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HomeMy WebLinkAboutProduct Approval 6-' 1 1 t BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Slats Ih Facts I Publications Copts U BCIS Slt Ma nks I 'Searc Florida ((r�//JJ l -6l W/ -•� ro Product Approval ° Q USER:Public User F�,1� g� Product Approval Menu>Product or Application Search>Application List>Application Detail REVIEWED FOR FL1850-R13: CODE COMPLIANCE Application Version Type Revision �+T° L CIE COUNTY Code Version 2020` �7 Application Status Approved B®CC 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Lj Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 7 12/31/2021 Validated By John Henry Kampmann Jr. 0' Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R13 COI H.V.ACCORDION CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Date Revised 02/22/2021 Summary of Products FL# Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion- protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By:.American Test Lab of South Florida,Inc., 'Approved for use Created by Independent Third Party:"Yes_ .outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 3 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party:.Yes Design Pressure: N/A Other:Large Missile Level"D". Max span -is 12'-7"for 35 psf positive ASD load and 13'-0,"for 35 psf- negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings: 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.]df in HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE1 2 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Other:Large Missile Level"D".Max.span Is 13'-2"for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1,sheet 12.And 12'-3"for 30 psf positive ASD load w/o window blade and 15'-5 for 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 Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter- Blade 1 Only (HVHZ)- Drwg#17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H V ACCORDION SHUTTER SYSTEM BLADE 1 INSTALLATION INSTRUCTIONS HVHZ pddf In HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION REPORT.Pdf Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Other:Large missile level"D".Max.span Is W-0"and 14'-9" for 30 psf ASO negative load depending on centermates and locking rod configuration for the HVI blade,8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0" for 110 psf.for HV1 and HV1A working In unison.See sheets 7, 11,20 and 19 respectively of Installation drawings for other spans and pressures. Back tVoxt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The 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 dick here. Product Approval Accepts: ® Z Credit Card Safe /T1 Ll ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTERA.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL C.A.License No.0006719 PRODUCT EVALUATION, REPORT REPORT NO.: 20-0709.05 DATE: July 09, 2020 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: BERTHA H.V. ACCORDION SHUTTER SYSTEM HV BLADE 1 W/ OR W/O HV WINDOW BLADE SUBMITTED BY: American Shutter Systems Association, Inc. 4268 Westroads Drive, West Palm Beach, Florida, 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20•3, 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 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2._EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.): Drawing No. 20-169, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM", HV BLADE#1 W1 OR W/O HV WINDOW BLADE,sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07IQ02��'t #$filloz This drawing is an integral part of this Evaluation Report. �\GES6- 1 ,�,' 1 _ No. 44167 -o'• STATE OF 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (305) 871-1530-F�ki,, @1;.1E� '� �pHi�uutt���` PRODUCT EVALUATION REPORT NO.20-0709.05 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E.,as per ASTM E 8. Report No. 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 1 A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance With ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report#0505.01-08 signed and sealed by William R.Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Markrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering/ (UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693, dated July ����4►8 �,, signed and sealed by Frank E. Grate P.E. as per ASTM E-8. �ER � r vo. 44167 9-��,0'' STATE OF ;'� / r 9 0,�: FLORIG�' • � 'G '�11f1/11111111N11``` PRODUCT EVALUATION REPORT NO.20-0709.05 3 Qualifications for Sabic innovative Plastic Polycarbonate with resin 103,equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical)properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27,2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade for Keystone Mounting) And per ASTM E-1886 and E-1996 (for Blade 1 A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 20-169 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.), Drawing # 20-169. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing#20469. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 20-169. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.204 69. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. The HV Blade Working in unison with HV Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 20-169. Minimum separation to glass shall be as indicated on sheet 19 of 20 of drawing# 20469. t, �itiiltii�wy,•� 44167 STATE OF S/ON`AL�E .�`. PRODUCT EVALUATION REPORT NO.20-0709.05 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.),drawing No.20- 169. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 20-169. 7. UMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 20-169, prepared by Tilteco, Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 20-169. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 4d167), President of Tilteco, Inc. (Florida CA-0006719). 01kIIII(lluill4j `.�`�Q� ••y ENse' ✓� o. 44167 *} �. D.1 TILTECO ADMON RECORDS 1 P.E.REPORT-201 AMERICAN SHUTTER SYSTEMS ASSOCIA H.V_ACCORDION SHUTTER SYSTEM HV BLADE 1 W1 OR W/O HV WINDOW BLADE 1 DRWG 4120 165gwT 20-0709.05 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.DJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 T110N) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIG}}{f VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALJTY FACTOR Kd=0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TITRU 15. 19&20. AREA 1: HV BLADES n1 &C 2 IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER A=7-19 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)OESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.•AS TESTED.WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS Eff USED IN THEIR ANALYSIS. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 - CODE AS PER ATL REPORTS: -Nv BLADE Q 8o2td.o1-03,00715.01-03,01004.01-05.81214.01-05,90317.02-06 00609.01-10 AND 00210.01-11AS PER TAB 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2• HV BLADE(1)AND HV WINDOW BLADE fiAl &g1220,01-1D AS PER TAS 201.TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 1A e0SO5.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.HV BLADE Q AND HV WINDOW BLADE 1A ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 9 14XZ75 AND 9 14X1.75 RESPECTIVELY•410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 160 ksl TENSILE STRENGTH.PINS-SHALL BE COATED WITH BERTHA HV DACROSHIEL13 COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6065-T6 ALLOY IS 31.7 kel AND 55.7 list END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 FOR SODS-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001E WITH 50 ksl MIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE SHEET 13 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEEP 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEGFICATIONS:HV RUDE Q: 12.13.14.14A•15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE Q&0 WORKING IN UNISON:12. 13& 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT®6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 85'458.179 ISSUED TO END CONNECTION DETAILS 7-12&X. WOOD SHEET 18 EASTERN METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT VAW THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA I HV WINDOW BLADE 1nA ONLY 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 SHEET 19 HV AND HD CENTRMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION IT.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ATACCOR13ION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4• HV WIN W BLAD M ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13.(o)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. