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HomeMy WebLinkAboutProduct Approval 2/11/2G20 Florida Building Code Online M UP BCIS Home ( Log In User Registration Hot Topics ' Submit Surcharge i Stats&Facts Publications Contact Us 1 BCIS Site Map Links t Search i FIOn *usPr- duct Approval ir ER:Pubric User Product AFproval Menu>Product or Anpltion Search>ABplication List>Application Detail " FL389-R9 FL# Application Type Revision Code Version 2017 Application Status Approved CommentsCODE fia , .. Archived ST. Wcrn: COUNTY Product Manufacturer American Shutter Systems Association,ac,5„_ Address/Phone/Email 4268 Westroads Drive UPW West Palm Beach,FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email [y1le, 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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. W! Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC, DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).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 i Certified By I� https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 Florida Building Code Online 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-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection s Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 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 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade, 8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 Evaluation Reports 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: ReChec https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: T,BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)RLS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WON THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BEEIINSTALLED WITHSA DRECBE DONALI�Y FACTOR KdERMINED AS p85.USl GON I620 OF ASCE 7-10 ABOVE AND SHALLNOTEXCEED THE M0.Y M (A.S.O.)DESIGN PRESSURE RATINGSJURISDICTION NDICA ED WHERE SHUTTER WILL TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONOIRON, ULTIMATE RESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A_S.0•DESIGN WIND LOADS AREA 1: HV BLADES(7& dA BY MULTtPmNO THEM BY 0.6 IN ORCERTG COMPARE THESE W/UAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HTV 81ADE 01 002t,141-03,00715,01-03,01004.01-05.01214.01-05, 00317.02-06,00609.01-10 AND 00210.41-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2, HV BLADE(1)AND HV WINDOW BLADE MCA AND E-1996 STANDARDS(MISSILE LEVET,D.WIND ZONES i,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPI,ICABLEI -Hv WINDOW BLADE aQ+ 00505,01-08 AS PER ASTIA E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2, 3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL,SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.NV BLADEa)AND HW WINDOW BLADE Q ARE ENGINEERED 10 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED Ott SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHETT 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014.2.75'AND 014.1.75 RESPECTIVELY.410-HT MINIMUM SERIES CENERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135-0 k31 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERLATE ALTERNATING DETAILS HN SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE NV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STTLEGTH FOR 6063-T6 ALLOY I5 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1^-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO Be ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Mi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADED&e WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 &THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 0079582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S,PATENT 05458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY.INC. Xt 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO DE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HU 1J�INDOWLADE tiiV ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR ENGAGE OR LOCK ALL LABEL IINAA ViSIBLE OCKPLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO AREA 4• HV WINDOW BLADE niONLY 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 STUD WALLS SHEET 20 PLACED FOR EVERY OPEII NG.LABELiNO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION S14AM.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILOING AI4D ZON114G REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.La.WHERE THE SITE CONDITIONS DEVVE FROM THE P,E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.Q.,PROVIDED HE/SNE DOES NOT DEVIATE FROM [7HIS DRAWING SHALL.. ONLY BE. USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE 35 THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (p)THIS P.E,D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.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.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AI40 SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ttyAArarii,���� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone itk4111I1� l� #1y 02017 TILTECO.INC. 02017 EASTERN KETAL SUPPLY, INC. tjC Ns BERTHA-HVTM 777iLT7EA + Accordion Shutter System ■ ■ ■ KV.0-AM W/OR W/O H.V.WNDCW BIAM 1(1✓I( r TILUT TESTING & ENGINEERING COMPANY American Shutter SY3f9m9 EV,H DESCRIPTION pAic DRAWN ar: La T&uV\L 6M wx 36M V.,I;I.aps:nRdNu cwbrRs,Fwxcu MIS Association, Inc. 1 OLD 15-085 7/27/1DATE- 07/27/17 % Phsaa:(305)671-3530 t..F..:(3053571-Ass 4268 Westroods Drive 2 DRAS'IING No tyt� AA a-mai:-000,611 of to+n West Palm Beach, FL 33407 3 17--1 d7 -, uN��N�L� 4r�11i1 WALTER A.0TILLUT Jr.P,E, 4 1V rLOR+DA Uo.j 44167 3 SHEET P.E.SE'At}Si6f XY6RE/DATE 6 OF 20 I VARIES Marc: ff 0.4 4' 4.37'. as 4 Ile 4,8 99r. 5. 1KI. . 0 (j HV 90-Z18(r STARTER (�)IJV UNIVERSAL FLOATER . 4. QUALIFIED FOR USE W/ COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE V1/ HV SLADE (�)HV DIRECT MO HV BLADE I HV WINDOW BLADE 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE V 6063-T6 ALLOY AND TEMPER BLADE U1 -SEE LI DNS OF USE OF GLAD ON SHEET 19 6063-16 ALLOY AND TEMPER C; 1241- 1% so TEMPER 22, .085' r y, 7 70 .67 2126' 72 842 • 1,897.. VI -i 9 -------- 7 HRN "I' V ADJ. ADAP A f j 4.a36• .4 12 5� 1.375' 0.072'.- 26' 7• QUALIFIED FOR USE VI/ HV (�)IJV WALK—OVER TRACK '920— (�)HVSLADE(D QUALIFIED FOR U E W1 HV BY TRENCH TRACK 1-255- ;L-15q- A 1011-TRACK OY BLADE 1) QUALIFIED FOR USE W/ KV QUALIFIED FOR USE MI/ HV 6003-16 ALLOY ME TEMPER SLADE(DONLY. HY RAINGUARD BLADE I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UBE W/ HV 6 -T6 0 R VAI�ES 1.936 VARIES SLADE'A TEMPS 3 ALLOY A 1.936' 6063-T6 ALLOY A p mr r-083' -1063. .063- s3, .09'.q 670 6 913' .060. 6y of o 670 1.686' • 670 3Ci? 3.529" 50, q 11ESV CEILING HEADERHVHEADERaL. (13 OMFiEO FOR USE W1 HV BLADE(1)ONLY. QUALIFIED FOR USE �/� HV 3LADEIONLY 6063-T6 ALLAND R QUALIFIED FOR USE IV/ HV E(1114 HD WALL HEADERISI I SEE SECTIONS FOR VALIDITY-7 SECTIONS 01 QUALIFIED FOR USE VI/ HV! 6063-T6 ALLOY AND TEMPER 6063-T6 ALL YANU TEMPERBLADE Ul ONLY. 6 TEMPER COMPONENT A 13 T1 T2 x Y t 1 2- 2- 0.125' 1, 0.062* 0 2' 5'MAY- 1/8' 1/8' 3- a 2" 5"MAX. 0J92' 0.192" x 16 SIDE ANGLES �i ALUMINUM ANGLES (9 2.5' 7'WAX.JDA90 0.190, CORNER POSTS QUALIFIED FOR USE W/ HV RED FOR USE V// HV BLADE QUALIFIED FOK USE %V/ HV — BLADE(D _T6 ALLOY AN BLADE(,V ONLY. 2* 5*MAX.{0.139' 01131* 606 - LLOY AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' INC. 02017 TILTECO.INC. 0 20f7 EASTERN METAL SUPPLY. BERTHA HVTM % Accordion Shutter System u ENS� 41 /!;ILrEc 0 INC. A.S.S.As KV, DLADE#1.W/OR W/O KV.WNDW WM American Shutter Systems REV.No DESCRIPnON DATC DRAWN BY. L.C. -OLD TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 15-085 Ht!M2 OAYVL- 07/27/1 TA 635"3 NX. St.St.305,MOCKA GAR FLORIDA 3316 V% Do*' pha­ (3051071-15 4268 Westroods Drive 2 30.F..:("05)871-1531 DRA'WING No .__a;otc.*Od-67 +,� Vies( Rolm Beach, FL 33407 3 FB_�6000 WALTER k TILMT Jr.P.E. 4 17-107 FLOROX U. #44167 5 SHEET p 6 2 OF 20 t6Sa` 9 1. '- DE CAST !.57, 45' 93' P JJa' nAT H&O tHREA� OUSiNO ENVVE. ,4•-2O "'--- SSY. PARTEDMAGDEO "DE CAST —•i yI 1 p .�T' ') O. HOUSE4C FW1d�EL nUAUFIEPFOR BAKED PNRtEDORES S rww .062'7.3 5' .378' Lows maim LORASSDER +IA! ^ m Pr XM(CHROM (CHROuE atATED) RMATE ry HV FLO TING 7�, 325` - =� kiV LOCK HV EGRESS LOCK BLADE 1�& to LY i2 A ! a.az' 7't OUALlF1ED POR Wj NY gUALIF(EO TOR USE Wj NV ND TEMPER QU SED FOR US£ W/ HV BLADE 1 & tA)ONLY R.y6063-T6 ALLOY AND TEMPER I ONLY. BLADED& g)ONLY. ALIFIED FOR USE Wj HV BLADE i ONLY -1-.250'04. 5te�6063-TG ALLOY AND TEMPER PUSTIC HEAD t.7 gggpppppp 2OSCREW1rRa 045'.