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HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. BERTHA H:Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FDA COMPLIANCE IN ACCORDANCE Wfr.4 THE 2017 (6th 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 BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=O.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS- I i THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONWI0N, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-70. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A-S-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 2 INCREASE IN ALL0IVABLE STRESS FOR WIND LOADS WAS la USED IN ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. THEIR 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 J0214.01-03, 60715.01-03, #1004-01-05, #1214.01-05, #0317.02-0& #0609.01-10 AND p0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS A'D ASTM E-1886 AND E-1966 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & .3).& 01220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE -NN YNNDOIV BLADE (0 4050&01-08 AS PER ASD4 E-1686 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND III 0725.01-BB AS PER TAS 202 PROTOCOL 2. HV SLADEG.AND HV WINDOW BLADE (a ARE ENGINEERED TO WORK. IN UNISON IV" EACH OTHER UNDER THE 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 SHAD. BE #14x275• AND (114x1.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING 'SYSTEAf AS MANUFACTURED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. By APPROVED 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM 6005-TES-T5ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksT AND 35.7 ksi FOR ALLOY- 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SEPo13 OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 tcsL MINI. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24T7.3.3.4. S. BOLTS TO BE ASD4 A-307 GALVANIZED STEEL, OR NISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksT MINIMUM YIELD STRENGTH. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 0 : 12.13.14,15 AND 2G REQUIRED BY TO ANY SPECTORSOTHAT Hv BLADE , & MAY BE NECESSARY IN ORDER TO 0 Q WORKING IN UNISON: 12, 13 & 15 CO�'-PLY WITH ALL APPUCA13LE CODES. 8. THIS BERTHA H.V: ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COV METAL SUPPLY, INC. ERED, IN WHOLE OR 1N PART BY U.S. PATENT 5'458,179 ISSUED TO EASTERN S. IT SHALL BE THE COMPONENT EDGES OF THE CONTRACTOR FA VERIFY THE SOUNDNESS OF THE STRUCTURE LVHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WTH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL .IN A VISIBLE PLACE WITH 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. SHU7TE; MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION. SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORI0 BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.Y. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED THE JURISDICTION WHERE PERMIT IS APPLIED TO. ::,13. 13. (9) THIS P.E.D. PREPARED 6Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E-D. 53 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, Llj Z U THE CONDITIONS ON THIS P.E.D., PRONGED HE/SHE DOES NOT DEVIATE FROM ONS(BIIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S* RESPLRY. Z (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. Q U (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 WILL 8E �l RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. 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. ST. LUCIE COUNTY BUILDING DIVISION` REVIEWED FOR COMPLIANCE ; REVIEWED BY �� DATE PLANS AND PERMIT MUST BE KEPT ON ]OB SITE OR NO INSPECTION(S) WILL BE MADE P.E. 02017 TILTECO. INC. E C O INC. TILLIT TESTING & ENGINEERING COMPANY i S365 H.W. 36N. SL, Ste. 30.5. VJRMMA GAfiD`.TIS, FLOREVA 33 Phone : (30061-1530. Fox : (305)671-1531 11l a-mm1: ti@ecaaa j. cm E00t�11 SALTER pij T19r_ P.E. RC /f)6TC fLORIDA be. $ 44167 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 BLADE in AN HV WINDOW 131-ADE I1A1 (WHERE APPLICAB E) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CMERMATE DETAILS HY 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 TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE n ONJ Y INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS .IN THE STATE OF FLORIDA A.SwS.A. American Shutter Sysfems Associction, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 FILE COPY EASTERN METAL SUPPLY, INC. UnNuff1M "w TM Accordion Shutter System H.V. MAW #1 W/ OR W10 RV NINDCAN BLADE 'AWING No 17-107 -RED UNDER US PATENT # HV WINDOW RU ATIONS OF USE OF ELADR J)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE. 6063-T6 ALLOY AND TEMPER SHEET 19 1 HV CEILING HEADER O6ZFIED FOR USE W/ HV BLADECiONLY, SEE SECTIONS FOR VAUDIiY. 6063-T6 ALLOY AND TEMPER r x � 7 tAN.XMR YMNt t 062- 6 SIDE ANGLES QUALIFIED -FOR USE W/ HV BLADE Q1 6063—TS ALLOY AND TEMPER 08'�O�a O 0.45� o i j 4.385' d.999' �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE( 6005-T5 ALLOY AND TEMPER 3.226" 7.500" ,085" I c LTA ) n �i L A.897' i 7 HV ADJ ADAPTER WA IP QUALIFIED FOR USE tiV/ HV BLADE 14 6063-T6 ALLOY AND TEMPER HY HEADER/SILL QUALIFIED FOR USE W/ HV BLADE(i}ONLY 6063-T6 ALLOY AND TEMPER — ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q1 ONLY. 6063-T6 ALLOY AND TEMPER 104 HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE(L) 6063-T6 ALLOY A D TEMPER ;8HY WALK —OVER TRACK OUALIFED FOR USE Wf HV BLADE 11 6063-T6 ALLOY XD TEMPER 13 HD CEILING HEAT �. QUALIFIED FOR USE W/ SEE SECTIONS FOR ` %63—T6 ALLOY ANjY COMPONENT A B TI T2 j7 2" 5- MAX.1 1/6- 1 1/8- i ;18 j 2' S" MAX. 0.192") D.a 92" I v i 2.5" 7" MAX, 0.190" 10:160" 1 I 2" 5" VAX.! D,i 39' � 0.131- O oQ Q2017 TILTECO, INC. 717LECCOINC, TILLIT TESTING & ENGINEERING. COMPANY 6355 N.W. 36tR SL, Ste, 305, WRGP.TA GLR11c'FLS, FLMRSA M 40 Phone : (305)871-1530 . Fax : (305)871-1531 a -mat: titeaa®ad..0m > 4t4 EB-0006719 Itt WALTER A TWT Jr. P.E. C /nATr FLORIDA I.Ia 5 44167 1.491' 1.2DD, I f l ct yy • � o 0 HV W ZI EI0' STARTER QUALIFIED FOR USE W/ HV BLADE Q1 6063-T6 ALLOY AND TEMPER 9 ,,HV TRENCH TRACK `' QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER ,141 HD WALL HEADER/SILL �' QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER X Y t 2- 11 2" i0. T25' 'L X CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 07 6063-T6 ALLOY AND TEMPER An S SSA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 i�HVRA UR QUALIFIED FOR USE W m High Velocity Hurricane 2017 EASTERN NEFAL SUPPLY, INC. 7�wa w ■!M "w TM Accordion Shutter System RV. BLADE #1 W/ OR W/O KV. WINDOW MAX AWING No 17-107 ?27 745"'. .745' 2:293' f i I325- ZT6ALLOY / HV BLADE a'& ` . ONLY HV FLOATING C E TE S' AND ER QUALIFIED FOR USE W/ HV BLADE 11& 1A-ONLY 6063—TS ALLOY AND TEMPER Al? Z]� I7F l T750' PLAN FRONT ELFVA.T:ON LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE IN/ HV BLADE MONLY 6063—T6 ALLOY AND TEMPER AND OR LOCKING ROD d QUALIFIED FOR USE W/ HV BLADE CI 6063-T6 ALLOY AND TEMPER -)INSTALLATION WILL REQUIRE A 7 :(L1 P.,AT TRACKS FOR PROF - MBEI HV MALE "T" LOCK CENTERMATE/� QUALIFIED FOR USE W/ HV BLADE�ONLY tL$ 6063-T6 ALLOY AND TEMPER �- 132' , QUALIFIED FOR USE W/ HV BLADE�iONLY 6063-T6 ALLOY AND TEMPER HP —SENT QUALIFIED FOP, USE W/ HV SLADE1;&.(tA 6063-T6 ALLOY ND TEMPER ft/2- 4 --—t ta`o �37 HY 1/4" 0-20 AISI 304 SEERIES S.S. THUMBSCREWS QUALIFIED FOR USE V// HV BLADE tyttyr �v �1 :.