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SIM SPECIFIC D WHO WILL BE ESPONSIBLE i�ORCTS THESHALL BE PR PER USE OF PREPARED THE P.E.D•ENGINE EORIDA NGINEER RECORD 1ACTII OR NG AS RA DELCT EGATED GATED ENGINER BECOME THE P.E.O.ENGINEER RECORD SHALL SUBMIT TO FOR THIS LATTER PROJECT THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Hi h Veiacity Hurricane Zone 11 III A, ©2020 T LTECO, INC. 152020 EASTERN METAL SUPPLY,INC. BERTHA HVTM °P`• '' EN 900. A S Accordion Shutter System ��� F I L E C 6 . ■ ■ ■ ■ Kv. MXX#1 W/oR W/o ILV.WNDM RAM NO.44 67 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. OESCRIPTKIN DATE DRAWN BY: M.P W55 N.N.36th.St.,St..105,VDIMMA GARDENS,FLoww 3316 Association,8Westad Inc. t OLD n-1zz /B/zoz GATE 7/s/2oza o'•, STATE DF Phone:(305)871-1530.Fax:(305)871-1531 4268 west Roads Drive 2 DRAWING No '� mole Iflteeaeeol.com West POIOI Beach,FT.33407 3 rJ .1 ��QR ('• 44�� a CA-00067[9 Phone: (800)432-2204 Fax: (561)209-8380 4 20-169 •.... . 'ate.''' WALTR A TILLR Jr.RE ON fC�;�vcAy SIGNATURE/DATE FLORIDA Uc.1 44167 a SHEET OF 20 L m��`. 4•�3dM WK00 SLIDE® o VM E5 1918' 1.200'"c r. 0.454• ;rX®. .4 of 4.J7," 4.385' Dom. ov'3e. 4371' 4999' .37s y; O5 H, 90'r(180 STARTER tOHV SOLID BLADE 3OHV UNIVERSAL FLOATER a/ Y\g QUALIFIED�oR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE 1Q ®HV DIRECT MOUNT HV BLADE V 1A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FORHV 6063-T6 ALLOY AND TEMPER BLADE 11) • E LIMITATIONS Of USE OF BLADE ON SHE 9 6063-T6 ALLOY a�pTTD TEMPER E4• -o� 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 085' o-�i 7 y�P .670- 3.556' .670 2.228• m 072 u�v c 842 • 4.8 _ .815' .092 • o ✓ O7 HV ADJ. ADAPTER Wf LIP 4.438' 12' 1.37s 0.072' p-- --- 0 072" �.920 3.z26' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK LAD QUALIFIED FOR USE W/ HV 0t(V TRENCH TRACK s.7so 63-T6 ALLOY AND TEMP BLADE(1� QUALIFIED FOR USE W/ HV AN QUALIFIED FOR USE W/ HV 6063-T6 ALLOY D TEMPER BLADE QONLY. HV RAINGUARD BLADE O7 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV 6063-T6 ALLOY AND TEMPER - VARIES n 1936-. BLADE 1 VARIES 1.936' 6063-T6 ALLOY A O TEMPER ax. 1.917' nl 083' O83- 083' m •083• on on .093' -09J' m .124 .060' 'aV .093" .093•o n 670 .060• .06D• �. °° c 1`4 T 1670 1.686' �. 670 ' 3.5 A520• 3.529 670 �i`'�, O' 11 HV CEILING HEADER HV HEADER/SILL 13 HD CEILING HEADER/SILL Q IFIED FOR USE W/ HV BLADE 1 ONLY 0 UFIED FOR USE W/ HV BLADE 1 ONLY, 6063-T6 ALLOY AND TEMPEP) QUALIFIED FOR USE W/ HV BLADE tO 14 HD WALL HEADEi�SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAD_ ONLY. 6063-T6 ALLOY AND TEMPER X r GOMPCNENT A B T1 i2 - MN.%MM Y MtL t X Y t 1' I 1' O.D82' Q 2" 5-1". 1/0- -1/8" 18 2" 5•MAX. 0.192• 0.192• 1® SIDE ANGLES ���� Ll ,9 2.5• 7'MAX. 0.190' 0.190' I�UJ CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES � �j BLADE Q QUALIFIED FOR,USE W/ HV Q ALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' S'MAX. 0.139• 0.131' BLADE pl 6063-T6 ALLOY AND TEMPER I 6063-176 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone m 2020 EASTERN METAL SUPPLY, INC. t/ ©2D2D TILTEGD, INC. BERTHA HV �)GE s T`�9 A S A Accordion Shutter System F 1 L E C O >N Kv MADE#1 w/oR W/o KV,HINDOW RAM N0.4 167 - American Shutter Systems REV.No OESCRIPITON DATE DRAWN BY: Mr TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD n E-12z /6/zoxo 0a 7/6/2020 _ 6355 N.W.361�.St.Sta.3Q1,WYONIA GAROE1i5.FLONR J316 D _ 4268 West Roads Drive 2 S o' STATE OF 2 Phone:(305)871-1530.Fox:(305)871-1531 West Palm Beaah, FL 33407 3 DRAWING No e-mo1:8lleco0eol.com %laic'•.;cIOR DP,•'•`��� Gt-OD06719 Phone: (800)432--2204 . Fax: (561)209-8380 4 20-1 69 ` WALTQt A.TU T Jr.P.E. ;4� /SIGNATURE/DATE FLORIDA u�•A 44167 5 SHEET H of 20 f ' 4.660" S24" / e CAST 4.576.715' A.745V �293�' a3 MTMHHEAD/S. � /QED pHOUSIBAKED PAMT�EL 'TNRFAOEOD DR O\ST 2.2932TFP.) C.EMANDL BIKEDPA'm`DPE55 TURN KNOB. .062" � "F °' 875' BRASS DANGER BRASS CYLINDER m� u4•Ro.7 ' ^,: At KEYS(CHROME (CNROYE KAM) PUTm) 21 HV CENTERMATE �� a s. :,� ,.32s = ® HV LOCK ® HV EGRESS LOCK 0 LIFIED FOR USE W/ HV GLAD & 1A ONLY I]Fl HV N m`'/ J02p .97 Q, QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063- -ALLO PER QUA(RED FOR USE W/HV BLADE 1 & A ONLY R' BLADE Q1 &®ONLY. BLADE 10& ONLY. 6063- EMPER HV CORNER CE ER Q ALIFIED FOR USE W/ HV BLADE 1 RAONLY r-.250'O.D. .516. 18, 'S 26" 60 MPER PLASTIC MOLD D TO MOLDED TO v' 1.758" .9j" a.o4s• �2 SCREW 2.079• 1.753• - C1 ^ %.360•AFTER RIVETING 1/4"0--205x 3/4" BEFORE RIVETING 1.000• l y w'. �a „ 1 4 0-20 RIVNUT+ � ,; S.S. THUMBSCREW -•/ J-♦i '�, �� O� "SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.730 ' E76O' - a m !___•I SNEER NUTSERT.PART I MO.AS MANUFACTURED 13Y AVDEL •� I n n m 4.566 .'1 CHERRY TWORN.PARSIPPENY,NEW JERSEY 07054 OR EOVAL PLAN FROM ELEVA71ON HV M LE © I QKER FOR "T- LOCK CENTERMATE ALIFIED FOR USE W/0 HV BlAOE T QN ® FEM " " OC ® QUALIFIED "T" LOCK ® NQ ALTERNATIVE LOCK 6063-Tfi ALLOY AND TEMPER n(� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY Q IFTED FOR SE W/ HV TEMPER'ONLY W/HV BLADE 1Q ONLY. BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER .55• 1.917• 1.917 • 1./61 .0 3' 2 .06Y �- .432 0 CYLINDER O A62•, 6 KEY CYLINDER ,214' � .545" 0.875•Min. 1 .125"Max. 3O NO CENTERMATE W/ NO LOCKING ROD ® HD CENTERMATE W/ LOCKING ROD a o OUALIFIED FOR USE W/ BLADED&M QUALIFIED FOR USE W/ HV BLADE 1)& 1A HD C T 'S S BID, 6063-T6 ALLOY AND TEMPER 6063- HV T6 ALLOY AND TEMPER ® / ,n o VARIES,IV MIN. QUALIFIED 3FD6 ALLOYWANDH TEMPERE 1 & 1.1 JO" THUNDER ACETAL H S.S.OR 3/8•0-18 31/2' CYLINDER (SE D WLS)CREWS. Qa _ OR KEY (SEE DL7AL5) 1.37 Min. Cri1NDER ® LOCKING RODS �L� I_'/4•0 ® HD LOCK n 7s'► QUALIFIED FOR USE W/ HV BLADE 10 '© -V ACETAL HV 1/4" —20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS SERIES S.$•_'�•IVEISCREWS QUALIFIED FOR USE W/ HV BLADE 1O& It�A 5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLAOEQ QUALIFIED FOR USE 1 W/ HV BLADE DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE(High Velocity Hurricane Zone 02020 TIL7ECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM s'P ��cE J� 7r7iA S S A Accordion Shutter System F ' L E C�6 ,,, ■ H.V. (1 w/OR w/o H.V.tMryow eLaDE ` No.44 6 = American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P * * TILLtT TESTING & ENGINEERING COMPANY Aasoclatlon, Inc. I OLD 17-122 /5/202 DATE: 7/6/250 Wes B M.W.36th.SL.Ste.303,MRGM GARDENS,FLORIDA 111e 4268 West Roads Drive 2 -:• STATE F /LY 34S Phoa.:(305)671-1530.Fax:(305)871-1531 DRAWING No t Palm Baoch, FL 33407 3 �f C 'A*04%•:40RI P �Qj e._—I:llllcco600l.wm CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 GD��V9 A RLDr Jr.P.E. /i/ANAsS' WALTER�Q•••••�N1 SEAL/SIGNATURE/DATE FLORIDA U.P u187 0 3 SHEET 20 ,, NA _ 1 SHUTTER ASSEMBLY SCHEDULE FOR HV ' HV CA 3/a•m 12'NIN. CE 41 TO BLADE P 1 •Q625- HV BLADE 1 40 cE 1 e7s r t�—'— oszs .oszs ® HV BLADE 1A �I I RV WINDOW BLADE .0627 cN x_x ® I O BLADE'S •0 oPENIN .1675' Y HV LONG RECESSED NYLON BUSHING 1. z� n KNUCKLE .0625 ® HV SHORT RECESSED NYLON BUSHING 39 } � N ^ jII (1vP) Y '� 0.0625`- 4@ HV NYLON HAT WASHER OOR ® �w� I I FIAT PIO N RI.750 HV WHEEL CARRIAGE AISI 302-303 SERIES / f�� 375a- N a 0.870"x3/16" THICK NYLON WHEEL. 40 4+ /m2.e7so' X 2 7/8•MIN. -\\ HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS CLEAR SEPARATION VEE ® HV 1 3/4" ACCORDION PIN W/ (/8 HEAD * EXTERIOR T I BBBLADE —� .0625' 0625• ]7500' Ipp •o OPENINGS / ON C NERS ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * y 47 `� �- � .7500' ® 41 -14; ExIFA 0 r21/i OR REARON POLYCARBONATE IMPACT RESISTANT HV WINDOW I To 1YPICAL HV WINDOW BLADE AND s POLYCARBONATE HV WINDOW DETAIL OOR® ® or (SEE NOTE FOg I I Q OR ® I I >Ic POLYCAR60NATE IMPACT RESISTANT HV WINDOW EOw REMENTS i I BAYER MAKROLON 3103 POLYCARBONATE * I I i I Iz'MIN•c cE RESINS, UV-STABIUZED GRADE OR SABIC PIN IFOUIREMENTS AT EXTERIOR BLADE KNUCKLE EmY ro BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN OR ®M I (SEE NOTE "F" ON SHEET 19). IN (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® NNE i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i'� ! I POLYCARBONATE SOURCES FOR HV 1� BLADE. TYPICAL SHUTTER ASSEMBLY ;` ', I EXTERIOR yryICARIE RESULT N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT Nv PIN az Exr I R TnTJL PWRnq STANDARD REIFURV D EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iD mo.3za BLADE'S KNUCKLE. aBstet " p•m xW,vm (SEE NOTE *FOR SPEaDG GRAVITY Am D792 0.043 1b' am M/M BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 04 REQUIREMENTS) "• " Sl i TENSILE 1DELD RE=H Am 0636 9.'00 P+1 9,500 ( ) pet 3 HV PIN OR W 1 2" O.D. 1 15" THICK S.S. WASHER ® j j FUDJURAL STREIGM AT TaD Am a10 am 12300 au 13. —L ® ® / / / .I y 1 I FIEXUPFL MODULUS AM D790 310000 acL 719Amm"I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, &� e j III 6rem BESHEET 0 I NWMED rzoD ASTU 02H IS rT-inl n FtaeA^ WHEEL CARRIAGE DETAIL sMoxe 0� Am D2eu s7.z 1 54.51 MAX N.T.S. ASSEMBLY LAYOUT RATE of e1RD6NO Am Eau C-I CLASS C-I CLASS .. SELF CNmON ASfI2 01029 I04D•F Sao'F ffiAIMEM AM GISS TENSILE SIRFNGTH AFTER WFAn1E�C Am 636 =2 p L SM Pmt 1 HV BLADE SOLID & QAl HV WINDOW BLADE DETAILS T"�`E�E WE""TERT� ASIU6M MIS. a m"J. N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ELL(111I111 ��� ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S■S.A. Accordion Shutter System KV. BLADE#1 W/oR W/0 KV.WINDOW BLADE No.441 7 _ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DE6CR PnON DATE DRAWN BY: N.P �,� As8 West Road Inc. I OLD I7-Izz /s/zaz DATE: 7G S*: * 6335 N.N.36th.SL.Ste.303,VIRGDIA GARDENS.ELORIDA 33I6 /2020 -o'• STATE 0 Phone:(305)671-1530.Fax:(305)671—I531 West P West ch. Drive 2 DRAWING No e—man:0lteeeemml.eom West Palm Beach, FL 33407 y �f ���•'•,;oCORID,,:' � —mmo�19 Phone: (800)432-2204 Fax: (561)209-8380 i L0-1CA Va 8/UN••L BN�SEAL/SMNATURE/DATE W RFLo�oAALc A44167E 3 SHEET 6 40F 20 mum �, &®°" 'NOTES ON HV LOCKS AND CENTERMATES- -. _.. _... _ _ -. - - ®•®� -_ - _ ©�� 1.MANDATORY CONDITION d1: ONE HV LOCK®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INST TIONS ANY A e c o u X s T u ®� u.� ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0AL OR T CENTERMATES W/(2) 1/4'0-20 x 1/2•LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ✓t . FI 00 EtI IN- TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO OO•+®a I , I LOCKING RODS 0 AT TOP & BOTTOM SHALL BE S F ANY SPAN AND INS ALLATIO AT ANY ELEVATION. 1 6 A2Q - 1 I HV LOCK®OR 0 SHALL BE ATTACHED TO OR CENTERMATES W/ SAME SPECIFICATIONS AS PER III Q3 MANDATORY CONDITION #I. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL p_ F SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. DD-XVB �l 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ° •24 GR 5 GR 0 aR 4 r ,� OR SHALL BE AS INDICATED ON NOTE (1)ABOVE ® -4 LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4.Df O(AUD ONLY EN b"PAURY CONDITION J1 OR LIMITED MANDATORY CONDITION W - � I ' USED O H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY be:n v- ' E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE yyi1d ><" MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). JJI i3 XOC-XYG �3 a I _ - S.MANDATORY CONDINON i2:ONE HV LOCK 1. © AND INSTALLATIONS AT ANY ELEVATION.LOCK K(5 2 ®®SHALL REFUSED ASRAN OUTSIDE OR INSIDE LOCK�� 1 �Trfl_ t'- ffi ;h9 g ATTACHED TO 0Q�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS u� 8g. AT TOP &BUTTEM SHALL BE USED. LOCATION OF LOCK SHALL L AS INDICATED H TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 6. '.( 1 `1 ffiFSi OR 02: ONE ALTERNATE HV LOCK -0 MAY BE"USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Cclyg - INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT �� \! OF 1/4'0-200/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. II RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. fff IYLI - 7.MANDATORY CONDITION !3 FOR KEYSTONE MOUNTING INCT LLA OW. ONE HV LOCK®or®or®SHALL BE SEE -`! USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECf10N , - _ 1 ' TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or®MAY BE USED AS AN INSIDE OR DETAILS ON D F E N 1 J K L Y 1 P p R Y W Y SHEETS 10& 4' OUTSIDE LOCK.ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. 1OFTYP.FULL a .1,, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE LOCKING RODS EIGHT. i `-3�' _ OF CORNER OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. ®W/ "� 0 Nt01N CENTERMATE *NOTES O LOCKS AND CENTERMATES: QaR®OR©'Om( a)m e@cR 1. OO © ONE ALTERNATE HV r LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND 10• 5 a _ 3 a 1 1 w I AUATIOjI AT ANY ELEVATION.AL NATE LOCK®�AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK g INCLUDES USING REINFORCING LOCKER t�7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE ©'O'@4 ®°R CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2-LONG S.S.THREADED BOLT W/7/8-0 x 3/32' WINGNUT OR W/ 1/4'0-20x1 S.S.M.S.INTISEO A 1/4'0x 5/8'RIVNUi. LOCKR TOP MAY BE INSTALLED AT MIDSPAN OR 12' MAMWM By *NOTES ON HD LOCKS & CENTERMATES: IATII 1• : ONE ALTERNATE HD LOCK® MAYBE USED W LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE�LOCK.ATTACHMENT OF HD LOCK TO IS W/3®8 x 3/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB- AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ASGVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (High Velocity Hurricane Zone YYt111111111111IrrJr 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �,••�����?A:.'f<</r'''% BERTHA HVTN �,S,S�A� Accordion Shutter System H V. MADE#1 W/OR W/O H.V.WNDOW MADE ND.44 6 = TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REKNa DESCRIPTION DATE DRAWN BY: 1Lp OM N.W.3em.St,St..SDS,MRGRW GWOENS,RARIDA 3319 Association, Inc. 1 OlD 17-11z /6/20 DATE: 7/6/2020 r(• I� Phase 6 ]OS 71-1530.Fax 4268 West Roads Drive e'• STATE F ( )a :(3os)e71-1s31 z mail:L1t.cooaoLcom West Palm Beach, FL 33407 DRAWING NO F!ORI CA-0000719 Phone: (SOO)432-2204 . Fax: (581)209-8380 5 �. ` WALTER A TILUT Jr,P.E. 4 20-1 69 '''Y/SS�ONA LC���� /SIGNATURE/DATE FLORIDA U..LI 44167 5 SHEET 6 5 OF 20 POURED CONCRETE POURED- . _I POURED OR CONCRETE BLOCK CON C REQUIRED CONCRETE CONCRETE ANCHORS 1/4'0-20 SCREWS S.S. REQUIRED REOUIRE_O � � SEE SCHEDULE ON CONCRETE MICHORS NACHNE SCREWS i r 'CONCRETE ANCHORS (SEE SCHEDULES ON W/1/4-20 SHEET 13) (SEE.SCHEDULE ON SHEET 13) SHEETS 13&14A) NUTS O 12'O.C. 12 oR 14 s Min• 1/a•m-zax3/a'S.S. Min. OR 18 EO- EOMACHINE SCREWS _ '-IIF2E USING 1/4'-20 NUTS 1 _ _ 19 EO ED-{12'D.C. IIE.O.• .250 Man. --#+ rli R 15 13OO 250'Max. I Max. . /i., OPTIONALt I�Ii tAN.SEPARATION i t OPTIONALTO MASS(SEE ' MIN.SEPARATION [�,ylSCf✓EIXAE ON (I , 70 GLASSqt1,TOR FADE 1 IpR ® ; -(sEE scHEDULEoNI[}�1 1EXISTING ON SHEET 19 _ MIN.SEPARATIONE7(ISfING_j SHEET 11) BLADES D&® i __ TO C1A55 I 1 GLASS i (SEE SCHEDULE 0 E]USnNG� SHEEP 11) �A HV WALL HEADER INSTALLATION " I ©RY WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION 77 ., _:.•"I EXISTING G EXISTING - I GLASS—� ' �`S-� MN.SEPPRATKKJ ' � I ♦ j MIN.SEPARATION ro(aAs s> 1 OR 1 ; 1 EXISTING To GLASS Q SCHEDULE Ot1(SFEET I I MW,SEPA1tAT10N I rl GLASS (SEE SCHEDULE ON _ - 11 FOR,BJ-DE HAND R+ i T°GLASS I i SHEET 11) I ON Si�ET 19}pR : (SEE j_ SCHEDULE ON OPTIONAL SHEEP I1) f ` 1 I 1 I 1/4' 1/4"Max. Max. �I I�OPTIONAL I. . ":.. E.D.• I I I 12`OR® 1 -- - 1/4-0-20x3/4'S.S. in 1E° FE. PHLUPS TRUSS HEAD ..PWPS MACHINE SCREWS USIG CONCRETE ANCHORSONCRETE ANCHORS - 18 1/4'-20 NUTS O 12"O.C. , (SEE SCHEDULES ON TRUSS HEAD MACHINE SCREWS / POURED CONCRETE SHEETS 13& 14A W/1/4'-20 NUTS O I2'O.C. 'POURED CONCRETE K ' ' - SIT Ef5.1�&14A N OR CONCRETE BLOCK ) :WALL REQUIRED BLOCK O HV W - ) I � NCRETE ANCHORS REQUIRED O HV WALL SILL INSTALLATION ORCONCRETE BL ALL SILL INSTALLATION ' (SEE SCHEDULES ON POURED CONCR SHEETS 13&14A) .._..-OR CONCRETE BLOCK WALL.REQUIRED EO HV WALL SILL INSTALLATION NOTE E S CO EET 4 FOR PI AL SHUT INSTALLATION DETAILS W/1-SEE SHEEP 4 FOR TYPICAL SHUTTER i E.D. �EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE LIMRATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED BLADE 1 ON SHEET 19 . l I J H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High VIdt, Hurricane Zone a�1t1Y1I yA7Y'' 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. ,.�� .. •.. L/TJ�.,, BERTHA HVTM ay,?• _EN F -_ I L E C O INe. A.S.S.A. Accordion Shutter System RV I�,� w/oR w/o iLv 1n1NOOW BADE N0.44 6' _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE IDRAWN BY:. M.P fr L * 63a5 N.W.36th.se•av,.305,MRGINA GARDENS,Twain 331it Assoclatlon, Inc. 1 ow 17-122 /6/202 DATE, 7/6/2020 STATE F Phase:(305)871-ISM.Pox:(3C5)871-1531 4268 West Roads Drive 2 e-mall:Ultac 6-1— West PDIm Beach, FL 33407 3 DRAWING No ''90 FLORI P r-F CA-WALTER A.0008719 Phone: (800)432-2204. Fox: (581)209-8380 20-169 \\r��3FAL/SIGNATURE�DATE FLOR OA Ue B 44167E a 6 H OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) i ro MASS(SEE rI; r,; 1 OR ®� REQUIRED '1 SEE EDGE OF I11 f�aR�9oiE(t)IWjp e rn' O SLAB IF ON SND:I 1B Rx APPLICABLE E705TI_. NG ®�lOa® \ E%ISfING I ylsamu ar ' m�ris5 Q 0.ASy i ALA CHORRNATE : I I g10x3/4'HEX GLASS—,, I I i LOCATION i I ,I WASHER HEAD TEK SCREWS® OR 15 y I TTT j OR 13 i et UN 12'D.C. 1 I E%ISRNc //I;I r l 3,6 MI CONCRETE ANCHORS GLASS ' I (SEE SCHEDULE ON I 8 I I SHEET 13) %ISRNG I 1 l• I - I i I /E I ED / EDGE OF GLASS--i I EDGE OF—' ,{ EDGE OF SLAB IF SLAB IF /' I �1/2 1' EDGE OF SLAB IF I APPLICABLE ' FW a suvfAmwMPUCABIE E. ED, APPLICABLE I APPLICABLE —FOR FOR BLoN � tt F94ZT I9Q— �w ®� POURED POURED o. M�OtQ9 ii®bbRR 1 OR CONCRETE CONCRETE E.D. REQUIRED E.D. E.O i REQUIRED FLAT HEAD CONCRETE ANCHORS CONCRETE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) CGS HV CEILING INSTALLATION i� HV FLOOR INSTALLATION t UI HV WALK—OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO+70, -75 PSF A.S.D. DESIGN PRESSURE RATING& FOR SPANS PER SCHEDULE 04, SHEET 11 Yva SEPARVIW i , 1 CONCRETE ANCHORS {-- EXISTING (SEE SCHEDULES GN EXISTING i sr¢i ltl - x GI,A.SS—� MIN.SEPARATION 1 � I SHEETS 14&14A) —, TO GLASS GLASS 0 j (SEE SCHEDULE T ON —QQ IXOLASS� MIN. SEPARATION 1 GLtS^S- t, T li II ) 1 I , - S GI/SS I 1/4-0 frW 8UU)EX TMcat W/ (ox arty ltl T' ~(SEE SCHEDULE 0 1 11 i i ' 1 1/4- M/NC. I SHEET 11) �� �i IEpB,IppY o4PIX I O4" u i rh FAS1FTIIS UPP-314-MotFfiDYO(f O C MAX. 13 OR 15 lIi gt Dxs/a"HEx O.C.FOR UP TO s'-o'SPAN AID WASHER HEAD 4'O.C.FOR SPANS tARCER THSN 14W' TEH SCREWS - G-0'UP TO 8•-0'MNL MPLY g14xJ/4" HEX HEAD 1 B" SryP)(EE E\ERt'FASfD.ER FCAD.} ® 12"O.C. 8 i QYP.)(SEE NOTE tt ON SNEE7 I t 7EK SCREWS®9"O.C. I• �I � OR 1/4"0-20 5.5.M.S. : CONCRETE ANCHORS -_--_ ©�O y/4 g14x3/4'S.D.S. 1 3 8"-� 1 I 1 FRR uwrAna+sl J 82. W/NIIT a 9'O.C. i (SEE SCHEDULE ON 1 ®9'0.C. i I 1/4 ill SFAinnHt'�� I SHEET 14) Max. 1 �S�_____ 1 .y � 17 oR 18 1/2" 1/4•.