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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online Page 1 of 3 r BCIS Home Log Innsf User Registration Hot Topics submit Surcharge Stas&Facts PublicatioFBC Staff BCIS Site Map Links !'Search.� a Public User ( '" ProduSER: ct APP-1U i db Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived Q 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email ESI 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 [:1 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. Validation Checklist-Hardcopy Received Certificate of Independence FLi850 R11 COI'AMERICAN SHUTTER SYSTEMS INC DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code V haps:I/florida6uilding.orgJpr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2�/o2ftCOhpJQ... 3/24120 t 8'II Florida Building Code Online Page 2 of 3 Product Approval Method Method i Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 .ao Summary of Products FL At Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and' (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC DRAWING 17-103 BERTHA HV ACCORDION SHUTTERI Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D",Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions ` Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Ili Approved for use outside HVHZ:Yes DRAWING 17-102 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 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HVi blade w/o window blade for FL1850 Rll AE AMERICAN SHUTTER SYSTEMS.INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg#17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIS II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max,span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HVi blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC 8'-0"for+64,-72 psf toad for HV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REPORT,PDF and W-0"for 110 psf.for HVl and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Back Hext it Contact Us::2601 Blair Stone Road Tallahassee FL 2399 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 'I electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 er . Product Approval Accepts: ��a� Ill 95a M https://floridabuilding.orgJpr/pr_app_dtl.aspx?param=wGEVXQwtDgs9°lo2f�!°2ftCOhpJQ... 3/24/201` Florida Building Code Online Page 3 of 3 Credit Card Safe I https://floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2?/`2ftCOhpJQ... 3/24/2018 k 1 L �+�::t�► MND. , TILLIT TESTING G, ENGINEERING:COMPANY WALTER A.TILLIT,JR.,P.E. tilteco�,?a aol.com PRODUCT EVALUATION, REPORT FLEB'Lf emseNo 0060119 I REPORT NO.: ,. 17-0726.07 DATE:, July 26., 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT,SUB-CATEGORY:. Accordions 1 ;I PRODUCT NAME: Bertha H.V. Accordion Shutter�System H'.V.Blade#1 and 2 and HV Window.Blade 1A SUBMITTED BY: American Shutter Systems-Association, lnc. (ASSA) 4268 Westroads Drive West Palm Beach; Florida 33407 J� 11. PURPCISE:DF-EVALUATION: This is a.Product.Evaluation Report Revision issued by Walter A..Tillit, Jr,, P.E. (System ID:# 1.906).°to American Shutter.Systems Association, Inc based ,on Rule Chapter No. 61I G20,4i Method 1 D of the Florida Department of Business-and Professional Regulation, 1 This product is being.issued an Evaluation Report as described herein, and has been Verifed"for compliance in accordance with the 2017 siXth edition of 'the Florida Building:Code, and to,verify that the product is for the purpose intended dt least equivalent'to:that''required by the Code. This Product Evaluation Report shall.be subject to review,and revision-in case of a Building.Code Change that may°affect`lts�limitations,and conditions 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUATION DOCUMENT(P.E.1)3: ��ia��reararr>o,�� Drawing No. 17-102 ,(revises drawing # 15-079 , 1�1. A H.V. ACCt3RDION:SHUTTER SYSTEM", sheets 1 thru i 2 '... u '15A and 9 and- AW,of 28; prepared by Tilteco; Inc.; signed and�+�e eta ' r1: Timet, Jr:, i P.E.; dated 07126/1,7. This drawing is;an.'integrai tri oft ' n. 2ep rt: d STATE OF 6`3:55 N.VV 36th Street,�Suite,.305,Miami,Florida 33.166 Phone: (305)871-1.530-Fax. (305)871-1531 I � j I PRODUCT EVALUATION REPORT NO.17-0726.07 i I C. .2:2. TEST REPORTS: For HV Blade 1 Largo,missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626'of the Florida Building,Code. ,G I � Uniform Static-loads in accordance with ProtocolTAS 202.Test eeports prepared by American "Testing Lab (ATL) of South. Florida; Reports Na. 0214.01-03, j 07.1.5.01-03,"dated June`27,,.2003; and January 21, ,2004 respectively, signed and "sealed by William R. Mehner; P.E., and Henry Hatton, P.E., jointly with ATL reports:# 1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner,. P:E #"1214;01-08 dated"12/20/05,,signed and sealed.by Henry Hattem,.P.E: per Protocol TAs".201,:= 'and.203 and completed with ATL .Report # 0317.02-06; "dated on 05/23106 signed and sealed.by William Mehner, P.E. also per Protocols TAS 201;202 and 203. Large :missile impactt"&. cyclic loading under protocols TAS 201 & 203, Test reports prepared by AmericanTesting Lab (ATL) of South Florida, Report No: 0609..01-10, dated:June 17., 2010, signed";.and:sealed by Julio E. Gonzales, P.E., report No.. 021'0.01.-11,, dated 02122/2011, signed and sealed by Henry Hattem,. P.E. Tensile tests "as; per QC Metallurgical,Report: No.3DM-388.:and No. 5JM-1022, dated.May 20,20.03 and November 16,2005, respectively; signed and "sealed.by Frank E. .Grate.Jr., P.E., as ppr ASTM E-8, as well as Reports No.10FM-718, { dated June.22, 2010,. and ReportNo 11 CM-223, dated 03/04/2011 signed and sealed by Frank E..Grate.Jr:"P.E., as,per.ASTM && For HV Blade I: Large-missile impact-and cyclic.loadings under Protocols TAS 201. and 203, as per section :1:626 .of. the Florida _Building Code. Uniform Static loads in accordance:with Protocol TAS 202. Test reports prepared by American Testing Lab of South, Florida,.Rep.ort.No. 0422,01705, dated'April'22 thru.June 15, 2005, signed and sealed by William R Mehner, P.E., and Henry Hatton, P.E. Tensile testas per QC.Metallurgical Report No. 5FM-578, dated 716/2005; signed and sealed by Frank Grate., P:E., as per ASTM E 8. , For HV Window Blade 1A Large missile impact and cyclic,loading under TAS 201 and 203 Protocols, as per section 1,626- of the Florida Building Code.. Uniform Sta�jcvlq> �40�accordance with Protocol TAS 202 per section 1626 Protocols.'TA ;` t.reports prepared by American Testing Lab of South Florida,. o ..:: 1:a9$ and No. 0725.0:1-0$ (Addendum), dated 07/191.08 and 08/20%Q es tA " ,:signed and sealed by William R. Mehner, P.E.,`and Henry Hallen P167 a I I 1'1tOnUCT EVALUATION REPORT N�..17-072b.07 ; Testing fior.Polycarbonate Bayer Makrolon 31.03 for Fire;Burning characteristics, per sections 2601, 2602; 2607 & 2612 the Florida Building Code., per ETC laboratories report No. ETC=07-1095-1,9015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. i 111 Testing for Polycarbonate Bayer Makrolon 3103 for Weathering 1 (UV .exposure) per ASTM G-155 and: ASTM D-638, per section. 2612 of:the Florida; Building Code,,,per ETC`Laboratories report No.'ETC=07=1095-1901.5.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan, RE. Tensile test as per QC .Metallurgical Report # 8GM-693, dated July 21, 200.8, signed and sealed by Frank E Grate, P.E,., as per ASTM E 8'. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per etter issued by Sabic, dated 7/17/08addressed to Eastern Metal Supply, Inc., .to approved # 9034 :sheet grade-.with Miami `Dade County Product Approval, addressing Fire :Burning characteristics, weathering and. structural (mechanical) properties: 2.3.,STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for.maximum shutter span vs-. design, wind load., as well as maximum anchor spacing vs :design wind load and shutter span based. on ,rational .and comparative analysis, .and in accordance with section 1616 of the Florida Building Code.. .Calculations prepared by Tilteco, Inc., dated July 31, 2006, May°23, 2008, July 1, 2010, and 10/27/2010, signed and sealed ..by Walter .A. . Tillit, Jr:, P.E., and,, revised calculations dated 04/27/2011 addressing'Mounting I:1, sheet No. 7 of'Idrawing No. 17=1.02: I 3. MISSILE,IMPACT RESISTANCE:- Largo,, ESISTANCE:Large,missile' impact under,-section. 1626f of the Florida Building Code; as per II Protocol TAS.201. .4. WIND. LOADS RESISTANCE: Accordion Shutter System. has been verified to sustain wind,, pressures. Maximum Shutter S an for HV Blade 1 shall be as indicated p icated on sheets 12 &2$A of 28 of Product Evaluation. Document (P.E.D:), Drawing No 17-102. Maximum Anchor Spacing for HV Blade 1 shall be as indicated on sheets.13, 14, 15, 16, 17 &28A. and 17 of 28. of m Product Evaluation Docuent (P.E.D.), drawi1.ng No.. 17- 102. Maximum Shutter span.,for HV _Blade 2hall be as i ted .,of Product ai�1S�)S,a Evaluation Document (PED.), drawing No.. 17-102: a comer span for j urn HV Blade 2 shall be- as indicated .on sheet ,25 c�1►�, PrA %aluation Document (P E:D.), drawing # 17=102. Maximurrr `!66" IFzbe as indicate.. on sheet.26 of 28'of Product Evaluati D rcu ent (P, C} df wing I� 0. 44167 j' \T �1 -PRODUCT EVALUATION REPORT NO:17-0726.07 4 .sheet 28 of drawing Nott17-.102n and anchor s acing shall be .as indicated on P p 5. INSTALLATION: For HV Blade 1shall be performed strictly in accordance with details indicated on sheets 5, 6, 7- 8;."9; 10;-11, 1;8, 19; 20, 21 & 28A of 28 of Product Evaluation Document (PE.D.), drawing No. 17402. Minimum: separation -to glass shall, be as indicated. .on sheets 6 th'ru 11, 18: thru. 20 & 28A of Product Evaluation -Document(P.E.D.), drawing'No. 17-162. Requirements for:use of'locks and/or locking rods shall be as.indicated on Notes on sheet:5 of 28;,note 10 on sheet 1 and 28 & sheet,28A and_note 10 on sheet 1 `of 28 of Product Evaluation Document(P.E.D.), drawing No. 17-102. I For HV Blade,2 shall be:performed strictly in,accordance with details:indicated on sheets 21, 22, 23. and 24 of 28 of Product Evaluation Document (P.E.-D:), drawing #-17-102. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of -_Product Evaluation Document (P E.D.), drawing No. 17-102: Requirements for use of.iocks and/or locking rods shall.be as indicated on Notes on sheets.21 and .28: and note 10 on 'sheet 1 of 28 of Product Evaluation Document.(R.E.D.), drawing No. 17-102. �I The, HV Blade;working'in unison with HV Blade 1A shall be performed strictly in accrdance with Limitations included on sheet 28 of drawing No. 1.7-102. Minimum separation to glass shall be as indicated, on sheets 6,7,18 and 19 of drawing.17-102. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:. Shall be strictly in accordance with General Notes and Components indicated on sheets 1' through 4 of 28 of Product Evaluation Document.(P.E:D.), drawing No. 1.7-102. Anchor specifications for HV Blade 1 shall be as indicated on.sheets 14, 16, 17 and 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Anchor specifications for HV Blade 2 shall be as indicated on sheet 26 of 28. of Product Evaluation'Document(P.E.D.), drawing #j17-102. Pi��eeiaii�.oBej ``vee • �,.lC Ei�sF.; ,��.N •Ufa. a . 4.4167 '. a _ % !E��. PRODUCT EVALUATION REPORT NO.17-0726.07 5,. 7. LIMITATIONS.AND CONDITIONS OF USE: 7.1.Shall be,strictly,in compliance with General Notes No. 1,_2,.9,. 10, 11, 12 and 13 indicated-on sheet 1 of 28', 6f Product Evaluation Document.(P.E.D:), Drawing. No. 1.7-102 prepared by Tilteco, Inc., and: signed. and sealed by Walter A. Tillit, Jr., P.E. 7:2. Product.inay`be all within HIGH VELOCITY HURRICANE ZONES as defined omsection 1620.2 of the Florida Building Code.. 7:3: Product shall only be 'installed into.poured concrete, concrete block, wood frameland'. and metal stud walls under the Maximum' Span and Maximum Design Load limitations indicated on this drawing, as applicable.. 7.4 Limitation of use:for Blade-HV1-used:in unison!with Blade. HV 1A shall be as r per sheet 28 of28 of drawing N6. 17-102. Product Evaluation:.Report prepared by Walter A. Tillit; Jr., P.E. (Florida License No: 44167); President of Tilteco, Inc. (Florida EB-0006719). i I . `GENS :•Tom, Q •i a No. 44167 e Q ►%. F ti► �r�PeOIROIY./R I I GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PX 0.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(sib EDITION) OF THE FLORIDA BUILDING CODE. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR,A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALRY FACTOR Kd,-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.0) DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 12 THRU 17,25,26,28&-2Ev' AREA 1 HV BLADES 111 A & IN ORDER To VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN VA-NO LOADS DETERMINED PER ASCE,7-10 SHALL BE FIRST REDUCED TO AZ.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28&28A. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT ANCHORS ON THIS.P.E.D,,As TESTED,WERE NOT OVERSTRESSED,A 33%INCREASE IN ALLOYIABLE LOADS FOR WIND LOADS WAS UZ USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H-V-ACCORDION SHUTTER.SYSTEM'S ADEQUACY FOR.MIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY '38-43 SHEET 4 -HV BLAOE(D#0214.01-0.3. #0715.01-03. (11004.01-05,'#1214.01-05,#0317.02-06,#0609.01-10 AND.#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA 2: HV BLADE 10 AND HV WINDOW BLADE- '(9 10505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HV WINDOW BLADE' (MERE APPLICABLE) -HV BLADE(y)#042FZ-dffa- AS PER TAS.201,TAS 202 AND TAS 203 PROTOCOLS, TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 2.MY EILADE(DAND NY BLADE( ARE ENGINEEREDTO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM DO ZONE 5 M INTERIOR,ZONE 4.EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF ASCE 7-10 STANDARD.ALL IAOUN71NG CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS,FOR MIN.SEPARATION TO GLASS: DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 CENTERMATE DETAILS KV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND,CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND' CENIERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE DETAILS KID SHEET 10 W EILACE(DAND W WINDOW BLADE (a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 2& END CONNECnON DETAILS 1-6, CONCRETE/BLOCK SHEET EET 11 3.BERTHA H.V.ACCORDION PINS(MV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#,14X2.75 AND f 14XI.75 RESPEcnvELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135,0 kci YIELD STRENGTH AND 180 Mi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COOING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE NY MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE SHEET 14 k ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD 5mEkGTH FOR 6063-T6 ALLOY IS 3L7 ke,AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE, SHEET is FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A 5.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 ATSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018.WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION,2411.3.3;4. ANCHOR SCHEDULE- WOOD SHEET 17 6.BOLTS TO BE ASTMA-307 GALVANIZED STEEL,OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ks*.MINIMUM YIELD STRENGTH. INSTALLATION DETAILS M-R;WOOD SHEET 18 . NSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS'W3,14,15.115N16,17&28A END CONNECTION DETAILS 7-12& X;WOOD SHEET 20 HV f! i 1i26 BLADE : FIV BLADEd&@ 'WORKING IN UNISON. 13. 14 A 16 )E(2)ONLY 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A LLS.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY LkS.PATENT#W458.179,ISSUED ID TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 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 CENTEPZMATIE DETAILS IND SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS,CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. END CONNECTION DETAILS 1-6&X, CONCRETE/BLOCK SHEET 24 10,EACH,UNIT MUST,BEAR PERMANENT LABEL IN A AMBLE PLACE WITH WARNING NOTE:,DURING PERIODS OF HURRICANE WARNINGS HOME.OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL MAXIMUM SPAN'TABLES SHEET 25 HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE, CONCRETE SHEET 26 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY'AMBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1700.9.3 Of,.FLqR]DA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709-9:2 OF-THE FLORIDA BUILDING CODE. AREA 4, HV WINDOW BLADE A ONLY 12.BERTHA HV.ACCORDION SHUTTER.SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS"TE FROM THE P.E.D. AREA 5- HV WINDOW BLADE(1-) ONLY (b)CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY'OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEmArt FROM THE:CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS, METAL STUD.WALLS SHEET 28A (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED By ANY MEANS. (d)SITE SPECinC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH vaLL BECOME THE ENGINEER OF RECORD(ED.R,)FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED To BE RESPONSIBLE FOR THE PROPER USE OF THE P.FD.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E,D,ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE sPEcTTC OBTAIN PERMITS IN THE STATE.OF FLORIDA. DRAWINGS FOR REVIEW, (a)ORIGINAL P.E.D.SHALL BEAR,THE DATE,AND ORIGINAL SM AM SIGNATURE OF THE,,ppo flpAo'"W9ER OF RECORD THAT PREPARED R. "VoteFLORIDA BUILDING CODE (High Velocity Hurricane Zonis .. . ........• FLOR Q2017 71LTECO,INC.(ENGINEERING) (D 2017 EASTERN METAL SUPPLY,INC. :. 0 sirBERTHA HVTm <Ila j —4j Accordion' Shutter System 11LIECOINC. A.S.S.A. 4X BETIDE 11 W1 OR W10 N.Y.WMOW ME&H.V.ME TILLIT TESTING.& ENGINEERING COMPANY American Shutter Systems REY.Ho DESCRIPTION DATE DRAWN BY. LC. 6355 N.W.359, SL.Sl,.305.VIRGINIA WDENS.FoRMA 3sillf Associciflon, Inc. I OLD 15-079 07/26/17 DATE, 07/26/17 Phone (305)871-1530.Fax:(30s)871-1531 4268 West Roads Drive 2 DRAWING Na —.a:Wl...41a.I— West Palm Beach, FL 33407 3 EB-0006710 Phone: (800)432-2204 Fax: (561)209-8380 —4 17-102 WALTER A.TILUT Jr.P.C. P.E.SEANCE({<NAIDREfpATE FLORIDA U.1 44167 5 SHEET- — -- 6 1 OF 28 3Y Fop wwoow eVOE© Bs VARIES o r \6 1.91 1:491' o'p234 ?q v c of o c Nor. •D o 0 0,454• n h 1.20°• a 54' (A7 .090 4.85'7• I o 339. 0� 4• 4.857 I r 4 4• 4.365• - 5g2 0 GHV SOLID BLADE 4999• � .375" COVERED UNDER US PATENT-/ 5458179 0 HV BLADE GHV UNIVERSAL FLOATER e7� p�• O HY 90'/180 STARTER 1A HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 1O& 2O ®HV DIRECT MOUNT QUALIFIED FOR USE W/ 6005-T5 ALLOY AND TEMPER HV BLADE Qt &Q -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6.ALLOY AND TEMPER n BLADE I''&0' .37' o 3.556•' 3.226* 1.500 0 6063-T6 ALLOY AND TEMPER .670' 2.226•- - "' - 085 ��q'v 670' 2.670• in I ( .) .994' 1.000" 'o '� 072 o� 842 o u� _••--_---- 4.897• .815• .092" •,j 0.072" i 0.072' 0 4.436' 3.226" (7 HV ADJ. ADAPTER WHIP t12 1.375' ®HV WALK-OVER TRACK 920 I' ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV � QUALIFIED FOR USE W/ HV BLADE QI '& 20 QUALIFIED FO�USE W/ HV 9' HV TRENCH TRACK .ss• 6063-i6 ALLOY AND TEMPER BLADE 1 &Q2 "� 3.75°• i ' BLADE D& 2O. 6°63-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER. BLADElO&(2)ONLY. HV RAINGUARD �j VARIES n 606 / 3=T6 ALLOY AND TEMPER QUALIFIED FO USE W HV 1.917" 1• 1. 5" 0 1.936' BLADE 11 &&(1) 083 Nax. VARIES 1.936"1 6063-T6 ALLOY AND TEMPER n83' Ox. ..060• .083 m .093"o 9n m 2.035" .tlfi0' n .700 .°93' n .125" .060' o n. 670 �,.� :093" .093':o m. 140' .140" .l 670 1.68fi' c .060' �n� 3.52' I o o.2tA 670 e 11 HV CEILING HEADER s 3.529" 670 az 630 ,, Q LIFIED FOR USE W/ HV BLADE 1 ONLY, C2 HV HEADER/SILL `� 3.s6i• SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 13 HD CEILING HEADER/SILL 6063-T6 ALLOY AND TEMPER 6063-76 ALLOV AND.TEMPE QUALIFIED FOR USE W/ HV BLADE() 14 HD WALL HEADER/SILL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1O&O 2 6063-T6.ALLOY'AND'TEMPER BLADE @ !. 6063-T6 ALLOY AND TEMPER _6063-T6-ALLOY AND TEMPER - - - - - --- BLADE MN X MIN.Y LM t COMPONENT .A B T1 T2 QuAunrl � X' Y t I 1" 1' 0.062" 'N 17 2' S2' 2" 0,125' •MAX: 1/8" 1/8' HV 1 �t � I 3' 3' 0.090' 16 18 2� 5•NAK 0.192" 0.192 HV 2 510E ANGLES I C ( O 20 CORNER POSTS QUALIFIED F R &zw/ W ALUMINUM. ANGLES - ,9 2.5" �7•NAX.�tl.T9o• D.190" HVO1 J �i. G QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV I BLADE 0& 2Q -BLADE (SEE SCHEDULE) /////////ii��'' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM FIQII TI �� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Q. ......... cN•ric 02017.TILTEC0,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM .44167 ECO. ■S■ Accordion Shutter System * INC. ■ ■ .V,8lADE.11 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems pEY.No DESCRIPTION DATE DRAWN BY. L.C. A�;••' LV,1 TILLIT TESTING &ENGINEERING COMPANY' _ w 6755 N.W.36N SL 6b.3a5,NRGINN 4V 0E115,F ApM 3316 ASSOCIatIOn, 1 0. 1 OLD 15-079 °7/2s/17 DATE. D�(2s/7 =a/ct;'.;•QR`O•c' �t14 Phont:(305)871-1330.Fox:(305)671-1571 4268.West Roads.Drive 2 Fs/ 4 St mag:Ot•ctotoeeom West Palm Beach, FL 33407 3 DRAWING No '4 ONA1.4 t EB-0006719 Phone: (8°0)432-2204 . Fox: (561)209-8380 7� 02 7�Irl YIALTER A TILLIT Jr.P.r 4 P.E.Sf;�%91GSAAIGRE/GATE ELokIDA uq.@ 44167 SHEET- __- -- --- - 6 2 OF 28 4.6 429' 4.576" FLIT NEM 1NPEMat M.OU51IE T ENAMEL 4''" 2 293' UOS.S.6LS. BAKm PAtNTED 1/4'-10-T 2.293' .745 I hfl (27NREMED IHOUSMG ENAMEL 8NtE0 PLANTED � GRESSNRN .062" n O :318' -1.3 '0 1p/ •ot1RA55 CYONDER 6rM55 CYLINDERKEG'S(CHROME (CHROME PLATED) HV CENTERMATE 's. HVIOCK ® HV EGRESS LOCK R USE W/ HV BLADE 1D& to ONLY G HV FLOATING,C� 75' m QUALIFIEDr�FOR USE Wf HV QUALIFIED FOR USE W/HV 6003-T6 ALLOY AND TEMPER QU !ED'FOR USE'Wj HV BLADE 1 & 1 ONLY ///''''''��� BLADE w& Q ONLY. BLADE,,1 & ONLY, 6063-T6 ALLOY AND-TEMPER 'H N T AT �l 250'O.D. Q ALWIED FOR USE Wf HV BLADE 1 ONLY .. 16' r 18• 2.874' 6063-T6'ALLOY AND TEMPER PLASTIC HEAD 1:756" .922' 4.0 2 MOLDSCREW 2.079. 1.753" .360'AFTER RIVETING `•`' ^ .n /4" 205x '3/4" BEFORE RIVETING m •QSj. II{{ �' �� I S.S. THUMBSCREW 1/4"ta-20 RIVNUT* �____�:� iQ n�• P .m ml A *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN I w o SHEET NUTSERT,PART/0820.ASMANUFACTUREk BY AVDEL 1:750" 3 2.75Y I �-^� - CHERRY TEJTORN,-PARSFPENY:NEW JERSEY 07054 OR EOOAL PLAN " FRONT ELEVATION 'C:. V M " " LOCK CE RMA TE 4566 27 LOCKER FOR "T" LOCK CENTERMATE CCG QUALIFIED FOR.USE Wj HV BLADE Q)ONLY 9 HV FEMALE "T" LdCK CENTERMATE � HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE Wj HV BLADE 1OONLY QUALIFIED FOR USE Wj HV BLADE'P W/HV BLADETT ONLY., BLADE 7 ONLY' 6063-T6 ALLOY AND TEMPERR. 6063-T6 ALLOY AND TEMPER 1.917 1.9 7• 3,161 .4 3' m 0 m THUMBERN 0 545• 1CYLINDER OR mo 063' to< .214"°+p .063 .0KEY CYLINDER 62' • Tm A6 .214• �'' . m ^ 0.875'Min. w $ n m� 1 .125'MOx. 31HO CENTERMATEO LOCKING ROD HD CENTERMATE W1 �LOCKINQOD n.pos 16 ,; �oo - --QUALIFIED FOR USE Wj HV BLADE 9, 1 -& 2 QUALIFIED FOR USE W/ HV BLADE 1 , 1 & 2 C3) HD CENTERMATE'S INSERT 6tlA• 6063-T6 ALLOY AND TEMPER 'ZJ 8 6063-T6 ALLOY ANDYEMPER QUALIFIED FOR USE W/ HV BLADE(q, 1A &�2 VARIES; 12"MIW 0" 6063=T6 ALLOY HAND'TEMPER, m*41 7HUMETORN ��1/4's-20 S.S.OR 3/e'a-16 tij2' THUMBTR ACETAL THUN9SCREWS, I �O OR KEY (SEE OETNtS) � ...1 4« CYt1NDER 1 'Mar. m°I ® LOCKING RODS / 375"0 /4.0 HD LOCK m QUALIFIED FOR USE'W/ HV BLADE(1-J&I 36 FIV 3/8-0-16,,ACETAL (3) HV 1.,,/4" x-20 AISI. 304 BY REGENT'HARDWARE MORTISE LOCKS SERIES 2333 HOOK 8017 LOCK. 6063-t6 ALLOY AND TEMPER THUMBSCREWS �`i R�„ S S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1�, lA k(71 Q .y5^��INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE4A>4'�i1iY�n,9J�ADE S&(D QUALIFIED FOR USE W/ HV BLADE 1 & DRILLED AT TRACKS FOR PROPER EMBEDMENT 4171 FLORIDA BUILDING CODE(High Velocity Hurricane Zone) +IE '� 4/ ®2017 rLTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. ' ` •• BERTH/A, HVTNI i A $ Accordion Shutter System L I L E C O I N C', ■ ■ M ■ H.V.BLADE j1 W/OR W/O H V.WLNDOW BLADE&H.V.BLADE k` American Shutter Systems REV.NO DESCRIPTION DATE DRAWN en L.C. ��. r T,IXF-(►(' 'TICCIT TESTING & ENGINEERING COMPANY AssoclatIOn, Inc. t olo'15-ole 07/26/17 DATE: 07126/17 - Fji"s J ;4, + 6355 N.W,aft,SL.St..305,VIRGINIA GARDENS.FLMDA 7316 4268 West Roods Drive 2 oR1 ;•,~�+1+ Pham:(305)871-1530'.Fax:(305)871-1531 DRAWING No ._.•, , West Palm BeDeb, Fl 33407 ' z-moil 0006Qod.ca[n 3 ` ,"" 1+y EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 WALTER A OOT Jr.P.E. I ' ( ' 4 SET _-- P.E.96`1/£1IF/ulpAArtr/uATE fU0R4)At1._$_441Iq - --- - " ------ -- - --....._--6---- ------ - - 3N GIF 28-- 3/8"m 41 40 38 ; SHUTTER. ASSEMBLY SCHEDULE FOR Q�l HV 1' HV 1 AND HV BLADES. p O HV BLADE 1 39 ' 0`Y \' 1� HV BLADE '1A 20 HV BLADE-2 j 1or I - N „ v ® 3 ® .a7 m 40 n 3 HV LONG RECESSED NYLON BUSHING F I-»-1.315'0 39 HV SHORT RECESSED NYLON BUSHING EXTERIOR 40 HV NYLON HAT WASHER �a7�"m II 4'1 HV WHEEL CARRIAGE AISI 302-303 SERIES 41 i, I TI y �O 4 • 4.870"x3/16" THICK NYLON WHEEL. I ^I j 39 38 0.188"0 AISI 302 SERIES S.S. RIVETS 1Q0 or C2, 1 ® or (SEE NOTE FOR REQUIREMENTS)- I I Q® Or© ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ZY , Ii i it ONATE IMPACT RESISTANT HV WINDOW <� 4 � I Q® Dr© I (SEE SHEET 27) �, W o NN4 I 38 I * TYPICAL SHUTTER ASSEMBLY -- - - - - SCALE: 3/8--= 1"- - - -- - - - HV PIN.®OR4©AT - (1) HV PIN SHALL ALWAYS BE USED:AT ALL EXTERIOR EXTERIOR ® BLADE'S KNUCKLE. HBOTTOM V®BLADE.NLES OF HV ACCORDION SYSTEM W/HV 1Q OR 00.324' 3 (SEE NOTE FOR .048" m REQUIREMENTS) (2) HV PIN®MAY,BE USED IN LIEU OF®AND ONLY AT TMP. j EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O2 i BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC"AND "DD', •8j 9 III 'I� SHEET 22. I :I; SHALL EINU©0 OR RECT/MOUNT INSTALLATIONPER.DETAIL THICK WHEEL CARRIAGE DETAIL. SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S: N.T.S. FLORIDA BUILDING CODE(High Veiocity Hurricone Zone {{++1 Q'�• •...•••..•;.. 