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Home My WebLink AboutProduct Approval Florida wilding Code Online Page 1 of 3 +8C15 Home I Log In User Registration s Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links `Search Florida ' .. Product Approval re -USER:Public User � Product Aoarovat Menu>Product or Application Search>Application.list>Application Detail , FL# FL1850-R11 ® Application Type Revision Code Version 2017 Application Status _ Approved !� Comments � e 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 lrodriguez@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 El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tlllit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. [! Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) $andar ear ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified B Sections from the Code https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs9°/a2f%2ftCOhpJQ... 3/24/201i8 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summar v 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 11 AMERICAN SHUTTER SYSTEMS ASSOC_ Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PD 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 ASO load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 11 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 ASO load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS.INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT-PDF for 30 psf positive ASO load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 30 psf negative ASO load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. I- — 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 1 122 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 ASO negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE.AMERICAN SHUTTER SYSTEMS ASS 8'-0"for+64,-72 psf load for HV blade for Keystone I INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REP OR.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. Back Next Contact us::2601 Blair Stone Road.Taltahassee Fl.32394 Phone:850-487-1824 The State of Florida is an AAJEEO employer,Copyriaht 2007-2013 State of Florida:::Privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email add-ress which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Pluct Approval Accepts: N M https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqs9%2fD/o2ftCOhpJQ... 3/24/2018 I Florida Building Code Online Page 3 of 3 Credit Card Safe i r i i i i I 'I i i https://floridabuilding.6rg/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f"/o2ftCOhpJQ... 3/24/201;8 i I L I E'CO TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aql.com FL P.r.License No.44167 PRODUCT EVALUATION REPORT FLEH License No.�=)67 ig REPORT NO.: 17-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade#1 and 2 and HV Window Blade 1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 1.1. PRODUCT EVALUATION DOCUMENT(P.E.D.): Drawing No. 17-102 (revises drawing # 15-07PV"� 'rklfk 0 ftEHA H.V. 'J . * ACCORDION SHUTTER SYSTEM", sheets I thru 2 ' ' U ' SA and % 4443�3- 14A &" VW -r 28A of 28, prepared by Tilteco, Inc.; signed and efed" CA.. Tilit, Jr., P.E.; dated 07/26/17.This drawing is an integralrl Of tw1my, epiort. * STATE OF 6355 N.W. 36th Street,Suite 305,Miami,Florida 33166-Phone: (305)871-1530-Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0726.07 2 2.2. TEST REPORTS: For HV Blade I 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, 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL reports # 1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated 12120105, signed and sealed by Henry Haftem, 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 03/0412011 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 StatIet4qp*r4 accordance with Protocol TAS 202 per section 1626 Protocols T oil s st reports prepared by American Testing Lab of South Flo 08 and No. 0725.01-08 (Addendum), dated 07/19/08 and OE�IWO s I signed and sealed bWilliam R. Mehner, P.E., and Hen 'Haden .. y I ry # PRODUCT EVALUATION REPORT NO. 17-0726.07 3 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G`-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan, P.E. Tensile test as per QC Metallurgical Report # 8GM-693, dated July 21, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Product Approval, addressing Fire Burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design Wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated July 31, 2006, May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting 11, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), Drawing No. 17-102. Maximum Anchor Spacing for HV Blade I 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 irikated of Product ftr spar for HV Blade 2 shall be as indicated on sheet 25 -'.=.%alua ion Evaluation Document (P.E.D.), drawing No. 17-102. 1 r Document (P.E.D.), drawing # 17-102. MaximuR' rkbe as indicated on sheet 26 of 28 of Product Evaluatiov, Dorcur.pent Pd awing NO, 4416 ............ ZONAL V "o PRODUCT EVALUATION REPORT NO.17-0726.07 4 17-102. Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 17-102. 5. INSTALLATION: For HV Blade I shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 &- 28A of Product Evaluation Document(P.E.D.), drawing No. 17-102. 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 I 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 I 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. A. gotta R ........... 0 , V\G ENS NO. 44167 L PRODUCT EVALUATION REPORT NO.17-0726.07 5 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 indicated on sheet I 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 HVI 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). N0. 44167 • NAIL GENERA! NOTES: I.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D.)HAS BEEN VERIEST FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) TABU OF CONTENTS OF THE FLORIDA SOLOING CODE. DESIGN YANG LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WH A DIRECTIONAUTY FACTOR Kd-0,85,USING ASCE 7-10 AND SHALL NOT EXCEED TH£MAXIMUM(&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28 It 264RP EA 1: HV BLADES Cl (9 dt(J 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/MAIL(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25.26. 28&28A. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVERSTRESSED.A 33 B INCREASE IN ALLOINABLE LOADS FOR YM40 LOADS WAS NOT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 M.Y.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND 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 SLADE(D40214.01-03,#0715,01-03,➢1004.01-05, 11214,01-05,10317.02-06,#0609,01-10 MND[0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS, AREA 2: HV BLADE 6)AND HV WINQOW BLADE -HV WINDOW BLADE ®10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 072501-06 AS PER TAS 202 PROTOCOL ,(WHERE.APPLICABLE) - -- -HV SHADE©#0422.01-05'ASS P"E'R�TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYRCAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV MADEOAND HV B1ADE+2.)ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS NITRE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH _ INSTALLATION DETAILS A-E,CONCRETE/BLOCK SHEET 6 1�6' INSTALLATION DETAILS F-L, CONCRETE BLOCK SHEET 7 WINO ZONE MUST BE CLEARLY ENTIFIED IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MCN.SEPARATION TO GLASS.DELIMITATION OF MND ZONES 4 AND 5 AS'KELT AS VALIDITY OF COMPLIMENTS FOR HV BLADE 1 CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASSO ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD.AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR, HV BIADEOI MND HV WINDOW STATE (D ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF US£INDICATED ON SHEET 28, CENTERMATE DETAILS H0 SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCOROON PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHL'L BE# 14X2.76 AND 114X1.75 RESPECTNELY.410-HR MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.D kM YIELD STRENGTH AND 180 ksG TENSILE STRENGTH.FINS SHALL BE COATED WITH BERTHA HV OACROSKELO COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARX04C ON THEIR HEAD, ANCHOR SCHEDULE- CONCRETE SHEET 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SY,EETS 2 AND 3.MWINUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7"AND 35.7 kai ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 6005-T$ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET ISA S.ALL SCREWS TO eE STAINLESS STEEL 304 OR 316 AS.SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi CAIN.YIELD STRENGTH AND 90 kat Mn TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE- WOOD SHEET 17 6.DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MIMMUM YIELD S7REI4GTH. INSTALLATION DETAILS M-R,WOOD SHEET 18 MSTALlAT10N DETAILS S-K,W000 SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS'HV GLADE I , 13.14.15.15A.16.17&28A END CONNECTION DETAILS 7-12 & X,WOOD SHEET 20 1N BLADE A^x76� HHV BLADE 3&4'.`! WORKING IN UNISON: 13, 14&16 ARRA 3: HV BLAHS&ONLY B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.562.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5"458,179 ISSUED TO TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHM 21 EASTERN METAL SUPPLY.INC. INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO CENTERMATE DETAILS NO SHEET 23 SEAL/CAUL(ALL SHUTTER COMPONENT EDGES riNICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT NTH THE BUILDING 10 PREVENT WIND/RAN INTRUST N. END CONNECTION DETAILS 1-6&X, CONCRETE/BLOCK SHEET 24 10.EACH UNIT MUST SEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 M'AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE, CONCRETE SHEET 26 it.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN AtCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY NTH SECTION 1700.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: W WINDOW BLADE Q ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WIITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILMNG AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le,WHERE THE SITE COP403TWNS DL'AATE FROM THE P.E.O. �� „-N AREA 5: FIV OW BLAQE ONLY (e)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.•PROVIDED HE/SHE DOES NOT OLMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENNT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS. METAL.STUD WAILS SHEET 2BA (c)THIS P.EO.WILL BE CONSIDERED ih'VAL0 IF ALTERED BY ANY MEMOS. (a)SITE SPECHfIC PRWECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD{EOR,}FOR INC PROJECT AND WHO WILL THIS DRAWING SHALL- ONLY BE USED TO BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER 70 THE P.E.D.ENGINEER SHALL SUBMIT 10 THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA DRAPINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE Poo IOTT�AoN,. OF RECORD THAT PREPARED IT. +1+ )'1. 1# FLORIDA BUILDING CODE iii tI Velocity Hurricane Zone) ENS&%, 02017 MTECO.1NO(LNGINCOING) (§2017 EASTERN METAL SUPPLY,LINO, wl� yG S BERTHA HVTM �4416 ' rTA S A Accordion Shutter System o �N�. . .V.6lPllE/1 W/DR W D H.+.VIIRDOW BLS&)LV.BLADE 1 : TlLlii TESTING dr ENGINEERING COMPANY American Shutter Systems REV31n DESCRIPTION DATE CRAWN BY: LC_ Association, Inc. 1 DED 15-079 07/2,15/17 DATE: 07/26/17�• 5 6354 HLA`.36'.K St.SU.505,MINA OMDNS.FLORIDA 331 �iC` '• R, ��TA Pharro:(305)871-1530,Fox:(305)671-1531 4268 West Roods Drive x •••a�TINT a-moa:Of1ttA9oolsam West PotY, Beach,FL 33407 3 DRAWING No SJONAL�111E EB-0005719 Phone; (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A TNUUT Jr,P.E. P.E,SIAIJsIUYNATDRE/DATE FLGROA Lie.#44167 5 _ SHEET-- _.------- __ _ s t OF 28 3' FOR VIM 6'.