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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 BCIS Home I Log In User Registration Hot Topics 9 Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map Links i Search'i[ Opre h Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Applicatlon List>Application Detail FL1850-Rll RECEIVED Application Type Revision Code Version 2017 JAN 3 0 170 Application Status Approved sT. Lucie county, Permitting Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL_1.850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f/`2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D". Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS.INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg# 17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for HV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REPORT.PDF and 8'-0"for 110 psf.for 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.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9°/D2f%2ftCOhpJQ... 3/24/2018 11LIEC-0 INC. TILLIT TESTING 6,ENGINEERING.COMPANY WALTER A.TILLIT,M.,PE: Vlteco@aol:com. PRODUCT EVALUATION. REPORT PLCLB LicerteNo 0 Ob71) REPORT NO.: 17-0726.07 DATE:. July 26, 2017 PRODUCT CATEGORY: _ Hurricane Shutters PRODUCT`SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V,AccordionZhu#er System H.V Blade#'1 and 2 and"HV Window,Blade 1A SUBMITTED BY: Arherican Shutter.SystemsAssociati6n, Inc. (ASSAY .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]EY4 1.906)to American Shutter,Systems Association, Inc based on Rule Chapter 'No. .61G2073, :Method 1D 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: 201.7 _sixth edition of the Florida:Building Code, •and to verify that;the,productisfor the purpose intended at.least equivalent-to that required by the.Code. This Product Evaluation Report shall be;subject to review and revision`iri.case of a Building Code Change that may affect:its limitations and conditions 2. EVIDENCE.-SUBMITTED: 21: PRODUCT EVALUATION'DOCUMENT(0.E-.D:}: eAyc®e®®aio/o,J Drawing .No 17-102 (revises drawing :.# 15 07P)t�, A H.V. ACCORDION. SHUTTER SYSTEIIfI", sheets 1 thru�o 2 tl �1,5A and 28A of 28, prepared by Tilteco; Inc., signed land0Am eat r"A Tait; 'Jr' P:E.; dated 0.7126/1.7.°This drawing is an.integral lart aft ' n�10eprt: STAT£OF r 6355 N.W. ..,36th'Street, Suite.305,Miami;Florida 33`1.66-Phone:'(305) 871-.1.530-Faa: (305)871-1531 PRODUCT EVALUATION REPORT NO.17-0726.07' 2.2" TEST REPORTS: For HV Made 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 ofthe Florida Building Code: Uniform Stat-ic,loads-in accordance-with Protocol TAS;2.02.. Test reports prepared by, American Tesihg Lab (ATL) of South Florida, Reports No. 0214.01-03, 071.5:01-03, -dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by, WilliamR. Mehner. P.E., and Henry Hatte*n, P.E., jointly with ATL reports,# t004.01-05, dated 11116/05, signed and sopled by'William R_. M.ehner,, P.E.;,#121401-O 5 Aated 1 i92/20/05,,shOd and sealed.,by.Henry:Haftem, P.E.. per Pirotoco.1 TAS 2,'Oj,`2Ci2,and 203 and Completed with ATL Report #0317.02-06 d, dated on 06/-23/0,0:,signed_and. seale by'Wil.liarrt Mehher P.E.P.E. also.Per Protocol 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 -SoUth Florida,: Report No. 06.09,01-10, dated June he .1 17, 10, signed-'.0nd soaled:b Julio :E. Gonzales, P., gned, report No.,0210':01A 1., dated 02/22/2011, signe and'sealed by Henry Hatters P.E. Tensile tests as per QC- Metallurgical Report No.3DM'-388 and No. 5JM-1022, .dated.May 20, 20.03,and November 16, 2005, respectively; signed and sealed by Frqnk E. G' 'rate,jr,., as, per,ASTWE-8, as well as Reports NoAOFM-71.8, Aatibd June.?2., :201,'0;. and Report No.,II CM-.223, dated, 03/041201 ;signed and sealed byFrank E.,Grate Jt.;P.*E.,,,as,pdrASTM &8', For HV Model, Large missile impact-and cyclic loadings under Protocols TAS 201 and: 208, as Per section 1626 ,of the Florida Building Code. Uniform Static load's in accordance.with: Protocol TAS 202.- "Test reports Pee pared by American Testing Lab-of Rbporf,N6. 0422.01-05, dated April 22 thru June 15, 2.005, signed:and sealed by-William R-,,'Mbhner,, P.F., ,and:!H Henry Hatten, ,P.E. Tensile.test os per OC Metallurgical Report No.ZFM=578,, dated 7/6/2005; signed ,and sealed by Frank Grate, P.E., as per ASTM IE 8. For HV Window Blade-1A Large missile imJit and.cyclic,loading uhdeeTAS 201and.20aProtocolsj as I Protocols, as section 1,626.of the Florida Building accordance , ode, Uniform o with Protocol TA 202 per section 1626 P Oilk,I I. "Isit t.reports Protocols TA peepated_by American Testing Lab of South Florida', .0, $,and No.-0725.01-08 (Addendum), dated 07/1'9/08 and 08/-... es ,signed and sealed by William R. Mehner, P.E., and Hen'ry'Ha' en 7 '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-07-1095-1.9015.1, dated 12 /14/07', signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 310.3 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=109549015.1, dated 12/14107; signed and sealed by Joseph LaboraDoldan, P.E. Tensile test as per QC Metallurgical Report,# 8GM-69.3", dated July 21, 2008, .signed and sealed by Frank E., Grate, PH., as per ASTM E`8.. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103; equivalent asper;letter issued'by Sabic, dated -7/f7/o6,. 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.shufter span based, on rational _a'nd comparative analysi"s- and in accordance with section 1616 ofthe Florida Building Code:. :Calculations prepared by Tilteco, Inc., dated July $1, 20:06, 'May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed. by Walter A. Tillit, Jr:., : P.E., and, revised calculations dated 04/27/2011 addressing Mounting 11,-sheet No.7 of drawing No. IT-1 02. 3..MISSILE INfPACT RESISTANCE Large missile impact under section 1626 of the Florida Building Code, as .per Protocol TAS 201. 4, 'WIND.LOADS RESISTANCE:: Accordion Shutfer System has been verified to sustain. wind., pressures, Maximum. Shutter,Span for HV,Blade'1, shall be as'indicated on sheets 12 & 2$A of°28` of Product Evaluation Document (P E.D:), Drawing No. 17-102. Maximum AnchorSpacing"for HV Blade 1 shall be as indicated on sheets 13, 14, 1.5, 163 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��RjW rl&ated of Product Evaluation Document (P E.D.), drawing No 17 102: f�l��t. r span for HV Blade 2 shall be as indicated on sheet• 2 ?? 'Laluafion .. Document (P.E.D ), 'drawing # 17,102. ,Maximuq.I trc3 � •_s`f I%be as indicated:'ph sheet 26 of 28' of Product Evaluatiln Docu ent cP. D}) d wing X0. 44'167 ; .n 1 ORAL PRODUCT EVALUATION RETORT NO.17-0726-07 4 I7-102, 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, 71 811'9, IQ, 1,1,' 11% 19, 120, 21 &,218A of 28 of' Peoduct 'Evaluation Document (P-..E.D.),:drawing No. 17402.:, Minirrium separation'to glass shall be as indicated, on sheets, 6 thru 11, 18. thrd, 20 & 28A, of Produtt Evaluation Docu nt me (P.E.D.),,drpwMn'g.Nq Requirements for use oflocks-and/or.locking rods.shall,be,as,.inOjcpteO on Notes o,n sheet-5 of 28, note-10 on sheet 1. and 28 &, sheet 28A and ri,ote,10 on sheet 1 of.2&of Product Evaivation-Document(R.E.D.),draWiN NoA 74102. ' For HV Bla' de'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-i�,l 7-162..Minimum separation to glass shall be a's indicated on sheets 22 Jhru: 24 of Product-roduct Evaluation Document (P.S.D..), drawing No. 17-402. 11V 5 ' Requirements for use of.locks and/or locking rodshall: asindicated onNates i s, on sheets: mand 28! and note- fO on sheet 1 of 28 of Product Evaluation . Doduen't.(P.E,.M),dr6Wihg No. 17-102. The HV Blado'working in unison with HV Blade 1,A.shallbe performed strictly in accordance with Limitations included on sheet 28. of -drawing No. 1.7-162. 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 shee%I :through 4-of 2f$,of Product Evaluation Document-(P.E.D.), drawing No. oas indicated 17-162. Anchor..specifications for HY Plade 6,1 shall o,hsheets 14, 16'i 17 and 28A of 28 of Produdt Evaluation:Document(RED.), drawing No. 117- 102, Anchor specifications for HVBlade.Zshall be as,indicated.pn-sheet 26,of 28, of Orodoct EvalLiatiorf Document(P.E.D.), dr"a*w' ihg# 17-102. A. V�tfk ttx) .......... 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, 4.9, 10, 11, 12 and 13 indicated on sheet 1 of 28, of Product Evaluation Document(R.E.D.), Drawing No. 17-102 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2.; Product maybeinstalled within HIGH VELOCITY HURRICANE ZONES as. defined on-section-.1620.2 of the'Florida Building Code. 7.3 Product shall only be installed into poured concrete, concrete block, wood. frame and metal stud walls under the Maximum Span and Maximum Design Load limitations indicated on this drawing, as applicable. 7.4 Limitation of use>for Blade.HV1 used; in:unison with Blade.HV 1A shall be as per sheet 28 of::28 of drawing No. 17-102, Product Evaluation. Report. prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167); President of Tilteco, Inc. (Florida EB-0006719). ���o/Is®s,os®aws' `� � N.771</�`''v 9 . .... ••. 4 No. 44167 b , t 4 L►S�o_VAL 'P,afs9/v4P9RJ.. GENERAL NOTES:. 1 OF THE FLORIDAACCORDION IONG CODE. SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,`FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER,WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,26&28k AREA 1: HV BLADES(t ((/A &� IN ORDER TO VERIFY THE ABOVE.CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED.PER ASCE,7-10 SHALL BE FIRST REDUCED TO A.S.O..DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S,D)-DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28&28k GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,.AS TESTED,WERE NOT OVERSTRESSED,A 33%INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR.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 BLADEOs'0214.01-03, #0715.01-03,X11004.01-05; #1214.01-05, 0317.02-06,#0609.01-10 AND/0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS, AREA 2• HV BLADE hD AND HV WINDOW BLADE inA —HV WINDOW BLADE©80505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-06 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE) —HV BLADE Q#0422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.Mt BLADE T AND HV BLADE 2 E ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A—E,CONCRETE/BLOCK SHEET 6 WIND ZONE US 6E CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF 'ASCE 7=10 STANDARD.ALL.MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F—L, CONCRETE/BLOCK .SHEET 7 CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR'MIN.SEPARATION TO GLASS.DELIMITATION OF WIND 20NES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE I CENTERMATE DETAILS HV SHEET 8 8 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND,CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND 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. CENTERMATE DETAILS HD SHEET 10 HV BLADE01 AND:HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 111 102,75 AND p 14X1.75 RESPECTIVELY, 410—HT MINIMUM MAXIMUM SPAN TABLES :SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksT TENSILE STRENGTH,PNS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS,MUST BEAR THE HV MARKING ON THEIR HEAD. ANCHOR SCHEDULE— CONCRETE SHEET 14 .4,ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 60,63-T6 ALLOY S 31-7 ke,AND 35.7 ksi ANCHOR SCHEDULE— CONCRETE SHEET 15 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A S.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN$0018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION,2411.3.3,4. ANCHORSCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M—R, WOOD SHEET 18 6 BOLTS TO BE ASTM.A-307 GALVANIZED STEEL„OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS.S—X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICARONS:HV SLADEQ 13,14,15,S5A;16,17&28A END CONNECTION DETAILS 7-12.& X,WOOD SHEET 20 HV BLADE 2 26, HV BLADEV@& WORKING IN UNISON:13:14:& 16 AR 3: HV BLADE(2)ONLY 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT(.06'774,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U:S..PATENT#5'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION.DETAILS AA—GG, CONCRETE SHEET 22 9.R 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 HD SHEET 23 SEAL/CAULK ALLSHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN.CONTINUOUS CONTACT WITH THE'BUILDING TO PREVENT PAND/RAIN INTRUSION. END CONNECTION DETAILS 1-6 &X, CONCRETE/BLOCK SHEET 24 10.EACH UNIT MUST'BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE,DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HD CENTERMATES.AND ENGAGE OR LOCK ALL HV AND HD:LOCKS, ANCHOR SCHEDULE,CONCRETE SHEET 26 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709:9.3 OF FLORIDA BUILDING CODE,ONE LABEL AREA.4 HV WINDOW B ADE 1�jA ONLY SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING.CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS.INDICATED IN THIS DRAWING PLUS.ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&WINDOW DETAIL, SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 11(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC.PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. AREA 5• HV WINDOW BLADE l ONLY (b)CONTRACTOR TO BE RESPONS18LE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE INSTALLATION.DETAILS, METAL STUD WALLS SHEET 28A FROM THE.CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - - (c)THIS P.E.D.WILL RE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME,THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL THIS DRAWING.SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE"PROPER USE OF THE P.E.D.ENGINEER OF RECORD,,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA DRAWINGS FOR REVIEW. (e).ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SICNATURE'OF THE`00.— IONgI. %IVER OF RECORD THAT PREPARED IT. 1 oil FLORIDA BUILDING CODE (High Velocity Hurricane Zone ILL�i�' •,•••••, N �}, �®2017 TIUECO,INC.(ENGINEERING) .©2017 EASTERN METAL SUPPLY. INC. ..,�`� hst� BERTHA HVTM Q416 �� Accordion Shutter System + s 1 FVE C O I.N c• r ® J.Y.BLADE(1 P!/OR W/O H.Y.MNDOW BLADE&KY.BWE American Shutter Systems REV.No DESCRIPTION DATE DRAWN 8Y: LC. �p{A� TILLIT TESTING & ENGINEERING COMPANY e355 N.W.36th.St,St'305,MRpHIA.GARDEN5,FLORIDA 3316 Association, Inc. 1 OLD}5-079 P7f26f17 GATE: O7f26f17 ltV'.... iti 4268'West Roads Drive 2 Jt` Ph... (305)871-1536.Fp :(305)871-7537 DRAWING No f 'Nest Palm Beach, FL 33407 _ �G 11 a—m 7 Gtlaco0aol.eom 3 /OAdAE Y�Fti WALTER-0021 P,£. Phone; (800)432-2204 . Fax: (561)209-8380 t 17-102 P;E.Z_ FLORIDA FLORIDA Lac.11'44167 5 SHEET 6 1 OF 28 3'm F WINDOW eV➢E VARIES mh�023y 'a lv o 066 gss' o o 1.918 Mar: .N 1.20D'• 4.371 a 55q• ,p q. 7 Tr0 q . 4.857' 4.857 4.385• yg2 ` (j)AV SOLID BLADE 4.999 r�.375- COVERED UNDER US PATENT N 5458179 O2 HV BLADE �HV UNIVERSAL FLOATER a'- b�• CHV 90'/180' STARTER. 1A HV WINDOW BLADES COVERED UNDER US PATENT 5458179 SHV DIRECT MOUNT QUALIFIED FOR USE W/ N QUALIFIED FOR USE W/ HV BLADE 1O&Q2 HV BLADE &(2l 6005-T5 ALLOY AND TEMPER C 'p *SEE LIMITATIONS OF USE OF BLADE �1�ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER 6063-T6 ALLOY AND TEMPER BLADE Y &(2� 26• 7500• 6063-T6 ALLOY AND EMPER .37 0� 3.556'' :1 �' .124" .670' 2.226" 085 'v 670" h 2.670' u' ( •) 7 1.0130' wIg 072Z 4.897" .815 2.092 0.072' q 4.436' 3.226 O7 HV ADJ. ADAPTER W/LIP 1�-j12HV ADJ. FLOOR TRACK QUALIFIED FOR USE w/ HV HV WALK-OVER TRACK ,.37s QUALIFIED FOR USE W/ HV BLADE 01 & _ QUALIFIIED F 1 &E W/ HV O HV TRENCH TRACK N-t Ss• ^ b063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE W BLADE 0&�' 6063-T6 ALLOY ANDOTEMPER / HV i 3750' J 6063-T6 ALLOY AND TEMPER. BLADE10&122 ONLY. 31 HV RAINGUARD 1.917 VnRtES 6063=T6-ALLOY AND TEMPER QUALIFIED FO USE W/ HV o, 1.936" t' L9ts• I BLADE 1 &O VARIES 1.936" 6063-76 ALLOY AND TEMPER o _ 083' X083'' Mata 2 dux. o .083•' mo .OB3" .093'-o in N) 2.035• .060' ,100 .093• n .125' .060" �i 0.2`A i .060" a rj .093' .093' 140" .140" " 670 670;' � �17 o 01686' f o �1 � o 3.5200.21A67011HV CEILING HEADER 3s29 a7 6301 QOLIFIED FOR USE W/ HV BLADE 1 ONLY, C2. HV HEADER/SILL =��`• 3.56,' �y, 13 FID CEILING HEADERISILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ BR NLY O 1 SHD CEILING HEADER/SILL 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ O HV BLADE 1 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(I)&T 6063-T6 ALLOY'AND TEMPER BLADE)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 7 BLADE MN.X MIN.Y 19N.t COMPONENT A B Ti T2 QLIAUFIEE X' Y t t' 1" 0.062' 2" 2' 0.125' '17 2' I5"MAX. 1/8' 1/8" HV 1 3" B 18 2` 15•MAX.'0.192',.0.192' HV(2) 16 SIDE ANGLES I 8 j QUALIFIED FOR USE w/'HV - )STS ALUMINUM ANGLES ,9 zs• I7•MAX- o.,s0Hv �0.,9D• ' , CORNER P BLADE C&G QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV I ( BLADE 01 & ZO'' 'BLADE (SEE SCHEDULE) //i/////u 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM PWli T! FLORIDA BUILDING CODE (High Velocity Hurricane Zane CStEN " (02017 mwco,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. G C C BER'�THA CC®® u/�..H f,D. 7. TM '44161 IL E C O �N�. .S.5,A® Accordion Shutter System Pt + .V.BLADE#1 W/OR W/0 N.V.VRNDOW BLADE&H.V.BLADE % American Snuffer Systems REV.Na DESCRIPTION DATE DRAWN BY: LC. �d� L SS N.W.TESTING& ENGINEERING COMPANY 7r��p r��!��` 6356 N.W "K>n SL Sl 305.MRGINIA G4id1EN5 FLORIDA J316 Associafion Inc. j OLD 15-079 07/26/17 DATE: 137/26/17 Oj(` .••..1710• V�1�i` Phone:(305)871-153D.Fat:(305)871-1531 4268.West Roods:Drive 2 ^�sp nNA`�� a-m I tlt-o..cwm West Palm Beech, FL 33407 3 DRAWING No H �rtt' EB 0006779 Phone: (800)432-2204..Fax: (561)209-8380 -102 •7j�01 YlALIER A 71LUT Jr,P.E. 4 P.E.SE�%T31GIVb'I{!RE/DATE FLORIDA Lie.9,44167 s SHEEP 6 2 OF 28 4.660' .929" 4-.576' 45' 2.293" ,/d'-20.1 1/4'-20 rOIE'CAST 0.293• .7d5" 0.334' MMSEAD THREADED HOUSING ENAMEL 0� "64p. 4D BAKED PAINTED THREADED I$IAI�EFPA 05 > (P7YP') o IAMEL ry ED ! v - o � 05� n six. .062" m O ry r • m EGRESS TURN-� ,2 0 ri m n m m KNOB: 1325' I 4 875' A" 02,/ ° I / e,q 4. 1 _ _ � C111HR0uE BRASS CYLINDER 21 HV CENTERMATE o - Pum) (CHROME PLATED) / O @ yo. psp: 1:325 - ® HV LOCK ® HV EGRESS LOCK. QUALIFIED FOR'USE W HV BLADE 1 & 1 ONLY 22 FLOATING CENTERMATE ATE�s• m. ,,y 3oz3, e�5' QUALIFIED FOR USE 4Y HV QUALIFIED FOR.USE WJ HV 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 1 & 1 ONLY Q. / 6063-T6 ALLOY AND TEMPER 2 CENTERMATE BLADE(D& ®ONLY. BLADE.0& @ ONLY. T- QIIALIFIED FOR USE W/ HV BLADEUI ONLY 250" DID 6063-T6 ALLOY AND TEMPER 1:756'' .922' PLASTIC MOLD HEAD MOLDED 4.045' .2- ED TO m� w 2.079' 1.753' SCREW ^I m iaw• •`°" D6� �A, q .825' a .360'AFTER RIVETING .p6, ? BEFORE RIVETING Doo y �c, a l ? 1/4"0-20 x 3/4" S:S. -THUMBSCREW 1/4"0-20 RIVNUT* I 7 F+� nI• m1 'p8N mql I rnl ml < SE1tIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 275°' m I 2750' -I m .822" SHEET NUfSERi.PARE 1 0820;AS MANUFACTURED By AVDEL PLAN " FRONT ELEVATION8 HV MALE "T" LOCK CENTERMATE ER^ 4.566- CHERRY TEXTORN,PARSIPPENY;NEW JERSEY 07054.OR EOIIAL . 27 SACKER FOR "T" LOCK CENTERMATE QUALIFIED FOR-'USE W/ HV BLADECONLY 2 HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE.W/ HV QUALIFIED FOR USE Vi/ HV BLADE 1QONCY QUALIFIED FOR USE LO HN BLAMPEIZ-tJLY W/HV BLADEQT ONLY. BLADE 10 ONLY. 6063-Tb ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 e 5 3.161 my 2 _ _ 063' _ 432 1.0 THUMBTURN .214" =1 DYUNDEP.OR m ♦ KEY CYLINDER ° .545" e m m 0.875'Min. .40 m 1 .125'Max. 31 HDCENTERMATE NO OCKIN OD ( HD CE TER AT �O K N OD m mI O°° o ml .QUALIFIED FOR USE W/ HV BLADE. 1 , TA& 2. QUALIFIED FOR USE W/ HV BLADE 7 , 1 & 2 6063-T6 ALLOY AND TEMPER #33 HD CENTERMATE'S INSERT •804- 6063-T6 ALLOY AND TEMPER .� _ VARIES;S.S. MIN. QUALIFIED FOR USE W/ T BLADE 1O", 1A&Q2 gl 1/d'0-20 S.OR 3/6'0-16 1.130• 6063-T6 ALLOY RAND TEMPER � ' ACETAL THuuBSCREY,5: t1/2� I rTHUMBTURN (SEE OETNLS) Op �.- CYLINDER OR KEY 115' 1 1.57 Min. CYLINDER 1.78"Max. ® LOCKING ROD ,375 a v4 e ® HD LOCK m QUALIFIED FOR USE W/ HV BLADE1G& 2Q. �g HV 3/8"0-16 ACETAL 3 HV 1/4" 0-20 AISI 304 BY REGENT'HARDWARE MORTISE LOCKS SERIES'2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS. SERIES S.S,- THUMBSCREW5 QUALIFIED FOR USE W/HV BLADE C,-, g k@ . 55 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE &DE 1 � QUALIFIED FOR USE W/ HV BLADE 1 & DRILLED AT TRACKS FOR PROPER.EMBEDMENT Q T!l�AiFLORIDA 'BUILDING CODE (High Velocity Hurricane Zone) \\\\, ,��•�\r CN c� .�/�Z ®2017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. %11G O - _ BERTHA NV;`• �Ti �N� �® � �® Accordion Shutter System V.BfADE#1 Yt/OR W/0 HY.WINDOW BLADE d H.V.BLADE b (' TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REV.No �.,ESCRIPTION DATE. DRAWN BY; LC. t,�0•A�jO � Association, Inc. d 15-079 07/26/176755 N.W.J6N.SM Sle.JOS,.NRgwA GARO'1I5,PLORI01.JJ,6DATE: 07/26/17 Q� 0•, ��\\ Phone (305)871-1530 F..:(305)871-1531 4268 West Roods Drive 2 ""eP'ss �1 a-mall tltec ooal.cbm West Palm Beach, FL 33407 - J DRAWING No ss)j�NO 111 EB 6006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-102 WADER A.TILLrr Jr.P.E, d P.E.SEfd/Islrrdllp34lPcE�fDATE FLORIDA Ua.j1 44167 5 SHEET 6 - 3. OF.28 41 40 38 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV T HV 1 AND HV BLADE'S. l tO HV BLADE 1 39 HV BLADE to NNS i(! I ZO HV BLADE 23 ® or I i I 1-;47 3® HV LONG RECESSED NYLON BUSHING n 1— �F — .315"0 39 HV- SHORT RECESSED NYLON BUSHING EXTERIOR I 40 HV NYLON HAT WASHER -4ils•IL_ 441 47�^0 �� 41 HV' WHEEL CARRIAGE ,AISI 302-303 SERIES I I r^ 177 O4 Y 4.870"x3/16" THICK NYLON WHEEL. I` I; ��I 39 38 I i :I 0.188"0 AISI 302 SERIES S.S. RIVETS 43 @9 or 2or (SEE NOTE FOR i I REQUIREMENTS). I Q® OrO2 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD I EXTERIOR �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD I I XZU � I O I POLYCARBONATE IMPACT RESISTANT HV WINDOW �� Q® or (SEE SHEET 27) �No N 4 38 I � TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1• HV PIN®OR 9 AT (7) HV PIN SHALL ALWAYS BE USED,AT ALL EXTERIOR BLADE'S EXTERIOR KNUCKLE. BOTTOM' 1Q KNUCKLES OF HV ACCORDION SYSTEM W/HV OR 00.324' 3 HV©BLADE. (SEE NOTE FOR REDUIREMENTS) (2) HV PIN'(9 MAY BE USED IN LIEU OF(D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV( _�/ BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC"AND "DD", •8j 9 jll III SHEET 22. SHALL BENU©OFOOR©RCT/MOUNTDINSTALLATIONKPER.DEAI�EX, WHEEL CARRIAGE DETAIL. `'"ASSEMBLY LAYOUT SHEETS 11 &24. N.T.S. - N.T.S, I - ,aT/��Na<a{rtsoi FLORIDA BUILDING CODE(High Velocity Hurricane Zone t1't �� ®2017 TILTECO.INC.(ENGINEERING) ©.2017 EASTERN METAL SUPPLY, INC. �P� BERTHA HVTM N /► S A Accordion Shutter System E C® INC.-\ ■ ■ I.Y.BLADE.J1 W/OR WO H.U.WINDOW BLADE&HN.BLADE .p g `TICCIT TESTING & ENGINEERING COMPANY, AT®rIC00 Shutter Systems REV.No 'DESCRIPTION' DATE DRAWN DY: I:.c. 9 6355 NAY 364M1 St St,.305,VIRGINN GAROEN5,FLORIOA 3316 Association, Inc. i OLD 15-079 07/26/17DATE 07/26/17 �••�� Ff..'• Ph— (305)877-1530.Fax:(365)871-1571 4268 West.Roads DFive. p f' t/� a-mall:tntecaoaol.cam West Palm Beach, FL 33407 3 DRAWING Nqo +_SSIA BI At .111 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 oTy74C ,M,T WALTERA.TILLIT Jr.P.E. 4 P.E.S�EI(7#!RffOATE FLORIDA Lie.®44167 5 SHEET 6 4 OF 28 • a 5 *NOTES ON HV LOCKS AND CENTERMATES: A e c n 1, MMDATORY CONDITION /1:ONE HV LOCK(5 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB W 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY /l t V✓'l� ELEVATION. HYD LOCK 2 i or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR 11 In I I In I nCENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD 5.5. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 a, If FLOOR/CEILING INSTALLATIONS. TWO HV LOCKS�1 OR OR ONE HV LOCK. OR W/ TWO a- F LOCKING RODS i0 AT TOP & BOTTOM SHALL BEVSE F R ANY SPAN AND IN ALIATION AT ANY ELEVATION. / HV LOCK®OR®SHALL BE ATTACHED TO @ OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER Da-HVB MANDATORYCONDITION #1: LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL H - _ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINEDAS PER SCHEDULE #3 ON SHEET 12. 4 oa5 oR�6 oR i0 ae'®4 I °A 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV v I Qm I LOCKS OR MAY BE USEO AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES�1 = s LO�i SHALL BE AS INDICATED S NOTE ED. N YE., IF Nz� LOCATION OF LOCKS SHALL,BE AS INDICATED ON 1YPICAL SHUTTER ELEVATION. a„ v OPTIONAL CONDITION #2 MUD ONLY WHEN ftDATDRY CONDITION J1 CIR'LlMfTED 4 „a xoc-xvc �6r }2 IS USED H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ® I BE USED IF DESIRED TO ENHANCE SHUTTER PERF I MANCE. LOCKING RODS if�' OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). O1 E3� 5. MANDATORY CONDITION ®2: ONE HV LOCK r�'L('SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN gyy 3 y V AND INSTALLATIONS AT ANY ELEVATION. FN LOCK+�1 or 'SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, H D- Y� �HDD-Hpv0 ATTACHED TO 5q*CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING ROCS 1 'yam V r�3 AT TOP& BOTiOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER.SCHEDULES SHOWN ON SHEET 12. 1. 