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HomeMy WebLinkAboutProduct Approval w Business • Professional Regulation _ SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search bpr s Product ApprovalUSER:Public User RECEIVED Product Approval Menu>Product or ADDhcation Search>Application List>Application Detail • FL# FL389-R9 MAR 2 0 2w Application Type Revision Code Version 2017 ST. Lucie County, Permitting Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Email FILE COPY Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. L Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF F1389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE M.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'-11' Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2-,- Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)- Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: A,Ot RECEIVED MAR 2 0 2018 GENERAL NOTES: ST. Lucie County, Permitting 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D) 0745 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WIT 2017 N EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCRY HURRICANE ZONES. OESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION SFI TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A-SLD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. !N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1� HV B (1l A, w BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TMRU 15, 19 & 20. GENERAL NOTES SHEET 1 1N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.L.D.ASV TESTED, WERE NOTAST OVER STRESSED,A 33 77 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS -FD THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION'M FASTENERS S W000. SYSTEM COMPONENTS 21-17 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOVACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.7.2 OF THE ABOVE FNTI AS PER ATL REPORTS: TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 IYPM,AL WINDOW BLADE &WINDOW DETAIL -HV BLADE 0' 00214.01-03, /0715.01-03, 11004.01-05, /1214.01-05, /0317.02-06,#0609.01-10 AND 00210.01-I1 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND AR A ' NY B ATJ (]0.ND HV WINDOW BLASE t5A1 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2 &3)& /7220.01-10 AS PER Tey 201, 203&203 PROTOCOLS LARGE MISSILE. (}THERE APPLICABLFI -HV WINDOW BLADE 0#050501-08 AS PER ASTM E-1886 AND E--1996(MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE AND HV WINDOW BLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V. ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE#14.2.75'AND/14.1.75'RESPECTIVELY, 410-M MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Mi YIELD STRENGTH AND 180 Lai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CFNTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MNNUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kti AND 35.7 kv FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ! ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEED AS PER DN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 AND SI4All COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEWLE- CONCRETE & BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HN BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 10&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S. THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART B/U.S.PATENT 15"458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 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/CAULK 3: HV WINDOW BLAn ON y ALL SHUTTER COMPONENT EDGES WHICH REMAIN,TMRU FASTENING IN CONTINUOUS CONTACT WITH THE BUIL INC TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 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 HU LOCKS. AREA 4: HV WINDOW BLADE n ONLY 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 INSTALLATION DETAILS`, METAL SND WAILS SHEET 20 PLACED FOR EVERY OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SWIM SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13.(0)THIS P.E.D.PREPARED BY 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. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RE'SPONSIBIUTY. (c)THIS P.E.O. W01 BE CONSIDERED INVALID IT ALTERED BY ANY MEANS, OBTAIN PERMITS IN THE STATE OF FLORIDA (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 BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E 0 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. °' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �'i tl P\� ��✓Z 02017 nLIECO.INC ®2017 EASTERN METAL SUPPLY, INC. 0o E AIA7 r'��t,EiV$ '• 9 .�� TM U-1 Clid ITL1E C O IIiC. A.SI.S.A. Accordion Shutter System * ' H.V. RADE X11 W/GR W/0 H.V. WINDOW BADE a�Tb� American Shutter Systems �.N 1ESc�I DATE DRAWN fiY: L.C. r-H O C bTATF U TLLLI7 TESTING & ENGINEERING COMPANY A980CIOtIOn, Inc.w �'AS 635!NW.}sm,SL.51�.305,NPdNu.ARDDVS,ROPM 3316 OLD 15--085 07/2711 DATE: 07/27/17 O Pnon•:(305)871-1530.F..: (.105)871-1531 4268 Westroods Drive 2 U U (� \FpA7 •- 0:Vlt s__ West Palm Beach, FL 33407 3 DRAWING No W Q v 'S_'S/�NA�E °iFF WA TER 'ITER 4.RE 4 �-107 P. SFJtt�S+proAYURE/DATE FLORIDA u`' 14.1 a7 5 SHEET e 1 OF 20 H In 3'r ran•w00a BUaE® VARIES Z44* N ' V HV SOLID BLADE 75 COVERED UNDER US PATENT 05 HV = 180' STARTER 5458179 OHV UNIVERSAL FLOATER - QUALIFIED FOR USE W/ HV BLADE`C1,; n HV BLADELIFIED F1 USE W/ 1A HV WINDOW BLADF- 6005-75 ALLOY AND TEMPER �`�//QUALIFIED FOR USE W HV 636-T60 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE I I) 6063-T6 ALLOY AND TEMPER 6- 1.500- 6063-T6 ALLOY ANNDD TEMPER .37 124' 1- 26 0 .67'... 2.226' o _994' 1 72 T-. m e.2 �e o $ -I _ m5' z• N CI NV ADJ. ADAPTER W/LLP !_ 4.436' 12 6_- QUALIFIED FOR USE W/ HV y --.920 BLADE 1 '8 HV WALK—OVER TRACK ©HV ADJ. FLOOR T eCK OUAUnED FOR USE W/ HV 0 HV TRENCH TRACK T 6063-T6 ALLOY AND TEMPER 55' 3.7 ' QUALIFIED FOR USE W/ HV BLADE(1� QUALIFIED FOR USE W/ HV n 6063-T6 ALLOY ANO TEMPER BLADE R BLADE QT ONLY. (1 HV RAINGUARD 6063-T6 ALLOY ARD TEMPER VARIES ;,� 6063-T6 ALLOY AND TEMPER `QUALIFIED FOR U E W/ HV i' 815' c , VARIES 1.836' .917• ,^` 6063-T6 ALBLOEAID TEMPER � 5� • a�...._rg OB3' OBJ' ___.__...._ .100 _I r J . 0_. - N .060" 0 •670 ', i ♦I yp3' 7•. Cpl j 6701 1.686' 670 1 3.520 3.528' 1 HV HEADER/SILL �, 7 ' 11 HV CEILING HEADER 11� HD COILING HEADER 0 IFIED FOR USE W/ HV BLADE(I)ONLY. QUALIFIED FOR USE W/ HV BLADE( ONLY SEE SECTIONS FOR VALIDITY.- 6063-T6 ALLO AND TEMPS QUALIFIED FOR USE W/ HV BLADE Cl) ( HD WAIL HEeeER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE r_1)ONLY. 6063-T6 ALLOY AND TEMPER I �] COMPONENT A T. TI T2 Eid MN X MN-V AML! I rl � I 2' 5'MAX.i 1/6' 1/e• 1� 2' S'MAIL 1 0.192 10.192' i 1 b SIDE ANGLES -----�-------- Q'GALIFIED FOR USE W/ HV ALUMINUM ANGLES (1 22.5' 7'MAX.10.190' 0.19;' ' CORNER POSTS BLADE T _ UALIFIED FOR USE W/ HV QUALIFIED F0�USE . HV --- BLADE 6063-T6 ALLOY AND TEMPER BLADE 7 ONLY. lyel 2' S'MAXI 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t .