� .I . �p VARIES 1 0 6'4 3w ?Q r 06\6 c�P• o o tla4. f 918• 1.491• $q_ a I �6 (Fe) I I j 4 4.377 e`er' :771 r�4J I 4,857' C C4 4.857 ( 1 1�HV 50LID BLADE � H ,37s•. N• �r. � COVER D UNDER US PATENT 5458179 lJ HV BLADE 5)HV 9 • 180' TARTER UNIVERSAL FLOATER C 1 A HV WINDOW BLADE• COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE(D& 2� 04 HV DIRECT MOUNT QUALIFIED FOR USE W/ 6005-T5 ALLOY AND TEMPER HV BLADE& 2 "SEE UMITATIONS OF USE OF BLADE ®ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE Yl/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 3.556' 6063-T6 ALLOY AND .373'_ o S.. .670' 226' 085• x• 7' .124' fip) 2.670' {� 72 .994' f. N 1 ♦ - 64z g ••�-�� 4.897' n � 0.072' 0.072' q 1.416• + 1 0 HV ADJ. ADAPTER W/LIP 125:!+ BHV WALK-OVER TRACK t- 6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV '920 1r_ �..1=�Z'�'' QUALIFIED FO USE Y! HV BLADE D&� QUALIFIED FOijRRR�USE Yl/ HV r / 6063-T6 ALLOY AND TEMPER BIADE(I & 2� HHV TRENCH TRACK .-i .55' 5.750' BSE 1�&(, 6053-T6 ALLOYS AND EMPEP. QUAUFIED Ti USE W HV 6063-T6 ALLOY AND TEMPER BLADE\:i&0 ONLY. `1�C HV RAINGUARD 6063-TG ALLOY AND TEMPER �'`� VARIES QUALIFIED FO�USE W HV $ 1.912 t' 1.915' 'c. t•3s• BLADE 1 &Q2 / q 083• :...OLYT' o VARIES 1.936' 6063-T6 ALLOY AND TEMPER o� .060' • � .085' p .063' .093' �nl ''�1 i 2 035' n .1 DO' I Fr .Q-83' QQ m .060' 3 ., .12 _) OcaA 870 ? Be q .060' 1 .060' �1 1670" F -1 0,q..�.•ao' n m_ 140' .14 '� a 3.520" 3 0.2\4 11, HV CEILING HEADER I 670 3.520• 1 630;_ - 0 LIFlEO FOR USE W/ HV BLADE(1 OIJLY, (�11HY HEADER/SILL '67O •.,\, , 3.587• �oJ'• SEE SECTIONS FOR VALIDITY- QUAUFIED FOR USE W/ HV BLADE jl ONLY 13 HD CEILING HEADER/4.11 1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEt� QUAUFIED FOR USE W/ HV BLADE 1O 714 HD WALL HEADER/SILL 1? SHO CEILING HEADER/SILL SEE SECTIONS FOR VALJDTTY. OUAUFIEO FOR USE W/ HV 6063- QUALIFIED FOR USE l'7/ HV BLAOE(1 &•2 T6 ALLOY AND TEMPER BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER" 6063-T6 ALLOY AND TEMPER F COMPONEIIT A 8 T7 I T2ADE X Y t MN X MN Y MN t y' 2' 2' 0.125• 2• 5-MAX. 1/8• 1/8' HVO1 !! SIDE ANGLES 1Cit. 2' i5'MAX. 0.192.10.192' HV0 QUALIFIED FOR US£ W/ HVI CORNER POSTS BLADE 1&C2'. ALUMINUM ANGLES t9� ( 2.5' :t7'MAX. 0.t9o'f 0.190' KV 10 pLIFBLhDEl FO USE Wf HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV I I & 1� BLADE (SEE SCHEDULE FlAI�/NA�p�.' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM FlQ1t T1 .�� FLORIDA BUILDING CODE High Velocity Hurricane Zone) \IFIL Q~ ENS 2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. `Y�' F BERTHA HVTM 44161 ; ■�■�+■Q■ �TNL E C O Ips. Accordion Shutter System N.6LADE 11 W/OR W/0 H.V.WINDOW BLADE&H.V.WIDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems eEVA. DESCRIFmON DATE DRAWN 01: LC. 6355 N.W.36Fn.St.5N.30%MR44KA 04(10-D+S.FLCMDA 331 Association, Inc. .F a.o 15-079 67/26/17 DaTE: m/26/n 9O�'••....Ot..O.: •' 4268 West Roods Drive AC k\•5t( Phona:(JOS)671-t5J0.Foz:(105)871-ISJI 2 4�s+s,OtVAQ t e-mon:Rt-o-I.- West Palm Beach,FL 33407 3 DRAWING No '4 ! IF• ES-0006719 Phan.: (800)432-2204 . Faa: (561)209-8380 �_102 7�Irl WAITER A I.."P.E. { P.E iNfj/§t&fA1fj'R/DATE FLOR+OA Lx./44167 5 SHEET - - 2 OF-28---- --- <. 459' t/4`-20vt/K 745` I ( /a"-20 4. 745" 53" iTNRAFa HOatSr U5oC ENaUI Ms- BANOS PAUEDa= 2 tP.) J?!lEJ,DE4 DOSE UST H(AJ4UC[NAMEL SWED PMJRED "Es,ALLAN .062" a n .- J,X C(CHRfR ..9RA55 CYUPIlIER --j - t ^ tI w(J,7�RDME tcHRr&fi PutEa> :21 HV CENTERMATE ,� 13 6 d- a= HV LOCK � HV MRESS LOCK QUALIFIED FOR USE W/ HV BLADE,&(RONLY ALTF( V G C r E 023" QUALIFIED OR USE W/ HV OUALtFIED FOR USE WJ HV 6063-T6 ALLOY AND TEMPE QU ED FOR USE W/ HV BLADE 1 & 1 ONLY Q+ µ BLADE& ONLY. BLADE d& ONLY. - 6063-T6 ALLOY AND TEMPER 2 CORNER CENTERM 0 LIFIED FOR USE W/NY BLADE i ONLY 250`0.0. SIR' .BTa• 6063-T6 ALLOY ANO TEMPER PLASTIC HEAD 518" i 1.756' .922` .045"^ 2 MOLDCREW m, { { 75 360"AFTER RNERNG 193P-.i N012V ! N o I BEFORE R(4E71NG ip 1,,• �, I 1f 4"�,-"2q x 3 f 4" 1/4"0-20 RIVNU • 1 S.S. THUMBSCREW, "nrym 5ERE5 9444 AtAtNiNUM(7A24-T3 ALLO'O LARGE FTl3JGE TN3J c 94EO NIDWIT,PART 10820,AS M4NUFACRUREO BY AbDTL 2J60` t o1, .. PLAN `� r?iONr ELEVATION HY MALE "T" LOCK CEI'LTEy31�TE 4 66 G1ERM TExtaRJJ,PAfL",IPti EM'r.NEN JET+SEv OTOsa OR EQUAL. � " " HV "T" LOCK HV ALTERNATIVE LOCK S LOCKER FOR "T" {,CCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(9ONLY HV_ FEMALE T LOCK CENTERMATE pUAUFIEA FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE Wj HY GLAD£�t ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1 ONLY by jHV BLADE Q ONLY. 8th0E( ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1.917 �,L.91T (,. 3.161 tD 1 m tf• I] THUMS URN - -r OTUNDER OR { A63" Ott,`�° .dd3` Lr`2' .t,}>..°p' .•..-i ;15 KEY CYLINDER 314' � 1 o ro� gg N �Qs 0875"urn. .40S 31 H D CENTERMATE ¢ m �ao a �I QUALIFIED FOR USE W/ HV BLADE(1), & 2 QUAUFIEO FOR USE W/ HV BLADEQ). QA & 2 6063-T6 ALLOY AND TEMPERD CENTMATE'S INSERT' 6063-76 ALLOY AND TEMPER i Q1 � QUALIFIED FOR USE W/ HV BLADE 1tlA&Q it VARIES. 12`ADN. 1.130• 6063-T6 ALLOY AND TEMPER � t 1!4's-zD ss.513REW,/eo-1e s1/2' i cRN YJOJNOMBE 2 oEIAJLSnN J)' 1 . �D -" I ac 11 ER cr- 1.5T Min. 1.78 Mox. LOCKING RODA -37sro '/ao �JHD K OUAL171ED FOR USE W/ HY BLADE C&tO (gr HV 3 f 8"0-16 ACETAL (u1 1 J--=-20, SI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23w" HOOK BOLT LOCK. yyam�^^•}��//y, 6063-T6 ALLOY AND TEMPER TfL11�d8S�REWS JERIE*S S.S. THUM�r'RI WS QUALIFIED FOR USE W/ HV BLADEC1 ,P& DRitl€CIAATATITRACKS FOR PROPER EMBER ENLE QUALIFIED FOR USE rA'Y�AHri�D__DE D&(� QUALIFlEp FOR USE W/ HV BLADE 1 & FLORIDA BUILDING CODE(High Velocity hurricane Zone) .......... af+ Q201)TIL.MCO,INC,(ENCINEETIM) Q20T7 EASTERN METAL SUPPLY,INC. BERTHA HVTM !� d � �• A.S.S.A. Accordion Shutter System 71C .Y.ELA(R 1 W OR WIG RV.WOW BADE&H.V.BLADE '1k American ShuHer Systems REV.I/o DESCMPTJDN DATE DRAWL BY: L.C.+� TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/24/17 W,TE 07/26/17 �1 y 6355 N.M'.36`.A.St.,S1.365,NRJa"CAROM FLORIDA,FL)NYW 33t �C) FLORIOP +,L�4 Phone:(305)871-1530.Fcx:(305)871-1531 4268 West Roods Di 2 Wast Palm Beach,FL 33407 DRAWING NO =lC�•"..... •• a-mod:Wtt%oQo4l,cCm 3 s 'rc\ 11� EB-000D7t9 phone: (800)432-2204 . Fax: (561)249-8380 4 17-102 /E WALTER A TILLR JJ.P.E.—_ P.E. P jF iFY9. TE FLMDA Ltc.J"Is.? - --- s 3 H F 28—- - 3/80 SHUTTER ASSEMBLY SCHEDULE FOR HV.(1 HV 1 AND HV BLADES. i ;! Y 1O HV BLADE 1 lj HV BLADE iA � & 3 �HV BLADE 2 ® or j HV LONG RECESSED NYLON BUSHING I' 40 N •�� I 315"6 I 38 HV SHORT RECESSED NYLON BUSHING EXTERIOR ' + t. 40 HV NYLON HAT WASHER ) JI ~( -147p'o 1 41 �t7�S•0 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. i 8 0.188"o AISI 302 SERIES S.S. RIVETS 43 or ( ® or q@3 rSEE NOTE FOR ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) i j Q® or(2) i j 4 I EXTERIOR �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ` ® L 1z>< 4 POLYCARBONATE IMPACT RESISTANT HV WINDOWS '• I ? Q® or j (SEE SHEET 27) 1 ® 1 1 • TYPICAL SHUTTER ASSEMBLY } SCALE. 3/8" _ 1' HV PIN4©OR g AT EXTERIOR (1)HV PIN©SHALL ALWAYS BE USED AT ALL EXTERIOR ¢0324, /-BLADE'S KNUCKLE. BOTTOM HV 0 BLADE.K1. ES OF HV ACCORDION SYSTEM WHV1D/ OR 3 (SEE NOTE * FOR .048" ® REQUIREMENTS) (2) W PIN®MAY BE USED IN LIEU OF®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/t1VO2 ® \ ( { !I BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC'AND 'OD•, @) J SHEET 22. j? (3) HV PIN®OR 0 W/ 1/2'O.D. 1/16•THICK S.S.WASHER I t "Y� SMALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT WWWWq,I�I! "``�� SHEETS 11 &24. .NTS. N.T.S. IIi��Nriniiie'- FLORIDA BUILDING CODE Ni h Velocity Hurricane Zone) �1 �, ••••.• ©2017 TILTECO,INC.(ERMNEERNG) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM .A ■ &S ■ L E e o�Nc. A Accordion Shutter System Y.BLADf 11 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems aEVNe McAlpTroN DATE DRAWN eY, I-a. .QE•d' TILLIT TESTING & ENGINEERING COMPANY 1p f kr ,was NX 36M.St.St..305.VIRONA WDEN$,RDRIDA 331 Association, Inc. I OLD 15-071 07/2x/17 LATE: 07/26/17 0• P;•• M.-:(305)871-1530.Fee: 305871-1531 4268 Wast Roads Drive �t ( ) 2 ^�S ��ttt e-aalr Ultecot7ao+.cma West Palm Beach, FL 33407 3 DRAWING No S'Muwt F� .d WALTERs�LY B.,PX- Phcne: (800)432-2204 . Fcx: (561)204-8380 A 17-102 P.E.SF7(CfFUGGIpTyRE�TE FLORIDA Ua/44157 5 SHEET e - 4 OF-28—= - 3 Ov 9•0d ra$x3v, .tea 5 *MOTES ON HV LOCKS AND CENTERMATES: o, .b O MANDATORY COFIDRION Jt: ONE FIV LOCK 2✓�J or SHALL BE USED AT I/2 OF SHUTTER SPAN FOR ANY SPAN � EL 12•ABOVE OR LOCKBVW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR TTA HEINSTALLATIONS�T ANY t CEDJTERMATES W/(2} 1/4 0-20 MAY BE LONG FLAT USED AS AN ItiADIDE OR SS. MS..OUTSIDE OCATION OFALOCK SHALL RBBE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. LIMITED MMOATORY CONDITION J2 WE 1111--Ry D ON #I oWn FLOOR/ TWO HV LOCKS 4'OR �OR ONE FIV LOCK OR �W/TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SEQ FbR ANY SPAN AND INS ALLATIO AT ANY ELEVATION. - - ---- , F HV LOCK¢,�1 OR® SHALL BE ATTACHED TO q�l OR 23 CENTERMATES W/ SAME SPEClFlCA710NS AS PER - 50-NVB I MANDATORY CONDITION #I. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. II4a 4' ¢� 3. N Jt:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV tlO LOCKS _y OR� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES a R OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. kgp9 4. OPTIONAL CONDITION 12 MUD ONLy VMEN ftpAjogy CONDITION JI OR LIMITED MANDATORY CQNpM0N 3rd$ Hoc-Nye six + LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF D RED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS U OR AN ALTERNATIVE DEVICE a;3Iy�9 �_ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). SBY j-� da 5. 1;AEHDATORY CONDITION J2. ONE HV LOCK i2� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ln� a IV AND INSTALLATIONS AT ANY ELEVATION. FIV L K or�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, H Mgt E D-I�rD ATTACHED TOC CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS g 1 I tv , AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. \ ) =�=NS S� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IF 7ICK. i NE ALTERNATE HV LOC10N5 AT ANYATION.19 1- I 20x34"S.STHUMBSO SHOWNONCONNED L/3 OF SHUTTER SPAN. DETAILS ON D r C H J J x L 0 ' p 0 x y " x FULL I1 r». ; A' =NOTES ON HV LOCKS AND CENTERMATES: FULL HDGHT. I OF CORNER -uNuurtm 1067N ONE ALTERNATE HV'1'LOCK MAY BE INSTALLED IN LIEU OF FEV LOCKS OR�5 FOR ANY SPAN AND CENTERMATE INSTALLATION AT ANY ELEVATION.ALTRNATE LOCK 4�Q_L,WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT Oa 8 •(7'�,�8, -:1'0,' ;1 OF LOCK®INCLUDES USING REINFORCING TACKER i��i,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE O C L,. " CONNECTED TO CEUNUERMATES t$AND W/ 1/4'0-20 x 1 1/2'LONG SS.THREADED BOLT W/ 7/8'0 x 3/32" 10•15 ce }+ I3m( 4ca MAXIMUM ABOVUT OR E tdJ/4•BELOWiMIDSPAN USEOF TV//0 LOCKING RODS GS OP AND BOTOMMAY BE INSTALLED ANOATOAT IRyPAN OR 72' Lor VIT(8)-08 +�� *NOTES ON HD LOCKS & CENTERMATES• v ^ 1 A-` �� : ONE ALTERNATE HO LOCK 3USED IN LIEU OF 08 . oR • 1�3 at lv9•LL$loauJ HV LOCItS k OR S FOR ANY SPAN fN0 INSTALLATIIXi9 AY ANY ELEVATION.ALTERNATE Hp LOCK e�J MAY BE USED AS AN INSIDE OR OUTSDE LOCK.ATTACHMENT OF HD LOCK' TO IS W/J�8 x 3/8' F.H.S.S.MS.,AND INCLUDES TYPICAL HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT @AS SHOWN ON SECTIONS HOB- AND C-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPNt USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone 111 p EN ✓iQ 1 ®2017 DLTECO.INC.(ENGINEDW4) 02017 EASTERN METAL SUPPLY. INC. c sF BERTHA HVTM No.44167 JAI.SI.SI■A. Accordion Shutter System 0L ECOt»�. .V.6 11 W OR W/o H.V.WNDOW BfADE k H.Y.BLADE ' American Shutter Systems REV.NC DESCRIP1tON DATE DRAWN BN: LC. TILUT TESTING & ENGINEERING COMPANY p //•�y% f�(�K/1rT •`�. �� 6759 N.N.dWh.ul.Sta Jt75,lRkbNl\G1ftOD1S FLMM%3316 ABBOCIOtiOnJ Inc. 1 OLD 15-078 07/26/11 DATE 07/2e/17 F••• •"f 1':• • Ph—:(305)571-7530.F-:(3M)871-1531 4268 West Roods Drive 2 .