�pp��ff�J/�` as S2017 TILTECO. INC. r� :, z IL Eco ,Nc. � zr4 � ;• (t 1 TILLIi TESTING & ENGINEERING COMPANY STAT L' ti 5555 ti1Y. 'J6iH. SC. 51e. ',.p5, ViROMN GARDENS. FiOROA 33 �•• A{. .• °°� PAPne : (3O5)871-153a . Fax : (305)8'71-,531 =�r�'1•.'�+74yr!y e-mnA6C1Tt0eT0LcbddTad.mPm.E. P.EARDATE naRMA Uc 0 44167 t/4'-20 THREADED n GRASS CTWNOER & KM (CHROME RATED) HV OCK QUALIFIED FOR USE W/ IHV BLADE'l & 9 ONLY. _32 �o n � N HV "T" LOCK QUALIFIED FOR USE W/HV BLADE �':U ONLY. O.D. PU58C HEAD MOLDED To 1/4"9-20 x 3/4" G ENAMEL PANTED CYLINOER E PIATED) _5t8` m � .518' N AFTER RIVERNG BEFORE RIVETING 1 /4"gi-20 RIVNUT* *SERIES. 9444 ALLUNUM (202hT3 AD.GY) LARCE FLANGE THIS SHEET NUTSERT. PART # 0820. AS MANUFACTURED 6Y AVOEL CHERRT TEXTORN. PARSIPPEW- NEVI JE --y 07054 OR EQUAL Hit ALTERNATIVE LOCK QJALIFIED FOR USE W/ HV BLADE O ONLY. Ige'lI u I. I f i • t� iO4'i 0.875" Min. 1 .125" Vox. 34 HD LOCK BY REGW HARDWARE MORTISE LOCKS SERIES 2333 .HOOK SOLT LOCK. QUALIFIED FOR USE W/ HV BLADE J& Ai An V w V .A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Pdlrn Beach, FL 33407 to High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. BLADE #1 W/ OR W/O H.V. WND W afiX AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV b9 _ HV BLADE t ® HV BLADE TA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ' HV WHEEL CARRIAGE AISI 302-303 SERIES 0,870"x3/16" THICK NYLON WHEEL. 0-188"0 AISI 302 SERIES S:S, RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ V28 HEAD 'k �4 POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 0 BLADE. TYPSHUTTER ICAL ASSEMBLY rlrs (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. (3) HV PIN ® OR 4@3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEEL CARRIAGE DETAIL N.T,S, BLADE'S KNUCKLE (Tn') 2 7/8" um CLEAR SEPARATION BETWEEN BLADE OPENINGS OOR ` i( O1 OR i III I EXTERIOR 14V PIN C`l OR 4 AT 33} EXTeIOA y BLADE'S KNUCKLE -'11 F 3 (SEE NOTE x FOR � REQUIREMENTS) # ASSEMBLY LAYOUT N.T. . BLADE .0625' sr=cNr�N x_x0625' .D625" F. + 5 ON C �. 2 1/4'I EX HIP 11210611 CLEAR , CEMEEN TYPICAL HV WINDOW BLADE o AND T I POLYCARBONATE HV WINDOW DETAIL rREMINS, YCARBONATE IMPACT RESISTANT HV WINDOWER MAKROLON 3103 POLYCAF.BONATE12' MIN. LLEARAIICE UV —STABILIZED GRADE OR SABICTO BLADE BorrM VATIVE PLASTIC LEXAN 103 RESIN NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR APPI"mr fi�TflS Tlpmk Fft0Ya7Tfs SIAUUH wLmim x 0� 4SPMM �A_y /IT_•fMIlt , ASN 092 0.043 m/in' mm 1b/in TET15LLf YIELD � A Me 9AW p.si. 9,5W p-zL FLEXURAL SIFte=14 AT EW ASP/ G 12.5C0 p.si. 13.400 FIX 0LVL tl39USIS jlmA ASIM D790 340,CW ps.L 345.J°0 Pi. I TbPcO r2W FIRE"s°H� ASN 0256 ASN D2343 18 Fr-2l 47.2 S 17 FT-ISCn C45 aICKE Dil S" 0.17E OF eu., NG ASN rsxs_ C-i C A C-1 CIASS SELF limmoN AM 01929 1040 'F 9p'F WFATHEx9. A59d G155 TENSLE STRIxaRi ATER. VMkA ER=4 A51N 6m 9302 p.L 2840 Pz+- TEN50.E STREW 7z?09E NEi1H1i.'�G ASH B38 8461 F-i. me p..F. FLORIDA BUILD1 CODE(Non High {I'elocity Hurricane Zone 'A ,°�•.•iy �sl¢•, ?'c oq 02677 71LTEq, INC, 02077 E4STERN METAL SUPPLY, INC. AI. S. S.A. BERTHA tt \/T1.1 � i � E C+ � Tree. Accordion Shutter System " y n H.V. MADE #1 W/ OR W/O H.V. WINM aha •lir�� ;+; _q' TILUT TESTING &ENGINEERING COMPANY American Shutter Systems Ev. N DESceIPnoB Association Inc.IS DffDRAWING EBY: . 63$3 N=L MIN 5) Ste. 303, . Fox4 GVt0EN5. FLORA 3315 f ne. 1 /27/t117 �- �ii` �'•'`iPl5ai�5�`: �.,'ir$ ti o'�'75-085 • r ._... Piore : (305)671-1530 , F°x : (305)871-1531 4268 Westroads Drive 2 (try 3tlaa° e—mail:�tl00067 a.c0m West Palm Beach, FL 33407 3 WAL7ER A 7ILLR Jr. P.E. 4 7 P.E. SEAL/SIGNATURE/DATE FUORZA Uc g 44167 S C SEE END = CONNECTION I i DETAILS ON U F E SHEETS 10 & 18 TYT.. FULL HE : u 1 HEIGHT. tl ---------------- atyrtea wD7 �i���� I!�lFL_7iEl7>ili�!!i• J ill �iti•!'iliir�li��Lti'i1�L'S�tii�i� i-- N.T.S. )�0+'��na/� t 2S OF CORNER CENTERMATE 4.NOTES ON HV LOCKS AND CENTERMATES 1. �NDATORY CONDITION A' ONE HV LOCK ;�F5crqD SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR B OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION.. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S_ M-S: LOCATION OF LOCK SHALE BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2•4EpQ� IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS �3 . e5 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (21 OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. i2j U W/TVJO H V OCAS -le LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE US€D IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CO_ NpfBON F?� ONE HV LOCK'Z o� 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND iNSTAIJJiTi0N5 AT ANY ELEVATION. HV LOCK (2$ or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) I/rOL20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM 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. ONE ALTERNATE HV LOCK G MAY BE USED IN LIEU OF HV LOCK or r FOR ANY SPAN AND IN TIONS AT ANY ELEVATION_ ALTERNATE LOCK 0.IAY SE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4",a-20z3/_ S.S. THUMBSCREW TO (�, OR CENTERMATES SHALL BE MADE W,1 1%4'1b-ZOz3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 7/2 OF SHUTTER SPAN OR TYlO LOCKS AT 1/3 OF SHUTTER SPAN. S. MDATORY CONDITION 1FOR KUNDNE MO rt.M IM I1AEONS ONE HV LOCK or g or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS Up TO 96". AND FOR INSTALLATIONS AT ANY ELEVATION. FiV LOCK or a @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @' or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. MS: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3� OR % TOP AND BOTTOM IS COMPLETELY MANDATORYW/. 05 *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. �CONO ALTERNATE TO MANDATORY-ONDFRON j!1 VAI ID ONLY FO.� ttv Y rx•1r � A � ONE ALTERNATE HV " LOCK I MAY BE INSTALLED IN LIEU OF HV LOCKS 1 STALLA] AT ANY ELEVATION. ALT�RiVATE LOCK MAY DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ®fNCLUD£5 USING RONFORCIN0 LOCKER ? ; PS SHOWN ON SECTION kiVG, SHEET 9, YJHICH MUST BE CONNECTED TO CENTERMATES �8 AND S '/ 1/4"4-20 x 1 1/2" LONG 5.5. TNREAD£D BOLT W/ 7/8'ra x 3/32" WiNGNUT CR iY/ b/4"0-20x1" S.S.M:S. INTO A 1/4 flx.5/8" ftRMUT. LOCK MAY BE MSTALLED AT MIDSPAN OR l2" MAXIMUM ABOVE AND BELOW MIDSPAN. US€ OF TWO LOCKING RODS' TOP AND BOTOM IS -MANDATORY. *N ES ON HD LO KS & CEN ERMATES: 1. pD y9_(r v HO CENTERMATES i31 OR =:�____ qV( ONE ALTERNATE HD .LOCK (P MAYBE USED IN LIEU OF HV LOCKS 2 ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34%, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HC LOCK 6` TO 33 IS W/ 3 #8 z 3/8' F.H. S.S.M.S., AND INCLUDES RONFORCLIOgT INSERT CU AS SHOWN ON SECTIONS HDB-HVB AND HDC-HNC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR i2' MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS IS COMPLETELY OPTIONAL relocitY hurricane z1s• !^ •"•""•. v�• a 02017 TILTECO, INC. 002017 EASTERN METAL SUPPLY, INC. BERTHA: HVT1 L EC O �Iwz. A.S.S°■A. Accordion Shutter System 7 xv eLAM #1 w/ OR w/o Kv wlpmav SLADE ` • < s � : TILLTT TESTING &ENGINEERING COMPANY American Shutter $yst9m5 0 EK N McfjtpT10N. DATE ORAtim ef: Lc: "= '•.. .," ' ' ' . 62M5 N.W. 35ch. SL, s . 