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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. BERTHA H.Y. OCC MII SHUTTER STSTEu SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORGg CE 'HRH WE 2019 (fill: EDITION) OF LHE FLORIDA. BUIWING CODE THIS ACFAROION 5HTRTER. SY51p1 MAY BE INSTALLED AT RICH VELOCUT HUFRILONE ZONES )FERH WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF ME ABDVE MENDORED CODE, FOR A SAM MIND SPEED REGARD, BY ME JURISNUIOM WHERE SHUTTER IffiL BE INSTµLEO WIN A OPECTIONAUry FACTOR Kd-0.65, USNO ASCE 7-10 AND SHNL NOT EXCEED ME MAXMUN (A.S.0.) DESIGN PRESSURE RATINGS INDICATED ON SHEDS II NRU 15. 19 & 20. IN ORDER TO VERIFY THE AUDVE CONOMM ULTIMATE DL9GN WIND LOADS DETERMINED PER ABC 2-10 SHALL BE ORST REDUCED i0 AS.0. pF51GN AND LN05 BY NULTPLYING THEM By OX IN ORDER TO COMPARE 'ESE W/ MAX (AID) DESIGN PRESSURE RATINGS BE ON SHREDS 11 TO A .&5. 19 l TEA 0. IN ORDER TO VERIFY MI' ANCHORS ON THIS P.ED,. AS TESTED, WERE MOT OVERSTRESSED, A 33 S INCREASE IN ALLOWABLE LOADS MR WINO LOADS WAS N USED IN MaR aNN.y515. SE,I H.V. ACCORDION SHUTTER MTEN'S AOEOUACY FOR YANG /ND IpRGE IAISBI REPORTS LE IMPACT LOAD HAS BEEN V ,IIFED IN ACCORDANCE MIDI SECTION 1626 OF THE ABOVE MENTIONED CODE AS PEP AR -HV BLADE 0 10214.01-W, 10715.01-03. 11004,01-05. A1214.01-05,. 111 #0609.01-10 NVII 10211.11-11 AS PER TAG 2111, TAS 202 AND TWO ZOO PROTOCOLS & f1220.01-10 AS PER TAS 201. TAS 202 & TAS 203 PROTOCOLS URGE MISSRE. -HV ADDOW BLAX (9 YO`AS-01-OB AS TAS 201, E02 & 203 PROi0CCL5 AND 0225.01-03 AS PER TAS 202 PROTOCOL 2, HV II 0 AND HV WINDOW BUOE © ARE ENGINEERED TO WORK IN UNISON AN EACH OVER UNOER THE GENERAL UMITADONS AND CONDITIONS OF USE INDICATED ON SHED 19. J. BERTHA H.V. ACCORDION PINS NV SCREWS), USED AT 8UOE5 KNUCKLE AND FOR DIRECT MOUNT CONNECTION i0 TRACKS SHµL BE If N%LJS AMID9 H%1.)5 RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS AN 135.0 kM YIELD STRENGTH AND 180 IM TENSILE STRENGTH. PINS SMN1 BE CO FED WITH BERTHA W OACROSHIELO COATING INKNOTED COATING APPUCATORS. REGISTERED AM PM ,,N SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR ME WMARKING ON NOR HEAD. SYSTEM AS MANUFACNREp BY 4. µµUMI-EKNUS10N5 SHALL BE NJIIIINUM ASSOCIAnpN µ1pY AND FOR 6005-TS LOT. TEMPER AS INDICATED ON SHEES 2 AND YIELD 3. MINIMUN D STRENGTH FOR 606J-T6 ALLOY IS 31,7 W ANp 35.2 Al TS µ S. ALL SCREWS TO BE SSNNIESS STEEL 301 OR 316 NSI SERIES OR CORROSION MsS7.WT COATED WHEN STEEL AS PER OIN 5001E WIN M I- LAIN. FED STRENGTH AND 90 Fv MIN. TENSILE STRENGTH AND SHAL COMPLY W/ FLORIN fiUILIDNG CODE EECDON 2411.13A. 8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR IS' MA OR 316 SERIES VMNIESS STi.EL WON 35 ks MWINVM YIELO STRENGTH. >. SEE THE MO OMNC SHEETS FOR ANCHOR SPECIFICATIONS: HV SIAOE 0 : 12,13,14,.A,15 AMID 20 My BLARE (D h m WORKING IN UNISON: 12. 13 h 15 & MIS SERTNA H.Y. ACCORDION SHUTTER STE EM SEARS A MS. PATENT 16'779,M2. COMPONENTS OF NIE APPROVAL ARE CJVERED, IN WHOLE OR IN PART BY US. PATENT /5'458,I79 ISSUED TO EASTERN MITI. SUPPLY, INC. 9, R SMALL BE ME RESPCNSIBIUIY OF ME CONTRACTOR TO VERIFY ME ICI OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACKED TO INSURE PROPER ANCHORAGE, CONTRACtOR TO SEAL/CAUU( ALL SHUTTER COMPONENT EDGES WHICH REMAIN. MRU FASTENING IN CONTINUOUS CONTACT WIN THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 10 EACH UNIT MUST BEAR PERMDNENT LABEL IN A MSIOLE. PI E WIN WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND NO CNNTERLWTES AND ENGAGE OR LOCK AU, NV AND HD LCCIHE. II. SHUTTER MDNUFACTI S LABEL SHA. BE LOCATED ON A READILY MIME LOCATION At ACCORDION SHUTTER IN ACCORDANCE AN SECNCN 1709.9} OF FLORIDA CU ING CODE ONE LABEL STALL BE PI FOR EVERY OPEMNG. UBELNG TO COMPLY WIM SECTION 1709.9.2 OF ME FLORIDA BWLOING CODE, 12. BERDA H.V. ACCORDION SHUTTER yYSI£M'S IN,,XorG, SH.LLL COMPLY AN SPECS INDICATED IN NIS DRAWING PLUS ANY 6UIWJNG AND ZONING REGUUn0N5 PRONGED BY NE AVROCCRON KHEAF PERW Is APPUED ro. 13. C.) WE F.E.D. PREPARED BY NIS ENGINEER IS GENERIC AND DOES�NOT PRONGS MITI MR A SIDE BROOM PROJECT: 1.0. WHERE THE SITE CONDITIONS DEMATE FROM ME PE.D. (5) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE AND INSTAUAMU IMMUDMG UM SNEIY OF ME PRODUCT, BASED ON MIS P.EA. PROVIDED HE/SHE DOES NOT OCHRE FROM ME CONORONS DETAILED ON MIS DOCUMEM. CONSTRUCTION EA`Dt AT SITE IS ME CONTRACTOR'S RESPONEum, (a) THIS P.E.D. WILL BE CONSIDERED IMPIID IF ALTERED BY ANY MEANS. (6) SIN SPECIDC PROI SHAL BE PREPARED BYA FLORIDA REGISTERED ENGINEER OR ARCHRECT ANON YRLL BECOME ME ENGINEER OF RECORD (E.OR) FOR ME PROJECT AND WHO WILL BE RESPONS IM FOR ME PROPER USE OF THE RED, ENGINEER OF RECORD, ACRNO AS A DELEGATED ENGINEER TO ME IRS, ENGINEER SHALL SUBMIT TO NIS URER ME STE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D. SMALL BEAR ME DATE AND gOGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. SCANNED BY L E C O ,,,a. St. Lucie Count Y:CLnQ •. C/Q TILUT TESTING & ENGINEERING COMPANY N.W. ITT. i,. 51.. Sal AGIWA DS. I" P"r-M : (WS)E)1-iSJG . Fa< : (JGS)eT1-1931 '-ss�ONAL E---NG� ^.,. .