(c�""'�� FLORIDA BUILDING CODE Non High Velocity Hurricane tone 1111 \`Vk ` 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. '.10EAISF �r9 B R A MTLECN Accordion Shutter Sy stem H.V. BLADE #1 W/OR W/0 H.V. WIIDOW BLpnE _... , ����� * T TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems �,.a 9Esu1rTloN lL ORNYII�,, L.C. /ri,]�OF ans u.w.Jfiu-u.Se..305.,nPcnu r..AOt>as,mm .I.I,a A390CIatlOn, Inc. 1 OLD 15-085 7/27/1 wtF: 07/27/17 tp--"SMA,J��Z4E/DATE oe� Fn_ (305)871-1530.Fa. (305)871-1531 4266 Westroads Drive 2 rl �'' �,1111 '--A �aine�9���m West Palm Beach, FL 33407 3 DR+AWING+No ••• ••• \ 111WAITFP Ay MUT Jr. P.L. 4 1��1O7 I'LOR10A Lk /44167 5 SHEET 6 OF 201 4.576' 1/4 1/4--20 _-OE CAST -745* T-, 0 FLAT-20.1 -------- !A0 IN (241OWED PNWED 0 8 "1-DE CAST L HOUSING EXAMEL AW-1 91A11D pq D'A' 1. .082'. @FIASS CYLINDER -ki KEYS TURN NIED ir2 . ......... (CHROIA PLATED) PLATED) 'o, II (CWOME OUALIFIED FOR USE W/ HV BLADE WHIG CENTE d r ® HV EGRESS LOCK 41 U CENTERMATE P& ONLY HV FLOATI 6063-Tfi ALLOY AND TEMPIf OU IED FOR USE HV BLADE I A ONLY QUALIFIED FOR E W1 HV 6063-T6 ALLOY AND TEMPER BLADE r QUALIFIED FOR USE W/ HV @1 HV CORNER CENIM&,TF. A ONLY. BLADE(D ONLY. 0 ai�LIFIED FOR USE W/ HV ONLY250'O.D. 674 6063-T6 ALLOY AND TEMPER ;17 " PLASTIC NE1,1,D I r F-0 4.045" MOLDSCREW 1 753" 1 OT 4:360"AFTER RIVLTIN BEFORE RIVETING 1/4"0--20 x 3/4" S.S. THUMBSCREW VA"111-20 RIVNUT* *SMES 9444 IJMINUM(2024-T3 X10Y)LARGE FLANGE THIN SHEET NUTSERI,PART 111 0870.AS MMUF4CTORED By AVDEL PLAN n"ATION HV MALE 'T' L LE OCK CEMTFRMAI:E ------- FRRY TTXTORN,PARSIPPENY.NEW JIERSLY 07054 OR EOJAL LOCKER FOR -1- LOCK CENTERWTc QUALIFIED FOR USE W/ HV BLADE,01ONLY (� HV FEMALE "T" LOCK CENTER ME HV "T' LOCK Hy ALTERNATIVE LOCK QUALIFIED FOR USE W1 HV BLADE n 6063-T6 ALLOY AND TEMPER I ONLY QUALIFIED FOR USE W/ W BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPEV 6063-T6 ALLOY AND TEMPE�) W/4V BLADE J ONLY. BLADE(D ONLY. 5p 3.161 .00 F4 ,_U -i6 053' .214THUMffPJRN 062 CYLINDER OR .214 KEY CYLINDER -7' .214 0.875*W. `3U NO QCKING RODi HD CENTERMATE .12V Mo.. QUALIFIED FOR USE W/ HV BLADE(1)& If QUALIFIED FOR USE W/ KV LOCKING 800 0 -1 6063-T6 ALLOY AND TEMPER GLAOE-'I' VAIRIES. 12*MINm 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S 1NS9RT -j QUALIFIED FOR USE WZ HV BLADE 1,& ',-A S. & 00 3/0*.-16 6063-T6 ALLOY NO TEMPER (SEE DEIA") *1/2- :FTHUNi;T� D CRL OR K �n Min. CYLINDER LOCKING ROD 1.78 M­ QUALIFIED FOR USE W/ HV BLAXIE(, HD LOCK 6063-T6 ALLOY AND TEMPER C6, Hy 3/8"0-16 ACETAL W 20 AJSI 304 By RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. )INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS SRIS.S. THUMBSCREWS OUALIFIED FOR USE W1 HV BLADE J& CA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR.V;jF,,Yj,1 HV ALADF 1 QUALIFIED FOR USE W1 HV BLADE(t.) FLORIDA BUILDING CODENon High Velocity Hurricane Znne, 02017 T-LIECO,INC, @2017 EASTERN METAL SUPPLY. INC. —gE#MHA-RV—T Accordion Shutter System T- -E 7 Z�10`Mc o ,�-c A.S. KV. BLADE #1 W/OR W/O H.V. WNDOW BLADE STING & ENGINEERING COMPANY American Shutter SysternS • STATE TILUT TE 1 S!RM-IN L-C. 63SS N W 3&A.�.511,305,wPGNA GAR"S.fl,�MI, Association, Inc. I OLD 15-085 lll�Q/I DA"_ ,/i7/17 Pn—:(305)071-15,30 F..:(305)871-1531 4268 Westroads Drive 2 OR 1 —61: West Palm Beach, FL 33407 —3 19DRAWING P.C. i6 7 WALTER A-TRLR 4 P.E TE FLORIDA L. It 44187 5 SHEET 3 OF (w SHUTTER ASSEMBLY SCHEDULE FOR HV M,._H�V 12'MIN E Z625* TO 9LADME (D HV BLADE 1 W WINDOW BLADE 0�25 .0625- fgn HV BLADE 1 A Y ............ SLADE'S HV LONG RECESSED NYLON BUSHING KNUCKLE 06251 Z_c TP) 0.062,1- HV SHORT RECESSED NYLON BUSHING i'FN . j RI (D OR (a FLAT PORTION EXM.M HV NYLON HAT WASHER 02;p 50- HV WHEEL CARRIAGE AJSI 302-303 SERIES 4. 50 0.870"x3/16" THICK NYLON WHEEL 2 718-MINI Mv w*joow ✓ CLEAN 315,0 SEPARATION 3.7500, 0.188*0 AISI 302 SERIES S.S. RIVETS BETWEEN .0625,iff-olm. ­......... ........ 8uNx &5 3/4- HV 1 3/4" A CORDION PIN W1 #8 HEAD EXTERIOR op ON CENTERS NIF!"Y, .7500" Y —---- _---- f. 7p' _jI/41. * HV 2 3/4- ACCORDION PIN W/ #11 HEAD "A4 IT cETLFAR.1 TYPICAL HV WINDOW BLADE AND * POLYCARBONATE IMPACT RESISTANT HV WINDOW— I I T— � 'POLYCARBONATE HV WINDOW DETAIL AOR ® orAEOUI L OTE FOR (D OR 9 POLYCARBONATE IMPACT RESISTANT T MMENTS) _y-WINDOW SAYER MA.<ROLON 3103 POLYCAR85HNATF RESINS, UV-STABILIZED GRADE OR SABIC 12'MIN, E TO BLAIW INNOVATIVE PLASTIC LEXAN 103 RESIN by A�EQUIREMFNTS AT EXTERIOIR BLADE KNUCKLE FORII I (1)OR Q I (SEE NOTE -F- ON SHEET 19). ......... (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR 1pwu� HV 0 BLADE. P�JCAL SHUTTER ASSEMBLY l4v PIN OR ft.AT (2) HV PIN �) MAY 13E USED IN LIEU OF AND ONLY AT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O M 32.--\ (SEE NOTE * FOR Dm o�*t., o.� fa BLADE WHEN CORRESPONDING TO INSTALLATION "it", SHEET 7. .04% 1 REOVIREMENTS) MIS"mo=w, K39 9.�P..i 9.5w­.. P ILE. slw%"A, 07W 12-W pf.l. 13.� 11., TY (3) HV PIN @ OR 0 W1 1/2" O.D. 1/16" THICK S.S. WASHER IL"Um 3.6'000 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEELCARRIAGE DETAIL ASSEMBLY LAYOUT WM OF BL� 91P2 0ENSM ASN D2"3 472 X $4.6 X W m I S. sw CNRCN Am olon IM'F ON'F ..165 TDW gf�MIR*WLAIM"A- 4� — ..I, 6640 hai I .1 ffl HV BLADE SOLID & HV WINDOW BLADE DETAILS STAM BUM WAT�UM4 m&U M, w N.T.S. TIFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' k /I 0 2017 FAS7RN METAL SUPPLY, INC. 02017 IlLTEC0. I,` BERTHA HVTM A.S. A. Accordion Shutter System 11LIEC FLV. RAM #1 W/OR W/O KV. WHOON BLADE 0 INC. 71 LIT TESTING k ENGINEERING "Ar" American Shutter Systems REV.N. oiscgipnom DRAM BY: LC, J Association, Inc. I OLD 15-085 07/27/1117 DATE. 07/27/17 COMPANY NV.3 St.. FLOWA 4268 Westroads Drive 2 (305)571-1530 Fc,:(305)871-1531 --DRAWING No sS/ONAlE�6 ,L1 .—P! West Palm Eleoch, FL 33407 3 - W�LTEEB'0006719 4 17—107 AA.TILUT J1.P.C. rLOR"L-1"167 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 a 1 *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATORY CONDITION/1: ONE HV LOCK�&or 0 SHALL BE CISCO AT 1/2 OF SHUTTER SPAN FOR ANY SPAN (, I •�g,.� OR 12'ABOVE OR BF OW g2 OF SHUTTER SPAY FOR SPANS UP TO 105". AND FOR INSTALLATIONS T ANY I ELEVATION. MV LOCK" or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 121 OR CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 O 2. � * IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV- ®^A j LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES R] r r R SHALL AS INDICATED ON NOTE (1) ABOVE. LO LOCA`("ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTION&COINDITION 112 AfAILM ONLY JI OR .f �2 6 lISEO W/11NQ H.V. LOCNS)c LOCKING RODS ARE NOT REQUIRED AT_t(URRICANE POSITION, BUT MAY (I CA � 4.+25 BE USED IF DESIRED TO ENHANCE SHUTTER PE.RFO MANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE 'E'' / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ' ONE HV LOCH SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN yyg$ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK Q4 or gj SWILL.BE USED AS AN OUTSIDE OR INSIDE. LOCK. 11G I ATTACHED TO IN CORNER CENTERMATE W/(2) 1/r 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �S 5 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HDC-kw_ MAXIMUM SHUTTER SPAN SRALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. gig s. �{ ONE ALTERNATE HV LOCK MAY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND 91 &TYi INSTA CATIONS AT ANY ELEVATION. Al NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT y OF 1/4'0-20x3/4' S.S. THUMBSCREW TO � OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. ��� � •A'0 I bg; RNNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 7t, LOCKS AT 1/3 OF SHUTTER SPAN. I AN 8, •CORY CONDITION /T FOR KEYSTONE U(ll INTING INSTA•t ATIONS• ONE MV LOCK® or �''.1 or 2� SHALL. 8E j I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I To Y8'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK�or�or MAY BE USED AS AN INSIDE OR —�-- OUTSIDE LOCK. ATTACHED TO 11 or(l SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD SS. SEE END--• M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SE'S W/ CONNECiK)N I'1 1( -1'� OR Q Top AND BOTTOM IS COMPLETELY MANDATORY. DEI'LS ON D ! E N I J K L Y 1 r 18 TT'Ps.PUIL •NOTES ON W xi LOCKS AND CENTERMATES: HEIGHT. CE CORNER 1 .4 __.._-.. _—__ OF CO MALE - --...._ . a a _ _ �,�ONE ALTERNATE HV 'T" LOCK MAY HF INSTAIJ.FD IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ®p��/�1• ©a10 ®M I TMIATION AT ANY ELEVATION ALT RNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT ll._// t/J Of LOCK INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION MVG, SHEET 9, WHICH MUSE BE /.nl•®�(� ((�,•( ` CONNECTED TO CENTERMATES 0 AND�W/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" MAXIMUM ABOVE ANUT OR W1 D BELOW MIOSPANS USE OF TWO LOCKING RODS a_TOP AND BOTOMa*RIVNUT. LOCK MAY BE T IS MANDATORY ALLED AT Pµ OR 12" 6 ' 7�•17TIa6 • 7 • �:.