((�--� 5. vi 60'AFTER RIVETING oe1�4"0--20 X 3�4" DEFaRE RIvF rlac " S,S. THUMBSCREW 1/4"0-20 RIVNUT* mt *SETUES 0444 AL.UUDUM(2024-T3 ALLAY)URGE FLANGE TNN SHEET HUISERT.PART/0820.AS MANUFACTURER eY AVDEL %^ n rr j - CHERRY TCKTORN.PARSI➢PENY.NEW JERSEY 07054 OR EQUAL PUN 'T FRONT EUVAAON i�73L T . a 566` ,2 LOCKER FOR "T" LOCK GENJERMATE auAuflEO FOR USE W HV BLADE ) ONLY � HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK 16 H�( ALTERNATE LOCK 6063-T6 ALlOY AND TEMPER QUALIFIED FOR USE W1 HV BLADE(t''jQNI.Y QUALInEO FOR USE QUAU g£I.DAD£p USEONLW/ HV QUALIFIED FOR USE W/ HV BLADE )t,,)ONLY 6063-T6 ALLOY AND TEMPER" Y+/HV BLAOELiJONLY. 6063-T6 ALLOY AND TEMPER 1917 ` r—L87.1--i 3.167 v =,0-62* .aZQ �-THUMIITURN4 1CYLINDER OR 2Ta• 6 KEY CYUNOER I .545• a CKING ROD 31 WXA2 IID CENT RMATE y�/ IOTNG {COQ w '4 �Q 2s MDr. o QUALIFIED FOR USE W/ HV BLADE(D&& (IA) 61 ALAFIED FOR USE W/ HV BLADE& to 6063-T6 ALLOY AND TEMPEa � HD CENTERMATE'S INSERT 4 6063-T6 ALLOY AND TEMPER —T" • QUALIFIED FOR USE W/ NV BLADE(1)& lA 6063-T6 ALLOY AND TEMPER I"i•-20 5.5.OR SJ8'o- i T )-THUMOTUHN KCTAL TH41feSCREYrS. t1�2• ttt} CYI.INOER (SEE DEM" iLo OR KEY 15' m; ,I-- 1.57 M3. CYLINDER I.78'Mor. LOCKING RODL� ,f4a i�4 HD LOCK )-,375b QUALIFIED FOR USE Wj HV BLADE 07 V 3 8"0^1 C7 ACETA (371 HV 1 f4" d-20 AISI 304 GY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK, 6061-T6 ALLOY AND TEMPER '�1 —f �' '�`� I(�ES.S.STHU1 BCSCRE'Njs OVAUFIED FOR USE W/ HV BLADE t & A �5}INSTALLATION WILL REQUIRE A 7ji HOLE TO FOR THUMBSCREWS OUALIFIED FOR USE Y+ HV BLADE OTi1LLE0 AT TRACKS FOR PROPER FOMENT UAUflEO FOR j HY B j FLORIDA BUILDING CODE i,NOTT high Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. p74L7IP� E rA� BERTH ANSA TM �a = Accordion Shutter System C eetc. ■ • s ■ Hv Ras)E ) wj OR w/Q HV.Pity 13AOE x 7tf I TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N DESCIUPED14 DATE UPAM71 UN. I.C. ~ •'a'. 6755 NX.34ch.St,V..305.NFOOEA WARDER$,RCR04 331 ASSC)CIOt10T3, Inc. t OLD T5-085 7j27J7 RATE: 07/27/77 'O `STATE of ^" � PnnOe;(.to5)87t-1530.For:(3D5)871-1531 4268 Westroods Drive 2 DRAWING No CJ'•'•. 4-mar.th-ooe.com West Pa)m Reach, FL 33407 3 17-107 7-- 07 t4'�sCr:��?R1....�..�('•'���itt` WALTER A0006710 IlLut P.E " ufQ a T R I' FLORM Ue.t 44161 5 SHEET P.E. SK�+i.�....A�j1RL``j0A7E 6 3 Of 20 I 1- ' SHUTTER ASSEMBLY SCHEDULE FOR � 1 3 8 41 O HV BLADHV ili HV 41 4O .-® / " i 12•TO+BLADE T PCE A825' ® HV BLADE lA B1AOE 0625" Sfi .06625'1 0625' ® HV LONG RECESSED NYLON BUSHING x BLADE'SD OPENW 1875' Y p v n KNUCKLE .0625?i ,# P1 1 HV SNORT RECESSED NYLON BUSHING 39 f° (m) 0.062 ® HV NYLON HAT WASHER D OR ® ry FLAT e R1 N 4 R1.7�f ® HV WHEEL CARRIAGE AISI 302-303 SERIES \ 4� 40 I 3 5X ///C2.8750' 0.870'x3/16" THICK NYLON WHEEL. I r` I— 2 7/8'MON. w WINDOW 0,188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPAARATION. u3.0 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i � CLEAR B ENI EE N 5 3'0625`x.0625_ 3.7500' ® 1I) •o OPENINGS ON CENTERS SDrdIS=Y HV 2 3/4" ACCORDION PIN W/ #B HEAD x` .4 "' _ .7500' `41 �i ! 'y ClEAR4 rmn,Da nrvmn•. ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I pr—; I 9ETT1 SEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL D OR ® i-® or ® N.T.S. (SEE NOTE FOR REQUIREMENTS) I I D OR • i i i �k POLYCARBONATE IMPACT RESISTANT HV wiNpOW ' 13AYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC * { I r10 BLADE EEarTUE INNOVATIVE PLASTIC LEXAN 103 RESIN ' Ql OR (9 i i (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® �N0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV @ OR ff HV ® BLADE. j f EXTERIOR POLYCARBONATE SOURCES FOR 44 I'YPiCAL SHUTTER ASCFURI Y (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N S HV PIN DR 44 AT 14mPrnrxz EFEROm I �T roc x EXTTEEkRIOR FIrrtxaa�Ea7"� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 20.372-, BLADE'S KNUCKLE. pL45YdL BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. (SEE NOTE ° FOR sPxanc CAI 0T.6792 aou mem 0.0a3 REQUIREMENTS) BEGtihNdGl: TYP. 1 i TUI6 HELD M04T,1 ASTM DE35 9,4w p.4L 9.500 P.41. (3) HV PIN 19 OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 ' ' ! 1 ITEIOWIL STRew Ar nOO A9 070 2,5w p..L 1].400 P.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Wwa&aMDOLtUs ASM D790 310.6w P.L 315.0DD ® SHEET p..L 1 01P�LL NORNEO WD ASM D254 16 rT-.b� 11 R-IP/m f 1 I ME , WHEEL CARRIAGE DETAIL 9UOKE Dnarcr ASTM D2843 47.2; E4.5 X MM t+..S. S�EMBLY LAYOUT FIAT, 0r BUFM40 ASTM 0635 D-I aLss C-1 CLAW ..S' SOX 4"MoN ASTM DIG" 1040'r yDp y ASTM 6155 M HV BLADE SOLID & (A HV WINDOW BLADE DETAILS sDs1�TNAna „G'KR�D V.03° s'°'P.0 Ge4D`4A m�LO sTREss aEroRE I+7ATIXrmD AV.E35 e46T P.+_L eEeO P+a N.T.S. 1ItX11111pr»iii�. A. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' `111Q:�' .0 ENSF'•.,�'p 02017 TILTECO.INC. 02017 Sk;TERN METAL SUPPLY, INC. p BERT! A HVTM "ILECOIa�. M■ ■S■,A■ Accordion Shutter System •,. j H v. MADE#1 w/OR w/o KV. 1MNDOW MADE American Shutter Systems t � TICCIT TESTING k ENGINEERING COMPANY .N DesCaiPnmt OATS DRAx7+9r: La O''•., P; 4�'pl 6753 ILW.36tH,St.Str.305,VMCNN WDa.3,P.C,JctAR Da 3]IE Association, Inc. 4 1 n L OLD Is-oas 7/zT/I w1E, o707/27/17/07/27/17 P6ona (305)871-1530.Fox (305)871-1531 4268 Westroads Drive 2 a-..3:12tma..LDRAWING No Eel ss/VIYM1. �rr/11 m0 West Palm Beach. FL 33407 ] M 8-D005719 TILI 7— O7 WALIEA A, UT r. P.E. SEAL/SIGNATURE/DATE rLORIDA U.#44167 5 SHEET 6 4 OF 20 ! ONCRETE ANCHORS POURED.CONCRETE POURED (SEE SCHEDULE CN OR CONCRETE BLOCK POURED CONCRETE. REQUIRED 1/4'0-20.3/4'S.S. CQNCRETE REQUIRED SHEEP 13) — CONCRETE ANCHORS MACHINE SCREWS REQUIRED t— roq ! - ,-(SEE SCHEDULE ON v//i/4"-2D CONCREFE ANCHORS 17 1 JNA EMiPVE(SEE u0uMw0®ON SHEET 7) i' SHEEP 13) NUTS© 12'O.C. (SEE SCHEDULE ON SHEET 13) y. 1. I ��� N41n. (/4 0-20.3/4'S.S. Mtn. 12 OR U4 r EQ Q g;JI E SCREWS -r --- -ED EQ USING 1/4•-20 NUTS - 19 a 12`O.C. 1/2' E,n.• I I%2'- ( I .250•Mox. l L 13 OR 18 n _ 13 OR 16 y a5o` 1 E.D' ( y .250'Mox. Max. f i L ! P OPTIONAL I I i - I OPTIONAL 1 ' ( MIN.'SEPARATION 10GLASS1 L Hs'r�aAON DE® � 1 OR � ETIISTlNC I w sm `� N 1 CLASS (SEE SCW.EOULE ON SHEET 11)` , EKISTIING + ULApg�y�'/' 1 MIN.SEPARATION TO CUSS j GLA55—i r(S£E SCHEDULE ON SHEET ll) wsnec � ' G''`as"' fC HV WALL HEADER INSTALLATION HV WALL HEADS Hv WALL HEADER INSTALLATION + KEYSTONE UIN.SEPARATION 10 CLASS , E GLASS CLAS °fA•� ''ra' 1 1 OR n• , (SEE SCHEDULE ON SHEET i tj i TD QA4(SEE 1 i i.-- MIN.SEPARATION 70 GLASS ' ' 1 IXCLASG,—, CLASS !NT , IW� (SEE SCHEDULE ON SHEET (I) I agIADfFECTStUk e y EX157ING " f - R,� � , OPTIONAL i i GLPSS--a - EX.! I 1 r i t � 4, i 1 I 14• f oP71OMAL 13 m 15 E. ED /2. 7' 13 OR fl bl V ' 12 oR 14' �-- - --4-1/4'0-20x3/r S.S. 1\ Min I I ; PHILLIPS TRUSS HEAD \ 1/4b-20x3 4'SS.PHxuJP5 } FO EO (._r,"•.ate 1 N MACHINE SCREWS usiNC ._.._'+_ ,,..Y.. 1 CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS '•--CONCRETE ANCHORS l- 1 ! I/4'-20 NUTS O 12'O.C. -(SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12'O.C. la (SEE SCHEDULE ON SHEET 13) M,n, POURED RETE BLOCK SHEET T3) POURED CONCRETE �, � � OR CONCRETE BLOCK CONCRETE BLOCK NCRETE ANCHORS REQUIRED W REQUIRED HV WALL SILL INSTAL�ON (SEE SCHEDULE ON { HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE EQR COMPINATION aF SECTIQNS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL ERE.D.••EDGE DISTANCE • SEE UMITADONS OF USE FOR H V BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 10 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSWAROI i Jfl ri„ FLORIDA BUILDING CODE Non High Velocity Hurricone tone, 4L �, ''• Nd'= 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. A BERTHA H TM Q Accordion Shutter System i L E c o G, ■+ ■ ■A■ H.Y. EIA X#1 W/OR W/O H.V.WINDOW BLAIX American Shutter Syslems REV.N DESCRIFRON OATS DRAB'N BY, L.C. 'PC TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 �y fi ,. ((r 1�:'t{r 4 esss N.W un sT.s< os.uacNu PwoDn.nOaw xs,a 4268 Wesiroads drive 2 (305)67,-,53o.r.,1(305)671-1531 DRAWING No Lal,..000l.com West Palm Beach, FL 33407 3 17-107��1�� ES-0006710 4 WALTER A.TILUT Jr.P.E. rr FLORIDA Me.(44167 S SHEET P.E. SEAL/SIGNATURE/DATE s 6 OF 20 ETS 10 is (NSTALLATlONS W� 1 HV AN "�kT LOOKING RODS©, ET LOOKS lb.1(D UT A, SLA SLACK D NV LACK IS ON SHEET s. 7V i /—'EXISTING GLASS C" **SLAVE SLACK pETali NVF IS VALID FOR ALL BLADE W HV CENTERMATES aENTERVATESOPUCATIONWITH RIADE(D 0R SEE END WALL CONNECTION t 10,QS�"�}j• @-o•Q EXISTING GLASS DETAILS ON SHEETS 00 i o'o•Q_o'a'Q� _--_--_----- _ -- __-_-_-L---------- - ------------ CTION W,61 1 O 3 1/4- 7" 6 1/2" 7" 2`.0".1/e-ro'-z i 8 + 8 oa 9• 3 a 1 5 (6063-T5 ALLOY)ALUN. ° METRY A IN ANGLE W/tx) 1/4"o TAPCON 1/z" �° 2 aICH0I-CONCRETE CENT Rl TES CENTERMATES (TOP/00710M) #10.3//4-$.us.o Ix` W V LOCK 4 5 LAI aRATtoN (4)d10.1/2-S.N.S.TO TUBE 'r b.C,FULL LENCHT. HV Q—CI(;"'4 0 (LS' io s AT EACH ANGLE.MR) \, I * C* * T (C14 SHEETS I I E N J J i N Ia 0 \ , AL2 20 ® 3 Q" _ r� x. Q�a��A{6 .aQ�la •Q 1 a - OUT N Q* HVC 10•©cR l�]•(1 °p 1 't�°A HVA �vB oxaoi! 