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HomeMy WebLinkAboutProduct Approval 0 Florida Building Code Online Page 1 of 3 i I I � it it ° • � � BCIS Home I Log In User Registration j Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links ,Search I I Florida Product Approval USER:Public User Product Aooroval Menu>Product or ADDllcation Search>ADollcatlon List>Application Detail FL# FL1850-Rll Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 CI 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. 2 Validation Checklist-Hardcopy Received I 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 i https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 I 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 I i Summary 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 FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.. additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R1I 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 HVI.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 HVI.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 HVI 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. I ' i Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an WEED employer,Cooyrlaht 2007-2013 State of Florida ::Priyaw 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 mall to this entity'Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 99 M I I https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f'%2ftCOhpJQ... 3/24/2018 i T I I L ECCO INC. TILLIT TESTING & ENGINEERING COMPANY iWALTERA.TILLIT,JR.,P.E. tilteco@aol.com _ PRODUCT EVALUATION REPORT FL E.B.Urense 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. Tlllit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61 G20-3, 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.): goo,////////r<�,y Drawing No. 17-102 (revises drawing # 15-07pq . 1` A H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thruy� �2 tj '15A and 28A of 28, prepared by. Tilteco, Inc.; signed andA+ eta W-A. Ti1(it, Jr., P.E.; dated 07126M.This drawing is an integral 1 c)f th E etpo -.Repprt. �r a STATE OF OF Ipi p�airr®of?,o"o 6355 N.W. 36th Street, Suite 305,Miami, Florida 33166-Phone: (305)871-1530-Fax: (305) 871-1531 I I PRODUCT EVALUATION REPORT NO.17-0726.07 2 I 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 Lab (ATL) of South Florida, Reports No. 0214.01-03, 071.5.01-03, dated June 27, 2003; and January21, 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 201, 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 203. 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., report No. 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-718, dated June 22, 2010, and Report No. 11 CM-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 1 A Large missile impact and cyclic loading under TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform Statjeld 4 accordance with Protocol TAS 202 per section 1626 Protocols TA ,J1N=, t reports ;prepared by American Testing Lab-of South Florida,, o,,##' 'F�08 and No. 0725.01-OS (Addendum), dated 07/19/08 and 08129/0$, es i ,`signed :and sealed by William R. Mehner, P.E., and Henry Hadeft y ,i r°Ist/�tlg« I I i 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, .lnc„ dated July 31, 2006, May 23, 2008, July 1, 2010, and 1.0/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 4.0412712011 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 ir� ��rated of Product Evaluation Document (P.E.D.), drawing No. 17-102. �a " -r span for HV Blade 2 shall be as indicated on sheet 25 qP+ rA. 3taluation Document (P.E.D.), drawing # 17-102. Maximurrr►�� ';hdr� r�•;s`I�if%be as 'indicated on sheet 26 of 28 of Product Evaluation Docwent P. .1 d wing No. 44167 z 4 o �M �ONaL s��ss�oi/11° R i PRODUCT EVALUATION REPORT NO.17-0726.07 4 i 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 ing No. 17402. Minimum separation to glass shall be Document (P.E.D.), draw as .indicated on sheets 6 thru. 11, 18 thru 20 & 28A of Product Evaluation ` Document(P.E.D.), drawing No. 17-102. l 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. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28 and note 10 on sheet 1 of 28 of Product Evaluation Document (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. Alf f�aL�ER A. NO. 44167 i I f I PRODUCT EVALUATION REPORT NO.17-0726.07 5 j 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. 44167), President of Tilteco, Inc. (Florida EB-0006719). i ......... NS• �/,� No. 44167 Y a • fir : r NAL "'x^reRii a/ � I GENERAL NOTES:t 0�N.V.ACCORDION SCODEEP. SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.DJ HAS BEEN VERIFIED FOR COL1PlWY.,E IN ACCORDANCE WITH THE 2017(6th EDITION)OF TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONEO CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECNONAIM FACTOR 0-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.) DESIGN PRESSURE RATINGS L401CAM ON SHEETS 12 THRU 17.25,26,28&28A. AREA 1• HV BLADES(1a A & IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER to COMPARE THESE W/MAX(A.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25.26,28&26A. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E-0.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV SLADEQ7 {0214.01-03,10715.01-03,81004.01-05,11214.01-05,j0317.02-06,#0609.01-10 AND fD210.ot-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA 9• F(V BLADE(1)AND HV WINDOW BLADE -HV WINDOW BLADE ®10505.01-06 AS TAS 201,202&203 PROTOCOLS AND 072&OI-OS AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) -W BLADE Q10422.01-05 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.W BLADE( AND HV BLADE�'uINEERED TO WORK IN UNISON WITH EACH OTHER IN ARM WHERE THE DESIGN PRESSURES TRANSITION FROM ENO ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E,CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY IN ACCORDANCE WITH CHAPTER 3D.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 WIND ZONE THIS SHALL INCLUDE REDUIREMENTS FOR MEN.SEPARATION TO GLASS.OEULITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR NY BLADE 1 CENTERNATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUT DING CONFIGURATION AND CENFERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE DETAILS HD SHEET TO HV SLADEOAND hV WINDOW BLADE (!3 ARE ENGINEERED TO WORK IN UNISON WITH EACH 01K51 UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEEP it 3.BERTHA H.V.ACCORDION PINS(HY$CREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE P 14X2.75 AND I! 14X1.75 RESPECTIVELY.410-14T MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 kS YIELD STRENGTH AND ISO ksi TENSILE STRENGTH.PINS SHAL BE COATED WITH BERTHA W OACROSHIELD COATING SYSTEM AS MANUFACTURED By ANCHOR SCHEDULE-CONCRETE SHEET 13 APPROVED COATING APPLICATORS.REGISTERED VAR"AMERICAN SHUTTER SYSTEMS ASSOCIATION.PANS MUST BEAR THE W MJIRKWG ON THEIR WAD. 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 600-TO ALLOY IS 31.7 W AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 6005-T$ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET ISA 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A&SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k9I MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 6.BOLTS TO BE ASTM A-207 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ka1 MIMMUM YIELD STRENGTH. INSTAL.IATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 13,74,15.15A76.17&28A END CONNECTION DETAILS 7-12 &X,WOOD SHEET 20 HV BLADE 28. W BLADE 3&© WORKING IN UNISON:13. 14& 16 AREA 3, HV BLADE Q ONLY 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT¢6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US.PATENT JT458,179 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 ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WRCRE SHUTTER IS TO BE ATTACHED TO UNSURE PROPER ANCHORAGE CONTRACTOR TO CE NTERMTE 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 CLEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TETWNT,OR OTHERS,MUST PROPERLY CLOSE ALL MMIMUM SPAN TABLES SHEET 25 HY AND HD C64FERMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS, ANCHOR SCHEDULE,CONCRETE SHEET 26 it.SHUTTER MANUFAOTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE 0.4E LABEL AREA 4• HV WINDOW BLADE FIAT ONLY SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1700.9.2 OF THE FLORIDA BUILDING CODE 5... 11 BERTHA H.V.ACCORDION SHUTTER SY5TEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 26 11(o)THIS P.E.D.PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DOAATE FROM THE P.E.D. (SEA 9• HV WINDOW BLADE n ONLY (I)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RED.,PROVIDED HE/SHE DOES NOT DEVIATE INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONMCTOWS RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY UEANS. (e)SOLE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHCCH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WIND WILL BTaMWIN�S I�ONLY STATE OF�FLORIDA 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 10 THIS TATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (s)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORICJNAL SEAL AND SIGNATURE Of THE Enwy�ER OF RECORD THAT PREPARED R, '(j9_ IO � FLORID? BUILDING CODE (High Velocity Hurricane tone) . :••'•{E •, i ©201) TC,INC.(EF21ER'G) 0201 PINC. \ NSke•. BERTHA HVTM 4415S A S A Accordion Shutter System ■ ■ ■ ■ N.g(pp9E 1 W/OR W/O K.Y.VW N0OW BADE&ILV.BLADE American Shutter Systems RLV,HP DLSCR PTION DATE DRAWN BY LCL 'a / A� TILLIT TESTING & ENGINEERING COMPANY 4+i � Association. Inc. 1 OLD 15-07f/ OIJ26j+7 OA1E: 07/26/17 D/C`!. F� Rti :••��l,A 6355 &W 3a'(JUS)871-1530N SM RFIcrA GkRDM: 7RO15 33t6 4268 West Roods Drive 2 DRAWING No `-016Ee DI�6710'"m Phone: (800)432 West `2204/ Fox`(61)209-8380 4 17-102 r'•'il,�t/I WALIER ATILT Jr.P.E. 5 SHEET P,E.S 'uE 7ANRE/OA1E FLORID,Uc./44t67 6 1 OF 28 -3•,FUR WfOOW&.Vp[® 1 VARIES • G r 6 �C� it 1 1 1,191' Mac-' .OBO• ar 9n 4 4.857' p JJl 1D 50LID BLADE r >• COVER D UNDER US PATENT # 5458179 HV BLADE 3 HV UNIVERSAL FLOATER • 4� CS HV 90'f 180• STARTER 1A HV WINDOW BLADES COVERED UNDER US PATENT Ig 5458179 QUALIFIED FOR USE W/ HV BLADED&O ®HV DIRECT MOUNT HV QUALIFIED FOR W/ 'SEE LIMITATIONS OF USE Of BLADE® 6005—TS ALLOY AND TEMPER ON SHEET 28 6005—T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063—T6 ALLOY AND TEMPER 6063-T6.,ALLOY AND TEMPER BLADE 1� ll�� .373'- J. 1 500' 606ST6 ALLO• - AN& D EMPCR .124=•i 3.556' ' t .670' 2226' 1 m TD. , 2.670' .000' 72 '842 c 1997' c i.ef 6 � 0.072' l� --�•- 0.072' 4.436" 307 HV ADJ. ADAPTER W f LIP ® 12 2 L 0 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV HV WALK—OVER TRACK QUALIFIED FOR USE W/ HV BLADE 07 &M QUALIFIED FO j USE W/ Hv )HV TRENCH TRACK ..