�01®•�0o1®•(Sa *NOT QN HD LOCKS & CENIERMATES: 1. No LOCK�"W/ NO GEMRMATL x1 OR 32 W/ '<i ONE ALTERNATE HD LOCK(& MAYBE USED IN UEU OF TYPICAL 1 HY BLADE SHUTTER ELEVATION HV LOCKS t24OR;g FOR ANY SPAN ANO INSTALLATIONS AT ANY ELEVATION.ALTERNATE MO LOCK MAY BE USED AS AN INSIDE OR OUTSIOk LOCK.A]TACHMENT OF HD LOCK����j�%TO®IS W/3/8 x 3/8" F.M. S.SM.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS HDB—„VCS AND HDC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS;T5 IS COMPLETELY OPTIONAL- FLORIDA BUILDN on High Velocity Hurric.7._7.jr',e: T14 TLp` it 62017 TILTECO,INC. C 201! EASTERN METAL SUPPLY. INC. V,\C ENS' �9 ����/TM F 7N- \ ASSAI L ECO 1 �� #Accordion S�h�utterSys. WNWW �tEem / * American Shutter Systems EV.W DE.SOIMTIOLI DATE DRAWN BY: L.C. 'E F TILLIT TESTING & ENGINEERING COMPANY Association, Inc. a0 1s-0e5 D7/27/17 DATE. 07/27/17 N.W.36M 9.Le.]OS.VAfi1M QMIDCE6, 3J+ 000 '•,_�i,_. • 4268 Westrocds Drive 2 -���T�. (]OSU71-1530 Fox:(703)071-1531 DRAWING NO CO067ca.aom West POtrn Beach, FL 33407 7 ss�ONAL El1G�alLl WALTS a`�R', P E 4 17-107 FLORDA I;c 144167 3 SHEET IP.E. SEALjS1G'RlI�tURE/DATE 6 3 Of 20 ---CONCRETE ANCHORS POUND CONCRETE POURED POURED (SEE SCHCOLLE ON OR CONCRETE BLOCK REOUIRED REQUIRED REQUIRED CE-�\}- SHEET 13) .__.__....._... CONCRETE ANCHORS 1MACHINEDSCREWS S. \ ' ...-._.. 1©18 A EYSTDNE(SEE w m om SHEET)) (SEE SCHEDULE ON I W/ 1/4'-20 CONCRETE ANCHORS \ roR (SEE SCHEDULE ON SHEET 13) SHEET 13) ,NUTS O 12'O.C. 1. 12oR14 (- Min."' /._.1/4'x-20x3/4"S.S. rMin. EG EO MACHINE SCREWS 1 E USING 1/4'-20 NUTS jr-EO EO O 12'O.C. 1/2- i/2T I --' E. o• .250'Mux. -_ 13 «+ g ®3 oR -- 'IE 0.� n E 0.!.�`_-- 250' .250"Max.E.O.• E.D.• 1 OPTIONM. ONALoAn EXISTING EEI OR SEPARATION TO GLASS MIN.SEPARATION TO GLASS 1 GUISS _—( C SChEDULE ON SHEET 1 7(CC SCHEDULE ON SHEET 11) `^- ---- --- Ex15RNG v GLASS--�� �- A, HV WALL HEADER INSTALLATION --- - - HV WALL HEADER INSTALLATION (1 HV WALL HEADER INSTALLATION ATION + KEYSTONE EXISTMG T r-.__. _____ J _ M ...---TO Y 04 SEPARMION Cd.A55 �} 1 -+1� F.x'ASS "(SEC SO4MLE ON SHEET 11)..—_ 1 M OAA(SEE I I 1 OR `l�0 MW. SEPARATION ro GLASS IVNG 11 FM ANO"- `(SEE SCHEDULE ON SHEET 11) 01S %XTDR ! ' dAt R® EXISTING T OPTIONAL. CLASS- ' E.D.*. Ile OPTIONAL. 1/4-Ma.. F.. D. 1 Ell OORO ,I I .I I j Lr----- ---- 19 LEs - = .- `"f'."•�i1/4'.-20x3/4'S.S. \ 1 Min. PHILLIPS TRUSS HEAD ! 1/4'e-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING (SEE SCHEDULE ANCHORS ---' CONCRETEANCHORSANCHORS `\J'"`18 '—'—" _TRUSS Nfl1D MACHINE SCREWS 1'_ 1/4'-20 NUTS O 12"O.C. (SEE SCHEDULE.ON W/ 1/4^-20 NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 13) Mfn. POURED CONCRETE SHEET 13) / POURED CONCRETE_.e - OR CONCRETE BLOCK OR CONCRETE BLOCK 1 WALL REWIRED r 101c",ANCHORS REO11tRED D HV WALL SILL INSTALLATION (SEE SCHEDULE ON nHV WALL SILT INSTALLATION eTInN -- POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR EEWABIM_FOR OFSECTIONS: INSTALLATION DETAILS W/ I- SEE SHEET 4 FOR TYPICAL SHUTTER ' E. D. -EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR •1 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE(IA ON SHEET 19 Ili H Y`, B LA D E IN ANY WAY TO SUR ANY INSTALLATION. 111 P 0. FLORIDA BUILDING CODE Mon High Velocity Hurricane Ione CENSE•..'may 01.017 TRIECD.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA4 A■S.S.A■ Accordion Shutter System L E C O INC. H.V. BADE/1 W/OR W/O HV. WFDOW BADE • •'.Q o TILL)T TESTING B ENGINEERING COMPANY American Shutter Systems r� Y EY.N DESCRWTgN DATE DRAWN BN L.C. /�•'••�� �ORID,P,,,,:' y~\`` fills N.W.J6U.9..S. ]0'_.WV N.WRDpB,FLOMA pl Association. Inc. 1 OLD I5-085 7/27/1 DATE: 07/27 17.� PhO (303)071-1530.r0.:(-105)871-1531 4268 Westroads Drive 2 DRAWING NO �s/off 0 r —7:w1«o0oa.cnm West Palm Beach, FL 33407 3 ES-0006719 17-1 07 ........... r/ri•... WKI ER A Tp1R Jr.P.E, 4 P.E. SEAL/SIGNATURE/DATE FLORIDA u`/44,07 5 SHEET 6 0 OF 20 POURED CONCRETE ANCHORS Mk 50MMOIOI 1 OR • -- 1 p pAgs a ''(xc srXaT a+ 1 CONCRETE (SCE SCHEDULE ON SHEET 13) S M QAK(wII T EXIS'DNC REQUIRED �. EDGE OF It FO!E ON mAro GLASS----{ lax.snxANlOx 1 - _ _...._'1 ..-.. .....- _. ON SHM A , 3 SLAB II M.LCFS Qi! • tl�-(SR SOXDttt 9 APPLKIBLC -TING CLASS ALTERNATES 1 I i 1 EX�ST640 1 ANCHOR I�Q;t' LOCATION i i I 1 i 11 G{.ASS 1 y t /10x3/4'HEX WASHER HEAD 1 1 OR 1 3 OR 15 3/8'M+ �TEX SCREWS O 12'O.C. .8 1 EDGr. OF j $ IF 3A CONCRETE ANCHORS , - APPLICABLE (SEE SCHEDULE ON SHEET 13) FO ....Q -EDGE OF A fp SYMEDGE IF ...�IIHSS- SLAB if--i 1/2 1' 7: EDGE OF APPLICABLE STAB IF MN�IAAnax APPLICABLEE O— -EO POUFWD APPLICABLE PDURED - E.0.+� CONCRETE FIAT HEAD CONCRETE ANCHORS M GAM(5TF PoURED CRE�WIRE'OE (SEE SCHEDULE ON SHEET 14) j 1`MR�OAND 10 e _ FLAT HEAD CONCRETE ANCHORS REQUIRED aA6�axn, °R ® RE�an D -E.O.•— , D• -� (SEE SCHEDULE ON SHEET 14) fit TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. H HV FLOOR INSTALLATION t 1'JI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE /3. SHEET 11 G HV CEILING INSTALLATION E%FS1M,G -'-- taN,4P.AAtcx CONCRETE ANCHORS OUSS- r---_._ RPo-, cs (SEE SCHEDULE ON 7 ,/4'0 ITw fiWOEk TAPCON M/ g --- SHEET 15) Aa+A+LED TH11FA010RM O Or flAar+O EXISTING _r—.--._-.'- TECHHOIOG'r OR 1/a'6 POWERS I 1!4' EXISTING-"j GLASS-.t F/$iE)ERS TNi•EPx NCIgRs O EXISTING_1 GLASS MN.fEPMunOu ro n1A35 , ! MAX. GL SS -NSLI!Gana[Ox NAxT,I �1 w.cowls ro 1 3/4•M. OBFD6' IENF O I eFA StJ6utA a tt) QC.FOR LP TO V-0'SPAN AND 1 4.O.C.FOR SPAS LMOEN nVN 1/4* i,I.J 11 Vr, 5'-0'la M 8'-0'L4aX APPLY A OSEMAW At EANY FASTENTJI HEAD f UA%• (rw1 (se:NONE 7 IDN/ 112 ' ,tt 3 1 0.4 '` /10.3!4'HEX E..o• SHEET „rDR i1MTAT1016 3 8 - AX. "-- ----� i CONT.SENANF-'"-�'1� 1 WASHER HEAD t•!�� - --( -•r•- '/ - N. TEK SCREWS _ ._... i I 1 O 12'O.C. i�3/B i i i •1 4 /taxi/a' HEX HEAD__ +S 1 - I`•' 1 li. `• ,/f4-704-.-SS TS TEX SCREWS O 9'O.C. CONCRETE ANC110RS 9 _ _ -C6�.�71 3/ �-,1413/4'S.D.S. i i i i 1/4' ;i `-usING t/a'a-ZO Nllrs OR 1/4'0-20 S.S.M.S. �t j \./ O 9"0.C. -'�_ MGY. • O t2'O.C. W/NUI O 9 O.C. --(SEE SCHEDULE ON L 1/2 t ` I SHEET f4) . '\ E.7 STRUCTUPA O O 1/2'-�+ •1' 17 ® �•' 1. 2.00'DWN �" IRAN(DELORATNE n ` 1•xn______ -1701 18 E A _EB OF �` - \ /14%3/4'F.H.S.D.S. �_ MB4. _POURW CON ETC O 9'O.L 7 8' 1 ._.. APPLICABLE :'._". _ \ X _�•,A � � �L ..REOD4iE0 / ! -CONCRETE ANCHORS `-$EE NOTE 1 D) I, !) ED-- POURED CONCRETE (SEE SCHECULE ON ON SHEET 1 POURED CONCRETE, ON SHEET I .._,:�..---'E•U,. -. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK •• , REQUIRED REQUIRED (�A KEYSTONE MOUNTING INSTAUATION oPrroNAL i POURED (1� HV WALL FLOOR INSTALLATION Hy WALL WALK-OVER INSTALLATION ASD.DEswN PREss�NE: .fia..-n P�, CONCRETE YAt1YUM SM/ITCR SPAn 8'-0• REQUIRED RAINGUARD INSTALLATION t t THIS INSTALLATION SHALL(•jD7E TOR COMBINAI,]�1"OF SECTION<_: „ EDGE REMOVABLE WHEN PERFORMED L D. A= INSTANCE ADJACENT TO AN OPERABLE EXIT a SEE LIMITATIONS OF USE FOR I-SEE SHEET 4 FOR TYPrAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE,A ON SHEET 19 INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY S CAN BE W ANY AY4 TOSECTSURTANY INSTALLATION. olt' lk I�,p T �.•�^. 7 FLORIDA BUILDING CODE(Non High Velocity Hur, -,1:• Zone] 02017 TATECO,MC. 02017 EASTERN METAL SUPPLY, SNC. �`E 1GEry ' ✓ - — sF`'• 9= 13ERTHA HVTI., A S S A Accordion Shutter System TL 1 G t N c. ■ FLV. HJ##1 W/OR W/0 FIV. WINDOW MADE *'- American Shutter Systems DATE DRAWN BY: L.C. ` '•, TILLIT TESTING & ENGINEERING COMPANY 0 �Q 1� Association, Inc. I OLD 15-085 7/27/I DATE: 07/27/17 6355!+-W.36,n.51.54 305.NRG1W(:UtCENs.RORCA "' �j Lt Ph-:(305)871-IS3C.Fax (305)071-1531 4268 Westroad6 Onve i DRAWING No L ENG 11L —.1.66•a~— West Palm Beach, FL 33407 3 1111 EB-0006719 4 �� Q7 WALTER A.71WT- P.C. I'' •••»•.''. FLORIDA Ui./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 SEE END WALL SHEETS 10 18 INSTALLATIONS WZ 1) HV **AN�TE5 LOCKING R00$®, ELOCKS®Cr© OUT 9� EXISTING CLASS AND ALTERNATE HV E LOCK®ON SHEET 5. 6'DE SUCK OVAL HYT VALD FOR ALLBLADE W HV CENTERMATES CEN*LRIMlES APPLOAT*N WITH BLADE© ��®01O.0°1O 10 •®� go 1 OR SEE END WALL CONNECTION EXISTING GLASS ©• lO'©°A©' DETAILS ON SHEETc 10 k tt3— r-- I \�_01 I a10 al t3 a .._. .. -- ---- ------ --- - - ----- -- _... !