7 �a 1() °4 /—EXISTING GLASS POUR- ONCRETE OR O+O+©' �•O�•�ual 10+ I5�"�•� ,r ETEetacxlvatl 13yw w r� — au En FASTING '@°"li.`l`1LJ �.:�!'QQ�! S .———.v—.——�^ —.^ N— 6-7 '�°Q V'�•�;+ °R MIN.SEPARATION �� �G4AS'S `-'at`^'•Q°"`.- •""'_.I�CIASS CENT V (�✓•���• <�/J• TO GLASS ,5 —_.._ * (SEE SCHEDULE b} W V OC 6 tNTERIO }{'�� (,`� ��.,'�r,, pN SHEET 9 i} cit °f/ NTERIOR} lJ•®oa Q•Q°4<'..'J'® { IAN.ESPRAT. t a �J _ - ry ONAL aNSHEET11) ER R) __ - -�_ Ak "ASS ( TO INT _ i -Y—-...— I �corocaLnE I ANCHORS 16-ac. t; I SO, — * °' 4/E. C.7 .. � * Ottt,TrTr � L\)+p CUT 6 1/2 tAtt SLACK (EXTERIOR) HVE HVF** HVD UT FLORDA BUILD1COD Han Nigh Velocity Hurricane Zone "•• ' G2017 TILTECO,INC, 2017 EASTERN METAL SUPPLY,INC. �NZEN194 BERTHA VTM � A► S .� A Accordion. Shutter System 1 L E C O ,<N�. Ky. BLADE#1 W/CR W/O H.V.\&IN W SLADE : t 1., TILLIT TESTING & ENGINEERING COMPANY American Sllutf9r Systems Ey,N DESCRIPTION 0Att ORAN11 BY. LC, Association. Inc. I OLD 15-085 7/27/1 Oatf- 07/27/17 �'•, t .1 6355ttw.36hiG.Slf. 6SLt2GJUaIxxt9,s2aaa3310 4268 Westroods Drive 2 Phase o(309)871-1530,.Fax:(305)871-IS31 DRAWING No ceVltitaoiaco West Potm 8ecchi FL 33407 3 4 17-107 WALTER A.TtLUT Jr.P,E. P.E. SEALJSIrrjl CNATURE/DATE Faa DA Lk.#44167 6, SHEET OF 20 I • ALTERNATE S "T" LOCK V MA E "T" LOCKSICE TE S 8 LOCKERS In HV BLADE SFE ENI) CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION ,10 HV BLADE OUT IN `?L(I EYISDNG`� Bu.o�A CET&L HVF.+NOCATED ON SHEET 8. WZ HD CENTERMATES AS Ntu A$NNNERSV.FLOATING BLADE 0 DETAIL"DO-MV „0„ ,0„ .�o- MOUIEO ON THS SHEET,UAY BE USED W414 IHS ALTER SEE END WALL CON ECTION 8 @a@DETAILS @-0 0o- NNsruu r DEM HI a w ET3'. AILS O SHEETS TKO d 18 ���-. i &.0-@-@)-Q)-@" taaw to uwr)+rug- I n 3 # # 35# ANtR`■ 211/a'ro Ew _e I (AIGNAL) 1 L------------------,.--_----__- _ 4 rornoluL! i tTCPtealtt%N} --____--i-__________ (4)t+0nt2`sN,s.TO iueE i nam/a-sus.a Ir FIN I N AT GCM AJNGLL t1m) I O.C.NLL l.[NtNf. �# — 3 (4)H.V. (4)N.Y. ux.Nf9JFATa. PINS(7YP.) P01s i0 atAs$ /VHV T' f 1 Jl4• �'') � Ttn samxE bw 3 LOCK (INSIDE) 6H EHEET q rJ 1 2 24 1 4 �2 OUT 31 av 2 ��,,, g3 31 oR32 3t oR 2 3$ 31 oR 2 2 1/4" 0-20 x 1 1/2" S.S.M.S. KJ �* OUT (DprIGIA) NDC—FtVC *see NDTE S roN FN toad. W j 7/8"0 x 3/32" WINGNUT. toPnaN+L}HDD-VB r Lacx,oN 51EEr 5 (O 2 SYMMETRtC�H0 C£NTE ATES $YMM RlCAL HO f N�ERMAT£S 'C'"1 HV "T" LOCK (OUTSIDE) �6 ly,L,�T�/U'�. * O�� L , (EXTERIOR) w/ LOCK t SERIES 2644 ALURVAUIt — ^ /v1 (2024-T3 ALL"LANCE FIANCE TH44 SHEET t2NSERT.PART 1 0820. 10.@n©'@.00. AS WWUFACTORED EO'AVOEL CHERRY ��6 •7 w b TCXTORN,PANSIPPERY,NEW JERSEY ,. Q Q. Q•Q• a. 07054 Qfl EOUAL ':--•--®.�a 1( +QB nQ$•Q7 o- 3 —Q #SEE NOTES ON LOM14 Rap$®N M LOX)ON-W 5 ( ##Utaw'VL TLCtiaa RLAX0 TATA;L-OD-04 B E�E� vA n FOR ALL CpRpuurrt A uwas ATH aua(D E� .1DD—HVD1F# FLOATING STACK (11} NF1 A, j FLORIDA BUILDING CODE Nan High Velocity Hurricane tone 1 ......... 04017 TILTECO.INC.. % 0}2017 MTERN METAL SUPPLY,INC. V\cErsF BERTHA H TM 0• 3 1 L E G 4 ,N A w ww Accordion Shutter System i . RV.131ADE#1 W/OR W/0 H.V.WINDOW IKADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,N OE$CRIPTI011 OAT[ DRAM 6C LC +'•S7�"',", �'�$OP kttt 6355.N.W.360.SL,SU,305.WMA GARDENS,FLONCA 3316 Association, Inc. T OLD 15-085 712711 DAte 07/27117 ''• PhOTLe: DRAWING Na ,(305)871-1630,rp.:(305)871-L5N 4268 Westroods Drive 2 a-m 3;UR-.04.L.ce n West Palm Beach, FL 33407 a '._aNAL ill)A11) ED_C006710 4 17-107 "• ittATAE WALTER A,'"LUT Jr.P.F. P,E, SEAL/SIGNATURE/DATE noT roA u.p 4467 a SHEET OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE DR F' ---.-/ OR CONCRETE OR CONCRETE ,i OR CONCRETE ~---T • '_ _ RCONCRETE EQUIRED LOCK WALL - �/ BLOCK WALL REQUIRED BLOCK WALL REQUIRED ' BLOCK WALL REQUIRED EXISTING GLASS( �—EXISTING GLASS j CONCRETE ANCHOR', r—•EXISTING GLASS =�� — } 4' 2•tAiN. - EXISTING GtAS�-S[t `f 3 � - MSN.SEPARAiK%J '"� .'"" „"✓-�--2"MlN.. TO GESS{SEE MLN,SEPARA710N I LTA w=ON S.L7 m�_ 1 �, MN.srPAW� " EO EO TO GLASS(SEE TO MASS 1 ISCHEDULE FOR aON riEmArro (806316'xa MAX crL 0T&0 ` �Q� L!2" ( j I a�SCHEDULE n Ono ON SHEET 19 FOR M.CLOSER I 7ONSWI (tOCAT'E AT LtJM+C)&([0 PLATE. (LOCATE 1/2' !! 1 LLFnES rO 9 Fort OFH�FR)SIOE ` ( AT EITHERRFS�� MIN � I i } ((�� 1/Y LIIN. r IIII< .}USE I.OR 2`MAX. / { i t (AS APPUC'ABL.E)x2"xT/$"x0 --_ - ALUMINUM CUP ANGLE #I00/2` 4 16^D.C. I _—_—_ .•> 0 I6"D.C. ` t' r% ` - (6063-T6 ALLOY)AT MIDHEIOHT t (1)$Sail/2"S.M.S.TO®& \ 4, � •� (2)1/4'0 TAPCONS ANCHORS TO ' O�. WALL AT 1.O.C. (LOCATE AT SEE D X F EITHER SIDE OF a SIDE CONN£CTI N jOR�\ DET Q OR Q� OR SEE MAIL X FOR �OR �• TO TRAC SEE DCON E Ftl SIDE CONNECTION I 7w�wO.OwBQ«10•®" SIDE CONNECTION �«©•l+l«�'"@J•�« w w 6• T w$ 10•�w TO TRACKS fw 6• 7 w$ t •�'r '®wt�•�w�•rt�o TO TRACKS t2p��w�•®��.�w + '®«�©�,•6�°'l��fi' « � (L.�p//6���«�'Q�"�©y'© O•C77•®«®*O'�« 6•�T, •®«p•p, •�« CJD CONNECTION DETAIL END CONNECTION DETAIL Q END COj�NECTION DETAIL Q SND_CONNECTION DETAIL 4 A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0^ NCRETE OR DDSTINGG.____ CONCRETE BLOCK WALL ® ^ /—EXISTING GLASS �! --REQUIRED It '__ 1 _%rCLASS { ROM.SEPARA�, �'Ioxei65Oc.M �ARAnC1ti V � '—'---'---^"' t r"------ R OR TO GLASS 11 F QAND CONCRETE 1/2•MIN. SCHEDULE ON -nc ON SHEET TO ------- - - - - - on SHEET I Q ANCHOR 0 ti. It FOR axE(DAm ��,....,J --- ------ _ _ ) OR OR t OR(B aAom ON SHEET L9 FOR CONCRETE ` ED O B,ADES(OD a) ANCHOR 6 16 --� 1/2 MIN. .._(� r ..._... y -------- £O — :�7 OR$)ORI(qOR SEE:LIMITATIOS or USE 2"MIN. 2"MIN,_ •SLADE(DON1iSHEET 19 FOR 1�OR©CR(90R@OR(o VIEW �f S PLAN 1 OR ®' «�«Q•QwOw+ DETAIL X ap• �'�w END INSTALLATION 1-CONCRETE CONCRETE OR �°'t„J•O« 1 •�«�+�+©•I�w CONCRETE BLOCK WALL 1, 10a�w�•�« •®« �— 6•7 w 6 7 REQUIRED �«Q� �� � O� ®« 1 HV BLADE OR d& HV WINDOW BLADE INTO 6•T 6 •T Q•�"©!'®«O•d�« `"' CONCRETE OR CONCRETE BLOCK WALL. CONNEC110N DETAILQ eQ•®«� 63�« -Q6�«�r, NNEC ION D TAIL 6 « FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' •. ®� ®2017 EASTERN METAL SUPPLY, INC. 1l 02GI TIITEC `�}GEN,�F•% may" E T VTI., �- -707,m ASS A '1 t L7E-7C • = w Accordion Shutter System tLv BLAM#t w/OR w/o KV.WNDvrr BLADE American Shutter Systems Lv R 9EscalPnoN DATE RxAvnl 9r. L.C.An . Sl:• TILUT TESTING & ENGINEERING COMPANY Ldi(`•..Fl ;'�tv��t� Bass rLir.Sam.s�.s1..aos.�Paru teno,-Ns.rLOAxu sale Association. Inc. 1 Oto 15-0$5 7j27/1DATE: 07/27J17 1 Pha_:(303)671-1530:r-,(305)971-ts31 4268 IVestroods Drive 2 DRAWING No a-m E8 tgt_.0 9,mw west Palm Beach, FL 33407 3 17-107 1 7_107 LYAI,TER A TiWT Jt.P.E, A P.E" SEAL/SIGNATURE/GATE FLOR zA !M167 a SH t0 OF 20 I I • SCHEDULE $1 SCHEDULE 42 SCHEDULE-0 MAXIMUM SHUTTER SPAN 'L+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" MAXIMUM SHUTTER SPAN*"L+' INSTALLATION LEGEND ' NOTES' (ft.). FOR INSTALLATIONS W/�6L OR -L (ft.) FOR R -L-- (fQ INSTALLATIONS CENTFRMA7ES. & or Or INSTALlAT10N5 W/ W CONCRETE & WOOD (t) t+:k1Ax1MULt ALLOWABLE SPAN FOR A GA+EN vrJ ONE H.V. LOCK or or �,Efl?T£RMA?E � & W/ ONE HW LOCKS MANSORY _ POSITIVE AS.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING R005 ar ONE HV LOCK ar or 01? W NO LOCKING - L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERI, @ 283 29 Wf ONE WJ NO LOCKING RODS J WALL A B. C. il• E. M, N. , P, O. AS.D. DESIGN PRESSURE RATING. ODS MOUNTING F, K & l R, S, & V. T LOCK 30 W/TV#0 LO(QNG (SEE NOTES t,t() f'I�-" (YAUD FOR MOUNTING Q {2} PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G H. 1, 11, J T. U, IN & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: N�J&�rEFjG 0„ CONCRETE Jk W'000 MOUNTING CONCRET�3c ,NSTAL1AT3t}HS V uaX,uuu uaxwLw CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. OMON bL5wti RI wS.O.bCSICN INSTALLATIONS A.Sf.blvul PRFSUWX WALL MOurrtING PRM ft DETERMINE MAXIMUM SP94 "L+'FROM SCHEDULE. PRrssuFC WALL M0Ul111N0 FLQORfCINNG RASO RAMO FL4GR/CEWNG 001»11140 GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, Rw1aJG MDUtiDNC & 0P fw�.1� FLOOR/COLING MOUNIll; (POR 1 DETERMINE LU401dUM SPAN 'L-" FROM SCHEDULE. (+OR-) I.ars-) FLG6ft ALL uOUxiWc tJ�� idA1CIMUM SHUTTER SPAN 'L+'OR 1-•FOR [4 (R) L-(6) L 4 (b) L-(R} L t ($) t-(0) l i (fl} L-(ft) V 30 OR LE I6'-0' 15'-0' 18'-0' l6'^0- 30 16'-0" 16'-0• 30 16'(a) I6'-4' INSTALLATIONS INTO WOOD SHALL BE UP- TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 put.A.S.D.DESIGN PRESSURE RATING. f:INIMUtA DETERMINED SPAN BETWEEN "L+'AND'II 35 14'-,0' 14-10 15`-2' I6-0- 35 14'-10" i4'-10" 35 15-2' 16•-10" 40 13'-10" 13'-10' la'-2' 15'-2- 40 13'-14' 13'-10` 40 1a'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13"-1" 13-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4- 14'-3 1 FIV CORNER CENTERLtATE®3 idAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5• 12'-8' 13'-7" 50 12'-5• 121-5• 50 12'-3' 13'-1' MOUNTING INSTALLATIONS" LOCKING SPECIFICATIONS W/FLOORfCkIUNG MOUNi{NGS: SHALL BE AS INDICATED ON MANDATORY CONDITION p2 55 11'-,0• 11'-10' 12'-1" 12'-11' S5 11'-IO' 11'-10" 55 ii'-1' 11'-11' FOR A CNE»POSITIVE A.S.D. DESIGN PRESSURE 60 1 V-4` 11'-4' F 1 t'-7' 12'-4' 60 11-4-4' i t'-4" Go 10'-2' 10'-11` NOTE @5.SHEET 5. RATING; 65 10'-10' ,0-10 ll'-T" 11'-11" 65 10'-10' 10'-10' 65 W-5' 10'-1" DETERMINE: 70 to'^6' TD'-b' 10'»9' IT'-B" 70 10'-6' 1o`-fi` 70 8'-9" 9-4' Lt+- MAX.SPAN FOR WALL MOUNTING OUNTILA71ON5. 