6. i •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF FIV-LOCK or FOR ANY SPAN AND I ( NST CATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4"S.S.THUMBSCREW TO a OR®CENTERMATES SHALL BE MADE W/ 1/4"0=20x3/4"ALUM. SEE END RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1./2 OF SHUTTER SPAN OR 1W0 CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. SHEETSON D' F E H I J K L 0P FULLTHEICHTT. *NOTES ON HV "T” LOCKS AND CENTERMATES: OF CORNER 1.SECOND ALTERNATE TO MANDATORY CONDITION -r-LOCK AND CENTERMATES a AND NUNrtEo ro - � ONE ALTERNATE HV "T" LOCK t00 MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR�FOR ANY SPAN AND CENTERMATE INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK P Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 1`�j` aR�cR�*V'aRC �'13 OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH.MUST BE (13 80 CONNECTED,TO CENTERMATES @ AND'@9)W/ 1/4"0-20 x 1 1/2' LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" 10..15 oRn7V��zl�y�,�2� ! WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO.A 1/4'Ox 5/8'RIVNUT. LOCK.MAY BE.INSTALLED AT Mi SPAN OR 12- @ 'LJ �I L:J MAXIMUM.ABOVE.AND BELOW MIDSPAN. USE OF TWO.LOCKING RODS®TOP AND�BOTOM IS MANDATORY. i$•�aR 1�3,. tis«®«>7« *NOTES ON HD LOCKS & CENTERMATES: I. : ONE ALTERNATE HD LOCK� MAYBE USED IN UEU OF �a 1. 1�$on 1 9•Qoa'I 9•1 S oNO HV LOCKS 41 OR 5�.FOR ANl'SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD.LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK,a TO @ IS W/3#8 x 3/8" F.H. S.S.M.S., AND INCLUDES, REINFORCEMENT INSERT SHOWN ON SECTIONS HDB-H AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT TYPICAL (T) HY BLADE SHUTTER ELEVATION MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS i&IS COMPLETELY OPTIONAL. N.T:S. k T! FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1,1��' •• ✓9 Z ®2017 TILTECO,INC.(ENGINEERING) ©2019-EASTERN METAL SUPPLY, INC. 44167 BERTHA W.VTM No. ! C . ® . Accordion Shutter System V..BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 8 AAmerican Shutter Systems REV.No DESCRIPTION DATE DRAWN'BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-079 DT/26/17 DATE: 07/26/17 ,'/y.C,`/�• v 6355 N.W.3611.SL,Ste.305 VIRGINN GMDENS,FLORIDA 3316 �piC �".!.•;` ` I,L`1 Phone (305)871-1530 F x:(305)871-1531 4268 West Roads Drive 2 DRAWING No - a-mal.,, Uteco®aolcarn West Palm Beach, FL 33407 S/0NA�E i, EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-102 S3�r &E WALTER A TILLR Jr.P.E. P.E.SEbCfS`(�ISATURE/DATE FLORIDA uc.p'44167 5 SHEET b. 5 OF 28 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4"0-20x3/4'S.S. CONCRFE REQUIRED CONCRETE ANCHORS _p I REQUIRED I SEE SCHEDULE ON CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS r—•'t-� (( / r(SEE,SCHEDULES ON I NTS/®.120 O.C. (SFE SCHEDULE ON SHEET 13) (/ `,S ( SHEET 13) !/ j SHEETS 134 15A) L".R ! ' , _ 17 oR18 -EQ EO n. 11MCHINE SCREWS.S. /! // i_-rUSING 1/4'-20 NUTS® 12'D.C. /,fy - 1/2E. D+ zso°Mex. 13 OR 15 �/ i 13 a 1S f/ • I. = .250'Max. j/Eti a. �¢_ ! I \ MaO. OPTIONAL MIN' SEPARAROOPTIONAL N I _ I MIN.SEPARATION TO GLASS(SEE TO GLASS SCHEDULE ON SHEET ' (SEE SCHEDULE ON 1. EXISTING 12 FOR BLAISE At40 1 OR ; MIN.SEPARATION i i i 1 EXISTING GLASS lei SHEET 12)' ON SHEET 28,rOyR GLASS-- SES 1O&l'7 TO GLASS .. I (SEE SCHEDULE ON EXISTING I SHEET U12) clAss—I HV WALL HEADER INSTALLATION @ HV WALL HEADER INSTALLATION C g HV WALL HEADER INSTALLATION EXISTING I 1 I EXISNNG GLASS=1 L I ' MIN.SEPARATION c' � MN.SEPARATIIXJ 1 OR 1�l 1 EXISTING I TO cuss 1 �EDULE ON � III' i I GLASS (SEE SCHEDULE ON 7 12 FOR BLADE AND I ,HT i MIN.SEPARATION I.I ', SHEET 12) ' OMN�� GG TO GLASS i (SEE SCHEDULE ON I. ! BLADES(J& SHEET 12 I / / (•OPTIONAL 1;1 / , I / ! / OPTIONAL4'Max; I''E v/L,'/-r Max. / s ! „I ili III ! E. 13 OR 15 E.D.. '� II II iI OR Ea Ea 13 12 OR114 I/ /! 1/4'e-20x3/4'S.S. ��;: Mi / EO EQ PHILLIPS TRUSS.HEAD 1/4 0 20x3(4'S.S.PHILLIPS r 1 7 DR T$ ! CONCRETE ANCHORS MACHINE SCREWS USING TRU55 HEAD MACHINE SCREWS `/ ! CONCRETE ANCHORS f ,> ' 1' 1 4'-20 NTS®12'-O.C. ' `{SEE SCHEDULES ON 'r / / W/ 1/4'-20 NUTS 0 12"O.C. / (SEE SCHEDULES ON Min.J POURED CONCRETE SHEETS 13& 15A) POURED CONCRETE J SHEETS 13 k 15A) rF ' 1 OR CONCRETE BLOCK, DR CONCRETE BLOCK; " SREQUIRED WALL REQUIRED , ECRETE ANCHORS C HV WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV .WALL SILL INSTALLATION. POURED CONCRETE:—/ SHEETS 14& 15A) OR CONCRETE BLOCK WALL.REQUIRED � HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ _ T-SEE SHEET 4 FOR TYPICAL SHUTTER k.E. 0.=EDGE.DISTANCE `' ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) • SEE LIMAA IONSHOF USE FOR ` H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED 26 IN ANY WAY TO SUN ANY INSTALLATION. ,Tk FLORIDA BUILDING CODE High Velocity Hurricane Zone \�� •• II.N r�' �9 ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC: F•, o BERTHA H79TM 441671: �, Accordion Shutter System i ■ ® ® N.BLADE_ 11 W/OR W/0,H.V,VINDOW BLADE&N.V.BLADE� • American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY �r $ Assoclatlon, Inc. I OLE)15 0 7/26/17 DATE: 07/26/17 -•': I / t\ 6355 N.W.3641.St..Ste.305 VMNIA CARDENS.FLORIDA 3316C \t Ph— (305)871-1530 Fux:(305)871-1531 4268 West Roads Drive- _ C2 .1 _ 2 DRAWING- No mdl t1l ooao6com West Palm Beach, FL 33407 3, = SS�ON A1.`��1' a EB 0006719Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A TILLfT Jr.P.E. P.E.SlffffWVT'6E/DATE FLORIDA Uc.1 44167 5 SHEET 6 6 OF 28 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) LTO CLASS(SEE ',1,� 1�OR 5 ®° REQUIRED �I TSCHEDULE ON (� EDGE OF 112 FOR ELADE Lt ANND I uSl.sip wAnou I i 1 / SLAB IF i ON 4QT]8 iOFi I„ e ~(SEE SG1EDUlE 0.� m 1 MIN.SEPMATION ., 8• APPLICABLE EXISTING BOO h® sRa 1N 1 / CLASS EXISTING (, TO GLASS gym; .r`7 i i'.; I (5FF SCHEDULE 0 ALTERNATE GLASS-1 ' a sNEEr ts) / I�E E / / ANCHOR F'tOx3/4"HEX //1 /I✓',� ,f:` / f% LOCATION i t WASHER HEAD. M I i i TEK SCREWS-® 1 oR 13 OR 15 3/8•MIN. 12'Q.C. ii i i I EXISTING 3je'EDN, CONCRETE ANCHORS i II I I GLA$$ t I ' t 06 . ] ' (SEE SCHEDULE ON 'SHEET 14) EXISTING I�.; I / EDGE OF t // C ✓ / /%•� / ',. (/ / SIAB IF f �// I/ /,/ ✓APPLICABLE GLASS--. EDGESLAB�F— % // ey l //1�2' 1 / I EDGE OF /J, /%- EDGE OF SLAB IF Lm1 SEPM1710V APPLICABLE / E.Q. / Q. %,/✓ // YrTO GLASS 4DOL£W(SV�E4F.T -, / E.jf, / %, /y:' APPLICABLE {'� ''l� ��' /•/ j APPLICABLE u SCR 7311E nt� .w POURED / / /=,/ f/ ' �rETSR 1 OR S CONCRETE f�----E .. POURED {� CONCRETE- E"D' POURED t 0 © REQUIRED D." E:/D.�'� REQUIRED PLAT HEAD CONCRETE ANCHORS CONCRETE -.�`T HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) REQUIRED (SEE SCHEDULE ON SHEET 26) (BI HV FLOOR INSTALLATION t 0 HV WALK—OVER INSTALLATION 11 TRENCH INSTALLATION O HV CEILING INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF PRESSURE RATING.& FOR SPANS PER CONCRETE ANCHORS SCHEDULE#4, SHEET 12 wR swuutxrct -�. (SEE SCHEDULES ONS TO c ws SHEETS 15& ISA) / EXISTING EXISTING EXISTING CLASS- MIN. EpA,ON ' GLASS—t MIN. SEPARATION GLASS GLASS 10 `(SEE SCHEDULE ON— T!' lO TO GLASS SHEET 12) i(SEE.SCHEDULE Oil SHEET 12) rlT i FI/4.. j rh 1 u i i t i ilii MAX. 9 T 3 OR 15 D.* i I r E'D* ./ tlr 110x3/4-HEX WASHER I // 8 EA /B/., 'i it lI i� #14x3/4" HEX HD_/ii / 1 3/// !' - HEAD TEK SCREWS a 7 x✓ TEK SCREWS ® 9'C.C. 12"O.C. CONCRETE ANCHORS' I �� --- tO 814x3/4"S.D.S. (, L / `- - i c 1/4' OR,1/4"e-20 S.S.M.S. I ( _ _ 6 7 7/ ----- Maz: W/NUT® 9'O.C. (SEE SCHEDULE ON I /1/2 / ®9"0.C. I SHEET 15) ' 1]oR18 I/2. JJ / EDGE OF �\ 814x3/4'-F.H;S.D.S. �•' Y t Y/B,' t Y/8' //` SLAB IF ' 9'O.C. _CONCRETE ANCHORS APPLICABLE SEE NOTE 73(b) SEE NOTE 73_(b) POURED CONCRETE (SEE SCHEDULES.ON ON SHEET 1 POURED CONCRETE ON SHEET 7 .D.: // {//i OR CONCRETE BLOCK SHEETS 15& 15A) OR CONCRETE BLOCK REQUIRED REQUIRED OPTIONAL) POURED ! ® HV WALL FLOOR INSTALLATION U HV WALL.WALK—OVER INSTALLATION CONCRETE— _ REQUIRED �J HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ NOTE FOR COMBINATIOIJ OF SECTIONS: THIS'INSTALLATION SHALL BE LJ`/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER ' E.D..= EDGE DISTANCE REMOVABLE WHEN PERFORMED H�T BLADE .(SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT • SEE LIMITATIONS OF USE FOR' ASSEMBLY �/A/Ay o��' t OR ENTRANCE BLADE 7A ON SHEET 28 2-MOUNTING SECTIONS CAN.BE COMBINED TTF/�. IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \�,`,,��•;.�CEN,$F•.:`�9 ' ®2017 TILTECD,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. O ; BERTHA HVTM No.44167 1 ® � ® ® A ® Accordion Shutter System Iii .V.BLADE#1 W/OR W/O H.V.WNDOW BLADE&H.V.BLADE o _ American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LG A�TIWT TESTING & ENGINEERING COMPANY ��(7 '., nn��••� +6355 N.W..'60.St.,Ste OS VLRGINA,GARDENS.FLORIDA 3316 Association, In.c. I OLD 15-079 07/26/17 DATE: 07/26/17 S �/'•� v��\��+ Phone:(305)871-1530 Fax:(305)871-1531 4268 West:Roads Drive 2 mal.tilt... abl:com West Palm Beach, FL 33407 3 DRAWING No AIL WA WALTEE-000679rr P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 P.E.SEAL/SiG�f{1RE/DATEFLORIOA Da.q.441 B7 5 SHEET 6 7 OF 28 SEE END WALL ON DM ON SHEETS 11 & 20 INSTALLATIONS W// 1 H V SEE NOTES ON LOCKING F005 Q,HV LOCKS 20 ur OUT 9D' - I N EXISTING GLASS AND ALTERNATE M!LOCK®ON SHEEP 5. 'rf SIDE SLACK DETAIL HVF IS VALID FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADEOt OR SEE END WALL CONNECTION I 10 ©5 a Qe�3oR 1©"1©ae- EXISTING GLASS DETAILS ON SHEETS 11 dE 20 ——————————————————————— L— ———————————————————————— -� 063 2".2'.1/8' I ® © O3 1/4" 6'1/2' (6 @5 @$ O 7' . ANGLE W/(2) 1/4.0 TAPCON 1/2" OPPOSING I SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES SEPARATION (TOP/8OTTOMJ x ( CENTERMATES (4)d TOxl/2' o-PN,.TO TUBE, I .�tOs3/4"S.M.S.® 12' W/ HV LOCK r $ MIN.NTO GLASS AT EACH ANGLE MP)L O.C.FULL LENGHT. ) W/ NV LOCK Zn4 or I * * I * (SEE SCHEDULE ON \� 5 G 3 SHEET 12) -------- — — -- --- -- ---- --- -- --- - ----- t 1� 90 1/2 1/2 on 5* 1 O I�JS1 U L HVA OUT (@-o 0- 2 ® oR HVB ©oR.�oR©•OaR®eR1O fO3 a+ SVC(@-o CONCRETE OR TD eOoR©aQaR( .Qoa EXISTING GLASS i R QUR DE BLOCK WALL EXISTING ®oR�.®oR®.{go, I `----------- ------ --- ---- ----- �+ 1 SYMMETRICAL 70'Qa" 7�s R I V ® ®aR�.QaR�,OoRO!�ExIrnNLIT CENTERMATES 6 IN MINTO GLASS ION MIN. ———————— GLASS o W/ HV LOCK ILO)* OPTIONAL II (SEE SCHEDULE ON ® —� (INTERIOR) ®�®aR 1 9•©3 cR 19•Q5 oFO SHEET'12) / { SEPARATION FIN TO GLASS 3 (SEE SCHEDULE OPTIONAL ON SHEETI2) (INTERIOR) - .^ OUT -- t-CONCRETE/ LLL 1 VARI S ANCHORSO, �az I ,ivl 3 _ ' 90' * m. 'may N-UT 1 6'1/2'MAX.SLACK f, OU T 3 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE (High Velocity Hurricane Zone `,ea ;•"l,G`�Arn'•,'•v a Q2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. IN ggrBT BERTHA HVTM L E C O A. Accordion Shutter System ' S V.BLADE 11 W/OR W/0 H.V.WNWW BLADE&NV.BLADE# i TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C.ASSOCIOtiOnr Inc. 1 OLD 15-079 07/26/17 DATE, 07/26/17 lA+'• '•tt- +, 6355 N.W 36th.SG,Ste 305.VIRGINN GARDENS,FLORIDA 3316 '••.... ' v,l� Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No .fp01gL L�Qy\'1,+ e-m;t'Ioc9l.com West Palm Beach, FL 33407 y tTN L I Phone: (800)432-2204 . Fax: (561)209-838017-102 WALTER!A.TILLIT I P.E. '4 P.E.SEAL/SIGNATURE/DATE FLORIDA Ua.g 44167 5 SHEET 6 8 OF 28 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV SEE END CONNECTION DETAILS ON SHEETS 11 do 20 MALE FEMALE 75T" LOCKS CENTERMATES 8 29 & LOCKERS (2 W/ n HV BLADE '1T AI EXISTING CLASS 1� O V I 90 IN I BLADE .SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATTNG BLADE(3)DETAIL HDD-HVD , INDICATED ON SHEET 10, MAY BEUSED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. ©�O♦_QM©.O.�aR 5'6-5-©"O.'©°R SEE END CONNECTION DETAILS ON SHEETS 1 1 & 20 2".2'x1/a'x0'-2 ( ®'®°fl©9'•�oR 19•�5 aRO (6063-T6 ALLOY)ALUM. 1 ANGLE W/(2) 1/4.0 TAPCON 1/2• ANCHORS TO CONCRETE (TOP/BOTTOM)& L_____________ _ —_———_—_———__.——.—_——_————— (4)/t0i1/2•S.M.S.TO TU6E� J10x3/4'S.M.S.® 72' A7 EACH ANCLE.(TYP) O.C.FULL LENCH7. 30 HV "T K HV "T"* MIN.TI SEP ATION G 5 3 LOCK (INSIDE) 1 3 t30 s LOCK (LNSIDE) (SEE SCH OULE ON SH '12) 1 28 t---i 29 i \I 1/ .2• .1/2. � 5' 28 r--� 29 35 3 OUT 35 35 2 W/"7/8"0 x 3/32" WING UT. 27 —NYLON SCREW HEAD * 30 HV "T" LOCK (OUTSIDE)—` O SEE NOTE 6 FOR HV LOCK 3@ 25 1/4" 0-20 X 1" S.S.M.S. "T" LOCK, ON SHEEP 5. W/l/4".0 x 5/8" RIVNUT t. 30 HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEETNUTSERT, PART# 0820 AS MANUFACTURED BY—EL CHERRY TEXTORN,PARSIPPENY, NEW JERSEY 07054 OR EQUAL. p� tlll�+ P'•'aJl FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Ns`-%,!'''�9,. ©2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL,SUPPLY, INC. No.44167 � BERTHA HVTM 1 L E C O N A■S.S.A0 Accordion Shutter System U.BIADE 11 W/OR W/0 H.V.WINDOW BLADE h H.V.BLADE# �'S • uAmerican Shutter.Systems REV.No DESCRIPTION DATE 'pRAYM aY: LC: Ti[LIT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 15-079 07/26/17 DATE; 07/26/17 qp EL, 6355 N.V[ 36U.SL.St..305,VIRGINIA WDES:FLOMD0 3316 4268 West Roads Drive • ��"• ~ •• 7�� Phan (305)871-1530.Fax:(305)871-1531 2 __J . llteeA®aol:com West Palm Beach, FL 33407 3 DRAWING.NO riL EB 0006719 Phone: (800)432-2204 . Fox:,(561)209-8380 4 17-102 WALTER A TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 s - SHEET 6 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 1t & 20 "(` EXISTING GLASS oul 9D �N ;� INSTALLATION n HV BLADE Wj HD CENTERMATES (D , 32 , SEE END WALL CONNECTION 6 ,O+©�©.0+� DETAILS ON SHEETS 11 & 28� —EXISTING GLASS 1 8 + g«t 9+ 3«t 19+ SDR 9 2"x2",1/6"x0'-2" , (6063-T6 ALLOY)ALUM. 1/2 I 35* * 35 ANGLE W/(2) 1/4"0 I (OPTIONAL) ,4 I (OPTIONAL) TAPCON ANCHORS TO MIN.SEPARATION ¢ H,V. I CONCRETE(TOP/BOTTOM)• I O.C.x 3/4"S.M.S. O 12" TO GLASS ( ) I I &(a)g,ax1/2"S.Ms, I I (SEE SCHEDULE PINS (7YP.) I IV (4) H.V. TO TUBE AT EACH. ON.SHEET 12' I ANGLE. (T1'P) 5 '4 5 8" 6 i/2` PINS (iYP.) 475 i 2, i/2" 90' �\ 1 0 31 DR 32 33 31 CR(32 31 oR 32 i 31 OR 32 20 * . 