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HomeMy WebLinkAboutProduct Approval AL 1AA As A&A At HURRICANE SHUTTERS, INC. PANELS • ACCORDIONS • BAHAMAS COLONIALS • ROLL UPS Property Information JF Building Information Owner: Thomas Collins Wind Zone: 170 MPH. Address: 9519 Laurelwood Court Exposure Category: B Fort Pierce,FL 34951 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in)--][:Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 84 124 7 27.2 -29.8 2 Int 391 128 7 23.9 -26.6 3 Int 35 128 7 28.5 -31.1 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 I Opening 1. Bertha High Velocity Accordion (back/pool) 2. Bertha High Velocity Accordion {back/pool) 3. Bertha High Velocity Accordion (back/pool) 2 3 7 1~ ° rn o LL � u" I E s w � #'- O U- SCAM NOT TO SCALE Oct 11,2018 PAGE OESCRIPTIGN: Site Plan PAGE: OP 1` 1 Identification Schedule for Opening Protective Device or System (Tire following»rininrunr information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 9519 Laurelwood Court; Fort Pierce, FL 34951 Type of Structure: PERMIT#: Dev. Device Device Approval Opening Opening Shutter Shutter #Storni Anchor Header # Type Manufacturer Width Height Width Height Bars Req. Spacing Reinf.Req 1. Accordion ASSA FBC 84 124 84 124 1211 No 2. Accordion ASSA FBC 391 128 391 128 1211 No 3. Accordion ASSA. FBC 35 128 1 35 '128 12" No Florida Building Code Online Page 1 of 3 Susinesss 1 0 e 6 �;:.. BCIS Home Log In y User Registration Hot Topics 1 Submit Surcharge i Stats&Facts ( Publications i FEC Staff 1 SCIS Site Map Links search Florida ;�i ° Product Approval Z USER:Public User 8 ,rwm Product Aooroval Menu>Product or Aooliration Search>Application Lis[>Application Detail - FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration-Date 12/31/2018 Validated By John Henry Kampmann Jr. RL Validation Checklist-Hardcopy Received Certificate of Independence FL1850 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2�/o2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 SummarV of Products FL# 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 SHUTTER 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 FLIB50 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. 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 HV1 blade w/o window blade for FL1850 R11 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 R11 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 HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load 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 8'-0"for 110 psf.for HV1 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. Baek IVex Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emalls 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 determineif you are a.licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCheck O. _ https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQ WtDgs9%2P/`2ftCOhpJQ... 3/24/2018 /T1 L. I ECO 'NC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com P.C.License No,44167 PRODUCT EVALUATION REPORT FLE'.D.License No.0006719 REPORT NO.: 17-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions 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, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified 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 at 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 its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): D�siaio�ooeO,J> Drawing No. 17-102 (revises drawing # 15-07P917" . 74 f 1-iA H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thru Li '5A and 28A of 28, prepared by Tilteco, Inc.; signed and-Ae'aied b� r`°�A`Ti Jr., P.E.; dated 07126/17. This drawing is an integral I fart of th e r y6tiri gfZep'Ort. a h STATE OF 4 6355 N.W. 36th Street, Suite 305,Miami, Florida 33166-Phone: (305) 871-1530.-Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.07 2 2.2. TEST REPORTS: For HV Blade 1 . Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing tab (ATL) of South Florida, Reports No. 0214.01-03, 0715.01-03, dated.June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL reports #-1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner, P.E.;# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem, P.E. per Protocol TAS 20.1,-202 and 203 and completed with ATL Report # 0317. 02-06, dated on 05/23/06 signed and sealed by William Mehner, P.E. also per Protocols TAS 201, 202 and 20.3. Large missile impact & cyclic loading under protocols TAS 201 & 203, Test reports prepared by'American Testing Lab (ATL) of South Florida, Report No. 0609.01-10, dated June 17, 2010, signed and sealed by Julio E. Gonzales, P.E., . reportNo. 0210.01-11, dated 02/22/2011, 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, 2003 and November 16, 2005, respectively; signed and sealed by .Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No.10FM-798, dated June 22, 201.0, and Report No. 11CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr..P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05, dated April 22 thru June 15, 2005; signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Tensile test as per QC Metallurgical Report No.5FM-578, dated 7/6/2005; 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 1626 of the Florida Building Code. Uniform Statjc��lc� .in�accordance with Protocol TAS 202 per section 1626 Protocols TA;k'oll tit reports prepared by American Testing Lab of South Florida, .08 and No. 0725.01-08 (Addendum); dated 07/19/08 and 08/2g%0es i ,signed and sealed by William R. Mehner, P.E., and Henry Hatten ;E1fi7 p tl �0, � •• • c PRODUCT EVALUATION REPORT NO. 17-0726.07 3 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan, P.E. Tensile test as per QC Metallurgical Report # 8GM-693, dated July 21, 2008, 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 letter issued by Sabic, dated 7/17/08, addressed 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 11, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A 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 Product Evaluation Document (P.E.D.), drawing No. 17- 102. Maximum Shutter span for HV Blade 2 shall be as Boa // in�jcated of Product Evaluation Document (P.E.D.), drawing No. 17-102. u f(Ci#er span for HV Blade 2 shall be as indicated on sheet 25 qP' rv,, Naluation Document (P.E.D.), drawing # 17-102. Maximurrya`A�'h6." •g•.915ja7kbe as indicated on sheet 26 of 28 of Product Evaluatl Dpcu .nM(P. dEiwing a 0. 44167 ZONAL m 4 r ®/��aG� Qj� �•�`�r�`e� PRODUCT EVALUATION REPORT NO.17-072&07 4 17-102. Maximum shutter span, and anchor spacing. shall be as indicated on sheet 28 of drawing No. 17-102. 5. INSTALLATION: . For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 5; 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing.No. 17402. 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. 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. 17-162. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102:. The HV Blade working in unison with HV Blade 1A shall be performed strictly in accordance with Limitations included on sheet 28 of drawing No. 17-102. 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. 17-102. 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# 17-102. "„(ER A. •• y Q 44167 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, of Product Evaluation Document (P.E.D.), Drawing No. 17-102 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame 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 per sheet 28 of 28 of drawing No. 17-102. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 441.67), President of Tilteco, Inc. (Florida EB-0006719). +it P . ;G ENSU• m No. 44167 b n 0WA,L N� GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON UIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) p OF THE FLORIDA BUILDING CODE TABLE OF CONTENTS DESIGN WIND LDADS 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 WTIN A OIREcnONAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 TMU 17,25.26.28&28A. AREA 1: HV BLADES &m IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS _ BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17. 23.26.28&28A GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NZ USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 M.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD IAS 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 BLADE 1080214.01-03,80715.01-03, ®1004.01-05, #1214.01-05.00317.02-06,X0609.01-10 AND 00210.01711 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS, AREA 2: HV BLADE n AND HV WINDOW BLADE 1nA -HV WINDOW BLADE ®80505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-OB AS PER TAS 202 PROTOCOL (ARE APPLICABLE) -HV BUDE 02 $0422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. - TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.KV SLADE01 AND HV eUADE(22 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO 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 MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING SAND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS.DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 CENTERMATE DETAILS HV SHEET B &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 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE ALTERNATING DETAILS HV SHEET 9 HV BLADE01 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTLRMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREYIS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 8 102.75 AND/ 14X1.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIESSTAINLESS STEEL SCREWS WITH 133.0 kill YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE SHEET 13 APPROVED WCOATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MARKING ON THEIR MEAD. ANCHOR SCHEDULE- CONCRETE SHEET 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE FOR 6005-TS ALLOY. SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- WOOD. SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- WOOD SHEET 17 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 WI MINIMUM YIELD STRENGTH. INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEDS FOR ANCHOR SPECIFICATIONS:KV BLADE( 13,14.15,15A,16.17&28A END CONNECTION DETAILS 7-12 &X, WOOD SHEET 20 HV BLADE 2 : 26. NV BLADE 3&® WORKING IN UNISON: 13, 14& 16 AREA 3: HV BLADE a ONLY B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 66'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT®5'458.179 ISSUED TO 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 SHATTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO CENTERMATE DETAILS HD 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 VISIBLE 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 HD CENTERMATES AND ENGAGE OR LOCK ALL KV AND NO LOCKS. ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL AREA 4• HV WINDOW BLADE HA ONLY SHALL BE PLACED FOR EVERY OPENING.LASEU14G TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20NING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(e)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 DEVIATE FROM THE PS-D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTAllATIAREA 5: HV WINDOW BLADE ONLYON INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED..PROVIDED HE/SHE DOES NOT DEVIATE 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.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA DRAWINGS FOR REVIEW. fA/i/i (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TH,I��O IONgI,'�N11YJ R OF RECORD THAT PREPARED R. L1 FLORIDA BUILDING CODE High Velocity Hurricane Zone) S\�P�',�\`.��S�.,• 02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY. INC. 446 BERTHA HVTM /lTiLT Accordion Shutter Sy stem® N .V.BLADE 11 W OR W/0 H.V.WINDOW BLADE&H.V.BLADE .Q T;• •� American Shutter Systems REY.Ne OESCRIPi1W1 DATE OTTANI BY. L.C. / \ 55 N.W.TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-079 07/25/17 �O•' �'� O1�•••�v 1\\ 6755 H.W76N.Sl.,Stv.309,NRGINU MPOENS,FLORIDA]]18 DATE; 07/26/17 •••••...,TT.• r�� 1\ Phone:(305)871-1530.Fox:(305)871-1531 4268 Vest Roods Drive 2 (10 •• 'L1� IIl1 o-moa:Illlecoccol.com West Polm Beach. FL 33407 3 DRAWING NO ZONAL FT EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A.71LUT Jr.P.E. P.E.SFA%�WT'6RE/DATE FLORIDA uc.0 44107 5 SHEET e 1 OF 28 Jb rOR WVIDOW,BlAOE O !al VPRIES ti e . kay ;,, .9 1.191• - oh'a?34 o Q o a 0616 s' c c IAa� •N 1 ,o 'b', _ d 0.454• .090 4.8 7• 4• a4.371 t a 4.857 4.385' a 4 999- 1O HV SOLID BLADE .375"/ 0 , O5 HV 90 f 180 STARTER COVER1 D UNDER US PATENT # 5458179 ®HV BLADE HV UNIVERSAL FLOATER qunuFlEO FOR USE w/ HV WINDOW BLADE* COVERED UNDER US PATENT # 5458179 QUALIFIOED FOR USE W/ HV BLADEQ&Q ®HV DIRECT MOUNT HV BLADE(J)&� 6005-TS ALLOY AND TEMPER 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ©ON SHEET 28 QUALIFIED FOR USE V!/ HV 6063-TG ALLOY AND TEMPER BLADE1Q&q ,373_ PSG" 3 1.500' a 6063-TG ALLOY AND EMPER .124-..L 14 .670• 2.226• 085" v 670• 2.67 N .994• 1. � n 072 p' 842• o 'o o i• 4.897• $ 15• .0 N .077.