02617 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. {{,{s� • �CENSF .:.�' BERTHA HVTM �. A.S,g,A, Accordion Shutter System .V.BLADE JI W/OR W/0 HN.WINDOW BLADE k N.V.13LADE'12 TILUT TESTING & ENGINEERING COMPANY' American Shutter Systems REV.No 'DESCRIPTION' BATE DRAWN BY: LC. 6355 N.W:36th.SC.Sle.105,VIRGINIA WROTNS iLOPoOA};16 Association, Inc. I OLD 15-079 07/26/17 DATE '07/26/17 •••�iP F�Q�to?;: .�`{{ Phone:(305)871-1530 Fc.:(30.9)871-1571 4268 West RnOds Diive. 2 F'''•••......•• { e-moor tilt—C-1— West Palm Becch, FL 33407 DRAWING No Lysis/P®IA{ r, 11, tilt—C-1—EB-000671 Phone: (800)432-2204 . Fax: (561)209;-8380 1 17-102 i oTITSG /T- WALTER A.TILUT J,-P.E P.E.S f5fGY4F/PF'/UATE FLORIDA Lig 0.44167 s SHEET- - - - - ------ - 6 4 OF 28 cv•�a i ASA-�I' ,1�,• 3' *NOTES ON HV LOCKS AND CENTERMATES: ` 5• / �gl,�d�.15 1. MANDATORY CONOTDON/L ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY STAN OR 12'ABOVE ORB W 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK�+or 46 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO V1 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. 2. LIMITED MANDATORY CONDITION #2 ALTER .—.,,,.-RY coNnITION #I OJAUD WLY FOR 16 a FLOOR/CEILING INSTALLATK)NS. TWO HV LOCKSOR OR ONE HV LOCK. OR W/ TWO i0 LOCKING RODS AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND INS ALL4TION AT ANY ELEVATION. C7 E HV.LOCK @ OR @ SHALL BE ATTACHED TO @t OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER oQe-x�ve / MANDATORY CONDITION #1: LOCATIONOF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL x - V SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHAl1 BE DETERMINED AS PER SCHEDULE # ON SHEET 12. II 4 RC57-9, oR®s °A`E-'7 3. OPTIONAI PQNQMgo'/t' IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV er LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES S`.., OR SHALL BE AS INDICATED ON NOTE (1)ABOVE, = �', LOCATION OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. G o - �v� 4. RY CONDITION Ho xoc-xvc �6s p f2 IS USED H.V. IOCKS); LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY y BE USED IF DESIRED TO,ENHANCE SHUTTER PERFORMANCE. LOCKING ROD SOR AN ALTERNATIVE,DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 5.MANDATORY CONDITION /2.• ONE HV LOCK(& 6'S BE USED AT CORNER CENTERMATES.FOR ANY SPAN F 9V AND INSTALLATIONS AT ANY ELEVATION. HV LO or HALL BE USED AS,.AN OUTSIDE OR INSIDE LOCK, 1 NIL HY>L o ## N�y \43 AT TOPATTACHED TO& BOTTOM SHALL BCORNER EMUSED.LOCTE ATION OF LOCK SHAM BEONG FLAT HEAD S.S. M.S. TWO AS INDICATED ON TYPICAL SHUTTERKING ELEVATTIO.@ / �BRB V -I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12: B. • ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or. FOR ANY SPAN AND I I til I I 11�1 III I IINST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE,OR OUTSIDE LOCK. ATTACHMENT i 4OF 1/4"0-200/4P.S.THUMBSCREW TO g,OR®CENTERMATES SHALL BE MADE W/ 1/4"0=20x3/4'ALUM.. SEE END RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. OLTAIIS ON D r E x 17 K oP a R V W s FULLT n TYP. *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT. OF CORNER1.SECOND ALTERNATE TO MANDATORY CONDIRON 01 VAUD ONLY FOR HV'T' LOCK L50 .AND CENTERMATES 0 AND ST "�0ih°X9piH CENTERMATE V ONE ALTERNATE HV T" LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS q3 OR�FOR ANY SPAN AND I ALTATION AT ANY ELEVATION. ALT NATE LOCK 1 Y BE USED AS AN INSIDE ORO IDE LOCK. ATTACHMENT aR�cR�+13"+ - - - -- - - -OF LOCK 0 INCLUDES USING REINFORCING LOCKER�,AS'SHOWN ON SECTION HVG,-SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @ AND U9 W/1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8'0 x 3/32' 10+OS a©+ @-e.0OR WINGNUT OR W/1/4"0-20x1'S.S.M.S. INTO.A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED.AT'MIDSPAN OR 12" MAXIMUM ABOVE.AND BELOW MIDSPAN. USE OF TWO LOCKING RODS.®TOP AND BOTOM'IS MANDATORY. ©.O 4 Qpp©+.0+1$CA Its•OeR 131+��®��«� "`NOTES ON HD LOCKS & CENTERMATES: 1. ONE ALTERNATE HD LOCK(�) MAYBE USED IN LIEU OF 80•®°q 19+QoR 1 9•QS-09 HV LOCKS OR 5.FOR ANY SPAN AND INSTPLLATIONS AT ANY ELEVATION.ALTERNATE HD.LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 9 IS W/3X18 x 3/8" F.H.S.S.M.S.,AND INCLUDES TYPICAL HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-H AND DC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE NIDSPAN. USE OF LOCKING RODS if Ta IS COMPLETELY OPTIONAL N.T.S. G k TIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone ENSF'•: 62017 TIL7EC0,INC.(ENGINEERING) 02017 EASTERN'METAL SUPPLY;INC. �a 3 �■�■�.�� BERTHA ter TmS No.44167 ': Accordion Shutter System ,. .V.BLADE 1 W/'OR W/D H.V..WINDOW BLADE&H.Y.BLADE 12 ,a American Shutter Systems REV.No DESCRIPTION DATE DRAWN'BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 1s-079 07/26/17 DATE: 07126/17 6355 N.W.36th.St.,Ste.305,WNGINIA GARDENS,MM04 3316 _Q�•";. •\ t41 Ph—:(305)871-1530.Fox:.(305)871-1531.—.1; eeooa4268 West Roads Drive 2 DRAWING No oO t 11 a :MtoLeom West Palm Beach, FL 33407 .......4�� EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 PP.E. 17-102 fl WALTE3 R A TILLR Jr.P.E. RORIDA U.8'44167 5 _ S�C�S`(� TURE DATE - - - ----------_-- -6.-- - ---- - - - ---- - - - 5 H OF 28 - ---- POURED CONCdIlLOCK POURED- POURED OR CONCRETE--��� CONCRETE REQUIRED 1/4'0-20x3/4•S.S. CONCREi CONCRETE ANCHORS - REQUIRED CONCRETE ANCHORS MACHINE SCREWS REQUIRED . (SEESCHEDULE ON f �CONCRETE ANCHORS � (SEE.SCHEDULES ON W/ 1/4'-20 (SEE SCHEDULE ON SHEET 13) ` , � E ,/ r SHEETS 13& 15A) I NUTS m 12'O.C. ___ 12 DR 14 ,/�. Mtn. 1/40-20x3/4•&S. /� Min. --/ 17 OR 1$ EO EO MACHINE SCREWS / Q ED1z" 72.. --' ®1NZ oc-2o Nurs 19 I E. D.* �' / .250•Mox. I( / 13 OR 15 /I/ / - 13 OR 15 IE D'+ �� • I i E:D• 7I- - % I .250" /� \ TIM 250"Max. 1 I 1 '� \ I I MOX. E.D/// '/ 1 IE / /' I I I ` .l RLN.SERAPATICN OPTIONAL ,, I/' ,/ / OPTIONAL I. TO CIAO(SEE MIN.SEPARATION SCHEDULE ON SHEET" '}' _ TO GLASS �I 12 FOR BLADELAND r I 1 OR ®*- I (SEE SCHEDULE ON � � 1 EXISTING I ON�T 28 I MIN.SEPARATION w w EXISTING J SHEET 12) GLAS �Ol&(N ' TO GLASS I I .1 GLASS (SEE SCHEDULE ON EXISTING SHEET 12) Q HV WALL HEADER INSTALLATION G ©HV WALL HEADER INSTALLATION g HV WALL HEADER INSTALLATION. EXISTING EXISTING f ' GLASSY MN.SEPMATION GLA55—I MIN.SEPARATION 1 To Cuss(SEE OR ; 1 EXISTING TO GLASS ISCHFDULE ON yEET I GLASS (SEE SCHEDULE ON 12 FOR BLADE HAND 1 rh NLN.SEPARATION 'I rI ' SHEEP 12) I ON SHFET 28�}'pR. TO GLASS L r 1FFFlttt I&© (SEE SCHEDULE ON— BLADES � OPTIONAL SHEET 12) 'I' - EDI./ ice\ Ili 1/4-j / ' �/E D/ Max. 1 i i OP ::: :I% `I/� TIONA _ L i i I I t-1/4"Maz. r/ �r_ 13 OR13 OR 15 EQ E 1 2 0R 1 4 f / - 1/4"a-20x3/4"S.S. Min. EO EQ- -- -PHILLIPS MACHINE SCRSEWSH G IEAD / /; /, CONCRETE ANCHORS' _ - 1/4'm-20x3/4'S.S. PHILLIPS - --- / CONCRETE ANCHORS / / -` / _17 DR 1$ TR HEAD MACHINE SCREWS 4 1' 1/4'-20 NUTS®12"O.C. ' (SEE SCHEDULES ON (SEE SCHEDULES ON { / Min. POURED.CONCRETE SHEETS 13& 15A) 1/4"-20 NUTS® 12'O.C. POURED CONCRETE SHEETS 13& 15A) �� / I OR CONCRETE BLOCK, K OR CONCRETE BLOC // NCRETE ANCHORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION 1/ (SEE SCHEDULES ON O HV WALL SILL INSTALLATION POURED CONCRETE—/ SHEETS 14& 15A) OR CONCRETE BLOCK WALL REQUIRED ,-r, HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION`: INSTALLATION DETAILS W/ AS SEE SHEEP 4 FOR TYPICAL SHUTTER. ( D. EDGE TIONSDISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEEP 14) ♦ SEE LI®TIONS OF USE FOR H V B LA D E 2-MOUNTING SECTIONS-CAN BE COMBINED BLADE 1 ON SHEET 28 IN ANY WAY TO SUR ANY INSTALLATION. 1 ���+i 1� k FLORIDA BUILDING CODE (High Velocity Hurricane Zone t- ... . 1 ©2017 TILTECO,INC.(ENGINEERING) m2017 EASTERN METAL.SUPPLY, INC: 4�s7 BERTHA HVTM 4 A.S.S.A. Accordion Shutter System kr y 4.,BLADE(1 W/OR W/O.H.V.WINDOW BLADE&H.V.BLADE# American Shutter Systems RLV.Ho DESCRIPTION DATE DRAWN BY: L.C. / •1y,� TILLIT TESTING & ENGINEERING COMPANY 9 1) dCr 1 Association, Inc. I OLD 15-079 07/26/17 DAIS: 07/26/17 ••��. \ 6355 N.W.36N.51..'.Sle.306;NR41lW.GARDENS.FLORW;J}IB • •� A .4268 West Roods Drive - �� 1t Phene:(705)871-:Ut .Fax:(705)871-1531 2 •+ a-moll:tiltecooaol.eam West Palm Beach, FL 33407 J DRAWING No ONA1.��1', waTEEB-0006719R A.TILUT P.G Phone: (800)432-2204. Fax: (561)209-8380 4 RE S�L�S�IS>t7URE/DATE FLORIDA Uc.9 1'4167 5 SHEET- --- — - s POURED CONCRETE ANCHORS UN.SEPARK" I OR CONCRETE (SEE SCHEDULE ON SHEET 14) 70 MASS(SEE REQUIRED EDGE OF 12 FOR I AND SLAB IF am m (SEE 4. APPLICABLE a-AM 12) TO CLASS V R WASHER H LOCATION 121 11 1 _TE�SCREW 0 EXISTING w= & EXISTING (SEE SCHEDULE ON- GLAS SNEET S GLASS ALTERNATEHEX jlOx3/4 ANCHOR 12 O.0 i11 i �13 OR 15 CONCRETE ANCHORS LASS (SEE SCHEDULE ON 7 Q/j EDGE OF L SHEET 14) i EDGE OF I APPLICABLE SLAB IF SLAB IF • APPLICABLE 01F L APPLICABLE EXISTING EDGE OF— PPLICAM GLASS__�l - - ---- ' uvi.S�Maw E.Q.7 PASS (SEE POURED "IF POURED —E. D.. OR 0 CONCRETESPOURED FLAT HEAD CONCRETE ANCHORS lZU. D�- L__E.D,� I REOVAECI FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE,ON SHEET 15) REQUIRED (D HV FLOOR _INSTALLATION t@) TRENCH INSTALLATION (1)HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF HV CEILING.INSTALLATION PRESSURE RATING.& FOR SPANS PER CONCRETE AbN:CHORS SCHEDULE #4. SHEET 12 (SEE SCHEDULES ON SHEETS 15 ASA) 4- E)QGSLT;ZG --- / -----A�,— so�or— ?STING ;,i I S__� MIN CLM� MIN. SEPARATION SEPARATION EXISTING TO GLASS :91 17% TO CLASS EE SCHEDULE ON- 0 —, (SEE SCHEDULE GLASS SHEET 12) SH 12) F MAX. OR #10.3/4*HEX TEK SCR WASHER 1/1 X HEAD SCREWS 0 #1,�.3/4" HEX HEAD 12*O.C. FL 31a J14.3/4'S.D.S. .EK SCREWS 0 9*O.C. ONCRETE ANCHORS t - OR I/4'.;20tT.S.5F_M.S.. (SEE SCHEDULE ON 1/'2 a 9"0.C, SHEET C15) #14X3/ _S.D.S. -7 EDGE OF I" , (�' I SEE NOTE 13(b) @ 1/2 W/ I 4*'F.k SLAB IF CONCRETE ANCHORS -SEE NOTE 13(b) POURED CONCRETE CABLE ON SHEET I' APPU .71 CURED CONCRETE­3 (SEE SCHEDULES.ONON SHEET I OR CONCRETE,BLOCK OR CONCRETE BLOCK SHEETS 15& 15A) Ea: REQUIRED A REQUIRED PTIONAL POOREO_/ HV WALL FLOOR INSTALLATION OL .HV WALL WALK—OVER INSTALLATION CONCRETE-' REQUIRED BY RAINGUARD 'INSTALLATION t INSTALLATION DETAILS W/ �F 11Z MOTE FOR THIS INSTALLATION SHALL BE E.D. EDGE DISTANCE RE...r.WHEN PERFORMED D HY BLADE I-SEE SHEET 4 FOR TYPICAL SHUTTER '(SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR T, OR ENTRANCE ASSEMBLY t BLADE(IA)ON SHEET 28 2_ MOUNTING SECTIONS'CAN BE COMBINED F - -_ I IN ANY WAY TO SUIT ANY INSTALLATIONL FLORIDA BUILDING CODE(Hi. h Veiocity Hurricane Zone) ............ Q2017 TILTECO.INC.(ENGINEERING) C2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm No.44167 Accordion.Shutter System —7C07:om 7c � E Y.BUGE 11 W/OR W/O KV.WINDOW BWE&N.V. 'BLADE ri VLT7E ASSA Arneriddin Shutter Systems REV.H. DESCRIPtION DATE DRAWN B* L.C. TESTING& ENGINEERING COMPANY S Assoclation, Inc :OLD 15-074 7/26/17 DATE-, 97/26/17 4268 West Roads Drive 2 St,Ste. FLO�3316t DRAWING No Phone;(305)871-1530.Fox:(305)871-1531 ­.'k tat� 6.1—M West P.Irn Beach, FL 33407 3 NAL EB-0006719 Phone: (800)432-2204 Fox: (561)209-5380 —4 17-102 fl, • WALTERk TILUT 4,P.E. 7 , F 28 SEE END WALL DETA—ON SHEETS I 1 20 SEE NOTES ON LOCKING RODS 0,HV LOCKS 5 or� OUT 90' I N EXISTING GLASS INSTALLATIONS WZ (1) HV AND ALTERNATE HV LOCK®ON SHEET 5. &ADE SLACK DETAL HVF IS VAUD FOR ALL 'rf BLADE- W j HV CENTERMATES CENfERNATES APPLICATION VMH BLADEQ, QR SEE END WALL CONNECTION (-EXISTING GLASSDETAILS O N SHEETS 11 2 ---------------------L--------------- 1 8oe1 r Bang +.7on ---------- --I .O O O O O 3 1/4' 7' 6 1/2" 1 2'x2'xi/8•.o'-2 ____ 7' (6063-Ts/4.0 AGN.- OPPOSING ..-_ --- -- -ANGLE-W/(2) TO C NCRETE ,/2" i SYMMETRYCAL ANCHORS TO CONCRETE I ) CENTERMATES QOP/BOTTOM)8 .8,0x3/4'S.M.S.® ,z- ��K CENTERMATES MIN..SEPARATION (4)"A'X2'S.M.S.70 TUBE O.C.FULL LENGH7. Wz HV LOCK 4 or bbl I TO GLASS AT EACH ANGLE(lYP) / W/ HV LOCK " or 5 �I (SEE SCHEDULE ON SHEET 12) OUT HVA « HVB ® « HVC ©oe�on©'Oa+®oa1D tQcR -POURED CONERE7E OR CNr EXISTING GLASS ) l O* REOUR DE BLOCK WALL EXISTING'®°R�'®anO.i©°q I (-.—.--------.------.— O REQ CAL ---�----- �\ SYMMETRICAL ©+Q7 '�an�' 7Q•�e n I I- 8 - a aA 9+. 3 oa 1 . 5- 9 `EXISfIN IN MIN. SEPARATION ON GLASS �O © © O � — OJ 1� class CENTERMATES 6 TD cuss — -- ---- SEPARIN ATION I Non W/ HV LOCK ILO-* OPTIONAL �SHEETO 2 ON * (INTERIOR) L) ._I - To cuss - - - « 3 - - - - - - - - (SEE SCHEDULE OPTIONAL '/ ON SHEET T2) - (INTERIOR) J OUT -------- /LCONCRETE ANCHORS ® 16 c •Dc 3 2-ES o O U T 6 1/2'MAX. SLACK * (DCTERIOR) oUT 3 5 /..,,, HVE HVF** HVD ,ff,SEN A. r -- FLORIDA BUILDING CODE(High Velocity Hurricane Zone A,,,t ;••`�V EA1s•,•••t/�_ 02017 TLTECO.INC:(ENGINEERING) ©2017 EASTERN,METAL SUPPLY, INC. BERTHA HVTM * �� 441sT Accordion Shutter SystemstemLE�- A S S A VBS LADE 11 W/OR W/O H.V.WINDOW BLADE_&,H.V.BLADE r TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: LC. (� • ,{6 5355 N.W.381h.St.Ste.305.VIRGINIA GARDENS;FLORIDA 331E- Association, Inc. 1 OLD 15:-079 DT/]s/17 OATE: .07/26/17 Phone:(305)871-1530.F..:(305)871-1531 4268 West Roads Drive 2 - L E�..,,t <LTFEB-006®1B Lcam Phone: 800 432-2204 ChFoxL 561)209-8380 3 DRAWING NnO. 91�— WALTER:A.TILLIT Jr.P.E. ( ) ( ) '4 17-102 --- - — FLORIDA-ua.