-2 4 ss Ms l I USING 1 4•20 NUTS 1 7/6" 14x3 4• tl , .::.:.z� / o,2"00._ CONCRETE ANCHORS SEE NOTE 13 b g / F.H.S.D.S. �!I: ' ._ . D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 () ®9"O.C. y+ Q1SlING NON STRUCTURAL ' •I 2.00 MIN..D OR CONCRETE BLOCK SHEETS 13& 14A) SEE NOTE 13(b) _> ' ExIl TRIM N STRUCTU REQUIRED OR POURED CONCRETE ON SHEET 111 ED; ` S:tL) OPTIONAL POURED EDGE OF O HV WALL FLOOR INSTALLATION REQUIRED DRETE BLOCK MIN•. �:, POURED CONCRETE CONCRETE SLAB IF —POURED QJ HV REQUIRED APPLICABLE INSTALLATION t �PUCAB� © HIV WALL WALK—OVER INSTALLATION t MQ KEYSTONE MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS; MAXI' A.S.D.DESIGN PRESSURE f64•_72 Pat •E D.a EDGE DISTANCE t THIS INSTALLATION SHALL BEE YAXIYUII SHURER SPAN 8'-0' 1 SLY (SEE 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) ASS REMOVABLE WHEN PERFORMED OF USE FORTR BLADE 0NSHEET 19 EMMOUNTINSECTIONS CAN BE COMBINED OR ENTRANCE I- N STA LLAT I 0 N DETAILS W/ T H V BLADE IN ANY WAYGa SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 02020 TILTECO, INC. @2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �`,EN F '� �,S,S■Ao Accordion Shutter System Kv BLADE#1 w/OR W/O KV.WINDOW MADE No.44 6 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE IDPAWN BY: NA *' SM N.N.3011,St,St.303,V:RGIWA WRIMM,FLORIDA 331tj Assoclatlon, Inc. I OLD 17-122 /e/202 DAIS 7/8/2020 ='o'• STATE F Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Orlve 2 e-rtwil:tlteooeael. West Palm Beach, FL 33407 DRAWING No %��iC'•FC0R1 P .; CA.TILL719 Phone: (800)432-2204 . Fox: (561)209-8380 3 20�1 69 .. WTERA TI.II Jr.67P. 4 '''n,810N E ���`� /SGNATURE/DATE FLORIDAFORI Ue.g 44167 6 7 H F 20 1 INSTALLATIONS W f 1 HV SEE NOTES ON LOC LC R0D5 ET LOCKS® IN or® OUT 90' EXISTING C1155 AND ALTERNATEHV LOO SHEET®ON SHEET S. BLADE SLACK DETAIL hVF IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED I ©a'®«©+Ow®w10+13w OR 13 SEE END WALL CONNECTION 10+�aR©.�oRQ+©w EXISTING GLASS DETAILS ON SHEETS 10 & 1 10 ©•O+©w©+Q] +®art -- 1 @+©w@+®w®+@o�-------------------- ------------------- 2•x2•xf/8•xo•-2• I 8 + 8 oa 9+ ae 19+ S w 9 3 1/4' _ 7- s t/z• 7- (6063-T6 ALLOY)ALLII. , O o ® O O ANGLE W/(2) 1/4•0 TAPCON 1/2• w®+® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I- CENTERM TES (rDP/BOTroM)a g,ox,/4 S.M.S.a 12 CENTERMATES MIN, SEPARATION (4)81 Ox1/2•S.M.S.TO T/�U,B,�E D.C. ULL LEHGHT W HV LOCK or 5' W --� To CLASS AT EACH ANGLE.(TYP) I / HV LOCK or v L,� (SEE SCHEDULE ON 5 °" �* 35* .. _. _ N 3 * I.5`y SHEET 11) ----------- - ---f----- ---- -- ------ — ---- -- ----- --- -------- 1/I 2• 1/2 � 5 10� 90' 65* �� — --- O ZX —1 ---- OUT 10+Ow© ®w© ®w HVA \� ® HVB w a 1®sw HVC EXISTING CLASS POURED CONCRETE OR 10+ REQI';REO BLOCK WALL cIXifAssnsc� SYMMETRICAL - *__..,.IN +O+�w�+O+�--.SEPAR --- � — ® ®°"Os' 54@-%& O$T1N CENTERMATES r26 MIN.SEPARATION )— �—————— —.__I GULS.S O (��* ©+@w @+®wO.®w TO GUSS rJ ort©+® W HV LOCK G' OPTIONAL (SEE SCHEDULE ON SEPMARAnON * .(INTERIOR) ®+®art O9+@w l9+@ax( SHEET 12) TO GLA55 ® I AL w®+ (SEE SCHEDULE I N OPTIONAL _ _ ON SHEET 11) (INTERIOR) --_—_ - i --_—_—_ —_---_—_—_ — — — OUT ---= — CONCRETE ----_—_ \ * �-� VARITS ANCHORS® c v 16.D.C. a -- --- - 5 ®w * i 3 VARIES ti OUT 8 1/2•MAX SLACK OUT 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone (02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM '��cEN F .9 IL M O .ao. A S S A Accordion Shutter System A.S.S.A.■ ■ ■ H.V. BADE#1 W/OR W/D KV WINDOW BADE No.44 6 American Shutter Systems REV.No DMRIPRDN DATE DRAWN BY: MP TIWT TESTING k ENGINEERING COMPANY Association. Inc. B355 N.N.361h.St.Ste.30,MRG GARDENS,FIMIDA 3318 f pm t7-122 /e/202 DATE 7/e/2020 o• STATE F `; � P WN hane:(305)B71-1530.Fax:(305)871-1531 4268 West Roads Drive 2 9O FC P• a-moq:bTtaeo®aW,eom West Palm Beach, FL 33407 3 DRAWING No ,,,Cn•., OR CA-A0006719 Phone: (800)432-2204 . Fox: (561)209-8380 ZO��v9 �• WALTER TILUT Jr.P.E %$vSDI/SIGNATURE/DATE FLORIDA Ua.0 44167 6 SHEET 6 8 OF 20 ALTERNATE INSTALLATIO W "T" LOC 0 LE FEMALE " " LOC S CENTER T S 8 LOCKERS . In HV BLADE erc ENI) C-ONNEOfION OErAILS ON SHEM 10 k 18 INSTALLATION n1� HV BLADE OU7 IN `?'�Emm GLASS 6MEOSLACk OEML NVF,INDIGITEO ON SHEET a wI HD CENTERMATES AS WELL AS UNIVERSIJ.FLOAnNG DLAOE®OETXL HOD-HVD, CCE EN WAL COIINECiION pR®",©•O"t 6�a.1�•®m INDICATW ON THIS SNEEi,MAY BE VSED WON 7N6 AUERNA 1 INSTALLAVON MAIL MC 6NaWN IN THIS SHEET. QETA(LS QN SHEETS 1a R fQ z•.z•.V6•m'-z �•®w�9'®°A®•®-0 AN11211I/tv s - (oPnorMa) -_-- ------ 4 (oPnDNAy- -- ANCHORSfD -------------------------------------------(--- --- - (4)/1N11r"a ro iLlag -/1ma//4•sxs o 1z' IN 3 C.FULL LDXW. * I N 4)H.V. (4) AT EACH ANgE(T/P) I 30 HV "T" PtHs CrP.) 4 a ®LR. PINSao2D11) I g 3 LOCK (INSIDE) Q s`ET I) ------------- — --- — — �- — — —— 5 1 28 29 1 C I try• ® 5 35 OUT 31 oa32 + 31 oa32 31 aa3 3 `31 oa®2 1� 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 3 * (oPnavAL> *SEE NOE 6 FOR HV LOOK®. ©� W/ 7/13"0 x 3/32 WINGNUT. (aPnaNAU HOg_HVB OUT HOC-HVC r LOCK,ON SHEET s * SYMMETRICAL HO CENTERMATES SYMMETRICAL HD CENTERMA7 S ©0 HV "T" LOCK (OUTSIDE) ® W/ LOCK FRIOR) Nf LOCK (INTE OR t sFJaEs 6444 Aauve+uu BVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET N=ER RE/T,PA 0820. D•®a®'V:J-'©�®� AS MANUFACRIREO BY AVDIL neat'/ TEYFORN.PARVIREN7,NEW JERSEY ©•TO•©�©•,O•®� 070a4 OR EQUAL •®",�.®qO♦®o ----- -—-—- 3------Z- ------------- EsSEE Nm aN txaNc RmsQ a No® croTOa ox ate[a rl ##UgVpGl M1M>INO BAO[®DLLLL N00-NVD 8i �J Y.SOO FOR NL WOEJbNRS/PRcwl40N5 MM wai:0 HOD— D�# FLOATING STACK FLORIDA BUILDING CODE (High Veiccity Hurricane Zone 02020 EASTERN METAL SUPPLY. INC. II ©2020 TILTECO,INC.►ii +14,,, BERTHA HVTN \,\GEN S Accordion Shutter System _ 1 L E C O >N . ■ ■ ■ f{V, MAnE#1 W/OR W/0 RV.HINDOW BLADE N0.44 6 _ TIWT TESTING k ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPRDN DATE PRAWN m' U.P eTI N.W.TESTING 36t INSL.St..7 E GINEMRMNIA GARDENS,FMPALOMDA Y AssoctattonF Inc. I OLD 17-122 /B/202 DATE: 7/0/2020 a'•. STATE F ( la ( ) West P West Roads Drive 2 Phane: 10.5 71-1530.Fos: 303 671-1531 DRAWING No II:tRtocoOaoLeom West Palm Beach, FL 33407 3 •• e-MCA-0006719 4 20-1 69 Phona: (800)432-2204 FaK: (561)209-BJ80 F A, %��,C'• �ORV . WALTER A 71LUT Jr.P.E. 6 SHEET '���Ati(jss/ONA �S\SEAL/SIGNATURE/DATE FLDRroA Uc.B 44167 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE URE0 CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE gE�L CONCRETE VEO REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIREDK WALL REQUIRED EXISTING GLASSEXISTING GLASSCONCRETE ANCHOR —IXISTINC CLASS® 16'O.C. — ISTING GLASS MN.SEPARATION{ TO MASS(SEEIAN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATIONEO iD�'"(� 11 FOR MADE 1QAND TO()ASS(SEE W SEPARATION TO MISS SEEf gSCHEDULE O�p 1/16'x3'MAX. ON SHEET 19 FOR SCHEDULE ON SKET CHEDULE ON SHEET / ON SHEET 19 FQLW (6063-T6)CONT. BLADES()&® / 11 FOR BLADE @AND (LOCATE AT DE Q& ALUM.CLOSER OELADES()& 1/2•ON SHEE7 19 FOR 0N SNFEf&FOR � ETHER SIOE� PLATE. (LOCATE 1/2' , &OAT EITHER SIDE MIN `1/2'MINOF®) FUSE 1'OR 2'MAX. Pax 1/2'S.M.S.�I (AS APPUCABLE)x2'x1/8'x0'-2• Jl Ox1/2'S.M.S. ® 18'O.C. ( I - ALUMINUM CLIP ANGLE I -----� ® 16'O.C. ----- 4, (6063-TB ALLOY)AT MIOHEIGHT 4 (1) a10x1/2'S.M.S.TO 4Q& (2)1/4'0 TAPCONS ANCHORS TO 5 SEE DETAIL X FORWALL AT 1'O.C. (LOCATE AT ♦ SIDE CONNECTION 1 OR EITHER SIDE OF(D 1 OR SIDE CONNECTION 1 OR\(W 1 OR SEE DETAIL%FORTO TRACKS 6 SEE DETAIL%FOR 4 ©«®aAQ. «6.Oj«8 10•®« ro TRACKS « «6. 7«8«ID•®« �•®«©•�®•®« SIDE L'TOo NTRAACKKSN END CONNECTION DETAIL 10 END CONNECTION DETAIL 0 END CONNECTION DETAIL�3 END CONNECTION DETAIL POURED CONCRETE Oil EXISTING4- REQUIREDONLY FOR SPANS GREATER THAN 12'-0• —————�IX CLASS / REQUIRED CONCRETE BLOCK WALL GLASS 4 4 MN.SEPARATION #19 1/2'S.M. —— MIN.SEPARATION SOTO CLASS A S(SHEET ® 16' .c: TO MASS(SEE Y "j1------ ON SHEET �0 0 0 11 FOR MADE()AND CONCRETE 1/2'MIN. 1111 F�BLADEQANO ------------ l A____I 6 ORS OR OR U7 SHEET 19 FOR ANCHOR® ON SHEET 19 FOR --------'--' ZANANCHOR BLADES ® 12'O.C. /� 5 BLADES Q&® V _ -� i OR OR 1 OR 1 OR 1 ® / D.C. �----= t 2 MIN--- `--- - - --- 4 _1 2"MIN. EO G OR®OR�OR 2'MIN. 2'MIN. ♦ SEE UMRAnONS OF USE FOR / 5 BLADE®aN SHEET 19 @ OR 13 OR(9OR o VIEW Y 1 OR ®' PLAN OR� 1 OR ®♦ ®«© O«O«10 ®« DETAIL X POURED CONCRETE OR ®«®«©•O«O 10•�« '0Q®«©'®°'©'©" END INSTALLATION CONCRETE BLOCK WALL 10•®«©•®«Q•®« ©•Q•©«©•Q•®« REQUIRED Q HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 END CONNECTION DETAIL© '©'® FLORIDA BUILDING CODE HI h Velocity Hurricane Zone �u43s�if,(I I��Lu,,A 02020 TILTECO, INC. 02020 EASTERN MEFAL SUPPLY,INC. A ■�■�■A■ BERTHA HVTM V'`C, SF/J�'�' 1 L E C O A Accordion Shutter System KV. BLADE#1 W/OR W/0 KV.WADOW MADE No.4 16 _ American Shutter Systems REV.No DESCRIPTION DATE (PAWN HY: YP TiLLIT TESTING & ENGINEERING COMPANY - 6355 N.W.36tn St,Stc 305,V,R4VM GARDENS,FLORIDA3l16 AesoCfatlon, Inc. f OLD 17-122 /5/202 MATE: 7/e/102p a' STA Of G Phone:(305)871-1530.Fax:(306)971-1531 4268 West Roads Drive 2 a-maR:Gltecot9ool.rnm West Palm Beach, FL 33407 3 DRAWING NO �i��,f`'•;`CO ADP •'`���� G-o0a6719RAI Phone: (800)432-2204 . Fax: (561)209-8380 20—1 69 I'LVC�� WALTER A.TT Jr.P.E. 4 "AsS/ON 'C w/SIGNATURE/DATE FLORIDA U.0 44167 5 SHEET e 10 OF 20 �HEDULE �1 �HFD N F # SCHEDULE &3 SCHEDULE J14 *NOTES; MAXIMUM ALLOWABLE SPAN FOR A ♦ SEPARATION TO -ec¢CL REO�IIREMENTS " „ MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" AXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE AS.