACH THE MAY SIRKNRE BEWQ SAID COAL. FUTINES ANCHORIGE SMALL BE AS 4NNm CNON NOTES AI) k A2) AGOIE FOR INSTAMAgNS OR NNYL SIDING OR EUS Y.mT OR YA W META STU05 WNEOET MIS ENGINEER. FOR INSTAUATNIN TWO E'S WNN METAL SILOS SEE SNa.T 20 (8) TO FASTING CONCRETE MOCK: (ASTM C-90) - 1/4.0 TWCON OR TAPION'APISH AOVANCED TIRMFORN TECMOU0CY µCNOIM AS MANUFACTURED BY I.T.W. BUILDEK - 1/4^O . 3/4' ALL MNTS SOJO-SET ANENan. AS DIBTRBUTED W ALL rowls SCREW. BDLT n SPECALTY coLwurr. - 1/4.0 BLUE TAP CONCRETE µCHORS W/ W AS MANFAC HIED BY FLORIDA FASTENERS WECT, DC. - 1/4'W TAPPER+ µCNORS AS MANUFACTURED BY POWERS FASTENERS. BIG. AND DISTRIBUTED BY ALL PONIS SCREW, SOLT a EpECMLW COMPANY OR ANY OTHER APPROVED UCEDSED OR AITHORICO VENDOR REGISTERED AM! ME µERICA SHARER SYSTEMS MSOCMRON, INC. NOTES: BI) MINIMUM CUMBER IWO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ W µaiORS AND TAPPER+ µ[HORS IS 1 1/4- AND W,,, WIM ADIµCED TNRFADFORM EEGHNELW, µ[HORS IS 1'. 8.2) MI UNM EMBEWEW OF 1/4'0 . Ve AL POINTS SOLD -SET µC1YJRS SHNL BE ENTIRELY! EMBEDDED INTO ME CONCRETE BLmC NO EMBEDMENT IWO STUCCO SILAL GE PERMITTED. 1/4' 0-20 S5. MYNME SCREW USED EML K 1 1/2- LONG MINIMUM SHOVED STUCCO COST. AND I- NWMUM FOR WALLS NUM NO STUCCO. B.3) IN CASE THAT PIETIST VOW. PRECAST CONCRETE PANELS. PAVERS OR ANY VEKEpf SE FOUND ON ME WEAN[ WALL M FLOat. ANCIORS SLNL BE LONG ENOUGH To REAGH THE MAN STRUCTURE BENNO SAO B.NL FLASHES ANCHORAGE s9IL BE AS INDICA D ON NOTES BI) @ 0.2) ABOr£ FOR INSTALLATIONS ON VNYL $IWH. OR on CORN OR p,,OW YETK STUOB CG,,NLT M5 MMOGL FOR VISrauNON IWO ENS PM MEra STUOS SEE GREET 20. (C) ANCHORS SNNL BE INSTALLING Fg NG .W. OF THE FECOMMEN AnONS AND SDECUIWpN I OF ME µCigR'S IWNFKTUpFR. FOR E D. LESS MAN M WdGTm, REWCE ANCHOR EWE DICIµCE TAPCON MREADFORM TEDNNO.WY ALL POW SCUD SET BLUE TW W W / TAPPER + E.D. YIN. SPACING . }' YIN. SPMINC . 3' Y0L SPAnNO . J 1/2' we. SP. C - J' YIN. SPACING 3 3/4 4• PWRfO CIXKxflE h mNC1Elf BWx FOPD WCEIC �4�E pCIRm <OIKNEIE h PoVNLD COXIACIE 4 PO� m4XE �h DEDt wi E110 UN E0..3 I !J• YX E0..2 1 EONCREIE BLOCK 11( E0.•} 1 COxCREIE BR% Vx EO.t YN CB.3 1/T EO.21/! 3• � Lo o.9a 1 Lo D.Je t.o o.w LO 21/2' - 0.01 1.0 - - - O.BJ _ IA - 1 3/4• - 0.91 _ - - 0.0 - \ }}t,Il�oY:-::..... Af _ 00 ? T• O •'' T^,OF l T R20I7 TA G 0. IN 1 L I C O ,N�. T1LDi TESTING ENGINEERING COMPANY u]S N.w. Yq St, Sb. L05, nRCMr 4RRp9q. nmlw mu Fna : (393)BT-IS31 -m.a: Im.wo.el.wm Ee-ooc4nv E. AS S A American ShuHer Systems As sotlallon, Inc. 4268 Westrot Drive West Polm Bench, FL 33407 m2D17 EASTERN ME SUPP Y.INC. BERTA Accordion Shutter System HV. MADE #1 W/ O, W/0 KV. VANM MADE Lv. x DDSRIANN DAc M.MLC. 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WC. viceNs�..."y IL ECOtwa. TILLIT TESTING a ENGINEERING COMPANY Oa' J' "` Vr i p wx xv. xu. s.. a.. ]m. xcuw uvofxs. IwDw v Poana: (J0.5)0]I-Ub.fo.: n05)WI-If]1 DEB �BE06e0uB .mn 1 _- S'. .............:\\� E', ''./ANAL P.E. SEAE/SICNA%'RE/DATE noxioe u.. E 44167 M NOLOGNOLOGYO-SET • SEE ANCHOR SPECIECATIONS ON SHEET 10 0 VALID ONLY FOR UP TO +70, -76 PSF A.S.D DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE ga, SHEET 11 0) HY BLADE ONLY A.S.S.A, American ShuNer Syatems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL —407 CODE (Non High VClacity Hurricane 12.1] DSIERH METAL SUPPLY, INC. BERTHA VTN Accordion Shutter Systl N.V. BIAOE #1 W/ CR W/o KV. WINDOW Bun LV. xe oE$clxmM oPrz gUNN a Lc I OLD 15-a0J /27 1 w1E a7/27, DRAWING No