-A-44167 --- -- -'- —-----------—_ - 5-`---- --- - -----SHEET--- - --- -- .6 8 Or 28 ALTERNATE INSTALLATION W/HV "T" LOCK SO) HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES 8� & LOCKERS (2 WZ n HV BLADE O I ISI EXISTING GLASS T 90• I'! BLADE 10 SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL ASUNIVERSAL FLOATING.BLADE(3 DETAIL HDD-HVD , INDICATED ON SHEET 10, tAA.YBE USED WITH THIS ALTERNATE O+Q ©*© ©+© INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. - 70 5a1 3cet ce SEE END CONNECTION DETAILS ON SHEETS 11 & 20 2",/S (6063-T6 ALLOY)ALUM. ANGLE W/(2) 1/4'o TAPCON 1/2" ANCHORS TO CONCRETE I 1 __— (TOP/BOTTOM)h L _—_—__——_—*_ ____________________— (4)/10:1/2'S.M.S.TO TUBE #104/4'S.M.S.0 12' AT EACH ANGLE.(TYP) I e O.C. FULL LENGHT. 3O HV "T" EKI * MIN. SEP ATION 30 HV "T" roc s 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE ON SHE 12) ___7A_ _—_—_—_—_ 1 5 1 28 f29 1 28 2" 0 5 3 DUT 35 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 / \—NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. * 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 z 1" S.S.M:S. SEE NOTE 6.FOR ET LOCK 3 3O HV "T" LOCK (OUTSIDE) "T" LOCK, ON SHEET 5. W/1/4".0 x 5/8" RIVNUT f. 't SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE'THIN SHEET NUTSERL PART((0620; AS MANUFACTURED BY AVOEL CHERRY TEXrORN, PARSIPPENY;NEW JERSEY 07054 OR EQUAL. 'I�llylarrrq,� A.n �- FLORIDA BUILDING CODE (High Velocity Hurricane Zone •ti10ENS':a, ©2017 TILTECO,INC.(ENGINEERING) ©2017EASTERN METAL.SUPPLY, INC. *' ' - BERTHA HVIu 1$7* Accordion Shutter Sy stem C �N�.LO SV. BLADE#1 w/OR W/O H.V.VANDOw BLADE s.H.V.BLADE g TICCIT TESTING & ENGINEERING COMPANY American Shutter.Systems REV.No DESCRIPTION DATE DRAWN BY; LC: ' Association,West oad Inc. 1 an 1s-o�6 07/26/17 DATE m/z6/n �.Q• -.:'• ,\ 6355 N.W.361(3 SL..Sic.305,NR Fox GARDENS;FLOMM1-15313316 4268 West Roads'Drive Phone:(305)871-1530.Fax:.(305)871-1531 2. U11-9.0— West Palm Beach, FL 33407 3 DRAWING. No ES-0006719 Phone: (800)432-2204 . Fox:.(561)209-8380 4 17-102 WALTER A.TILLR Jr.P.E. - - -- - - - _ P.E.SEAL/SIGNATURE/DATE_ -- FLORIDA U.1 44167 SHEET-= - - -- - - - - — 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & -20 `� EXISTING GLASS oUT 9D• IN ;� INSTALLATION (1� HV BLADE W/ HD CENTERMATES SEE END WALL CONNECTION 6 DETAILS ON SHEETS 11 g 2Q — -----�EXISTINC GLASS ———— ------------ 2"x2'xf/8•x0•_2•- I_ _ _-_ _ __ _ _ _ - (E063-T6 ALL ALUM. I 1/2 ANGLE W/(2) 1/4'® (OPTIONAL) 4:* (OPTIONAL) TAPCON ANCHORS TO #10 x 3/4'S.M.S.O 12" MIN. SEPARATION (4) H 1/, I. CONCRETE(TOP/BOTTOM TO GLASS I h(4)#14x1/2"S.u.S I 0A. (SEE SCHEDULE PINS (TYP.) N / 33 To TUBE aT--EACH ON SHEET 12 F4) H.V. ANGLE.(TYP). 5 '4 5 8" 6 1/2' PINS (TYP.) (V _ -___ 5 r(t� 1/ T• 1/2'%20 /2. 0 v 2" 20 31 OR 32 * 33 31 OR 32 31 bR 32 35 31 OR,32 HDA-HVA 4 35 * ro NDB'-NVB OUT P110N�) HDC-HVC (OPTIONAL) SYMMETRICAL HD CENT ERMATES SYMMETRICAL. ND CENTERMATES W LOCK INTERIOR W/ (34 LOCK (EXTERIOR) © * SEE NOTES ON LOCKING RODS©:& HD LOCKS ON SHEET 5. ** UNIVERSAL FLOATING BLADE(a)DETAIL HDD-HVD ISO VALID FOR ALL CENTERMATES,APPLICATIONS'WITH BLADE Q 3 1 ,,,,...�..,,, HDD-HVD** �1j1 A„ FLORIDA BUILDING CODE High Wiccity Hurricane Zone 1 x•. ©2017 EASTERN METAL SUPPLY, INC. `�. '•^� 2017 TILTE,CO,INC.(ENGINEERING) ;•'• '' �.` BERTHA HVTM *_ NO.44167 '3 • /TO—Eq ® Accordion Shutter System ®.INC. I�®�,� �A■ .V.BLADE#1 W/OR W/0 H.V.WINDOW'8(ADE&H.V:BLADE J TICCIT TESTING & ENGINEERING, COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN 9Y:. LC. Z •' /` - Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 �f fi]ES N.W.J6U Sl Sle.305 NRGINl4 GWDEtb,RORIDA 3316 - .•' [- 1 2 - _ 41� Phone (305)871-1530 Fax 4266 West Roads Drive (305)871-16J1 DRAWING No: bbw Y � 11 a-maJ tate000aoLwm West Palm Beoch, FL 33407 3 ,�rY/1�41,•1 EB-0006719. Phone: (800)432-2204 . Fax: (561)209-8380 4 .17-102' Y �7,r'' WALTER A TILUT Jr.P.E. P.E.SEALJS(Cr0fURE/DATE _FLGR(DA UF.3 44167 6' _ _ SHEET - - - -- - - -- - - - ---6 — - -10-OF-28--- - - ri /—POURED CONCRETE OR '�V / �POURED CONCRETE /, POURED CONCRETE • CURED CONCRETE CONCRETE BLOCK WALL I% %/ ,'� OR CONCRETE `) BOCK WALL REQUIRED --i-- OR CONCRETE REQUIRED / BLOCK WALL REQUIRED , ./'. BLOCK WALL REQUIRED /' EXISTING GLASS EXISTING GLASS I. EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS / / — �l l/ 2"MIN., ® 16.O.C. / .. / / MIK SEPARATION // /, r - 2"MIN.,/ —� /% 70 61755 (SEE /� /'% -- ) <�j` /, 4� E AUN SEPARATION / SCT4'DULEON SHEETMIN.SEPARATION MIN.SEPARATION EQQ / roCASS( / ,. , 12 FOR RADE PMD TO GLASS(SEE / TO CA55 SEE SCHEDULE ON StffET I/l6 z3 MAX: Ott SHEET 28 FOR I %•' SCHEME ON SHEET T I SCHEDULE ON SHEET 12 FOR E&!DE 1OMID E1IA0:5 1Q(z® i / 12 FOR ELME'QMA CN SHEET 28 FOR (6063-T6)CONT. DN SHEET•28 FOR 12 FOR BLADE DAND (LOCATE ATVMIN I RADES Q&� ALUM.CLOSER. BLADES 1J @® 1/2 / ON SHEET 28 FOR EITHER SIDEi I PLATE. (LOCATE 1/2" I \ I r—'- I BLADES() _OF.SO) AT EITHER 510E MIN ` 1OF®) 4 I *USE 1'OR 2"MAX. I I J1ox1/2".S.M.S. I I _—_—_ (AS APPUCABLE)xVxl/8"x0'-2" J/1Ozl/2 S. 16 O.C: ,{ ALUMINUM CUP ANGLE 4 (6063-T6 ALLOY)AT MIDHEIGHT/ per #lOx1/2"S.M.S.Tb®SEEDETAIL X FOgJ . WALL T "D.C.S ANCHORS TO \WALL AT 1.O.C. (LOCATE AT SEE DETAIL%FOR OR '1�ySIDE TO TRACKS 1OREITHER SIDE OF(D) ) ORSIDE CONNECTION j2-q-&07-8 70-@- SEE DETAIL X FORm10•�3m TO TRACKS m m 6• 7 m 8 0•�m I 10• Sim®•�3m©•�., SIDE'COONTRACKS4 ©© ©'�"' 10w©Sm©•'�a'17.©4 ©•O,1�m©•O �Bq L@21-(2)©lz�J,••�xR'J�''�-�l©'.7 .EVlm•�o.•®�mm. ©�..,O�.,_m. •�- O•.flm�„•�PO 2"r•0,m©.J.@m f �5•Calm'@.@l6"-'(OL%.•V@.m- 10-©mO.©m @@m®-@mE®mU' ®m0 O ®mQ e mC �m0 l3 �.�m,s.�m�•�m0 .END CONNECTION DETAIL T END CONNECTION DETAIL ) END CONNECTION DETAIEND CONNECTION DETAIL POURED.CONCRETE OR ONLY FOR SPANS GREATER THAN 12'-0- C 2'-0- CONCRETE BLOCK WALL EXISTING / — EXISTING GLASS REQUIRED Zi j cuss 4 C </ t £1'2"S.M. / MJN.SEPaf+ATIGT! MIN.SEPARATION / Q / TO GLASS(SEE / 0 16.O./C. TO GLASS(SEE SCHEDULE ON SHEET � � 1LE ON SHEET � 5 ?' �/ B OR $ OR )OR < 12 FOR&ADE QAND I CONCRETE 1 1/2"MIN. 12 FOR RADE 1QR,D _ "______-- O C < % ON SHEET 28 FOR ANCHOR ® ON SHEET 28 FOR - I OR'130R 1 OR�13' CONCRETE .BLADES C&® 12"0 C. RPDES 1Qg® r) Fr--__ _ ____ O % ANCHOR __ •I Nift MIN. / I / EQ B- Ofi®OR�OR % 2'MIN. / 2" ? FIEE IMRATIONS OF USE FOR: IA ON.SHEET 26 @ OR I S OR�OR D VIEW Y 5 �0R —N DETAIL X m8 m10�•1 1 .OR@-0-(j)-07OQ � POURED CONCRETE OR m 6• m 10:@m@, m 1 CONCRETE BLOCK WALL i 1 p®` 0 Q7 `8Jm10•�31m @m©•it �7.�Slm ��11�$ 6 m m END INSTALLATION REQUIRED. 10:©: � �L7•V°' .Q `-' Q:� �•Q7 •® �® Om©O eam L6aC�•�a0 0m n HV BLADE OR HV WINDOW BLADE INTO �•®aQ•�mp. m G.e�w�®a��m0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ® e7m� �Im� �m0 � �y� NEC ION DETAIL 6 f. � FLORIDA BUILDING CODE(Nigh Velocity Hurricane .Zone 1,ttT��,�•�`r e0.1nr'/���2 Q2017 11LTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. VGIROC BERTHA HVTM o.44 1 L' E C O Nc. A,S S��, Accordion Shutter System $. V.BLADE1 W/OR W/0 H.V.WINDOW B(i>flE k N.V.BLADE • t American Shutter Systems REV,No DESCRIPTION DATE: •Q� TILLIT TESTING & ENGINEERING:COMPANY DRAWN bY: LC. �Ft/� •,L�%\\ 6755 N.W:36th SL,St,.305,NRGWIA WDENS,FLOFMA 331Association, Inc. Y QLD 15-079 07/26/17 DATE 07/26/17 =®A(. •" I�r,� V,1t� Phone (305)871-1530.Fax:(305)871-1531 4268 West Rocds Drive 2 .—11:Ulteco0ool.com West Pclm Beach, FL 33407j '7 DRAWING No EB-0006719 Phone:(800)432-2204 . Fox: (561)209-8360 4 � -�Q2 WALTER A.TILUT Jr.P.E -- -- -- - -- _ _-- -- - - _-- _=P.E,SEALfS1GNAFUR'_/DATE - - -- _-- -FLORIDA.U. -44167 ----- _--_ --_ - - - - - - -5-- -- - --- - -- - - - — - ----—-- SHEET 6 11 OF 28 SCHEDULE �!1 SCHEDULE N2 SCHEDULE #3 SCHEDULE #4 NOTES: ♦ SEPARATION TO GLASS REQUIREMENTS *' MAXIMUM SHUTTER * PAXIMUMTTER * dAXIMUM SHUTTER SPAN*"L+"MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) (t) L+: MAXIMUlA ALLOWABLE SPAN FOR R "L R "L ft. INSTALLATIONS A GIVEN POSITIVE A.S.O.DESIGNFOR INSTALLATIONS W L SPAN "Lt" OR "L ) (1) SEE BELOW FOR MINIMUM SEPARATION TO / IONS W SYMMETRICAL CENTERM PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN (t. FOR INSTA LATIO & W ONE HV LOCKS L-: MAX.ALLOWABLE SPAN FOR A GIVENCENTERMATES.® & ® Or Or W/ ONE ) ICAL THE FIRST 30'-0"ELEVATION OF BUILDING HV L C ® Oror 26 Or HD W/ 0 O / NEGATIVE A.S.D. DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUTTER. LOCK W/ C15IPXNG RODS 35.O 2 22 0 E21 & 22 W/ OR95 W/ NO LOCKING CENTERMATES 2 29 W ONE HV �HV R 26 LOCKS ODS (2) PROCEDURE TO DETERMINE MAXIMUM/ IN SPAN FOR WALL MOUNTINGS OR (2) MINIMUM SEPARATION TO GLASS FOR.SHUTTERS Q LOCK 30 W/ TWO LOCKING OCK 24 0 25 OR. 26 W/ N /BOTTOM W/ DN FLOOR/CEILING: MEASURED AT BOTTOM OF INSTALLED ABOVE 30*-0" SHUTTER IEVATION S 3". & CONCRETE&WOOD CONCRETE GIVEN A POSITIVE A.S.D. DESIGN uAvuuu CONCRETE&WOOD INSTALLATIONS 0 unxluw N C7 TIONS 0 OQ&uul4 R 2ASQBA M(SEE u uuu INSTALLATIONS PRESSURE RATING,DETERMINE MAXIMUM A&D.Dl=N ASO.lK4CN ppiSpD. N ASDDENGH 'ESSURE FLOOR/CBUIJG PRESSURE WALL MOUNTINGS lPTfS PRESSIHC FLOOR/CEIUNG MOUNTING SPAN 'L+'FROM SCHEDULE. _ ra G RAnvc RATMc RAn GIVEN A NEGATIVE A.S.D. DESIG PRESSURE MINIMUM SEPARATION TO GLASS SCHEDULE: I,.J) WALL MOUNTING MOUNTING Ux.F•) ROOft/CEWlG MOUNTINGS (w.) FLOOR/CEIUNG MOUNTING &-f3 FLOOR OR MOUNTING RATING,DETERMINE MAXIMUM SPAN `L SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS (« OR-) L t (M) L-(I) t s (R) L (I) (+OR-) L♦ (R) L-(R) (+OR-) L 4 (If) L-(I) («OR'-) L o (R) L-(e) FROM SCHEDULE. 30 13'-2" 16'-0' 13'-2" 16'-0" 30 12'-3 14'-9" 30 13'-1" 16'-0" 30 13'-2' 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8' 44'-10" 12'-8" 14-10" 35 11'-9' 13'-B' 35 12'-7' 15'-7' 35 12'-8' 14'-10' EOUAL TO THE MINIMUM DETERMINED SPAN SPAN SYMMETRICAL OPPOSING 40 12'-3' 13'-10' 12'-3" 13'-10" 40 11'-4 12'79" 40 12'-2' 15-2" 40 12'-3' 13'-10' BETWEEN 'L+'AND`L-'. CENTERMATES CENTERMATES 45 11'-11' 13'-1` 11'-11` I3'-1" 45 11'-1' 12'-0' 45 11'-9' 14'-3" 45 11'-11" 13'-1" 105` 3 3/8% 4" (3) PROCEDURE IN IONS IN MAXIMUM OR LESS / 50 11'-7' 1.2'-5' 11'-7' 12'-5' 50 10'-9" 11'-5" :50 11'-6' 13'-7' 50 11'-7" 12'-5' SPAN FOR COMBINATIONS IN BETWEEN >105'TO MAX. 55 11'-4" 11'-10' 11'-4" 11'-10" 55 10'-6" 10'-11' 55 1V-3" 12'-11' 55 11'-2" IV-10" WALL W/FLOOR/CEIUNG MOUNTINGS: ALLOWED 3 7/8's 4" 60 11'-1' 11'-4' 11'-0" 11'-4" 60 10'-3" f0'-5' 60 11'-0" 12'-4" 60 10'-2" 10'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN 'USE 2 1/2'FOR HD LOC`01: y�© OR y��3 65 10'-10" 10'-10' 10'-7" 10'-10' 65 10'-0" 10'-0" 65 10'-9" 11'-11" 65 9'-5` 10'-1" PRESSURE RATING: USE INDICATED VALUES FOR HV C:_10118 S@ 70 10'-6" 10'-6" 10'-2` 10:-6" 70 9'-8" 9'-8 70 10'-7" 11'-5" 70 8'-9' 9-4' DETERMINE: L,+= MAX.SPAN FOR WAIL MOUNTING 75 10'-1" 10'-11 W-10' 10'-1" 75 W-4" 9'-4' 75 10'-4' 11'-1" 75 - B'-9' INSTALLATIONS. MINIMUM SEPARATION TO GLASS C H D 80 9'-10` 9'-9' 9'-7" W-10' 80 .9'-0" 9'-0' BO 10'-0' 10'-9' L2+- MAX. SPAN FOR FLOOR/CEIUNG SHUTTER W/ONE LOCK & TWO LOCKING RODS OR 85 9'-,. 9'-6' 9'=3" 9'-6' 85 W-9' B'-9' BS 9'-9" 10'-5` MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9'-3` 9'-0" 9'-3' 90 8'-6" 9'-6" 90 9'-5' 10'.-1" FOR A.GIVEN NEGATIVE A.S.D.DESIGNELESS INSTALLATION YJ/ INSTALLATION W/ 95 9'-0' 8'-9' e'-9' 9'-0" 95 B'-3" �B'-3' 95 9'-2` 9'-1D" PRESSURE RATING: �h(!"�I^'AG OPPOSING 100 8'-9' 8'-4' 8'-6' B'-9" 100 s'-1" B"-1` 100 9'-0" 9'-7` DETERMINE: CENTERMATES CENTERMATES Lt-= MAX. SPAN FOR WALL MOUNTING 705 8'-7" 7'-11' 8'-4' 8'-4' 7057'-11' 7'-11' 105, B'-9' 9'-4' _ INSTALLATIONS. 2 3/4` •• 3 3/16` 110 8'-4' 7'-7" 8'-2' T-11" 110 7'-8' T-7' 110 8'-7" 9'-2' L2-= MAX.SPAN FOR FLOOR/CEIUNG 1115 8'-2" 7'-3" 8'-0' 7'-7' 115 7'-6 7'-3' 115 B'-4" 5-11' MOUNTING INSTALLATIONS. 3 1/4'120 8'-0' 6'-11" 7'=10" .7'-4' 120 7'-4' C-11" 120 8'-2' a'-9` FNAL MAXIMUM ALLOWABLE SPAN IS 125 V-10" 6'-8" 7'-8' 7'-0' 125 7'-3' -6'-8' 125 6'-0" 8'-5' _ USE 4 1 " FOR HV"T'LOCK 0 W/EGUAL TO THE MINIMUMBETWEEN "L,+', Yi USE 2 15/16" FOR HV"T` LOCK©0 W/®5 • 8 130 7:-8" 6'-5" 7'-6' 6'-9' 130 7'-1' 6'-5' 130 7'-10' 8'-1` "L2+_, 7,-'AND L2- :� / 135 7'-7` 6'-2' 7'-4" 6'-6" 135 W-11" V-2" 135 7'-9' 7'-9' (4)GO TO ANCHOR SCHEDULE WITH FINAL USE INDICATED VALUES FOR HV CENTERMATES. 140 7'-5" 5'-11' T-3" V-3' 140 6'-1 D' 5-11' 140 T-7" T-6` MAXIMUM ALLOWABLE SPAN.AND NEGATIVE INSTALLATION LEGEND 745 T-3" 5'-9' T-7' 6'-0? 145 '6'-8` 5-9' "145 T-5' T-3" A.S.D.DESIGN PRESSURE RATING TO. DETERMINE MAXIMUM ANCHOR SPACING. 150 7'-2" 5'-7' 7'-0' 5'-10" 150 '6'-7' 5'-7" 15o 7'-4' 7'-0' CONCRETE&MANSORY WOOD 155 7'-0" 5'-5' 6'-10' 5'-8" 155 6'.-6" 5'-5' 155 7'-2` 6'-9' 160 5'-11' 5-2` 6'-9" 5'-6' 160 6'-5" 1'-2' 160 T-1" 6.-7" WALL A, B, C, D, E, M. N. 0, P. Q. R. 165 C-10" 5'-1" 6'-8' S'-4" 165 6'-3' 5'-1' 165 7'-0' A6'- MOUNTING F, K & L. S&V. 170 6'-9' 4'-11' S-7" 5'-2" 770 6'-2' 4'-11" 170. 