• P E�SFAL�BiLiunNRE/DRTE <-m�: B1M<aoaaL<am EBA. NUUT19 wµiER TIN IT, PE FIARM u<. / ulm TABLE OF CONTENTS AREA - HV BI ADFS (11) a GENERAL NOTES Ifs SHI I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-32 SHEET 3 TYPICAL SAKI ASSEMBLY 38-44 SHEET 4 AREA 7• HV RI ADE M AND HV WINDOW Ri AnF (Im (WHERE APP I .ARI F\ TYPICAL SHUTTER ELEYATON & NOTES ON LOCKS SHEET 5 INSTALLATON DETAILS A-F. CONCRETE/BLOCK SHEEP 8 INSTALLATION DETAILS G-M, CONCRETE/13I SHEET ) CENTERMATE OETNIS MV SHEET B CENIERMATE ALTERNATING. DETAILS HT SHEET 9 ENO CONNECTION DETALS 1-6. CONCRETE/&DCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRE@ SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 1M ANCHOR SCHEDULE- WOOD SHEET 1S INSTALBAPON CETAIS M-R. WOOD SHEET 16 INSTALLATON DETAILS S-X, WOOD SHEEP IJ END CONNECPON DETAILS 9-12 & X. WOOD SHEET 18 AREA 3- HV WINDOW RLADF A oNI Y TYPICAL SHUTTER ELEVANON SHEET 19 AREA A• FIV WINDOW MADE (1)ON Y INSTALLATION OETALS, METAL SAID WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAJN PERMITS IN THE SPATE OF FLORIDA A.S,SLAB, Accordion American Shutter SystemsAss H.V. BADE, W/ REV.xa Inc. DE:cRIFnpx 263 W.IatiOn. 4263 West F D33A 2 'Nest PaFk lm Beach. FL 60 PT,.—oPT,.—(800)432-2206 Fov: (5 (561 )209-e]BO J DRAWING NO 17-122 f1�, HV WINDOW BLADE• LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-16 ALLOY AND TEMPER 556' 232 6]0 e—Tu 1 �I LLj } ;6iHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BIADE� 6063—T6 ALLOY AND TEMPER 1.91 J• 510e 6)0, 1.666 � Jsza� l t11t HV CEILING HEADER 06ALIFlED FOR USE W/ HV BLAOE((i.ONLY, SEE SECTIONS FOR VALIDNI'.- 6064—TS ALLOY AND TEMPER a 4sa• �'��'I W 4. 95" 4999 _I 3'HV UNIVER A Pl nerER QUALIFIED FOR USE W/ HV BIACEI i i 6005—TS ALLOY AND TEMPER �226" I.500• I O6S• Ire" CT NV ADJ. ADAPTER W/LIP OUAUFIED FOR USE 'N/ HV 7 BLACE LI"1, 6063—T6 ALLOY AND TEMPER VARI6 I Meal �— 060' 060 1fA 6)as J sz6" f� HV HEADER/SILL QUAL19ED FOR USE W/ HV SLOE VONLY 6063—T6 ALL044 AND TEMPER TI NXMN Y MNI I�JI' I• I' Oa62• a' �3 I � SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE �0 6063—TB ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED F0USE W/ HV BLADE �IJ ONLY. 6063—TGALLOY AND TEMPER. '; 4)HY DIRECT MOUNT QUALIFIED ION USE W/ HV BLADE Ql 6063—TB ALLOY AND TEMPER 4 .610, i OJ2 a ga LBt S—•-2-092�' (i')HV WALK —OVER TRACK QUALIFIED FOR JAE W/ HV BLADE I' 6063-16 ALLOY AD TEMPER �I n1 670" N .Ia. 529- t13 HD CEILING HEADER/SIT I OUALIFlED FOR USE W/ HV SLADE(1l) SEE SECTIONS FOR VAUDITY. 6063—T6 ALLOY AND TEMPER COMPONENT p 1 B TI i2 LIJ _ 2 1 j 5 MA%.I 0.19T � 0.19<' 25"IL4%.' 2' i5' M..!l 0.1a9' 0.131' 1 >w 1L * : TILLIT TESTING & ENGINEERING COMPANY any n.w. 3em.. sc. si.. As. vww.0 mRatws. Rana n 11 a —moil: lillev¢Oc¢i.cem W0. IIW) A PE. FLOM 4TE fLOPoM Lic. f Hifi) AEI' •\a b 5)HV 90'/180' STARTER HV SLIDE ` , 6063—T6 ALLOY AND TEMPER 2EJ0 99{ � 1 000`I 642 ;125� �.920 �jIHV TRENCH TRACK DIL IFlED FOR USE W/ HV SLADE (D ONLY. 6063—T6 ALLOY AND TEMPER VARES 1936'. 5 i3sas-- OZ., HD WALL HEADER/SILT v OUAUFIED FOR USE W/ HV BLADE v ONLY. 6063-Tfi ALLOY AND TEMPER H % Y 1 v 2' 2" 0.12Y j 3' 3" 10.00" 12Q-CORNER POSTS QUALIFIED FOR USE W/ HV DIAGE C' 6063—T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Wes; R..& Dnva West POim eeOCS, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (10 HV RAINGUARD OUALIFlED FOR U$E 'N/ HV B ADE I 6063—T6 A40T A D TEMPER Accordion R7 DRAWING No 17-122 6' i �I aauD I 18.. �x\0{. .062' el 3 4 HV CENTERMATE OUAUFIEO FOR USE W/ HV BIaOE(Dl & 11 ONLY 5063-TG ALLOY AND TEMPER yI $ C— i I n -7 vwJ � PLAN N FRONT a ATON 271 LOCKER FOR "L LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER ONLY 6063-T6 ALLOY AND TEMPER m I] 6 92 06� i n! oI I It 2j HV MALE "T" LOCK CENTERMATE QUALIFIED FOR ALLOT <HOM tBU )ONLY Ilg HO CENTERMATE W/ NO LOCKING ROO 2: QUALIFIED FOR USE W/ HV BIADE(J&—.`g��— 6063-T6 ALLOY AND TEMPER .ES. 12' LAN. V, P40 55. OP "Oh" TNUMBECRE I (SEE OEiNtx1 'YIS ® LOCKING RODS QUALIFIED DE 11 6063-TS ALLOY AND TEMPER 35 INSTPrTION WILL REQUIRE A 7/16 HOLE O ILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER �I �D6 HV 3/S"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE _W/ HV BADE \/ll.. ED FOR USE I 6063-T6 ALLOY QUALIFIED FOR USE W/ HV 5063-T6 ALLOY AN 33j HD CENTERMAjE'S NSERT QUALIFIED FOR USE W/ HV BIADE.1 & -� SOS -TB ALLOY ddNO TEMPER k1/Z' `3. SERIES Am 1/4" 0-70 A304 S.S. THUMBSCREWS QUALIFIED FOR USE V9/ RV BLADE(; IL ECOIINa. TILLIT TESTING & ENGINEERING COMPANY BJ55 R.W.:6 L. sb..:0]. Mal. 4WMNx Na.M 03 P6— :,(]OS)6]1-i$]0 . F.. ; (305)0]1-IS]1 VALTW-A lIL'lf lr. P.E iLgllM Oc. ) 4416] We,' TRIv . R"A — 250 00. PIASPC HFaAO n IB_ .a2y uDLu6D 6w ,. !.I6' �;—ASO*AFTEH RIVLTNG fic vl n BEFORE RIVETNG 1/4"_-20 x 3/4" S.S. THUMBSCREW 1/4"0-20 RIVNUTs ASS I!$ 9µ4 µUNIMM (2034-M µLQ LN,E FlA CE THPI . 2. SMF£i NMTSON" PART / OcD AS MWUfI LNGS BY "M —SY TEIROSR, PAF6IPPENY, NEW JERSEY 0]G54 0.9 EOWL. ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED. FOR USE W/ W W/HV BIADEEJ ONLY. BLADE i1_J ONLY. LOCK BY REGENT HAADAME MORTISE UCCXS OUAURED FOR USE W/ HV A.S.S.A, American Shutter Systems Association, Inc. 4268 West RaeEs Driv. West Palm Beach, FL 33407 Phan.: (800)432-2204 . Fox: (561)308-8380 Accordion Shutter RV. 9ADE #1 W/ OR W/0 RV. INC. ORAWLNG NO 17-122 I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV ( HV BLADE i ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/i6" THICK NYLON WHEEL. GASS m AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD k ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD � ® POLYCARBONATE IMPACT RESISTANT HV WINDOW xz1f QUIREMENTS AI EXIERIOR BLADE KNUCKLE FOR a 10 �Q h (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR sw BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR ` HV IQA BLADE. TYPICAL SHUTTER Art MB Y (2) HV PIN @ MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7Q eo.3zx•� BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. 