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HomeMy WebLinkAboutSET UP-INSTALLATIONIF GENERAL NOTES: BERTHA H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPUFNCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCOROM SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TQ A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER. TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 151 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 Z INCREASE IN ALLOWABLE STRESS FOR :AND LOADS WAS Hj USED IN THEIR ANALYSIS. HOWEVER„ A WIND DURATION FACTOR M--1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V_ ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS- -HV BLADE 0 J02T4.01-03. #0715-01-03, A1004.01-05, #'1214.61-05, #0317.02-06. #0609.01-10 AND u0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOL AND ASTM E-1885 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & ;3).& J1220-01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV.W'JINDOW BLADE Q f0505.01-08 AS PER ASUI E-1586 AMID E-1996 (MISSILE LEVEL D, WAND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV SLADEC .AND HV W NGOYJ BLADE 0 ARE ENGINEERED TO WORK N UNISON WITH. EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (W SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE P14x2.75' AND #14x1.75' RESPECTIVELY, 4T0-HT MINIMUM SERIFS STAINLESS STEEL SCREWS WITH 135.0 Its.' YIELD STRENGTH .AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH 13ERFHA RV OACROSHIELO COATING -SYSTEM AS MANUFACTURED By APPROVED COATING AFPUCATpRS, REGISJERED WITH NAERIGW SHUTTER SYS EMS ASSOCIATION. PINS MUST BEAR THE hV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALIIMINUAI ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 NQ S. MIMMUm YIELD STRENGTH FOR 6063-T5 ALLOY IS 30.0 k5T AND 35.7 ksf FOR 6005-75, ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON S AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2471.3.3.4. TEEL AS PER DN SOOT$ '1.ITF1 50 ksi LAIN. YIELD STRENGTH AND 90 ksi .MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL, OR ALS1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MXMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 0 = 12.13.14,15 AND 20 HV BLADE D & @ WORKING IN UNISON: 12, 13 & 75 S. THIS BERTHA N.Y. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT f6'779.582. COMPONENTS OF THIS AnPROVAL ARE COVERED, IN WHOLE OR N PART BY U.S. PATENT a5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF TrIE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUU( ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT t1±N0/RAIN TNT RUSION_ 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WHY WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT; OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS 11. SHUTTER. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION: SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUiLOING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSMM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (c) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJEC-P. i.e. WHERE THE SITE CONDITIONS DE'AATE FROM THE T, EF (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT UMDEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S' RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED IP,%UD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WELL BE RESPONSIRLE FOR THE PROPER USE OF THE PXZ. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. '� p`frt' „••••g•., "'t s�q 02017 ILTECO, INC. SCANNED IL EC BY 5 TILll7 TESTING L4 ENGINEERING COMPANY St. Lucie County ', �` 5355 ILW. 36t SL, St- 3(15, VDI IA C#-Sl, FLOR `JA 23 .t .`... + `ti Phone : (305)87T-153D Fax : (305)871-1531 '1.='`� i�� Lt+ a-moM 6tleeaSac�.cam S, W la i'(�- crft EB-U006719 Al. g Ja WALTER A /RUT Jr_ P.E. P.E. 6S stOSIFINA U.RE/DATE FLORIDA be. j 44167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEA4 COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL VWNLXIIV BLADE & WINDOW DETAIL AREA 2• tt1/ BLADE (D AND HV WINDOW BLADE,�tA (WHERE HERE APPLICABLE TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE 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 & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3: HV WINDOW BLADE r ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE Cl) ON Y INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY B=USEDTROIDA OBTAIN PER IN THE STATE A.S.S.A. American Shatter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 334-07 CODE (lion High {velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. 7 T." ■ ■ 04 " * TM Accordion Shutter System ILV MADE #1 W/ OR W/o KV, WNW# RAW AWING No 17-107 UNDER US PATENT # )NS't1FE=(T 3 ON SHEET 19 6063-T6 ALLOY AND TEMPER 1HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADED 6063-T6 ALLOY AND TEMPER 11 HV CEILING HEADER O(YALIFIED FOR USE W/ HV BLADErl!ONLY, SEE SECTIONS FOR VAUDIi77 6063-T6 ALLOY AND TEMPER i X r� tdN. 69N. Y AT.'L t 0.062' 't E t 61 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 01 6053-T6 ALLOY AND TEMPER awls O 045_4� y/�` 01 Sl I � i 4.385' ('S-�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE (T- 6005-T5 ALLOY AND TEMPER 3.226" 1.500" .065" (TYP-) i nl 1897" r. i, HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER ,I 2 NV HEADER/SILL QUALIFIEDFOP SEWALLOHV BLADE LA DER�ONLY ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE LJ ONLY. 6063=T6 ALLOY AND TEMPER 0 HV DIRECT MOUNT QUALIFED FOR USE V// HV BLADE(_ 6063-T6 ALLOY AND TEMPER �HV WALK —OVER TRACK QUALIFIED FOR USE VV HV BLADE 6 6063aT6-ALLOY AYD TEMPER 31 HD CEILING HEADER/SILL QUALIFIED FOR USE `N/ HV BLAD MISEE SECTIONS FOR VAL11 COMPONENT A B T7 T2 E 1 2' 5' FJAX.! 0.792" ; 0.192" T MAX- 0.190' ! Oa BO" 5" VAX. 0.139- 0.131' 1 02017 DLTECO, [Na TILLIT TESTING & ENGWEERING._COMPANY 6355 N.W. 36th. SL, SIs 305, VHMM CARMy_,, FLDRW 33 Phare : (305)871-1530 . F= : (3051871-1531 e-ma- t9teee®eot,com E9-WO6719 WALTER % 78-UT Jr. P.E. FLORIDA Lk- # "167 QUALIFIED HV BLADE _9 9 ,,HV TRENCH TRACK '' QUALIFIED FOR USE W/ HV BLADE ONLY. 6063-T6 ALLOY .AND TEMPER ,141 HD WALL HEADER/SI L QUALIFIED FOR USE W/ HV BLADE CI ONLY. 6063-T6 ALLOY AND TEMPER I � X Y t si 2' i 2" 10.125" i X CORNER POSTS QUALIFIED FOR USE W/ HV BLADE Cl.! 6063-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 019 Nora High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. 71=" i 0- M " w TM Accordion Shutter System HV. BLADE #1 W/ OR W/0 H.V. N,WNM RAM AWING No 17-107 ONLY 6663—T6 ALLOY AND TEMPER i 1 Di S l 1:a60' 15 ; m PLAN FRONr ELEVA.TV.% LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEC"y10NLY 6063-T6 ALLOY AND TEMPER i — a.660' 7445"-_2_ 93"- i ' 1 6bfl I I 1 a fli HV FLOATING C TESS' QUAtAED FOR USE W/ HV BLADE I?& t 'ONLY 6063-76 ALLOY AND TEMPER FOR USE Vt/ HV BLADE* 7t QNLY 3-76 ALLOY AND TEMPER � HV MALE " " LOCK CENTERMATE 4-566" OUALFiEC FOR USE W/ h"J SLADEI)ONLY 2§. HV FEMALE "T" LOCK CENTERMATE 6063-76 ALLOY AND TEMPER `— QUALIFIED FOR USE W/ HV BLADE (�I;ONLY 6063-76 ALLOY AND TEMPEP� 41; D CENTERMATE W NO OXING ROD 32 QUALIFIED FOR USE (SCE 15- LOCKING ROD 0 QUALIFIED FOR USE FV/ HV BLADE' is ,,�_ Q f5'j 6063—T6 ALLOY AND TEMPER TAL LATION WILL REQUIRE A-4--7 76 a063—T6 I.E. 'S3} HD CENTERMATE'S INSERT QUALIFIED FOR USE VJj HV BLADE 1 .&r q 6063-T6 ALLOY NO TEMPER ±112' I"7 I -N; d'7' HV 114" 0-20 AISI 304 '_ _FRIES S.S. THUMBSCREWS QUALIFIED FOR USE VI/ HV BLADE S2017 70.TC'CO, INC. IL ECC ,H�. TILLIT TESTING & ENGINEERING COMPANY 63,55 MW. 'W6 SC, Ste, 305, VIEGO 41 GN [OtS, Ft0PJ7A 331 Phan. : (305)871-1530 . Fm ; (305)a71-1531 e-marl: Eltaco�3ad.rom A. 71 6719 itt Pli..T(R A. Ti{,LR jr. P.E inATr PLORIOA Uc § 44167 1/4'-20 Off CAST i ^9E0 1�kDU52.v Eyggy enKEO ParrrEc ; iI t KEYS CYUNOnwme 'a .. �B t-BRASS C'VPIDEE L� ® NV LOCK Z§ HV EGRESS LOCK QUALIFIED FOR USE 6V/ QUALIFIED FOR USE W/ HV BLADE / S & ONLY. BLADED & � ONLY. �32 i o P � N� m m LOCK QUALIFIED FOR USE YJ/HV BLADE Cl, ONLY. --.250" 0-D. PESSTIC HEAD - J �SS6- MOLDED TO SCREV n '-300' 5'i 2 X 3/4" BEFORE RING �E _ SERFS 4444 LLf7€dlrtiFS{-i$.�2 3 FSO?�fGRGEE FLANGE TNIY SHR NUi$ERT,. PAh70820ia5 !`/AaUFACTURE➢ 6Y AVOEL CHERRY TEXTORN, PARSPPENY, NEW :EilcY 07054 OR EOVAL NV ALTERNATIVE LOCK QUALIFIED- FOR USE PJ/ HV SLADE(1 ONLY. OR 0.875" Min. 1 .125' Mau- 34 HD LOCK BY RED HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. QUALIFIED FOR USE W/ HV BLADE:O & 7Ai At S _ S.A. American Shufter Sysfems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Mon Nigh Velocity Hurricane G 2017 EASTERN METAL SUPPLY, INC. vlw" ■ 1-4M wn v TM Accordion Shutter System H.V. BIAll #1 W/ OR W/O RV. M MM BADE 3 - DRAWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV (M HV �A V BLADE 1 BLADE 1A V LONG RECESSED NYLON BUSHING kl SHORT RECESSED NYLON BUSHING NYLON HAT WASHER WHEEL CARRIAGE AISI 302-303 SERIES 70"x3/16- THICK. 1tiYLON WHEEL. 88"0 AISI 3D2 SERIES SS- RNETS HV 1 3/4" ACCORDION Piet/ W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD �4 POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN d SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR HV 0 BLADE. TYPICAL SHUTTER ASSEMBLY nl,c (2) HV PIN U MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iO BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. (3) HV PIN @i OR @ W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT iNSTALLATION PER DETAIL X, SHEET N.T.S. WHEEL CARRIAGE DETAIL Ct.T.S. P.E. BLADES �\ f "4 CPENIN KNUCKLE (rrp) ? FLAT PORTION I 44t 2 7/6" MIMN.I INv, INIOM11 CLEAR I SEPARAVIONI BET.gEEN - .I BLADE OPENINGS T 5.3 ' ON CENTE OOR ® I Ij , tl: �i OA�R rov EXTERIOR 4�2 OR AT EXT IOR Tit BLADE'S KNUCKLE_ £i (SEE NOTE * FOR �= REQUIREMENTS) AS NRLY LAYOUT N3 S. Pr2017 TA.TECO, WC. IL ECOfK�. TILUT TESTING & ENGINEERING COMPANY W55 N.W. 36NL SL. Ste. IDS, MRNNIA CAROM RDRMA 33 Picae : (305)871-1530 . F= : (305)671-1531 e-ma. ritewo"t.am CB-OCW719 WALTER 'A,-TILLIT Jr. P.E. FLORVA Uc § 44167 r ! BtfiOE .0625' SFpN x_x -0625- .0625" p15- IBmNI TYPICAL HV WINDOW BLADE AND POLYCARBONATF HV WINDOW DETAIL POLYCARBONATE WF ACT RI-SISTANT HV WiNCOW BAYER MAKROLON 3103 POLYCARBONATE i2' roan. C CE RESINS, UV —STABILIZED GRADE OR SABIC i4 BLAOE eo M It PLA.STfC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR TPYJL FRaFER:�vS SfuS.N`'aJ ueyavnw am meta 1a ��T.x re+•rr IIT�i4^_lJ,- u1u rsz me m/;,' asp sle-, lR:1Lf YIELD Sirs �iH liN DG_'8 SAGO P.si. F4�aPx STi�e„ ,N YiEtD ASDJ D7s9 17.SC� p.v. 13,4LD P.it FMLTW- NOGIPAIS iS:l/ 0751 340.CCO Psi -6Sx a P.S. wITCe� IZCD fTi' U+ Kart !SM 0255 ASRI D2E43 18 FT-2/n 17 47.E % E45 R knX S.'!C- DENVIY PAT W ELr."VIG ASS'1 £6.Z5 C-1 CU55 C-i CLAS^a SELF 1== kSfN D:929 11m) F 4$J 'F WeT ASTiI G155 TEAT 5: T8 A`TER WrAT! ASN 538 93a2 Psi 2E83 D_i. TaT - SIrv-SS 1<O: E WE15iGiA'G ASPI E36 E(Et P: L EWO A..i_ A.S.S.Am American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 rn high Velocity Hurricane 2017 EASERN METAL SUPPLY, INC. so mown ■ LTA FL r TM Accordion Shutter System H.V. MME #1 W/ OR W/O KV WN)OW B N E AWING No 17-107 SEE END - CONNECTION DETAILS ON SHEETS 10 tc 16 TYP. FULL HEIGHT. 0-0- ;9-9 CY+0- (8'.+18 9`+ 3icaU1gt+115�.: + TYPICAL 1.1 Yi HV BLADE SHUTTER ELEVATION N.T.S. A • S=T�,rs$' a7 ' l t P.E. SEZ7S rVTLIRF/DATF p Tir IV 25 ME OF CORNER CENTERMATE 02017 TILTECC. INC. • 02LES ON HV LOCKS AND CENTERMATES• .1. )i! NDATORY CONDITION it" ONE HV LOCK ia3 or ,gam`' SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR Bg'gW J�2 OF SHUTTER SPAN FOR SPANS UP TO 105'; AND FOR NSTALLAMNS 7 ANY ELEVATION-.HV LOCK 2� or 29` MAY BE USED AS AN INSIDE OR OUTSIDE LDCK, ATTACHED TQ fI OR CENTERMATES W/(2) 1/4'4-20 x 1/2' LONG FLAT HEAD S.S_ M.S: LOCATION TYPICAL SHUTTER ELEVATION. OF LOCK SHALL BE AS INDICATED ON 2. 1; 1F DESIRED, FOR BIER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS § , OR 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CF9U*AA(ES (Z7% OR C2 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATE-6 ON TYPICAL SHUTTER ELEVATTOt,;- 3. QPTIONAL CONDTITO& 42 o tiiy OMY WHEN GAND.ATQ� [` w mnw i T-OR LUM MANDATORY ('LiNDMaN $2. IS USED W/TWO H V LOCK51 LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). C 1dANM=& CO_ ND ,(i10N 1f9. ONE HV DOCK a or 0 SHALL BE USED AT CORNER CEMERMAiES FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION. HV LOCK �4 or @ SHALL 13E USED AS AN OUESTE A INSIDE LOCK, ATTACHED TO i9 CORNER CENTERMATE V7/(2) 1/4-0-20 x 1/2' LONG FLAT HEAD S.S. fDE TWO I LOCKING RODS 5` AT TOP & BO OM SHALL 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. 5 FIRST ALTFRRIATE TA uentn,.Tr, ...... rc " I.0 m '� MAT Ut USED IN LIEU OF HV LOCK or FOR ANY SPAY AND AT ANY EL INST TIDNS ELEVATION. ALTERNATE LOCK .@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Gx3/4" S.S. THUMBSCREW TO 6 OR, @ CENTERMATES SHALL BE MADE Wj 1/4 0-20 3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET e. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWOLOCKS AT 1/3 OF SHUTTER SPAN_ 8• MBNLIME WHpMON 13 EM KEYSTONE Mot ll,LWG INSTA1I ATI^ • ONE FAY LOCK w ar SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE On OR BELOW 7/2 OF SHUTTER SPAN FOR SPANS Up TO 9&''Es . AND FOR INSTALLATIONS AT ANY ELEVATTON- HV LOCK or @ or 16 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @.' or a SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG 'FLAT HEAD S.S_ M.S. LOCATION OF LOCK SHALL BE AS INOICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. `xTDND ALTERNATE TO MA'n+TORY CONDMON 11 VAI ID ONLY FOP kTV 'T' ISTALONE ALTERNATE HV i' LOCK 3� MAY BE INSTALLED IN LIEU Or FIV LOCKS 4 OR � FOR ANY SPAN AND 1 LARON AT ANY ELEVATION. ALTrRNATE LOCK, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER 0, ; AS SHOWN ON SECTION HYG, SHEET 9, VIHICH MUST BE CONNECTED TC CENTERMt,ATES f-8 AND @ Wj 1/4'4-20 x 1 1/2" LONG S.S. THREADED BOLT V!/ 7/8'10 x 3/32' WINGNUT OR Wj 1/40-20x1' SS.M.S. INTO A 114 sx 5/8' RIVNUT_ LOCK MAY BE INSTALLED AT MIDSPAN OR 72" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Q-. TOP AND BOTOM IS MANDATORY. *N ES ON ND LOCKS 8c CENTERMATES: f- HD C ND [-ENTE°u�Trm t OR'32 W/t ONE ALTERNATE HD.EOCK(44 MAYBE USED IN LIEU OF HV LOCKS k�5 OR UZ9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK'R TO I� IS IV/ 3 #8 x 3/8' F.H. S.S.M.S.. AND INCLUDES REINFORCEVEPT INSERT 9_AS SHOWN ON SECTIONS HOB-HVB AND HDC-HNC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS' 15 COMPLETELY OPPONAL TILLIT TESTING do ENGINEERING COMPANY 63 N.W 36`d St, Ste- 305. VMUMM GARDENS. fl. aA 33 Phone : (3M)871-1530 For : (305)671-1531 e—mail: [tt"'Coo:.com EB-0006719 WALTER A 71LUT Jr. P.E FLORIDA Ua. 11 44167 a.s.s.A. American Shutter Systems Association, Inc. 4258 Westroads Drive West Palm Beach, FL 33407 002017 EASTERN METAL SUPPLY, INC. TP w■ R 0 EA.% 1r 0 w T M Accordion Shutter System N.V. BLADE #1 'W/ OR W/0 I V. WINDOW BLADE AWING No 17-107 POURED CONCRETE ANCHORS i CONCRETE 1 (SEE SCHEDULE ON SHEET 73) ro SFPap(sEE SCiO� oN(� REQUIRED EDGE OF '� it TOT H2E 9A.w SLAB IF wdM1CA � 19 FOR { s^"T APPLICABLE EX7577NG-` �D. _ E ;r e / ALTERNATE (� ANCHOR -•r �'. al`�.''i I � x s LOCATION >' 1 11 ORj 13 OR 15 > tTTO SASS (sEI: 1Si£IXLL FOR SXADE�M 1 CN S r 19 Fi# —L) OR x EXISTING GLASS /-#TOx3%4' HE% WASHER HEAD ✓ TEK SCREYIS U T2" O.C_ _-CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E41 Efl� Or f. �It POUHED�t.=_ 1 CONCRETE REQUIRED ----E. D.--I ;� HV FLOOR INSTALLATION t - SLAB IF APPLICABLE I ' i ", SEFXVr4N I V TO MASS Rt Q !"i-"•>= 9C1:cDViE Ci I 5 BEET 1E} r /9 II {; t - s ' EXi5T7T4G / I t EDGE OF SLATS IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) i % HV WALK —OVER INSTALLATION 1 t + 1 v E POURED FLATHEAD CONCRETE ANCHORS NCRM REQUIRED (SEE SCHEDULE ON SHEET -4) Ii TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 14,3, SHEET 11 ! hCv. sEnuwc r CONCRETE ANCHORS GLAIS. i 11 (SEE SCHEDULE ONE—(��=a!�zFs (EI av sr�xz tr1 ; _ SHEET 15) / y<'6 ffW Et Da TAPOON w/ et: sm tt) 1 S } IXISTING EXISTNG � ` EXLcING AUVVXED %RS*R3Fdt O ff CLASS GLASS 1 IA't Arun„-N to cax� G.:.SS I IL FAiiFNERS TAY£R+ A-c Qr5 -Wj I J ...' } 'I( 1 4 I uar.=vww:rN V.ca,l� j 1 31s' ". EMBEDMENT o E' VAX -•x+ 1(} r t _ t CgT vl Ca { h; I G.C.FOR UP TO 6'- ' SPAT? AND - r' OL FOR VMS LAROE�ER DLAN _1/4` l I r 1 5'-C• UP TO V1J' M:L'L APPLY t't d • ` / 1 I '(t MAX. - t { 6-S'?YT wF E'Ex- FA='JER wx; /f 10x3 4 HEX z i (TYR.) (SRE NOTE T ON-1 J2• fJ' 0 7 •' 3`'l �. I ` - 3 a t 1FuaE HEAD E. G. i��' wEEr tT 'OR' trsa7tONsy FA:ilC. /' !£ s - ! 1 / ;T I t { T.nti + t TEK SCRE1h r, � ' ,T CohT. SEkLA t , s F4x3" r HEX HEAD_ {! '- 1 SA .! //' f 12" 0 C 1 ' .-08 7E1C SCs2s"Vta a. a' O.C. ` , % + •�/ 1 s3Je t J 1a OR 1 f T'4 20 5.5. M 5 ` CONCRETE ANC+10Rc - 1_. 6 �7} 3 >r 14x3/4" S ➢ 5 I i _ 1 , I r ° L 114'o-20x3 55 tr5 W NUT +➢ 9' OC (SEE SCHEDULEOt ,�, - 1� 7 '— %' a `-� - ! �� 5" C. C Tp _ t ` s " t I.i —USING1/4 0-20 NWS I SHEET 14) k'i�' / .1J2i 1 o 72 O.C. 12 t E s 1 "� , r 1 L E)CS71 , NOR SIP' 1"RAL . t l(� * e s , EDGE OF T `, 17 R 1 S r� 2A0' MIN. 'Wu mm (OECORnTT.2 Y _SLAB % // 1 '-T'•, 1= • E.D• sit} s DeY 11 l 7J8, 1 7/,3 +,.T� PPF-LICA7RiE.-! —` ,. o y l �•-E74x3/?' F.H- 5-0.5. MIN. CONCRETE ANCHORS -SEE NOTE 13 b t 5 4" O.0 1 �JUREO CatCREr f+ .. '�`�➢. " __fie POURED cOPTCR&E—! (SEE SCHEDULE ON ON BHEET t () ^ ��. 'SEE NOTE 13(0) I < • _ n'eVULREO OR CONCRETE BLOCK SHEET 14) POURED CONCRETE— ON SHEET 7 f ' ' r • - _ — I REQUIRED OR CQMCRETE BLOCK 4T _ -Tartu.-� POUREO �' I_ . REQUIRE G KEYSTONE MOUNitNG tNSTALi..A310N CONCRETE ' [['s7 `Ki HV WALL FLOOR INSTALLATION ; t' yV WALL WALK -OVER INSTALLATION WINLTA ' O_ nesm, PRESSURE +64. �2 , • j *• REQUIRED `L' -�-% KAXIMUM SHUTTER SPAN V-0" (� HV RAINGUARD INSTALLATION t NOTE Yw 'I' THIS INSTAs=AVaN Si A,L BE NOTE FOR C'OM6INATION OF SE'CPANS: X` E„ Ocy`y� EDGE DISTMCE REMO'JABILE WHEN PERFORMED ASSQdB SHEET 4 FOR TYPICAL SHUTTER � 3EE�SPECIFIGATi0N5 ON SHEET 13) OR ENTRANCE SPECIFICATIONS AN OPERABLE c%(Ti BADET_ �ON SHEET 19 SEE OF USE FOR INSTALLATION. DETAILS W f �i HV BLADE 2- MOUNT7P _QTEOitS CAN 6E COkr&NED �<, IN Arm WAY To NSTa L r�sr * ttd°`' 1 tv '��a FLORA BUILDING CODE {Nan High Velocity Hurricane Zone s°} •''LSE ;j(� :f a G2e1T2rECo. Nc. 02017 EASTERN uerAL,suPaLr, INC- v�44 A BERTHA HVTM L E C O r Nam. Accordion Shutter System a `� • : �' American U� Systems H.V. r� aT1r #1 Wf OR W10 H.Y. WINDOIV BLADE TILLIT TESTING & ENGLNEERING COMPANY y Ev. N DESCRIPTION. DATE MOON Dr: Lc. 6355 H.W. Seth. St., St-- M WrAIIA c,TD� 5, T1cr� 33:6 Assoclatioo. Inc. t OLD 15-OB5 7/27/1 DATE: 07/27/17 Phone : (305)871-1S,T0 , Fox : (305)871-1531 4268 Westroads_ Drive `N2 DRAWING Na >�,T111 e- EB UG' ®74 mrn West Patm Beoch, FL 33467 3 OVAL � J�a���rile>A44� WALTER A. TiL7IT J, P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA r= B 44167 5 gwrPT OUT i (6D63-76 ALLOY) ALLg1. ANGLE W/(2) 't/4'0 TAFCON Af1CHOPS TO CONCRETE I (TOP/EOTIDN• & ;4)#10x1/2' S.M.S. TO TU8El AT EACH ANGLE (TYP) I 5 tQ �EXISDNG GLASS ( j J INSTALLATIONS WZ I HV SEE NOTES ON LOCKNIG RODS 3® , HV LOCKS D, yr ** AND ALTERNATE HV !OCK �§ O;; SHE;! 5. ' BLADE W HV CENTERMATES 61A➢E SLACK DETAIL HV` L4 VALID FOR AL L CEUTERkATES APPLICATION WITH SLADE01 SEE END WALL CQ rnn Exsrrac cuss DETAILS ON SN F7'S 10 8c ©*® 7 - — — — — — — — — — — — —— — — — — —— —— --------------- — — — — — — -- — r +@ ✓• 3 i/4' 7. 6 t/2" 1/2' °R(,/1+® r V OPPOSING j CENTERMATES ( 7" SYMMETRYCAL ;1ox3 S.M.S.� 12- / � FULL LENC . 1 DC, n W/ HV LfiCK 4 or 5 CENTERMATES W/ kV LDCEC or ` Is6N. SEPARATION TO GLASS ®� &, 35 fiv '5j CSEE SCHEDULE ON SHEET 11) i ©ax�ce ©+Oc4 ®c'10 �Q ca EXISTING* j GLASS 1� [-25 )+ OR 1 9 + Qc., 19 + EXISTI — — tY ! GLAS' CR©+� — UIN. - P ARATIONt. TO GLASS ii (SEE SCHEDULE I N OPTIONAL OPI SHEET 11) .t (INTERIOR) HVD oU7 HVA P.E. ti1CT��,� ov a OUT 4q w r. HVB HVC ' APOURED CONCRETE OR t0 +O�©.