Loading...
HomeMy WebLinkAboutConstruction Plans; Accordion ShuttersGENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PIED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE FTTH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORD" SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1,320 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION) WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATEDON•SHEETS-II THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDTDON, 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 % INCREASE IN ALLOWABLE STRESS FOR :RIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION CIF FASTERS IN WOOD. BERTHA H.V_ ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS; -HV BLADE Q J0214.01-03, #0715.01-03, 11004.01-05, #'1214D1-05, a0317.02-06. i#0609.01-70 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-IB86 AND E-1996 STANDARDS (MISSILE LEVEL 0, WEND ZONES 1, 2 & 3).& #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSHE -HV WINDOW BLADE (0 40505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AM # 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE 1&AND HV YJddDOW BLADE ARE ENGINEERED TO WORK. IN UNISON LWTH EACH .OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF US. INDICATED ON SHEET 19 3. BERTHA H.'✓. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #1.4x275- AND y414x7.75" RESPECTIVELY, 410-HT MLYIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ks! YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA M✓ DACROSHIELD COATING SYSTEM AS MANUFACTURED h'4 APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. All ALUMINUM ALLOY. Y. EXTRUSIONS BE ALUlANUM ASSOCIATION ALLOY AND TEMPER AS INDICATED -ToON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 wi FOR 60 5. A.I. SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN- TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILO NG CODE SECTION 2411.33.4. 6. BOLTS TO BE ASTM A-307 CALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR APICHOR SPECIFICATIONS: HV BLADE (D _ 12.13,14,15 AND 20 HV BLADE 1D & OR WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT ('6779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT a5'458,179 ISSUED TO EAS{EP,N METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THP.0 FASTENING IN CONTINUOUS COWACT WITH THE BUILDING TO PREVENT FIND/RNN INTRUSION_ 10. EACH UNIT MUST BEAR PERMA,NFAT IA13EL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIO CE,NTERIs{ATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. DS OF HURRICANE WARNINGS HOME OWNER. 7ENAFJi; OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING COOP. 12. PERMIT BERTHA H.V. ACCLIED TO. 'Ui TER SYSTEhPS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (c) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PP,O.IE CT; i.e. WHERE THE SITE CONDITIONS DEVIATE FRCh{ THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAPM OF THIS PRODUCT, BASED ON THIS p,E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SfTE IS THE CONTRACTOR'S- RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED IMJALID IF ALTERED 13Y ANY MEANS. CO Sf7E SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.C.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 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, a �`..........-rf -- 62017 TiLTECO, INC. r IL ECO R31,. 6j;) k TILLIT TESTING & ENGINEERING COMPANY ii 36th. SL, 5t- 305. YIMMA WIDENS. FLORaA 33 ,F{' • •, . pF,}�_' (305)E71-1530 . Fax : (j05)871 -1 S3t [! s` 11 a-ma.1: 6HeeaQe<:.eam _i A ��.1F^••,••�i4�y a1f1 EB-rAC6719 pp//����V �M A�.a wRL.TER A 'ILLR :r_ P.E. P.E. �E &'SSt�t7 �AtURE/DATI• FLORIDA Li<. f 44167 TABLE OF CONTENTS GENERAL NOTES SHEi:T 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 4T1F (7 AND HV WINDOW BLADE rAj (ARE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERNATE DETAILS KV 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 (1-) ON Y INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 In Nigh Velocity Hurricane 2077 EASTERN METAL SUPPLY, INC. 771" ■ "" WN r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V WlI`Wff BLADE I OLD 15-ass 7/27/T DATE: O7/27/17 s DRAWING No 4 _ 17-107 =RED UNDER US PATENT r# 54581 i HV WINDOW BLADE OF USE OF BLADE ON SHEET 12 -T6 ALLOY AN MPER ��HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE (1 6063-T6 ALLOY AND TEMPER 11' HV CEILING HEADER 0 A IF IED FOR USE W/ Hv BLADEC:ONLY, SEE SECTIONS FOR VAUDIiY- 6063-T6 ALLOY AND TEMPER i 1 -Te d!`L 6CPL Y MN t 6 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE v 6063-T6 ALLOY AND TEMPER g8f6+ b a 6454' 01 S 0A) v i' I I 4.365' '- { 999' Y UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 6005-T5 ALLOY AND TEMPER 3.226' .065' (TYP-)L r n: 4.897' i.,7) HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER 0 HV HEADER/SILL FOR USE W/ HV GLAD 163-TS ALLO4 AND TEW ALUMINUM ANGLES QUALIFIED FOR USE %V 7 HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 4 HV DIRECT MOUNT QUALIFIED FOR USE BLADE,( ) 6063-T6 ALLOY ANO TEMS,( 8)HV WALK —OVER TRACK QUALIFIED FOR USE WJ W BLADE !Ti 6063-T6 ALLOY AIYD TEMPER 3 HD CEILING HEADER/SIB QUALIFIED FOR USE W/ HV BLADE( SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER ^O!dPONENT h Ei T7 T7 fD I 2' I i S" MAX.! 1f8" 1/8" i 48/ ! 2" 5' MAX.? 0.192" 0.192" 1 i I 2.5" t 7' MAX. � 0.150" ? 0. LBO" I ; 15� 2" 45" VAX-;2 0.139' ;0.737' ANY iTastr� C2017 TILTECO, MO. /11L ECO NNc. TILUT TESTING do ENGINEERING. COMPANY 6355 N.W. MtIL SL, Sta 305, VMGI.UA GMM FLp ,,, 33 Pro : (3o5)871-1530 . F� : (3051871-7531 -mad: elt.0000d..' a E'e-0005719 WALTER A TRUT Jr. P.E. FlAWDA Lic 1 44167 1.491' 7.200' �I �e�9� bra 1_H_V 90'/18Q' STARTER QUALIFIED FOR USE 'N/ HV BLADE U 6063-T6 ALLOY AND TEMPER ( ,,HV TRENCH TRACK 'l QUALIFIED FOR USE W/ HV BLADE .(11,, ONLY. 6063-T6 ALLOY AND TEMPER �f 4 HD WALL HEAD R/SILL QUALIFIED FOR USE W/ HV BLADE-�1.1' ONLY. 6063-T6 ALLOY AND TEMPER y 1 X Y t s-; 2' 2' O.T25" 3" 3" jC.090" X -404 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER A.s.s.A. American Shutter Systems Association, Inc. 4268 We5troads Drive West Palm Beach, FL 33407 (10 NV RAINGUARD `QUALIFIED FOR USE W/ HV BLADE i:' 6063-T6 ALLOY A D TEMPER CODE (Non High Velocity Hurricane @ 2017 EASTERN METAL SUPP.LY, INC. r�ffm■■NP& f7WTM Accordion Shutter System H.V. RME #1 W/ OR W10 KV. WIMM MME ,AWING No 17-107 M fi HV CENTERMATE FOR USE W/ HV BLAD 6063-T6 ALLOY AN0-7£MPEI i a�,.o• I m i z.vsa- I Qg� i I a 1; s, ONLY '22) HV FLOATING CF E - T -� QUALT�JEO FOR USE VJ/ HV BLADE 71& � : OidLY 6063-T6 ALLOY AND TEMPER 23; HV CORNER CENTERMATE QUALIFIED FOR USE WJ HV BLADE(TiONLY 6063-T6 ALLOY AND TEMPER 1/i'-20 -Vz CAST `\ THREADED HOUSaY.. INEDEI 1/4"-20- BAKED PAINTED THREA001 r�lE SST HOUSfAy EWMEL °offjHo*,PWI:D PAWED -EGR ESS lU iwob- BXASs CAOR Rdt - CY TPMZR & KEYS (CHROME (CHRMAE ?LA1'e0) HV lOCK ITV" EGRES.