6'-11' FP:;MAXIMUM SHUTTER SPAN "L+'OR "L-"FOR TALLATIONS INTO WOOD SHALL BE LIMITED TO.105 FLOOR/CEILING 175 6'-7` 4'-9' 6'-5' S'-0" 175 6'-1" 4'-9" 175" 6'-9' G, H, I, 11 & J. T, U, W & X. . DESIGN PRESSURE RATING MOUNTING 180 6'-6" 4'-8' 6'-4" 4'-10' 180 6'-0' 4'-8 160 6'-8' 185 6'-5` 4'-6' 6'-3" 4'-9" 185 5'-11 4'-6' 185 V-7' 5-8' t H.V. CORNER CEMERhwrE#3 MAY BE 190 W-4' 4'-5` 6'-2' 4'-7' 190 5'-10" 4'-5' 190 6'-6' 5'-6' USED AT ALL MOUNTING INSTALLATIONS. LOCKING ` I 1 H BLADE 195 6'-3" 4'-3' W-1" 4'-6` 195 5'-9' 4'-3' 195 6'-5' S-5' SPECIFICATIONS SHALL BE.AS INDICATED ON 200 6'-2" 4'-2! 6'-0 4'-5' 200 5'-9" 4'-2" 200 6'-4' 5'-3' MANDATORY CONDITION #2 NOTE#5. SHEET 5. 205 6'-0" 4'-1" 6'-0' 4'-3" 205 5'-8" a• Yia .ice 205 6•-3• 5'-1' FLORIDA BUILDING CODE .(High Velocity Hurricane Zone) •......•" /` 02017 PL7ECO,INC.(ENGNEERING) @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AAccordion Shutter Sy stemO. 41A® .S. . V. BLADE/1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE .� .� American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. TICCIT TESTING & ENGINEERING COMPANY 5355 N.W.36U.SL.Ste.305,MROMNW GAR0a4S,.FLORIDA 3716 Association, Inc.. , OLD IS-079 p7/26/17 OAIE: 07/28/17 \ 4268 West Roads Drive \. Phone (305)871-1530.Fax:(365)871-1531 2 DRAWING No a-matt•191ceo0ao1com West Palm Beach, FL 33407 3 �i�17ba4 G ?E/,D'A'TE .1ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 --- 'i— � WALTER A.TILLN Jr.P.E. ,LSIGNAFl1RE/DATE FLORIDA U.1 44167 5 SHEET -- - -- e — — -- 12 OF'28 _ .M: z .i/ •: 1/ 111 _ :. ..: . .� 14- . 119 -:111 : • •/ 1 :.1 /:: .'••1 . ..r .11. 11' , �: /.•:il• .7: . / 1 1 •• . a ©'0' m®m' ®'Im ' 00'®m1®'Mm00m0RIM Elio� mmmvoov©®mmonnvommmnonooa•®moovoommm00000lio om mmm0000�0mmDDODOmmm0O000mmmoonoa mmm0O000 ppO�O�O� 0mm0000O mmm0O000R�mm00pQp mmm000Qa®mmonomM OO�OO�m® mmmvoo®0mmm0onvommmoovooatmmoonoo®mmvonvaoonnoom© mmmoanonmmm0000vmmmoonoommmoonoommmonooQnonoo0ao �mmmoon®ommmono ®mm ooQAnmmmomQao®mmo®ma000nn®mo© mmmoomaommmana�iomm�v000®mmmvo©Qemmmonv0000nnno©c• mmmvonoommmnnon®mmmonnvommmvooaommmoo®oonnnonmmn mmmoomvEmmmvoo®QOmmvv000mmm®©ooOmmm®rte®00000mm®®E ' mmmoovaEmmm000aQmmmnnom®�mmv®aoommmv®v000nonmmoo mmmoo©oEmmmnnnvommmonnom mmo©oaommmon®0000nnonme a�m0on000mmmonm©ommmvonoammo®0000mmom®000000mma©O mmmo®aoommmvor�Qammmon000mmmmQaoommmomoaonnnnm©®o mmmo®®oo®mmovvoo mmmoonvommmooQoo®mmmoQQo n0000©oo �mmmn®©oQmmmon®Qa0mmonuoommaQQQ�Ommommaoonoom®®oe ®mmmooaommmonoaommmonmoEmmm©oo E®mmovaaoonE®m0©o mmmo©aaO®mmonoao®mmooneoa�mmooao®mmm®®ooaonomo®Mo .- �mmmm®aoommmo®QQo®mmvoaoammn0000ammm©Qoa000m©avQo �. mmmv0000mmmo®QQommmo®Doom®®Qooaom®m000aooamo©Dao mmmvvoaommmnvoaommmonoaea�m©000Qaa�mnmoaoQnnom®Doe mmm©m000mmmomooQammva000mmaaoaoammmaoaoanom®®MMD " mmm©aoaoOmmvooaommmvoQoam�©oaoaom�o®oe00000m®®Mo mmo®©QQommmo®000mmmooaaEmmeoaaaommmoae0000mo©Moo �mmvovvoommm�oaoom®mvoaao��ovoevo®movooaonoo®o©oo mmmQaQao®mmQQQQammmaoaQQmmaooeQEmmoQaQQanoo®®OQO mmmoQQaammmoavQommm000aomvoQ0000momaoa0000®®©DME mm©0o�000mmmov000mmmovvo®®�00000®� ®ovovo9��o©OOMM mm0000QommooaooQmmoaooaov®000aoavmaoa0000m®®©Dao "In MEMO ' mmooQ000mmaoa000mm000aaomm000aoQ�oaooa000n®o®OEE mmoaoaaommoQQaoommoQaaoo®oQaaoaommoaaQaoo mmaaoaaoamoa0000amaQaaoov©Qaaaoaooa0000000a©000O ' mFaooa000amaaa000mmoaaoaEm0000Maamm0000000m©a©Doo ®®000QQEmmaoaoaommQaoaoomaaooaoQmoaaooaoeo©oaoME O , � • . ® , � ®mooaoaaEmaaaa0000oaoaoao®Qaaaaaa®ooaoaoommm©Moan _ ' moaaoaaE®aaooaoaa000aaaovaoaaoaavooaoaoaoom®0000 mQ000aaomoaaa000ma00000amaoQQoaa0aooaoaonm©ooaoO � �• • � �moaoaoaEa•aaaaoaoaMaooaaEvoaoaaaEvoaoaoaoom®oaoao ma000aooaoaaaooa®aa00000voaaaaaavoaoaaaaoma®eoao • ' • mQQaQQQO mQQQQQQo mQQaaaoa mQQQQQQomQQQQQao oo®QMEEe t� 2017 EASTERN NETAL suppLy, INC..BERTHA HVTM 1 l 1 Accordion 1 OR W10 KV.VANDOW1 1 Association, Ind. r 1, American Shutter tiyslerns 4268 West Rocds Drive `,. Oo ® (800),432-2204 � o�� 13 OF' MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPANASD *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTIIATIONS (SEE MWNONGS E.G.h H ON SHEETS 6 R 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCIME (A) TO EXISTING POURED CONCRETE:(Afin.Fc-3 ksi) r XWUW (g)WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING ICHORS SPACING LEGEND - 1/4'0 TMCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIWEX. (Min.('c - 3 ksi)SPAN i (N) A.S.O.DESIGN NEGATIVE LOAD Pxf A.S.D.DESIGN NEGATIVE LOAD Psf) A.S.D.DESIGN NEGATIVE LOAD(Psf - 1/4'0 x 3/4'Ell.POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,13OLT k SPECIALTY COMPANY. (Min.f'c m 3 ksi) TAPCON WITH ADVANCED - 1/4'0 EWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Alin.fc=2.ksi) 10 40 10 9 8 120 160 205 10 12 10 9 8 120 160 ZOS 10 40 10 9 90 120 160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT X SPECIALTY t4 12 l0 9 s 8 6 S.S 1a 12 f0 9. 8 8 6 6 14 12 10 9 8 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3-0' - - - - - - - - - I-I- - - - - - 14 12 10 9 B B 6 6 ALL POINTS SOUD-SEI (Min, rc a 3 ksi) R 11 12 f0 9 a B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 S. 6 5 BLUE TAP W/CAP NOTES: f4 12 10 9 8 8 6 7. a 12 l0 9 8 8 6 6 14 72 t0 '9 e B b e TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCH0R5 AND TAPPER+ANCHORS IS 14 12 10 1 9 1 8 7 53 3.5 14 12 110 9 8 6 6 6 14 12 10 9 8 8 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0• 14 12 10 9 B 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4 5 A2)MINIMUM EMBEDMENT OF 1/4'0 1i 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO.THE POURED CONCRETE NO EMBEDMENT -- 14 12 10 9 8 8 b 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 9 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 75 5.3 3.5 - 14 12 10 9 8 8 .b 5 14 12 10 9 8 7 5.5 4 5¢U AnoNS OF 16E E� EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. _ _ _ _ _ _ _ BIAOE�ON SMEEf 78 5'-0' - - - - - - 14 12 10 9 8 B 6 4S a3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14" 12 10 9 8 7- 4 - 14 12 10 9 8 8 5 3.5 14 72 10 8 85 5 3.5 3 ANCHORS SHALL BE LONG.ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON 14' 12 f0 9 B 7S 4.5 - 1{ 12 l0 e 8 B 6: {.5 74 12 10 9 8 6 4.5 75 NOTES A1)@ a2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7S 5.5 4 14 12 10 9 B ti 4.5 3:5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2BA - - - - - - - - - - - - - - - 14 '12 10 9 8 6.5 .5 1.5 14 12 10 9 7.5 55 3 - 14 12 10 8.5 7 A. { } 14 L 8 B.5 5.5 4 ] - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 f0 9 8 6 - - 14 12 R 9 8 6.5 5 3.75114 12 1D 8.5 B 5 4 - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 8 65 5.5 3 - - 14 12 10 9 8 6.5 4.5 }5 14 12 10 e 7 -5 3.5 3 - 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 16 9 7.5.5.5 4 3 - 7'-0' - - - - - - 1/4'0 BARE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4.0 TAPPER+ANCHORS,AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT&SPECIALTY 14 12 iD 8.5 7 4 - - 14 12 t0 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5S 4,5 - 14.12' f0 9 7.5 S.S.4 - 14 12 9 7 6 4.5 '3 - - - - - - - - - - - - - - 14 12 10 8 6.5, 5 3.5 - NOTES: 14 tz 85 7 5.5 3 - - 14 12 8 8.5 5.5 4 3 - 25 9.5 6 5 ♦ 3 - - B,1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 95 7.5 6 - 14 12 9.5 8 6.5 5 14 12 8 6 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - 14 12 70 B 6.5 5 14 12 8 &5 5 4 14 72 Bs 7 5.5 B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHAM BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 91_0 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - ll 8 5.5 4.5 3S - _ _ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINESCREWUSED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 65 4.5 - 14 12 85 7 5.5 4 - 14 0.5 7 5.5 6 45 - _ EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 85 5.5 4 - - - - 14 12 9 7 6 45 - - 14 11 7 5.5 4.5 3.5 - - 8.3)IN CSE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, - - - - - 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 70.5 7 5 3.5 - - - 13 93 s5 5 4 3 - - t0 ZS 6 4 3 - - - NOTES 8.1)h B.2)ABOVE,FOR INSTAUATIONS ON VINYL SIDING'OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 14 11 7.5 5.5 - - - - 14 11,5 9 6 .5 4 - - 2,5 9.5 6 5, 4 4. - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 10.5 B S 14 12. 8 6.5 5.5 4 13 10 6.5 5 4 3 11'-0' - - - - - - - - - - 14 105 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL SEANSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 2.5 9.5 5 12 9 6 4.5 4 3 9 7 45 1.5 3 14 10 7 - - - - - 14 10.5 7. 5.5 4.5 - - - 1.5 85 55 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - 14 11.5 7.5 6 5 12 9 6 4.5 4 12'_0• - - - - - - - - - ==== - - - 1] 10 6S 5 4 - - - EDGE DISTANCE VERSUS SPACING'SCHEDULE FOR ANCHORS• 15 BS 4.5 - - - - - 11 8 5S 4 5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE 13.5 9.5 S_ - 13 9.5 6-5 5 4 0.5 B 5 4 - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -- 9 14 10.5 7 5.5 4.5 - 11 8.5 55 4.5 3.5 - _ _ REDUCED SPACING OBTANED USING FACTOR SHALL NOT BE LESS'THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. _ - - _ _ _ _ _ _ 12 9 6 4.5 4 _ _ _ FACTOR 10.5 8 - - - - - - 10 7.5 5 '4 3 - - - 7.5'55 4 3 - - - - ACTUAL APCON W/ADVANCED'THPFADFWW TECH -TAPPER + 12.5&5 - - - - - - 12 9 6 4s 4 - - - ss 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP B 6 - - 13 9.5 6.5 5 - - 10.5 7.5 5 4 - HV B DEOR. DTCTANCE MIN.SPACING MIN.SPACING 11 8.5 5.5 4S - - - - E.D. 3' 4" MIN.SPACING=3 1/2' NEN,SPACING J" J 3/4' 4' 14'-D' 10 7.5 - - - - - - 9 7 as a - - - - 7 1 HV 5 Ss } - - - - BLADE W Pq�IXru�TE I>x+�rE annc FOURED CONCRETE h POURED CONCRETE& POURED ammmaDac 11.5 8 - Ill 1 B 5.5 14.5 - - - - 9 16.5 4S - - - - - V WINDOW Alt ED. 1/Y AIN.E0.=2 1/2' ON ED.- Lw CONS 3lACK MR E0.=J 1/2' iaL FD..2 7/Y 7.5 - - - - - - - 12 9 6 - - - - - 9.5 7 45 -- - - - - 15'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 05 '8 5 - - - - - BLADE WORKING L13 o.e ,o o.7B r.o oso85 6.5 4 - - - - - 65 5 3 _ _ IN UNISON ♦ _ _AOSa5. - 8.5 6 4 - - _ _ 0.71 0.51 11.5 8.5 5.5 - - - - - 9 6.5 4S - _ _ _ _ I4CLD - - - 0.43 - 10 7.5 5 - - - _ 8 8 6 4 8 4S 3 - 035 g,5 7 s - - - - - e 6 4 - -A - - �� FLORIDA BUILDING CODE(High Velocit Hurricane Zone \\\\1011�r ���n..w__ ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, IWC. V` l CF �' BERTHA HVTM o•�4T `T 0 L E C O N�. A. ■S■A■ Accordion Shutter System •Q. V.BLADE I 1 W/OR W/O H.V.WINDOW BLADE k N.V.BLADE 12 p * TILLIT TESTING & ENGINEERING COMPANY A1178rICG0 Shutter Systems RFV.No DESCRIPTION DATE DRAWN BY: I.C. 0 / \\ 6355,,N.W.3618 St.St..305,VIROINA GARDENS,FLORIDA 3316 ABSOCIQtI0T11 Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 �}s/•I�....... ..(`J /Q\\ Phone:(305 4268 West Roads Drive. •• •`V S )fi71-1530.Fox (305)871-1571 2 ���+ ••.... '��'44 ­61:611«o®co6cam West Palm Beach, FL 33407 1 DRAWING No 1p��� r,{\ 1' EB-0006719 a Phone: (800)432-2204 . Fax: (561)209-6380 4 al-. WALTER 06Jr.P.E. 17-102 -- ----- P.E. 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INC� BERTHA HVT- AmS.S.A. Accordion Shutter System ' American Shutter Systems Association, Inc. r r } r . EB--0006719 Phcne; (800)432-2204 . �ax: :. '� WALTER A.TILUT ®®� :. .•: • . .q• •: 114. 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INC. BERTHA 1l' IIIII Accordion Shutter System• 6355Y.W.36tt.SL.Ste.305,vtf,114 3316, Association. Inc. 0®®® MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S,D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) --F FR oeZ,,--F E= SOUTHERN PINE No. 2 W1 MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W1 MIN. G=0.36 PLYWOOD SPAN- CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING-MOUNT T WALL MOUNTINGS' -WALL MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS (ft) K N. O & R W X M, 14, 0 & R K 0 & R W & X M, W.& X. p & Q Cap,NEGATIVETESIGN LOAD(1; S.D.NEGATIVE DESIGN LOAD(psl kso.NEGAIJVE DESIGN IOM(pd A.N DESIGN LOAD(PO A.S.D.NEGATIVE DESIGN LOAD(pf A.S.D.NEGATIVE DESIGN to (P.1 S.D.kNEGATIVE DESIGN LOAD(P . -- _; FO 160 - F - F_)j_ - 60175 90 1105 .30140 160175 90TI"O .30 75 190 1105 30�75 90 105 30 40 160 175 191) 051:30 40 60175 190 1105 30 40 6( 751901105.30 40 0 3'-0*OR LESS 12110 10 9 8 8 6 6 6 6 16 15 12 lo o 9 8 6 6 16 16 5 14 1 12 10 10 9 8 18 1 6 6 6 4,5 4 3 6 5 4 14 4 3 3 4'-0' 12110 10 9 8 8 6 6 6 5 14.514 12 10041,+009H_181 8 6 6 5.5 4.5 3.5 13 112 10 10 9 8 18 1 6 6 4,5 3.5 3 12.5 B 5 4 4 4 5'-0" 12110 10 9 8 8 6 6 5 4 13.513 12 10 10 9 8 8 6 6 4.5 3.5 3 12-5112 0 10 9 8 17 1 6 5.5 3.5--3-2T�_2 , 5 4 4 4 3 1 4 3.5 - 6'-0'! 12 10 10 9 8 6.516' 6 5 4.5 3.5 3 12.5 12 10 10- 9 8 4.5 6 5.5 3.5 3 2.5 2 12 0 10 9 6 3 6 4.5 3 2 2 6 5 4 6 - 12 10 '10 7 3 - 5 4 2.5 2 - 6 5 4 4 - 8'-0" - -0 12 10 10 9 6.5 4 6 5- 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 81 10 �10 4 4.5,3 2 6 5 4 -0. 12 10 10 7.5 4,5 3 6 5 3 Z5 2 2 12 10 10 5.5 -3 - 5.5 4 2.5 2 2 - 12 9'_0- 12 10 10 5 15 - 6 .4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 4 13 2 6 5 3.5 - 10'-O" 12 10 7.5, 4 -- - 5 4 2.5 2 - 12 10 5.5 3, - - 14,5 3 2 - - = 12 10 3 1- 3.512.51- 16 1 5 17'-0"_ 12 -TO-5.5 - - 5 3.5 2 - - - 12 10 4 - - - 1 '4 13 2 - - - 12 10 - - 3 2.5 - 16 5 - - - - 12'-0" - 3.512.51- - - - f2 10 - - 3 2 - 0" 12 10 4.5 - 4.5 3 2 - - - 12 10 3 - 3 2.5 2 4 - - - - 14'=0" 12 TO - 4 3 - - - - 12 10' - - 512,6 1- - - 7 - - 14' 12 10 - 4 3 3 2 - 7-_�2 - 15'.