-j ss' 3.750' # B ADE 1 &' 6063-T6 ALLOY AND TEMPER BLADE i &O QUALIFIED FOR USE W KV O ( 6063-T6 ALLO AND TEMPER, '^ / 6063-Tfi ALLOY AND TEMPER BLADE T&V ONLY. HV RAINGUARD ink V � 6063-T6 ALLOY AND TEMPER QUALIFIED FO USE W/HV 1.917' HI 1` I.B 5' t Jfi- BLADE 1 &©2 0 083' 083" ua.. VARIES 1936" 6063-T6 ALLOY AND TEMPER .035' .100 o: .12' I .060` 140' i 49, 1670 I 1 •o c .060'o :6)0" �• Y G93•$ n U9_ o O ' R. 0 4 b 3.520' p• 670 t I , o 11, HV CEILING HEADER I 3.520` 9 B-, I 670 O LIFTED FOR USE W/ HV GLAD£(1 ONLY, L2 HV HEADER/SILL 4 3.581 SEE SECTIONS FOR VALIDITY" QUALIFIED FOR USE W/ HV BLADE PI••ONLY 13 HD CEILING HEADER/SILL 6063-76 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER" QUALIFIED FOR USE W/ HV BLADE 1� 14 HD WELL HEADER/51LL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE WJ HV QUALIFIED FOR USE W/ HV BLADE 1 &�2 6063—T6 ALLOY AND TEMPER 13LADE(1 ONLY. 6063—T6 ALLOY AND TEMPER O T' 6063—T6 ALLOY AND TEMPER r MN%MN Y A4N t COMPONENT A 0 T1 T2 U� j % Y t 113 2• 5'MAX. 1/8' 1/8' NV 1O {SIDE ANGLES I I 18 2' 15'MAX. 0.192'1 0.192' HV 2 QUALIFIED FOR USE W/ HV I I CORNER POSTS BLAD£ 1U& ALUMINUM ANGLES +9' Y,5' ;7'MAX. 0.190' 0.190' Nv� UALIFIED FO USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE I�& BLADE (SEE SCHEDULE ��� 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEM FtRiT e T1 FLORIDA BUILDING CODE(High-Velocity Hurricane Zone) \ttt .�\,::•\�jGNS ''✓� Q2017 TILTECO.INC.(ENONEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM .44167_. , SSAccordion Shutter System IL ECOIa�. ■ ■ * � I.V.BLADE a1 W/OR W/0 H.V.WINDOW BLADE&N.V.BLADE ii {{{�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN Or: LC. \ BUS N.W.MR.St Ste.305.WRDMTA CARD'ar,n=DA 331611Association, Inc. t OLD 1s 079 o7/2e/n oATc m/ifi/n �90'••., ORIO,:° \\ t Roods Drive Ptwna:(305)871—iS30.Fox:(3 0 S)871-153I 4268 Wes = %�SS •" ��•\t o 11,tIIteca0aoLoo West Palm Beach. FL 33407 3 DRAWING No �7S/ON `�/I!�, WALTER A LLrt1Jr.P.E Phone; (800)432-2204 Faa: (561)209-8380 4 1 7—102 P. SEAL%gSC�tAI{1RE/DATE FLORIDA UC./44167 s SHEEf 4 2 OF 28 4,660 929' 1.576' 74' 2.�P�S,_� 1/4•-20.1/Y, 1/4'-20 GST 2M3' .745' I o.33' FLIT NTAO iXR2ADED NOV9N'O Doi,& 14 20 SAKED PABftED •- R4/ (2 Y».)\ (10 EXWEL q g I � pl aD B4ItCD PANifD F d ' 0 •,p GQESS TURN ' 1E.RASS CTU.YDERDt.d: aRA65 LYLtNOER a 0oJ ..��I &KM(CXR (CNRCNE PLATTED) t21 HV CENTERMATE 2� y MuTm) QUALIFIED FOR USE W/ HV BLADE tQ&®ONLY AQ V G C AT J 3 ® HV DOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1 ONLY �, Q o23' OUAUFIED OR USE W/ HV OUALfIEO fOR USE W/HV 6063-T6 ALLOY AND TEMPER OUAU()ED FOR USE W/ HV BLADE 1 ONLY BLADE�1 & ONLY. 250'0.0. BLADE Q& ®ONLY. 297a' 6063-TG ALLOY ANO TEMPER PLASTIC WAD -_t518 S18' I 7.756' .922' b T MOIDED 4.045' 2 SCREW ,•�.{ �if N 9' 7 ! .360'AFTER RIVETING OSJ 1/4"�-20 %'.3/4" BEFORE RIVETING I _lam I S.S. THUMBSCREW lf4 0-20 RIVNUT• ox sEaEs 9444 ALUMINUM(2024-n ALLOY)LAacE FuucE Txrl E x.73n I� VATI ISEi %W NUT,PART 1 0620.AS NANUFACTURM 9Y AVOEL PIAN FRONT ELFvnnDN I(E$ HV MALE "T" LOCK CENT RMATE 4566 DIMITY TEKTORN,PARMPPENY,NEW JERSEY 07054 OR EOWLL. 27f _LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ Hv BLADEQ)ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W HV BLADE ONLY 6063-TS ALLOY AND TEMPER / QUALIFIED FOR USE QUAUFIED FOR USE W/ HV / QUALIFIED FOR USE W HV BLADE ONLY W HV BLADE 1 ONLY. BLADEQONLY. 606E-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' W/ HV 1,17' n J.161 a o � .063' • m ti 214• .,063• ITHUM2iURN CYLINDER OR le .214' q b I I KEY CYLINDER 1n n ) 0.875'Wn. 31 R W ` e d v 0 0 p e, QUALIFIED FOR USE W/ HV BLADE T & 2 QUAUFIED FOR USE W/ HV BUtDE 1 & 2 ) i 606E-T6 ALLOY AND TEMPER 33 HD CENTERMATE'S INSERT L 1 i 606E-T6 ALLOY AND TEMPER � m g' VARIES 12'MIN. QUALIFIED FOR USE W/ HV BLADE' 1A & 2- I/4•e-20 SS.oR 3/a"-I6 t.t3D• 6063-T6 ALLOY fiANO TEMPER ; f THDMgTORN �K•nCittlr5 _ t1/2' go _ i OR KEYR _.... ........._... I S15 $ , r,1IIL—�1I�l��■�-.1I 1.57 EGn. CYLINDER �I +I J L.. ® LOCKING RODA L 375•0 1J4e HD LOCK QUALIFIED FOR USE W/HV BLADE D&(D 9) HV U Q+-16 ACEfAL HV 1 f4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIFS 233E HOOK BOLT LOCK, 6063-TS ALLOY AND TEMPER THUMBSCR 4RIES S.S. T UMBSCR S QUALIFIED FOR USE W/ HV BLADE& 1®&fD 0 'S INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE C 1 QUALIFIED FOR USE W HV BLADEot &p DRILLED AT TRACKS FOR PROPER EMBEDMENT i p/1Wit -(D / FLORIDA BUILDING CODE(High Velocity Hurricane Zone} 011 �r Cfi1S�,•{/� + ®20ID TILTECO•INC,(E+GINEEROiG) '09017 EASTERN METAL SUPPLY, INC. BERTHA HVT- * iL E C O IINC. A.SI.�I.A1. Accordion Shutter System .V.6IADE 11 W/OR W/O KV.MKDOW BLADE&H.V.BLADE12 ,a;3�/jF41iTE•4f TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems it[Y.No ocscraPnwL oATE DRAYRI 1ri L c. VRSNO c4m�a ELDxw 33I Association, Inc. 1 ao 15-079 m/2e/n asTe o7/261n •'�O• FlpR10P'•� \, Phone: 3a5871-1530.F. 4268 Wesl Roods Drive DRAWING No r ( ) :(Jos)e71-tSJI : :r�'.`S ••.....•• 11 —dill tlf«oOaN.aom West Pofm Beach, FL J3407 3 c t Phone: (800)432-2204 . Fax: (561)209-8380 F 1 WALIER A TILLRTJf.P.E. 4 1 7—1 OZ P.E. E2ClElrl+tAYJ TE FLOWDA U./44167 5 SHEET 6 3 OF 28 41 40 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV A AND HV BLADES. �! a 0 HV BLADE 1 39 n 1� HV BLADE 1A 0 HV BLADE 2 3 i 1 ® ori4, ` 4 3® HV LONG RECESSED NYLON BUSHING r 315'0 I 39 HV SHORT RECESSED NYLON BUSHING EXTERIOR 40 HV NYLON HAT WASHER �471i"m 41 HV WHEEL CARRIAGE AISI 302-303 SERIES i ' i 41 �a7mrg ,. Y 4 0.870"x3/16" THICK NYLON WHEEL. i i 3 0.188"0 AISI 302 SERIES S.S. RIVETS ® �; 1 or ( ® or ®3 (SEE NOTE FOR (D@��� Or i REQUIREMENTS) I i ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR i x '• ' POLYCARBONATE IMPACT RESISTANT HV WINDOW S i I Q@ or® (SEE SHEET 27) BLADE KNUCIM FOR l I it � 1i 11 ? i • 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 SYSTEU W/HVQ OR 00.324' HV®BLADE. : \ ® 3 REQUIREMENTS)OR (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVQ2 I BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC'AND 'DD', •t9j i S SHEET 22. (3) HV PIN®OR®W/ 1/2"O.D. 1/16"THICK S.S.WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SHEETS 11 & 24. ,N.T.S. TS. NITS, FLORIDA BUILDING CODE(High Velocity Hurricane tone) t/tl ✓'�_ ®pp17 TILTECO,INC.(EN04EERING) 02017.EASTERN METAL SUPPLY, INC. tttt s�4:'JF':�' BERTHA HVTM S I L E C O,N c. A■S■S■A■ Accordion Shutter System *' Y.BIADE 11 W/O(W/O H.V.WINDOW BADE A N.V.BLADE$ d' TIWT TESTING & ENGINEERING COMPANY American Shutter Systems M.P. aEsuIPnON PATE DRAWN 6,,; LC. 6355 N.R.36t6.St..Ste.MS.VIRG M CARMIS.rLORM 33161 Association, Inc. I OLD 15-079 07p6/17 DATE. 07/26/17 O,c '•.,!OR1D*•' 7��tt Ph—:(305)871-153D.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING No t'' 1t a- a.vnftoeom.c West Palm Beach, FL 33407 SiS/Au xt�'��,,�tt �T1 WALTEq RIdr,P,E. Phcno: (800)432-2204 . Fcx: (561)209-8380 4 17-102 P.E S�EiGdPA1;E;RTE FLOfBDA Ue. 44167 s SHEET 6 4 OF 28 (33,0« �.0n NOTES ON HV LOCKS AND CENTERMATES: ♦ 5 tc 1 MAAIMTORY CONDITION J7:ONE HV LOCK @ or(@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB W 1 2 OF SHUTTER SPAN FOR SPANS UP O 105 AND FOR INST TIONS T ANY i ELEVATION. HV LOCK or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR I 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 OpOo TYPICAL SHUTTER ELEVATION. @a ® 2. LIMITED MANDATORY CONDITION 12 ALTERH&U-JA-MMQwRy CONDITION 91 WUD QPLY FOR fl OOR& JN� TWO HV LOCKS OR 5r OR ONE HV LOCK OR y'W/TWO LOCKING RODS AT TOP& BOTTOM SHALL BE S Fn ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK Q'OR®SHALL 13E ATTACHED TO @ OR 2�? CENTERMATES W/ SAME SPECIFICATIONS AS PER a4e-�ra— MANDATORY CONDITION fT. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER II ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12.4 9-06(v "� 3.,Q 'E� N. py IF DESIRED, FOR OUTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV® $ LOCKS OR 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS O CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. '< LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. g�t3 I C/ 4. OPTIONAL CONDITION J2 WUD ONLY MEN ftDATORY CONDITION #I OR LIMITED MANDATORY OONDMON • LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY Qp E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE Tm. b �" MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). � E iQ I - g 5. MANDATORY CONDffi�1 , ONE HV LOCK(93 63 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ��$ I c AND INSTALLATIO$NS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. 1 1 Ago- Yl; AT OP&ATTACHED iBOTTOM SHALL CORNER 9ED�LOCAL ION 1OF LOCK SHALL BE AS INDICATED ON TYPICAL 2'LONG FLAT HEAD S.S. M.S.SH UTTER ELEVATION.LOCKINGTIDS � �� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 8. jjgM ALTERNATE TO MANDKTORY PHOITION JI VALID ONLY FOR W/SMMURr-AL MAIM CL i3 ONE ALTERNATE HV LOCK qg MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN FND I INSTALIATONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT I OF 1/4'0-2Ox3/4•S.S.THUMBSCREW TO @ OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4-ALUM. SEE END —J RIVNUT AS SHOWN ON SECTION WE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR 7W0 CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. 5sIDNnP G r E N I J R L o P a o r e x , *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT. OF CORNER �1. SECOND ALTERNAIIE TO MANDAMEZ CONDITION#I VALID ONLY FOR LQcg 60-AND CENVERMAJES AND ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF W LOCKS OR FOR ANY SPAN AND am CENTERMATE 11 TALlATION AT ANY ELEVATION.AL ,NATE LOCK O,g Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 6 7 -(8)-.� � OF LOCI(®INCLUDES USING REINFORCING LOCKER .AS SHOWN ON SECTION HVG. SHEET 9,WHICH MUST BE ^�^ ��r� Ojy �t lJ V CONNECTED TO CENTERMATES 0 AND-0 W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT 00-�'ce;(.-'�%,'�-='�QO) MAXIM M OABOVE R W/D4 BELOW MID PAN. USE OFTWO`LOCKING RODS 0 OP AND BE INSTALLED 15 MANDATORY.AT � OR 12' -�•v`"©•0•@8)a @- ,Sao.�� *NOTES ON HD LOCKS & CENTERMATES: �� �((HO CENTERMATES OR II�/�: ONE ALTERNATE HD LOCK 3O MAYBE USED IN LIEU OF @1' 'LJ°p�.© 19.@- 9'' HV LOCKS OR�.S FOR ANY SPAN ANO INSTALATIONS AT AN?ELEVATION.ALTERNATE HD LOCK e4 MAY BE USED �..J AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK O IS W/3 �8 R 3/8'F.H.S.SJJS..AND INCLUDES TYPICAL � HV BLADE SHUTTER ELEVATION REINFORCEMENT ORTT2 the N BELO AS W OR OA901EM SPAN.ONS DUSE OF WMG RODS IS COMPLCETELYAY BE OPTIONAL��A7 N.T.S. I1j11p,,,�„T�o FLORIDA BUILDING CODE (High Velocity Hurricane Zone T�P • y 02017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. � s9 F `' _ BERTHA HV- I No.44167 k* , Vir7rEc O tN�• A.S S■A ■ Accordion Shutter System 9 ; N.EIADE 11 W/OR W/O H.V.WINDOW MW do H.Y.BLADE 'd•. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems pLVNo c=RIPTICN GATE DRAWN" LC. M5 1LN.36M.SL.Etc 306,VAMtfih GWDGIS,FLCRU 3316E Association, Inc. I OLD 15-072 07/2gI7 DATE 07/20/17 _DiC ,V+Y+�. •\�ed` Phone:(30!)871-1530.Fax:(305)071-1531 4268 west Road. Drive 2 DRAWING No a-mon:tnboo0oot.eom West Palm Beach, FL 33407 3 ��SS�D�I�S.�P.• EB-000671E Phone:(800)432-2204 Fox: (561)209-8380 4 '1 7— O2 �4ry�r-�7;:• WALTER A.TILUt dr.P.E. P.E.S S(GYrSIIURE/DATE FLMDA Ue./44167 S SHEET 6 5 OF 28 POURED POURED CONCRETE POURED OR CONCRETE BLACK CONCRETE - CONCRETE— REOU,RED 1/4•a-2Ox314'S.S. REQUIRED_ REOUIREO _ CONCRETE ANCHORS -- - - T . r CONCRETE ANCHORS IIACHiN'e SCREWS t- .-�I""-, CONCRETE ANCHORS --"'):� "'_..�- r(SEE SCHEDULE ON (SEE SCHEDULES ON W/ 1/4•-20 ./ ) r/', f \f, , I SHEET 13) 'f- 1 f r SHEETS t3 h NSA) NUTS m 12.D.C. ' (SEE SCHEDULE ON SHEET 13 t IJ/ III 12 OR� ✓ / \. / Min. 1/4'0-20x3/4•S.S. / i -- oa 18 0 ..%�MACHINE SCREWS ,� / / , �- / )j2• ;- USING 1/4'-20 NUTS 19 ®t2•D.C. .. E.D.