—EXISTING GLASS r•af CONCRETE BLOCK WALL SYMMETRICAL--- *-- TFce �-� --r' REaU�ED - CENTERMATES 6 f� SEPARATION W kV_ L°CI(Ti OPTIONAL O+® O 1�—1 c/ CSN SHEET JLE ULTERIOR 8 ca 9 + 3 mxO+ ON SHEET 11) - ^ I ` CONCRETE' ANCHORS 16". O.C. Ma 3 VARIES _,$ i � f O U T i 6 1 /2' MAX. SLACK 5 - HVE �J HVF** E2017 TILTECO, INC. e IL E TiLLFT TESTING & ENGINEERING COMPANY W55 N.4/. 35U. St., S4. 305. VIR.= CARDQ:S, FLOfMA 33 (305)871-1530 . Fdx : (305)871-1531 e—MG3: MCO,6001.O ER—OMS719 WAITER A'TILUT Jr. P.E. TC FLORIDA Uc. # 44167 A.S.SwAm American Shutter Systems Association, Inc. 4268 Westrcads Drive Nest Palm Beach, FL 33407 GUUL (Non High Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY, INC. BERTHA ItiVTk, Accordion Shutter System ITV. a" #1 W/ oR W/o Kv. WINDOW wa x 'qj ESCPJpACN DATE DRAWN ey- IV T 1 OLD 15—ORS f07/97/t nArTl nii�7it, AWING NO 17-107 OUTAl�l� IN r ��kG VAss eLt,DE ,psucK DETAIL kW, MO1:wTEO ON smEr 6, AS Y.aL AS UNWER.L :LOATMG ELADE®DETAIL RDD-NWMDXY.TM DN THIS SHEET,MAY6E USED MTH THISM'STA-ATION DEaA1L H4'SH0WN INTi1S SHEET �..0=0+®cP®•®m Fri SEE NOTE 6 FOR HV LOCK T LOCK. ON SHEET 5. j' SETGS 9444 ALUMdiUM 2D24-T3 ALLOT) LARCE FlAfiCE TWti s�ET etu:sozT, vARt � as2a AS NPtittFA.�EO HY ALTIE._ 0h7:RY �01TT t, PAR�JPFEtY, tiEYf JE`njEY O]0>4 CR EOiW_. INSTALLATION C1) HV BLADE W/ HD CENTERMATES n �'_& L------------------ ___ <o=nervrL) I sMS. a 12 ------' --` Elnt ttn• tr. ----tN-------- ---1'-----T- --- 30 H V "T" ! 3 LOCK (INSIDE) 30 HV "T" LOCK (OUTSIDE) 2 30 'ff OUT 1/4' 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" VANGNUUT�T. HVQ* EDP—HVDsa FLOATING STACK 02017 TILTECO. INC. IL ECO�M�. TILLIT TESTING & ENGINEERING COMPANY g5 6355. KW3ft. st, Ste. SOS. iRRGSbA C�RDTtS, n fiidl 33' • -gc Phum: ; (305)871-1530 Fax n (30$}g71-1531 y9 a-m L 0006Oam.com t1=Iff A TFILLIT j riPiTE4 A TILL(! Jr. P.E. n IAF /nATC FLORIDA L:C. 144167 IN`. pu)is < , DH 8_HV8 auT SYMMETRICAL HD CENTERMATES Al ge LOCK (EXTERIOR A.S.S.A. American Shutter Systems Association, Inc. 4268 Wastroads Drive West Palm Beach, EL 33407 HDC—HVC SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) x`'S MG or LO 4' �s 0 •_, ,si © ,yYJcS ON SNcET 5 kf� �• sAL r Anrc D-0.:ac A21zD-Nw K vAm Fat a cATTReu,=s a:.aswm_rs unr.>:uoE +O Non high Velocity Hurricane @ 2017 EASTM METAL SUPPLY, INC. _.wEa10% aNwT6f Accordion Shutter System H.V. RAM #1 W/ OR W/O H.V. VLIMW BLADE //27,gl WE 07/27/17 2 #EEFDFiiAWlNG3 No 17-107 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHOR EXISTING GLASS C 2" MIN - ED WEN. SEPARATION EQ TO GLASS (SEE fit f SCHEDULE (w sHEET 1/1 6"X3 MAX. I I FOR aADE ©APED (6363-T6) CONE (LOCATE AT ON SNccT 19 FOR ALUM. CLOSER EITHER SIDE@-' EADES & Q PLATE. (LOCATE 1/2 1 OF AT EITHER SIDE WIN- 1/2' MIN. OF S. giOXI/2" /2- S.M.S. Q 167 D.C. V I OR d2wyl* SEE DETAIL X FOR (POR 0-0-0- 7 SIDE CONNECTION TO TRACKS 6,2;t END CONNECTION DETAIL .—EXISTING GLASS V IX.1,L SEPARATIGYN #10XT/2" S-U.S TO GLASS- (SEE 9 1 ..OX SCHMPOE ON SF.= IJ FOR BLADE (DAND CONCRETE ON -..SHEET 19 FOR ANCHOR o COI:CREET OR 12- O.C. /,NCHO MIN. �.1/2" Mh ED 2 2 MIN. Q) OR Q9 OR 'ALL �'T , J9N.QE-T-AIr-e .E. OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS NIN. SBLTX� TO GASS (SEE SCIERJLE ON SHEI51, 11 FOR LADE 09M SEC DETAIL x FOR ' O ,SIDE CONNECTION I R TO TRACKS (f) OR POLIPEO CONCRETE OR CONCRETE BLOCK WALL REQUIRED �EASTING GLASS FdN I < TO GLASS (SEE SCHEDULE ON SHEET /r 11 FOR BLADE (DAND N —36N SHEET 19 FOR 4. USE !I, OR 2, MAX, (AS APPUCABLE)x2'xI/B"x0'-2- ALUFAINUM CLIP ANGLE (6063-T6 ALLOY) AT NilDIiEIGHr (1) #10012" SX.S. TO@& (2)1/4"0 TAPGONS ANCHORS TO 1 WALL AT I- O.C_ (LOCATE AT EITHER SIDE OF, DETAI n) END CONNECTION DETAIL(I k6� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED GLASS GLASS VIN. SEPARAMON TO GLASS (Sm- 1/2 1. PAU SCHEDULE ON SHEET it FOP BADE ®AND CN SHEET 19rJ FaR BLADES (1) OR �,X0tte,0_NNECTI0N DETAIL .11� I -R) - - - - - - - - - - y > FSE E UM247@NS OF USE FOR E E If ON SHEET 19 QW17 TILTFr-O, INC- syZ Efjj : TT 11L E C 0 imc. TILLIT TESTING & ENGINEERING COMPANY 6355 RX Z6SL. Ste ZC% WiCINIA, CAREIM• FLOPMA 33 (305)871-15�0 . F� : (305)871-1531 a-mafl: UltacocWT.Corn "Oil IIAVIAL;16 ES-CO06710 A,ff'o", WALTER X TUt, Jr. RE. FLDMOA LIc. 9 44167 OR 2)rol\ ORO OR CR@OR(1_.1OR63OR(gVIEW \L-.Y PLAN DETAIL X / / " I BLOCK WALL REQUIRED -2- MIN. EXISTING.GLASS Z IAN. SERAPAflaq TO GLASS (Sr, SCHMULE ON SHE It FOR BLADE& QV SHMF 19 FOF &-AEf S (1) & a OR 4ECTION 0-6-0-0-(D010 .9- TRACKS 3.8-6-C&S. END CONNECTION DETAIL (a) 4 REQUIRED ONLY FOR Spla"'S GREATER THAN 12'-0" AnS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Paim Beach, FL 33407 CODE(Non High V @12017 EASTERN Accordion H.V. BLffiE #1 W/ cR , OR rV 11 %!��)OR (B OR OR(13 OR (9 OR �1 \L>F OR ArA Q9 ity Hurricane Zon( AL SUPPLY, INC. A HVTm — atter System RX WINDOW BLADE ATE I MWN BY, LC. ZV171 WE- 07/27117 AWING No 17-107 SCHEDULE #1 MAXIMUM SHUTTER SPAN "L� "L-" (ft.)- FOR INSTALLATIONS W/ M CENTERMATES® & ® of ar Vl/ ONE H.V. LOCK ® or @ or or HD LOCK (a W/ NO LOCKING RODS or CENTER_MAO 28@P 29 W/ ONE FQ'7" LOCK 30 W/T'NO LOQONG RODS 35 111sEE Wix w As.D. C55t�+ FR (FsG) <+ OR -3 71��TrrtO177PFF��&ttBOTTOM _ CONCREIFB: 11MO WSTALUATIONS 0 WALL MOUNIDNG FLOOR/CEILING 7.IOUPnvG .L + (R) 1 L - (fil) L 30 OR LFS 35 14'-10" 14--7G" 15'-2" I 76--0' 40 IS-10" 1 13'-10" 14'-2" 15'-2" 45 IS-7" 173'-i" 13'-4" 1 14'-3" 50 55 11'-10" I it'-10" 12'-1" 12-71" 60 1t'-4' 11'-44• 11'-7' 12'-4" 65 10'-10" 75 80 9'-10" 9'-YO" IQ' 0' 10'-9" 85 W-6" 9'-6" 9'-9• 10'-5' 90 3• 95 9'-0" 100 8'-9" 8'-4" 9'-0- 9'-7' 105 5'-7" 7'-7 T' 8'-9" 9'-T 110 8'-4" ( 7'-7' 8'-7" 1 15 a'-2" i'-3' 8'-4" B'-1 i 120 6°''--911" " 125 7'-10' 6'-8" 8'-0" a'-5" 0 7'-8" 6'-5" 7_10" '8'-1 15 7'-7" 5'-2" 7-9' 7'-9' 340 7-5" 5'-1- 7-7' 7-6' 45 11 Z8''--3C"' T8''--52" 5 7-09215 5 7'-0" 7'- 6TW''---39" 1 0'-11" 5'-2" 7'-1' 1 6'-7' 165 6'-10- 5'-7' 7'-0' 6'-4' 170 6'-9"4'-11• 6'-71" I 6'-2' 175 6'-7- 4'-9• 6'-9- 18C 6'-6" 4'-8" 6'-8" -10" 185 6'-5" 4'-0 6'-7" 5'-S- 190 c-4' 4'-5" 6-er 795 6'-3' 1 4'-3" 6'-5- 5'-5" 200 6'-2" 4'-2' C-4" 5'-3' 205 6'-1' 4'-1' 6'-3" 5'-1" 5CHEDULE � MAXIMUM SHUnER SPAN* "L+"- OR "L-" (ft.) FOR iNSTNTERONS W/ 1 & ONE HV LOCK or � or VI/ NO LOCKING ROBS (SEE NOTES t, tt) "NfYOL r>"rtsut` xAmlc CONCRETE &WOOD INSTALLATIONS XULL Lioutrnw � L + (P., 30 16'-D" 35 40 1�-10- 13'-10' 45 13'-1" 50 55 17'-10" 17'-10" 60 11'-4' 1 V-4" 65 -TO '-10' 10'-10- 70 10'-6" 10'-6' 75 TO'-1' To'-t" BO 9'-10" 9'-10' 85 9'-9" 9'-6' 90 9'-3' I 9,-3" 95 100 105 115 8'-2' 120 8'-0• 125 130 135 7'-7" 6'-2" 140 7'-5" 1 Y-11" 150 7'-2' 5'-7" 155 7'-C' -5" 160 c-11" 5'-2" 165 6'-70' 5'-1' 171) 0-9" $-71" 175 6 -T 1 4'-9" 150 6'-6' 4'-B" 185 W-5 4'-6" 190 6'-4" 4'-5" 195 6'-3" 200 6'-2- 4'-2' 205 iF_ "-' :r„ F.E. p SCHEDULE #3 MUM SHUTTER SPAN*"L+" -" (ft.) INSTALLATIONS IC V-L VI/ONE HV LOCKSR W/ NO LOCKING ('fAUO FOR FIOUNR NG it SHEEP 7) r:wvumx hs.a D'-.l' C11 F (+ Cui -) CONCRETE INSTAL .90ONS R.00R/CDLIRG IIDMMNG OR FLOOR/WALL AIOUtTNG 30 16' 35 15'-2" 40 14'-2" 50 72'-- 55 60 W-2' 65 9'-5" 70'-1- 70 8'-9" 9-4' 75 - 8'-9' 0 M7.A.XIMJM. SHUTTER SPAN "L+" OR "L-- FOR INST 1L4TIONS INTO WOOD SHALL BE LIMITED TO 105 esf. A.S.D. DESIGN PRESSURE RATING. ! HV CORNER CENTERNdiTE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFCATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE 15, SHEET) 5. tt EXCEPT -HAT LfAXIMI;A S SPAJN "L+.