75 - 8•-9- y INSTALLATIONS, $P��R FLOOR/CEILING MOUNTING 75 10'-I" 10'-I" 10'-4' 11'-1 75 10'-1' 10'-1" '1`EXCEPT THAT MAXIMUTA SOURER 80 9'-t0' 9'-iD' t0'-0' t0'-9' 80 9'-10' 9'-10' SPAN"L+'OR'L-'AND MAXIINM AS.O.DESING FOR A GIVEN NEGATIVE A-S.D. DESIGN PRESSURE 85 D'-6' 9•-6" 9•-9- 10'-5 85 9'-6" 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3` 9'-5" 10'-1' 90 9'-3' OR CONCRETE BLOCK SHALL BE ULtt1E15 AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 95 9'-0- 8'-9' 9'-2' W-10` 95 8'-0" 8'-9" LIMITED TO +64,-72 p.s.f. AND 8•-0' SPAN, SEE Ln-=MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING M@ ON SHEET 7. INSTALLATIONS. ff;;I2 8'-7' T-11" 8'-S" 9'-4" 105 W-7• T-U• _7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8•-2 SEI ARAT1t3R! TC} t7LASS SCHEDULE MlN1MUM BETWEEN Lt+: L3+: 1+ aNDBtp' 6-11 8-2 8'-9' 120 8'-0' W-11' (4) GQ 10 ANCHOR SCHEDULE WITH FINAL MAXIMUM 7'-t0' fi-98-08'-5- 125 7'-10- 6'-8' ,�,.�-,�.. ALLOWABLE SPAN ANO NEGATIVE AS.D. DESIGN T-B• 6'-5' T-10" 8'-1' 170 T ' 6'-5- WIND ZONEMINIMUM PRESSURE RAANG TO DETERMINE L1A7(ILIULI 7JJCHOR 7'-7' 6'-2' T-9` 7'-9- 135 7'-7' 6'-2" SPACING. 140 T-5• s'-,r -7'=7" T-s' t4D T-s• 5'-,1" ASTM E-1996 SEPARATION 145 T-3' 5`-9' T-5' T-3" ., 145 T-3' 5—_9. TO CLASS 150 7'-2" 5'-7` 7•-4" 7'-0" 15D 7'-25^7� 155 7`-0- S'-5' T-2- 6'-9" 155 T-D' s•-s' 1 THRU 3 1�� 150 6'-11' W-2' 7'-1' 6'-7- 160 W-11' S"-2• 165 W-10" 5'-I• 7'-0' 6'-4" 165 6'-10' S'-1• 170 6'-9• V-1 i' W-11' 6'-2` 170 6'-S• 4•-11- 175 -7• 4'-9' 6'-9" 6'-0" 175 6'-7• 4'-9' N V BLADE. 180 6 W'-6' 4'-8' -8" 5'-10" 180 6'-6' 4'-8' 185 6'-5 4'^6' 6'-7" Y-8' 185 6'-5' 4'-6' 190 6'-4' 4'-5 6'-6" S'-5` 190 6`-4' '-S' 195 6•-3' 4'-3" 6'-5" 5'-5" 195 61-3• 4'-3" 200 S'-2' 4'-2' 6'-4" 5'-3" 200 6-2, - —4�-2c-ytY i� X�1111 205 5'-1' 4'-1- 6'-3" 5'-1" 205 5'-1' #4+�"T" '�.� FLORIDA BttJLDlNG CODE(Non High velocity ([UrriCOlie Zone 11'•P�` •••. �� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. y�GENSF' .•9 BERTHA HVTPA —� �-� ASS A !L.1 E G,O m. ■ ■ ■ ■ Accordion Shutter System - 1 H,v. BtAgE#1 w/OR w/D H.v.w1rnGw 9A)E -p 5• 111l� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Cy,N DCSCWP00N DATE QAAWN 9r MAY.L.G. !+ 4V 6355 N.W.36v,St.,SA..sas.tiiRpnu uwbL1:3,nORtu 3114ASSOCIGI)OT11 Inc. 1 OLD 15-085 37/2711 WE. 07/27/17 `/ -4�,� pt[L 1 M+aaa:(705)971-1374.For:(305)671-1571 4268 Westroads Drive 2 DRAWING No t' �1v.•'r�4`;;' a-mac:UNcrnOaaf.com West Poim Beach, FL 33407 3 e3' G X41 EB-0008719 4 17-107 ,11 WALICR A,TILUT Jr.A¢. NAI. ,' FLOR14w 1&.d 44167 5 SHEET P.E. SEAIjS(GffbrfORE/DATE a 11 OF 20 MOWN ANCHOR" SEWHO an) SCHEDULE EGR A 6 LT_AX, gHMER SPAN, A D DESIGN hEGATR,� PR S�t(R�paTINC AND A CORRECPON IN M UINTINC TYPE FOR CONCRETE OR CONCREi'E ANCHORS SPACING ND POURED CONCRETE 5EE wowrnlrcs A,s,C b AN0 QI7 snEEr a POURED CONCREtE CONCRETE BLACK TAPCON OR JZ)WALL HEM MOLINIONG A WALL NEA/ MOUNTING WALL HEADER MOUNTING D WALL SILL OUNTING (D)WALL SILL AUNTING C& WALL HEADER/SILL TAPCON WITH ADVANCED W C� W Wj 4 MOUNTING THREAOFORM TECHNOLOGY SPAN AN D.OL9Grt tiTtA15E R4R0 ASLL OE:701 790#tNE R,11N0 &M OE.A7!NETAIA4 f PAM "o.OfSpl$EG1554ms9?tE fU7716 ABM DEM NE=&PROS=RA1P10 ASA DWI hE0t76E ff&SAGtE PAW ALL POINTS SOLID-SET 30 iq. 60 TS 9Q 12D 100 205 30 SO fits 75" 9D 120 76q 205 30 40 60 79 90 120 180 205 30 40160175 90 12011601205 30140160175 BO 120 160 205 30 40 60 75 90 12011601205 BLUE TAP ti 12 to 9 e 8 8 6 ti i 10 9 8 8 8 6 14 12 10 9 8 B 0 6 14 12 t0 9 8 a 6 - 14 12 10 4 8 8 6 5.5 B 8 $ $ 0 B 7 5.5 TAPPERt 3•-0` t4 /2 f0 9 8 8b d 14 }2 10 9 8 8 6 6 14 t2. SO 9 $ 8 6 6 74 12 10 9 8 8 6 6 t4 12 10 9 8 a 8 8 a 8 8 a a 8 8 8 pR ti 12 10 9 B 8 6 S 14 12 10 9 B e 6 6 14 /2 io 9 8 8 6 5 14 12 10 9 8 8 5 14 12 10 9 B 8 6 8 B B B 8 B 8 0 0.5 ,4 /2 10 9 8 8 8 d i4 t2 10 9 8 8 6 6 t4 12 10 8 8 8 8 6 14 12 ,0 9 8 8 8 - ti 12 f0 9 $ 8 8 8 8 8 8 B 8 8 8 T 14 12 10 9 0 8 B # 14 12 10 0 8 8 0 6 /4 12 t0 9 8 $ 6 0 14 12 10 9 8 7 - - 14 12 10 9 a 7 5.3 - 8 11 a a a 7 0.3 4 d,^D` f4 f2 f0 9 0 a 6 4 14 12 f0 9 B B a 6 14 12 1 9 5 a 6 0 14 12 70 9 8 8 5.5 - 14 12 f0 9 8 8 6 6 8 8 8 8 8 8 8 8 14 12. 10 9 8 5 45 - t4 tx 70 9 8 8 0 t 14 12 10 9 0 0 0 8 ,4 12 50 9 8 8 - 14 12 10 8 8 8 6 8 9 $ 8 8 8 83 5 R 12 19 9 $ a 6 # Ia 12 10 9 8 $ -6 -6 14 12 10 0 B ,a 6 6 14 12- 10 9 8 B - 14 72- 10 9 8 6 6 - 8 8 a 8 8 8 7 5.5 14 12 10 9 6 8 4.5 - 14 12 10 0 a 8 8 3.5 14 12 t0 0 8 5 6 6 14 12 10 9 7.5 - - 14 12 10 9 75 5.5 - 0 8 8 8 7.5 5.5 A 3 {` SEE ANCHOR 5,-0` 14 12 10 9 B a 45 - 14 12 Ib 9 8 8 B 3.5 14 i2 10 B 8 8 6 6 14 12 10 9 8 7 -^ 14 f2 10 9 e e 6 - 8 B e 8 8 8 9 $ SPECIFICATIONS 14 t2 }0 9 8 it 72 10 9 $ 8 4.5 - t4 ,72 70 8 8 $ 6 S 14 12 iQ 9 8 3 - I4 /2 10 9 8 T - 8 8 8 8 8 7 5 4 f4 lx 10 9 B 8 4 - 14 12 10 9 B a" b S.S 14 12 10 9" 8 8 4 8 14 I2 10 9 B - - 14 12 10. 9 B 7.5 - 8 8 B 8 9 7.5 5.S 4 ON SHEET 13 14 12 10 9 8 5.5 3 - 14 12 10 9 8 5 - 14 12 10 9 8- a b 8 14 12 9.5 7.S 4 - - 14 12 0.5 7.S 6.5 8 a a 75 65 45 3.5 - 6,--0` ti Ix t0 9 8 5.5" - - it ix. 10 9 8 8 6 - 14 12 10 9 B 8 6 6 t4 12 10 9 8 4 - 14 12 10 9 8 - = B 8 a a a e a 7.5 14 12 t0 9 8 J - 14 12 f0 9 $ - - 14 12 10 0 B e A5 3.5 1� 12 1tl 9 /.5 - - 14 12 10 9 J 8 8 8 0 75 5.5 4 14 12 10 9 8 5 - N 12 10 9 H & i - 14 72 10 0 8 8 6 SS ti 12 f0 9 5 - - - 14 12 10 0 8 4.5 - a a 8 8 8 6 4.5 - 14 14 12 10 9 8 6.5 3 - l4 12 10 9 a 8 0 - 14 12 $ 45 - - - 14 12 B 03 5.5 - - - B 8 $ BS 58 4 3 - 7,-O` 9 8 6.5 3 - 14 /2 /0 9 8 8 6 - 14 r2 10 9 6 - - 14 12 10 9 8 7 6 6 8 8 7.5 0 54 tx f0 0 4.5 - - 14 12 10 9 8 4 - - t4 12 10 9 E 7 4 - ,4 12 IO 3;5 - » t-i 12 10- 8 85 i+ tx t0 9 ?.S 75 - - r4 1 tD 9 B 6 - 14 72 10 9 8 8 8 - 14 12 1-61-87 - - - t4 12 10 a5 7 8 7 '5 4 14 12 t0 9 55 3 - - 11 t2" 10 4 8 4.5 - - t+ i2 10 9 8 a - 14 it 7 - - - 114.11 7 5.5 35 - - 8 a 7 5.5 4.6 3.S - 8,-A. 14 1 10 9 5.5 - _ - r4 12 10 9 8 45 - - i4 12 10 6 6 B - - 14 12 10 7 { _ - li 12 /0 9 8 3 = - 6 E E 0 a 7.5 7 4 ♦SEE LIMITATIONS OF USE FOR t4 1x IO S.5 3 - It 12 10 9 8 - i4 12 10 9 8 5S- - - di 12 85 3 - 14 I2 85 7 4 8 a B T SS 4 3 BLADE IA ON SHEET 19-� 74 12 10 9 5 - 14 12 10 9 B 4 - N 12 10 B 14 f4 12 9,5 75 4.5 - - - e a B 7.5 B i.5 14 12W&54 4.5 - - 74 12 10 9 7.5 - - - 14 12 10 9 a - - 13 9.5 4 - - - - - 73 9.5 6.5 S - - - 8 8 65 5 - 8,-D. I4 ix 4 - - 14 12_ f0 9 7.5 - - li Ix f0 9 B - - it ix 10 5 _ - - it ix 19 9 6.5 _ 8 8 6 B 8 4 8 J li 12 - 14 12 10 0 4.5 - - - 4 12 10 0 7.S - - 14 11.5 4.3 - - 14 11.5 7.50 6 8 75 d S 4I2 { - u t2 t0 9 T - - 14 12 10 0 8 - - 1{ 12 S - - 14 I2 A ILS - - - - 8 a 8 6.5 5.5 4 14 12 9.5 5 3.5 - - - 14 12 f 0 9 54 - - - f 4 72 10 9 B - 11.5 85 - - - - - n:5 8.5 5.5 45 ].5 - I0'-D` i4 12 95 5 SS - - - 14 12 f0 9 5.5 - - 14 12 t0 9 a - - - 74 72 7 - - - -• N 12 10 7.5 S _ = 8 0 8 8 8 T.S 45 ^ 14 72 5.5 3 - 14 12 10 8 3 - - i4 12 10 9 0 - - - 14 10.5 3 -- - - 14 10.5 7 35 - 8 8 7 55 4.5 3.S - 14 12 9 a,5 ] - it 12 10 9 S - - 14 72 10 9 a - - t4 1/ - - - 14 It 75 - 74 12 7 - - - - /4 12 t0 - - - - 14 12 /0 - - - 10.51a - - - - - - 10.5 a 5 - - - 8 8 5 4 3.5. - - 11,-0,[t4 12 7 - - - - 4 12 10 - - - - 14 12 td - - - 14 12 5 - - - - Is 12 f0 - _ _ B 8 8 s 8 7 ]_5 = 12 4 - 14 72 f0 - - - - 14 12 50 - - - 12S 4S - 2.5 95 6 8 8 6 5 4 3 12 a5 - - 14 12 10 - - - - 14 12 I0 - - - - - 13.5 10 - - - - - 14 to 7a 8 7 9.5 4.5 t2 S5 - _ - - 14 t2 10 - - - - it 12 10 - - - 9.5 7 - _ _ _ _ 95 7 3.5 _ _ _ _ a T 45 35 3 - - - 12�^O• 12 55 - _ - - f4 Ix IO - 14 r2 10 - - - 74 ix 4 - - - - - 74 12 IO - -Ix ] - rl /2 $ 1l 12 f0 - - 1.S as - 115 8.5 4 - - 6 8 .5 45_4 ,{ ('] �(t2 5 - - - - - 14 12 10 - - - i+ 1x ,0 - - i - 1T.5 9.5 - - - - - 73.5 8.5 4.S - - - 8 8 e S 1) HV BLADE OIT 1 HV BI-fiDE 12 - - - - - 14 r2 - - - 14 12 - _ _ _ 9 4,5 .. - _ _ _ 9 6.5 - - B 8.3 #,5 3.5 3 - - i2 - - - - - ,412 - - - 114412 - - - - - - 1412 - li ,x - - - Ba e B 645 - WJ lA HV WINDOW BLADE ,4 10 - - 14 12 - - - - - 14 1x - _ _ _ _ I0.S S 5 - _ _ _ _ OS g _ _ _ _ 8 8 5 4 1.5 _ _ _ j�p /4 t2 - - - - - 14 12 - - - - - - 14 1x - - - - - - 115 6 - - - - T1s as - - - - - a 8 55 4.5 - - _ - WORKING IN UNISON fi 12 - - - - - 14 12 - - - - - is 12 - - - - a 3 - - - 8 6 - - - - 8 6 4 3 - 14 1x - - 14 12 - - - - - - 14 0 - - - - - I4 t2 _ - - - 8 B 8 e 7.5 4 14,-0` 14 7 - - - - 14 12 - 14 12 - - - - 10 4 - _ - _ i0 l5 - - - - 8 75 5 4 14 11.5 - - - 14 12 - - - - - 14 12 - - - -10.5 a - - - 10.5 a ^ - - - B a 5 4 - - i4 - - _ _ .' _ _ - _ _ 74 ... - _ _ LS _ - _ _ - - _ 7.5 - - _ _ - Z5 5.5 3.5 3 - _ - _ _ _ _ _ - 14 - _ _ _ - - 14 8 8 8 7 7 15 - 15,_A•� - - r4 _ - - - - - 14 - - - - - 9 - - - - - - 9 - - - - B 7 1.5 3.9 3 ti' - - - - 14 - - - - - - - 10 '- - - - - - 10 _ - - - - 8 75 5 4 - - - 14 - - - - - 4 - _ - - - 14 - - - - 7 - - - - 7 - - - - - 7 5.5 3.3 - - •. - 14 - - _ - 14 4 - - - - 14 - - - , - N 5 - - - - - - 95 - - - - - - B 7 a5 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' P ts'`AK.,....., 4f.