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HomeMy WebLinkAboutPLANSJ GENERAL NOTES: 1. BERTHA H:V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (p,ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (Gth EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL. BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 8E INSTALLED WITH'A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 2D. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER.ASCE 7-10. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY O.S IN ORDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20: IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, 'A 33 % INCREASE IN ALLOWABLE ST ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.6O WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, RESS FOR V61NQ LOADS WAS lyQj USED IN THEIR BEBERTHH.V.A H.ACCORDION SHUTTER 5YSIEM'S .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 REPORTS: -HV 81ADE 0 J02T4.01-03, B0715.01-03, f1004.01-05, #1214.01-05, #0317.02-06. #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1B86 AND E-1966 STANDARDS (MISSILE LEVEL. 0, WEND ZONES 1, 2 & 3).& #122d.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSIi -HV WINDOW BLADE 9 40505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WINO ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE'&AND HV WINDOW BLADE ©i ARE ENGINEERED TO WORK IN UNISON 1WTH EACH OTHER UNDERTHE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA. H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL 9E ^g14xZ75' AND #14■1.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 k4i TENSILE STRENGTH. PINS SHALL BE, E COATED WITH BERTHA HV 14x2_7 "ANIELD COATING 5' ES AS MANUFACTURED IN APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD.. 4• ALL ALUMINUM EXTRUSIONS SHALL 8E ALUMINUM ASSOCIATION ALLOY AND TEIJPER. AS INDICATED ON SHEETS 2 6005-T5. ALLOY. AND S. MINIMUM YIELD STRENGTHFOR 6063-T6 ALLOY IS 30.0 ksN AND 35.7'ksi FOR S. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AISI SERIES OR CORROSION RESISTANT OOATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi .MIN. YIELD STRENGTH AND 90 ksi .MRJ. TENSILE -STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33,4. 6.BOLTS TO BE ASTIR A..307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS .STEEL WITH 35 k61 MINIMUM YIELD -STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR- SPECIFICATIONS: HV BLADE,0 z 1413.14AS AND 20 HV BLADE ( &. WORKMG IN UNISON: 12, 13 & 15 8. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART By PATENT #V458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE IV HERE SHUTTER IS 70 HE ATTACHED TO INSURE PROPER ANCIiORAGE CONTRACTOR TO SF1sC/CAULJ( ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT O 13E TI INTRUSION. I T0. EACH UNIT ANDUST REAR EEOR LOCI LABEL 1N A VISIBLE PLACE Wfili tYARN'NG NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HVANDHD CEIQIERMATES AND ENGAGE OR LOCK ALL HV AND ND LOCKS_ 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER PTry ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE LACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE_ 12, BERTHA I H.V. ACCORDION SHUTTER SYSTEAt'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWLING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. . 13. (a) THIS PRO. PREPARED 6Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DLlMTE FROM THE P.E.D. (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT. BASED ON THIS P.E.D.. PROVIDED HE/SHE D ES NOT DE4IATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE 'CONTRACTOR'S' RESPONSIBILITY. '(C) THIS P.E.D. WILL BE CONSIDERED INVALID 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 WALL REVIEW. ER BLE FOR THE PROPER USE OF THE P.E. REVIEY/.D. ENGINEOF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D_ ENGINEER SHALL'SUBMIT TO THIS LATTER THE 517E SPECIFIC BE FOR TABLE OE CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET .2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV B a (b AND HV WINDOW RT ApE g, (WHERE APPLICAE 1 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 CEWERMATE ALTERNATING DETAILS HV SHOT 9 END. CONNECTION DETAILS 1-61 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 rM WE , L t iL1 • , TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4 HV WINDOW 13LADE 117 ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF, FLORIDA (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 17rAP99GJdBp,�d- - _ -- - lDA BUILDlNG-COOE (Non= is as�y fi�rr•-.:+3 oson nL1Eco. INC. 0201 A.S.S■A. Acco KV MADE #1 TILLIT TESTING & ENGINEERING COMPANY American Shutter SySfeR18 N DEsoR FILEC*'r'4F'Nni4 6355lLY 36h 5N $l6.3g3G, F0- : (3 5)87,1 1531 316 Association, Inc.Drit OLD 1E (305)871-1500 FCa : (30S)87.1-1531 4268 Westrobds Drive z - ��R'�ys!; 7LEg1 1�/ LSi�'f Pam` o-maEB-OW�t9,�, West Palm Beach, FL 33407 3 fv+Wrib S'%a^'„A" WALTER A TILER Jr_ P.E. 4 P_F SFAF.dCfcnls'n for /nA= FLORDA Ue. 1 44167 SUPPLY, INC. :)n Shutter System OR W/O KV WNW BLADE 4S 816, O 1.371" i qs 4.385' 1 cssr 4.999" BLADE US P �HV UNIVERSAL FLOATER US ATENTy, - t 79 QUALIFIED FOR USE W/ HV BLADE * 6005—T5 ALLOY AND TEMPER LIMITATIONS OF USE OF BLADE iA ON SHEET 19 6063—T6 ALLOY AND TEMPER `6 HV ADJ FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE fti 6063—T6 ALLOY AND TEMPER 1 HV CEILING HEADER OWLIFIED FOR USE W/ HV BLADE (1';ONLY SEE SECTIONS FOR VALIDITY- 6063—T6 ALLOY AND TEMPER x--1 1 lf i ii e [Ili1' 0:062' 1 6) SIDE ANGLES QUALIFIED. FOR USE W/ HV BLADE 6053-T6 ALLOY AND TEMPER. N '� J HV IRECT MOUNT QUALIFIED FOR USE W/ HV BLADE(Tj 6063-76 ALLOY AND. YEMPER" J%HV WALK —OVER TRACK QUALIFIED FOR USE : WJ HV ( BLADE . rY 6063-T6 ALLOY AND TEMPER a 3.226" ins (IYP.). n 4.897' j HV AD.t ADARTER W/LIP QUALIFIED FOR USE W/ HV BLADE (D 6063—T6 ALLOY AND TEMPER ,j� HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063—TS ALLOYY AND TEMPE I 02017 TILTECO, INC: ZT:77E7qoNc, r/ • , p(��� i MATE TILLIT TESTING & ENGINEERING. -COMPANY. ii 6355 N.W. 36th. SL, Ste. 305, HRMIA G4Rbc7IS, FIAMDA 331 Phane : (311*71-1530 . Fqc : (305)871-1531 a—ma0: tltecoaaod.wm / n via � IV� .