�' -�r.01;taW.Oaa.— West Palm Beach, FL 33407 7 DRAWING No $JpA�E��'. EB-0006719 Phone: (800)432-2204 . Fax: (561)209-83Bo 17-102 x•1'7 1 WALTER A TILLR Jr.P.E 4 �7 FLMDA Ue.1 44767 5 SHEET P.E.S�S(�tS�IURE/DATE -- - e POURED CONCRETE POURED- POURED OR CONCRETE BLOCK C___E\ CONCRETE ti CONCRETE ANCHORS REW,REO rl/a'm-20x3/4'S.S. REQUIRED `• fiEOUIRED -- CONCRETE hVCHORS MACHINE SCREWS ,t CONCRETE ANCHORS Y' ��SCHEDULE ON r!; (SEE SCHEDULES i W/ 1/4' 20 / (SEE SCHEDULE ON SHEET 13) ) SHEETS 13& 15A)) NUTS®112'O.C. aRt$ /\ Mia. 1/a`m-24x3/4'S.S, - 17 oR 18 O rMACHINE SCREWS USING 1/4'-20 Nun 9� 15 E. 1 .250 Ma r ' t 3 1E D+ { /j/;t' ` �� 1 .250'Mox, i E'D* E.0• - ..v_ I OPTIONAL I 1 I IAN.SEPAR4nOVOPTIONAL {�iMIN.SEPARATION TO CLASS(SEE OSCHMULr ON SKIT GLASS "�I12FOR 6tADE(1?A"ID i 1 OR 1�� (SEE SCHEDULE ON+`" 1EKLSiING I ONSHEE 28�bR MINLASS .SEPA^�ATION � • 1 EYJ50 ._J SHEET 12) il� G1A55-i X031 TO CLASS (SEE SCHEDULE Oft ' DUSTING SHEET 12) I C) HY WALL HEADER INSTALLATION @ HV WALL HEADER INSTALLATION BO HV.WALL HEADER INSTALLATION EXISTING EXISTING GLA55—{ M.N.SEPARATION _ !�� tRA55— 3 MIN.. SETO PARATION m 1 TO�S(SEE I ---OOR (� 1 EIaCLASS� (SEE SCHEDULE ON 'SC>42>�ON Q MIN.SEPARATION ' SHEET 12) I2 FOR BLAVEON St�T 28 FW2 ' ' TO CLASS UL rh t �& (5EE SCHEDULE ON— SHEET I 11, OPTIONAL SHEET 12) � 1 I / t 4' OPTIONAL Mo. y'E.D. /'7' --� 110,1@5 / l i i t EA.• 1 1/ OR O �: 1z ED- OR / �• / i }1 Min, 102 OR P4 / PHILLIPS TRUSS HEAD EO EO-! �i/4"m-20x7<'S.S.PH'LLIPS {-. MACHIN£SCREWS USING CONCRETE ANCHORS. ll��.. I CONCRETE A14WORS { - / ^ 1 �J t8 1• 1/A'-20 NUTS& 12'O.C. tom-(SEE SCHEDULES ON TRUSS HERD MACHINE 12'SCRO.C. POURED CONCR£TE •I (SEE SCHEDULES ON , / ( Min. POURED CONCRETE SHEETS 13& 15:A) W/ if4'-20 NUTS q i2'C. SHEETS 13& 15A) 3, / i' OR CONCRETE BLOCK OR CONCRETE BLOCK ' / &PNCRETE ANCHORS RE011MED WA,..1.REQUIRED OD NV WALL SILL INSTALLATION ' (SEE SCHEDULES ON F�HV WALL SILL INSTALLATION POURED CONCRETE_: SHEETS 14& 15A) OR CONCRETE BLOCK WALL REQUIRED O NY WALL SILL INSTALLATION NOT FOR COMBINATION GF SEZMS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER +E 0. "EDGE DISTANCE ♦ S£E UN TATYJNS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET I4) BLADE 1A ON SHEET 28 H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALIATION. !// J' FLORIDA BUILDING CODE(High Velocity Hurricane Zone T9 S ®2017 TRTECO.INC(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. ......'. BERTHA HVTN+ 84167 ` A.S .S.A. Accordion Shutter System .Y.B(AOE 11 W/OR W/O H.V.VIDOW BLADE&HV.BtADE t t American Shutter Systems RLY.Nm ocscPoPnoN o tt DRAWN Bv: L.C. (. TILLIT TESTING & ENGINEERING COMPANY • R�g1'r7, v,,1 3318 705.63••1.5 KW.3fin.Sl.,'Aa. 1^dfeM rJdia3:5.7L0:-0M Association, Inc. I OLD 15-079 07/28/17 DATE_ 07/26/17 O•. v.✓'•� 1 4268 West Roods Drive DRAWING No X '........... .. Phme:(3Gs)671-1s3D.rax:(sos)Bn-1531 2 Q I. m:I:Ult+ca0-1— West Poke Beach, FL 33407 3 S7+/Q[a�,,�' 1� c aE8-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A TOUT Jr.P.E. SiGNATURE/DATE FLORIDA Lie.j 44167 5 SHEET -- -- -- - - - ---- -- - --- -- - - - - -- - - - - -- - -- - - - - - -- -- -- - - - _-6-OF- ------ POURED CONCRETE ANCHORS urat 10 OR a' CONCRETE (SEE SCHEDULE 04 SHEET 14) to MISS(SM EDV OF Sfp�l*x SLAB IF -w 2) 0 CLASS Ow E. APPLICABLE EXISTING (SCE SCHOMAE GLASS-1 A, GLASS SLE123 110.3/4-HEX EXISTING ANCHOR WASHER HEAD LOCATION TEK SCREWS 0 133 3 OR 5 IAN, D.C.12 EXISTING 5/6 I CONCRETE ANCHORS GLASS 7 (SEE NEDULE ON SHEET 14) • LAS IF EDGE OF I aEg ,--L-EC EDGE OF Ap 12 EDGE OF EXISTING EDGE OF IF PLICABLE "'t APPLICABLE YA. SLAB IF SLAB IF APPLICABLE APPLICABLE LZ "YA sw� POURED D.* POURED OR A CONCRETE CONCRETE POURED FLAT HEAD CONCRETE ANCHORS REQUIRED -------E. D. REQUIRED -,'FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) I (SEE SCHEDULE ON SHEET 15) REQUIRES (BI HV FLOOR INSTALLATION t TP HV WALK—OVER INSTALLATION '11VTRENCH INSTALLATION +70, PSP HV CEILING INSTAL LAS VALIDTION PREONLY FOR UP TO SSURE RATING &FOR S -75 PANS PER CONCRETE ANCHORS SCHEDULE J4.SHEET 12 (SEE SCHEDULES ON SHEETS 15& 15A) EXISTING MS71NC MAU GLASS--, SEPARATION GLASS SEPARATION IVIN. S ON "SONG TO GLASS TO CLASS GLASS '.--(SEE scKwLE*N-- ---jSIE SCH EDULE 0 SHEET 12) SHEET 12) T:o Il rMAX. OR (@ • JI-S 7 WASHES 3/8 rlr T/4" 4. IA;�P TEK SCREWS 0 9'D.C. HEAD TER SCRE dM #14. HEX HM_'�, 11142�/�� ;I CONCRETE ANCHORS R_0 OR 1/4-0-20 S.S.MS. k I .;�1/2,4 0 9"Q.C. 1/2 W/NUT a 9-O.O. (SEE SCHEDULE ON SHEET 15) F.H.S.D.S. EDGE -------r4i�- 14.3/4 f/ . f !;! I .rJ O.G. SLAB 11 NOTE 13(b) 1 7 CONCRETE ANCHORS \-SEE NOTE 13'b) SEE APPLICABLE H ON SHEET I POURED CONCRETE \ POURED CONCRETE (SEE SCHEDULES ON ON SHEET I OR CONCRETE BLOCK F/ OR CONCRETE BLOCK SHEETS is& 1 5A) RECURRED _.j 4'. REQUIRED OPw'N-1'�1POURED BY WALL FLOOR INSTLLA AIION OL HV WALL WALK—OVER INSTALLATION CONCRETE REQUIRED Q HV RAINGUAN INSTALLATION t HIM INSTALLATION DETAILS W_ NOTES FOR COM13INAMrti OF SMDHS: THIS INSTALLATION SHALL BE •E.D. ED"DISTANCE REMOVABLE WHEN PERFOR T HV BLADE MIES I-SEE SHEET 4 FOR TIPM SHUTTER (SEE SPEMCAMNS ON SHEET 14) AWACENT TO AN OPERABLE EXIT #SEE LIMITATIONS OF USE FOR ASSEMBLY t OR ENTRANCE BLADE TA ON SHEET 26 2-DMADUN'TING SECTIONS CAN BE COMBINED I .#011_1 - FLORIDA BUILDING CODE(High Velocity Ifurricone Zone) IN ANY WAY TO SUIT ANY zWALLATIM ."I.1 IN ............. @2017 EASTERN METAL SUPPLY, INC, C)2017 TILT MC.(ENGINEERING)ENi yf, S 1% . BERTHA HVT- No'44167 Accordion Shutter System E C 0 A.S.S.A. V 11 W/OR W/0 N.V.MOM M&H.V.BL40E American Shutter Systems REVA. DEscRiprTaN DATE DRAWN Bil, L.C. 14TILLIT TESTING & ENGINEERING COMPANY 3w N.W.3M.St,Sm X5.%I�IA Gk%)DIS.nAMPA Mo, Association, Inc. I OLD 15-079 07/26/17 DAM 07/26/17 - DRAWING No 4268 Wast Roads Drive 2 ....... phaile Z(30B)871-1530.F.;(305)alil-1531 West Patin Reach,FL 33407 *-.*a:Un—O.'g— 3 E0-0006719 Phone: (800)432-2204 . For. ($61)209-8380 17-102 WALTER A.TILLIT lfl.PX_ I P.E.SEAL/jG'(WIqE;DATE FLORIDA Liz,4 44167 SHEET- -- -- 6 7 OF 28 SEE END WALL ON SSEE NOTES ON LOCIONG RAOO�DS 30.HV LOOM 2p or 2© oUT ON SKELf 5. 9O IN iNSTALLATIONS W/ t HV **AND u5 FETAL Nr 5 VALID FOR AL ExsnNc class BLADE Wj HV CENTERMATES CENTEP3LATES APPLICATION MTN SLADE(D as9o4®• 7 oAt`8�ceit).@M DR SEE END WALL CONNECTION i L'G,�°R� ti'1'�"®°A —ExsnNccAss DETAILS ON SHEETS 11 & 2T L---- i i 3 iJ4• 7 6 1/2 7• 2'><z',Gtfa':o'-2 8 • 8 a 9+ FLA 1 . 9 AA 9 (6063-T6 ALLOY)A'UN._ OPPOSING j SYMMETRYCAL ANGLE 11/(2) i/4ro TAPCON 112• I CENTER RTES CENTERMATES LNN. sEPARATDra ANCHORS TO CONCRETE (TOP/60TTOM)k y10:3/4's.a1.s.a 12' ! Tb class (4)p10ci/2'S_N.S.TO THEE-} , O.C.rULL LEENNGrn. ( WI }(V LOCK Dr AT EACH ANGLE,(TVP)tt IN i ,.-� �..� (SEESSDU�,ON _ t I — —--T 1 i .. 2, HVB j� {F0UT �3HVC 80-To @-0 0- HVA IJP Ot�°A`/ tJ /�tsi�74��✓ J DASTNG GLASS BRED CONCRETE BLOCtE OR rREO'U BLOCK WALL ctAss c 'Q° /�'®" SYMMETRICAL IN V'V'��' "� —Lara sEPAaADON a•ifi)8w�,©NNlyl.�a1O9JclsnsN ;fel CENTERM TES r ©.�ga,i •�8P{�g` ©� roc�ss ( t ———— —V——- 'l'J W/ V COCK 8* { oPnbNu t A� 9• a� a ( EssstCEErD12}ON `✓ i f i 5 9 II 8 ' SE ON FIN * -�1-��- + INTERIOR O'® -_-___, '. TO G1A55 op -` ,---I { (SEE SCHEDULE (UarEA10A) r�1 - --- -----'_ -- —_•--••—�- -�'' I ON SHEET 12} ` 4UT j,CONCRETE ANCHORS C. vARI s — 16`b.a 3 vrSGEs Nj ik 't 9O' ' * w 1'j+y) `1',.7 �_{•/;1 m �UT 1 6 1/2`MAX.SLACK H Y G F ( "CC}777 VE V HVE BVQ iJUT T I/ ir FLORIDA BUILDING CODE(High Velocity tturricone Ione +,+ • ............. E� At" `2017 ALTEC4.INC.(ENGINEERING) Cr 2017 EASTERN METAL SUPPLY.INC. + BERTHA HVT1 �l0.4416, 'Y /'�� " ` Accordion Shutter System �4rI t u c. ■ ! ■ ! Y.8tt lE#f W OR Wf0 H.Y.WiNDOW BEAD£&N.V.sm 12 " TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REKNc OESCMPT10N GATE OMWN 7Y1 L.C. Association. Inc. i OLD 15-079 07126/17 DATE: 07/20/17 ;4 "W l r:'• 6355 N.N.38th S4 Sta.JOS.4IRGMA WtCUM FLOMM 3311 ••••••••••• + 426$West Roods Drive 2 t+ Pn-,:(305)871-1570.ra.x(305)871-1531 DRAWING NO Wt PiBeech. a eva..Yttnoft tmm wast eac .I L 33407 3 E8-0006718 Phone: (800)432-2204 . Fax: (561)209-0380 17-102 4 f NALTCR A.1lLUT Jr.P.E. P.E.SEAL/aW�3frATUk/DVE FLORIDA Uc.8 4A167 - s SHEET -_ 8 OF j8 ALTERNATE INSTALLATION W ZHV "T" LOCK 0 HV SEE END CONNECTION DMILS ON SHEETS II a( 20 MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS �2 WZ t) HV BLADE OUT 90 �,�EXISTWG GLASS N I * BLADE Q SUCK DETAIL HVF, INDICATED ON SHEET B. 1-0-&O T O ® AS WELL AS UNNIERSAL FLOATING BLADE©DETAIL HDD-MVD d1 8 INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE _I ©a©•��Q•®� INSTAUATON DETAIL+iVG SHOWN IN 7H75 SHEEP. -I 00 SEE END CONNECTION DETAILS ON SHEETS t 1 & 20 2-x2-x,/6-aD_2 � � I ®�pow©9•�aR��$wp . (6063((-y7J6 ALLOY)ALUM. ANGIE N0RS 1T0•a TCDtzt�.RCEfE 1/2• (IOP/BonoM)& I L____________________ _________ _______————_-._ (4)110x,/2'5.11.5,is TUBE 010 4'S.M.S.a 12• AT FAC"ANGLE.(TYP) I + O.O.FULL LENGHT. * I N 30 HV "T" � * LAIN.SEP T,ON 30 HV "T" ro c S BLOCK {INSIDE) 1 3 � I LOCK (INSIDE) (SEE SCH�DULE ON SHEET 12) i --—-—-—-—-- OF 1 28 r �i i—29 1 -i C 28 r 29 L.. 5 LJ OUT 2 1/4" 8"0 x 1 1/2" INGNU . �NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. f! * i # 0 HV "T" LOCK OUTSIDE SEE NOTE 6 FOR HV LOCK®, © ( ) 2� 1/4" 0—ZO x 1" S.S.M.S. •T•LOCK,ON SHEET 5. W/1/4"0 x 5/8" RIVNUT f. 0HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM H V G* (2024-T3 ALLOY)LARGE FLANGE THIN SHEEP NUTSERT,PART 1 0820. AS MANUFACTURED BY AVDEL CHERRY TE%TORN,PARSIPPENY, NEW JERSEY 07054 OR EQUAL ++)) AFLORIDA BUILDING CODE(High Velocity Hurricane Zone `114 r••�,V lr�s�;\✓�� ®2017 TILTECO.INC.(DKANEMNG) 02017 EASTERN METAL SUPPLY,INC. No.44i BERTHA HVTE+ * 6� I ■S■S■A■ Accordion Shutter System * �T::J:L E �O , . V.BVDE J1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.ND DESCRIPTION DATE DRAWN BY: LC. • �yp�CCCLLL I` L74 0355 N.W.36P.St.SW 3x5,V RC04A CAPOENS,FLC RtOA 331GE Association, Inc. , OLD 15-079 a7/48/n DATE: 07/26/17 -+`•• '•' • 1,14 Ph—;(304)871-153D.Fa•:(30.5)871-1531 4268 West Rands Drive 2 o-ma9:tX 0aa.eem West Palm Beach. FL 33407y DRAWING NO EB-0006719 Phane: (800)432-2204 . Fax: (561)209-8380 '�7— OZ WALTER A T1WT Jr.P.F. t P.E.SEAL/SIMTURE/OATE TLDIODA Lia.1 44167 5 SHEET _s _ 9 -OF 28-- 1 - -- SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 T `-��EXISTNNG GLASS OUT 9� �N ( INSTALLATION (1) HV BLADE ®�©•O°°®a10•®� Wl HD CENTERMATES (3� i 10•®^�©•��Q•©� SEE END WALLCONNECTION EDETAILS ON SHER 11 00 ©�®°A��®�®•©°' _— ——— ;EXISTING CLASS 3 1 I 8 . 8oc 9• al SoA 9 � -------� , _ 2 4' ' I. - 3 (E 63 ANGI.E6WALLOY) %( 1/<•e - -- - -- ( 1J2 (oanoNAL) 4 (oPTIO TAFCON ANCHORS TO f10 x 3/C SN.S.O TY MIN' C,1A95ION (4) H.V. j I i coNCRETe(roP/Oona;()I o.c. PWS TYP. 3 A(4)fuxt/4'SM.S.; .I r (SEE.SCHEDULE ( ) N (4) H.V. s TO TUBE AT EAClI j / ON SHEETi2' ham' )I 5 i 4 5 8_ 6 1/2' PINS (TYP.) f a 5 ell 5 j`�- l 90 i� `` 1 1 1/ i• 1/2• ! t I z 1 i 20 31 oR 32 * 33 31 OR 0 131 OR 32 35 -31 oR 32 HDA-HVA I 35 HDB-NVB (ornoTNa*i) HDC-HVC (OPTIONAL) OUT SYMMETRICAL HD CENTERMATES SYMAL HD CENTERMATES W LOCK INTERIOR W/ LOCK (EXTERIOR) cR o4 6 • 7 ®a10 •®� 10•©�©•�3aaQ,©°° * SEE NOTES ON LACKING RODS®& HD®LOCKS ON SHEET 5 z a ** UNIVERSAL FLOATING BLADE(a)DETAIL IiDD-HV)IS —- VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE TQ 3 O HDD—HVO** ( � FLORIDA BUILDING CODE(High Velocity Hurricane Zane �« ®4RL7EC0I , NC(ENGWEERRIC) ®2017 EASTERN METAL SUPPLY, INC- 017 `��`'1 ,,•r \CEN�.'�,✓� BERTHA HVTM No•44167 `. E CO Accordion Shutter System S LL V.EWE 11 W/OR W/O N.V.WINDOW BLADE k KV.BLADE/ . •t TA * x TII.UT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION GATE DRAWN BT: LC. Association, Inc. 1 OLD 15-079 07/26/v DATE: o7/zs/n 8155 H.W.35 .ST.,St,.305,VACHA CARIAM/703$1 3116 1 mm: 1 4268;Vast Roads Drive West Poim Beach, FL 33407 3 -•yyq�� Ph (303)871-1530,rax:(305)871-1531 4 /O�RL Ya15i4�X111, a-moa:tatec00004com DRAV:ING No E0-0006719 Phorte: (800)432-2204 . Fax: (561)209-8380 7— QL 4 I Y1, WALTER A.TILLIT Jt.P,E P.E SEAL%S.rG"1�{URE/DATE FLORLIA Ue.f 44167 5 SHEET _ - L 6 10 OF 28 POURED CONCRETE ORwAt POURED CONCRETE POURED CONCRETE _-POURED CONCRETE - R CONCRETE CONCRETE BLOCK YtALL I /' • OR CONCRETE --._..