• l 0.072• q 4.436- 0 , 3.2 6 O HV ADJ. ADAPTER W f LIP 'z� � 1.375' " ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE V!/ HV ®HV WALK-OVER TRACK '920 BLADE 1 & 2 QUALIFIED FOP,USE W/ HV 9O HV TRENCH TRACK .ss• QUALIFIED FOR USE W/ HV O O BLADE 1 & 2 3.7 0• BLADE Q&C2� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV 4 BLADE 1 & 2 ONLY. 10 HV RAINGUARD 6063-T6 ALLOY AND EMPER O O 6063-T6 ALLOY AND TEMPER QUALIFIED v o xo .093 • n 'B LADFEO�USE W / HV VARIES t 1. 15_$ 1.917' 1936VARIES 1.936' 1 &� 083• 1_087' Moe. 4 ov. i ALLOYAND TEMPER 3 .093"2 08:5 .035 m .080• n � .100" - 60 .14 lA a 60• o s v J• .OST c, 140• 460' 670 1.6 6• o .O6" n 670" > c n 3.5 C2�A I 670 I .52•' 630 (11 HV CEILING HEADER 3.520 ,G :ai' °J^ OtU iIFIED FOR USE W/ HV BLADE(110NLY, C2 HV HEADER/SILL 13 HD CEILING HEADERZSILL 3.581' SEE SECTIONS FOR VALIDITY`' QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE lO 14 HD WALL HEADER ILL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIEDFOR USE V!% HV QUALIFIED FOR 115E Y!/ HV BOLADE 1 &2 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER 71 6063-T6 ALLOY AND TELIPER P COMPONENT A 8 T1 T2 U�BLADE X Y t IAN X IAt1 Y MN t rl 2• 2• 0.125' I• r o.ofiz• 17 2' S"MAX. 1/8• 1/8• HV(D i 3• 3" 0.090" 16 SIDE ANGLES 16 z s MAX. 0.192 N(D QUALIFIED FOR USE W/ HV 20 CORNER POSTS SLAOE01 &(gam ALUMINUM ANGLES t9 2.5• T MAx.la.t9o'�o.t9o• HvQi pUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE T& 20. 60L6A3D-T6(ALLOY ANDSEE D TENIFIBIIIIfONAAL�'�*�' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 5414�Q`,% \r C^'n•. ✓9 Y ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 44167 ': S Accordion Shutter System ILIE C® IIwC. ■ ■ ■ .V.BLADE#1 W/OR 1'!/0 H.V.WINDOV!BLADE&H.V.BLADE# American Shutter Systems REV.No DESCRIPTION DATE DRAWN 8Y: LC. .p�,••Q��P (vJ1� TILLIT TESTING & ENGINEERING COMPANY AssoclatloFl, Inc. t OLD 13-079 07/26/17 DATE: 07/28/17 6355 N.W.]61h.9L,file.703,NRGINLI GAADDIS,FLORIDA 3316 1 Q •_(�R�O,.%• 4260 West Roads Drive q 1 Phone (JOS 871-1530.Fax (304)BJI-1531 _ DRAVlING No �_� p '• •"" `y� •1L e-mail;l6leooaaol.eom West Palm Beach, FL 33407 �ulD II'� tvALTER -COOB71Jr,P.E. Phcno: (800)432-2204 . Fax: (561)209-8380 4 17-102 P.E.•SE'iS%$1GkA�{1RE/DATE FLORIDA Ll..g 44167 S SHEET 6 2 OF 28 4 UO 4.576• 1/4•-20 IE CAST 2.293' .745• 0 63- S.SM SE/O 1HREADm Nmousit a ENAMEL WED 1 4•-20 *0• g 6�• (21YP.) THREAOm CASEp NOUSWO ENAILBAKED PAINIEESS TURN 062'325' 318 __o NDER _454, ' P&KEYS LATED) CHROME (CHROMGRASS E PLATED) HV CENTERMATE r� LO G �s'QUALIFIED FOR USE W/ HV BLADE( & 1�{ ONLY 6j ® HV C ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1 ONLY �, e o3QUAUFIED FOR USE W/ HV QUALIFIED OR USE W/ HV 6063-T6 ALLOY AND TEMPER IL31 0 T T BLADE O1 & ®ONLY. BLADE ttD a ®ONLY. Q LIFIED FOR USE W/ HV BLADEUI ONLY O.D. 516' 2.87a' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD IAOIA ' .756' 922• .04.. C TO 2. SCREW 2079'. 1.753' ooD•� N 6V• m 825' ? .6AFTER flIVE71NC 0 0 , ^o, •s . o in „ " BEFORE RIVETING 066-1- d, n 1/4, X 3/4 1/4"0-2 0 RIVNUT* .S. TH SUMBSCREW _L a ii *SMIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.760• I °i m SHEET t1Uf5ERT.PART 9820,AS MANUFACTURED BY AV00. "2- PLAN FROM ELEvanoN HV MALE "T" LOCK CENTERMATE - 4•�6" CHERRY TEVORN,PARSTPENY,NEM!JERSEY 07054 OR EOUAL © .. " " " HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY HV FEMALE T LOCK CENTERMATE HV T LOCK 6063-T6 ALLOY AND TEMPERHV BLADEONLY. QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE ONLY yyONLY QI BLADE 1QONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEAR'' / 3.161 C r3' v 3 14 a THUMEWRN CYLIDER OR 083' ,214•Ion .083 .062• KEY NCYLINDER .214' -�^ •,�� ^ .945' „I H n m r 0.875'Min. c n - 4O RI N 1 .125'Mow. 31 C O LOCKING OD I@ H C OC G O m 0I * oac o QUALIFIED FOR USE W/ HV BLADE 1 1 & 2 QUALIFIED FOR USE W/ HV BLADE(1), 1 & 2 D CE MATE'S INSERT QQ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ®'� 804' m N S VARIES, 12'MIN. _ QUALIFIED FOR USE W/ HV BLADEQ), to &� �_(_'S` 2o ss.oR]/6'0-16 1 1 0 6063-T6 ALLOY HAND TEMPER CYUNDER HUu S. TYUTADERN AILS) Da _ OR KEY 1.7 Min. CYLINDER _�� �`"� ® LOCKING RODS375'0 HO LOQ L.n QUALIFIED FOR USE W/ HV BLADE 1Q&Q © HV 3�8"0-16 ACETAL 7 M� /4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ..!!''�� 6063-76 ALLOY AND TEMPER THUMBSCREWS U $ S QUALIFIED FOR USE W/ HV BLADE�1 lA &O Q yo�INSTALLATION WILL REQUIRE A 7/16'• HOLE QUALIFIED FOR USj,,Tj,iyp4�•B�t�ADE Q&Q QUALIFIED FOR USE W/ HV BLADE 1 & DRILLED AT TRACKS FOR PROPER EMBEDMENT 4t1 01 FLORIDA BUILDING CODE &h Velocity Hurricane Zone 44111Q�`, ••.. �n"Z ©2017 TILTECO,INC.(ENGINEERING) ®2017 EA5IERN METAL SUPPLY,INC. , ��GEN8F'•.- BERTHA 11VTM1 A■SS■A■ Accordion Shutter System ■ * V.BLADE#1 W/OR W/O H.V.WINDOW LADE&H.V.BLADE F TILUi TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESMUPRON DATE DRAWN Br: LC Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 6]35 N.W.3601,SL,St..305,VIRGINIA GARDENS.FLORIDA 3319 :90 FCOR10�•����'�` ) ( 4268 West Roads Drive 2 DRAWING No Phone:(]05-Mail: ]0.Fox: 309)871-1531 - �'•'••.,,,,,,,.• � � West Palm Beach, FL 33407 (1 a-mail: 00060001.eom ] SS/5 (G Il EB-DoLLITJ Phone: (E00)432-2204 . Fax: (561)209-8380 4 17-102 —fE1 WALTER A TIWT Jr.P.E. P.E.sfi(Y/PJGt/Ai;F Afr)ATE FLORIDA U.A 44167 5 SHEET 6 3 OF 28 3/8"o 41 40 38 SHUTTER ASSEMBLY SCHEDULE FOR �ll HV 1 HV 1 AND HV BLADES. 1Q HV BLADE 139 I'0 1g HV BLADE 1A NR& 2Q HV BLADE 2 3 i Q® orC2 i I i�.47 1'0 41 40 - 38 HV LONG RECESSED NYLON BUSHING M I— " r� '315"0 '' I 39 HV SHORT RECESSED NYLON BUSHING EXTERIOR 40 HV NYLON HAT WASHER .46 "a 1 i 41 4' e (`o 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. I I 4 39 ! ® 0.188"0 AISI 302 SERIES S.S. RIVETS orC2! or ®3 : (SEE NOTE FOR /� i REQUIREMENTS) I I Q® Or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD I EXTERIOR ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I Q® or® (SEE SHEET 27) tea` i * EXTERIOR BLADE KNUCnE FOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" HV PIN®OR®AT EXTERIOR (1) HV PIN©SHALL ALWAYS BE USED AT ALL EXTERIOR . BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR C0.324" 3 (SEE NOTE FOR HV®BLADE. O4B" ® REQUIREMENTS) (2) HV PIN®MAY BE USED IN LIEU OF @ AND ONLY AT TMP�r j j � EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVO2 0 I BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC"AND "DD", 1 SHEET 22. f i (3) L PIN USED OR©RE 1/2'O.D. STALL THICK S.S. WASHER WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. N.T.S. N.T.S. y.. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,111 �\ /✓L_ 02017 TiLTECO.INC.(ENGINEERWG) ©2017 EASTERN METAL SUPPLY. INC. ,,�1's`P.•'��ct:rvsF''••:� BERTHA HVTM 11. E CO N A. ®�, Accordion Shutter System * N.BLADE 11 W/OR W/O KV.WINDOW BLADE&H.V.BLADE �t INAmerican Shutter Systems REV.". OESCPFTION DATE DRAWN BY: LC. TILLIT TESTING & ENGINEERING COMPANY °•,���SF :'� Association, Inc. 1 otn 15-079 o7/zs/o DATE: 07/26/17e35e N.W.TES IN me.305.G INE Roman.Hama+331s '�•,L9i1` FCORIOP;' �' Phone:(]03)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 ��1A .-.oil:0lteeo®eW.eom Wast Palm Beach• FL 33407 3 DRAWING No lgjA1' X111 EB-0008719 Phone: (800)432-2204 , Fax: (581)209-8380 4 �]—�02 WALTER A.TILUT Jr.P.E. P.E.SF.)GA16➢dWgeATE RORDA Uc.B 44157 3 SHEET 6 4 OF 28 •�� ��� aha a QAT, 'NOTES ON FIV LOCKS AND CEN7£RMATES• e a o , 5' 9 w x u S t _ .1.MIHDATT)RY CONDITION III ONE tN LOCK @ or @'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 ""��33 OR 12"ABOVE OR EI OW 2 OF SHUTTER SPA14 FOR SPANS UP TO 105",AND FOR INSTALtt,��TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO XI OR REQ 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, 16a D 2 EU E 1 .�LIUMI nA 4N:.- 7W0 HV LOCKS(��OR OR ONE HV LOCK OR f� W/ TWO p_ F LOCKING RODS p AT TOP & BOTTOM SHALL BE DSED FOR ANY SPAN AN IN ALLATIO Af ANY ELEVATION. f HV LOCK @ OR 0 SHALL BE ATTACHED TO OR 12? CENTERMATES W/ SAME SPECIFICATIONS AS PER ppm _ MANDATORY.CONDITION #1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL —24 ZfII 5 SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12, +7 06 g 3. OPTIONAL_CONOTDONj1e IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS qJ .Q§OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES oR(3 SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 8� 4. g noc-nvc ?��' 2 IS LI ,�{y0 H}(. LOCKS) LOCKING RODS ARE NOT REQUIRED AT-HURRICANE POSITION, BUT NAY �^ BE USED IF DESIRED TO ENHANCE SHUTTER PERFO 11 CE. LOCKING RODS OR AN ALTERNATIVE DEVICE dipp3 $ tS S MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). O Ek �F s 5.MANDAT 2M CON(TMM /2.ONE HV LOCK 1& 5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCKor SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, j I N�a'x�p-- ISHAI u- � \ ATTACHED TO fY CORNER CENTERMATE (2) 1/100 20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS rJ a AT TOP&80 OM SHALL BE USED. LO TION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. t j =06 C MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Z111- •VrDA8. NDRY CONDITION III VAUD ONLY FOR W wt FOMR1 I CENTERMATES ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF FIY TOCK 2'or¢_4 FOR ANY SPAN AND IN ST TIONS A7 ANY ELEVATION.AL ERNA7E LOCK 0 MAY BE USED AS ANNSIDE OR OUTSIDE LOCK. ATTACHLIENT OF 1/4'0-204/4"S,S.THUMBSCREW TO 6 OR q CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. SEE END J 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. DETAILS ON D F E H t J K t a P a a V W X SHEET ULL HII Typ' *NOTES O,IV HV "T" LOCKS AND CENTERMATES: Ll OF CORNER 1.SECOND ALTERNATE TO MAN OATOtjY CONOMON AL VALD ONLY Y FOR HV'L',LQCj{(�0 FORCKS 0 ORpME)CEN1ERbta_• TES,., -__Q�A"D tmuaaen X+e AND CENTERMATE { yt1pp(qT ANY ELEVATION.NATE HV-r CK 00 ALTERNAATTE BOCK(ATO MAY IBELIEU USED AS AN INS DE OR OUTSIDE LOCK.ATTACHMENT �� OF LOCK 0 INCLUDES USING REINFORCING LOCK ,AS SHOWN ON SECTION HVD. SHEET 9, WHICH MUST BE @-04 oa 6 + 7 m 8 u T 0-@ CONNECTED TO CENTERMATES.R AND ft W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/8"0 x 3/32' TD+@oA©+�'..YJ09\,:J+§— WINGNUT OR W/ 1/4'0-20x1'S.s.M.s. INTO A 1/4"OX 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' Q) c.r MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS�S�,TOP AND BOTQM IS MANDATORY. ®+o, 1�7aa�•�+8aA *NOTES ON HD LOCKS & CENTERMATES- OR ox 131+ B av 8 7 a+ 1 s ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF 8�+ I Q a9 1 S* (3 a} •(S ae�9 1N LOCK$2[ OR`151 FOR ANY SPAN AND INSTALLATIONS At ANY ELEVATION.ALTERNATE HD LOCK�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK(Sal TO 3f��IS W/3 a8 X 3/8"F.H. SS.M.S., AND INCLUDES TYPICAL Jt) HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT(a,AS SHOWN ON SECTIONS HDB-H AND C-NVc,SHEET 10.LOCK MAY BE INSTALLED AT N.T.S. MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MDSPAN, USE OF LOCKING RODS 0�IS COMPLETELY OPTIONAL. IS•Tit FLORIDA BUILDING CODE(High Velocity Hurricone Zone i4t py CAi ✓�Z ()2017ALTEC4.INC.(ENGINEERtNO) ®2017 EASTERN METAL SUPPLY,INC. ''y sF •., 's BERTHA H1/TM No.44167 A Accordion Shutter System i Lk ZTTLrE C O u"c. ■ ■ .V.BLADE#1 W/OR W/O HV.WMI BLADE&H.V.BLADE America TIL LIT TESTING & ENGINEERING COMPANY n Shutter Systema RN.No DESCRIPTION DATE DRAWN BY: L.C. = 'S, " •(�\\ Assoclaflon, Inc. t OLD 15-879 07/26/17 RATE: 07/26/17 0 \I\\ 8395 N.W.36N.S4,Sia,305,VIRawLA C420W5,flOPoDA 33I6 r 1�,,\ Phana:(305)871-1530.Fat:(305)871-1531 4268 West Roads Drive 2 ��,••' n-mail:t1tetM al..m West Palm Beach, FL 33407 3 DRAWING No S�Q ll- s' Es Phone: (800)432-2204 . Fax: (561)209-8380 4 7—'(Q'L fir-•NA� T WALTER A TILUT Jr.P.E. P.E.SE�'S�lliryAl URE/DATE FLORIDA Uc.A 44167 s SHEET 6 5 OF 28 POUREAI'ILI,'ICK POURED OR C POURED CONCRETE REQUI1/4'e-20%J/4'S.S. CONCRET\ RE [RED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE S3 -%'IS REQUIRED I \��� SEE SCHEDULE ON (SEE SCHEDULES ON / / CONCRETE ANCHORS ,-+\ 1 i '�7` N 1 12D f 1 \\\ / f SHEET 1J SHEETS 13& 15A NUTS O 12'O.C. (SEE SCHEDULE DN SHEET 13) / ) I/ ) 120R14 Min. 1/4'0-20x3/4'S.S. 16n17 OR 18 EQ ED _MACHINE SCREWS EQQ_____ USINC 1/4'-20 NUTS O J2"O.C.E.D.* .250'Max. r- - , 1 3 OR 1 5 1 3 OA 1$E. D" r �911 E.' .250' I I ,250"Alaz.L ED./ i I OPTIONAL 'I li OPTIONAL LAIN.SEPARATION I I I I. I • ,I MIN.SEPARATION TO 61155(SEE ,. i i 5.. TO GLASS !5 SCHEDULE AD i :, I (SEE SCHEDULE ON— T2 N ; 1 12 FOR BEd6 1 AYO �. 1 ORw EXISTING )) SHEET 1z �L,I EXISTING ON SHEET 28,pt;;O�R I I MIN.SEPARATIONAS 'I '•I 1 GLS GLASS—i —(D&l! i TO GLASS (SEE SCHEDULE ON EXISTING i SHEET 12) HV WALL HEADER INSTALLATION c"ss ©HV WALL HEADER INSTALLATION QA 0 HV WALL HEADER INSTALLATION EXISTING EXISTING GLASS—� GW^S—� )AIN. SEPARATION r• I MN.Sr7'AR471QN I 1 OR I 1 EXISTING TO GLASS ; 1 TO GLASS(SFE I I (13* i QHS (SEE SCHEDULE ON I SCHEDULE OJ 2 FOR Qom` �, MIN.SEPARATION I SHEET 12 i ' 10N SHEEP 2B FORS r TO GLASS !rl" I i i Ii iFFFillli' BlAD�50i& (SEE SCHEDULE ON 1 /J I OPTIONAL SHEET 12) I ;E.D.•. I� I�I k I I 1 1 1/4. 