048=— Wirt (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER DP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, � 9 SHEET � WHE CARRIAGEDETAIL x.r.s. ASSEMBLY LAYOUT x.LS `* TITECOIge. O •'•�` TILUT TESTING $ ENGINEERING COMPANY p J:' •'VxV¢ . mss Q Pns M(Z St. 5:..:w. paGNY uvoENx Ranw yy "•.�BR,2;��• y¢` a, : a6)67I-z5:o . Ea. ; tao96n-I53L .:�sd' .... G\ � .-.wElc alloeciisLCmo PE/ONAIE�?.•'' N FAD R Jr. PE. SEW:/EIGIarwRE%DATE MR" L:C. d a'w BLADE'S KNUGKLL (DP) 2 )/6- NIN C" 5EPARAnWJ BmT 'j BV E OPENINGS EXTERIOR Q625' BUOE .0625' X E5 A625' TPICAL HV WINDOW BLADE d A;- POLYCARBONATE HV WINDOW DEL(, 12- Mw. CLEARMCE KtSINS, UV-STABIUZED GRADE OR SA TO EMS COMM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 .vrwax urvxr IttK.LL.piOCW::6 SiNMw aermENce srxcze wam; e¢cmBss: Am. oze: ocu uxx' P.ou rol•• wurza mo -T •r ,�� uru ow a..oa o.,. a.nm o-.: nExcrzn Konxu: AsrK meo wo.Doo P.J. y.E.rco P.: rora:m aoo Anu oxu ix n-Ivro n rt-mA. Pme oexm; ,sr,. ozcu .-I x x .0 arE m ywxazc .v.M ow c-: ass o-� cuss axs ro:P:ax uJN o:eze Taw r eea v nrecFSec.� .cn ma iaSro= eR� MFJI NVTRWE ASM WC ixN P.L IEt51F S(P6S 960PE H}T:pOttG AlTI w GYI 0.,J. 9P80 P.� A.S. S.A. Accordion American Shunter SYsfems H.v. BADE #1 w/ aEv.x. oEscaimox . Inc. Assoegl I Ow v-cee Ro a268 West R" Dora x West teach. PL 3340) y 2-2 Phony. (8GG)432-2204 . Fax: (561 )1G9-fi380 4 DRAWING No 17-122 SEE CON!• OETM SHEE 18 r HEIGI rA0)"'LTJ -a 1 1 rs)„04, 1 xll ! 241mhl�'QGQb Et. N MR I I I END ENO SUPON LS ON 6 10 k p f N I 1 x L M p p W x 1j` 1`1 FULL N: g' 41lee •NOTES ON HV LOCKS AND CENT RMAT S• I. MANGATORY CONDMON Olt ONE HV LOCK;Zy or @ SHALL BE USED AT 1/2 OP SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BF'OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTAL TIONS AT ANY ELEVATION. FN LOCK R_§ Or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 2y OR CEZRMATES WA2) 1/4'0-20 x 1/2' LONG FIAT HEAD 5.5. M.S. LOCATION OF LOCK SHALL 2 AB INDICATED ON TYPICAL SHUTTER ELEVAnON. 2 FLOOR) D NG INRT ATION:. TWO R ONE HV LOCK R OR W/ TWO ' LOCKING RODS 05 AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INS�ALLATIO AT ANY ELEVATIDN. HV LOCK �& OR 0 SHALL BE ATTACHED TO @ OR R3' CENTERMATES W/ SAME SPECIFICAPONS AS PER MANDATORY CONDITION dt. LOCATION OF LOCK/LOCKS, OCK/LOCKS AS; APPLICABLE SHALL BE AS INDICATED ON TYPICAL r7 SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2_§ . � OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMAIIS TILT a OR S3 SHALL BE AS INDICATED ON NOTE (1) MOVE. LOG ON OF LOCKS SHALL BE AS INOICATEp ON TYPICAL SHUTTER ELEVATION. 4. 12 IS USED W/TWO HV IIX'KSy LOCKING RODS 5 PRE NOT REQUIRED AT-1URRICANE POSITION.. SIX MAY BE USED IF DESIRED TO ENWWCE SHUTTER PERM NANCE. LOCKING RODS D5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). V S. INOATOM NS AT 12. ONE N. LOCK CK 9r or SHALL BE USED AT CORNER OUTSIDE R I FOR ANY SPAN AND INSTALLATIONS R ANY ELEVATION. HV LOCK 124 or 2_TOI $HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 3 ATTACHED i0 53 CORNER CENTERMATE W/(2) 1/4 m-20 x I/2" LONG MT HEAD S.S- M.S. TWO LOCKING RODE 15 Y AT TOP & 80TiOM SHA L BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES. SHOWN ON SHEET 12. OF CORNER CENTERMATE. ar 1/4 0-2ox3/4- S.S. THUMBSCREW TO 21: OR C2 CENTERMATES SHALL BE MADE W/ 1/4'0-200/P ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEE! 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR iW0 LOCKS AT 1/3 OF SHUTTER SPAN. T. MANDATORY DOWDIIION /x FOR MCI IONIC ,,ON : ONE HV LOCK ;E� or 23 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- BBOVE OR BELOW 1/2 OF SHUTTER SPPN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or ;$ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ mr 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x. 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SRALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION. USE OF LOCKING RODS g W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. AS xi HST BE 3/32" OR 12" 'B''T�&°"d I. 'NOTES ON HD LOCKS & CENTERMAT S' /-` TYPICAL ,1 % HV BLADE SHUTTER ELEVATION N.T $ I. Hyl/ ND CENIfltWTEs' OR �"�' W/(3� ; ONE ALTERNATE Ha LOCK(3 wY�BE USED IN UEU OF H LOCKB OR OR ANY $PAN AND INS AnONS AT AN ELEVATION. ERN E HD LO K C'l MAY BEUSED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF NO LOCK V� TO��yy IS W/ 3 18 x 3/8' FN. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT & AS SHOWN ON SECTIONS HOD-W AND HDC-HVC, SHEET tO. LOCK MAY BE INSTALLED AT li(!/I/LnAniigr ' MIOSPPN OR 12' MAXIMUM BELOW OR PBOLR IAIDSPAN. USE OF LOOKING RODS IS COMPIIIELY OPTIONAL. FLORIDA BUILDING CODE i h elocit urricOne one' tLll'�P"•"•"•®2011 l LlE�C p A.S.S F/STERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System Y .a :• i /� '9 T.• TILLIT TESTING & ENGINEERING COMPANY ..n.... sL. sN. s.. I...... 1W.. el Fh— : 0.1)B)I-1530 . Fox : (ZOS)B71-1531 -maa plHmomL<am B-0006719 WeLTER A ➢I Jr: PE. iU,oCk Uo. 1 MI61 .A. American Shutter Systems AseoclatlOn, Inc. 42B8 Wrvat R, 0s Drive Wept Palm Beach, FL 33a0> Phoae: (fi00)432-2]04 . Fax; (541 )209-8380 H.V. BLADE Mi W/ CR W/0 HV. WHOM ElALE pLV.Kn ..ORK.. paR pRpWry I o;n Is-oep a/pen n r: or/az/n •• Y�; It1t _ =°/ONAL fNG� lttt Je������J(� P.E�$EALrv.bwMLxC/ DATE y DRAWING No 17-1�L CONCRETE N.