__. -------_.. g BLOCK OR CONCRETE REQUIRED % BLOCK WALL REOU1.4E0 L REQUIRED ---..-._.._._�.r BLOCK WALL REQUIRED EXISiNC GLASS ? A —EXISTING GLASS ! V 'CONCRETE ANCHOR— f—EXISTING"S / / f �—— / /' / 2' '� EXISTING GLASS .� @ 16.O.C. 1 MIN.SEPARATION -J- 2'MIN..•/ _— t TO qJS$( E 1—— 'f, �.—1 SEPARATION / SDEDULE ON SHEET MU SEPARATION / � MN SEPAPAT10N EO EO TD GLASS(SEE I ,. t2 FOR etADE IQAND TO GLAD(ffE / Sa1Tn�E ON SHEET ON SHEET 28 FOR SCHEDULE 1N SI1EE'I I i i�. ( ; TO CLAM(SEE 12 FOR BLADE A�0 1/16'x3'MAX. f !!+ SCHEDULE ON 9-aT / ON g¢7 28 (6063-(6)CONE. BLADES 0 12 FOR BLADE a)AND CN SHEET?8 FOR I ./ 12 FOR GLADE(DA VD (LOCATE ID HOFS tp& L UM. CLOSER F9ADES Oj 1/2' ON SHEET 28 FOR FJTH SIDE PLATE. {LOCATE 1/2• 1 �� BLADES U& _-_OF 5O AT EITHER SIDE NIN ` r 1/2"MIN. ®) I i •FUSE 1`OR 2'MAX. of 110x1/2'S.M.S. I ' _ :_�(AS APPLICA!B_E)x2"x1/8'x0•-2• ---!-�� g10xI/2'S.M.S.—/ ' 'r _-—'-- % ALUMINUM CUP ANGLE O 16'O.C. -—-—-moi' ® 1 B'O.C. -_,_— 4 ! (6063-T6 ALLOt�AT MIDHdGHT _ I /j` 11) #10.1 z•s.M.S.rG ap& v-" / (2)1/4"0 TAPCGNS ANCHORS To SEE DETAIL X FOR ��AA• WALL AT 1`O.C.(LOCATE AT • SIDE CONNECTION 1 OR `V'1 1 EITHER 510E OF�) I 1 OR • LIJ OR SEE DETAIL X FOR 1 OR • TO TRACKS /',� SIDE CONNECTION i jm�mC•17 m® ( .�m SEE DETAIL X F03J 1 4}-• '�mO.O �V � ;�m.C6�• 7 m,{y�, 10•�1m TO TRACKS 510E CONNECTION �..r 6 7°"B tit•�'m ` tl'L3'ml'J' ll•�°• j .1D•, m 71• , m m ; 00• 5'm�. ai�.q Tm TO TRACKS w m�7i•�3m�1• m ,�. ' 7mC'%'�" •�mG @m0 m v• 06. 7 @m o.�m .�m�.�m� 8.91-Q• mGm9 CB? �m ^•G �m0 O m 05-09 O•g,-v•@-0-@-0 END CO EC 10 IL 1J END CONNECTION DETAIL 20 END CONNECTION DETAIL(3 END CONNECTION DETAIL CI __...._ EXISTING GLASS I POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' ,� ,' CONCRETE BLOCK WALL �--ENISiING 4 r ! REOU{REO G1A55 (d: ,1,,r i AIN.SEPARATIONe 01/2•S.M. , ,"r'-'------"--- , Wa SEPpPATONI 10 GLASS(SEE A 16'o:c. \ TO GLASS(SEE --- SCLfDULE ON S1iE£T f \, SCHEDULE�!SFffET D a-�-------7-'l '}_==---w�-- •, 12 FOR GADEQAND CONCRETE 's 1/2'MIN. 12 FOR BLADE AND _-__-_ 1�L'___ OR®OR 1pR i ANCHOR a ON SHEET 28 FLYP �! -__________`~_� -�-- 6 J / CN St&ET 26 FOR 1 OR 3 ORS OR .' 81luSE.S(Ti'&a 12'O.C. , EIAM(D Q� -- > "CONCRETE _E% Nz� # _ ___!. ...,J l 1 ®OC. ---- t/2`MIN. 1 % ( •_.___ .: I y; ...-E 1 MIN. ...1 U EO It %2'MINf2•MIN. SEE EIX10N5 OF USE FOR i-. BLADE ON SHEET 28 �2)GR 3 OR-�9 OR� VIE W Y (CO R W' PLAN DETAIL X 1 OR ' ®m©•gym®m.1a. :m POURED CONCRETE ORm�•�-@w@-@o, --..----- 10).@ �• �•h�§a REOUIREDE BLOCK WALL •@.m@@mom m ©,(D 13-&•1 @n, END INSTALL 0 CONCRET \-C-07 '@-(D•0•@m �8m✓ •�a�8.�m In HV BLADE OR Ok HV WINDOW BLADE INTO ��. m�.�mp. m �m�•�m� m CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL C•y^B.mm:,t•imp ,� D,. CTION DET I B' Fy l 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone L11L.4A= ®2017 11LTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM • o A.�■�� Accordion Shutter System * V.B1ADE 1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE • t American Shutter Systema M.N. DESCRIPOON DAn ORAwu sr: ,@ TIWT TESTING & ENGINEERING COMPANY 1-G •Vj L��° 6755 N.-.Sam.SL.St.3056 vMNA GWENS.Fame al+a Association, Inc. I OLD 15-07907ry6/+7 OntE: 07/2e:/17 Phone:(305)871-1530.Fax:(305)671-t5m 4268 West Roods Drive s•'••.,,,� •�'•��ILL o-max:6Nemoao!.cem West Palm Beach, FL 33407 3 DRAWING No 'ALTER -MO6A. 7 dr.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 �7-102 P.E.5FAi�/S"TuiRF/DATE- aORIOA Dal 44167 -- - - s SHEET - e -11 OF-28 -- SCHEDULE At SCHEDULE J92 SCHEDULE Jia SCHEDULE #4 *' MAXIMUM SHUTTER * ETWOLOCKING UTTER * V�� M SHUTTER SPAN k"L+' • SEPARATION To GLASS R OUIREM NTS MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) OR "L RX-L-- ti. INSTALLATIONS nl civE1'irvE ALLOWABLE DESIGN FOR r OW FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ SPAN %+" OR "L-" { ) (t) SEE B� ® & ®or or W ONE (ft.) FOR INSTA LATIO ATIONS PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN / L-:MAX.ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0"ELEVATION OF BUILDING HV L CK Or or 26 Or HD VJ O W/ ONE HV LOCKS NEGATIVE A.S.O. DESIGN PRESSURE RATING® / 2 D! 21 & 22 W/ VJ/ NO LOCKINGMEASURED AT BOTTOM OF SHUTTER. LOCK W/N{�OCKING RODS 35R 2 E5 R 26 LOCKS 2 PROCEDURE TO DETERMINE MAXIMUM CENTERMATES 20k 29 W/ ONE HV HV () (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS KIN SPAN FOR WALL MOUNTINGS ORO LOCK 30 W/ TWO LOCKING OCK 24 O25 OR 26 W/ N / /QN FIDOR/CEIUNC: INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, P BOTT M W MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRc-TE&W000 INSiALLInONS O yApl N &WOOD CONCRETE k W 00CONCRETE CdVEN A POSRIVE A.S.D. DESIGN 1&0DEsxn AS.OD6wvTIONS O 2A5� w^EE eSQ INSTALLATIONS PRESSURE RATING, DETERMINE MAXIMUM PR15S(ARL' PRESSIFE WALL M0UNT94435 PR[STIFR SPAN 'L+'FROM SCHEDULE RA1NG - - FLOOR/CEtUNG FLOOR/CDUNC MDlXOOlO (ar1.I WALL MOUNTING MOUNTING -f ✓h (pat FLOOR/CEILING WOU47ING rA7rm OR GIVENWIN A N'cGATIVE A.S.D. D£SIG PRESSURE MINIMUM SEPARATION TO GLASS }{ D (+OR-I 0 OR-) FLDOR/CEnAtC MOUtMUGS (+OR•�) (� �) FLOOR ALL Mownpc RATING,DETERMINE MAXIMUM SPAN 'L-' SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (ft) L-{� L+ (II) L-(h) L+ (R) L-N) L+ (6) L-(a) l r 04FROM SCHEDULE. 30 13-2, 18'-0" 13'-2' 16'-0" 30 12'-3' 14'-9• 30 13'-1' 16'-O- 30 13'-2' 76'-0' FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-B' 14'-10' 12'-8" 14'-10' 35 11'-9" 13'-8' 35 12'-7' iW-7' 35 12'-8' 14'-10' EQUAL TO THE MINIMUM DETERMINED SPAN SPAN SWMETRICAL OPPOSING 40 12'-3" 13'-10• 12'-3" 13'-10' 40 17'-4" 12'-9' 40 12'-2" 15'-2' 40 12'-3' 13'-10" BETWEEN'L+'AND'L CENTERMATES CENTERMATES 45 11'-11" 13'-1' 11'-II' 13'-1' 45 II'-112'-0' 45 11'-9' 14'-3' 45 11'-11' 13'-1" ALLOWEDD(3)PROCEDURE TO DETERMINE MAXIMUM 105' 3 3/8.4 4" 50 11'-T 12'-5• I1'-7" 12'-5' 50 10'-9" 11'-5' 50 I1'-6' 13'-7" s0 11'-7' 12'-5" SPAN FOR COMBINATIONS R4 BETWEEN OR LESS 55 I1'-4" 11'-10' 11'-4• n'-f0' 55 10'-6• 10'-11' 55 11'-3' 12'-11' 55 11'-2' 11'-10• WALL W/FLOOR/CEIUNG MOUNTINGS: ALTS' MAX. 3 7/8•1 4- 60 11'-1" 11'-4' 11'-0' _ 11'-4' 60 70'-3' 10'-5" 60 11'-0' 72'-4" 60--- -70'-2' 10'-11• FOR A GIVEN POSITIVE A.S.O.DESIGN 5 USE 2 1/2"FOR XO LOCK OR F2,C1 65 l0'-6, 10'-10" 10'-7' 10"-10- 65 10'-0' 10'-0' 65 10'-9" 1)'-11• 65 9.-5. 9-4- PRESSURE RATING: USE rND:CATFO VALUES FOR CE MAi S. 70 10'-6" 10'-6' 70'-2' 10'-6' 70 9'-8" 9'-8• 70 10'-T 11'-5' 70 6'-9' 9-4' DETERMINE: 75 10'-1' 10'-1' 9'-10' 10'-7' 75 9'-4" 9'-4' 75 10'-4' IV-1- 75 - 9•_9' Lt+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. MINIMUM SEPARATION TO GLASS SCHFOUIE, 80 9'-10' 9'-9- 9'-7" 9'-10" 80 9'-O• 9'-0" 8D 10'-0" 10'-9' L2+-MAX.SPAN FOR FLOOR/OEIUNG SHUTTER W/ONE LOCK &TWO LOCKING RODS OR B5 9'-6' 9'-6" 9'-3' 9'-6' 85 8'-9" 8'-9' 65 9'-9' 10'-5• MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9'-3" 9'-0" 9'-3• 90 8'-6' 11-6' 90 9'-5" 10'-I" FOR A GIVEN NEGATIVE A.S.D.DESIGN INSTALLATIO14 W/ INSTALLATION 1V/ 95 9'-0' 8'-9" 1'-9' 9'-0' 95 8'-3" e'-3" 95 9'-2" _ 9'-10' PRESSURE RATING: SHUTTER SYb METRICnA OPPOSING DETERMINE: SPAT) 760 8'-9' 8'-4• B'-6' 8'-9' 100 8'-1' B'-1" 100 9'-O' 9'-7- CENTERFAATES CENTERMATES LIS A MAX.SPAN FOR WALL MOUNTING 705 8'-7' 7'-ll' 8'-4' 8'-4' 105 7'-11' 7'-11' 105 8"-9' 9'-4' INSTALLATIONS. i05' 2 3/4'•• 3 3/16• 110 8'-4' 7'-7' 8'-2' 7'-11' 110 7'-8' 7'-7' 110 1'-7' -9•-2' L2—MAX. SPAN FOR FLOOR/CEUNC OR LESS 115 W-2' 7'-3" 8'-0" 7'-7" 115 7'-6" 7'-3' 115 8'-4' B'-11' MOUNTING INSTALLATIONS. 5105'TO MAX 3 1/4" ••• 3 1/4' 120 0" 6'-11' 7-10' 7'-4' _ 120 7'-4" 6'-11• 120 -2• 6'-9" FINAL MAXIMUM ALLOWABLE SPAN IS ALLOWED USE 2 15/16'FOR HV?`LOCK�W/ JS 125 7'-'-10' 6'-8• 7'-8' 7'-0' - 125 7'-3' 6'-8' 125 8W'-0' 6'-`"~ EQUAL TO THE MINIMUM BETWEEN 'Ll+', 130 7'-8' 6'-5' 7-6' 6'-9" 130 7'-1' 6'-5• 130 Y-10" 8'-1" "L2+'."L,-"AND "L2-" rrr USE 4 1/8' FOR HV'T'LOCK®W/ 135 7'-7" V-2• 7'-4" 6'-6- 135 6'-11" 6'-2' 135 7'-9' 7'-9' USE INDICATED VALUES FOR HV CEMERMATES. (4)GO TO ANCHOR SCHEDULE WITH FINAL. 140 T-5' :i-11' 7'-3` 6'-0" 140 W-10' S'-11' 140 T-7' 7'-6" MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7'-3' 5'-9" T-1' 6'-0" 145 6'-8" 5'-9' 145 T-5' T-3' A.S.D. DESIGN PRESSURE RATING TO 150 7'-2" 5'-7" 7'-0' 5'-10' 150 6'-7" 5'-7- ISO 7'-4" 7'-0" DETERMINE!A(UAUlA ANCHOR SPACLYG. CONCRETE&MAN50RY Yi00D 155 7'-0' S'-5' 6'-10" S'-8" 155 _6'-6' 5'-5' 155 7'-2" 6'-9' 160 W-11" 5'-2" 6'-9" 5'-6' ISO 6'-5• S'-2' 160 7'-1" 6'-7' WALL A, 8, C, D. E. M. N.0,P. 0, R, 165 V-10' S'-1' 6'-8' 5'-4' 165 6'-3" 5'-1' 765 7'-0' 6'-4` MOUNT1140 F. K & L. S h V. _ 170 6'-9' 4'-11' 6'-T 5'-2' 170 6'-2' 4'-11' 170 5'-1 V 8'-2" MAXIMUM SHUTTER SPAN 'L+'OR "L-'FOR 175 6'-7- 4'-9" C-5- 5'-0' 175 6'-1' 4'-9' 175 6-9• 6'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G, H. I, 11 & J. T. U. W& X. 180 8'-6" 4'-8' 6'-4' 4'-10" ^lao 6'-0• 4'-8' ISO 6'-8" 5'-10" osf.A.S.D. DESIGN PRESSURE RATING MOUNTING 185 6'-5' 4'-6' 6'-3' 4'-9' 185 5'-11' 4'-6' 185 8'-7" 1' H.V. CORNER CENTERMATE 7P3 MAY BE //meq\� 790 6'-4" s'-5' 6'-2' 4'-7" 190 5'-1n" 4'-5" 190 6'-6" 5'76` USED At ALL MOUNTING INSTALLATIONS. LOCKING ` ! ) f"I v B LA D E 195 6'-3" 4'-3" 6'-1" 4'-6" 195 5'-9' 4'-3' 195 B'-5' S'-5" SPECIFICATIONS SHALL BE AS INDICATED ON `/ 200 8'-2• 4'-2' 61-0' 4'-5' 2C0 5'-B- 4'-2" 200 6'-4' 5'-3" MANDATORY CONDITION #2 NOTE#5,SHEET 5. 205 6'-0" 4'-1" 6'-0- 4'-3" 205 s'-8' 4' j(j q los 16'-3" S•-L• FLORIDA BUILDING CODE(High Velocity Hurricane Zone) % 4D2017 TrOECO.ING,(MIINEERING) 02017 EASTERN METAL SUPPLY, INC. • 'W��►s �9 BERTHA HVTM a 0,441 Accordion Shutter System IL ECO �N�. A.S.S.A. j V.BLADE 11 W/OR W/0 H.Y.WINDOW BLADE&-H.Y.BLADE( 92 1 American Shutter Systems REV3He DESCRIPTION DATE DRAWN BY: LC. TILLIT TESTING ENGINEERING COMPANY ,7.Q• `� 6.35 MIN.36".SL.SU.305,WRC—GROINS.FIOFIDA 3316f Association, Inc. I OLD 15-079 07/26/17 OITE 07/26/17 Prong:(30.5)871-1530.Fex:(305)871-1531 n Beach, FL 33407 Roads Drive 3 Wait DRAWING No �s "„+' � J44 a-man:L1eeOo0oa.cwn t POfm B ••�.V�i�lrie .'IH wAL1ER A006719r.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 P.`'9EW,�$ UhE/DATE FLORIDA UO. 6 44167 s SHEET 6 - 12 OF 28 • . •Ve.1 I vim 0101M.1... •::k'•�� -•,� JIB 11' i.: . •:il, 7:. :1•. ^-S• lIQ I IN Ta norm QE�t7C�000m00O0[�OQ�®0000I70a/®000[�L�OO®00[�DOm000[��QQ© .• i � WOOQ0�7mmm[ DAO[�i�®�DOODdaIm�E�0000Q1m0OVODOQOOQ mmmi7mQO mmmOQO00m® DODQOm® E1ODOnm®m0[10000QE�O�7Omf7 ®mmmm•• o�n�nmmmmnanv��®m� •-•givvommmonnomm®momndo�nnononm •• m� ; ovQ® mmmoQun®monono my Doom mommonoQAAmmoo ; ®m mmoovo®mmmnn® ®II]OOQOO��mvvvomm�mnomvonnonn®�� iLlmLLi00m000mi[)ooL7®00mmmm"""M tam=== "KIM afmmon©en mmmnnnoin mmm000m®m®m0®Qnn mmmOFamnn[�O��mEilOE7 mmm00©nn mmm0[70mlS QmmpOOQ®6lmm00onQ m®m0[�®nn ooElOao®n mmm0OmQ0®mmmOmMM Qlmmm"""M®m0 MORE IL•®QQ WiOm��inQn ODmm®mQ0 mmmv®Don mmAnmoQO®m000mninm0 ¢� [37nOnOOC•0��7®n mmmom�Qn a�mmonnon mmmnonon a�mmcoQonn mmmpmonnn onnooaKao mmmomaona�mmomm�omimmonoonmmnn000QmmnmmnvonnEa©m® as mmmvv000mmmodmodmm®imnnnonm®mo�oQa�mm�®�aniomm�n�'momnmio [mMM0m ®0p0O�®mOn®Qd�®©�OQOpp�mm�pF�3m©[llOpQnQnO®npMI 0O1pm7��m©DmpOpDpO - ., . - � iLr¢av®®xoommm��o�ommmnnoo®�p�ddO0dnmm Q©n000g0u®®®®m00 pp®pmnQOQQn mm�iqq�QnQO® OD®pp�pppnOQmIDmdOodOm®mOpA00�00�OdQO�m000�O0mOmm mmdQO®®0 70 ®mm©oomoomovoQo�ommm00000�mdooQoo�m®000vonon�n000 ®�®000vvommmmm=MMmmoov000�oa"ivQo �moQiv0000no®mnoQmom �w®mnoonomommn0000®®m�®omoonv000popvnoppnnooiQ�o��0000no Wim® 00000�0®DOOOd � �o0�Lm7�0O��in�000 d� O©�n000 O O onn nOnnQn®��®�'�n®se®0On0p0nOpp000OppQOpnpnom�®Qiip0p0p0p RiOA [D®OvQOOq ��®m0�vO0rid�l�©�OdOO , , • i • , := 0 2017 EASTMN METAL SUPPLY. INC. Accordion AnS.S.AAmerican Shutter Systems Association, Inc.67'R Phone: (800)432-2204 Fo.: (561)209-8380 Ph... (305)871-1530 F.. (305)B71 268 West Roads Dflve L 0=_=� MA)(IMUM ANGHOR4 SPADING (in) SCHEDULE FORA GIVEN MAX, SHUTTER SPAN. A D SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FDLLOWS: Pat9aD CONICRETE (A) TO EXISTING POURED CONCRETE (Min.Vc-3 ksi) SPAN @%VALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING � �MQNGLEGEND - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED By LTXBUALDEX.