��, 02017 TIUECQ.INC. 02017 EASTERN METAL SUPPLY.INC. l 1s �i I :••"L�CEIV :• BE THA H TIJ �+/�0 I N c. A Accordion Shutter System r y L G 4 ■ ■ ■ ■ FLY.BADE#t W/OR W10 H.Y.iMN1W4 BLADE e L TICCIT TESTING & ENGINEERING COMPANY American Shutter Sy9tBTnS E9.N OESCRIPa011 DATE Z 1I BY: LC. • t \ 8355 N.iF.361A.St-5/e.305.NRQIYt WADFtt3,720Po04 33td Association, Inc. I OLD 15-08507/27/17OAtE: 07/27 17 O '• h (3b3)871-15304:268 Westroods Drive a PMne: .Fae t(305)571-1531DRAWING No »`sS/ •..•..... Z Ilttyfi 0-0;t30ta�c�01B.cam West Polrn BBoeh, ft 33407 i 17-107 ONAL11 WALTER A.TILUT JI.P.E. IP.E. SE'A1 fSK4 1ilRE/DATE ft°ttot L� 1 44107 6 SHEET OF 20 mggl 4 Ar 1IH0 * SPACING lin,) SCHEDULE FOR A GIVEN M . SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES j1 ti£CaTNr POf 'JIR£RATING PyH Y A CORR£SP4Mi2NC A(O()N1lNG TYPE FOR CONCRETE DR OUNCEIM BLOCK IFtST 1 ATWNS (SEE MOUNTINGS E 0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OOti '{E BtDCK POURED OONCRETE (A) TO EXISTING POURED CONCRETE(Min,rc-3 kei) MAt9MNM OWALL SIU MOUNTING G{�GEiUNG MOUNTING H{�FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILOEX.(Min,1'c a 3 rol) ANCHORS SPACING t=M - 1/4*0 w 3/4'ALL.POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY COMPANY,(Min.f'c a 3 bt) SPAN _ rARAi FA6H0 I ,OESVl1 NEGR+E PI03StHE RATCKi S0.EFSGH R& ITIS_ - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.ra- 2 ksl) (11) TAPCON OR i 4 a T 34 40 i o 75 90 120 160 205 38 44 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCDtf WITH ADVANCED - /" APORRA ANCHORS AS LOVED LICENSED 8Y POWERS ZED VENDOR INC„AND(D WITH UTEO BY ALL POINTSNSHSCREW,BOLT A SPECIALTY [1412f9 6 59 14 1210 9 8 0 6 614 12 10 9 8 B6 6 THREADFORM TECHNOLOGY COMPANY 0R NIY OTHER APPROVED UCEN5W Oft Al1THORIIEO VENDOR REGISIEREO WNH THE AdER1CAN 5H1171ER SYSTEMS ASSOCIATION,INC, 3'-0' 12 70 9 8 a 6 6 i+ 12 10 9 8 8 0 8 14 12 10 9 8 8 6 6 ALL,POiMS$OLID-SET (Mtn.1'a'J k5Q DR LE55 12 10 9 B 6 e 6 14 12 tD 9 B a 8 6 14 i2 10 9 e 8 d 5 GLUE TAP W/CAP NOTES: f2 f0 9 0 8 6 7 14 12 t0 9 8 a 6 6 14 12 10 9 8 8 0 6TAPPER+ A.T)MINUAUM EMBEDMENT INTO POURED CONCRETE OF 7MCON 4A TAPCDN WTN ADVANCED TFIREADFORM TECHNOLOGY ANCHORS AND TMPPERt 12 lO 9 a 7 5.5 35 14 12 10 9 e $ 6 6 i4 12 to 9 8 S b 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-D' 12 10 9 11 8 6 6 14 12 f0 e 6 6 14 12 10 0 6 a a 55 t2 10 8 8 a 6 i t4 L2 t0 8 B 6 6 +S li 42 f0 9 9 6 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 w 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE.NO EMBEDMENT 12 1p 9 a �8 6 4.5 t4 f2 10 9 B B 6 S.5 R 12 10 9 8 0 0 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2LONG IAINIMUM SHOULD STUCCO •SEE N,Llll.S M USC FUR 12 10 9 7.5 6 3.5 - 14 12 10 9 8 8 B 6 14 12 10 8 8 7 9S 4 OSEhMwS.Err 19EXIST,AND t"MINIMUM FOR WALLS WtiN NO SRlCCO. 12 10 9 8 8 6 8 f4 12 10 9 8 0 d 5.5 t{ 12 10 9 8 8 8 45 �?? 14 12 t0 9 8 ? 4 - 14 12 10 9 6 65 5 3.5 14 12 10 8 6.5 5 35 3 A3)IN CASE THAT PRECAST STDtLE.PRECAST CONCRETE PANELS,PAVERS 4M ANY VENEER BE FOUND ON THE EXISTING WALL 0R FLOOR, 14 t2 10 9 8 7,514.5 - 14 1211 9 8 9 6 45 14 12 10 9 8 5 4.5 IS ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES,.ANCHORAGE SHALL.BE AS INDICATED.ON 14 12 g5 75 65 45 - - 14 12 10 9 a 7,5 5.5 4 14 12 t0 9 6 5 4. 3.5 NOTES At)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 So 9 a 'a 6 - 14 12 70 9 a 6 5 14 t2 t0 9 a 6.5 6 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 B 7,5 59 ] - 14 TQ 10 a5 7 55 4 3 I4 12 8 6.5 55 4 3 ti 12 10 9 8 8 - - /t 12 10 0 8 8.6 5 3.75 14 /2 ttl 85 8 5 4 - (B) TO EXlSTNG CONCRETE BLOCK:(ABTA C-90) 14 t2 a 5.5 55 3 - - 14 t2 t0 9 a 65 tS 3.5 t4 12 t0 6 7 5 SLS 3 - 1/4'a TAM014 OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 0Y I.T.W.BUILDEX. 14 12 10 9 a 8 - - 14 12 10 9 5 7 5 { 14 12 10 9 75 es 4 .3 - 1/4'0 w 3/4'ALL POINTS SOLID-5LT ANCHORS,AS D1STR18{IIEO BY ALL POINTS SCREW,DOLT d:SPECIALTY COMPANY. 7'-a' f{ 12 10 8 ILS 4 - t{ 12 9 75 $ 45 3.5 - T{ 10.5 7 SS 45 35 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 05 7 4 - /4 12 10 9 75 4 - 14 12 9 ? 7S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY '• _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 S5 4.5 - - 14 12 10 9 7 55 - N 12' 9 ? 45 11 8'-0• 14 12 10 9 8 6S - - 14 12 70 9 9 14 12 10 a 8.5 .5 - NOTES: 1a 12 0.5 7 5.5 3 - - 14 12 B 6.5 5.5 4 3 - It$9.5 4 5 4 3 - - 8.1)MONUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS I t/4'AND TAPCON 14 t2 9.5 75 6 - 14 12 9.5 8 6.5 5 - - 14 12 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 3.5 - - - 14 12 10 a 65 5 - - 14 12 8 &5 S 4 - W-0. 14 12 10 9 8 - - - 14 12 t0 9 75 4.5 - - 14 12 85 7 5.S -4 - 8.2)MIRMLIM EMBEDMENT OF 1/4'0 A 3/4'ALL POINTS SCUD-SET ANCHORS SHALL 8E ENTIRELY EM13EDDED INTO THE CONCRETE BLOCK.NO 14 115 7.5 6 4 - 14 11 7 55 3 S.S - - II s 55 45 3.5 - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12[10 &5144 - - t4 172 8.5 7 tis 4 - - 14 IDS 7 5.5 d 4.5 - - EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 $5 { - - - - 14 12 9 7 6 4,5 - - 14 i t 7 5.5 45 35 - 14 12 9 ?.5 - - - 1a 12 t0 8 8.5 5 - 14 t2 6 6 S 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVER`"OR ANY VENEER BE FOUND ON THE EXISTING WALL OR Futue. 14 t12 S 3S - - - 13 95 65 5 . 3 - - t0 7.5 5 4 3 - - - ANCHORS SHALL BE LONG CROUCH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANC140RrAGE SHALL BE AS INDICATED ON 14 1t 5.5 - - 14 t1.5 9 6 5 4 - - 125 95 8 5 4 4 - - NOTES 8.1)&0.2)ABOVE:FOR INSTALLATIONS ON VINYL SIOING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER s0S 811 I2 8 65 6.5a - - 13 14 65 S JFOR INSTALLATION INTO E95 WITH METAL STUDS SEE SHEET 20. 11'-at4 t2 _ 14 12 9 7 6 45 - - 14 10.5 7 5.5 4S 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 725 8S12 9 6 4.5 + 3 - - 9 7 45 ].5 3;10 - - 1{ t0.b 7 6.5 4.5 - - - 1t.5 85 5S 43 3.7 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. .S 7 - 14 tiS 7.5 e S - 12 9 6 45 4 FDOE 1$7ANCf VERSUS GPACtNG c[HEDULE F ANCHORS•12'-0' 14 72 - - - 14 12 9 8.5 55 - - _ 13 to 6.5 5 i - - - S2iL- 115 - 11 9 5.5 4 3S - - - 6 6 4 -3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE MSTANNCES INDICATED BELOW.FOR E.D,LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9.5 6 - - - - - t1 95 6.5 5 4 - - 10.5 8 5 4 - - - BY MULTIPLYING SPAONC SHOWN ON SCHEDULE BY 114E FOLLOWING FACTORS, 9 8.5 - - - - 1�f0.b 7 6.5 4.5 - - - 11 6�S S5 45 35 - - REDUCED SPACING OOTAINED USIIIG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED rOR EACH ANCHOR TYPE.. 13•-0' a 12 - - - _ - - 14 1f5 7.5 6 5 _ - 12 9 6 45 4 - - FACTOR 10.5 - 10 94 5 4 3 - 7S SS { 3 A��^ TAPCON WITH ADVANCED TAPPER + 12.b 8.5 - - - - - - 12 9 6 _ _ 9S 7 s 4 - - - - 92 DNCOGE TAPCON THREADFORFA TECHNOLOGY ALL POINT q7/" BLUE TAP W/CAP MIN.SPACING 73 85 65 5 - - - 0.5 15 S 4 - - - = 1 ED. MIN. SPACING a 3" MIN.SPACING a 3' MIN.SPACING MIN.SPACING-3' 37/4' 4' 14 12 - - - - - - 14 ID.S 7 5.5 - - - 11 65 55 45 - BLADE WZ POURED COHCBETE& POURED COPOUaE4 COttCRETE&14-0 - - 9 7 4.5 a.5 - - - 7 5 3S 3 - - - - POURED CON CR TE 07CRM REON PGt2aD OW.7EiE co"I TE B,tA?{11 8. 5.5 4.5 - 96.5 .5 - - W O CO CREW Uft.TE.CLOCK E0+3 1/2' NTL E0..21/Y ON RETECONCRR EETEE BLOCK UMED..3 IA!wt ED,•21/2• 7.5 - - - - - - 1 0 6 - - - - 95- ? 45 - - - - 3' t.0 0.90 1.0 0.71.0 0.84 1.015'-O' j4 - 35 t4 6.5 - - - IaS a5 - : - - SLADE WORKING 2 I/2" - 0.81 1.0 - - 0.67 1A0 - - - - - - 85 6 4 - - - 05 5 ] - - IN UNISON - 0.71 - ost a 5 - - - - 65 6 4 - - - - - 2.1 J/4' 0.91 - - - 0.43 6t0 ?.S1 S 2' 0,35 - - - - 0.35 6 IC5 1 3 g, -- 115 j? 1 5 1- I- 1 6 4 - - - FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone 1111 �� r� ���•e 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. I�P.....ic...... _ B R�THA HVTM A Accordion Shutter System s i 1YQ, y I L E C I N G, ■ ■ ■ ■ H Y.BlIOE#1 W/OR W/0 FLY.NiNDDW EL/DE ? - American Shutter Systems z TiLUT TESTING & ENGINEERING COMPANY 4EV*No DESCRIPTION DATE ORMWN eY: L.C. o:, j,4?Fp t 4355 N.W.S6W 64.Stw,305 VA9MA CMINS.R00t 3316Association, Inc. I OLD 15-005 7/27fi DATE: 07/27/17 �� '. 