35 HDA-HVA 35* HDB-HVB T (OPTIONAL) HDC-HVC (OPTIONAL) ouT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W LOCK INTERIOR W1 54 LOCK (EXTERIOR) UDR DR e -0DR®DR i0 +®DR 10+Qs«U+@-e,0- @-T Drse,+Do,©-© S'®IXiQ'DORO♦�DR * SEE NOTES ON LOCKING RODS©& HD LOCKS'ON SHEET 5. ** UNIVERSAL FLOATING BLADE(5)DETAIL HDD-HVD IS VALID FOR ALL CENTERMATES,APPLICATIONS WITH BLADE 1O, 3 O 1 . HDD-HVD OL FLORIDA BUILDING CODE (High Velocity ** Hurricane Zone a ®2017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,.INC. BERTHA HVl- 3 NO,44167 pp //►► � � S Accordion Shutter System _ 3 I i ® ® ® A.BLADE 11 W/OR W/O H.V.WINDOW BLADE&H V:BLADE rA TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No OESCRIPnON DATE DRAWN BY:. L.C. $ •' .' Association-, Inc. I OLD 15-079 07/26/17. DATE: 07/26/17 1y 6355 N.W.16th.SL,St,.305 VIRGINIA GARDENS.FLORIDA 3316 94268 West Roads Drive 2 �.G'" r ,t PRone (305)871-1530 F (305)671-1531 DRAWING No C��(� dit a-mo I.Nnecolsool.com West Palm Beach, FL 33407 -3 AL 4 -.1 ES-0006719, Phone; (800)432-2204 . Fax;(561)209-8380 4 .17-102 WALTER A.T1LUT Jr.P.E. P.E.SEAL%SfCKAfURE/DATE FLORIDA.uc.g 44167 5 SHEET 10 OF as s't r--POURED CONCRETE POURED CONCRETE CURED CONCRETE A POURED CONCRETE OR V J• OR CONCRETE OR CONCRETE s' CONCRETE BLOCK WALL /� j OR CONCRETE 1 j /.. , BLOCK WALL REQUIRED t REQUIRED BLOCK WALL REQUIRED / j�• BLOCK WALL REQUIRED ! / —EXISTING CLASS EXISTING GLASS ! / CONCRETE ANCHOR! . EXISTING GLASS % / �—— I 2 MIN,^/ EXISTING GLASS > ® 16"0.G % IN.SEPARATION r-2- " 2"MIN.. — / (SEE 1 /✓. —-� TO GLASS % ! /1,• RAN SEPARATION / SCHEDULE ON SHEET . MIN.SEPARATION. MHN.SEPARATION /i TO GLASS(SEE / '12 FOR BLADE BAND `• TO CLASS(SEE I EO EO / : / i TO(dA5§(SAF i SCHEDULE ON SHEET at SHEET 28 FOR I / °A'mp P ON SHEET 1 / SCHEDULE ON SHEET % 1/16'x3' MAX. / O i ! / 12 FOR RADE QMID BLADES Q&® i / 12 FOR liAOE 1QAND / / 12 FOR BLADE(DAND ON SHEEP 28 FIX2 (6063-T6) CONT. "� ON SHEET.28 FOR ON (LOCATE AT E5ADE5©& OR ALUM.CLOSER 7 RAM(D 1 1/2 / BLADES©&ET 28 F EITHER SIDE 1 I PLATE. (LOCATE 1/IN �` OF O) i AT EITHER SIDE MIN t OF®) I +h USE 1"OR 2"MAX. 1/JMII (AS APPUCABLE)x2"xl/8"x0`-2" t 5 �tOxa fS.M.S. I ( ---- ALUMINUM CLIP ANGLE�TOxI/2"S.M _—_—_ ] i6' O.C: ' _—_—_7j• -(6063-T6 ALLOY)AT MIDHEIGHT ® 16'O.C,. i i C \/�/ (7) etoxl/2'S.M.S. TO®& \ i 4 J (2)1/4'9 TAPCONS ANCHORS TO I ( WALL AT 1"O.C. 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I I r 1 5 ( . -- - u _.i Z"MIN. _. ',i v , EO 60 ..@).R 10 OR /2-2-MII j 5 j/2'LAIN,, ; } SEE LITONS OF USE FOR / BLADE lA ON SHEET 28 @..@.R(9 OR 5 VIEW Y 61 OR ! ©,D•� ©ce03 Q.�sw, t O2:«®�wO�6 •Op7«««OO©s«•:O�tSow• w PLAN DETAIL X POURED CONCRETE @ CONCRETE BLOCK WALL END I NSTALLATION REQUIRED. © O@«© O-®w iD« n HV BLADE OR fA .HV WINDOW BLADE INTO GCONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL C @-&,,Ef41Y!0PQNNECTION DETAIL6 ( x O FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone) lttlt A\1 ....,,• /� ®2017 11LTECO.INC.(ENGINEFANG) ©2017 EASTERN METAL SUPPLY,INC. Ervs ''•• BERTHA HVTM " o,441 C^^ ® Accordion Shutter System L 6 ie® LNG. ®�! i�71■ N.BLADE it Wf OR W/0 H.V.WINDOW BLADE&H.V.BLADE 1 American Shutter Systems REV.Ni DESCRIPTION DATE DRAWN BY: L.C. aro TILLIT TESTING & ENGINEERING COMPANY 6355 H.W.7601.St.,Ste.JOS.WRGpIIA GMDrl15.Itaaw 371 Association, Inc. Y OLD 15-079 07/26/17 DATE 07/26/17 Phone:(305)871-1530.Fax 4268 West Roads Drive (705)971-1571 2 p ...' �7� a mv11:Dlteco0aot.com West Palm Beach, FL 33407 7 DRAWING No O •,���•'� ,14 EB-0006719 Phone: (800)432-2204 . 1`6: (561)209-8380 4 7-102 Ira a1'lALTER A TILLff Jr,P.E P.E."$FA4f5lG.AFtlRf/DATE FLORIDA Gc.#44167 5 SHEET 6 11 OF 28 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 * kAXIMUMTHUTTER * AXIMUM SHUTTER SPAN*"L+" NOTES • SEPARATION TO:GLASS REQUIREMENTS • MAXIMUM SHUTTER (1) L+: MAXIMUM ALLOWABLE SPAN FOR MAXIMUM SHUTTER SPAN L+ OR L (ft.) " OR 1-" R "L-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.O. DESIGN (1) SEE BELOW FOR MINIMUM SEPARATION TO SPAN "L+'• OR"'L-" LLATIONS W M CFOR INSTALLATIONS W/ L PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED VITHIN CENTERMATES. & or OT W ONE (ft.) FOR INSTA LATIO L-: MAX. ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0"ELEVATION OF BUILDING ® C & W ONE HV LOCKSHV L CK or or 26 or HD W/ 0 O / NEGATIVE A.S.D. DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUTTER. /®COCKING RODS 35R RMAT 222 0 E21 & 22 W/ OR�W/ NO LOCKING LOCK W N 25 26 LACKS ODSCENTERMATES 2Cc 29 W/ ONE HV HVOCKIN 26O Q^ (2)PROCEDURE TO DETERMINE.MAXIMUM (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS QLOCK 30 W TWO LOCKING OCK 24 0 25 .OR. 26 W/ N O O SPAN FOR WALL MOUNTINGS OR INSTALLED ABOVE 30`-0" ELEVATION OF BUILDING, / v 0 5 TOP/BOTT M W/ N FLOOR/CEILING: MEASURED AT BOTTOM OF SHUTTER IS . (� & CONCRETE&W OD CONCRETE GIVEN A POSITIVE A.S.D. DESIGN MAZWuu CONCRETE&WOOD INSTALLATIONS O wimuM N CT T1oN5 O OQ*4 4 R 2ASR&A & WD uAxiMUu INSTALLATIONS PRESSURE RATING, DETERMINE MAXIMUM AS.D.DFSIGN ASD.DFSIDN /J..$Spp�cN ASD,DFSGN SPAN "L+'FROM SCHEDULE. PRESSURE PRESSURE WALL MOUNTINOS IPItCS PRESSURE FLOOR/CEILING MOUNTING FLOOR CEILING RAnnc RA71ND GIVEN A NEGATIVE A.S.D. OESIC PRESSURE MINIMUM SEPARATION TO GLASS SCHEDULE: RATING WALL MOUNTING MOUNTING {pa.f.) & (p.n.FJ FLOOR/CEUNG MOUNTING RAT11) DR (+OR-) FLOOR/CEUNG MOUNTINGS (+OR-) (+OR-) BOOR All MDUNi1NG RATING, DETERMINE MAXIMUM SPAN 'L-' SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (ft) L-{ft) t+ (R) L-A L+ (4) L-(I!) L+ (II) L-(A) l+ (ft) L-(ft) FROM SCHEDULE. 30 13'-2" 16'-0" 13'-2" 16'-0" 30 -12'-3' 14'-9' 30 13'-1" 16'-0" 30 13'-2' 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8" 14'-10' 72'-IS 14'-10' 35 11'-9" 13"-8" 35 12'-T 15'-7" 35 12'-8" 14'-70' EQUAL TO THE-AIINIMUI.1 DETERMINED SPAN SPAN SYMMETRICAL OPPOSING 40 12'-3' -13'-10' 12'-3' 73'-10' 40 11'-4' 12'79 40 12'-2" 15'-2' 40 12'-3' 13'-10 BETWEEN "L+"AND 'L-".. CENTERMATES CENTERMATES 45 11-11' 13-1" 11'-11" 13'-1" 45 11'-1' 12'-0" 45 11'-9" 14'-3" 45 1V` I1" 13'-1' 105" 3 3/8's 4' (3) PROCEDURE TO DETERMINE MAXIMUM OR LESS 50 11'-7" 12'-5" 11'-7' 12'-5" 50 10'-9' 11'-5' 50 11'-6" 13'-7" 50 11'-7" 12'-5" SPAN FOR COMBINATIONS IN BETWEEN - .55 11'-4' 11'-10" 19'-4" IT-10' 55 10'-6" 10'-11" 55 11'-3" 12'-11' 55 11"-2' 1'1'-10' WALL W/FLOOR/CEILING MOUNTINGS: ALLOWED D MAX.. 3.7/8's 4' ALLOW 60 11'-1" 11'-4' 11'-0" 17'-4" 60 10'-3' 10'-5'- 60 11'-0" 12'-4" 60 10'-2' 10'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN 65 10'-10" 10'-10' 10'-7" 10'-10' 55 10'-0" 10•-0' 65 10'-9" 11'-11 65 W-5" t0'-1' PRESSURE RATING: s USE 2 1/D FOR HD LOCK CEt OR�+®, DETERMINE: USE INDICATED VALUES FOR HV CE''t77ffERMA S. 70 10'-6" 10'-6" 10'-2" 10:,-6" 70 9'-8" 9'-8° 70 10'-7" 11'-5' 70 8`-9" 9-4" DETERMINE: MAX. SPAN FOR WALL MOUNTING 75 10'-1' 10'-1". 9'-10' t0'-1" 75 9'-4" 9'-4" 75 10'-4' 11'-1" 75 - 8'-9" INSTALLATIONS. MINIMUM SEPARATION TO GLASS SCHEDULEa BO 9'-10" 9'-9" 9'-7' 9'-10" 80 9'-0" 9'-0' 80 10'c0" 10'-9" L2+= MAX. SPAN FOR FLOOR/CEILING SHUTTER W/ONE LOCK & TWO LOCKING RODS OR 85 9'-6' 9'-6" 9'-3" 9'-6' 85 '8'-9" 8'-9" 85 9'-9" 10!-5" MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9'-3" '9'-0' 9'-3' 90 8'-6" 6'-6' 90 9'-5" 10'-1, FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9'-0" 8'-9" 8'-9" 9'-0" 95 B'-3" :8'-3"' 95 9'-2" 9'-1D" PRESSURE RATING: SPAN SYMMETRICAL OPPOSING 100 8'-9" 8'-4' - 8'-6" 8'-9' '700 6'-1" 6-t' taQ 9'-0' 9'-7" DETERMINE: CENTERMATES CENTERMATES - LI- MAX. SPAN FOR WALL MOUNTING - 105 8'-7" 7'-11" 8'-4" 8'-4' 105 7'-11" 7'-11" 105 6'-9" 9'-4" INSTALLATIONS. 105" 2 3/4" •• 3 3116- 110 8'-4" 7'-7" 8'-2' 7'-11" 110 7'-8' 7'-7' 110 8'-7" 8'-2" L2-= MAX. SPAN FOR FLOOR/CEILING OR LESS 115 8'-2" -7'-3" 8'-0' 7'-7' 115 7'-6- 7'-3* 115 8'-4" .8'-11" MOUNTING INSTALLATIONS. >105"TO MAX. 3 1/4' n, ALLOWED 3 1/4" 120 8'-0" 6'-11" 7'-10" 7'-4' 120 7'-4' C-11" 120 8'-2" 8'-9" FINAL MAXIMUM ALLOWABLE SPAN IS 125 7'-10" 6'-8" 7'-8' 7'-0" 125 7'-3' C-8' 125 8'-0" 8'-5" EQUAL TO THE MINIMUM BETWEEN "Lt+", " USE 2' 15/16"FOR HV "T' LOCK(5 1Y/®5 'L2+", 'LI-"AND "L2-" ... ' HV USE 4 1 8FOR 'T LOCK 30 W 130 T-8" 6'-5" T-.6" 6'-9' 130 T-1' 6'-5' 130 T-10' 8'-1" / / 135 1'-7" -6'-2" 7'-4" 6'-6' 135 6'-11' 6'-2' 135 7'-9' 7'-9" (4)GO TO ANCHOR SCHEDULE WITH FINAL USE INDICATED VALUES FOR HV CENTERMATES. 140 7'-5" 5'-11' 7'-3' 6'-3" 140 6'-10' 5'-1'1^ 140 7'-7" .T-6" MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7'-3" 5'=9" 7'-1" 6'-0" 145 :6'-8" S'-9' 145 7'-5" 7'-3" A.S.D. DESIGN PRESSURE RATING TO, DETERMINE MAXIMUM ANCHOR SPACING. 150 7'-2' 5'-7" 7'-0' 5'-10" 150 '6'-7' 5'-7" 150 7'-4" 7'-0" CONCRETE&MANSORY WOOD 155. 7'-0' S-5" C-10" 5'-8' 155 6'.-6" 5'-5^ 155 T-2" 6'-9" 160 6'-11" 5-2" 6'-9" 5'-6' 160 6'-5" S-2' 160 7'-1' 6'-7" WALL A, B, C, D, E, M. N. 0, P, Q. R. 165 V-10' 5'-1" V-8' 5'-4' 165 6'-3' 5'-1" 165 7'-0' 6'-4" MOUNTING F, K & L. S&V. 170 6'-9" 4'-11" 6'-7" 5'-2" 170 V-2" 4'-11" 170 W-11" 6'-2" MAXIMUM SHUTTER SPAN 'L+"OR 'L-" FOR 175 6'-7" 4'-9" 6'-5' S'-o' 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. f.A.S.D. DESIGN PRESSURE RATING MOUNTING ISO 6'-6" 4'-8" 6'-4" 4'-10" 780 6'-0" 4'-8' 180 6.-8" 5'-10' Ps 185 6"-5" 4'-6^ 6'-3- 4'-9' 185 W-1 T' 4'-6' 185 6'-7- 5,-8" t H.V. CORNER CENTERMATE#3 MAY BE (meq\� 190 6'-4^ 4'-5- 6'-2' 4'-T 5' 790 5'-70' 4'-5" 190 6'-6' - -6" USED AT ALL MOUNTING INSTALLATIONS. LOCKING ( �"+V BLADE 195 6' 3' 4'-3" 6'-1 4'-6" - 195 4'-3" 195 6•-5' 5'-5" SPECIFICATIONS SHALL SEAS INDICATED ON 200 W-2" 4'-2^ 6'-0 4'-5" 20D 5'-9' 4'-2 200 6'-4' 5'-3" MANDATORY CONDITION #2 NOTE#5, SHEET 5. 205 _6'-0' 4'-1" 6'-0" 4'-3" 205 5-8 4' y%// .i 205 1 '-3" 1 5'-t^ FLORIDA BUILDING CODE High Velocity Hurricane Zone) ttt �..,,....p,� /�. ®2017 TIUECO,INC.(ENGINEERING) 02017 EASTERNME�TyAL SUPPLY®IANC. BER®TYEA H YTM D, Accordion Shutter System 4416 N.BLADE 11 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE E TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:: LC. 6355 N.W.360,SL,Ste 305,NRCWN GARDLNS,.FLORIDA 3316 Association, Inc. 1 OLD 15-079 07/26/17 GATE: 07/28/77 4 j4. t\t Pho o (305)871 1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No .- I.tMeca®aol.eom West Palm Beach, FL.33407 3 S✓t�rnt^[t ldt ES-OOD6719 Phone: (800)432-2204 .Fax: (561)209-8380 4 7-1 02 WALTER A T1LLR Jr.P.E. - P� "9F ,GS(GNATURE/DATE FLORIDA Lie.#44167 5 SHEET s 12 OF'28 : ./: 1 .a/ •: 11 111 :1 . •�: �� / 10014CLI111 11C Lem MIMPRALSTINFORN1' 17: :111 . 1 . •N"M 1211",1 gLej M. •;m OMMOMMOMMOMMOMMMMUM 0mmvo� = vo0mmvnovommmvovvomm0vovvv®mmvovv®o0000uom ,- ,mmmooaeiv©mmmovovommmon000a•mmEaooe©mmmoonvo ononoom mmmoonocammmoonoommmonnooa•mmonnoemmmnoRAM M"noono ®mmmoonvommmonv v®mmonnoommmoonoem®m vovononnnRam •. .' ®mmmRnnoemmm�oo�MMMmosso©mmiwmMm==mmoonMMM onnon000 ' ono onnonmmmvveeemmmvv®eonHIM nnm®o mmmonmoommmoOnOo®ommmvnvvoaamm®voeommm®m®00000mm®®v �m000000 m®MM MMM m®m0000®m®m0©eoo MMM Men : "Onm®OFJ oeoononomo mmmvnnoo mmvom®vmmmvovoommo®oeeommvm®oeenoom®Roo mmmn®eeeRmmneAee mmmnn000 mm0meeeO mmmnmeeennnnm©®e mmmom®oemmmonveemmmvonvommmvooeo®mmmoeoenonnovoo �mmmv®©eommmvn®eemmmvnnoemmooeoodo®mo®®eoonoo®®®eo ®mm®none®mmnnoeo®mmonmoemmmvoe o®mm rseeennoa®0©e mmmvvooemmmvvoeommmvnneom®meeoeemmm®®eoeonomo®eo .- �mmmm®eoommmn®000mmmvveoemmoeoeoA®mm©oe000nm©oven �. mmmoeeoommmv®eeemmmv®Ree®®®ooeoom®®veoeeno®n©ooe mmmnooeommmvvoeemmmvveeomm©ooeeommnm0000nnom®vee „ mmm©®eeemmmv®�aoommmvveoommeee000mm®oe00000®®®eoo mmm©eeoommmv©oeommmnneee®�©eeeoom�omoeeonoo®tom®eo mmv®©eeemmmv©sass®mmovoeoa�meooeeemm®Rossano®n©ooe mmveeoeemmmoeeoommmoeeeo�noeoeeo�v©oraeeeov©o®oeo ' mmoe0000mmmeoeeommmvoeoo�meeeeeo®mnoeoeoonovv©oo m�mmeeeeemmmeeeeemmmoeoee�meeeeeemmoevoeepnnom®eeo ®R®©ooeC�eR®meoossR®mosses® ssoOo��®000Os�o""Rose mmoeoeoemmooeooemmoee000v®oeoeeonmeoraeeoom®®©Roo ' mm0000eommeoeooemmeeoeoe�moeeoee�noeosaoonn®omo a mmoeeoeommeeeeoommoeeoeomneeoeoommeooeeeno®®Roos mmooeeoommevoeeommooee0000ee00000neoe000000©Rose ' mtaeooeeommoe0000mmeeeeeomoe000eem®eo�aoeenm©o©Ree m®eeeeoem®ooeoeemmoeoeeo�oeeeeee�ooeeeeeen®oases O • � • . • � ®©oe meoee000meeooeeomooee000®eo0eeoo®000000em®®©Rees meveeevomeoeoeoemv0000aoneooe000voevoeovno® moeoeeeomeeeoeeemoeoeeoemoeeeeeomoeoeeveom©oases � � • • • �000000ee000000000R0000000000000000000000 0�0®0000 • • ®aeev0ee000eeOee 0eeeeeeO�eeeeev0�eev0eeO DD®e000e EASTERN 11.1.11-SUPPLI. INC� 2017 BERTHA HVT- Accordion Shutter System American Shutter Systems MINIM 7f.I e�� 1 1' 1 1/ •11 f, Association, Inc.