(M!n.Ea - 3 k5;)CHO (If) A5.0.DESIGN ftECA7NE LAW Daf A .➢.DESXIN NEGATNE LOAD(psf A5.0.DESIGN h'EGAIiVE lAAD - t/!•0 w 3/4•ALL POINTS SOLID-SET ANCHORS,AN OTSTRI6UIID BY ALL.PoONTS SCREW,BOLT&SPECW.7Y COMPANY. (Min. Fe-7 ksi) TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED B,'FLORRtDAA FASTENERS DIRECT.INC.{kGn.Fc-2 kaij 1 40160 1 9 BO 120 760 205 14 12 60 75 90 120 160 205 30 M 60 75 90 120J160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t{ 12 10 9 8 6 s.5 11 12 10 9 d 8 6 a 14 12 10 9 8 e 6 8 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCUTION,INC. 3'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 9 e 0 6 8 ALL POINTS SOUD-SET (Min.Fe-3 ka,7 DR LEM 14 12 10 8 8 8 6 6 14 12 10 9 0 8 6 1 6 14 12 10 9 8 8 6 S BLUE TAP W/CAP NOTES: 11 112 110 10F7.5 6 7 11 12 10 9 0 9 6 8 fs ,2 10 8 8 8 8 e TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+AN IS 14 12 10 93.5 3.5 14 12 10 9 B B e 6 14 12 10 9 a 8 a 3 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'_0• - - - - - - - 14 12 10 9 8 6 6 5.5 f4 f2 10 9 6 4 14 12 10 9 9 e 8 s.5 14 12 10 9 8 6 4 ].S A2)MINIMUM EMBEDMENT OF 1/4'0■3/4"ALL POINTS S01J0-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 6 4.5 14 12 10 9 B a 6 S3 f♦ 12 t0 9 a a 6 43 INTO STUCCO Stall BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO - ls 12 10 9 3.5 - t4 72 10 8 8 e b S 11 12 70 9 8 7 53 4 ``�U10TAT I t>g FOR EXIST.AND U'MINIMUM FOR WALLS KTIH 110 STUCCO. BLADE�Ou 5lEEl 28 5'_0• - - - - - - - - - - - - - - u 12 10 9 8 a e 4.5 A3 IN 14 12 10 94 - 14 12 f0 9 a a5 3 33 14 12 10 8 63 5 33 3 ) CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 11 12 f0 9 4.5 - 14 12 f0 9 8 a 6 45 14 12 10 9 e 6 4.5 .75 - ANCHORS SHAD.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 63 4.5 - - 14 12 f0 8 8 75 5.5 4 14 72 t0 9 9 6 a.5 ]3 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SNINO OR Eff5 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR g'_0• - - - - - - - - - - - - - - - - 14 12 10 9 O 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. N 12 f0 9 7.5 55 3 - 11 12 10 8.5 7 55 4 3 14 12 0 6.5 53 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-SO) 14 12 10 9 a 6 - - 14 12 fo 9 a 63 5 75 14 12 10 8.5 8 5 4 - - 1/4.0 TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER 14 12 8 65 5.5 3 - - 14 12 10 0 8 63 45 33 14 12 10 6 7 5 33 3 - 1/4'0 z 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. 14 12 10 9 7.5 5.5 4 J 7_0• _ _ _ _ _ _ _ _ _ _ _ - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT.INC. 14 12 f0 8 63 a - - t4 I2 9 73 6 45 3S - 14 103 7 53 i3 3.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY PO'W'ERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY 14 12 70 OS 7 a - - 14 12 10 9 7.5 SS 4 - 14 12 9 7 75 4.5 - - COMPANY OR ANY OTHER APPROVED UCENSCD OR AUTHOWED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 11 1 f 7 53 4,5 - - - 11 12 10 9 73 55 4 - 14 12 9 7 6 4,5 3 8'_0• - - - - - - - - - - : - - 14 f2 10 8 6.5 5 3S- NOIES: 74 f2 85 7 55 3 - - 14 12 8 63 53 4 3 - 25 9.5 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON WITH 14 12 9.517.5 6 - - 14 12 93 8 63 5 - f{ 12 8 6 65 4 ADVANCED THREAOfORN TECHNOLOGY ANCHORS 5 1. IS 95 4-1- r 5 3.5 - 14 12 10 8 63 S - 14 12 8 65 S 4 0. -- - - - - 11 12 0.S 7 55 / - - B.2)MINIMUM EMBEDMENT OF 1/4'0 w 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO H ,15 4 - - - 14 11 7 5.5 5 7.5 - f1 B 5.5 4,5 33 - EMBEDMENT INTO STUCCO SHALL 6E PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 3 4.5 - - 14 12 6.5 7 If - 14 OS 7 5.5 8�43 - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.51 6.5 5.5 4 - - - 14 12 9 7 - - 14 11 7 5.5 13 3.5 - 10'-0' - - - - - - - - - - - - - - 14 12 a 6 5 4 - - 8,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 105 7 5 3.5 - - 13 93 6.5 5 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BQ9ND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 1a 1t 7.5 5.5 - - 14 ,1.5 9 6 - - ZS 95 6 5 1 a NOTES&I)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENWtfEER. _ _ _ FOR INLSTALLATiON INTO EIFS WTM METAL STUDS SEE SHEET 26A. 103 B 3_ - - - - 14 12 8 63 1J 10 6b 5 4 7- _ - - - - - - 14 145 7 3.5 4.3 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 123 9.3 S 12 9 6 45 9 7 45 35J14 10 7 - - - - - 14 10.3 7 53 - - 1.5 85 AS 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 43 - 14 11.3 7,5 6 12 9 6 4.5 4 12'_0' - - - - - - - - - - - - - - - - 13 10 63 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- FIX a5 43 - - - - - 1 f 6 53 4 3.5 - - - 8 6 4 3 - - - - MATaMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE OLDK'ATEO,REDUCE 19 93 6 - - - - - IS 9.5 63 S / - - - 103 8 S 4 9 83 - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - - - - - 14 0.5 7 5.5 4.5 - 11 0.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 12 9 6 4.5 a 10 73 5 4 3 - _ _17.515.5 4 3 - - - - ACTUALHRlIADrORM FACTOR tea as - CH - - - - - 12 9 6 4.5 4 - - - 95 7 5 4 - - - - EDGE IAPCON W/ T ALL PORTT SOLID SET TAPPER + - - OS 75 5 4 V BLADEOR DICTANCE MN.SPACING BLUE TAP W/GIP MIN,SPACING - - - - - - - - - - - - - - - tl a5 55 1,5 - - - - E.D. 3' 4- WN.SPACING-3 1/2' MIN,SPACING-3" 3 3/4' q' 10 75 - 45 JS - - - - 7 5 35 3 - - - - P0t./6D ONO+FTE O 14CRETE HOOD POURED CONCf!"FE& POURED fANCNETE& pOL�Dir CSX&OLX 181 E0..3, CONCRETE BLOCK CONCRETE BLOCK f5 a _ _ _ _ _ _ 11 8 53 45 _ _ _ _ 9 63 45 _ _ _ _ _ ' OW /2' Uri E0..2 1/2' MH E0..3 1 161 ED•3' all En.3 I/VI WL ca.2 1 75 - - - - - - - ,x 9 a - = os e s - - - - - BLADE WORKING 3• _ _ 0.90 1.0 0.78 1.0 0.04 1.0 0' 9 6.5 6.5 4 - _ _ _ _ _ _ _ _ - 63 5 3 _ _ _ _ _ 1N UNISON ♦ J�i/��.. 0.71 1.0 0.67 1.0 10 - - - - - - - 10.5 8 5 - - - 93 6 4 2' 0.71 - OSt 15 9 BS 43 _ _ _ _ _ 1 3/4' •91 - - - 0.43 - 16'-0" _ _ _ _ _ _ _ 10 75 5 _ _ _ _ _ 4 - 6 7 a a ,,,, FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1,1111�Y• ,,..••• /fK 4D2017 TILTECO,INC(ENGINEERWC) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM N IL E C O �N�. AAS, '�,A, Accordion Shutter System V.BLADE pt W OR W/O HV.W€NDOW B1At}E&H.V.BLADE TILLIT TESTING & ENGINEERING COMPANY American Shu"er Systems REV.No DESCRIPTION DATE DRAWN BY: LC. O / Associaf(on, Inc, f OLD 15-079 07/26/17 DATE: 07/26/77 6]55 36th.St.Eta 353,NtiCdNA TJRDilG.F71KIM]St ., Ip(A,,•'[_�!V4A Ph.Mr,e:(3➢5)871-,570.Fa•:(355)871-t531 4268 West Roads Drive 2 V,L a a:69meooeol. West Palm Beach, FL 33407 DRA'NINC No s/ ••MAI �•"��(y ,11 EB-COO6719 Phone: (800)432-2204 . Fax: (561)209-8380 3 O`T`'/7'C • WALTER A TLUI Jr.P.E. 4 17-102 P.E.$�Q��re)_1"ATL)�'Y vAIE FLORIDA OF j 44167 5 SHEET -A 6 -14 OF-28 - - - - MAXIMUM ANGHQRa czpAG1N(�(in 1 S H 0 FOR A WEN MM SH ffr R PAN S D DESIGN N a _an A'9 A ORRESPONDING MOUIvr^N• ME FOR Q0N RETE iNST 11 ATiONS (SEE 40UNIOM I.J.K h L ON SNEEr 7) I wAl7c OVER h n TRENCH POURED fbtKRETE ANCHORS SPACING LEGEND NU011UM �J RNNCUARD MWNTBVG QK W&VROOR MOUNTING ©WALLIWAU(OVER MOUNIIN'G VAN A.SD.OE9GN RE6l7iVE t.0A0 TAPCON WITH ADVANCED (n) --. - ASD-0E51GN NEGA7NE LOAD(ps!) ASD.OESTGN NEGA1Nc LOAD(OS!) AS.O.OFSIGN NECAIIYE LDAD(pa})- THREADFORM TECHNOLOGY 30 M 60 75 90 12D 160 205 30 40 60 75 90 120 f60 265 30 40 60 7S 90 120 160 205 }0 40 60 75 BO 1201160'205 14 12 10 9 6 8 6 6 i 12 12 12 12 13 0 63 7 ) ) 7 55 s s 5 S S 3 5 ALL POINTS SOLID-SET . 3'-0' 14 12 10 9 8 a 6 9 12 12 12 12 t2 12 9S 7 7 7 7 7 7 7 7 7 5 5 s 5 5 5 5 5 BLUE TAP R IE55 14 12 10 9J B FI 8 6 12 12 12 12 05 a 0 4.5 7 1 7 1 7 7 7 7 7 6.5 S y 3 5 S 5 5 3 TAPPER+ i/ fx 10 9 B B 6 6 12 12 12 12 12 10 73 6 7 7 7 7 7 7 7 7 5 5 S 5 S S 5 6 ,{ 12 10 1 9 28 8 6 12 12 112 12 114 6.5 63 5 7 1 7 1 7 7 7 17 53 4 3 1 5 5 B 1 5 5 5 { 8 8 6 6 12 12 112 12 12 9.5 7 1:124 3 7 7 7 7 7 7 7 7 5 S S S 9 5 S 5 -- 14 12- 10- 8 8' B 8 0 12 12 12 93 8 6 43 J.5 7 7 _) 7 ) 7 6.5 5 5 S S 5 5 S 3 5 _ 14 12 10 8 6 B B 6 iZ 12 ix 12 10 73 5.S 4 7 1 7 7 7 7 7 5.3 5 S S 5 5 5 5 5 to 12 f0 9 B a 6 6 12 12 12 ,t 9 7 5 4 7 7 ) 7 7 53 4 S 8 5 S 5 5 S / 3 5'-0• 14 1x IO 8 B 8 6 B tx 12 12 12 10 7.S SS 4 7 7 7 7 7 7 7 7 5 5 3 5 S 5 5 5 .. 44 12 f0 9 8 8 6 8 lx 72 03 73 6 45 JS - 7 7 7 7 7 7 5 IJS 5 5 S S 9 .S' S f 14 12 10 D 8 a 6 6 /2 /2 12 93 a 6 43 - 7 7 7 7 7 7 S3 4 5 5 S 5 5 5 5 4 * SEE ANCHOR 1+ 12 10 9 8 6 a 6 12 12 13 9 7.5 t4.53.5 3 7 7 7 7 7 43 33 - SPECIFICATIONS 6.-0� 14 12 10 9 B B 8 6 12 12 1x 10 0 3S 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 ON SHEEP 14 14 f2 f0 9 B a a 6 12 12 6 6 5 - 7 7 7 7 7 Sy ♦ 5 5 S S S S ♦ 3 14 12 10 9 e 8 a 6 12 12 10 8 65 - 7 7 7 7 7 8 4.5 - 5 5 3 5 g 5 4.5 is 12 10 9 B 8 6 fi 12 12 10 8 63 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 7.�. 14 12 10 9 8 a 6 6 12 12 12 817 3 7 7 7 7 7 7 7 6 S 5 5 S S 5 5 3 74 12 10 9 B 8 6 6 12 10 6.5 5 /3 - 7 7 7 7 6.3 3 3 5 5 S 5 5 5 15 3 T4 12 10 9 a 8 8 6 12 12 8S 7 53 _ .7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - Q VALID ONLY FOR UP TO +70, -7S 11 IT 10 9 8 8 0 - 12 12 I S 7 53 - 7 7 7 5.5 45 3 - - 5 5 s S 40 3.3 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 b E 6 - 12 12 O5 7.5 6 - 7 7 7 7 7 7 7 4 5 s 3 5 5 5 5 5RA71NG & FOR SPANS PER 14 12 10 9 8 a 6 - 12 8 6 43 4 - 7 7 7 7 SS 4 - - 5 5 5 S 5 4 3 14 12 10 9 8 a 6 - tx 17 73 6 5 .75 - - 7 7 7 73 e 4s - s s s s 5 +3 - _ SCHEDULE #4, SHEET 12 14 12 10 9 a 8 - - 12 13 73 6 3 }3 - 7 7 6.3 5 + 5 5 S 5 4 3 9•-O. 14 12 10 9 6 6 - 12 12 93 63 53 4 3 - 7 J 7 7 7 7 8 3 S 3 S 3 S 5 3 5 14 fx 10 9 6 8 - - 03 8 g 4 SS - - - 7 7 7 6 5 3.3 - 3 S S 5 S 4. 3 14 ix 10 9 B 6 - - 12 10 6,5 S 4.5 - - 7 7 7 63 S.5 - 3 S S 5 S 4 14 12 10 9 0 0 - - 12 AS 7 &5 4.5 3.S - 7 7 53 IS J3 - 5 S S ±-_5 15 10'-0�14 12 10 9 8 8 - - 12 11 &S 6 5 33 - - 7 7 7 7 7 7 4.5 - 5 S 3 S S S S 4.5 14 12 1049 a B - - 9.S 7 43 SS J - - - 7 7 7 15 43 - 5 S S S IS 33 14 12 109 B 8 - - 12 9 6 5 4 - - 7 7 7 6 5 S 5 5 4.5 5 74 lx 10 9 a a - - t2 93 5 5 4 3 - 7 7 5 4 3 S 9 5 4 ]3 11-0�t+ 12 f0 9 8 B - - 12 t0 7 55 45 1.5 - - 7 ) 7 7 7 7 3.5 - S 5 S 5 S 5 J43 14 12 10 9 6 -8 -7- - 61 63 , J3 ] _ _ _ 7 7 fi . , _ _ _ 5 -Lf-5 S 5 5 . 3 H V BLADE ONLY 14 12 10 9 8 a - - I1 0 SS 4 - - - - 7 7 7 53 a,5 - - - 3 5 S 9 4.3 -1{ 12 10 9 8 - - - 1,5 8.S SS 4.5 3.5 - - - 7 7 45 35 - - - - S 5 43 3.5 3 -12•-0• 12 93 0,S S 4 3 - 77 7 77 6 3 S S S 3 5 5 1266 4 ] - - - - 7 7 SS 45 J.5 - S 5 S 43 4 3t4 12 10 9 B - - - 10 73 3 4 7 7 8 5 5 5 5 5 ♦14 12 10 9 8 - - - 03 8 S 4 15 - 7 6.5 4.5 3.5 - 5 5 4.5 3S ]13•-0,14 ix 109 8 j--r- S - 13 83 6 4.5 JS 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 14 12 10 9 8 - 7 53 15 3 - 7 7 g 4 } 5 S S { ! 14 12 10 8 a - 9 7 4.5 7S7 7 53 4.5 - _ - - S S S 4.5 4f1 12 10 9 - - 10 73 5 4 3 7 B 4 3 - - 5 5 4 J-0•14 12 10 9 - - 03 a SS 4 3.5 - - - 7 7 7 7 7 4 - - S 5 S S 5 S 414 12 10 9 - - 8.5 5 3 - - - 7 7 5 3.3 - 5 5 S 4 14 12 10 9 - - B.5 63 4 - - - 7 7 5 4 _ _ - $ 5 S 41412 10 - - - 9 J 7 15 3.5 - - - - _ S 5 33 J 14 12 10 - - - 10 7.3 5 4 J - - - 7 7 7 7 7 33 - - 5 5 5 5 5 5 4 3 14 t2 10 - - 6 4.S3 - - - 7 7 43 3 S14 12 10 - - 6 6 4 - - _ 7 7 5 - - - - 5 5f4 12 10 _ _ 93 63 4 33 - - 7 35 33 - - _ -10 - - 9.5 7 4.5 15 ] - - - 7 7 ) 7 6 J - - 5 5 S S S 45 JS t0 - 6 4.5 3 - 7 6.3 4 5 5 4 SS 14 12 to - - 73 5s .7s - - - - - 1 7 1 7 _ _ _ _ _ y y {, _ I _ _ FLORIDA BUILDING CODE H1ah Velocity Hurricane lone C)2017 110ECO,INC,(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �;• ��CENSF,;� BERTHA HVT" MEECO�.