-' OR "L-" Ax1D t.(AXL'AUM AS.D. OE'SING PRESSURE RATING FOR MSTALLAT10r4S INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO '64,-72 p_s.f_ AND B'-O' SPAN, SEE MOUNTING ®OPT SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 C10 HV BLADE 1.2017 nLTECO, INC. TILUT TESTING & ENGINEERING COMPANY 635E NA. 3eh St-, Ste 305, VMM" GWD-?3r, FLUMA 33' Fl-,— : (-"05)87T-1530 . Fox ; (205)E71 1531 e-mm7: tifw,09114.eom Ee-00967t9 WALTER A. TILLT Jr. P.E. FLORIOA U-. j 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive `Nest Polm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A. GIVEN POSITIVE &S.D. DESIGN PRESSURE RATING. L-: MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DErMA1NE MAXIMUM SPAN FOR WALL MTOUNTINGS (T00/80TTOki) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATINC. DETEP.MlNE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE V.Y,!MUM SPAN "L-" FROM SCHEDULE FINAL MAXIMUM ALLO''`lABLE SPAN IS EQUAL To THE MINIMUM AUM DETERMINED SPAN BETEEN -L+" AND "L (3) PROCEDURE TO DETERMINE KAXIMUNI SPAN FOR COMBINATIONS IN BETWEEN WALL mOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A. GIVEN POSITIVE A-S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILJN'G MOULTING INSTALLATIONS. FOR A GIVEN NEGAtU£ AS-D. DESIGN PRESSURE RATING DETERMINE; L1-= MAX. SPAN FOR WALL MOUI rim INSTALLATIONS. L2-= VAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL tMAXIJU%I ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+', "L2+% "Lt-" AND %2-" (4) GO TO ANCHOR SCHEDULE WMIN FINAL MAXI.(U>M ALLOWABL SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING 10 DETERS';NE MAXIt.7UFM ANCHOR. Non High Velocity Hurricane @ 2017 EASTERN METAL SUPPLY. INC. rr0_202sM "w 0.4 Accordion Shutter System H.Y. MADE #1 W/ OR W/O H.V, WN1Xl;V BLADE M I UIWING No 17-107 3 72 40 F 9 8 $ 14.5 - I4 12 I SO 1 9 E SS I - ' - 74 12 110 1.9 1 $ 1 8 1 4 1 14 12 10 9 8 SS 3 1- 14 12 iDJ9 8 55 - {- 14 112 /0 4 8 -3 - - 14 72 10 4 8 5 14 14 14 14 12 10 1 9 7.5 .75 - - T4 12 1Cj 9 SS 3 - - 14 12 8S 4 - I4 14 14 12 9 4.5 3 - I - 14 12 6- N 1T 1 _ ' - - - 14 12 a5 ; -11 - I 14 12 1 3 1 -1 - I - -I - 14 12 1 5 1 -1 - I -I - - 14 12 _ _ _ _ _ _ 14 14 t4 12 ;4 14 14 74 14 - 1 - - T4 14 14 _ -t _ _ - : - I _ -I _ 1 _ _ 14 14 12 112 110 1 9 1 8 1 5 1 b L 3.5 12 10 1 9 1 8 1 8 45 1 - 2 1 TO, 1 9 18 18 14Z I - 1 72 110 1 9 1 8 i 8 1 - 1 12 JIC 1 9 j 8 S 1 4 1 - i 12 12 ITO ITO 1 9 I S 1 8 I £ 16.51 1 6.51 3 3 I - I 1- 1 12 110 4 i E 4 12 70 9 E 6 i- I- i 12 110 1 9 18 14.5 1 - - 1 f2 10 4 B j + 7 72 I 70 9 75 1 1-1 Il- i 12 IQ 19 4.5 1- 12 1n 1 5 1 7 1 - i- 1• 12 IC 9 5S -1 - 1- 11 12 t0 4 5.5 - - - U 12 l0 "c 3 1- ' - 1I- J2j 10f 9 15 I_ _ _ }< T2 ICI - j- - 14 12 110 1- (- - 1 - - 14 lie 1- I - 1 -f - 14 12110 1 - 1- I - -I - }4 12 8 I - - - - - 14 .21101_ I_ I_ _ _ }4 12 1- 1 - - - I _ 14 12 12 12 t4 12 - I - I - - - - 14 12 1 _ _ r _ _ _ I _ 14 - [ - - ' ' i - 14 14 }4 14 WALL i EAD- WOUNIING }z!W 12 110 Is 1 4 16 1 8 1 a is 1 8 1 6 I- 1- 12 110 1 9 I e 1 7 1 4 1- iZ 110 1 S 1 8 1 8 1 6 j- 12 110 1 9 1 8 1 9 1 - I- 72 110 1 9 1 8 f 8 1 - - 12 10 1 9 I 6 15.51- - 12 f iG 1 9 1 6 1 8 1 12 11019 1 E 1 - - 12 10 9 8 - j - - 12 i0 9 ]S - - - 12 110 1.9 1 8 - 12 10 IT 8J- 2 i0 9- 72 10 Iz 110 s e - - 12 110 _ 1 12 110 1 - I - I - I- - 72 110 1 - I - - - '.12 170 1 - -I 72 F 10 - - 12 110 1 - I- - - - 12 1 i0 I -- 12 12 12 -)-1'I-1-- iz 12 12 12- 12 _ _ 11 _ -tit+ •........ UZONAL E .E. SEAC1'3fG'1� 61L1Ri r 14 T2 112 1 tU j iG 17D a 9 1 9 j N 8 1 E 5 5.S 1- 1 a - - 1 1 6 F- - 1 12 tT i0 1 i0 a 8 7S I$ 7 -!- 1 12 70 1 9 1 s f3 1- 1- 1 12 is e161--f- 1 t2 iD 9 8 4 }Z 10 9 5 12 8 45 - 112 TO;55 - I 1, T2 110 6 - I- { - 11 I11 7 - 1- - - - 74 14 12 9.5 - - - { - .- 14 13 I4 12 5 I - I - - - i - 14 14 iQ5 3 - 1- - I- 14 n - - - i4 12 5 t - - ib .. 9.5 7 12 a - _ 1 _ _ j _ t4 ;15 35 12 14 4 I _ _ _ _ _ _ 10 4 14 9.51 1L tU t2 t0 5 9 I s 6 E 8 6 b - - i2 tD 12 1Q 9 9 7.515.S 8 I8 I - - I6 - 1Z- 12 10 9 8 7,51 - - 12 4S 7S 6S 35 - la IV 10i9 S IS 4 - 72- 12- 12- -- 12- 12I- 77 7 5S13.5 12 t➢ 4 B - 1 - i 12 8S 7 12 9.5 75 4.5 95 6.51 5 12 10 9 15.5 - 1121 8 16.5 t2 10 - - - M - - - - - 8 95 f 4-5 65 12 751_ _ �_ _ _ _ 1_ _ 75 P 52017 TILTECC, INC. 3 IL EC©..., TILLIT TESTING & ENGINEERING COMPANY �* 5355 ILK. 36N. St_ S.Y. 3G5, MRCIMA CILRMS. FLORIDA 33 41 Phar.< : (305)871-TWO . Fac : (335)87?-1531 L f,{ E-TGiL t91EaaC0ai.cai� 171T EB-0006719 WpLTER x: 7uLlr ... p 4 /Herr FL01MDA Lie. 4 4+167 i- fi5 55 4 - - B 9 7.5 4.5 - 15.5 4.5 35 - - E- 4- 8 5 13.5 43!- - S.5 4.1 _ 35 3- E E 15 3 1 - 45- s 4 j - 35i- a 4 3� 4.5 3 8 7.5 4 - - 4 3 - - 4 1 - - - - I 7 7 35 - - 5.5 3- 4 _ I _ - SS - - ANCHORS SPACING LEGEND TAPCON OR 1APCON IIffiH ADMIXED THRE.YRFORM TECHNOLOGY FILL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHGP SPECL iCABONS 1 ON SHEE 13 ♦SEE LIMITATIONS OF USE FOR BLADE (1A}Ot4 SHEET 19 i) HV BLADE OR n HV BLADE Wf t1A) HV WINDOW BLADE WORKING IN UNISON OLDIE A.S.S.A. American Shutter Systems Associatian, Inc. 4268 Westroods Drive West Po1rn Beach, FL 33407 CODE(Non High Velocity Hurricene Zon t, 2017 EkSTMi METAL SUPPLY, tNC. BERTHA HVTM: Accordion Shutter System H.V. (3 ADE #1 W/ OR W/O KV. V.i Wff `BADE 1 I OLD 15-OE5 07/27/17 a41E: 07/27/17 = DRAWING No < 17-107 S CLICCT & H (E WALL SILL MOUNTING t Q CEILING MOUNTING HQ FLOOR MOUNTING 3'=D" LES! 4'-0" -- -- 14 t2 70 /4 12 - tp 14 12 10 tg 12 10 t4 f2 t0 - 9 9 9 9 9 - 8 e 8 8 H - 8 8 8 7 8 - -- B 6 6 6 6 7 55 3.5 - 6 •- 14 14 14 id I .- I ,,. I o 1t2 110 1 9 72 !0 9 72 l0 5 7Z i0 9 1Z 10 9 I o 1 B e 8 e 6 I c 1 8 8 8 B 8 I o 1 6 6 fi 6 b I u I4 Iz 14 72 6OR '6 b i4 iZ 6 t4 52 fi 74 72 Ia { e 10 9 SO 9 10 9 7a 9 e B 8 8 8 8 8 8 8 B 6 .6 6: 6 6 6 6. 6' 5 1 55 f4 72 iD 9 B 8 6 4 74 12 10 9 B 8 6, 4.5 14 72 10 4 g 6 4 3S 5'-0. 