� 111 .250•uax. -; "uj � 13 i 5 .250'Alex, i � "' IMacE. OPTIONALOFTIONALtAFL 5'tSARARUN ' MIN.SEPARATIN TO ULASS(SEE SCHEDULEE ONTO GLASS12FOR BJ�DE 1 AD t�� 1 (SEE SCHEDULE ON 1ORMIN,SEPARATION �GtAS�S-J SHEET 12) GLAS EtADFS tog TO GLASS ( t I �'•—(SE.E SCHEDULE ON— Vas SHEET 12) ' 1 C) MY WALL HEADER INSTALLATION 1 @ HV WALL HEADER INSTALLATION 8Q BY WALL HEADER INSTALLATION EJDSRNG KN.SEPARATION GLA55 IX[STING T ' �. I MW. SEPARATION I TO MSS(SEE �• TOCUSS SGffDtaE ON SHEEf '. I I OR 1 -' 1 LmANSS (SEE SCHEDULE ON 12 FTRt BLADE rT rh MIN.SEPARATION ( SHEET 12) ON SYfET 28}F'OORR •pp TO CLASSrl. I i Bt/ S(13g 3 (SEE SCHEDULE ON - i J SHEET 12) , .f. �;/ /f OPTIONAL1 III t/•T•J E x. 'i p• / f Ma I i1i jii I, / I i .I t -1/4•Mox. ,/ L.-__r aR tloNAi i "�� t 3 oR i S E.D.- / / i i i i }� �a•,f ' • i I 1(! I // --- - 13 OR Q -= t 2 0R{1 !/ -_ 1/4 9 013/4•S-S. Min. ",/ E� E0 PHLLLIPS 1T'U55 HEAD 1/4'0-20x3/4•S.S.PHRUPS ; MACHINE SCRQVS USING caNCRc'TE ANCHORS C TRU55 HEAD MACHINE SCREWS NCRETE ANCHORS �/ �" •• SEE SCHEDULES ON (SEE SCHEDULES ON i^ / '�,�OLNr---ORS 1 1/4'-20 NUTS® 12'O.C. ( W/ 1/4•-20 NUBS® 12•C.C. OPRUCO�NCAETE CONCRETE Jl SHEETS 13 g 15A) L`` Min. ORUCONCRETE BRED LOCK SHEETS 1J g 15.A) WALL REQUIRED �i HY WALL SILL INSTALLATION cn L il �F �IV WALL SILL INSTALLATION POURED CONCRETE SHEETS 14 g 15A) OR CONCRETE BLOCK WALL REQUIRED BY WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHt1TTER e ( D. EDGE TIONS O SSEEMIlAIONS OFFTUS6E FOR TV H Y BLADE 11-SEE (SEE -EDGCATISTA ON MEET 14) 5V\�A 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. YA44N/J L] 14 FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone �i9 P 02017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC.;:���ENS�'•., BERTHA HV- 44167 Q■&SI.AI. Accordion Shutter System IL ECO �N�. .V.BLADE+1 W/OR 1/0 H.V.MWVV BLADE&N.V.B(AD• American Shutter Systems REV.No DESCRIPTION DATE (BRAWN Br, L0. TILL)T TESTING ac ENGINEERING COMPANY % .<TA \' Association, Inc. I OLD 15-079 07/26/17 OATS: 07/26/17 4 6355 NW"36&h.St.St.305,VRCM QkRDDa TLLFaOA 3316 4268 West Roods Drive 2 �DAc"S �• •; �G\�ttAA PMne:(305)871-1530.Fax:(305)871-1531 DRAWING No e-m,L tltecoPool,aam West Palm Beach, FL 33407 3 S��N�t�.�' R•' ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 �7-1 02 WALTER A T(Un ar.P.E. P.E.SSfTURE/OATE FLORIDA Lie.§44167 5 SHEET 6 6 OF 28 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) 'a`yAM� 1 OR REQutREO -Isdmuc off yca I, / EDGE OF 117 wn Bit I F - 9 - •eL avuuncs, - 1fR so PMA �n' E.D• r APPt�iae s EwsnNcl Exlsnnc S`M 12) N"ro�,us° CUSS , , ,,: ' I(SEE SCHOXIE o! ' ALTERNA � 1 I GLASS j < I SHEET 12) / ,EO t / / ANCHOR 970aJ/4'HEX , ^j I LOCATION i I i TESSHER SCCREHWS�® ' ]/ UW. 12•D.C. wl 3DR 15 CONCRETE ANCHORS { GLASSi, l 7 (SEE SCHEDULE ON 1 8 1 / a i �/ l,I SHEET 14), I "�/'EG Ifi-I EO/ ': <}:'�'•. / =/, � / EDGE OF EXISTING111 ' EDGE OF r / / ( /I r '/ .''/;/ 'i I /f, LOGE OF 33 // r ' / / r / - APSLAB PLicae�i..E I SLAB ff I , 1/ 1/2 yam++-1 r / EDGE OF . / / SLAB IF T 1 r ;. i0 ( API>11G10LE ' r.' EQ" Mr E O rJ�/u% /i / / —SLAB IF APPLICABLE i / 112 FOR F8MF 7 w WiLICABLE ' I; / / j(Tit}RM ,,��,, POURED—"' ...._.a� ....! ' / POURED 1 mob 9 1 OR 'fAl CONCRETE I — —) CONCRLTEJREOU HEAD CONCRETE ANCHORS LF'IRED D, 0. REQUIRED POUREDLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 15) REQUIRED (SEE SCHEDULE ON SHEET 26) C` HV CEILING INSTALLATION HV FLOOR INSTALLATION t T HV WALK-OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF PRESSURE RATING& FOR SPANS PER CONCRETE ANCHORS SCHEDULE#4• SHEET 12 ux r. 1i (SEE SCHEDULES CN EXiS7 m u.� 1 t L SHEETS 15& i5A) 1"fs1[Imau 12) MIN.MIN. SEPARATION 1 GU>S"GYNC —i D GLASS TO GLASS f S-� TD CUSS ON MIN.SEPARATI GLASS (SEE SCHEDULE 0 I ,1 SHEET 12) -(SEE SCHEDULE 0 SHEET 12) .9 1 1 I I •/ i ;/% i 1 it' MAX. #10x3/4'HEX WASHER /. { 8 Ili R14x3/4- HEX HEAD,_...-?i 1 % '1 3/8'% := HEAD TEK SCREWS® '1 3/8', / I SCREWS 0 9.O.C. I 12'O.C. OR 1/4'0-20 S.S.MS. CONCRETE ANCHORS ;.. 4 _ 6 .O ]/ #I4x3/4"S.D.S. W/NUT O S•D.C. —(SEE SCHEDULE ON ;11 /1,2 % 9 9'0.L. '1/2 / 1 1718 1• #14x3),1 / � / / f2. 11. /. ; `- : E . JI`, 4•F.H.SOS- Al,I, / E00E OF % % / Y / 't L / ` ®s Q.C. APPLICABLE Y CONCRETE ANCHOR SEE NOS 13(D) 5F£NOTE 13(D) N — SEE SCHEDULES 0� SHEET i POURED CONCREE ON SHEET 1 POURED CONCRETE— ( O P E.D. , r ." OR CONCRETE BLOCK SHEETS•15& IEA) OR CONCRETE BLOCK —Ss REQUIRED REQUIRED OPTIONu-1 POURED (8 HV WALL FLOOR INSTALLATION O HV WALL WALK—OVER INSTALLATION CONCRETE-' REQUIRED (J�HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ NOTE FOR COMRWATIDN OF SECTIONS• THIS INSTALLATION SHALL BE u\� 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED H y B LA D E (SCE SPECIFICATIONS ON SHECT 14) ADJACENT TO AN OPERABLE EXIT • SEE UMIrATIDNS OF USE FOR - 2- MO ASSEMBLY AAAAp ii� OR ENTRANCE BLADE ON SHEET 28 IN fY WAY G SECTIONS A CAN BE LOMBNED 1lj7 ��i�� IN Arn WAY To wR ANY INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurricane Zone a 02017 TILTECO,INC. ENf7NEERIKG) 02017 EASTERN METAL SUPPLY, INC. 4 BERTHA HVTM N0.44167 zE71 IA�S�S�A� Accordion Shutter System L E C O 1 N C. V.BIADE 1 W/OR Wf 0 H.V.WINDOW WDE&N.V,BLISS �iTILLIT TESTING & ENGINEERING COMPANY AR10rICan Shutter Systems REV.Kc DESCRIPTION DATE OWN En, LC. j�/t ^ •� T Association, Inc. I OLD t5-07S 07/26/o DAM- 07/26/17 `�OL ..•6�0[:••A 8355 N.ri.]6fA.SL, 705.NRfw�CAFd) 5,FLORIDA 331 �,\•,1 Phone:(S05)e71-1530,Fax:(305)e71-1531 4268 West Roads Drive 7 _ e-mat:tate *=Leom West Palm Beach,FL 33407 DRAWING No .sS�t1NA1 far' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 3 17-1 O2 P.E.SE%/SiL6.��0E/DATE WALTER A 71LLR Jr. a fLAWOA Lrc./4a16767 5 SHEET 6 7 OF 28 SEE NOTES ON LOCKING RODS®.W LOCKS©or OUT 1 -90 IN r EXISTING GLASS INSTALLATIONS WZ (I HV AND ALTEr"TE H'T LOCK®ON SHEET S. / **BUOE SLACK DETAIL MIF 5%AUD FOR ALL r/ BLADE WZ HV CENTERMATES C04TEPYATU APPLICATION WITH RUDEo SEE END WALL—E%tST CONNECTION ( WG GLASS 79 �1 ----------------------L----------------------- — � 2'x2'x1/8•:0'-2 I O.®aq®. J 1/4' T 6 1/2• 7•ANGLE(80l/(2) 1/410 ALLOT)ALUPCN. / OPPOSING SYMMETRYCAL awrrocr TO CONCRETE I CENTERMATES CENTERMATES (4)f10xt (TOP/BOTOT E I #10-3/4'S.N.S.0 L2' — MIN.SEPARATION AT EACH ANGLE.(71P) I O.C.NLL LENGW , W/ HV LOCK &or 1 I Wes/ _HV LOCK t1�nor 25 To GLASS 5 j a * 35* ' 1 N _' � SHEET Ena��ON I I IV L «®«©�Q«® To•®« 10 OUT HVA HVB ©«®�© OO «®at0 ®« HVC POURED CONCRETE OR EXISTING GLASS C CONCRETE BLOCK WALL EXISTING ('-"---------------- 10—®�©+®«©• % fr11'U EDDGLAss SYMMETRICAL 6 7 6 7 T— l ©+®a!©9+®oA7®•O5w®�EXISn F �'�•��'O+� {{ I 1 N MIN.SEPARATON V ——————— — cuss CENTERMATES* r6 ��.®„©.®«®.®� TO CUSS 1 } W V LOCK 6 / `OPTIONAL (SEE SCHEDULE ON \J 1 SEPMIN. N FIN ® * t (INTERIOR) ®•®«O'®«1®�®$«O9 SHEET 12) j' t TO GLASS °' i (SEE SCHEDULE OPTIONAL I _ _ ON SHEET 12) (-ER,OR) _.�,_—_ _— — --_ -—---—- —---—- ' / j _ OUT ---- !'coNCRE:E'� c) � 3 v�3nEs 1 Vr Jo 5 1/2'MAX.SLACK ' I PITERIOR) ** HVD OUT 11 j7, ,.A.�.,, ,� HVE HVF t DER A. r FLORIDA BUILDING CODE(High Velocity Hurricane Zone \\\\ ••V16*111. v�= ®2017 TILTECO,INC.(ENGINEERNG) 02017 EASTERN METAL SUPPLY, INC. NO Vi • �- BERTHA HVT- �, 44i67 ILL E�COa�. A■S■S■l�■ Accordion Shutter System * t BiADE 11 W OR W/O ITV.WINDOW 8WE x H.Y.FADE • R TIWT TESTING do ENGINEERING COMPANY American Shutter Syafems REV.". DESCMPTION -TE wt-M a•: L.C. •'t'�+ �?,; •�/ �\`t 8355 N.M.3aOr.51.,Ste.]OS,Nl1GFMA"MS.FLOWO4 3]1 Association, Inc. I OLD 15-079 D7/20Jn DATE: 07/26/17 O•••.....•� '\LT Phene:(305)871-1530.rax:(305)871-15J1 42s8 west Roads Drive 2 N � I 1 a-MaB:tdtecoaoaLLrom 1Yeat Patm Beach, FL 33407 y DRAWING No Lpt OTT wALTOt�A.�R71Jr.P,E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17 1 02 P.E.SEAL/aiVTURE/DATE FLORIDA Lie./44107 5 SHEET a Is of 2a ALTERNATE INSTALLATION W HV "T" LOCK PO. HV SEE END CONNECTION DETAILS ON SHEETS ,I & 20 MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 0 W f () HV BLADE OUT 90. r-EXISTING GLASS IN f/ * BLADE QSLACK DETAIL HVF,INDICATED ON SHEET B. ® O O O ® AS WELL AS UNIVERSAL FLOATING BLADE©DETAIL HDO-HVD, OA a6 6 • 7 8 10• g+ INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 10•®�©•��©.©� INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 (6063-76 ALLOY)ALUM. ANGLE W/(2J+/4�a TAFCOH ' 1/2' ANCNOAS TO txXNatETE I(70P/aormu)& — G —————3------------------- ———----------------— (4)d10AT EACH S.MS.E TUBE � J i ,�-�ar3FULL ® t2- , , (N r�* A7 EACH ANGLE(IYPJ //J D.C.c.FULL LEHCHr. 30 HV "T" MIN. GLASS TION 30 HV T' LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE ON SHI 12) 1 -- --- — ---------- ---t - — 5 1 28 ---� Z9 2• 1/2 ;��W/ OUT/4" 0-20 x 1 1/2" S.S.M.S. \--NYLON SCREW HEAD 7/8"0 x 3/32" WINGNUT. { * SEE NOTE 6 FOR HV LOCK®. Q HV "T" LOCK (OUTSIDE)—/ 2� 1/4" 0-20 x 1" S.S.M.S./ * "T*LOCK, ON SHEET 5. W/l/4"O x-5/8" RIVNUT t. @ HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT,PART f 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN,PARSIPPENY, NEW JERKY 07054 OR EOUAL It7iI7�jA/A/JIaii���+. + A' FLORIDA BUILDING CODE(High Velocity Hurricane Zone `+1+ ,% �GEA►g+ ;�✓,yam C)2017 71LTECO,INC,(0MEMNG) 02017 7 EASTERN METAL SUPPLY,INC. yp �41 t BERTHA HVn•+ �i■S■S■A■ Accordion Shutter System V.BIkDE it W OR W/O H.V.MNDOW BLADE&H.V.ME 8 •t - TILUT TESTING k ENGINEERING COMPANY American Shutter Systems REY.N. DESCAwno" DATE DRAWN sr. Lc MS. FLOFMAAssociation, Inc. L an 15-079 D7/ze/n DAIe 07/26/17 6355 N.W.]BN.51..71 153 .FeI WAOp15,1-153 3316.14268 West Roods Drive ,++ Plwee:(305)s71-IS30.Fav:(SOS)s71-1531 2 f✓DR}a` , o-mai:Gnoeoead.eom West Polm Beath, FL 33407 3 DRAYIINC NO EB-0006719 Phane:(800)432-2204 . Far. (561)209-8380 4 1 7—1 02 wALTER A TILUT JL P.E P.E.SEAL/SIGNATURE/DATE FLORMA Li..6 44167 a SHEET 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 k 20 OUT 9 �N >�-E7(I6TING GLASS INSTALLATION n HV BLADE ®�©•O°�O°�10 •®� W/ HD CENTERMATES 1 . " 10•®°A©'©°"0'©e, o SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 I b•o�©�®•o•� ) ©�®`��•®a®•®`�— --- — ----------LExrsnncctnss —————————————————————— l (6063-76 ALLOY)ALULt. 1/2 21.2 35* 35 ANGLE W/(2)1/4b k(SEE RATION Q, H.V. (OPTIONAL) ¢* 1 (OPTIONAL) t TAPCON ANCHORS TO #10 x 3/4'S.M.S.O 12• SS ( ) CON (TDP/eoTroerj o.a PI+YS iYP. ; (4) H.V.e(4)8„r,/2 SJN.S.. I EDULE ( ) NTO TUBE AT EACH t T 12 A1�•(� 5 a s a 61/2` PINS (TYP) sell I r50 1 1/. Z: 1/2- 20 31 OR 32 33 31 OR 32 31 oR 32 -31 OR 32 HDA—HVA * 1 35 �'�—35* HDB—HVB (oPnoNu) HDC—HVC (oFT1oNA.L) OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W LOCK INTERIOR W/6i * LOCK (EXTERIOR) s • .®.To •®� ©i0• * SEE NOTES ON LOCKING RODS @& HD®LOCKS ON SHEET$ 8 '®oA O9•©ca 19•©5«,O9 ** UNNERSAL FLOATING BLADEQDETAIL HOD-HVD I5 - -------- - --_�_..—_—_-- _-- O VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 11) 3 1 i /\--o \/— I i HDD—H VD** Y7. ti FLORIDA BUILDING CODE(High Velocity Hurricane Zane '�« 01017 71LTEC0,INC. 2017 EASTERN METAL SUPPLY, INC. fr.•'; �. �=SINC.