- AA.S.S.A■ Accordion Shutter System ir .v.BLADE 11 w/DR tv/o ILv.WINDOW BLADE&H.V.eLanE 1 • TIWT TESTING & ENGINEERING COMPANY American Shutter Systems MV.Ne DESCOIPTION DATE ORAWN 6Y: L.O. o ^�. rQ�; 6355 rlw.!6•A.SL,61..JO3,Ngt�04 Ospppi5,RMDA]}i Association, Inc. , OlD 15-079 0)/26/17 OATS: 07/29/17 .�\�4 44A Pr-e:(305)871-1530.Fee:(305)871-1531 4268 West Roods Drive 2 VV 47 V• e-mca:L9lecooad.eom West P01m 8e0eh, FL 33407 DRAWING No r44 EB-0006719 Phone: (800)432-2204 . Far: (561)209-8380 3 7-��2 WALTER A.T1LUT 4-P.0 4 Rr/DATEFLOMI A Uo.6 44167 5 - -- SHEET - - --- - - 1 6 1 15-OF-28----- - � 7.� �. sll/.. tt:i :.•� : �::1 '� � ..�. .11. 11" �: ♦y�• :al = �y. •Y: :1l. o .,.�1. '��`•�ii�in�i" F�.��'iiii��E��'1� ©.°� " ��i-�i��rr*r�r��.�r�n++}�rr+��±r.+.�rr.�r� „�'°.: .. ' ' �. "' ion' mcmai'�mm®moon®m� mm omo®c -mmmmomo��m LQi�Q�E��iE7OO�iL7B�0�Y�1i�ifCOiEIQ]0�7F1E7E&:�m�7�Elp= O�1F9�1f�®dOdt�l��iE�dORI®E�IO • >.m®Ei•�QQd[�nd�d�R[3[�QW�d[IQL�I�EL�I�I�It�E7QQF�3[�iLImLI![�Qls�[�E� QI[� = C�I� mmmdaaaamsEam naoom®mnnnoonn�rcir[�caiaonmmnunda�mn�vo� mmmaamc�mKato NXra ��mm�na�oai�tmmornainaam� � mom noQ In ' a"riMMIMmm o o �¢icIIc�mQaaau•na�rm11211[mmmal meanauma®na mc�t�aaaa ma1sc2maa mmmoaaa�ae®moarsoiornr�miorrr�ocrranon�iocamm�'mmnanio�a�mmAAoary mER am m mmoamao®t "171111" la lammcsmr�mnrrzaaammrmaamao �mmen91111 Ulm" go men nu. 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Few:(305)871-1531 West PolnBeach, FL 33407 Association, Inc. ►� , r� • i MAXIMUM ANCHOR+ SPACING (in) SCHEDULE F,OR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTI G TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) :S3 U B - T h=c .4:�-..-T- F=- 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 SPAN ,__WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS - - (f1) M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, W &_ X _ _W & X W & X SD.NEGATW. DESIGN LOAD(pO ASO.NECATVE,OESIGN LOAD D.NECOW DESIGN LOUD(Pf kS.D.NEGATN4 DESIGN LOAD ASD..NEGATK DESIGN LOAD(psi-S.D..NEGJK DE9GN LOAD(, SD.NEGATIVE DESIGN LOAD(Pa - ' 30 40 fie JS 90 105 30 40 fiO 75 9d 105 30 40 64 75 9fl i05 30 40 60 75 90 SOS 30 40 60 75 90 105 30 40 50 75 90 105 30 40 60 75 90 105 '-0"OR LESS 12110 101 9 18 18 1 6 6 6 6 6 5 12 10 1019 18 8 6 6 6 6 5 4 12 10 10 9 8 8 6 fi 1 fi 14.5 4 3 6 5 4 4 4 3 4`-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 •-0" 12 14 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5,513.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4,5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 .5 - T-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'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - 4.5 3 2 - - - 6 5 4 - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - _12_10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - 4 3 2 - - - 6 5 3.5 - 10--o- 12 10 7,5 4 - 5 4 2.5 2 - - 12 tO 15.5-S- - - 4.5 3 2 - - - 12 SO 3 - - 3.5 2.5 - - - - 6 5 12 10 5.5 - - S 3.5 2 - - - 12 10 4 - - 4 3 2 - - - 12 10 - 3 2.5 - - - - 6 S - - - 12'-0" 12 10 4.5 - - 4.5 3 2 - - 12 10 3 - - 3.5 2.5 - - - 12 10 - 3 2 - - - - 6 5 IV-O" 12110 - - - 4 3 - - - - 12 10 - - - 3.5 2.5 - - - - 12 7 - - --2.5 2 - - - - 6 14 - 4 14'-0" 12 10 - - - 3 - - - - 12 7 3 2 - - - - 12 5 - 2.5 2 - - - - 6 15'-0" 12 - - - - 3.5 - - - - - 12 - - 3 - - - - - 1.5 - - - 2 - - - - - 616-0 12 - - 3 - - - - - 12 - - 2.5 - - - - - 11 - - - 2 - - - - - 6 - t NOTES ON ANCHORS REQUIREMENTS WOOD SUBSTRATES 1.ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL DE AS FOLLOWS: - 1/4"0 TAPCON WITH ADVANCED THRFADFORY TECHNOLOGY ANCHORS.AS WINUFACTURED BY I.T.W.DU4iDEx (j�H V BLADE 0 R �i� H V BLADE W,� W/ULI MUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&M rACEPBaN: SEE NOTE HV WINDOW BLADE WORKING IN UNISON 2,ANCHORSRS TOOHOLLOW CEILING SHAtt BE AS PER MOUNTING TYPE U,SHEET i@ AND SHALL CONSIST OF IAC SCREWS AS PER N.D.S.2019 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ S£E LD,UTATIONS OF 15£OF -SOUTHERN PINE No-2 WI G-0.55(N.O.S) BNADE ON SHEET 26 -DOUGLAS PR W/G-OSO(N.O,S.) -SPRUCE PINE FSR NORTH W/G-_43(N.O.S.) -SPRUCE PUC FIR SOUTH W/0-0.36(H.D.S.) -NIH. 1/2"COX PLYWOOD(1086 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOUNENDATIONS AND SPEdFICATIONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE(High-Velocity Hurricane Zone) (D`2017 TA.TECO.INC.(ENGMEER>4) ( 2017 EASTERN METAL SUPPLY,INC. BERTHA HVIM . 41fi = 1l L 1 E C � �. A, ., ,�A■ Accordion Shutter System V.81ADE 11 W OR W/O KV.W(N6O((BLADE k H.V.RADE ? American Shutfer Systems Rm". DESCRIPTION DATE I DUVW B.: L.C. TILLIT TESTING & ENGINEERING COMPANY [[ Association Inc. I OLD 15-070 [7/26/n DATE 07/28/17 was NA.35M 5t.,VA.Sas.NAWNM.CAROM FLWOA 331 � d` "w ELI \\ Ph-:(305)871-1530.Fm: 305)971-tS31 4266 Wast Roods Drive 2 ( . FL 33407 3 GRAINING No � I�� 'tG+1ti a-mom to ai1S.cam Ylest Phcnv (800)432-2204 .hFox: (561)209-8380 4 17-102 ,, Ws�LTER A.TILLT. P.E. P.E^ .fjt W aTLlny vaTE FLORIDA Uc.1 44167 5 SHEET ,-- - 1-6-OV-28- - MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE.ASD DESIGN PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) !E= U FEB !S` T F=ZZ A T E + NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES, - SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE I.ANCHORS TO WALL.FLOOR OR Sow WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUR.DEX DOUGLAS FIR VJ MAXIMUM W/ MIN. G=0.43 W MIN. G=0.36 W/MN9AUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 8 19, MIN. G=0.50 EXCEPTION:SEE NOTE 2 BELOW. SPAN EX - (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW COLING SHAD.BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S &V S &V S & V LAC SCREWS AS PER NDS 2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOMNG: AS.D NEGATIVE DE9CN LOAD S.D.NECa7rvE DESIGN LOAD(Pat ASA NECNTK DESIGN LOAD(Oaf __._..........................._.............,......._..__..__.. _ ..._........_..............................._.._ .__.... _ -SOUTHERN PNCE No.2 W/G-0-55(N.D.S) 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 75 90 105 -DOUGLAS FIR W/G-0.50(N.D.S.) S-0'OR LESS 12 112 112 112 112 112 12 112 112 12 112 112 12 12 112 1 ILI 12 12 -SPRUCE PINE Fat NORTH W/Cm0.43(N.D.S.) SPRUCE PINE FIR SOUTH W/G=0.36(N.O.S.) 4•-0" 12 12 12 12 12 N1212 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2'COX PLYWOOD(1966 APA) 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5,10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.519.51 8 ANCHOR'S MANUFACTURER. 7'-0' 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 :0.5 9 12 12 11 8.5 7 7 9'-0' 12 12 12 12 12 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 11.59.5 12 12 12 10 8 7 12 12 8.5 7 1 6 5.5 W-0, 12 12 12 112 10 8.5 12 12 1. 9 7.516.5 12 12 8 6 5 5 1! 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" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 &1- 6.5 5 4.5 414'-0" 12 12 12 9.5 8 6 12 12 9 7 6 6 5 4 3.515'-0' 12 12 11 9 7.5 5 12 12 8 6.5 5.5 6 4.5 4 316'-0" 12 12 10. 85 65 4 15 12 8 6 4.5 HV BLADE ONLY FLORIDA BUILDING CODE (High Veiacity Hurricane Zone L1 p` •• ... ®2017 71LTEC0,INC,(EMCNEERUK) ®2017 EASTERN METAL SUPPLY, INC. vcr� •ti/✓� A S S A BERTHA HV s /:77ri L E C O7,,,. Accordion Shutter System .V.B1ADE 11 W/OR W/0 HV.W€NOOri 81h0E k HV.BLADE+ 7>f' TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REVS. DESMI'DOM OATS EAAWN BY. LG 6355 N.36A Sl.Sfa 30S,WM.WROA.FLOMM 3316 A980CIatiOn, Inc. I oto 15-079 07/26/17 CATE: 07/26/17 • '14 Ph..:(305)871-1530.Fax:(305)071-1531 4268 West Roods Drive 2 ms s'•.,ttR{Q*;' � L1V a-mat:9lI..0O L_. West Pafm Beach, FL 33407 3 DRAWN NO I' WALTEa-GOOA. 6718r.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 7- 02 x'14 _I ,TUR{:/GATE FLCwDA t;-_}44167 - - - - 3 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & q& HV+ BLADES (AS APPLICABLE. MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE1 ff)ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE-RATING. SEE EEJ 28 FOR MAX SPAN & .-1/4.0 TAPCON WITH ADVANCED A,S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Flff WORKING IN UNISON -r THRFADFORN TECHNOLOGY .7 TAPCON WITH ADVANCED PENETRATION READFORM TECHNOLOGY OF THREADED AREA TO x W/1 1/2'Min,PENETRATION OR OF TH I ISTI;�.W0,W HEADER. (S.SCHEDULE READED AREA To /D ON SHEET 16) IM SEPARATION EXISTING WOOD HEADER. TO CLASS SOKE (SEE SCHEDULE ON SHEET 16) DULE ON(SEESICET OR 12 FOR BLADE(J S.S.MACHINE SCREWS EfasnNa 1 ON -20.3/4' LASS--i S� fjo, �:_I/4'0 LIST- W/ 1/4--20 NUTS 0 12-D.C. 7' OR WALL FINISH/ FINISHN 3 3 f I.--OPTIONAL IALL 4•0 EXISTING MIN. TNIISH F 2 W WOOD --IQOR CxwI HEAD R• REGUIRED NO MIN. 2.4"WOOD TAPCON WTIH AlDVAI4CED HEADER REOUIRED 1HREADFORM TECHNOLOGY �0 , ""'. ...- 2, W/1 1/2'Min.PENETRATION TO ailz(Str 1611.SEPARATION 2'w4'CONT.SILL -/4 � i k I ".. .. sof'ov-E ON SEM CLASS PLATE REQ'D. v' I OF THREADED AREA 0 12 FOR BLADEW— E)USTING 1---(ZSCHE ULE—! (SEE SCHEDULE ON SHEET 16) MZwIDTH OF WOOD PLATE. 01 CLASS-) SHECro12) (�)HV WALL HEADER INSTALLATION (N HV WALL HEADER INSTALLATIQNii V WALL SILL INSTALLATION MIN. SEPARATION T 'ON EXIS MIN.SEPARA.1110N TO CLASS C I I ;�--0 MIN.SEPARA'nON v To GLASS (SEE SCHEDULE TO GLASS 01=S 1--(SEE SCHEDULE---- I 27.4"C( F—(,SCE ON SHEET 12) EXISTING 0-4 SHEET 12) EDU GLASS-1 X1 12) WOOD PLAT REVO.- 1/4-0-20x3/4-S.S. S.S. w R&'S �� ;1 1 "Ell J LE Ff %-41 t.; USING 1/4'-20 NUTS j7 a 12'D.C. WALL. 2'D.C. FINISH u i @ fit 7"ON AISS • �DU L 2 T_ L Pt S. 0 IR R@ R 15 WOOD PLATE -@ OR vin. REDID. 1/4-0 TAPCON WITH ADVANCED 4 0 TAPCON WITH ADVANCED I/XAD AP'. N.1.0 W,",'��W. PEN. IHIIEADFORM TECHNOLOGY TAPCON VJITH ADVANCED k R THRE40FORM TECHNOLOGY % 2 PENETRATION OF o' THRE M TECHNOLOGY THREADED AREA INTO PLYWOOD. I 'i eik;x , �-.i CONT. W1 1 1/2'M4,PENETRATION W/ Er 4 FOR TYPICAL V THREADED AREA SH PUtTE OF THREADED AREA 0 (SEE SCHEDULE ON SHEET 16) A SEE SC. ASSEMBLY. SILL 11111.1 ON SHE "-WALL 94DVVIDTH OF WOOD PLATE. ET 16) 2-MDUNTING SECTIONS CAN BE EXISTING MIN,r.4-STUDS/ � COMBINED IN ANY WAY TO I FINISH (SEE SCHEDULE ON SHEET 16) LI/2,MIN. a 16,D.C.MAX.REQ`D�' Cox PLYINOOO REOID. PLYWOOD TO EZ ATTACHED T 1/2'MIN. WALL F"SH SUIT ANY INSTALLATION. STING MIN.2*.4'STUDS 0 16'O.C. MAX.REO'D. P, COX STUDS IN ACCORDANCE MTN PLYWOOD RE.D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE LIMITATIONSer HV WALL SILL INSTALLATION PATH PON 2322 OF THE F.B.C. HV SECTION L SILL -no } WALL SILL INSTALLATION FEE'A ON SHEE'v] FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECO,INC.(ENGtNEERIIIO) 02017 EASTERN METAL SUPPLY. INC, BERTHA HVTm 44187 `: L77E C 0 A.S &A. Accordion Shutter System /71 . ty.DIU It W1 OR W/O H.V.wRiDow BUOE&H.Y.SNIDE)2 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV." IfEscrapnoN DATE -MWN BY. L.C. ,q a4V as 0355 MW.36 St-Sle.305,VMQ�A W03r�Ropm 33tv Association, Inc. I OLD 15-078 07/26/17 DATE: 07/26/17— ph..:(305)871-15.30.ro.:(305)871-1531 4M West Roads Drive 2 — DRAWING No _.j:fijt_.