11.1.. Max. �✓ OPTIONAL i i ;III, r1/a'Max. } ____ I—M Pill ,I/' E.D. i' I� 1 1. 13 OR 15 E. D. LI I • i i I I I f� - _ l-Ep. ED � I ' / I Min. IOR 1 2 OR 1 4 ---- 1/4'C-20x3/4'S.S. ,' /,/ EO Ep PHILLIPS TRUSS HEAD I j i 1/4'o-20x3/4'S.S.PHILLIPS MACH114E SCREWS USING L„_ /'I = CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS SEE SCHEDULES ON CONCRETE ANCHORS �;" %� 1' 1/4'-20 NUTS O 12"O.C. ( W/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13& 15A) POURED CONCRETE J ' SHEETS 13 H 15A ' OR CONCRETE BLOCK ) OR CONCRETE BLOCK I- /'� A' N.".ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULES ON FO HV WALL SILL INSTALLATION POURED CONCRETE_ SHEETS 14& 15A) OR CONCRETE BLOCK WALL REOUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E.D. m EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) SEE LIMITATIONS OF USE FOR ��/�-\�� L'`' 2-MOUNTING SECTIONS CAN BE COMBINED BLADE lA ON SHEET 28 10 H Y BLADE IN ANY WAY TO SUIT ANY INSTALLATION. X111//1//••/ FT ,p, <n� FLORIDA BUILDING CODE High Velocity Hurricane Zone T i Q� ••VENS• '✓9% 2017 EASTERN lAETAL SUPPLY, INC. ®zon nLTEco.INC.Nc.(ENGINEERING) BERTHA H1/77A 44167 TL E C® �N �■ ■ ■�■ Accordion Shutter System 1 N.BLADE 11 W/OR V1/0 H.V.W24DOW BLADE&H.V.BLADE �� American Shutter Systems REV.No DESCRIPTION DATE ORANTJ BY: L.C. •k1 TILLIT TESTING & ENGINEERING COMPANY i �` Assoclatton, Inc. , OLD 15-079 07/28/17 GATE 07/28/17 ••••. � 6355 JAW.J6a1.SL.St.7a5.WtCPM aM0D,5.FLaA10A JJIe ( �•� W.4268 West Roads Drive 2 Pftane:(306)671-1530.Fax:(305)87,-,BJI �5+•%"""'••••� o-T E 00067 oal.com ( 00) Palm Beach, FL 33407 61)2 ; 17-102 yl NG No EB-0°067,11 phone: 800 432-2204 Fox: 561 209-8380 `'♦y'/ WALTER A.TILLIT Jr.P.E. P.E.S'f jSILafURE/DATE FLORIDA U./44167 5 6 H F 28 POURED CONCRETE ANCHORS i 1 OR CONCRETE (SEE SCHEDULE ON SHEET 14) ' ITo arms(" . REQUIRED EDGE OF 1 I�HADEI I m 1 ' ro !m 1 /i' ir;.';/ I'•`• `/E.,D+/j''/ S1AB IF oN sfErr assCFi��+ I . ISM s Dxxr 6N"' APNJCABIE EXISTING ,I RAttsQd Qy _ I �gZ WIN.sePArunDN 1 CLASS); \_ EXISTING 1 a�q S �(5Ft T5cNm 1 { ALTERNATE i I'IL'� 810x3/4"HEX GLASS SHt3T 17) F ANCHOR 1'' VlASNfR HEAD •{I! I ' r 9 LOGTION '{ TEK SCREWS O 1 OR 13 OR 15 3/a uw. RAH tz'D.C. { i 1 i {' Zf CONCRETE ANCHORS E%ISTtNG� N O 3/a N. I I I GL A$$ I { I 6 � 7 ' (SEE SCHEDULE ON � B !%� r i- { %>� •` I i SHEET 14) r ! it / r / EDGE OF EXISTING �' ,{i; EDGE OF //j /r I /;':' f {'/ ;r EDGE OF f/%. / LAB IF GLASS--i �) 5418 IF /:' i '/',1/2" (1 //>! // EDGE OF /:// '� ` SAAB IF '/ 1 1> '!,' j''APPLICABLE APPUCABLE //L'-.E Q '/-E 0 / {/ .�'/ , SAAB IF APPUCA9LE %!r •�j % r/rr(: 10 4Aa(StE(StE APPUCABLESEF'rm 901911d:IN 12 FOR SLADEE 1 w POURED ' /!`F r ! > ./ .! POURED I OH s>EEr 28 1 OR 7 A CONCRETE CONCRETE - E D.' ' { BIIIS 1Qh Q3) I REQUIRED D.-- .E.D. REQUIRED FIAT HEAD CONCRETE ANCHORS POURED FLAT HEAD CONCRETE ANCHOR$ (SEE SCHEDULE ON SHEET 15) REQUIREDCONCRETE (SEE SCHEDULE ON SHEET 26) HV FLOOR INSTALLATION 1' G HV WALK-OVER INSTALLATION 11 TRENCH INSTALLATION G HV CEILING INSTALLATION VALID ONLY FOR UP TO+70, —75 PSF PRESSURE RATING& FOR SPANS PER _ CONCRETE ANCHORS SCHEDULE #4, SHEET 12 (SEE SCHEDULES ON { U.wvtAraN 1 c SHEETS 15& TSA)' F---m ao®uE a g EXISTING MIN. SEPARATION EXISTIN R�.T 121 G GU15 EXISTING5—'I IN. SEPARATOEXISTINGI GLASS---I TO GLASS I —� _ (SEE SCHEDULE ON —lO i^_ TO GIAS$ GLASS i 1U VIII rrI \ i SHEET 12 I (SEE SCHEDULE 0 ) SHEET 12) rM1 •rh 1/4- F­ @ 15 iE.D.* i' �" { i•'E D:4 J - I 810.3/4•HEX WASHER 814x3/4" HEX HEAD 3/8"!/ / HEAD TEK SCREWS® TEK SCREWS 0,9"O.C. { --_--- 12•D.C. = /-=--- { {I 1/4• OR 1/4'0-20 S.S,M.S. { CONCRETE ANCHORS 814x3/4'S.D,S. Max. W/NUT O 9"O.C. SHEET SEDUCE ON A j- 1/2 /! O 91 0.C. 'F 1/2,,. ' - 9rA- ) 17 OR ! EDGE OF %%% /:/ 814x3/4'F.H.S.D.S. SLAB IF i > �, 0 9"O.C. APPLICABLE CONCRETE ANCHOR$ SEE NOTE 13(b) SEE NOTE 13(b) / - r f POURED CONCRETE (SEE SCHEDULES-ON ON SHEET 1 POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK SHEETS 15& t5A) OR CONCRETE BLOCK OPTIONAL >POURED j REQUIRED HV WALL FLOOR INSTALLATION REQUIRED O HV WALL WALK—OVER INSTALLATION CONCRETE REQUIRED GHV RAINGUARD INSTALLATION t nom: INSTALLATION DETAILS W/NO FOR COMBINATION OF SECTIONS: THIS INSTALLATION SHALL BE H Y`' BLADE T •E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER E. SPECIFICATIONS ON SHEET 14) +'ADJACENT TO AN OPERABLE EXIT •SEE UM ATIONS OF USE FOR MOUNTING SECTIONS CAN BE COMBINED Tj77/ASSEMBLY ///// / � IDR ENTRANCEB1ADE 1�A ON SMEEi 28 IN ANY WAY TO SUR ANY INSTALLATION. �� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 TILTECO,ING.(ENGINEERING) 0 17 EASTERN METAL SUPPLY, INC. 4�CENSF.:�9_ ® ) 20BERTHA HVTM No.44167 A S A Accordion Shutter System I L i E C O 1 N C. ■ ■ ■ ■ .V.BLADE#I W OR W/0 H.V.0DOW BLADE.&H.V.BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY; L.C. TILLIT TESTING & ENGINEERING COMPANY y 305•VIRGINIA GARDENS.FLORmA 3316 Association, Inc, 1 OLD 15-079 o1/2a/17 DATE' 07/29/17 6e� �� 11 Phone;(305)871-15311,Fo.;(305)871-1531 4268 Vest Roads Drive 2 DRAWING No"""""�"��� a 0:tilt"Ooa.Com Weal Palm Beach, FL'33407 3 ONAIL ED-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER.A TILUT Jr.P.E. P.E.SFALJSIGVA/fCRAE/DATE FLORIDA U..8 44167 S SHEET 6 7 OF 28 BEE END WALL CON ECTION D AILS ON SHEETS 11 20 0 IN INSTALLATIONS W/ I HV SEE NOTES AT LOCKING RODS 3©, ET LOCKS o 0 OUT g0 EXISTING CLASS AND ALTERNATE TAI LOCK®ON•SHEET S. **BLADE SLACK DETAIL NVF IS VALID FOR ALL (J BLADE W HV CENTERMATES CENTERMATES APPLICATION TWIN BLADE(Z) SEE END WALL .ghINEgjioN 10•05 1©•O0e ) 1©« EXISTING GLASS DETAILS ON SHEETS —— ---------------------L----------------------7' 7- (6063-T6 ALLOY)ALUM. OPPOSING ANGLE W/(2) 1/4.0 TAP000 ,/z• SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES (TOP/BOTTOM) CENTERMATES MIN. SEPARATION 10x3 4 S.N.S.O 12' (4)/10x1/2•S.M.S.TO TUB; B O/.C•FULL LE 12" / Wz HV LO t 5 W� HV LOCK _ 0 1LS' TO GLASS AT EACH ANGLE TYP I * (SEE SCHEDULE ON * 35* I N 3 3 SHEET 12) I 0' S* 1 1 10•1504© ®a0 ®« HVA 1 2 HVB HVC POURED CONCRETE OR © O Q«© O (-al,,, •/`I O EXISTING GLASS VC CONCRETE BLOCK WALL 10•05 0.4©+03 ow 1©,I©« r REou ED Exts NG Goss 8 8« 9+ 3 eR 19+ 5 -@' 9 EXISTING SYMMETRICAL *—— IN —©�Q-Q«�S 'Q•1e —MIN E ON — f © Q —I�GLASS CENTERMATES* 6 ©.Q«1©.08«®.®j« LIINTO GUSSION rc MIN, IN in W/ HV LOCK F161 `PTIONAI-) ®�®«19'©«�.�«O EE SCHESHEET 1 ) ON * —� INTERIOR SHEET 12 SEPARATION (�}�,I TO GLr55 ® a, (SEE SCHEDULE OPTIONAL _ ON SHEET 12) (INTERIOR) —7— ON r OUT 1 -CONCRETE SA-11s • 1 yARI S '� �'ANCHORS O --------- ---_;�w $ 1 16.O.C. 5 0- 2 * 3 VARIES f ,a 3� F � •' ® § * 90• ! \t * w 0 O U T 6 1/2°MAX.SLACK , OUT 3 5 (EXTERIOR) HVE HVF** H V D FLORIDA BUILDING CODE(High Velocity Hurricane Zone �10EIySF., v�_ ©2017 TD TECO,INC.(ENGINEER NG) ®2017 EASTERN I.IETAL SUPPLY, INC. 0,44167 �rmTkco�,--- H.V.BWECCOadyonIt W/ YShu ter BIJ1EESysB(ADEn per— g a American Shutter Systems REV.Re DESCflIPT,ON DATE PRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY •,�i�• •:`'•`�(/�\\\ 8355 N.W.387 St.,Sl,.305.VIRCL�M CAROD,5.FLORGA 1316 Association, Inc. I OLD 15-079 07/28/17 OATS D7/26/17 '••.....••• Vv 11It Phone:(305)871-1530.Fex:(305)871-1531 4268 West Roads Driw 2 /O ``�\ 11 a-marl:lRtecaO°al.cam West Palm Beach. FL 33407 y DRAWING No �I�I~E.'Y X11( ES-0006710 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 „�„ WALTER A.TILLIT J,P.E. 4 P.E.SEAL/90NATURE/DATE FLORIDA Lic.g 44107 5 SHEET 6 8 OF 28 ALTERNATE INSTALLATION W HV "T" LOCK 30 HV SEF END CONNECTION DETAILS ON SHEETS 11 & 20 MALE,LFEMALE "T" LOCKS CENTERMATES 829 & LOCKERS2�7c) W/ n HV BLADE ^ EXISTING CLASS OUT 90' �N I// * BLADE QSLACK DETAIL HVF, INDICATED ON SHEET 8, © ® O O O O AS AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD-HVA ( 06 06 6 • 7 oA 8 �1 D+13 O1i INOIGCATE TED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 2•Y2'at/8'.0'-2 I ©•Qm 19•11 oe 1®•7 5 a+O (6083-T6 ALLOY)ALUM- ANGLE W/(2)1/4�a TAPCON 1/2• ANCHORS TO CONCRETE _________ (TOP/80ITO1J)& I L__________________________________--.—_— (4)B10x1/Y SM,S,TO TU9E i i.. S.M.S,IS 12FULL LENGHT. * * MIN.SEP TION AT TACH wcLE (IYP) 30 HV "T" 30 HV "T" To G 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCH DOLE ON SHE 12) 1 __ _ —_—_ __—_____—__At 00, N5 1 28 f---� 29 1 28 - -h 29 1/ 1• 1/2 z• O 35 35 OUT r7p 2 1/4" W-20 x 1 1/2" S.S.M.S. NYLON SCREW HEAD 7/8"0 x 3/32" WINGNUT.30 HV "T' LOCK (OUTSIDE)� 1/4" 0-20 x 1" S.S.M. SEE NOTE 6 FOR ET LOCK. , , 30 HV "T" LOCK (OUTSIDE) ^r•LOCK, ON SHEET s. W/i/4'0 x 5/8' RIVNUT fi. SERIES 9444 ALUMINUtIA HVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT, PART 9 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EDUAL IIIIII� A"�'' FLORIDA BUILDING CODE Hiqh Velocity Hurricane Zone 4A,AI ;:•��cE�s�:,,��w ®2017 TILTECA,INC.(ENGINEERING) 02017 EASURN METAL 6ERTHA PH VTI•+ N0•44167S ■ Accordion Shutter System ' E C 0 1 N C• ■ ■ ■ ,V.BLADE 11 W OR W/O TLV.UNDOW BLADE do H.Y.BIDE TILUT TESTING & ENGINEERING COMPANY American ShUfler Systems REV.No DESCRIPTION DATE DRAWN SY: LC. 36"SL,Ste.3a5, yD1�1n�J�. 1144 6355 NW. `AR091IA GWDENS,FLORIDA 3318 Association, Inc. I OLD 15-070 07/26/17 DAIS: 07/20/17 ••�A••+1""•••�tr4 Phone:(305 71-1530.Fee 1 305 871-1531 4268 West Roads Drive 2 h )e ( ) DRAWING No a-moll:6lteco0aol.eom West Palm Beach, FL 33407 3 ic— /t EB-0005719 Phone: (800)432-2204 . Fax: (561)209-8380 4 �7— �2 WALTER A TIU.17 Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.@ 44167 6 9 OF 28 SFE END WALL CONNECTION DETAILS ON SHEETS 11 A 20 •-�' EXISTING CLASS ouT IN INSTALLATION n HV BLADE W/ HD CENTERMATES �5) , 31&2 , 3 I15 ©«O3 oR 1©•©00 SEE END WALL CONNECTION @•@-@-0 � DETAILS ON SHEETS 11 & 2q «O oq Q.®aq®• _— E%ISTING GLA55 1 i Q.®an O.l3 a+ts•QaaO 2-x2•,,/8•x0'-2• 1/2, 35* * 35 (E063-T6 ALLOY)ALUM. ANGLE W/(2) 1/4.0 I (OPTIONAL) 4 (OPTIONAL) TAPCON ANCHORS TO f10 z 3/4'S.MS.O 12- MIN. SEPARATION (4) H.V. CONCRETE(TOP/BOTTOM) To GLASS F,� 33 &(a)(14x1/2'S.N.S. I j O.O. (SEE SCHEDULE PINS (TYP.) I N (4) H.V. TO TUBE AT EACH ON SHEET 12 PINS TYP. ANGLE.(TYP) 5 4 111 6 t/2• ( ) 4 5<8 1 I 1 I 5 (l—� sD• 1 1 1/21, Z, 1/2, O 20 31 OR 32 * 33 31 OR 32 31 OR 32 35 31 OR M HDA—HVA 4 35* (oPnoNu) HDC—HVC (OPTIONAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W ia4* LOCK (INTERIOR) W/ (34 LOCK (EXTERIORS t 4� e • «®�io •�� 10• 15�©• 13�1©.©m ©•Q7 •©�+©•Q7 • 18� * SEE NOTES ON LOCKING RODS®& HD®LOCKS ON SHEET 5 0 '®°"Q•OaA t 9'�o"O ** UNIVERSAL FLOATING BLADEQDETAIL HDD-HVO IS _—_-- ----_—_---- _ ----------_ _-- O VALID FOR ALL CENTERMATES APPLICATIONS YIHH BLADE1O 3 1 1 /\--O ,-J HDD—HVD** V-TA IL 71, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY. INC. ,acs Y= BERTHA AHVTM No.�4 i e Accordion Shutter System 711 t �s� 'da E c® IMC:. .S.S■A■ V.BLADE�1 YJ/OR N/0 HV.YfNDOVf BLADE k H.V.BLADE 11 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:. L.C. 3 •� ,'a., TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 tt7 , eJ55 h.r.J6N.61. se'.Jas,vwmn+wmors,1-FLO153 Jne 4268 West Roods Drive 2 ./ �•'�4" 1,5 Phona (305)871-15J0.Fax:(305)871-ISS1 DRAWING NO 1,F o-maa:GltscoDaal.com WesF Palm Beach, FL 33407 S ER-0005710 Phone: (800)432-2204 . Fox: (561)209-8380 A 17-102 WALTER A.T1LLR Jr.P.E. 5 SHEET P.E.'SEAL/SfGtSI AE/DATE FLORIDA Lk.8 44167 e 10 OF 28 \ i POURED CONCRETE OR POURED CONCRETE POURED CONCRETE ,,��OURED CONCRETE 1 �; �`\ CRE %\ CONCRETE BLOCK WALL OR CONCRETE CON BLOCK OR CONWALL CRETE REOUIREQUIREDR BLOCK WALLALLLE REOUIREO1% REQUIRED BLOCK WALL REQUIRED ;%\j i EXISTING GLASS ' / j' EXISTING CLASS CONCRETE ANCHOR' �:' /—EXISTING GU55 % / �. % L] 2'MIN.. EXISTING CLASS ® 16'O.C. ,l_ __ .,j' j MN.SEPARATION / i� -S ,� / Z / lF- EO 2"MIN.. TO CUSS(� r �_— ,�' 1L--�1' 1 l MN.SEPARATION i SCHEDU E ON SHEET MN.SEPFRHTION 1 (� j M:ti SEPARAMON TO GLASS SEE ;' 12 FOR EVADE AND t TO GLASS(SEE I ' TO GSASS ••,EE EDSCHIFDILE ON(S7HEET 1/16"x3'tJA%. ON SHED 28 OR r, / SCHEDULE ON SHED , lSCHEDULE ON(SHEET 12 FOTL E4.ADE mAND MAGES O ® i / 12 FYYJ BLADE mAA,o % .' 12 FOR MADE�1Np SMFET 28 FOR (6063-T6)CONT. - ON SHEET 28 FOR 2 , ON SHEET 2b FOR (( �J>DES�& ALUM.CLOSER . / E9ADF5®& 1/r HADES & ETTHEORES DE i I © PLATE. (LOCATE 1MIN ` I I ' AT EITHER SIDE MIN 21A 4 i/2'MIN. OF(D) I +USE i"OR 2"MA%. ESP 810x1/2'S.M.S. I I _—_—_ (AS APPUCABL�x2'x1/8'x0'-2' 810x1/2'S.M.S. ___—_ ® 16'O.C. ' _—_—_ ALUMINUM CUP ANGLE J9 16'O.C. l 4 (6063-T6 ALLOY)AT MIDHEIGHT i (1) #10x1/2'S.M.S.TO 4p& 4 I (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1"O.C. (LOCATE AT 5 SEE DETAIL X FOi aR SIDE CONNECnON l'�'n'l� EITHER SIDE OF(9)) ) OR ) aR SEE DETAIL X FOR t OR TO TRACKS SEE DETAIL X FO 0-1).0-(Dee SIDE CONNECTION �« ' 10'Q31m SIDE CONNECTION �«©'O7°1�w10•®" w «6• 7 w g m 10•®« TO TRACKS w w 6 7«8 10•�3« I 1 p `�la©. TO TRACKS 10• 5« 1 q�, 10.(�m©'�3 a°®•�m 1 .