`CnNs (SEE SCHEDULE ON SHEET 13) �� S Z72JOR'�J E. �0. �/ r SSD' Mm'. i 1 I � I' MN. SEPNNPCN CUE�av ,: sCl I1 MR C1ADE�LNA I .. FORt. tlA:O nV54� ) ExlmNc (AI HV WALL HEADER INSTALLATION w •ui m a1EE rva P.LU1 vTv POURED CC OR CONCRE wnu REDu NOTE FOR COMBINATION OE SECTIONS, I- SEE SHEET a FOR TYPICAL SHUVER E D. m EDGE DISTANCE ASSEMBLY (SEE WEC6KAnONS ON SHEET 13) 2- UCUNPNG SECTIONS GW BE COMBWED IN.ANY WAY TO SUIT ANY INSTALLATCN. POURED CONCRETE OR CONCRETE BLZKX REOUMEO SC E ANCHORS -MACHNE SCRE S.B. SCHEDULE ON CONCRETE ANCHORS ! N7 1/4 SCREWS 13) j' 1 (SEE SCHEDULES OM l w/ 0120 f' ( SHEETS 13 k 1MJ ) NUTS O IZ' O.C. T/CINEmu/a'ss ta 78 �EO EO MM.HINE SCREWS ' VSINO tµ'-20 NIBS X 19 rED D1 I O 12' O.C: � I- ORR /i-"- ' 075 ,.I 2s0' Max. E' D. / T —OPnoWL MIN. SEPARAnON 'L , TO CUSS '1 —(SEE SCHEDULE ON SHEET 11) i� HV WALL HEADER INSIATIAnnN MIN, SEPARATION NCU L �. SCHEDULE ON SHEET 11) f ��' OPnONAL Iili fl Ea` I. D LI 1/z•�l ��—� i 1/a'a4, LEO EO PHILIIPS • I —I%OR 15 MACHINE � 11 Min. 7 TZNCRETE ANCHORS (SEE SCHEDULES ON SHEET$ 13 k 1") CE HV WALL SILL INSTALLATION ♦ SEE LIMI�4TION5 OF USE TOR BLNE � ON SHEET 19 —[,; — OPnONN. MIN. O SEPNUDON GAS (SEE sCHEOUI£ ON SHEET 11) y'i %` :HV WALL HEADER INSTALLATION MIN. SEPARATIONTO GLASS 6ST—(S 1 EE SCHEDULE ONlY •_ SHEET 11) •�— aPMMAL -1/1' Mor. /E L n Mae.- 1 � 7 © °R aR I /4- &S. / U'S Mr REWS USING RS O 12' O.O. _,^.: T CONCRETE ANCHORS \—(SEE SCHEDULES ON / ZUx3 a 1 4'a- / ' S.S PWWPS TRUSS NERD IMONINE SCREWS POURED CONCRETES SNEES 13 h 1M) VI/ 1/4'-20 NU5 0 12' O.C. OR CONCRETE ELDCK REOUIRED f,. 1 ( . HV WALL SILL INSTALLATION INSTALLATION DETAILS W 11 HV BLADE iTT o A.S.S.A. •° STATE DE + TILLIT TESTING &ENGINEERING COMPANY American Shutter SYWOITIS �F Q R s n.w. ewa s. s1..aoe, vm u umExs, rLOP>H .Tma Ph— i (30S)ET-IEJO . rox : (D05)ml-ISTt Association, Inc. 42E8 West Roatls Orive �AO'ttlt -ss'• ,,,,,E \� 11 a-nwil: mteawoism 00.71.UUT VYext Palm Beach• FL 33407 Phone; (800)<IZ-2204 Fax: wxTu z . P.E . (5EQ209----- P.E.-S RC'fOATE IDROA La. / 44167 Accordion Shutter System HV. @_1PE #1 W/ CR W/G FLV. W NM dACE REv.xe Mill. oWrEW—� OLp 1S-O90 n/Oz/ 1 POURED CONCRETE ANCHORS CONCRETE :t�(SEE SCHEDULE ON SHEET 13) REQUIRED — /, ME OF D spPUUBt£ IXIS IFG ) (F ,.f Duss' N / ED-1.E0-• r� I I � 1 oa 1 ow 15 1 I 4J ITJ- tG HV CEILING INSTALLATION IXI$i1NG CIA55 114:3/4- HEN HEAD - TER SCRLwS a a• O:C. GO 1/Ib-$0 ss. N.S. eq NUT VO.C. OR gr* _v H I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) i (B HV FLOOR INSTALLATION t MIN. SEPA FON TO CUSS TEE SCHEDULE 0 SHEET 11) -aEE . af. 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W/ EV LOCK _ 5 V OCK TO GLASS; 5n7 o (SEE SO ET ON LI --- -- — —�— _ -- — ; '— v� 1J 1 —O� w 2 '6�-/ w0 EH UT ®w *r' Or o+®w®®©®w HVA HVB V EXISTING GLASS r POURED CONCRETE OR EXISTING'\ Ll` °P®` O°1 _ _ _ _ _ _ _ _ _ _ _ 2p+Ovrt©_ l_+J""Q'©w T _ I RE JNCRED BLOCK V: L COM ED Guss 1. E%ISTIN I j. SYMMETRICAL CENTERMATES* _ 607 +©w�b .7O•®w ! , MIN. SEPARATION i—® IN ��,^©+�m.�. TO Guss 5 O-'\ MIN. \, °"®'® * RATIO SEPARAMIry 1, �/J may, ® w I qi' W� HV LOCK ILOI OPTIONV. (SEE SCHEDULE ON (INTERIOR) 1 O` ®w Q9.((�3 art 1®+�$ wO9 SHEET 12) 1 ! T0. \ V \ (SEE SG1E s. \ I N Ono NM1L ON 5'NEET II) \ � (INTERIOR) v+®` OUT � I -CONCRETE w 3 VARIES 90 "2 w © OUT 6 1/2 MAX. SLACK OUT (EXTERIOR) HVE VV HVF** � HVD FLORIDA BUILDING CODE (High Velocity &,icon. Zen \!II P�'r�\(vPE�iS�``,,✓� �= C 2017 EASTERN METAL SUPPLY. INC. A■�■cA. BERTHArS Accordion Shutter System * I L E C 1 N G. Ma7■/iHV. BIDE $1 W/ CR W HV. 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Fast (561)209-93M FHVC SYMMETRICAL HD CEN W/ (.!Zp LOCK (INTERIOR) } ffi mmES 6v taCgiW W6i®e W ®1W�5 W 94F f R* wexoEC3� _ cmnmuuo wnunan six w/oFQ Accordion Shutter HV. RAM #1 W/ OR W/0 FLV. INC. DRAWING No 17-122 \ 1. I v POURED CONCRETE OR POURED CONCRETE _ POURED CONCRETE ------ - - CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE _ ppOURED CONCRETE REQUIRED - /�. �/ BLOCK WALL REQUIRED / BLOCK ff LL REQUIRED --- ---�'-T OR CONCRETE p� pEOVIREC CONCRETE ANCHOK� ,9 �E%ISTING GV55 f C f �E%ISTNG GIA58 C' b i6 0C / F-E%18➢NG GV55 % �- 1 _ _ !.: 2• MIN ' EXISTING GLASS 1 2" MIN: -I .- uN. SPAFATILW J_ _ I J TIN, 9Pp4ATUN TO Cuss (4i ' / w,m11E ON V= - Mln SEPuunOV[-1- EQ Ea ro GLASS (EEE 11 FOR, OADE�EA40 TO CIAO (SE I N. SEPARATION SCHEDULE ON SHEET I/16% MAx. ON SWIV 19 FOR !' SOLE OV SHMEr f / TO GIA55 (3£ 'pN�g{EETj9 stARE �Cp 0 (6063-ifi) CONT. 00Lt5'101.1� . 11 FOR W/DE!)AKQ ak mHvuLL w SHEET (LOCATE AT �� g/G55Oy �Jp ALUM. CLOSER � ON. 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IL^g .,L31• Ja y^3 �. �3 fi: CS- c°N`NEFE BLoac. Wu1 '.01 .y .� 23 rr 53. �cl > 1J].� v J- END INSTALLATION REQUIRES 1 Jr.T"i ©G a v Z Cs- 0 L. n HV BLADE OR 16 HV WINDOW BLADE INTO 6 ',@ ®R '6 ' CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5 C Za.[ �� rR.. .C9 vAf pD CONNECTION DETAIL 161' _ FLORIDA BUILDING CODE (High Velocity Hurriccne Zon j u *Q. ........... �,lj L ® 2017 EASTERN METAL SUPPLY. INC. �i'c'epasBERTHA HVTK A S S A Accordion Shutter System I'. E -co,.-, ■ KV. MADE #1 W/ OR W/O KV. IMND W a-OPE ■■■ • ��/, ' '* ; TILUT TESTING h ENGINEERING COMPANY American Shutter systems RLv.na 9[suxPTax DAr[ GKAwry ar: uL p'' rATf OF j evs A .:c - sL. M.. Sm. PPDCY 9.PRMS. FUR. U,le nmAssoctation. Inc. 1 oln ss-OSR s/Oy+ wre Dervz/n P+ (=5)Bn-1.0 . Fa.: (30s)871-1:]1 4268 WeDor e..... Rovea De �s'•.... R ` T1,. mall: HIM, a.