—;I!Ult,m000).Gorn West Palm Beach, FIL 33407 EB-OCY06719 ' Phone: (800)432-2204 . Fax: (561)209-8380 0 � Phor—(305)871-1530.Fax:(305)871-*11 4268 West Roads Drive ©-- / WALTER A.TiLUT Jr.P.E. FLORIDA U.#44167 ,. MAXIMUM ANCHOR2 SPACING (in.) SCHEDULE F FOR A MEN MAX. SHUTTER SPAN A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS,POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE IN19ALATIONS (SEE UOUNTINGS['G,&H ON SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Fam COlWWE (A) TO EXISTING POURED CONCRETE(Min,Fc=3 ksi) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Mtn.Cc = 3 k6i) SPAN ANCHORS SPACING LEGEND _ 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,.BOLT&SPECIALTY COMPANY. (Min. rc- 3 W) (kJ A.S.D.DESIGN NECATIYE LOAD Psf A.S.D.DESIGN NEGATIVE LOAD Psf) A.S.D.DESIGN NEGATIVE LOAD(0sf - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 61in.f'c=Z ksi) 30 40 60 75 90 120 160 205 70 40 60 75 '90 120 160 205 JO 40 60 75 .90 120 160 205 TAPCON WITH.ADVANCED THREADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 110 1 9 1 8 8 6 5.5 a 112 110 9 8 8 6 b 14 12 10 9 8- 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 3-p. - -I- I- I- - - - 14 12 f0 9 8 B 6 s ALL POINTS SOLID-SET (Min. T'c-3 Wi) OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 5 BLUE TAP W/CAP NOTES: u 12 10 9 e 8 6 7 14 12 10 9 8 8 6. 6 14 12 10 9 8 8 6 8 TAPPER+ 0.7)MMIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 110 1 9 1 8 7 5.5 J.5 14 12 110 9 8 8 6 6 1 14 12 10 9 B 8 6 5 1 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0" 14 12 10 s e 8 b 4 14 12 10 9 8 8 6 4.5 14 t2 10 9 B 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-sEr ANCHORS SHALL BE 7/8'IMO,THE POURED CONCRETE NO EMBEDMENT 14 t2 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 '4S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 55 35 - 14 12 10 9 8' 8 6 5 14 12 10 9 8 7 S5 4 •SEE uM9A11WS of IR EDR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. BlAOE ON SXEET 26 -0- - - - - - - - - - - - - - - - - 14 72 10 9 B B �6 45 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 B 7 4 - 14 12 lD 9 8 6.5 5 3.5 14 72 10 8 6.5 5 3.5 J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON to t2 t0 9 8 75 4.5 - t4 12 10 s a 0 b' 4.5 14 12 10 9 B s 4.5 3.75 NOTES Al)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 T 6.5 4.5 - - 14 12 10 9 e 7S 5.5. 4 14 12 10 9 B 6 4.5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 6•_O• - - - - - - - - - - - - - - - - 14 12 10 9 B 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 { 3 14 12 8 6.5 5.5 4 ! - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 .9 8 6 - - 14 12 10 9 8 6.5 5 .75 14 12 10 8.5 8 5 4 - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 65 5.5 3 - - 14 12 10 9 8 65 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 9 7.5'5.5 4 3' 7--0- - - - - - - - - - - - - - - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4'0 TAPPER+ANCHORS,AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT&SPECIALTY 14 12 10 85 7 4 - - L4 t2 t0 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 45 - 14 12' 10 -9 7.5 5.5 4 - 14 12 9 7 6 4.5 3� 8•_O• - - 14 12 10 8 6.5. '5 3S - NOTES: 14 12 85 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 2.5 9S 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 95 7.5 6 14 12 9.5 8 6.5 5 14 12 8 6 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. t3 - - 5 - - - - - 12 - 8 - 5 - - 14 12 8 6.5 5. 4 - - B.2 MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9•_O• - - - - - - - 1a 8 85 7 5.5 4 - - )EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 I1 7 5.5 5 3S - - 11 8 55 4.5 3.5 - - - / _ _ _ EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 1a 12 8 6S a,5 - 14 l2 8.5 7 5.5 4 - I4 10.5 7 5.5 6 4.5 - 11.518.515.51 - - - - 14 12 9 7 6 i5 - - 14 It 7 6 4.513.54 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0• - - - - - - - - - - - - - - t4 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN'STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON tt 10.5 7 5 3.5 - - - tJ 9.5 65 5 4 } - - 10 7.5 5 4 3 - - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 17Z15.51- - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 4 4. - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2110. O5 8 5 14 12 8 6.5 5.5 4 11 10 6.5 54 3 - - - - - - - - 14 t0.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 12 9 6 4.6 4 1 9 7 4.5 3.5 3 14 10 7 - - - - - 14 10.5 7 5.5 4.5 - - - 1.5 85 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - 14 11.5 75 6 5 12 9 6 4.5 4 12'_0• - - - - - - - - - - - - - - - - 13 10 6 5 5 4 - - - D• OISTAN V R U SPA IN. SCHEDULE FOR ANCHOR 15 85 45 - - - - - 11 8 5.5 t 15 - - - 8 6 4 J - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 13.5 9.5 6 13 9,5 6S 5 4 0.5 8 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - 74 10.5 7 5.5 4.5 - 11 8.5 55 4.5 3.5 - _ _ REDUCED SPACING OBTAINED USING FACTOR-SHALL NOT BE LFSS'THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0- - - - - - - - - - - - - 12 9 6 4.5 4 - - - FACTOR 103 B - - - - - - 10 7.5 5 4 3 - - - 7.5'SS 4 3 - - - - ACTUAL TAPCON W/ADYANCm THREADFORM TAPPER + 125 8.5 - - - - - - tz 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE ALL POINT SOLID SET 8LUE TAP W/CAP 13 9.5 6.5 5 - - 105 7.5 5 4 - � HV BLADE .OR OICTANCE MIN.SPACING MIN.SPACING 11 85 5.5 4S - - - - E.D. 3' 4' MIN.SPACING=3 1/2' MIN.SPACING-3' S114- 4' 14'-0' 10 7.5 - - - - - - 9 7 4.5 15 - - - - 7 5 3.5 W 3 - - - - HV BLADE P0.16D C34CFEM OONoREE BPO( POURED CONCRETE& POURED CONCRETE& Prnx+ID CONCRETE CONCRETE BOCK NN FJ1=3 1 CONCRETE BLOCK CONCRETE BLOCK 115 B - - - - - - 11 8 5.5 4.5 - - - - 9 6.5 43 - - - - - HV WINDOW /r MN.E.D.E0.=2 1 Y L&1 ED.. 1/2' LIN.E0.•3' MN E0.•J 1/2' 0.@L E0..2 1/2' 7.5 - - - - - - I- 112 1 9 6 - - - - - 9.5 7 45 - - - - 1s'-o BLADE WORKING z i/z* o.a1 i.o D.7B 1.0 o.s7 1.0 9 - - - - - - - 8.5 1.5 4 - - - - - 65 5 J -_ _ _ _ _ IN UNISON _ _ _ 10 - 10.5 B 5. - - BS 6 4 - - - _ - 2- 0.71 - 0.51 7 _ _ _ - _ _ _ 13 8.5 5.5' - - - - 9 6.5 45 - - - - - 1 3/4' 0.91' _ - - 0.43 - 10 7.5 5 - - - - aIT{TYole1R5'a+'•1 16•_0• _ _ _ _ _ _ 1 1/2' 0.35 8 8 6 4 6 4.5 3 - - - - 9.5 - - - - - - - 9.5 7 s - - - - - e 6 4 - -pp,, - - FLORIDA BUILDING CODE(High trelocity Hurricane Zone) ,,11L�T•.,.•••"•••.' /l. Q2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. �tcErrs .•v�= BERTHA HVTM , . .1 1 L E C® �N S o4y Accordion Shutter System �Q ® V.BLADE SI W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 12 7��f•; [ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: L.C. 6355 H.36U.SL,Ste.305,MRGIMA WRDFNS,FLORIDA 331fif Association, Inc. I OLD 15-079 07/26/17 DATE; 07/26/t7 Phon4:(305)871-1530.Fox:(305)871-1531 4268 West Raads Drive 2 a •n...�l�L.�, •, a4 a-moil:G7teco0.01 cmn West Polm Beach, FL 33407 DRAWING No a WALTERA0TILUT00 19 P.E. Phone: (800)432-2204 . Fox:(561)209-8380 P.E.STAt:/516WATURE}DATE FLORIDA Uc.B 44167 s SHEET 6 T4 OF 28 MAXIMUM ANCHOR" _SPACING.(in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. A.S.D. DESIGN N .ATI LOAD ANDA CORRESPONDING MO 1NT1N• TYP FOR CONCREM INST I I AT10NS (SEE MOUNTINGS I,J.K h L ON SHEET 7) I WALK OVER TI It TRENCH POURED CONCRETE ANCHORS SPACING LEGEND NAXMU4OUNJQ RAINGUARD MOUNTING QK WALL/FLDOR MOUNTING ©WALL/MIAL}C OVER MOUNTING SPAN AS.D.DESIGN NEGATIVES LOAD sf) ASO:DESIGN NEW1111E LOAD (Fsf) TAPCON WITH ADVANCED (n) (v (per) A.S.D.DESIGN NEGATIVE LOAD(psf) A.S.O.DESIGN NEGATIVE LOAD THREADFORM TECHNOLOGY 30 40 60175190 11201160 205 30 40 Iro 175 190 120 160 205 30 40 160 '75 90 120 160 205 30 40 60 75 19012D 160 205 14 12 10 9 B 8 6 6 12 1Z 12 12 12 15 8.5 6S 7 5. 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3-0. 14 12 10 1 9 1 B. e 1 6 6 12 12 12 112 112 12 9.51 7 7 7 7 7 7 7 7 7 5 5 5 5 5 1 5 15 5 BLUE TAP LESS 14 12 10 19 IS 8 16 6 12 12 12 112 00.5 8 6 14.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 1 5 15 ].3 TAPPER- .L 12 10 9 8 El6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 14 12 1O 9 B 8 B 6 12 12 12 12 1.5 8S 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 .5 4•_O• 14 12 10 9 8 8 6 6 12 12 12 12 12 95 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 f0 9 e 8 6 6 12 12 12 12 f0 73 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 B 12 12 12 11 9 7 5 4 7 7 7 7 7 5S' 4 3 5 5 5 5 5 5 4 5,-O• 14 t2 10 9 8 8 6 6 12 12 12 12 10 75 55 4 7 '7 7. 7 7 7 7 7 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9S 75' 6 45.3.5 - 7 7 7 7 7 7 5 3.5 5 5 S 5 5 5. .5 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 5" 5 -5 4 �` SEE ANCHOR 14 12 f0 9 '8 8 6 6 12 12 11.5 9 7.5 55 4 J 7 7 7. 7 7 4.5 3.5 - 5 5 5' -5 5 4.5 3.5 - SPECIFICATIONS 14 72 10 9 8 8 6 6 12 12 12 10 8 6. 4.5 3.5. 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 6-0" 14 12 10 9 8 8 6 6 12 12 B 6 5 4 J 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 ON SHEET 14 f141 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5' 45 - 10 9 8 8 6 6 12 12 10 8 5.5 5 3.5 - 7 7 7-- 6.5 5.5 4 5 5 5 5 5 4 3 7,-O• 10 9, 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 '7 7 6 5 5 5 5 5 5 5 5 - 10 9 B 8 fi 6 12 10 6.5 5 4.5 3 '7 7 7 7 6.5 5 3 5 5 5 5 5 5 3.5 3 10 9 8 6 6 6 12 12 8.5 7 54 4 - - 7 .7 7 7 7 5 - - 5 5 5 5 5 5 4 - OVALID ONLY FOR UP TO +70, -75 10 e 8 8 6 - f2 12 65 7 ss 4. 3 - 7 7 7 as 4s 3 _ - s s s s 45 3s - _ PSF A.S.D. DESIGN PRESSURE 10 9 B 8 6 - 12 12 0.5 75. 6 45 3.5 - 7 7 7 7 7 '7 7 4 5 5 5 5 5 5 5 5. 8-0 10 9 8 B 6 - 12 -9 6' 4.5 4 3 - '7 7 7 7 5.5 4 - 5 5 5 5 5 4 3 _ RATING & FOR SPANS PER 10 9 8 8 6 - 12 11 7.5 6 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 54.5 - SCHEDULE �4, SHEET 12 10 9 8 8 - 12 1 5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5, S ,4 12 10 9 8 B 0.5 8 5 4 J.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 e 12 10 6.5 5 4.5 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 e 12 0.5 7 55 4.5 35 - 7 7 5.5 4S 3,5 - 5 5 5 4S 35 - 10,-0• ,4 12' 10 9 8 6 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7' 7 4.5 - 5 5 s 5 5 5 5 4.5 14 12 10 9 8 8 - 95 7 4.5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 45 3.5 - 14 12 10 B 8 8 12 9 6 5 4 7 7 7 6 5 5 5 5 45 S 14 12 10 9 8 8 12 9.5 fi 5 4 3 7 7 -5 4 3 5 5 5 4 3.5 - 11,-0"14 12 ,0 9 8 B - - 12 10 7 5.5 4.5 3.5. - - 7 7 7 7 7 "7 3.5 - S 5 5 5 5 5 5 4 BLADE 14 12 10 .9 8 8 - - 8.5.6.5 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 . 3 - - � H V O N LY P. 12 10 9 B B - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4:5 - - 14 12 10 9 8 =- 1215 5.5 45 3S - 7 7' 4.5 35 - 5 5 45 3.5 3 12,-0.14 12. 70 9 8 - - - 12 9.5 6.5 5 t 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 10 9 8 It 6 4 3 7 7 55 4.5 J.5 - 5 5 5 45 4 3. 14 12 10 9 8 10 7.5 5 4 7 7 '6 5 5 5 5 5 4 1t 12 10 9 8 0.5 8 5 4 3.5- - 7 6.5 4.5 3.5 5 5- aS 3S 3 131-0"14 12 10 9 8 - - -. 1.5 8.5 6 4.5 3.5 3 - - 7 7 7 7 7� 4.5 - - 5 5 5 5 5 S. 45 35 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 3 14 , 10 9 It - - _ 9 7 4.5 .75 - - - - 7 7 15.514S - - - - 5 5 5 4.5 4 _ - - ,{ 12 10 9 - - - 10 7.5. 5 4 3 - - - 7 6 4 J - - _ 5 5 4 3 - - - 14'-0' 14 12 10 9 - - - - OS 8' 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - L5 5' 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - 8.5 6.5 4, - 7 7 5 4 5 5 5 4 14 12 10 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 15--0- 14 12 ,0 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5, 5 5 4 3 14 12 f 0 - - - 6 4.5 3 7 7 45 3' S 5 45 33 - - - - 14 12 10 - - 8 6 4 - - - - - - - - -7 7 5 5- 5 5 4 14 12 10 - 9.5 6.5 4 3.5 - 7 5.5 3.5 - 5 5 35 - 16'-0' 14 12 10 - - - - - 95 7 4.5 3.5 -3 - - - 7 7 7 7 6 3 - 5 5 S 5 5 4.5'3.5 - 14 12 10 6 4:5 J 7 6S 4 5. 5 4 35 - ,4 lz 10 - - - - - 7.5 s.s .7s - - - - - 7 _ _ _ _ _ s s 45 _ _ _ _ _ FLORIDA BUILDING CODE High Velocity Hourrricone Zone \''t6s>y^\�tijCENSF�T`�� ®2017 TLTECO,INC.(ENGINEERING) m201SUPPLY, BERTHA H YTM �L�E�c=. ����� � Accordion Shutter System \ � � .V.BLADE JI W/OR W/O H.V.WINDOW BLADE k H,V.BLADE ]a TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems M.N. DESCRIPTION DATE DRAWN 6r: LC. a ` Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 J�y�yT / \\ 8355 N.W.36th.SL,Ste.305,MRGINIA GARDENS,FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods OriVe 2 +o(n lVRIV ��� i44\ e-mail:t-00 67191.com West Palm Beach, FL 33407 3 DRAWING No EB7-102 Phone: (800)432-2204 . Fox: (561)209-8380 7-1�2 WALTER A.7tLuT Jr.P.E. 4 R:fr A RP/DATE FLORIDA Ur.®,44167 a SHEET 6 15 OF 28 :• ••: • � ,q• •: 1/. JAI :.• • . .ReM•III•M ILOM ' ..I •::26'•.• . • JI. e' •: •. :il • .7. :1•. 