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+ OR .L (ft.) MA R "L (ft.) INSTALLATIONS R °L-" (ft.) INSTALLATIONS RATING. FOR INSTALLATIONS W/ "L+" OR "L (ft.) FOR L-:MAX.ALLOWABLE SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO INSTALLATIONS W W/ W NEGATIVE A.S.D, DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES.r & ® OF Or W/ ONE & W TWO HV OR &�W ONE HV LOCKS THE FIRSTMEASURED AT BUTTON ELEVATION TT BUILDING HV LOCK or®or ar HD LOCK W CENTERMATES. & / / (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. 5 / ONE HV LOCK OR OR LOCKS OR TWO OR W/ NO LOCKING SPAN FOR WALL MOUNTINGS OR -'.NO'LOCKI OR ® 0 CENTERMATES. & OR ((�� W NO _OCKING OCKING RODS ®TOP/BOTTO ODS FLOOR/CEUNG: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK® W/TWO LOCKING RODS `�y / W ONE HV LOCK OR TOP & BOTTOM ♦ SEE NOTES t,16 3�� ( / ® (VAUD FOR MOUNTING 01 INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING- Top ( RODS ♦ SEE NOTES t,t� R ♦ SEE NOTES t,tU GIVEN A POSITIVE A.S.D.DESIGN PRESSUR _ SHEET 7) MEASURED AT BOTTOM OF SHUTTER IS 3". _ RATNG,DETERMINE MAXIMUM SPAN"L+" CLOY C &W D As.O. CONCRETE&WOOD MAcwM CONCRETE FROM SCHEDULE. A�AO.M - CONCRETE&WOOD'INSrAUAmNS O DESIGN22. INSTALLATIONS O D ay INSTALLATIONS O oEswx INSTALLATIONS GIVEN A NEGATIVE A.S.D.DESIGN PpE�SSV FLOOR/CEILING PRESSURE WALL MOUNDNGS - E Ppf mml� FLOOR/CEILING MOUNTING PRESSURE RATING, DETERMINE MAXIMUM MINIMUM SEPARATION TO CLASS SCHEDULE: pAWa WALL MOUNTING MOUNTING M0� & .,) (Pa T) OR SPAN'L-'FROM SCHEDULE. cNLmER W ONE. O-K WITHOUT LOCKING RODS (P�4) FLOOR/LELING MOUNTINGS FLOOR/CEILING MOUNf01C 1AIING FLOOR WALL MWNTING / L+ (tQ L-(R) L+ (R) L-(fl) L+ (R) L-lR) L+ (R) l-(R) L+ QQ L-(R) FINAL MAXIMUM ALLOWABLE SPAN is EOU To THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W INSTALLATION I IW/ 30 13'-2° I6'-W 1 + (ft) 16'-0• 30 + (ft) 1-(ft) 30 73'-1' 76•-0' 30 13'-2" 16'-0' / BETWEEN l+'AND'L-'. _NuuFTRlOei 35 12'-8" 74'-ION 12'-a' 14'-10' 35 n'-s' 13'-a' 35 12'a• 15'-7' 35 12'-8" I4•-10' SPAN CENTERMATES CENTERMATES 40 12'-3' 13-10° 12'-3° 13'-f0' 40 11'-4' 12'-9" 40 12'-2' 15'-2' 40 12'-3- l3'-10' (3)PROCEOURE.TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN 105' 45 11'-11' 13'-1" 11•-11' 1J'-1° 2'-0- 45 il'-9" 14'-3' 45 11'-11' 13'-1" 3 3/9's 4" For Mark 1 &7 WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 11•-7° 12'-5' 11'-T 12'-5" 1'-5' 50 11'-6" 13'-T 50 11'-7" 12'-5" >tOS°TO MAX. 55 117-4" 11'-10' ll'-4" 11'-10" 55 1 '-8" 10'-11" 55 11'-3- 12•-11' 55 11'-2' 11'-10' FOR A GIVEN POSITIVE AS.D. DESIGN ALLOWED 3 7/8"a 4" 60 1V-1" 1V-4" IV-O" 1V-4" 8 '-3" 10'-5' 60 it'-O" 12'-4' 6o 10'-2' 10'-11' PRESSURE RATING: 65 10-10- 10•-10' 10'-7' 65 10'-O' 10'-0" 65 10•-9' IV-11" 65 9'-5- 10'-7' DETERMINE s USE 2 1TED FOR HD LOCK OR®+®, ' L1+=MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HTES. OPPOSING 70 10'-6" 16'-6- -2" 10'-V 70 9'-8" 9'-8" 70 10'-7' 11,-5' 70 8'-9' 9-4" INSTALLATIONS. 75 10'-7" 10'-1" 9'-7D' 10'-1' 75 9'-4' 9'-4' 75 1D'-4' 11'-1' 75 - e'-9' L2+-MAX.SPAN FOR FLOOR/CEILING MINIMUM P RATION TO GLASS SCHEDULE: NOUNTING INSTALLATIONS. SHUTTER W/ ON OCK &TWO LOCKING RODS OR 80 9'-10• 9'-9' 9'-7' 9'-10' 80 9'-0" 9'-0' 8D 10'-0" 10•-9' �"�- WITH ON Y TWO LOCKS 85 9'-6' 9'-8" 9'-3' 9•-6- 85 a'-9' 8'-9" 85 9'-9" 10'-5- FOR A GIVEN NEGATIVE A.S.D. DESIGN —�--- PRESSURE RATING: 90 9'-3' 9'-3" 9'-0' 9'-J' 90 8'-6' 8'-6' 90 9'-5' lo'-1' DETERMINE: INSTALLATION INSTALLATION W/ ,SHUTTER _ _ 95 9'-0' 8'-9' 8'-9' 9'-0' 85 " 1. 8'-3- 95 9'-2' 9'-10' Li--MAX.SPAN FOR WALL MOUNTING SPAN 100 8'-9' 8'-C 8'-6- B'-9' 100 8'-i" 8'-1' 100 9•-0" 9'-7- INSTALLATIONS. CENTERMATES CENTERMATES Lx-- MAX.SPAN FOR FLOOR/CEIUNG 105' 105 8'-7' 7'-71' 8•-4' a'-4' 105 7'-11" 7'-11' 105 8'-9" 9'-4- pp,, MOUNTING INSTALLATIONS. 2 3/4"" 3 3/16' 1T0 8'-4- 7'-7' 8'-2• 7'-11" 110 7'-8' 7'-7• Ila 8'-7- 9'-2- V MAXIMUM SHUTTER FINOR LE55 115 9'-2' 7'--3' 8'-O' 7'-7- 115 7'-6° 7'-3" 115 b'-4' 6'-11' SPAN 'L+OR"L-'FOR TO T MAXIMUM ALLOWABLE SPAN IS EQU ALLOW>105' D MAX 3 1/4"... J 1/;' 120 8'-0' 6'-11" 7'-10" 7'-4" 120 f T-4' 61-11' 120 W-2" 8'-9' INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN'L1+',1z+', ALLOWED 125 7'-10" 6'-8" 7'-8' 7'-0- 125 7'-3' 6'-8' 125 a'-0" 8'-5" SHALL BE LIMITED TO 105 L1-"AND�' as USE 2 15/16"FOR HV T LOCK®W/©5 130 7'-8' 6'-5' 7'-6- 6•-9' 130 7•-1' 6'-S' 130 7'-70" 8'-1' psl. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/8"FOR HV-r"LOCK®W/®5 135 7'-7• 6'-2' 7'-4' 6'-9. 6'-2" 130 --10 7'-9• MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. _ A.S.D.DESIGN PRESSURE RATING TO 140 T-5' 5'-11' 7'-3- 6'-3" For mark 9&11 •-17• lao T-T T-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3' S'-9' 7•-1- 6'-0' - 5'-9' 145 7'-5" 7'-3' 150 7'-2' S'-7" 7'-0' S•-10' 150 '-7" 5'-7' ISO 7'-4• 7'-0' CONCRETE 8:uANSORr W000 155 7'-0' S'-5' 6'-10' S'-8• 6'-fi' 5'-5' 155 7'-2" 6'-9' 1' H.V. CORNER CENTERMATE#3 MAY BE I60 fi'-11" S'-2'� - 5'-6° 160 8'-5" 5'-2• 160 7'-1" 6'-7" USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C, D. E, M,N, 0, P,Q,R. 1fi5 6'-10' 5'-1' 6'-a° 5'-4- 165 6•-3' S'-1' 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F. K & L S&V. 170 TSF-7- 4--g" 11" 6'-7• 5'-2" 17 170 W-11' 6'-2• MANDATOR(CONDITION 82 NOTE#5, SHEET 5. FLOOR/CEILING 175 -g" 6-5 5•-T 17 For marks 8&10 175 W-9" 6'-a' y MOUNTING + J T, U, W & X. 180 -6" 6-4 40' 190 6'- ' 4'-8' 100 6'-8" 5'-10' 1 EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR'L-"AND MAXIMUMAS.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE ORE-8' 4'-1. 165 5'- 4'-6. 1B5 6'-7" 5'-E" SHALL BE LIMRm AS FOLLOWS: �\190 -5' 6'-2' 4'-7" 5-10 4-5' 190 6'-6' S'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMBED TO +64,-72 p.s.f. ( '( ) �" BLADE 195 -3" - 4'-6" 195 5'-9" 4'-3. 195 W-5' S'-5' AND 8'-0" SPAN �)�ZOOM '-2• _ - d- 200 5'-9• 4'-2' 200 6-4' S'-3 SEE MOUNTING gM ON SHEET 7.'205' '-1' 6'-0' 4'-3' 205 5'-a' 4'-1' 205 6'-3" s'-1' FLORIDA BUILDING CODE (High Velocity Hurricane Zone For mark 2&5 02020 TILTECO, INC. ®2020 EASTERN METAL SUPPLY. INC. ```\,%% ,i�+l lC<jT� BERTHA HVTM A.S.S.A.S A Accordion Shutter.System For marks 3,4,&6 � ;' \CET S�' �� 1 L E C O T. ■ ■ ■ ■ Hv BLADES w/DR w/o Hv Y1tfVV aaDE No.44 - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na OESCRIPnON DATE DRAWN 6Y: M.P 8355 N.W.36N.24.EG.306.YIRGN4i G11E)ENS,iLORa)A 331E Association, Inc. I OLD 17-122 /6/202 DATE: 7/6/1020 np PNoce: 305 871-1530.Fax:(3a5 871-1531 West P West Roads Drive 1 DRAWING No s A' STATE OF ( ) ) w6�t Palm Beoch, FL 33407 a-m l: 100,10ool.cam 3 2 9 CA-0006719 Phone: (800)432-2204 Fax: (581)209-8380 4 20-1 69 WALTER A TWAT".P.E. s/..NA �'-1�C` `�/SIGNATURE/DATE FLORMA Ue.1 44167 6 11 SHEET E 20 MAXIMUM ANCHORS SPACING (in,) -1CHED I F FOR A -0.� MAX, SNIr1TIER SPAN ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AMD A GORRESURNI C MOUNTING TYPE FOR CONCRETE IN MI 1 eT10hS (SEE U01"NGS A S.C.D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -- - L POURED-CONCRETE..I BLUE TAP A WALL HEAD MOUNTING A WALL HEADER MOUNTING D WALL SILL DUNTING D WALL SRL' DUNTING C& WALL HEADER SILL TAPPER+ SPAN W/ W/ (g)WALL HEADER MOUNTING 54/ Wr 4 - MOUNTING / (N) A.S.D.061CN NEGTNE LOAD ASO.DESIGN NEGATIVE LOAD of A.S.D.DESIGN NEGATIVE LOAD paf ASD.DESIGN NEGATIVE LOAD >t A.S.D.DESIGN NEGATIVE LOAD AS.D.DESIGN NEDA7NE LOAD 30 40 60 73 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90112011601205 30 40 60 73 90 I20 1B0 201 JO 40 BO 75 90 120 160 205 30 40 60 75 90 110 11601205 3'-0' 14 12 10 9 a a 9 6 14 12 10 9 a 8 6 6 14 12 10 e 8 a 0 a 14 12 10 B e 8 6 - 14 12 10 9 8 e 6 53 e 8t7f 8 8 7 53 OR 14 12 10 9 e B 9 a 14 ,2 10 9 8 6 6 6 14 12 10 9 a B 6 6 14 12 10 9 8 e B S 14 12 10 B 8 0 8 8 B 9 B 8 B 63 14 12 10 9 a 8 e 6 14 12 10 9 8 e a 5 14 12 10 9 6 0 a 6 14 12 10 B a e 6 - 14 12 10 9 B a 8 6 8 8 B 6 B 7 14 12 10 9 8 8 6 4 14 12 10 9 a B 6 6 14 12 10 9 B B 8 a 14 12 10 B a 7 - - f4 12 10 9 8 7 35 - e a 8 7 SS 4 14 12 l0 9 a B 4s - to t2 to 9 e a e a to t2 10 9 s s e 6 t+ 4 m 9 a B - - 1♦ 12 10 9 a a 6 - a 9 a B es 5 • SEE ANCHOR 14 12 10 9 B 8 e 4 14 12 f0 9 B B 8 a 14 12 10 B B B 6 6 11 12 10 9 8 8 - - 14 12 10 9 B 8 B - B a 8 B 7 a.5 SPECIFICATIONS 5•-0• 14 12 10 9 8 8 4.5 - is 12 10 9 e e 8 S.5 1{ 11 10 B B B a 6 11 12 70 9 74 - - - 14 12 10 9 75 SS - - B 9S.543QN SHEET 13 f1 12 10 9 8 55 - - 74 72 10 9 B B 4S - 14 12 10 9 B 8 6 5 t4 12 10 9 8 3 - 14 12 10 9 8 7 B a 8 7 5 414 12 10 9 8 8 4 - 14 12 10 9 B a 6 33 14 12 10 9 B B 6 6 t4 12 10 9 a - - - 14 12 10 9 8 7.5 - B 8 B 73 5.8 4 14 72 f0 a 53 S - 14 12 10 9 e 8 45 - 14 12 10 e 8 e e 8 11 12 BS 73 4 - - - 11 12 93 73 BS 33 - 6 8 85 43 7.5 - 14 12 10 9 JMF:., ,k 12 10 e 9 a - - 14 12 10 9 0 0 S.5 35 14 12 10 4.5 - - 14 12 10 9 7.5 4 B B73 S34J 14 12 10 9 S 12 10 9 a B 4 - 14 11 fa B 9 8 e 5.9 1{ 12 10 5 - - - 14 12 10 9 B a,5 - B B 8 6 43 7,-0• I{ 12 10 B 8 11 10 9 a BS 3 - 14 12 f0 9 8 0 B - 14 12 9 43 - - - 74 12 a 83 73 - 8 0 8 6.5 S.S S 14 12 10 9 45 - 4 12 10 9 B 4 - - 14 12 10 9 a 7 4 - 14 12 f0 53 - - 11 12 10 8 fib - B B B 8 6S S 3.5 14 12 10 9 73&75 12 10 9 a 6 - - 14 12 10 9 B 8 8 - 14 12 10 e - - - - 14 12 fa aS 7 B B e tl 7 5 4 B•-0• 1{ 12 10 9 Sg 7 12 10 9 8 43 - - 14 12 10 9 B. a - - 14 11 7 - - - - 14 11 7 53 3.5 - - - 8 8 7 53 43 35 - - 14 12 10 53 3 - 12 10 9 e - - - /4 12 f0 B B 55 - - 14 12 85 D - - - 14 ,2 B5 7 4 8 B 8 7 33 ♦ 3 14 ,z to s s - t2 tD e B 4 - - 14 t2 10 9 B a - - tt 12 es - - - - - 14 72 as 73 4.5 - - - a e B 7s a 45 - - ♦SEE UM A71oN5 OF USE FOR 9,-0. 