(ENGINEERING)CEN BERTHA HVTM *= NO.4418; _ S " A Accordion Shutter System 1 L E7E757,7Nc. ,V,EIAnE 11 W/OR W 0 H.V.WON BLADE A H.V.BLADE yt TIS TILUT TESTING & ENGINEERING COMPANY American Shutter Systems RLV.NC DESCMVnDN DATE DRAWN ffn LC. Association, Inc. I OLD 16-072 07/26/17 DATE: 07/26/17 .: WSS KL'.36N SI.,St..7pS;vAa aA cA+6D s,naxa 3S16 DRAWING No • 4268 West Roods Orive 2 1 P6ona:(303)67t-1530,Pox:(305)871-1631 ! West Palm Beach, FL 33407 It! rmod:t9teco0ooLeam S AL� EB-0006719 Phone: (800)432-2204 . For: (561)209-8300 4 17-102 —,r—'— WALTER A.TWA Jr.P.E. P.E.SFi1L%St(;rL((URE/DATE FLORIDA Lie./44167 4 SHEET 6 10 OF 28 SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 SCHEDULE #4 MAXIMUM SHUTTER IMUM SHUTTER * IMUM SHUTTER SPAN*"L+" 4 SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) (1)L�MNOMUM ALLOWABLE SPAN FOR FOR INSTALLATIONS W/ SPAN "L+" OR "L-" PAN "L+" OR "L-" R 'L-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.O.DESIGN (t)SEE B LtN FOR MINIMUM SEPARATION TO ® & or or W ONE (ft. FOR INSTA LATIO 1L) INSTALLATIONS W ,� PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® / ) & W ONE HV LOCKS L IAA%.ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0"ELEVATION OF BUILDING HV L CK® of or 26 or HD W/ O / NEGATIVE AS.D.DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUTTER. LOCK 4 W/ tJCQI.O 'ING RODS 35 (3 22 0 E 21 & 22 W/ OR W/ NO LOCKING 24 O 25 R 26 LOCKS DOS (2)PROCEDURE TO DETERMINE MAXIMUM CENrERMATES 21�L 29 W/ ONE HV HV R TWO LOCKIN SPAS(FOR WALL MOUNTINGS OR (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS O LOCK 30 W/ TWO LOCKING OCK 24 O 25 OR 26 W/ N 0 5 TOP/BOTT(YM W/DN FlAOR/CEIUNG: INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, �1 MEASURED AT BOTTOM OF SHUTTER IS 3•. 45.o�.N. CONCRETE&WOOD INSTALLATIONS(,} AMAXW an N nDNS b OG -24 CON A CONCRETE PRESSURE A POSITIVE as.FI DESIGN �sµp ,v INSTALLATIONS PRESSURE RATING,OLTERMIHE M7J0A1UM PILSSM FLOOR/CEIUNG PRE�ffi WALL IAOLANTINGS V'�07k — FLOOR/COUNG MOUIOIG SPAN•L+^FROM SCHEDULE. B'aw. WALL MOUNTING MOUNTING aA1we & � G FLOOR/CEELNO UOUNTING PAM OR GIVEN A NEGATIVE AS.D,DESIG PRESSURE MINIMUM SEPARATION TO GLASS SCHEDULE: 1+ �) 0C.OR FLOOMRIC L040 MCM.M1 5 I�R�) (���) fL00R N.L MOVNIIIG RATING.DETERMINE MAXI4UM SPAN'L-• SHUTTER W/ONE LOCK VATHO 1T QcKIN RODS L N (fl) L-(R) l+ (rt) L-(0) L+ lIl L-(N l 1 (81 1-IN FROM SCHEDULE. 30 IS-2- 16'-0" 13'-2" 16'-0. 30, 12'-3' 14'-9" 30 13'-1' I6'-0" 30 13'-2" 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8' 14'-10" 12'-6' 14'-16" 35 11'-91 IN-8' 35 12'-7• 15'-7' 35 12'-8- 14'-10' EQUAL TO THE MUNIULP.4 DETERMINED SPAN SPAN SYMMETRICAL OPPOSING 40 12'-3" 13'-10' 12'-3' IS-10' 40 11'-4' 12'-9` 4o 12'-2" 15'-2' 40 12'-3' 13'-10" BETWEEN'Lr'AND•L-". CENTERMATES CENTERMATES 45 11•-11' 13'-1' 11'-11" 13'-1' 45 11'-1' 12'-0" 45 IV-9" i4'-3" 45 it'-1 V13'-1" (3)PROCEDURE TO DETERMINE MAXIMUM 105 3 3/8's 4' SO 11'-7" 12'-S' 1 V-7' 12'-5" 50 10'-9" 11'-5' So 11'-6' 13•-7" 50 1 V-7" 12'-5' SPAN FOR COMBINATIONS IN BETWEEN OR LESS 55 11'-4" 1V-10' 11'-4' 11'-10' 55 IW-6" 10'-11- 55 11'-3' 12'-11' 55 11'-2- 11'-t0" WALL W/BOOR/CdUNG MOUNTINGS: >105`WFOTO MAX, 3 7/81e 4' AllO 60 11'-1' IV-4, 1 T'-0" IV-4' 60 10'-3' 10'-5' 60 11'--0" 12'-4• 60 10'-2' 101-11' FOR A GIVEN POSITIVE A.S.D.DESIGN s USE 2 1/2"FOR HO LOCK�3'.+��j OR� 65 10'-10" 10'-10" 10'-7' 10'-10• 65 10'-0' 10'-0' 65 10'-9" II'-1 1" 65 9'-5" 1Q'-1' PRESSURE RATING: USE&'DiCATEO VALALS FOR F1�CENNIERMATES.- 70 10'-6' 10'-6' 10'-2' 10'-6' 70 9'-8' 9'-8' 70 10'-7* 11'-5" 70 8'-9• 9-4' DETERMINE: 75 to'-1' 10'-1- 9'-10' to'-1' 75 9'-4" 9•-4" 75 10'-4" IV-1- 75 - 8'-9" U+o MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MINIMUM SEPALATION TO GLASS SCNEDUlE BO 9'-10' 9'-9" 9'-7- 9-10" 1 80 9'-0" BCD- PA 1o'-0' 1D'-9' L2+-MAX.SPAN FOR FLOOR/CFJUNG SHUTTER W/ONE LOCK & TWO LOCKING RODS OR 85 9'-6" 9-6" 9-3- 9'-6' 85 8'-9" B'-9 85 9'-9' 10'-5" MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9-3- 9'-0• 9'-3- -so 8'-6" 8'-6" 90 W-5' 10'-1' FOR A EVEN NEGATIVE A.S.D.DESIGN AN P INSTALLATION W/ INSTALLATION W/ 95 9'-0' B•-9" 8•-9' W-0' 95 8'-3' 8'-3" 95 9'-2' 9'-10" PRESSURE RATING: SHUSYMMETRICAL TTER OPPOSING 100 8'-9` 8'-4' 8'-6- W--9" 100 8'-1' B'-1' 100 "-a. 9'-7" DETERMINE: SPAN CENTERMATES CENTERMATES LI--MAX, SPAN FOR WALL MOUNTING 105 8'-7' 7'-11' B. $'-4' 105 7'-11' 7'-11' 105 W-9' 9'-4- INSTALLATIONS. IDS" 2 3/4' •• 3 3/16' 110 8'-4' 7'-7' 8'-2- 7'-11' 110 7'-8` 7'-7- 110 8'-T 9'-2" Ls-.MAX.SPAN FOR FLOOR/CEUNC OR LESS 115 8'-2- 7'-3" 8'-0• 7'-7- Its T-6" T-3' 115 W-4- 8'-11" MOUN71NO INSTALLATIONS. >105'TO MAX, 3 1/4" •"• 3 tf4" 120 8'-0' 6•-111 7'-10' 7'-4" 120 7'-4" W-11' 120 8'-2' 6'-9` FINAL MAXIMUM ALLOWABLE SPAN IS ALLOWED 125 7'-10` 6'-8' 7'-8" 7'-0' 125 7'-3" 6'-8" 125 8'-0" 8'-3. EQUAL TO THE MtNIUUM BETWEEN 'L1+', rr USE 2 15/16'FOR HV'I'LOCK 9 W/ 130 7'-B" e'-5" r-6' 6'-9' 130 7'-1' V-5' 130 7'-10" 8'-1' .LA+'••L1_AND"L2-" rrr USE 4 1/8"FOR HV-r LOCK&W/ 6'135 7'-7- 6'-2' 7'-4" -6' 135 6'-11' 6'-2' 135 7•-9' 7'-9' (4)GO TO ANCHOR SCHEDULE WITH FINAL USE INDICATED VALUES FOR HV CENTERMATES. 140 7'-5- 5'-11 7'-3- 6'-3' 140 W-10" S'-11• 140 7'-7' 7'-6' MAOMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7'-3' S'-9" 7'-1' 6'-0" 145 6'-B" 5'-91 145 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&UANSORC WOOD 155 7'-0' 5'-5' W-10' S'-8' 155 6'-6" 5'-5' 155 7'-2" 6•-9' 160 61-11' 5•-2" 6'-9" 5'-6' 160 6'-S" 5'-2" ISO 7'-1' 6'-7` WALL A, 8, C, D. E. M•N,0.P,O, R, 165 W-10- 5•-1' 61-8' 1'-4" 165 6•-3" 5'-1" 165 7'-0' G-4- MOUNTING F. K & LS&V. 170 8'-9' 4'-1 1" 6'-7- W-2- 170 6•-2" 4'-11' 170 6'-11` 6'-2" b MAXIMUM SHUTTER SPAN "L+'OR-L-"FOR 175 6'-7' 4'-9' V-5' 5'-0" 175 6'-1" 4'-9' 175 6'-9• V-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G. H. I, Il & U. T, U, W& X. 180 6'-6' 4•-8" 6'-4' 4'-10' 180 6'-0' 4'-8" 18Q 6-8- 5'-10' psF.A.S.D. DESIGN PRESSURE RATING MOUNTING 185 6'-5' 4'-8• 6'-3" 4•-9' 185 5-11• 4-6" 185 6'-7" 5'-6' t H.V. CORNER CENTERMATE P3 MAY BE 4• 190 W-4" -5' W-2" 4'-7' ISO 5'-10' 4'-S' 190 6'-6' S'-6` USED AT ALL MOUNTING INSTALLATIONS. LOCKING ` ` / �"I V BLADE 195 6'-3' 4'-3' 6'-1" 4'-6' 195 5'-9' 4'-3' 195 8'-5" T-S SPECIFICATIONS SHALL BE AS INDICATED ON \�J 200 8'-2" 4'-2' 1 6'-0' 4'-5" 200 5'-9' 4'-2' 200 6'-4" 5'-3- MANDATORY CONDITION #2 NOTE#5,SHEET 5. zos 6'-0" <-t• 6'-0' a'-3" 205 s'-e• 4' yyAA r L205 6'-3" s'-t• FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 4111l. •. ®2017 TIUECO,INC.(EU.IIEERING) 02017 EASTERN METAL SUPPLY,INC. CEN ✓ - �, r a s�••: 9 i BERTHA Ho/TM ' �•4416 I L E C U �N�. A S s.A. Accordion Shutter System A.S.S.A.. t V.BLADE#1 W OR W/O H.V.ifiNDOW BLADE&H.V,BLADE 12 3 �{ American Shutter Systems REv.Ne D£SCRIFTION DATE DRAWN BY: LC. TILUT TESTING & ENGINEERING COMPANY Z. 4a Association, Inc. I OLD 15-079 07/26/17 LUTE 07/26/17 6365 I.W.3: 5),71.Dab. .Fox (305 S,cwRw 331 '•�M 4268 West Roads Drive 2 i (4 �p Phone:(SOS)071-tsIt .Pox:(SOS)8T7-1531 DRAWING No �y ,,..^•' �y, , e-mo2:tateco0od.eom West Palm Beach, FL 33407 3 % yiM1iA 'Y1N7 EB-0006719 Phone:(800)432-2204 . Fox: (561)209-8380 4 7—��2 1' WALTER A.11 Ljr h.P.E P. BEMb$ R1 /wTE FLOROA Uc 1 44167 s SHEET OF 26 K:4 1,%NJ 7,NO , .%,: ..� r •� r O' O I11'I O if(aIIfiL"/?A �pm m m o mo�z_m mm o' m' m001,! mm �i�m YIil�mifm7QtQ0"""Mug OQO00m®m00"pm®@OQDOOm®m00000O....... t0@faOt7t7 eta@mOp[7000@@t7O[1t�t7MMM"Q, OnQQ!@@QDODQAQt[IDtI7tF7E30 ' @ik77IQt7QQmtiQifi t7t�t7t>yt7 @mt7E7000R7@iDQ[lt7nO is@@0[�DOQt7ptT.�Odt�Llt� .- miY!@Dilt i�[/Qf@mmm�mt7tzpt�t��MMM"ppOQI®@®mmmt�t7t7Q0MMM" M"M...... im ®i<!lEfim0000® Mw m®Q700®0®�D0000�®�DDOQpmmmQp®o00nODOmm" , m®@t7O0t�00®iI70OC1®Q tv®@E,D000 R!@m�OQQQ m®m®[•�®OQ QiilO®0®®m ifl if)@Ot7©no to@@pOt7nn m@@Ot7O©©<0@tI]0®nQn<0@00®t�nQ Ot�t�O®®tom IL!®@t7t7©nta IO@@t70000 Q@@t70Ot3m Q!@@Q©nQn m@iI7t7O®nn..LJ...MM 0@@t7000ii 67@mt�nmon m@@t700pQ iL!@O®nQnn t0@t70®nnn t�Ot7txQ7®OtEI O m@@n®n nQn[MME3"MnnnOt[ .MMM0 miff@DiLl�rinn Q!@QIOt7t1nQ<Om@DOt7QQ iL!®ii7[tyQQnQ 0@IfIpOQnn t�ifltLltTJiF7QtLiit7 ®mmm�n�ooMMMUMMoQioni�t®m o�iv�m®mooQiv°�mmmMmo�nonmom�o mmmv®oQom®@@mm�nQ®mmonQanmms�nonnn@��©QnnQon�©v©oo rD•' to®m���QQO�@ @OLf]QOt7®@@OF�7QOn Q®miiQQQQ Rf fID®OQnQ�OtLliAii7i,i7tat� i�@@[•i pp @t�OQnnm®@t7t7000ta@t�QOf�nLQQ7Q7@mm� n t7tF�t7�7F7�3Ot�t7 ' Q®©0p®OOt70®mO�O�oO®mOd000���n'OQOOm�o©Q00000uo®®®©m00 ' @t7LbiE>)nOt�Ql@@t7©nnnta®m000nnI0mnQQnQnmt3l�QnQnnOOF�7ppMMM WiFJit7nQnQt�67@fl7nnQQnQ®OOnnni;l�EliJQnnnQQ�[]i�7ni�nnQip�OpQ�QQ QQ mOmd�OdOmmmnODO0mm000pO0E�3II®7v000 d0m©OOQOdt]Dil�®n�Q Q�@©On t�Ofa@iI7QQi7QQt0@iDQQnl�t>#OE1t7000QQOmF��nQQQt�t�i��p if)QOt� ' <<7@QQQ MMM"CiQn iL!@mnoQQo�im000QQo�5E7�ioQonoQi�tI7Q3�tLtOiti it7®©QnQQns0@@QonnommmQoono�mQnnQQn�Im®nnnQQ.... MMt�MM iiJ@t�1�t71it7t�tit®t7titiAnt�6i[ftt7t�Qt�000®noQOQv�000nQQtai,LII®©t1Ji�O� 0®000000 m®o00A0O�®o00v0O�D000OIIOSElm0oR000�Om®noOO 0@tiia7ti0t7ipi Ia@i7fati000 f0@OQOOQti[�i�QQyQyppQQQ Opt7l7i7Otiti Oifli9tEliita7ta7t7 m®�QOOVOM®OOn00d�m00�d0am�00f�QOnnm000Qd�� O©�o000 O t • ' O 1 EanQnppni7 mQOnntann nQoonQOQ F�3000onnpQpO ftp3t7i7nn QnQ®®giflQQtat� ®I�Po 00 mOOVOOOo � ti Q®Q�Q�C/dmQQnAt7�ii�tt7�EE7EI�R7� � • �� Q� ���Q��@ n t�1tIQOQ t� m t�Cl t� � t • t onud9m�5��A�o�on�o � ®o®� ® Qn�o�o�aoam�Eno Oil i>>OQOdif7 Q M BERTHA HVul <• 1Accordion alb �• i it _� .,, American Shutter Systems Association, Inc. 4268 West Roads Fax (3os)971-1 Drive r t ° � os� MAXIMUM ANCHOR!SPACING (in j HEDULF FOR A GRAN MAX, SHUTTER pAN, A.S p *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DEEM NEC�iNE Wig A CORRF�ONDiNG MOUNTING TYPE FOR OOmETE INS►'11tTIDNS (SEE MOUNTINGS E.G,&H ON MEETS 6 t 7) 1.ANCHORS TO SUBSTRATE SHAD,BE AS FOLLOWS: POURED CONCREIE _. (/a TO TJ(I5TNG POURED CONCRETE:(Min.1'e.3 lai) MAItam SPAN QE WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING ANCHORS SPACING LEMD - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUII.DEX.(fin•t'e .3 Nei) A5.0.OESXR4 NECATNE TOAD a1 A.S.O.DESIGN NEGATIVELLY4D PSG ASA DESNGN NEGATIVE L0A0 - i/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. (Min. re-3 tai) ITT) 112011601205130140TAPCON WITH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/GAP AS MANUFACTURED BY FLORIDA FASIENIERS DIRECt,INC.(L6n.re•2 kei) 30 40 60 75 80 120 160 205 30 40 6O 7S 90 60 75 90 126 I60 205 THREADFORM TECHNOLOGY - 1/Ib TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 12 10 e e 6 5.8 is i2 t0 9 e e 6 8 14 t2 t 9 a 8 8 e ANY OR ANY OTHER APPROVED UCENSEO OR AUMA12ED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCUTDN,INC. 3'-0' - - - - I- - - - - - I-I-I- - - - 14 112 10 9 8 8 8 6 ALL POINTS SOUD-SET (Min.1'.-3 W) 14 12 10 B 1 8 8 6 8 14 12 10 9 B e 8 6 14 12 10 9 8 e 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 1 8 6 6 7 14 12 1101 9 8 8 6 8 14 112 ID 9 8 e e e TAPPER+ A.1)MINMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THRPADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 8 7 5.535 14 12 40 9 8 8 6 8 11 12 10 9 8 8 6 5 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS S 1 1/2-. 4'-0' ,a 12 10 e 1 6 8 e 4 14 12 110 1 9 8 8 6 4.5 14 112 5 A 10 9 e 6 4 32)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLIO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE,NO EMBEDMENT 14 12 10 9 1 8 e 6 45 14 12 10 9 e 8 6 5.5 14 112 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG WNiMUM SHOULD STUCCO 14 12 10 a 17.5 5S 35 - 14 12 10 9 e 6 6 S li 12 10 9 8 7 5S 4 0 SkE trg FOR E70ST.AND 1'MINIMUM FOR WALLS WITH HO STUCCO, - - - - - - 14 12 t0 9 8 8 6 4.S BL40E�ON 5167:7 2e ,2 to 8 fl 7 4 - 14 12 10 9 e 6S 5 35 14 12 t0 8 6S 5 3.5 3 A3}IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 t2 t0 9 e 7.3 4.5 - 11 12 10 9 8 e 6 4.5 14 12 10 9 e 6 4.5 73 ANCHORS SHALT.BE LONG ENOUGH TO REACH TH£MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 8.5 7.3 6S a5 - - 14 12 10 9 a 75 5.S 4 14 72 10 9 8 8 4.5 3S NOTES Al)&A2)ADOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 28A. - - - - - - - - - - - - - - - 14 12 10 9 8 6.5 5 3S 14 12 10 9 7.5 SS 3 - 14 12 10 8.5 7 55 4 3 14 12 8 85 55 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTN C-90) 14 2 1O 9 e 6 - - 14 11 10 9 6 &5 5 73 14 12 t0 &5 e 5 4 - - 1/4-0 TAPCON WTTH ADVANCED THREADFORM TECFNMCGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIUDEX 14 12 B 65 5.5 3 - - 14 /2 10 9 e &5 4.5 3.5 74 12 10 8 7 5 3b 3 - 1/4'0 x 3/4'ALL POINTS SOLI)-SET ANCHORS,AS DISTRIBUTED BY ALL POO4T5 SCREW,BOLT&SPECIALTY COMPANY. 