�^51mwJ�6,.7 «� �•�«©•V« @51- ®'�mla'•�mOB'®« 9�•�1«�'�mO'@« •�J«�•®«V• «� ®,�Jm 1�. @-(9) END CONNECTION DETAIL END CONNECTION DETAIL 1T END CONNECTION.DETAIL 2� END CONNECTION DETAIL / POURED CONCRETE OR / ! CONCRETE BLOCK WALL EXISTING 4 i.REQUIRED ONLY FOR SPANS GREATER THAN 12' 0 J' CEXISTING CLASS REQUIRED ____ CLASS -, --_----_-___ ; ♦/ ii f ————— MN.S�AR4IICN #10x1/2"S,M,. MN.SEPARATION _____-___- i % TO MSS(SEE !' a 16'O;C. � TO GRASS(SEE D '�— � , A�--��= SCHEDULE ON SHEET i SCHEDULE 0.Y sHHTEr < f.. 1J� .-' () OR®OR 0!Ofl 12 FOR BLADE SAND CONCRETE \ 1/2"MIN. 12 FOR BLADE mAND j---'-'- ---' !, % ON SHEET 26 FOR ANCHOR® �\ ON SHED 2B FOR _ - OR 1 3 OR)�',OR 1 'CONCRETE. i BLADES D& Y O.C. ,'/-� I - -- —\ BLADES ANCHOR \ i ��/EO 5 I I ----- - /®0 C. r--__ 1 2"MIN. EIL 4 1 MIN./ ♦ SEE UTONS OF USE FOR 6 OR®OROOR 2'MIN. ;' 2'LAIN.! BLADE 1A ON SHEET 28 C OROOR i�ORCl* VIEW Y % i 5 /� 1 OR 1�' i PLAN i OR wpm©.07 m B(g)- •(31m DETAIL POURED CONCRETE OR ©m�1m©• 7Ow8Qm10•�3J« I 10•�«©• w�7.�ym END INSTALLATION CONCRETE BLOCK WALL tD s ©'O•+C>J«©•O•(L�" REQUIRED s.Lr61w13.®wp.�7m t HV BLADE OR 64 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q QB.d«®•�3«1�,•�s'mpp 7j#jE1RD,,60 ECTION DETAILFLORIDA BUILDING CODE(High Velocity Hurricone Zone 11+,aP�.•,,.....,,•/�✓Zw 02017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, wc. BERTHA HVTm ia.X41 _ A S S A Accordion Shutter System * ■ ■ ■ ■. V.DUDE 1 W OR W/0 H.V.PON BLADE&H.V.BLADE ' American Shutter Systems REV,No DESCRIPTION PATE 10RAWNBY. L.C. A TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 14 0355 11.17.36th.St.,Ste.305,MRGww GARDTNS.FLORNA 3316 4288 Wast Roads Drive 2 tQ ;•�'(4,4 Phone:(305)871-15]0.Fax:(]03)871-1531 '>, ,� o-moa:Uatacaoa0l.com Want Palm Beach, FL 33407 3 DRAWING No tsS+/n Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A TILUT Jr.P.E. SHEET 111514f5)G(JAiFe;DATE FLORIDA Uc,#44167 5 6 11 OF 28 SCHEDULE #1 SCHEDULE #2 SCHEDULE a SCHEDULE #4 *NOTES; ♦ SEPARATION TO GS REQUIREMENTS " MAXIMUM SHUTTER * MAXIMUM SHUTTER * MAXIMUM SHUTTER SPAN*"L+" (1) L+: MAXIMUM ALLOWABLE SPAN FOR MAXIMUM SHUTTER SPAN L+ OR L (fl.) SPAN "L+" OR 1-" PAN "L+" OR "L R 1-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.O. DESIGN (1) SEE BELOW!FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ 'ft.) INSTALLATIONS W PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ft. FOR INSTA LATIO & W ONE HV LOCKS THE FIRST 30'-0"ELEVATION OF BUILDING ® &® of Of W/ ONE ( ) L-: MAX,ALLOVlABLE SPAN FOR A GIVEN HV L CK Of(� Or 26 or HD W/ O / NEGATIVE A.S.D.DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUTTER. ® 21 & 22 W/ OR�W/ NO LOCKING LOCK 4 W/ NC0OCKIIJG RODS 35�R M 2 22 0 E V 24 25 R 26 LOCKS ODS (2) PROCEDURE TO DETERMINE MAXIMUM CENTERMATES 2D 29 W/ ONE HV �HV OR TWO LOCKIN� SPAN FOR WALL MOUNTINGS OR (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS Q LOCK 30 W/ TWO LOCKING LICK 24 0 25 OR 26 W/ N 0 5 TOPING 1Y/ N FLOOR/CEILING: INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, nF _ MEASURED AT BOTTOM OF SHUTTER IS 3". Rnns 39 Tj & 1 CONCRETE&W OD CONCRETE GIVEN A POSITIVE A.S.D. DESIGN 0XI.I.0 CONCRETE&WOOD INSTALLAFIONS O NJAwuuu N t T nOHS O -00*12.4 R 2j5JE�I; EE uAxDluu INSTALLATIONS PRESSURE RATING, DETERMINE MAXIMUM wsD.DIMCII ASD.aCLGN //��{�EESS11FRN AS.0 DESIDN SPAN 'L+"FROM SCHEDULE. PPFSSINRE PRESSURE WALL MOUVfINGS `+ aS03E PPLSAIRE FLOOR/CEILING "GUIDING C MMG FLOOR/CEIUNG RARNc m pAnvc RAnvc DR GIVEN A NEGATIVE A.S.D. DESG PRESSURE MINIMUM SEPARATION TO GLA_5 SGHEDL�E: (+.1.)OR WALL MOUNTING MOUNTING ((P J.)) FLOOR/CEwNC uWNRNGS f(P •)) FLOOR/CEIUNG MOUNTING ((po0.)) �ppR ALL uouN1ING RATING. DETERMINE MAXIMUM SPAN -L-• SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (6) L-(R) L+ (I) ' L-(N) L+ (N) L-(0) L+ (N) L-(11) L+ (N) l-(t) 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 L INSTALLATION W/ 35 12'-8" 1C-10" 12'-e" 14'-10" 35 11'-9' 13'-8" 35 12'-7" 15'-7" 35 12'-8' 14'-10" EQUAL TO THE MINIMUM DETERMINED SPAN SPAN SYMMETRICAL OPPOSING 40 12'-J' 13-10 12'-3' 13'-10' 40 11'-4' 12'-9" 40 12'-2" 15'-2' 40 12'-3' 13'-10" BETWEEN "L+'AND"L CENTERMATES CENTERMATES 45 11'-11" 13'-1" 11'-11' 13'-1" 45 Il'-I" 12'-0" 45 11'-9" 14'-3" 45 11'-11" 13'-I" 105' 3 3/8-5 4" (3) PROCEDURE TO DETERMINE MAXIMUM OR LESS / 50 11'-7' 12'-5' 1V-7' 12'-5" 50 10'-9" 11'-S" 50 11'-6" 13'-7' S0 11'-7' 12'-5' SPAN FOR COMBINATIONS IN EETWEEN >105"TO MAX. 55 11'-4' 11'-10" 11'-4' 11'-10' S5 10'-6" 10'-11" 55 11'-3" 12'-11' 55 11'-2' I1'-10" WALL W/FLOOR/CEILING MOUNTINGS: ALLOWED 3 7/8'0 4" 60 11'-1' 11'-4" 11'-0' 11'-4' 60 10'-3" 10'-5' 60 11'-0" 12'-4" 60 10'-2' 10'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN s USE 2 1/2'FOR 10)LOCKKOR 65 10'-10" 10'-10" 10'-7" 10'-10' 65 10'-0' 10'-0" 65 10'-9" I1'-11• 65 9'-5" 10'-1" PRESSURE RATING: USE INDICATED VALUES FOR CE RMA S49 70 10'-6" 10'-6" EB,-g" 10'-6' 70 9'-8" 9'-8' 70 10'-7' 11'-5" 70 8'-9' 9-4' DETERI.IINE: L,+- MAX.SPAN FOR WALL BOUNTING 75 10'-i" 10'-1" 10'-i' 75 9'-4' 9'-4" 75 10'-4' 11'-1" 75 - 8'-9' INSTALLATIONS. MINIMUM SEPARATION TO GLASS SCHEDULE: 80 9'-10' 9•-9' 9'-10" 80 9'-0' 9'-0' 80 10'-0' 10'-9' La+= 1,TAX.SPAN FOR FLOOR/CEIUNG SHUTTER W/ ONE LOCK &TWO LOCKING RODS OR 85 9•-6' W-6" 9'-6" 85 W-9" B'-9" 85 9'-9" 10'-5" IAOUMINC INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9'-3' 9'-3' 90 8'-6' 8'-6" 9D 9'-5" 10'-1' FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION W/ PRESSURE RATING: SPAN SYMMETRICAL 95 9'-0" ' ' 9'-0' 95 B'-3" a'-3' 95 9'-2" 9'-10' OPPO LNG 100 B'-9" e'-4" a'-9' 1Do s'-1' a'-1' IDD 9'-D' 9'-7' DETERMINE: CENTERMATES CENTERMATES L1 MAX.SPAN FOR VIALL LIOUMING105"105 8'-7' 7'-t i' 8'-4' 105 7'-11' 7'-11' 105 W-9' 9'-4' INSTALlATI0N5. 2 3/4' •• 3 3/16`110 8'-4' V-7' 7'-1 L' 110 7'-8" 7'-7" 110 8'-7" V-2" L2-- MAX.SPAN FOR FLOOR/CEILING OR LESS 115 W-2" V-3" B'-O" 7'-7" 115 7'-6" 7'-3" 115 1 8'-4' e'-11" MOUNTING INSTALLATIONS. >105"TO MAX. 3 1/4" ••• 3 1/4" ALLOWED 120 8'-0" V-8, 7'-10" 7'-4' 120 7'-4" 6'-11' 120 B'-2' B'-9" FINAL LTO TH IA ALLOWABLE SPAN IS tt USE 2 15/16"FOR HV'T"LOCK©0 Y!/ 35 125 7'-10' 6'-8" 7'-8' 7'-0' 125 7'-3" 6'-8' 125 B'-0" B'-6' EQUAL TO THE 7.11NI1AUlA BETIYEEN 'Lt+', ,,CC''�� 130 7'-B' V-5" 7'-6' V-9' 130 7'-1' 6'-5" 130 7'-10" B'-1" 'L2+', 'LI-"AND 'L2-" �s' USE 4 1/8" FOR HV "T'LOCK F�/1'!/ 6'-6' 135 6'-11' 6'-2' 135 7'-9' 7'-9' USE INDICATED VALUES FOR HV CENTEERRMATES. 135 7'-7' 6'-2' 7'-4' (4)GO TO ANCHOR SCHEDULE IYTH FINAL 140 7'-5" V-11" 7'-3" 6'-3' 140 W-10" S'-11' 140 7'-7" V-8' MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7'-3' 5'-9' 7'-1' 6'-0' 145 6'-8" 5'-9' 145 7'-5' 7'-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' 150 7'-4' 7'-0' CONCRETE A,/AANSORY WOOD 155 7'-0' 5'-5' 6'-10' S'-8' 155 6'-6" r4'-6' 155 7'-2" 6'-9' 160 6'-11' S'-2' 6'-9' 5'-6' 160 6'-5" 160 7'-1" 6'-7' WALL A. B, C. D, E. Id, N.O,P. 0. R. 165 6'-10' 5'-1' 6'-8' 5'-4' 765 6'-3' 165 7'-0' 6'-4" )MOUNTING F. K & L. S&V. 170 6'-9" a'-11' 6'-7' S'-2" 170 6'-2" " 170 6'-11' 6'-2" O MAXIMUM SHUTTER SPAN "L+'OR -L-" FOR 175 V-7" 4'-9' W-5' 5'-0' 175 6'-1" 175 6'-9" 6'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G, H. I, 11 & J. T. U. Y! & X. psf.A.S.D. DESIGN PRESSURE RATING MOUNTING 180 6'-6" 4'-8' 6'-4' 4'-10' 180 6'-0' 180 6'-6" 5'-10" 185 6'-5" 4'-6" 6'-3" 4'-9' 185 W-11' 185 W-7" 5'-8' t H.V. CORNER CENTERLIATE$3 MAY BE190 6'-4' 4'-5" 6'-2" 4'-7' 190 5'-10' 190 6'-6" 5'-8" USED AT ALL MOUNTING INSTALLATIONS. LOCKING H v B LA D E 795 6'-3' 4'-3' 6'-1' 4'-6" 195 5'-9' 4'-3' 795 W-5" 5'-5' SPECIFICATIONS SHALL BE AS INDICATED ON \J 200p'-2" 4'-2" 6'-0' 4'-5' 200 5'-9" 4'-2' 200 6'-4" S'-3' MANDATORY CONDITION �2 NOTE�5, SHEET 5. zos 6'-0" 4'-1' 6'-0' 4'-3' 205 5'-8' 4' yiAi.1414,J05 s'-3" s'-1" FLORIDA BUILDING CODE (High Velocity Hurricane Pone) t11 9��r 4T ®2017 DLTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �' �•��:�c�rrtis�:'...''9� � � � � BERTHA H YTM 1 Accordion Shutter System i D'¢4i6 �� E ® INc. ■ ■ ■ ■ .V.BLADE 11 W/OR W/O H.V.WINDOW'BLADE&H.V.BLADE 12 s♦ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NP DESCRIPTION DATE DRAWN BY: LC. 7z �•Y yA 6355 N.W.36U.St.SI..30.7,MROINN GARDENS,FLORIDA 331E Association, Inc. 1 OLD 16-078 07/26/17 DATE: 07/26/77 Php :(305)671-1530.Fax:(317.5)871-1531 4268 West Roads Drive 2 E-moll:lnleeot9ooLeom West Polm Beach, FL 33407 3 DRAWLING NO EB-G67Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 �+ 17ALl_ OO1B R A TILLIT Jr.P.E. +P.L wkE/DATE FLORIDA tic.JT 44167 5SHEET 228 .•: 1 �. •: if � 111 :.� .•: .• ,� , ,,:. ,:Ill ,•:1 ul •:: '•�• . „• .11. 1/' /: •�• :�1, � :1.1 . • ,WIii1�r a 0 'a• Q 'a- 0 �' Q�1� Q Q Mm fSDI ��Il � >• f�331 QI1m�fmDOmCnlfl�� ' mMmmM� • E7mmmm� � mmQ]� Q] mm�iIDm mmmon000mmmn0000a�mmonnnoa•mmvovoom®monraomuonoor�om '' "mmmnononmmmoo�oo®mmoonnommmnnnnommm....... ... o mmmnoovommmnmosac�mmmon000mmmn0000mmlvonsamdnn000dmo _ ®mmmonovommmAononmmmImam"" minim®mMIMQ�ES �mmmmpnomonpp000nno� mm[Him" �mm"OO®ICS mmm0ODO0mmKIM mmmOODOoODOHO�Od mmm0000d mmmQodO®mmmo00op0 mmm0Oo1QO mmm00®QQ dodC1&XIMMO m®mO000m mm0ODOmm mmmm MINI mmOmOQO mmmmm0oo mOdOm�Op mmmd[�©OO mminOOQOQ fClmm000Q®iLlmmOOQQO QImmOOmQO DOOOOKA �mmi000L7QOmmiLl[�O[•iJ'E�dm®iD000mO6lmOm000mi0m/7mEflQQO[7OdmmOl7d mIBINEI mlD0 QOOm00Qdmmml7O0 oloan M MM 1131111 ®mmOm�Od mmmOOAQQ mmmOOODO Q!®m0000O mmmmi�OQO dOQOQOif O 131mm0EFlE7.7O mminOOl�laCl mmmOOOCId mm00v00d mmOF�7E000017d01Z11®mild mm[L•70©QOO mmmOtadQO mmm©OFA-1QO iLlmmOOQQm mm�OLIQQO Ol�Oi7E�70Eld mmm0©OQdmmmOO[fOO®m0000Ldmmf90s7Q0 mm��L&100dl7d[l®O®OO 1 �mmIUMIM oommmnm000mmmooQQom�DooQQQpmp���m�1QQQonorAd0�l0o inmm00mOli[SlmmO®Os7dtDmms0�0dmm®©v00omi�®momo IMMUNE mmmnn oirlr� mnvoQlammm©nQol o� mmmsamood mmmomonQ mmms<anolad®mQQOQsad®mr-�dial000 uomm®ddo �ImLfmm©ODmOQOdIOQOl�mmmiaHpopom• �EnpOO000O mfDmOAO �mli1mA0Qo0o0Q0vOolmmOoo�LQ70Q0d[0rimr�ldl7Odmmd�<®OmmMYmmnnQ mmOQOOQdmQOmm1im0ll�m0d mmn0]CImmmosommm0ClIgemmM mmm== Icam Kol7mmiSCSICS is ®m®©Om�dmmlLl�olOdOm®mOOVOm®mOOVOOm mOOmOBOd�mmOmO mmoo•asQoo mmsdnood•a mmilosaood nimQ0000scl nmQ0000d nm®moo�oio 113901 OOBAKU Gl0fO6lmOOOOQO�®OOIVOORI�OOQi7OOdl70doE&iis d mmmmm mmmmQmmmmmmm000VOO®OQIiQOOId®[�Ooii000[ll7E�i®OOOd mmsa000ild mm0000Qo almosaQodd v0000saod oosaoosado my©0000d ®m®mmoovmm®mvoAmmmmloomomm ©mmommmP°noommmoom[m©©dod 0 00 saosoieaod 0 , • • �mQQQdQotQ motdsaQOQd a•raaQQppoisnld®d00000d®oolot•aodo tmm•msasle•oild iD000oQ006lQOA0iiQ=113 ICOM ld00I0ri000O0•wO17ClOml]i7LSiFAElmild - • •• mQ1�QdQosamoQQpQQpmpdmoll�moppppppfls,dsamorppgppqaQQvodmspppaotQl�sad a•m©sai� e•rol ®0Ov0OVOOm0Eggs ��OO���00����OVO�m�v000OOA0�0O000 • • e 26-17 EASTERN METAL SUPPLY, INC. Vp •I 1' 1 1'111 •+ _J iAmerican Shutter Systems KMR Assoclatior o �m 4268 West Roads Drive ©���■ , o���■ WALTER A.TILUT J P.E. r.1• ©--� MAXIMUM ANCHOR" SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DEWN NEIRMIE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE IHSTALIATKM (SEE MOUNDINGS 4 0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONIGIM (A) TO EXISTING POURED CONCRETE:(Mtn.l".-3 ksi) uAn tM @WALL SILL MOUNTING ©CEILING MOUNTING @FLOOR MOUNTING - 1/410 TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min,rc- 3 1,11)SPAN ANCHORS SPACING LEGEND _ 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min,f c-3 WI) Try) A.S.D.DESIGN NEG c LOAD si A.S.D.tl ON NEGATIVE LOAD foxf) A.S.D.DESIGN NEGATIVE LOAD pf TAPCON WITH ADVANCED - 1/4`0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Br FLORIDA FASTENERS DIRECT,INC.(Mu.f'c -2 kill) 30140 60 175 190 120 160 205 30 40 160 175 190 1120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY _ 14 12 10 9 B 8 6 5.9 14 12 10 g 8 0 8 6 14 12 10 9 0 6 6 8 COMPANY OR ANY OTHER APPROVED UCENSEO OR AUTHORIZED VENDOR REGISTERED WRH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0 14 12 10 9 8 B e e ALL POINTS SOLID-SET (Min.1'c-3 Tai) OR(ETAS 14 12 10 9 8 8 6 8 14 12 10 9 6 0 8 e 14 12 10 .9 0 9 6 S BLUE TAP W/CAP NOTES: 14 12 10 9 B 6 8 7 14 12 10 9 8 8 6 6 14 t2 t0 8 6 8 8 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 0 6 7 5.5 3.5 14 12 10 9 8 8 6 0 14 12 10 0 8 6 6 8 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS 15 1 1/2. 4'-0' 14 12 10 9 e e 6 4 14 12 10 0 8 e 6 4.5 14 12 10 9 8 8 4 J.S A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 B 4.9 14 12 t0 9 e B 6 b5 14 12 10 0 e 9 8 4.S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO to 12 10 9 75 3.S J.5 - to 12 10 9 6 0 e S 14 12 10 9 B 7 95 4 •SEE tnRAAtlwNs of 16E IDR EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. _ _ _ _ _ _ _ BIA➢E CN ON.2F 28 14 12 10 9 e e e 4.5 - - - A3)IN 615E 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 - fa 12 10 0 e 8.5 6 35 14 12 10 8 65 5 3.b J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICTED ON t4 12 LO 9 t! 7.5 4.5 - 14 12 10 9 8 8 6 45 14 12 10 9 6 6 4.5 3.75 NOTESAT)&A2)A80YE FOR INSTILLIATIONS ON VINYL SIDING OR QFS WITH OR WITHOUT METAL STUDS'CONSULT THIS ENGINEER.FOR 14 12 9.5 75 - - - - - 12 - 9 0 - - 4 14 12 10 0 8 . 45 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A 6'-0' - - - - - - - - - - - 16 12 10 9 e O.S S 3.5 14 12 10 9 7.5 5.5 3 - i4 12 10 05 7 55 4 3 14 12 0 8.