------ - - --- - .— ..... ..--- -- .. - -C 2ox2"xi/8'so'-2 i O.®a®.®aR�•® 3 1/4' 7' __ 6 1/2' 2- TO OR (4)#10.1/2 I �s1/2• 0® ®.tee 12T. j W C NPERMAT S ` CENTER ATES MINroE SEPARATION I' (8083-T6 1 EACH WZ ANGLE.(TYP) / HV LOCK Or W/ HV LOCK o_r GLASS I (SEE SCHEDULE 05 - ® - �* 35* 4 IN 3 ON SHEET „) -- - ------- HVA - – — lo•®«©•�«©'©- ® HVB OUT 1® -� HVO —POURED CONCRETE OR ©•O.©-©,O �.EXISTING GLASS CONCRETE BLOCK WALL ®°A©•®�'®• �1®9'°R `\ ® (y�� ( REOU�tED SYMMETRICAL �•�i •©°�'hJ:®a-� --- --t—` �c�u'sms C NTERMAT S* IN (® ®�� ��® ®°" MMTOGLASSON 5 I -.... p ULE ©.® * w1 HvLOCK 1 OPTIONAL 1 (SEF SHEESCHET 11) MIN. SEPARATION ® a ®--\ INTERIOR) (�•®w®.®°O 1®•O$ ON SHFfT f i) TO GLASS (SEE SCHEDULE I N OP110NA� °R T ON SHEET 11) (INTERIOR) OUT ----- ---- - -- _ `CONCRETE ! �' ULE ANCHORS• 16.O.C. 'r --.... _ 3 VARIESVr N; 3 — OUT 6 1/r MAX. SLACK OUT (EXTERIOR) HVE '�CCJ33 HVF** HVQ ((°����������������' FLORIDA BUILDING CODE(Non Hi n Velocity Hurricane Zone \\\ �:�'�,1�ENSF••,.�9 02017 OLTECO,M(;. 07017 EASTERN METAL SUPPLY, INC. BERTH A VTM A.S.S.A. L E C O -N�. Accordion Shutter System *; H.V. BLADE #1 W/OR W/0 H,V. NANp(AV BLAaE TILLT TESTING k ENGINEERING COMPANY American Shutter Systema EY.N DESCRIPTION DATE WN 8Y: LC. ,(\'•.• •Qj\`\ 0]55 N.W.36N.SL.Sb.3M MUNN r.W0a6.flM 3M6 Association, Inc. 1 OLD 1s-e8s 7/27/1 DATE: 07/27/17 Phone (305!71-1530.Fol:(305)871 1!31 4268 Westroods Drive 2 S��NAL EN\�''�\ mc8 0006°'o West Palm Beach, EI_ 33407 3 DR No -•�� „ r,,11 WALIER A TILLR Jr.PE +AWING. 4 17-107 /AF P.E.,SEAL�SICNATURE/DATE riOR%M Uo. "167 5 SHEET 8 OF 20 ALTERNATE INSTALLATION MALE/FEMAL " KS CENTERMATES8 LOCKER W 1) HV BLADE crr END CONNECTION DETAIL ON SHEETS 10 3 18 INS ALLATION 1. W/ HD CENTERMATES A . OUT IN BA0C05LACK DETAA NK.M rWED DN SNEEI e. (�.p-�� AS'HELL AS JNMRSµrL0AIM S ADE®DCTAIL HOD-NYD -Od©•O-V Ie•®n INDIUIED ON TN$SWIT,YAY BE USED'MRN TNM ALiERNA `®.®d 0.0-0-0: 5151 ML Nvc IN SEE END WALL CONNECTION - ® DELIIS ON SHEETS 10 3 18 U4j 0 0•®-© 0 ® —an 44 MPMK.)(Uf1O.112S.N.S. /1OV//4'S.M.S.•12' 3 4C FULL LENGAT. • IN (4)N.Y. (f)M.V.1 30 HV "T^ PINS(TrP.> _._.. 7 y4. _3 LOCK (INSIDE) \ 1 — — — --------- 5 1 o — AOUT 31 oR S2 31 aa® 31 oa 35 s. 3/oR 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 (OPTIONAL) *sEE rgTE s FOR Nv LOCK®. W/ 7/8"o x 3/32" WINGNUT. (OPIIOIML)HDB—HVB OUT HDC—HVC 7 LOJc.ON sar.Er s. * SYMMETRICAL HD CENTERMATES �0 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD (ENTERNATES W at LOCK�TERIOR) LOCK {EXTERIORI t SFfBfS Dau AlOMMIY n�v (2024-T3 ALIM)LAR:E FLMM MM (00-0,A('6J•O-®die •®^' S.M N.TSEW.PMT B 0620. —V•®-©•0-©.®- AS MAMUFACTVIrM BY AYOF.L CNERRY TEXTM.PARSO KNY.NEM JERSEY j ©•O•©-©•O•®- 07054 OR EQUAL. _ � � t sEE Noms d:LnamG Roos®s w®taus oN sMccT s —<D % D..>.E7�vL NnAnNG MADEpccTAL"o0-N,v a wan rax Au coR mAm Awl Twa wm BLADE O HDD—HVD'* FLOATING STACK ""AAAAA. FLORIDA BUILDING CODE(Non Nin Velocity Hurricane Zone E ........... •�� w 02017 TILTECO.INC_ 02017 EASTERN METAL `.UI-PI Y. INC. •. BERTHA H ------------ k0'a \ Accordion Shutter System CON A S S A■IERV. BADE /1 W/OR W/O H.V. VANDOW BADE ' American Shutter Systems REV.PW DESCRIMM DATE DRAWN BY: LC. TILLIT TESTING t ENGINEERING COMPANY ��. �:'� ► 268Association, Inc. OLD 15-0e5 7/71/2 DATE: 07/27/71 . � A \\ sass N.w.as1n.u.,sd.Bos.WIGMu.cAWDDvs.rLaR,d snc 4268 Westrood5 Urive i Ph":(305)871-13w.Fox:(305)871-1531 DRAWING No ./ANAL E�6 OIs `-"'OSB"�'G.*.OW om West Palm Beach, Fl 33407 `712 17-107 7_'07 �A F1�'' WALT ER A 11LUT Jr.P.E. AA" RORIDA Uc ►44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 19 OF 20 ,- .___. ._-_._—.......... POURED CONCRETE _ POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETEOR CONCRETE _ _ OR CONCRETE BLOCK WALL REQUIRED _.. ._.. CONCRETE BLOCK WALL .....__— ..._.-- BLOCK WALL REQUIRED "- ............. —_.-_.j .. BLOCK WALL REOUIREO - - REQUIRED / � EXISTING GLASS EXISTING GLASS EXISTING GLASS r-2'INN. CONCRETE ANCHOR� � —EXISTING GLASS � MN SEP�APwTOH� � J - I -� r".1' I• O 16'D.C. �- T ,+��--r WN. - r TO CaASS(SEF MN SEPARATION I ' NW.SEPARATION (' IAN.SEPARATION SD*=LE ON SHEET TO GLASS(SEE ON SHEET TD aAss(SEE Do.. ETD SCHEDULE TO GLASS(SHEET 1/16'x3'MAX.SEE1ON SHEET 19'M 7 SCHEDULE i' SCNEDUIS ON SHEET _ _17 FOR SH BLADE FOR ' it FOR RUDE MANp (6067-T6) CONT. BUDEs�k® ON SHEET19� 1/2" / ON 5T¢r 19 FOR ON SHEET 19 FOR ALUM. CLOSER T—�- (LOCATE AT ' BLADES mA PLATE. (LOCATE 1/2' / 1 9AOFs 1 &AGES®O EITI )SIDE AT EITHER SIDE MIN , ' I 1/2'NN. I 1 USE t'OR 2'MAX. I _ (AS APPUCABLE)x2'at/8'X0'-2' -___- �_....� 010x1/2' S.M.S. ALUMINUM CUP ANGLE 810.1/2'S.M. - - O i6"O.C. ' _-__ 0 1e'S.M. 4 (6063-T6 ALLOY)AT MIDMEKY(T (1) /t0a1,; S.M.S. TO ' 4 ..- (2)1/a-V TAPCONS ANCHORS TO SEE DETAIL X FOR, WALL AT I'O.C. (LOCATE wT o- SIDE CONNECTION OR EITHER SIDE of p) I OR SEE DETAIL X FOR & TO TRACKS � '- �R SIDE CONNECTION OR `-' +®..©•Q+6O1`Y•®+' SEE DETAIL X F 4 w 6 7+8 1 10 TRACKS «6. SIDE CONNECTION .®« 7 o•e't.7"®« �'®«©-`l�'_.©•©« TO TRACKS I�•®«0.0.0.0+ END CONNECTION DETAIL END CONNECTION DETAIL 4 END CONNECTION DETAIL T« END CONNECTION DETAIL20 i REQUIRED ONLr FOR SPANS GREATER THAN 12'-0' .- POURED CONCRETE OR EXISTING 4 . ---EXISTING GLASS CONCRETE REQUIRED BLOCK WALL— GLASS -/ /10x1/Y S.M. D! �`b______� �`r ©OR®OR�OR TO GLASS(SHEET O 16'O:C. UN SIA IP(SEE TO GLASS(SEE I .. �________ ___ \ 1 MADE0"0" CONCRETE 1/2"MN. SaEDULE ON SHEET L.. LN SHEET 19 FOR ANCHOR O OR 11 FOR BlAOE OMW coNCRErE �_----- _-.. OR OR 1 OR t -- SIDES([)& 12"O.C.�_ED ON SLEET t9 0 I/�MIN . ARE! mg FOR DRIP F ANCHOR I� 4 • 1 -�Z'—_ --_ 'COR®OR(BOR i -�---� ED ���� y i 2'MIN. 2' MIN. ♦ SD A�,TAOONS OF 19 FOR 9OR®OR�OR(3OR� 1IEV ._._.. ... — 7��i 5 OR PLAN DETAILMOR X i-IrouRED ®«O«©'O'BO�'®« --�_.__ END INSTALLATION CONCRETE OR CONCRETE BLOCK WALL „0,� 0,,, 16«®«©•�©©' REQUIREDSHV BLADE OR Mil HV WINDOW BLADE INTO �•®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� &0-9.0-0 @-po' 9 NECION DETAIL C6) «0.0 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1' • 02017 TETECO.INC. C2017 EASTERN METAL SUPPLY, INC, NSF•..T�y BER 5 L E C O INC. A.S.S.A. Accordion Shutter System FLv. BLADE yl W/OR W/o N.v. w(NDON BILAU -o t X/l�.y/� *: American Shutter Systems Tv.No (1I=WIK1N DA DRAM er: LC. '•, x�TEC'(.V' : TILLR TESTING k ENGINEERING COMPANY Association, Inc. 7 ILD 15-055 /27/1 DATE: 07/27/17 V /r' • �, 6735 ti W.361n R.Sia]OS.'NIGH+rJJ1(xM.t-IOFM`J �� 4268 Westra0ds Drive 2 Plwne (305)877-7530.Fax (b3)67t-1531 DRAWING No s/ONAL fes` HETI .TER A.TcoOaa.oa West Palm Beach, FL 33407 7 17-107 7-'07 �" E6-OtX13779 a WXLIT Jr.F.E. '��AAAAnA' (• FLORIDA Lw./44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE /1 SCHEDULE 112 SCHEDULE N3 MAXIMUM SHUTTESPAN"•'L+" OR 'L MAXIMUM SHUTTER SPAN* "L+" FAXI�;MUM SHUTTER SPAN'S "L-"(ft.). FOR INSTALLATIONS W/ OR '1 (ft.) FOR " (ft.) INSTALLATIONS INtt LATION F. ND 4CENTERMATES ® &® or or INSTALLATIONS W/ QPPOSINW/ ONE H.V. LOCK ® or ® or or CONCRETE & W000 (1) L+: MAXIMUM ALLOWAELE SPAN FOR , GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® W/ ONE HV LOCKS MANSORYPOSITIVE AS.D. DESIGN PRESSURE RATING,CENTERMAI� 28® 29 W/ ONE W/ NO LOCKING RODS ® w/ NO LOCKING WALL A, 0, C, D, E, M, N, O, P, Q, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE Ifl•T' LACK 30 W/TWO LU®K NG (SEE NOTES 1,11) R, S, & V. A.S.D. DESIGN PRESSURE RATING. MOUNTING F, K & L RODS 35 TOP & BOTTOM EE (VALID FOR MOUNTING Qli, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR N�1 /� SHEET 7) FLOOR/CEILING G. H. I, 11. J CDNCR� INSTALLATIONS V CONCRETE&WOOD MOUNTING T. U• W & X WALL MOUNTINGS(TOP/BOT-TOM) OR BOOR/CEILING: NAOMw WOONw 1 T VAc:NLW CONCRETE & M S.D.OESM Aso DE5'fR, ASM.DE40N INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE MATING, NSALLATIONSPRESS 11E WALL MOUNTING FLOOR/CEIUNG RRFSSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. RATM MOUNTING MnNO k RATIIG rLom/CEUNG MDUNt81G I.tP-W) ((P. FLOOR/0�MOUNTING (P..0 OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I.OR-) FLDDR MOUNTING OE-(ERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE L+ 00 L- L+ (11) L-(N L+ (6) L-Q1) L, 0) (-(� 0 MAXIMUM SHUTTER SPAN -L+-OR "L-"FOR 30 OR LE 16'-0' 16'-0" 16-0" 16'-o' 30 76'-0" 16'-0" 30 16'-0" _ t6'-a' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE 35 14'-10' 14'-1 0" 15'-2' 16'-0' 35 14'-10' 14'-10' 35 15'-2' 16'-10" 105 p°(.