-. 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NOTES t,t6 RODS ♦(SEE NOTES t,"@ ®(VAOD FOR MouNsu+GQROTES t.}e SHEET T) GIVEN A POSITIVE A.S.D: DESIGN PRESSURE A. CONCRETE k WOOD MSTAUADONS 0.. Sp. CONCRETE h WOO INSTALIpIKIN$ 0 Nwi Ayp CONCRETE.I WOOD INSTALLATION$ 0 � o CONCRETE RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE P6R'1 pE4G4 Wy INSTAUAn"S CNEN A NECAVI AS,O. DESIGN IIALL MOU.NC T100R/CEIUNG" IIOVHi1NG wNt uWN11NGS y. \ mESSlx1E oAINC PM591Ff. nNG PR3NPz PEW P"f x` rL00F/RIIInC NDNRING PRESSURE RATING, DETERMINE IAPAIAIUAI b+p TLOpR/CEWNG 4GUHPNL$ (P.:.IA ROOft /CfluxO MWxnuG LR SPAN L- MOM SCHEDULE. _ (+ d -) Lf PV -) 7. (RI L- (11 I P ") ROLR /41 MWNNNG L. DD Ls'- FINAL ALLOWABLE SPAN IS EDUA L 4 (A) L- (X) L 5 (fl) L- Irj i f (fl) L- (fl) ]0 13'-2' 16'-0" 13'-2' I6"-0" 30 IT'- " 3 14'- " 9_ 'b 1J'-I" 16'-0- ]0 IJ'-$ I8'-,' E MINIMUM TO ME y ID DETERMINED ED $PAN 35 12'-8- 14'-10" 12'- ' 8 la'-IO' }5 II'-9• i]'-8 JS 12'-]" 15'-l' JS 12'-8' µ'_10' " A BETWEEN "Lti AND 'L-'. E 40 12'-3- 13'-10' (3) PROCEDURE TO DETERMINE MA%IMUM 45 11'-11 IY-I- 1L'-11 13-I" 49 II'-1• 12'-0 45 I1'-9" 14'-3' 43 11'-II' 13'-P SPAN FOR COMBINARONS IN BETWEEN 50 1P-T' 12'-5" 11'-F- 12'-S' 50 10'-9' 1.1'-5' S0 I-6" 13,-7 50 1t'-T• IT'_5• WALL W/ RDOR/CEIUNG MCU INGS: 55 10'-8• 10'-II 55 55 H'-P 11'-10- FOR A GAIN POSIT E AI.O. DESIGN d0 11'-1 11'-4'• 11'-0' I1'-4- 60 10'-3 10-5, 60 II'-0" 12'-< 60 10'-2 10'-11' PRESSURE FATWC: - 65 10'-0' 10'-0" fi5 10'-9" li'-11" 65 9'-5' DETERMNE: Tn 10'-6 10'-P' 1(1 _f IG _M1 �n n� e• n _o .,. .... �. _ __ __ _ 10•_t• L1+= MAX. SPAN FOR WA MOUNRNG ATIV[ A,S.D. DESIGN FOR WALL MOUNTING MOUNRNO INSTALIATONS. 0 MAXIMUTA SHUTTER SPAN 1+ OR 'L-' FOR FINAL MAXIMUM ALLOWABLE SPAN INSTALLATIONS INTO V40D TO WE MINIMUM SM EEN SHALL. BE LIMITED TO 105 O AND' AM, DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE Vif MPXIAfUM..AILOWABLE SPAN AND N AS.D. DESIGN PRESSURE RATING' DETERMINE MAXIMUM ANCHOR SPA T Hl.V.. CORNER CENTERMATE 83 MAY RE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION N2' NOTE #S, SHEET 5. tt EXCEPT LSAT MAXIMUM SHUDER SPAN 1+" OR I-- AND AOIMUM AGO. DESIGN PRESSURE RATING FOR INSTAUA¶UN$ INTO CONCRETE OR CONCRETE BLOCK SHALL. BE UMDED AS FCLLa,15: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,72 p,s.l AND 8'-0" SPA�14 SEE MOUNTING LxI ONE SHEET T. 4. 5 PARATION TO GL6BS orn IRE (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FCR SHUTTERS INSTALLED WITHIN THE FIRST JO'_O' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION M GLASS FOR SHUTTERS INSTALLED ABOVE ]0'-O' ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION 0 GLASS SH UTTER W/ ON = WITHO UT LO'^ KIN - RODS 'SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN r'TA—X'��S CENTERMATES OPPOSING CENTERMATES 105' OR LESS 3 3/8"s 4' >IOS TO MAX 3 1/6-f 4- ALLOWED (�J]] USES NOG EO VALVES NR XYCEMERM4i5 STPARATIW/ ONE L CK & TW A 0 R00 RWBH Oh' Y TWD D KS 'INSTALLATION W/ INSTALLATION W/ iIM `"'—A"'� OP2451N0 2 3 4- .• / 3 J/!6- 3 I/<� '- UaL 2 IP116 FOR HV T LOCK l�0 W/ Q9 •" USE 4 1/8' MR HV •T' LOCK 0 '!I/ USE. INDICATED VN.UES. TOR HV CENT MATE . INSTA ATIDN ND CPYI 8 WNSORt .00 WALL A, B, C, D.E. M. N, o, P. 0,. R. MOUNTING F. K & L. fl.00R/CEIUNG G. H. L It } d T. U. W & X. MOUNTING ,F M. Cl) HV BLADE "` ER A )j "' :e : • / fL j� 9� TLTEc* p , ,,G TESTING &ENGINEERING COMPANY sRGaw va . Pnond (305)611-15I0 ,Fay : (II)6il-ISJI --mad: me-.d.mn, w'ITM A NUT Jc PE MaIDA U.. 4 4.161 A�a7'�S'�A� Shuft SY9m tion. Inc. 4268 \Vest. RaG05 pr ve west Palm Deaen, tt 3340T PM1one: (d00J<32-2204 . Fax: (561)209-8J80. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HV U Accordion Shutter System HV. BLADE .M P{ oATfW. DfTIWT LO a-pfioxw. 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('c . ] Mai) - 1/4"0 TAPCON µLED 1MtfADFOpM TECHNOLOGY ANCHORS , AS MANUFACTURED BT LT.W. BNLI (Min. Fc . ] RO TAPCON AM AOVµCED PoINiS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCRnY, BOLT k SPECLALTY COMPANY. (ADn. Fc = 3 MI) - L/4"0 BLUE TAP CONCRETE ANCHORS W/ CM A5 MANUFACTURED el i1Dg10A FASTENERS DIRECT, INC. (Min. rc -, 2 Lai) THREADFORM TECHNOLOGY. - 1/4b TMPni} ANCHORS AS MANUFACTURED BY POWERS FASTENER$ INC. µ0 OIMB,,TEO BY ALL POINTS SCREY/, EOLT R SPECKTT COMPANY OR ANY OTHER MPROVm LICENSED OR AUTHORIZED PENVOR REGISTERED ATH ME N1 -SET AMERICµ SHUTTER ,TENT] ASSOCIATION MC OUR. rc S b,) BLUE TAP W/ CM NOTES: TAPPER+ AT) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAOCDN WITH AAMCM THREM FORM TECHNOLOGY ANCHORS AND TAPPER+ µCHORE IS 1 3/4. AND FOR BLUE TM W/ CN µ[HORS IS 1 1/, A2) MINIMUM EMBEDMENT OF I/4b'A ]/4' ALL PORTS SOLID -SET ANCHORS BNALL BE J/e" HMO THE POURED CONCRETE. NO SURIEC AEM 9£'LuyAnNS OF SEE TOR INTO STUCCO SHALL 9E PERMRTM. 1/4'0-20 5.5. MM,,, SCREW USED SNAIL BE 11/2 LONG YINIMUu y10U{p STUCCO ED, AN, 1" MINIMUM FOR WNL5 WTM NO STUCCO. 