+tti;K QUAD _ -ER-(i5c-'f'7� tides FOR USE WJ HV BLADE i & � ONLY. BLADE Vi & .. OtdLY. PVN `• FRONT ELEVA.TiON r "T" `� n » HV MALE T LOCK CENTERMATE --i A t; i 4" i.b22'+ 27) LOCKER FOR LOCK CENTERMATE QUALIFIED FOR USE W/ Hv BLADE ONLY � ALLOY '- HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK QUALIFIED FOR USE 'N/ HV BLADE(I)ONLY o063-T6 AND TEMPER 6003-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEl1:ONLY 6063-TS ALLOY AND TEMPERI QUALIFIED FOR, USE W/HV @LADE-Cl, ONLY. 31; v' IFIED FOR USE WJ V BLA 6063-T6 ALLOY AA TEMPER 1/4 0-20 ACETAL THL (SEE OETAJI t �-: �— L};s• 1 LOCKING ROD ,!ns QUALIFIED FOR USE W/ HV BLADE 7 /� 6063-T6 ALLOY AND TEFI.PER LS INSTALLATION WILL REQUIRE A i6" BOLE D IL_ AT TRACKS FOR P EM6FOMFNT JFXO FOR USE W/ 6063-T6 ALLOY AND P.E_ tsA-2 & (}A) �H % DCENTERMATE'S INSFpTINI QUALIFIED FOR USE W! HV BLADE(& :Iq. 6063-T6 ALLOY !ND TEMPER —t /4'0 37i HV 1/4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUAUFlED FOR USE VI/ HV BLADE `?) S'2017 TILTECO. INC. V� m j TILUT TESTING & ENGINEERING COMPANY • 6355 ruv. 3s;h. sc, sre: _�051 hRoM GARDENS. rEOFssA 337 Phone : (375)H71-7530 . Foa : (305)87t-7537 e-mml: bltec0000l=m 15t1 E9-QOOb719 tte WATER A. TLLUT .;,. P.E. }ndl-- RORMA Lie. 1 44167 — PLASTIC HEAD a# -� .518 L'OLDED To--, ml m SCREV,' QI i nE 81 25�• <; AFTER RNEl1N 3 n OEFORE RIVEHNO 1/4 �-20 x 3/4a S.S THUMRSCRR J470-20 RIVNUTx70-20 RIVNUT* SERIES 9444 ALUTdYUM (2024-13 ANY) LARGE FLANGE Ti1Iti SHEET r`n $L'RT. PRAT # 0820' AS 4ANUFACTUP.ED & ANGEL CHERRY TEXTORN• PAtYaIPPENY. NEN JERSEY 07054 OR EQUAL. 0 HV ALTERNATIVE LOCK' OCK j QUALIFIED FOR USE W/ HV J BLADE( ONLY. M (7 N' 0.679" Ldln. ILO n m) 1 .125 �L1o:c. UI O O DR KEY CYL h�,DER 34 HD LOCK EY REGEh4 HARD"IARE MORTISE LOCKS SERLEs 2333 HOOK SOLT LOCK. QUALIFIED FOP, USE W/ HV BLADE 1 j& 1A-; FLORiDA BUfLD(NC CODE (Non High Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. An S■ S■A American Shutter Systems Association, Inc. 4268 Westroods Drive West Pdlm Beach, FL 33407 Accordion Shutter System - RV. BLADE #i W/ DR W/o H.V. VWNM aADE 4 DOTE WNING Flo 1 %--107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV ADE 1 ® DE 1A NG RECESSED NYLON. BUSHING 39 ORT RECESSED NYLON BUSHING LON HAT WASHER EEL CARRIAGE AiSi 302-303 SERIES WIMPACRESISTANT 3/18" THICK NYLON WHEEL. AISI 302 SERIES S.S. RIVETS ®� /4" ACCORDION PIN W/ #8 HEAD D' /4" ACCORDION PIN W/ B8 HEAD 'kRBONATE IMPACT RESISTANT HV WINDOW Q1 EXTER101 1�OR 1@ ® or (SEE NOTE FOF REQUIREMENTS; (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR HV l�f BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN ® WAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.s24- BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. TYP. ' p (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 10 N-T-S. WHEEL CARRIAGE DETAIL N.T.S. P.E. ASSEMBLY LAYOUT N.I �. CW617 TLLTECO, INC. IL ECO t��. TILUT TESTING k ENGINEERING COMPANY 6355 N.W. 36tR St, 9e. SS. WRMW WDENS, FLORS.4 33 PI=m : (305)571-1530 . Fax ; (335)871-tS3t e-moa: Giteea®oelcom EB-OW6719 VAALTER A TILLIT Jr. P.E. FLORIDA +LIM # 44167 BLADE'S KNUCKLE (TYP) 2 7/8" L64 CLEAR SEPARATION BET r7EEN BLADE OPENINGS RIOR TO BIAOE iU'P .0625" E E I t .1875' 'HV WINDow BV+GE F� iEat>4 5 t .0625' .OE25" .s x x- -cr25" + 5 ON Cl 2 1/4" 'LEAR 7WEEN i C .J500' 'X1FS.inR Ft Flryrnv TYPICAL HV WINDOW BLADE it`d AND POLYCARBONATE HV WINDOW DETAIL * 1'-Q YCARBONATE IMPACT RESISTANT HV WNDOW I BAYER MAKROLON 3103 POLYCARBONATE 12" wN. ciEARA,IrCE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE StT�td INNOVATIVE PLASTIC LEXAN 103 RESIN f (SEE NOTE 'F" ON SHEET 19). CARBNATE SOURCES FOR AE Ana SACz1. 9_-CSO :9 00799J0 12,[ i,4t0 L o7 ]e.cn s. p, s.c^o < aw RNryC5 CT5S IS 17 RX� CENSAY IJJG GS- .^POLY A SS3F ISSN Ve A nF -i•TFFE1.1A1v5'5�E G rTvE3i1.M'rt,Jt{1 t.EE RFF, 3zv SfFPs EEM 8 61 FLORIDA BUILDING CODE (Ron High Velocity Hurricane 02017 E/15ERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ".. " tea r a " Accordion Shutter System H.V. BUDS #1 W/ OR W/O KV. WNW BLADE AWING No 17-107 SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TrP. FULL HEIGHT. os Lf 4o=�+;Jox(�cx:�+�Im +j71 +' 7wf6)' 7?' 1& 15{=-111:3;1108 r,8l+C7 a: TYPICAL LTj HV BLADE SHUTTER ELEVATION N.T.S. Y 25 11C OF CORNER CENTER -MATE 02017 TILTECO. INC. #NOTES ON HV LOCKS AND CENTERMATES 1. McNDATORY N it- ONE HV LOCK`' or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR ,ppw 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION.. HV LOCK or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ✓ OR p CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S_ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. - IF DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV tOCKS p� OR `6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES t, OR 0 SHALL. BE AS INDICATED ON NOTE (1) ABOVt LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. #2.15 USED Wnwo HV -LQQa ; LOCKIL•!G RODS - ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 3J5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED All STACKING POSITION (NON HURRICANE POSITION). 4, AIAN49TORY CONDITION l?- ONE HV LOCK 15 or @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND lNSTALLA710NS AT ANY ELEVATION. HV LACK or$ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. MS. TWO LOCKING RODS CS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMLIM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. FIRST ALTRAIATF Tn UAamATnd miv n., n..,.. ,....... ,, .... __ .., E7 .., , 3r.uv Polu INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2GX3/4' S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM. RIVNIT AS SHOWN ON SECTION NVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION 13OR KEYSTONE MINTING INST ILATIONc ONE HV LOOK or f!' or .6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 CF SHUTTER SPAN FOR SPANS UP TO 96 AND FOR INSTALLATIONS A7 ANY ELEVATION HV LOCK @ or @ or �8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @.: or QL SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL- SHUTTER ELEVATION. USE OF LOCKING RODS .`is OR @1 TOP AND BOTTOM IS COMPLETELY MANDATORY. yJ/ 1-9 *NOTES ON HV !I- LOCKS AND CENTERMATES.• 1. SECON_N,6TE TO MANDATORY C-ON(SITION €i VN ID ONLY FD.� FJV i rlry ".EY u ry .F ONE ALTERNATE HV "T' LUCK MAY BE INSTALLED {N DEU OF HV LOCKS4 OR FOR At4Y SPAN AND 1 STAL(ATION AT ANY ELEVATION. ALT�RNATE LOCK NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ®INCLUDES USING REINFORCING LOCKER7 ; A5 SHO7'!N ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TC CENTERMATES �8 AND : W/ 7/4'4-20 x 1 1/2" LONG 5.5. THREADED BOLT W/ 7/8'0 x 3/3Y' Y!lNGNtr CR W/ 1/4'0-20x1° S.S.M.S. INTO A 1/4'0x 5/8" RtVNUT LOCK MAY BE INSTALLED AT bl!DSPAN OR 12" MAXIMUM ABOLc AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Q' TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS SE CENTERMATES: 7. HD_.i_ �" HO OFNTFCUATrc i11 Oa ��9 wf : } ONE ALTERNATE LT HD LOCKi� MAYBE USED IN LIEU OF HV LOCKS 1�24- OR �S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 54` MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HC -LOCK li4 70 i IS IV/ 3'9 z 3/8' F.H. S.S.M.S.. AyD INCLUDES Rr'7NFORCEMEPr INSERT � S AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC, SHEET TO. LOCK MAY BE INSFAL! ED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS !35 IS COMPLETELY OPTIONAL tL E C O �Iz. TILLTT TESTING & ENGINEERING COMPANY 63Y N.W. !6N. SL. " . 