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 R2 l0 9 8 6 - - 14 12 10 9 8 65 6 .75 14 12 10 05 8 e 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 0 6.6 S.9 J - - 14 12 10 B 6 85 0.5 J.S 14 12 10 B 7 3 J.S J - 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7•_0• - - - - - - - - - - - - - - - - 14 12 10 9 75 S.S. 4 J - 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 6 8.5 a - - t4 12 9 7.5 6 4.5 3.5 - 14 10.5 7 35 4.5 3.5 - - - 1/4b TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 8,5 7 4 - - 14 12 ill 9 7.5135 4 - 14 12 0 7 75 4.S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH,THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 15414.5 - - 14 12 to 9 17.515.5 4 - 14 12 0 7 6 4.S 3 ' 8,-0" - _ _ _ _ _ _ _ - 14 12 10 8 85 S -a - NOTES: 14 12 8.S 7 5,5 3 - - f4 12 8 6,S 5.S 4 3 - 125 95 6 3 4 3 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BUNE TAP W/CAP ANCHORS ANO TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 l2 9.517.51 8 - 14 12 9.5 a 6.6 b - 14 12 e e 6.9 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. /3 95 85 5 y.s - - - 14 11 to a 85 9 - - 14 12 a ITS S 4 - B.2 MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0' - 14 12 e5 7 5.9 4 )EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO 14 115 75 0 4 - - - 14 11 7 5.5 9 J5 - - 11 a 3.5 a.9 3.5 - - - / / 14 12 8 6.S 4.5 - - 14 12 &5 7 55 4 - 14 10.5 7 5.5 6 45 EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 6.5 5 4 - - - 14 12 g 7 6 45 - - 14 tt 7 9.6 B.3)IN DISE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' - 10.5 7 S - - - - 9.9 - 6 4 y - - 10 12 6 4 3 4 - ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICTED ON NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 It 7.5 A5 - - - - 14 115 9 6 5 4 - - 2.5 95 6 3 4 4 - FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 28A 105 8 3 14 12 0 .5 A5 A /3 10 0.5 5 4 3 11'-0' - - - - - - - - - - - 14 105 7 .! 45 J.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 T. 9 12 0 6 4.5 4 3 9 7 45 3.5 3 14 10 7 - - - - 14 10.5 7 3.9 4.5 - - 115 OS 5.5 14.513.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 05 7 45 - 14 115 7.5 B 9 12 0 8 4.9 4 _ - 12'-0' - - - - - - - - - - - - - - -[7.5 10 es 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IS 85 15 - - - - 11 0 55 4 JS - 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FDR E D.LESS THAN THE NDICATED,REDUCE 135 05 B - 1J 9.5 6.5 5 4 - 8 3 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B.5 - 14 10.5 7 5.5 4.5 - B.5 SID 45 35 - _ REDUCED SPACING 08TAINED USING FACTOR SHALL NOTBE LESS TWIN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - - - - 9 6 4.5 4 - - - FACTOR 105 0 - - - - - - f0 75 S 4 3 - - - 55 4J - - - - ACTUA. APOON W/AIDVANCED THREADFORY TAPPER t 25 as - - - - - - 12 9 6 a5 4 - - - 7 5 4 - - - - EDGE ALL POINT SOLID SLT BLUE TAP W/CAP- - - - - - 1J 95 6.9 5 - - - - 75 5 4 - - - - V LADE OR DICTANCELIN.SPACING MIN.SPACING 14'-0' - 8.5 5.5 4.5 - - - - `' ED. 3' 4' MIN.SPACING-3 1/2' MW.SPACING-3' 3 3/4' 4' 10 75 - - - - - - 9 7 45 3.5 - - - - 5 35 3 - - - - Y BLADE F0.1dD CQNDiETE tXNQ�IE eDOf POURED CONCRETE& POURED CONCRETE& Pam 115 a _ _ _ _ _ _ 11 6 5.5 4.9 - - - - 9 &5 45 _ _ _ _ ' WINDOW MN COL•3 1/2' MN EA.2 1/2' CONCRETE ED.•311r CONCRETE MNL ED.BLOCK3' MN Ea•3 1/2' H@L COL-2 1/2' 75 - - - - - - - 12 9 6 - - - - - 95 7 4.5 - - - - - 15'-0" - - - - - - - - - - - - - - - 10.s BLADE WORKING 3• 0.91 1.0 o- t_0 0.84 t.0 9 - - - - - - - 85 65 4 - - - - - 65 s J - _ _ _ IN UNISON ♦ a 2' 0.71 T.o 0.51' t o 10 - - lose s - as s 4 - - - - 2' o7t - - - o 5t 7 - - - - - - 11.5 0.5 55 - - - - 0 0.5 4.9 - - - - 1 3/4• (00vn�of - - - 0.43 L e t5 4 - _ _ _ 16 45 _ 0.35 9 - - - - - - - 95 .�� FLORIDA BUILDING CODE(High Velocity Hurricane Zane 111T1�Y` ............ �,._- ©2017 TILIECO,INC.(ENGINEERING) (02017 EASTERN METAL SUPPLY, INC. A1C NS;.,,✓Po BERTHA HVTM No,44y A■S■S.A. Accordion Shutter System V.BLADE il W OR W/O FIV.HUM BLADE&H.V.BLADE p TICCIT TESTING& ENGINEERING COMPANY American Shutter Systems REV.H4 DESCRIPTION DATE DRAWN 6Y: L.C. 11 6353 N.W.36th.5L.Ste.305,VRCUNN GARDENS.FLORIDA 3316 Association, Inc. t OLD is-o79 m/2e/v GTE- 07/26/17 • ..ID., ,.•'(` 14 Phan.:(305)B71-1530.Fax:(305)871-1531 4268 West Roads Drive 2 p t1 a-mall:DRacaOaoLcam West Palm Beach, FL 33407 DRAWING'N0 �yy���� t ��t1t. EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 1i1yL t+--r� WALTER A TiLL1T 41.P.E. P.E.+SbS/516AA7URE%DATE FLORID u�,g 44167 6 ISHEETOF 28 MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A GORRESSPONDING MOUNTING TYPE FOR CONCRETE INST'A IAMONS (SEE MOUNW40S 1,J.K&L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND M UM 1 WALK OVER& II TRENt71 (2 RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING (DWALL/WALK OVER MOUNTING SPAN AS.DAESION NEGATIVE LOAD(0x0 A.S.DAFSIGN NEGATIVE LOAD Wf) AS,D.DESION NEGATIVE LOAD(Daf) AS.D.DESCN NEGAIVE TLOAD(pal TAPCON WITH ADVANCED ( THREADFORM TECHNOLOGY 30 40 60 75 90 120 180 205 JO 40 60 75 170 120 160 209 30 40 BO 79 9D 120 760 205 7l1 40 60 75 90 f20 160 203 U 12 10 n e 0 6 8 12 12 I2 12 12 IS 05 0.5 7 7 7 7 7 7 7 5.5 S 5 3 5 5 5 5 5 ALL POINTS $OLID-$ET 3'-0• 1 4 12 10 e 8 e 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 s 5 5 5 5 ! 5 5 BLUE TAP R LESS 4 12 10 9 6 e 8 D 12 f2 1x 1x 0.5 0 6 4.5 7 7 7 7 7 7 7 65 5 9 S ! ! 5 8 9 TAPPER+ 14 12 10 9 e B 0 6 72 f2 12 12 12 10 7.5 a 7 7 7 7 7 7 7 7 S S 9 S 9 5 ! 5 K14 12 10 B 9 0 8 0 12 II 12 t2 15 0.5 0,9 S 7 7 7 7 7 7 8.5 4 8 S S ! 5 5 5 4 4,-0' 12 f0 9 a 0 0 0 12 12 12 12 12 e.e 7 5.9 7 7 7 7 7 7 7 7 9 5 5 5 B 5 S ! 12 f0 9 e 8 D 0 12 /2 12 95 8 0 45 3.9 7 7 7 7 7 7 0,5 5 5 S 5 5 S 9 ! 9 12 10 D e e 6 6 12 12 12 12 10 7.5 65 4 7 7 7 7 7 7 7 5.5 5 3 S 5 5 8 6 5 L4_12 +0 9 5 a 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 S 8 5 S 5 S 4 J 5'-0' 14 12 f0 9 8 8 6 6 12 12 12 12 10 75 5,9 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 14 12 10 9 8 e 6 6 12 12-95 75 6 45 35 - 7 7 7 7 7 7 5 3.5 5 5 S S 5 5 5 4 14 12 10 9 6 6 D 6 12 12 12 95 9 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 S S 5 5 S 4 SEE ANCHOR 14 12 10 9 9 0 6 6 12 12 15 0 7.5 5.5 4 3 7 7 7 7 7 45 3 - 5 5 5 S 5 45 35 - SPECIFICATIONS 14 12 10 n 0 a 6 B 12 12 12 10 0 6 4.5 3.5 7 7 7 7 7 7 7 7 5 S S y 6 5 6 5 I4 12 IO 9 0 8 8 6 12 12 e 6 5 4 3 - 7 7 7 7 7 S.6 4 S 5 5 5 6 S 4 J ON SHEET 14 14 12 10 9 a a a 6 12 12 ID 0 65 9 75 - 7 7 7 7 7 0 45 - 5 5 9 S 5 5 LS - 14 12 10 9 a 8 6 6 12 12 10 a 6.3 5 3.5 - 7 7 7 6.8 5.5 4 S 5 S 5 5 4 3 14 12 10 9 0 6 0 6 12 12 12 85 7 5 4 3 7 7 7 7 7 7 7 6 S 5 9 5 5 3 5 5 14 12 10 8 6 a 6 5 12 10 6.5 S 45 3 - - 7 7 7 7 6.5 5 3 - 5 5 9 S S 9 3.5 3 1 Ix tD 9 e e a e 12 lz &s 7 Ss 4 - - 7 7 7 7 7 s - - s 5 5 5 5 5 1 - 0 VALIR ONLY FOR UP TO +70, -75 1/ 12 10 9 .e a 8 - 12 12 85 7 SS 4 3 - 7 ] 7 5.5 4.5 3 - - 5 s s 5 4s 35 - - PSF A.S.D. DESIGN PRESSURE D,_0• 14 12 10 9 8 8 6 - 12 12 OS 75 6 4.5 15 - 7 7 7 7 7 7 7 4 0 5 5 5 5 3 5 ! RATING & FOR SPANS PER 14 12 10 9 e a 6 - tx fi 4.6 4 3 - - 7 7 7 7 5.8 4 - - 5 s s e s 4 s SCHEDULE 4, SHEET 12 14 12 10 9 b a 6 - 12 11 75 6 b ,75 - 7 7 7 75 6 4.5 - 9 3 ! 9 4.5 - # 14 12 10 9 8 8 12 1.5 75 6 5 3.5 - 7 7 05 b 4 S 5 5 5 4 J 14 12 10 9 e a - - 12 12 95 0.5 5.6 4 3 - 7 7 7 7 7 7 G 3 a 5 9 S 5 6 b 9 14 12 10 9 0 e - O5 B 5 4 3.5 - 7 7 7 fi a SS - 8 5 5 5 5 4 3 14 12 t0 o 0 8 - 12 10 6.5 5 4.5 - 7 7 7 65 8.5 - 5 9 5 9 5 4 N 12 10 0 a a - 12 0.5 7 5.5 4.5 3.5 - 7 7 as 45 3.5 - - - ! ! 5 45 3.5 - I0•-O"N 12 10 9 a 8 - - 12 11 8.5 0 3 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 6 S 9 1.0 U 12. 10 n e 8' - 9.5 ] 4.5 1S 3 7 7 7 5.5 4.3 - 9 9 S 5 4,5 3.5 14 12 10 9 a 8 - 12 B B 5 4 7 7 7 6 5 S 5 S 45 5 14 12 f0 9 8 0 - 12 95 6 S 4' 3 7 7 3 4 3 5 5 5 4 3.5 - - I ._O.14 12 10 9 8 tI - - 12 f0 7 S.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 9 a 5 5 4 a 14 12 to 9 a a - _ at 6e 4 3.5 ] - - - 7 7 8 5 . - - - 5 5 5 5 . ] - - H V BLADE ONLY 14 12 f0 0 a E - - f1 0 6.6 4 - - - - 7 7 7 5.5 4.S - - - 5 5 5 5 45 - - - 14 12 10 9 6 1.5 85 65 4.5 3.5 - 7 7 45 3.5 - a 5 45 15 J 12�-0.14 12 10 9 a - - - 12 95 65 5 4 3 - - 7 7 7 7 7 0 J - 5 5 5 9 9 5 4.5 YS II T4-12 IO D 9 6 6 4 3 7 7 SS 4.5 3.5 - 8 5 5 45 4 J 14 12 10 8 8 - 10 75 5 4 7 7 16-15 5 5 a S 4 14 12 10 9 6 - - - 0.5 0 5 4 3.5 - - - 7 65 $4.53 - - - 5 5 4.5 --r-Z-= 13,-0'14 12 10 9 8 - - - 11.518b a 4.5 JS ]< - - 7 7 7 4,5 - 5 S 5 5 5 S 4.5 ].3 14 12 10 9 8 - - 7 55 3.5 J - - - - 7 7 J - 5 5 5 4 3 14 12 10 B 0 - - - -T-'? 4,5 75 - - - - 7 7 - - - - 5 5 5 45 4 - - - 1{ 12 1D 9 - 10 75 6 4 3 7 9 S 9 4 ] 14'-0'1{ L2 10 8 - - - - OS 0 2-4 4 3.5 - - - 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 f0 0 - 8.5 5 3 7 7 - 5 5 5 4 14 1x 10 9. - - &S 85 4 - - _ - _ 7 7 5 5 5 4 - - - 14 12 10 - - - - - 9 7 4,5 3.5 3 - - - 7 5.5 - - - - 5 S J5 3 - - - - 15,-0'14 12 f0 - - - - - 10 75 S 4 .3 - - - 7 7 7 15 - - 9 5 9 6 5 5 4 3 14 12 10 - 6 43 J 7 7 S 3 45 35 14 12 f0 - - - - - 0 6 4 - - - 7 7 - - - - 5 5 S 4 - - - - 14 i2 10 - - W.S 65 4 3.5 - 7 5.5.35 - 5 9 Jb 16,-D• I4 12 10 - - - - - 95 7 45 JS 3 - - 7 7 7 7 8 3 - - 5 '5 5 5 5 4.5 3.5 I4 12 10 - 0 45 J 7 &5 4 5 5 4 35 - 14 12 10 - - - - - 7.9 3.5 75 - - - - - 7 7 - - - - 5 5 45 - - - - - FLORIDA BUILDING CODE High Velocity Hurricane Zone Q2017 71LTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. �■�■�■A■ BERTHA HVTM Accordion Shutter System .V.BLADE 1 W/OR W/O H.V.WIDOW BLADE&H.V.BLADE 02 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter SyM. REV,No OESCRIPOON DATE DRAWN BY: L.C. J ` 6]55 N.W.]6VI.SL,610.]O5,NflGW1A GARDENS,FLOWOA ane Association, Inc. I OLD+5-079 07/26/17 DATE: 07/26/17 'W{4r pnono:(3Os)87I-1930,rox:(3Ds)971-1531 4269 West Roods Drive 2 pj(ti .081"J"f � { DRAWING No •. I{ c-mom mte06719.com West Palm Beach, x: 561)2 y � V.� .,,. ,1 Es A. TILUT19 Phcna: (800)432-2204 Fax: (561)209-8390 4 17-102 WADER A 7ILLIT Jr.P.E. F:E.. I REJDATEnaRloa ue.®441 a7 c SHEET 15 OF 28 :1..•: . 1 • •: 1/ . lel :� iLetill11. •:) :.1 �:: ./,1 .. „• .11. UUM I.Wasis.. :il • .7: :If.. miMm �ommmm�i” �ommmm� m mommy'' ' mom m1MMmmmmmoaia�Em �mmmonmo�a0®mvomoo�nmm©o®m®no comm®mmmnn®moan®mvo®mo , mmmoonoommmonno© mm©nnmmI13nnnnmAmmmonnonmmmoonn mmmnnnvommmnvoonmmmonnnonnnnnnnommmnnnnommmnonn� �mmmnmmosammmommoommmnm®oroannn®moommmom®a mmmnm®osa mmmnu®oommaaon®©ommmnn®mannnnnm��mmmnomoe�mmmoomon .- mmmOODOdOmi�000A0m®m©[10n�3nnnnnn mmmonnoommmvonon �mmm�n000mmmonmaaiommmonmmenoo nmm�mmmono�m®mnn®o mmmnaoaom�mnv000m®mo©evenmm�©a cpm®mnnoaom®mv©oon ®mm�ovoommmnnmoo�'nm�m©�©aa��nnnn�ammmn©000mmmnn®vo nee n ����o oE'ivor�����®P000�mn�i�m�'e�n • onm ®mm©aaoo�mmm©moo � son m�ommooaoammovoo 0 rammraoaoammmmvoao msnmoneennnnovoommmnommmmvo n �®m©oo onmmmmoaoo�r:� meveenn®ma000a®= o 000mmm®ooao m®moo�oam®mov000m��nnseenmm�nmsaom��voPiaaem�mvvoao mmmaooaommmm®000�ndamoenseennnmo®oaimmma0000mmm�aon � .- mmvoa�000mMoMv000k'ten=sni0�seenno®®®�oMMM====Emmm0000 mm00000e�mmnmoomm©mason seeno nv000n0000maoaoonon�ee ®aooaonvoo ooano®000ao ®0000vonm0000vooMIMM +�+esesonn©0000®mvoo�000®mo®oaoo �mm000nonmmm000aaene E"MMM ennmo©aommmooaaaammmoaaan mooaovvo�nOOOOOnnnnnesseenn000000m�m0000aamn000avn �®oaonoo®m®oa===MMMwMweems®®macro®ma000aa�mm00000 mm000noa =====M" mmm"o nom®a�an mnvoaaaaa mm000a on ®mooaoanmmoaaoaor��esesee�mm0000aommoavoQam®000aan ®EEIH oo®�®000�ioe�i nss�enn0000sEn�ovvoo®m®vv000 ®� m©ovAvoom00000vo�'neses�soo®©0000m©ovoov m ovoo mon000noa®moovaao��sase�senn®moaamm�oa000�mm Mason ��ovogvon�n000vo��ra�eseseson©�0000�00000vo�nv vooe� O oaa vaa0000savoaoor�seoou sesseo®aoaoonvaaoaoa aooa �v00000anv000aaoonessesesnnovaaonv000000��ooonn m000a000maaaaaooenesesse�sn®n000ean0aoa0000maaaaoao �� � ��oo -i--- --6-7-017EA-STERN-tAET-AL-SUPP-LY, lt-4C.- vvQe���oPoivva�®�ss®��s�o®0000nw000voow0000iov� � - � t I American Shutter Syster Association, Inc. Phone:(105)071-153.0.Fox:(305)871-1531 4268 West Roads DrNo0 � e-mail:t1teccocol.com West Polm Beach, FL 33407 ® o��■� MAXIMUM ANCHOR+ SPACING (in ) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN.- NEGATIVE PAN -NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTIN TYP (SEE MOUNTINGS ON SHEETS 18 & 19) S'U 'B � TF SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR'SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (it) M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P & QW &'X W & X W & X D.NEGATIVE DESIGN LOAD(psf SD.NEGATIVE DESIGN LOAD(pst D.NEGATIVE DESIGN LOAD(PSI ALS.D.NEGATIVE DESIGN IAAD(psl A.S.D.NEGATIVE DESIGN LOAD(pst S.D.NEGATIVE DESIGN LOAD CFO A.S.D.NEGATIVE DESIGN LOAD(pal 30140 160175 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30140 60 75 90 1105130 40 60 75 90 105 30 40 160175 90 105 30 40 60 75 90 105 -0"OR LESS 12 10 10 1 9 8 B 8 6 6 6 6 5 12 10 10 9 8 8 8 16 16 6 5 4 12 10 10 1 9 1 8 8 6 6 1 6 14.5 4 3 6 1 5 1 4 1 4 4 .3 4'-0" 12 10 10 1 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 16 15.5 4.5 3.5 3 12 10 10 1 9 1 8 8 6 6 14.513.5 3 2.5 6 1 5 1 4 4 4 3 12 10 10 1 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 16 4.5 3.5 3 2.5 12 10 10 1 9 1 8 7 6 5.513.51 3 2 2 6 5 1 4 4 4 3 6'-0" 12 10 10 1 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.51 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 1 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 32.