• 6,k�' 4i� - �'� t(i E9 0006719 FALTER g� A. TRLR Jr. RE A 1 AT11 c /nnrc FLORIDA Lic � 4416767 U HV BLADE (-9)1­1V TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE r ONLY. 6063—T6 ALLOY AND TEMPER t 41 (iD WALL HEADER �/SILt QUALIFIED FOR USE W/ HV BLADE? ONLY. 6063—T6 ALLOY AND TEMPER HV A.S.S.A. American Shutter Systems Association, Inc. 4258 Westroal Drive West Palm Beach, FL 33407 fro HV RAINGUARC) 1:-7QUALIFIED FOR USE W/ HV BL IN46-0153—T6 ALLbADE N Y A D TEMPER - nLUrricane 2017 aiGa7 a WNO& " W TM Accordion Shutter System RV. BLADE #1 VI/ OR W/OH.V. WN UN BLADE ULU 1J--01JJ. 07/27/) O+RE: 07/27/17 a DRAWING No 17-107 G ONLY 2n2 HY-FLOATINGC E T \s• QUALT�IED FOR USE W/ HV BLADE 1 -& 1 •ONLY 6063-TG ALLOY AND TEMPER HY ORNER CENTERMA �;TE QUALIFIED FOR USE W/ HV BLADE 11 ONLY 6063—T6 ALLOY AND TEMPER u PLAN "- FRONT EIEVARON IO HV MALE "T" LOCK C NTCR1.lATC '1'i 4,56666" 1 f�7 LOCKER FOR "T" LOCK CENTERMATE QUAL151ED FOR USE W/ HV BLADE 41 Nir � EP HV FEMALE "T" LOCK C QUALIFIED FOR USE W/ HV BLADE�IONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPI 3P HD CENTEI QUALIFIED FOR OR 16 LOCKING ROD L\i QUALIFIED FOR USE W/ HV BLADE l I ;6063—T6 ALLOY AND TEMPER J� `&NSTALLATION WILL REQUIRE A 7/ 1.E i32L 6063-T6 ALIOY ANDTEMPER �+' 1j4--20 THRMED m n HV OCK QUALIFIED FOR USE BLADE C,� & @ ( Q. T n ^ s m '.8� 22 ATE LOCK Y QUALIFIED FOR. USE W/HV BLADE Cl ONLY. *'J HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV 6063—TO ALLOY aNO TEMPER v �' f1/2- �= I--1/4`P 3VHy 114" 0-20 AISI 304 CRIES S.S. THUMBSCREWS -- -—4UALIFIED-FOR—USE_VY/-HV-BLADE-0 - — -"-�" .ire L,20•.,7 TRTECO. INC. F'•+ TILUT TESTING &. ENGINEERING COMPANY t1"7ri1L 4/�' 7 8355 1L7J. 'J6m. SC. Ste. 305, W.GIMA GARDENS. FiOMA 33 (305)B71-1530 . Fax : (3O5)871-1531 =S0I`4 a -mat Gkeeo"3od.com •� 6779 �p �J�••p••p,•••••• Ott VE aPlPPr`-fnATF 4Jf�TETie R k 7Ti A. 1(,1JT ,h. P.E y P.E. S (Li//SR'�IA FLORIDA Uc # 44167 G ENAMEL PAIIM 1. I1 �MRASS C NDER IME .(CHROME PLATED) HV EGRESS LOCK HV QUALIFIED FOR USE ClL BLADE do ON}s� O.D. 1EA0 To— "r' R£V! � .t .825" �' < L 36W AFTER RIVETIN3 nffi_20 X 3/4" BEFORE RIVETING THUMBSCREW 1 /4"0-20 RIVNUT* 'kSERIES, 9444 ALUIMUM (202a-T3 ALLOY) LARGE FLANGE. THIN SHEET MSM,, PART . 0820. AS-WNUFACTURED 6Y AVDEL CHERRY TWORN, PARSIPPEW,, NEW .jERSEy 07054 OR EQUAL, HV ALTERNATIVE LOCK QUALIFIEDFOR USE W/ HV BLADE1 ONLY. M 7DER OR OYUNDER 0.875" 1dn. 1 .125' Max. 34 HD LOCK HY REGENT HARDWARE MORTISE LOCKS SERIES 2333 .HOOK BOLT LOCK. QUAUFIED FOR USE W/ HV BLADE(,1j& fi A.S.S.A.. American Shutter Systems Association, Inc. 4268 Westroods Drive !Nest Pdlr7i Beach, FL 33407 2017 EASTERN Accordion RV. BLADE #1 W/ OR 1 AL SUPPLY, INC. A Hv;M- tutter System KV. WNDOW aXX 3 DRAWING No _4 17-107 I SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV tO HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON. BUSHING Q HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0,8707X3/16- THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN IN/ #8 H;%D 4@3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ®� ci�¢o BOTTOM KNUCKEES OF HV ACCORDION SYSTEM W/ HVQ OR. N HV 1� BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN @ MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM lN/ HV 1D 00.324 > BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (3) HV PIN ® OR ©3 W/ 1/2- O.D. 1/16" THICK .S.S. WASHER T SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> 50 SHEET OO WHEEL 'CARRIAGE DETAIL N.7.S. BLADE'S KNUCKLE (m ) 2 7/8" i i 39 I 3$ OOR { OR 0 { { JAT EXTERIOR �^'�4V PIN ®2 -OR EEXTBLADE'S KNU(SEE NOTE * REO ASSEMBLY LAYOUT �L7.5. N.T_S. };1j�jsia so>ppgoppc 02617 TRTECO, INC. 1L E,C O fN�. � TfLLIT TESTING &ENGINEERING COMPANY 6355 NW. 39,14 SL, St'. C5, VIRMIA GMDE14S. FLOPMA 33 F ,q „ ,,. ;, RUM : (305)871-1530 ,Fox : (305)671-1531 s)70PIAL �� J/1i a maEB uOCM67 91.com J.A ..e,,u4Ji WAL7Eft A.'Tfl.U7.Jr, P.E. P.E. SEAL/SIGNATURE/DATE FLORVA Lic g 44167 12' :I- ON _ .Oszs BLADE .06255 R ,. .0625 . e25" n5 ry N X TAT mw g sm'04 TYPICAL HV WINDOW BLADE a AND POLYCARBONATE HV WINDOW DETAiL * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER h'6AKROLON 3103 POLYCARBONATE 12" MIN.. RESINS, UV—STA8ILIZEO GRADE OR SABIC �70 8L�AOE B�O M INNOVATIVE PLASTIC LEXAN 103 RESIN v , I (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR MMMD F�ST.4T FROPFarp STA!AMp 1:1¢, Et2,Pu�sth REFssa+� LNp[,t � y}1g R,� PFLM&AL ucuwnor ya1 LJYA ,m r�rs SPEMQ 'r' fSi61 D79Z 201; W/;n' O:OA3 s%" iriT;GTR ASTJ D6.'9 9.4W Rsi 9.6rA P-sr. .Tn AT YIELD A$OJ DM 1].5CO P 13.000 HDIDRAL MontWS ll1PPSL' ASM 0790 340.cm'v P.sL 3S5.a90 PSJ. NOTCIFD RDO FEE ��-QIAAA ASTIR 6258 IS Fr-xfn 17 R-LSrm _ nICKE 0ZHSrY ASLN 02d43 47.2 .-. 64.5 S G1A% RATE OF 8UP9fia ASTM 005 C-1 CLASS C-1 CLASS SELF L6 MN AMU D1929 t040 T 9P0 -F 1VF418can _ ASIM 0155 1Fh'StE SIRi1diH 0.`IER.'VrcAT!:pMv ASW 038 9302 Rsi. 284U p,s.i. Tel= SMESS 60RE YFAiHER.\-G AjDS S38 8481 P.a.L Ma O.s.L A.S.S.A. American Shuffer Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 GODE=(Non HL.gh Yelocity `Hurricane -Zart+ ©2017 EASTERN MEYa SUPPLY, INC. BERTHA HVni Accordion Shutter System H.V. MME #1 W/ OR W/O H.V. WNDOW BLADE 1 O.D'15-085 7/27Jv DATE: D7/27/17 3 DRAW-I/NG No 4 1J-107 OY' 0 w 0♦0 G 9- 0 oa L"'/at1Je+ 16 e„2� v - xve H= ��N xoc-xvc f 1( i �sFO�OQ [1, L/ M i! li 3a yDo- o c \ m f END -- 'AILS ON -ETS 1D do TYP. FULL N.T.S. )J•.. J y,..� oi3<,D$.ai/®fir say^ CSR��t.O Rqa•�+0R1141a Syat'l I* *NOTES ON NV LOCKS AND CENTERMIITES• .7.DATORY COMMON Al" ONE HV LOCK i& or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BF,I,OW jj2. OF SHUTTER SPAN FOR SPANS UP TO WS', AND FOR INSTALLATIONS AT ANY ELEVATION.. Kv LOCK t or 3 MAY BE USEQ AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @1 OR CENTERMATES W/(2) 1/4.0-20 x in' LONG FLAT HEAD S.S_ M.S: LO TYPICAL SHUTTER ELEVATION. CATKIN OF LOCK SHALL. BE AS INDICATED ON s F 2. OR - MAY IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO Two HV LOCKS BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENiERMATES (Et OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. J•�V1i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPAL CONDMO14 A!! 111:11''1 i1a ONLY WHEN yA(111b pY CONDMON #1 OR�A�(j ATOR'Y ONO nN � 5 � JrLJ � W/TWO H V LOQNL- .LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION; BUr MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTf1ON) 4._ MANDATORY CONDrtiON �9. ONE HY LOCK or '� S BE BE U AT CORNER OUTSIDE ATFS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL 8E USED AS AN QUFSIDE OR INSIDE DUCK, ATIACHED 1/4 LOCKING RODS AT TOP &TBDI SRHALL BENUSED. LOCATION OAS FLOCK SHALL BE INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS. PER. SCHEDULES SHOWN ON SHEET 12. ONE ALTERNATE .HV LOCK MAY 8E USER IN LIEU F FIV LOCK or. FOR ANY SPAN AND r TIONS AT ANELEVATIO i/4"0-203/a" SUM NUTASSHOYMONSEOTION TOCKS AT 1/3 OF SHUTTER SPAN_ 6. MANDATORY CONOTRON IZ EM JI MOUNTING IN nl LAIIM* ONE HV LOCK or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9W. AND FOR INSTALLATIONS AT ANY ELEVATION_ HV LOCK 0 or 0 or @ MAY BE USED AS AN INSIDE OR .OUTSIDE LOCK, ATTACHED TO @! or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. -i. M-S. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Wj OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER *NOTES ON HY " T" LOCKS AND CENTERtt_ ATES: EECCENTFRWATE ONEALTERNATEHVLbd�MAY REINSTALLEDINLIEUOF HV LOCKS LATI014 AT ANY ELEVATION. ALTERNATE LOCKt}� Y BE USED !$ANItJSIDEOOK ® INCLUDESUING Rf3NFORCING LOCKERt'�j7A;AS SHOWNONSECONNTED TO CEHTEftMATES AND �9 W/ 1/4"6-20x 1 1/2" LONG S.S.. THREADED BAIT W% 7/8:'O z 3/32` Y NGNUT CR WJ 1/4'0-20xI_ SSJA:S. INTO A 1f4 0x 5f6" RIVNUL LOCH AtAY BE MSTALLER AF MfOSPAN OR t2' MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 'Top AND BOTOM IS MANDATORY. *N E5 0 HD LOCKS 8c CE�N �ERES:c-� tNtrnMesEQNE ALTFR< TE HD .LOCK MAYBE USED 1N LIEU OF HVLOCKS.2 - QR :�S+ FnR ANY SPAN AND INSTALLA�,'Y ELEVATION. ALTERNATE HD LOCK S4` MAY BE USED AS AN INSIDE OR OUTSID. LOCK. ATTACHMENT OF Hb LOCK .ie4/ TO IS Wf 3 �8 z 3f8' F.H. S.SM.S.. AyD INCLUDES REINFORCE11EP1T INS AS SHOWN ON SECDONS HOB-HVB AND HOC-HVC, SHEET 30. LOCK MAY BE INSTALLED AT MIOSPAN OR f2" AWC(MUA{ BELOY/ OR ADOVt MIDSPAN, USE OF LOCKING RODS u�wS:.1S COMPLETELY OPTIONAL, i1196 `'��i ••� •.•• ••.> P+ 02017 TRTECO, INC. - �,, 1.• J �;'� TILLrr TESTING do ENGINEERING :COMPANY w55 NA wu) . SL. Ste.. 305, N.54" Qk�D-NS.. F1.O A 33 11 FhoOe : (305)871-1830 , For: (305)871-1531 V 9 E a-mal: tHto06710 aom L �aC ,r1T1i WALTER UlrJ, P.E. P.E. uRF/DATE fl=IDA U, # 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ©2017 INC. •oi.� ■ 0RD% "w TA+. Accordion Shutter System H.V. BII #1 W/ OR W/O KV NWNDOW MADE No 1©7 3 CONCRETE ANCHOR$ (SEE. SCHEDULE ON SHEET 13) HY WALL HEADER. INSTALLATION I Max. ;E. OR: OR0 —CONCRETE ANCHORS (SEE SCHEDULE 0114 SHEET 13) IM11MVIE (SEE tX)UNMG@)0N SHEET 7) Min S.S. EQ:- MACHINE SCREWS USING Ile-20 NUTS 0 12* O.C_ —a3 0, (15) OPTIONAL Mo., ; MIN. SEPARATION TO GLASS `(SEE. SCHEDULE ON SKEET 11) EXISTING GLASS— HV—.WALL HEADER INSTALLATION + KEYSTONE MIN- SEPARATION TO (SEE SCHEWLE ON SHEET it) EXISTING /* Op'IONAL Max. 11 Ok L 1/4"0-20x3/4' S.S. EOM PHILUPS TRUSS HEAD @@ MAOHINE SCREWS USING af I' 114"-20 NUTS 0 12' O.C_ Mim- '=NCRETE ANCHORS (SEE SCHEDULE ON J`VvV(LP CONCRETE—/ SHEET 14) 09 CONCRETE BLOCK WALL REQUIRED k�� w nV ff—ALY= SILLINIST&L-ATION NOTE FOR COMBINATION DE SECTIONS; I- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E. DISTANCE S He ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIQNS CAN BE COMBINED (SEE SPECIFICATIONS ;E20�CATIDt�T�S ON'SHEET 13) BLADE 0jA..ON SHEET is IN ANY WAY TO SUIT ANY INISTALLA710N. 0 !As vev 02017 TILTECO. INC. .4 /T11LECOINC. % TILLIT TESTING A ENGINEERING COMPANY 0 1 6355 NH, j6th. St.. Ste. 395, VIPISMA WOENtS. FLORGA 33 it Phone I" : (30S)971-1531 e-mcg: Wtaoftefl.mm ONAL ES-000S71 V ER A. nLUT Jr. P.E_ VALT. P_F_ ;FAI /qtrNATI IPI: /nATr7 F6MIDA tje. 8 44167 11 102 OIRf4) '---CONCRETE ANCHORS ErE L• POURED CONCR TV (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED Cb) ITV WALL SILL INSTALLATION FIGURED CONCRETE OR CONCRETE BLOCK REQUIRED 4' F CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4^0-20x3/4' S.S. MACHINE SCREWS V/ 174"-20 NUTS 0 12" O.C, I' @ OR Max. MAN. SEPARATION TO GLASS LEE SCHEDULE ON SHEET I 3,HV WALL HEADER INSTALLATION . SEPARATION TO CLASS SCHEDULE ON SHEET I fl�- OPTIONAL L I I 1/4 0-2 A CONCRETE ANCHORS /4 S.S. PHILLIPS —TRUSS HEAD MACHINE SCRM L-(SEC SCHEDULE ON VV 1/4'-20 NUTS 0 12* O.C. POURED CONCRETE—' SHEET 13) OR: CONCRETE BLOCK OHV WALL SILL INSTALLATION INSTALLATION DETAILS W/. HV BLADE AmSwS.A. American Shuffer Systems AssociatIqn, Inc. 4268 Westroads Drive West Palm Beach, FL 53407 L92017 EASTERN METAL SUPPLY, INC. BUKTHA HVTi., Accordion Shutter System KV. MAN #1 W1 OR W/O KV. W=W SgX 'AWING No 17-107 n ffF,-ENQ WALL DETAILS ON SHEETS 10 & 18 I-Irl SEE N 3TES ON LOCIONG RODS I , my LocKs (Dpc Fo-u-T] MAI' F EXISTING GLASS INSTALLATIONS.. W/ (a) HV AND ALTERNATE HV LOCK 6 ON SHEET 5. SLADE S=K DETAIL RVF IS VAuD FOR ALL --RMATES CMTRMATES APPLMON WTIH UADECD OR EXISTING GLASS SEE till) WALL CONNECTION — DETAILS ON SHEET$ 10 11 -7 - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - @ 0 1 (6DF3-Tfi ALLOY) @-,@ @-@ @.@ ;/ 1 3 1/4- 7' 6 112- 2"x:rxl/8*,D'-2� AN (2)S 1/4•O TAPCON OPPOSING 7- GUCH 02 TO CONCRETE 1/2 OR SYMMETRYCAL (TOP/sOTTOM" & CENTERMATES 1 CENTERMATES #ICX3/4- S.Ms. 0 12" W/ �V LOCK Or (4)# OAT/��CS.M.S. TO TUSEP, MIN. SEPARATION H .ANGLE (ryp) CK O.C, FULL UNGHT. JJ BY LOCK TO GLASS IliiN f (SEE FSCHEDULE ON SHEET 11.) IN 3 f i - - - - - - - - - - - rk ak, I J k to Qua >3�0yQuR HYA @) cLAss 0+@-0.@-0-@ Exis'nt: S"' - — — — — — — — — - i GLASS L(D MIN. \ OR 19 SEPARATION 6-1 OR TO lf-Y opnONAL (SEE SCHEDULE FlN ON SHEET 11) (INTERIOR) FOUT IOUTI P.E. 1,61.(a Nt��7 (EMRIOR) (D HVB ----------------- SYMMETRICAL IN CENTERMATES MV V LOCK 1 OPTONAI ' — I I I AHTFRIARI I - m m_ HVE £20117 7ILTEC0, TiJC.. TILLIT TESTING & ENGINEERING COMPANY 4 5355 Myt. 3kft, St., Ste. 305, VITMM =D@NS. FLOWA 8311 (305)871-1530. F69 ; (305)871-1531 e-mal: tat(,(:*aOO1.COM WALTER A'TUff Jr. FIX /nhTc FLORIDA U6. # 44167 qjf Olk2p Ut - U8 OR f MIN. E + OR TO + 6-8)- R n3 -rt-g)+ n-, (SEE, ON S F0-U--Tl AmSmSmAn American Shutter Sy3forns Association, Ind. 4268 Wegtroads Drive Wert Palm Beach, FL 33407 1 1/2- MAX. SLACK HVF** .9R rVUUHIOL) CONCRETE OR f CONCREM'BLOCK HALL 1 REQUIRED J CONCRETE ANCHOR *2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV- BLADE #1 W1 OR W/O f LV- WINDOW WM AWING NQ 17-107 0�40 CLAM OUT „--t IN ` Qrk�N DE IOSIkCK OEGIL 1TVF, WOGTEO oN SI@ET 6, I �_ M AS �JNNE SAL RAATW. -- &I OETAiI. fiW-HVO . ` ®�®�LJ' O� S IO •®m E0 ON MS.SHEET. MAY BE USW VdT1t THUS ALTER14 OEfPIL HVG,.SHOm m TIS SHEET. A:lAI� ALlf6L i .-.ifs. CAN ESEaE NOTE 6 FOR NV LACK®LOCK. ON SHEET 5. t SUZES 9 ALUZ1 J 2024-T3 AU=) LARGE'RMICE 7t6N ',21EET NU:$ERT, PAttt IF 0820. 7S NFlNFACRIRED BY AVM CH]iRy TEx(ORN, DAR FaBiY, NEW JERSEY 07054 OR EQUW LNSTALLATION 0) HV BLADE W/ IUD CENTERMATES (n , al I v f (zl f30,HV_"T° _ _ IN (4)xv. 1 x 30 HV "T" LOCK (OUTSIDE) .E. - ,--(3j -V Oq fl 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x. 3/32" WINGNUT. HVG* DD—HVDs* FLOATING STACK 02017 TILTECO, INC. TTI L E C O lwc. TILUT TESTING & ENGfNEERING COMPANY Q0 6355 fUl. 36fh. St., ate. 305. NIR C-ARO-]J5, }T.OPJM 3316 I;fla Phom (305)571-1530 , Fox t (WS)871-1531 e-ma1: Gt=,vaw.com jltl L$ EB-0006710 WALTER A T61JT Jr. P.E. n1RE/nATP n.OftA Lit. j 44167 ____—. — iN____{— Pw5 ( oo DH B_HVB oUT SYMMEYRICAL HD CENTERMATES W/ r LOCK (EXTERIOR) A.S.S.Aw American Shutter Systems Association, inc. 4268 1Vestroads Drive West Palm Beach, I. 33407 M HDC—HVC SYMMETRICAL HD CENTERMATES W/ Pik LOCK (INFERIOR) *'S '. i ON Loc.. P.C,%@ & p® 11.W1 ** UtYlUM RDAS NG MU£ OETAa- Y.DO-W, K VAOO TG4 Al. CEMtWWe5 AP''ITML' w P. EIAOE ID © 2017 EASTERN METAL SUPPLY, INC, —f w ■ ■ EM f7 TM Accordion Shutter System RV. MADE #1 W/ OR W/0 H.V. WfNwN BLADE • vLu to-unp 07/27JFlw7-,,7" a7/27/1 3 _ ING No 4_ a 1 I CONCRETE ANCHOR L s' ® �1 i - 1 'I 1. EO I 'i Di (LOCATE DE ETHER SLOE OF SO) T/2" FAIN• B10x1/2- S.M.S. ® 16" OTC. V —f POURED CONCRETE OR CONCRETE BLOCK WALL !