3a5. ylscnw GARDENS, rLWWA 33t6Association, Inc. I OLD 15-085 /27/1 cAm. 07/27/17 ...... ` k Phone : (305)877-1330 ._FOK a (305)871—f531 4268 Westroods Drive 2 " �L}�y v*t �� 1g a—m¢I: 0006®au'.eom West P7T9DIm Beach, FL 33407 3 DRAWING No • �18HL t�a,7111 WALTER'c�A.TOLLIT Jr. P.E. 4_ 7 FLDROA Ue. $ 44167 17_ 0 " 7 P.E. SEALJSit;RffiTl3RE/DATE 5 cuFFT POURED CONCRETE REOUIREO ,I t f2": 1I E D. s k EXISTING CONCRETE ANCHORS (SEE. SCHEDULE ON SHEET 13) I A HV WALL HEADER INSTALLATION I a I 'CONCRETE ANCHORS POURED CONCRETE .,-,/ (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED f�—Dl% BY WALL SILL INSTALLATION 1/2 1 r Maxi _ I I E 0.' , I I . -CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) �) $' RFOR.E t`- IIAunRIt.O ®oN 5HEt7 7) t" i Min. -1 f4 0-20x3/4" S.S. EO EO MACHINE SCREWS USING 1/4'-20 NUTS Q 12, O'c' �[ -lei OR in-, OPTIONAL OR (j�• MIN. SEPARATION TO GLASS (SEE,SCHEDULE ON SHEET 11) EXISANC GLASS--; - Max, (� HV WALL HEADER INSTALLATION + KEYSTONE -L).OR ;tg• i?1N_ SEPARATION 70 GLASS. :~(SEE SCHEDULE ON SHEET it i EXISTING GLASS--+ J r OPTIONAL f ED.* I j 1 ifz-� t L 17 18 NOTE FOR COMBINATION OF SECTIONS, 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D, = EDGE DISTANCE ASSE)aBLY 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY IN57ALLATION, P.E. oR ) y POURED CONCRETE OR CONCRETE BLOCK REQUIRED r 1f2 _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4"6-20x3/4` S.S. MACHINE SCREWS Wt/ 1/4"-20 NUTS 0 12" O.C. r DR t cJ EC � r iv j ` \ y k-OPTIONAL MIN. SEPARATION TO GLASS ifE SCHEDULE ON SHEET'1 '� HV WALL HEADER INSTALLATION MIN. SEPARATION To GLASS rl1 D EXISTING_ (SEE SCHEDULE ON SHEET 11) IHI pit ) GLASS i OPTIONAL ;I 1' a 1I Max- t-r- -` Max. 13 aR 7 5 1/2 - -- -EOr- -Eon MACHINE SCREWS USING 1' -. 1/4'-20 NUTS 4 12" O.G. !- t,CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) E} HV WALL SILL INSTALLATION 4 SEE LIMITATIONS OF USE FOR BLADE A; ON SHEET 19 �jj mw 92017 TILTECO. INC. �o O tNs. •� `� TILLFr TESTING $ ENGINEERING COMPANY 6355 N.1/. 36*h- St, Ste. 05. VIRINVA WRiLE . R.ORiUA 33 E Ey •1e4 Phone ; (765)87F 1530 . Pox a (305)871-1531 a—maa: 0{¢CoCuoL.M E6-0006719 Wt TER A TILUT Jr. P,E. RC /TIATC FLOP= Vc. 1 44167 Mox. i" Alin. • , 't 1/4 E-20x3/4- S.S. PHILLIPS A, ICONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS ti (_F5 SCHEDULE ON WV 1/4"-20 NUTS & 12° O-C. POURED CONCRETE— SHEET 13) OR. CONCRETE BLOCK REQUIRED (�)HV WALL SILL INSTALLATION INSTALLATION DETAILS WZ HV BLADE A.S.S.A. American Shuffer Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane Zcni iD2017 EASTERN IAFTAL SUPPLY, INC. BERTH HVTA4 Accordion Shutter System fix. apa #1 W/ OR W/o H.V. W=W MAX I OLD is -ass rfzi/I Da�E mJz7/1� 2 3 DRAWING No 4 i7—soy POURED CONCRETE REQUIRED (6) CONCRETE DRS I M+L stpuar2m ON SHEET 13) I m pas (g 1 SCHEME aN ;HEFT EDGE OF 'I 11 FOR LLIX Saw SLAB IF CN S6Er 19 FOR APPLICABLE EXISTING GLASS- ' ALTERNATE. ANCHOR i- LOCATION I' y11 13 OR I ��QQiillplilli` _Ill a � r T 42, u c t EDGE OF 1f S(AB IF APPUCABLE POURED OR {I� CONCRETE REQUIRED --0 OR EXISTING GLASS— ' #IOz3/4- HEX WASHER HEAD TEX SCREWS & 12- O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) I 1 tlr . EDGE OF SLAB IF `; HV FLOOR INSTALLATION # n Y.AL SFPAftrT10t1 To cuss +m, !-(sEE sclsmulE � I. 48 StL`ET lf) n i V r j1 i EXISTING f + r /'1 ecS t e 8 EDGE OF SLAB IF APPLICABLE APPLICABLE POURED / t_E D s CONCRETE j c' r' r 1 r t J 1 �pVw {y' 5 TO rts� sa:`Cut1: I 1i t If r r t t1 i E- r€ V REQUIRED f FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) I HV WALK —OVER INSTALLATION 1 EDGE OF S1A8 1F r - � APPLICABLE a4 POURED . * ' CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D_ DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET it TO 4�za�nAnc:t " CONCRETE ANCHORS GU55---+ 1 rr-w. S�t=.vum:u _ , T— I + SHEET 75EGULE ON� t(t'a rtw au't�IX TucoN wf (L"�' t') { i av ssf t t _ EXISTING')' E%TSriNG �:L�� M �cc + EXISTLN�_r -'•� ifY.Fa±'CALG'f OR t/4iL PRg3LrR�.'Ui O GLASS O I GLASS / FASTENERS TAMER+ t3.ICl TORS W/ I / 'I(SZ su-:.�taEC:f sn2T tt —O + t 4' 1 r. ua). « AON:¢N TO p. t O.CS :UR UP 0 V-Cr SPAN AND MAX. t O r r }1j1$ (s-T �a+>•>wac eN s�L# 1:? �'t r '4 O.e. FOR SP.� LARCiR THAN # r, IZ c•_U UPToV-01 1.:+x *FuT SENANT wr EYERY FASTENER H00-MA7t l DT 1 (w NOTEUNVT 1 CArA5Pa4HEAD E. D * SHEET tt F122 u1crATTays} 3/T3 THAx. TEr SCREWS r' Cater. SE&AuT 1 - T a°Q14>3 i" HEX HEAD..�r 1� /:` ._L r9. 12 OC � 71318 J Llc+i' TEK S,£2i,EW3 ®. A. O C I '_it _ /_ OR t/®-20 S.S. M.S. L a m / _ TL/`� - 3 ✓ / r t r I t i --, LA. CONCRETE ANCtIQR9 _ i4z3 4 SD $ t , r j f i l.j if9�d-z0.3/c' S5 re5 t1�NUT ® 9" O.C. (SEE SCHEDJLET ON n i L�� 7 f �& 9' O C: 1 __ t ` r Mo _ Ia[ '� USN. t/4'o-20 NUTS T ra 1 SHEET t4} �1/2, - * tl o t2^ oc. C ; _ 18 1/2. t z.DD MIN: �snNG MR STRUC;UewL r ,+' y, [Y J 17 R 18 SMALL 7RiM + ; I R," , !)± LAB �F 1 /J////�X� y _ `� O T\ SU) fal:caRArnc APPLICABLE— �, \ V. \ �g74z3/4' F.H_ S.D.S. i MIN. CONCRETE ANCHORS \ & 4' O.C. ' • FOURED CONCRETE -SEE NOTE 13{b) _ REL^SIRLEO J EDP POURED CONCRETE (SEE SCHEDULE ON ON SHEET t (5) SEE NOTE NOTE 13 tl I•' - E.D OR CONCRETE BLOCK SHEET 14) POURED CONCRETE—' ON SHEET I I • ` ` r.' REQUIRED DR CONCRETE BLOCK CI KEYSTONE MOUNTING INSTALLATION OPTIONAL,POURED +`"' i--� REQUIRED CONCRETE) �.' 1� HV WALL FLOOR INSTALLATION t HV WALL WALK —OVER INSTALLATION ASO. CESGN PRESSURE +6!., ]2 psf REQUIRED - MAX11 UPA SHUTTER SPAN S. (� HV RAINGUARD INST LAT10N t Nm, N FOR CO- IN0.TiOh! F 5 ` r * ON SHALL BE E. D. =EDGE DISTANCE REMOVABLE 7:HTHIS Rf7. PERF RMED NOTE R ADJACENT TO AN. OPERABLE EXtiFETLADE ATIONS OFUSE FOR I- SEE ASSEIJBLXH� 4 7YPICA., (SEE SPECIFICATIONS O74 SHEEr 13) QR ENTRANCE , ON SHEET 19 2- MOUNTING SECFLONS INSTALLATION. DETAILS W f HV B LA D E CYNNlI'COMBINED - IN ANY WAY TO SUIT ANY INSTALtATIDN. T(ESFy. saA G• fLORIDk BUILDING CODE (Non High Velocity Hurricane Zone 60 .•''.�� ; Teti' G2017 TfLTECO. INC. @2017 EASTERN METAL..SuPPLY, INC. U' `'• - BERTHA HvTV, A S A , Accordion Shutter System IL ECO time. KV• BLADE #1 W/ OR W/O KV. WINDOW BLAME + American Shutter Systems TILUT TESTING &. ENGINEERING COMPANY REV. x DESCRIPT]ON. DATE ASOClCtlOn, Inc. DRAWN BY: L,C, 6355 N.W. 36H. St.. Ste. 305, W NM GARDZUS. FLCRDA 3316 GATE 07/27/17 /. . $� 1 Phone : (305)871-1530 . Fox : (305)971=153t 4268 Westroods Drive 2 DRAWING No A A6 `-�r+ 1L, e_m E8 G00sn9t.�om west Polm Beach, 'FL 33407 3 t ^�..... rrHr WALTER A. TILLfr Jr. P.E d i .( 7— 1 Q /y $ 44157 P.E. SEAL/SIGNATURE/DATE FLORIDA Cc, 5 SHEET s _7 OF20 OUT I�' .r SEE NOTES ON LOMNG RODS 3®, Hv LOCKS D or 2® �IV EXIST NG LASS INSTALLATIONS WZ HV AND ATERIUTE HY LOCK SHEET S. 9P , * ' `A DETAIL BLADE W HV CENTERMATES CEEN� ATE � � ALL JCAIO SEE END WALL ONN eT1o1 • —EXISTINGGLASS DETAILS ON SHEETS t0 & ` 7 1 • 87 + a�e+ --------------------------------------------- 2"z2'xi/8"x0'-2" 6063—T5 ALLOY) ALIR(. i I -- ®+®aa' }�9 •.©>u 19+�$ 3 1/4" 7" 6 t/2" 7" _I CHORS i/4"0 TAPCON 'uNCHORS TO ' ,/2" oa0`® i -APPOSING SYMMETRYCAL (roP/soTrcnl; OTTDW & ,xi/2- s.NI..s. To TUBE! AT EACH ANGLE CENTERMATES ,zCENTERMATES Miii. SEPARATION ft O.C, FULL LEiJGKI. W/ HV L©CK O_,_ QvJ (TYPJ �I ( 5 i l ' '� i o W/ HV LOC�- TO GLASS * i '" (SEE SCHEDULE % 1'J tii--� .-' °' 35 �� _y_�_ ON SHEET 11) CJ 1 J i ----------_1�---�------ � _�_— ate,--- ----- -- -- �',------�--- - ----� R �I 1/2' O as®GzO+ Ocx ®ca 10 -.13 ox 10.Q�©rt^3� 1Q+©oa ©+O t cRt ©3 ca 19 • l' J 1�LE) MIN. "SEPARATION`. TOO GLASS (SEE SCHEDULE ` 1, f V OPTIONAL ON SHEET 11) 1 (INTERIOR) OUT Kal HVA HVB Wil © F (EXTERIOR) ______ _______ v, SYMMETRICAL _ * �6 CENTERMATES ;�EJ « AZ HV LOCK I26� OPTIONAL (INTF( np) 1 25 )+ HVE 52017 TILTECO, IMC. z 0 r TILLIT TESTING & ENGINEERING COMPANY W55 IAYI. Zb St., 'S10. 