141 Ph-:(]05)871-1530.Faw i(305)571..1531 4268 Westroads Drive 2 DRAWING N4 '•,,ORIDN ,:'il44 ty , 0:t4w;000a.az,1 West Palm Beach, FL 33407 3 1.7-107 -S/O•••• ,•� 'Pj'NIL WALTER A.T�ILuT71 Jr.P.C. 4 N +J FLawDA LLe d+4167 5 SHEET P.E.Sha A7t71#� DATE d 13 OF 20 i ' MAXIMUM ANCHOR+ SPACING qn-) SCHEDULE FOR A G E N MM, SHUTTER SPAN. A.S.0 DESIGN NEGAMME PRESSURE gf? MING MOUNTING T`fPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I. J,K&L ON SHEET 7) POURED CONCRM POURED CON CONCRETE BLACK ANCHORS SPACING LEGEND l WALK ODER h 1 TRENCH @RAIHGUARO MOUNTING (9)WALL/FLOOR MOUNTING ( WALL/WALK OVER MOUNTING TAPCON OR fIRµM^ MouNI1N _ _ TAPCON WITH ADVANCED (0 _ OESIN KrATNE PRIS9M TWM(N D,DC"NTWK PM%f.E PATW W ASD.OES M 106416E PPJ5 LM R41210(p1 .OfS M IWINL T1 E RAT5M7(psf 30 48 84 7S 94 720 160 205 30 40 60 75 90 120 Ib0 2oS 30 40 !'AS 75 90 120 160 245 30 40 6d 75 90 120 160 245 THREADFORM TECHNOLOGY 14 12 10 9 0 a 6 6 12 12 12 12 12 IS&5 8 7 7 7 7 7 7 &$ S 5 5 5 5 5 s 5 ALL POINTS SOLIQ-$ET 3•-0' 14 12 10 8 8 8 6 6 12 12 12 12 12 12 95 T 7 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 OR LESS 14 12 10 9 8 8 6 A [12 12 12 12 0.5 8 8 45 7 7 7 7 7 7 7 &5 5 5 5 5 s 5 5 5 BLUE TAP 14 12 /0 9 8 s 6 8 f2 1x 12 12 10 7.5 6 7 7 7 7 7 7 7 7 S b 5 9 5 6 5 5 TAPPER+ 14 12 10 9 a 8 a 6 12 12 11 1S'85 &8. 5 7 7 7 7 7 7 S3 1 S S 5 9 5 5 S 4 4,^0` 14 12 10 D B 8 B 6 12 12 12 T2 93 7 S.S 7 7 7 7 7 7 7 i S S 5 S 5 5 5 5 li t2 t0 9 a B 0 6 12 12 03 a 8 4.S 35 7 7 7 7 7 7 8.5 S 5 S S 5 S 5 S 6 1; 12 10 9 9 8 6 b t2 13 12 10 73 53 1 7 7 T Y 7 1 i 5,515 5 6 5 5 5 5 5 74 t2 10 9 a 8 6 6 12 12 it 9 7 S / 7 T f 7 7 53 4 3 5 5 5 5 5 S 4 3 5'^O� 14 12 t0 9 a o 6 6 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 T4_12 10 9 8 8 6 6 12 9.5 73 6 4.S 3S - ? 7 7 7 7 7 S 35 5 5 5 S. 5 5 S 4 74 12 10 9 8 8 6 6 12 12 OS a 6 45 - 7 7 7 7 7 7 55 4 s s 3 5 s 5 s 4 * SEE ANCHOR 14 12 10 9 -e 8 8 6 12 12 1.5 9 7s 53 4 3 7 7 7 7 7 4.5 15 - S 5 6 5 5 1,5 3S - SPECIFICATIONS t4 i2 10 9 8 a 6 6 12 111 12. 70 a 6 4S 3.S 7 7 T 7 7 7 .7 7 6 5 5 5 5 5 S S ON SHEET 13 14 12 t0 9 B a 6 8 12 12 8 6 M. 4 S 7 7 7 7 7 SS { 5 5 5 S 6 4 ] tt 72 /0 9 a 8 6 6 12 t2 10 9 &S S .73 - 7 T 7 7 T 8 4.5 - S S S 5 S 5 4.5 - 14 12 10 9 8 a D 6 12 12 10 B 6S 5 35 - 7 7 7 5.5 5.5 4 5 S 6 S 5 { 3 ?,^0• /4 12 /0 9 8 6 6 8 12 12 t2 B.S 7 5 { ] 7 7 /4 12 t0 9 8 8 6 0 12 10 &S S 43 3 - - 7 7 Y 7 63 S 3 - S 5 5 5 S _Sr3.5 3 14 12. f0 9 a B 6 6 12 12 0.6 7 5.5 - 7 7 7 7 7 5 - _ 6 5 9 S 5 5 4 •* Q VAUD ONLY FOR UP TO +70, -75 14 12 10 9 a a 6 - 12 12 a.3 7 S 4 .. - 7 7 7 53 45 3 - - 5 3 5 S +.5 3S - PSF A.S.D DESIGN PRESSURE T4 72 10 9 9 88 - 12 112 TOS 75 S - 7 7 7 7 7 7 7 4 5 5 S 5 5 5 5 s RATING & FOR SPANS PER 8•-0. i♦ i2 t0 9 9 8 D - 12 9 6 43 4 3 - - 7 7 7 7 55 4 - - 5 5 S 5 5 4 3 14 12 10 9 8 0 6 - 12 It 75 6 5 75 - - 7 T 7 ]5 6 4.5 - - 5 5 5 6 5 4.S - SCHEDULE {/3. SHEET 11 14 72 10 9 8 tl - t2 1.5 7.5 0 5 33 - 7 7 65 5 4 - - 5 S 5 5 4 3 9'-0. 14 12 10 9 fi 8 - 12 72 93 a.5 W4 3 - 7 7 7 7 7 T 6 3 5 5 5 5 S 5 5 5 14 12 10 9 8 B - 0.5 8 $ / 3.5 - 7 7 7 0 S 33 - - S 5 S 5 S 1 J T4 12to 9 8 8 - i2 10 65 _r 4S - - 7 T 7 6.5 53 - - 5 5 3 5 5 4 - 14 12 10 9 B 8 - 12 10.5 7 5.5 45 35 - - 7 7 SS {S 35 - - - 5 5 5 4,6 3.5 - - 70,-0`14 /2 10 9 -8 B - 72 1} &5 6 S 35-- _ T 7 7 7 7 7 45 - 5 S 5 5 5 5 45 74 12 14 9 6 B - 95 7 4,S 35 3 7 7 7 53 4.5 - - 8 8 5 5 4.5 3S - 14 12 10 9 8 a - 12 9 6 5 4 - 7 7 7 b 5 - - 5 5 5 a5 S - 14 12 10 9 8 8 12 DAIS 1 S 4 3 - 7 7 5 4 3 - 5 5 3 4 35 - 11'-0'14 12 10 8 1 ri 0 - 12 10 1 7 15.5 4.5 35 = 7 7 7 7 7 1 7 35 - 5 S S S 5 5 5 4 14 12 10 9 a a - - DS 88 , 35 3 - - 7 7 D 5 4 - - 5 5 5 5 . 3 - - � ' / H V BLADE ONLY. 14 12 70 0 8 a - 11 8 5.8 4 - - - 7 7 > 5.5 4.4 - - 5 5 5 5 1.5 - - - J� li 12 10 8 8 - - 1,5 a.5 &S 45 3.5 - - 7 7 45 35 - - - - 5 5 4,5 3.9 1 - - 12•-0'ti 12 10 1_4i - - 72 9.5 6.5 5 4 ] - fi 7 7 7 7 B a - 5 14 12 10 9 B S 6 4 3 7 7 5.5 4 3.4 - - - S 5 5 4.5 4 3 fi 72 70 9 8 10 7.5 5 4 - 7 7 6 5 - - 5 5 5 5 4 - - 14 12 10 9 B 0.5 6 5 1 3.34.5 1.5 - - 5 5 ZF 3.5 3 - 14 12 f0 9 9 - - - i3 a,5 6 43 35 3 - - 7 7 7 7 7 4.5 - 5 5 5 5 5 5 43 SS 13•-0'ti 12 10 9 8 7 5.5 3S 3 - 14 12 f0 9 8 9 7 4.5 .75 - 7 7 5.5 4.6 - - - S 5 5 4.5 4 if 72 70 9 - lO 75 S 4 3 4 3 - - - 5 5 4 1 - - 1 i /2 10 9 - - - - OS 8 55 4 3S - - - 7 7 7 7 7 4 - 5 5 5 5 5 S 4 J 74 t2 itl 9 - &5 S ] - 7 7 5 3.5 - - - 5 S S 4 - - 14 12 10 8 - 8.5 65 4 - 7 7 3 4 - - 5 s S 4 - - - 14 12 10 - B 7 4.5 3.5 13 7 55 35 - - - - S 5 35 3 - - 15'-0�t4 12 14 - - - 10 7.5 4 3 - - - T 7 1 7 7 35 - - 5 5 5 6 5 S 4 3 14 12 10 - 6 4.5 3 7 7 4.5 3 - - - - S 5 4.5 3.5 - 14 72 10 - - - 8 8 { - - - - - 7 7 5 - - - - 5 5 S 4 - 14 12 10 - _ - - 9:5 6.5 4 3.5 - - 7 55 33 - - - - S 5 3.S - - - 16•-0"14 12 t0 - - - - AS 7 43 3.S 3 - - - 7 7 7 7 6 3 - - 5 S 6 5 5 vs J.5 - 1; 12 10 - 8 4.5 J - 7 6.5 ; - - - - 5 5 4 35 - - - 14 12 ID - - - - - 75 65 75 - - - - 77 �, .. - - 5 5 1451- I- I- - FLORIDA BUILDING CODE(Nan High Velocity Hurricane. Zone 14YLI„\T�',•,......,,• r!�1,'p 02017 RLTECO•INC. 02017 EASTERN METAL SUPPLY,INC. �c. ,� 1...._._ BERTH H �I�E C Q INC. A.S.S,A. Accordion Shutter System H.v eLo�E#i w/tyi wIo tLv x1NDUN 8lAt)E TICCIT TESTING do ENGINEERING COMPANY Amerieen Shutter Systems E1,N DESCRIPTION DATE o9Wrt/BY, Lc. 8355 N.W.35M 51.,seg_Jos,tuawA CAROMS.tECRRu 33/ Assoctotion, inc. 1 OLD 15-085 7 27Ii Ckm 07/27/17 4A Pho.:(305)871-1530.FD.:(305)871-1531 4268 westroods Drive 2 DRAWING No +j'•.......,...�1k.771 o-mOEB itlt4$Oag.com west Patm Beach, FL 33407 3 fINpL EN 1MTER A TOUT Jr.PZ 4 17-107 rLOHIDA Ut A 44167 5 SHEET P.E.,SfLt3i�Nk1t1RE/dA?E 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A G MAX. SHUTTER SPAN. NEGAIW- A.S.D. DESIGN PRESSUREaR_TiNG � D A .(�RRESPONDiNG MQUONG TYPE, (SEE MOUNTMGS ON SHEETS 16& 17). c L_J Bc==z T F;;Z EE- SOUTH N PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2"MIN. COX 2 W/MsIN,G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD AO NUGGdo.Sp p W/ W/ MIN. G=0,43 W MIN, G-0.36 w7nuUu SPAM(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTING$ 8.0. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS 1.1, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & Q S&V S k V 5 do Y _ W & x W & x _ w & x IL911 NL66 f MRG{� Taw Nrm:Ris9ra vxrc(at7 Li9R NTpEt R1ss;e TATG(pp U9N ivA'+T Rays Burt fA!)450.[O1/MOml HmsE FAMc(� TaO1 xccLF IT;497ETRFG y,� raa McetE I1514FE FA"1:W! aDDi IF&4^fi•RLSFs one rp) 1L�11TD76E RisnFr NUC�Asn LLvx Hrua1 R11sx oR6(�} 30 a0 60 75 Stl OS 3o]40 60 75 90 OS 30 40 60175 90 OS 30 40 60 75 90 05 M.AO 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 d5 30 40 60 75 90 05 30 40 6d 75 90 OS i2 to id 9 8 8 6 6 6 13 - 6 12 t0 10 9 6 8 6 6 6 6 6 6 12 10 10 9 $ 8 6 G 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 /2 12 12 12 12 72 11 12 12 12 70 10 S $ 8 8 6 6 6 12 10 t0 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 6 6 6 5 4 4 4 3 12 T2 12' 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 TO 10 9 8 8 6 6 6 .5 12 10 10 9 8 $ 6 6 G 5 '6 5 12 10 10 9 8 7 6 6 6 6 8 B 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 t2 T2 12 12 12 12 12 12 O. 8'_O• 12 10 11010 8 6.5 6 6 6 4.5 12 10 IO 9 8 5 6 6 6 .5 5 4,5 12 10 10 9 8 3.5 8 6 8 6 5 4,5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t0 8.5 7,-0• 12 10 to 9 6.5 4 6 6 6 4 12 10 10 9 5 3 6 6 5 5 4 3.5 12 i0 t0 7 S - 6 6 6 S 4 3.5 5 5 4 4 - 12 t2 12 72 t2 72 t2 t2 /2 12 12 t0. i2 t2 12 0.58:5 7.5 8-0' 12 10 10 7.5 4.5 3 6 6 6 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 S ,5 3,5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 t2 12 11 9.5 12 12 1.5 9 7.5 6.5 g•_p• 12 t0 t0 5 3.5 - 6 6 5.53 12 t0 9 4 - - 6 6 45 4 3 3 /2 10 4 3 - - 6 6 4.5 a 3 3 B 5 3.5- - - 12 t2 t2 i2 T2 f0. t2 t2 I2 tt 9.5$.5 !2 I2 10 8 B.S 5S 10•-0' t2 10 7.5 4 - - 6 6 5 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 31- - - 6 6 4 .5 3 - 6 5 - - - 72 12 12 12 1.5 9.5 12 12 12 Id 8.5 7.5 12 12 9 7 6 5 11"-0• 12 10 5.5 - - - 6 6 4,S - 12 10 4.5- - - 6 .S 3:5- - - 12 t0 - - - - 6. 5.5 4 - - 6 5 - - - 12 12 12 12 10 &5 12 t2 12 9S 8 7 12 12 $ .5 5.5 4.5 12'-0• T2 1tl 4.5 - - 6 6 4 - 12 TO 3.5- •• - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - 12 12 12 1.5 9.5 8 12 72 11 . 