` REQUIRE : EIGSTING GLASS -2" MIN., t t EQ. < TO GLASS (SEE •_ SCHEME£ IN SHEET 1/76'x3" MAX. 11 FOR'6LA0.c 0AM (6063-T6) CONT. ON SHEET 19 FOR ALUM. CLOSER I 8[ADES iID& GO) PLATE. (LQ(:ATE 1/2 i AT EiTFiER SIDE MIN - OF 4 i #1OxT/2" S.M.S. y 9 16" O.C. ^ ' OR SEE DETAIL X FOR J SIDE CONNECTION TO TRACKS } END .CONNECTION DETAIL 10 ANCHOR ' D.C. f -_ a� 2' MIN. 1 I POURED CONCRETE OR kCONCRETE BLOCK 'WALL --.EXISTING GLASS rf MIN. SEPARATION TL1 GLASS (SEE u s,,1: r :.• a WI G) 1 '2" MIN. 5 OR ®� s' J'0�`c :TAIL m '1px1J2" S. ANCH�2 � CNOCNH TE r '--� 12' O.C. \. � 1 2' OR CONCRETE _ BLOCK WALL REQUIRED �EXISRNG GLASS I — � MN SEPPPARC6! TO GAS. (SEE .. SCHEDULE ON SHEEI 11 FOR BLADE GLAND ON'SHFEF 19 FOR EIADESQ&GD .�ff M, --law M POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. 1/2' MIN. SEE DETAIL X FOR I SIDE CONNECTION 1 OR TO TRACKS _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. 1—EXISTING GLASS I % SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR 61ADE:()ANU —3ON SHEET 19 FOR 1/2" ELADES (1 & T—/ $• USE 1' OR 2" MAX. ' > - (AS APPUCABLE)x2'xl/8'xO'-2' 1 ALUMINUM CUP ANGLE 1 (6063-T6 ALLOY) AT MIDHEIGHTT S.MS. TO(D (2)1%4"¢ TAPCONS ANCHORS TO .( WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF(g) } SEE DETAIL X FU SIDE CONNECTION I`�04 T0. TRACKS e.✓' END CONNECTION DETAIL 03 S GLASS �� GLASSS MIN. SEPARA TO GLASS ( NEDULE ON I FOR (LADE SJ SHEEr 19 1D OR ®a PLAN iD• I�m�.�©'�w 4ECTION DETAIL_ 6 _ f� BLOCK WALL REQUIRED -2''MIN. ' EXISTING .GLASS ' PAN. SEPARATION 70 MASS (SEE K .0m 19 END CONNECTION DETAIL 3 REQUIRED ODDLY FOR SPANS. GREATER THAN OR L oR(DOR P VIEW Y DETAIL X OR®OR O OR OR 1 3 R }9 0 OR� p <r" • " `r 02017 TILTECO, INC. ©2G17 EASTERN METAL SUPPLY, INC. BERTHA -HVTM OL O--�. Accordion Shutter System E C ■ ■S ■ ■ RV. BLADE #1 W/ OR w/o N.V. vylta)aN MADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY . X DESCRIM611 D,Lic 0.4AWN BY: LC. Ar. •, L *t, g�Gr sae 6355 N.:1. 35t St. Ste. 30S• VU*NIA CAROE:k% FLORIDA 331E Association, Inc. I OLD 75-085 /27/1 DA7t 07/27/17 _ Phen& : (3DS)871-15,?O,• Fax : (3D5"-1531 4268 Westrcads Drive z DRAWING No 9 a- ail: tate66SUO COO =41� "+"' "' r�t3� ®-o0p671y West Palm, Beach, FL 33407 a cnhrgA/i/fiflArta! WAL'iTiR A 7ILLIT jr. P.E. 4 - P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 — 5 �uFFT MAXIMUM SHUTTER SPAN' "L+" OR '"L (€t.)_ FOR INSTALLATIONS W/ CENTERMATES. ®& ®aror V// ONE H.V. LOCK ® .or @ Or or HD LOCK (a W/ NO LOCKING RODS or CENTERMAiE@ 28(� 29 W/ ONE 1 fl'T" LOCK 30 W/TWO LO(�K]NG MU(I m •• ASA. OESIGN PRESSUREPATIM WALL MOUNTNG (µsE) (+ a4 -) FLOOR/CEILING MOUNTING 1_ 55 111'-10" 1 11'-10' 1121-1" H2'-11" II' -I" 1 11 1 1 D 115 8'-2" 7'-3' 120 8'-0." 6'- IT" 8'-2" W-9" 125 7'-70" 6'-8" 8'-6" 8'-5" 130 7'-8" 6'-5" 7'-10- '8'-1" f35 7'-7" s`-2" 7'-9' T-9" 140 7'-5' 5'-11" T-7" 7'-6' 145 7'-3" S'-9" 7'-5' 7'-3' t 50 7'-2" 5'-7' 7'-4' 7'=0" 155 7'-0" I60 6'-79' 5'-Z" - T-i" �•-7" 170 5 -9" 4'-1 t' 6'-11" 6-2"- 480 MAXIMUM SHUTTER. SPAN` "L}" OR "L (ft.) FOR INSTALLATIONS W/P2 ONE HV LOCK or 6 or W/ NO LOCKING RODS (SEE NOTES t, tt) WALL MOUNTING Ee F'LOOR/CDUNG MOUNTING 11 it 3=4" 4 6'-5" 5CHEOULE A3 AXIMUM SHUTTER SPAN' "L+" R "L—" (ft.) INSTALLATIONS WSYMIA ICAL CENTERMATES & W/ ONE HV LOCKS t OR W/ NO LOCKING ODS qq (VAJO FOR MOUNTING Q SHEET 7) CONCRETE AS as ©10i INSTALLATIONS PWINGRESSURE - t4AOR/CHUNG MOUNTING (P 1.) OR (+ OR -) FLOOR ALL MOUNTING L + (R) F L - -fro 30 16'-O" 10'-0' 35 15'-2' 16'-10' 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3' 13'-t" 55 60 SO'-2" 10'-ii" 65 9'-5" 10'-1" 70 8�-y" 9-4" 75 - g'-9^ 1NSTtit LATI. ON LEGEND CONCRETE & MANSORY WOOD WALL MOUNTING A. 8, C. D, I- F, K & L M, N, 0, P. 0, R, S, & V. FLOOR/CEILING MOUNTING G H, 1, 11. & M T. u, w & x V MAXIMUM SHUTTER SPAN 'L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE L1MfiE0 TO 105 psf. A.S.D. DESIGN PRESSURE RATING. HV CORNER CEN`gJ1MATE p3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE QS, SHEET 5. tt EXCEPT THAT MAXIMUM SigWTER SPAN "L+' OR "L-" AND MAXIMUM AS,D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P_S.f_ AND 8'-.-0" SPAN, SEE MOUNTING® ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. 0 HV BLADE ,4 02017 TIRED, INC. O a�O9q�: A to "3" •'^lll TILLIT TESTING & ENGINEERING COMPANY fi355 �"___ .' ttt fl.W.. 3Eth. 5L; Ste 305, `TRW" GARDEt . ROROA 33 (305)871.7-1530 . Fox ; (305)871-1531 a -man. LT(gcoaaol.eom �NfATHg��FF aa���' 9qt . pp ` '-""�V ip P41r CB-CM�'j rrrrs P.E. SEAL�Sii1ATr(1RF/DATE WALT" A 71WT719r. P.E. FLL000A LC. ; aa167 A.S.S.Aw American Shutter .Systems Association, Inc. 4268 Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RAYING: L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE, TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG GIVEN A POSITIVE &S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN -A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM. DETERMINED SPAN BETWEEN -'L+" AND "L-"; (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL 1OUNTINGS WJ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS,D. DESIGN PRESSURE RATING: DETERMINE: Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.&D. DESIGN PRESSURE RATING DETERMINE Lt-= MAX.. SPAN FOR WALL MOUNTING INSTALLATIONS. 1-2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L7+", "L2}", %i-" AND "L4-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAX1MULd ALLOWABLE SPAN AND NEGATNE.A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 2017 INC. ..a . . 1r I ■'s-IM -- Accordion Shutter System H.V. BLADE #1 W/ OR W/G H.V. 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TiLUT 'TESTING & ENGINEERING COMPANY t4i 6355 N.YL -MM St. Ste. 305, 41ROfMA CARM5. FLORID; 33 40 Phone : (305)87f-T530 Fax : (305)87t-1531 e-Ind6: VftecaOaOl.c tFiT ER-0DD8719 WALTER A. TILLTT Jr.,P.E. /nATF FLORIDA Lic. f'44,167 a 8 8 7 5,5 4 e a a s e 6 8 8 8 8 65 5 8 8 a e 7 5A e 8 7.5 5.5 4 3 e a a. 8 a 8 8 8 8 7 5 4 B 8 8 7.5 5.9 4 B 7.5 65 4.5 35. - B 8 8 8 e 7.'. B 8 7.554 4 3 3 8 H 6 0.5 - 3 65 5.5 4 3 3 e e e- 7.5 - 6 3 8 65 5 35 - 3 e 7 s 4 - �- 3 8 B 7.5 7 4 11 7 15.51.4 1 3 7.5 fl 4.5- - 5 raMMia MEUM 00 M mFEiQ0112 O"I?i®m ®LSComm nldoam ol�oom nn1>fa1�m ��ooain 1�nn�ao Qn11�1>:ao ®I<IIao11n ®1>aaoo m©aleeo omQoo �anao ®anon 17iEi1L>tna Q�no �analo Ofi7®Q0B ��snna vaana vaamla x.