7'_O- - - - - - - - - - - - - - - - - 14 12 10 8 75 SS 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 6.5 4 - - 14 12 9 7S 6 4.5 35 - 14 OS 7 SS 45 35 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 1D e.5 7 4 - - 14 12 tO 9 7S 5.5 4 - 14 12 9 7 7S 4,5 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCEATtON,INC. 14 11 7 55 4,5 - - 14 12 10 9 75 &5 4 14 12 8 7 6 4.5 3 8'-0• - - - - Z - - - - - - 14 12 10 8 65 5 3b - NOTES: 14 12 Bb 7 5.5 3 - - 14 12 1 8 65 5.5 4 3 OLSIOX 6 S a 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 1WTH 14 112 19.5 17.51 8 - 14 12 19.5 8 65 S - 14 1111 6 6 BS 4 ADVANCED 1HREAOrORM TECHNOLOGY ANCHORS IS 1-. IJ 9.5 L51 5 115 - 4 12 10 8 65 S - 14 12 8 6.5 S 4 14 12 65 7 S5 4 - - 02)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. HD 14 ITS 7.51 e 1 1 1- - - 14 tt 7 SS S 3S - - 1t 8 53 45 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SMALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a 16LI4.51- - 14 12 85 7 SS 4 - 14 1OS 7 SS 6 45 - EXIST,AND 1'MNBAUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5.3 4 - - - - 14 2 e 7 6 - - - 14 it 7 SS 45 35 - - 8.3)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. IO'-0' - o - _ - - - - - - - it 2 e e 6 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 105 7 - - 13 91 SS 5 4 3 - - TO 75 6 4 3 - - - NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EBS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 71 7.5 SS - - - - 14 11.5 9 e 3 4 - - 2b 9S 8 S 1 4 - FOR INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 28A. 10.5 B S _ - 14 /2 8 B.S S.5 a - iJ 10 6.5 S 4 3 - - - _ - - - - - - - - 14 IMS 7 5.5 4.5 AS - - (C) ANCHORS SHALL BE INSTALLED FOUOWINO ALL OF THE RECOMMENDATIONS AND SPEcinCATIONS OF THE ANCHOR'S MANUFACTURER. 25 95 3 2 9 6 4b 4 7 9 7 45 J.5 3 14 10 7 - - - - - 11 IDS 7 55 4.5 - - - t5 8S 55 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - 14 1i.3 73 6 S 12 9 6 4.5 1 12'-0- - - - - - - - - - - $64.5 - - - 13 10 63 5'4 - - - EDGE DISTANCE VERSUS SPACING%H DULE FOR ANCHOR, 15 85 4S - - - - - 11 8 35 : - -IS 6 4 3 MAXMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.rOR E.D.LESS THAN THE INDICATED,REDUCE 13.5 9.5 6 - - - - - iJ 9.5 4 - - - 05 8 S 4 - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FAC7OR5. 9 63 - - - - 14 0.5 4.5 - - 11 85 S5 45 S.5 - - _ REIXDCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN UNMSRA SPACING NDMATEE,FOR EACH ANCHOR TPE. 12 11 6 45 4 - 13'-0' 05 It - - - - _ - l0 75 3 - - - 75 65 4 3 - - - - ACTUAL At4XIN ri/ADVANCED IIPIGIDFDRM FACTOR TAPPER + - - 12 e 4 - - - 9,5 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAPMIN.SPACING - - ,J9S - - - - 05 7.5 5 4 - - - - V BLADE OR DICTANCE MIN,SPK.YNO - - - - - - - - tl [LS S5 s,S - - - - E.D. 3 4" MIN.SPACING.3 1/2' Witt SPACING•3' 3 3/4 414'-O' 10 75 - - - - - - 9 7 - - - - 7 5 35 3 _ _ _ _ POUtED CONIORLTE O CIARETE 80CK CONCRETE BLOCK& POURED CONCRETE CONCRETE BLOCK& RtlMPfD OWREF OCNCR IE BNOGC t5 e - - - - - - 1f a : - - - 9 65 ID - - - - - I Ol�r LRt E0..3 1/Y wa ED. 1/Y 1AH ED.•3 1 LBL M.y MIL ED-3 t/Y 1M Ea.2 1 7b - - - - - - - 12 9 e - - - - - 15 7 15 - - - _- - GLADE WORKING 3' 0.90 1.0 0.76 1.0 O.B4 1.0 Im8.S 65 4 _ _ _ A- & S ] _ _ _ _ _ 2 1/2' OAl 1A - - 0.67 1.0 D.5 a 5 - - - 6 4 - _ _ IN UNISON ♦ 2' 0.71 G51- 1.5 - 6.5 45 - - - - - 13/4- 1 - M43 7b xumea aaq4.5 3 - - - - - 0- 85 7 s - - - 6 4 - _t, FLORIDA BUILDING CODE(High Velocity Hurricane Zone A411�T' .............. /,.►� C)2017 TLTECO,INC.(ENGONEEIZWO) ®2017 EASTERN METAL SUPPLY, INC. uC�NSF.-%%.P= BERTHA HVTm .441 1 IL E Mo N�. A■S■S■A■ Accordion Shutter System .v.e(AOE pl w OR W/O 111 wnloow MADE eG N.v.RAGE 12 _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ho DESCRIPTION DATE DRAWN b-, L.C. Q 6355 N.W. D6 36M SL,SW 8 ,VLRWPA GAROENS.FTDFM0.4 3316 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 Phone:(JOS)e71-1SJ0.Fax:(305)871-1531 4268 West Roods Driva 2 ����6Yyy V1,� a ¢:GRecooaoLcam West Polm Beach, FL 33407 5 DRAWING No _ S/�NUAI•YNy>,� riALTDi8-W06f1Jr.P.E. Phone; (800>432-2204 . Fox: (561)209-8380 l 17-102 A.P.E 54:df5TCAVdtX.tt/MTE FLORIDA Lie./44167 5 SHEET e 14 OF 28 MAXIMUM ANCHOR* SPA(ING (ln.� SCH NEGATIVE EDULE FOR A GIVEN MAX, SHUTTER SPAN, A.S.D. DESIGN NEGVE LOAD AND A CORRESPONDING MOUNTING TYPF FOR CONCRETE INSTALLATIONS 1 T ATIONS (SEE MOUNTINGS L J.K t L ON SMEET 7) P01AgD CONCRETE WhOC OVER Q(p 1RQta1 ANCHORS SPACING LEGEN M D LLSp I ORNNGUARD MOUNTWG OK WALL/FLOOR NOuNnNC 1(9)WALL/WALK OVER MOUNTING ) DESIGN NEGATIVE LOAD(paQ A.SD.OM"NEGATIVE LDAD(p AS.D.OESIGN NEGATIVE LOAD(psO ASA IDE51CN NECAI+YE LOAD(P0+) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 30 w 60 75 90 120 160 205 30 40160175 90 120 160 205 30 40 80 75 90112011601205130140 80 1S 90 12D 160 205 4 12 10 9 e 6 6 6 i 12 12 12 12 15 8 QS 7 7 7 5 5 S 3 5 5 5 ALL POINTS SOLID-SET 3'-0• 14 12 +0 9 8 6 6 6 12 12 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 5 5 5 S g s 5 5 BLUE TAP R IESS 14 12 f0 9 B e e 6 12 f2 12 12 os e a 4.3 7 7 7 7 7 7 7 63 S 5 s s s 3 s 5 TAPPER+ 14 12 10 9 e 8 6 6 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 3 5 5 5 5 3 14 12 f0 9 8 8 8 6 12 12 12 12 15 e5 6.5 5 7 7 7 7 7 7 15 4 5 5 5 5 5 3 5 4 4'-0• 14 12 10 B a a 6 6 12 ,2 12 12 12 9S 7 15 7 7 7 7 7 7 7 7 5 3 s 9 3 S S s 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4S 3.5 7 7 7 7 7 7 Qg S 5 S S 5 5 6 S 5 14 12 10 9 p 6 5 6 12 12 12 12 10 75 35 4 7 7 7 7 7 7 7 15 5 S 5 5 5 3 5 5 J +0 e 8 8 B 6 12 12 12 11 9 L. 5 4 7 7 7 7 7 5S 4 J 5 5 5 5 5 5 4 3 5'_O• 10 B p 8 6 0 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 3 5 5 5 S 5 10 9 8 8 6 8 12 12 85 7.5 a 45 35 - 7 7 7 7 7 7 5 15 5 5 3 S 5 9 5 -4 - 14 10 9 8 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 55 4 5 s S 5 5 5 5 4 SEE ANCHOR 10 B 8 8 6 8 f2 12 13 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - S 5 S 5 5 4,5 JS - SPECIFICATIONS6'-0• 10 9 8 8 8 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 ON SHEET 14 10 9 8 p 6 6 12 12 8 5 s • ! 7 7 7 7 7 5.5 4 5 5 10 9 e 8 a 8 12 12 10 8 65 S 75 - 7 7 7 7 7 8 IS - 5 5 S S 5 5 10 9 a 0 6 6 12 12 10 6 65 S 3.5 - 7 7 7 6.5 53 4 5 5 S 5 5 4 37.-0. 10 9 8 p65 12 12 12 AS 7 5 4 3 7 7 7 7 7 7 7 6 3 5 3 5 5 S $ 5 1tl 9 8 8 6 6 12 10 6.5 5 45 7 7 7 7 7 63 S 3 5 5 5 5 3 5 3S } 14 1z 1D e e e s a 12 Iz es 7 55 4 - - 7 J 7 7 7 g - - s s s 5 s 5 4 - Q VAUO ONLY FOR UP TO +70, -75 14 12 t0 9 8 8 B - 12 12 B.5 7 5S 4 ! - 7 7 7 1S 45 s - - 5 s s 3 4.5 !,5 - - PSF AS,D. DESIGN PRESSURE 8'-0• 14 12 /0 9 9 b s - 12 12 "7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 11. ID B 8 6 6 - 12 9 6 4.5 4 J - - 7 7 7 7 5s 4 - - 9 5 5 5 5 4 3 SCHEDULE 4, SHEET 12 14 12 10 9 5 8 6 - 12 11 75 6 5 75 - 7 7 7 75 6 4.5 - 5 5 5 3 5 45 - 14 72 10 9 8 8 - - 12 t5 75 a 9 34 - 7 7 6.5 5 4 5 5 5 5 4 3 9'-0. 14 12 iD 8 B 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 6 3 5 3 3 $ 3 5 5 5 14 12 10 9 8 8 - - OS 8 5 4 1S - 7 7 7 6 5 3.5 - S 5 3 5 5 4 3 14 12 10 9 6 8 - - 12 10 65 3 43 - - - 7 7 7 63 1s - 5 S 5 g 3 4 14 12 10 9 a p - - 12 05 7 55 45 38 - 7 7 55 45 3.5 - - - 5 5 5 1.5 35 - - - iD'-0.14 12 10 9 8 8 - - 12 11 aS 6 5 15 - - 7 7 7 7 J 7 45 - 5 3 S S S S 5 45 1a 12 10 9 e a - - 9.5 7 45 15 3 7 7 7 g5 45 - 5 S S S 45 35 - 14 12 10 9 8 6 - - 12 9 6 5 4 - 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 5 8 - - 12 95 5 3 4 3 7 7 5 4 3 - - - 5 5 3 4 - 11'-O"14 12 10 9 8 e - - 12 10 7 5.5 4.5 35 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 S 5 5 4 14 12 10 9 8 e - - 110.5 65 4 35 3 - _ - 7 7 6 5 . _ _ _ g 5 S 5 . 3 - - H V BLADE ONLY 14 12 10 9 p e - - 11 8 8.5 4 - - - - 7 7 7 g5 43 - - - S 5 5 - 14 f2 10 9 8 - - - 1S 85 3.5 43 35 - 7 7 44 15 - 3 5 •S 35 3 12,-0.14 12 10 9 8 - - - 12 95 Q5 3 1 4 } 7 7 6 3 - 5 5 S 5 5 9 1.5 3.5f4 12 to e 6 - - - e 6 4 3 - - - - 7 7 53 IS 15 - - 5 5 S 45 4 3 14 12 10 9 8 - 10 75 5 4 7 7 6 5 5 5 5 S 4 14 12 10 9 8 - 05 8 5 4 J5 - - - 7 BS 4.3 33 - - - _ S 5 45 !S ] - _ - 13'-D"/4 12 +0 9 8 - - - 15 a.5 6 4.5 35 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 45 35 14 12 10 9 e - - L SS 3.3 3 7 7 5 4 ] 5 5 S 4 3 t4 12 10 9 8 - - 9 7 4,5 75 - - - - 7 7 55 45 - - - - 5 a 5 4.5 1 - - - /4 12 10 9 - 10 7.5 5 4 3 _ - - 7 6 4 3 - - - 5 5 4 '3 - - - 14'-0.14 12 10 9 - - - - 03 8 5.54 35 - - - 7 7 7 7 7 4 - - 5 S 5 5 5 5 4 3 14 12 10 9 - ][4 ] 7 7 5 35 - 5 5 S 14 12 10 9 4 - - - - - 7 7 5 4 - - - 5 5 14 12 10 - - - - 4,5 35 J 7 5S 33 - 5 5 !3 J15.-0.14 12 10 - - - - 5 5 4 J - - - 7 7 7 7 .1 S - - 5 5 5 5 5 5 414 12 - 3 7 1 4S 3 5 5 45 154 12 10 - - - 4 - - - - - 7 7 b - - - - 5 5 5 4 - -14 12 10 - 4 3.5 - - _ _ 7 5.5 }5 - - - - 5 5 33 -4 12 10 - - - - 45 3S 3 - - - 7 7- 7 7 6 3 - - 5 514 12 10 - - J 7 6.5 4 5 5+4 +2 to - - - - .7s - - - - - 7 7 - - - - - s s 45 - - - - - FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone 1{{{71 .� k���� ©2017 TILTEC'O,INC.(ENGINEERING) 02017 EASTERN META(.SUPPLY, INC, 1�Q y�GENB�c 4 % BERTHA HVrA A.S■S■A■ Accordion Shutter System V.BLADE 11 VI/OR W/O N.V.W NMI BLADE do H.Y.EIADE r TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systems RMN. DESCRIPTION DATE DRAWN ITY. L.C. 9355 N,B,36M.SL,Ste.3D6,MRQR GM0 4.{10RI04 331 Association, Inc. I OLD 15-079 07/26/17n07/28/17Pl a.:(3D5)871-1530.F..:(305)871-1531 4268west RoadsDrive 2 a-=fl:Leleco0aol.carn West Palm Beach, R 33407 J p ®-000870 Phc= (800)432-2204 , Far.(561)209-8380 4 WALTER A.T1LUT 4.P,E.: MORIDA CC.B 44167 5 6 .M. 0 ---- 1qj;Q&*7;llq I Z M. WiCl al •:- ua. ltla. .:1 vim•.,.•._•• .y/ a h•::l `1:0N Ill 19 lemy•...11. •�1� •: k•f, :il •atl. .9_ :I1. TI © • O• �� !t a:• tMIT•Fj�P 0 •. .- r 000mm�m m0000moMmm oommmam000mo�mmmoomm Q®000®QO 0®mOO®00 m®mOn®0®OnCI O®®®faOQOnm®n Qmm00®E�7n *SEE UM ,. ;,mmmvvoo�am®mnnnnommmonoo©ono�oo®ommmnonon0m�moonor� mmmnnnno®®mEt000nmmm0i�000nn��OO[��00m0000om monnnn mmmnmmQsammmomovam®mom®nonoon®©oo®mmommQowmmommon mmavr�QQm®momm�QErammon®menonc=nmo®mmmnomQQmmmnomnn .. mQ]DODQQ a!®I�OndQn®®mQr7QOm nQnQn[7E7m mm�[1l7OQd mmQ70nO[�n , mmnmvoo [C!