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 17.5.4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - 9'-O" 12 1V 10 5 13.5 - 1 6 4.5 3 1 2 2 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - 10'-0" 12. 10 7.5 4 1- - 5 4 12.51.2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - 3.5 2.5 - - - 6 5 - - - - 11'-0" 12 10 5.5 - I- - 5' 3.5 2 1- - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 1- - 12 10 13.512.51- - - - 112 110 1- I- I- - 3 2 - dff 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 -10 .- - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - 4 - - - 14'-0" 12 10 - - - - 4 3 - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 -15'-0" 12 - - - - - 3.5 - - - 12 - - - - 3 - - - - - 1.5 - - - - - 2 - -16-0" 12 - 3 - - - - - 12 - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - - - - t NOTES ON ANCHORS REQUIREMENTS: WOOD SU85TRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID V=D SOFFIT SHALL BE AS FOLLOWS: -1/4"P MUM WITH ADVANCED PENETRATION FORM TECHNOLOGY ANCHORS,AS.MANUFTS 18A BY I.T.W.BUION: l I / H V BLADE 0 R 1 H V BLADE W/IAtDARJM THREADED PENflRATION AS INDICATED AT EACH SECTION ON SHEETS iB�8:19.EXCEPTION: \ ! SEE NOTE 2 BELOW. _ 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 19 AND SHALL CONSIST OF H V WINDOW BLADE WORKING I N UN I S O N LAG SCREWS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: • SEE LIM ATIONS OF USE OF -SOUTHERN PINE No.2 W/G®0.55,(N.DS) BLADE 1A ON SHEET 28 -DOUGLAS FR W/6=0.50(N.DS.) -SPRUCE PINE FIR NORTH W/G-0.43(N.D,S.) -SPRUCE PINE FIR SOUTH W/0-0.36(NAS.) -MN.1/2•COX PLYWOOD(1986 APA) 4.ANCHORS 1 BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE _ ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE High VelocityHurricane Zone ,111 ,. Q2017 TILTECO.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. ••'�CENS .,.✓� BERTHA HVTM a o•44tt3 IL E C O �N�. A„S.S,�t�,. Accordion Shutter System g i .V.BLADE#1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE ? ' American Shutter Systems RLv.Nc I DESCRIPTION DATE oRAWrtt By. LC. Nq TILLIT TESTING & ENGINEERING COMPANY Z :,• / i�� :•,Q A` 6355 N.W.36th.SL,Ste.3115,VIRtAtW CMO0/5,nDPoOA 3116 A8$OCIatIOn, Inc. I OLD 19-079 117/76/n DALE O7/2s/n Q r,; AAAA Phone:(305)971-1530.Fax:(305)071-1531 4268 West Roads Drive 2 � � •••..AIQ. ��/41 •-mall:lfllecoOool.com West Palm Beach, FL 33407 3 DRAWING No ED-0006719 Phone: (800)432-2204 . Fox: (561)209-83804 7-1 02 WALTER A.TILLR Jr.P.E. P:E^3FJ)y'•IC,s¢IAZ110DATE FLORIDA U..S 44167 5 SHEEP 5 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) c_- I`J FE4 :E�.--I- � -I- E=_ + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT 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 DOUGLASMOISO W/ W/ MIN. G=0.43 W/ MIN. G=0.36 W1 MINIMUM I IMUON:M5 E NDTED2PBELOWRON AS INDICATED AT EACH SECTION ON SHEETS 18& 19. SPAN (ft) B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S & V S dt V S & V LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: A.5.0 NEGATIVE DESIGN LOAD(pslA.S.D.NEGATIVE DESIGN LOAD(psf AS.D.NEGATIVE GN LOAD(psf -- ---------- -- ----------- -SOUTHERN PINE NO. 2 W/G-0.55(N.O.S) 30 40 60 75 190 105 30 40 6D 751-90-105 30 40 60 75 90 105 -DOUGLAS FIR W/G-0.50(N.D.S.) 3'-0 OR LESS 12 12 112 112 12 12 12 12 12 12 112 1 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G-0.43 (N.D.$.) -SPRUCE PINE FIR SOUTH W/G-0.36(N.D3.) 4'-0" 12 12 112 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2'cox PLYWOOD(1986 APA) 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECInCATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 B ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 112 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5.7.5.6.5.6 10'-0" 12 12 12 12 11.59.5 12 112 12 10 8 7 112 112 8.5 7 6 5.5 11'-0" 12 112 112 IT2 10 8.5 12 112 11.5 9 17.5 6.5 12 112 8 1 6 5 5 12'-0" 12 12 12 11.5 9.5 8 12 12 10.5Al6 12 11 7 6 5 4.5 13'-0" r12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4,5 4 3 16'-0" 12 10. 8.5 6.5 4 1.5 12 8 6 4.5 3 11 8 5.5 4 3 - n HV BLADE ONLY Gaaauia�.>f FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 11tts"IV. •.•(Q , ®2017 TILTECO.INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. a,�A �-.. ENS• ✓=6 BERTHA HVTM a =� = Accordion Shutter System j• i L E C o -... ■ ■ ■ ■ .V.BLADE 11 41/OR t9/0 H.V.VIDIDOW BLADE&H.V.BLADE# a ../ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REVJI. DESCRIPTION DATE DRAWN BY: LC. SIY��; `� 6755 H.W.36Th.SL,Ste.305.WRCINIA GARDENS,FLORIDA 3316Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 y 777 �\ Phone:(305)871-1530.Fax:(305)871-1531 4268 West Reads Drive 2 DRAWING No �•��•., -7-1:cllecooaoLeam West Palm Beach, FL 33407 3 EB-0005719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A TILLR Jr.P.E. ATURe%DATE FLORIDA Uc.®44157 5 SHEET 6 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I1A HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATIUG, SEESHEET 28 FOR MAX SPAN & r I - 1/4'0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR NSTALLATION WITH BLADE 1 & (19 WORKING IN UNISON 7HREADFORM TECHNOLOGY —1/4.0 TAPCON WITH ADVANCED - W/ 1 1/2'TAIn.PENETRATION i OF THREADED AREA TO THREAOFORM TECHNOLOGY I\ / EXISTING WOOD HEADER. -';r W/ 1 1/2'Min.PENETRATION f t I 1 OR Of THREADED AREA TO tAN.SEPARAM7N (SEE SCHEDULE ON SHEEP 16) I r (SEE SC WOOD HEADER. TO fSA4(cg (SEC SCHEDULE ON SHEET 16) { SC111E7 ON I 2 R��1 MU I I' 1/4'0-20x3/4'S.S.MACHINE SCREWS EXISTING { 1 DR 18 E W/ 1/4'-20 NUTS OX 12.O.C. GLASS—{ 1 OR 1® { FIWALL NISH 7 dn /� I�•WALL o /r ` f I t I 11 1• ''i`\ •," FINISH + - �-••.''+ ?I { ORO EXISTING MIN. FINLIS WOOD EXISTING MINH Yx4 HEADER REQUIRED � xWOOD ' .':t `` I 11 L h• 1TAPCON VATADVANCED 9 HEADER REQUIRED i THREHRE AOFORM TECHNOLOGY OLOGY EXISTING MN.SEPARATION I & 1 w 1 1 Y Mir-PENETRATION CLASS-•[ 2'x4'COM.SILL I ') 1 1AI/D1'11DM/OF WOOD PLATO. MULE ON To I MIN. SEPARATION ON I I PLATE REO'D. �� 1' { h!1 ;'. OF'THREADED AREA 12 FOR BLADE 11 pb I EXISTING (SEE SCHEDULE Il h L h 11 ON 28 FOR GLASS ON SHE 12) �'� (SEE SCHEDULE ON SHEET 16) �O-'® 1 OM HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION 1 MIN.SEPARATION I MIN.SEPARATION GLASS EXISTING 6 TO I 1 CLAS MIN.SEPARATION III 1 �—SEE SCHEDULE 1 --(SEE SCHEDULE x TO GLASS 1 I EXISTING ( ) r : IXCtASS--A ON SHEET 12) 7 2•x4'CONT. (BEE SCHEDULE I C1A55� ON SHEET 12 L WOOD PlA1E pa-- I I { x° T _ REG 0. 9 ON SHEET 12) ; 1 �w 1/4'0-20x3/4'S.S. { ICHINEOSCREWS S.S. 1 I MACHINE SCREYlS Y!/ \ { USING 1/4'-20 NUTS 'I I_ 1/4"-20 NUTS 0 I I WALL I � 12 o.c. ® tz•D.C. {f II I �•�. 1 OR 18 I I v •-:.I 1 2'x4"CONT. 1 ' I .'.j _ EQ-^E 1 I I 2OR(q WOOD PLATE LI I �-E4 -E0 q I -)1"Min. REO'D. I \ 1 } 1'Mtn. I `� I ,' '+ 1 T 1/4'0 TAPCON WITH ADVANCED I II 1 11 `t/4'P TAPCON WITH ADVANCED IL 1' `:1 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I l ' � TNREAOFORM TECHNOLOGY I '' DFORM TECHNOLOGY W/ 1/2•Min.PENETRATION OF , L NOTE: 2"x4'COM. ✓'N 1/Y Min.PENETRATION ' `1 I W/ 1/2•Min.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL THREADED AREA INTO PLYWOOD. 11 1 .�=!i THREADED in. INTO PLW7000. SILL PLATE READED AREA O (SEE SCHEDULE ON SHEET 16) �1„`' SHUTTER ASSEMBLY. '`REO'D. -a�WALLDTH,OF LYOOD PLATE. t (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN DE 1EXISTING MIN.2•x4'STUDS COMBINED IN ANY 1VAY TO \. n � i °� SSCHEDULE ON SHEET 16) MMI.COX PLYWOOD REO'D. ® 16'O.C.MAX.REO'D. SUIT ANY INSTAl1AnON. PLYYIOOD TO BE ATTACHED TO 1/2'MIN.CDX WALL FINISH ISTING MIN.2'x4'STUDS O 16"O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UTAITA71ONS OF U E OF WITH SECTION 2322 OF THE F.R.C. IT I�NNi V A L SILL L BLADE 1A ON SHED S ©fV WALL SILL INSTALLATION d a FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1� m 2017 EASTERN METAL SUPPLY, INC. ({ ••. / ®2017 TILTECO,INC.(ENGINEERING) BERTHA HVTM E' No.44167 1 L E ® �N�. A■S■S■A® Accordion Shutter System • ,V.BLADE 11 W OR W/O HV.0DOW BLADE&H.V.BLADE ` TICCIT TESTING ENGINEERING COMPANY American Shutter Systems REY,N. OESCRIPnotl DATE DRAIYN BY: LC. Association,.Inc. 1 OLD 15-070 07/26/17 DATE: 07/26/17 �y \ 6355 N.W.36N.SL,Ste.305,VMGIMA GARDENS,FLORIDA 3316 •_® �• 44 AA Pnona:(305871-1530.Fax:(305871-1531 4268 West Roods Drive z DRAWING No ••.......••' ��11/A a-mal:Mtcco0ao6aom West Palm Beach, FL 33407 3 , EB-0000710 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 VtCn i/L— WALTER A TILLR Jr.P.E P.E�5`©G/s{6Nf8UR�%DATE FLORIDA Ua./44167 518H 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 ll )ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING S E SHEET 28 FOR MAXSPAN & f WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & (14 WORKING IN UNISON I 1/4'0 TAPCED THREADFORM WITHEADF I—EQ EO 2•MIN. EDS IF �'� �._`/ �•� ADVANCED THREAOFORM 4'x8' Min. \ TECHNOLOGY W/ 1 1/2'Mn. ( )EXISTING ( APPLICABLE) PENETRATION OF THREADED WOOD BEAM REQUIRED. AADEQUACY REA EXISTING Yf00D STRUOF EXISTING WOOD BEAM EXISTING WOOD 1/4'0-20x3/4•SS. j ( (SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY 'I 1 I•MI^• CHINE SCREWS REGISTERED ENGINEER OR E •rS TRUSSES OR 19 EO EO- W/ 1/4'-20 NUTS ARCHITECT PRIOR TO 1/2• y 1/2' RAFTER 0 24" \' 1 O t2.O.C. SHUTTER INSTALLATION. - O.C.REQUIRED 1/4ro ED THREADFORM WITH J r EXISTING SOFFIT 1 MR 1 S ADVANCED ON WITH - — / TECHNOLOGY W/ 1 1/2"Min. / J .250• PENETRATION OF THREADED I / 3/4'Max.THK. Mox. / I�`I/. 3` .•' I( AREA TO EXISTING W000 B 14x3/4' E E 1'x4%1/8"CONT.ALUM.TUBE s I OPTIONAL I (SEE SCHEDULE ON SHEET 18) I-Q S.M.S. (6063-Te ALLOY)W/ I o 6•o.a i 11 or 13 or 1 S 0)H/1pq�R OR TRUSS.TO or 13 or 15 LOCATE LAG SCREWS AT ( ~EXISTING MIN 2'x4' I 1 I I MIDWIDTH OF EXISTING WOOD EXISTING---I HEADER REQ'D MIN.SEPARATION I I OPEN HOLE AT EACH W/d2 MInZ•PENETRATION OMi..NOMINAL WF m) GLASS pL To GLASS I STUD TO ACCEPT THREADED AREA VALID FOR 1 SEE SCHEDULE ON SHEET 12 ��� _) / �S INSTALLATIONS WITH 72 pst ( ) 5 16"0 LAC SCREW 3 MAX,ASA.DESIGN LOAD AND AT CENTER OF TUBE. Loi SEPARCION 1 9'-0'MAX.SPAN.THIS TO C2ASS(SEE •a I MR SECJRATDIN INSTALLATION IS ONLY VALID Q HV WALL HEADER INSTALLATION (9]N7A FOR WOOD W/MIN.SPECIFIC 12 FOR EET 2a 1yt I EXISTING 122 FFM St N I GRAVITY OF 0.50'AS DOUGLAS I 8A6CS L) (w I On W ELADES(20 1 OR ®� FIR OR R SOUTHERN PINE No.2, I--SSEE•SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 1 OR 1 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OT HV CEILING INSTALLATION OU HV CEILING INSTALLATION I YD L�MX r OR ®* I lAId.SEPARATION I I ( MIN.SEPARATION I I '�SMEMLE ON SfEF TO GLASS I I. TO CLASS EXISTING 12 FOR O_QEL7M7 -�(SEE SCHEDULE I 1 EXISTING �--(SEE SCHEDULE ON SHEET 12) 1 G�S\ j Oat®atl1t 1 ON SHEET 12) Glass-- \YI I I I 1 i I ALTERNAT I I( I 8 I I EXISTING 8 wALL LOCATION CLASS 2"x6•MIN.W000 F@115H I I I 3/6 Mat -'1 0 1/4' O 810x3/4'HEX DELI(REQUIRED .. M 19 Max. 6 . 7uat. WASHER HEAD TE K I (NO FINISH ALLOWED) 2•x6•MIN.WOOD SCREWS 0 12•mc \ 13 ® DECK REQUIRED(NO ��- EDGE OF DECK OR FINISH ALLOYlE0 - IF APPLICABLE W E EO 1/4.0-20x3/4•S.S. EDGE OF DECK E20 �" 1/4'o F.H.TAPCON WITH �f 1/4'0 TAPCON VlITH PHILLIPS TRUSS HEAD F APPLICABLE �� ADVANCED THREADFORM ADVANCED THREADFO1 Min. MACHINE SCREWS �� EDGE Imo_ TECHNOLOGY`�� TECHNOLOGY W/t 1/2'Nin. Y!/ 1{4'-20 NUTS 2.1dIN. 2 MIN• DECK IF IJ PENETRATION OF 1HREJADED In 2'x4•CONI. PENETRATION OF 7HREADEO O 12 O.C. - APPLICABLE =2"'AIN AREA O MIDWIDTH OF W000 SILL PLATE AREA O MIDWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1 PLATE. 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 ON SHEET 16) ♦ SEE U ATOF USE OF BLADE�O10N5 N SHEET 28 OX HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION 17ddC/ EL Tit 8.71-- WO HV FLOOR INSTALLATIONFLORIDA BUILDING CODE(High Velocity Hurricone Zone AAtA��r ✓�A Q2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC: Ate' : c, risF '• BERTHA HVA+ No.4416T ;*. 1 L E CO t N C. A■S■S■A■ Accordion Shutter System .V:BLADE 11 W/OR W/O KV.WNDOW BLADE&KV.BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems. REV.H. DESCRIPTION DATE IORAWN BY. L.C. 6355 101.36th.SL.Sb.305.VRGM CAROTIS,FLORIDA 331 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 �, r,� ?.•aU�,.` Phone:(305)871-1530,Fax:(305)871-1531 4268 West Roads Drive J e-mail:Ult.DaW—. West Palm Beach, FL 33407 3 DRAWING No o At .�.1 EB-OW6719 Phone: (800)432-2204 . Fax: (561)209-8380 1 7—1 02 — WALTER A TILLO Jr.P,E. 4 P.E._i&/SICt)AMWR/DATE FLORIDA Uc.A 44187 6 SHEET 6 19 OF 28 i I i END INSTALLATIONS n HV & 1A HV* BLADES INTO 2"x4" MIN WOOD STUDS 2•.4•MIN. ..�. �. \ �, `'. \. WOOD SCUDS. 1/4'4 TAPCON WON � (AS APPLICABLE) \ 1 ED THRFADFC 2`X4'Mw,WOOD \ /( TECMNOLaaT(FYN B1RpET( STUDS REWO. WOOD SR/DS, \ / ANCHORS 4 8.O.C. - 2,4'MIN.WOOD ) WALK. \ ! wJJ t Tj2•MIN.TitRFADEO STUDS RE'0'0. (AS APPLICABLE F1N611 PESfEUtARON INTO SKIDS OR (� W/WN.1/2THREADCD EXISTING CLASS / ( PENETRATION OD 1/2•COX ` f flNSSN \\ PLYWOOD IF!TO STUDS EXIST. EXISTING GLASS' f%6UNC Cf7Ir� f EO j/� / I EXISTING CUSS MN.SWARA� _-t / \f T f/2-MIN.COX ~ '^ C G (I� .