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L �- 40 13'-10' 13'-10' 14•-2' 15'-2" 40 13'-10• 13'-10" 40 14'-2' 15'-2' 13'-1" 13'-4" 1{'-3" 45 13•-1' 13'-1' 45 13'-4' ta'-' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 3 t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8• IS'-T 50 12'-S' 12'-5• 50 12'-3' 13.17• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEIUNG MOUNTINGS: 55 I1'-f0" I1•-10' 12'-1' 12'-11• 55 11'-10' 11'-10" i 55 11'-I. ll'-Il' SHALL BE AS INDICATED ON MANDATORY CONDRION /'2 - - NOTE It S. SHEET 5. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE __..._ 60 11'-{"__ 60 _11'-4' 11'-4' 60 10'-2' 10'-tY RATING: 65 to-10- 10'-10' 11'-t' I1'-11' 65 10'-1o' 10'-10' 65 9'-5' 10'-t" DETERMINE: --_.-` - - INSTALLATIONS. 70 10'-6' 10'-6' t0'-9" it'-5' 70 70'-6' 70'-6' 70 8'-9' 9-4LI+e MAXSPAN FOR WALL MOUNTING INSTA ' -" '—" — - L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10-4 it'-t' 75 10'-1" t0'--1" 7S 8'-9• tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10' 9'-10' 10'-0" 10'-9" 80 9'-10' .9'-10' SPAN 'L+"OR 'L-•AND MAXIMUM AS.U. DESING 85 _ p'-6' _ 9'-6' 9'-9' 10'-5" 85 g'-6 g-8• PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _ _ OR CONCRETE BLOCK SHALL BE UM(TED AS FOLLOWS: RATNG: 90 9'-3' 9'-3" 9=5' 10'-1' 90 9' 3• 9'-J• 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: LI-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 _ 8 8'-9' 9'-2 9'-tO" -0 8'-0• W-9" LIMITED TO +64,-72 p.a.f AND 8'-0" SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 6'-9' 8'-4' 9'�-0' 9'-7" 100 W-9" 8'-4" MOUNTING M ON SHEET 7. INSTALLATIONS. 705 e'-Y T-if' 8'-9' 9'-{• 105 e'-T T-tt' 110 8'-4' 7'-7- 11'-7' g'-Y 110 8'.-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6-2" r-r 8'-4• s its B'-2 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LT+', %L-', "L1-"AND 'L2-" 120 8'-0• 6'-11" 8'-2• 8'-9' 120 8'-0' 6'-11' 125 7,-10' 61 8'-0" 8'-5' 125 T-to'- -_1 _ (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 T-8' 6•-5" 7'-10• 8'-1' 130 T_8• 6'-5' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7" 6'-Y 7'-9' 7'-9' 135 7'-7' 6'-Y WIND ZONE MINIMUM SPS RATING TO DETERMINE MAXIMUM ANCHOR 140 7'-5' 5'-11' r-7" 7-6• ia0 7'-5" 5*-t1• ASTM E-1996 SEPARATION 145 T-3' S'-9' 'Y-5' Y-3' 145 7'-3' s•-e" TO GLASS ..... .-__ _ —. 150 r-2" 5'-7" r-C T-0" 150 7'-2' $'-7" ......_155_ 7'-0' 51-5• 7'-2' 6'-9' 155 7'-0' 1'-5" 1 1 HRR 3 .' 160 6'-11' 5•-2• Y-1' 6'-7' 160 6'-11' -. ... _..___....... 165 8'^10" S'-1" 7'-0" 6'-44" 165 170 6•-9" 4'-11' 6'-17' 6'-2 _170 6'-9' 4'-11' .....175 6•-7" 4._'. 8 ' 1.-0, 175 W-7' 4'-9" l ' 1 H V BLADE 180 8 _6' 4'-8' 8'-8' S'-10" 180 8_-6' 4'-8' 185 8'-5' 4'-6• 6'-7" S'-8' 185 6'-5' 4'-6' 190 6'-4' 4'-5" 6'-6' 5'-6' 190 6'-4' 4'-5" -- --_195_ELM 5•-5• 195 6'-3' 4'-3• 5'-3' 200 S'-1' 205 6•-1• ,N r."--.. FLORIDA BUILDING CODE Non High Velocity Hurricane Ione P� .......... r - 02017 TILTFCO,INC. 02017 EASTERN METAL SUPPLY, INC. �\CENSF• AWL s BERTHA ERT ARVTM ��o , Accordion Shutter Sy stem L ,S, A� FLY. a,wE(�1 w/DR w/0 H.v.WItaOW 9110E '• -aA.• a/G TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y EY. DESCRIPTION DATE DRAWN 9Y:ML6CY. LG. to 4j AAA 6353 N.W.38th.St,SN.305,NRGN4 C ADENS,FLg600,331M Association, Inc. 1 OLD 15-085 7/27 1 DATE.- 07/27/17 Phone:('305)671-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �s ''••.••••.••'•r�j1,,A e-ice c—ft 1�OP^' West Palm Beach, FL 33407 3 DRAWING No -'SNAt EN�,Pt' WALTER A TRLIT J,.PE. a 17-107 P.E. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POMOED CoNcREVCom:Ew a1= POURED comoo E (A) TO EXISTING POURED CONCRETE: (Min. ('c - 3 ks) @WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Cc -3 1KT) SPAN ANCHORS SPACING ILQM - 1/IY•3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min rc 3 bl (n) _. WQATM:PRESSURE w'I � .� .. PIE.SRK _) TAPCON OR - 1/4'f BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT.INC. (Min. f'c - 2 k9i) "- 2 0" 7 4'f TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 7f1 40 60 75 90112-011601205 30 40 60 7S 90 120 1601205 30 40 e0 7S 90 120 too 205 TAPCON W11H ADVANCED - / 6 6 14 12 1 6 1♦ 12 10 9 6 7NREAL)FORM TECHNOLOGY P R APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. S-0, 1{ 12 10 9 e 6 6 6 14 /2 10 • • 6 6 14 12 10 f a 6 • 6 (Min.C.- 3 Irv) ALL POINTS SOLID-SET /{ /Z f0 0 0 a B 6 14 12 10 .948 8 6 6 14 12 10 0 a 0 6 ! BLUE TAP W/GP NOTES; /1 lY 70 9 • a 6 7 14 12 10 • 0 6 a 6 I: 12 10 9 a a 6 6 "" TAPPER+ Al)MINIYUY EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 a 7 5.5 3.5 14 12 10 9 0 6 6 6 14 I2 10 f 6 a 6 5 ". ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2', 4.-0. 14 t7 10 • • 0 6 ! 14 12 10 9 6 6 6 6 14 12 10 9 a 6 a 5.5 If /2 10 9 6 0 6 4 11 t2 t0 f e 0 0 43 t1 72 10 9 6 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'9 K 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 1♦ I2 10 9 9 0 6 43 14 12 10 0 6 B 6 S.S 14 12 10 9 6 6 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM 5HOUlD STUCCO 14 12 10 9 7.5 53 3.5 - 14 12 10 9 0 e 6 S 14 t2 10 9 6 7 53 4 •` T,AT IBE i'09 IXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 /Z 10 "O 9 a 6 6 1{ 12 10 9 a e 6 &S 14 12 10 6 6 6 5 43 d' � T t9 3'-0� f1 t2 t0 9 0 7 4 - 11 12 10 9 D 0.5 5 3.5 14 t2 10 D 63 S 33 3 AJ)IN USE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS E ANY VENEER 8E FOUND ON THE EXISTINGSHA WALL S INDICATED 1{ t2 t0 9 6 7.5 " - 11 12 10 9 0 a 6 4.3 14 12 f0 f a 6 4.5 .7a ANCHORS SHALL BE LONG ENOUGH IU REACH THE MAN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE A5 INDICATED ON 14 12 111 .5 63 4 - - 11 17 10 9 0 73 S.5 4 14 12 10 9 0 6 4.5 33 NOTES AI)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 11 tY 10 9 ! 0 { - t1 12 /0 • 6 0 6 S l4 IZ /0 • • 6.5 S is INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2C. 6.-0. -- - .... --- 14 12 10 9 73 S.5 3 - 14 12 10 0.6 7 5.5 4 ! t4 t2 6 6.S S3 4 3 - (g) TO EX75Ta4G CONCRETC BLOCK:(ASTM C-90) 14 12 f0 9 0 6 - - 14 12 10 9 0 6.5 S 14 12 10 6.5 a S ♦ - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER, 14 12 6 6.5 5.5 3 - - 14 12 to 9 a 6.5 4.5 3. 14 12 10 a 7 S 3.e 11 12 10 9 6 0 - - 14 IT b 9 0 7 S 4 14 12 10 f 7.5 65 • 3 - 1/4'0. 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED By ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 7•-0• 14 t2 10 6 1S • - - 14 12 f 73 6 43 Al - 14 0.S 7 SS 4.5 3.5 - - - 1/4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 0.S LI 4 - 14 12 10 9 73 5.5 ♦ - 14 0. 0 7 73 AS - - - 1/4'6 TAPPER,ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANY DR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 I' 7 5.5 4.3 - 14 12 10 9 7.5 53 4 - 14 12 9 6 43 3 8.-0. U 12 10 9 6 0.S - - 14 12 10 9 a 6 4 - 14 12 10 a 63 5 3.3 - NOTES: N 12 0.5 7 53 3 14 12 6 6.5 53 4 3 - 23 93 6 S 4 3 - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND IAPCON 14 12 93 73 0 - 14 12 9.5 • 0.S 5 - - 14 12 6 a 0.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 f 63 s &b - - t4 12 10 14 12 a a5 6 4 - 9'-0• N 12110 9 6 - - - 14 12 IO 9 73 4.S - 14 12 0.5 7 S3 4 _ - B.2) IANWUM EMBEDMENT OF 1/4'6 . 3/4'ALL PANTS SOLID- ANCHORS 5H4LLL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.517.51 6 { - 14 11 7 S3 5 33 - - 11 6 S, 43 13 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"TONG MINIMUM SHOULD STUCCO 14 12 0 6.5 43 - - 14 12 65 7 3.5 4 - 14 OS 7 S3 6 43 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 13& SS 4 - - - 14 12 9 6 4.5 - - t4 11 7 S. 43 3.5 - 10"-0� N 12 10 9 73 - 14 12 10 a !.S 5 - - i♦ 12 a 6 5 4 - - 8.3) IN GSE THAT PRECAST STOLE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ITT 7 S J.S - - 13 93 63 S { ! _ - IO 7.5 5 ♦ 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL fM5HE5..WCNORAGE SHALL BE AS INDICATED ON 14 11 73 5.S - - 14 n3 9 6 ! 