�alnleata manna TAPCON OR TAPCON PATH ADVANCED THREADFORtd TECHNOLOGY ALL POINTS SET BLUE BLUE TAP TAPPER+ * SEE ANCHOR SPECir ICAT10NS ON SHEET 13 *SEE UlAITATIONS OF USE FOR BLADE TA ON'SHEET 14 i 9) HV BLADE OR C1� HV BLADE W/ Cl& HV WINDOW BLADE WORKING IN UNISON mSuSuA. American Shutter Systems Association, Inc. 42E8 Westraods Drive West Palm Beach, FL 33407 02017 Accordion KV. BLADE #1 W/ CR ' C ny _ uumconeso* AL SUPPLY; hNC_ A HVTM ►utter System KV. WINDOW MADE `.AWING Na 17-107 UMINTI. 4 C c] u M, Rfecrc n PCUA£D CONCREW4100 OREIE ISDCK POUTED lE '• MAMM WALL SILL MOUNTING AiG OUNi`ING QH FLOOR 5PAF1Q MOUNTING (f0 A 04'C=Y I$T>OTIE I RABNG 'N.G11M1E 7I110T0 OFSTCMi l 1✓F>;MILE PRESMIOE RATLYO IS1 30. 40 60 .75 90 72CI 160 205 3D 40 60 a 90 120 ISO 205 30 40 b0. 75 90 i2D 16Q 205 3'-D" 14 42 10 9 8 6 SS 14 12 ID 8 B 6 6 14 12' 1p 9 8 B6 6 14 72 10 9 8 8 6 fi 14 72 1p 9 B 8 6 6 id 12 1p 9 B 8 6 14 12 10 9 e 8 6- 6 f4 72 i0 1 8 1 8 1 8 1 6- 1 '6 14 12 f0 9 8 6. 8 14 t2 10 9 8 8 6 7 14 72 1Q S B 8 6 6 14 12 t0 B 8 6 5 8 6 6 14 12 10 9 8. 7 5S 3S 14 72 f0 9 e 8 66 74 12 10 9 88 4'-0' 14 f2 10 9 8 8 '6 6 14 12 10 4 B B 6 6 ;4 12 10 9 8 6 5 fa 12 Ip 9 B 8 6 i 14 12 10 9 8 8 6 4.5 T4 12 ;0 8 6 g g 5.5 6 la .f2 10 e 8 r6 5 4S 74 '12 i0 9 8 8 6 'SS 14 12 SO 9. - 8 4 S.5 8 1 6 4S l4 t2 10 9 7.S 5.5 3,5 - 14 12. 10 9 b 8 B 5 74 12 10 9 8 7 SS 6.-0" 14 12 10 Q 8 8 6 6 14 l2 10 9 8 8 5 5.5 Y4 12 10 98 4 8 14 t2 TO 9 8 7 4 - 14 12 TO '9 g 6S 5 3.5 74 12 f0 8 6.5 6 4S- 5 3.5 3 14 72 f0 9 8. 75 4.5 - 14: 72 10 9 8 8 6 4.5 14 12 10 9 8 e 4.5 75 .14 12 95 7S 6S 4.5 - - 14. 72 10. 9 8' 7S 5S 4 s4 12 10 9 8 6 61 14 12 10 9 8 8 6- - 14 T2 70 9 B ' B. 6 5 74 12 f0 9' 8 4S 35 65 14 12 TO 9 7.5 5.5 3 - 14 12 10 8.5 7. 5S 4 3 f# 12 B 5,5 5 3.5 4 3 14 12 f0 9. 'B b - - 14. 12 10 9 8 6.5 5 335 14 12 10 .'6S 8.5 8 5 } 14 12 8 6,5 5.5 3 - - 14 12 10 9 8 6S 4S 3.5 i# 12 10 8 T 5 3.5 3 .7._Q" 14 12" t0 9 B 8 - - 14 12 110. 9 8 7 5 d 4 14 12 10 9 O5 S.S 4 3 14 12 10 8 6S 4 - - 14123:5 -- 14 OS 7 I5S 4S 3S' - 14 12- 14 li14 12 10 - 7S + - 14 12 9 7 6 4.5 3 $• . 14 t2 10 9 8 65 - - 14 12 TD , S 8 6 6 4 - 1! '4 TO 8 6S 5 35 - 14 14 12 8 6,5 5S 4 3- - 2S 9S 6 5 4 3 14 t2 9.5 75 6 - - 14 12' 9.5 8 6.5 5- s4 1Z 8 6 6.5 4 14 12 TO a 65 -4 - - 74. 12 6 6.5 54 - - .14 12 AO 8 7S 4.5 - - 14 72 6.5 7. 55 4 14 &5 Y7 8 5S 4.5 35 '- - 1.5 - 14 V 115 AA 4,5- -- 35 - 13'-0"- 10.5- 125- 8- 4•�. 5514.5 - - - - TO - 15'-O"t0-5 - 10'- 7 - 16'-0" 10 6 4.5 3 - 9.5. - - __ _ - ___ _ -. 9S _7- 5_ l I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. (A) TO EXISTING POURED CONCRETE (IAip_ fib. - 3 W) ;eN u RSPACING FT=CND - 1/4"6 TAPCON OR 7APCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc -- 3 k i) - 1/4"6' x 3/4' ALL POINTS SOLID-SEF ANCHORS, AS DISTRIBUTED BY ALL POINTS SCRli T COMd C T34PCc'lj'#Ik i1% BOLT &' SPECIALTY COMPANY. (Win. (,a = 3 Lai - t/4"0 BLUE TAP CONCRETE ANCHORS W/ GIP AS MANUFACTURED By FLOi FASTENERS DIRECT, INC, (Min. Tic = 2 ksT) ) - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS T R„g.'.£'ORfiiTE FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & .SPECIALTY COMPANY OR ANY OTHER APPROVED .LICENSED OR AUT14ORIZEO VENDOR REGISTERED WI7Tf THE AMETitcAN SHt7TTER' SYSTEMS ASSOCIATION, (?Ain. f'e =.3 LL POINT$ SOLID -SET ksi) INC. BLUE TAP 5Y/ CAP NOTES: TAPPER+ A.i) MINIMUM EMBEDMENT INTO POURED- CONCRETE OF 7APCON OR TAPCDN WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ GIP ANCHORS IS 1. 1/2"_ 4 SEE UN AM NS OF pA FOR A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PER140TEL7. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND BSAOE;rA ON SHM 19 I" MINIMUM FOR WAILS WITH No STUCCO: A3) IN ME THAT PRECAS STONE, PRECAST CONCRETE' PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISRNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH. TO REACH THE MAN STRICTURE BEHIND SAID WALL FINISHES- ANCHORAGE SWILL BE AS INDICATED' ON NOTES ALI TIO & A2) ABOVE. FOR INSTALLATIONS ON VMYL SLUNG OR F1F5 WITH OR WffHOUr METAL STUDS CONSULT THIS ENGINEER. FOR tNSTALLATON INTO EIFS Wfttt METAL .STUDS SEE SHEET 20. .(8) TO EXISTING CONCRETE BLOCK: (Ai C-90) - .1/4'0 TAPCON.OR TAPCON WITH ADVANCED THREADFORAI TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEJC. - 1/4'0 x 3/4' ALL POINTS SOLLO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWMS FASTENERS, INC., AND DISMELITED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER 'APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.7) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND T'APPFR+ ANCHORS' IS 1 1/4" AM Ti WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. ii MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL po"i SOUO=Srr ANCHORS SHALL BE EN71RELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO SR1CC0 SHALL BE PERMD7ED. 1/4" 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. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLO„ . ANCHORS SHALL Be LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON III NOTES BA) & B.2)' ABOVE. FOR INSTALLATIONS ON VINYL SIO7NG OR EIFS WITH OR WITHOUT METAL STUD FOR INSTALLATION INTO EIFS WITH. METAL STUDS SEE SHEET 20: S CONSULT THIS ENGINEER (C) ANCHORS SHALL BE INSTALLED .FOLLOWING ALL OF HIE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 3/4" 02017 T7LTi INC. FOR EDGE DISTANCE (E.O.) VERSUS SPACING RELATIONSHIP FOR ANCHORS �F uSrANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY THE FOLIAY7ING FACTORS. TAP= fAF'GON WfTH ADVANCED ALL'PO... SOLID SET 'H-1READFORbt TECHNOLOGY BLUE TAP W CAP / TAPPER + MIN. SPACING 3 3/4" 4' WN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MTN. SPACING a 3' 9MOC CONCRETE & CONCRETE BLOCK paj� t CIE fiCl7C POURED CONCRETE & POURED CONCRETE & �'� OMiEIE t9V. FD..3' AM ED._3 TA" ISH ED. f/M CONCRETE &DCK MN EO=3 1 CONCRETE. BLOCK MK E0.=3' twmtF.O.=3 (OiIC'✓fTE fi00c 1/2' A9LL E0.=2 f/2' TA 1.90 7.0 D.7B 1.0 0.84 1.0 - - Lai - 0,7T- -- 0.35 11L E C i . TILUT TESTING & ENGINEERING COMP.ANY 6355 N:W. 36N, St.. Ste. _MS. VMwvA CARp�JS, 1'LORIpA 33 + I, Phane.: (305)S717I530 . Fox : (3D5)S71-t531 A 46 a-mO9: lHLeeoCdOl.com ;! Ee-ODp6719 iVtiTER A. HLLR Mr. P.E 7ATC FLORIDA Uc- If 44167 A.&SAIN' American. Shutter Systems Association, Inc. 4268 Westroade Drive YJest Palm Beach, FL, 33407 2017 EASTERN METAL SUPPLY, INC. ��0 a M ■ tuff "Y TM Accordion Shutter System H.V..SLAM #1 W/ OR W/O H.V. W mow a�M vw I3-1 G7/Z7/17 DATE: 07/27/17 DRAWING No .4 1 17-107 1 !Ci1 POURED CONCIRBEC07VCRETE-81-OCK S'PARNf 1wALKOVER & t TRErucit RO MOUNTING .O.WALL/FLOOR. MOUNTING QWALVHAIX OVR MOUNN6 (R)Ll OSRIMOM Pow* w ) OSM WAK PMKMSR RA10 DEMP 1001r RATIY.0 DER31 1iGSIM1'E MMf.RE RATJlO (y 30 40 60 75 9a 120 160 205 30.1 40 16017S 190 112GI1601205 30 140 60 75 90 120 160 205 30 40 60 75 T90 120 160 205 3 14 12 10' 9 8 8 6 6 12 12 IZ 12 12 1S 6.5 65 7 7 7 7 7 7 7 5.5 5 5 515 5 5 5 5 -0• T4 12 10 9 8 8 6 6 12 12 92 12. 