-0" 12 3.5 - 3 16'-0' fL12 3 - -42 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS To WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: -11/4-0 TAPCON WITH ADVANCED THRMFORM 1EC14NOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUJL?EX W/MINIMUM THREADED PENETRATION AS INDIC.ATM AT EACH SECTION ON SHEETS 19& 19.EXCEP1100: HV BLADE OR HV BLADE W/ SEE NOTE 2 BELOW. 2.ANCHORS To HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 19 AND aw.L CONSIST OF HV WINDOW BLADE WORKING IN UNISON LAO SCREWS AS.PER N.D.S.2015 SPECIFICATIONS. 3,SUBSTRATE SKALL CONSIST OF THE FOLLOWING: ♦ EE LIMITATIONS OF USE OF" F -SOUTHERN PINE No.2 W/IT -0.55(H.D.S) BLADE 014 SHEET 28 -DOUGLAS FIR W/G-0.50.(N.D.S.) -SPRUCE PINE FIR NORTH W/G=0,43(R.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(MV.S.) -MIN.1/2'COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE. L ANCHOR'S MANUFACTURER. FLORIDA 9 ILDING CODE(High Veiocity Hurricane Zone) Q2017 7ILTEC4,INC.(ENGINEERING) 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT- Accordion Shutter System 16 0.44FAnSwSAN 0 416 IT LTE C 0 mc, \I, V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 12 American Shutter Systems REY.Ho DESCRIPTOR DATE COMPANY I DRAWN By. LC. TILLIT TESTING & ENGINEERING '11E Association, Inc. �j OLD=15,--079 07/25/t7 DATE- 07/26/17 055 N.W.36�St.Ste.305.VIRGINIA GARDENS.FLORIDA 3316f 4i68 West Roads Drive Phone (305)871-1530.Fax:(305)871-1531 2 DRAWING Na 0.9 West Palm Beach, FL 334Q7 t1t..oft.f.earn 3 ES-OW6719 Phone: (800)432-2204 Fax: (561)209-8380 17-102 ATE WALTER A.TILLIT Jr,P..0 -SHEET FLORCAUc.71-"167 16 OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) J L_J B :E�3 T Fz;Z-' AT E t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFTT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX MAXIMUM DOUGLAS FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. MIN. G=0.50 / EXCEPTION:SEE NOTE 2 BELOW: SPAN (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS -2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S & V S & V S & V LAG SCREWS AS PER NOS 2015 SPECIFlGTIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: AS.D NEGATIVE OE516N LOAD(psf .D.NEGATIVE DESIGN LOAD(D A.S.D.NEGATIVE DESIGN LOAD(psf -"-" "- "''30 " -SOUTHERN PINE No. 2 W/G=0.55(N.D.S) 30 40 60 75 90 05 30 40 60 75. 90 705 30 40, 60 75 90 105 -DOuctas FIR w/c=o.s0(N.D.S.) 3'-0'OR LESS 1.2 12 112 112 12 12 12 112 112 12 12 12 12 1 12 12 12 12 12 -SPRUCE PINE FIR NORTH w/G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH'W/G=0:36 (N.D.S.) 4'-0" 12 '12 12 112 12 12 12 12 12,. 12 12 12 12 1 12 12 112 12 12 -'MIN. T/2'COX PLYWOOD.(1886 APA) 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 1 1'.2 12 12 1 1.5 10 .4_ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER 7'-0" 12 12 12 12 12 12' 12 12 12 12 12 10 12 12 12 10 8 8 B'-0" 12 12 12 1.2 12 12 12 12 12 12 10.5 9 12 12 11 8.51 7 7 12 112 12 12 12 10: 12 12 12 11 9 8 12 12 9.5 7.516;5 6 12 12 12 12 11.59.5 12 12 12 10 8 7 12 12 6.5 7 6 5.5 11"-0" 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1..5 9.5 8 12 12 0.5 & 7 6 12 11 7 6 13'-0" 12 12 12 10. 8.5 7.5 1.2 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0' 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0' 12 12 11 9 7.5 5 12 12 B 6.5 5.5. 3.5 1.5 8.5 6 4.5 4 3 16'-0" - 12 12 10. 8.5 6.5 4 1.512 8 6 4.5 3 11 B. 5.5 4 3 - HY BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Q2017 TILTECO•INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Z7 IL E C O �N,. A,S,SI■AI■ Accordion Shutter System Y.BLADE+1 W/OR W/O H.V.WNDOW BLADE&H.V.BLADE 12 i American Shutter Systems. pEV.No DESCRIPTION DATE DRAWN BY: L.C. 3. TILLIT TESTING & ENGINEERING COMPANY p �l• 6355 N.W.'36U.SL,Ste.305.NRCWIA GARODS.FLOPoW 3316 Association, Inca 1 OLD 15-079 07/76/17 DATE;. 07/26/17 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 ORI�Q'r' 11 a-man:t1te-0-1.eom West Polm Beoch, FL 33407 3 DRAWING No T EB-0006719. - Phone: (800)432-2204 . Fax: (561)209-8380 4 7- �L WALTER A TIUJT Jr.P.E. FLORIDA ue:'R=44167 --- ---s - - -- - SHEET = 6 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & I& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL r, BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & 1/4.0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& d&_ WORKING IN UNISON THREPDFORM TECHNOLOGY 1/4•0 TAPCON WITH ADVANCED W/ 1 1/2'Min.:PENETRATION j ,, ..W; OF THREADED AREA TO THREPDFORM TECHNOLOGY EXISTING WOOD HEADER I \� Vr/ 1 l/2"Min.PENETRATION (SEE SCHEDULE ON SHEEF 16) / OF THREADED AREA TO ' AGN.�PRA7Il71 !I 'I 1 OR EXISTING WOOD HEADER. TO GLASS(SEE I I (SEE.SCHEDULE ON SHEET 16) I S0ir7XA.E ON�, � I I 1 •t r/f'h / \ 12 FOR BLADE LI)A`>D I I 1 I t Y I i, _ ��® I t. r 1•Mn 1/4'0-20x3/4"5.5.MACHINE SCREWS EXISTING I SHEET 28R I I - / OJ W/1/4•-20 NUTS c 12'O.C. GLASS'--4 DSC& I I I I �� 1 oa 15 ) WALL i r L—J FINISH I I WALL ,`.YrFlNISM N I L 111 _ �. .:({---OPTIONAL \ O WALL ''I I \• aR 1 EXISTING MIN. f `1' FlNISH 2}4'WOOD HEADER REQUIRED --OOR EXISTING MIN, I \ 1 2•x4'WOOD `'� i I ,'/,•j }}} i 1' !..^� THREADFORM FORM WITHCHN ADVANCED EXISTING MN.SEPAWTKN 1 f HEADER REQUIRED 1 i `j f y}} !}I .I THREADFORM TECHNOLOGY GLASS—•( ,Tp GLASS(SEE MIN.SEPARATION I I I 2'x4'CONT.SILL 1 5 1 ) ! +,! .1 OF THRF/?DED AREA®PENETRATION 12 FOR 1 ON SHEET Ij TO GLASS PLATE REO'D. // T} 1 12 FOR BV#I AM �I EXISTING (SEE SCHEDULE. III l '}4 ! � MIDWIDTH OF WOOD PLATE: ` l (SEE SCHEDULE ON SHEET 16) II �@lDE501 @®GR I GLASS—II ON SHEET 12) jl 't: OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION e II , MIN.SEPARATION MIN.SEPARATION 1 TO S= GLASS—� MIN.SEPARATION ° TO GLASS � 'I 1 11 (SEE'SCHEDULEEII1 TO GtA55 I I 1 EXISTING —(SEE SCHEDULE I 9 x EXISTING ON SHEET 12) 2'x4"CONT. (SEE SCHEDULE GLASS ON SHEET 12j _I ><, DSS i W000 PLATE ON SHEET 72) 1 WOOD " 1' 1/4.0-20x3/4"S.S. 9 1/4'0-20x3/4'S.S: \ MACHINE SCREWS W/ MACHINE SCREWS I 1 • 1/4•-20 NUTS® / 'I I \ 1 usRLc 1/4-20 NUTS .l - Fl�H i ��.' 12"O.C. ; L3 12.O.C. - I 'I , \ II 1 oR 18 1 art 1.8 1 OR 15 1 OR I 2•x4'CONT. OR 11 PLATE E i , •� REO'D. �} l 1•Min. wl I { } I 1/4.0 TAPCON WITH ADVANCED tt L THREADFORM TECHNOLOGY t4 t - `1/4'0 TAPCON WITH ADVANCED }+ \ { I 1/4.0'TAPCON WITH ADVANCED 1 1 1 4; ` THREADFORM TECHNOLOGY W/1/2'Min.PENETRATION OF '',`!. !'1 THREADFORM TECHNOLOGY : �} 7 111 '`t1{�' '•!11'1, THREADED AREA INTO PLYWOOD. }i}f L , t, ; ,'i - W/1/2"Min PENETRATION Of 1-SEE SHEET 4 FOR TYPICAL. �SILL•PLATE , OF THREADED AAREA 0n. RADON 1 `(+ SEE SCHEDULE ON SHEET }}S THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. d:. ( ) 1 REO'D. ALL MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE ! , j{., 1: {t { :• EXISTING MIN.2'x4'STUDS COMBINED IN ANY WAY T0. ,� I, Il FINISH (SEE SCHEDULE ON SHEET 16) Y ,`-1/2•MIN.COX PLYWOOD REO-D., a 16.O.C. MAX.REO'D.—' SUIT ANY INSTALLATION. 1 PLYWOOD TO BE ATTACHED TO /2'MIN,CDX- WALL FINISH `EXISTING MIN.2•x4'STUDS O 16.O.G.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. 4F�NN BLADE'IA ON SHEET®B ©HV WALL SILL INSTALLATION �'tIyV. WALL SILL INSTALLATION FLORIDA BUILDING CODE(Hi h Velocity Hurricane Zone 4�1 i ✓'L ®2077 TILTECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. �j6E1Y •p BERTHA * ■ HVTM No.441Accordion Shutter Sy stem' EC1N AS S A■ V.BLADE 11 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems REVJ1. DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY • �Q'�� Association, Inc. I OLD 15-079 07/26/17 DATE., 07/26/170355 N.W.35N.SL,Ste.305.VIRGINIA GARDENS,FIDRCU 3316 4268 West Roads Drive 2 • Ph—:(705)671-1530.Fax:(305)871-1531 DRAWING No 6naooad.com West Palm Beach, FL 33407 ff�d� EBA-0006719 Phone: (600)432-2204 . Fax: (561)209-8380 17-102 WALTER .TLLITJr.P.E.nh, I ODATE FLORIDA-L;..1 44167 SHEET - — --18-OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HV* BLADES (AS APPLICABLE) MAX'. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 11 /ONLY SHALL BE LIMITED TO 1.05.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & -WALL FINISH BE DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE n & 1nA WORKING IN UNISON 1/4'0 CED TN WITH EQ ..EO. 2'MIN. is• \ L,i ;,:� ADVANCED THRFADFORM 4'x8" Min. EXISTING, -- DGE IF APPLICABL TECHNOLOGY W/ 1 1/2'Min. (Min.) ;_ PENETRATION OF THREADED WOOD BEAM REQUIRED. I _ Il - AREA TO EXISTING WOOD STRUCTURAL ADEQUACY — HEADER. 1/4"0=20x3/4"S.S: OF EXISTING WOOD BEAM r� ! (SEE SCHEDULE ON SHEET'17) 1'Min PHILLIPS TRUSS HEAD TO BE CERTIFIED BY _ EXISTING WOOD MNE SCREWS REGISTERED ENGINEER O4E. O �--- TRUSSES OR 0 EQ W/ 1/4'.C. NUTS SHUTTAR ER E I PRIOR TO - L� .'_r1/2% -1/T' RAFTER UIRED j ! O 12,O C SHUTTER INSTALLATION. T - O.C.REQUIRED 1/4`0 TAPCON WffH / S 1 OR 1 ADVANCED THREADFORM I EXISTING SOFFIT s TECHNOLOGY W/ 1 1/2"Min / i �_ .250' 'II 3/4 Max. THK. Max. PENE0IATION.OF THREADED / 1, H •i I I I AREA TO EXISTING WOOD BEA - 614x3/4" '-EQ EO 1'x4"x1/8"CONT.ALUM.TUBE •'� '•` OPTIONAL I '(SEE SCHEDULE ON SHEET 16) S.M.S. (60fi3-T6 ALLOY)'W/ O fi'O.C. i 1 1 or ©Or 1 5 EACH/RA6'0 LAG FTER ORTRUSS: TO i I .O Or Q or 15 LOCATE LAG SCREWS AT I EXISTING'MIN 2'x4' I 1 I I I MIDWIDTH OF EXISTING WOOD EXISTING—R HEADER REQ'D I MEMBER,(T"titin.NOMINAL WIDTH) CLASS (I MIN.SEPARATION I OPEN HOLE A7 EACH TO GLASS I I I I STUD TO ACCEPT I � W/2"Min. PENETRATION OF (SEE SCHEDULE ON SHEEP 12) EXISTING � THREADED-AREA,VALID.FOR GL45S� 5/16'0 LAG SCREW oS INSTALLATIONS WITH 72 psf AT CENTER OF TUBE. - mss MAX.A:S.D. DESIGN LOAD AND I TaoI I .� I MN.,gpsweTlON - I f p 9'-0"MAX.SPAN.THIS ct�(SMI 1 INSTALLATION IS ONLY VALID SO HV WALL HEADER INSTALLATION 122 FOR ELXX ��o EXIsrING — Tsoml°i�a+(s�ac I I I FOR WOOD W/MIN. SPECIFIC a�Ca iii 1 OR ♦GLASS—{12 MR BLkE(kI I I I .1O OR �• OFR OR RE EQUAGRAATY OF 0.50 AS DOUGLAS L. PINE No.2, NOTES 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. DHV CEILING INSTALLATION U.HV CEILING INSTALLATION �A I Ima 1! i OR ®� [MIN. SEPARATION I I MIN. SEPARATION I 1 limo 70 GLASS I I TO GLASS i III EXISTING Ilgl�yp�T o -{(SEE SCHEDULE EXISTING ( ESEE SCHEDULE ON SHEET 12) i GAS\I au60e® ON SHEET 12) CLANG 11 I f 1 Y I I I I ALTERNATE- I I 8 I I -I ANCHOR __ -II - __ __ - - - EX�;�G___( - - - ___ G WALL I I I LOCATION 3/e Nw. O I I I I 2"x6"MIN.WOOD ( 1/4' 6 + 7. 610x: HEX DECK:REQUIRED 7 19 Max. O 3/6 MIN' WASHER HEAD TEK .(NO FINISH ALLOWED) 2 6'MIN..WOOD SCREWS®'12"c.c w \•� 13 OR© DECK REQUIRED(N; EDGE OF.DECK FlNISH ALLOWED IF APPLICABLE EO EO 1/4'0-2013/4.'S.S. EDGE OF DECK. °• 1/{"6 TAPCON VlITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE '+ 1/4'0 G.H.TAPCON WITH ADVANCED THREADFORM Min. MACHINE SCREYIS -EDGE I r ADVANCED THREADFORM' I TECHNOLOGY W/1 1/2'lain. W/'1/4'=20 NUTS 2'MIN. 2 MIN. OF� � TECHNOLOGY W/ 1 1/2"Min. " - DECK IF PENETRATION OF THREADED 2'x4 CONT PENETRATION OF THREADED O 12"D.C. APPLICABLE 2'MIN,. AREA MIDWIDTH.OF WOOD SILL PLATE. 'x ARFA O MIDWIDTH OF WOOD 1/4'6 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ~ plA7E,. REQ... i PLATE. W/1 1/2'Min.PENETRATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 17) DECK.(SEE:SCHEDULE ONSHEET 16) • SEE.UMRA7ION5ON 5HEET 28 HV ALK—OVER INSTALLATION OF USE OF I OX W •,' �V HV WALL SILL INSTALLATION ,r��"""""'�. WO HV FLOOR INS TALLATION BLADE® FLORIDA BUILDING CODE High Velocity Hurricane Zone e4l .............. ✓ ®2017 TILTECO,INC.(ENGINEERING) ©2017'EASTERN METAL SUPPLY, INC. '. � ` NBERTHA HVTM No.44167 '. A �.■.S■A V:BLADE Accordion Shutter System ■ ■ * 11'W/OR W/0 HY.WINDOW BLADE&H.V.BLADE• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN an L.C. -.- :A �•p� P • ,�A 6353 N.W.36th SL;S1e..305 NRGVIIA GARDENS•FLO 3316 Association, Inc. 1 OLD 75-079 07/ /17 DAZE: 07/26/17 'lxu'/Jf� 6•,�•Itt Phone (305)871-1530 Fax (305)871-1531 4268 West Roads Drive 2 c•\1V -mall kilt-00lcom West Palm Beach, FL.33407 3 DRAWING No Ss )m ,r EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 '-� WALTER A TILUT Jr.P.E. i P.E_SEALJSfGNAfURE/DATE- - ------FLORIDA-_Uc:_6=44167 ------ — --_- _-- - - - -s-_--- - - -- 19 - - - --' SHEET � - - - - -- - -- 6 19 OF 28 END INSTALLATIONS (Dl HV & (11& HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2•x4"MIN. WOOD SIllDS. i i/4b TAPCON WITH .i 1 / 2'94"MIN. I \ I ANC D THRF OFORM 2`x4•MW.W000 f i r f W000 STUDS, (�APPLICABLE) \ / TECHNOLOGY DW BUILDE% STUDS-REO'D. 2'x4•MIN.WOOD l J (AS APPLICABLE) i ANCHORS 6 6'O.C. } STUDS REO'D. \ / WAµ. ,\ / ( W/I 1/2•MW.THREADED \ J { '~ FNISH1 i PENETRATION INTO STUDS OR r W/MIN.1/2'THREADED 1 flMSH EXISTING GLASS' I H PENETRATION i0 iJ2'COX PLYWOOD IF NO STUDS EXIST. \ ( EXISTING GLASS ` EX15TwG GiA5S £—NG a— t/�uw.coir J \ MIN. iQi$E9h4MI;. SSAt Nx sEPARAIOH 70 G.AS6(5DE 1/2'Ww CD% Mtt SF!'MARtrt P�A " TO G7A4(SEE 1 S]fAILE OH STET PLYWOOD. "w• TO ULASO. TO aNs(BE t/2'MIN.rnz - _ :uEueE w slrtxT 12 FOR SPCA�fi8} 1/16"x3' •J."1Q0£ON •T SRIEOUIE 9fET PLl'vlOD0. 