305, W IPMA MRI)ENS. FWROA 33 Rhalx : (305)871-1530 . Fdx : (305)871-1531 e-mmT: t�t¢eo3aol.rom ES-0006719 WALTER A,'TFLUT Jr. P.E. 7r FLORIDA Lic. # 44167 r OU - _ cn©+O7 ca® 10 >L:l ua. v EXISTING GLASS MIN. SEPARATION ca �+ ®oa®+ CS TO LASS C (SEE SCHEDULE J OR,+ �CH. 1 J+ 5 ON SHEET t t) OR a OUT A.S.SmA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 6 1/2- MAX. STACK HVF** Accordion H.V. BLADE #1 W/ OR' .-VULI W CONCRETE OR i. CONCRETE BLOCK WALL REOUfRED t{ — .`--CONCRETE' ` ANCHORS c j i G" O.C. c - �F i ryi 1 , Oocity Hurricane METAL .SUPPLY. INC. iutter System H.V. v NDOW DAM 1 I OLD 15-G85 07/27/t DAia O7/27/ 2 DRAW3 1IN-G04. OUT S IN En NO CLASS etADE 1psuac pErnr HVF, mDCA1Ep ON sHEEr e, A8 P,J AS JTHis SHEET, FLOATING eUSED DETAIL F%0O-HVO . 1NR'GRIED ON THS 5F?EET, WAY BE USED WITH TtLS AITERY4 n ALLAMN DEAL WGr SHOWIN IN THLS SHEET. 5/6- 6 * SEE NOTE 6 FOR HV LOCK® i' LOCK. ON SHEET 5. t $ERPS 9444 ALUNI.NIJN 2024-T3 MJM) URGE RANGE THIN S41EI NT7V M. PART f 0820. AS IIANUFA.^TURED By AVI)a CHERRY TEXTDrN. PARSPFe4Y. 14EW JERSEY 07054 OR EQUU 1 INSTALLATION it) HV BLADE W/ HD CENTERMATES (n ., & L—_-------------- _ (OPIICNKJ SNS. 0.12---------"-- i TULL tFhLNT. �—;-----r-------------- 30 HV "T IN LOCK (INSIDE) r-n RasSB��.j 7 sir Pws Cr 30 HV "T" LOCK (OUTSIDE) P.E. F�. 3'w OU-T 1/4" 0-20 x 1 1/2" S.S.M_S. W/ .7/8"0 x. 3/32" WINGNUT. HVG* Epp—HVD** FLOATING STACK •- , g/� w C2017 TILTECO, INC. 0 4 IL EC0mc. �". TILLIT TESTING & ENGINEERING COMPANY A` 6355 tt.Y:. 38:h. 34. Ste. 3p5, WRG:Nin GARDENS, FLpF,10.A 33 �,• 5° Pftotw_ (305)971-7550 . Fox n (305)371-1531 q9 a-MQ: tutoeo6oa.corn 7fif jl Ee-0006714 NALTE4 k. TILLIE Jr. P.E. n IDC /IIATC FLORDA L:0. 3 44167 (OP OXAD HDg—HWB oUT SYMMETRICAL HD CENTERMATES W1 OCK (EXTERIOR) A.S.S.A■ American Shufter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 HOC—HVC SYMMETRICAL HD CENTERMATES W/ ifs# LOCK(INTERIOR) # SEE "DIES am LOCq"G caaS Q h t Q t 4.N �31EET 3 ** U ,ERM itooms E-. -Q DESA1 ROO-H K VA::D ECft A4L GFF3RAlA4Te5 APRL'L'tTP..Yv'S µ�1{+ EL4pE O CODE(Non High Velocity Hurricane @ 2017 EASIMN METAL SaPPLY, INC. 71-wx ■ "*% r Y TLI Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. W MW RAM • VLU 10-v0o 0!(27/11 7)A7E 07/27/17 DRAW�/ING No CONCRETE ANCHOR ® IV O.C. I lit tI i TE ATP, SIDE) 1/2" MIN, ® 16" O.C. 2' OR WALL POURED CONCRETE OR _ - CONCRETE BLOCK WALL ' REQUIRED • -IXISiiNG GLASS i . _1_0 - -2" MIN.. f rrAi ssARAnaN EQ .: TO GLASS (SEE . SCHEDr'E ON Stun 1 j16"x3" MAX. 11 FOR BI AOE QAND (6063-T6) COW. ON SHEET 19 FOR ALUM. CLOSER E-ms '� PLATE. (LOCATE 1/ MIN-2 AT EITHER SIDE WIN OF A10x7/2" S.M.S. ----- .•- 69 16" O.C. 11 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS -E)OSTING GLASS MX SERAw.naa TD Glass (SEE SCNE➢ULE CAN SHEET 11 FOR BLADE (E)A;.D CN.SHEET 19 FOR ciPD� Q & Qi� I r END CONNECTION DETAIL ) IRS � POUREO CONCRETE OR r CRETE BLOCK WALL REQUIRED � ~ TERM. NG GLASS MN SEPARATION . TO 0-4ss (SEE SCHEDULE IDN SHEC, 11 FOR P..ADE (DAND ON SHEET 19 :bR MADES4 & (D i I i ! � 1 `-J J SEE DETAIL X FOR / SIPE CONNECTION OR _ POURED CONCRETE OR CONCRETE BLOCK WALL REQURED {-— 11-EXISTING GLASS Ii Y, MN SEPAWDJON �. TO GLASS (SEE i SCHEDULE N SHEET • I 11 FOR &ADE ()AND GNA�O& FOR 9 1/—J" I I 4 USE i" OR 2" MAX. ' (AS APPLICABLE)x2"xt/8'x0'-2" ' ALUMINUM CLIP ANGLE (6063-75 ALLOY) AT MIDHEIGHr (1) F10x1/2" S.M.S TO®& ,� (2)1/4'0 TAPCONS ANCHORS IO j WALL AT 1" O.C. (LOCATE AT / EITHER SIDE OF ®) ! /� �' SEE DETAIL X TOKJII 14 SIDE CONNECTION TOTRACKS I.6-A. -6- END CONNECTION DETAIL 20 END CONNECTION DETAI L Q3 - POURED CONCRETE OR CONCP.GTE BLOCK 1:'ALL EXISTING REOULREO —_---_-111�_-7 ,J GLASS ' 4 #i0xJS�AlMIN. SEPARAnfa`I IfCONCRETE D- 0)t 1/2' MIN. TO GLASS (SEE SCj.a,�� N S'�ANCHOR O.C. i (-0R ei/ (E)AND{¢12- ON SHEET 19 FORi 4 BLADES iQh QA EQ 2" MIN. I i. .0M ♦ SEE LIMITATIONS OF USE FOR BLADE ®ON SHEET 19 O OR Q` FiON DETAIL G2017 TILTECO. INC. m POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -2"-MIN, GLASS /EXISTING MN, SEPARATION TO G.ASS (SEE SC11X-UL.E.ON SHOT 11 FOR EACE I( )" O.N SHEET 13 FOR BLADES ()&� rM +®m END CONNECTION DETAIL d° REQUIRED ONLY FOR SPAPJS GREATER THAN 12°-O" `© OR OORQ OR L �OR�.OR�OR�OR� VIEW Y PLAN DETAIL X A Pvt. d� d American Shutter �ms ` t.if.�. Q TiLL1T TESTING & ENGINEERING, COMPANY y .Z'�"'°a° Ln �: y ti`.r 1055 N.W. _'61h, SL. SttL 305, NROINIA C-AROD,1S, iLDMM 331E Association, Inc. �1p n 4 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive ^• yd °•••"••"• y „- a -mail: t0006aaol.cem p ° �'� �f91 E8-6606n9 West Palm, Beach, FL 33407 ' le eopf � ;'; r' WALTER A nLL1T Jr. P.E. P.E. SEAL/SIGNATURE/DATE nAR10A Ua. g 44167 OR®OR O OR @OR'I3 ROOR(D ORk& WUE (1f0n nigh Veiodty Hurricane Ions ©2017 EASTERN METAL SUPPLY, INC BERTHA HVTM Accordion Shutter System H.V. %AM #1 W/ OR W/O KV. WNDQW TRAM V. NC DFS FMON DATE o.RAWN BY: LC. 1 OLD 15-085 f27/1 DATE 07/27/17 a DRAWING No 4 17-10i S Cl If'I�r MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (ft.). FOR INSTALLATIONS W/ SYM-1' OR "L-" (ft.) FOR CENTERb1ATES. ® & INSTALLATIONS W/ O P ONE H.V. LOCK OC oro0 or �or D HD LOCK ®'N/ NO LOCKING RODS or ���® ONE HV LOCK or or CENTERAIA 28® 29 W/ ONE W/ NO LOCKING RODS 1Q'T" LOCK 30 W/TWO LOCK NG (SEE NOTES t. tl) RODS 35 BOTTOM 14SEE 1�TWO177P��CC& x CONCR 91 - INSTALLATIONS V CONCRETE & MOD NMQMUMLW AS.C. DSCta 1UXM1wN liSD. CFS!CtI INSTALLATIONS F RE 17ALL MOUNTING FLOOR/CEIUNG WALL MOOrmNc MOUNTINGS (+ OR. -) & FLooR/COONG UGLI MG . L + 18) I L - UP, 1 1 s 16} r - rat --7-. rw, . I", .Ao iC-1U 14 —10-'. lY-2 1 lei-0- 35 40 t3'-70" 13'_10" 14'-2" , 15'-2" 40 13'-10' 45 13'-1"' 45 13'-1" 50 t2-5" t2'-5" 12'-8"- 13'-7 50 12'-5" 55 11'-10" tY-t0" 12'-1" 12'-11" 55 ILL'_-10" 11'-10' 60 17'-4' 1'-4" 1V-7" 12'-4" BO 65 11'-1t" 65 70 10`-S" iG'-6" 10'-9" 11'-5" 70 75 LLD'-1' ta'-1" LLD'-4' 1T'-i` 75 80 9'-1C" 9'-10" ]0'-0' HI'-9" BO 9'-10" 9'-10" 85 9'-fi" 9'-6" 9'-9` 10'-5 85 9'-fi" 9'-g" 9O 9'-3" 9'-3" 9'-5" 70'-1" 90 9'-3' g'-3" 95 9'-0"_ 8'-9" 9'-2" 9'-10" 95 9'-0" )LID B.-T. T-it" e-9" 9'-4" 110 _ B'-4' _ 7'-7' 8'-7" 9'-2' B'-0" 1 6'- 1 i" 8'-2" -B'-9' 6'-1 T-7p' 6'-8" 8'-0" 8'-5" W-f d4O T-8" V-5' 7'-10" F5'-1 W4O7""-5- 6'-: T-7^ s'-2' 7'-9" T-5' 7'-5" 5'-11" 7'-7 7'-5" 6' 180 4'-1 V 4'-9" 7'-1 1 200 1 6-2' 1 4'-2" 1 6`-4" 1 5'-3" 6'-11 4'-1 1 180 1 6'-6' 1 4'-B' 1 P.E. SCHEDULE #!3 MAXIMUM SHUTTER SPAN' "L+" R "L-" (ft.) INSTALLATIONS W SYMMETRIC CENTERMATES 2w, & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNTING 11 SHEET 7) FAAYJVW CONCRETE 'S.R Ci1C INSTALLATIONS ra'ssusF RArcia FLOOR/CaUNG 1IOUrIT1t G (y.>i.) OR (+ ait -) FLOOR ALLNOUNTiNC L i (R) L - (F4 35 15'-2' 16'-10° 40 14'-2" 45 13'-4- t4'-3" 50- 72'-3" 13'-T' 55 11'-1' 1 V-T i' 60 10'-2" 10'-17" 65 5'-5" 10'-1' 70 g'_9^ 9-4" 75 - 6'-9' INSIALLATION LEgEND CONCRETE & MANSORY WOOD WALL A. e, C, D, E, M; N, O. P, Q, MOUNTING F. K & L .R, S, & V. FLOOR/CEIUNG G, H, 1, 11, 1 T. U, W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN 'L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 't' HV CORNER CENTEP.MATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE 1,15, SHEET 5. tt FXCEPT THAT MAXItAUM S 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 B'-0" SPAN, SEE MOUNTING @ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 �" 0 HV BLADE G2017 TILTECO, INC. IL ECO 7N�. TILLIT TESTING & ENGINEERING COMPANY 6355 17.5'!. 3eh. St., Ste. 305, rxGS%U CAV) 5, FLOROA 33 Prime : (305)871-1530 . Fax : (305)871-1531 e-mm7: ntecoaca. am EB-000671S WALTER A TIUJT Jr. P.E. FU RIDA Ue. 7 44167 A.s.s.