• / , L; • 10 CLASS(SEE 1/2'w",COD. MNL SOPAROgT/ MH SEYWATRXN / FXXE IDea ` PLYWOOD. n TO CIA$S(SEE ~ WA•3FA4AION ON SHEET 28 FOR i f161) W SOEDUE aN SµtT 9J�I:DOtaL ONE T 1/2'MW.Cox— TD rAASS(sTE BADe�d�t� (BO 3 TB)COM. HASH 1/2'Mw.COX Q TOR w26 Am — iQ!s die F�Oa PLrama. 1/2• 1�2E�tE� T/2•MN. PSIATE.(IYL LOCiTTEE 1/27-7PLYWOOD. ttA[�5(pe� WALL ((t 9AE'Smh oN SFFE7 ze FOR AT EITHER SDE M1N FM 1 1• a,11Nc /10x7/2•S.M.S. aF 4�)� 1 •�/a'.r=r i 016 O.C. (110x1 2•S.M.S.��..// I -"`—- r i7 %a�Iga•'awi uroaf,leer ` -..~ 016,C. _ TIP�aar11/i tiaNw� 5 4 4 ` Ta wL 9 1.04 F- .C- R�A SEE OEGIL x F 1 OR 0� tett u aaav mt ergs I 1 8R 4 SCE CONNECTION SEE DETAIL x FOR 1 OR To TRACKS S£E tIE7AL x FOR �m®•©w 80 to•Q« J SIDE CONNECTION 6 6 (D-(D SSE CONNECTION �}�} �mO•UT mO O .1/ To RACKS : «L+•�3« _ iim�«�J•Q�°1���a Pim® L«Q Q- f3«g•(77«O«�4« 10). «®•@ 0.0« To rRAcxs Im• (D-0 ®m©•�i•gym m�mg7. m©.®m ©•U ep,®m®.gym®.�5 �„�m�s,,�gm©•�7m ®'a« C& 8.(7). �'�«r,�•t)«O 4�« END CONNECTION DETAIL 7( END CONNECTION DETAI1 ® EXISTI NG -END CONNECTION DETAIL(A)�Q END CONNECTION N DETAIL COSTING GLASS 1/4.0 TAPCON WMA 1/4.0 TAPCON WITH i itioniz ONLY FOR SPANS GREATER Rt N 12'-0• ADVANCED TNREADFORM ADVANCED THREADS S ..� TECHNOLOGY TRY SUIEOEX IECNNOway TfYt 6tRLDEX 2•,4'Mw.WOOL 'THREA 5 FL`L ANCHORS 1410 /1 1/2'Mw. i -,�,-, MN SEPARATION S1W5 REO'O. 1HIiFADEO PENETRAIWN THREApEO ENE1P 'G .410,1 2•S.M.S. MN SFPARAIM1ON aAss t t> f Otto STMOS 0 T2.O.D. Vale STUDS o 12.0.17 116 6c 1p uWA ♦ SEE LIMLTATIONS OF USE OF SONmIAE dt sEEr �. \ '�.\ •._�. �. '. 1/2'MIN. 608DNE DN s�¢T 4 BLADE )A ON "EET 28 12 FOR BADE(DAND •' i ! / / =-/1//):t 12 FOR B.AOE ODA D 4 ON S�m 789 gm--4i 1 - - - 4 ��• - - f 2 aROR 1tOft� rR(04 t 8 2`MRN. .Mw 4 i I Q4R ' 4 // ' C� � C� C� fm®m©•Oj m6C� 10•�m LWALL FINISH Z',4'MIN.WOOD I :WAl: �Sm®.Q7 m® f0.�3m ORt CF OR VIEW Y �1D,•;�m®•��Q•Qm STUDS REV'D. FVRSNPLAN IDPQ'�•m�,®„�j,f�n« d�•o�«Q'�«'J6"fl« Q:g•�«�'®m(]e,rQm DETAIL END CONNECTION DETAIL END� /l- II �ON DETAIL FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) (\i45 per. �"� Q2017 TIUECO,INC.(ENGINEERING • ) 1$2017 F,A4TERN METAL SUPPLY, irNO, oafs ' BERTHA HVTM 0,44167 `: 11LIE p ��,� ■ ■ ■A■ Accordion Shutter System L t .V.RUDE 11 W OR W/O H.V.0DOW BUIDE&N.V.BLADE T+ TfwT TESTING k ENGINEERING COMPANY American Shutter Systems REY.NO DESCR"OH DATE DRAWN RY: LC. -�5 /F• \ 6358 N.W.38%SL,50.305,VIRCOM CARD0I5,rw.3316C Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 \ y•Y�•4�T 1\4 PAone:(3D5)D71-1530.Fmr:(305)871-1531 4268 Wast Roads Drive 2 �Q FFS... c-mall:tatecocool.com Nest Palm Beach, FL 33407 3 DRAWING No ,t EB-OD09710 Phone:(800)432-2204. Fox:(561)249-8380 �"' O2 WALTER A.T1LL0'Jr,P.E. s P.E! TUB/WE FLORIDA uc.8 44167 5 SHEET 6 20 OF 28 M D0 * NOTES ON HD LOCKS AND CENTERMATES: 1�« 0.TERNAIE 34 LounoN 1. MANDATORY CONDITION 4 1: ONE� H.D. LOCK SHALL BE USED FOR 1 Q«i�Z)•s�3 ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, FIVD NVB-NOD HDA-WA 31 OR 2 AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS A�INSID�OR OUTSIDE LOCK, ATTACHED HEAVY DUTY SYMMETRICAL 34 CENTERMATES WITH (3) 8 x 3/8" LONG FLAT S.S. M.S. LOCKING RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. s � D ffi0 2. MANDATORY CONDITION 4 2: LOCATION OF(3� H.D. LOCK SHALL BE AS z °- Z INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". o o 0 (32; H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II II II 8 THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF Z SHUTTER. OL ¢ ALTEmu 34 Lou N ��¢ Ln II 'SL in ( Z xVE-HDE n- E l7 S S T-1111 I SEE END CONNECTION cc DD EE n• ca DETAILS 0 SHEET 24 TYP. FULL ,uuttro vnm HEIGHT. LO OR®DR© +TOR + (5)aR$.+ 15 TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. tj5,ft�T7iilesosas FLORIDA BUILDING CODE(High Velocity Hurricane Zone) t ✓�� ®2017 TILTECO,INC.(ENGINEERING) m201BEPLY, INC. 1�THAuPHVTM No,441S A Accordion Shutter System 1 L E C O I H C. ■ N.BLADE#I VI/OR W/O H.V.VINW11 BLADE&H.V.MADE 0 � i American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. r TILUT TESTING & ENGINEERING COMPANY 6355 N.W.am.5L.5ra.3a5.VI om 642ms.rLmDA 3310 Association, Inc. I OLD I5-079 01/10/17 DATE: 07f26/17 4268 West Roads Drive 2 Phone (]05)871-1530.rax (]l1S)871-15J1 DRAWING No -`��. l� a-maDi 11teeoaaol.com West Palm Beach, FL 33407 = nt Ee-0006719 Phone: (800)432-2204 Fox: (561)209-8380 4 �7—�02 wY WALTER A.TILUT Jr.P.E. P.E. S�r/SIDNARIRE/DATE FLOR10A Ue.!44167 5 SHEET 6 21 OF 28 i POURED CONCRETE ANCHORS CONCRETESEE SCHEDULE ON 1/4.0-20.3/4'S.S. REQUIRED SHEET 26) MACHINE SCREWS USING 1>-'- 1/4'-20 NUTS O 6.D.C. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) /E�( REQUIRED ! 111 EDGE OF WINrot�T04EO 1 B ////% ' r,/E'o•" / %/ A SLAB IF i laN.SCPARAnWI T 1 2 (SEE SCHEDULE ON '-(SEE SCHEID E oN- 1 O SHEET is) / --- �'% /rl r/,EO' I'EO%.' ' '' / SHEET 25) EXISTING GLASS :W TN , EXI OPTIONAL I / , . �, / , EDGE OF--SLAB IF EXIL�ANSSAPPLICABLE / { i j EDGE OF - / / SUB IF / /; /� - / i APPLICABLE ON MtN sEPAtUT / �' r'/ -r , / ; f i TOcuss To Goss / f_ SEE SCHEDULr(SEE SHEET )aN SHEET 25 2 ,-'1, - r / :" l :'/' COPOUREDJ NCRETE ,C 0• •" EXISTING I I POURED CUSS CONCRETE FLIT HEAD CONCRETE ANCHORS REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SE SCHEDULE ON SHEET 26) (SE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION © HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING GLASS . yw.SUAR�T10N I{ I wHTo MUSS f 1 1 YIN.SEPAIWRON Gu55—_ {— TO MASS { T 2 —(SEE ScH otxE On— I { O 10 GLASS O { (SECT'HOT ON '{ i i e 25) U d (SEE SCHEDULE ON U I ) EXISTING 1 ,I I , SNELT 24) { GLASS�i EXISTING f I{ I I D i{I Muss ALTER / % OPTIONAL i I1 (114.J/4'HEX i ANCHOR I 814x3/4'HEX WASHER • d r,%/,J/ { OPTIONAL! -T i i { TEK SCREWS , LOGTION {I 1 I HEAD TEK SCREWS CX 11 e 01 6.O.C. '6'O.C. W, r-___ a { g I 5 CONCRETE ANCHORS v I 6 t 7 SHEEP SCHEDULE ON %•,,� %c"-- - 814x3/4' HEX HEAD___/i _ H) TEK SCREWS{7 3'O.C. "..REIE. 18 OR 1 4'0-20�S.S.M.S. EDGE SLAB OF :'''f%i '/ '!'.•.n/ / ♦ /'' / CONCRETE ANCHORS �'% , ,i• / r / W/NUT�J'O.C._-� (SE SCHEDULE ON n� APPLICABLE ' ///•r,,•-i /_E:0/2! i-/'./�''/'_/ SUB T i SHEET 26) - / - , , - / ' P UJPS0T 3RUUSS HEAD APPUrABLE POURED MACHINE SCREWS I i -' i / /' CONCRETE - . l USIND 1/4"-20 I:/: n i- // /./% ' U I/ /,; % EDGE OF { - E-D.' E 0• POURED CONCRETE (SEE SCHEDULE ON - - .1 7 e; ;'1.7 , • ! REQUIRED NUTS tD 6'O.C, / /' %•/ f' SLAB IF WALL REQ'D. SHEEP 26) �/ ,/j/ / `/ /E-p�% `/ APPLICABLE - °''� © HD FLOOR INSTALLATION POURED ©E HD WALL SILL INSTALLATION CONCRETE REQUIRED NOTE FOR COMBINATION OF sEcnoNs: Q ,HAD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE I-SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: 3/8"=1" ASSEMBLY ' (SEE SPECIFICAGE TISTANCE ONS ON SHEET 26) j1woop/ ` IN NOUI1TINc SECTIONS CAN BE ca1Ae1NED FLORIDA BUILDING CODE High Velocity Hurricane Zone IN WAY TO S I ANY OJSTALUTION. •.'•••EN . J _� ®2017 TILTECO,INC,(ENGINEERING) (0 2017 EASTERN METAL SUPPLY, INC. Si'':�' - BERTHA Hdh- * ` ND.44167 �� E C O eNc. A■S■S■A. Accordion Shutter System ' .V.BE 01 W/OR W/0 HV.W7P1oOW BLADE!s N.Y.BLADE �•• ;•� $ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE 113RAWN Bf:' I.C. Q••. 'tom � MTss H.W.3eu1 s1.,St..Mos.vlRcuMr,GARDENS.EwR:OA�'6 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 p Phone:(305)871-1530.Fax:(3OS)871-1531 4268 West Roads Drive 2 '•.......i�' EtS/ 3 DRAWING No a-maD;Glteco0aol.ewn West Palm Beach, FL 33407 �A191 F /1 WaTECn000006719 P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-10'2 P.E•Si%•/S 9f6iE/DATE FLORIDA Uc.9 44167 5 SHEET 6 22 OF 28 SFE END WALL CONNECTION DETAILS ON SHEET 24 A' -F EXISTING GLASS INSTALLATION OUT 90' I IN V * SEE NOTES ON LOCKING RODS 3® INHV& HDD LOCKS ON SHEET 21 I L/ BLADE `O OR®OR©+IOOfl SEE END ION DETAILS ON L SHEET E24 ————— EXISTING GLASS L-------- ------ ---------- ----------------5 2•x2"xI/B-x0'-2" 2 (fi063-T6 ALLOY)ALUM, 1/2 35* 35 TAPOLONµCRO 1 TO I l.11N, SEPARATION (OPTIONAL) 4* (OPTIONAL) g14:3/4"SJJ.S.0 12' (4) H.V. CONCRETE(TOP/80 D.C. TO GLASS (a)Bux1�2"s.Hs. I (SEE SCHEDULE PINS (TYP.) I N 4 H.V. 33 TO TUB AT EACH ON SHEET 25) ( ) ANGLE.(TIP) 5 a 1/.I\ 6 1/2" PINS (TYP.) a s h N 5 90' 1/1. r 1/2. '® )ut 0 T!�/, 2" 20 31 OR 32 31 OR 32OR 32 31 OR 32HVA—HDA * L$3 35 4 g ofl®aR© +O7 DR HVB—HDB (OPTIONAL) HVC—HDC — r—EXiSING GLASS (oanoruL) OUT SYMMETRICAL HD CENTERMATES /L SYMMETRICAL HD CENTERMATES W/ (3 }« LOCK (INTERIOR) W/ = LOCK (EXTERI091 MIN.SE N TO GLASS FIN 5 ,,� ------ (SEE SCHEDULE ON SHEEP 25) I / O+ ®OR®+ J%. (13 ------- ----------- 7_111 coNCRETE'` I >" 3 ANCHORS I / HO O.C. d VARIES � OUT 6 1/2"MAX.SLACK HVE—HDE -POURED CONCRETE OR CONCRETE BLOCK WALL HVD—HDDLrj7Ernni,�i.��� REouIREo FLORIDA BUILDING CODE(High Velocity Hurricane Zone) v111�P�\ •.•••EA;•S.'� TJ�Z ®2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. JG BERTHA HVTM No.44167 `: 3 ■■ S■ Accordion Shutter System * : L E 4►® 1 PO c. A.S.S.A. Y.BLADE p1 W/OR W/0 H.V.PANDOW BLADE&H.V.BLADE 12 v TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: L.C. v ` �O •� RJ '•``,4,����` 11355 N.W.36b.SL,S's.305,VIRGWU GARDENS,rLOFaoA 33ief Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 Phone:(305)871-1530.Fax:(305)871-1531 4268 Wast Roads Drive 2 s �••y..�...••'•``�� 111 —.1 L'Itacoo-L-m West Palm Beach, Fl 33407 3 DRAWING NO •S/'+W74-��"r �F WALTER A.OTLLrriJr,P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 P.E.SEAL/SIGNATURE/DATE FLORIDA Ue.g 44167 s SHEET 6 23 OF 28 P\ POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR •\! / OR CONCRETE OR CONCRETE ! OR CONCRETE \! CONCRETE BLOCK VALL ,, BLOCK WALL REQUIRED i BLOCK,WALL REQUIRED BLOCK WALL REQUIRED REQUIRED I �� j' /"� j. \ / EXISTING GLASS , / EXISTING CLASS 1 / EXISTING GLASS 'CONCRETE IANCHOR'f / EXISTING GLASS /� / ,--� l /� 2"MINS.' 0 16"O.C. l __— i / f I ✓ __ f� J_ _..I) /�' T: `1. i` Z _( <, Z"MIN..' 1 -7 MIN. SEPARATION f - MIN. SEPARATION EQ 'I 1 EO/ i MIN.SEPARATION % l TO CLASS % TO CLASS MI GLASS ON 1/16"x3"MAX. TO GLASS % (SEE SCHEDULE (SEE SCHEDULE ' SEE SCHEDULE (fi063-T6)COM. (SEE SCHEDULE I ON SHEET 25) ON SHEET 25) ( ALUM.CLOSER ON SHEET 25) (LOCATE AT 6 ON SHEET 25) PLATE. (LOCATE 1/2" - EITHER SIDE AT MIER SIDE MIN ` ' OF Q) 1/2•MIN. OF 4 I -_--- #USE 1"OR 2"MAX. ®1140/2•S.M. I I f' (AS APPLICABLE)x2"0/8"4•-2" ®140/2'S.M. ___—_ 0 16.O.C. I _—_—_�' ALUMINUM CUP ANGLE 0 116"O.C. !I / 4 / (606]-T6 ALLOY)AT MIDEIGHT 4 (1) #14x1/2"S.M.S.TO 14& \ (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1"O.C. (LOCATE AT �}� 5 1 SIDE CONNECTION . O EITHER SIDE OF `U' i SEE DETAIL X FOR © TO TRACKS SIDE CONNECTION 1 SEE DETAIL X FO 4, �� (] +OOR®OR@+ OR SIDE COD NTRACKS 6 +OCR®Oft +fl )OR OO�O+DOR ECTION TO TRACKS 6 +OORO$ OR fI}1114 @OR n+@ Oi O + J OR`�4© O+© \i 19t(il) t7� END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL 03 END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12•2" POINTED CONCRETE OR "_E POURED CONCRETE OR CONCRETE BLOCK WALLCONCRETE BLOCK WALL 4 777' , T/ - GLASS REQUIRED / REQUIRED-EXISTING GLASS - G—('�} 2•S.MS./ D, y-----I MIN.SEPARATION „�O.C. % TO GLASS _______-__ '`_-______ +7___ OR®DRV 1/2"MIN. (SEE SCHEDULE ---MIN.SEPARATION \, ON SHEET 25)TCI GLASS(SEE SCHEDULE /�CONNCCHORCIN SHEET 25) ) S i- %6q 2 ®G C 1/2"MIN. I — _!a:MIN. _ _—- � @OR®OR@ '(7- '- E0 IEW Y //2:•I !2"MIN./ PLAN 5 i DETAIL END INSTALLATION �O�ODR©+AOR °R®°R©+UDR O HV BLADE INTO CONCRETE OR 00 • OR t S+ (DO + + CONCRETE BLOCK WALL. END CONNECTION DETAIL 041VEIRUTION DETAIL @ FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1 "•. CQz°n nLTEw,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. %u BERTHA HVTM e 0.44167 ? A S S A Accordion Shutter System V.BLADE 1 1'J/OR NJ/0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems RCV.N. DESCRIPTION DATE DRAWN EY. L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-076 O7/2s/n DATE: 07/26/17 CT l 11 0355 N.W.301h.SL,St.365,VIROMIA GARDENS,FLOROA 3318 Went P West Roods Drive 2 DRAWING No Poona:(305)871-1530,Fax:(305)671-1531 West Palm Beach, FL 33407 X11 o-ma0:071ecoOeel.00m J EB-00067111 Phone: (600)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A.1LLUT Jr.P.E. P.E SEAL%SIGNATURE/DATE FLORIDA Uc,B 44167 5 24H OF 28 MAXIMUM SHUTTER SPAN NOTES. ♦ SEPARA710N 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. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING 15 3". L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. CENTER A_TF� 31 OR DESIGN PRESSURE RATING. W NO/ ONE HD 4 LO K & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING DS 35 ♦ MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, wxtwu POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. A.S.D. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RATING DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (P-0 ALL MOUNTING CONDITIONS (+OR-) L 4 (B) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 0 OR LESS 15'-5' INM IMUIM DETERMINED SPAN BETWEEN 'L+"AND 'L-". 