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 LESS 14 12 10 9 e 8 6 6 12 12 iZ 12 OS 8 6, 4S 14 12 10 9 8 8 6 6 12 12 12 .12 12 A Z5 8 7 7 T 7 0.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 /2 12 15 85 6S 5 7 7 7 7 7 7 7, 7 7 9S 7 5 5 5 S 5 5 5 5 5 5 4•-O" 14 12 10 9 8 $ 6 6 T2 12 12 12 f2 9S 7 S.5 7 4 7 5 5 5 5 5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9S 8 a 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 6 5 5 5 T- 12 10 9 8: 8 6 6. 12 12 12- 12 70 Z5 5.514 7 7 7 7 7 7 7 SS 5 5 .5. 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IO 9 8 8 6 6 12 12 14 .e 6S 5 .75 - 7 7 7 7 7 6 A5 - 5 5 5 5 5 '5 4S - 14 12 70 9 8 8 6 6 12 12 10 a 6.5 5, 35 - 7 7 7 6.5 SS 4 - 5 5 5 5 5 4 3 14 12 10 9 8 6 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 -7 . 7 6 6 5 5' 5 5 -5 5 5 74 12 10 9 8 .6 6 6 12 110 5.51 5 4.5 T 3 - - 7 7 7 7 BS 5 3 5 5 5 5 5- 5 3.5 3 44 12 18 9 8 8, 6 6 12 112 3.5 1 7 5.5 '4 - 7 7 7 7 7 5 5 5 5 5 -5 { 14 12 70 9 8 8 6 - 12 12 ES 7 5.5 4 3 - -7 7 7 5.5 4.5 3 5 5 5 5 5 4.5 3-5 8.-0. 14 12 TO 9 e s 6 - 12' 12 OS 7.5 6 45.35 - 7 7 7 7 7 7 7 { _g 5 5 5 5 5 5 5 14 12 19 9 8 8 6 1- 12 9 6 4.5 4 3 - - 7 7 7 5 5 5 5 4 3 14 112 1 7o '9 e 1 8 . 6 1 - 12 11 7.5 a 6. 75 - 1 - 7 1 7'7 7,5 6 45 - -5 15 1 5 1 5 1 5 J 45 I - 74 112 110 9 8 IS - 1- 12 0 1.5 75 6 5. 3.5 - - 7 7, 65 5 4 5 S 5 5 d 3 - 9.-0+ 14 12 Ttl 9 - t2 12 9.5 6.5 5.5 4 3 '- 7 7 7 7 7 7 6 3 5 5 S 5 5 5 5 14 12 10 9 8 8 - - D,5 8 5 4 35 - - - 7 7 7 6' 6.1 5 15 1 5 1 5 1 4 1 3 .5 14 12 110 1 9 1 8 18 1 - 1 -7 10 6.5 5 4.5. - - - 7 7 7 fiS 5.5 - 5 1 5 1 5 1 5 16 1 4 1+ 12 110 -1 9 1 8 18 1 - - 12 ho.51 7 7 5.5 4.5 35 - 3'1 5 1 5 45 3-5 - 1 1- 10 14 12 10 1 9 1 8 1 8 - 72 111 BS 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 1 5 15 5 5 5 4.5 44 12 10 9 8 a - - 95 7 4S 3.5 3 - - 7 7 7 85 4,5 - 5 5 5 5 4S 35 - i4 12 tD 9 8 8 - 12.. 9 b 5 4 - - - 7 7 7 fi 5$ - - 5 S 14.515 - - 14 12 10 9 8 e ^ 12 9S 6 5 4 3 - - 7 7 5 4 3 5 5 5- 4 3S - t14 12 10 9 8 8-- - 72 10 7 7 7 7 T 7 3S - 5 5 5 5 5 5 5 4 14 12 10 B' 8 8 - - SS 6_5 4 7 5 5 'S 4 3 14 12 10 9 8 8 - - 11,18 5.5 9 - - - 7 7 7 5 1 5 5 4.5 - 1 - - F4 72 10 1 9 e I - - - 1.5 8S 5.5 45. 3S - - 7 7 4.5 3S - - - - 5 5 14.5 &5 1 3 12=0` 14 12 10- 9 $ - - - 12 9.5 6:5 5 4 3 - - 7 T. 7 7 7 6 3 5 5 5 5 5 5 4.5 3.5 14 12 ID 9 8 I - - - 8 6 4 3 - - - - 7 7 55. 4S 3.5 - 5 5 5 4S 4 3 14 112 10 '9 8 1 - I - I - 10 75- 74 12 lD 9 8 1 - I - I - DS 94.5- 13=0" 14 12 TO 9 a 1.5 e.5' 6 4:5 3.5'. 3 - - 7 7 7 7 T 4S - - 5 5 5 5 5 5 4.5' 3.5 14 . 12 ,0 9 8' - - - 7 5.5 3,5 1 3 - - - - 7 7 5 4 3 - 14 12 10 9 8 - - - 91 7 4.5. -75 - I - I - - 7 7 55- 14 12 10 '9 - - - - 10 17.5 1 5 1 4 1 3. 1 - I - I - 7 6 .4 3 5 5 4 3 14--0a 14 12 10 9 -9 - - - - OS 8. 85 '4 . 3.5 - I - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 74 12 10 - - - -.. BS 53 - 1 - - - 7 7 5 3.5 i4 12 10 9 - - - - 8S 6S 14 - - - - 7 7 5 4- f4 12 '10 - - - 9 17 4.5 13.5 1 3 - - - 7 5.6 5 13S la 15.-0. 14 12 10' - - - - -' 10 75 5 4 3 - - - 7 7 /4 12 '7D - - - - 6 4.$ 3 - - - - 7 7 4S 3 - - - - 5. S - 14 12 10 - - - - - e 6 4 - - - - - 7. 7 5. - - _ 5 5 5 4 T4 12 10 - - - - - 8.5 6S 4 18,-0 9.5 7 4.5 t3.5 1 3 - - - . 7 7 7 7 6 3 S 5 5 S 5 4S 3S - f4 72 6 4.5 .3 1- - - - - 7 6S - 74 112 110 1 - I I- - 7.5 55 y91•: ••••,..•"[f�A o� 02017 11LIEW. NC. 4 6 W i`�TEcotN�. r TIWT T£STMG & ENGINEERING COMPANY • 9!� 6355 H.W. 36th, St.. Ste. 305. YM=M OAM04S; FWSTIOA 33 e 4`'L •, a " i •.•- ; t Phone : (3D5)671-1530 . Fax: (305)87t-1531 ..+a) cS ''a,,,•, /, V yi rmoil: blbe %%OLcom s rfAlq ®l-y!! 1gF Ea-0006719 m `'T r �L s.,111 WALTER j. T0.17f Jr. RF P•E. SbT7'3fGNAfiURE/DATE Fl aRIOA I c 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID-SE7 BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS oN sHEEr 13 0 VALID ONLY FOR UP TQ +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET. 11 o �u BLADE ONLY AnSuS8A■ American Shutter Systems Association, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 02017 EASTERN MUAL SUPPLY, INC. I Mhw" ■ a SM t" V TM Accordion Shutter System H.V. DAM #1 Vt/ OR W/o KV WINDOW MAX 1I ULU is-Das 7/27/1DAM 07/27/17 2 DRAWING fie 4 1 1 17-107 MAXIMUM AS:p, DESI N PRESSURE aTING (oa f) AND GORR1! S, DiNG M xlMn IMA ANChOR S_ pACtN�((p,) GIVEN x HlITrcR SPAN, N AT1V� AS.D. DESIGN PR CSI E RAj'1NAND A GDRRESPONDIN- gt ur���� �AnitnmNr_ Tune (SEE MOUNTINGS ON SHEETS' 16 & 17). L J B:S3 -7- ROAN (III SOUTHERN. 30 12 12 WALL M, LW9 40 T0. t0 PiNE No. 2 W/ MIN. G=0.55, DOUGLAS FIR' W/ MIN. G=0.50 MOUNTINGS CEILING MOUNT T N. 0 & R FLOOR MOUNTINGS W& X t8f11£ PARS44 Lsaof mpm Pam pow 04 fi0 75 90 05 30 40 60 75 90 05 10 9 8 8 6 6 6. 6 6;-. 6 10 9 8 8 6 6 6 8 6 6 xg 30 12 12 72 72 12 WALL M. .Rst 4D 10 10 iD IO 70 SPRUCE. PINE W/ MIN. MOUNTINGS N, U & R =qAr jrSw f WIG{FS7 60 75 90 05 10 9 8 8.- 70 3 8 86 t0 9 B 8 .70. 9 8 5 .10 6 3.5 - FIR NORTH G=0.43 CEILING MOUNT T WALL FLOOR MOUNTINGS M, W& X R43113A¢Pima ?I= (WO) 6Ati 30 40 EO 75 90 OS 30 40 5 6" 6 6 6 6 }2 10 6 6 6 6 6 12 10 S 6 0' 6 6 5 12 70 & 6 6 .5 5 4.5 72 10 6' 6 5 5.5 3 12 70 5 SPRUCE PINE FIR SOUTH W/ MIN. G�.36 MOUNTINGS CEILING MOUNT T N, 0 & R FLOOR MOUNTINGS W& X R97dld PES�7WIG (fi!jLMEEYMAMM 7'Rw- F.tm'£ OA 60 75 80 OS 30 40 0'0 75 90 OS t0 9 8 8 B -6 6 6 6 b 70 9 8 8 S 6 6 8 6 B t0 9 8 9 6 6,6 6 6 $ 10 9 6 5. 6 6 6 6 5 4.5. t0 4 - - 6 -.6 5 .5 .5 3 - 50. 30 6 6. 6 6 6 t/2„ MIN, CDX PLYWOOD WALL MOUNTINGS P& 0 Cr9?( IF60.: P#Sm.PALYo (4 40 60 75 90 DS 5 4 4 4 3 5 4 '4 4 5 5 4 44 3 5 4 4 3.5 - 5 a _ B.O..WALL 30 12 12 l2 72 12 SOUTHERN I E No. SPRUCE 2 w/ MIN. G=0.55, DN:LAS FIR W/ tY/ lOUNTINGS B.O. S& v . RYN 787FL<_ 1 IbR6 (iiJ D9�Y 40 60. 75 90 05 30 40 12 72 12 72 72 12 72 12 T2 12 12 12 12 72 T2 ]Z 12 12 - 12 12 12 12 12 72 12 72 72 72 12 72 T2 72 t2 12 t2 PINE FIR NORTH MIN. G=0.43 WALL MOUNTINGS 6=0, S& V - tEf{J,Efftal}E &UW, I�1 b0 75 90 05 30 72 }2 72 12 IZ 32 12 A2 72 12 17 72 12 12 12 12 t2 12 72 12 72 72 12 D. 12 SPRUCE PINE FIR SOUTH W MIN, G=0.36 WALL NCHUN11NGS S& V 93f., NHdgT rtlsats D.tiB (CA 40 60 75 90 105 4 72 12 72 1Z 12 12 12 12 12 t2 12 32 72 0: 12 1Z T2 10 8.5 72 72 .D.S 8.5 7.5 '-0' OR lE5 4'-D' 5'-0' 72 10- 10 9 8 8 fi 6 6 6 6 5:5 6'-0' - 7'-0'- 12 iC 10 9 B 6.5, 6 6 6 6 $:5 .5 8'-0' 12 10 f0 7.5 4.5 3 .6 6 6 5 4 3.5 9'-0' 0' 12' -0"- 727 73'-0' ♦ SEE UMRATIONS OF USE FOR H[f11'c 7A O;i S?iEET 19 -P NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES. L ANCHORS TO WAR, FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE Sti.LL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NO. 2 W/ G=0,W (N.D.S) i/4CTAPCAN ANCHTSS,./S }AgNt/FACTUREO 8Y I.T.W. BUILOIX' lY/ 4GNLUUM EM6EDNENr AS INDICATED AT-DOUGLAS FIR 'W/ G--0.50 (NDS.) EACH SECTION ON SHEETS & i7- IXCEPTIOlL SEE NOTE 2'BELOW. BELOW. -SPRUCE PME FIR NORTH W/ g=0.43 (N.DS.) -SPRUCE PINE FIR.SOUTH W/ G=0,36 (N.RB.) 2, ANCHORS TO HOLLO'17 CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET tY LAG SCREINS AS PER NOS MIS SPECIFICATION& AND SHALL CONSRT.0F -MIN, 1/2' COX PLYWOOD (1986 AN 4. M1CH0[.S SHALL BE 1l6TAtl£D ANCHOR'S MANUFACTURER, FOLLOWING ALL OF THE RECCL1yENDAi70N5 AND SPECIFICATIONS OF THE E2D17 TICTECO, INC. 2 �l, 7, !PfTILLR TESTING & ENGINEERING COMPANY !.