305, VRGIWA f1FfY_iJS. FL0.4L`A A Phone ; (305)871-1530 . Fox: (305)871-1531 e-mall: 61teeoBaot.eoo, EE-0006719 WALTER A. TILUT Jr. P.E FLORIDA Oo. f 44167 A.s.s.A. American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beech, FL 33407 cC2017 EASTERN METAL SUPPLY, INC. Lao w ]I ■ g s ps " r TM Accordion Shutter System H.Y. a-M E #1 Wf OR W/0 H.V. MWN BLADE 15-085 AWING No { 17-107 CONCRETE ANCHORS (SEE. SCHEDULE ON SHEET 13) MT5tE !II ,A HV WALL HEADER INSTALLATION EXISTING GI.A55—�iiea ss,�4Ara1 TO C.ISS au i I 1 � 2 5 i E D.* v r-`--CONCRETr_ ANCHORS PCURED CONCRETE �.I (SEE SCHEDULE ON S EEr 13) OR CONCPt_1E 9LOCK VIAL' REQUIRED ; pi HV WALL SILL INSTALLATION PCURED CONCRETE - OR CONCRETE BLOCK WALL REQUIRED NOTE FOR CCM91P1ATJCFi OE S C-a' I- SEE SHEET 4 FOR TYPICAL SHUTTER s E. D, = EDGE DISTAIICE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFCATIONS GN-SHEET 13) IN ANY WAY TO SUIT A%Y INSTALLATION. P.E. POURED CONCRETE - REQUIRED \ 1 l _ 7f2 Max i I E.D. j+ 1 OR 1�� -CONCRETE ANCHCRS (SEE SCHEDULE ON SHEET 13) 7 7 n . SA 7sroxE i 'µT'nNc ® On sHFEr 2) 1' �'A1in. 1/4'0-2ax3/4" S.S. -EO-N--EQ- MACHINE SCREWS USING 1 J4'-2p NUTS �. © 12* CC_ I fIY �'4':ll I -A OR 11 ri1 OPTIONAL MIN. SEPARATION TO GliSS I (SEE SCHEDULE CN SHEEr It) EXISTING GLASS f POURD CONCRETE OR CONCRETE BLOCK REQUIRED 1/2 CONCRETE ANCHORS (SEE SCHEDULE CN SHEET 13) Max. r :v j \ " 1 ''-OPTIONAL i 'C HV WALL HEADER INSTALLATION + KEYSTONE )� MIN_ SEPARATION TD GLASS. ~(SEE SCHEDULE ON SHEET 11 EXISTING ' EXISTING MIN. SEPARATION TO GLASS GLASS--7—(SEE SCHEDUL ON SHEET 1 1/4'0-20x3/4- S.S. MACHINE SCREIVS VI/ 1 /e-20 NUTS 0 12' D.C. T' -,q) HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS . I ! EXISTING (SEE SCHEDULE ON SHEET 1 ED ' a OPTIOtYJ 1 � ' i ,-1 !4" Max. I t r 1 EC' I 11 1/2 Oa ( v . r__ t EE i'A-2Cx3Ji' S.S. EQ� PHa/4J.]PS 1T2U55 HEAD \ t MACHINE SCREWS USING - . L7 1 1/4'-20 NUTS 0 12' ea �>�—�, Min. `` r ! 0NCRESE ANCHORS (SEE SCHEDULE ON SHEET 14) HV WALL SILL INSTALLATION SEE LIMITAT.CNS OF USE FOR GLACE , A- ON SHEET 19 J w W017 TILTECO. INC. 5 e TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 56-,h. 34. Ste. Z05N vax1i'm mmaO , fwhrrA 3, Paane : (305)871-153D - Fax : (305)871-1531 a -mail: 118e-Cccg,c , Ea-000"9 WALTER A. TILUT Jr. P.E. x lnn rr FLORIDA U7 § 44167 OPTIONAL CONCRETE ANCHORS (SE-_ SCHEDULE ON SHEET 13) Max. 4- -; Min. 1/40-20x3/4' S.S. PHILLIPS —TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS R+ 12' O_C. (DHV WALL SILL INSTALLATION INSTALLATION DETAILS W/ _ ) HV BLADE A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurriccne 92017 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.Y. MADE #1 W/ OR W/O H.V. WNTM JAADE 5 AWING No 17-107 POURED CONCRETE 1� REQUIRED i r E EXISTING GV55— UK SPJAY3J _j 70 LLE C (sue II FORE aN sjk r iv FVt Et 19 tFOR *J L CN �-2T 19 FLR Ei/flEs (Ls® CONCRETE ANCHORS ; a:1L y��J (SEE SCHEDULED,N SHEET 73) M dos Ism I sucxtE ON sw EDGE OF '� IT FOR Il%LE OAK i SLAB IF am sw 19 FOR E. O X' APPLICABLE EXISTIN 010cS (V& ALTERANCHONATR LOCATION 11 cR 13 OR 15 - r i a G) HV CEILING INSTALLATION OR 1;: • r OR 51�F 1iT ii 3 a EXISTING ! GLASS 10 1 i i iJ _1l 1 i ! 1 , I I i 1 i a r i i 3 OR 15 :r u 14W4' HEY. HEAD_jf IEK SCREWS ® S" O.C. I OR 1/4 0-20 S.S. M.S. CONCRETE ANCHORS Yf/ NU* ® 9" O C (S:.E SCHEDULE ON rp t SHEET 14) ! `tom' 7 �a �1 7/a•• r . s r,'6 ED�A^.,E DOFF APPLICABLE I moo. E.o.J—L I POURED - - ,NCRETE j EQi11RE0 �---E. 0.• I' �E. D.x. HV FLOOR INSTALLATION t EXISTING GLASS i arc �"'-iTA'rt ;CAS �i�'aE G1 3.fa. r t 3 / EDCE Of SLAB IF Z / — QjOR (0 EXISTING CLAS_S- f#Io 3/4" HEX VJASHER HEAD iu, SCREVVS & 12- O.C- CONCRETE ANCHORS {SEE SCHEDULE ON SHEET 13) EDGE OF SLAB IF c: i m 1j j Y,4. 5�JA4ATA:: ° i ro slAs _ 5 i r ll 1J rt tr I ! ! ! tf tl J E En' J rir t MIL SEPARAWN I"iSEEE SC It) 04 I f slcEt 3 'Ll _ EXISTING GLASS-' l ' J i rr EDGE OF SLAB IF APPLICABLI -EDGE OF ( ; Af' SLAB IF _- APPLICABLE POURED / CGNCREiE REQUIRED f/FLAT HEAD CONCREtE ANCHORS (SEE SCHEDULE ON SHEFI 14) I) HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON � SHEET 15) EXISTING i GLASS= ' L 1 ' uar. �vAwx:ev .0 s.es n r L - MAX #10X3/4 HEX E .p_: ' I WASHER HEAD =( TEK SCREWS 11,3 ' 1 i 3/ �R14X3/4•'SD5 T -- I � CONCPETE ANCHORS POURED CONCRETE—S (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REQUIRED K) HV WALL FLOOR INSTALLATION T J) HV RAINGUARD INSTALLATION t v >� NOTE FOR COMBINATION OF SECTIONS: * E. G. = EDGE DISTANCE I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY 'NAY TO SUIT ANY INSTALLATION. P.E. CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) tI TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 03, SHEET 11 ADVAVCE7 TNREAar�l TE(:Mvjxy OR 1/4-0 FVN-ps F!>iFh� TAK W ANHG.0 W/ ! I OR 16EM1. Fit--O` BR O 6 O.C. FOR UP 90 C-0` SPAN M:. 4• Q.C. FOR 6' LA4C{R THAN 1 k'ANT IN TO 8' AT FM' A tA'C A°PLY SE-`1 ET 1 (� NOTE T c.v s4�f ll FOR UIGA1JONs 1/4 Max. '\ `-914x3/4' F.H_ S.D.S. _E NOTE 13(5) H 9- O.C. v SHEET 1 •-SEE NOTE 13(0) POURED CONCRETE—` ON SHEET 1 OR CONCRETE BLOCK REQUIRED L) HV WALL WALK —OVER INSTALLATION THIS INSTALLLATION SHAH BE REMalARLE WHEN PERFORMED AD,JACE1-r TO AN OPERABLE Ei+T � SEE LVITATONS OF USE FOP, OR ENTRANCE StADE C.ON SHEET 19 FT°i A. �'tr yr a i62017 TILTECO. INC. IL ECO .N.. TILUT TESTING & ENGINEERING COMPANY e1F� 6355 N.W. MW- St., Ste. 3305, WK^IA GAR:a S, FLCROA 33' Ptwnc : (305)871-1530 . Fox : (305)871-153T 11F a-llvok t7teco@aai.com ES-CG06719 WALTER.A FLUr J, P.E. /IIATC FLORIDA Le. IF 44157 -1/2' MAX. :l 1/4'P-21Jx3/<' SS Nc -20 Nws 9 72' O.O. =X6fur; NON sFRUciVial 'NAJ.L 7JM (OECORATWE ' 1 E.D. S%L) MIN. • PO;IREG cO:rRtzE L) KEYSTONE MOUNTING INSTALLATION MA%WUTI A U- Ct1 - PR65URE U,xN1UM SHUTTER SPAN V-01 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive Nest Palm Beach, FL 33407 CODE (Nan Nigh Velocity Hurricane Zon 02017 EASTERN METAL..SUPPLY, INC. BERTHA HVTV, Accordion Shutter System H.V. BLAM #1 w/ OR W/o P v WINDOW &CE 3 DRAWING No 17-107 I OUT (6OS3-T6 ALLOY) ALDI:T. ANGLE W/(2) 1/4"4 TAPCON ANCHORS TO COlN`. -= '2" S.M.S. TO T118E EACH ANGLE (ttP) N �E%tSTWG LASS l iOR I 1/2" OR : 410414" S.M.S. 0 12- t D.C, FULL LENGHT. INSTALLATIONS W f f HV BLADE W HV C(^ENTERMATES VR SEE NOTES ON LCCIONG RODS ® . HV LocKs (D ur AND ALTERNATE HV LOCK @ ON SHEET 5. ffiPDE SLICK DETAIL HVF IS VALID FOR ALL CEMcl2MATES APPLICATION IVGH 6LADE(D 11 —EXISTING GLASS DETAILS ON SN FTS 10y& ------------------------L----------- OPPOSING f s , z^ 7" CENTERMATES ! SYMMETRYCAL W/ HV LOCK 4 or CENTERMATES MIN. SEPARATION w/_HV LOCK 2 or TO GLASS * * (SEE SCHEDULE 35 (N j 3 t ON SHEEr ll) 1/2 601 1o`© © �x HVA ®;o+@0R&(D•1e l ISS,`' .J i @8 @QD, ® m Iep •� aTING I - T- - - - - - - GLASS ''1/�\ J I_ MIN. SEPARATION �. TO GLASS (SEE SCHEDULE �; • I N OPTIONAL ON SHEET 11) •} (INTERIOR) OUTI \/ OUT• (EK rERgR) _..reilrmo>._ i rl�l. � © ►ems, rA` IIIIIIII�Ti►ri- —��� ���`�� � HVB SYMMETRICAL — CENTERMATES '� FIN t W/ HV LOCK @6 OPTIONAL —� % livrcvnvl HVE �y 7,2017 TILTECO, 114C. IL ECO mc. '«>*� •• @. � TTLLFT TESTING &ENGINEERING COMPANY mow'•._ �()$IS1@� : . AA W55 Isar. W0 . St.• SIe. 305, WMINA OCROEx6, JUQCROA 33 ^S �f� •. �`" , ..'