®O®OmQQm®�iIIO®o0ni��FE3O®QQm®i7FA000OmmO®O®nin •. a•mmonQo�m®mood•aQm®mnonnenonoioo�m�mm�nvoQa•mmnvoQo mmmOOQQ m®mO0®QOm®R70O®®ODnOOQ®FAO mmOOQQOmmiI700®Qn ®m®mO©OOO m®m000OO�i�mE'Qf[Q7�o00���00®0 m®m000OO m®mnomoo 00 © �vQQo�mm veno©®Qo mmQ©QOQommo©©Qo • ®���OQQO®�o®c3�adrammin®��ise�Pnnnoo®nOm®noQ000a�mnvoQdO mmmoQQoo mmm000no�n�am�onee nonoo©oo aammc�taooQ mmmmaoon ��mmOo�oOO�m���OOOmmi��®oO®���o�®�Q®����OoOoomm��®OOO .NS OF USE .. BLADE U �mmOOOOOQammnoOOOoe�i �t�e�O Onnom©�OOm®©OOOOOmmn�oQnOO O noQOQnoc•nomoQQoonoe�ese�o©movQonn©voQQv000®o oQo 1 �uoQQQoomooQQQQo;�nnr�ssesoon©nnnomm©oQsaQommo©OQon mmaQQOQommmQQQQoensnm�sssennmo©nnommQooQQQmm®ve•QQn ��mOonOOOO�m©oOoniOOe�e' �' iOsie ie OEM HIM��OOOOOL�7�m®00v0��7 sseds���dd�0liHIM®Onounelmmungu i ®�OQQO�p�O�pp000vOl��desdseDO®®OQOO®DOOOVOQmovio ovQo OmmQQQQOo ®oQQonoo�©QooQno omQese�ses mnnonnno�QQooQ v©ooQQon • om000000vmoQovQormesessenammndoovmQ000Q�uoQvoQQo �aQ>oQono�ooQQQQn onnesessenn©nQoon�QaoQQQQ�oQQQQQo �c�QQOQQQQOQQQooQQcaesesAnrlmm�oQnnovQQOQo QmQoo Qo �_ - ' � • ' � • � ooQQnoQonQ0000nonesesesenononnnnoQnQQQ�'inoQorvOQnO � t• , OOOOOOO�voOOOOOnsOOOO�em000OooO�Q�QOOooOmOOOOOOo ' O�e�iOOOOO�o�iOio OOOOOOO®�s��nomoeode��oavnoo�OQOOVOn • • • i 8 02017 EASTERN MErAL SUPPLY, INC. BERTHA HVT- I t t .11 American Shutter SY31GM3 Association, Inc. 1 1' 1 11• .f•1 1 el t T � 0 t ©�� • 1 0-� WALTMO Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 Tnjjr 0-�_ • 1 MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2^ MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS {ft} A N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & 0 _ W & X _ W & X W & X SA,NEGATVE DESIGN LOAD(pst S0.lECATTJE DESIGN LOAD(psf A.NEGATA OESIGN LOAD A.NEGATIVE DESIGN LOAD D.NEGATIVE DESIGN LOAD(pst S.D.NEGATVE DESMN LOAD(psI .NEEGATNE DESIGN LOAD(Pa 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 4D b0 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 751901105 _0.OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 1019 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.514 3 6 5 4 4 4 3 4•_p^ 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.513.5 3 12 10 10 9 8 8 6 6 4.5 3.513 2.5 6 5 4 4 k 3 •_p• 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 5 4.5 3.5 3 2.5 12 10 1019 8 7 6 5.513.5 3 2 2 6 5 4 4 4 3 6'-0^ 12 10 10 9 6 6.5 6 6 4.5 3.5 3 2.5 12 10 TO 9 8 4.5 6 5.5 3,5 3 2.5 2 12 10 1019 6 3 6 4.5 3 --I- - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 8'-o" 12 10 10 7.5 4.5 3 6 5 3 2,512 2 112,10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - 4,5 3 2 - - - 6 5 4 - - g'_O^ 12 10 .101 5 3.5.- 6 14.5 3 2 2 1- 112110 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 - - 5 14 2.5 2 - - 112 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - 3.512.5 - - - - 6 5 - - - 11'-0^ 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - 3 2 - - - - 6 5 - - 13'-0^ 12 10 - - - - 4 3 - - - - 12 IO - - - 3.5 2.5 - - - - 12 7 - - - - 2 5 2 - - - - 6 4 - - - 14'-0^ 12 10 - - - - 4 3 - - - - 12 7 - 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - 15'-0^ 12 - - - - - 3.5 - - - - - 12 - - 16'-0' 12 - 12 - - - - - 2.5 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRA 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFR SHALL BE AS FOLLOWS: - 1/4"e TAPCON WITH ADVANCED THREAAFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT-W.BUaCEx In H V BLADE 0 R H V BLADE W�/ W/MUCUUM THREADED PENETRATION AS INDICATED AT EACH SECTION CIA SHEETS 18&19.EXCLT•ITON: SEE NOTE 70 BELOW. I�A HV WINDOW BLADE WORKING IN UNISON 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 19 AND SHAH CONSIST OF TAG SCREWS AS PER N.O.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIMITQTOH$OF USE OF -SOUTHERN PINE Ho,2 W/Ga0.55(N.DS) BLADE ON SHEET 28 -DOUGLIS FR W/G-O-w(N.D.S.) SPRUCE PINE FIR NORTH W/Gm0.43(N.O.S.) --SPRUCE PINE FIR SOUTH W/G-0.36(N.0.5,) -MIN,1/2•COX PLYWOOD(1986 APA) 4,ANCHORS SHALL BE IUSTAU.ED FOLLOWING ALL OF THE RECOUMENDATHONS AND SPECIFICATIONS OF THE ANCHOR'S MAUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricanes Zone ,1141141 �.+ 02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. icy = BERTHA HVTu s� L A S S A Accordion Shutter System • 0. 418 L E C 0 g e e. ■ ■ ■ ■ v.e1A>r 1 W OR W/O Hv.VAN DUO DAE&H.V,DAE c ? i TILUT TESTING & ENGINEERING COMPANY American Shutter Systems M.N. DESCRIPTION DATE DRAWN BY!.' Lc. • }�t� ; Association, Inc. I OLD 15-070 07/26/17 DATE 07/28/17 6w U.N.35M s+.,Sw W5,HROM Gwam.rLMDA 331 4268 West Roads Drive 2 �••ti * •Af%,A4 Ph-:(305)871-1530.F.:(305)671-+531 West PGtm BeOah, FL 33407 DRAWING No S RIU `` °-maCN e®8`"" Phene: (800)432-2204 . Fox: (561)209-8380 j 17-102 WALTER A.TWHW J,P.E 5 SHEET pE. •••R1R1•/OATE FLOfWA Lx.1 44167 6 16 OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGAME A S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) -~ LJ B :Ei3 T RATE + NOTES ON ANCHORS R O 11R M NTS• WOOD SUBSTRATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4 o TAPCON WITH ADVANCED THRE"ORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BLALDEX 0 UGt1G FIR W/ W MIN. G=0.43 W/MIN MUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 x 19. MAXIMUM MIN. G=0.50 / W/ MIN. G=0.36 SPAN EXCEPnON:SEE NOTE 2 BELOW. (It) B.O. WALL MOUNTINGS B.Q. WALL MOUNTINGS B.Q. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S &V S &V S & V LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ASD NEGATIVE OESfCH LOADA.S.D.NEGATIVE DESIGN LOAD(pal A.S.O.NEGATIVE DESIGN LOAD.(D� -............_.............. __._.._...-_ _.._._..__'_'____......._...._ -SOUTHERN PINE No.2 W/G-0.55(N,D.S) 30 40 60 75 90 05 30 40 60175 90 105 30 40160 75 90 105 -aouctas FIR W/0-0.50(N.D.S.) 3'-T OR LESS 12 12 12 112 12 1112 12 12 12 112 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2'COX PLYWOOD(1986 APA) 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11. 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8 ANCHOR'S MANUFACTURER 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 B 8'-O. 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10.512 12 12 11 9 8 12 72 9.5 7.5 6.5 6 10'-O" 12 12 12 12 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5112 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1.5 9.5 8 12 12 0. 8 7 6 12 11 7 6 5 4.5 13'-0" E12 12 12 0. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 1 D 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 3.515'-0" 72 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.5 8.5 6 4.5 4 318'-0" 12 10. 8.5 6.5 4 1. 12 8 6 4.5 3 11 8 3 - O HY BLADE ONLY 1���A"�"�+� FLORIDA BUILDING CODE(High VelocityHurricane Zone LIB 1�Sj•III ��'I (!)2017 ULTECO.INC.(ENGRLECtK) 02017 EASTERN METAL SUPPLY. INC. BERTHA HV��� J s�•,.•P a TM xx /70LE C O imc. A■S■&A. Accordion Shutter System a 7 S V.BLADE#1 W/OR W 0 H.V.WINDOW BLADE&H.V.WDE 'TlllIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Ne DESCRWTION DATE OSAWN BY: L.C. S /�• 6J55 N.W.361R SL,Ste.305,VRGiM4 GAROOLS,ILOR104 3316 Association, Inc. I OLD 15-079 a)/ta/17 wTE: mf28/17 -` AT Pt.-:(305)871-1S30.Fm:(3QS)8'71-1531 4268 West Floods Drive 2 S �'•.,Q✓RIQ�;.• P(`14LLL a-moo:WteeO�.eom West Palm Beach. FL 33407 3 DRAWING N�O5 WAULT7 A 11LLIriJr.P.E.. Phase: (800)432-2204 . Fox: (561)209-8380 4 7-10L '�41E. „ TURD/DATE FLORIDA Lc 0 44167 5 SHEET ® 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 9 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 psf. A.S.D. DESIGN U OR MAX SPAN & ;r' r .-1/4•0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON ^� T�,. I r. 7HREA0FOWd TECHNOLOGY _ 1/2'Nin.PENETRATION -.,,� •f �, 1/4'O TAPCON WITH ADVANCED .Zi OF THREADED AREA TO 1�THREAOFORN TECHNOLOGY E%ImNC WOOD HEADER. } w sir? ! W/1 1/2-Win.PENETRATION 1 1 1 OR . :.,+ ' OF THREADED AREA TO 'I ' (SEE SCHEDULE ON SHEET 16) I .., ( NFL SEPARATION pri :~. EXISTING WOOD HEADER. 1D CLASS(SEE OR® r~ (SEE SCHEDULE aJ SHEET 16) h_12 FORE�pi I j 1' 1/4'a-20n3/4-SS.MACHINE SCREWS EASDNG i 28` W1/4'-zo NUTS O 12'o.c. c(ASS—( N z T I WALL IOR `In� :-OPTIONAL FINSH lw ORNG MIN. FINISH2'a4-WOOD ♦HEADER REQUIRED 1 OR® :: ` EXS'TING MIN2'x4'WOOD 1/4.4 TAPCON WITH ADVANCED HEIDER RECURED THREADFORM TECHNOLOGY TLASS10 QASS(SEE MW.SEPARATION I (: 2'x4'CONT.SILL Of THRE/AOED AREA ETRATION SO EDLEE ON I TO CLASS PLATE REO'D.12 Ft(2 69AitE 7F.TTO I I I E)OSftHG (SEE SCHEDULE )j } MIDYAOTH OF WOOD PLATE. aml � I GLASS--t) ON SHEET 12) I i (SEE SCHEDULE ON SHf7:F 16) MUHV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION -�- MIN.SEPARATION EX35TWG f NW.SEPARATION TO GLASS t G7AS - NIN.SEPARATION f TO CLASS (SEE.SCHEDULE ro GLASS I t EXImNG �—(sEE SCHc�ULE I 1 EXI5TINc ON SHEET 12) 2'a4"CONE.(—(SEE SCHEDULE—' ' G1A55� ON SHEET 12) : "Li 5 AEQ D,PLAT V ON SHEET 12) ,; i 1 _ L 3 r '""'•�, 6 LHINE SCREWS 1Y ( LaACHINEOSCREWS S. / I USING 1/4'-20 NUTS WALL `e' 1/4'-20 NUTS O I I I m 12'O.C. FINISH 12'O.C. T ( I I 1�OR® , DA :: 1OR 1® 1 OR 15 i In I' ;}• } �2 OR q WOOD PLAT ':• S I p- - E u f!:::' �4r - 2*x4"_ REO'D. 1/4'0 TAPCON WITH AWANCED7i .• ADVANCED rTHREAOFORIA TCNNOLOGY q t ' 1/4'o TAPCON WRH ADVANCED 1 }y ``4 p t.- I ? THREADFORM TECHNOLOGY } iLDGY W/1/2'Min.PENETRATION OF i NOIE t o 2:4 LONT W 1 1THREADED AREA INTO PLYWOOD. T 1 W/ 1/2"Mn,PENETRATION OF 1-SEE SNEEF 4 FOR TYPLCAL lL .,.{ / /2 Min.PENETRATION i 1. U+. THREADED ARE1 INTO PLW'ODD. StLL•PLATE OFTHREAOED AREA 6 (SEE SCHEDULE ON SHEET 16) .'ii ,ei ? SNURER ASSEMALY. (SEE SCHEDULE DY SHEET 16) 2-MOUNTING SECTIONS CAN 8E ; iRE00. ,:LL MIDN H OF WOOD PLATE EXCMC MIN.2xt'SPUDS f '� COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SHEET 16) 1/2'MIN.COX PLYWOOD REO'0. 0 16'O.C.MAX.REWD.— SUIT ANY INSTALY WAY. PLYWOOD TO SE ATTACHED TO 1/2'MIN.CDX WALL FINISH �.ISTMG MIN.2'IN"STUDS®16'O.C.MAX.REO'0. STUDS IN ACCORDANCE WITH PLYWOOD REG D. ` ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F9.C. ♦SEE LUITAiIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. @LADE 1A ON SHEET ©HV WALL SILL INSTALLATION 4IF41"A'°° V FLORIDA BUILDING CODE High Velocity Hurricane Zone ,/1 ✓^: 02017 MLTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. nis �• BERTHA HVTM f NO.44167 �L E C O A�S,S'�A, Accordion Shutter System .Y.HABE i1 W/OR W/0 N.Y.NOW 6M&H.V.BLADE t TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REV.Mo DESCRIPIIOR DATC DRAWN BY: LC. CC�� Association, Inc. I OLD 15-0711 07/26/17 DATE: 07/26/17 WS6 NW.36th.St.Ste.305.VAGN- CAMDS,FLOWA 331 0 Phone:(309)071-1330.Fox:(303)871-1331 4268 West ROODS Drive x DRAWING No 111 •-m 1:R tecoftw 4am West Polm Beach, FL 33407 1fI EB-0006719 Phone: (800)432-2204 . Fox: (561)209-&%0 4 7—�02 WAITER A T0.1A Jr.P.E. P.E.�I?S/&Attllli�%DATE FLORID uc.)44167 8 18H F 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTA I ATIONS INTO WOOD WITH HV BLADE C�ONLY-SHALL BE LIMITED TO OS sf. A.S.D. DESIGN RRATING, SEES T S WALL Fes" A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLAD WORKING IN UNISON Y s Y 1/4•m ED TH WITH EO- -EQ 2"MIN.---I ADVANCED THREAOFORM TECHNOLOGY W/1 1/2'Min. a'x8'(Min.)EXA r•- 1�- EDGE(IF APPLICABLE) PENETRATION OF THREADED WOOD BEAM RED. _ i AREA TO EXISTING WOOD STRUCTURAL ADY I 1ri S t1EADfR• 1/4'm-za,3/a•S.S. of EXISTING WEAM r---- { (SEE SCNEOIAE ON SHEET 17) PHIWPS TRUSS HEAD TO BE CERTIFIE _. WOQO 1'Min• CHINE SCREWSREt75TERE0 EN Ofl E E --„ TRUSSES OREO- ARCHITECT PRI 1/2" 1 2• RAFTER®24' W/ 1/4"-20NUTSA �_....- fO.C. SHUTTER INSTAL . 9 - --- D.C.REQUIRED TAPCON WITHOR 1 S ADVANCEO THREADFEXISTING SOFFR 7ECHNOLO['Y Wf 1 Min,350' PENETRA710N OF TH 3/4'MO.. 7hX. AREA TO EXSTINC WB Ep #14x3/4' rE E� 114'xl/8"CONT.ALUM.TUBE (SEE SCHEDULE ON 16) S.M.S. (6063-T6 ALLOY)W ,1 1 ®s'O.C. 1 11 or Q3 or 1© (3)5/16'0 LAG SCREWS TO EACH RAFTER OR TRU55. GOT 1 or $ LOCMIOATE OF EXTSNNG WOOD O © © ! LACATE LOG SCREWS aT EXISnNO MIN 2'x4• tl Exisn O—S� HEADER REQ•0 MIN.SEPARATION ) I I ' MEMBER,(2•Min.NOMitt1 WM H) GtA55 ' TO CUSS I I W/2'Min.PENETRATION OF STUOPEN HOLE AT EACH- TO(SEE SCHEDULE ON SHEET 12) fXtG C 5, o TO 0u SCREW �(((�I(JJJjjj i INSTALLATIONS WITVH 72 FpOsi AT CENTER OF TUBE. Y MAX.A.S.D.DESIGN LOAD AND ' To(LASS=�¢i • I MIL MFAPAIMI f�j N INSTALLATION IS ONLY VALID QS HV WALL HEADER INSTALLATION ;++OL�(13R0 EXISTING m�Ml��yt�T� I FFOR WOOD OF /MIN. SPECIFIC I OUGLAS g'�IDAa I .GLASS-� a��9 OR EQUAL SOUTHERN PINE No.2, 1 OR FIR OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. •". 