��� `e .yq 0� W55 N.W. 35N. 5t., Ste. 30S, URGM(A GARDENS, FLOPM 33 e , p�,py @� .16 Phone : (305)871-153D . Far : (305)871-1531 �ONAL \j7fii}S. WALTER .avwr j P-E. P,E:�SEZ/316ttAYORE/DATE FLORIDA Lie, f F1167 A.S.S.I�►►. American Shuffer Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter KV_ MADE #1 W/ OR W/O RV. WW i AWING No 17-107 - -- ..._-- ".�� 1t•� >rvvvu 6UIL UIIVl7J r UK H . & HV ♦ BLADES AS ARPLlCABLE MAX. S UTT R S AN L F R L— OR INSTALLATIO S IN 0 WOOD.WITH BLADE ONLY SHALL f WALL "`J�" BELlM TED TO 0 "O 120 A SO DERIGN PRESSURE RAT G" SEE SHEET 19 FOR MAX SPAN & T/4"0 TAPCON OR A S D DESIGN PRE- -�/ �TAPCON WRH ADVANCED SSj;RE RATING FOR INSTALLATION WITH BI ADE 1 & A WORKING IN UNISON THREADFORM TECHNOLOGY y 7/+0 TAPCON OR OF 1 THREADED iA PENETRATION / r!t TAPCON WITS'! ADVANCED THREADFORM TECHNOLOGY' OF iHREADEO AREA TO i �� - F_ EXISTING WOOD HEADER W% 1 1/2` bPn. PENETRATION. OF THREADED AREA TO EXISTING (SEE SCHEDULE ON SHEET 15) WOOD HEADER. .(SEE SCHEDULE ON SHEET I* I MRI: STPARMON 1/46-20x3/4' S.S. MACHINE 6 TO GASS M I 1 OR 1 18 J SCREWS W/ 7/4`-20 NUTS F"—' S0!EW`E ON SFOR SLADE eii�CET I ® 72 D:G_ x 1 • Min. / G ON S-M 19 FOR I I f i r t- i ,i FXISTING 1 B1.NTcS Q& I j! _ �� GLASS—{• L) c t Z t i 1 OR i FINSHf II {{ / t • 1 I s I .N ��t. � ...IIlOP7fONAL 3 EXISTING MIN. } L "_IVA 3 Zx4SH " WOOD V HEADER REQUIRED ' ' 1 OR (W ( EXISTING MIN. i of �� --(112 OR /+'1 EXISTING lERS SrP7rRiiICs1 : 1 I 9 HEADER REQUIRED , H _ , , x f GViSS--}. TO CLASS (SEE I i%4 fl TAPCCN OR TAPCON }YI7H ADVANCED SHEET1 1i I . i -'7-THREAOFORM. TECHNOLOGY W' 1 1 2 1S1f FORf�BtADEu SAND EXISTING }--- .1N. SEPARATION TO GLASS I , I , ,: Mtn, PENETRATION OF THREADED AREA TO ON SHEET 1ST FOR GLASS--v (SEE SCHEDULE ON SHEET 11} t J -_ tlI 4, EXISTING tYOpD HEADER. 1 OIADES O.& ® q [ f 1 1 1 (SEE SCHEDULE ON SHEET 15) —.�--=_ 2 x4" CONT. Sill ON PLATE REQ'D. OHV WALL HEADER INSTALLATION V ALL E D R INSTALLATION O� V_ WALL ILL I[ STALLATION EXISTING p, r I 1 GLASS--•) 1 (, MIN. SEPARATION TO CLASS � ' 7 � MIN, SEPARATION TO GLASS 2"x4" GONE-+ MIN, SEPARATION TO CLASS . I r, 1 EXISDNG TT (SEE 5CHEOULE ON SHEET 11) 1 (SEE SCHEDULE ON SHEET'71} , )(SEE SCHEDULE ON SHEET 11) • I GkAss-'' I EXISTING i 5'ooD PLATE, ( GL SS --It S 1 REO'D. #t ttFF _ 'Ni- - ( 1/4"0-2Ox3 a' S.S 1 1/4"o-2Ox3/4" 5S. �j :MACHINE SCREWS W/ 1�7 F, GUSINGMACHINE/ SCREWS SLUTS 1 ,. 1. .FINIS" _r '7. I � •'� ... ,.!� ` D.C- -20 NUTS ® 12� a 12, O.C: r i ': -�< • l 1 1 r,,•% •.,L .I (AA'_' 7� OR 18 ' { �`� ! A/--�OR 11, 2"x4' cONT ; ` i I OR a WOOD PLATE j J t 4 i �� REQ'D_ t E 1 t. ' v • N 1 2 1 T ! - qq 71 \ 7` min. i G iv 1" Min. ® i ,t} R - ; 1 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED + p -1/4"0 TAPCON OR TAPCON PATH ADVANCED THREADFORM TECHNOLOGYf 1'r/ 1 1/2` ! ( 1.1 t i . i : .. -• z_ j 2 x ` CONi i 1! Min. PENETRATION 4 i. l ,� THREADFORM TECHNOLOGY V!/ T/2" ?t�. 1 i 1/4"0 TAPCON 'OR E, r---SILL PLATE 61 ! A— EXISTING WOOD HEADER, BEADED g4FA TO ' 'I ',t L S Min, PENETRATION OF THREADED AREA INTO PLYWOOD i \ REQ D- (SEE SCHEDULE ON SHEET 15 7/2" MIN, crx� \�� THRFAOFORM TECH OLOOY / SHUTTER ASSEMBLY. TYP;cAL i i I;, (SEE SCHEDULE ON SHEET 15) ( ) EXISTING MIN. 2`x4` t YlALL FINISH B 16' O.C. MAX. ', PLYWOOD REQ'D, W/ 1/2' Mi0- PENETRATION OF 2-1AQUPlTING SECTNyNS CAN BE i/'2" MIN. COX PLYWOOD REQ'0. REO'0. PLYWOOD TO BE eld1.L FINISH ED AREA LN10 PLYrJDOD COIdEIN_ IN ANY WAY TO `-EXISTING FAIN, 2`x4' CHDS o i6' O.C. MAX. REDID. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SGlT ANY INSTALLATION. ro HV WALL SILL INSTALLATION PLYWOODTO BE ATTACHED TO STUDS !N ACCORDANCE ACCORDANCE 01TH WITH SECTION 230E OF THE FS.C. SECTION 2308 OF THE d LI - ddd9d.+¢o !IV _ WALL L_ S_I©HV WALLSlINSTALLION_— F•e•e• _ _ _N_-STA_LL_ AT_IO_ N _ O BSELADEU- fAAO0NN-SSHaEF U E OF FLORIDA BUILDING CODE (Non -H19n Velocity Hurl icane Zone 4# , �'.YG� '_ . e4 02077 TiLTECO. INC.. - 92017 EASTERN METAL SUPPLY, INC. "� n BERTHA HVTm A.S..rQ■ Accordion Shutter System K.V. RAM #1 Wr OR Wio KV. WlNDW MADE TILLIT TESTING &, ENGINEERING COMPANY American Shutter Systems Ev, N �ESCR PF ON •• ) 6355 tA1ti:.'6'Ji. SI., Ste. ",r,�; lARG1iIA C1AC�1'J5. FLCR'UA 331 Association, Inc.DATE ORAlrN BY: LC - I OLD 15-Dos 7- 7/1 DATE 07/27/17 0, y a1 Phwe : (O5)87.1-153D •Fez : (305)871-153T 4268 Westroods Drive sqy� (� .2 Sd�l YF'4�. �l'�4 a -nib➢: fA1Cca®Cofcoin �' West PalmBeach, FL 33407 3.—DRAWING lNo. Lill � � 1g11tk EB-0006716 WALTER A, ,ILLR At. PE. 4 17-1O/y f'.E`' Li�4NF�f/HATE FLORIDA L'i4. $ 4416-1 x ]LMAKAIION TO GLASS SCHEDULE ON SHEET 1 US HV WALL HEADER INSTALLATION ( MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET I EXISTING 1 GLASS--J s 6 F & WAIL --_ o ur lmc to PHtA IU EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) P.E. SEE 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min,, PENETRATION DOLE ON SHEET 15) I i E ISASS I GLSS—. 7N 1 :o c it SIR 1 291 a 4 NXI 27x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK - IF APPLICABLE TAPCON OR TAPCON WITH ADVANCED THREADFORM—/ L- NOL%Y W/ t 1/2' Min. PENETRAMN OF THREADED TO EXISTING WOOD .HEADER, (SEE SCHEDULE ON SHEET 15) OSE FOR __kW HV_FLOOR INSTALLATION_. 0 02017 TILTECO. INC. �3 !L ECO TILLIT TESTING & ENGINEERING COMPANY 6355 M.W. 3aW, St, Ste. J05. Vr„9Rd1A GMDET'S., FMOA 331 4! .Poone.: (305)871-,1530.. Fax : (3O5)87i-153t It a-maT: lltem*a Lcom EH-OOOVID, WALTER A TILUT Jr, P.E. �ATr FLORIDA Lie, f 44167 — UISTING SOFFIT Mox. THK- -+'x4'xtf8" CONE. ALUM. 