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Fox; :• 9�� MAXIM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) !E� U B � T � ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M, K. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS _ W & x W & x W & x P & Q A.SD:NEGATIVE DESIGN LOAD(psT ALS.D.NEGATIVE DESIGN LOAD(psf S.D.NEGATIVE DESIGN LOAD(psf S.D.NEGATIVE DESIGN LOAD(ps A.S.D.NEGATIVE DESIGN LOAD(psf ALS.D.NEGATIVE DESIGN LOAD(Psl S.D.NEGATIVE DESIGN LOAD(psi 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30' 40 60 75 90 105 30 40 60 75 90 105 -0'OR LESS 12 10 110 1 9 8 8 6 6 1 6, 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 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 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 1'0 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 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. 1.0 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 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 '10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0' 12 10 1017.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.514 2.5 2 2 - 12 10 110 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'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.513 2 - - - 12 10 3 - - - 3.5 2.5 - - - - F 5 - - - - 11'-0" 12110 15.51 - - - 5 3.5 2 - I- - 12 10. 4 - - - 4 13 2 - - - 12 110 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5. - - - - 12 10 - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'=0" 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2. - - - - 6 3 - - - - 15'-0 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - - 6 - - - - 16'-0" 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - - 6 - - - - - + NOTES ON ANCHORS REOUIREM NT • WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4b TAPCON WITH ADVANCED PENETRATION FOIN TECHNOLOGY ANCHORS,AS MANUFACTURED Bl9.EX.BUILDER H V BLADE 0 R H V BLADE W� W/MINIMUM BELO .THREADED PENETRATION AS INDICATED AT.EACH SECTION ON SHEETS 18 k 19.EXCEPTION: SEE NRS TO BELOW. 1 HV WINDOW BLADE WORKING IN UNISON 2.M O RS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF LAC SCREWS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE,SHALL CONSIST OF THE FOLLOWING: • USE -SOUTHERN PINE No.2 W/GD (N.D.S) BLADE to ON SHEET 28 OF -DOUGLAS F:R W/GD0.50(N.D.S.).S.) SEE UMITATIONS OF -SPRUCE PINE FlR NORTH W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH.W/G=0.36(N.D.S.) -MIN.1/2•COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING Pa NG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11111�l1oa1 FLORIDA BUILDING CODE High Velocity Hurricane Zone) L ,L Q, ,,.....,.• fT ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. t BERTHA HVTM 0.44167 �LrE C O eN�. S Accordion Shutter System BLADE S1 W/OR W/O HV.WINDOW BLADE&H.V.BLADE ? Np[ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN By: L.C. Z •%• I �� ,� 6355 N.W.3618 SL.Ste.305,VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 15-079 07/26/17 DATE 07/26/17 Phone:(305)871-1530.Fax:(365)S71-1531 4268 West Roads Drive 2 � L1 a-mall:Ultecaoaol.eam West Palm Beoch, FL 33407 DRAWING NO 3 is ,1sEB-D0067t9 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER A.TIWT Jr.P.E. 4 P:E.^ S(C7hATUR1/DATE FLORIDA U.a 44167 5 SHEET 6 1 s OE'28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L� B !E3 T Fz;Zl AT E + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4"p TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER MAXIMUM DOUGLAS FIR W/ W1 MIN. G=0.43 W MIN. G=0.36 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEErS 18& 19. MIN. G=0.50 EXCEPTION:SEE NOTE 2 BELOW. SPAN (ft) 8:0. WALL MOUNTINGS B.O. WALL MOUN1f1NGS B.O. WALL MOUNTINGS -2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S & V S & V S & V LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3:SUBSTRATE SHALL CONSIST OF THE FOLLOWING: AS.D NEGATIVE DESIGN LOAD(psi S.D.NEGATIVE DESIGN LOAD(psf A.S.D.NECATNIE DESIGN LOAD(psf -SOUTHERN PINE No. 2 W/G=0:55(N.D.S) 40 60 75 90 05 30 40 60 75 90 105 30 40 30 60 75 90 105 -DOUGLAS FIR W/G=0.50 3'-0' OR LESS 12 12 12 112 112 12 12 12 12 112 12, 12 12 112112 12 12 12 -SPRUCE PINE FIR NORTH W/6=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH"W/G=0:36 (N.D.S.) 4'-0" 12 12 12 112 12 12 12 12 12 12, 12 12 12 12 12 12 12 12 =MIN. 1./27 COX PLYWOOD (1986 APA) 5'-0" 12 12 12 112 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 12 112 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 112 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 112 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 12 12 12 112 12 10. 12 1.2 12 1`1 9 8 12 12 9.5 7.5 6:5 6 1 O`-0 12, 12 12 112 11.519.5112 12 112 10 8 7 112 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5112 12 8 6 5 5 12'-0" 12 12 12 1..5 9.5 8 12 12 0.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 1.2 12 9.5 75 6 151.5 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5. 8 6 12 12 9 7 6 9.5 6 5 4 3.5 15'-0 12 12 11 9 7.5 5 12 12 8 6.5 5.5. 8.5 6 4.5 4 316'-0" 12 12 10. 8.5 6.5 4 1.5 t2 8 6 4.5 8 5.5 4 3 - 1 HV BLADE ONLY FLORIDA BUILDING' CODE (High Velocity Hurricane Zone) ©2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �.•� `�'yCENS : =; BERTHA HVTM "IL E C Q rlN AI■S, ,A, Accordion Shutter System e. V.BLADE 11 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 12 3 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: LC. 4 ).' ; 6355 N.W.360.SL.Sl".305,MRDIMA GARDENS.FLDRIM 3316 Association, Inc. 1 OLD IS-079 07/76/17 DATE: 07/26/17 Z / 0 4268 West Roads Drive _��••• •�\ Ph-:(305)871-1530.Fax:(305)871-1531 7 •• DRI��': +� 1AA a .1:tlt-0abl.com West Point Beoch, FL 33407 3 �17 WING No EB-Doas7t9. Phone: (800)432-2204 . Fax: (561)209-8380 � 17-102 WALTER A TILLIT Jr.P.E. �-j... I IDR/DATE FLORIDA Lk.!44167 a E 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV . & a HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR "L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE.n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & 1f� -1/4"0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& I& WORKING IN UNISON THREADFORM TECHNOLOGY W/ 1 1/2'N,in..PENETRATION YI „,1 1/4'0 TAPCON WITH ADVANCED OF THREADED AREA TO IHREADF0 M TECHNOLOGY EXISTING WOOD HEADER. 4!/Y1/2"Min.PENETRATION �-i (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO i MN��n� 'I I'I 1 OR %I` EXISTING WOOD HEADER. I I I \t (SEE.SCHEDULE ON SHEET t.6) ( e+'>TO e F ON(� I I / I / I ,, ,-Il J)OR� ` ? i / \ 12 FOR BLADE ft�eAm I I I X I !• �`_� V ,!\ / I 1 "' 1]OR 18 1•w. 1/4'P-20x3/4"S.S. MACHINE SCREWS EXIST114G � 0�1O' I I \ w/1/4'-20 Nu75® 1z'D.C. GLASSI ) WA I I I FINISH ter,' I 1 =i a '' `•' �t i •z �=:ll � � �` _ - �.�WALL I p s r %•� ;., FINISH ry� it ,\I t r)�OPTIONAI I �. oR © a EXISTING MIN. '°�y`wALL ',I. •a x 1 \ ", FINISH ,n 27x4'WOOD ♦ - < , EXISTING MIN. --OOR t / HEADER REQUIRED 1 E 2'x4'WOOD TTT^T�-� •_::� 1/4'0 TAPCON WITH ADVANCED EXISTING MN.SEPAWTION I HEADER REQUIRED 1 j j ',yj(1 1 yj� ', I y T READFORM TECHNOLOGY CLASS 10 GLASS(SEE I r0 MIN.SEPARATION I ,.I 2'x4'CONI.SILL /y , 11` jt :",if ,F IY Min. PENETRATION SCHEDULE ON SHEET I X� 70 CUSS PLATE(tE0'D. j I( 1j 1 ' t �:` MDWIDTHREADED AREA 0 WOOD ELATE. 12 FOR BADE I I IXISONG (SEE SCHEDULE. �' ' ` ;'`• —�I.&IF GLASS —9 ON SHEET 72) (SEE SCHEDULE ON SHEET 76) 11J � I `I OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION (O)HV WALL SILL INSTALLATION ` MIN.SEPARATION MIN.SEPARATION I TO GLASS EXGLASS— MIN.SEPARATION 11 SEEOSL7,EDULE I LASS1 1 CS ToSCHEDULE 1 1 1 TO GLASS EXISTING ( EXISTING ON SHEET 12) WOO CONI. (SEE SCHEDULE I GLASS ON SHEET 12) I : Gig_-.1 W000 PLATE ON SHEET 12) I ,; ) ( 1/4'0-20x7/4'S.S. REO'D. I 1/4.0-20x3/4•S.S. j ; 9 I('I� MACHINE SCREYlS I .t I- IJ 1 ::•cti;J MACHINE SCREWS W/ 0 USING 1/4'-20 NUTSWALL I I � 1/4'-20 NUTS® l I 1 ®12'O.C. FINISH j 12'O.C. ' 1 1oR 18 1 OR 15 1 OR. \ � 2'x4'CONT. ` It ( l f0 E OR� WOOD PLATE l ! L-E O_-yI �/ I •} 1'Min. - Rl D. i l 1'Min'-- "T I ! ` 1/4'0 TAPCON WITH ADVANCED ji j ".. 1/4'0 TAPCON WITH ADVANCED 1 V t 1i11i ' THREAOORMNTECHNOLOGYCO (.Ii1 �Ii1 :y(' �THREADORM TECHNOLOGY WITH t THREADFORM TECHNOLOGY 1`'t , 2'x4'CONT. t, W 1 1 2'Min.PENETRATION W/1/2'Min.PENETRATION OF I` W 1 Y Min.PENETRATION OF t THREADED AREA INTO PLYWOOD. `I .t'` / / 1-SEE 4 FOR TYPICAL 1LSILL LATE OF THREADED AREA I 11 tt -� THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. Ij j( 1 jj (SEE SCHEDULE ON SHEET 16) (RED'D. MALL AfIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE y y it j:� i it 1 . EXISTING TAN.2'z4'STUDS f COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SHEET Ifi) ti ®16'O.C.MAX.REO'0.— SUIT ANY INSTALLATION. 1`� z -1/2'AIN.CD X PLYWOOD REO-D. PLYWOOD-TO BE ATTACHED 70 ,/2•'11111..CO%. .WALL FINISH EXISTING MIN. 2'x4'STUDS® 1X`O.C. MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD,REO'D. - �HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. if 010 BLADE'1A ON SHEET HV WALL SILL INSTALLATION Ip+� . WALL SILL INSTALLATION I FLORIDA BUILDING CODE (Ni h Velocity Hurricane Zone) 11 `r •••• Z ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. a � = NS ''��_ BERTHA HV- o.4416 44167 ` /7- �7 \ A Accordion Shutter System j' I L E C® INt:. . U.BLADE 11 W/OR W/O H.V.WINDOW BLADE k H.V.BLADE 1 TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. tt Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 6357 5 NW.36th.SL,Ste.305,VIRGINIA CARoi?I5,FLOROA 3316 A tt 4268 West Roads Drive 2 �_�✓ • �•• �/ 5 Phone:(305)871-1570.Fax (305)871-1531 DRAWING No 1t T44 West Palm Beach, FL 33407 c-ma0:lilleco®aol.com 3 n�b'•(G �1ttEB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380' 4 17-102 �s=•G�Hllrtir >• WALTER A TIL LIT Jr.P.E. P.E.S /SIIGNhRR1�/DATE FLDRmA ue,g 441e7 5 SHEET 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & S HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH FIV BLADE nONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 28 FOR MAX SPAN & '• VIM FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADEC1) & M WORKING IN UNISON 1/4'0 TAPCON WITH ADVANCED THREADFORM —EQ-­r—EQ---r-2"MW. 4'x6' L6h. DUSTING - /—EDGE(IF APPLICABLE) TECHNOLOGY W/ 7 t/2'Min. WOOD BEAM REQUIRED. PENETRATION OF THREADED I,• AREA TO EXISTING WOOD STRUCTURAL ADEQUACY .-- OF EXISTING WOOD BEAM 1/4'0=20x3/4'S.S. 7 EXISTING WOOD H��' TO BE CERTIFIED BY —_ i I�tx• \(SEE SCHEDULE ON SHEET 17) 1'Nm PHILLIPS.TRUSS HEAD REGISTERED ENGINEER OR EQ EOOR ' - CHINE SCREWS ARCHITECT PRIOR TO /2 TRUSSES 12 i �•`.1� .i%, 19 EO EO W/12/--20 NUTS .SHUTTER INSTALLATION. 1/2' 1 RAFTER® 24" O.C.REQUIRED 1/4'0 TAPCON WITH OR 1 ADVANCED THREAOFORM EXISTING SOFFIT i z i :250' TECHNOLOGY W/ 1 1/2"Min. i i / i �� 3/4`Max.THK. PENETRATION.OF THREADED ` RT°' EO- EO •\`�I z' '� I I AREA TO EXISTING WOOD BEA EO Q 14x3/4" 1'x4'xt/e'CONT.ALUM.TUBE �I,•; ` (6063-T6 ALLOY)W/ PTIONAL '(SEE SCHEDULE ON SHEET 76) O 6S D.C. 1 or 13 Or 15 (EACH/RAFTER OR TRUSS: 6'0 LAG SCREWS TO 1• ;y I �1 or 13 or 15 LOCATE LAG SCREWS AT 1 LEXISTING MIN 2'x4" 1 I MEMBER,D7H 2' EXISTING WOOD EXISTING-9 HEADER REO'D MIN.SEPARATION I I OPEN HOLE A7 EACH— MEMBER,(2"Un.NOMINA7.WIDTH) GLASS (� TO GLASS I I STUD TO ACCEPT W/2"M'n.PENETRATION OF EXISTING THREADED AREA VALID.FOR (SEE SCHEDULE ON SHEET 12) AT CENTER OFSTUBE �. GCREW L45S—) I 5/16"0 LAG ' VAX.A.S.D. D WITH LO Ps! VAX.A.S.D DESIGN LOAD AND MN sE7vAn1pr1 I I I o 9•-0'MAX SPAN' PAR THIS to (� I o I uo aas INSTALLATION IS ONLY VALID S�HV WALL HEADER INSTALLATION �,�FOR E61k s�ET l EXISTING —1 Som LE ON I FOR W000 W/MIN.SPECIFIC l OR S,,Far 2g ! I 12 FOR BLADE(,� I GRAVITY OF 0.50 AS DOUGLAS I'-SEE I aACE.SCa i� 1 OR �♦GU55—j a��O-TSR I I 1 OR ili�� FIR OR OR SOUTHERN PINE No.2. SHEET 4 FOR TYPIFAL'SHUTTER ASSEMBLY; AL 2-INOUNTING SECTIONS CAN BE COMBINED ANY WAY TO SUR ANY INSTALLATION. OHV CEILING INSTALLATION OU HV CEILING INSTALLATION / I lio p s"0' ,, 11 I 1 OR ®� I MIN. SEPARATION I I eMIN.SEPARATION EamAE aJ SHF1:T I TO GLASS I I TO GLASS i I I EXISTING ,2 Fat ' --I(SEE SCHEDULE 1, g (SEE SCHEDULE ON SHEET 12) 1 GLASS\ i I ON SHEET 12) I 1 EXISTING GLASS \Y' 1 11 I ALTERNATE_ I $ I I \ C WALL , I ANCHOR I I E%ISDNG LOCATION GMM 2"x6'MIN..WOOD FINISH IT �/6 mN' �lOx3/4'HEX. I I I I DECK REQUIRED 9 ©��.J / 1N• 1VASHER HEAD TEH (NO FINISH ALLOWED) 2'x6"MIN.WOOD SCREWS W 12'a.c DECK REQUIRED(N; �� EDGE OFDECK FINISH ALLOWED _ IF APPLICABLE E EO . EDGE OF DECK 1 2" \ =-r �� 1/4'0 TAPCON VNTH 1' PHILLIPS TRUSS HEAD IF APPLICABLE 1/4'0 F.H.TAPCON WITH ADVANCED THREADFORM Min. MACHINE SCREWS �� -EDGE. ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2"Min. W/ 1/4-20 NUTS 2�+AIN. 2'MIN. DECTECHNOLOGY W/ 1.THREADED Min. Z 2'x4•CONT. PENETRATION OF THREADED ® 12"O.C. DEK IF l' PENETRATION OF THREADED SILL PLATE AREA 0 MIDWIDTH OF WOOD 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE Y GIN. AREA®MIDIWDTH OF W000 REO 0. PLATE. W/1 1/2'Min.PENEBATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 17) DECK.