35 14'-10' 18-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17'-10" COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING INSTALLATION LEGEND 45 13-11 17'-6" MOUNTINGS: SUBSTRATE POIRED CONCRETE 50 17'-6" 17'-0" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: MOUNTINGS (SHEET 22) 55 13'-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 BR, CC, DO, 75 12'-3' 14'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING FF & GG L1-=- MAX.0 12'-0" 14'-0" DETERMINE:AX. LSPAN FOR WALL MOUNTING INSTALLATIONS. 85 ,1'-10' 13-7 L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6" 13'-2INSTALLATIONS, 95 ,1'-3" 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6' MINIMUM BETWEEN 17+", "L2+", 'L1-"AND 'L2-' 105 10'-0" 12'-2" 110 9'-6' 11'_11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE 115 9'-1' 11-8" RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 B'-9" 11'-5" 125 - 11'-2' 130 135 140 - 10'-6' 145 - 10'-4" 150 - 10'-2' 155 - IO'-0' 160 - W-10" 165 - 9'-9' 170 - W-7' 175 - 9'-5" 180 - 9'-4"9'_2- HV BLADE ,B5 - 190 - 195 - 8'-9' III'0'\tk A.7141 \7 .• T'_ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \\\ ®2017 EASTERN METAL SUPPLY, INC.� F•• � Q7017 TILTECO,INC.(EttGINEERitIG) No,44167 BERTHA HV> TM A, �,�® Accordion Shutter System '., .V.BLADE 01 W OR 19/0 H.V.WINDOW BLADE&H.V.BLADE O American Shutter Systems REV.HP DESCRIPTION DATE DRAWN BY: LC. �• �� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-079 07/26/17 DATE: 07(26/17 ��'� '••�J �_a5(���111 6355 N.W.35th.SL'51..305,VIRGINIA GARDENS,FLDRIOA 3316 Jir'V l vitt• Ph—:(305)B71-1530.Fax 305)871-1531 4268 West Roads Drive 2 e-mali: TIN..0-1— West Palm Beach, FL 33407DRAWING No EB-0006719 3 WALTER A TILUT Sr.P.E. Phoao: (800)432-2204 FOa: (561)209-8380 17-102 P.E. SEAL/SIGNATURE/DATE FLOFOA 44167 6 SHEET 25OF 28 • GENERAL LIMRATIONC AND CONDITIONS OF USE FOR BERTHA n HV BLADE ACCORDION SH f7'IFI7 SYSTEM WORKING IN I 1 Saw ?a+® UNISON WITH.HV WINDOW Ri anE 0AU I.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P.S.f. A G • y > 2.MAIL SHUTTER SPAN:96'. - J,ALLOWED MOUNTINGS:A D.C&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS IS& 19. a ONLY CENEERMATES 21 �2(BOTH W/IS OR Y ARE ALLOWED WITH 21 EO IN A SYN OR OPPOSING LA OUT.IN CASE OF)PPO ING 5 5 UUST BE INCLUDE)ONLY AT EXTERIOR ACCESS SIDE OF I- r 4�otr��5 CEM E S.(A)MV WINDOW BLADE 10 SHOW.ONLY ALLOW A IAAXIMUN OF 5 OPENINGS TYP.EA.E (@a@—LEND (3'0 HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 27. (0)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A OF ANY 3'0 HOLE FOR OM SHALL BE 12'. MA%.5 WINDOWS ALLOWED AT HV N - ,'�, (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE FIV WINDOW B"DC©t� WINDOW BLADE 1 i y _ (0)HV WINDOW BLADE C,A1 MUST BE USED ALTERNATE TO A SOLID MV BLADE 1D vsf THROUGHOUT SHUTTER'S DTH. '''\???��� (E)CU MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT OTHER SIDE OF THEM. c _ IS•.OI U �aA (t)POLYCARBONATE IN WINDOW SHALL BE INSTALLED 50 T TABS FACE THE INTERIOR OF THE OPE1ONG BEING PROTECTED.HV VA SOWTH�4�4T MUST BE CONNECTION Y 1%3•L\7 ONLY INSTALLED AND LOCKED USING A W SETING TOOL Pfl0Vt0ED BY ASSA. SEEDETXLS ON - �tl 9 INC. SHEET„7YP. gB FULL HEIM 8Q$ 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME rpi BURDWGSONSNEET16,AS LIMITED BY SPAN ANO AS,D.DESIGN LOAD(SEE NOTES I &2 ABOVE), fr CES - 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY SPAN AND&&D,DESIGN LOAD(SEE NOTES 1 At 2 ABOVE). (SEE PLAN FOR REQUIREMENTS) 8.MINIMUM SEPARATION TO GLASS SCHEDULE: D H TIP TOP&BOTTOM SHUTTER SPAN IAINIMUM SEPARATION TO CLASS NUMITED WID H E E/ATION MA SPARATu)"TO GLASS 9fi'Max. 5' E)DSTINC 01A55ONtHAAS® Q� ---_�� �\---------- -------------- ------ - "5 ��'P ®0 T 1SYMHA CENT-eRMATES 21 � Y%O SSO( NOTE 4 ABOV<)AND 4� 5 � TYPICAL In HV BLAQE WORKING IN UNISDA.--WITH HV WINDOW BLADE QAI SHUTTER* \11-- --., If1 FLORIDA BUILDING CODE(High Velocity Hurricane Zone 54,1`1 y .4\Ce�Sr''✓� 02017 RLTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. C C BERTHA HVTM 44167 AI.S.SI.A. Accordion Shutter System N.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 6359 N.W.35th.SL.Ste.305,MRGM 04LDONS,FLORIDA 3316 Association, Inc. I OLD I5-079 07/28/17 DATE: 07/26/17 Q�. V11n ,L11 Ph ns:(305)071-1530.Faz:(305)871-1531 4268 West Roads Drive 2 11 o-Mau:Otaa00401—m West Palm Beach, FL 33407 3 DRAWING NO EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A TILUT Jr.P.E. P.E�YC / 1�TURE/DATE FLORIDA ua A 44167 5 SHEET B 28 0F 28 REWIRED MINIMUM _ ' INSTALLATIONS W f n HV BLADE & HV CENTERMATES 01 -12.000-Mox.r-• 6•x 1 1/2'x 0.035'TIOCK IES Min.ASTM A-653 GRAVE 40 2"VARMox. a Min.G-60 GALV.STEEL w 436 INTO METAL STUD WALLS * 0083' �L ----------`----- METAL STUDS Ai 18'O.C. p Op• ®6- C. 40 4 0 0 "'------ +/2' 475" * 43 1 f4"o NOMINAL ;� 38 GENERAL LIMITATIONSN N I OF U ALUMINUM SLEEVE I +' 43a iz a x FOR BERTHA O7 HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY REQUIRED Maw. I Min• `0 91 •'° SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/41 6 1/41 0.035'THICK tan.I ®6"O.C. "o CONT.cALV.STEEL TRACK CHA 4a,I 43c I I •�-} SEPARATION TO GLASS SCHEDULE N �3.000- ASTM'-653GRADE FASTEhcDTO STUDS 1 0 6-O.C. 39 I 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.f. Mom. GALVANIZED I EXISTING FINISH I / MINIMUM W/(2)®6x1/2'TEN SCRL145 a! I INTERIOR&EXTERIOR FACE ; AS APPLICABLE 1 + 2. MAX. SHUTTER SPAN: 84" WIND ZONE SEPARATION ASTM E-1996 43c LENGTH + 1' 1 MIN.SEPARATION TO GLASS (SEE SCHEDULE) 43 EXISTING GLASS--1 TO GLASS i I Ci?. 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 14"0-20X3" BOLT 1 THRU 3 1" 1 r (TYP.) . MUST PENETRATE EXISTING FI14I511 , w 4. ONLY aNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I AS APPucABIE I WITH 21 ARR139XG(133� EN A SYMMETRICAL LAYOUT. 4 4" REQUIRED MINIMUM 1 h 1 3/4•x 0 1/4•x 0.035'THICK Ix..1 USE O (2) LONG, MINIMUM) MUST ALWAYS BE t.373'CONT.GALV.STEFL TRACK CHNWELI qac 430 INCLUDED ATTERIOR OR INTERIOR ACCESS SIDE OF a 250' r -.050" o ASTM A-653 GRADE 40 Min.G-60 1 ��_ .. 1- GALVANIZED FASTENED TO STUDS 1 0 6.O.C. 0 6•D.C. CENTERMATE. W/(2)06x1/2'TEK SCREWS ON I INTERIOR&EXTERIOR FACE 1" O 1.IIn. _ 1/4"0-20 THREADS dW I"_�,i=J BLADE SLACK DETAIL HVF IS VALID FOR 43c 1f4">� ELCO CONSTRUCTION _� '!`��l 1/2" fZ 38 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB—LOK HD REQUIRED MINIMUM W 1 �•_y���.443b /6'x 11/2'x 0.035-THCK :t 0 6" G.C. COMPONENTS Min.ASTM A-653 GRADE 40 M••sKY,fii{j�.•�. Mn.G-60 MV.STEEL •�:•••:---1 MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'OC. EXISTING EXISTING FINISH AS APPLICABLE SCALE: 3/8 1" (TYP.TOP&BOTTOM) --7———————- —— — ———————— L.1 _ ——S) 1 3/4'x 6 T/4-x 0.035-THICK Min. LEXISIING CUSS _ _ ONT.GALV.STEEL TRACK CHANNEL, ~�:e, .;. ` .+ 1s 1~•�. _ _ I - LID"E _ _ _ _ _ _ VAIZED3GRADE FASTENED TO STUDS60 SYMMETRYC 'C; A'�; SYMMETRYCAL i`:' ;;�;fi� V!/(2) 86x1/2TEK SCREWS ON MIN. SEPARATION VARIES 1 I s; 1= 1;`? TO cuss z NTERIOR&EXTERIOR FACE CENTERMATESI 1 "p .•,.q 1y'CENTERMATES W/�'a,1a• (SEE SCHEDULE) Mox.CCESS + ; l y .� ;r�x 1 INTERIOR ACCESS SIDE' 14; 4 I 1 1 MN.SEPAWON TO GASS IN 3 WL SEPAWON To GLASS IN W/etODE LOCK(SEE SD4LAF) 6"ld,n, W/CUISDE Inas(SLE SDED4 I 4 - ------- -- --------------------------------- -------- 2A ------------------------ ------------ --=�__---------------- ----- -----_ _ --------- -- - ------------------------ -- --- ----- ------------------ ------------------- --- ----- — ----------- - — --------- ----=— -------- --�— -------- I 1 - 2)42 — 21 21 J -J -----21 d T 21 1 LOCA o AT 12 _______ _______ '-- ---'------ _ _ .' ' \ HV HEADER/SIL ENDS v IEW Y 4 12 3 1/4'(Typ.) IiSgi,Min-) L 24 SIDE CONNECTION TO TRACK (Cont 6 1/2'(T7P•) MAX. SLACK ## HVA HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone `��, �:' �.•••T•••(r•''•,• ®2017 7IL1EC0,INC.(ENClNEERINC) 02017 EASTERN METAL SUPPLY, INC. No,44167 BERTHA HVTM No. 4fill E C/► Accordion Shutter System * ® 1Nc. e AYS.S.A®■ N.BLADE 11 VI/OR VI/O .V.WINDOW BLADE k HV.BLADE 12 ®p•• •` TICCIT TESTING & ENGINEERING COMPANY American Shuffer Sysfems REV.No DESCRIPTIO14 DATE DRAWN BY: L.C. e�S •'' /', \� 6355 N.W.3e9h.St.,SW 305,VIRWAA G WI%FLOR.a 3316 ASsaclaflan, Inc. I OLD 15-078 07/26/17 DATE 07/26/17 ��� Phone:(305)871-1530.Fax:(305)071-1531 4268 West Roods Drive 2 AL • —0:lilt...Oe0—In West Paim Beech, FL 33407 DRAWING No ,.....•• EB-DO06719 Phone: (800)432-2204 . Fox: (561)209-8360 17-102 1'/AL1ER A.TRUT J,RE. 4 P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 28A OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN ANCHORS SPACING LEGEND AA � (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/4.TAPCON MAX SHUTTER SPAN MAXIMUM A S,D DESIGN PRESSURE 8 I6•o TAPCDN XL RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EXIST114G POURED CONCRETE: (Min. Cc - 3192 psi) FOR CONCRETE INSTALLATIONS MINIMUM 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A:2)TO EXISTING POURED CONCRETE: (Min. Pc - 2899 psi) POURED CONCRETE - 5/16"0 TAPCON XL ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. MAXIMUMALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16"TAPCON XL ANCHORS IS 2 1/4". SPAN A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (fQ USE MAXIMUM VALUES BETWEEN POSITVE A14D 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. 8" 4 1/2" 3 1/2" - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. OR LESS 12" B. 6" 4" 3 3I4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3,. UP TO 12'-1" 10" 6" 4" 4" " 4" 3 1/2" - - - MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS >12'-1 UP TO MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 4 E DISTANCE FOR eo TAPCON AND 3 5/8" EDGE DSTANCEIFOR 5/16.0 TAPCON XL. .(. NOTES i' VALID ONLY FOR UP TO 10'-0"SPAN 2 HV BLADE ONLY 0 1�I1111j�ta'A.�j/ FLORIDA BUILDING CODE High Velocity Hurricane Zone 1 "�I,V CIy'• ✓ ®2017 TILTECO.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM e ; N0 44is7 A S A Accordion Shutter System 3 7} i I E C V 1 H C. ■ ■ ■ ■ .V.RUDE#1 W/OR W/O H.V.WINDOW BLADE k H.V.EWE Y TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No OESCIUPTION DATE DRAWN By. L.C. V i 5 .W.361n. 1.. 5. MOMFLO , RWA 3316 Association, Inc. f OLD IS—O7B 07/25/17 DATE: 07/28/17 6355 N w��1• •, ,���,,I 5%3DVIRGUA O 4268 West Roads Drive 2 Phone:(305)971-1530.Fa,:(305)871-1531 DRAWING No Wesl POIm Beach, FL 33407 a-mail:OI1,co9-1—rn 3 NAL EN EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTEll A.TILLR Jr.P.E. RE SEAL/SIGNATURE/DATE FLORIDA Uo.B 44167 5 SHEET s 26 OF 28 I ------------- -------------1 r'_i---{_ 0625 12'E:1N.CLEARAMCE t " 18Cf EXTERIOR7-5, 062-551.0625"t, TO BLADE TOP .0625" EDOE 1A SECTION X—X HV WINDOW BLADE SCALE: 1 BLADE' .1875" Y KNUCXLE 3'0 OPENING .0625 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW j (TYP) BAYER MAKROLON 3103 POLYCARBONATE 0.0625" RESINS, UV—STABILIZED GRADE OR SABIC EO•--1-•---EO INNOVATIVE PLASTIC LEXAN 103 RESIN FIAT PORnON.� (SEE NOTE "F" ON SHEET 28). OF BLADE i 1 f .,ti1tA ~/ EXTERIOR / c' A{¢ 1.3750' POLYCARBONATE SOURCES FOR 44 W WINDOW •�' APPLICABLERESULT X �/ TYPICAL PROPERTIES STANDARD uet W rn smla+xrve 02.8750 .;L`y� /� REFERENCE ULCUO(OL sax 103 PU03 41CiV1aEGtWi 3163 Ik7AH 103 TE9Tt PHYSI ±513/4' SPECIFIC GRAVITY ASTIR 0792 0.043 Ib/fn' 0.043 Ib/in' ON CENTERS IJECHANI A TE145JLE YIELD STRENGTH ASTM D63B 9,400 p.sl 9,500 P..J. 2 7/8'MIN. FLEXURAL STRENGTH AT YIELD ASTIR D790 12,500 P.S.I. 13,400 ps.i. CLEAR L24 FLEXURAL.MODULUS ASTM 0790 340,000 p.s.i. 345,000 ps.i. C SEPARATION 8LEAR 03.7500 1MEADL BETWEEN BLADE TABS .0625" 03.0000 NOTCHED 1200 ASTM D256 18 FT-Ib/in 17 FT-lb/in OPENINGS �.1 -.,06255" � FIRE„BLiRNINS HApA _S_CTER1STICG' SMOKE DENSITY ASTM 02843 47.2$ 64.5'J.MAX SECTION Y—Y RATE OF BURNING ASTM D635 C-1 CUSS C-1 CLASS SCALE: i" = 1'. 7500" 50.F IGNITION ASTM D7924 7040'F 480'F wFSTH RIN-: ASDA G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 P•s.i. 8840 p.J. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 P.S.I. 8880 ps.i. SCALE: 1" = 1" 12'MIN.CLEARANCE .10 B LADE BOTTOM TYPICAL HV WINDOW BLADE 1 A AND. . SCALE: 3/8„=r" PtQ-Mn &BONATE HV WINDOW DETAIL FLORIDA BillLi)lNG CODE(high Velocity Hurricane Zone) 020}7 TIVECO,INC.(ENGINEERING) 02017 EASTERN IAETAL SUPPLY,INC. No.44167 % ��MLE --�6�im BERTHA HVTM� G . A.S.S■A. Accordion Shutter System V.BLADE 1 W/OR ptf0 N.V.1YINDOW BLADE&N,V,BLADE 1 t American Shutter Systems REv.Ns DESCRIPTION GATE DRAWN BY: L.C. 4 TILUT TESTING & ENGINEERING COMPANY p t, Association, Inc. i OLD 45-079 07/26/17 DATE: 07/26/17 T-y 6355 N.W.361x.St,S..505.VMFINA GAROFNS.FLORIDA 3316 '-A, j/ •'�, ' 4268 West Roads Drive 2 Phono:(305)871-f530.Fax:(395)871-1531 West Palm Beach, FL 33407 DRAWING No a-mail:t8kco0taal.aom 3 ' tOIVAL�,. E8-0006770 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 --' WALTER A TILUT Jr.P.E. P.E.SEAL/SIGNATURE/DATE NtOA Uc.g 44167 5 SHEET 6 27 OF 28