�-^ t"" �S- 'Phone ; (305)871-1530 . F" : (305)871-1531 /0NAL���� 1` a -meal: t1tM09"I.Mo " V fi �11 EB-0006715 P^,rii IlAIAa�1 1VALTER A 1iLLiT Jr. P.E. P.E. SEALSIGNATIJRE/DATF FLORIDA Lc. j 44167 OUTS A - � GL456 SEPARATION- + @.J cR Q + (R-08 + v , c.=. v RAIN. 10 GLASS +})-II � � �/+II Jl-i9,6 (SEE SCHEDULE;t r ON SHEET 11) , OUT A.S.S.A. American Shutter Systems Association, Inc. 4268 lVestroads Drive West Palm Beach, FL 33407 6 1/2" MAX. SLACK HVF** No iNCRETE OR BLOCK VIALL CONCRETE i - j 7CHOR5 @ ! 18" O.C. -Ej )n High Velocity Hurricone 2017 EASTERN MErAL SUPPLY, INC. Accordion Shutter System KV- MADE #1 W/ OR W/0 FLY. WNDOW atAX OLD AWING NO 17-107 OUT 103 * SEE NOTE 5 FOR W LOCK@ T LO^x. ON SHEET 5. 'r SE�cS 9fsa ALUr4NUW 2024-T3 ALL6l) LrFOE FLLJGE THIN SHEET ttU'S02T, PAftT j 0620. AS VM{UFA„^7U?ED gY AWE_ CN�ftY iORtJ, PARS1"PEtY, NLY/ JE_icSEY O70S4 Ok EOOAL [IN r»— fYiSTI.`:G GLA55 I/ SLADE 1Q SLACK CETAP_ MT, 94=TE9 CY SHEET 6. AS WELL AS JNNERSAL FLOATING SADE(3) DEWL FtCC-H4D . INDX am ON THIS SHEET, WAY BE USED VATH ME ALIMR 4 i0•�w©.®ce{©� ®ce ViS7EiL+TTUN CciAIL WiG SPAYY IN 7HLS SHEET. INSTALLATION n HV BLADE W/ HD CENTERMATES a C fUL1 LElrLHT. ;k �--------------.— i 3D HV "T" IN (4) H.V. I t IN (4) H.V. % LOCK ANSIDF) -C) TgNs (TYP Pws (n 30 HV "T" LOCK (OUTSIDE) — k o T 1/4" 0-20 x 1 1/2" S.S.M.S. 1N/ 7/8" 6 x 3/32" WINGNUT. HVG* ROD—HVDs* FLOATING STACK ( A)HDR—HVB OU.T SYMMETRICAL HD CENTERMATES W/ LOCK EXTERIOR �V alyfp .•,•i/ q C2017 TILTEcO, INC. lj,� A ��•4,, IL ECO�N�. A.S.S.A. !'•. ��; • �� TILLIT TESTING & ENGINEERING COMPANY American Shufter Systems Y n '••_ ?k_.•.'.� y� 6355 N.PL 360i. St. Ste 305. YfR.'M FAlDEENS, FLC.WA 3315E Association, Inc. PnaHro : (305)871-'S3D Fax n (3(?S)87t-1531 4268 1$estraods Drive ". .......g.• � / •13—� yis •- A:Ir ,rr§3 ^`��••sr>t•9IN C-MQ: t-ut � 9 C" 'West Pclrr, Beach, FL 33407 11 1YALTE.9 A. TILT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORDA Vc. § 44157 M HDC—HVC SYMMETRICAL HD CENTERMATES W/ at LOCK (INTERIOR) CN Eras' ze. o c w Lc-.cs Dx s+Ec s ** UtAc6SLL FlDArNG ELRCloE�,AL Y.LD-NVC IS VA FC4 Al CEN1k'nLW S ATrt.`G4Try.5 ELADE tO In High Velocity Hurricane 2017 EASTE,2N METAL SUPPLY, INC. rig a ■ ■ zjm n Tf'f Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. WMW BLADE 3 DRAWING No 4 I I 1 17-107 !. CONCRETE ANCHOR-� T6" P.C- 1 i � ! Ear -A (LOCATE AT EITHER, SIDE) ( OF Q) 1/2' n 1Gx1/2" SALS P 16" O.0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS L/ N. - Iym S06A77cN ' TO CLASS (SEE SCHEDULE ON SHEET 1/16"x3" MAX, II FOR RAM QANO (6063-TB) CONT. ON SFx"" T 19 FOR ALUM. CLOSER 6.ADESO& G? PLATE (LOCATE I AT EITHER SIDE OF ®) Qi Dz7/2" S.M.S. ED T6" O.C. END CONNECTION DETAIL F:ff MIN- +m' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE DETAIL X FOR SIDE CONNECTION TO TRACKS —POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS h9N SEPAAA'UCH ' TO GASS (SEE . • SCHEDULE ON 11 FOR B-ADE (RAND ON SHEET 19 FOR .- 6-ADES i ( f� SEE DETAIL XXFFOR 1 OR l�• O OR ®� s10 TO TRACKS _ POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I--- _' '---- BLOCK WALL REQUIRED / r EXISTING GLASS �— `•,� 2 fI EXISTING GLASS ti. �Hl SEPMATION TO GLASS (SEE Mv`i, SEPPFAT,ON SCHFJI ON SHEET I TO G1.ASS (SM 11. FOR BLADE OAWD 1 f SCHE>;ti1:E ON SHEET GN StiEET 19 FOR 1/2" 11 FOR B+Jd�(QI AX I- BLAOAS Q7 & Q ; ON S19 FDR HE B,ACSO&Q USE 1' OR 2' MAX. (AS APPUCABLE)x2'x1/a•xO•-2' ' - ALUMINN7 CLIP ANGLE ___ --- (6063-T5 ALLOY) AT h11DHEIGHT — (1) Jt Oxi/2" S,M-S- Toe& (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1' O-C- (LOCATE AT - EITHER SIDE OF®) 1 (DOR & t0 •©_+ SEE DETAIL X ID IO SIDE CONNECTION 4. "� ®ate teaAI b�20 END CONNECTION DETAIL 2 END CONNECTION DETAIL —EXISTING GLASS PI SEPAIR iIGI TO GLASS (SEE SCHED.RE ON SF.ET 11 FOR HIJEOAr:D . CW SHEET 19 FOR eLAir� O � (F9D END CONNECTION DETAIL (�) & POURED CONCRETE OP. V / CONCRETE BLOCK Y1ALL — EXISTING ! REQUIRED GLASS MIN. SEPAoA-RO`1 Y , ccrlcREr 1/2ylalrL SCHEDJ EE ONSS (�s=� '/ 12 � •\.,, 11 FOP- eLADE OANOON SHEET 19 FOR 1 f 4 ) BLADES .. EO /, iQ & P.E. 2" ED I-----_� , WIN ♦ SEE LIII IOIIS OF USE FOR BLADE 1© ON SHEET 19 r Ntc LION DETAIL ® a® • < •'• G2077 TILTEI.C, INC. : IL E C O ,Nc. � ORMI "�SE� TILUT TESTING &ENGINEERING COMPANY 6355 N.W. 35:R SL, St'. 306, NRO! CAROMS, RONDA 33 Fhcce : (305)877-1530 - Fax : (3"71-1531 ...... •gypp tt� flE 1/•��)y 6 a -mail: tiltsO6719I.e9m EB. ,f3 "i/Jff1f A'PJ� TILUT19 I5'ALTER A Ti4tdT Jr. P.E. ",AfAT7 for /n AT- FLORIDA Uc. A 44167 OR( PLAN TRACKS f0•©�©. �jJu 1i•©® O•®@®•®R�•O�V END CONNECTION DETAIL 4Q 4 REQUIRED ONLY FOR SPAPIS GREATER THAN 12'-0" OR 1 ' L9 VIEW Y DETAIL X A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive Vilest Palm Beach, FL 33407 © OR®OR j OR i� OR GOR OR � OR CODE (Non High Velocity Hurricane Zon; © 2017 EASTERN IdETAL SUPPLY, INC. BERTHA HW Accordion Shutter System H.V. BLAX #1 WW/ OR W/O KV. WINDOW RAM N, NJ DTSCBIPTION DATE DRAV714 a- LC I I 0`D 15-085 �7/27/t ntTei ni117 f77 AWING No 17-107 SCHEDULE 41 MAXMUM SHUTTER SPAN' "L-F" OR "L-- (ft.). FOR INSTALLATIONS W/ SYMMETRICAL CENTERMATES. ® & ® or or Y1/ ONE H.V. LOCK ® or Q or or HD LOCK (9 W/ NO LOCKING RODS or CENTERMA Ei@ 280 29 W/ ONE F /fl'T" LOCK 30 W/PNO LO( K( NG PODS 35�TOP BOTTOM'IJSEE WMINUM AS.D. omm rl�a RmNc �C& h CON.^1RE(1-& �60W57ALCATIONS V WALL MOUNTING FLOOR/CENNG MOUNTING . L + (ft) (d) L + (1) I L - (g) 30 OR LES 35 1C'-10" 14•_10" 15'-2" 40 13'-10" 13'-10" 14'-2" 15'-2' 45 IS-7" 13'-1 13'-4' I 14'-3" 50 12'-5" t2'-5' 12'-6' ( 13'-7' 55 tt'-i0" } il'-IO' 12'-1- 12 -11" 60 I., 12-#" 65 tW-lo" I ie'-10" IV-1' 11"-11" 70 7$ 80 85 9'-6" 9'-6- 9'-9" 10'-5" a0 9._3. 9,_3" 9'-5" 10'-1- 95 —Too 9•-0" 8'-9" 9'-2" 9'-10' 105 110 8'-4' 7'-7' 8'-7" 9"-2" 115 e,_2_ 7'-3' 8'-4" W-11" 120 6'-11" 8'-2" 8'-9- 7'--120" ' 1125 30 7-10" 8'-1" 135 7'-7" o-2' 7'-9' 7'-9- 140 7'-5' 5-77 1 145 7'-3" V-9" 7'-5' 7'-3 1G T5515 56' --T8'" T78''---a7O" T78'----90S5' "•' 7'- 5 -o" 7'-2" 6' 16 0-11- 5'-2" 7'-1- 6'-7" 16 i" 7'-0' 6'-4" 170 6'-9"-11' 6'-11" E'-2' 175 780 '-6" 185 6'-5' 4'-6' C-7" 5'-8- 190 5'-4' 4'-5" 6'-6' 5'-6- 195 6'-3' t 4'-3" 6'-5- 5'-5- 200 6'-2" 4'-2" 6'-4" - 5"-3205 MAXIMUM SHVITER SPAN* "L+" OR "L-" (it) FOR INSTALLATIONS W/ PPPOSNG 9ENTE6 & In ONE HV LOCK Vj or @ or W/ NO LOCKING RODS (SEE NOTES tit) NNtMLN ".M Cr ..CN INSIALATION5 MZESUM x.+mic 1 7 t Cl30 WALL 1.ia0rrDltG g FLOOR/CEILTIG ?AGU"FG 16'-D' 35 ..1 -10' 40 45 50 55 ill '_-70' 11'-10" 70 70'-6" 10'-6' 75 }G'-i' -'0'-1' 80 S'-10" 9'-10" 85 90 9"-3' 9'-3" 95 9'-0" 100 8'-9' 3'-4" 105 8'-7' 7'-11" 110 115 8'-2" 7'-3" 120 725 T-iC•• � 6'-8" 130 7'-'0" 135 7'-7" ( 6'-2" N0 7'-5' 1-71" IMUM SHUTTER SPAN* "L+ "L-" (ft.) 114STALLATIONS & W/ ONE HV LOCf OR W/ NO LOCKING (VA_IC FOR MOUNTING (I SHEET 7) e,yi"s CONCRETE As.a Div INSTALLAi IONS Fru mI RWR/CWNG uOur I OR (+ m -)I FLOOR/NALL MOi1tT 30 35 V MAXIMUM SHUTTei SPAN -L+" OR "L-- FOP. INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 45 13'-4" t HV CORNER CENTEPLI(FE 23 MAY BE USED AT ALL50 MOUtMOG INSTALLATIONS. LOCKING SPECIFICATIONS55 jjJA14'-3� SHALL BE AS INDICATED ON MANDATOPY CONDITION �26o NOTE L5. SHEEI 5. 