12 FOR OlOE mNA -. ON SHEET 28 FOft. WUL- 12 FOR BVOE QRD 12 FOR BADE IDAM 1/2 {6063-T6)CONT. FINS 1/2'MIN.CO% --� ON SHEET 28 FOR )--- ON Stu 28 FOR CN LU 28 RX2 BVOLTr(D& - ALUM.CLOSER t PLYWOOD.; N 6 WALL ISH BLADES Ql x® ax>Es�e 10 1 2'MIN. PLATE*(LOCATE /2. i , nxISN I i AT ERHFR 510E MIN i 1 C) 10 wmT a ---/ \- x1/2-S.M.S. -_"—-"�'� Ls)l(mss- M�TM� 01 tOiJr sus.T�H) o+b o.c. /Nod/z•S.M.S. �- a m w•.TMLDxS M 016 O.C. - -:_%' �Qj iM +mm ApvNxm . marArcoau¢cn.nnc i 5 4 m a.¢a Axaxea SEE OEfN1 1 OR1 OR SIDE CONN1 OR / SEE DETAIL X..FOR i OR�!?' TO TRACKS I SEE DETAIL%FOR BIDE CONNECTION a<Qrr�S\,71«gO°tp•�' SIDE c QNx TRACu TO TRACKS •O«..©.10.6 « to:�.©.�3,sQ.©a •C '®ate ©07 .©e©.p•�a W1 «�5 �« ©'07 �•®«`�•�«�•® ,�Np CONNECj10N DETAIL END CONNECTION DETAIL FEND 'CONNECTION DETAIL® C END CONNECTION DETAIL® E%6TING 4 REDUIRED ONLY FOR SPANS GREATER THAN 12'-0- EXISTING GL)! 1/4-0 TAPCON WITH i/4•a TAPCON WITH 7 1rADVANCED 1NREADFORM ADVANCED THREADiORM / -._ ..L 1 TECNNOC GY 11W BUILOEX TECHNOLOGY RW BUILOEX } 2'x4'MIN.W00 ANC"a's Wl t tj2"M?FI. ANCHORS W/i 5/2•wN. TIHREADEO PENETRATION THREADED PENETRATION +10x1/2'S.M.S. MN.SEPARATION ♦ SEE LIMITATIONS OF USE OF m SEP STUDS RED 0. • UM SOLOS 0 12.O.C. INTO STUDS 0 12'O.C. 616 8.c. rn( � BLADE 1A ON SHEET 26 EOfDIAE ON SHEET `• \ ' \ �. \\ f ! /Ifl 'MPI' 12 FOR RADE QAPD I iGN MADE(D 2B FOR i =01— --- 1/2 N u CR®OROR -- Lf 10 1 5 i / 2•MIN. M. 1 Y. 0�R 1 1 �'" CS OR * 4 4 6' CR BGOR 11 TIOR • /r ,.:%,•,,.i;.•;• :.^, :qr".: - �j, /� @ORQORV�OR(3 �����/ '�/ / (0-e-04)-00-9-«A✓«.U•9« GWA I FINISH 2-x4" IN. WOOD.•: WAt1-.-• `V«.©•ll�V.10'Yi- l- / A^� ,, x� STUDS REO•D. FIrvISN. IQO•?�'«�•�©•(�.« PLAN DETAIL X END CONNECTION DETAIL 1 ENA_1 ttM1E<G7�ON DETAI! 12 FLORIDA BUILDING, CODE Nigh Velocity Hurricane Zone) int Jtj`~'" 02017 TILTECD,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTm 3. t'• �►a. 4167 `: IL E C O INS. A■ ■;�■A■ ccordion Shutter System H.V.VBLADE 11 W/OR W/O H.V.WINDOW BLADE&N.Y.BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-070 07/26/17 PATE: 07/26/17 7A 6355 N.W.36th.SL.SA¢305.VIRGINIA GWDENS,FLORIDA 5316 �•I••x�W 4,yI Phone: 305871-1530.Fox: 305871-1537 4268 West Roads Drive 2 ( �- ( ) 3 DRAWING No + H44 morr.6Ttec0000l.corn West Palm-BeGCh, FL 33407 If"•••'""••• i1. EB-0006758 Phom,(800)432-2204 . Fax: (561)209-8380 4 i 7-102 --- WALTER A TILLR Jr.P.E. ... P.E'- -,j(CiNATURrjbATE - - FtORI_DA-tic_/44Ts7 5 SHEET _-- 6 _ 20 OF 28 M *I n Nn n n NOTES ON HD LOCKS AND CENTERMATES: 50�®a w�N'TE.34'LorwnoN 1. MANDATORY CONDITION # 1: ONE 3� H.D. LOCK SHALL BE USED FOR 3C1°l�3) ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, .-ND. -NOB x04-xvA 1 OR DE)+{3�AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS AtT INSIOR OUTSIDE LOCK, ATTACHED HEAVY DUTY SYMMETRICAL 3a o CENTERMATES WITH (3) #8 x 3/8" LONG FLAT S.S. M.S. LOCKING ° ? RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. " 0 2. MANDATORY CONDITION # 2: LOCATION OF(B H.D. LOCK SHALL BE AS o Z Z INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". o NYc-xoc a I o �- i o H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" �— �6 .F " ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER k$ THAN 105',® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF J Z SHUTTER. ai ALTERII 34 LOG: Q / 2 " En II n. L �y O NYE-NDE' - E Z I I 3 SEE END r CONNECTION cc °° EE r cc DETAILS 0 SHEEP 24 TTP. FULL ^ W11FD WIDiN HEIGHT. - _'9''oR®�°R©_r TOR - - --- - - - - - -- ioI+it:5)OR(�+ TYPICAL (I HV BLADE SHUTTER ELEVATION N.T.S- FLORIDA BUILDING CODE (High Velocity Hurricane Zone +�a •i ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY..INC. ...... BERTHA HVTu lVD.441 /VL7M�Z- A.S.S.A. Accordion Shutter System .V.BLADE#1 W/OR W/O N.Y.WINDOW BLADE k H.V.BLADE American Shutter Systems REKNo DESCRIPTION DATE DRAWN ABY: LC TICCIT TESTING.& ENGINEERING COMPANY . A� Zr 6]SS N.W.SfiN.SL,.SIa:305.VIRGINIA GARDENS.FLORIDA 331fi Association, Inc. OLD 15 OIs o7/2s/,v DATE: o7/2s/n ?b �0��� Phone:(305)R71-1530.Fax:(305)871-1531 a2se.west Rods Drive 2 DRAWING No ••• ',riTi t l:Wtecoocol.com West Pa Un Beach, FL 33407 EB-Oo0B719phone:(800)432-2204 Fax: (561)209-8380 L2 h ......••• e-ma �Y+ - , 7� O? WALTER A_TILIYr Jr.P.E. A P.E.S�lYi'JwNATDRE•�DATE FLORIDA U.,1 441x7 - --- ------- -- - _s --- -- - - - -SHEET_-- -- - - s 21 OF 28 i POURED CONCRETE ANCHORS CONCRETE I(SEE SCHEDULE ON 1/4"0-20:3/4'SS: REQUtREO SHEET 26} MACHINE SCREWS USING 1/4'-20 NUTS O 6'O.C. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 261 J J/ M. REQUIRED " EDGE OF MW.SEPARATION 2 To cuss l'/J' m ea /E p�/! 1' APPLICABLE O 5 N --•O (SEE SCHEDULE ON j " . 1, SHEET 25) / • - /+` / I'(SEE SCHEDULE y / �/� gp,r✓Ea',`j `"/J/ SHEET 25) 3 EX.-ING L!-IlGLASSEXISTING /t i c T,,. '1 3 i R GLASS- r i i +I 8 - I I /W / OPTION ( i I. iiEDGE OF++ OU ­SLAB IF STING —� i /. / %/ •-/ APPLICABLE �.':%F/.i ,! EDGE OF MIN.SEPARATION MM.SEPARATION // / I / APPLICABLE To CLASS .� ? TO CLASS J,l. /.J iwd� ��•`,` ' // {SEE SCHEDULE ON {SEE SCHEDULE ON EXISTING SHEET 25) + SHEET 25) w x ;t // /:_ CONCRETE POURED E 0.A GLASS1 I POURED FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED .(SEE SCHEDULE ON SHEET 26) ® HO WALL HEADER INSTALLATION HD CEILING INSTALLATION, CC HD TRENCH INSTALLATION HD WALK—OVER INSTALLATION EXISTING 1 .SE2ARugN 1 I I MaL� 5piwpoN ��-- GLASS� m cAAss 2 i___ m cu55 t 1 �--TSEE SHEET5 EWLE ON f t (5EE SaKWtE aN� �2 1 MIN.TO GLAS TION (� SHEET 25) r _j(SEE SCHEDULE ON EXISTING I SHEET 25) + GLASS i DOSTING 1 ri i GLASS OPTIONAL i i ill g 1 G ALTERNATE- l r v- OPTIONAL! "'C i i e r f14s3/4'HEX i ANCHOR r + LOCATION i i t (<74x3/4'HEX WASHER. 'r4 /�' i I I i I f :� + + t+ TEK WASHER 1 1 1 +{ HEAD TEK SCREWS 6 c m . 6.O.C. 'i ,l/J _-_- p I $ + 1 M fi'O.C. 2t- CONCRETE ANCHORS fi- a "• I rc`1 77 T�-- (SEE SCHEDULE ON $144/4' (LEX HEAD L1 + . SHEET 26) TEK SCREWS 0 3"O.C. r / ^J - I OR 1/4'0-201S.S.M.S. + CONCRETE ANCHORS EDGE OF-.-:-+ / l/�t/ /, l(ti�/ W/14UT�3"D.C. (SEE SCHEDULE ON STAB IF � /I+/ i/2' 1 //// EDGE OF APPLICABLE J EO ; EO APPLICABLE J.T/4 0 20X3/4"'S.S, SHEET 26) PNIUIPS TRUSS HEAD ---- 2; MACHINE SCREWS '1 r y J n // ,' / /// POURED POURED CONCRETE (SEE SCHEDULE ON =NE/SE-2RETE 1�:_''/J r-i iJ "1 iJJ!'�J r /JYJJ EDGE OF CONCRETE WALL RECO. SHEET 26) NUTS® 6"O.C. Y� 7 i 7 /JA 1f .l SLAB IF REQUIRED / /�,',JCJb..'l / APPLICABLE ' J @ HD FLOOR INSTALLATION POURED EE HD WALL SILL INSTALLATION �CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ (2) HV BLADE 1-SEE SHEET 21 FOR TYPICAL SHUTTER SCALE 3/8"=1 ASSEMBLY * E p. EDGE DISTANCE 2- MOUNTINC'SECTIONS CAN'SE COMBINED (SEE SPECIFICATIONSON SHEET.26) ytAAFi�iaieia� IN ANY WAY b SUIT ANY INSTALLATION. TATA FLORIDA BUILDING CODE(High Velocity Hurricane'.Zone Y1t1 i- ••"'••'•••., ' 102017 TILTECO,INC.(ETigNEERINC) 02017 EASTERN METAL SUPPLY, INC. �10ENS ''wp BERTHA HV- NO.41416�7Accordion Shutter System 7LIFq® INC. ■ ■ ■ U.BLADE#1 W OR W/O N.V.WINDOW BLADE&H.V.BLADE Arnerican Shutter Systems REXNn DESCRIPTION DATE I DRAWN BY: L.C. w 7'It.l1T TESTING'& ENGINEERING COMPANY '• -�` SA Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 055,law.36U.St.,St,.305,AIRGINM GWDDS.FLMDA.331 4268 West Roods Drive` =�R �.• v tR, Pno*re:(305)E71-1536.Pox:(305)971-T571 2 / ����1TL c-mel:611eco9eo4cdm West Palm 8eaah, FL 33407 DRAWING'No - 0AIA1 f, 15 EB-D006719 Phone: (800)432-2204 . Fox: (581)209-8380 a - - - 17-102 - -- - - '!r WALTER A.'TILUT-dr...P.E. _ __. _ --' -- --_-- -`--- P.E.SEfiL S_1V1 9 URE/DATE FLORIDA Ue.f 44167 1 SHEET - — _ 6 .22 OF 28 i i I ;�E END WALL CONNECTION DETAILS ON SHEET 24 QVT 9P rrr-IYUSING GLASS INSTALLATION V 1� I NI` *.SEE NOTES ON LOCKING RODS 3�& HD 3� LOCKS ON SHEET 21 G HV BLADE E t�i I OR f 7i)OR(D 1+I O OR SEE EN j WALL CONNECTION +®OR@ �® DETAILS ON SHEET 24 7 —————— EAISnNG GLASS 2 j L------ -- -------- --------------------------� 2-x2'x,/6-xo'-z, ' 35* 35 (6063-T6 ALLOY)ALUM. 1/2 ANGLE W/(2) 1/4-e + (OPTIONAL) 4 (OPTIONAL) TAPCON ANCHORS TO MIN. SEPARATION ,#14 x 3/4'S.M.S.0 12- (4) H.V. CONCRETE(TCP/60TTOM OC T°SCHEDULE ttpp�� (4) .H.V. 3 &(4) IEP/2":S.M:S. (SEE SCHEOttIE PINS (TYP-) I1V TO TUBE,AT.FACH ON SHEET 25) PINS TYP- ANGLE.(TYp} 5 4 5 s- s ,/z' ( ) a s a 1 2O 31 OR 32 4 33 31 OR 32 31 OR 2 3b 3 i oR 32 HVA—HDA 35* HV8—HDB (OPTIONAL) HVC—HDC g OR®OR{rjl+0°R E%ISnNGCLASS (OPTIONAL) OUT SYMMETRICAL HD CENTERMATES L! SYMMETRICAL HD CENTERMATES WJ (,2q LOCK (INTERIOR) 1 C? + 3-9+0 I —— ———— ———— /7, W/ i& LOCK (EXTERIOR) 9\ / (N 5 OR t}i)OR t Q t+a 0R Mp,-SEPARAT10k TO GLa55 /(SEE SCHEDULE ON SHEET 25) CONCRETE' 3 ANCHORS 0 I 16 O.C. !i.j VARIES o-6 a ,JY MA%,SLACK LPOURED CONCRETE OR HVE—HDE. HVD—HDD CONCRETE BLOCK WALL r1T��+ri/��Niisyi REQUIRED FLORIDA BUILDING CODE(High Veloci!X Hurricane Zone a11' �. •� / L' 4D2O77 TILTECO,INC-(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. BERTHA HV-- T}; No,44167 . V. Accordion Shutter System; INS1ILA■ ■ ABM 11 W/OR W/O H.V.WINDOW BWE'&N.V.BLADE American Shutter Systems' REV.No DESCRIPTION DATE DRAWN Br: LG a TILLIT TESTING & ENGINEERING COMPANY : ` .p• / as ASSOCiatI6nA Inc. t OLD 15-076 07J26j17 DATE07/26/77 a sass N.W.as n s s..30.5,<7RCNu cuDENs,FLORIDA a3ie 4268 RWest Roads Drive z� •.�, t Phone:(305)677-1530.Fax:(7°5)871-1531 (DRAWING {.{p _ sf-''•-1....•• �� t}t —0t+lteca,}od.cons West Palm Beach,,FL 33407 a s/n WALTER-0000671,9 P.E. Phone:(800)432-2204 .-Fax: (561)209-8380 -4 - - -- ---- 17-102 P.E.SEALfSIGNATURE/DATE FLORIDA U..dA. LLrr 44167 5 SHEET 6 1 23 of 28 / POURED CONCRETE POURED CONCRETE / POURED.CONCRETE OR / .! �-POURED CONCRETE' t OR CONCRETE r`•, OR CONCRETE y--- 1 CONCRETE BLOCK WALL %y OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED % REQUIRED %f BLOCK WALL REQUIRED —�t'�•.. /" / � ` 1.> / f EXISTING GLASS � � EXISTING CLASS % % CONCRETE ANCHOR / / / // —-4 _/ %/ 1 f' '% 2" % EXISTING GLASS MIN & 16'O.C. f .!—EXISTING GLASS Ct/ '.1 r f f EO'.I I E4! MIN. SEPARATION _ MIN. SEPARATION. / �' I MIN. SEPARATION 1/16'x3"MAX. MIN.SEPARATION f �,/'� GLASS / ! % TO GLASS (6063-T6) CONT TO CLASS % (SEESCHEDULE / /�t (SEE OSO GLASS I (SEE SCHEDULE .ALUM:CLOSER (SEE SCHEDULE t ON SHEET 25 i (LOCATE AT ON SHEET 25} ptATE,(LOCATE 1/2' ON SHEET 25) f ` / 3 ) i ON SHEET 25) - OF 5R)SfpE ..__ _ _ - AT EITHER SIDE LAIN. - \ 1 1 J2'MIN. y �-�. .. OF *USE'I"OR 2 MAX. i 1 ` #14x1/2"S.M. _ --- #14XI/2'S.M. 1 ,� j I -------{`Y (AS APPLICABLE)x2'xt Ja"xq'-2' t --- - '3 ® 16'O.C. ® 16'O.C. _-- _ - ALUMINUM CUP ANGLE 'I 4 # (60tH-T6 ALLOY)AT MIOHEtGHT 4 !.✓ (1) #14x1/2'SMS.Tp®A< \ ' SEE DETAIL X F WALL AT 1'O.C,:(LOCATE AT ANCHORS TO SEE DETAIL X FOR CJ I, SIDE CONTIONOKNS EITHER SIDE OF®) 1 1 SIDE CONNECTION V I ��(,�-.�� I SEE DETAIL X FO 4 /� 05 � TO TRACKS, 46 +I3OR`$ CR�i+/�pR �/t RQ OR OR SIDE TO TRACKS 6+QOROOR(7 TSt+i7 N ECTIO �_�ae(15'l OR.{h}t OOR $ (L+�}7 �...7" `CJ�OR 00 END CONNECTION DETAIL�1 END CONNECTION DETTF�AI�IL(pQ END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" �—POURED CONCRETE OR / POURED CONCRETE OR CONCRETE BLOCK WALL I;.---� / CONCRETE BLOCK WALL 14 / t4 — REQUIRED— EXISTING GLASS 1 r' RE4UtRE0 — ---_-__ `✓ ___�--_ _rc _ EXISTING' =�l -- �! GV59 --� �. / ptaxfj2 s.M.s. Cy_ -- - -- / O.C. MI,N.SEPARATION < L 6 IOR($ OR@ TO GLASS� .�MIN.SEPARATION CONCRETE i1/2"MIN. EE SCHEDULE ' - -- ITO GLASS ANCHOR E4 % ON SHEET 25) J - ____ CONCRETE.' % Is (SEE SCHEDULE <\' 12"O.C. /' ----- ___ - ANCHOR � ON,SHEEP 25) EQ } 5 - Q 16' - 1/2"MIN.__'� I r "1L 4-_ 1 2"_MIN. _ _ 1-06 OR®OR@ z'MIN./ ---- % Z.I'N�r EQ 1 PLAN VIEW Y 5 / 4 t DETAIL X /';'.� END INSTALLATION 7,'i`�i 1CRi lS.i OR i C11+0.. �DR�j OR�+T� (� HV BLADE INTO CONCRETE OR �i° +SDR +0 o+51DR +(CS CONCRETE BLOCK WALL. END CONNECTION DETAILC5) , """' TION DETAIL® FLORIDA BUILDING CODE High Velocity Hurricane Zone Q2o17 TILTECO,INC.(ENGINEERINo) ©2b17 EASTERN METAL SUPPLY, INC. rrrr - BERTHA HVTm Na,441117 �I► © Accordion Shutter System i E C INC. A i S■SNA©■ N.BADE J1 W/OR W(0 H.V.WINDOW BLADE h 0.BLADE J11American Shutter Systems REY,No OESCRIPnON DATE DRAWN BY.' LC. TILUT TESTING k ENGINEERING COMPANY N. . •t- 11, 6355 W,,161h St„Ste.30.S,MRGINN GMDOcI.FLORCA 3315 AssoclaI♦IOr1, Inc. 1 OLD 15-072 07126/17 DATE: 07/26/17 '•. ":•' \�v 111 Phone 1(305)877-1530,Fvx t(305)871-1531 4268 West Roods Drive 2 ,11 a atal lltea0000Leom 'West Palm Beach, FL 33407 3 DRAWING No aNAL ti EO OW6714 Phone;.(soo)43z zzoa-..Fox:-(s6�}zD –esBo -17-102 -..-.. - :- - -WALTER A T4.Lfr-Jr:P.E. " —�— �---�- - -- —-- P.E.SEAL/SIGNATURE/DATE FLORIDA L'e.P.44157 5 SHEET 6 24 OF 28 MAXIMUM SHUTTER SPAN * NOTES: ♦ SEPARATION TO GLASS REQUIREMENTS "L+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLATIONS W SYMMETRICAL A.S.D. 