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING, 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/CFJUNG: GIVEN A POSITIVE A.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 MAXIMfUif SPAN FOR COMBINATIONS IN BETWEEN WALL mOUN'TINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: LI+- MAX SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR./CEILIf,1G MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE AS.D, DESIGN PRESSURE RATING: DETERMINE: L1-= MAX.. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAX1ldUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Li+", "L2+", "Li-" AND "Lz-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR )n High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. ,.. zu■■ow ■oriM Accordion Shutter System H.Y. BLADE #1 W/ OR W/() H.V. 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Fe-: (30.)871-1531 a-o 3. tRero+3ad.cem tpi w� EB-0TiLvT Jr. P.E. /nGTG' FLORIDA Lie. Q 44167 0 M.. MEN©an nmm®aan onn m®a r�am�mlan omanaan �Ql�a®aaa ��©ooaa vIIl�l3f�aalp FammENaao OaaENnoEca nmml<sanea acaNNlvaaa ��maaala v lonmaa �[N1Llmaaa a Mill aaao ©o�000 31Qaaaaa a€nENaaaa '7�7aQ®®a �!®>®aaaa ll9aanlaaa ca�n�oo 7[lL7'A Eaaaaa QeBee 0i: o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR -SPECIFICATIONS ON SHEET 13 *SEE LIMITATIONS OF USE FOR BLADE 1QAJ ON SHEET 14 HV BLADE OR n HV BLADE W/ & HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Nan Highy 02017 EASTERN Accordion MINEW Hurricane Zone SUPPLY, WC. (utter System KV. WINDOW RAM DRAWLING NO 4 1/-107 F a.&H ON PoLm CONCRETE/OD BLOCK POUM 001E1IFOE " SPAR EO WALL SILL MOUNTING Q CEILING MOUNTING QH FLOOR MOUNTING (TU t1, OZS;ON IF..6OTF. PR�IRE W18716 0. 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B1ApE A ON SHEET t9 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOW51 (A) TO EXISTING POURED CONCRETE (Min. f'c. = 3 k§7) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LLW. BUILDFX. (MIn. f c = 3 kSO)- - 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (Min. Ce = 3 &e1) - 1/4"0 BLUE TAP CONCRETE ANCHORS W!/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Pc = 2 ksi) - 1/460 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 AND FOR BLUE TAP W/ CAP ANCHORS IS I 1/2"_ A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED_ 1/410-20 S.S. MACHINE EXIST. AND i" MINIMUM FOR WALLS WITH NO STUCCO. SCREW USED SHALL BE i 1/2" LONG 141NtMUM SHOULD STUCCO A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS'OR ANY MEER HE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES Ai) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT- METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WfFH METAL STUDS SEE SHEET 20, (8) TO D35MG CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON.OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. 1/4'0 x 3/4- ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POtfdiS_SCREY, BOLT & SPECIALTY COMP,ANY 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIOA FASTENERS CIRECT. INC. 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER 'APPROVED LICENSED OR AUTHORIZEDVENDORREGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: B.1) MINLUUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP V!/ CAP ANCHORS AND TAPPER+ ANCHORS- IS 1 1 /4" AND TAPCON WITH ADVANCED THREADFORIA TECHNOLOGY ANCHORS IS 1". B:2) MINIMUM EMBEDMENT OF 1/+"6 x 3/4" ALL PONTS SDUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO S.'tALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINNAUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. - B_3) IN CASE THAT PRECAST STONE, 'PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOD, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID VYALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B2) ABOVE, FOR INSTALLATIONS ON 'AWL SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTAU EO .FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW! FOR EDGE DLSTANCF IF n 1 vFncuc mwnxin EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS MMMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE NDICATED, REDUCE ANCHCR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE THE BY FOLLOWING FACTORS, REDUCED SPACING OBTAINED USING FACTO SHALL NOT BE LESS THAN MINIMUM SPACING INDrATED FOR EACH ANCHOR TYPE. ACTUAL .FACTOR - EOGE DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORAI TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP / TAPPER + MIN. SPACING 3 3/4" -4- E.D. IdfN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING o 3" POURED CONCRETE & CONCRETE BLOCK E HDLK FOG: D C04DME CONCREI 601 Ep.=3 1/1" 1€TL E0.=2 f/2' POURED CONCRETE & CONCRETE BLOCK POURED CONCRETE & CONCRETE BLOCK P x'� O�Y�tE w4CREFt BLOCK L91 E0=3' MN EA=3 1 TEN F1.L=3" 1N. M a3 ve A9 L E0=21/2' 3' lA 0.90 1.0 0.78 1.0 0.64 1.0 2" - 0.81 1.0 - - 7E67 1,0 771 - _ - 0.51 - 1 3/4' - 0.91 _ - - - 0.43 - OM tvII A. r, a fi2017 TILTECO. INC. '1100v J' 6 • TILUT TESTING & ENGINEERING COMPANY ZE 'T 01{ `� 6355 N.W. 36Nt. St_ Ste. _O5. V16bN'A CNiO?15, FLFIap 331 Phone.: (305)871-1530 , fox : (305)871 -1531 a-maa: t•Reeo6"col.cmn ,. '^ .OajT 111 �17L t_ 'n 'ir i 1��.•."..��tyllt EE?-Op06719 9� l- 11 WULTER A. T1LLIT Jr. P.E.P.E. SFE�L/�AfdE /DATE FLORIDA Uc. A 4 f67 AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beech, FL 33407 GUUL (Non Nigh Velocity Hurricane © 2017 EASTERN METAL 5UPPLY..INC. Ezm mum" 057TM Accordion Shutter System N.V. E!ADE #1 W/ OR W/O H.V. 4W=W BADE 1 OLD 15-085 ' 7/27/1. D<.TE: 07/27/T7 z 3 DRAWLJING iN�o1 4 1/-107 (SEE MOUNT016s 1. J. K .4 T M cu POURED CONCRETE POURED CW CONCREE'BLOCK lux SPAN 1 WALK 019R & 11 TRENCH n0 QJ R4iNGUARD MOUNTING QK WALL/FLOOR MOUNTNG QWMI-/WAIX OVER MOUMWG, (11) 0. OESM NECAM PRESSU E RA IIG (p$ 6. OMM sure R4m� sn 11EA31 NFD47rr F1 BfiE RJ{191C (aa P765m1.e 9AMM ( d 30 140 160 175190 1120 160 205 30. 40 60 175 190 120 T60 2-m 30 40 60 75 90 120 164 205 30 40 60 75 90 120 160 205 u 12 10 9 e 8 6 6 12 12 12 12 1211.518Z 6,5 7 7 7 7 7 7 7 5.5 5 5 5- 5 3`-O` 14 12 f0 9 8 8 6 6 12 112 12 12. 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 LESS 14 12 70 9 8 e 6 6 12 12 12 12 OS 8 8 4 7 7 T 1 7 ; T 6S 5 5 5 5 14 12 TO 9 8 8 6 6 12 12 12 12 12 f0 7S 6 7 7 7 7 7 7 7 7 #f5 5 5 5 $ 14 12 10 9 8 8 6 6 12 -.12 12 12 15 8.5 I6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 4 i{ i2 f0 3 8 8 6 6 12 12 12 12 12 9S 7 5S 7 7 7 7. 7 7 7 7 5 5 5 5 74 12 10 9 8 0 6 6 I2 12 t2 95 8 5 4.5 35 7 7 7 7 7 7. 65 5 5 5 5 5 T4 12 TD 9 8 8 6 6. 12 12 12 12 10 7.5 SS L 7 7 7 7 7 7 7 5b 5 5 5 5 5 5 5 5 14 72 70 9 8 8 b 6 l2 ]2 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5.-0. 14 12 10 9 e 8 6 6 12 12 72 t2 10 7,5 5.5 4 7 7 7 7 7- 7 7 7 5. 5 5 5. 5 5 5 5 14 12 f0 9 8 8 6 6 12 12 9.5 7.5 6 4.5 35 - 7 "7 7 7 7 T 5 3S 5 5' S 5 5 5 5 4 14 72 10 9 8 8 6 6 i2 12 " 12 AS 8 6 45 - 7 �7 7 7 7 7 5S 4 5 5 5' S. 5 5 5 i 14 12 70 9 8 8 6 6 T2 12 L5 s7 75 SS 4 3 7 7 7 7 7- 4.5 33 - 5 5 5 5 5 4.5 3.5 - fi-0" 14 12 TO 9 8 I 8 1 6 6 12 12 12 10 8 6 4S 3.5 7 7 J 7 7 7 7 7 5 5 5 5 3 5 5 5 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 Z 7 7 '7 55 4 - 5- 5 5 5 5 5 4 3 44 12 10 9 8 B 6 6 12 12 f0 .8 6.5 5 .75 - 7 7 5 5 5 5 5 5 45 - /4 12 10 9 8 8 6 6 72 92 /0 8 6.5 5 35 - 7 7 7 7•-0` 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 5 5 5 5 5 5 5 5 14 12 10 9' 8 8 6 6 12 10 6.5 5 4:5 3 - - 7 7 7 7 BS 5 3 5 5 5 5 5 5 3.5 3 14 t2 10 9 8 8 6 S 72 12 85 7 5.5 - 4 - - 7 7 7 7 7 5 5 9 S 5 5 5 4 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - 5 5 5 5 45 35 - $.