14 12 10 65 45 - 7.4 - - - 74 12 10 B 9 - - - 13 93 4 - e 83 6 - - - - B B 'fuS 3 1 3 - - BLADE 7A ON SHEET 19 14 12 a5 4 - - marks 4. - - - 14 12 to9 75 - - - ,4 1154.s For ll Mk s 73 e - - - - e e73 9 5 414 ,2 10 6 4 - 7 - - - 14 12 10 9 B - - - 14 12 5 B 6.3 - 8 8 a 63 53 4 10•-0e 14[12 9.5 5 3.5 - - - 14 12 10 9 5.3 - - - 14 12 ID B 9 - - - 15 8.5 - - - - - - 1.5 83 83 - - - - e 8 S5 4.5 33 - - - 14 5.5 J - - - - 14 12 70 8 J - - - 1{ 12 ID 9 8 - - - 14 10S 3 - - 14 105 7 JS - B 0 7 33 43 JS - - 14 9 4.5 J - - - f4 12 10 9 6 - - - 14 ,2 10 B a - - - 14 11 - - - - _ - 14 11 73 - - _ - B 9 75 B 9 11, 14 7 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 05I - - - - - 03 8 a - - - 9 B 5 4 35 - - - ,4 4 - - - - - 11 12 10 - - - - - 14 12 10 - - - - _ 2.5 - - - - - 25 95 8 8 814 8.5 - - - - 14 72 ID - - - - - 14 12 10 - - - - - J3 - - - 1{ 10 7 - - - - - e 8 7 33 4312'-0' 14 SS - - - - - 1{ 1210 - - - - - 14 12 10 - - - - - 9.5 - - - - - 95 7 35 - - - - - 8 7 45 3S J 14 3 - - - - - 14 12 8 - - - - - 14 12 10 - - - - - 13 - - 15&5 4 _ - - B e 33 43 4 - - - 14 5 - - - - - 14 12 10 - - - - - 14. 12 10 - - - - - 23 - - - 33 1 - - - _ 8 8 9 S ♦014 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 9 - - - - - 9 a3 - - - - - - a 63 45 3.5 3 - _ - 14 IO - - - - - - 14 12 - - - - - - 14 12 - - - - - - 05 05 6 - - _ - 6 8 3 4 33 - - - 14 12 - - - - - - 14 12 - - - - - - 14 11 - - - - - _ 1S - - - 1.5 a9 - - - - _ - a 8 SS 45 - _ - 1{ _ _ - _ 14 12 - - - - - - 14 12 - - - - - - a B e - - - - - a 6 4 7 _ _ - 14•-0� 14 7 - _ _ _ - - 14 12 _ _ _ _ _ _ 14 12 - - - - - 10 _ _ _ _ - _ 10 73j=:E- - - E 7.5 S 4 J4 „5 - - - - - - ,4 ,2 - - - - - - ,4 12 - - - - - - 0.5 - - - _ _ D3 0tls (1� HV BLADE OR n HV BLADE 15•-0. - - - - - - - 74 - - - - - - - 14 - - - - - - - 7:5 - - - - - - 7.5 - - - - - 7.a 63 33 3 - - - - ,4 - - - - - - - 11 - - - - - - - ,4 _ _ _ _ _ _ _ g - - - - - - - - - - - 6 7 s31s 7 - Wf 1A HV WINDOW BLADE t4 - - - - - - - 14 - - - - - - - �{ - - - - - - - to - - - - - tD - - - - - e zs s 4 - - - - 14 _ _ _ _ _ _ _ ,4 _ _ _ _ _ _ _ 14 _ - _ _ _ _ _ 7 _ _ _ _ _ 7 _ _ _ _ _ 7 55 73WORKING IN UNISON 14 - _ _ _ _ _ _ 7{ _ _ _ _ _ _ _ 14 _ _ - - _ g _ _ _ _ _ 8 65 4 3.5 _ _ _ 14 - - - - - - - 14 - - - - - - - t4 - - - - - - - 93 - 93 - B 7 a3 1 I ®FLORIDA BUILDING CODE (High VelocityHurricane Zone W 2020 TILTECO,INC. 2020 EASTERN METAL SUPPLY,INC. I BERTHA HVTM ;'�?�'��CEN F •,9'<,: A S Accordion Shutter System �. Hv. axx 1 w/OR w/o H aw MACE n No.44167RV.Wir American Shutter Systems REV.N4 DESCRIPTION DATE DRAWN BY. M,p _fir; *• TIWT TESTING & ENGINEERING COMPANY J55• 6 N.N.361A.SL,Ste.30,VIRGWA GARDENS,FLORIDA 3316 Association, Inc. I OLD 17-122 /s/2a2 DATE- 7/6/292D o' STATE F Ph-• 30S 871-1530,Fa 4268 West Roads Drive s�•• ( NN .:(sos)e7t-Ism 2 F( P moil:tCbw6aol.cam West Pohn Beach, FL 33407 3 DRAWING No �����5,,••�Ri `���\ cw- WALIER A00l197R 1J9 Phone: (800)432-2204 Fax: (561)209-8380 20-169 4 A7jS/ SEAL/SIGNATURE/DATE FLORIDA UC.P 1674111D s SHEET 2 20 MAXIMUM ANCHOR* SPACING (in.) 9-CHEDULE FOR A GIVEN MAX, SHUTTER spAN. DESIGN_NEGITNE LOAD AND A CORRESPONDING MOUNDNT'TYPE FOR CONCRETE INST I I ATIONS *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTI'NCS E.D,&H ON SHEETS G.&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED C1111LREIE (A) TO EKISONG POURED CONCRETE:(Min.rc-3 WI) MAXIMUM t�E WALL SILL MOUNTING ©CEILING MOUNNNG H)FLOOR MOUNTING ANCHORS SPACING LEGEND - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX.(M]m Yc-3 Msi) (� A.S.D.DESIGN NEGATIVE LOAD(pat A.S.D.DESIGN NEGATIVE LOAD Dsf AS.D.DESIGN NEGA LOAD(Pat) - - - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.1'c=3 i i) 30 140 160 17.5 190 120 160 205 30 140 160 175 90 112011601205130 1 40 60 175 190 112011601205 TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(M In.f'c-2 kaT) 14 12 10 9 e e 6 5S to 12 f0 9 e 8 5 e 1, 12 10 9 8 8 6 g THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTID BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY OTHER APPRCVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. [Min.rc-3 ksi) 3-0' - - - 14 12 10 9 8 8 6 6 ALL PONrs SOLID-SET NOTES: OR 14 12 to 9 8 e 8 8 11 12 10 9 e e 8 6 14 12 10 8 8 e 6 S BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS fa 72 10 9 e 8 6 7 id 12 to 9 6 a 8 e 14 12 t0 e e 8 6 6 TAPPER+ 1 3/4".AND FCR BLUE TAP W/CAP ANCHORS IS t 1/2". 14 12 10 9 8 7 5.5 3.5 14 12 10 9 6 8 6 6 14 12 10 9 8 B 6 5 4•_0- - - - - - - - - - - - - - - - - 14 12 10 9 8 8 6 5.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 6 4 14 12 t0 9 8 6 6 4.5 14 t2 10 9 B 6 4 7.5 INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 to 9 e e 8 4.5 14 12 10 9 e e 8 3.5 14 12 10 9 e e e IS 1'MINMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.515.5 33 - 14 12 10 9 8 B 6 3 14 12 10 9 6 7 SS 4 SFE L611rARONS OF USE FOR - - - - 14 12 10 9 B B 6 45 BLADE©�SfffE'f t9 A.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 10 9 8 6S S 35 14 /2 f0 0 BS s 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 72 70 9 e 7S 4.5 - 14 12 lO 9 e B 6 45 14 12 10 9 e B 43 75 NOTES A7)&A2)ASCVE.FOR INSTALLATIONS ON VINYL SDING OR El WTTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 B.5 7S B.S 4.5 - 14 12 10 B 0 7S 55 4 14 12 10 9 B 6 0.5 7.3 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A 14 12 10 9 8 6.5 5 3.5 6'-0' - - - - (B) TO EXISTING CONCRETE BLOCK:(ASTEd C-90) 14 f2 to a Zs 55 3 - t4 12 t0 85 7 55 1 s 14 12 6 8.5 ss ♦ J - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 a B a 0 .- - 14 12 10 9 e 6.5 . 7..5 14 12 10 8 e 5 4 - - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 74 12 6 es S.S 3 - - - 12 - B B - 45 - 14 12 10 e 7 5 3.5 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 7•_0• - - - - - - - - - - - - 5 . - - 14 0. f0 . 75 3.5 4 3 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY t4 12 10 a BS , - - 14 12 9 7S 6 45 35 - 14 10.5 7 55 45 J.3 - - OTHER APPROVED LICENSED CR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. /4 12 10 8.5 7 4 - 14 72 10 9 7S 5.5 4 14 12 9 7 75 45 - 14 11 7 1.5414.51- - 14 12 ID 9 7.5 55 4 - 14 12 9 7 8 4.5 3 NOTES: - - - - - - - 14 12 10 8 6.5 5 35 - 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 85 7 ss 3 - - 14 12 a 6.5 56 4 3 2.3 S.5 B 5 4 3 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 1/ 12 93 75 6 - - - 14 1219.51 95 B B5 5 - 14 112 8 6 6.5 4 13 9.5 6S 5 3.5 - - - 14 12 70 a 6.5 5 - - 14 12 0 6.5 5 4 - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED PRO THE CONCRETE BLOCK.NO y_G• - - - - - - - - - - - - - 14 12 8.5 7 55 4 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 115 7.5 6 a - 14 11 7 B5 5 3S - - 11 8 5.5 4.5 3.5 - EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 9.5 45 - - - 14 12 BS 7 53 4 - - 14 1" 7 5.5 6 45 - 71.5 8.5 SS 4 - - 14 12 9 7 B 4.5 - - 14 11 7 55 4.5 J5 - _ B.3)M CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. - - - - - - - - - - - - - - 14 12 8 8 5 4 _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH 11iE MAIN STRUCTURE BEHIND 54D WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10'-0' t4 10S 7 5 SS - - u 95 8.5 5 4 3 - 10 73 5 / J _ _ _ N07ES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER _ _ _ _ _ _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 I7 7S 55 - - 14 11.5 9 B 5 4 2.5 9S 8 5 4 4 0.5 B 5 - - - - - 14 72 B 65 SS 4 - - 1J 10 B: 54 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER _ _ _ _ _ _ _ _ _ _ _ _ _ - 14 10.5 7 5S 45 &5 - 2.5 9.5 5 - - - - - 12 B 8 4.5 4 3 - - 9 7 45 3.5 3 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 7 - 14 105 7 15.514.5 - 1.5 B.5 55 4.5 .75 9.5 7 r - - - - f1 115 7.3 8 5 12 B 8 43 4 - - 12'-0' - - - - - 1. - - - - - - 13 to g.s 5 4EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 8.5 - - - - - it 8 5b 4 3S - - - B 6 4 3 - - - - MNOMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 95 - - - - - 13 L 15 5 4 - - - JIM 8 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 65 - - 14 IDS 7 55 4.5 - 11 8.5 3T-4-5-S-5=== REDUCED SPACING OBTAINED(USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 12 9 6 1.5 4 13'-0' 05 6 - - - - - - fD -5 5 4 3 - - - 75 55 4 3 - - - - ACTUAL WCONW/AI)VAMED_THREADFOW FACTOR TAPPER+ 2s- - - - - - - Iz 9 6 4.54 - - - 9.3 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP 8 B - 13 95 5.3 5 - 0.5 7.5 5 4 H D O DICTANCE MIN.SPACING MIN.SPACING 14'-0" - - - - - - - - - - 11 8.5 &5 4.5 - - - - E.D. 3' 4' MIN.SPACING-3 1/2" MIN.SPACING-3' 3 3/4' 4• 10 7.5 4.5 3.5 - - - - 7 5 Jr.