14- i2 10 F4 12 70 9 9 8 8 8 8 6 3.5 6 4.5 - 6 SS 74 S4 92 10 9 12 10 9 12 10 9 e 8 8 8 8 8 6 6 SS 14 12 5 14 12 55 74 12 ]a 9 f0 9 10 9 8 8 8 8 S 7 i5.5 8 6 45 4 g5 14 /2 10 9 18 7 4 - 74 72 is .9 g 6S 5 3S 14 i2 10 8 6.5 5 SS 3 14 12 10 74 12 95 } 9 75 g 65 7.5 4.5 4.5 - - - 14. 74 12 SQ 9 i2 10 9 8 8 8 7S 6 53 1 45 t4 i2 4 S4 }Z 10 9 10 9 8 8 6 6 4.5 4S .75 35 6'-0" S4 12 10 9 g 8 6 - H 12 70 9 8 e 6 1 5 14 f2' 70 9 8 65 5 3.5 14 72 10 9 7.5 5.5 3 - 74 72 10 8.5 7. 5S 4 3 14 12 8 6.5 5.5 4 3 i4 12 10 9 B 6 - - 74 T2 ID 9 e 6S 5 375 14 12 ID 85 8 5 4 14 12 8 6.5 SS 3 - - t4 12 10 9 8 6S 4.5 135 ti 72 to 8 7 5 3.5 3 7'-0' 14 12 t0 9 8 8 - - ib 12 10 9 B 7 5 1 4 14 12 10 9 ]5 5.54 3 14 12 10 6 6S 4 - - 14 12 9 7S 6 4S 3.5 - 14 05 7 15.5 4S 3S' - 14 4 44 72 9 7 7.5' 45 - 14 ii 7 SS 4S - - - 14 72 10 7S 55 4 t4 72 10 9 8 65 - - i4 12 7D 9 8 6 4 ld 72 10 8 6.5 5 3.5 - 14- 14 - 14- i4- S.5 14 72 9 7 6 4.5 - M It 7 15S 45 35 - TD'-0°14 112 110 1 8 65 .5 1- 14 13 jqS 16.5 1 5 4 1 3 1 1 14 1.1-1 6 5 1 4 1 25 9S 6 15 4 4 - 0.5 14 12 8 6.5 5.5 4 12 .9 7 6 4.5 - .2S 12 9 1 .6 [+.51 4 1 5 1- i4 14 OZI 7 15,5 45 -- 9S 14 11.5 7.5 6- 12'-0' ti /2 10 - - - - - 14 12 8 &5- i1S 11 ISSj 4 13 9.5 6.5 5 4 - Mb 8 1 5 4 14 10.5 7 5.5 49 13'-0' 7,5 5.5 4 1 3 1 - - - - 125 95 7 5 4 - 74 12- 10 4.5 - 7-I`- I S'-0" - - - - 35 3 10 65 - - - - - 05 8 5 - - - - - b0 I I fez f 6 I4 - - - - 7 _ - - - - - 1.5 SS SS - -- 16'-0' 14 - - _ - - - _ 9S 6 - - - B - - - - - - 8 6 4 - - 9.5 - _ _ _ _ - 9.9 7 5 - _ _I _ I - I g I 6 I I _ I _ I_ ._ I_ • nu SN'ic T CF u5E FOP V DN 19 1 HV BLADE 0 1 HV BLADE WJ 1 &HV WINDOW BLADE WORKING IN UNISON t I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOVS: (A) TO EXISTING POURED CONCRM (Min. rc = 3 W) - 1/4'0 TAPCON OR TAPCDN WITH ADVANCED THREADFORM TECHNV-= ANCHORS, AS MANUFACTURED By LT-W. BUILOEX. (Min. f'c = 3 ksi) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREVl, BOLT & SPECIALTY COMPANY. (Min. t'c = 3 ksi - 1/4"0 BLUE TAP CONCRETE ANCHORS V!/ CAP AS MANUFACTURED W FLORIDA FASTENERS DIRECT, INC. (Min. 'Fc = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT 8 SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AM.ER ICAN SHUTTER SYSTEMS ASSOCIATION, INC. (tUin. f'c = 3 ksi) NOTES: AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF.'APCON OR TAPCON WITH ADVANCED 7HREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/47. AND FOR BLUE TAP W/ CAP ANCHORS is1 1/2-. A2) MINIMUM EMBEDMENT OF 1/4"0 X 3/4" ALL POINTS SOLJD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO E70ST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE SSA L BE. L0 STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE. L074G ENOUGH TO REACH THE MAW STRUCTURE BEHIND SA@ WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EtFS WR'rl METAL STUDS SEE SHEET 20. (a) TO DGSTING CONCRETE BLOCK: (ASTM C-90) 1/4"0 TAPCON OR TAPCON Y4TH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. SUILDEX. - 1/4"0 X 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECLALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS CIRECT. INC. - i/4"TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISREILYTED 8Y ALL POINTS SCREVI, BOLT & SPECIALTY COMP0 ANY OP. ANY OTHER. AS LICENSED OR AUTHORIZED VENDOR REGISTERED SVTTH THE AMERICAN SPUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP VT/ CAP ANCHORS AND TAPPER+. ANCHORS IS 1 1/4" ANO TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLD=S-T'I' ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO S.'tALL BE PERMITTED. i/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO 'STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS CR ANY VENEER BE FOMIO ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID MALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON IN NOTES B02) ABOVE FOR INSTALLATIONS ON VINYL SIDI}JO OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER EE SHEE FOR INSTALLATION WDON INTO EIFS VATH METAL STUDS ST 20. (C) ANCHORS SHALL BE INSTALLED.FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOVJ. FOR E. D. LESS THAK- THE NOICATED, REOtUCE ANCHCR SPACING BY MULTI LYING SPACING SFONN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THA:1 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE DICTANCE TApOppt TAPCON WITH ADVANCED THREADFORbI TECHNOLOG_ Y Ay1 POINT SOLID SEF BLUE TAo W / �' TAPPER + MIN. SPACING E.D. ldJN. SPACING = 3' MIN. SPACING = 3' jula SPACING = 3 1/2' 6tW_ SPACING = 3" 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK POD!€,1 CClE D7 B.DL9C POURED CONCRETE & POURED CONCRETE & P,7DIDr C9�iE C kREE 130t7C l4L EO=Y Ndt ED=3 //2' MN ED=2 ti/2" CONCARL H 38 /CK CON RE�,BLQCK NV. EIl=3 1/2' MJ! Fa S/2' 3" 1.0 0.90 1.0 0.78 t.O 0.84 1.0 2 1/2' - A81 1.0 - - 0.67 1.0 2' - 0.7T - _ - 0.51 - i 0.91 - _ - 0.43 - 02077 T11.TEC0, INC. VICn' �e IL ECO�N�. 7�. � TILLIT TESTING &ENGINEERING COMPANY e /[ (C �• 6355 N-W. 36y St" Ste. 305, VInOW'A CCAWDS. FUDMO4 33 pp !� ti Phone : (305)87171530 . Fox : (305)871-1531 .n •••'• A IDN ` 1_ !!5! e-madED', t 9 .cam m=`"J�/O '•a,.'•„• ��1LItlH WALTER A TiLLIT Jr. P.E. P.E. 55��1YY�J G IST�� 4MATE FLORIDA Uc- 4 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West PDIm Geoch, FL 33407 ©2C 17 EASTERN METAL SUPPLY, INC. '71mmm■■M �Y7M Accordion Shutter System FLV. IKADE #1 W/ OR W/O N,V. VdNDOW RADE =Elmo 3 DRAWING NO 4 17-107 1 s I I �-r U F -E L'k�A77G'S OF USE FM BI ,E jj� O;{ S?IEE 19 t NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTP,ATES FFXCFMV4: la YG1;l, FLOOR OR SOLID WOOD SDFFfT SHALL BE AS FOLLOWS: 3. SUBSTRATE EW l CONSIST OF THE FOLLOWING: CON ANCHORS, AS MANUFACTURED BY I.T.YJ. BUILCIX' l'1/ AANLUUN QAC-eDA{E� 0.S I.YpiC4TE0 AT -0OSDUGIAS �FlR % PINE NG=0.50 (J{DS)(N.DS) ON SHEETS 16 & f7. -SPRUCE PINE FiR NORFH Yf --E NOTE 2 BELOfl. / G=O.43 N.DS.) -SPRUCE PINE FIRSOU7H W/ G=D.36 (N.D.S) O HOLQN MUNG SHAL BE AS PER A10UNTINC TYPE U, SHIM 17 AND SHALL CONSIST OF -MN• 1/2' CDX PLYWOOD (1985 APA) AS PER NOS 2015 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL 'OF THE RECOARIENDAT'ONS AND SPECIFICATIONS OF THE _ ANCHORS WNUFACTURER. "" '` n� 0 FLORIDA BUILDING CODE (Mon High Velocity 9 y Hurriccne Zorn 11iiat E2017 77LTEC0, INC. �"�'�>7 @2017 EASTERN METAL SUPPLY, INCZ. BERTHA HVT1a F' 3 1L E C O r,N�. A.S.&A. Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY American Shutter S�/Sfem7S KV MADE #1 W/ OR W/o H.V. WMW &JIDE f, is 5355 N.W. 3ft. SI. Ss. 105, YIR�NIA rJADFN5, FLORZA 331- ASSoOioflonA Inc. EV N DESCRIPTION DAIS DRAWN BY. LG 1 OLD 1$-0$5 7/27�i DATE: 07/27/17 1�Fti Phone : (305)871-1530 . F= : (305)871-1531 e- eom `�AS70...""C'. 