-0" 14 12 /0 9 8 8 6 -- 12' 12 OS 7S 8 4S 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 - 12 9 6 4.5 4. 3 - - 7 7 7 7 5.5 4 -5 5 5 5 5 4 3 14 12 TO '9 8 B 6 - 12 ii 1.5 6 5 .75 - - 7 7 - 7 7.5 6 4S - 5 5 5 5 5 4S - 14 12 10 9 6 8 - - 12 1.5 75 6 5 3.5 - - } 7 6S 5 4 - 5 5 5 5 4 3- 9. 14 12 10 9 e e - - 12 1Z 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 ib 12 10 9 8 8 - - M5 8 5 4 35 - - - 7 ; 7 6 5 3S - 5 5 5. 5 5 4 3 - 14 12 10 9 8 8 - - 12 10 6.5 5 Ts - - - 7 7 7 fi5 5,5 - 5 5 5 5 5 4 - 14. 12 10 9 8 B - - 12 MS 7 5.5 4:5 3.5 - - 7 7 5.5 4S 35 - 5 5 5 4.5 3.5 - - 10`-0" 14 12 10 9 8 0 - - 12 Ill 85 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 B - - 9.5 7 7 4.5 3.5 3 - - - 7 7 7 5.5 4.5 - 5 5 5 5 d.5 3.5 - 14 12 I O 9 8 8 - 12. 9 6 5 4 - - - 7 7 7 6 5 - 5 5 5 4.5 5 - - 14 t2 10 9 8 e - - t2 9.9 6 5 4 3 - - 7 7 5 4 3 - 5 5 5 4 3.5 - - 11,-0. 14 12 10 9. 8 8 - - 12 10 7 5S 4.5 3.5 -- - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 14 12 f0 j 8 8 - - $S 6S 4 35 3 - - - 7 7 6 5 4 5 5 5 5 4 3 - 14 12 f0 9 8 8 - - 11 8 5S A - SS 4.5 5 5 4.5 - - - 14 72 10 - 9 8 - - 1.5 8S 7 7 4.5 3S - - - - 5 5 4.5 3S 3 12,-0• T4 72 10 9 8 - - - 12 9:5 6:5 5 4 3 - - 7 7. 7 7 7 5 3 - 5 5 5 5 5 5 45 3.5, 14 12 W 4 8 - - - 8 6 4 3 - - - - 7 7 5.5 45 3.5 - - - 5 5 5 4.5 4 3 - 14 12 10 9 8 - - - 10 7S 5 4 5 5 5 5 4 - 14 12 10 9 8 --4S 35- - - 5 5 4.5 3S 3- 13`-0"14 12 10 9 8 - - - 1S 8.5' 6 4.5 T5-3 - - 7 7 7 7 7 4.5 - - 5 -5 55 5 5 45 35 14 12- 10 9 8 -- 7 5.5 3.5 3 -7 7 5 4 3 - - - 5 5 5 4 3 - 14 12 i0 9 8 - - - 9 7 4.5 -75 55 45 - - - 5 5 5 45 4 - - 14 12 10 '9 - - - - 10 7.5 5 4 3. - - - 7 6 4 3 - 5 5 4 3 74'-O" 10 9 -9 - - - - 05 8 5.5 '4 3.5 - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 14 12 70 - - - - BS 5 3 - - - - 7 7 9 3.5 - 5 5 5 4 14 12 1Q 9 - - -- - &5 &5 4 - - - _ 7 7 5 4 - - 5 5 5 4 - - 14 12 10 - - - 9 7 4.5 3.5 3 - - - 7 55 3S - - - 5 5 :3.5 3 - 75,-0. i4 12 10 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 35 - 5 5 %5 .5 5 5 4 3 14 12 10 - - - - 6 4.5 3 - - - - - 7 7 4.5 3 - 5 5 45 3.5 - 14 12 70 - - - - - 8 6 4 - - - - - 7 7 5 - 5 5 5 4 14 12 10 - - - - &5 6S 4 3S - - - - 7 5.5 35 - 5 5 35 - 18`-O" i4 f2 TO - - - - - 95 7 S.5 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4S 3S - 14 12 f0 - - - - - 6 4.5 3 - - - - 14 12 10 - - - - - 75 55 75 - - - - - I 7 _ PiJ y. _ 5 5 45 - E.•••x•••.:/a 02017 TILTECC. INC. v 7' \ i(j `i�l� l irlyq e TILLIT TESTING & ENGINEERING COMPANY �� : �i � .'a� �M 6355 FLW. 36th. St. Ste. 305, NRGL\A 04RCQ16. fLtFiOA 33 o •, a `.•. , ! Phwe : (305)871-1530 . Fax : (305)87t-1531 A.. AJAL .t0t"44ttltl e WAITER A. TUO Jr. P.E. P.E. §bz-71St�NA�1JRF/©ATE FLORIDA Le, 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECfFICATIDNS ON SHEET 13 0 VALID ONLY FOR UP To +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 17 a HV BLADE ONLY A.S.S.A. American Shutter Systems Assoctation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Hurricane Zone _02017 EASTERN METAL SUPPLY, INC. 1 "8% "V TM Accordion Shutter System H.V. BLADE #1 VI/ oft w/o H.V. WIMUN BLASE vw 10-05S 7/27/1! DATE: 07/27j17 3 DR4AW�ONG No < 12-1Q7 MAXIMUM S.D. MAX. DESIGN PRESSURE SHUTTER SPAN. RAiiNG to NEGATI s f) AND CORRESPONDING MAXIMUM ANCHOR SPAQ W (�) SCHEDULE FOR A A.SD nE�IrN PR SSURc pA�nNG AND A ORR SPOidDING M NTINE l�P�- (SEE MOUNTINGS ON SHEETS 16 & 17). - vFM (ft =PAN (N) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS W& X LM M8N fKW- FffiF_ EM M 30 40 60 75 9Q OS 30 40 60 75 50 ,OS SPRUCE. PINE FIR "NORTH W/ MIN. G=0.43 WALL MOUNTINGS CEILING MOUNT T M. N, O & R FLOOR MOUNTINGS W& X llk 0W IWrE W-1QR •O,F M IES91 MyC2 8a3QE'c FJln3 (ar) 30 4D 60 75 9O �05 3q 4D EO 75 I90 SPRUCE PINE FIR S071TFi W/ M1N. G-0.36 WALL MOUNTINGS CEILING MOUNT T M N, O & R FLOOR MOUNTINGS W& X f6L:N k'4J71'S rF�i4E Fk2S { R°S,Y RfSt� PE`S4Ff 19>fi'+, i/Z" MIN. COX PLYWOOD WALL MOUNTINGS P& 0 SP. TCWYc51Sf P:t�$.AF1;.L (�j SOUTHERN PINE No. 2 W/ MIN. G�0.55, DOUGLAS FIR W/ MIN. G=0.5D B.O. WALL MOUNTINGS S.& V T.�. titles? Out P.O:a' [Fi) SPRUCE PINE Rft NORTH W/ MIN. G=0.43 H.O. WALL MOUNTINGS S& V TE9ti 17iAb.E PF7Sc EVCf (">1 SPRUCE PINE FIR SOUTH lY MIN, G=0.36 B:O, MALL F,SOU1Yi7NGS S& V SY1'a' Nifl:F 14II9P2 FXtSG'Q) OR LES 12 70. 10 9 8 8 6 6 6 6 6 6 6 12 10 10 9 8 8 6 6" 6 6 o' 6 0' 6 6 6 6 6 b OS 6 .6 5 30 }2 12 12 40 7D 10 1q fi0 10 10 TO 75 9 9 9 90 $ 8 B 05 8 8 30 6 6 40oQ 6 6 6 6 75 6 6 90 6 6 o5 6 fi 30 6 6 4D 6 5 6D 4 4 75 4 4 90 4 4 OS 3 3 30 T2 12 40 t2 12 60. 12 12 75 i2 12 90 i2 12 05 12 12 30 72 72 40 lZ 12 60 72 12 75 72 12 90 i2 12 05 12 T2 30 12 72 40 f2 12 60 72 72 75 12 12 90 So 12 05 12 4'-0' 12 10 1D 9 8 8 6 6 6 6 6 72 12 l0 70 i0 M1O 9 9 8 B $ 8 "fi 6 5'-0" 72 TO 70 9 8 8 fi 6 6 6 6 5S 6'-0' 72 10 1D 9 8 6.5 6 6 6 6 5.5 4.5 12 IO .TQ 9 8 5 6 6 6 6 3.5 .5 5 5 < 4.5 3.5 72 12 12 12 12 10 70 }0 75 7 _ 10 t0 - - - _ 9 7 - - fi 3.5 - - - 7 3.5 - 6 6 6 6 6 .$ fi 6 5.5 5 4.5 6 6 4 3.5-9.5 - 6 6 - ---- 6 5 4 - S 4.5. 3.5 - - fi o" 6 -6 6 5 5 5 f4r) 4 4 4 - - 4 4 4 - - 4 3.5 - - - - 3 - - - _ - - 72 12 T2 12 12 2 2 12 12 12 12 12 12 12 l2 12 12 12 12 t2 12 72 72 11 17 12 72 12 12 10. 9S 9 ]2 12 12 T2 10 8.5 8 7.5 12 t2 72 72 8.5 8 7.5 fi 5 tZ 72 12 12 12 12 12 12 i2 12 72 12 12 12 12 12 T2 12 t2 12 12 t7 40 9.5 i2 t2 72 i2 9.5 85 8 7.5 S2 12 l2 -t] 8 7 6.5 6 12 12 0. 9S 7 6 55 ?.S 12 12 72 12 72 12 72 156.5 t2 12 l2 72 72 1.57.5 0.5 12 12 72 1S 7 12 t2 ,p.58.5 9 5 72 iq 7S 42 0. 85 7.5 0.5 T-D' 12 i2 10 10 10 5 7.5 6.5 4.5 4 3 6 6 6 6 6 6 .5 5 4.5 4 4 3.5 12 T2 ip 1p ib 70,6 9 5 3.5 3 - fi 6 9,-0' 9'-.D' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 to 9 4 10'-0" Ti'-D' t2 72 10 "1 10 7.5 5.5 4 - - - - - 6 6 5 4 3 - 12 10 6 3 - - 12'-0' 12 2 12 10 10 - - 4.5 - - - - - - - - - 6 6 - 6 - 6 - 6 6 6 55 - _ 4 - - _ _ - - _ _ - - - - - - - 72 12 12 12 10 10 75.5 - 3S - - - - - - - - - - - 6 6 g 5 5 is 4.5 3,5 _ _ - _ - _ iB _ - _ - - - _ 4 SEE UWAMNS OF USE FAR PW'E@-J�ORt-EEF 19 4 NOTES ON ANCHORS REQUIREMENTS: WOOD SURSTRATFS t. ANCHORS TO WAIL, FLOOR OR SOLID WOOD SOFFSf SHALL BE AS FOLLOWS: 1/4C TAFCON ANCHORS,. AS MANUFACTURED By 1.1.W. BUILDER- WEO / MINIMUM EM6MENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17, EXCEPTOU: SEE NOTE 2 "BELOW, 2. ANCHORS TO HOL.LON CEILING SHALL BE AS PER I30UNTIN'G TYPE U, SHEET 17 AND SHALL CO,y57ST'OF LAG SCREWS AS PER NOS 2015 SPECIFICAIIOPIS 3. SUBSTRATE SHAL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NO. 2 W/ G>G W (N.DS) -COUGLfS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.DS.) -SPRUCE PINE FIR.SOUTH W/ G=O,36 (N.D.S) -MIN, 1/2' COX PLWODD (1986 APA) 4. ANCHORS SHALE BE INSTALLED FOLLOWING ALL OF ]HE RECOLtMENDAT70NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. iR' stq'*� ,,.