9ME' QN 91FFf I9 A.]) IN CASE MAT PRECAST STONE, PRECAST CONCRETE RAM=- PAVERS OR ANY VENEER SE. FOUND ON ME EESTNG WALL OR FLOOR [HORS Mi BE LONG ENOU" TO REACH THE MAN STFGCTURE BEHWO SAID WALL FINISHES, ANCHONAGE MAUL BE AS INOIGIEI ON NOTES A1) k A2) ABDVE. FOR INSTALLATIONS 9N WNYL SIDING OR an WITH. OR WRNOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALWTON INTO an AR H METAL STUDS SEE SHEET 2&l (8) TO DUSTING CONCRETE BLOGK: (ASTIR C-90) - 1/4"0 TAPCUN WITH ADVANCED MAGA➢FORM TECHNOLOGY µCHORE, AS MANUFACTURE) BY I.T.W. BUILGM - 1/4ro x ]/< ALL POINTS SCUD -SET ANCHORS. AS DISTRIBUTED BY ALL pOIME SINGER. Bain k ApMXT, COMPANY. - 1/4"0 BLUE TAP CONCRETE. ANCHORS W/ CAP AS. MANUFACTURED BY FLORIG FATENERS 0IREC�, INC, _ - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENER, INC. AND OLSIRIOUTFD BY ALL POINTS SCREW, BOLT k BPECVLTT COMPANY OR ANY GIVER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WNH ME AMERIGW SHUTTER SYSTEMS M,,i TION IMT NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP Al GP ANCHORS 00 TAPPER? ANCHORS IS I I/4' µ0 TAPCON TaM AWµCEO THREMFORM TECHNOLOGY ANCHORS a 1". 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/V ALL POINTS SCUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO ME CONCRETE BLOCK. NO EMBEDMENT INTO SIMCCO SHALL BE PERMITTED. 1/4' 0-20 S5, MACHINE SCREW 00 SHALL BE 1 1/2' L-ONG MINIMUM SHCULD STUCCO EAST, µ0 T" MINIMUM FOR WALLS ARM ND STUCCO. B.3) IN CASE TOUT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON ME EXISTING WALL OR FLOOR. ANCHORS MAIL BE LUNG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SAID WNL IFNISHM ANCHORAGE III BE SS INDICTED ON NOTES 9.1) Ax a2) Mi FOR WSTALL IONS ON SUNK. SIDING 09 an WRH OR MTMOUT METAL MCS CONSULT MIS ENGINEER, FOR INBTPLIATION INTO ERS AM MI STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLO'MNG ALL OF ME RECOMME@6TONS AND SPECIMAMONS or THE M'CN.R'S MWVFACMRFA (D) SEE SCHEDULE BELOW FOR GCE DISTANCE (ETD.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1 V BLADE 0 1 HV BLAD 1 HT 0 BLADE WORKING IN UNISON A E VERSUS MAI(BIUN µCXOR 9xACINCS ME VALID FOR EDGE OC ARM WOICITED BELOW. FORE D. LESS MAN ME MDICATED, REDUCE µ[FOR SPACING V MUOPL'NIO SPACING SNWM ON SCHONE 8Y ME MaCWWG FACTORS REDUCED SAPLING GROUND) USING FACTOR SH4L NOT BE LESS TMW MINIMUM SPOCING INDIGTEII MR EACH ANCHOR TYpa, FACTOR ACTUAL EDGE w/ AD/µcEn � ALL POINT SOLID SET BLUE TAR W / CS' TAPPER DICPNCE MIN. SPACING MIN. SPACING 4' MIN, SPACING] 1/2'MIN. SPM]NE ]" ] ]//' 4" WldT CW]i COMPETE MOLT KURM WNCfl[TE" & FOUR U CONCRETE K RNIb➢ mRIE CORARCE , NN M.3 Ur MN ED, I II LO�NCR� B LMf CaNfREIE 9TL0CK AR ED -3 1/2' N. 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I5 - - - - - S - - - - - 6 - - - - - 105 4 II 12 8 6.5 5 3 L5 .5 5.5 4.5 3.5 - HV BLADE OR di HV BLADE W/ 1�A HV WINDOW BLADE WORKING IN UNISON+ . s¢ ux a, ixFW[T I� reR -H NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. M5x0lS M WALL,ROOR OR =0 WOOD SORB As 1 BE AS FOLLD1'F: 3, NBST W b CpsEI OF ME FOLL01NNa: -SONXERN ME Nm 2 W/ G=O.59 (N.Ds) - 1/4'. WOR. ANCHORS I5 NTBW ryRED W I.T.W. BMDU W/ MMINIIM VNEUR.ETR p R,B lE➢ M -DOIIGUS FlR W/ 0-030 (ND3) EACH SECTION ON SHEETS 16 & Is. -SFRVCE PINE PR NORM W/ G.0.43 (µpS) IXCEPIOM SEE NOTE 2 BEIAW. -SPRUCE PINE FlR SOUTH W/ G-0.36 (ND.S.) 2 ANCBMS TO HOLLOW COUNO SHNL BE AS PER MOUNRNG 119E U. SAW 11 AN. SI CONSIST OF -MIN. I/2 WK K)BOOD (1986 APO U t SCREWS AS PER NOS M15 SPBOPICARONS. a, MCHORE SMJ11 BE IRRiµ1E0 FOLLOWING AL OF ME RECOMMENNIONS MD SPECIACABONS OF ME ANCNORs BANURCIURER tlC/✓ METALINC. a��E GE > �L A.S.S.A■ BERTHA VTMY Accordion Shutter System ,,yy�� �j1rU�] H.V. MADE Wi W/ OR W/O KV. WINDOW SLADE %r • '}r TILUT TESTING &ENGINEERING COMPANY American Shutter Systems REw.xa peSCRlmox p[rt Dxnwry 9r: 11y ap u-pea /pz/+ w1E w/px/n ' d '- SiATt �1 [355 N.W. 361n: su. Ss. ws, uli.s..., ROwn nm Assoclatlan, Inc. :......]i-ISJO (305)811-1531 -mml: 6u.reaal.cam 4268 West Roads 06ss West Palm BeacM1, FL 334a] C'A' Off,'•, .Ft tp5 AA (([�(F P 9 DRAWING No 3 �h I e./ ���(�� t P.Fi,, biwi N�1eFC/JW WKIER A TIWt Jn PE FLWM u . ! 44167 Phones (800)432-2204 .Fox: (561)209-8380 17-122 curry 1 5 t SHEET 15) f Uh.r I II II, jL�-I( IIHW}tl'' _ 1N^t J �IXISPNC MIN 1tLL0yl r =2.4 moD HEADER REQUIRED 1 OR E%Fl H IXISPKC MIN. I I -4-xa WOOD E%ISIING Uµ WARAVCN I HEADER REQUIRED clAss t ro �(EE MIN. SEPARATION SCHEDULE Ov I IQ GLASS 11 FOR @AC£ I W 19 Clt E%GGPYNOSJ}--ISEE 5CHEDUUE GA fp ON SHEET 11) OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION COSTING - I MIN. SEPPAATION GLASS�.a MIN SEPAWnON TOUw 1 TO GLtSS (SEE SCHEDULE R t COW. SEE SCiEOULE EMSIINC /4 pp5y ON SHEET tl) WOOD PUTEI ON SHEET - REDD-. M' _ 20 SON, N/ •". WALL j�iy{InV{HINE ID i I/' 20 NUTS 0 �(`� C1,.. 1 I 1yI /J Deli I aR� 44' COW. AMD "ATE I t 4 ,�1� C EP—ED (- i/t a TAPCON MIDI ADVANCED REO'D. lI_ I la -1' Uin. ,I/6Y THROADFORN TECHNOLOGY t{ TAPCON \VRH ADVANCDO k.' as 2N,I. COW. III PLATE RECD.. ( HV WALL SILL INSTALLATION MR. spavenoN (SEE r— TO CUSS KED NEU 11) VUE IXISnN4G I ON SNEE71) GV55-+ ' 1/4fm 20%3/4 SS I MACHINE SCRHS USING 1/4'-20 NUTS I 01r O.C.— __ 031 V W/ I/2' Min. PENETRATION Of i MRFAOEO AREA INTO PLYWOOD. (SEE SCHEOUt£ ON SHEET IS • 1 ': 1 j ) 1 �I 1/2' MIN. Co. PLYW000 flE00. 1 �IX51W6 MN 2 xC STUDS O IV O.C. MVL REO'D. PLYWOOD i0 BE ATTACHED TO STUDS IN ACCORDANCE WRH CON 23II CF ME PB C ©HV WALL SILL INSTALLATION / _ THROM)PORM TECHNOLOGY'p W/ 1/2' Win. PENEIRAPCN OF -_ I " MRPADm MFq :MO PLYfYCl00. \ IXISiWG MIN. 2'x SNOS / '1 (SEE SCHEDULE ON SHEEF 15) 0 IC' 0.0. MAY. FOOD 1 L PLYWOOD TO BE AMICHEO TO 1/2 MIN CO%� ' WALL FINISH SNDS IN ACCORDANCE WIN PLYWOOD Ri00. SECTION 2322 OF ME F.B.0 x;lAnuA�HV WALL SILL INSTALLATION 1-SEE SHEET 4 FORTEICAL SNTTER ASSEIIBLT. 2-MCUNRNC SECnON5 CAN BE COMBINED IN IJIY WAY i0 SUIT ANY INSTAL1AnGN 1Hg54pFOR_M 1ECXNOLWY y � 3 4 CDNI I V!