7 6 12 T.57.5 6 5 < 12 10 - - - 6 G - 12 l0 - - - 6 4.5 - - - - 12 7.5 - - 6 4.5 - - 6 4.5 - - 12 12 12 O, &S 7.5 12 12 id 8 6.5 5.5 12 0 7 5.5 4.5 4 t4-0 12 10 - - 6 5.5 - - 12 .5 4.5 - - - - 12 7 - - .5 4.5 - - - - 6 3 - - 12 12 12 9.5 1 6 12 12 9.5 7,5 6 a.5 12 9,5 85512 - - 6 - - 12 - - - - - 5 - - - - - 12 - - - 5 - - - - - 6 - - - - - T2 i2 It 9 7.5 5 T2 12 8.5 7 6 4 12- - - - - 12 11.6 - - - - 5 - - - - 6 - - - 12 12 10.'8.5 6.5 A 72 T2 6 6.5 5 J 71.5$.5 SS i.5 3.5- HV BLADE OR 1 HV BLADE W1 ISA HV WiNDOW BLADE WORKING IN UNISON* •SE£uw,�jAngvs or u5E«fl ILAo, aN s�r.Er 16 t NOTES ON ANCHORS REQUIREMENTS: WOAD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SMALL OE AS rOLLM: J.SUBSTRATE SMALL CONSIST OF THE FOLLOWINO: -SOUTHERN PONE IN.'2 W/G-0.55(N.O.S) -1/4.0,TAPCON ANCHORS.AS MANUFACTURED ByLT.W.SUILM W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(u.D.s.) EACH SECTION ON SHEETS 16&t7, -SPRUCE PINE FIR NORTH 0 C-0.43 EXCEPTION:SEE NOTE 2 80DW. -SPRUCE PINE RR SOUTH IN/0.0,36(I1OS.) -MIN 1/2•COX PLYWOOD(1986 APA) 2.ANCHORS TO HoLLow CE1LMO SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SMALL CONSIST OF LAO SCAM AS PER NLS 2015 SPECTICAT10NS. 411 ANCHORS OWS S SMALL INSTALLED N AL ED FOLLONIM I ALL OF THE RECOMMENDATIONS 910 SPECIFICATIONS OF THE IFF/1l/I//Ii4�> FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone 11111`4� •. �( 02017 tILTECO.INC. 2017 EASTERN METAL SUPPLY,INC. 'ucEnisF: � �_ BERTHA H11'TM A + S A Accordion Shutter System iL ECQ >,N�. ■ ■ H.v.aADE#1 WJ OR w/Q H.v 1flN7(Nt BLADE 4� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LY.H DESCRIPTION DAT[ ORAWN BC LC r Association, inc. t OLD 15-085 7/27/1 DAM 07/27/17 ,�.� � - `ti 6JSs--­­:OS,w:cu+u cAmOrs.ccaaoA ssi6 =. '•f� `G 1T� Phana:(JOS)871-L5A.Fo,:(305)871-1531 4268 Wes(roads Drive 2 DRAWING No _ t o-m+r1:i:na�o0oacom West Palm Beach, FL 33407 3 ?-1�7 �. N�1 �e�(,� i/ ED-06O67i9 O 4 `1 (1 WALTER A TLWT Jr.KE. 4 / 1 :+1r FLORIDA U-_d 44167 5 SHEET P.E. SEAifgf'tdA<I E/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & a HV* BLADES- AS APPLICABLEMAX. SHUTTER SPAN L+ OR L— FOR INSTALL910 S- INTO WOOD WITH HV BLADE CI)_ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.SD. DESIGN PRESSURE RATING. SEE SHEEJ 19 FOR MAX SPAN & I A.$.D. DESIGN RRESSURE RATINg FOR MSTALLATION WITH BLADE Q) 6A) WORKING IN UNISON T�4�0.TAPCCN OR N WITH ADVANCED THREADFORM TECHNOLOGY 1/4-0 TAPCON OR PENETRATION TAPCON WITH ADVANCED THREAC)FORM TECHNOLOGY W./T1.1119.1"120 TO vw/ I 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING 11 MR.SERARADW EXIST04C WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 1 --I})CIR (SEE SCHEDULE ON SHEET 15) 20.3/4^S.S.MACHINE S01)9MMET it SCREWS W/ 11/4�-20 NUTS I I FOR DAM(DA16— @-@N slim 19 FOR 0 12'O.C.OI"Min. EXISTING SL40M is H NAN LI t ISLAS ,rz*�' WALL OR FINISH P 7 ONAL It off I;T1 WALL EXISTING MIN FINISH I -7:51%x7a k� OR WOOD IER Us MIN. rx4 1 OR LAfE.""2x4"Wnon HEADER REQUIRED HEADER REQUIRED 1/4*0 TAPCON OR TAPICON WFORL, TECHNOLOGY ITH ADVANCED EXISTING I UN.SEPAMON Mi..PENETRATION CLASS----I TO CLASS(SEE 1,01. SEPARATION 70 GLASS ai MTING WOOD HEADER. WZE d)*0 r Syfouz ON SHEET (s SCHEDULE ON SHEET I I ICDULE ON SHEET 15) GLASSk MR ---I ? ON SHEET 19 FOR �E ' 7.4CONT.SILL (D'k a I PLATE REO'D, &HV--WALL HEADER INSTALLATION @IJV WALL SILL INSTAL 1411014 QM HV WALL HEADER INSTALLATION TI, I- SEPARATION TO CLASS SEPARATION TO GLASS .,,".SCHEI)ULE SHEET It I EXISTING SO. SHEET I I (s N 0, L EX TUC ('—"—(SEE SCHEDULE 0.4 2*x4' MIN SEPARATION 70 CLASS CONI(SEE'SCHEDULE ON SHEET 1 1), REO'D. I1( WOOD PLATE 114*11 20.3/4'S.S. IF SCREWS 1/4'0-20x3/ 4'S.S. USING 1/4--20 NUTS MACHINE SCRETiS W/ -i 2. 0 12'O.0------ 1/4*-20 NUTS 0 1 D.C. WALL FINISH 0 Olt @ I OR r 2.4-00141^� -ol WOOD PLATE REOD. I"Nin. %/4-0 TAPCOH OR TAPCON WITH ADVANCED QR(q THREADFORM TECHNOLOGY W1 1 1/2' P, CONT. UK PENETRATION Of THREADED AREA To 1/4.0 TAPCON OR TAPCON WITH ADVANCED t SILL II—ER. OR I REO-0, SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/1/2* ADVANCED �?-HEE SHEET 4 FOR TYPICAL I I t WALL FINISH Min PENETRATION OF THREADED AREA INTO PLYWOOD 0 IHREAOFORM TECHNOISHUTTER ASSEMBLY.L SLY. (SR SCHMILE Oft SHEET 15) EXISTING MIN.2.4 (THREADED-Min,PENETRA 2-MOUHTNG SECTIONS CAN Be p LYWOOD REO*D. il-OF STUDS 0 16*D.C.MAX.!, AREA INTO P.".'. COMBINED N ANY WAY TO SUIT ANY I INS LI/2-MIN,COX PLYWOOD REVID. FWD,PLYWOOD WALL (SEE SCHEDULE ON SHEET 15) :U::TALIATION. @HV WALL, SILL INSTALLATION 2*.4*STUDS 0 16'O.C.MAX. REO'D. ATTACHED TO STUDS IN EXISTING MIN ACCORDANCE WITH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2308 OF THE SEE Un TGUS OF U W7VMC 2308 OF THE F.B.CL On HV WALL SILL INSTALLATION "�Al HVSILL ON F.B.C. I HWE at,SHEET(g OF FLORIDA BUILDINGCODE(Ron High Velocity Hurricane Zone' EIR X *2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC, ........... v,--- BERTHA HVTM tz. Accordion Shutter System L.4�EC 0�ttac, A.S.S.A. -t6- ' /171 KV.BLADE#1 W/OR W10 KV.WINDOW BLADE TILUTTESTINGENGINEERING COMPANY American Shutter Systems !ULH' DESCRIPTION DATE DRAWN DY: I.C. Association, Inc. I OLD Is-cas 07/27/1-1 DATEOJ 27 17 - n 5L.St..305,vtwmA 6355PH.w.36m, GWOOM FILCRok 33NH Plane 005)871-15,T0,F..:(�05)871-1531 4266 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 —3 On I D N.--*0+tf�� 17-107 WALTER A.71LUT it.PE. 4 FLORIDA Lk--144167 6 SHEET P.E. SftjVg�DATE a 6 Or 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FQ�HV & 9 HV* BLADE (ASAPPLICABLE), MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEDE M ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING. SEE: SHEET 19 FO WALL FINISHR MAX SPAN DESIGN LOAD FOR INSTALLATION WITH BLADE CI)& d-A) WORKING IN UNISON 1A; TAPCON OR 4'xr A; ED —2'MON. WITH ADVANCED WOOD ISIM41 EXISTING EDGE (IF APPLICABLE) THREADFORM TECHNOLOGY STRUCTURAL REQUIRED. ADEQUACY- W1THREADED11 -PENETRATION I/ OF Wn P.4 1"ij0;3./r4F EMSTING WOOD BEAM AREA 70 S.S.S.S� TO BE CERTIFIED By HEAD EXISTING WOOD HEADER SCREWS REGISTERED ENGINEER OR EIIS�ISIN ITT (SEE SCHEDULE SHEET 15) ROSS WOOD ON SHE 0— I/ I -'- �0Nun ARCHITECT PRIOR TO E OR EOJE_O- 0 12'O.C. SHUTTER INSTALLATION. RAFTER 0 24' 0 O.C.REQUIRED TAPCON OR OR 40APRON WITH ADVANCED 7 EXISTING SOFFIT S!.4.,3 "a—�' Ifj S!4' ED E 5. 3/4*Mu.7HK' 257' THRFADFORM TECHNOLOGY Max. W/ 1 /2'Wil,PENETRATION AUC EO-0:; 1'.4'.1/8"CONT.ALUM.TUBE 01 TWE D AREA TO -,-ED-. (6063-76 ALLOY)W/ OPTIONAL. EXISTING WOOD HEADER. 16-0 LAG SCAMS TO (SEE SCHEDULE ON SHEET IS) F, iw7, 0 6 O.C. or Or (3)5/1 AF OR TRUSS. or @ or @ LOCATE LAG SCAMS AT MIDWIDTH or EXISTING WOOD EXISTING MIN 2.4' MEMBER,(2-Min.NOMINAL CXan IG---4 OPEN HOLE AT EACH MIN.SEPARATION TO GLASS STUD TO ACCEPT r�:/2'MK GLASS I EXISTING PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) 6 LAG SCREW AREA.VALID FOR SQ1 TER OF TUBE. INSTALLATIONS%TIN 72p5f f MN GLASS AT 1;0 1 MAX.KS.D.DESIGN LOAD AND TO GLASS(SM rXISTING ry 9'-0*?40.SPAN,THIS SHEEr CLASS D31 I HV W i isr=96 j I I ALL HEADER INSTALLATION Solwar 014 INSTALLATIO 4 IS ONLY VAUD is _@OR I-FOR-xx FOR WOOD W/MIN.SPECIFIC F11 GRAVITY OF 0.50 AS DOUGLAS 0 FIR OR SOUTHERN PINE No.1. -SHEET 4 FOR IYPrAL SHUTTER ASSrUaLy 41 —(DOR OR EO IN ANY WAY 70 SUIT Alff INSTALLATION. MOUNTING SECTIONS CAN BE COMBINED T)HY CEILING INSTALLATION (IJ HV CEILING I L TIO OR SEIPARVION -I y - r— TO QASS(SEE OR @* MIN. MIN,SEPARATION 70 GLASS -1 SOCOME at SHIFTSEPARATION (SEE SCHEDULE ON SHEET 11)— E)IISTINC I va TO GLASS GLASS RAMG&& �(SEE SCHEDULE 0 ION SHEET Ii) CLASS—; 1 ALTANCHOR ERNATE_ 7 LOCATION EXISTING 7 WALL wrt. =.HEX CLASS- I QD- 7 HEAD TEK 2-.6-M.N.wOOD---J"' SCREWS 0 12 o.c 2'.6"MIN,I= DECK REQUIRED Din 13 oi K (NO FINISH DECK REQUIRED(N,.-;= ALLOWED) 19 FINISH _EDGE EDGE OF EDGE OF DECK OF DECK IF ALL= IF APPLICABLE LIE�RLE IF APPLICABLE /4'0 APP -20x3/4'S.S, HILLIPS TRUSS HEAD 2"Jil TAPCON WITH ADVANCED MACHINE SCREWS 114 0 TAPCON OR 1/4-0 TAPCON OR TAPCON WITH ADVANCED ,2*x4-CONT. THREADFORM TECHNOLOGY W/ /4--20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THIREADFORM TECHNOLOGY W/ 1 1/2'mi.. 2*MIN, � 1 1/2'Min.PENETRATION JAN— PENET LATE a 112"O.C, RATION OF THAW,ED SILL I11111/THREADED AREA TO AREA TO EXIS71NO W003 HEADER.(SEE TECHNOLOGY W/ I Ilr LA4,PENETRATOR Of THREADED EXISTING WOOD HEADER. AREATOEXISTING WOOD HEADER, (SEE SCHEDULE 04 SHEET 15) SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET IS) HY WALK—OVER INSTALLATION HV WALL SILL INSTALLATION @HV FLOOR INSTALLATION FLORIDA BUILDING CODE Nan High Velocity Hurricane Zond, ............. 02017 TIMM.INC. 02017 EASTERN METAL SUPPLY,INC. ��% -- T Vic Emi BERTHA HV7, 11LIEC 0 NC. Accordion Shutter System A.S.S.A. H.V. BLADE#1 W/OR W10 H.V.WINDW RADE I TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4tv.Ik DESCRIPTION GATE 4 C� 055 11N.UVI St.St.. V90=4 GAROVS,nORVA 33NAssociation, Inc. I OLD IS-085 7/27/17 %/L7� 17 pha-i(305)971-1530,To.:(305)871-1531 4268 Westroads Drive 2 ........... -Moh;EDtlltec.