•;••u,,• ;if�lc @ 02017 TILIECO, INC. 7 �,t �• K TILLFT TESTING & Ei4GINEERING COMPANY flAA • •-�-t6 6355 N.W. 366 St, Ste. 306, VIROIMA GARDENS; FLOR:OA 33 Phone : (305)871-1530 • j,• -}V� ••.,.... i' . Fax.: (305)871-1531 a-mn7: t3leeoaoc Lwm �'i� it t •A. ��AL EB-6006719 WALTER TILLr Jr. P.E. A. ,,tN,'40t{ '.E.9SE%Cf. (�t4A9kIRF/nATF FLORIDA Lic. 0 44:67 FLORIDA AwSwS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Rion High Velocity Hurricane CQ 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System H:V. RAM #1 W/ OR W/o FLV, wt ZW a" •I vLu NJ-UOJ 7/z7/tl DOTE: 07/27/17 3 DRAWING No 17-1Q7 . S r��I�urlvvJ rUK 7 HY & HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL rWA>L FItJSH BE LIMITED TO 10 0 0. A,S. DESIGN PRESSURE RATING. SEE S EET 1 FORMAX SPAN & r-- /4"0 TAPCON DR ` 1- A.S.D.ASDDESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING -IN UNISON TAPCON WITH ADVANCED t THREADFORM TECHNOLOGY W/ 1 1/2 "Min. PENETRATION \ •� r if40 TAPCON OR + it + OF THREADED AREA TO TAPCON WITH ADVANCED THREADFORM TECHNOLOGY (tt EXISTING WOOD HEADER W/ 1 1f2" Min. PENETRATION OF THREADED AREA TO EXISTING (SEE SCHEDUL-c ON SHEET 75) --"'-" WOOD HEADER. (SEE SCHEDULE Oh' SHEET 15) li MN. SEPAWON t { /� 1 1 /4 0-20x3/4' S.S. MACHINE B TO C Q C (� 11 t OR I--IJ JI OR�6 @ t2' O.C. SCREWS W/ 1/4'-20 NUTS x----' 1 I ON S-W 19 FOR PHo 1 i a €:O LAS4. I 6W.%S 0 & � I ' ! i GLASS--[ v 2E I N \ r t,; ca i 5 'n € YrALL— -;Awl IMF ✓-C+PTiONA< .7 3 DUSTING MiN, I - � - . ' _ :�WAiL- 27x4" WOOD FINISH HEADER REQUIRE I I OR �X1ST ING MItL 1 i : ISTING `+ D 2"x4" WOOD EX SA33 SEPARATION I - HEADER REQUIRED : 4 GLASS- :. TO 1 ( S 1%4"3 TAPCON OR TAPCON WITH ADVANCED I-.— - i—THREAOFORM TECHNOLOGY W/ 1 1/2' �Ct ci'i4AE ON SHEET MIN, SEPARATION TO GLASS - kiln. PENETRATION OF THREADED AREA = TO 71 SHEET ET 79 1F A7JD EXISTING 3--- o ON DES( 79 FTXt pASS_,� (SEE SCHEDULE ON SHEET 11) I Tt (SEE C WOOD HEADER. 9 6{PD`S CL & i� I ,� r :� t ;\ (SEE SCHEDULE ON SHEET 15) 2"z4' CONT_ SILL ��� PiATE REQ'D. ®HY WALL HEADER IP(STALLATION 'ON V WALL HEADER INSTALLATION O�HY WALL SILL INSTALLATION r EXISTING tdM. SEPARATION TO GTA55' -�• MIN. SEPARATION 70 CLASS I' MIN. SEPARATION TO GLASS e 1 i . 1 7 EXISTING / (SEE SCHEDULE ON SHEET 111 2'o GOt E OV55-� T ) (SEE SCHEDULE ON SHEET ii) LYDOO FLATEF (SEE SCHEDULE ON SHEET GLASS_ REND I' � i '_.�.� �` ( i1Gt4.I � o t�-�1 1/4"0-2ox3/4" 1 j4"6-20x3/4' MACHINE SCR€.YS •��'+' WALL ! ,MACHINE SCREWS USING 1/4"-2D NUTS ((EiiS t/4--20 NUTS a 12� °..-{ ''e sa rFINISH ..� 1 A l I J -0oR18 1 OR® T— _ 1 OR 15 WOOD PLAT 5 REO'D_ t E C (-EQ EQ- /� 66n.. i 1 r CR iv 1' Min, ', t S• I \ , A _ Y 1/4-0 TAPCON OR TAPCON WITH ADVANCED ''-1/4"0 TAPCON OR TAPCON WITH ADVANCED '� � i e�2"x4` COhJT i-' \ THREADFORM TECHNOLOCif Wf 1 1/2" ` t - THREADFORM TECHNOLOG7' W 1 "' -.1� -i `- SILL PLATE r ? 1_ Min. PENEW-71ON OF THREADED AREA TO j ( _ / /2` — - i/40 TAPCON OR L. EXISTING, WOOD HEADER. I : Min. PENETRATION OF THREADED AREA INTO PL'fYJ000 �, \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR M'(CAL : REQ'D. ! j (SEE SCHEDULE ON SHEET 15) ~` (SEE SCHEDULE ON SHEET 15) i 2" FAIN, COX, �`., THREADFORM TECHNOLOGY SHUTTER PSSEFdBLY, ' t_._ WALL FltSEE I EXISHNG T.11N. 2"z4" / l STUDS 0 16. O.C. IAAX_ PLYWOOD REQ'D: ` W/ 7/2" Min- PENETRATION OF 2-jd0UNTING SECTIONS CAN BE: - ;'; lf2' k11P1. COX PLYWOOD REO'D. Y1ALL FINISH—� THREADED AREA INTO PLYY70OD CO'.101NED IN ANY WAY TO RTTAC PLYWOOD 70 DE '`EXfSi!NG MIN. 2'z4" STUDS Q; 16' Q.C. MAX. REQ•0. ATTACHED 70 STUDS IN (SEE °CHETUiE OtJ SHEET 15) sari AJ,tY tusraLAnoN. 'D WALL S1LL INSTALLATION PLYWOOD TO 8E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE FO.C. SECTION 2308 OF THE Q BY WALL SILL INSTALLATION o SEE uM ATtoNs OF use of ©HV WALL SILL INSTALLATION Fg G eLA E UON SHEET USE � p FLORIDA BUILDING CODE(Non High Velocity hurricane Zone 4 y, yd i % }r#lY - *2017 TILTECO. INC.- `",..••••._.. Ar� a C2017 EASTERN' METAL SUPPLY. INC_ /� BERTHA HVT.4 ■��5�/yI. Accordion Shutter System a A t e TILLIT TESTING ENGINEERING COMPANYSystems N'v R'DE #1 W/ OR W%0 N.V. NiNl�}q/ H,qpE American Shutter n N Associafion, Inc. °�'"PfON DATE DRAWi BY: L_C. m4crl SM5 N.1'J. 2&M- -4R. Si"- 305, MRC'N14 GdRffENS. FLCFgA 331 OLD 15-085 7/27/1 BATE 07/27/17 .. 4, +-��ppqq"J—�yyry'�•A Phone : (305)871-1530 • Fox : (305)871-1531 426$ Westroods Drive '+ •• `�........ 13d TA,,: aV { a -mob: tatece6001.cam 2 1;4 E6-0006719 West P01M Beach, FL 33407 3DRAWING No WALTER a, TIL1R Jc - P.E, 4 1 7� 1 0� /DATE FLORID& Lic. $ 4416-1 --WALL FINISH — —•- • • -- • — ' ""• �, • „•�•�• =.2"124 rrSLZIa UKt KAI INU S t 5 E7 19 FOR MAX _ SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A ".'ORKING IN UNISON 1/4'0 TAPCON OR { TAPCON WITHADVANCED 4"x8" (Min.) EXISTNG 1 �'—EQ_EQ 2" MIN. �'� r ( THRE'ADFORN, TECHNOLOGY WOOD DEMi REQUIRED, ,—EDGE IF APPLICABLE i W/ t 1/2' Min_ PENETRATION STRUCTURAL ADEQUACY - ( ) + t/4"0-20z3/4" S.S. OF EXISTING V - "--T- - -�------ OF THREADED AREA TO i00D BEAM EXISTING WOOD HEADER. 1" -t MACHINE SCPHILLIPS TRUSS REWS TO BE CERTIFIED BY ( (SEE SCHEDULE ON SHEET 15) I Win' Y! 1 4"- 0 NUTS REGISTERED ENGINEER OR 'fi } / / 2 ARCHITECT PRIOR EO . , EO ----- ~ EXIS I14G WOOD r-EQ O ® 12" O-C. SHUTTER iNSTAJ.ATI0.N. , '.c TRUSSES OR 19 i "" RP.FfER ® 24• i - r O.C. REQUIRED T - i ! ' 1 DR 15 1/4"0 TAPCON OR In, --� TAPCON WITH ADVANCED �. N 2 - r .257' rHREADFORM TECHNOLOGY yr / ;.. '$` 1 ; , `t I I Max. W/ 7 1/2 Min. PENETRATON EXISTING4"OFFIT 3/4" Max.lATHK. � OF THREADED AREA TO Q'frEO—I 'pit{x3/4" EQ EO �-.-OPTIONAL { EXISTING HOOD HEADER. �i � � S.MS. I 'i ,, 1'x4'x:j6" CONT. ALUM. 'N6E -� } (6G63-T6 ALLOY' W (SEE SCHEDULE ON SHEET 15) O O ® 6" O C 1 (3)5/16"0 LAG SCREWS TO { 1 or 73 or t5 i t or �3 or 15 EACH RAFTER OR TRUSS. I I. LOCATE LAG SCREWS AT IXISTING MIN 2"x4" t MIDWIDTH OF EXISTING WOOD GLASS MIN. HEADER REQ•O I I MEMBER. (2" Min, NOMINAL . SEPARATION TO GLASS OPEN ROLE AT FACH--� [J WIDTH) W/ 2" ldir $ (SEE SCHEDULE ON SHEET 17)EXISTING ; 1 �• 5/tSILO TO fi a LAG ACCEPT Nj -I ET OF PEN�� U FOR THREADED t I}Tf� AT CE14TER OF TUBE_ >k-{ INSrALJS10N5 WITH 72Psf (�5 HV WALL HEADER INSTALLATION MAX.AS.D. SPAN. HIS AN6 t'Y SpAPALON 1 i TO O cS- �: ' N EXISTING �, TO ��' �g t [� I cmi 9•=0" MAX. SPAN. THIS scrrxta.E ON sir „ MR ISADE -!TIRO � W� I _ .1 uasrAL aT1oN Is ONLY vaL+D Ott S.�E'[e 19 FOR 11 OR i'-iS'. 1; Eat E 01 FOR WOOD W/ MIN. SPECIFIC CN 5Fh1T 19 FOR GRAVTY OF 0.50 AS DOUGLAS t-SEE TONG 4 FOR iY SECTIOSS AN BE COMBOUITM ASS)?4BLY /-� I mo& 4" i 81Ar O&.( .t I OR &1 FIR OP. SOUTHERN PINE No. IN ANY WAY TO SUIT Alf INSTAL 0TXtS'PL`-D (. T iHV CEILING INSTALLATION . `'r OR EQUAL' E---- U HV CEILING INSTALLATION TO ASS (SEE ' 1 OR • MIN. SEPARATION TO GLASS TsatianEOr1(s 1I ® k MIN. ! 1 T (SEE SCHEDULE ON SHEET Ti) .� EXISTING 11 FOR e.A+E sal AND a SEPARATION 1 1 EXISTNG ! 7 GLASS`S: ` ON -%EEr Is FOR t 10 .GLASS 01A55 N i 1 •.` 11u^EsC a„ # I (SEE SCHEDULE 11 1 $ 1 i ION SHEET 11) I ) ALTER R I I I I t WALL— rr ANCHOR M FINISH/ LOCATIO3 8N � CXLmNG k' Nax"� ®+ VASHER HEAP TEY. GLASS 1 } a 2"z6" MIN. wool OR 2'x6" MIN. WOOD— SCREWS ® 12' 0, 1 DECK REQUIRED DECK REQUIRED (P70 (NO FINISH FINISH ALLOWED) ALLOWED) _ y S�— EDGE OF EDGE DECK- 1/2• t" OF -- i 7 iv I IF APPLICABLE _9-- •• -f;Q-- DECK IF - - - -- EDGE OF DECK 1/470-20x3/4" S.S, — APPLICABLE IF APPLICABLE 7 " . i 1/{"0 TAPCON OR Mi `PHILLIPS TRUSS HEAD ---2.. �_— f 2- x4" CON 1. \; TAPCON WITH ADVANCED MACHINE SCREWS — ---� rr ' ,�5111 PLATE \ THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 9 i 1/4".0 TAPCON OR TAPCOQ7 WITH ADVANCED P.:REV$. 