4 - - 23 93 6 5 ♦ 4 - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER OS 0 S - 14 12 a 6.5 S.S 4 - - 1J TO {3 3 ♦ 3 - - FOR INSTALLATION W70 EIFS WITH METAL STUDS SEE SHEET 20, 1'-0• T♦ ,2 10 _ _ _ _ _ 11 12 9 7 • 4.5 - - 14 0.5 7 S3 43 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAIKINS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 23 N 3 - 12 9 6 43 4 3 - - 9 7 43 3.5 3 - - - 14 10 7 - - - - - 1{ 03 7 S.5 43 - - - 1.6 a3 S3 43 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISIANCL(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 4.5 - - - - - 1♦ 1.5 73 6 5 - - 12 9 6 4.5 4 - - 14 12 10 - - - - - 14 12 5 6 S S3 - - - 13 10 53 5_ ♦ - - - FIYrF ISTANCE VERSUS SPACING .:rHEOUL FOR ANCHORS• 12-O 13 aS 43 - - - - - 11 6 0.6 { 3.S - - - 6 a 4 3 - - - - MA%INUM ANCHOR SPAUNGS ARE YALIO FOR EDGE IhSTANCfS INDIrATF11 BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 33 9.5 6 - - - - - 13 93 0.5 3 4 - - - 0.5 a 5 4 - - - - B•MI;LtIPLYIhG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 93 - - 14 O3 7 S 4.3 - - It a3 53 4.3 - - - REDUCED SPACING OBTAINED USING FACTOR SFALL NOT BE LESS'HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 IS 73 6 5 - - - 72 9 6 4.5 • FACTOR 13'-0� IS _ _ _ _ _ _ 10 73 5 4 3 - - - 73 ss 4 3 _ _ _ _ ACTUAL TAPCON WITH ADVANCED TAPPER + 23 6.5 - - - - - - 12 9 e I.S ♦ 7._6 ♦ - - - _ EDGE TAPCAN THREADFORM TECHNOLOGY All POINT SOUR SET BLUE TM W/cNwMINE SPAamG e 6 - - 13 9.$ &S s - - - - 0. 73 5 4 - - - - 1 V BLADE OR DICTANCE t� 72 - - - - - - 14 OS 7 0.S - - - - 11 e3 b3 43 I SPACING-3' MIN.SPACING 3' AIN. SPACING - ! 1/T MIN.SPACING -3' 3 3/4' 4' 1 4'-0• 10 73 - - - - - - 9 7 w5 3.5 - _ _ _ 7 S 35 3 _ BLADE W v0URE0 CONCRETE& TOURED CON�� COND"BLOCK POURED CONCRETE& POURED CONCRETE&1p/6D TafocR DONATE KDOT 13 a 11 a 55 /.3 - - - - 9 63 43 - - CONCRETE BLOCK 1Nk 60..3 1/Y TATA E0..2 1/Y CONCRETE.pLl%IN CONCRETE BLOCK W FA.•7 1/Y F-D.•2 1/l Ill,ED.•Y MN ED.-3 1/2* MK .Y 12 9 4 - - - f 7 4-51- - os a sBLADE WORKING 044 1.0 -_ _ 2 i/2• - 0.81 1A _ - - 0.67 IA es 6.5 4 - - - - - es s 3 - IN UNISON •__ 2- a7i tut1 - 9 a 45 - - 1 3/4' - 0.910.43 10 73 S - - 1 1 0.33 - - - - 0.334 _ _ _ _ _ 6 as 7 _ _s 7 s - - - - 6 6 :-- - -? FLORIDA BUILDING CODE( on High .1ocity Hurricane one 4t11t1t��1•.R A.•.,..•'/�/�-- 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA W. NS ' 1�ss . A Accordion Shutter System * O I L E C O E w c A. . . . KV. B.AOE#T W/OR W/O H.V. W NDOW BLADE y American Shutter Systems KY.fft ccacarM DATE TILLIT TESTING & ENGINEERING COMPANY TA 7> p * ' 43M NW M. ST.Sb 305.<-0-.MOWS.RUPi Association, Inc. i ALD 15-oes 7/27/1 DATE: 07/27/17 O 4268 WestroDOs Drive 2 PNOM:(SOs)07,-1530.Fa. (305)e71-,53, DRAWING NO -"�^-••;<QR111 p, 41, a-meN:e:ODD671 a.co.n West Palm Beach, Fl 3340 3 17-107 7 0 ....V..,•�\ ,11E4 WKTER6 01W61T19r.P.[. 4 / O/ Af. 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SH R ER cPAN. NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (5=L MOUNTINGS ON SHEETS 16& 17). V EEE3 !:-::;-T- F=;Z E7-- SOUTHERN PNE NO SPRUCE PINE SPRUCE IN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 W WN.Fl G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD �U S 509 W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXIMUM SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WAIL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MouNnNcs W & X W & X W & X P & 0 S&V S &V S&V _----------- -- - ---- - ----._.- - -�-.-__..._ ... .._.__ ...._..-_. ..._ ... m IM R69E MC(IQ 6X11 ISM FIMA INC fW 6w am New IIID`W 61W NIV E WIN Ya0 64 ON RIM RR.911E Alm W �OM MaRRIT MG 14 ®I IVIK t8$W W .0.90,am Mw�C 1//J SOI am R®E W[bIQ ®I IBfNE M91R 11116(OrJ 30 4D f>A 75 90 OS 30 M fi0 75 90 OS 30 40 6U 75 90 OS 30 40 t4.54 OS 30 40 60 75 90 05 30 40 60 75 90 05130 40 60 75 90;0513 40 60 75 90 o5 30 40 60 75 90 OS m 40 60 75 90 CS -0'oR 12 1D 70 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 12 10 11019 B 8 6 6 6 6 6 6 8 5 4 4 4 3 12 12 12 12 t2 12 12 12 12 72 12 12 12 12 17 71 17 12 4'_0' 12 10 f0 9 8 8 6 6 6 6 6 6 12110 4019 8 8 6 6 8 12 10 10 9 8 8 8 6 6 6 6 6 6 5 4 4 4 3 72 12 72 t2 t2 t2 12 t2 t2 t2 12 72 12 12 12 12 12 12 5._0• 12 10 10 9 8 8 6 6 6 6 6 3.5 t2 1011019. 8 B 8 6 5 12 IO 10 9 8 7 6 6 6 6 6 5 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 72 12_12 12 /2 12 0. 6•_0• 12 10 10 9 8 6.5 6 6 6 B S.5 4.5 12 10 10 9 8 5 B 6 4.5 12 10 10 9 6 3.5 B 6 8 6 S 4.5 6 S 4 4 3.5 - 12 12 12 t2 /2 t2 12 12 t2 12 12 12 12 12 t2 12 t0 8.5 Y-0' t2 t0 10 9 6.5 4 6 6 6 .5 .5 a i2 10 f0 9 5 3 8 6 .5 12 10 10 7 .5 - 6 6 6 S 3.5 6 S 4 4 - - 12 12 72 t2 t2 12 12 12 12 11 12 0. 12 12 12 0.5 8.5 7.3 6'-0 12 10 10 7.5.4.S 3 6 6 6 5 4 3.5 12 10 10. 6_3.5 - 6 6 53 t2 10 10 4 - - 6 8 5 .S .5 3 6 5 4 - - - 12 12 12 12 11 12 12 12 12 12 11 9.5 72 12 1.5 9 7.5 .S 9•_o' 12 10 10 5 3.5 - 6 6 5.5 .S .5 3 12 10 9 i - - 6 6 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.3- - - 12 12 12 12 12 0 12 12 12 1. 9.5 8.5 12 12 10 8 .5 5.5 to•-o' LL 70 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 ♦ 3.5 3 - 12 10 J - - - 6 6 4 3.5 13 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 12 10,18.5 7.5 12 12 9 7 6 S I1'-0' 12 10 5. - - 8 6 4.S- - - 12 t0 4.5- - - 6 .5 3.5- - - 12 10 - - - 6 5 4 - - - 6 5 - - - - 12 12 12 12 10 18.5 12 12 12 9.5 8 7 12 12 6 6.515.514. 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - - 6 5 J.S- - -_ 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 I_7.5 6 5 4 t2 10 - - 8 8 - - 72 10 - - - - 6 .5 - - - - 12 7.5 - - - - 8 4.S - - - - 14 .5 - - - - 12 12 12 0. 8.5 .5 12 t2 10 8 .5 5.5 12 0. 7 .5 4.5 4 12 10 1::v-5 5.5 - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - 8 3 - - - - 12 12 12 9.S 8 B 12 12 19.517.5.8 4.5 12 9.5 .5 5 4 3 1S•-0" t2 - - - - 6 - - - - - 72 - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 11 8.5 7 6 4 12 9 6 5 4 - 18'- 6 - - - - - 12 - - - - - 5 - - - - - 1 - - - - - 5 - - - - - 6 - - - - - 12 12 10. 8.3 6.3 4 12 12 8 6.5 S 3 1. 8.5 5.3 4.5 3.5 - 10 HV BLADE OR J HV BLADE WJ HV WINDOW BLADE WORKING IN UNISON* 4 SET LIMITATIONS OF USE FOR RIME l-a OI1 SUER 1 O t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WA11.FLOOR OR SOUR WOW SOFFIT SMALL BE AS FOLLOWS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE W.2 W/G-0.55(NCD S) - 1/4y TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEY W/MINIMUM EMBEDMENT AS INDICATED AT -IMUGLAS FIR W/G-0.50(N.D.S.) EACH SECtM ON SHEETS 16&17 -SPRUCE PINE FlR NORTH W/G-0.43(N.D.SJ EX CEP110M:SEE��2 BELOW -SPRUCE PINE RR SOUTH W/G-0.36(NCO.&) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATWNS OF THE ANCHOR'S MANUFACTURER. TIFF/////Aq FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone 92017 DLTECU,INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL Mco �N,. A.S.S■A. Accordion Shutter System �} KV. BADE 11 W/OR W/O H.V. WINDOW BADE • T1LlIT TESTING & ENGINEERING COMPANY American Shutter Systems EY. ESC ORWr" DATE DRAWN BY: L.C. Association, Inc. I OLD 15-085 7/27/1 DATE 07/27/19 63x5 M.N.36U.A..%.X01,NRGI4A fiAR0ET15.FLORDA 371 �Y4268 Westroods Drive 2 A PAon.:(.305)871-1530 P: (305)871 1571 DRAWING No s+ l . Ea u�6719.cem West Palm Beoch, FL 33407 ± 17-107 CONAL WALTER A TILLR 41.P,E. HILI FLORIDA tic.0 44167 5 SHEET P.E.•Sfl1/3tGtdA'rURE/DATE 1 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IgA HV* BLADES AS APPLICABLE SHUT + 0 — FOR INSTALLATIONSWOOD WITH H D Y SHALL /-WALL FINISHBE LIMITED TO 105.0 12sf, A.S.D. IGH PRESSURE RATING, SEE §HEEI 19 FOR MAX SPAN & 1/4.0 TAPCON OR n 4 Q DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON 1 TAPCON WITH ADVANCER - 1/4-0 TAPCON OR THREADFORM TECHNOLOGY TAPCON w1T11 ADVANCED THREADFORM TECHNOLOGY -�— W/ 1 1/2'Min. PENETRATION - rrrr---- T� �--- - _-"" ---- OF THREADED AREA TO r / 1 1/2'ANTI. PENETRATION OF THREADED AREA TO EXISTING F MIN.SEPARV10N I EXISMG, WOOD HEADER. j WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I TO GLASS(yam 1 'DDR (SEE SCHEDUIE ON SHEET 15) � 1/4'0-20x3/4'S.S.MACHINE SGEDIAE ON SHEET 1 `7 /' SCREWS W/ 1/4•-20 NUTS I I1 FOR RADE mN0 \.7 ON SIM 10 FOR OR \ 1'Min. O 12'O.C. EXISTING 1 BLADES 1)8 EQ-1 GLASS---{ I F wALL- 113 FR05HJ (1 1.10 ` EXISTING MIN" ' FINISH - —"� , `�--©OR� T 2'x4'WOOD ' OR ♦ ". 