4268 Westroads Drive West 2 3 �,�b1q,. Eetoaos�is g/ WAMER A. 0NAL Palm Beach, FL 33407 DRAINING N/Ja�'A ., 4 11f{ TILurr Jr. P.E. ! "" L� '.E. S�?J4ST �A1 UlZE/DATF FLORIDA Lie. 1Y t41s7 5 ^..^� /-WALL NNISH W'0 TAPCON OR ON WITH ADVANCED i FTHREADFORM TECHNOLOGY wl i i/x"hKm,PENETRATjGN OF THREADED AREA -TO EXISTING VIGGO HEADER. I (SEE SCHEDULE ON SHEET I!* 0'; f z fff E Pf -,g: 0 I EXISEING MIN. rx4" WOOD PZ4DER REQUIRED EXISTING t GLASS--i' TO QASS (SEE I SDOXA-E 4 ON 11 FOR 9 ON SHEET 19 FOR D'AnEs (D & 0 gHV— —WALL HEADER.INSTALLATION EXISTING 0 2'X4' 5 MI. SEPARATION TO MASS WOOD P (SEE SCHEDULE ON SHEET 11) REQ-1). Z' FINISH 4�&MTAPCON OR AP YM4�ADVANCE() THRSAbFbRM TECHNOLOGY III/ I I/Z' Wh- METPATFON 'OF THREADED AREA To EXISTING 'A WOOD HEADM .(SEE SCHEDULE ak SHEET I* 1140-2WIr SS. VACHINE SCREWS W/ 1/4'-2V NUTS 1-Min 12, ca OR 12�--�� EXISTINGmin. 1--2hx4 ' WOOD HEADER REQUIRED EXISTING 44 L'JN. SEPARATION TO GLASS GLASS --I �(SEE- SCHEDULE ON SHEETI] 2'x4' WOOD REeD- t1V WALL HEADER INSTALLATION MIN SEPARATION TO GLASS DUSTING ttItL SCHEDULE ON SHEET f �Z�i L-1/4"9 LAPCON OR TAPCON V4TH ADVANCED i THREADFORM TECHNOLOGY W/ 1/2, Min. PENETRATION OF THREADED AREA INTO 1 �A,CQO (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4 1/2" UrN. COX PLYWOOD REO'o. STUDS 0 16' D.C. MAX REQ'D. PLYWOOD TO BE 'EXPELING MIN. 2x4" STUDS a Is' O-C- LAX. REOID. X7ACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO 5-MES IN ACCORDANCE ACCORDANCE WITH W-Mi SECTION 2308 OF THE FB.c SECTION 2306 OF THE V WAI I 4ZlI I IM'CTAI I A-rfr%kf Fx:c. ' .E. 7/2 I MfIiElo�pi PL ODD 0. WALL F 1/4"0-20x3/4- S-S. MACHINE SCRE96 w, 1/4"-20 NUTS a 1; O.C. OF 1/4-0 TAPCON OR TAPCON vm'd ADVANCED I -SEE SHEET 4 FOR TYPICAL AL THREADFOW TECHNOLOGY SHUTTER ASSEMBLY, W/ 112' Min. PENETRATION OF ZMOUNfMIG SECTIONS CAN BE THREADED AREA INTO F"EM1001) COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) 1 SLUT ANY wsTAULATI%, rn) BY 11� -WALL SILL INSTALLATION OSEE.Ulff(3143 OF USE OF I ELATE '&A�, ON SHEET 02017 "JILTECO, INC.. TILLIT TESTING & ENGINEERING COMPANY 055 KW- 36ttl St. Ste. ZG5I VIRM-10A MMOM FOMA .33 PkWe . Fax : (305)971-1531 a— ll tale=000LMOM WALTER A TILLIr Jr. P.E. FLORIDA U, f 44167 &M SEPARMON! To CLASS JESSE SQ4 EDULE ON SIIE 11 FPR RAM IDA ON SHEET 19 FOR c4sTING I MADES 0 & �2) GLASS--4 zr 'A TH wf EX 00 HV WALL SILL MIN, SERAWIGN TO CLASS —(SEE SCHEDULE ON SHEET I IV A-21 �L7 TAPCON OR TApccN SCHEDULE ON SHEET 15) 20x4- CONT. SILL PiATE READ. S.S. NUTS I ADVANCED 1 1/2- AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLGar W/ 1 1/2- CO PLATE Min. PENETRATION OF THREADED AREA TO I'D EXISTING. WOOD HEADER, 15) (SEE SCHEDULE ON SHEET �j WALL FINISH HV WALL SILL INSTALLATION AnSuS.A. American Shutter Systems Association, Inc. 4-268 Westroods Drive 'est Palm Beach, FL 33407 n High Velocity Hurricane 1 .017 EASTERN METAL SUPPLY, INC. ffw%swx 5 "m "VtM Accordion Shutter System KV. RA #1 W1 OR W10 KV. WNDaNRADE I AWING No 17-107 TY44LL FINISH . - . .... J11. A J.Y. as FFN -a-Runc- KAk""ILv QMt P"LLI I& tUM MAX SPAN & D€SIG1V LOAD FOR INSTALLATION WITH BLADE (fil& ORKINg IN UNISON 4'11 TAPCON OR T PCO A N WITH ADVANCED 4x8" (Lfin.) EXSHNG QZ 2' MIN= THREADFOR WOOD EDGE (iF APPLICABLE) Wf 'Z11=0_11ZON A-DEQUA OF IlfaE(') AREA TO OF PIC BEAM j PH911PS TRUSS HEAD EXISTING WOOD 111,,� TO -BE CERTIFIED By V WCHINE SCRM -1 (SWSCHOULE ON %g1T 15) RE OR. OUSTINIC WOOD W/ 1/4-20 NUTS ARC UECT MDR ID EQ 7 0 12- O-C.. SH IN-01ILLATION. TRUSSES OR 19 1/2- RAFTER 0 24' O.C. RECURRED i A OR 15 1`?4a TAPCON OR TAPrON WITH ADVANCED EXISTING SOFFIT -257' rriRMFORM TECHNOLOGY (r. 3/4, Max. THK_ Max. W1 3 1/2' Miti. PENETRATION 0 E -EOi 'x4'x'!A' CONT. ALUM. TUSJ OF TFWADED AAEA TO fI4x3/4* \-OPTIONAL sms. I (6062�.-T6 ALLOY) W/ UISW4 WOOD w_.;DEp_ I (SEE SCHEDULE ON SHEET C.C. i or or I--,' (3)SPEi'O LAG SCREWS To or or @ i @ Q _:') EACH RAFTER OR TRUSS. Or Li LOCATE LAG SCREWS AT r;LLJ EXISTING MIN 27W MIDWIDTH OF DaSTING WOOD EXIS"If IG­__4I HEADER REQ'D GLA;S Al MIN. SEPARATION' TO GLASS OPEN IiOLE AT FACH-/ MEMBER. (2- Min. NOIANAL (SEE SCHEDULE ON SHEET 11 STUD TO ACCEPT WIDTH) W/ 2o,llh� GLASS x S/16"O LAG SCREW PEOEFRAT04 OF THREADED AREA VALID FOR AT CENTER OF TUBE. IMSTAL-AMONS WITH 72pe 14=m ML $MkATQJ il EOSTING LIA SEPAmarialI (�)HV WALL HEADER INSTALLATION TO MAX A.S.D., DESIGN LOAD Atia SCHEDLXE ON SFW CLASS TO 9'-0' MAX. SPAN. THIS * 11 FOR is 090 NSrAL_AfI0N IS ONLY VAUD Ch SIW to FM I OR 0��X I UA gn FOR WOOD W/ MIN. SpECIRC MBREFT 4 FOR T�?;M SHUTTER ASSEMBLY 0) ON GRAVITY' OF 0.50 AS DOUGLAS UTH r2-WJ"?,'G SECTIONS CAN BE COMBINED I OR FIR OR SO EpN PINE No. 2 I IN E -IM OR EOUAL N AbIl'. WAY TO SOW ANY INSTALLA J)HY CEILING INSTALLATION U BY CEILING INSTALLATION i I To a -Am (SE'� I OR 31# MIN. MIN. ,SEPARAMON TO GLASS SZEDULE at SHEEF 11 FUR ELAMDa t� SCHEDULE ON SHEET 11 EXISTING i -to Cuss SEPARATION E)nSTING GLASS", ON s`M 19 fal m & 1 GLASS--J 1,0EE SCHEDULE 4 SHEET I I,) A :ANCHOR ; LOCATION WALL— I EXISTING 11,4-j Uh% GLASS FINISH/ #10x3/4' HEX III 2"x6- MIN. Y. 13 Max. WA-qiER HEAD TEK I DECK REQUIRED 0 2�.57 MIN. WOOD SCREWS 0 12� a., L (NO FINISH DECK REQUIRED (tiO ALLOWED} RIZSH ALLOWED) EDCV EDGE: OF DECK- OF EDGE OF DECK IF APPLICABLE DECK IF V. 1/410-20x3/4- SS,APPLICABLEIF APPLICABLE I 11r0 TAPCON OR _k PHILUPS. TRUSS HEAD Mh TAPCON WITH ADVANCED MACHINE SCREWS 2',,V' Co ATE Er 1,/4".0 TAPCON OR TAPCON KITH ADVANCED SILL:PLA'� FHREADFOP14 TECHNOLOGY W/ 1/4--26 NUTS 1/4'0 TAPCON OR CtINOLOGY W/ 1 1/2' m wl 1 1/2* ?Air,. PENETRATION a 12" O.C. T-APCON 119TH ADVA14CED rAREACFORM_ REWD bak THR54DFORM TE 2" M F OF THREADED AREA To, TECHNOLOGY VI/ 1 1/9' Mi. PENETRATION OF THREADED PENETRATION OF THR:-:ADED EXISFINO WOOD HEADER. AREA TO E)OSTING WOODITEADD;Z, (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING. WOOD fTjZEFL (SEE (SEE SCHEDULE 014 SHEET 15) SCHEDULE ON SHEET 15) 4�DFIUSE FOR LALION I* SEE Lpff, (W JH 9X, BY WALK —OVER INSTALLATION HY WALL SILL INSTAL Y FLOOR INSTALLATION Izz, __ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 TIL7,CO, M @20117 EASTERN METAL SUPPLY, IhC. BERTHA Hvlu Accordion Shutter System A,SA,S,. KV_ aADE #1 W/ CR WIG H.V. WNWW RXE TESTING & ENGINEERING COMPANY American Shutter Systems I. SL. Ste- 305, MRSM MRDE;S� ROOM 331se Assoclaffon, Irtc, 9 OLD 15- �M/2711 (305)971-1530-. Fax : (2305)E-ii-i0f 4268 Westroads Drive 2 tp%p/ ........... \W131 e-mal: I ,% EB-OONEI719, West Parm Beach, FL 334,07 _3 bRAMN,- No 01VAL WALTER A- -4.Ur Jr. P.F_ 4 1 . 7-107 P.E. ISEA0$I_G'8I_A"T*L'J`RF/DATF FILOPM& Lic I 44157 5 curry (J J Dams aQ i1='AOOJ. t/3 (ECGCaw. - CJtf KUNMI,M ; a-KE 1/Z' e6rt '. FT' AT O :StE q:S��a.,E O` (D) — .01 G16 ,C. BIC. 01610,E s.