72'-3" 77'-7" 10'-2' 65 9'-5- 1 1 - 1 8'-9- 1 150 7'7Z' 5'-7" 5'-2' S"-T° 4'-'1" 4'-9" 4'-6" 4'-2" 155 160 6'-11' 165 6'-Io' 170 6'-9" 175 6'-7" I80 6'-6' 185 61-5 190 6'-4" 195 6'-3' )DO 6'-2' T � ' SO F.E. SEAL70i f 1 EXCEPT THAT MAXIM U%4 S SPAN "L+' OR "L-" ACID MAXIMUM AS.D. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE Uh,'ITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO ' 64,-72 P.S.f_ AND 8'-U" SPAN, SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MiNIMUM ASTM E-1996 SEPARATION TO GLASS 1 THP,U 3 1 11 -1 HV BLADE G2017 TILTECO, WC. MLE C O TILLIT TESTING & ENGINEERING COMPANY 6 55 N.N. 36Wh SL, Ste. 305. vMGMA G1.CC26, FLoR 33' PF,m : (Z05)871-7530 . FeK : (Z05)671-1531 e-mo5: Vtecoe"A.ecm ES-COM719 WALTER A. TILDT Jr. P.E. FLORIDA Lie. # 44167 A.S.S.An American Shutter Systems Association, Inc. 4268 Westroads Drive `Nest Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSf7Ne A.S.D. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING, (2) PROCEDURE TO DETERMINE MAXkdUM SPAN FOR WALL MOUNTINGS (TOP/801TOM) OR FLCOR/CEILING` GIVEN A POSITIVE AS.D- DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE AS D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+" AND 1- (3) PROCEDURE TO DEiERMONE MAXIMUIv SPAN FOR COMBINATIONS IN BMIEEN WALL MOUNTINGS V,'f FLOOR/CEILING MOU.TdIGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOF./CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGAPUE AS.J. DESIGN PRESSURE RATING: DETERMINE Lt-= MAX. SPAN FOR MALL MOUNTING INSTALLATIONS. 12-= VAX. SPAS: FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL UAY.Ir6UMf ALLOWABLE SPAN IS EQJAL TO THE MINIMUM BETWEEN "Li+'. "L2+", "Li-" AND 'L2-" (4) GO TO ANCHOR SCHEDULE WTH FINAL MAXIMUM ALLOWABLE SPAN .C+:D AEGA'VE A.S.D. DEESN„!t PRESSURE RATING TO 0Efa<Y1NE MAXIMUM A;:CHOR Hurricane 2017 EASTERN METAL SUPPLY. INC. Us z 0 R OA ■ 0 v P.1 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE i OLD 15-085 G7/27/D DATE:-07/27/17 3 DRAWING No 4 17-107 POURED CONCRETE SEE MOUNTINGS A. B. C, D AND ON SHEET 6) POURED CONCRETE CGNCRETE BLOCK A YIAll HEADR MOUNN7G A YlALL HE10ER MDUNTING ® WALL HEADER MOUN4120 (g)WALL IL NT1NG (q)WALL IL OUNi1NG C 3 F V7;7MQUl HEADER/5111 MNG (R) A46. 0=- q !B'AM PRMM, R4R.8 AS9. VEMN hiCX'@SE R3A,Fc.R4:\S ASH. DEWN }fcMW FM9-%E C"iti N_OE Pi�tiE RF171G - A5.0. 1.EE3} tFGuP..'EWE PA:G TSB. I kT� imn RUM (G30 40 60 75 S0 123 160 205 30 1401 6D 75 9p 120 160 30 40 -c0 75 90 120 +A 6C T 90 126 1E-0 205 30 40 60 75 90 7e^0 i60 205 'A 40 63 75 40, 120 76G 2O5 J -D� 14 12 101 4 5 8 6 6 74 1121101 9 1 8 8 6 6 14 112110 9 8 B 6 6 14 12 2 10 19 8 H 6 - i4 12 70 9 6 8 6 55 8 B 8 B 8 8 7 155 it 72 10 9 6 8 6 6 T4 12 10 , 9 8 8 6 6 74 12 10 9 8 E 6 6 14 '10 9 fi B 6 6 14 72 } t0 6 8 H 6 6 6 8 8 8 1 8 8 £ 8 R 74 12 l0 9 6 8 6 5 14 12 10 1 4 8- B 6 6 14 12 70 9 B 8 6 fi 14 12 10 9 S 8 6 3 14 12 (ifl 9 8 8 6 6 8 8 B S 8 H 74 12 10 1 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 8 6 fi l4 72 73 9 H 8 6 _114,112170 9 $ 8 6 fi 8 I e B 18 8 8 6S B 1 B 7 14 12 11H 9 8 8 6 4 14 12 10 9 $ 8 6 6 14 12 }0 9 d 8 6 1 6 14 T2 10 9 1 8 7 - - T4 12 TO 9 8 7 SS - 8 4,-D. 74 TZ .TO 1 9 8 B 6 4 74 12 10 9 8 B 6 fi 74 72 SC 9 8 8 1 6 5 li 72 10 I B 8 E SS I- 74 t2 TO 9 8{ 6 6 8 8 8 8 7 SS 4 i4 72 h0 1 9 $ S 45 - 14 12 10 9 E 8 6 4 iS 72 10 9 1 6 B 1 6 6 74 T2 1G 9 e 8 6 1- - 14 12 10 9 6 6 6 8 1 B 8 6 5 6 i 1� 12 l0 S .E 8 6 6 lS )2 ,H 1 9 8 1 8 1 fi 6 IS } 12-{ }O e 8 6S /4 f2 10 9 B E 4.5 14 I t2 110 1 9 1 E 1 E 1 6 13.5 14 112 110 1 9 1 8 1 6 6 E f4 '2 TO 9 75 - - - 14 72 flu 1 9 17.5 SS - 8 8 6 8 7.5 557 4 3 5•-0" I4 12 }0 ( 9 8 fi 4.5 - 14 112 1 10 1 9 1 8 1 8 1 6 13.5 14 112 110 1 9 1 8 1 8. 6 6 14 12 - 14 112 110 1 9 1 8 1 8 14,51 - 14 12 10 1 9 8 8 fi 5 14 72 ip 9 1 6 1 3 1 - 1- 14 f 12 70 9 8 7 - - H 8} H i 8_ 8 7 5 4 14 t2 1p 9 8 8 4 - SS 12 10 19 8 8 0' 3S t4 72 10 9 i 8 8 6 6 74 12 IG 9 8 1 - - 1 - I4 72 10 9 8 7S - - 74 12 IG 9 d 55 3 - 14 12 10 9 8 6 4.5 - 74 12 10 9 B 8 6 6 74 12 95 7S 4 - 95 7S 6S 35 - 8 e 8 " 7.5 65 45 3S - T4 12 ,0 1 9 8 5.5 - I- 14 12 tC 9 8 8 4S - 14 12 iQ 9 a 8 fi 6 14 1 12 10 9 H 4 14 112 ]0 4 8 3 - - 14 12 is 9 8 j 8 - - 74 72 16 1 9 f H 8 SS 3S 14 12 10 9 4.5 I - - 14 l2 7Q 9 75 4 8 H B b 75 55 14 12 l0 14 12 iC 9 8 1 8 4 - }t 72 r 70 1 9 1 6 1 8 1 6 15.5- 4 3 14 14 12 ]C 9 b 6.5 3 - 14 12 IQ 9 8 8 , 6 74 12 i0 7•_Oe � 7 .o - - EM I$� i 2' isC1Ft7E7E>f•7Ov� ®�000 sww�rr�www ar�7���Y���f�Y1��rr�cafeeJ•c�ai���nkaman=wmuaL o0M OD ffxmF wml ®m• �Q ®� �QO ®0 vov�oinv ®a000>a v�o 14 0- 7 14 105 3 - (- - - y - IL 12 10 7.51 5 - I - I - 14 10.5 7 } 31.55 5 - - I - i ` 14 111 14 1 11 751 _ 1 05 8 - _ 1 ' 1 - ' - I - 0.5 8 1 5 - - - - _ 14 12 5 - ! - 7 I 14 12 10 - - - - _ 2.5 9.5 - _ (- I - ' -' - I 12,5 f.3ZI 10 -- 95 14 .1-5 8S _ _ _ _ 1 _ r _ , l5 E.5 4 - 9- 74 0.5 5.5 - - 1 - - - - 705 8 1- 1 -1 -- 1-51 6 1 - - I - - I - - 1.5 E5 - - 1 - - - - 8 3 I - - - - (- 1 - 8 6 - - 14 9 - - - - - 1 - 14 112- }0 10 17411 _ _ • OS 4- 7.5 14 9 10 _ _ _- 7 - - - - - I - 1 - 7 14 - - - - - - - 14 5 3'1.>. i/.•'`•i.•=••,..�f� es 02077 TILT-ccc, Wc. / fi /71LIEC-OINC. • ��'+,'67 # TILLIT TESTING & ENGINEERING COMPANY •- r�%.r U!Y• r'• ` %YP/IiIt ... `\V!' 11y7R' 35:LA. 6m. EL. :3C5. 1766OGeLo l.cGeAnGOtYS FCFA 3316 PYar.< 4(305)871-1530 . Fee : (335)8t-153I 07EH-0006719/0.L f R1tLTER A. ILLiT Jr. P.E P.E. ScilLt3iG'IVAiGRE/DATE IDR HA Le. 44/67 - 6- 4 3.5 - - - b 8 7 3.5 - - 5.5'{s� - 8 E I 6 3 - 45 4 - - 5 351 3 - = i - E 1 8 L5 - 3 a 7.5 4 - 4 r 3 41- - - 3 - - - 7 7 3.5 - - 3.5 3 - - 4 ANCHORS SPACING LEGEND w OROVMXEDHNOLOGYLID-SEr'r * SEE ANCHOR SPECIFiCAT;ONS ON SHEET 13 ♦SEE LI!.4lTAT70F15 O=- J-S�-E ELAOE11 A� ON Sn 1) HV BLADE OR n HV BLADE WJ 11:A HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, inc. 4268 Westroads Drive West Palm Beach, FL 33407 C CODE (Non Hiah Velocity Hurricerie Zone 02017 EfStMl METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System FLV. BADE #1 W/ CR W/O KV. WNDOW aADEE EY. N 0FSCIdp:10N GATE D'Pww EY: LC. t OLD 75-085 '7/27/1 C4TE: 07/27/17 S DRAWING Nc 4 17-107 LAMAMeeF r, iu MA r e Palm OONm/CMURUE BOOR 1'017RED Mamw SPAR (g)WALL SILL MOUNTING Q CEILING MOUNTING 72M FLOOR MOUNTING (fV . DEST51 WXARf PMSM FANG (Ptlj D. Dc]C4 NEATAE MRE WNW AEG THE Pfiestm RAR1'C 30 40 6D -75 90 12Q T[-0 205 30 40 60 75 90 720 160 205 30 40 60 75 90 120 180 205 14 12 TO 9 8 Is 6 15.5 /{ 12 10 9 B 6 6 6 14 t2 10 9 6 8 6 6 3'"0' 14 R LESS 14 t2 12 10 10 9 9 8 8 8 8 6 6 6 6 14 14 42 10 9 B 8 6 fi 14 f2 t0 9 8 8 6 6 14 112 1 10 9 1 8 1 8 1 6 1 7. 14 112 110 1 9 1 8 1 8 16 1 6 14 12 TO 9 8 8 6 6 14 12 f0 9 8 7 5.5 3.5 14 1Z 10 9 8 8 6 6 14 12 10 9 6 8 6 5 4'-0" it f2 7d 9 8 8 6 6 14 12 f0 9 8 8 6 6 14 12 10 9 8 8 a 55 14 t2 t0 9 8 8 6 4 14 12 10 9 8 8 6. 4.5 14 12 10 9 8 14 f2 10 9 8 8 6 A5 14 -12 10 9 8 8 6 55 14 1: IO 9 8 8 6 4S 14 t2 1O 9 7.5 SS 3.5 - 14 12 10 9 8 8 6 5 14 32 10 9 8 7 (5.5 4 5•_0. 