1 _ E%ISTINC MIN. I HEADER REOWREU ® '--2'x4'W000 i 1f'0 TAPCON OR TAPCON WITH ADVANCED O y HEADER REQUIRED -THREADrORN1 TECHNOLOGY W/1 1/2' EXISTING 1 MN.SEPARATION I I , Min.PENETRATION OF THREADED AREA TO F.YASS---d TO.ASS(SEE j I 1 - EXISTING WOOD HEADER. SD�IAE SHEET EXSRNG }-- ETN.SCHEDULE TO SHEET I �. (SEE SCHEDULE ON SHEET 15) 11 FOR BLADE®AFD GLASS- (SEE SCHEDULE ON SHEET I1) ._.�_... .". �..204'CONT. SILL ON SHEET 19 FOR T DAM m h Q/� L .- --- - 'r--- PLATE REO'D. ON HV WALL HEADER INSTALLATION T 0 HY WALL $ILL INSTALLATION OHV WALL HEADER INSTALLATION �_ MIN. SEPARATION TO GLASS I I MIN. SEPARATION TO "LASS T GLASS--- _----- / EXISTING (SEE SCHEDULE ON SHEET 11) , (SEE SCHEDULE ON SHEET 11) _ M3N.SEPARATION TO GLASS I �� GLASS 2•.4'CONT: (SEE SCHEDULE ON SHEET 11) GIASSJ WOOD PLATE rl•, 1/4-0-20.3/4-S.S.MACHINE \ REVD. f - 1 _ _- ....1/4'0-20.3/4'S.S. �_ 1 USING 1/54.20 NUTS I .I u y •••.'rr. i 1/M SCREWS OW12- WA I l' O 12 O.C.- 11 I1 I FINISH LE OC 11 iT LTJ \ OR@ OIA 2'.4'CONT WOOD PLATE " REO•D. eN 1'Min. 1/4'0 TAPCON OR TAPCON WITH ADVANCED `t `..�j'31 OR� / THRFADFORM TEC14NOLOGY W/ 1 1/7' ti '11 VV 1 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED - '-SILL PLATE EXISTING WOOD HEADER. _ 1/4.0 7APCON OR tlIIIE: REO'0. , THREADFORM TECHNOLOGY W/ 1/2' -- - TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL '•`- (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \\ \\ (SEE TMFADFORM TECHNOLOGY SUITANYINSTALLATION.IC O HV ER ASSFMBLY. WALL FINISH (SEE SCHEDULE ON SHEET 15) E%1571NG MIN.2'04' - 1/2 MINVO +N W 7 2'Min. IN N 0 PLYWOOD OF 2-MOUNTING SECTIONS CAN BE STUDS O 15'O.C.MAK_ PLYWOOD REO•D. / / WALL EINISFE-� THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2•MIN.COX PLYWOOD REG'D. REQ'O. PLYWOOD To BE WALL SILL INSTALLATION '-EXISTING NM. 2•.4'STUDS O 16'O.C.MAX.REQ'D. ATTACHED TO STUDS Rl PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OE THE F.B.0 SECTICN 2308 OF THE HV WALL SILL INSTALLATION •SEE LR fATIONS Or USE OF �HV WALL SILL INSTALLATION F.B.c. 10hIllA- BUDS yoN sHEEr 1v .r )) FLORIDA BUILDING CODE(Mort High Velocity Hurricane Zone 'IW At I� 02017 TILTECO,INC. ®2017 EA.'�TERN METAL SUPPLY, INC. :w .........14 T ,M ' �10EAlse. v A S S A Accordion Shutter System /7T7lL7rE7C O 1 N C. KV. RUDE$, W/OR W/0 H V. vTtroaw BADE *' 3 American Shutter Systems 'C�• /� TILLIT TESTING h ENGINEERING COMPANY Inc. fv.N xscwPnoH /27 DRAWN 0 L.c. GN5 N.N.M4 .A.SV.JOS.NRG1N GARDENS.RORLM 3316AeeOCIGtIOfI� a 1 ULD T5-085 1/27/1 HTE: 07 27/17 Pnore.(305)071-153.Toa:(305)871-153+ 4268 Westroads Drive 2 DRAWING No Z� . mal UR.a000.— West Polm Beach, FL 33407 8 4-1nF'�•" RIOlk '�. �� LB-0006719 17-107 _ Vy� ••• LILT WALTER A TICCIT Jr.P.E. 4 P.EISF fyEI�DATE FLORIDA 4c. 44167 ; 16 OF 20 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Lf) HV & 44 HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— t I AT1Qh INTO WOOD WITH HV BLADE C1�ONLY „FALL FINIS„ 5HALL BE LIMITEDTO 1 f. A.S.D,, DESIGNU TI .19 FOR M AX 4^B UNISON rAPcoN OR 1 SPAN & DESIGN LOAD FOR INSTALLATION WITH B enF _-- •= 1/ 1 WORKING IN i , t`APCON WITH ADVANCED 4'x8'(Mm.) EXISTING to ED— 2'MIN. THREADrORM TECHNOLOGY WOOD BEAM REQUIRED. Lt. W/ 1 t//2'MPENETRATION 1/4'0-20x3/4•S.S. OF EXI TING WOOD ACY �_ ------- Din. --- EDGE (IF APPLICABLE) OF THREADEARFA TQOF EXISTING'HOOD BEAM - ' `f i' PHR.LIPS TRUSS FI-AO TO BE CERnFLED dY I - EXLSTiNG*000„EAGER. _...... - __._ ".... '^Min. MACHINE SCREWS .: �- 'LS (SEE SCHEDULE ON SHEET 13) I W t 4 REGISTERED PRIOR TO OR l - __ EXISTING WOOD / /--20 NUTS ARCHITECT PRKK7 TO ".__EO--.(�-EO-- --._ .__._ _ TRUSSES OR O 12.O.C. SHUTTER INSTALLATION. 1/2- 1/2' �REOLRRED 1/4'P TAPCON OR TAPCON WITH ADVANCED ` r= I^?I .257 THREADFORM TECHNOLOGY EXISTING SOF"RT i` I I Mox. W/ 1 1/2'Min.PENETRATION / 3/4'uax. 1TBC. n$ \ OF 1HREADED AREA TO r-EO Q- 014x3/4 EQ- ,,,_, ". __�1'x4'xl/8'CONT, ALUM. TUBE CPIIOUL "-- EXISTING WOOD HEADER. S.M.S. -- I Y i;°,-•:?.� (SEE SCHEDULE OF!SHEET 15) ' O 6'O.C. ) 1 Or®Or ® (33)5/16'0 AG SCREWS TO -�Or Q Or© I EACH RAFTER OR t ;EXISTING MIN 2-14' I LOCATE LAC SCR SAT EXSTING-�•1 HEADER REO'D 1 -I MIDWIDTH OF EXISTING WOOD CLASS 1 IAN. SEPARATION TO GLASS OPEN HOLE AT EkCN MEMBER.(2'Min. NOMINAL --- WIDTH)W/2'Min" 1 (SEE SCHEDULE ON SHEET n)' - EXISTING GLASS STUD A ACCEPT Iii PENETRATION OF IHREADED -__._."... _- _.. GLASS—_I AT CENTER OF TUBE. ■ INAREA VALID FOR S WITH 72p91 ILLI■� MAX.A.S.D.DESIGN LOAD ANB (S)HV WALL HEADER INSTALLATION ' MR. � ry Oti5"NG +R+ ry 9'-0 MAX.SPAN,THIS -.j SCHIDLU a1 SHEET GLASS-- A*As(SZ 11 1INSTAL LATON 5 ONLY VALID 178 RACC(D Ab mms 08 SETT 19 FOR (Q OR W 1�FBi�Ln� I FOR WOOD WJ MIN. SPECIFIC IEM6 Qi A�j I a 9EST 1B Fal GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FOR'PrC ;MUtTER ASSEMBLY ---._ �_ a'��k® 1 OR®• FIR OR SDUTHERN PINE No.2 IN ANN OW SECTIONS y I COMBINED D HV CEILING INSM t ATION '----- --�---- - OR E«,AL. N AIM OW m CTIO ANT B15TALUTIUN- U -CEILING E-- - — __T__N 4T4Yw" Iit�OR MIN.SEPARATION TO GLASS S'47IEDWE ON SEEM I � MIN. I (SEE SCHEDULE ON SHEET 1t)"""--" FXISTRLG II Fat BLADE(1)MC SEPARATION RVG EXISTI ���/� GLASS\ ON SEPT 19 FOR 3 J ro CLASS -- GLASS...._' _ O \� MADISQ&,'I& I(SEE SCHEDULE t l ( I.SHEET 11) M( WALL- LOCATON EXISTiNC L_J `n�/, I I ... i� 7/B uIN s 7 _ ®10x3/4'1E]! Mo. O �'— 7 YN. _WASHER HEAD TEX ClP$$--I I I I _2•x K MIN" 1--- 1 3 OR 2'.6'MIN.WOOD—. ` SCREWS O 12'ox SCK�W� pl DECK REQUIRED(NO H All_OWED FINISH ALLOWED) - __._ -._`- ) ' 19 -EQ I EDGE OF DECK - -' 1_ TIF • IF APPLICABLE _. ... -- :Q- DECK IF -�- - DECK 1/4'b-20x3/4'S.S. _... APPLICABLE _ -- IF APPLICABLE 1/4'i TAPCON OR PnIWPS TRUSS HEAD 2V -- ~'- _ Aon. `-- \ TAPCON WITH ADVANCED MACHINE SCREWS _ �- /2'x4-CONI. THREADFORM TECHNOLOGY """"�`-`• '^ 1/4'0 IAPCON OR TAPCON WITH ADVANCED -+ --SILT. PLP'E W/ 1/4'-20 NUT$ REO'D. W/ 11/2-Min. PENETRATION O 11'O C t/a'R iAPCON OR 7APCON WITH ADVANCED THREADFORM TNREADFORM TECHNOLOGY W/ t t/2'MV,, 2'MIN. OF THREAUEO ARFA TO TECHNOLOGY W/ 1 112-Min. PENETRATION OF THREADED 2'MIN.— PENETRATION OF THREA3ED EXISTING WOOD HEAITER. AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHECT 15) AREA TO EXISTING WOOD HEADER,(SEE --- (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ♦ SEE UM OF USE FOR /"� HV WALL SILL INSTAt_L ATION E $ ;9 !W HV FLOOR INSTA 1•TION X HV WALK—OVER INSTALLATION I FLORIDA BUILDING CODE Non High VeloCity Hurricane tone 4414 •• ""•.If /f' 01017 TILTECD,INC. 02017 EASTERN METAL SUPPLY. INC. LICENS,E., v� ASSA i TM #' I�L�E C O 1lIC. � Accordion Shutter System ? RV. IiAOE,fT w/OR W/o KV. VwNDOW BADE 0% ff * TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems y [V.K DCSCRIPigN OAT[ DRAWN Br: LC. 1. ,' 6755 M.W.38Th.11 5b.JUS•W IW GARDENS•rda 331 ASHOCtattOn. Inc. 1 OLD 15-085 7/27/1 W7E: 07/27 17 Pha :(703)871-1570.Fax:(305)871-"1537 4268 Westroods Drive 2 s/AN"••• a-mal:Lae.wsoa.eon� West Palm Beach, FL 33407 s DRAWING No AL EN�'�aFEB-CO06719 17-107 WALTEP A.TBUt N.P.E 4 P E. SEAL/SIGNATURE/DATE I FLORIDA Ls 44167 5 SHEET 17 OF 20 END INSTALLATIONS 1) HV BLADE OR ASA WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2-W'Wx.WOOD ft YN•w. SWDS REU'D. WODD Shi05... 1/11 TAPCON (wv APPuu&.E) \ 0 r Dc. I \ / ,SNDS. o1w1 ! \ / s11ros a N/kll i � I �\\ j (a WPI.iCAME7 TO 2'COX 1 EXISTWO Duns..., h ft-DOD AOx x 1/2*W CDX shoos1\ -E)f6'RED p.Vi ` dtst"Doss `7 ,K 4➢NYnW ---_..-..mc- 4N SFDaMnOt 0.WDW'-mow � Ep p\ 1 . ro o,�a sx ---+/z•w.cDx _..--.—'— ro pASs .�_ ,/Y 70m,A[W(96.T Mrv�007. DD�LLF a nDAN A QAg Da kh YPMY.iNri FDR nNMA �`` 1/1 e•c7•YRK. Mf21 1 fVl U Is!DMA �WL�E�ON(9 f D.SQT 19 iLJR "Z� 000.7-te)COWf. EMS-' 1/p•BAN.COx O1 SfYI'19 rt)t 71OfDYtE a 9ft3 PLYMppp. 