-, 3 - - - - BLADE FOURID COAV3TE CONCRETE BOOK POURED CONCRETE& POURED CONCRETE& P0�OOt�IE COMPETE FEDOC 11.8 e - - - - - - 11 B &5 4.5 - - - - 9 es 4.3 - - - - - HV WI DOW MR FJL•31/2' MR EM-2 I/2' CU LC�SBLOCK LIK CONCRETE BL CK HN E0.,31/2' MN ED.•2 1/7 75 - _ - - - - - 12 B 6 - _ _ _ _ 93 7 ,.s - - - - - BLADE WORKING 3• o.BD t.o o.7B t.o o.e4 t.D 15'-O' - 0.5 0 5 - - - = 2 1 2' 0.61 1.0 9 _ _ _ _ _ _ _ 8.3 8.5 4 _ _ _ _ _ 8.5 5 3 _ _ _ _ _ - - 0.67 1.0 10 - - o5 6 5 - - 6.5 6 4 = _ _ IN UNISON ♦ 2' 0.71 Ost 7 5.5 _ _ _ _ _ B BS 45 _ _ _ _ _ 1 3/4' l®+®0wa9a14s� _ _ _ 0.43 _ 16'-0' - - 1 1/2• e 8 6 4 6 45 3 11.3 - - - - - - - 9.5 7 s - - - - - B `6 1 a 1- - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. yaP��vcE' F r��,; BERTHAHVTM A. S.A■ Accordion Shutter System No.44 H.V. S ADE#1 W/CR W/O H.V. WINDOW BLADE :'*= 7ILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVSro DESCRIPTION DATE DRAWN BY: MA Tt: Association Inc. 1 OLD 17-122 W53 N.W.]8N.6L,St.]04 NRONU C"WDE715,ROR,OA J]19 . /6/2 DATE. 7/6/2020 i o'• STATE OF J ( st P West Roads D334 Phone:(J0.5)B7f-1330.Fax: 305 71-1531 2 F� P �� a-mall:Ultec6719 om West Palm Beach, FL 33407 3 DRAWING No ,4�••,, I)R G-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 20-169 WALTER A.71UUT Jr.P.E 4 /sS/ONAt���SEAL/SICNANRE/DATE FLORIpA U.g 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GR� MAX cH rrTt,z PAN D DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCgErE INSTALLATION,; (SEE MOUNTINGS I.J.N&L ON SHEET 7) POURED CONCRETE "XIMT wauc ov1R& n 7IENCH ANCHORS SPACING LEGEND SPAN MDv JQ RAINGUARD MOUNTING -(E)WALL/FLOOR MOUNTING ©WALL/WAIX OVER MOUNTING TAPCON Wf(H ADVANCED PA AS.D.DESIGN NEGATIVE LOAD_(Paf) ASA.DESIGN NEGATIVE LOAD(psf) ASJ3.OE51ON NEGATIVE LOAD(psf) A&p.OESION NEGATIVE LOAD(p4f) TTAPGOFORM TECHNOLOGY 30 40 60175190 120 16O 205 30 40, 60, 75 90 12O 16D 205 30 40 60 75 00 120 160 205 30 40 6D 75 00 120 160 205 14 12 10 1 9 1 8 5 6 6 12 12 12 12 12 1S BS t5 7 7 7 7 7 7 7 55 5 S 9 5 S 5 5 5 ALL POINTS SOLID-SEr 14 12 to 9 9 B 6 s 12 t2. 11 12 12 12 es 7 7 7 7 7 7 7 7 7 5 S 5 1, s 5 S 5 BLUE TAP R LESS 14 12 10 9 8 6 6 6 12 12 12 1210.5 8 6 45 7 7 7 7 7 7 7 A 5 5 5 5 S 5 5 9 TAPPER+ 14 11 10 B '8 e B 6 12 12 11 12 12 10 7.5 8 7 7 7 7 7 7 7 7 S 5 5 a 5 5 5 5 14 12 10 9 le 8 a a 12 72 12 12 11.5&5 8.5 S 7 7 7 7 7 7 55 4 5 5 3 5 3 S 5 4 4'-0' 14 12 10 9 a a 8 6 12 12 12 12 12 9.5 7 15 7 7 7 7 7 7 7 7 5 S 5 5 5 5 S 5 14 72 10 9 B 6 6 8 12 12 12 9.5 8 6 4,$ 3.5 7 7 7 7 7 7 BS 5 5 5 5 5 5 S 5 5 14 11 10 9 .8 e 6 B 12 12 11 13 10 7.S SS 9 7 7 7 7 7 7 7 55 5 5 5 5 5 5 3 5 14 12 10 9 8 8 6 e 12 12 12 11 e 7 S 4 7 7 7 7 7 3S 4 3 5 S S 3 5 S 4 3 14 12 10 9 B 8 8 6 12 12 12 12 70 7.5 SS 4 7 7 7 7 7 7 7 7 S S S 3 5 5 5 5 14 12 10 9 8 6 6 6 12 12 95 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 15 5 9 5 5 S 5 5 4 14 12 10 9 a b 8 B 12 12 12 9.5 a 6 4.5 - 7 1 ') 7 7 7 SS 4 5 3 5 5 S 1 3 5 4 * SEE ANCHOR 14 12 10 9 8 a 1 6 1 8 12 12 11.5 9 17.5 1&5 4 3 7 7 7 7 7 4.5 15 - 3 1 5 5 5 5 4.5 13 - SPECIFICATIONS 6'-0' 14 12 10 9 8 9 a e 12 12 12 10 a a -3 3s 7 7 7 7 7 •7 7 7 s 6 s s 5 a s s ON SHEET 13 74 12 10 9 a e e 6 12 12 B 6 5 4 3 - 7 7 7 7 7 S.y 4 5 5 5 5 5 S 4 S 14 12 10 9 a a 6 8 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4S - 5 S 8 S S S 4.5 14 12 10 9 a 8 I 6 e 12 12 10 8 5,6 5 J.3 - 7 7 7 65 SS 4 5 3 S 3 5 4 3 7'-0' 14 12 10 9 B 8 6 6 12 12 12 65 7 , 4 3 1 7 7 7 7 7 7 8 S S S 5 5 5 5 S 14 12 10 8 6 a 1 6 6 12 10 65 6 4S 3 - 7 7 7 7 BS S 3 6 S $ $ $ 6 3.5 J tt 12 to 9 B e e B 12 t2 ss 7 ss 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 s 4 - 0 VAUD ONLY FOR UP TO +70, -75 li 12 10 8 a e e - 12 12 BS 7 55 4 3 - 7 7 7 5s 4.5 3 - - s 5 $ s as 35 - PSF AS.D. DESIGN PRESSURE 8•_0• 14 12 10 9 8 e 6 - 12 12 0.5 7S 6 4.5 3S - 7 7 7 7 7 7 7 4 S s 5 5 5 5 5 s RATING & FOR SPANS PER 14 12 10 a a e s - 12 9 a 45 a 7 - - 7 7 7 7 ys 4 - - s s s 5 6 4 J - SCHEDULE /{4, SHEET 11 14 12 10 9 0 8 6 - 12 11 7S a 5 .75 - 7 7 7 75 B 4.5 - 5 3 S 5 5 4.5 - 4 12 10 6 a 8 - - 12 15 7-S 6 5 15 - 7 7 aS 5 4 5 5 a 5 4 3 14 12 10 9 e a - - 12 12 9.5 65 SS 4 3 - 7 7 7 7 7 7 a J 5 5 5 5� 5 5 5 5 14 12 10 9 8 8 - - 0.5 8 5 4 3S - - - 7 7 7 5 5 35 - 5 5 5 5 5 4 J 14 12 10 9 a a - 12 10 6S 5 4S - 7 7 7 15 5,5 - 5 5 5 S 5 4 14 12 10 9 8 8 - - 1110.517 5.5 4.5 15 - 7 7 SS 4S JS - - - 9 S S 4.S JS - - _ 10'-O.14 12 10 B 8 e - - 72 11 aS 5 S J.5 - - 7 7 7 7 7 7 43 - 5 5 S 5 S 9 5 45 14 12 10 9 8 8 - - 9.5 7 45 ].5 3 - 7 7 7 5.5 4.5 - 5 S S S 45 15 14 12 10 9 8 8 - - 12 B 8 5 4 - - 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 - - 12 9.5 6 5 4 3 7 7 5 4 ! 5 5 5 4 3.5 - 11•-0,14 12 10 9 e a - - 12 10 7 55 4.5 15 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 11 10 9 e 8 - - B.3 8.3 , „ 3 _ _ _ 7 7 6 5 , _ _ _ 5 5 S S . J - - H V BLADE ONLY 14 12 10 9 a a - - 11 a 5.5 4 - - - - 7 7 7 5.5 4.3 - - - S 5 5 5 4S - - 14 12 10 9 8 - - - 1S 8,5 55 4,5 Ls - - - 7 7 45 S.S - - - - 5 3 {.5 JS J 12'-0.14 13 10 9 8 - - - 12 05 65 5 4 J - - 7 7 7 7 7 6 3 S S 5 S S 9 6.S 35 14 12 1D 9 0 7 7 SS 4.53.5 - 5 5 5 45 4 3 14 12 10 9 B - - - 10 7.5 5 4 - - - 7 7 B 5 5 S S S 4 14 12 10 9 8 - - - 10.5 a 5 4 15 - 7 6.5 4.5 3.5 - 5 5 4.5 JS J 1 J'_O.14 12 10 9 a 11.5 8.5 6 4.5 3.53 - - 7 7 7 7 7 4S - - 5 S 3 3 5 S 4.5 3.5 14 12 10 9 e - - - 7 SS JS 3 7 7 5 4 3 5 5 S 4 3 14 12 10 9 8 - - - 9 7 4.5 .75 - - - 7 7 55 4.5 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - - - - 10 75 5 4 3 7 6 4 3 5 5 4 S 14'-0`14 /2 10 9 - - - - 0.5 a 6.5 4 34 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 S 4 J 14 12 10 9 - - - - 6.5 5 7 - - - 7 7 S 3.S - 7 S S 4 14 12 10 9 - - - - BS 6S 4 7 7 5 4 - - - S 3 5 4 14 12 10 - - - - - 9 7 45 35 3 - - _ 7 5.5 J.5 - - - - - 5 5 3.5 3 - - - - 15'-0'14 13 10 - - - - - 10 .5 5 7 7 7 7 7 15 - - S 5 9 fi 5 5 4 3 14 12 10 - - - - - e 4S J 7 7 45 J 5 5 4.5 35 - 14 12 10 - - - - - 8 8 4 - - _ - - 7 7 5' _ - - - 3 5 5 4 - _ t4 12 10 - - - - - 8.5 65 4 35 - - - - 7 7.5 JS - - - - - 5 5 3.5 - - - - - 16'-0'14 12 10 - - - - - 95 7 45 13 S - - - 7 7 7 7 6 3 - - 5 5 S 5 5 43 JS l4 12 70 - - - - - 6 4.5 3 - 7 6.3 4 3 5 4 JS 14 12 1a - - - - - 7.s ss .7s - - - t�- 7 7 as - - - - - 5 s 4.5 - - - - _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,1411 \`-[,•yTIi11:.P f��Tr///� ©2ozD nL1Eca.INC. `p`Y{17�1'�A t ©2020 EASTERN METAL SUPPLY, INC. 4 -- ..' BERTHA HVTM L E C O M,. �,S,S I.AI. Accordion Shutter System No.444 = H.V. BIADE#1 W/OR W/0 FLY.WINDOW BADE American Shutter S • TILUT TESTING & ENGINEERING COMPANY ystems pEV.N4 DE9eR0''poN DATE DRAWN 8t; yP '. easy N.W.36th.St..Ste.305,VIROM GARDENS,FLOROA 331 Association, Inc. I OLD 17-172 7/g/2020 DATE: 7/6/2020 Z A'.• wal OF �' Phone:(305)871-1530.Fox:(305)671-1531 4268 West Roads Drive 2 9 PI,O OP.;'�? a-mat:till...OPa.com West Palm Beach. FL 33407 3 DRAWING No )CA-0006719 Phone: 800 432-2204 . Fax: 561 209-8380 4 20-1 69 �i�F''•..... ••' 4/ FS WALTFF A 74UT Jr.P.E //ffS10N ;TLCO&AL/SIGNATURE/DATE FLORIDA Llc,g 44167 5 SHEET 6 14 OF 20 .•: � r.: ua, ma: � , , :111• ,..� .,� : ••::�'•,• , •,4 ,II, 11' •: •, :il a •. ,'1: :1•,. 00o m® Amon mm o m m om® 0000nm ®a�mmno®® mmmnom®o EMU" m� ® oo�mmn on�omm�oo An ®m�m A®d m®�OQ®0 mmi®m®m0mopp�f�im����nRom iiRlMMOwM ummm"Mmm m®in000d�0f©mOm00�mmm�l7 : : ��®6lEAM Eon OWN Kola l0®O pp mm "a" : Omm , m mmmE7WK20 ®0�0000 ®mm ®®mmOOppp®opppp0 iDWm�r0®®0 p� mmd®®��0m�000OO®0�©©©0p®OO �0•EimOmm©[7�1v�Rml�KMMH M [7�0�"MIKS mmOEAnOn6f®mO�NUM mmm0 m OmmORinOO mm0 C•O mmmn© o ®�a�onoopp9 �m�im� H=wpu r���m.�on000mIlan M � m®DDOOO mO0 O UH : Hm[7 mikAm00Md mmmi+l000 [k7mMi7 �00 ° DOD iLfmmOOnO Qf®O�aOn ��7©000ao g]�FfimpOO ®mm[fl000 ■]OmmnnO m00000 m®EL�7�]n©OiiO QIfID®ooCfn�[0®F�fooOo�m�m�©�JO ...m�®oOO�movoon�®��LEfOo� mmrmnrannommmmmcaoom r� r� e MUM am== m®OmL�7O®oemn mm"Mmmm am nr®mE1113nnM�oor�mmv0000��'m"Mill � �a9ovA �a nnns� . eye s no® nn a wino= vo® ors fllOVOp�pp7pd p p® ,�j p �OQOOQo��mmQO MMOORM!RM.'!LM'iWE INmKEIMMM 00 11CIII©O�QO ®MME00�00 mom®O�OOO R[�Ri'I"ME mm"On©nOOMMmOOOVOO�mmmmmmm nopopnpp o•anovopQnne esmm�ii m OoO 0oo===M onovp®©©f�On ®®R--OOOO��sus!!e�O�mKEIMMM��Od00����oO�O �oED== 8o ©OOvii� g gsee��mOm®®® =Or�mi nvo 0000iao monnoo�a�om000 56 �..AH ©�o�oB u��od�a� novo9o�oo Q 0 �©onon �onosao ,nn . �io000ommm pnponoovvodoQmm nnmm�nnnnnmoa�a000vnppon000mvonoiao ®H Ummn�Of�0pp0nOn0�R m"mm"�mO0000On�DOC•OnnOOgqnii�7nOO� ' , • • • 1 0 o pppp mO®©OOOn 0onipinQ0n00fi vO�i _ ®mgmu=ggUmmususualE®xfxfes�es�s�©®OOOOO�OAiiO�A0��000��� • ' • vAOOOOOJ �0� 0 IF MrE I_M, . , t M•1 G- 1 1 1 1 No.44 67 American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Association, Inc. TAT' Ph-:(30)871-15W.Fax:(W5)871-1531 West Palm Beach,FIL •� 1 1 _ , • 0—� WALTER A. rLLr P. 1 0== • , _r= MAXIMUM DESIGN PRESSURE RATING (p•s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING an.) SCHEDULE FOR A GIVEN MAX. SHUT(ER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUMING TYPE. (SEE MOUNTINGS ON SHEETS 18&17). U E==4 !E�;T Fc AT E_ SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH // IN o. SPRUCE PINE SP PINE 1/2" MIN. COX M%U LAS MIN. FIR W/5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.Gm0.50 W/ MIN. G=0.43 W MIN. Gm0.36 MAXPA SPAN WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&v S&v S&v Asa D310N IBmE IRmR mC Asa rtsu®:aE TTmH RaD Am avm aurae PRmRL LER't tsa Gw Nasr 04mff ium mom N71mL BFina Rae W ASA mn mm P;wx wK ASa mw NAAE RQ296E vcc Asa m H6aE 1939R t1DG Asa®m N3ATA FO M FR716 30 40 60 75 90 05 30 40 60 75 90 m 30 40 fi0 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 6075 90 OS 30 40 6075 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS -0'OR 12 10 O 9 8 8 6 6 6 6 6 8 12 10 10 9 8 8 8 6 6 6 8 6 72 10 10 9 8 8 6 6 6 6 6. 