14 72 10 9 8 8 6 6 14 f2 10 9 8 8 6 5.5 i< 12 10 9 8 8 6 45 f4 IZ f0 19 8 7.5 4.5 - 1{ 12 10 1 9 1 8 1 8 1 6 1 4S i4 t2 1a f0 u 9 G.5 8 5 S 3S 4.5 3 .75 14 12 95 7S 6.5 4.5 - - 14 i2 10 9 8 7S SS 4 i4 IZ tD 9 B 6 4S 35 6'-U" id f2 1D 9 B e 6 - 14 12 10 9 6 e 6 5 14 12 10 9 8 6S 5 3.5 t4 12 t0 9 7.5 5.5 3 - 14 72 10 8.5 Z 5S 4 3 44 12 8 6.5 5.5 4 3 14 f2 10 9 6 6 - - 14 T2 10 9 8 65 5 175 74 72 t0 SS 8 5 4 14 1F 8 6.5 SS 3 - - 14 t2 10 9 8 6S 4.5 3.5 T4 t2 70 B 7 5 3.5 3 T-0" 14 12 ID 9 6 8 - - 14 12 70 9 8 7 5 4 14 f2 t0 9 7S 5.5 4 3 l4 f2 t0 8 6S 4 - - 74 12 9' 7.5 6 4S 3S - 14 OS 7 ISS 4.5 3.5 - - 14 72 10 eS 7 4 - - 14 72 10 9 7.5 5.5 4 14 72 9 7 7.5 4.5 - 14- 8,-O. t4 f2 10 9 8 6S - - 74 72 lD 5 B 6 4 _- ld 12 10 8 6.5 5 3.5 - M an 1 4' I�r�©®a_oommmomapp mma' ©EEvaEn ®� �QQQ®inF1F�i©®Q�ElfiEQ�I�iQaE� IIMM3 t�avoI�iMIFiEIv©r�apaIfa1l�iQE�iEi�®ao ®00®OVOE��O®� O®EI�O©D00 ®®©�QEQQ®QOQEQ�Q ��DOEE� a©naQOQmimc�r��EEt�pQppQm�E�m©En© En ��©v0000®D�Lia�0�n�7Efl"CHIMM sEa� QaQOQ m�sapE�E�mua�aa �m®®�EiaaElo ===mo E3mQ m®i7aao®m vvan EEiiS'3QfiQ=Qm000®IiQQOfi��i aQ0 E iEi�QCElQE�QE��®©>viaQaME amagiQQQ mQ=1 ®�®Iwo - [0Qa1011 aQ>v go n�®'o�ii v EQQQaoQ mFEiEI©i�EF7i�QQ ®©Q©QaaQ EA000QEIVEi� mvo>�v=aQa EaEflEIEiEii•QQaQ Ei�QaQQEnQm��QQEIVEaE mmou"QQava E�000QE�Q 0imr�®Qaaa iE7l�3�QaaQ ®QQI1aQQQ OQ�E�QQQQ 0©�QQQaQ E�QQOQEaQmo®E�QEn�aav�aEEaa aaataQnQ ®vaQQ�Qa mEIFamEaaQIEaQ RIMQ�aEEE�Qf�im@oQ QQIwo" �Q a maQaaQQ aQ m'aQQQQQ am E»®oQrEiaaQ aov0000 Ma EaQiovaoIM1189 ff.w 11"r-M ago .E. 1. ANCHORS 70 SUBSTRATE SHALL BE AS FOLLOWS, (A) TO EXISTING POURED CONCREM (Min. f'c = 3 ksi) ANCHORS SPACING IEGENQ - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNCLOGY ANCHORS- AS MANUFACTURED 13Y LT.W, BUILDER, (Min. Pc = 3 ksi) - 1/4"0 x 3/4' ALL POINTS SCUD -SET ANCHORS, TAPCON OR AS OLSOTlBUTED 8Y ALL POINTS SCREW. BOLT & SPECIALTY COMPANY, (Min. ('c = 3 Mi - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ C4P AS MANUFACTURED BY FLOWOA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ TAPCOR WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANYOTHER APPROVED LICENSED OR AUTHORIZED VENOM REGISTERED WITH THE AMERlCAN SHUTTER SYSTEMS ASSOCIATION, INC. (A6n. 7'e = 3 ksi) ALL POINTS SOLI SET BLUE TAP 7V/ CAP NOTES., TAPPER+ At) MINIMUM EMBEOMEM INTO POURED CONCRETE OF-TAPCON CR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS .IS 1 3/47, AND FOP, BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A2) MLNIMUlM 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 PERMITTED_ 1/4-0-20 SS. • SEE U 9XTI,g4 CF USE FOR Et - CA, CN vim is MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 7' LNNIMULI FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STOLE, PRECAST CONCRETE PANELS, PAVERS OR ANY Vei4EER BE FOUND ON THE FRISKING WAti OR FLOOR, L 0 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAUL STRUCTURE BEHIND SON) WALL FINISHES. ANCHORAGE SHALL INOICA7E0 ON A7) & A2j ABOVE FOR NOTESINSTALLATION ON VINYL SIDINO OR EIFS WITH OR wirrioUr METAL STUDS INSTAL CONSULT THIS ENGINEER FOR INTO ETFS PTffr1 METAL STUDS SEE SHEET 20. AL STUDS (8) TO EXISTING CONCRETE BLOCK: (ASD4 C-90) - 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BT LT.w. BUILDER. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MWJUFACTURED BY FLORIDA FASTENERS DIRECT, INC. COMPANY ORBy ALL pOINTS S- INC. AND S1yRITM RANY OTTHER 'APPROVED LICENSED OpORS AS MANUFACTURED BYP AUTHORIZED VED`cpR REGISTEREpTHE pMER1C�N SHUTTER SYSTEMS ASSOCIATION, INC, NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -Stu ANCHORS SHALL BE ENTIRELY EL18EDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO S,IALL BE PERMITTED. 1/+- 0-20 S.S. MACHINE SCREiV USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS YBTH NO *STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.f) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EFS PATH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED.FOLL.OWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E D) VERSUS SPACING RELATIONSHIP FOR ANCHORS, ,xc:n My VX S ACiNGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE BY MULTI? -LYING SPACING SHO'NN ON SCHEDULE RY THE Fni,ne.9n,r cerrnnc INDICATED, REDUCE ANCHOR SPACING ACTUAL rwcluK - 1 HV BLADE 0 EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREAD LOGY TECHNO ay pC1M SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING 3 3/4- 4' E.D. 1 HV BLADE W MIN. SPACING = 3' MIN. SPACING = 3" MEN. SPACING = 3 1/2- MIN. SPACING = 3" POURED HV WINDOW CONCRETE & CONCRETE BLOCK I%ED.=3" POURED CU ffiE � � tfMl EO.=31/2' LR1 EA=21/2' PCU�7 CONCRETE & CONCRETE BLOCK POURED CONCRETE & CONCRETE MOCK liLCtc BLADE BLADE WORKING 3- 1.0 0.90 1.0 0.7a MR. ED=3" 1.0 V.Y f1t=3 1/2. 1AN. ED=21/2' IN UNISON ♦ 2 1/22- - 0.84 t.0 _ �T - _ - 0.51 t 1/2' 0.35 - _ 0.43 43 _ - 0. - V C &J/s Via` e ATE pg Ar ,! 1R1CP:.. Ta E. IrN�1��1°``� 02017 TILTECO, INC. T1 LTEC�01NC. TILUT TESTING & ENGINEERING COMPANY 6.755 N.W. M6 . St.. Ste. _`O5, l CA CPRD9JS. FLR@A 33 Thane (305)871-1530 , Fax : (305)871 -1531 e-mebl tlteeaOeM.co EE-0D06719 WATER A. TILLrr "- P.E FLORID& Uc. { 4.167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, .INC. Tm Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOilN BADE I OLD 15-085 ' 7%27/1, DATE: 07/27/1 3 DRAWING No 4 17-107 VA.%1Yt16I SPAN (R) 14 (SEE MOUNTINGS ON SHEETS16 & 17). L _-J B:�EE3 T R SOUTHERN PINE No. DOUGLAS 2 W/ MIN. G=0.55, SPRUCE PINE FIR 'NORTH SPRUCE PINE FIR SOUTH 1/2 MIN. SOUTHERN PI E No. SPRUCE PINE SPRUCE PINE FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ {IN. G=0.36 COX PLYWOOD 2 w� MIN. G-0.55, W/ FIR NORTH FIR SOUTH WALL MOUNTINGS CEILING h10UN( T WALL MOUNTINGS CEILING MOUNT T V L MOUNTINGS CEILING MOUNT T tAq cc Aso W/ MIN. G=0.43 W MIN. G=0.36 M, N, 0 & R FLOOR MOUNTINGS V� & X M, N, 0 & R FLOOR MOUNTINGS N & ® FLOOR MOUNTINGS FALL MouNnNGS B.O.. WALL IdouN)1NG5 B.O. WALL MOUNTINGS W& X W& X P& O S& V B.O. YlALL MOUNTINGS 657! tBASf FAAS. (C} rW ee..¢E FIMF_ FSSG (I.Y) M 3791 MIRE FFES.G EM, M9M tawm PFa ._ FSEn I-_ 6S1 kTITS BiSiE h'F'[£ {I'�J �`IJI MGl:4 � P.� S& V S& v 30 40 60 75 90 OS 30 4D fi0 75 50 �05 40 60 75 90 05 30 40 60 75 1e0 05 30 � 140 L: G?ti JCS: fftSa 7??13 ({dj s � �;t r 3- F EMIG f7) MCt I.BDYF RWIE FAA, (,A S2 � IQ9d.'r rM ff DIM^.. (� 12 10 f0 9 8 8 9 6 6 6 6 6 6 t2 2 10 10 9 8 8 6 6 6 6 16 6 12 40 70 75 90 OS 30 oD 75 90 105 iG 9 8 8 6 6 6 6 6 6 30 40 60 i5 90 6 5 4 4 OS 30 40 60 75 9D D5 30 40 60 75 90 05 30 40 60 75 90 105 12 i0 10 e 8 9 8 8 6 6 6 6 6 6 6 6 6 6 6 5.5 t2 12 10 10 10 4 [1012 8 8 6 6 6 6 6 6 Is Is fi 6 6 6 6 5 12 l2 70 70 0 9 B 8 6 6 6 6 6 fi 6 5 4 4 4 3 f2 72 72 t2 72 72 12 12 72 72 12 T2 12 12 12 72 12 12 10 70 t2 tC 10 9 8 6.5 6 6 6 6 5.5 12 10 11.70 9 8 5 6 6 9 8 7 6 6 6 6 6 5 6 5 < :. 4 3 12 72 72 12 t2 t2 1� 12 12 12 12 10 -5 6 .5 5 4.5 72 10 9 6 35 6 6 6 6 5 4.5 a' S 4 4 3.5 1Z 52 12 12 12 12 72 12 0.5 t0 9 6.5 ? 7.5 4.5 3 5 3.5 - 6 6. fi ,5 4.5 4 6 6 6 5 q 3.5 6 6 5.5 .5 3S 3 t2 12 12 10 70 70 14 5 1016 9 4 5 3.5 - 6 6 5 5 .5 3 - - 6 fi 4.5 4 3 3 12 12 110 7C 4 - - b 6 6 .5 .5 3 4 3 - 6 6 4.5 4 6 5 4 _ - 72 - 12 - 12 12 72 72 72 12 12 72 12 12 72 12 12 12 12 12 12 12 12 12 l2 12 72 72 12 12 12 72 12 12 i1.0. 52 12 12 -11 9S 12 12 72 72 10 8.5 l2 i2 0.58.5 7.5 i2 1.5 9 7S 6S i h2 10 10 ''12 f0 10 6 6 4.5 - - - 72 70 4.5 - - - 6 5 5 .5 3 - - - 12 70 3 3 - - - 6 5.5 6 5 3.5 - - - - 72 12 72 i2 1. 9.5 12 12 12 70. 8.5 7S 12 12 9 7 6 5 4 - - - 12 10 3.5 - - - 6 5 3.5 - - 12 10 4 - - - - - - 6 5 3.5 - - 6 5 - - - - 12 12 12 }2 70 8.5 IZ 72 12 9.5 8 7 12 12 8 (6.5 5.5 4.5 6 6 - 1 6 5 - _ - - 12 �12 72 159.5 8 12 12 ti 8.5 7 6 12 iS 7,5 6 5 4 6 5.5 - - - - 12 7 6 - - - - - 12 - - _ _ _ 5 _ _ _ i_ _ 12 6- - 4, • SEE UMITATY,i.'