1/�- •>A r u.aosEn PLYRO00. Bum m•40 n FaR OIFc Q A o _ 1 NF SAM F;R 1 W. ATEqWR IE + fWbMJ I... g••➢ Tff Q9 Id Of O.C.SYS. ,0,/ ..{ •t6(�•w 2'•,x I ._ i Ste Dc. Iu•M••I aP MqE°•"-- ON 00 ((�2� SEE DETAIE E F O0p;� ��ROF er•U> ! I��®� m �{ SEE(0—%i0N OR`Ir WE lO 1 Irte / "O•v -�.-yd•®- / SO!CDNF"On SEF DCTri x Fw_ (3-(D•©�43•_/ TD Iwczs .0.(7y 07-f-0-0- l •Q.©©•?�.6)- sroF row ©_ �. ��-C�(3- ®• Z� (3- ©®-0.0.0•©- �.:,,-o4)•J•®. L�Cs-® i�-1�•(3.�•p- Ur Cs-i►'�-�(3T 0.O-®(E3-7 t�- +r 63•�Es-.s!•® C(3-43 63-63 t END CONNECTION DETAI �1 C6`)ZO-O"•C3 END CONNECTION DETAILEND CONNECTION DETAIL:9' END CONNECTION DETAIL �Q EnsrnA �'C1A55 • SO�( Ea3 MD -2 HSIIAS REO'D -'Y//sa,1iM/I2Dt-Nd,Yi yMN:RONS t/.'.k" ft d/ . � m RcOR REG•MOSEOOnt'YLIfMpITA$TON O 12•D.D.V OVLS PEWSoWhN +a1� 545./C 11 me" .v0 — E 1/E•w m_(D, 4 NSGRFOAF1k�tU1SwEN F,O2'R- 0• CROWN OR TV CL OR Qin- 4 �Y •0. -Tka NLov. -' R� - £3-L'Pu�• elAH 4)03-13 C3-Ce�t�- 0:0.0.0- -a- DETAIL END CONNECTION DETAIL 1Q END CONNECTION DETAll 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,f1��••••....•...,• ��>• 02017 TD-TECO,INC. �,1C E ®2077 EASTERN METAL SUPPLY. INC. \ NSU;•. v9; ..E,.. TM IMT co I N�. Accordion Shutter System A.S.S.A. H.V. 0.AOE#1 W/OR W/O H.V. WINJOW MADE TIWT TESTING 4 ENGINEERING COMPANY American Shutter Syalems Ev.N DESCRIPTION DATE ORAwN RY: LC. rr Aaaoctotion, Inc. o 0 7s-oas 7 2//1 2 f 07 27/1, 0'•. ;• 6355 N.N.35e,.S.Ske.305,NRGNN CARDFS,s,(L01aDA 3316 I Phone:(305)871-153 Fox:(305)871-1531 4268 Westroads orive = s \� '-SEB 000«617 Lcwn West Polm Beach, F(. 33407 3 DRAWING No - CONAL ENS'. WAITER A.TRJA P.E. • 17-107 P.E. SEAL/SIGNATURE/DATE FLOIMA La./"187 5 SHEET e 18 OF 20 �5'•SS • GENERA LIMITATIONS AND CONDRIDNS_OF USE FOR BERTHA !'_''.• 1.MAX.A.S.D.DESIGN PRESSURE RATING. +110, - 110 P.s.G. —_ 2.MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A D.G w H ON SHEETS 6, 7:AS WELL A_S MOU"NGS M. 0,T,U/A W ON SHEETS 16 h 17. ONLY CENTERMATES Lcy (BOTH W/{e/OR ARE ALLOWED WITH�J 4 (R}a ON'. IN A SYMAEfY1R',OR OPPOANG lA Ul.IN VSE OF OPPOSING xypJf,IJS)MUST BE MCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �a /E M•EA-END eLALL S. (A)HV WIN00YG BLADE SHALL ONLY ALLOW A MA7041M OF 5 OPENINGS (3.0 HOLES)FOR 44 PER AT SPACINGS SHOWN ON SHEET 4. AWf.5 WINDOWS I I I (R)MIN.CLEARANCE RiO�I TOP OR OOTTOM EDGE OF HV WINDOW BLADE lO ALLOWED A7 EfV giOF ANY 3•0 HOLE FOR SHALL BE 12'. WINDOW BLADE® (C)FIRST URBLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv WINDOW BLADE I (D)HN'WINDOW BLADE Ca MUST BE USED ALTERNATE TO A SOLID 1N BLADE(I) THROUGHOUT SHUTTER'S WIDTH. 4 I A (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV gqx BLADE 7 AT ERHEn SIDE OF THEM. Dg (F)POLYCARBONATE Hv WINDOW/C4 SHALL BE INSTALLED SO TF)Aj TABS FACE SEE END I1 THE ARTERIOR OF THE OPENING BEING PROTECTED./IV 1MNDOw'ttsl MUST BE CONNECTION �SS ONLY INSTALLED AND LOCKED USING A HGV SETTING TOOL PROVIDED By ASSA, OVA" ON SHEETS ■ INC. 10 k 16 TVP, a a FULL HEIGHT."-" 6 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME tP B ALDL4GS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES tE3 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS NTO POURED -5 GONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 @ 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 t 2 ABOVE). � ! 6.MINMUM SEPARATION TO GLASS SCHEDULE PER ASTM F-199r, PUN FOR 1Ar V (Sff REOJIRt MCN_S) _.._.S D H TVP TOP A Bp1TCM L)2.W'L4 WIND ZONE_ MINIMUM SEPARATION TO GI ASS ti/ ._--y1NUMRED WIOTN-- .. .—.__—' ____'' 1 IIMU 3 1• . ELEVATION LEN SERA11'TIDLL TOUGLASS . — e:s• _ EMSTINC C55 SFE SGEDULE QI SIEFT 11 FOR BLIDE _.... —.�_ APO ON 7H5 51fET FGF BLADES O Y ��— ALTERNATE OPPO$Jt1G GENTERMATES 3P.'2i. W/ '3,%EYTERIOR ONLY) �/ AND Wi Z$ OR ZA (SEE NOTE 4 ABOVE) All • iYMM€7RICAL CENTERMATES W/24.OR MID _.......__....._.--t W/OZ (Sr NOTE 4 ABOA) LM �. TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 16 SHUTTER* ---- THTFF"AA T FLORIDA BUILDING CODE(Von High Velocity Hurricane tone 1FD 201/EASTERN METAL SUPPLY, INC 4/ 1201 7 11LTSCO.INC BERTHA HW, I- A i� IL EC O INS. SAccordion Shutter System SAw H.v. eI.AnE iI w/DR w/o H.v. WiNDUW MADE S American Shutter SystemsEV.N OESCM1,110N DATE DRAWN BY: .. ,. TILUT TESTING t ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27 1) DAM- 07/27/17 5315 N.W SMR SL.M4..10k VRiCaAA CwCNS..ORM 11'h Ph.-:(305)671-1530.F..: (305)871-1531 4268 Westroads Drive 2 c t"4booeM .-m West Palm Beach, FL 33407 3 DRAWING No ma ss��NAI E4A6 EB-00067,9 17-107 •'-. 'H•' WALTER 4 A. IIUT,Ir.P.E FLORIDA Lic./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 5 19 20 ,/2.0035 TNR3E VARIES INSTALLATIONS W ;1� HV BLADE & HV CENTERMATES 1;' -2� x - Min.ASTM A-653 ORALE 40 2-,,,,. INTO METAL STUD WALLS Min.0-60 SAT STEEL u 43b 'k �a0• oas ��i. . METAL STUDS AT 16.O.C. •6 O.C. 4 - •o� 1/4"o NOMINAL W W 1/z•' '�^� # CONDITIONS F USE ALUMINUM SLEEVE -- Ty -- __T FOR BERTHA C] HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 3/4x 6 1/�:o.o3s HICK w I 43c 430 9n SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL 1 O 6.O C. O 6.O.C.^. I - $ 3.000' ASTM A-653 GRADE 40 Min.C-6o I -- >---t SEPARATION TO GLASS SCHEDULE ti ,-----MOK.- CALVANIZED FASTENED To STws , / " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO 1- W/(2)/4.1/2'TEK SCREWS ON 1 EXISTING KNISH 3 INTERIOR a EXTERIOR PACE ; `•AS APPLICABLE 6� 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION 4x LEN[n1 + r MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1986 TO GLASS Df15TINC C1A55-1 TO GLASS --.. (SEE SCHEDULE) LT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 1^ 114-0-20X,3'PENETRATE 1- �') m WITH 21 ARRANGED A METRICAL LAYOUT. — --- MUST PENETRATE 3c 1 I E USE §(2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE a" I EXISFING FINISH T INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373• .13/4'.6 1/41 HIC 0.035-TK Min.I AaPucABLE CENTERMATE. -' I j .250• 050' • c01rt.CALv.STEEL TRACK CNANIVEL.J As r ASTM A-653 GRADE 40 W. O-6D GALVANIZED FASTENED TO STUK+ rf W/(2)/6x1/2'TEAL SCREWS ON I 4T3c 43o I 1 --- n r---- _ INTERIOR(2) a EYIERK7q FACE i ,O 6.O-C O 6.O.C. --- 1/4 0-20 THREAD" ` �� ## BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 4 C 1/4"0 ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADEiQ PRODUCTS FAB-LOK HD 43b b-. 1 1/2•.0.035'THICKW '::::WWEs. Ey 6 nC. COMPONENTS MN.ASTM A-653 OR"40 2"kI i ""^.o-60 CAN.sTEa ' (� WALL HEADER/SILL INSTALLATION G 'n. ..-EX FINISHAS APPLICABLE SCALE: 3/6•� 1 METAL STUDS AT 16,0. IMP.. T ( TB OP t BOTTOM) w •mow _ -- __ .. _. _ 1 3/4^.6 1/4'.0.035'THICK Min. ONT GALV STEEL TRACK CHANNEL LEXISTING CUSS - - - - - ASTM A-653 GRADE 40 Min. C-6 GAL D FASTS TO STUDS 0 i � I I ' W/(eWIZ'6.1/2`FASTENED SCREWS ON 430 43b 43c I I SYMMETRYCAL SYMMETRY _AL ,SRL. SEPARATKXI VARIES INTERIOR t FXTERIOR FACE I CENT MATES W/ CENTERMATES W L (ST uLA�� Tom, EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE 4 ------- ---- - ---- - � 6 m `� Mi v.) IN (6• n.) IN L/ I 2 4_.__=-- _--- __---____ - - ------------ Y — -- —� _ — _____--------- ------ -- ------ - -- - -- ---- - - - 2>42 ' 21 LOCA 0� 12 Nv HEADER SILL ENDS VIEW Y I �Z (6 Min.) 24 SIDE CONNECTION TO TRACK `_./ 3 1/4-(Typ.) 6 1/2"(TyP.)._-- T• -B 1/2•MAX SLACK ##......._--,' (Cont.) BLADE SLACK DETAIL HVF HYQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone M1:i.- ���/ .• C 2017 EASTERN METAL SUPPLY, INC. 0201?TL1EC0,INC. 1 CENS'-'� TM Accordion Shutter Sy stem 11LTC�N — A.S.S■A. tv aADE#1 w/OR w/o H.v. NINDOW BADE American Shutter Systems .N OESCRWT" DA DRAWN eY: L.C. * //�•� * TILLIT TESTING h ENGINEERING COMPANY t 6753 M.N.Ml„.Sl,Sb :AS.NIK N GAlI0ET16,ilMaY.Uf6 AssOClation, Inc. T OLD 15-065 7 7/1 DATE: 07/27/17 ¢ PIo : 705)071-1530.Fax: 305 71-1531 426A Westroads Drive 2 s �P—?-� M ( >e DRAWING No moa:TR«11719 o West Palm Beach, FL 33407 s Ao'•'��ORO,:6�;.xL EB-0006719 17-107 WALTER A TLLR 1.P.C. 4 P.E.sE$! LE/DATE FLORIDA L. 44167 ` SHEET OF 20