*O*Lm West Palm Beach, FL 33407 3 DRAWING No -OW6719 —107 01VALL 0 WALTER A.TILUT J�P.E. 4 17 FLORCA Lln f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 END INSTALLATIONS HV BLADE OR ( WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS i'.s'"I"DOD 51Ca5 Awn. Y.4'um.howl Y.Y AOL Set"Rants. wow(APPLrAmE7—' 1 / TIl oath O i4-6 'OR I ! .-1 , NOW SilnS \ f w/i I/i•wx I` t\ 7FYh'CTRnZ'0•Ta YL� VS,wrue�alC) !�6T{Ina DUST. —ErbTul:aUS•' 1/9•As+.cot /KY+DM '¢...f Ea(SR -7 ka+ a ux.�rz�+rat vn sT.+a+>wl Ulb'.3• _ 11 cal I.Aac57lva Ea+{spm It :-- '• saeml w 51[Ei o"9 �k ` •- I Qui '" �rn' vii MADEEST A.R n rtw axE mFlo 1/2 11 rta aJ.Y lUua O!g@T 19 FM j"— a1:1 Qi 19 1'00 1 2'ual. MATE(1041E 11=• r FiN6H n/aS�d�17} ' RA•J150f5k¢� 1AT Ea+4Rarro u' ' 04r oR r we ew Aa. lta.tt2'SAS.� _�..% u,�.F�).z•.r .a._x• 016 Oa, �_, ..__ i— fe3-te WgrJ,1T uirOEwl "1!J OR�• $EE OETltt x b:dOR, • Onal lnO tf. 1 ORO, t 5@E CtiYAECTIIXY • TO TRACKS SEE �3,- taTal: ,i aR,t ,.,e t-111"4 •{- -a-C°•Ct-?-x•43- eca�nKtu•F ,a+ 1 -©.QsO.,�m. . !8•k '�' •#»1 ,�. Q.4•�•S3•{ f Q.'- To Twc+csy� .�}.� ( . Q•p•O.•; .Eq. . �4 i3-�•4�-�d�- @J p �••6U C7�a - �'hl'Lt"�'p'Fg' C3 0-ID-0.5- J - u Q•!3- •0-�f�, »�•f5-rJ U- G1 to»�* ..�.� END CONNECTION DETAIL12) END CONNECTION DETAILCw a END CONNECTION DETAIL 90 END CONNECTION DETAIL ExStIKG •RMUAD auLY FOR SIMS C MTER TiM 19`-o• �,.TaASY Y.1"40L W if4Y TAY:GR♦KGMGAS tf.•e weal,mocsss fta.1JI•SA.S 51=ma YJ 1 Iji•uN. e/1 Ih•uW. Otb dC — �E%IStIkO 011S5--1 F04TRFROti O 17.OG pp,�K,, O ti•QG IAl tfy.va! iia d q SEE LA uFOfAON S OF USE FOR TiO4 (Sli \ ti son MLKrona OLAOE BON SHEET 19 SM tIN 9Qf -- i it taF nfCC�}4VD • !\ f �� ? . � F �I k� � 8lXo �J LN`.w 19 FOR I 1f7 MN • QYk 1 1 a7 ( _ _ _ cc a �C• -Q,- �"' ,Y4- 7-a / •3- �GRt !OR(IgC457 VIEW.J. 7 8 Y4 1-wuL m«rsR miss xnoo n � 42 07.d.g.t,-E .Ab w.. DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone \,((+`Q`.• „ ��j,= c2o$7 TILTECO.Inc. 02017 EASTERN METAL SUPPLY,INC, BERTHA HVTM r TL IE C 6 ,N7 An+,�wS.A. accordion Shutter System ttv ela4E#t w/4R w14 H.0 WNOt7N AI.At7E �•' ° American Shutter Systems �rrr�i TILLIT TESTING & ENGINEERING COMPANY Er.H OESCOPT1011 WE oRAU I sr L.0 t' St,St...303.NRovat ovens.FLOROA 3316 Association, Inc. i OLD 15-085 7/77jt. OATS: 07/27Ji7 Ph-.:(3051071-1540.To.:(335)V4268 �Ne9trOOr.15�'`Y1rtVe 2 e-m —DRAWING NO �T (•.�•„ (' nn:,Wts"oss.sam West Polm Beach, FL 33447 3 '-s�QNAL ENG1' , WA,TER,4 ILUT1Jr,P.E. 4 17-107 •07 F1ORIOA Uc.!44187 5 SHEET P.E. SEALjS1GNATUREjDATE 6 180F 20 �,���} �p�y ��Ty� t�,,��}��5!a+;,31 A ♦GENERAL 1 RATIONS AND CONDITIONS ()F USEFQg�RhtA0 (9 .. IISON A G � Y I.MAX.ASA.DESIGN PRESSURE RATING:+110,—110 p.&L 2.kW.SHUTTER SPAN:86' 3.ALLOWED MOUN0NG&A.D.C&H ON SHEETS 6.71 AS WELL AS MOUNTINGS M.0.C U&W ON SHEETS 16&17. s��a. ��??y� }�ONLY CE D I NATES 2 &(80TH Wf IH]OR(2�}IRE ALLOWED WOP fj C4 0A AR ED!N A ETRTCAt OR OPPOw7NC LAYOUT,tFt CASE OF OPPiSING t`q.Jl /aV1 1X1 .(0.7y)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF //'•l, r},�, ," CENTER"E. TYP.EA.ENDA r�' {, I 5.(A)NV YANDOW BLADE 9 SK41L ONLY ALLOW A MAXIMU14 OF 5 OPENINGS 333.••ttt 111.[GG il. Ll (310 HOLES)FOR 9 PER RUDE AT 6PACtNGS swwN ON SHEET 4. �/�} �,tJf-"�.�', (8)UM.CLEARANCE fT20,�TOP OR BOTTOM EDGE OF MJ WINDOW BLADE MAX.5 WINDOWS a ♦ • , s ,' S.0 /.` �.f' OF ANY 3'0 HOLE FOR SHALL BE I r, ALLOWED AT HV +n ,(, LI WINDOW BLADE� (C)FIRST OR LW BLADE CDUUIG OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE Ilo A A sa I (0)NV WINDOW BODE l'.7'MUST BE USED ALTERNATE TO A SCUD KV BLADEQ -i THROUGHOUT SKUn R'S WIDTH. IT , I I 72` ' r/J.i� 0 . , rll+tl , (E) MATES SRALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W 0 A • A mg. t.1 , ' 4.1D 1 AT EBHER SIDE of THEM. 0.1tt�� �""SSSfff"' `�ii.f[ SHALL BE SEE END L ' 3 �(J�'��,j ('j��,�j` THE INTERIOR OF THE OPENINO B�£ON PROTECTED,HHV WINDOW UUSt 8E CONNECTION _ s s a A k 4 (_') �' t,'I �' l�G I,"I ONLY INSTALLED AND LOCHEO USING A HV SETTING TOOL PROVIDED BY ASSA, DO&L 1 01 S8 1HEETS 1l6 �,( �fi 0 0 INC. FLRL RETGKT. 33 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME rtS '� t �nBy�Q UU=NGS ON SHEET 15,AS UMREO BY SPAN AND DEStCN LOAD(SEE NOTES i &2 ABOVE). 7.SEE ANCHOR SPACINO SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UM(TED BY t SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.LUIGMUM SEPARATION TO GLASS SCHEDULE,PER ASTU E—ISS& SEE PLArl FOR �s UUNENETRS) TOP&BOTTOM WORiOR WIND 20TiE MINIMUM SEPARATION TO GLASS D N NUMBED WIDTK 1 THRU 3 i" � EXISTING CLASS ELEVATION \ A46 LkCN M'EMDLL�IStf41X"EN AT$RTDC'sIR T TO r CLASS� 4 6.25" _- - -. _-----___ .. _- _— ._ .- _�._ - . .-.__—. --—_._ ._ �� — �\ \ �. \ �` .� `� !� lr,,—_ , Via `'• TY SYIAAEf CENTERUATES V, tY/2 OR 5 MID W/O PLAN (SE NOTE a ABOVE) TYPICAL 01) HV BLADE WORKING IN UNISON WITH HV WINDOW GLADE SHUTTER* �`"�---- ►T'j11 Y7rA •"�-_ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone •.r•I:N. t/�`. 02017 TILTECC.INC, 02017 EASTERN METAL.SUPPLY.INC. st ' �6�jm BE HA ffW,A■ ■ ■ ■ Accordion Shutter System _I I E KV. RADE#1 W/OR W10 N.Y.WWW SAX TIWT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.x OESCAWT1014 DATE DRAWN BY: L.C. .'•. ."`++'' sass N.W.3slh,st,sla 305.WRGPiEA sN10L1Ys.sLDRdu arta Association, Inc. I OLD 15-085 7/27/1 tYtTT:s 47/27,/17 Phaml:(]05)871-1630.Faa;(305)871-1331 4268 Westroods Drive 2 DRAWING Na ACE,,,0*'+•,+' o-.,A;MCCO7 8L.M West Palm Beach, FL 33407 3 17-1 07 '". WALTER A TILUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE noR3a Lt a 44167 6 SHEET 6 19 OF 20 a.D35-TIiEDK _• VARIES INSTALLATIONS WZ M HV BLADE & HV CENTERMATES 2.000-Mox.I- -03 GRADE 40 STEEL 0 Mim C-60 GALV. 2-U... 083' /6.11.,'.V7A C� -IT METAL STUDS AT 111* 3 INTO METAL STUD WALLS o hw -- --- - 0 6 O.D. d0 d1 --------- 1/2' .47 GENFRAL LIM IONS AND CONDITIONS OF USE 114"o NOMINAL I I ALUMINUM SLEEVE 1 3/41,a 1/41 0.035-THICK W.i C 43c o 12 fl FOR 13ERTHA(1)HV BLADE ACCORDION SHUTTER 6063-TS ALLOY OAI.V.STEEL TRACK CHANNEL- 0 6*O.C. a 6-oz. SYSTEM INSTALLATION TO METAL STUD WALLS 3.000' ArSZiMT`A-.3 OME 40 AN 0-60 SEPARATION 10 GLASS SCHEDULE GALVANIZED FASTENED TO Yin. Max. WO)J6.1/2*TEK SCREWS ON EXISTING FINISH 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) JL It JOR&EMAPOR FACE AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84- WIND ZONE MINIMUM ........w ASTM E-1996 SEPARATION -(9LENGTH I IlF EXISTING GLM. MIN EPARATION 3. ALLOWED MOUNTING(qCN THIS SHEET. TO GLASS 4GLASS (SEE SCHEDULE) d3 = 43 1/-4"0-2DX3" SOLT 4, ONLY ENTERMATE 21 W/R 1 THRU 3 HV LOCK ARE ALLOWED MUST PENETRATE WITH(21 ARRANGED LAYOUT.SYWMETRICAL LAYOUT. USE #l'(2)n35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4- 3/4'.6 1/4*9 0.035"tH EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -------- I-r1373, N APPI.CABLE ICII 1 250* .050" MV,STEEL TRACK CHANNEL AS CENTERMATE. A, ASTM A-653 GRADE 40 MAI G-N CALVAN IZCD FASTENED 10 STUDS OO (2)16.1/2'TEK SCREWS On d3cL NTCFJOR&E)nE=R FACE 0 61 O.C. 1/4.0-20 THREADS �,, VALID FORI 1 14!'o ELM CONSTRUCTION "A' BLADE SLACK DETAIL HVF IS ALSO VA CENTERMATE 21 APPLICATION WITH BLADE PRODUCTS FAR-LOK HD QD 1 1/2 0.035,'MICK O.C. ASTM A-653 GRADE 40 COMPONENTS MlnG-60 CALY. EEL METAL STUDS AT IS6T^D.C. WALL HEADER/SILL INSTALLATION —EXISTING FINISH AS APPLICABLE SCALE. 3/8- 11' VA II (1Yp.TOP&BOTTOM) —————— —————— I O"T. ALV -ZE—XMIING CLASS ASTM A-653 GRADE 40 Air-G-60 GALVANIZED FASTENED TO STUDS .STEEL TRACK CHANttEI. ✓ W #6.1/2'TEK SCREWS ON sy�'� SYM VARIES &EXTERIOR FACE MIN.SEPARATION INTERIOR CENTERMATIES W 1 CLASS 2' it' ;SCHEDULE) Max. (SEE EXIERIQR_AC SIDE SS _�-E-S-9 INTERIOR ACC. IDE: --- ------- ----- ------ r--- 3 �(f, ?.tin.) IN - --------------------—--- -------------------7 ------ - ---------- ------- ------- -----—-- 411 --7 E - ---- ------ 1/ 12 r--- <�y —--------------------- i- ---—----------- ------------------- -.41D AT HM,/B 9ENIS 1 2)42 21 21 21 21 �Al D AT F HY H S VIEW Y Min.) \-Q)4 w SIDE CONNECTION TO TRACK 'ICK3 1/4'(Typ.)— 'L, G 7* —6 1/2'MAX.SLACK 6 1/2'(Typ,) 7- (Cont.) HYA RV a BLADE SLACK DEAILHYQ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone', 02017 TILTECO,INC. @2017 EASTERN METAI.SUPPLY,INC. .. ......... 09RTHAH A S S AAccordion,Shutter System . /7,L E . . RV.MAX#1 W/OR W/b KV.WNDOW RAM TILLIT TESTING & ENGINEERING COMPANY American ShUtf®r Systems 1EV,N. USCRIPT16N OATC 83s3 Nx Jam St.lift.303,41R01,44 CAFOD6,FLORCA 3318t Association, Inc. I OLD 15-085 07//27/1 DATE: 07J27J17 Pho.o 4268 Westroods Drive (305)871-1530.Fax:(305)871-1331 1 DRAWING No West Polm Beach, FL 33407 3 17-107 ER A.YW Jr,P.C. 4 FLORAK Lk-1 44167 5 SHEET P.E. Si E WALT 6 20 OF 20