<S CF IISE Fcit sL,ze to G!1 szim 19 + NOTES ON ANCHORS REGUIRFMENTS• WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALT. BE AS FOLLOW& 3. SUBSTRATE SHAH CONSIST OF THE FOLLOWING: 1/4"0 iAFCON NiCHCRS. AS 7AANUFACIURED BY R.T.W. BUILCIX i'J/ A4NIMUM EMEEOMEN-, AS I,Y57CATED AT-DOUGLAS -SOUTHERN %PINE NG=0.50/(NDS.)5 (N.DS) EACH SECTION S ON SHEETS 16 @ i7. -SPRUCE FINE FIR NORTH Y// G-0.43 (N.DS.) EXCEPT701J: SEE NOTE 2 6ELOIl. -SPRUCE PINE FIR SOUTH W/ G=0.36 (ND.S.) 2. ANCHORS TO HOLLOW CUUNC SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF -MN, 1/2- CD% PLWIGM (1986 APA) LAG SCRafr. AS PER NOS 2015 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLCD FOLLOWING ALL OF THE RECOMMENDArON5 AND SPECIFICATIONS OF THE ANCHOR'S MCNUFACTURER. "' FLORIDA BUILDING CODE (Non High Velocity HurricGae Zon +t+'' � ....,...... ,ram a 02017 TILTECO, ITCO. 1 g 0 e'017 &STERN METAL SUPPLY, INC. ' `� BERTHA HV < Trl Accordion Shutter System r = 3Z:771-LTEc o , AA.S.&A KV #, w, W/O iLV. W► American Shutter systems TILLIT TESTING & ENGINEERING COMPANY i tv N DESCRIPTION DATE DRAM BY. L.0 e i 6355 N.W. 36N. St.. Ste. 305,'ARCINIA GAMDS, ROFIDA 331- Association, Inc, 7 OLD t5-085 7/27/iJ DATE Y. L-r-T7 Phone : (305�77-7530 . Fax : (305)871-1531 4268 Westroods Drive 2 r �' +' a-ma7: t2te=o7ca:'.bm '.SSJ9���+lt{ EB-ODo6>78 West Palm Beach, FL 334D7 s DRAWING No {1e1 19ALTER A TILLIT Jr. P.E. 4 17-107 I.E. ISAiURF DATE FLORIDA Lk. a 44167 s FINISH HEADER REQUIRED ' W SEPARATION 7 TO CtAISS (SEEL SDOXILE ON SHEET , 9 LN SHEET 19 FOR BLADES GJ & I(•ql EXISTING GLA55—: \ 2"x4' CONT_ , Fes`' VJ000 PLATE G (SEE 1 REO'D. i i 1 TO CLASS VJPLL FINISH t5) 1/4"4 TAPCON OR 'fAPCON WrT14 ADVANCED THREADFORM TECHNOLOGY' rVV 1 1/2' Ibn- PENETRATION OF THREADED AREA TO EXISTING �— ^— WOOD HEADER. isEE SCHEDULE mi SHEET 1s) .. J 1 /4 0 20x3/4' SS. MACHINE 6 0 CLASS SCREWWS 17/ 1J4'-20 NUTS . Bm: O.N 19 x NG I BLADES (D & GLASS-4 VIAL s I •,i°n iY III. .1t," OP•00NAL r• _ S . �FlN�tstl t ti i LA lVaSI1NO MIN. L 2 x4' WOOD HEADER REQUIREDON O ;iiillllll### + ftI j 3. r.r' IX �—<SEE SCM©ULE ONTSHEEEJIJ MIN. SEPARATION TO GLASS L 1 EXISTING(SEESCHEDULE ON SHEET it) GLASS--� E F - � "a . 't�uj�f1/4"0-20x3/4" S-S. ( C--�i . . ;MACHINE SCREWS V!/ / ;1/4"-20 NUTS @ 1i`-� • r:� O.C.�OR 18 C WONT WOOD Iv00D PLATE REO'D. 5 N OR } �- 5 -1/4'0 TAPCON OR TAPCON WITH ADVANCED :{ THR RA TECHNOLOGY W/ 1/2' PENS �- � Min. PENETRATION OF THREADED AREA INTO PU(WOQD (SEE SCHEDULE ON SHEET 15 EXlSTiNG MIN- 2"x4" ' 1 -1/2" MIN. CDX PLYWOOD REO'0. STUDS 8 16' O.C. MAX._ REQ'D. PLYWOOD TO BE SUNG MIN. 2"x4" STUDS B T6' 0-Cm MAX. REQ'D. ATIACHED TO srUDS IN 'WOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE MATH H SECTION 2308 OF THE F,B.0 SECTION 2308 OF THE WAI I SN I INCTAI I ATlnhf F.B:C- ;ll 1 I I[ r 1-•E 1' Ain. •: : ' 1/4"9 TAPCON OR _ NOTE, N 1/2 N. CDX, �� TAPCON WTrH ADVANCED THREADFORM TECHNOLOGY 1SEE SHEET 4 FOR ICAL SHl7ITEft ASSEMBLY. L: A"OCC REQ'D. `. W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD 2-.UOUNT(AG SECTIONS BE MJALL FINISH—� CO'.UBINET) IN ANY WAY T (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATbN. ® HV WALL ,SILL INSTALLATION ♦ SEE UMAXnaNS OF USE OF BLADE !S ON SHEET : A\j 1"1A A'" fJt y ^'o 02017 ILTEW. INC. (V11i4 N F? 4 ;.17A, . TILLIT TESTING k ENGINEERING COMPANY " 6355 MW' 3B6!. A, Ste. 305, NAG:IYA GAFDrE9% nJDRQA 33 Phone : (W5)871-1530 Fox : (305)671-1531 o m S7�I�K. PI� . ,1}4 t�r`I411' E6 GOG671aoLcom �vH Ef 'Vj rY WALTER A TLL[r Jr. P.E. E. 6 /OAT FLORIDALic. { 44167 TAPCON OR TApCQN TO SCHEDULE ON SHEET 15) 2"x4" CONT. SILL / PLATE REWIJ. VW�SEI-ARATION TO GLASS (SEE I dXGLASS € I/4"o-20x3/4' S.S.- - 6 MACHINE SCREVIS USING 1/4"-20 NUTS t ` ® 12' D.C. I 1 1 l�CRa8 OR r • iv 1" M;'n. 1/4-0 TA. -CON OR'TAFC WITH ADVANCED CONT I THREADFORM TECHNOL G'f 1V/ 1 1/2' -=SILL PLATEI y: ! \ MIn. P€NETRAT30N OF EARED ARul 70 EXISTING WGOD HEADE REOb I; . (SEE SCHEDULE ON 15) FINISH- R� HV WALL SILL INSTAL q ION \ A.s.s.a. American Shutter Systems Association, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 GOOL (Non High Velocity Hur6cone Zorn Cr•)2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV. BLADE #1 W/ OR W/0 N.V. WINDOW 8 ADE V. N OESCRIPtbN DATE -OWN Sr. L.C. 1 I OLD _"i5-O8I ID7/77h_, DATE n7/27/17 3 IDRAWING No 4 1 ==4=1 I 1 17-'107 I 1 5 1 1 TWALL FINISH 1 /4 u TAPCON OR TAPCON WITH ADVANCED .�--/--. j� T,'\::• ) THREADFORM. TECHNOLOGY Vt/ 1 1/2" Flip. PENETRATION OF THREADED AREA TO . EXISTING WOOD HEADER. ,11 (SEE SCHEDULE ON SHEEP 1S) EC .1 OPTIONAL a HEADS G INN 2"x4' EXISTING HEADER RE4'Q GLASS � MIN. SEPARATION TO GLASS t' (SEE SCHEDULE ON SHEET 1 4'X6' (Min.) DUSTING WOOD BEAM REQUIJ 1/4'0-20z3/4' S 5 STRUCTURAL. ADEQUACY OF EXISTING WOOD BEAM - 7" MACHINE TRUSS HEAD sn. SCREWS TO BE CERTIFIED BY REGISTERED EMGINEER OR YJ1 1/4 W/ i/4=20 NUTS ARCHITECT PRIOR TO ED ,'.�EO— [0 0 12' O.C. SHUTTER 7NSTALIAT7(hN. j, f Ofl) 1/470 TAPCON OR TAPCON 1WTH ADVANCED ' II J 257' THREADFORM TECHNOLOGY i Max. W/ 1 1/2" Min., PENETRATION OF THREDED AREA TO '}CEO, % EXISTING WOOD HEADER (SET SCHEDULE ON SHEET 75) ^, _-•�.,,.� CS) HV WALL HEADER INSTALLATION t -SHEET 4 FOR Tt?ICQ_ SHURER ASSEMBLY 2-MOUNANG SECTIONS CABI BE COMMEED IN ANY WAY TO SUIT ANY INSTALLAYY.IN. ( MIN. SEPARATION TO GLA t EX(SEE SCHEDULE ON SHEET GLASSGASS I t t ( WALL— Ti--;i FNLSP./ 2 x4 COrI � 1, `. LSILL PLATE 5 .! -�7 P' 1/4"0 TAPCON OR 1— 1 TAPCON WITH ADVANCED Mi THRE'ADFORM TECHNOLOGY W/ 1 1/2" Mir,. PENETRATION OF THREADED AREA TO EXISTING WOOD PLEADER. (SEE SCHEDULE ON SHEET 15) 1/4'. Max. 1/4:0-20X3/4' SS, PHILLIPS. TRUSS HEAD MACHINE SCREWS W/ 1/4"-26 NUTS 0 12" O.C. P.E. ms-nw GLASS i i 1 }�14z3/4' 0 IS. or 13 or T 5 OPEN BOLE AT EACH I STUD TO ACCEPT x 5/1610 TAG SCREW 4� AT CENTER OF TUBE. n EXISTING i y y S N GLASS. TO OL II OR i ON SM I T V CEILI [G INSTALLATION ATH LAS TO CLASS SCHEDULE a. EXISTING 11Put U1 ALTERNATE ANCHOR LOCATION © i V 2"x6' MIN. WOOD f DECK EU(N0 FINISH ALLOWED) EDGDGOF E LI DECK IFAPii1C.ABLE 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM=' TECHNOLOGY W/ 1 1/2" Min. FENETRATiON OF THREADED AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) USE FOR /1 ya9 �; BY FLOOR INSTALLATION 02017 TILTECO. MC. e �-j IL ECO TlLLR TESTING & ENGINEERING COMPANY • . '' 635S H.W. SSa SL, Ste. 305, YrSx" CAIAM F R,4C 33 (305)871-Mii I Fax : (305)07-1531 rr��aa\\\\VV y. a—iral: GTteccowLcom r,tii ,r7' EB-0006719 VIALTER A Titur Jr, P.E.�IAT1 CAC /L\ATC FLORIDA L'a. 144167 or O3 or 15 ram•, OR 1 WIRY CEILING INSTAi — 10OR 1�~ F— MIN. SEPARATION TO GLASS (SEE SCHEDULE \_ I ON SHEET II) 'a E7:IST11G � $ G g' ' HEX GLASS — W'ASHERSHER HEAD TEY. SCREWS 0 12' o.c OFF DECK IF APPLICABLE (IF APPLICABLE) EXGT04G WOOD TRUSSES OR RAFTER ® 24' O.C. REOUIREO EXISTING SOFFIT '3/4" Max. THK. Xx4'XIJ5" CONT. NUN. TUBE (6063-Ts ALLOY) W/ (3)5/16'0 LAG SCREWS TD EACH RAFTER OR TRUSS: LOCATE FAG SCREWS AT MIDVIIDTH OF EXISTING WOOD MEMRER. (2' Min. NOFAN'AL WIOTH) L'1/ 2" Mirk, PENETP.Ai70N OF. THREADED AREA, VALID FOR INSTALARONS WITH 72ps1 MAX; A.S.D. DESIGN LOAD ANU 9'-0' MAX. SPAN. THIS IN517JLATION i5 ONLY VAUD FOR WOOD W/ MIN. 'SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2. OR EQUAL 1/4".0 TAPCON OR FAPCOWITH ADVANCED PENETRATION TECHNOLOGY Y W/ i 7/2' 1Fn. ' 2" NM. { OF THREADED AREA TO EXISTING V1003 HEADER. (SEE ' SCHEDULE ON SHEET ifi) HV WALK —OVER INSTALLATION A.S.S.A. American Shutter Systems Assoatation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2'X6" MIN. WOO DECK REOUIRVED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 2017 EASTERN METAL .SUPPLY, INC. aww-" ■ "04 "V TM Accordion Shutter System Kv aME #t W/ OR w/o KV. 1WWOW RX E CAWING No 17-107 E%5iIN6 fi1A.5— 1�EA..CNCR Out 6" OL Wet —/�LQ L/tOZSJc SMS. lJ 1 OR i END CONNECTION DETAIL.:) END CONNECTION DETAIL 3, PLAXEr (LWAEA:STE 1/3 Qry1Eq;5 AT CE MN. 0166 C.Q.0_V_ Ol SEE GCFXL k F6R J 96: CO:aE0710Y TO TPa M.- RNM 1/f FII+E 1 . 7m00 M06M a END CONNECTION DETAIL * END CONNECTION DETAIL 9j Fx gm X END CONNECTION DETAIL ,, 2'DETAIL .• %*14V"7 ....... 9,•2017 TILTEOG, WC. •;. TIWT TESTING !C ENGINEERING COMPANY Q /(./ _ Q. r 6755 Rw. 3ft. SL: _%W. 305, Va6W,h GARMZ, FL6F2H 33 Phum : (305)871-1530 . F= : (305)871-1531 e-mc7: Ulte¢o®¢oL¢an = �+ •� ku •VUZ(�n �{,p{ OAPAL•� � EB-60667iR wALTER a nulr j.. a.>= P.E. SEAL/SIGNATURE/DATE FLORRA u¢. f 44167 $I END CONNECTION DETAIL fg • RE" mm M&Y FW 6Ps1s 6itiATE3 T ,, tr-, • SEE LJldRATION3 aF USE FOR BLADE lA ON SHEET 19 BUILDING A.S.S.A. American Shufter Systems Assoclotion, Inc. 4268 Westroads 1{s`nive West Palm Beach, FL 33407 C OL (Non High Velocity Hurricane Zoni © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV. MADE #1 W/ .OR W/0 KV_ WbW BADE V. 6ESCRTWH 1 OASE DRAWN BY LC 1 9 OLD 15_0 h7/ni1 netc� ni/.c7/, AWING No 17-10% i� MAX. ALLO WIND SEE' CONN DETAI 10 & FULL ELEVATION kM s- N TD � EXISTING GiA55 .SEE SCHEDULE L14 %07 71 FOR SLh7EQt AND C'N YLS £4EET FCR BLADES �0 & 0 _- v�J_-__-_-__--__--_____mac ________ 1A i 21 Qlj i2 '$ L� TYP. SYMMETRICAL '�, TRICAL CENTERMATES.3• W/ ttza- � AND W/0�9, (Sl NOTT 4 ABOVE) Pr . N 1. MAX. AS.O. DESIGN PRESSURE RATBNG: +110. - 11O psf. 2. IVY- SHUTTER SPAN: 98 3. ALLOW MOUNTINGS: A. D. 0 & H ON SHEETS 6. 7. AS WELL ,AS MOUNB NCS M. 0. T. U & W ON SHEETS 16 -& 17- 4. ONLY. CEND7iMATES (272 22} (I DEN W/ (2I OR J2�1 ARE ALLOW WITH ® AR tN A SYM�6Di(C1.j. OR OPP03`iNG IAY'OiUT. 1N CASE OF' OPP�tJG 1 MUST BE INCLUDED ONLY AT WERIOR ACCESS SIDE OF CENTERMA 5.'(A) HV WINDOW BLADE 7@ SHELL ONLYALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR (a PER 'BLADE AT SPACINGS SHOWN ON SHEET 4. (S) MIN. CLEARMICE FTMA TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY' 3 C HOLE F0SHALL BE 12'. (C) FIRST OR LAT BLADE COMING OUT FROM STARTERS A7 ENDS MAY BE HV MNDDW BLADE 1 (D) HV WINDOW BLADE'@ MUST BE USED ALTERNATE TO A SOLID W SLAOE 7O THROUGHOUT SHUTTER'S WItmL CFJ�ERUATES SHALL ALWAYS BE.- INSTALLED ADJACENT TO A SOLID HV 1 AT.ERMER SIDE OF THEM- E (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED ,SO 74q TABS FACE THE RREPoOR. OF THE OPENING BEING PROTECTED. HV WINDOW I& MUST BE ONLY INSTALLED AND LOCTLED USING A HV SETTING TOOL PROVIDED By ASSA, N IQ & SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS' INTO WOOD FRAME 13UILMGS ON SHEET 15. AS LIMITED ISY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMBED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTIR E-1996: WIND ZOME MINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 1 6.25' tWKUA bUlW G GUUE (ROn, Nigh Yetocity Hurricane Yong 0-2077 71LTECG. INC_ 02017 EASTERN METAL SUPPLY, INC V � � � A BERTHA HVTF, i L E C O ,>" Accordion Shutter System . . . . hv. MADE #, w/ OR w/o Kv WIrnoW RADE TILUT TESTING do ENGINEERING COMPANY �marlCcn ShYIf9r Sys#ems EV. N DESCRIPTION DATE ORAWfN BY: LC B355 t1W. 36Lh. St, Ste. 305. 14k M4 GARDENS. RCRCA 331E Associa�Iort, Ind. I OLD is-oss 7/27/, DAM. 07/27/17 .....A` Fhcn 1 (305)871-1530. Fax : (SO5)871-1531 4.268 Wes{roads Drive 2 ~ 1 DRAWING No ti Al a Mm7: tlwuaad.w y �(, �b{�i,,•'` EB-GOD6719 Wes{ PDIn Bench, FL 33d07 5 ' -•s ie ix�+' WALTER A. TILR Jr. P.E. 4 1 7-107 P.E. SEAL/SIGNATl1RF/nA.TF FLOC Lie. a 44167 5 T .6'x 1 1/2'x 0-035' THICK. — , VARIES Min. ASTM A-653 GRADE 46 .I —2• Max. Min. C 6O GALV. STEEL 1 1 METAL STUDS AT 16- O.C. a t .3/4'x 6 1/4 i OA35' TACK 1. i 4 CONT, Ca.V. STEEL TRACK- CN%%''NEt i ASTU A-653 GRADE 40 6fiN 0-60 1 GALVANIZED FASTENED TO STUDS W/ (2) #5x1/Y TEK .SCREWS ON 1 INTERIOR & ECFER10R FACE ; EXISTING 'x 6 1/4'x 0.035" TFFICK M6,. CALV. STEEL TRACK CKANNEL, 1-653 GRADE, 40 LTm- G--60 17ED FASTENED TO STUDS i6x1/2' TEK SCREWS ON R & EXTERIOR FACE' of W 6-x i 1/2 x 0.035• THICK MTn- ASTM A-653 GRADE 40 WT . G-60 GALV. STEEL METAL STUDS AT 16" O.C. �43a o.a f INISH f#ICASUE MIN. SEPARATION - TO GLASS (SEE SCHEDULE) ;TING FMfSf" APPLICABLE 6' O.C, 6" O.C. 43G � INTO . METAL. STUD WALLS 6 GENERAL UMITATiONS AND CONDITIONS OF USE: FO— BERTHA() W BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALL I- MAX. A.S.ID. DESIGN PRESSURE RATING +75, - 75 (Psf) 2- MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4, ONLY ENTERMA E.21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRAN.GEQ A SY METRICAL LAYOUT_ USE D (2) (6n LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT 35 Y' ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 'I I` BLADE SLACK DETAIL H-VF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1O ;fxa% WALL HEAQERJ/SILL, INSTALLATION _ .— - - - - _ Xi, I NG G�_�.. SYMMETRYCALr..: I' SYMMETRICAL 43a 436' 43c t CENTERMATES W/ CENTERMATES W/' ! ; :;.EXTERIOR ACCESS SIDE I - :.INTERIOR ACCESS SlDF= Min.) 2.b00" fdpxi f- 0 3D' 43 1/4"e NOMINAL ALUMINUM SLEEVE 6M-T5.ALLOY SEPARATION TO mQLASS SCHEDULE Max. WIND ZONE I M N MUM AMU E-199IS SEPARA17ON -J(a3c IMM, +., Tn i`n Ace VG FINISH AS APPLICAELE TOP & BOTTOM) MIN. SEPARATION VAP.IES TJ GLASS 2- SEE SCHEDULE) Mak- i V tN , 43 1 4"0- 0 3" BOLT MUST PENETRATE 43c 1" 1.373 �- " 6 m `1/4"0-20 THREADS 43c 1 /4' 0 ELCQ CONSiRUMON PRODUCTS FAB—LOK HD COMPONENTS SCALE 3/8"- ,' , S/4'x 6 7/4`x 0-035' THICK Min. ,tONT_ GALA STEEL TRACK CHANNEL, / ASM A-653 GRADE 40 Vin. G-60 i GALVANIZED FASTENED TO STUDS e_7 IER[IOR#&xSEXTERIOR FACE l; ON I L�1 �•, `•`, it / • �i 'G�1 'iJ �� ! \J i L0.^.P.T�E.F) AT ------ ------ -- ------ �`I-- /-------- --- ... -------- ! ---- ! HV HEADER/SILL _ VIEW Y Z 3 1/a" (T),P-)� (6" Min.) 24 ----- -`--'----- SIDE CONNECTION TO TRACK 6 1/2" (TYP-) 7^- '' T I (Cont-) HYA HVC 6 ,/z" �LAr_ sLAGK *� HYB BLADE SLACK DETAIL HVF FLORA BUI D1NG CODE (Non High Velocity Hurricane Zone qq s 5*f144`jt �•i4. a a cq 02017 TiLTECO, INC- @2017 EASTERN METAL SUPPLY, INC. PP VTM 1TUL-Ecom.- A.S.S.A. Accordion Shutter System KV. BLADE #1 W/ OR W/0 KY. WINM HADE TROT TESTING & ENGINEERING COMPANY American St11Ift9t Systems . N DESCRIPTION DATE 17R M BY: LC. vt 6356 N.W. 361h,_ 5t. M} 30% VUMIA GARDENS, FLGRok 351.6 Association, Inc. 1 OLD 15-08.5 7127/7 DATE- 07/27/17 •' �I+ •� ' ♦E Phrn : (30 )871-1530 . Fax : (3DS)871-1531 4268 Wes-troads Drive 2 DRAWING No ., • f � T .. a-m01: CM6Opd.com - � 9 �,��++t�[ E6_DOD6T15 West Palm 6egch, FL 33407 3 TER - -- P.E. SERC�AZ I2E%BATE WTILUTi-f P_E s c 7 j (}] FLORIDAFDfi'tic. $ 44167