*.oj.M West Palm Beach, FL 33407 .1 WALTER A EB-003671T J2 E. Phone: (800)432-2204 . Fax: (561)209-8380 17-102 P.E. "To aORCA.UC.1 44167- t'DATE �P SHEET 18- OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & Q HV+ BLADES (AS APPLICABLE MAY SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTOWOOD_ WITH HY BLADE (I)ONLY SHALL BE UMITED TO 105,0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 28 FOR MAX SPAN & INSTALLATION WITH_ SLADECI FINISH A.S.D. DES- SURE RATING FOR WYDRKING IN UNISON 1TAPCON WITH 2,min. ADVANCED, -EDGE(IF APPLICA&E) THREADFORM -xa-(Iii.)EXISTING— A TECHNOLOGY W/1 1/2'Mir, WOOD BEAM REQUIRED. PENETRATION OF THREADED STRUCTURAL ADEQUACY AREA TO DIMING WOOD OF EXISTING WOOD BEAM DGETIND WOOD "0-2 TRUSSES OR HEADER. I/ S'S. 1LUPS0.3/4 70 BE CERTIFIED BY (SEE SCHEDULE 014 SHEET 17) TRUSS HEAD RAPIER 0 24* PH4 REGIIGERED ENGINEER OR I Min; --,/.,E SCREWS ARCHITECT PRIOR TO 1/2' D.C.REQUIRED r_-EO CO- W/ I NUTS SHUTTER INSTA"TION. r r 0 12"O.C. 1/4-0 TAPCON WITH- 4i. EXISTING SOFFIT (MM ADVANCED THREADFORM $V TECHNOLOGY W/1 1/7-Min. IN E SC .2 0' PENETRATION OF THREADED E Max. #14W4" 1.4'.1/8 CONT.ALUM.TUBE AREA TO EXISRNC WOOD SEM _Tfi 0063 ALLOY)w/ SO S.M.S.SS .0 LAO SCREWS To (SEE SCHEDULE ON SHEET III) �IF/�/9 _OPRONA 0 6'D.C. 11 or @ or @ {3)5/16-o RkFTER OR TRUSS, or or @ LOCATE LAG SCREWS AT i MIDWIDTH OF OUSTING WOOD I MEMBER,(V Nil NOMINAL WID" 'EXISTING MIN 2".4' 0 1 OPEN HOLE AT EACH-2 W/PZ2 E)USTING-_4 HEADER REOD MIN.SEPARATION IN �Akn PENETRATION OF STUD TO ACCEPT ED�ACk VALJD FOR CLASS I TO CLASS INSTALLATIONS WITH 72 psi (SEE SCHEDULE 0:4 SHEET 12) IS"a tt SCREW 5/" TUBE. GLASS AT F MAX A.S.O. DESIGN LOAD AND i g'-O*MAX.SPAN.THIS L Mu�'Att'tNT—T- IS ON,V"" M MASS FOR WOOD W1 MIN.SPECIFIC I M C 50 AS DOUGLAS FIR OR SOUTHERN PINE No.2. HV WALL HEADER INSTALLATION r! EMSTING GRAVITY or 0.50 ON 9W 26 12 fall LIAM ---OOR aA=l V&S =(?. OR EQUAL. Nor OR I-SEESHEST 4 FOR TYPICAL SHUTTER ASSEMS 22-MOUNTING'NTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLTKN, T CEILING INSTALLATION UHV CEILING INSTALLATION t1 1 iuIN, ARAMON I OR BSEP GLASS to 9.'!'= SUMIll ON SH MIN,SEPAM7014 12 MR XAX�FD (SEE SCHEDULE I t To CLASS M SHM M 0114 SHE 17) (SIX SCHEDULE ON SHEET 12) ('11 Ell"Gn U8 ANCHOR EXISTING �V' fffff I LOCA11014 3/9 wt. #lw/.-HEX GLA — �DEzCN RE 611/d" 7 3/8 wi. I—WASHER NEW TEK (NO FINISH ALLOWED) SCRESCREWSa 12*a.. EDGE OF DECK DECK REQUIRED(NO FINISH ALLOWED) IF APPLICABLE 1/4*0 F.H.TAPCON MIN E EQ'-1/4`p-20X3/4'iS& EDGE Of DECK ADVANCED THREADFORM J4— ", ' . IF APPLICABLE "'^ TECHNOLOGY W READFORM ',4.i, MIN, AD CEO TH MACHINE-SCREW$ _2*MIN. 2 OF PENETRATION THR�t`QlAil_ TECHNOLOGY W1 1 1/2'Min. W1 1/4'-20 NUTS DECK IF MIN,_-.-._ AREA MM of WOOD PENETRATION Or THREADED 0 2 D.C. APPLICABLE PLAMO 2*.4' NT. AREA 0 M&aH OF,WOOD 1/4-0 TAPCMI WITH ADVANCED THREADFORM TECHNOLOGY (SSE SCHEDULE ON SHEET 16) SILL PLATE REQD. PLATE. vil I Vf w..PENETRATION OF THREADED AREA INTO WOOD AT] EE U ATOMS OF USE OF OX HV WALK-9YER INSTALLATION (SEE SCHEDULE ON SHEET 17) DECK,(SEE SCHEDULE ON SIHM is) ♦'.L 14EU 28 (�)HV WALL SILL INSTAUATIONit I WHY FLOOR INSTALLATION f, TN_ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) &12017 EASTERN METAL SUPPLY, INC, ID2037 IILTEM jnC�(ENGMEMNG) 'V" ..... BERTHA HVT- Na.44167 Accordion Shutter System 11LIECO .... A.S.S.A. jV;!a'I W,OR.RW/b WINDOW BLADE&N.V.BLADEar P American Shu"er Systems N DATE I 0PAYM Sr. La TILLIT TESTING & ENGINEERING COMPANY Association. Inc. OLD 15-079 07/26/17 GAV_ 07/26/17 63!5RIJ.".36u,st�si.3m VMNA WDINS.RZRDA 33HR 4268 West Roads Oriw 2 aDRA%NG N ho.6 1(305)871-1550,Pa.:(305)871-1531 r - — 61,t3tocoe— Wet Palm Beach,FL 33407 -0006719 -2204 . Fa.: (561)209-8380 17-102 WALTEREt Mq it.P.E. E Phone: (800)432 FIMM L_..f 44167SHEET PJE.iEhjSIGMfURE/DATE - 9--OF--2S--- I---- A NOTES ON HD LOCKS AND COTERMAIE-1, 1. MANDATORY CONDITION 44 is ONE n3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND €NSTAI LATICIN AT HEAVY DUTY SYMMETRICAL CENTERMATES, 1�OR DP6Ai AND AT ANY ELEVATION 164\,,H.D. LOCK MAY BE USED AS NSI "DA-HYA, AV31 UTSIDE LOCK, ATTACHED' �FA* HEAVY DUTY SYMMETRICAL eJ4 CENTERMATES WITH (3) #8 , 3/8' LONG FLATHEAD S.S. M.S. LOCKING RODS @ ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY 0 ONDITION f 2# LOCATION OF(3�' H.D. LOCK SHALL BE AS Z INDICATED ON SHUTTER ELEVATION, i.e.. FORS RUTTER SPA14S UP TO 105". 0 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12- R !a ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER A THAN 105", (a H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. 0 O 44-NDE 11y, 10 Ul SEE END I CONNECTION 1rr DETAILS ON= SHEET 24 TYP. FULL 'a HEIGHT. 70 @ TYPICAL C2:) HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricone Zone) @2017 EASTERN M SUPPLY, INC. Q2D17 TILTECO.04C.(E=11EMNO) jtl 40'.- si 1%al BERTHA HVw 4 No 44147 %'- Accordion Shutter System w J.V,M#1 W/OR W WOMWO E&N.V.BLADE 1, 11LIECo A.SwSwA American Shutter Systems RE". DESCROMM DATE OPAYM BY. LA TILLIT TESTING & ENG114EERING COMPANY WE Association, Inc. I OW 15-072 DI/26/1) DAM 07/26/17 36s,.9L.SM!0%VAGNA GkRDM FLMDA 3316 (305)871-IWO.Fcx:(305)571-1531 4268 West Roads Drive 2 DRAWING No West Palm Beach,FL 33407 3 utt-o.4— 1 8380b A .41, EB-ol*6710 PhCAW. (800)432-2204 . For: (561)209-8380 17-102 .I PWT Jr,P.E. P.E.36rcig;(�;ZR416ATE RnMat Lk-j 44167 ET 6 -7 - —2111' 213 POURED CONCRETE ANCHORS CONCRETE RSE£REQUIRED #SHEET 2b}SCHEDULE ON ='.'4&RLN. CONCRETE ANCHORS 1/4'-2D NUTS 0 6-O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED EDGE OF UK SEPARAT10% SLAB T I CLAM Wn. 'I I ,,,/ G., N,,t SMAKAPON (SEE sotiew CN TO ED E Le to a4k�4 SHM7 2s) w(ttcSCREWS 74 sw 2s) ro ED GLASS EXISTING J! j3'j CLASS LxIt 97A9kl= ii 1' rV7 OPTIONAL Al --SL*z IF EDGE OF APPUtCABtE EDGE OF ELA,IF GLASS APPLICABLE VW.SEPARAWN NlL SEPARxIlON to CLASS To CL r 2 F—'(SEE SCHe- -1 SCHEDULE ON SHEET .I.DN D SHEET 25) CONCRETE 2 POURED : Z. AN FLAT HEAD CONCRETE ANCHORS Ri7EMIRED FLAT HEAD CONCRETE ANCHORS E)USTING CCZ� .9 CLASS REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) X HO WALL HEADER INSTALLATION HD CEILING INSTALLATION HD TRENCH -INSTALLATION Ho WALK—OVER INSTALLATION EXISTINGT—UV44 WAPAIM M SEPARAIM I CLAM WN.SEPARATIMN to DIM 2 SCHEMAX ON TO CLASS soxwtu Cw— SHM 25) 4SEE SCHEDIKE 04 5"for U) : SHEET 25) EXISTING GLASS EXISTING GLASS G 1�.' I � A #14%4-HEX ANCHOR WASHER OPTIONAL WASHER H #14gZ/4'HEX OPTIONAL: LOCATION I I 'WAS E/.4.1 WAD TEK SCREWS 0 TEX SCRM 6'D.C. a 6"D.C. CONCRETE,ANCHORS tJ 7 (SEE SCHEDULE 014 SHEET 26) SHE 114Y3/4' EX HEAD r SCREWS 3*O.C, (SEE SCHEDULE ON EDGE Or TEK CONCRETE '1/2' OR 1/4-0-20 ANCHORS SLAB T SLAB IF EDGE OF ';":.s /,X/ -, 1, ED W/NUT, APPLICABLE Z' /' " APPLICABLE SHEET 26) To TRUSS HEAD POURED-// MACHINE SCREWS y CONCRETE NCRETE ANCHORS SING 1/4"-20 i OF E.D.- EDGE REQUIRED A 1,11Nr " - POURED CONCRETE (SEE SCHEDULE ON 'U.Irs 6*O'C. ,- I / // , IF WALL RW'O. SHEET 26) V //�APPLJCABLE 6. POUREDJ HD FLOOR INSTALLATION HD WALL SILL INSTALLATION CONCRETE REDUIRED @ (f� -) INSTALLATION sm FOR OOMOMMON 0LsfGD=-- INSTALLATION DETAILS W/ (1) HV BLADE I-SEE SHEET 21 FOR TYPICAL SHUTTER SCALE- 3/8f l' ASSEUSLY E.O.-EDGE DISTANCE 2- MOUNTWVECTIGNS CAN BE COMBIN (SEE SPECIFICATIONS ON SHEET 26) Ix ANY WAY $QjT My INS A- sE FLORIDA BUILDING CODE(High Vetocity Hurricane Zone) .............. C)2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY. INC. -**ZEN **'8FBERTHA HVTM \y , % Accordion Shutter System NO.44167 /�Tmg q=mc. A.S.S.A. 0. il W/OR W/O KV.MNWW M&N.V.WDE American Shutter Systems REV."o DESCRIPTIONDRAM 13Y. LC.DATE OLD 15-072 07/2/17 DAM- 07126/17 TILUT TESTING & ENGINEERING COMPANY a7 8355 N.W.36M 5t..Sia 3M.VaGINA Ww4s.MMA OR33IIR Association. Inc. Phone (305)871-1530,Fax.(305)871-1531 4268 Wast Roods Drive I DRAVANG No ........ 1., ".03:thtogoaow— West PoInn Beach, FL 33407 —3 MAI re-0006710Phone: (800)432-2204 Fax: (561)209-6380 4 17-102 WALTER IL 'WT 8r.P.E. FLORIDA UC.1 44167 5 SHEET/DATE -6 22-OF-28- SEE END WALL CONNECTION DETAILS ON SLEET 24 ExtsnNG GLASS INSTALLATION 90' F-1 N SEE NOTES ON LOCKING RODS 123 & HD 0 LOCKS ON SHEET 21 M HV 60-1BLADE F- 1 SEE END WALL COON �'ET 24 —EXISTING GLASS L ————---——----------I-----___— -- -------------------- I - 21x x,/e x0._2. . i 1f 35* * -3 -------------------- 3 (6063-T6 ALL)w 1/2 ALLOY) I (OPTIONAL) (OPTIONAL) ANGLE 1:/ 10`0 MIN SEPARATION (4) H.V. CONCM. —1 TAPCON ANCHORS TO 0 12' MIN. GLASS 4 (SEE SCHEDULE FTN O.C. PINS (TYP.) (4) H 6 1/2- PINS To A ON SHEET 25) I A I 2' 1/2' L 2 @ORW 33 31 OR 32 rg..w HVA_ HDA 3 HVC—HDC EXISTING.GLASS r___ HV13—HDB Fo Of] SYMMETRICAL-HD CENTERMATES 9 SYMMETRICAL HD CENTERMATE ALiat K (INTERIOR) j' _L�f N� -- ----- - W/ 6k LOCK (EXTERIOR) t_1N 9 MIN.SEPARATION TO CLASS _v V 71 (SEX SCHEDULE ON"Er 25) OR -—----- PC -------- ---------- ------- 3 �r.D� VARIES F6 11r MAX. SLACK HVE—HDEo_ET LPOUREO CONCRETE OR CONCRETE eLOCK WALL _QQ REQUIRED FLORIDA BUILDING CODE(High Velocil Hurricane Zone 2017 EASTERN METAL SUPPLY,I 4`}2017 IlLVEC0.INC.(04WERM) — BERTHA Hv_ No.4416 '). I Accordion Shutter System 11LIEE 26—,.7. A.SnSwAw U. 11 W/OR W/O KV.WMQr#RME&N.V.MAN nutter Systerns RCw.ftI DESCRipno" GATE DRAAW ft LC4 TILLIT TESTING & ENGINEERING COMPANY ,y 3ti Association, Inc. I OLD 15-079 01/26/17 DATE. 07/26/17 &I"KW,36K St.Sto.365.'ARCMA GODENS.FLOMA 3]184268 wast Roods Drive 2 Pt=t:(305)VI-1530.ro—(305)571-1531 DRAWING No phcAe: (West Palm 8.ach,FL 33407 3 E9-0006719 800)432-2204. Fax: (561)209-8380 4 17-102 WALTER A.TaW 11.P.E. _j-_P.E.SWSIGNATURE/DATE _FLORIDA tIc.0 44167 5 _SHEET _.23-'OF-28-- I r .—POURED CONCRETE POURED CONCRETE URED CONCRETE POURED CONCRETE OR j,. OR CONCRETE ,_.._f CR CONCRETE OR CONCRETE CONCRETE BLOCK WALL y' // BLOCK WALL REQUIRED f-'" BLOCK WALL REQUIRED REQUIRED BLOCK WALL REOUIRED J /r EXISTING GLASS EXISTING CLASS r > /" F EXISTING CLASS CONCRETE ANCHOR' �f ,—EXISTING GLASS / -,T_» -7 jam, �, 2' MIN. = .`r ® 16'0.C. .L __.—..T) ! /> J .J�. -.. ,,,•%' J 1. 1. 2'MON. ^`' r`; J , MW.SEPARATION f (I MIN.SEPARATION EO EQ MIN.SEPARATION J TO GLASS r i I� / TO GLASS / It. I11 SEPARATION 1/16'x3'MAX. , TO GLASS (6063-T&)CONT. 10 CLASS i (SEE SCHEDULE r,' (SEE SCHEDULE (SEE SCHEDULE ON SHEET 25 1/2* ON SHEET 25) (LOCATE AT t1t1 ONSCHEDULE ALUM.SHEET2S) PLATE.(LLOSER OCATE Ill• ON SHEET 25) , ) ! 1 Eit}i SIDE�J� AT ERHER SIDE 1IN ` I r } OF 4U) I __..__...,_- f USE 1'OR 2'MAX. 814x1/2'S.M. I 1 I <''"' (AS APPUCASUE)X2'x1/8-xo'-2' I a 16'O.C. __...-- _�-�' -q ALUMINUM CLIP ANGLE a T6'D.C. 4 (6063-T6 ALLOY) AT MIOHEIGHT 4 / f (1)1f14XI12"S.M.S.TOG)& 5 SEE DETAIL X FOR—1 rn1 1 VALL rT 11 0.C.(LOCAFTE AT ro i c SIDE CONNECTION 1N EITHER SIDE OFT11) (° SEE DETAIL X FOR (2TO TRACKS CONNECTION) I SLOE CONNECTION SEE OETAEL X F0. {4 07 1 +aCk�ORL1 R? OR SIDE To TRACKS OR i 7i 1 OR(�;�naR $4 04R�OR�I 3 END CONNECTION DETAIL t`4� END CONNECTION DETAIL`1 END CONNECTION DETAIL i END CONNECTION DETAILO • REODRED ONLY FOR sPuvs GREATER THr�+ 12_a Ji POURED CONCRETE OR A POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL �...� .,-__-------- % REQUIRED Zi CLASS `� REQUIRED EXISTING -'i -I ._�._.,.-__�. GLtiSS -------------� ##1�(T/2-S,M,S,J MIN.SEPARATION p,r 5 yJ ------------ TO - - Y ��./ " oR4 OR 7� �. TO GLASS ------------- `----' MIN. SEPARATION CRETE 1/2'MIN. (SEE SCHEDULE --,t j �• .. -- -» 1 (SEETO GLASS SCHEDULE a4CHOR D.C. i ON SHEET 25) ------ CON --""F . CONCRETE` ON SHEET 25) ) ) 5 ANCHOR 4 16` S D.C. r�-— 1 2 MIN. I t Y=Z I--' �. r OR 2MIN. 2'MIN. DETAIL I 0 0 O' END INSTALLATION OR,,0099 80OR + (2) HV BLADE INTO CONCRETE OR + + ' CONCRETE BLOCK WALL. END CONNECTION EMAIL 5� Fgd12OWT ON DET �6 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 •'+�VE;t {/ Q2017 TILTECO,INC.(L%"MR=) 02417 EASTERN METAL SUPPLY.IRC. �� BERTHA HV- NO,44167 A.S.S.A. Accordion Shutter System I�ECO ,�.;. V.i�noE r w (ua W/O H.V.wiHoow Ennue&N.V.e(�nE American Shutter Systems PEVA. DESORPTION DATE ORAhW Mi: L.C. yy TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 16-079 07/25/17 OATS: 07/26117 MS N.W.M,St.,STa 305,V&CM G RDEN%FLOP"3316 •� ••«;::ie:•' ��Tll Perone:M$)871-1530.fee;(30)87t-4531 4266 Wes!Roods Drive 3 ,t a erno:03".0e0"com West PoI n Beach, FL 33407 3 DRAWING I10 �•`.s�aNAL��,• EE-COO6719 Phone: (600)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A TRLIT L.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lie.1 44167 _ -_ 5.. - - -- -SHEET_-_—_- --_-- _ —�- - - 6 24 4F z8 s MAXIMUM SHUTTER SPAN �C6 SEPARATION TO GLASS REQUIREMENTS "L+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITS 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 NEGATIVE A.S.D. HD 31 OR Q DESIGN PRESSURE RATING. W/ ONE HD 4 LUCK & NO (2) PROCEDURE TO DEfERMNE MAXIMUM SPAN FOR WALL LOCKING DS -1 ♦ MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DES!GN PRESSURE RATING. A. DCS ss POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. PPESSmt GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, - (p.al.) ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. _ L f (0) L-III) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 15'-S' 18'-0• MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L-•. 35 14'-10' 18'-0• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14-4• 1T-10' COMBINATIONS IN BETWEEN WALL W/FLOOR/CEIUNG INSTALLATION LEGEND 45 13'-11' 17'-6• MOUNTINGS: SUBSTRATE PoU+ED CONCRETE K70 13'-6' 17'-0' FOR A GIVEN POSITIVE A.S,D. DESIGN PRESSURE RATING: MOUNTmGS ISNEEI 22) 13'-3' 16'-10' DETERMINE 12'-11' -16-2 L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. WALL M & EE L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING 12'-8' 15'-6' INSTALLATIONS. 12'-6' 14'-11' FLOOR/CEILING BB, CC, D0. 12'-3' 14'-5• FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING FF & GG 12'-0• IA'-D` DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10• 1J- L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6• 13'-2• INSTALLATIONS. 95 11'-3• 12'-10' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6' 12'-6' MINIMUM BETWEEN 'L1+', 'L2+', 'L1=AND "L2-' 105 10'-0• 12'-2' 110 9'-6• 11'-11• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE 115 9'-1' I1'-8' RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 B,_9• 11'-5' 125 - 11•-2• 130 - 10'-11• 135 - 10'-9' 140 - 10'-6' 145 - f0'-4' ISO - 1D'-2• 155 - 10'-0' 160 9'-10' _165 - 9'-9• 170 175 - 9'-5• 185 - W-2� HV BLADE 195 - 9'-2' 190 91-0. 195 9. FLORIDA BUILDING CODE (High Velocity Hurriccne Zone) `\�, C •'S� Q2017 TILTECO,INC.(EN©NEER:NG) 02017 EAVERN METAL SUPPLY, INC. No.44187 3 BERTHA HVTM TL ECO A.S S.A. Accordion Shutter System .V.BLADE di W/OR W/0 KV.VOW*BLADE&TLV BLADE J O,P'•. TICCIT TESTING & ENGINEERING COMPANY American Shuffor Systems RLV I. DESCRIPTION DATE DRAWN 9Y: Lc. , 6355 N.W,36th,Sl,St.M.VIRCM GARDENS.FWR=331U Association, Inc. I OLD 15-079 07/26/17DATE' 07/26/17 • rfrfl Pnane:(JO5)871-1530.F..:(305)871-1531 4268 West Roods Drive = 6-me1 tlltecaOaol.00m West Petm Bench, FL 33407 3 DRAWING No ER-0005719 Phcne: (900)432-2204 . Fcz: (561)209-8380 , 1 7-� 02 WALTER AHD .Ir.P.E. TT -- --- P.E.SEAL/SIGNATURE/DATE FLOR=U.d 44167 s SHEET - — - -- — - 6 25--OF 28- *SPECIFICATIONS ON ANCHOR REOUIREMENTS• POURED CONCRETE SUBSTRATE ANCHORS SPACING UZMn MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL SHALL BE As FOLLOWS: MAX SHUTTER SPAN MAXIMUM A.S.D. pESiGN PRESSURF, 1 4o TAPCOtI A.1) TO EXISTING POURED CONCRETE: (Min. f'c 3192 Psi) B/16'.TAPCOf1 XL RATIN(.AND A CORRESPONDING MOUNTING TYPE — 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. - -- ---- - --- -- -"- FOR CONCRUE INSTALLATIONS MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4-- A.2)TO EXISTING POUR-CONCRETE:(Min,f'C a 2899 psi) POURED CONCRETE - 5/16'0 TAPCON Xt ANCHORS.AS MANUFACTURED 13Y 1.T.R'.BUILDEX. 'dAXIMUTAMINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4'. 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 POSITVE AND NEGATPIE A.S.O. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 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 ]fl" 6 4' 4" 4" 3 1/2' - - _ MINIMUM REOUIRED EDGE OiSTAN•T FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 18"-0" 7 1 2' S 1/2" 4" - - 3' EDGE DISTANCE FOP. 1/4"0 TAPCON AND / 3 5/8' EDGE DISTANCE FOR 5/16'0 TAPCON XL. } NOTE: 'F VAUD ONLY FOR UP TO 10'-0'SPAN (2-HV BLADE ONLY FLORIDA 8UilOiNG CODE(High Velocity Hurricane Zone 1 + Q2017 TR.lECO,C:C•(Et1CIN£TRP.LO) 02017 EASTERN METAL SUPPLY,INC. NO,4 �g A BERTHA i7 HV- Accordion Shutter System a $ * ■ . ■ ■ V.BADE#1 W/OR W/O H.V.ItNOW BLADE h H.V.BLADE/ TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems RCV.9. 0MRIPDOt1 Dan DRAWN BY; LC. Association, Inc. I OLD 15-079 07/26/11 W1E 07/26/17 St..Sb.SOS.NRGw CIA40+A FLOKBA 3318 ..• •` '�v i1, Poly-:(305)871-1530.FOX:(305)671--1531 West P West Reads F Drive 2 DRAWING NO tt�'At � C1l r,r` a-mim7:1a14coGed.cam We6t Palm Beach.FL 33447 3 L' � E6-0006719 Phone.* (800)432-2204 . Fax: (561)209-8380 4 17-102 �•• -''' wALTV n'DLUT Jr,P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLOFSDA tl�g 44167 _ -- -- — - -= - - - - - -28 1 i .1875• 0625" .__..____: ---.__........ .0625',.0625 1. 12'ram.CLEARANCE EXTERIOR To BLADE TOP 0825" EDGE 1A SECTION X-X w WINDOW BLADE SCALE: 1 .1875" 1 KA'UCME 3'E OPENING -(TSP) ___ .0625= 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW - - --- - 0.0625" BAYER MAKROLON 3103 POLYCARBONATE Z EO—�--co-�- 3 I INNOVATIVE PLASTIC LEDXAGRADE OBIC 11 3 RESIN INNOVATIVE I-- FLAT OF BORDEN i (SEE NOTE "F" ON SHEET 2$). 4 i EXTERIOR j�j 1.3750" POLYCARBONATE SOURCES FOR 44 11V WINDOW 7 APPLICABLE RESULT TYPICAL PROPERTIES S'IANOARD arta s,r�PLASTIC X 02.8750 X REFERENCE w�t uc.W4aaaI1 7103 117x1 fao 1%SN SPEpCIFIC�GRA'RTY ASTM x792 0.043 Ibylin' 0,043 Ib/in' ON CENTERS MECHANICAL^ j TENSILE YIELD STRENGTH ASTM 0638 9,50°p.S.L 9.500 ps.i. 2 7/8"MINI FLEXURAL STRENGTH AT YiELO ASTM 0790 12,500 p.S.a 13,400 "A. CLEAR � 1/4' FLEXURAL MODULUS ASDA 0790 340,000 p,s.L 345,000 Tss,L SEPARATIONSEMEN03.7500 I):lPACT: BETWEEN 8 DE TABS .0625" 03,Q004 I NOTCHED IZOO ASFU 0255 16 FT-ib/In 17 FT-ib/in OPENINGS , R-J -0625'* Y ' s1+DKE DENSITY ASTM 02643 47.2 x 64.5 2 MAX SECTION Y—Y RATE OF BURNING ASTM 0635 C-1 CLASS C-I CLASS r SCALE: 1" = 1" SELF IGNITION ASTM 01929 1040'F 980'F ASTM C155 TENSILE STRENGTP AFTER WEATHERING ASTM 636 9302 p.s.i. 8840 p,sJ. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.L 6880 P.$1. SCALE: 1" _ ,„ 12'Mm,CLEARANCE TO BLADE BOTTOM TYPICAL. HV WINDOW BLADE 12 AND SCALE: 3 j8.,-," PO F'YA„ R-8ONATE HV WINDOW DETAIL FLORIDA BUILDING CODE(High Velocity Hurricane Zone :•.l� �f�• Q2017 TILTEm,INC.(EKMRM) 02017 EASTERN METAL SUPPLY,tM BERTHA HVTM NO.44167 1 L E C 4 �. A■ ■„ ■�■ Accordion Shutter System • _.y .Y.EiAT)E 1 W OR W/o KV.WINDOW BLADE&H.V.BLADE Tit11T TESTING & ENGINEERING COMPANY American Shutter Systems REv.H. 0CSCRlPn6N DATE ORAm<Er: LC. •t4`•'` Association, Inc. I OLD 15-079 07/28/17 DATE: 07/2x/17 N�1.��,Y1'7 Yy 0.X"5 tLw,38e4.5L.sin 303.WR6WN GAO",FLrADA 371 •n-ttA r+G��:' ph...:(305)871-1530.Fox:(305)871-t531 4268 West Roads lkive 1 DRAWING NO MAL L�•.•` a-rtro3:i3t4co0ca4cam West Palm Beach, FL 33407 3 Ee-op06719 Phone: (800)432-2204 . Fox: (561)209-8380 4 1 7•"1 a2 *••. •-•• WALTER A ULLIT.pw P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 3 SHEET_28___ _ - �:.—-- -- - 6 - 7' F 28 -- - I' . y'�F$(Lj,,y((�IjAMONc D CONDITIONS OF USE FOR SERTNA ACCOM WORKING IN 1.MA%,AS.O.DESIGN PRESSURE RATING:+110.- 110 PA.t. A G fYYD t0�� (TVD fUYi7 i 2.LLAX.SHUTTER SPAN:96.'7 1 3.ALLOWED UOUNDNGS:A.D,G&H ON SHrLTS 6,7;AS WELL AS MOUNRNDS N.O,r,UC&y,W ON SHEETS t6&19. { ONLY CEMERNATES�g (BOTH W/ 4 OR 2C NYE ALLOWED WITH 1 W A SYN OR OP G!A W CAM OF� x YOVIIRlL�MJSi BE 42T.UDED ONLY AT EXTIItIdt ACCESS SIDE OF GENTER �ia�Jw S.(A)HV WINDOW BLADE(R STIFLE ONLY ALLOW A MAIOMUM OF 5 OPENINGS 16 -fal- (3'0 HOLES)FOR�4_}4 PER 9ADF AT SPACINGS SHOWN ON SHEEP 2T. TYP,EA END 0 I (B)NN.CLEARANCE IRON TOP.OR BDTTOM EDGE OF NY WINDOW BLADE OF ANY 3-f HOLE FOR SHALL 6E 12`. MAX.5 WMOOWS & ALLOWED AT NY v4 (C)FIRST OR LAT BLADE ccwM OUT FROM STARTERS AT ENDS MAY DEW E W7NOMV BIPLE I WINDOW BLADE 1 (0)HV WWGGW BLADE 18 MUST BE USED ALTERNATE TO A SOLID HV BtADEQ i THROUGHOUT SHUTTER'S WIDTHL (E)GATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE i A7 6% SIDE OF MEM. (F)POLYCARBONATE LN WINDOW 44 SHALL BE INSTAAAED 50 T ABS FACE + , $ THE INTERIOR OF THE OPENING BEING pRDtEC7ED.HY tYINOOW 44 MUST BE SEE ENDE ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PRONID BY A5SA. DETAILS ON /.. • Qg INC. FULLt�M� ! , Wr1t'R 6.SEE ANCHOR SPACING MULE FOR INSTALLANONS INTO WOOD TRANE 1 pip £QR #OILS CS ON SHEET 16,AS LIMITED BY SPAN AND AS.D.DESIGN LOAD(SEE _ P P �✓ gSEI &2 ABOVE). S=6 7.SEE ANCHOR SPACING SCHEDULE FOR INSrALLATL0,N5 INTO POURED I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY I Il SPAN AND ASD.OEsG N LOAD(SEE NOTES 1 &2 ADOVE). LL IT -I .�, ((SEE PLAN FOR AEOUIREMENTS) f ({ E,N OMLIM SEPARATION TO GLASS SCHEDULE' D H TTP TOP&BOTTOM W L�f�i aaan�G .(/J)I SHUTTER SPAN MINIMUM SEPARATION TO GLASS MITED ELEVATION Mn SEFwA+mN 70 GLASS L16 uax. s` £XNSRRG GLASS (SEF 5C WAE ON SHEET 12 LTR O.AEE{� AND ON 9tZT 26 FOR B,ACFS(L&,a J0),TIP. to 44 TVP. CENTERMATES W SR -AND NOTE i ABOVE) T PICAL 1 HV BLAD WORKING IN1 -WITH HV WINDOW BLADE CA SHUTTER* AAt FLORIDA BUILDING CODE(High Velocity Hurricane ZOn4 ✓ '1,1, 02017 RLTECO,INC.(ENGINEERING) (°r 2417 EASTERN METAL SUPPLY, INC, -- BERTHA HVTM ? A S A 44187 /7 Accordion Shutter System 1 L E c o 7ow _ v.B(A i W/OR W O HU WEND W BLADE&H.Y.BM American ShUfter System, REY.Ho DC5CMPnOR DATE DRAWN By. LC. TILUT TESTING & ENGINEERING COMPANYAsaocta#Ian, Inc. 1 OD 15-079 07/26/17 DATE: 07/26/17 6353 N.W.A61A St-St.,AOS.VIRMNA CAROM FLOFMX 3AI 1 4288 West Roads Drive 2 •'^�. �\ AL Phase:(SDS)871-1530.Fax 5d71-15/1:(30) ORAYtiNG NO o West Patm$cosh, FI.33407 4TteeaDoal<am 3 E0-oTILUT J 5 SH Phone: (800)432-2204 �I FaX: (561)209-8380 4 H 02 A TILUi WALTER r.P.E. /AfJ3tGE�+TURE/DATE FLORIDA Li!./406767 __ EET. - -- -- -- --- — 6 -- - - — OF 2W - EGORED M1N?MUM VARIES ' INSTALLATIONS W f (1) HV BLADE & HV CENTERMATES 2�1 -X2.000- �A° 6S 1 /2A-853(R ACDE t0 2'Max, —� a T_ A__i0 43b INTO METAL STUD WALLS * �a i0 META C-60 S AT STEEL u 3` METAL STUDS A7 16.O.C. r _________ B 6.O.C.lia '41 9.00 W W ' ------ -- 1/2- 475• /2 * 43 114"0 NOMINAL GENERAL LINIffnONS AND CONDITIONS ALUMINUM SLEEVE FOR 6063-TS ALLOY ' D MINI SYSTEM INSTALLATION TO METAL STUD WALLS 1 3 4.6 I//'.0.035"T"CK Minh O 8-C.C. c.31 GALV.STEEL TRACK CHANNp_+ I 430 ;I T---f' SEPARATION TO GLASS SCHEDULE 3.000 ASTM A-653 GRADE 40 M.T.0-60 10 6.O.C. 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.f. lA0"• GALVANIZED FASTENED TO STUDS 39 W/(2)18x1/2•TEK SCREWS 0!4 I AS APP FlNISH - -- INTER1oR-&-EVEMOR FACE AS APPLICABLE ^ WIND ZONE MINIMUM 1 2. MAX. SHUTTER SPAN: 84" ASTM E-1196 SEPARATION 4x LENGTH + i• - EXiSi1NG GLASS---I MINTOS GLASS TO CLASS (SEE SCHEDULE) A N 3. ALLOWED MOUNTING:@S ON THIS SHEET. 1 THRU 3 1- 43 1/ !g-20X3" BOLT EXISTING FINISH ( •) m 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED FAUST PENETRATE 43c 1" REQUIRED wrxMUu { CAS APPLICABLE WITH 21 AR GED N A METRICAL LAYOUT. 4 4- r1 3/4•.6 1/4•.o.o3s•T"XK Min.' f USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1-1.373•y CONT.CALK STEEL TRACK C1wINEL, 43c 43c , .250' ,t()SO' ASTM A-653 GRACE 40 IRT.0-60 CO INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF o 1 r G4,VAVa7ED FASTENED TO SHO$ ' m 6.O.C. O 6'O.C, r: W/(2)16.1/2'TICK SCREWS a4 ; ` CENTERMATE. � INiER1DR&EKIERIOR FACE M'^•C _S; _ s 1/4.0-20 THREADS �58 DETAIL HVF IS VALID FOR 43C 1�4"B) ELCO CONSTRUCTION 11 / T2 CENTERMATE 21 APPLICATION WITH BLADE 1 O PRODUCTS FAB-LOK HD REQUIRED MINIMUM W 1v:�;y 43b /6•. 1 0.°35'THICK '�i°E� 0 6" O.C. �.:ASC-653 60 40 ;: r COMPONENTS KETAL SR1D5 AT 16.O.C. •8>��;;,,.�: MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8•= i` (TYP.TOP!BOTTOM) VA (`L'`�`+r`'r I,II ,rIII•�:�;.•�r_•ry�.�v�4'::e,�3;r:0S�';.r'.�i•��`y,?.K;:..•i•�•�r♦��"�•-•°:.j.I' II_••f,:Zweµ:-.,�i•3 ti+`t,"-Ar:A`i•!,r-lI,I III,,.:}Y•rr - t -->._AAAA- -':'-c...•.Prr` r; rr II t: S A,:a'RYs L _Tl' . 1i 4'.ZE6D1F/A45'1.<NE.O03T5O"KS NCDK5Mi.. LEXISTINC UION TRACK 3CRADE 40 I60 rALVANI ,�_ SYMMETRYA, w"o sl°N VAES W/(z) 16A7/2 ra scvON43b 3C INTERIOR&EXTEROR FACECENTERMATEW TGLASS (SEE SCHEDULE) MD}EXTERIOR ACCESS SIDE ` C ��' f ;t..INTERIOR ACCESS SIDE'•; j .•..i:� I I I 4 (TYP.) MIK SUVPA KX4 TO CLAM IN RI TO was IN I ----- -- -^_--------; W/rME I=(SIX scuA 6• n., W/CUTSOE LON 01 s3mw I 4 _ - __----- =-=—_==-