/ 1 1/2 Mn PENEIPPPON SRL PIAIE OF OM OF AREA REOD 1 x}yply MlplWpni OF MOD PUTS. _ _• FINISH (SEE SCHEDULE ON SXEEF 15) ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity HMmicone Zonej ♦ SEE LIM,QAPON3 OF USE OF dUOEI1�)aH SNF£T t9 � • �L\ ........ `/%�. \�eEAIs'•.?'? • > •i i _o InG. TILUT TESTING A ENGINEERING COMPANY o5a xrr. SEIn. ".In. S. M.. auM.% waw ame me : (5UNIFIN-1530 . Fa.: Po5)871-1131 all: 6RecoAad.mm x� ACGUeNT11, PE :tORMA De. A 4A167 A.S.S'.A. American Shutter Systems Association, Inc. 426a Palm Weal GO —Oriva 'Nest Beach, FL 3340] Phone: (BOO)Q2-2204 . Fax: (561 )209-8300 C 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System HV. BADE #1 W/ CR W/O HLV. WINDOW BADE P' /7 'p+! D •'•. TA t P J Q �C' r Y -. ^fs' ., It S+toNN pp11 E�j�y\lllll PETiUCJS11;RAtMRErwE A... DLscmPnaH DATE DRAWN ch,. N1 , aLn 1s-Dfio a/oz/+i aos w/ax/n DRAWING NO 1 %-122 5 SHEET 16 OF 20 WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B 4DE 1 &� A WORKING IN UNISON (/d'0 TPPCON WRH rADVANCEO THREAOFOflM TECHNOLOGY W/ 1 1/2" Min 4SB' (Mn.) EGSTNG, 'HOOD ED _- 2_MIN—^ rEOGE (IF APPUCASLE) f PENETRATION OF TIRESED I ARE' TO IXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY �' A E_ HEAPED, I/V'4-2OsS/V" S.S. OF EXISTING WOOD REALM _ \ (SEE SCNEpUI£ ON SNEEr 15) PHIWPS TRUSS NEdO _ -•I"Mtn: INf SCREWSRECISIEREO 19 E0-LEO- W/20 NU15 TO BE CERTIIF EO W ENGINEER Ofl E. ARCHI PRIOR i0 SHUTTER Yx =_ --_� - I/2"-:' I/2 - EXISTING WOOD TRUSSES OR RAFIFA O 24- O 12' TC. INSTAIRiION 1/4-. TAPCON WRH '�-i-'J'--�� O.C.REQUIRED (1 j 1 oa 15 ADVANCED THRFADFOftM h _•( 257' TECHNI PENETRATION OF THREADED n EXISTINGMax.OFFli I M°° -OPiIOxV_ AREA TO IXISIINC 1Po00 REM (SEE SCHEDULE ON $XEEI ISf 0�- Q dHxJ/4 C EO E0� SNS ,I j- 1".V'tl/6" CONY V. Tfi 'yI ,j(@�}jjjj (r O 6' OC 11 or 1© or 15 (606] ALLOY) W/ (gin/PARER ORSTR Sv !it_ •: "-: �1 ar 1© or O5 �. M EXISTING MIN SxV" 1MI ) EKGH G' HEAOEft NEQ'D Ylv. SEPARATION tll II ;I ' LOCATE LAG SCREWS AT MIDMOTH OF EXISTNO I MEMBER. (2" M'n NOMIN TO GLASS OP STUD WAACLFPTEACHJ : W/ 2" No. PENEIRATO (SEE SCHEDULE ON SHEET I I) r CL155---- I 5/16 0 (AG SCREW k BMWINSTALLATIONS WITH R / AT CENTER OF TUBE. �LP.yjf 3 MAX AS D. DESIGN LEA I•'I' _; Me ''�( ry V-0' MAX SPAHL Ti15 INSTALLATION IS QS HV WALL HEADER INSTALLATION 5O°°"`aA.-c',epEo !'' (tI R ONLY Y M 9rtI 19 Ftlt IXIsTING n R�.�T I FOR MOD W/ MIN. SPI N.asCe Sa GLeSS.� ". dnEGRAMTT OF O _0 AS Do a ex gAy�y� 1 GR ®� MR OR SOUTHERN PINE DIES: I -SEE SHEET 4 FOR SHUTTER ABSEMBLY, - -r I OR ® , I' OR EOW.L 2-MOUNTxG SECTIONS CAN BE COMBINED CAN IN ANY \W,Y To SUIT ANY INSTALIAGINI '`J)BV CEILING INSTALLATION I )HV CEILING INSTALLATION 1 GR ®e MIN. $EPARATIX4 N(ia4 (HH 1 `11aN6 {�}y{ rMIN, SEPARATION - I TO GI i0 GLASS (5E£ SCHEWLE ON SHEET 11) I" 9s¢i EXISTING11 �: i (SEE SCHEDULE cXELT I EXISTING GI I GL6S� giy .� jt{'., ON 11) i ; I; ANCHOR II t E WAIL_;. LOGnoN ,. E%ISTNG TI"j� FINISH; III 19 M x Max, u ] lf- ]A6 LI"' 1'n 6" IN. WOOD \ GLA55- 1 I I ��AIZx ERd' HEX ' j W0.'HER HFAp TEK SCRCMS O 12- o.c �. Dw MIN -RED OIXF flEOUTALL �(No .-ISH ALLONED). C 130R© DECK REQUIRED (NO MOWED) - .--- �- OF x � I _ '.., FINISH ..,,.I 4. _ F0GRo"FAM FE MOE TO i )11 )1)1 TECHNOLOGY WI 1 1/2" Min. W/ I/4 -20 KLEE V, ��2" MIN.-.' nn' w/ r E14' CONY PENETRATION. OF THRFPOEO 0 12" O.C. —�-- �'-� DECK IF PfrurvON OF ThIRFIDEO SILL CUTE AREA O MIDWIDT1 OF WOOD 1/4"0 TAPCON WITH ADVANCED WREAOFORM TECHNOLOGY APPUCABIE —2- MIN. AREA 0 M hNOTH OF WOOD PLATE q1^:x PLATE •SE 1/2' Min. N SHEETI 15 OF MNFiDEO AREA INTO WOOD DECK ) , --SY (SEE SCHEDULE ON SHEET 15 .. (SEE SCHEDULE ON SHEET ts) (SEE SCHEDULE ON SHEET t5) • s Eri`a NG.�6I DF 'I. HV WALK -OVER INSTALLATION ' LVI HV WALL SILL INSTALLATION •.W HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocev Hurricane Zone,, ��(rAA T!d<ij • � ��p� TILLIT TESTING & ENGINEERING COMPANY I AN. "U" so on. Uo, nRc:Iu Awn. amltA oo1A fi Ph°nv : ODOM-= . Fax: (SOf)6T1-1531 e .I: I'MeM°I EB-GDD62,9 WLLTT A m # J,. P.E FNflkl4. tie.l A41fi) ...� A.S.S.A. American Shutter Systems Assocta}lon, Inc. 42E0 West Raatle' Drive West Palm Beaoh• R 33407 Phone: 900432-2204 . Fox: 561 209-8380 ( ) ( ) ® 2017 EASTERN METAL SUPPLY, INC. BERTHAS Accordion Shuer System Shutter HV. GLADE 01 W/O HV W/ CR . 'WINDOW HALE y 'Ei 5 GTATe `� RLvxa QExallmmx DerE QPAWN fir: IAL 1 OID 16-a6O 6/az/1, wTL ofiro2/Iv . ? .rt;••... (t r,A�1 R'L3 TEt 2 DRAWING No 1 �� I ZZ 5 SHEEP __ 17 OF 20 "'a ON mOD SNOS 10.5 KPJCLw£) wsu N Isx EamxE ENAss� v /E� END INSTALLATIONS 1 - HV & 'JA) HV+ BLADES INTO 2"x4" MIN WOOD STUDS �V EEDC�HRiMPoRM If / R14' MIN. WOOD I; �— MON.I= IPN LWIDEW 6m� REO'D. .0." Swat. + ! \ /\ � x-.e N. Wa.D \ 1,/ -uM REa'D. I� \ ON / /] N6wL6 ,� k FwNNux.N.m ,� P. I xo SNSO FRISr _ / •t EYImnL GV65 ( /' .—ExR1WC QASS RYNeOp" / MIN. CDN IEH SPN41W _ _ WIN. 5'➢gM 0. gW 1/f e•.J- xnx. ; , wms aN r .vz[�a K. Fw (sn�s-T6) conr. rswx` 4/2• ON, coxb11 RA aaa.9uo 1 FM aare.D arbooD. S. ", 0,. ON Nu c�T+a 1. NNL aN SNOT". 1/S MN. PAi. 0L 7 n ni MEN SIDE OF©) /1Lal/x' S.uS. /x• S,u,S. Oi6 O.G B'e�1 1 6 O<. y}/OR'g♦ END CONNECTION DETAIL (� x waEy 1 ILJI' I OR yq 0.w¢a me sa w. I I I OR:♦ SIDE DnuL x ♦ 1 ORSR♦ SIDE CroHEwCR05 E SSI aEVJI N ON-. SIDE �mzwONNS END CONNECTION DETAIL vI I�PMEO ExlmNc ��LASS MRENFOR� _ IECXIPoLOGY IM i 4NLxe3 N/ 1 ]- uIN. W" MNVDE9 PENEIS. D.O II ne"S. PRO SNOS O ]' O.C. � 6 O.C. r--max 1/z- mx. END CONNECTION DETAILO Na CUSS In s , I xv vllxE rn sm 1MORNOW .,D64]i END CONNECTION DETAIL 30 • REOWPfD EM] FOR 5Pg46 WEARA rXµ • ccr IUITAnONS OF USE OF ON SHEEP 19 :-6'aV J D:•f3- �W4L nX164 214 MIx. WWD'/ bN1 / i�-ES-V ] s�jg•63- i(1 CR VIEWSY . . ND6 RidO. � f1Nry $.e�-.