(SEE SCHEDULE ON SHEET 16) • SEE LIMRA7ION6 OF USE OF BLADE®-0N SHEET 28 (X HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION ,,+�"" "" l j HV FLOOR INSTALLATION + CA FLORIDA BUILDING CODE (High Velocity Hurricane Zone .•"eP1"• ✓.O$ C2017 11LTEC0,INC.(ENGINEERING) ©2077 EASTERN METAL SUPPLY, INC. 8F •. $ BERTHA HvTM No 44167 �,. ® ,�® Accordion Shutter System V.BLADE 11 W/OR W/O N.V.WINDOW BLADE k H.V.BLADE American Shutter Systems REY:No DESCRIPTION DATE DRAWN BY: LC*TICCIT TESTING k ENGINEERING COMPANY Association, Inc, 1 OLD 15-079 07/26/17 DATE: 07/26/17 L 6355 N.W.36th.Sl.,S4.305,VIRGINIA WDENS,FLORIDA 3316 -�' Katt��•' Phone: 305 871-1530.F0x 4266 west Roads Drive DRAWING No )!.• �' , ( ) (305)671-1531 3 pp marc 011eco06.ccm West Palm Beach, FL 33407 - V VrOS1L�.,d, a E8-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 WALTER A nLUT Jr,P.E. �7—�17-102 P.E.SEAL/SfGNAfURE/DATE FLORIDA Uc.a 44167 5 SHEET 6 19 OF 28 END INSTALLATIONS (Dl HV & (1� HV* BLADES INTO 2"x4" MIN WOOD STUDS 2'x4'MW. \ \ \ ` \ \ WOOD STUDS. ` 114'0 TfCON WRH / / / / / '•/y AS APPLICABLE) \ / ADVANCED THREADFORM 2'x4'MIN.W000 •' / /-/ 2'x4'MIN. \ / TECHNOLOGY aw BUILDER $TU05 REO'D. i 1 'j, WOOD STUDS. \ / NiCHORS O 6'O.C. 2"x4'MIN.W000 \ / (AS APPLICABLE) \ / ( w/ti/Z•MIN.THREADED STUDS REO'D. FINISH-\ PENETRATION INTO STUDS OR I r W1 MIN.1/2'THREADED EXISTWG GLASSI- PENLTRATION TO 1/2-Cox i / \ PLYWOOD IF ND STUDS EXIST. —EXISTING GLASS I EXISTING GLASSX 0 EXISTING GLASS XI MN 1� I I I/�MW.Cox L� —T- /EO O\ I t• —� ARATION T GLASSTo (SEE � 1/2'WN.COX 1LIL smA0.1nON �' MIN.SEPARATIONSCHEDULE MIY".FPARAMW 12 FOR ETON SJEEr PLYWOOD. �>~.' TO GL155(SEE TO CLASS(SFE I/2'MW.Cox _ - TO GLASS(SFE ON SW -28 FOR 1/1fi'x1' W SC ELUE ON 9fET SDiM E ON SHFET PLYM'000. - - SCHEDLI E ON SHEET O (6063-T6)CONi. FINISH 1/z'MEN.CD% 12 FOR EE/DE®AND 12 FOR BIADEmA\O 1/2 o-"'"" 12 FOR ELAX090 H106 ® ALUM.CLOSER PLYWODD.; 'ON SHEET 28 FOR ON SHEET 25 FOR ON SEfT 28 FOR 112'MEN. (LOCATE 1/2• HAD MA8 WALL l ': �('"`® Mme® FINISH 4111111 AT EOHER SIDE MIN I •usE,•t Y wx OF 4O� I .waiam •IBd-Y L11DAl/2'S.M.S. - - (4av 016 D.C. 110x1/2•SU3. (a/,o.,/:-Sys.Ta(q 5n•ewDDl Avawrs 4 I-AT muw sxa a•�. ♦ f, I OR®♦ SEE DCO N,k FO ' SIDE CONNECf10N T DR� I j SEE DETAIL%-FOR 1 OR�♦ TO TAACKS SEEDETAIL X FOR 4 ®-®a©•7Q-© IO•�'- / SIDE CONNECTION -�-C,u-8-� SIOE CONNECDON -Q�-C•70-8O f0" ' TO TRACKS lo• TO TRACKS 10.�-®.t(�a�.�-_/ '�"(�-©•0°'.© 10•Q�':- �'✓..�'-®''L:LJ'®- t •O-©-O O'®- @-07:@-@-Q)-@- END CONNECTION DETAIL 7 END CONNECTION DETAIL END CONNECTION DETAIL C END CONNECTION DETAIL EXISTING GLASS 1/4-0 TAPCON WITH 1/4.0 TAPCON WTH REOUR2ED ONLY FON SPANS GREATER THAN 12'-0- EXISTING THREADFORM ADVANCED THRFAOFORM L /--!:LASS IIECNTIOLOCY MY BUILDER 'TECHNOLOGY RW BUILDER ) 2S4'AIW.WORD ICOR$W/1 112'MbY. ANCHORS w/1 1/2"LIIN. THREADED PENEIRAnON THREADED PENERLZTION 10x1 UK SEPARATION STUDS REO'D. INTO STUDS 0 12'O.C. INTO STUDS O @'O.C, 1 /2'S.M.S. ATO LASS SEE ♦ SEE LIMITATIONS OF USE OF TO MASS(SEEOI6 O.G. TO CLASS SFE SOHEDLAE ON SHEET `'\ \ ' \,\ '. \ \ - 1/z'NIH. ScHMLXE OH(S ELT BLADE 1A ON SHEET 28 12 FOR RADE®AVD /.:' // .. / /:,: M * NOTES ON HD LOCKS AND CENTERMATES: O�®^m �a \ ALTFRHOE 3q'LounDN 1. MANDATORY CONDITION # 1: ONE n3 H.D. LOCK SHALL BE USED FOR xve-xDe 3(�� ?,•� ANY SPAN AND INSTALLATION AT HEANff DUTY SYMMETRICAL CENTERMATES, XOA-XVA ( 11 OR (P)+ AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS Aft INSID�OR OUTSIDE LOCK, ATTACHED f(R HEAVY DUTY SYMMETRICAL n u CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING E RODS (5 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. " t a2. MANDATORY CONDITION # 21 LOCATION OF(B H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". 166 HVC-HDC g i O C-H O H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" A80VE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER "F THAN 105", (`34 H.D. -LOCK SHALL BE INSTALLED AT MID HEIGHT OF ALIFANA 3a Lau SHUTTER. �3 it a 2 II g N I OO XVE-XDE _ E Z \' Z I SEE END l CONNECTION / CC DO EE Rr cc DETAILS ONJ SHEET 24 TYP. FULL /� uuIIED+nDnl I HEIGHT. OR®ORI 1]! 4 OOR 10 . 15GR�J • 15 TYPICAL (Z HY BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone .,�{�A •• `•• �'i 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. ` ',Yl- ' �" BERTHA HVTN ..ECAccordion Shutter System.No441 V.BLADE#1 W/OR W/O HV.WINDOW BLADE k H.V.BLADE S S■ y • TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN 9Y: LC. •y •••`V 6355 N.W.36N.SL.Ste.305,WROMU GARDENS.FUMDA 33166 Association, Inc. 1 OLD 15-079 07/26/17 DATE 07/26/17 ?® A•••4 ,�� •y��f Phone:(305)671-1530.Fax:(305)671-1531 4268 West Roads Drive 2 DRAWING NO X1111 e-mail:mt"000OLC0m West Palm Beach, FL 33407 3 EB-0006719 + 1 WALTER A TICCIT Jr.P.E. Phone: (800)432-2204 . Fax:'(567)209-8380 17-102 P.E.16WSIGNATTIRE/6ATE FLORIDA Ua,.p 44167 5 SHEET 6 . 21 OF 28 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON 1/4'0-20.3/4"S.S: REQUIRED SHEEP 26} MACHINE SCREWS USING 1/4'-20 NUTS O 6'O.C. POURED CONCRETE ANCHORS. i - (SEE SCHEDULE ON SHEET 26) / CONCRETE / 1• REQUIRED / EDGE OF uux SEPARATIOti f' Mtn. ,'//,/!>'./.// i/ �/,: SLAB,IF i O ,.� TO GUYS i: 2 EO EO .'l,• /' / , E.0.• APPUCABLE t w m �N t ( s w SCHEDULE5) ' '/ MULE CN SHEET 25) EXISTING •rl"/ / .EO.i v'EO / �r GLASS EXISTING , I t ,, •--{ � �,• /'� •!1 1 1 5 min GLASS I I I +' , 3 1 1 8 ; i_OPTIONAL ,T EDGE OF LAB IF EDGE OF APPLICABLE /f -SLAB IF ,•r,� APPLICABLE NIH.SEPARATION ! / MIN.SEPAPATION TO GLASS T f (SEE SCHAASS EDULE ON '( Z. (SEE SSCHEDULE HEET 251 ON w / r !i / POURED 'E.a• f f I r 6"�T�) 1 I Z POURED FLAT HEAD CONCRETE ANCHORS REQUIRCOMED EXISTING FLAT HERO CONCRETE ANCHORS GLASS 1 REQUIRED (SEE SCHEDULE ON SHEET 26) ,(SEE.SCHEDULE ON SHEET 26) A HD WALL HEADER INSTALLATION HD CEILING INSTALLATION HD TRENCH INSTALLATION � HD WALK-OVER INSTALLATION M&WA;tAyloq MIN.SORATION ON TO CLASSEXISTING MWSEPARADON 'SEE GLASS CEZ i SQEDlEE an TO GLASS {SEE SCHEDULE au TSHEET 25) !(SEE SCHEDULE ON SHEET 25) SHEET 25) EXISTING I ouk'35- t EXISTING 0 GLASS ALTERNATE OPTIONAL #14.3/4-HEX X'CH OPTIONAL- ItI tt,I 2 H14OX23 / 4'HEX WASHER WASHER HEAD LOCATI HEAD TEK SCREWS O SEX SCREWS 6"D.C.i _i1 i15 CONCRETE ANCHORSO 6'OC / ©+ 7 1 m (SEE SCHEDULE ON +/L - t14i3/4' I1EX HEAD SHEET 26) ,(!., / TEK SCREWS 3"O.C. EDGE OF - // �/�I Ify•y/ / Iti•. 'i EO EO OR 1/40-20.56 M,S. CONCRETE ANCHORS SLAB IF !` / // I//1/2 I 1 EDGE OF W/NUT 3 O.C. (SEE SCHEDULE ON APPLICABLE / EO EO /'// SLAB IF / 16n 1/4'0-20x3/4'S.S. ____ f SHEET 26} ,// •//,, j/• APPUCA6L£ PHIWPS TRUSS HEAD .-- >// / i�/ f / �/ /S.`/• ./' f - 'MACHINE SCREWS I II Y/ / / .t ,'/ // - /f POURED y NCRETE ANCHORS / I/ J /�/ / I / ' J/ / / EDGE OF CONCRETE I E D• E D.• POURED CONCRETE (SEE SCHEDULE ON USING 1/4"-20 s 776% , /I Tom. REQUIRED NUTS O 6'O.C. // I' / t`/�;r�/f tff APPLICABLE WALL Rtoro, SLEET zs} f j f / /" I i '/ , G{ HD FLOOR INSTALLATION POURED EE HD WALL SILL INSTALLATION CONCRETE REQUIRED NOTE FOR COMBINATION DF sEcnoNs: (to HD RAINGUARD INSTALLATION IN-STALLATION DETAILS W/ HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER SCALE- 3/8"=1" ASSEMBLY I-D.=EDGE DISTANCE 2- MQUNTING'SECTIONS CAN SE COMBINED # (SEE SPECIFICATIONS ON SHEET.26) ���I»fr"fir..'+so�� (� IN ANY WAY TO SUIT ANY INSTALLATION, i+ FLORIDA BUILDING CODE(High Hurricane Zone) PI m ®2017 TILTECO,INC:(ENGINEERING) ©2017 EASTERN METAL SUPPLY. INC. — BERTHA, HVTM a No.44167 `: Accordion Shutter System A 1L EC® �N�. 0_8 Y.Ho OE 1 Sr OR N H.V.iflNTE EWE&H.V.BADE ATrerioan Shutter Systems REv.nO DESCRIPTION DATE DRAWN BY: LC. TIL TESTING & ENGINEERING COMPANY ~ •' ��, Association, Inc.Inat OLD 15-079 07/26/17 DATE: 07/26/17 ' 6355 H.W,36th. 5)871 705.VSR Fox:(305)S,1-15A.331fi KW. 7D567e-305. ,Fe.:GARDENS. LOMDA, 4268 West Roods Drive' 2 t ..•*"••`C1 t ( No e West Palm Beach. FL 33407 DRAWING 2 1 r1 -mad:ll{eeo0oolcom 3 EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 1 /-102 T'}�� WALTER'A.'TILUT Jr.P.E, P.E.S`EAL/SIGKAf6I?E/DATE FLORIDA u:~/44167 5SHEET 6 .22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT IN `r�EXISTING GLASS INSTALLATION 9P * SEE 140TES ON LOCKING RODS 3® & HD Q LOCKS ON SHEET 21 \L/ HV B LA D E O OR®OR©+IOOR SEE END WALL CONNECTION DETAILS ON SHEET 24 ——————————.0 EXISTING GLASS 2'x2'x1/e'x0'-2• (6063-T6 ALLOY)ALUM. 1/2 35* - 35 ANGLE W/(2) 1/4'e 1k TAPCON ANCHORS 70 I 114 x 3/4'S.MS.a 12' MIN..SEPARATION (4) H.V. (OPTIONAL) 4 (OPTIONAL) CONCRETE(TCP/BOTTOMr D.C. TO GLASS &(4)/14.1/2 S.M:S. I (SEE SCHEDULE PINS (TYP.) I N 33 TO TUBE AT EACH ON SHEET 25) (4) H.V. I ANGLE.CTYP) 5 4 5 a' s 1/z' PINS (TYP.) 4 5 8 +I 5 90 ," \ 2' O r I 20 31 OR 32 33 BOR 32 31 OR 32 31 OR 32 HVA-HDA 4 35* 35 HVB-HOB �T- (OPTIONAL) HVC-HDC EXISTING GLASS (OPTIONAL) O U I 9 DR®ORO+OoR SYMMETRICAL HD CENTERMATES __ _ SYMMETRICAL HD CENTERMATES (0-+ @ OR@+© —— ——— — ———— j W/ i4 LOCK (EXTERIOR) W� LOCK (INTERIOR) MW.SEPA�N TO GLASS I N /—�y 1 OR®OR©+ OR (SEE SCHEDULE ON SHEET 25) 1 / �/ -------- -------.---- j/CRETE'�• ----- -----3---- - __--- ---- --- O ANCHORS VARIES / O.C.. OV/ IV 4 o_uTl 1 6 1/2'MAX;SLACK HVE-HDE LPOURED CONCRETE OR HVD'-HDD CONCRETE BLOCK WALL tj1lllN°°°Oj°°i REQUIRED FLORIDA BUILDING CODE(High Velocity Hurricane Zone 'ILII,"Q� ,.•rC�•nc'�� = 02017 TILIECO.INC.(ENGINEER G) ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM No.44167 iL E C® A�S�S�A� Accordion Shutter System * �} V.BULRE 11 W/OR 1V/0 HV.WINDOW BLADE&H.V.BLADE ! American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY gEV.No DESCRIPTION GATE DRAWN BY: LC t(A,3, 6355 KW.36th St.Ste.305.VIRGINIA GWDENS,FLCRIDA 3316 Association, Inc. 1 OLD 15-079 07/25/17 DATE: 07/25/17 ��tt Phone:(305)971-1530.Fax:(JOS)671-1531 4268 West Roads Dfive 2 s•''•••....... a 61:tilte 0-I.— West POIm Beach,.FL 33407 a DRAWING NO S/aN� EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 1�— O'Z WALTER A.TILUT Jr.P..E. 4 P.E.SEAL/SIGNATURE/DATE FLORIDA Lk.d 44167 5 SHEET 5 23 OF 28 POURED CONCRETE POURED CONCRETE POURED CON CRETE OR CONCRETE POURED CONCRETE OR A OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE IF—7 BLOCK%VAU-REQUIRED BLOCK WALL REQUIRED REQUIRED ED f EXISTING CLASS EXISTING CLASS BLOCK WALL REQUIR > Z EXTSTING GLASS 2"MIN CONCRETE ANCHOR' /—EXISTING GLASS < 16'D.C. > 2"MIN.— MIN.SEPARATION MIN. SEPARATION ED/ TO CLASS ED*A i MIN.SEPARATION TO GLASS I - MIN.ShFAKAIIUN 1/16".1'MA TO GLASS (SEE SCHEDULE (SEE SCHEDULE TO GLASS SM (SEE SCHEDULE ON SHEET 25) 1/2- ON SHEET 25) (SEE SCHEDULE ( ) \ .-- I ON 'Lo AL,ITIA.6 SEi -j 2- SHEET 25) (LO AT ON SHEET 25) PLA E. LOCA 1/1.�N rR IDE I 'I,S,T' 9w\ A E HE OE OF n5) OF(D) 1 *USE 1"OR 2 1/2-MIN. 4xI/2*S PA. --—-—- (AS APPUCAEILE).2'.I/8'.O'-2' N ALUMINUM CLIP ANGLE I[I4xl/2'S.M. 0 16'O,C. T (6063-T6 ALLOY)AT MIOHFJGH (1) #14xl�2-i.M.S.TO@& 0 D.C. 4 (2)1/4-0 TAPCO S ANCHORS TO SEE DETAIL X FOR-/ WALL AT I O.C� (LOCATE AT 02) SIDE CONNECTION _5,1 To EITHER SIDE GF(Z)) SEE DETAIL X FOR TRACKS SEE DETAIL X FO 4 SIDE CONNECTION SIDE CONNSCTIONJ r-,\ r OR 80 OR TOR TO TRACKS 4+07 DR(�-1 @8,+ 13 OR OR@ GR@+0 OR TO TRACK, ,0. 00 5 0.0 Co OR(C 40 81+,([5) END CONNECTION DETAIL END CONNECTION DETAIL j + REQUIRED ONLY FOR SPANS GREATER THAN T2*-��O END CONNECTION DETAIL n2 END CONNECTION DETAILn3 POURED CONCRETE OR POURED CONCRETE OR- CONCRETE BLOCK WALL 4 CONCRETE BLOCK WALL REQUIRED &--' :�171 REQUIRED EXISTING GLASS /-Vl EXISTING ------------ -1�1;GLASS ; 0 f f�r_ S.M.S.,L [y>/ Ch—-—-— —> k---- -f� _/2 MIN.SEPARATION '(�)OR OR Ii/i 6'D.C. TO GLASS ------- (SEE SCHEDULE f MIN.SEPARATION CONCRETE 1/2-MIN. ON SHEET 25) -------/ TO GLASS ANCHOR 0 (SEE SCHEDULE 12-olc� ON SHEET 25) f-05 ANCHOR ED 2 1/2"MIN. 16" D.C. --- T, I L 2:jL.N_ ED I VIEW Y 2" MIN. PLAN 2"MIN. 5 DETAIL X V END INSTALLATION TTOR @.. H V BLADE INTO CONCRETE OR �,09 0" 010 - (j3 OR UJ-0)� (05.-0 1@ @5) 3,(C5) CONCRETE BLOCK WALL. END CONNECTION DETA Vj1frC&fq&QTI0 DETAIL FLORIDA BUILDING CODE(High Velocity Hureicone Zone) (9)2b17 EASTERN METAL SUPPLY. INC. ............ Q2017 TILTEco,INC.(ENGINEER(NG) BERTHA HVTm NO.44167 Accordion Shutter System Ti LTEE�oimc- A.S.S.Al 0.BLADE f I W/OR WIG N.V.YANDOW BLADE&KV.BLADE American Shutter Systems REV.N. DESCRIPTION DATE ORAVIN SY. LC. TILUT TESTING & ENGINEERING Assoclatlon, Inc. I OLD 15_07 COMPANY /!!/l 7 Ik% 6355 O.W.36th.�.Ste.305.VIRONIA WOENS,RDWA 3316( 4268 West Roods Dnvd 2 2�E` n Phone:(305)8711-1530.Fox:(305)871-1531 11AWING No e_ei:tRt_.0..) hn West P.Ion Beech, FL 33407 —3 -00067 9 Phone: (800)432-2204,. F.ax; (561)209-8380 1�-1,02 WALTEEBA.TILUT J.P.E. P.I-S&L/SIGNATURE/DATE FLORIDA U.