2-MOUNnh'G SECTIONS CAN BE COMBINED >�� IN ANY WAY TO SUIT ANY INSTALLATION. (T)HV CEILING INSTALLATION �HV CEILING INSTALLATION Tom. 1 OR MILL SEPARATION I I ( MIN.SEPARATION ' (- TO GLASS 1 ON x TO GLASS I I EXISTING I ON yM m -�(SEE SCHEDULE I I EXtSnNG F -(SEE SCHEDULE OR SHEET 12) I ' GLA55\. , e �W� . I ON MEET 12) I I I GLAss-- � I I WALL— i s I ALTERNAT I 8 I I - 1' (ANCHOR 1,I�( �. EXISTOJC T ( F%NtSH I I 1/4" 6 7 )IOCAnGN ( 7fe MN. 1j10x3/a'HEx CU55� 11 I�2;6 REWI pD •�'+-,, )9 Nax. O ( 3/E WASHER HEAD TEX t (NO FINISH ALLOWED) ••� SCREWS 6 12' .e 2•x6'MINI.WQOD o •"i''~ DECK REQUIRED(Nb v{ '� 1 OR® FINISH ALLOWED} I ;� .---' r ----EDGE OF DECK LEO-Tp- 1/{'0-20:3/4'S.S. EDGE OF DECK 2" 1' r-"_.- IF APPLICABLE '•F ' /` ._T/.'a TAPCON WITH 1'�PF0WP5 TRUSS HEAD IF APPUCAELE DUE _ - 1 ANCLT)THREADFI3RM ADVANCED THREADFORM Min. MACHINE SCREWS i _ 7ECHNOtAGY Wf 1 1/2'Min. V,/1/4'-20 NUTS 2'NIX. • OF �-��-_" TECHNOLOGY W/1 1/2'MTn. PENETRATION OF ThREADEO R 12"O.C. -_.`_. _._..�_ -- DECK IF �)' PENETRATION OF 7 READEO 2'x4"C071i. APPLICABLE 2•MtN.� AREA o MiDWIDTH OF WOOD 521 PU7E ARFA®M�DWINH OF WOOD 1/a"m TAPCON YAM ADVANCED THREADFORM TECHNOLOGY - PLATE. REQ'D. PLATE. W/T. 1/2'16n.PE14ETPAIION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SKE 16) (SEE SCHEDULE ON SHEET 17) DECK.(SEE SCHEDULE ON SHEET 16) •SEE U AnONS OF USE OF � Bone OH SHEET 2B '^J HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION 0W I FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) %%tR P,. ............... ✓A x 02017 TILTECO,DLC.(ENGINEERING) @ 2017 EASTERN METAL SUPPLY. INC. y� ::��GfRS� '•:. BERTHA HVTM No.44167 A.S.S.A. Accordion Shutter System Y.BLADE 11 W/OR W10 FLY.VANDOW BLADE&H.Y.BLADE �r TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems M.N. DESCRIPTION DATE DRAWN LTV: LC, ^ '}D•' �,.'• ,%L 63SS N.W.36,St,Ste.30%WRG3M GARMIS,FLCROA 3316 Association, Inc. I OLD 15-079 07/26/17 DATE- 07/26/1Ph—yJtr �•*•L Ph—:(305)971-35SO.Fo.:(305)871-1531 4268 West Reads Drive 2 U S/ '•• e- M Ntac000W. %Vest Palm Beach,FL 33407 3 DRAWING No FldL�n , ' WALTER A OGS710TILLIT PE Phmne: (800)432-2204. Fax: (561)209-Mo 1 7-1 02 P.E.SEltLfSlGNAfi1RE/DATE FLORIDA Lae./44167 s SFiEE7 6 19 OF 28 . -e-@.@ III 05 p I # NOTES ON HD LOCKS AND CENTERMATES• I ®a &TDOWE 3a'Lot 1. MANDATORY CONDITION A 1; ONE 3 H.D. LOCK SHALL BE USED FOR xve-lie ,N �"Q ANY SPAN AND INSTALLATION AT HEADUTY SYMMETRICAL CENTERMATES, MA-MV• ( 1 OR � AND AT ANY ELEVATION. 54 H.D. LOCK MAY BE USED AS AT�TT INSID OR OUTSIDE LOCK, ATTACHED f0'0 HEAVY DUTY SYMMETRICAL CENTERMATES a _ I RODS @ ARE NOT MANDATORY, i.e.e. THEY ARE O8" LONG FLAT MPLETELYMOPTIONAL. JR NG z° ± j 2. MANDATORY CONDITION #Z LOCATION OF 3 H.D. LOCK SHALL BE AS »€ z i z INDICATED ON SHUTTER ELEVATION, i.e., FOR STRUTTER SPANS UP TO 105". xvc-1tDC � - o 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 + I ITHAN 105 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF LoaSHUTTER. I . (I fn I o xvt-Nor z I 3 SEE END CONNECTION EF rr �3 DETAILS ONj SHEET 24 i TYP. FULL �� s1on1 HEIGHT. ((�1 CR®OR C6,1 +OCN TYPICAL () HV BLADE SHUTTER ELEVATION N.T.S. I'j111111JtJJ�iy� 'y FLORIDA BUILDING CODE(High Velocity Hurricane Zone ,,I�p• •.•��•aa••CC"`•N•., �"� Q2017 TILIFtO,01C.(EN;RHEOONG) 02017 EASTERN METAL SUPPLY, INC. ��� aVCI'Igl••'• CC BERTHA HVTY. N0• 1 I L E C 4 �N�. A..�l.S.A. Accordion Shutter System t;; V.BLADE 0 W1 OR'W 0 NV.MNDW BtAOE k H,V.EJADE 12 Jer TILUT TESTING do ENGINEERING COMPANY American Shutter Sy3tems REV-4. otSCR"ON DATE MWN Br: Lc. 2 ��"C,r ..•. bass raw.36M SL.ye,aoy,vasau cxRaerx aawoA aatc Association, Inc. I ow 1s-M 07/26/0 DATE: 07/26/t7 ? .L� R r'• t� Ph :(305)871-13a0,F-x:(�)871-15J1 4268 West Roads Drive 7 [s t� _.CSLii� ttt e- 1:mtecooaal,co n West Palm Beach, FL 33407 a DRAWING No �• 17AI �TF_mot'" tB-moe7ts Phcne: (800)432-2204 . Fox: (561)209-8380 n WALTER A Tx1R Jr,P.E, 4 �7— OZ P.E.511fCj6liN A6ATE FwRM&17e,!44167 SHEET 6 21 OF 213 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON 1/4'P-20z3/4'S.S. _ REQUIRED SHEET 26) YAClDNE SCREWS USIt Yi 1 .C, CONCRETE ANCHORS 1-20 NUTS O 6-O ....._ ..-. t / CONCRETE r—(SEE SCHEDULE CN SHM 26) - - - J� REQUIRED EDGE OF i C.$`SS t 2 ern. / 1'j// -r'/../. Sl1a IF ,.N.sawwwN O , (S E SCRO nE a+ a� ETt • (XI 18 / £0 / % APPLICABLE TO MASS SHEET 25) 3 ScIaDULSKCf 'Or i i A, i 5 Oct ED —OPTIONAL t I I EXISTING ---SLAB IF r CUSS ✓ r' �i APPLICABLE e Ja , f EDGE OF SUB IF ! APPLICABLE40N.SEPARATIONro cuss 2 ro cuss � / (SEE SCPELULE ON '^(SEE SCHEDULE ON 41Y1�_ POURED c a� i SHEET�> 2 J L' CONCR_T EXISTING-� SHFEr�) 1 1 I POURED FLAT HEAD CONCRETE ANCHORS REQUIRED FLAT HEAD CONCRETE ANCHORS CLASS \ CONCRETE (SEE SCHEDULE ON SNEE7 26) (SEE SCHEDULE ON SHc'Er 26) HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HO WALK—OVER INSTALLATION uw,sEPMATON ' ' 2 i�PTO W ASS � I O si-Rom �tON'T 5 CLASS �QV +� O CH i (8E S I `v (SEE SCHEDULESHEET ON 4 OUSTING ' GLASS , , > GLASS -� _71 ; ALTERNATE / / OPnON?tl s i 14r3 4'HEX ANCHOR 4" En 1 1-T J7 LOCATION 1 1 s ,, (114z3/4'HEX WASHER OPTIONAL! 11 WAS R HEAD 7EKSCREWS O 8To(SCREWS I 6'O.C. O 6'O.C. 'ZCONCRETE ANCHORS 7 (SEE SCHEDULE ON @I4x3/4' ILEX HEAD- SHEET 26) T6tNCRZETE TExSCREWS 6 3'O.C. 1'18 EDGE OF / /�i `�, p i Eb EO OR r/4'0-20;S.S.IAS. CONCRETE ANCHORS 1, / /,, ; 1/y 1•. . / EDGE Or ✓: \ V!f NUT 3'O.C.-_� L -(SEE SCHEDULE ON ApR 8E rA EO a /�`' // " f/ APpALICAIF SLE 16 I f4a-20z3/4SHEET 26) : / � ` � �F1CLLTRltHEA6 POUF uACHCJESCREY75 Y /- •I / j:+'" /i;' cONCREtE!ANCHORS U9NG If4•_2O ` %rI�� {{ (;v�DULE QN , 77a�/,i i�ti7 'i EDGE OF REQUIREDPOURED CO NUTS O 5'O.C. -?r' /I, •. //•'/ SUB IF WALL REQ'D. SHEET 26) i�f, '`/; i ! j /. // !/ APPLICABLE @ HD FLOOR INSTALLATION HD WALL SILL INSTALLATION CONCRETE REQUIRED ®E NOTE MR COMBS&N OF SECTIONS: (f� HD RAINGUARD INSTALLATION INSTALLATION DETAILS W f ® HV BLADE 1—SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: 3/8*-1' ASSEMBLY � E.D..e EDGE tlISTANCE 2-AtOiiNnNG SECTIQNS fYAN BE COL181AED (SEE SPECFICAn0N5 ON SHEET 26) AI/ � IN ANY WAY o IT Atrt wsruumoN. ++3+A ''�� FLORIDA BUILDING CODE(Hi h Velocit Hurricane Zone ........... ` 02017,iLTEQD.INC.(EHGDIEFRIHG) ®201BERTHA SUPPLY. No.44167 A Q Accordion Shutter System ■ ■ ■ ■ .V.B1ADE il W OR W/O KV.WfWfl BLADE&KV. •L TILUi TESTING & ENGINEERING COMPANY American Shutter Systems REKHe DEstRmllol+ DATE DRAW.;BY LC a Association, Inc. I OLD 15-07V D7/2Vt7 DATE: 07/26/n(� 6336 TLX 360..St.,Sta.M.LdWM MOM FLOMILA 33161 Phone:(305)871-1330.FCA:(305)871-1531 4268 West Roads Drive 2 DRAWING NQ _ ••••••••'"``•��1e1 a rnoa:Ot.-Clea— Wes( Palm Beach, FL 33407 3 -{ONAt E`�,L�t OB-0006719 Phone: (800)432-2204 . For. (561)209-8380 4 7-102 �} WALTER AAU TT b,P.E. P.E.SF`FLJ9GW&EJDATE FLORIDA LLc.9 44167 5 SHEET 6 22 OF 213 SEE END WALL CONNECTION DETAILS ON SHEET 24 oUT 90' IN `�/—EXISTING GLASS INSTALLATION OO O I O * SEE NOTES ON LOCKING RODS @ & HD LOCKS ON SHEET 21 M H V BLADE SEE DETAILS ON SHEETE240N'f I L_— ————— ——————— ——1 EXISTING GLASS 2 -- — — ----------------------------z , 2-x2Stf6•x0'-2' (61S-T6 AL ANGLE w/(2)/.o I 1/ 35* * 35 TAPCON ANCHORS TO MlN,sEFARA;n (OPTIONAL) ,4 {QFTIONAl} i /14 x 3/4 sxs 0 12' (4) H.V. 1 CONCRETE (i0P/eanclJf� O.C. TO GLASS @(4)d14x1/2•S.M.S. I ' (SEE SCHEDULE PINS (TYP.)' IN 3 TO 7UDE Ar FACJ1 ON SHEET 25) (4) H.V. AN 6L ) 5 4 5 6' 6 1/2• PINS (TYP.) i 5 p \ z' , HVA—HDA 2 31 1/2- OR 32 4 33 31 oR©2 31 oa 32 j !35 * `31 oR 32 35* (OPTIONAL.) HVC-HDC g 0R®°R® ,�DR E73snNG cuss toPnoHaL) VB—HOB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ a! LOCK(INTERIOR) W/ i! LOCK (EXTERIOR) ®'® MIN.SEPARATION TO GLASS FIN ®CA©+(2).R (SEE SCHEDULE ON SHEET 25) -- ----------- ------ 3 f�ANC6"1 VARIES O.C. 3// Ike V, OUT I 6 1/2'MAX.SLICK HVE—HDE LPOUREO CONCRETE OR HVD-HDD CONCRETE BLOCK WALL +rJpIN//biii REOUIRED FLORIDA BUILDING CODE(High Velocity Hurricone Zone 111L���••.•�Ct'•., r��Z ©2017 S� TILTECO.INC.(ENGINEERNG) 02017 EASTERN IJETAL SUPPLY, INC., BERTHA HVT- *.` No.44187 ': 71777ZC O ,1N,. A.S■S■A■ Accordion Shutter System .V 71 : .BIAOE 1 W OR W 0 H.V.MOON BLADE&HX BLADE ;y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REM]. DESCRIPTION DATE DRAWN Dr. LC. 36t N.N. SL,Sya5,.3 NROWA CMDENS,FLORU 331SE Association, Inc. 1 010 15-079 07/26117 DSTE: 07/26/17 R� ��+dA Paone:(303)571-1530.Fax:(3D5)071-1531 4268 west Roods Drive 2 tS ............ ..••••••• a—nl a:tateeoORol.-n, West Palm Beach,FL 33407 3 DRAWING No Ee-0006719 Phone: (600)432-2204 . For: (561)20?-8380 4 1 7— �'1 WALTER TiUT J,P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lk.0 u167 3 SHEET 6 23 OF 28 MAXIMUM SHUTTER SPAN * NOTES. • SEPARATION TO GLASS REQUIREMENTS "L+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLATIONS W/ SYMMETRICAL A.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3. L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATE A.S.D. HD CENT M31 OR 33 DESIGN PRESSURE RATING. W/ ONE HD 4 LOOK & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING DS 35 ♦ MOUNTINGS OR FLOOR/CEILING: UAMMUMGIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, �H POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. P�.c[ GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (pal) ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE. (4 OR-) L t (N L-(9) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 15'-5" 18'-0' MINIMUM DETERMINED SPAN BETWEEN "L+"AND 35 14'-10" 18'-0" UM SPAN FOR 40 14'-4' 17'-10" COMBINATIONS IN BETWEEN WALL WCEDURE TO DETERMINE /FLOOR/CFJUNG INSTALLATION LEGEND 45 13'-11" 17'-6' MOUNTINGS: suB51RA1E 50 13•-6" tY-0" POURED CONCRETE FOR A GIVEN POSITIVE F.S.D.DESIGN PRESSURE RATING: MOUN9N45 (SHEET 22) 55 13'-3' 16'-10" DETERMINE: 60 12"-11• 16-2 L1+- MAX.SPAN FCR WALL MOUNTING INSTALLATIONS. WALL AA & EE 65 12'-B' 15'-6' L2+-MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING INSTALLATIONS. 70 12'-6" 1+'-tl' FLOOR/CEILING Ba, CC, D0. 75 l2'-3" 14'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING Fr- & GG P185 12'-0' 14'-0` DETERMINE: L, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. II'-f0' 13-7 U MAX. SPAN FOR FLOOR/CEILING MOUNTING 1 t'-6' 13'-2' INSTALLATIONS. il'-3• 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 10•-6' 12'-6' MINIMUM BE WEEN "L1+', 'L2+",'Ll-AND "L2-" 10'-0" 12'-2"_ 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'-B" RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9" I i'-5' 125 - t 1'-2' 130 - 10'-11' 135 - lo'-9" 140 - 10'-6" 145 - 10'-4" 150 - I W-2' 155 - 10'-0' 160 - W-10' 165 - 170 - 175 - T9'-2'-5" iB0 - H V BLADE ,BS - 9' 195 -- '- 8=9" 1if +lFT'�GP 11 �•" /TIC= FLORIDA BUILDING CODE(High Velocity Hurricone Zone) `1 F t Q2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. NO.44167 3 BERTHA HVTM _ Q S S A Accordion Shutter System I L E C O t■�. ■ V.61ADE E1 W/OR W/0 FLV.N1f1)DDW BADE&tiV.aADE J American Shutter Systems REV.Ne DESCRIPTION DATE JORAWN BY: LC. n 1 TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/25/17 DATE 07/28/17 Z v ••�`� 1�1 8R5 H.W.36;A.St.Ste.205.NRGNN CARl1D15,rLORIDA 331 ,,�' Ph.":(.305)671-1530.Fe.:(305)871-1531 4268 West Roods Drive 2 .... a-mdl•tate.00-Loom West Potm Beach, FL 33407 3. DRAWING ND M-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 1 7—1 02 WALIER A.TILT J1.P.E. P.E.SEAL/SIGNATURE/DATE FLORIN Lk-f 44167 5 SHEET 6 1 25 OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS' POURED CONCRETE SUBSTRATE ANCHORS SPACING IEGENft hMAXIMUM ANCHOR* SPACING (in. SCHEDULE FOR A GIVE (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: i se CARTON .MAX. SHUTTER SPAN. -MAXIMUM A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE A.1)TO EXISTING POURED CONCRETE: (Min. 3192 psi) 3 16b TAPCDN%L - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W. BUtLDEX. FOR CONCRETE INSTALLATIONS MINIMUM EMBEDMENT INTO POURED CONCRETE OF TPPCON IS 1 3/4•. A.2)TO EXISTING POURED CONCRETE: (Min. f'c . 