'S.D. DESIGN PRESSURE RATING. INSTALLED AT AELEVATIONS OF BUILDING IS 3°. / L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. HID NTHOLTOK OR DESIGN PRESSURE RATING., Wf ONE & NO (2).PROCEDURE TO DETERMINE MAXIMUM SPAN,FOR WALL LOCKI5 35 ♦ MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE.A.S.D. DESIGN PRESSURE RATING, uAnuuu POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM.SPAN 'L+'FROM SCHEDULE AS.O.Otstcg PRESSDRE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RATING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. (P-0 ALL MOUNTING.CONDITIONS C.OR-) 1+ (4) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 0 OR LESS 15'-5' 18'-0' MINIMUM DETERMINED SPAN BETWEEN 'L+'AND.'L-'. 35 14'-10' 18'-0' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 4014'-4' 17'-10` COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG INSTALLATION LEGEND 45 13'-11" 17'-6' MOUNTINGS: SUBSTRATE POURED CONCRETE 50 13'-6' 17'-0" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: MOUNTINcs (SHEET 21) 55 23'-3" 16'-10. DETERMINE . 60 12'-11° 16-2 L7+- MAX. SPAN.FOR WALL MOUNTING INSTALLATIONS. WALL AA & EE 65 12'-8' 15`-6" L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING INSTALLATIONS. 70. 12'-6' 14'-11" FLOOR/CEILING B8; CC, DO, 75 12'-3' 14'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING:. 'MOUNTING FF & GG DETERMINE: 80 12'-0" 14'-0 Ls-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 65 W-10' 13'-7- 1-2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 1 L'-6` 13'-2° INSTALLATIONS. 95 11'-3' 12'-10' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6' 12'-6' MINIMUM BETWEEN "L1+`. 'L2+', 'L1-'AND 9.2-' 105 10'-0" 12'-2" 110 V-6' I i'-1 i' AL W TO ANCNOA`SCHEDULE t A.S.D.ITHFINAL kiAPRES ALLOWABLE SPAN AND MAXIMUM ASDESIGN PRESSURE 115' 9'-1' 11'-B` RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9' 11'-5` 125 - 1 T'=2 130 - 10'-11" _ 140 I45. - 10'-4' 150 - 10'-2" 155 - 10'-0• 160 - 9'-10' 165 170 - 9'-7" 175 185 g-4* BLADE 185 - � 9'-2' 190 195 - 8'-9" t1j11•�yT�f R•''!� p P�,.• "' 4j��=� FLORIDA BUILDING CODE High Velocity Hurricane Zone) \\ ®TO1T 71CTEC0,IND.{fNGiNtT,'RING) C�2017 EASTERN METAL SUPPLY, INC. � �•' + NO.44167 BERTHA HVTM * '* ® C/+ =-.� �i�' Accordion Shutter System �y # E A■ ■ ■ Y.'BLADE#) W%OR W/O H.V.WINDOW BLADE k H.V.BLADE Z 'J3 ; cam O,i;•.,F American Shutter Systems REV.No DESCRIPTION DATE DRAWN en L.C. 75 N TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD/5-079 07/26/I7 DATE-' oT/T6/n 1 6355 N%.;J6to.S1«St.JOS,VIRONU (305)11,1-153nDRIqA J316 • �r 1,. Panne:(305)511-153D.Far: 305 R71-1331 4268 m B Roads 0334 2 ( ) West Palm Beach, FL 3340] DRAN�ING NO. e-moil:4lt000Ocol:com 3 EB-0006719 Phan.: (800)432-2204 . Fax: (561)209-8380 4 17-1 Q2_ ' WALTER A TILUT Jr:P.E.., __ __fLORIOA Uo.®44167 - - - 3 SHEET - - P.E SEAL%SIGNATLIRE/DATE 6 25 OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING I EGB40 MAXIMUM ANCHOR* -SPACING (in j SCHEDULE FOR A GIVEN MAX SHUTTER SPAN MAXIMUM A Q, DESIGN PRESSURE (A)ANCHORS To WALL SHALL BE.As FOLLOWS: r,/16-0 eTAPCON RATING AND A CORRESPONDING MOUNTING TY ) A..1) TO EXISTING POURED CONCRETE: (Min. f'a =�3T92 psi FOR CONCRETE INSTALLATIONS - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM.EMBEDMENT INTO,POURED CONCRETE OF TAPCON IS.1 3/4., A2) TO EXISTING POURED CONCRETE: (Min. 1'c - 2899 psi) POURED CONCRETE - 5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY LT.Wy SUILDEX. .MAXIMUM ALL MOUNTINGS. AA THRU GG (SHEET 22) MINIMUM•EMBEDMENT INTO POURED CONCRETE OF 5/16"TAPCON XL ANCHORS IS 2 1/4'. SPAN A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN'POSITVE AND NEGATIVE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE: FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER.. B'-g" 8" 4 1/2" 3 1/27 - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING.ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS ANCHOR'S MANUFACTURER " 12" a. 6" 4." 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3"t - UP TO 10" 6" 4" 4" >12,-1" 4„ 3 1/2" _ _ _ µINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 7 1/2' 5 1/2" 4" .- _ 3'EDGE DISTANCE FOR'1/4"0TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/16-0 TAPCON.XL _ } NOTE' 'H VAUD ONLY FOR UP TO IV-O"SPAN (2� NV BLADE ONLY 201 FLORIDA FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone) ''�/�` )2017 TILTECO,INC.(ENGINEERING) 002017 EASTERN METAL SUPPLY, INC. j�p �4 l� ,,�= BERTHA HVTM k. 187 = A Accordion Shutter System i )fP �i L i E�r .� 1 N t. ■ ■ ■ ■ .Y.8l?DE#I W/OR W%0 N.V.WINDOW BLADE do H.M.BLADE.¢ % 'fes,�' :TICCIT TESTING.& ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN Hy: LC. J'� 6355 Nx.36N,sL,sk.305.V]Rcwu GNtDENS.FLORIDA 3316 Association, Inc. t OLD 75-079 07/76/17 OATS 07J26/17 V F..C.� '151 ptwne:{305)871-1530,Fa.:(305)871-1531 4268 Wast Raads Drive = N/I�E>Iy6 ,, o-m E8 tilaC6O0oal.com West Palm Beach, FL 33407 3 NO "'�..� ... _ Phone: (800)432-2204 .-Fax: (561)209-8380_ _ - ,- --- -- 17�1102 - -- _-. WALTER A.ULUT Jr.,P.E. - - { P.E. SEAL/SIGNATURE/DATE WALTER uc.g 14167 s SHEET 26 OF 28 ------------ - --------------- 1 �{ ----'--- Uo�o"1.0625„ 12•MIN,CLEARANCE 0625 TO BLADE TOP. .0625" EXTERIOR EDGE 1A SECTION X—X HV WINDOW BLADE SCALE: T" = 1" BLADE'S- .1$75" Y - }KLE GEO 'D ,0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103' POLYCARBONATE 0. 625" RESINS, UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (— FLAT PORTION- -{ (SEE NOTE "F" ON SHEET 28). OF BLADE i / ar 44 1 EXTERIOR I /� / 1.3750"' POLYCARBONATE SOURCES FOR 44 Hv wwoow i+ APPLICABLE RESULT y 02:8750 TYPICAL PROPERTIES STANDARD MAR s40c mhpne REFERENCE kmQB+L/'.M01t'S V.I. U MRO0 3103 »RESxI N PHYS1GAl': ±5 3/4" SPECIFIC GRAVITY ASTM D792 0.043 lb/i.' O043 ib/in ON CENTERS TEI4SIL.E YIELD STRENGTH ASIA 0638 9,400 p.sl 9,540 R&L 2 7/8•MIN. -FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.s.i. 13,400 p.s.i. CLEAR t 2 1/4- SEPARATION CLEAR FLEXURAL MODULUS ASTM D190 340,0011 p.s.L 345,1100 Fmi, BETWEEN BETWEEN. 03.7500 IMPACT:.. BLADE TABS ,06251 03:0000 NOTCHED 1200 AsnA 0256 18 Ff-Ibfin 17 FT-Ib/in OPENINGS 0625" Y ELRF BURNING GHAReCTERICYICo SMOKE DENSITY ASTM 02843 47.2 x 64.5%MAX SECTION Y—YRATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SCALE: 1" = 1" L-3500"i SELF IGNITION ASTM DIR29 1040'F 980'F WEATHERING ASTM G155 ELEVATION STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i: EXTERIOR .ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p,s.i. 8680 p.s.i. SCALE: 1" _ ," 12"MIN,CLEARANCE TO BLADE EOTTOM TYPICAL HV WINDOW BLADE 1 f- AND SCALE: 3/8"=I" PQUY.('ARB 0NATE HV WINDOW DETAIL. FI FLORIDA BUILDING CGDE (High Velocit' Hurricane Zone �VEt}��'•.•. ' y 02017 nLTECO.INC.(ENGHNEERING) OO 2017 EASTERN TIETAL'SUPPLY,INC, No ¢4187 BERTHA HVL+ E 4� A. ■�� Accordion Shutter System .,p .Y..BLADE 11 W1 OR W/O KV.WINDOW BLADE k H.V.BLADE 12 '• ' ;Gt T,LLlT TESTING & ENGINEERINGCOMPANY American Shutter Systems REV.". DESCRII'TION DATE DRAWN BY: LC. -' St 6355 1A.St.,Ste.305,MRQMA C4fAENS•FLORIDA 3316 Association, Inc. I OLD 15-d79 07/46/17 DATE: 07/26/17KW.36 Phone:(305)87 1-1530.Fax:(345)$71-1531 4268 West Roads Drive z IQNALti1? —.1tRet0000Leom West Palm'Beach..FL 33407 3 DRAWING No _ EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 _ 4 - - 1]— - -WALTER-A'TILUT 4,;'P.E. . P.E.SM/SIGNATURE/DATE FLORIDA Uc.d 44167 6 SHEET, 6 27 OF 28 1 GENERAL UMMM NS AND CONDITIONS OF USE FOR SERMe 1.MAX.AS.D.DESIGN PRESSURE RATING:+110,- 110 P.sf, 5 �y^ 2.MAX.SNUFFER SPAN:96•. 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M,O,T.U&WON SHEETS 18& 19. ONLY CENIERMATES 21 (BOTH W/ 4 OR }ARE ALLOWED WITH Zi _ (}��M ED IN A SYM ETR CAL OR OV/ LAYOUT.IN CASE OF OPPO LNG UlY0U7, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS 90E OF Onaw (— d oR S CENTERMA 18-@611— EA ENO , _ 5.(A)HV WINDOW GLADE SHALL ONLY ALLOW A MAXIMUM 5 OPENINGS (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 27. (8)MIN.CLEARANCE FROM TOP OR 8OTTOM EDGE OF NV WINDOW BLADE OF ANY 3"a HOLE FOR t(94 SHAI1 BE 12 MAX.5 WINDOWS � A ALLOWED AT NAr �AS�i� ALLOWED BLADE®� (WINDOFi WINDOW Q�9 BLADE COMING OUT FROM STARTER""AT ENDS MAY BE FIV N (D)HV WINDOW BLADE 154 MUST BE USED ALTERNATE TO A SOLID HV BLADE@ 19 THROUGHOUT SHUTTERS WIDTH, E)C ERMATES SHALL ALWAYS BE�INSTALLED ADJACENT TO A SOLID FNV \ BLADE�1 AT,OTHER SIDE OF THEM. H ' (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TABS FACE SEE ENO T7 THE INTERIOR OF'THE OF NO 13 G PROTECTED,HY WIw06W 44 MUST BE CONNECTION. � 8 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL P W.%BY ASSA, DETAILS ON r` INC. SHEET I1.ttP. gX FULL HEIGHT. �33 6.SEE'ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 66471 BUILDINGS ON'SHEET 16,AS LIMITED BY SPAN AND ASD.DESIGN LOAD.(SEE 2 P Px7: NOTES 81 &2 ABOVE). zil if 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY SPAN AND ASA.DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PUN FOR REQUIREMENTS) 8.MINIMUM SEPARATION TO GLASS-SCHEDU7£ 0 N TYP Top &.BOTTOM L.:J SHUTTEft.SPAN MINIMUM SEPARATION TO C UNLIMITED WIO - - -- ELEVATION MN SIPAVADIN TO CLASS ss Mo` EXISTING GLASS' Sr'E SITfDt4.E ON St6k7 12 FOR l3DOEfl ,,... ,,,,, ATA ON SFEET 78 FTst 9.ADF5(�& 5 TMP T \ TYP. SYMM ICN.C'EMERMAT£5,21'�_ W/ OR 5 ANp W/D (51NOTE 4 ABOVE) PLAN ` AN TYPICAL 0) HY BLADE WORKING IN UN-15M,-WITH HY WINDOW BLADE 1A SHUTTER* IF4 FLORIDA BUILDING CODE High Velocity Hurricane Zone i4 Q2017 TILTECO.INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM ` 44S7 + Accordion Shutter SystemL QN ,, . , Y.8 11 W1 OR W/O RV.WINDOW BLADE&N.V.BLADE J Q TILUT TESTING & ENGINEERING'COMPANY American Shutter Systems MIN. OESCRIPIIOH 'DATE DRAWN BY: L.C. e75s N.W.36u.i1..sle.]as.'ARCwW GARDENS.FLO.RrtM 3316 Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/n Q•' VM �S,y�R++++ Phone:(305)B71-1530.Foa:(JOS)871-i5J1 4268 West Roods Drive 2 -maY:tatecaoaa4cam West Palm Beach, FL 33407 WING NO tl�`) (� .' r' EB-0006719 - Phone: (800)432-2204 . Fox: (561)209-8380 3 + {{yyam� DRA {'t _.y' WALTER A.TILUT Jr..P_F- - i 7`1-02-- - -' -- -- P.E.5EX'/59fATURE/DATE FLORIDA Lia.0 44167 5 SHEET 6 28 OF 28 REQUIRED MINIMUM, VARIES ; INSTALLATIONS W� HV BLADE & HV CENTERMATES -X2.44°-M°=.� 6'x 1 T j2•x 0.435•THICK Min./STM A-65]GRADE 40 a T- 2•}A0=• 43b INTO METAL STUB WALLS * as .083• Min.G-60 GALV.STEEL METAL STUDS AT 16'O.C. O.C. 40 47 OhOQ. . D W ----"--- T/2' 4753 * GENERAL I N A 344 f4"o NOMINAj, ALUMINUM SLEEVE t - 430 o r2 o x FOR BERTHA(1)W BLADE ACCORDION SHUTTER 6063-T5 ALLOY LREOUIRED MINIMUM I Mi n. ,n 1.6.z SYSTEM INSTALLATION TO METAL STUD WALLS r 3/4"x 6)jd•x 0.035•THICK Min,; 430 o s•oc.^. '• SEPARATION TO GLASS SCHEDULE " CONT.GALV.STEEL TRACK CWNNEL, N 3.000• ASTM A-653 GRADE 40 Min.C-60 16 6.O.C. 1, MAX. A.S.D.DESIGN PRESSURE RATING: 775, - 75 ps.f, Mcx- GALVANIZED FASTENED TO SNDS ; EXISTING FINISH J MINIMUM W/-(2)16x1/2-.TEK SCREWS ON I a-" INTERIOR h EXTERIOR FACE--`-_-' __ .A5 APPLICABLE WIND ZONE 2. MAX. SHUTTER SPAN: 84" ASTM E-t99$ SEPARATION 44344 LENGTH + t' EXISTING GLASS--i MIN:SEPARATION t++ 70 GLASS T0.GIASs 3, ALLOWED MOUNTING: MS ON THIS SHEET. {-EE SCHEDULE) 43 Q 43 1/4"f6-2OX3" BOLT � �1 THRU 3' 1" EXISTING FINISH ( -) m, 4'. ONLY NTERMATE 21 WJ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3Q t" c G WITH 21 AR GED N AS METRICAL LAYOUT. 4 REOUI,,-MINIMUM ) APPLICABLE 4" 1 3/4•x 6 1/4'x 0.035"THICK W.1 ' - f --� USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373" CONT,CALV.STEO.TRACK CHANNEL•; 430 4344 z50• �-A50• I I ,, _�_�- INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF m ASTM A-653 GRADE 40 Min.G-60 ; ate__ GALVANRED FASTENED i0 STUDS ; m 6"'0-c. 6•o.c. CENTERMATE. .`n, en W/(2)16x1/2'PER SCREWS'ON t— -- INTEPoOR d:ExTERtOR FACE IT" .N - n 1J4"0-20 THREADS Min, ¢ tu d a �;r3 =•i=r BLADE SLACK DETAIL HVF IS VAUD FOR 43C �4" ELCO CONSTRUCTION f2 38 CENTERMATE 21 APPLICATION WITH BLADEiD PRODUCTS FAB-LOK HD REQUIRED MINIMUM 8 - 3.,. 43b 6k ASTM 0.035'THICK ,j_ _ ' :...� 0 6" O.C. Min.ASTM A-653 GRADE 40 .,. .•, COMPONENTS Min.G-60 CALV.STEEL ..«' MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'D.C. t:f:A=`^: EXISTING FINISH AS APPLICABLE SCALE: 318"= 1• (TYP.TOP k BOTTOM) �--— ———AL— — -7——�A———�— —— —— ——— -1- — ——-� T g4•x 6 1/4•x.0.035•THICK Min. LEXISTING GLASS _ _ — _ OCTT.GALV.STEEL TRACK CHANNEL, �� � - I - - - ASTM A-653 GRADE 40 Min:G-60 I I•,.,r.•X e, i « ♦ .. I I ••t.t+ i..e' i I r /.•e'er •• I ; I GALVAN12ED FASTENED TO STUDS ; ;.::':,.' :.`•I ;s `; I`'•a� j+•'; ; r SYMMETRYCAL `r ; .1i '• I ; w z .s SYMMETRYCAL ,; /{)�s:1/YTER SCREWS oN 4 _I =T« dap dab 43c ei}' 'I I r�-•4 , I I,I MIN. SEPARATION VARIES !+ I `'+«::r,' '1�. ;=•Y="; ;T `~'' ; I':CENTERMATES W/�I �`�4 rs ;^�CENTERMATES W1 `�;>,�a (SEETO GLASS SCHEDULE) Mo.. i INTERIOR @EXTERIOR FACE i;•r.''I 1.h.+ :+; ' EXTERIOR ACCESS SIDE ; I v.N ;7�; I i t(� 1 I -- =� rr, ; I,i LINTERIOR ACCESS 'SIDE' �.••. _.». --------------------=- . -�-=--- ------ - -----_ ---_ —_ --------- --------- ----------------- --- ------------- - -- �_..--'.-__----_---- -1 6•(TYP.) = MN SEIVRAMN To GUN'S IN MN St'S''ZON l0 CNA55 IN W/ INCE I=(Z DUE) (8•MIA. w/OTtT90E IOGf(3E YtEiilE} _ _---------- ------------— =- ---------- 24 _=--_--=---__—