�111 44167 SHEET 24 OF 28 MAXIMUM SHUTTER SPAN NOTES: ♦ SEPARATION TO GLASS REQUIREMENTS "L+" OR "L-" (ft.)�K (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLATIONS W/ SYMMETRICAL 0.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. HID CENTE AT R0 31 OR�, DESIGN PRESSURE RATING.. W/ ONE HD 4 LO K & NO (2) PROCEDURE-TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING DS 35 ♦ MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, uAwuuu POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. A. oEs1GN PRESSURE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RAnsc ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. (P•,•L) I.OR-7 L+ (ft) L-IN FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 0 OR LESS 15'-5' 18'-0" MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-". 35 14'-10" 18'-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17'-10' COMBINATIONS IN BETWEEN WALL W/FLOOR/CEIUNG INSTALLATION LEGEND 45 13'-11" 17'-6' MOUNTINGS: SUBSTRATE POURED CONCRETE 50 13'-6" 17•-0' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: IJOUNTu1Gs (SHEET 22) 55 13'-3" 16'-10" DETERMINE: 60 12'-11' 16'-2- Lt+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. WALL' AA & EE 65 12'-8' 15'-6" L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING INSTALLATIONS. 70 12'-6" 14'`11" FLOOR/CEILING BB; CC, DD, 75 12'-3' 14'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING' FF & GG 80 12'-0" 74'-0" DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10' -13-7- L2-- MAX. SPAN FOR FLOOR/CEIUNG 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+", 'Ll-"AND "L2-" 105 10'-O" 12'-2" '110 '9'-6' 11'-11" (4) GO TO ANCHOR,SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE 115 9'-1" 11'-B" RATING TO,DETERMINE MAXIMUM ANCHOR SPACING. 120 W-9" 11'-5" 125 _ 11'-2' 130 - 10'-11 135 - 10'-9" 140 - 10'-6" 145 - 10'-4" 150 - 10'-2" 155 - 10'-0" 160 - 165 - 170 - g'-7- 175 - 160 - 9•-4" ZHV BLADE185 - 9'-2"190 - 9' 0" tN//i�ii �1 1' .• T FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. NO.44167i BERTHA HVTM * '* S S Accordion Shutter System 9.BLADE.J1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE Off'•. F 11 TICCIT TESTING& ENGINEERING COMPANY Americon Shutter Systems REV.N" DESCRIPTION DATE ORA"BY. L:c. �yy'' ••�`��,11 6355 NA.36t6.St.,St,MS.VIRGINIA GARDENS,FLORIDA.3316E Assoeletion, Inc. I OLD 15-079 07/26/17 DATE; 07126/17 ••lYi.fl 4268 West Roods Drive. PMoc (305)671-1530.Fax:(30.5)671-1531 3 DRAWING No e-mail:Ua It"eooa .00m Ylest'Palm Beach, FL 33407 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 417-102 WA LT ER A.T1LL1T Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Ua f 44167 5 SHEET 6 25 OF 28 *SPECIFICATIONS ON ANCHOR REOUIRfMENTS PORED CONCRETE SUBSTRATE 4tiN±+r+Os FACING LGQ1D MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A .GIVEN (A).ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/4"a TAPCON MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN PRESSURE —^� STING AND A CORRESPONDING MOUNTING TYPE A.1) To EXISTING T. POURED CONCRETE: (Mtn. rc = 3192 psi) 611e.a TnPcoN L OR CONCRETE INSTALLATIONS - 1I4"w TAEMBE ANCHORS,AS MANUFACTURED BY I.T.W. BN IS 1. F MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4".. A.2)TO EXISTING POURED CONCRETE: (Min, rc - 2899 psi) POURED CONCRETE -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM•EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4"1 MAXIMUM All MOUNTINGS AA THRU GG (SHEET 22) SPAN A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER,BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE AS.D. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 T0. 90 790 TO 120 }120 TO 160 >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A1)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 8" 4 1/2" 3 1/2" - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S IMANUFACTURER. OR LESS 12•• $" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. UP TO 12'-1" 10" 6" 4" 4" _ 4" 3 1/2° - - - ,MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS >12'-1 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR UP TO 18,-0' 7 1/2" 5 1/2" 4" - - 3'EDGE DISTANCE FOR 1/4-0 FR5 16.0 AND 3 5/8' EDGE DISTANCE FOR 5f16"0 TAPCON XL. NOTE: VALID ONLY FOR UP TO 10'-0•SPAN (2� HV BLADE ONLY 1yyyI NSR A- j(+"'-gyp_ FLORIDA 9UILDING CODE(High Velocity Hurricane Zone) ll'. Q2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. a• No. BERTHA HVTM 4} 7 ii �►—//"��—"� A Accordion Shutter System i L C V 1 N C. ■ ■ ■ ■ V.HLABE 1 W/OR W/4 H.V.WINMI BLADE&H.Y.BLADE 12 American Shutter Systems REV.No DESCRIPTIDN DATE DRAWN 0n LC. 4iTILLIT TESTING& ENGINEERING COMPANY Association, Inc. f OLD 15-079 07/28/17 DATE: 97/26/17 «,tt`S.• j�jp! \tV ,� szis N.w.asen.st,.5i�.Sas,mRatNu UumeNs.noR�t Sass 4268 West Roods Driva 2 DRAWING No Phone:(305)871-1530.F..:(305)871-1531 West Palm Beach, FL 33407 NA� `` _ e-mod:tilt...Claal.com 3 AL I:j" , E9-9006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A TILLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.g 44167 5 26 F 28 ----------- 0625" 12-MIN,CLEARANCE t I EXTERIOR To BLADE TOP EDGE 0625" SECTION X—X Hv WINDOW BLADE SCALE: 1 BLADE'S .1875" KNUCKLE 3-0 OPENING POLYCARBONATE IMPACT RESISTANT HV WINDOW GYP) BAYER MAKROLON 3103 POLYCARBONATE RESINS, LIV—STABILIZED GRADE OR SABIC EQ EQ INNOVATIVE PLASTIC LEXAN 103 RESIN FLA, (SEE NOTE -F" ON SHEET 28 RI.7500" EXTERIOR 44 1.3750"' POLYCARBONATE SOURCES FOR (B HV WINDOW v APPLICABLE RESULT v X TYPICAL PROPERTIES STANDARD DAM so=04100M o2,8750 X wum/saws REFERENCE ilcillvZoux,3103 Lam lw IMsN 5 3/4- 1 PHYSICAL SPECIFIC GRAVITY ASTM D792 0.043 Ib/,n' 0.043 Ib/in' ON CENTERS TENSILE YIELD STRENGTH ASTIR 0638 9,400 p.s.i. 9,500 P.J. 2 7/8'MIN. -FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p...1, 13,400 p.s.;. CLEAR 2 1/4' FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 Ps.i. SEPARATION CLEAR TWEEN BETWEEN, 017500 IMPACT BEBLA E TABS .0625 03.0000 J NOTCHED IZOD ASTM D256 IS Fr-lb/i. 17 Fr-lb/i. OPENINGS 0625' FIRE ASTM 02843 47.2 X 64.5 9 MAX RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS I SECTION Y—Y .—.7500" SELF IGNITION ASTM D1929 1040'F 980'F J —SCALE: WEATHERING: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p..L EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 P..J. 8880 p.sJ. SCALE: T 12'MIN.CLEARANCE AND 10 BLADE BOTTOM EDGE TYPICAL HV WINDOW BLADE r' A C—� POEYeARBO NATE HV WINDOW DETAIL SCALE: 3/8"=I" FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 4D2017 TILTECO,INC.(ENGINEERING) 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm No.44167 ordion Shutter System /�'RLT�Ec'6�,., A.S.S.Aw Acc 0.BLADE 11 W/'OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 American Shutter Systems REY.No DESCRIPTION DATE DRAM BY: LC. TILLIT TESTING & ENGINEERING COMPANY Association, lnc� I OLD 15-079 07/26/17 DATE. 07126/17 355 0-w aw S�_St..-10,VRMN�CARDENS.FLalash 3316 4268 West Roads Drive 2 `... ...> DRAWING No Ph— (305)871-1530.Fax:(305)871-1531 West Polm B�qch,.FL 33407 3 —.1; --- 17-102 ES-00067 9ho.e: (600)432-2204 . Fax: (561)209-8380 ....•r.. WALTER A.TICCIT J,P.E.P.E P.F.SEAL/SIGNATURE/DATE FLORIDA DA ..#44167 67 5 SHEET 6 27 OF 28 MEHAL UMITATlONS AND CONDITIONS OF USE FOR BERTHA WORKING IN 1 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110,- 110 P.-f. 5 2.MAN.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A 0,G&H ON SHEETS 6,7:AS WELL AS MOUNTINAGGS�M.O,T.U&W ON SHEETS IS& 19. E ALLOWED WITH TOUT,¢5JED - BE NC1lU ONLY AT OP/POEXTERIORIIORA CESS SIDE OF PT IN CASE OF O PO LING s 1E Z � � IEJo C5 IDNTERMA . CJ •C:J S.(A)HV WINDOW SLAG£®SHALL ONLY Al1AW A MAXIMUM OF 5 OPENINGS (3'o HOLES)FOR®PER SLADE AT SPACINGS SHOWN ON SHEET 27. TIP.EA END ! (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE 1@ OF ANY 3'o 14OLE FOR©SHALL BE 12". MAX.5 WINDOWS , (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W ALLOWED .AT HV WINDOW BLADE i@ WtHOQW BLADE i (D)H4 WINDOW BLADE R1 MUST BE USED ALTERNATE TO A SOLID HU BLADED TT THROUGHOUT SHUER'S YAD7H. BEL)TFMAERHER LL ALWAYS E'INSTALt£O AGUACENT TO A SOLID W (F)POLYCARBONATE Hy WINDOW RSMALL BE INSTALLED SO TH$�'TABS/ACE 333 THE INTERIOR OF'THE OPENING BEING WG PROTECTED.HV WINDOW 44 MUST BE SEE ENO ' ONLY MSTALLEO AND LOCKED USING A HV SETTING TOOL PROV1 BY ASS4, CONNECTION __ INC. DETAILS ON ~ EE SHEET 11 7YP. � p�gR b.SEE ANCHOR SPACING SCHEDULE FOR INSTALSATLDNS INTO WOOD FRAME E11LL HEIGHT. 6 BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE $ T 1 � a NOTES z P P i &2 ABOVE). �6 7.SEE ANCHOR SPACING SCHEDULE FOR iNSTALLA710N5 LN70 POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEEPLAN FOR REQUIREMENTS) D.MINIMUM SEPARATION TO GLASS SCHEDULE 5 TYP TOP&BOTTOM � p H W ) � ori " 7J MINIMUM SEPARATION TO GLASS NUMITED WI 1 SNUTT£R SPAN�—• ELEVATION MIN.sawwIGN TO GAS ^ r 9b' — FXISIING GLASS SEE--SO�1lE ON SHEET 12 FOR BADE0 —1y _ AID ON SHEET 2$FOR 6 (D.& -------------- ------i`=�--�=``.\ '.----- ——————— 4 z1 $ TTP. \ . :.� ,1 4 (Di `f •.� ! /�.-- ,,.,`�_ TD . \ \ z1 t 21 6 9YMM ICAL�CENTERMATES 21; \` l (wnsas�: %0 350{SEL AND a A80vEj M1' PIAN—J.- l� TYPICALCin HV BLADE WORKING IN UU15--WITH HV WINDOW BLADE Cl A) SHUTTER* E4E •. FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone ©2017 EASTERN METAL SUPPLY, INC. Q2017 TILTECO.INC.(ENGINEERING) PEt�s�"',� � —` EER'6`HKi°�VTN ` 7 4067 /rlIECO �N�. ,A S■ ■ Accordion Shutter System ` :Y.EUt�E i1 W OR W(0 N.V.WINDOW BLADE k N.V.BLADE American Shutter Systems RCV.No DESCRIPTION DATE DRAWN BY: L.C. TICCIT TESTING & ENGINEERING COMPANY Association, trio. t OLD 15-079 07126117 DATE 07/26/17 • 1� 6355 NW,36th.St,St..305,VIRGINIA 16FN5,FLORIDA 3316 8268 West Roods Oriv6 2 "Q Phone:(305)871-1530.PDX:(305)871-1531 DRAWING No _ West Palm Beach, FL 33407 A 11 a-mail:1000'x"' 3 •••a�'SG 1 EB-0006719' Phone: (800)432-2204 FOX: (561)209-8380 4 17-102 WALTER A TWT Jr..P.E P.E� 3fStt'>t�ATURE/DATE FLORIDA Lia#44167 5aH F 28 _ INSTALLATIONS W/ (1� HV BLADE & HV CENTERMATES �1 -I 2.000 Mo.. EOUIRED MINIMUM, VARIES 6-x , 1/2"x 0.035•THICK 436 INTO METAL STUD WALLS * ,0083• �L LRn.ASTM A-653.GRADE 40 2"Mox. o Min.G-60 GALV.STEEL w ' METAL 57005 hT 16'O.C. I _ ¢O 47 moo• -__-_---- ®6 D.C. * 3a 1 f4"o NOMINAL a 1/2 475 G NERA I I NS AND C IT E W dn rI 3 ALUMINUM SLEEVE - �; - a3o 72 N o� FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY =REQUIRED MINIMUM • SYSTEM INSTALLATION TO METAL STUD WALLS + J/;•.6 1/4'x 0.035'THIGH Mini 43c ®e'°•C• SEPARATION TO GLASS SCHEDULE �'.T- 10 ACKCHANNEL _ASTM A-653 GRADE 40YinG-60I6"O.C. 39 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 s.f. `"OALVANI2ED FASTENED TO STUDS , EXISTING FINISH P'W/(2)J6.1/2'TEK SCREWS ON I L 7 INTERIOR&EXTERIOR FACE I ASAPPLICABLEto WIND ZONEMINIMUM at 2. MAX. SHUTTER SPAN: 84" ASTM E-1996 SEPARATIONMIN. SEPARATION m - EXISTING GLASS-1 GLASS, C TO GLASS (SEE SCHEDULE) 4 i 3. ALLOWED MOUNTING: MS ON THIS SHEET. 1 THRU 3 1" 43 1/4"0-20X3" BOLT i _ - ') m 4. ONLY NTERMATE 21 W 24 HV LOCK ARE ALLOWED MUST PENETRATE IXISFING FINISH REQUIRED MINIMUM I IAS APPLICABLE 6 WITH 21 ARRfjLJGED N A SYMMETRICAL LAYOUT. q 1 3/4'x 6+/4'x 0.035•THICK Mir, � 7 USE lv(2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4" 1.373' CONT.cALv.srm TRACK CHANNEL 43c 43a INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 250' ASTM A-653'GRADE 40 Min.C-60 , CENTERMATE. o� r -Tn GALVANIZED FASTENED 70 STUDS I ®6'O.C. in W/(2)/6.1/2'TEF(SCREWS'ON , - - n-1-- INTERIIXt&EXTERIOR FACE i 1• N Min. BLADE SLACK DETAIL HVF IS VAUD FOR 1/4"0-20 THREADS d a �'!� �• ** 1/2" 38 43c 1 f 4 0 ELCO CONSTRUCTION 71' CEIJTERMATE 21 APPLICATION WITH BLADE 1O PRODUCTS FAB-LOK HD REQUIRED MINIMUM 43b /61x , 1/2'x 0.035'THICK L r'ma..l ® 6• D.C. COMPONENTS Min.ASTM A-653 GRADE 40 •;n•�'C�W' Min.G-60 GALV.STEEL • -�'1 MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. 'e!'.J!J•' EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" i (TYP.TOP&BOTTOM) ( —— ——— '•— —( -� --——— —— — ———--———— -- —— 1 3 4'.6 1/4•x.0.035'THICK W..LEXISTING GLASS _ _ _ _ -T ASTM A 653 GRADE V.STEEL RACK CHANNEL .I I...-..'X.�c C -� .��.r..... , •;i..• is r - I... ,.:.•ai 1 I .! _ A.:s'... , I GALVANIZED FASTENED TO STUDS LV. I I I i..a:.' '..i•.a i ,ti.• _'•Its . e3' SYMMETRYCAL .�I Y*;• A.. ; ;_r SYMMETRYCAL .; �; f W/(Z) �6z1/2'TEK SCREWS ON h'`tI iI, r%.?'�:`=;".:?�;;`..'rF--�y*•'c""I Ii C�t.'. `^•?'?_' ' ' I . 1 F Y •;Ia�9� SEPARON MIN. VARIES I I INTERIOR EXTERIOR FACE To GLASS W/ !:-' r;CNTERMATES W/ 2• (SEE SCHEDULE) Max.EXTERIOR ACCESS SIDE; ;r7k. I 1 4 --- ---------------------------- ------- ------ -^----------------------- ---- ---- --------- . -------------- ----- ------ --- --------------1 6'(TYP.) -MN'SFPAMTICN TO CLAW IN 3 MN gPARATIQ'1 TO GLASS IN W/INSIDE LOOK M MIM04 6"MIn. 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