•e LOT OR Q* �5• � v.1�r.�sv. �7j e ca �sLs. _END CONNECTION DETAIL. END CONNECTION DETAIL (9J 51Y LETAII x FUR 1 1 OR s cT aarn TO TRFrK6 1/4. G. Per Fl:Ctit4 A• WN, WOOD IDS REO'M m OJES �{ SD-�JlE W SitiTT. Tt.gR ELN; ®,.J,q Jut COX a = +E'7 19 FM 'LY1s']00.. 61e %A; g END CONNECTION DETAIL 'l—Fxl4TJ55 o END CONNECTION DETAIL t12' 2 m- � wana END CONNECTION DETAIL PLAN DETAIL X PYdLJO. 1n- •IJE t• R 2' sstY. aJxarJu a� ,¢wE 0) g1U.1/z` 5.as..m�a a)I/4s TJ?.L+S NJtN.i6 m wttt F*J•ac Fr. vJJan s><aa ] OR qy� u�w END CONNECTION DETAIL ! REP IM ONLY WR SPAS ORFFTER TYA'Y W-e^ O SEE LllfrAT10NS OF USE FOR BLADE ® ON SHEEP 19 FLUWA 8UILUIN6 GWE (Non High Velocity Hurricane Zone ,��I+.,i •l' • ••.., t;^2017 TILFECO, WC. 02017 EASTERN. ME-rAL SUPPLY, INC. BERTHA HVTM L E C tip W Accordion Shutter System A■ ■ ■ R H.V. BADE #I .W/.OR W/O FLY WNDOW BADE 7 TIWT TESTING do ENGINEERING COMPANY American Shaffer Syeems f11 NaAX oRFW+W. ' 6155 M. 3 Association Inc. Ci . ' t 6uw st, st,. 3Ds. Y&UL•J'l GFf�EfJs, Fwaraa 3716 1 OLD 15-055 7/2711 ouiE 07/27/17 t- Phaoe : (305)871-1530 .,Fat : (3(5)871-1551 4268 Westroods $nice z S C•��•.........•-''•ON ,s`i e-maT: tdteco®aoJ.9om West Palm BeocR. FL 33r07 3 csJ j� ss`` \ Ee OW671s. DRAWING Na AL �1J ,." WELTER A a f Jr. P.F- b 1 7-1 07 P.E. Sk/SiGNATURF/DATE �O La :bi67 5 r, rrr + 05 14 @�,�—c M 'EA E u�R— MAX. 5 W9NW -ALLOWED AT f WWWW BLADE SEE END CONNECTION DETAILS ON Sh 10 & T8 TYP. FULL HEIGHr•- A G 1 M . 0 T U a . D - H TOP & BOTTOM W 2;..II A?"�, .{7) UdO1 NLED WID'"' ` Z3 s \J ELEVATION >&L SEPARATION TO CLASS EXISTING CiF55 SEE SCHEEDUU Ott SHEET 71 FOR BLADE 1' ON — � � .'D -,Fs StiEET Fca EIAzEs Q & N{JA -----_—_--------��-------�_T------��--------- X------ Tyk Q: TYP. SYMMETRICAL CLTNTERMA7c^S,v,,? Vr/ 24 OR 5 AND W/o (SEE NOTE 4 ABOVE) 1 PLAN ' TYPICAL r HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE A SHUTTER* t, VAX. A.S.O. OESIM PRESSURE RATING: +114 - 110 psf. 2. MWL SHUTTER SPAN: Be 3. ALLOWED MOUNTNGS: & 0. G & fi ON SHEETS 6. 7: AS WELL AS MOUNTINGS M. 0. T, U & W ON SHEETS 16 -& 17. �-a_yp ONLY CENTERMATES 1 (BOTH W/ 4 OR Yo ARE ALLOWED W1fff � . LAYOUG' 105f S ONLY AT W bR ACCESS SIDE OF OPPOSING Cc�TTERLU , 5.'(A) W WINDOW BLADE l`.O' SHAH ONLY ALLOW A MAXIMUM OF 5 OPENINGS WO HOLES) FOR. ®,PER'BLADE AT SPACINGS SHOWN ON SHEET; 4. (B) MIN. CLEARANCE KTOP OR BOTTOM EDGE OF HV VMDOWr BLADE OF ANY 3 P HOLE FOR," BE 12'. (C) FIRST OR B;AD7 COMING OUT FROM START-RS A7 ENDS MAY BE HV WINDOW ESM-- 1w (0) HV WINDOW BLADE' i® MUST W USED ALTERNATE TO A SOLID W BLADE(D THROUGHOUT SHUTIEWS V4DiH ( TES SHAM ALWAYS BE INSTALLED AIMAC NT TO A SOLID Hv 1 AT EITHER SIDE OF THEM. M POLYCARBONATE hW WINDOW ® SHALL BE INSTAI I M ED IF TABS PACE THE RtTERIOR, OF THE OPENING BEING PROTECTEO. H✓ WINWWI�jq MUST BE ONLY INSTALLED AND 1OCKED USING A W SETTING TDOL PROVIDED BY ASSA, INC. E SEE ANCHOR 5PACING SCHEDULE FOR INSTAUA710NS INTO WOOD FRAM HUILMGS ON SHEET 15. AS LU1TI'ED $Y SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE)_ 7. SEE ANCHOR SPACMG SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UM17M BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2. ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1' Ii 4 ' 6,25' ' rL' RORIDA SUILDING CODE (Non_ High Velocity Hurricane Zone 1AA •,•••••• • tf = ¢2017 TRTECO. INC_ AA, .,✓ �j j�� •., @ 2017 EASTERN METAL SUPPLY, INC. BE. HVUf +~ �' S A Accordion Shutter System 1 L E C O f MC. ■ ■ ■ ■ kV. ®Aor1 W/ aR DOJO kV_ Wrnarr UADE TIU1T TESTING k ENGINEERING COMPANY American Shutter Systems . N DESCMP80N DATE ORAWh7 BY: L.C. E35E 14M. wh. SL. SLR 305. WIGII A GIRDEM1S. ROFMA 331EE Association, Int. I OLD 15-085 7/27/1 DATE-, 07/27/17 own e•..' !....... F,� : ('OS)87I-1530. Fez : (3os871-1531 4268 Westraads Drive 2 �a(j �\ 60 rmo-t 0 t9t=6*C .= West Palm $each, FL 33407 a DRAWING No A1L � rlrt WALTER A. TIR(T71Ir P.E. 4 17— 1LO7 "-•.Iferefr'r FLORIDA Lk. 144167 P.E. SEALISIGNATIIRF/DA.TF S _ r 'a 1 1/z z o.d3s' THICK. M;n. AS6 a-6s3 ra rx w !!m. G-12 GALv. STEEL FOAL SNI A AT I t"s 0.036" TH1Cic Wa, r TEED TRACK Cw -60 i tRADE 40 Mm. G-6O 1 SIENED TO STUDS r TFK SCREIYS ate MaOR FACE I I i DaSRNG GLASS —I .C,ALV 1/STEE TRACK CCHANNICK E,_ t-653 GRADE 40'W,. G-60 TLED FASTV4ED TO STUDS 0x1/2' TEK SCREWS ON R & EXTERIOR FACE' -6-x i 1 j2 ii 0.035' THICK Min. ASTM A.-6S3 GRADE 40 A n. G-60 GALv. STEEL METAL SUDS AT 16' O.C. VARIES r max. a p 4 43a C./ 0 $" O.0 i ' EXt5T1NGFINISH ABLE cA5 APPLICABLE MIN- SEPARATION TO GLASS (SEE SCHEDULE) !NG FIMSH APPUCABLE QENERAL LIMffATIONS A7MA DITIONS nF USE F0�8ERT#iA HV BLCORDION SHU�IER SYSTEM INSTALLATION AL STUD WALLS I. MAX. A.SD. DESIGN PRESSING: 4.75, — 75 (psf)2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: PASOHEET_4. ONLY. EHTERMAic.21 WfLOCK ARE ALLOWED�21 ARt2ANGE{2 A ICAL LAYOUT_OF (2) 35 (6^ LONGM) MUST ALWAYS BEINCLUDED AT"EVERIOR- ORR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL hIVF IS ALSO VALID FOR CENTERMATE @ APPLICATION WITH BLADE 10 L� 6" O.C. MS WALL HEADER/SILL INSTALLATION c— — _ _ ^ _ _ _ _ _ _ 4. _ _ __ _ - - -EXISTING GLASS _ _ _ 1:::-��:.' _ t,::•. :..< .:'rSYM ETRYCAL 43a 43b'43c; I " I 1-, SYMAft E—IN Ti-AL 1= r CENTERMATES W/ I = `��-=`t I�<"CENTERMATES W ::;EXTERIOR ACCESS SIDE;" 1 ':_::i•.:':' : INTERIOR ACCESS SIDE '. (TYP-) (6' Min.) 3 1/4' (T)•P.)-(��� I F ti \l (6^Min.) — - —1 --- 2 -i ---- HVk HV8 BLADE SLACK DETAIL HVF HVC L2017 TaTECO. INC_ qt IL ECO mc- 1� 7IUJT TESTING & ENGINEERING COMPANY ! 5355 R.W. 36t( ), fife. 303, yR.F x C 305), 1-153 33111 (305)871 -/530 . Fas : C30s)9'71-1531 {Nl ��\ ,t WALTER A ff jr. P.F P.E. SL��A}AT�1�h�InATI FLORIDA Lc f 44167 -j 2.000' Max. �- o�� .-.063, 3= 1/4"0 NOMINAL ALUMINUM SLEVE 6063-T5 ALLOY SEPARATION TO GLASS SCH � It k0 = 3D00. VC FINISH AS APPLICABLE TOP & BOTTOM) I:-- — -7. rein. �crtirv.uw•t -_ v,.2- TO GLASS 2" (SEE SCHEDULE) Map IN 6 1/2" MAX. SLACK A.S.S.A. American Shutter Sysiems Association; Inc. 4268 WestroadS Drill - West Palm Beech, FL 33407 ;u:ii ;vxn:r+un;:rum;r � 43 /4"01-20X3" BOLT MUST PENEi RATE q^ 1.373' i m `i/4^0-20 THREADS _1_/4"0 ELCO CONS7RUCTIDN PRODUCTS FAR—LOK HD COMPONENTS SCALE: 3/6"= T. 1 3/4-x 6 1/4"x 0.035" THICK Min. t ,CONT. C-FLV. STEEL TRACK CHANNEL. ff f ASM A-653 GRADE 4n !Ain. G=60 r GALVANZED Fi>riTENEp TO STUDS (2) htSxt/2" MK SCREWS ON INFERIOR & EXTERIOR FACE I LOCATED AT Q Hi HEADER/SlU ENDS VIEW Y SIDE CONNECTION TO TRAck a2017 EASTERN METAL SUPPLY, INC. BERTHA HVlu Accordion Shutter System KV. aXE #I W/ OR w/q H.Y. 1MNi70W BADE _ N DMRPTM GATE' DRAYdI BY, LC OLD 15-M 7/27/1 DATE 07>27/ 3 DRAWING NO 17-107