'TUBE (6063-T6 ALLOY) W/ Or ® Or 1 rJ EACH/16RA�R OR TRUSS. K IF UC*LE TAPCON OR TAPCON. WITH ADVANCED =DFORM TECHNOLOGY W/ 1 1/2' Min, RATION OF THREADED TO EXISTING WOOD HEADER. (SEE OLE ON SHEET 15) BY wALK- A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 LOCATE LAG SCREYfS AT M[DWIDTH OF EXISTING WOOD MEMBER. (2" Min, NOMINAL 1'IIDTH) W/ 2" Min, PENEERATION OF, THREADED AREA VALID FOR INSTAL ATIONS WITH 72ps1 MAX: A-SM.. DESIGN LOAD ANM 9'=d" MAX. SPAN. THIS INSTAL'.ATION IS ONLY VAUD FOR WOOD VN/ 141N. SPECIFIC GRAVITY OF 0.50 AS DOUGLIS FIR OR SOUTHERN PINE No. E, 1 OR EQUAL, 2'x6- MIN. WOO DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK. IF APPLICABLE U 2017 EASTERN. METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System R BLADE #1 W/ OR W/O RV YdN0 N mXX NINE No 7-107 Ins APPMGE3k7 S / W/'1 Ila, WY. A. : / \ / MUEIR0q IXW FbBJf ` ; \ I � MU PFIiEiRq(aH Emm Glnss i . \, � f- � ' COX \. ALlt ttO E 1/2" AO.IL AT EMiE(i O%4) _ *I& SMS. ,\ 9l U.C.Q0. E10a 6.85 6J6 Ot. C-C. 1 oR J�•�"hJ•6��J7-�a �, a`Q•�'J•O-lea END CONNECTION DFTAi . J Fl: END CONNECTION DETAIL(Ift 2•a+' LAN. wW, si)J05 9Eo'a / j S EJ6stwcJLASS' �!T W. viL �'.vomaa to L m SuzwE ON 3Q 1JJ. on la � Lela /2' M PLYMwm. 6KYS11?$ s END CONNECTION DETAIL 39 zW mN_\ q END CONNECTION DETAIL t 9} C. r --- i- X END CONNECTION DETAIL t122 DETAIL e�ltip.� /j a Q2017 TILTECO. INC. qA. � IL �COINC, a q t b TILLIT TESTINO Ec ENGINEERING COMPANY .40 • 6355 N,W. 361h. SL., Sle. 305, YRGPM G4 -JS, FLORM 3316 ^ g.� •,, ' Phane : (3OS)871-1530 _Fax : (305)871-1531 OVAL •� � ` 'e-mad: (dleao®aaLaom wr4.rER /: Harr Jr. c.t=, P.E. SEAL /.grMATI IRF /f)ATC FLORNA L)c. # 44167 VIEW Y y 2.4' Mix �qn Slum I • IXRORc iilAss I J \ 1 / 4 1 MIIJ. =x Hil Sc ml (� max//2 FLY1100D. s wMa 1] av 1 w %EET M MAES�$ •Ui 1' Eit 2' YW. (C053-'JII (EW]-Te.l'1aYSx s.us..misle MIX0.]il' mvArI'Ma3uc6 m WAIL AT 1. 0.G LaG1E AT. • ODE 0.^) 1 OR Q9 ) , A�'S.S.A� American Shutter Systems Association, Inc. 4268 Westroods &64ve West Palm Beach, FL 33407 F.HD CONNECTION DETAIL 19 • REgN�REO ONLY FOd SPJM1S CRGTEQ iJN.Y 1Z'-C' ♦ f LIIdRATIONSbF USE E )A ON SF)EET 19 2017EASTERN: METAL SUPPLY, INC. EEI-THA HVTM - Accordion Shutter System KV. a.ADE #1 w/.oR W10 KV WNMN M.AnE AWING No 17-107 MAX. ALLD MIND SEE CONI, OETAI 10 & FULL 410RL5 fff ( , a O a O i O d n a i d P d s s I n� o z o J s z d a d i > d s YP TOP & OR REQUIREMENTS) TOM / �, .I 1111n1. W -;— oA oR C�1 ).i EXISDNG GLASS ELEVATION Mu SWARANtN To GLAss SEE SCHEDULE ON SHEET 11 FOR MADE CV —"� - ANp. O:N tas SHEET FOR ELADESO& @ --------------- TYP. 4R.I^ RICAL wl OR AND AAA>\ \ `' VI/0@,,'(SEE NOTE 4 Asrnc) PLAN u20T7 TILTECO. INC to y fL E C o �Nc. �1a,; TIlL1T TESTING &ENGINEERING COMPANY W •r,. [.i,p1,�91, 'r• ••\V i 9366 ll.N. 36th. SL, Sta 305, 4R?GINIA GARCERS. FLQ?nA 31. .+ A............ V�ft Phone : (305)B71-1530. Fax : (305)871-1531 a/}q�g, e ` e MQN. tntwosaa:eom s ��J•d7A4����r,r� EB-0006719 -..rrexxdr` WALTER A nLLrr jr- P.E. P.E. SEAVSIGNATURFMATF FLORIDA Uc. # 44167 1. MAX. A.S.O. DESIGN PRESSURE RATING: 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A, 0, 0 & H ON SHEETS S. 7: AS WELL AS MOUNRNGS M. 0. T. U & W ON SHEETS 16 & 17. 44.. NY CENIERAATESSS(HOTH WrOS DR 2 ) ARE ALLOMIED WITH CENTER UST BE INCLUDED ONLYOR ATWU`IIOR ACCESS DE OF OF OPPO INO OENTERAI0. 5.'(A) HV WINDOW BLADE i@j! SHALL ONLY ALLOW A MA)UMUM OF 5 OPENINGS (3°9 HOLE5) FOR ®'PER BLADE AT SPACINGS SHOIYN ON SHEET 4. (8) MIN. CLEARANCE TOP OR BOTTOM EDGE OF HV VANDOW BLADE V9' OF ANY 3'0 HOLE FORM SHALL BE 12". (C) FIRST OR L5kT BLADE CCMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE t y (0) HV WINDOW BLADE1® MUST BE USED ALTERNATE TO A SOLI] HV BLADE 1O THROUGHOUT SHUTTER'S VWfH. (E) CERERMATES SHALL ALWAYS BE INSTALLED ADJACENT -M A SOLID NV BLADE lf1 AT.EITHER SIDE OF THEM. (F) POLYCARBONATE 14V VANDOW ® SHALL BE INSTALLED SO TABS FACE THE NTERIOR_OF THE OPENING BEING PROTECTED. HV WINDOWW� MUST Be ONLY INSTALLED AND LOCKED USING A HV SET¶NG TOOL PROVIDED BY ASSA. INC 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALIA71ONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE)- 7. SEE ANCHOR SPACING SCHEDULE FOR INSTAUARONS I= POURED CONCRETE OR CONCRETE BLOCK VIALL ON SHEETS 12 & 13 AS L1MrTFD By SPAN AND DESIGN LOAD (SEE NOTES I & 2 ABOVE). B. MINIMUM SEPARATON To GLASS SCHEDULE PER ASDS E-1996: WIND ZONE 1dNIMUM SEPARATION TO GLASS 1 THRU 3 }' 4 6.25' A.S.S®Am American Shutter Systems Association, [no, 4268 Westroads Drive West Polm Beach, FL 33407 7 EASTERN METAL SUPPLY. INC. Accordion Shutter H.V. MAW #1 W/ OR W/0 ITV. WND AWING Na 17-107 6 6'x 1 712"x 0-035" THICK Min. ASTM[ A-653 GRADE 4D Min. G-60 GALV. STEEL METAL STUDS AT 16" O.C. 0 /I — i .3/4 r 6 1/4"X 0.035" THICK irn.1 43C 43a, CONT_ CAW. STEEL TRACK CHAN'RADt• I ®6" O.C. ®6" a.C, ASTM A-653 GE 40 Ma. G-6O 1 GALMAIZE'D FASTENED TO STUDS I r ,W {2) #6xi/Y TEK SCRE195 ON 1 f!EWSTING FINISH INTERIOR di EXTERIOR FACE ; AS APPLICABLE I EXISTING GLASS—i WIN. SEPARATION TO GLASS (SEE SCHEDULE) 1 3/4'x 6 i/4'x D.035" TH1CY. Min. i EXISTING FINISH CONL GALV. STEEL TRACK CHANNEL• 1 AS APPLICABLE ASTM A-653 GRADE 40 Ulm. C-6D I 1 UJ,VAE11Zm FASTEN TO STUDS f W/ (2) 6XIle TEK SCRINVS ON 1 43c 43a IIJTEWOA & EXTERIOR FACE' 1 1/2'x D.035" THICK cYx1i1E5`. `i. Min. ASTM A.-653 GRADE 40 Min. G-6o GALV, STEEL METAL 1• =''2-:laaz;-,'< MS' �+ li,' STUDS AT T6" D.C. IIkLL. F-A 4.4 43c :; 1 {.';• 1 1 1 i M -ZEXI$7TNG GLASS "L,LNILHMATV 9EMERAL LIMITATIONS AND COMMONS OF USE FOR BERTHA M HV BLADE ACCORDION SHUTTER ER SYSTEM INSTALLATION TO METAL STUD WALL.S 1, MAX, A.SiD. DESIGN PRESSURE RATING: +75, — 75 (psf) 2. MAX. SHUTTER SPAN_ 64" 3. ALLOWED MOUNTING: 8 ON THIS SHEET. 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT,. USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT —EXTERIOR 'OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q �W�t SYMMETRYCAL {II 1 CENT INTFRIOR ArCrSC cinr: ;11�3tt Mip.) a`(3 rj� (6" Min.) I ` 24- 3 1/4" iTYP-) 6 1/2' (T>-P-) I 7" V�—_.; 7' . HVk —HVB--BLADE—SLAG - DETAIL—HVF—— i �j qq yt 02017 TRTfCO, INC. e IL EGO,N�. TILLIT TESTING & ENGINEERING COMPANY Q--A ,a sass H.w. 3s1n., sL, ste, X% MRGRci GARDENS, FtoR,dt 33 p� • �4i Phone : (305)VI-1530 , Fax : (3D5)671-1531 yi^ i••• t$�71 p�ta . � 4h e-ma tJtec61 aao1.com �1"VVIL'Ri • • t EB-ODp6779 . ••"•• ••• ••�1C7� ;in WADER A �P TUR Jr. _F _- P-E. SFAf���etTGG3naT� FLORT)A Lk. f'44767 1211 -12.000" tfgx. o -.063' 3® J4-0 NOMINA AL_UMiNUM S `EFVE 6063—T5. ALLOY SEPARATION TO MASS SCHEDULE N VG FINISH AS APPLICABLE TOPP&& BOTTOM) t —_---5 MIN. .StPARATION TO GLASS (SEE SCHEDULE) —6 1/2". MAX. SLACK A.S.S.AIR American Shutter_Sysfems Association, Inc. 4268 Westroads Drive West Palm Beach', FL 33407 •dF6!%%: /t /� a 1109-20W BOLT MUST PENETRA�E 0D in l .373 a 1 .250' -�-. is 1/4"0-20 THBFADS. 43c 1/4"91 ELCO CID ffRUCTION PRODUCTS EAR—LOK HD COMPONENTS SCALE 3/8 I^ 1 1 3/4"x B 1/4"x 0.035" THICK Mn iOYT_ C-ALV. STEEL TRACK CHANNEL, /AStM A-653 GRADE 40 !din. G-60 GA.LVATJpED FASTENED TO STUDS }.1 VJ/ (2) OXI/2' TEN %REWS ON i INTERIOR & EXTERIOR FACE a LOC�rEl) AT t 2 fiV HEADER/SILL EfJDS VIEW Y SIDE CONNECTION TO TRACTS ©2017 EASTERN METAL SUPPLY, INC. BERTHA WTI,, Accordion Shutter System H,Y. BLADE #1 W/ OR W/O H.Y. WINDOW MAW 1 .5 AWING No 17-107