1 W/ 1 1/2" Mir,. PENETRATION ® 12' O.C.1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM—I THREADFORM TECHNOLOGY AY/ t t/2" Min. t \` OF THREADED AREA TO TECHNOLOGY W/ 1 t/2" Min. FENETRATON OF THREADED Z" MIN. PENETRATION- OF THREADED t _ { EXISTING 19000 HEADER. AREA TO EXISTING WOOD .HEADER. (SEE SCHEDULE Of. SHEET 15) AREA TO EXISTING WOO] HEADER. (SEE t (SEE SCHEDULE ON SHEET 45) SCHEDULE ON SHEET 15) n HV WALK -OVER INSTALLATION SEE LRdIT OF USE FOR CV, HV WALL SILL INSTALLATION B SA &OF USE �; HY FLOOR INSTALLATION a , FLORIDA BUILDING CODE (Non High Velocity Hurricane tone •'t•�•" " D2017 TILTECO• INC, ©2017 EASTERN METAL SUPPLY, 111C. n /� BERTHA VTM fT:I:LVC O, Nam. Accordion Shutter System RV. BLADE #1 w/ OR W/U RV �yNp01/� BLADE d,8 American Shutter stems /t TILUT 'TESTING & ENGINEERING COMPANY Systems Lv. N DTscawrloN otTE PRAWN 6r. LC si+ ' 6355 NAV. 35m, St. Ste. 305, VIM= CARDUM RMM 33161 ASSOcIOtIOfl, Inc. 1 OLO 15-085 7/z7/T DATE D7/27/77 (30.5)871-.1530 . Fm : (b5)87i-1531 4268 Westroods Drive 2 —DRAWING No e-mml: tdteccOcoLcam r EB-000671' West PQim Beach, 'FL 33407 3 ' 7^ t 0% .- YlALTFR A_ TI[lLT lr, P.E. 4 P.E. SEALfSiGNATURE/DATE FLORIOA u`• S 44167 5 cuc' DOH sus: I150.�r M10 yy 1.. \ l AKLN050 G0.0 ,A.A1� \ j FENElRATIpQ 9iR! Fl[e_gf t 1 \ f 1/2' UR Wj MIN. 70 1/2j:ETMTrolt EYJSrtN6 OLASS--` f" Kywo�o Co w 0M. To s.AuteAu l ro a.\s � `1 jz• rnx, cos n O 5,313x4E CN _I'¢II rL: AOOn. 11 FOR lx NQ W S: rrsr 19 Im 6Antsot< S� ^ I/z^ M"L _ \-Ytwzv AMS. ty5. CS-07 3: �a END CONNECTION DFT I ::J END CONNECTION DETAIL 'Dy END CONNECTION., DETAIL Q- arsnnc 1 j4•e rA-ccv Arc ITI S o of J3�5_ be O15D.0 pTr L-fRZ. O 12' D.C. 1 COR L RnZH 2s4' UN. %' MIDS REOb. - END CONNECTION DETAIL 1 21• 1£t 1/2^ 2•x4- Mm .1 END CONNECTION DETAIL PLAN ETA L 84• i"" •4+`•••'.,�l� m 1 •• CM17 nLTECO, ANC. jVjtt� _•, IL ECO �Wc:, 9 •�A�- TILLIT TESTING k ENGINEERING COMPANY Wj, e• x( ,' 6355 N.W. 36th. SL, Ste. 305• "GW GAF034S, F1f-,-OA 33 ���;�-� a 4n i�IVf• s Phone : (305)871-1530 . Fox : (3a5)871-i531 -ot�l cfJ� A'y.. � �' y e-mc8: t➢teco®ooi.com 00671 9.. WALTER A v.E. P.E. SEAL Pstr ATI IRF/DAw FLOFJDA Uc• 9 441U7 ps ., 111I VIEW Y -USE I^ UR 2' fUx. (CUM U tl ) M (EC6}T5 •,�^Yj.Ai ItLX3d"T Intl At I^ 0.G &IFRR � flir l SEE DUAL x FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads tgrtve West Palm Beach, FL 33407 Tx4^ ?JIR PA60 SNOB. (AS lv nxAH go _END CONNEGTION DETAIL • REAUF.ED ONLY iW VMS CRFATE3 T _' ♦ SEE UMfTATIONS OF USE FOR BLADE I A ON SHEET 19 UUUL (Non High Velocity Hurricane Zon, 02017 EASTERN. METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System Kv afia #1 w/ . W/o KV Wry a.AOE AWING No 17-107 r-rlVb""@-'�12aa! 1 To � t� I T CoR25` z f z I E yo � 'i �s a 3•�+ "s 4N FOR REQUIREMENTS) r�^,� & 9oTrou IN —.7 2' aR7 4' oR � + 7�) — EXISTING GLASS ELEVATION --.---_�_____c T 111-Bi TYP. SYMMETRICAL CENTERMATES 21 .�2 W/ 24 OR AND W/O &; (SEE NOTE 4 ABOVE) PLAN MAN. SEPARaNcN TO GLASS SEE SCHEDULE ON SHEET 11 FOR BIADE01 — AND ON THIS `HEFT FOR BLADES T & 0 50ENS,.�ec •N `-,r,,'" `✓2D17 TILTECO. INC. VT Jn iL ECO,Nc. TILLIT TESTING & ENGINEERING COMPANY iialtl 4`4d s 6355 N.W. 3Eth. SE.. 5t, 305, -4Ro A GARDENS. RCROA 33 o ,+ pyq •.•• .• tti .' 1 Phane (305)a7t-153O -Fax (,O5)871-1631 V "TONAL1p� iiltl�a9a.eam GALTER A TILL(r Jr. P.E. -('NA ITLIPF /f1diF FLORIDA Uc. 2 44167 P.E. SEAL/Sl(;NA 1. MAY. A.S.O. DESIGN PRESSURE RATING: 110 P-%f. 2. MAX. SHUTTER. SPAN: 96" 3. ALLOWED MOUNTINGS: & 0. G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0, T. U/�&�_W®ON SHEETS 166 & 177.. ^} 4. ONLY ® ARRANGED .IY A�51MMlE,RICALBOR OFPOSiNGRtAYO)ARE Ur Try CASEOFWITH O pO51NG LAYOUT,MUST BE INCLUDED ONLY AT QUIEMOR ACCESS SIDE OF CENIERMA S. (A) HV WfNDOW BLADE 9 SHALL, ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"P HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEEF 4. (B) MIN- CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3"0 HOLE FOR. it SHALL BE 12". (C) FIRST OR L$aT BLADE CCMING OUT FROM STARTERS AT ENDS MAY BE HV WINow .BLADE 1 (0) NV WINDOW BLADE'to MUST BE USED ALTERNATE TO A SOLID HV EOADE 1O THROUGHOUT SHUTTER'S Y,1DT,1. (E) RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W SLACEEQ AT EITHER SIDE OF THEM. (F) POLYCARSONATE HV WINDOW ® SHALL BE INSTALLED SO TABS FACE THE WrMOR OF THE OPENING BEING PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED By ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR WSTAUATIONSINTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABQVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). S. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASOA E-1996. WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" 35= \ / Smn"..r uur7 i 27 AoS.S.A. American Shutter Systems Association, Inc, 4268 Westroods Drive West PDIm Beach, FL 33407 Non_ High Vefocity Hurricane 02017 EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. MADE #1 W/ OR W/O H.V. MIDON 13ADE AWING No 17-107 V MinS-x 1 T/2'x 6M G THICK VARIES Min. C-6! A-653 GRADE 44 I Win• !din. G-60 STEEL 2" Max. METAL STUDS AT Ar 1s- ac. a 11 ola" L !1734"xNLG' 1STE OA3S THICK 1EnJ 43e / d- C CONT GG.V. GRAD TRACK ..ftiG-69 ; p 6" O.C- ©6' O.C. GALVA-653 GRADE 40 Va. G-50 I GAiVPD12ED FASTENED 70 STUDS ; i W/ (2) #8x1/2' TEK .SCREWS ON I 1EXt5TING FINISH INTERIOR & EXTERIOR FACE -AS APPLICASLE EXI5MG GLASS —I MIN. SEPARATION TO GLASS -_(SEE SCHEDULE) 1 1 I i 1 3/4"x 6 1/4'. 0.035' THICK fx v i EXfST1NG FINE CONL MV. STEEL TRACK CUANNFI, 1 AS APPLICA61 ASDA A-6S: GRADE 40 Erm. G-60 i t FPLVANRED FASIERIED lb SUDS 1 7INROR0& 1S/EXiF.RaR F�ACE t 43c ; 43a 1 to 6- G.G. a s D 6'x t 1/2N 0.035` THICK Min- ASTM A.-653 GRADE 40 Min. G-80 GA -IV. STEEL METAL SUDS AT 16" O.C. L7 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA(1) HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS I. MAX. A.S-D, DESIGN PRESSURE RATING: +75. — 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING. MS ON THIS SHEET- 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A Sy METRICAL LAYOUT. USE Or (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT-XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE (a APPLICATION WITH BLADE D MS WALL HEADER/SILL INSTALLATION __— - - - - - i--- EXISTING GLASS _ +- = 43a. 43b 43c SYMMETRYCAL '_'; ; i:. = -; .• SYMMETRYCAL } - . - i i• . I CENTERMATESCENTERMATES W/ - 1 1 1 -------- ----- -------- — -- EXTERIOR ACCESS SIDE ; .. i _. , (.:.INTERIOR ACCESS SIDE . D mP) ------------------------- IN — 35 (s" Min.) _---------- ---------- r, = _ _ ----- ------------- 1 I 21 --= 1 21 21 T 12 3 1/e" '35 (6" Min.) (TYP-)-j 24 (Cont.) 6 1/2" RYA HVB BLADE SLACK DETAIL HVF HVC a —r qq y/ 1l'ti'� � Pq. Ta}-` k'2017 TILTECO, INC_ N �� }` •b .+'t'V`. °•o ••••• ..... P.E. Srli� s ?ATti)2F%DATE TIUUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St, S-te. W% VIRGWA GARDENS, FLORd1A 331E i Phan: (305)871-1530 . Fax : (3D5)871-1531 e-mci1; Ntewaao6um '•`•6�1i; EB-06719' 00 WALTER A. TILUT Jr. P.E. FLDROA tic. # 44167 2.000' Max. !-- �Q�Q J4-0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1998 SEPARATION TO GLASS 1 THRU. a 1" 4 4" hyQ5TING FINISH AS APPLICAELE ((T-TYPP. TTOOP- & B/6TTOL1)) 14N. SEPARATION VARiE TO GLASS 2` (SEE SCHEDULE) Mak- IN 6 1/2 MAY. SLACK A.s.s.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 — Max, 43c LENGTH + 1' 43 .144"0-20X3" BOLT MUST PENETRATE 3c 1" 1.373- 1 s 1 .250' F- 050- L� `1/4'0-20 THREADS 43c 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"- T" I 1 3/4'. 6 1/4"x 0,035' THICK 1 Min. CONT- GALV. STEEL TRACK CHANNEL, / ASTM A-653 GRADE 40 Min. G-60 ,* d GALVAN;ZEQ FASTENED TO STUDS W/ (2) #e0/2" TEK SCREWS ON INlEP.IOR & EXTERIOR FACE I LOCATED AT 12 H,( HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK CODE (Non High Velocity HUrricCne Zorn ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. 1MNIM BLADE AWING No 17-107