�T ����- PLAN END CONNECTION DETAIL I� END ��/ ION DETAIL I� X DETAIL FLORIDA BUILDING CODE (Htah Velocity Hurricane Zoc�- 4C[](?flN C{ws ® 2017 EASTERN METAL SUPRY, INC. L•ceNs� '.;� ; �C ` A�S'�a7'�A� BERTHA HVn4 Accordion Shutter System i TILLIT TESTING American Shutter Systems HV. OACE i/1 W/ CR W/0 V. WN]OW ClAOE R . OESLR1Fnox DArz •p. h ENGINEERING COMPANY y '•. S TE CF Association, Inc. OR WN e : M. I OLD 1s j ? a. SL. s. w M xu ONN.s. Rw ats CLrTT --QJ-, Pnane : (JOO)VI-ISM . Ea.: (JDS)Wt-ms1 . sFS •.. .=1ti m'Ee 426e West R..Wx I west Palm Beach, FL 3Ga0] Ea0 a/gz/+/ o ]e as/Ow" ] DRAWING NO ,ORID,; 1S uwanv.can -' sioo N� .1 WµM A mm �.. PE. PNOne: (800)432-2204 .Fax: (segzos-eaeo s 17-122 P.E:SFp69 R6'/oaiE noRos Uc. d cs16> s SHEET D 18 OF 20 TfP. FA fN0 YA1l. 5 Mw0OW5 W.DOW BID D WIIIDOM "N SE END C"=.N DRNLS ON SNEEIS 10k W11P, FULL II NT TAD 41111 1 0 —1 r� , 4 91 9 9- 91 91 91 91 91 9, 91 91 91 9, 91 9s 9- 91 9 9 9 9 9 91 91 9 91 91 9 EpmxG GVSS-i ELEVATION wn smuanW m G.As .(SQ sWDiAE M DD7 n FCR BNE,T ____________ E____ _ MW M55%FT fOi OA'F5 Q'&QN --vp 05 2611 , D nP. ($YYNLiRIGL GENIG'IM,Es' :33? W/Oqd"INO W/o�5s (ETF xa1E A,awEi —� `_—PLAN IL E C —0in, * ;IT11 TILLIT TESTING & ENGINEERING COMPANY SIS! x.W, Jau. 9t, W.. =1 I.. ..' Is'. y P1—: 0MAIl-10.10 F-: (]6)611-I5]1 mc6: film-0O091— FB-OW.". W A TLN L. PE. F1 WOA lie, 1 4161 GENERA LMRATIONe A 0 (YTNDRIDN4 DF F FOR A UtiQ ALenE AMOAOION SURER SYSIFH WORKIN. M I. W. ASD, DESIGN PRESSURE MIMG:.110. - I10 Pal. L MAX. SHARER 9PAN: 96'. ]. AIIDWED MOUNTINGS: 0. D. G & H ON SHEETS S. T; AS Wa, A5 MWNBN6 N, 0. T. U & W am SHEETS 16 & 17. �4.y MY CEHIFRWM Fi_1� B0M w �OR �pqE µyDWEO M1N1 1 Wy MFA1j�� IN A 99 OR BePOSWG IA W GSE OF OPP�NG UYWR 05) MUST BE PICWDEO OMY AT IOORP OR ILC65 DOE OF GEN ENM E 5. W.HM WJiD9N BIApE ©SWLL ONLT ALLDW A MNOYUY OP 9 OPfWNGB (rP N]l6) FaR ©PER e1sDE Ar svAcr¢ 910YVN aN 9HEEI 4. OF TaN. CLEWNCE 1pP OR BONDY fA^.E OF XV AWOU.Y RIME CF ANY ]'P IpIF NR 44 5yyly BE 12'. (a) F" E WEL9 BIME WYIM1'G OUT FROM SOUDERS AT ENDS MAY BE W (D) W WINDOW BIME tO MUST BE USED ALIERINTE TO A SOLID W BUOE 1O THRWGHOIR SHURERS m07mt, (E) CTIMTEs M ALWAYS Be INSTA D AONCENT TO A DOUG W BUOE t AT pTHEfl 510E OF THEM. (F) POLYUR -TE HY WINOOW (4415 BE INSi&LiD SO I— FILE INE MIFRIOfl OF IHE OPEMNC B C PROTECTED, w .. µ YUST BE ONLY INSLWL➢ AND LOCKED USING A W SERING TWL PRWI INQ 8( ALy. 6, DEE .WC1gR SPACWG SCHDUL£ FOR 1NSa3UIMW5 INTO W000 FRAME &IILOIIWS ON SHEET 15. AS tNlp BY SPA4 Am DESGN U (SEE NOTES 1 & 2 ABDNO. T, SEE ANCHOR SPACNG SaRDNE FOR INSTµU110.Y5 INTO pWREO WNCRE E OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 A9 UWED W WM AND D61GV LMD (SEE NOTES 1 & 2 ABOYE) 6. WMWN sa AAATON TO GI YNEDUIE , SMIRER SPAN WNINUN SE➢NWTON TO GU55 96' Yu. D. ALTEREUSE ^+i ONa(C V/ 1 NOTD 4 A6 sz,2 A,SmS.A. AC kV, American Shutter Systems BEv.xo Association, Inc. 4268 West Roads Drt+ 2 West PPIT BeaCN, FL 33402 ] PDane: (800)432-2204 . Faz: (561)209-8380 DRAWING No 17-122 VARIES GRADE 40 STEEL O Mm. Ci 2 ' 43c a 8'b' Dc. n. 0-Ad I is 6' O.C. % DGSNNG GVSS MIN. SEPARATION TO GLASS — (SEE SCHEDULE) _CAVING PNISH AS MPLICABLE I.C: II 143a 1. 1 a s- 0x. r .'I I{ a R * AUD 0 D OF USE FOR 6ERTHA 1 HV BLADE ACCORDION SHUTT R SYSTEM INSTALLATION TO METAL STUD WA LS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.a.(. 2. MAX. SHUTTER SPAN: 84- 3. ALLOWED MO(i ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. OINK 083' n`= p �0 3® 1/4"a NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDI _ _ II E accD• Max. MINIMUM SEPARATION TO GLASS 4]c LENGTH i I' 43 1/4"0-20X3" BOLT 3 1/4- MUST PENETRATE 4�3s 1- . ......' ___ A n W W1, I• I ��� ♦* BLADE SLACK DETAIL HVF IS VALID ALSO FOR 1 1-_____- 1/2• 12 38 CENTERMATE 21 APPLICATION WRH BLADE 1Q w __ __ ___ 43b ie w VARIES Ma. — 0 6" O.C. 'c MS WALL HEADER/SILL INSTALLATION -ExlmNo rwaH As AvvuuaLE I t1w m iinul _ EXISTING GLASS- 1 43a 436 43c j j 9YMMETRYCAL SYMMETRYCAL ' f CENTERMATES W/ CENTERMATES W/I MIN. SEPRU310N vFRI6 To GtASS 2' , I j j.EXTERIOR ACCESS SIDE (GEE SCHEDULE) Ma:. INTERIOR ACCESS SIDE I it gsARvnw ToaAc N IlEY1E Inx Cu ven70 6'\w% anm�E' oa _. ...__.--------- _-_------------- ___ _____________�_ � ___-_______________ �__________________ .-------------- ___ _.__.___ _._ ___.___._._._.__.—_ — 21 Z 1 AD - ' 21 � . 21 I Min.) (Cant.) IJVA _ 61/Z S9.373'- Lv050' `1/4"0-20 T1RI 43 1/4"0 ELCO CONSTRUr1, COMPONENTS SCALE: 3/8'= 1' 1 3/4•1 8 I/4", 0.035• IXICK Min. .20NT. GALV. STEEL 1RACK CHANNEL, 'G<V A-E53 STEM M STUDS G-20 / A/(2)2E0 1/2'TE0 TO STU05 'NT INTERIOR /6x1/2' LEK SCREWS ON INTERIOR h fX1ENOR fpCF v i • I I wcATEG AT HV HEAOER/SILL ENDS VIEW Y ]24 6 I/2" MAX. SLACK SIDE CONNECTION TO TRACK ' *'*� MECCO laa. TILLIT TESTING k ENGINEERING COMPANY .1. N.w. 39@. ot. sa. l.% vAdsx tlNaE16. nand, ]] Phone : (305)671-I530 . Pax : (305).71-1531 a- .4; tiY.etoOoolsom EB-0000719 'I A nulrt Jr. P.C. RDRIDA U. 1 .1s7 A.S.S.A. American Shutter Systems Assoclaflon, Inc. 4268 'Nest Roads On, West Palm Beach, FL 33407 Phone: (800)432-2204 . Pax: (561)209-8380 Shutter OR W/b HY.. DRAWING No 17-122