2899 psi) POURED CONCRETE — 5/16-0 TAPCON XL ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEN. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4'. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN A.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (it) USE MAXIMUM VALUES BETWEEN POSAVE AND NEGATIVE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS CONSULT THIS ENGINEER. B. 4 1/2" 3 1/2" (B) AN ANCHOR'S HORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE B,-9„ OR LESS 12" 8" 6" 4" 3 3/4• (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3" — — UP TO 12'-1" 4" 4" 10" 6" UM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR UP TO E DISTANCE FOR 7 1/2" 5 1/2 4` - - 3.5/8• EDGE DISTANCE FOR 5/A16.0 TAPCON XL i' .0 ONLY FOR UP TO 10'-0'SPAN (2 H-BLADE ONLY 1,111"•�ER'A Tj FLORIDA BUILDING CODE(High VeIOCity Hurrlcone Zone 1 ©2.017 TILTECO,ENC.(ENOWERMG) 02017 EASTERN METAL SUPPLY, INC. �GENsct''•`�s' BERTHA HVTM NO.44167 ' A S S A Accordion Shutter System *_ IL ECO .... 3 N.f3A4E 1 W/OR W/0 HV.WINODW BUOE k H.V.EtADE = O• ,,' ENGINEERING COMPANY American Shutter Systems RLVAN OLSORTT1o11 DATE DRAWN BY: L.C. TiLUT TESTING •'�" ' Association, Inc. 1 OLD 15-079 07/26/17 OATS: 07/26/17 ��A�• •Ra)y((jttr-f,•�M4 axs aw.sa•.n.sc..sl..aos.KRcaxt csnov+s.naaDA ssla West P West Roods Drive 2 _ Pew:(305)871-1530.Fa.:(305)871-1531 DRAWING No o_mua:Ote-GooLGOm Wsst Potm BeDch.FL 33407 3 HAL E� 66-000671a Phone: (800)432-2204. Fox: (561)209-8380 4 1 7-102 ,r WALTER A TILUT ill RE s SHEET P.E.Std./SIGNATURE/DATE FLORIDA 1-9 44167 6 26 OF 28 f - - -•----- -- 0625" .1875" — " , 12"MIN.CLEARANCE I TO ELADE TOP • EXTERIOR EOCE 1 A 0625 SECTION X—X HV WINDOW BLADE SCALE: 1" = 1° DUDE, .1875_ AU Y KC,h G- EO ,0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW (�) GAYER MAKROLON 3103 POLYCARBONATE 0.0525" RESINS, UV—STABILIZED GRADE OR SABIC CO INNOVATIVE PLASTIC LEXAN 103 RESIN I FLAT PORTION (SEE NOTE "F" ON SHEET 28). �— OF BLADE . t' i R1,7 F 500` �4 I EXTERIOR /! / m t.375o" POLYCARBONATE SOURCES FOR 44 11V mr+aow / m I ppPUAR RESULT TYPICAL PROPERTIES STANDARD D a s sc PLASTIC Lam 02.8750 X "Tow/ REFERENCE SOUKi P ,MR I i SI3/4' SPECIFIC GRAMTY ASTM D792 0.043 ib/ins 0,043 IbAn QN CENTERS MECHAMIGU_: TENSILE YIELD STRENGTH A5TM 0638 9.400 P.s.L 9.500 p.s.L. M 0790 12,500 p.s.1. 13.400 p.s.i. CLEAR -hC 1/4' _ FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345.000 p.s,i. SEPARATION SEMEN 03.7500 IMPACT: AR BETWEEN TABS .0525` 03.0000 NOTCHED IZOD ASTM 0256 IB FT-LCrn 17 FT-1b/Ln OPENINGS I --1 0625" � FlR DEN BUR CNARA RIS71C5: - I SMOKE OEt4S1N ASTM D2843 47.2%. 64.5 R MAX SECTION Y—Y RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS L.750(3".- SELF IGNITION ASTM D1929 1040•F 950'F SCALE: 1" - 1" ASIM C155 TENSILE STRENGTH AFTER WEAIHERING ASTM 638 9302 p.s.i. 8840 p.s.i. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATNER6IC ASTM 638 8461 p.s.i. 8880 P.S.I. SCALE: 1" = 1" 12'MIN.CLEARANCE TO BLAOEEB01T° ; TYPICAL HV WINDOW BLADE n1 & AND FSCALE: P4Loy'�''=A�BONATE HV WINDOW DETAIL �t� FLORIDA BUILDING CODE(High Velocity Hurricone Zone) •'�,GEIV$t1. •Q ©2017 DLTECO,INC.(FNGINEMRRIC) 02017 EASTERN METAL SUPPLY, INC. Na.44167 _ BERTHA HVTM* ' A■S.S.A■ Accordion Shutter System V.ElAOE 1 W OR W/O HV.WiNIM BLADE k HV.BLADE 12 �'•. American Shutter Systems REY.W DESCRIPTION DATE DR4WT+BY: La TILLIT TESTING & ENGINEERING COMPANY Q•'• 1V 7 Association, Inc. I OLD L5-07s OT/]e/n DATE; 07/28/17 .� 36te.51.sm 7w,wRtwa raamD.s,rLes6oA 33164 .�,+, "„y`'"• r 4268 West Roads Drive ! ry r \ Phone:(305)871-T630.F-:(305)871-iS31 DRAWING No /V AlFr a-molls LITT..Ocoi.com West Palm Beach, FL 33407 3 TY EB-000a719 Phone: (800)432-2204 . Fax: (561)209-8780 + 1 7—1 02 ••--.. •• WALTER A 71"41.P.E. 5 SHEET P.E SEAL/SIGNATURE/DATE FLORIDA Lie.t 44167 6 27 OF 28 .. •GENERAL LIMITATIONS AND CONDITION OF USE FOR HRIA n HV I ADE ACCOROION cH TTTFw PZW WORKING IN UNISON WITH W WINDOW R enF q&j V 1.MAX.A.SD.DESIGN PRESSURE RATING.+110.-i 10 p s f. I 2.MUL SHUTTER SPAN:96 rn ! 3.ALLOWED MOUNDNCS:ti 0,a h H DN 9iEEf5 8.7:AS WELL AS MOUMINGS U.O,T,U k W ON SHEETS to®@ IB. �O� I ACCESS SIDE OF 5 O ►TJSf BBESI& Po"OINCLUDEDL AT EXTE IA�� IN CASE OF OPPo S@.@ S.(A)HV N1NDOW 61ADE©SHALL ONLY ALLOW A YA70MOY OF 5 OPENINGS TYP.EA END ' (3'0 HOLES)FOR 44 PER 81ADE AT SPACINGS SHOWN ON SHEET 27. (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE MAx.5 WINDOWS OF ANY 3.0 HOLE FOR©SHALL BE 12'. ALLOWED AT NY L� WINDOW BLAZE@ (WIN) OW SLADFIRST BLADE COINING OUT FROM STARTERS AT ENDS MAY BE HV (0)FN WiNOOW BHAOE O1 MUST BE USED ALTERNATE TD A SOLID HV GLADE(D T0)",I10UT SHUREfYS WIDTH. (E)CL�IERMA'ES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. gi LL (F)POLYCARSONATE HV NiNDOW A SHALL BE INSTALLED SO T TABS FACE SEE E CONNECTION j3T�£g 91 THE INTER"OR OF THE OPENING BEING PROTECTED.NJ NINOOWTN(t4 MUST BE DUALS ON 2 D ONLY INSTALLED AND LACKED USING A HV SETTING TOOL PROVIDED 13Y ASSA, tltl INC. SHEET I FULL HEIGHT. F JIM, 8.SEE ANCHOR SPACING SCHW1hE FOR INSTALLATIONS INTO WOOD FRAME 1 6 BUILDINGS ON SHEET 16.AS LIWIE'D BY SPAN AND A.S.D.DESIGN LOAD(SEE i YP P 4 S� NOTES 3 I, 1 k 2 ABOJE). C"e 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLIM INTO POURED NI CONCRETE OR CONCRETE BLOCK WALL ON SHEETS O &14 AS LURED BY SPAN AND Asa.DESIGN LOAD(SEE NOTES I R 2 ABOV'E). 0 H ,(?,_.](YPE PUN FOR REOUIMEN15) W /����©.� e.ADtLNUN SEPARATION TO GLASS SCHEDULE: !'��TSE TOP k BOTTOM L. t!fTFD.WaTH SHUTTER SPAN MINIMUM SEPARATION To GLASS ELEVATION nail SEnP M TO CLASS 98`Ue.. s- 17t15DNG GLASS 'LEE sn+<DMs ON 9NEET 1T FOR BItE DN DI Za FT1R®2 R i i �, -----J ------- �� -11 Mf N � NOTE 4 A / EXTERIOR ONLh TrP. Y M O ^ENTERMATFS�T 1 ' w/D �csF.NOTE 4 aeD>,E) / TYPICAL n HV BLADE WORKING IN FUNISQAI -WITH HV WINDOW BLADE SHUTTER* FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1�1 ........... Q2017 DLTECO.WC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVT- &1�7 A.S■S.A. Accordion Shutter System 4.v.BLADE 1 W OR W/0 KV WINDOW BLADE do H.Y.BLADE TILLIT TESTING 81 ENGINEERING COMPANY American StTuft®T SySI®me NEVJNo DESCRIPTION DATE DRAWN GY, Lc. ' ,y ,Lp,{jL• •+��A 6353 N.W.361n St.SLe W&VIRC MA CAROMS,FWtlOA 3316 Assoclation, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 Q�n�`• UM;: \��11 ph.-:(305)871-1530.T..:(305)871-1531 4268 West Roods Drive 2 -i 61•'••"` 4 1' e-WTI:b7tmowooLcom West Palm Beach, FL 33407 3 Dib4WING NO EB-00067L9 Phone: (800)432-2204 .Fox: (561)209-8380 7—1 Q'2 WALTER A SBLIT Jr.F.E. P,E��k74%?IGNAiURE/DATE FL0MFQA LIc.p 44157 5 SHEET 6 211 OF 2 EEWRED MUDIAUM VARIES INSTALLATIONS W/ l 1 ) HV BLADE & HV CENTERMATES 21 -12.000-Max.r.- V. AST' GRADE<°mv. Min.G-69 STEEL 2'Max. 43b INTO METAL STUD WALLS W METAL st0oS AT 16•D.C. ----- DI 6,o.c. 0 41 m•oo ' W W - -!---- �_�dl * 3® 1/4"e NOMINAL AND COND ALUMINUM SLEEVE 6063-T5 ALLOY -REQUIRED MMEMUM I M'n• 43O ' SYSTEM INSTALLATION TO METAL STUD WALLS o s/+•.6 1/4'x 0.0]5'MCK Mh I 43c o 6-o.C. Fi Ca .GAL%s7EEl TRACK o+ANRIt I 7 SEPARATION TO GLASS SCHEDULE r _3.°DD• ASTM A-653 GRIM 40 u:n.0-60 I®61 O.C. j M GALVANRCD FASTD&D 70 STUDS I EXIs7uvc FMISH 39 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.f. ox. W/(2),6x1/s TEN SCREWS 0Y I AS APPLtCA6LE 1 a. MINIMUM INTERIOR @ EXTERIOR FACE I 2. MAX. SHUTTER SPAN. 84' WIND ZONE ASTM E-t996 SEPARATION EXISTING GLASS---I MIN TO GLASS 43e LENGTH + 1- (SEE SCHEDULE) A _Q N 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 1 " — O " BOLT I (�) !6 1 THRU 3 Y MUST PENETRATE ' (EXISTING nNSH ,a 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED REWIRED MIMI&JM I RA$"''Pt'p'A�-E 6 WITH 21 AR GED N A METRICAL LAYOUT. 4 4- 1 3/4 x 6 1/4'k 0.03V THICK Nan.' 1 USE 0 (Z) 35 (6" LONG, MINIMUM) MUST ALWAYS BE �1.373• CON'TTM 6r•�TRACK R •� �43c 1 43a !, ,, .� INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF o 250" �- -•1--050' ASTM A-853 GRADE 40 16n.G-b0 4\ I 6 W/(242E0 FA51FTDC ro E"STUDSO ®6'O.C. 0 6-O.C. '' '-) v11— -----F1n w R(2 /&1 T TOR FACE ON 1, CENTERMATE. ` 1/4"0-20 THREADS c'.ti _ ', 4`�` BLADE SLACK DETAIL HVF IS VALID FOR 1/2 i2 ; CENTERMATE 21 APPLICATION WITH BLADE 1 O ELCO CONSTRUCTION O O PRODUCTS FAB-LOK HD REWIRED MINIMUM w -14, ® 63b0.C. .6•x 1 ,/2-x 653 C ADE' t s: COMPONENTS MIn.AS A_653 GRADE 49 �,. EGn.c-6o CA, W.STEEL a.,��' z, MS WALL HEADERZSILL INSTALLATION METAL STUDS AT 16'O.C. J7i".� t-EXISTING RNSH AS APPLICABLE SCALE 3/8'= 1' (7YP.TOP&BOTTOM) —————— —— —'-' •7——————— 1 3/4-x 6 1/4-x 0.035"THICK Min, LEASTING GLASS _ _ _ _ _ _ _ WK.CALM STEEL TRACK CHANNEL. ------------ i�•; i•:��•x: •�•+•�'t»•w ♦ i i•.Li:: 5•t•.�i i •r •• t s .....�C GALM AZED GRADE 40 Min.G-60 -rr �., ,},».s SYMMETRYCAL ,�,`• .,,. , ':ter SYMMETRYCAL CALVANRED FASTENED TO STUDS ' '♦•' 2 i , I• ; , Vl 2)16x1/2'TEK SCREWS ON t,�?; 40 43b 43c, x.4 w I. • 1 r , ; y' MIN.SEPARATION VARIES / t't' ; '.:'.•`� t ' ' CENTERMATES W/ ,r��:a) �; ; •CENTERMATES W/ ;c; ;t:x. TO GI.Lss 2' INTER OR&EX�ERIOR FAZE t'1•. � i v�.�•f Y.'L' `.�.•�.♦ ..I � •w'". � ' '� R �* ;• , , / ., .T•� SEE SCHEDULE) Max. 'r:�=^:t=a�'t?:i r,Hkl I {•• ti`!' ' EXTERIOR ACCESS SIDE., ; ;+•`c',r� IZ)�ITERIOR ACCESS SIDE i, •.,`' ( 4 -- -------- --- —_ --_ ----- -------------------- - ----- - -- -- -- j ----------- -- - ----------- 6•(TYP.) M7L SDVJWM To LASS ----- IN MN TXrI To OS(9E a/ss IN 4 I W/NMX Lox Sm lE) 8' ,n- W/011130E LN(a NMI) _ 1 -_- -- - -- -- ------ -- ---- -- -- _�=------ ---- - __- -�------- ------- --- 12 �—- - --=--- 24 =------ ----= = -_-= -- - - - -- ---- ------------------- ----------- - ---- ----- -- ----- v 1 21 t 21 21 M__ !� 21 2)42 O LOCAT D AT '1 ' --------------- --- ---------- - - - R -- ------------ ----------- — - - -- -- HY HEAD / LL ENDS ER SI VIEW Y 3 1/4' Min. i o (Trv> 6 1/2"(TYP•) 7 +u""fg ', { �7' 24 _6 1/2'MAX.SLACK # J SIDE CONNECTION TO TRACK (coot.) +++ HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone '•• •••••••�••'•,• _ C)2017 TLTECO:INC.(ENGINEERING) CD2017 EASTERN METAL SUPPLY, INC. NO.44167 BERTHA HVTM * `* T A■S■S■A7. Accordion Shutter System N.BLADE 11 W OR W 0 H.V.M14DOW BLADE&H.V.BLADE i p� Amet loan Shutter Systems REV Ne oEsanrllaN DATE DRAWN Br: LE do TILLIT TESTING ENGINEERING COMPANY Association _S • ryy�'jJ`�' \� 8755 KW.16Uv sSt.Sl..sGS,wfiL1MA Ca4DEN5.RORM ssl , I nc. t OLD 15-070 07/26/17 DATE: 07/26/17 � N� Phone:(305)671-1530.Fox:(305)871-1531 4268 West RoatlS Drive 2 L�•. e-moi:Ut—odd— West Palm Beach, FL 33407 3 DRAWING No �•,r.�••` ES-0009719 Phone: (800)432-2204. Fox: (561)209-8380 4 17-102 WALTER A TU1T Jr.P.E. RE SEAL/SIGNATURE/DATE FLORIDA Lk.Y 44167 - 5 SHEET 6 28A OF 29