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 72 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 8 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 72 12 12 12 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 1019 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5. 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 fi 6 6 .5 5 4.5 12 10 10 9 6 3.5 fi 6 6 8 5 4.5 B 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 8.5 4 8 6 8 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12.12 12 10..12 12 12 0.5 8.5 7.5 8'-0- 12 10 10 7.5 4:5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 8 5 .5 .5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 8.5 9'-0' 12 10 10 5 3.5 - 6 8 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 1 9.5 0.5 12 12 10 8 6.5 5.5 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 J - 6 6 4 1.5 3 - 6 5 - 12 12 12 12 15 9.5 12 12 12 10 8.5 7.5 12 12 9 7 6 5 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 55 3.5- - 12 10 - 6 .5 4 - 6 5 - - - 12 12 12 12 10 85 12 12 1219.5 8 7 12 12 8 6.5 5.5 4.5 I r-O' 12 10 4.5 - - 6 0 �4 = - 12 10 3.5- - 6 '5 31 - 12 10 - 6 5 3.5- - 6 5 - - - 12 12 12 1. 9.5 8 12 12 11 8.517 6 12 1.57.5 6 5 4 13•-0' 12 10 - - 6 6 - 12 10 - - 6 4.5 - - 12 75 - - - 6 4.5 - 6 4.5 - - 12 12 12 10. &5 75 12 12 10 8 6.5 5.5 12 0.5 7 55 4.5 4 10 - 6 5.5 - - 12 7 .5 4.5 - - 12 7 - .5 4.5 12 12 12 .5 8 6 12 12 9,517.515 4.5 12 B. 6.5 5 4 3 - - - - 5 - 6 - - - - - 12 12 11 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - i6'-0' 6 - - 12 - - - - - 5 - - 1. - 6 - - - - - 12 12 10.2.516.5 4 12 12 8 6.5 S 3 11. 8.5 5.6 4.5 3.5- n HV BLADE OR n HV BLADE W/ IAA HV WINDOW BLADE WORKING IN UNISON® ♦SEE fA1 ABONS Of USE fOR BLADE 80N SI IR t NOTES ON ANCHORS REQUIREMENTS. WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FTILLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE N.2 W/G=0.55(N.DS) -1/4-0 TAPCON ANCHORS.AS MANUFACTURED By Lr.W.BU6DEx W/MINIMUM EMBEDMENT AS INDICATED AT :DOUGIAS FIR W/0=0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PBIE FIR NORTH W/r, 43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.38(N.O.S.) -WDL 1/2'COX PLYWOOD(1985 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2a18 SPEonr vows. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY,INC. .. Et SF'.'P BERTHA HVTM s7 - E C O ,N.. A■S■S■A■ Accordion Shutter System No.4 ;*= H.v. aADE y1 w/DR W/o H.V. v�NDcruv aADE *; TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. MP OFAssociation, Inc. I an 17-122 /6/202 DATE: 7/e/2o2o z o'•, STA ass N.W.w 36 R sL s e.3Ds,vwcmu cARDEns.FID aoA ss+ Phone: 305 1 1530.Fox: 3051871-1531 4268 West Roads Drive 2 DRAWING No ( �aN Ullrsoeaol.own West Palm Beach, FL 33407 3 e N'� WALTEfiA ORL617f19r PE Phone: (800)432-2204 . Fox: (561)209-8380 4 i";I#nq1 LtLWPT SEAL/SIGNAMRE/DATE FLORIDA Ue.0 44167 B 16H OF 20 _INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 sf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & A.S.D. 1/4.0 TAPCON WITH ADVANCED D S GN PRESSURE RATING FOR INSTALLATIONWITH B & _ WORKING IN UNISO THREADFORM TECHNOLOGY W/ I 1/2'Nin.PENETRATION 1/4'm TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1 2"Min.PENETRATION EXISTING WOOD HEADER. / (SEE SCHEDULE ON SHEET 15) I OF THREADED AREA TO I A9N SFPA110N I QOR i�• EXISTING WOOD HEADER. I TO GAS SEE 'I (SEE SCHEDULE ON SHEET 15) 4 1'w"• 1/410-20x3/4'S.S.MACHINE SCREWS EXISTING I 19�OR W/ 1/4• 20 NUTS 0 12'O.C. GLASS-•4 ' �® w ` a` •i• 1 ORO I WALL ._add I III t FlNRSH I FINISH o�i•� I ��I�—OPRONAL I GRO \ 'r EXISTING MIN. I� - Wes- I ^� - FINISH �i o -2"x4'WOOD Opg ®� 1 •:.^•'°' "w,EXISTING MIN. HEADER REQUIRED `I I — t 2"x4"WOOD I ?%• 1/4'm TAPCON WITH ADVANCED EXISTING MN SLFAW.BCN I I HEADER REQUIRED (jJ THIR FORM TECHNOLOGY EAD ,l W/1 j/"Mir.PENETRATION C TO G-ASS(SEE MIN.SEPARATION I ( 2"x4'CONT.SILL lI SCHET%AE W TO GLASS PLATE REO.O. OF THREADED AREA 11 FOR BIAGELI INID I EXISTING (SEE SCHEDULE �,� (SEE SCHEDULE D WOOD PLATE.. MI ON 19 FR2 GLASS-'9 ON SHEET 11) (SEE SCNIDULE ON STiFPT 18) BU2�5 & 1 I � OHV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OHV WAL SILL INSTALLATION MIN.SEPARATION I - EXISTING Y MIN.SEPARATION GLASSI TO GLASS t GLASS—I—I -MIN.SEPARATION i IO (SFF SCHEDULE 1 �`—^(SEE SCHEDULE Y TO GLASS EXISTING /Y ) x EXISTING ON SHEET 11) WOOD PLATE (SEE SCHEDULE GLtSY; ON SHEET 11 ' . ON SHEET 11 f REO•D.-1 ) I 1/4'm-20x3/4'S.S. 9 1/4'm-7Ax3/4'S.S. MACHINE SCREWS MACHINE SCREWS W/ I I 9 USING 1/4'-20 NUTS I� t. 1 4'-20 NUTS 0 _ WALL 12'O.C. 1 0 12'O.C. I I FINISH 1 OR 18 4 1 OR CR 18 a5•.• O 1 oR 1 1 2'x4'CONT. L I ^•� x'i OR 1® WOOD PLATE I Ey REO•D. 1 - �i 1/4"m TAPCON WITH ADVANCED ` I THRFADFORM TECHNOLOGY 1/{'o TAPCON WRH ADVANCED I 1 1/4'm TAPCON Winl ADVANCED W 1 2•Mtn.PENETRATION OF THREADFORM TECHNOLOGY ��. :ti 7HRFADFORM TECHNOLOGY _ � CONT TFffREA/0£D AREA INTO PLYWOOD. I W/1/2'Min,PENETPATION OF 1-SEE SHEET 4 FOR TYPICAL SILL•P(ATE ,-F1I\ � W/ 1 1/2'Nin.PENETRATION (SEE SCHEDULE ON SHEEP 15) �-Y THREADED PREA INTO PLYW000. SHUTTER ASS AREA 0 EMBLY. REO•D. '­� �YIALL MlDW1DTI4 OOF F WOOD PLATE. (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIDNS CAN BE EXISTING MIN. 2'x4'STUDS FINISH (SEE SCHEDULE ON SHEET 15) 0 16.O.C.MAX.REO'0. COMBINE)IN ANY WAY TO 1/2'MM.CO%PLYWOOD REO•D. PLYWOOD TO BE ATTACHED TO 1/2'MIN.COX WALL FINISH SUIT ANY INSTALLATION. EXISDNG MIN.2'x4'STUDS 0 16"O.C.MA%.REO'D. STUDS IN ACCORDANCE WITH PLMOO REO'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE U 11S OF USE OF WI[H SECTION 2322 OF THE F.B.C. BIADE�ON SHEEP 19 ©HV WALL SILL INSTALLATION ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone ) 11 IItI�II�I rrAAAi ®zozD nLTEco. INC. 02020 EASTERN METAL SUPPLY. INC. �,.,`���•�..... !t✓�,,,�� A S S A BERTHA HVTM �L E C O .Nc. , , � Accordion Shutter System FLV. B(i1DE#1 W/OR W/O HV.NINDON BLADE No.QQ� 7 = American Shutter Systems RLY.Nc DESCRIPTION DATE DRAWN BY: N.P * c TILUT TESTING & ENGINEERING COMPANY ASSOOIatiOn. Inc. I am 17-122 /6/2az DATE` 7/6/2020 S* 03W N.W.36A SL,V..305.Ynp!RA GARDENS,nAWOA 3316 ' STATE F /f�fia 426B West Rd Drive Phon6:(305)871-1530.Fax:(305)871-1531 oas Dry 2 DRAWING No A'•. .-m.R:Lilts*W.com West Palm Beach, EL 33407 3 S'' FCDR1, P• CA-0006719 Phan.: (800)432-2204 . Fax: (551)209-8380 { 20-169 �i,0�:•., ` WALTER A TILUT Jr.RE SEAL/SIGNATURE/DATE FLORIDA Lic.Q 44167 a ifi OF 20 i i Iil INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (g HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1�ONLY SHALL BE LIMITED TO. 05.E DO. A.S.D DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN rWALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE i)& A WORKING IN UNISON / 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2'Min. 4"x8"(Min.)EXISTING— EQ EQ 2'MM. EDGE(IF APPLICABLE) PENETRATION OF THREADED WOOD BEAM REWIRED. 8 STRUCTURAL ADEQUACY AREA TO EXISTING W000 i -�-- HEADER• 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM —.•'L— \(SEE SCHEDULE ON SHEEP 15) PHIWPS TRUSS HEAD 70 BE CERTIFIED BY �. _ EXISTING WOOD 1'Min. REGISTERED ENGINEER OR&E -VE/ TRUSSES OR ACHINE SCREWS ARCFIffECT PRIOR TO 1/2° 1 RAFTER O 24' - 19 EO EQ- W/ 1/4"-20 NUTS SHUTTER INPR.I ION. a /2• O.C.REQUIRED r i 1/4.0 TAPCON WITH--- OR @ ADVANCED THREADFOR i ~ TECHNOLOGY W/ 1 1/2"Min. '� .• EXISTING SOFFIT - l 7� PENETRATION OF THREADED 3/4"Max.TNK. z\ I 1 Mox• AREA TO EXISTING W000 B �i4x3/4' EQ EQ 1'x{°xl/8'CONT.ALUM.TUBE w z �' I PTIONAL (SEE SCHEDULE ON SHEET 15) EO-tE0 S.N.S. _ (6083-Te ALLOY)W/ (3)5/16°0 LAG SCREWS TO r •' I © © 11 or 1©or 15 EACH RAFTER OR TRUSS. or 1 or 5 I LOCATE LAG SCREWS AT I EXISTING MIN 2"x4" I 1 I 1I I MIDWIOTH OF EXISTING WOOD EXISTING-1 I MEMBER,(2"Min.NOMINAL WIDTH) HEADER READ MIN,SEPARATION I OPEN HOLE AT EACH W/2"Mn.PENETRATION OF GLAss IL 1 (SEE SCHEDU ON SHEET 11) EXISTING I SPUD TO ACCEPT III I THREADED AREA VAJD FOR GLASS) 5/1 CENTER LAG SCREW Illlll(y0y00Rpplllllll000j]I]I]T INSTALLATIONS.AS.D.D WITH 72 peT AT CENTER OF TUBE. MAX.A5.0.DESIGN LOAD MID MK 4PAPRION I 9•-0"MAX.SPAN.THIS n7 aAs(sFf I CLAM(SEE M•L INSTALLATION IS ONLY VALID OHV WALL HEADER INSTALLATION +1 y w EXISTING -1salm"ON I I FOR WGRAVIT o osoIns oEuans I "A"'(D&9 GAS^L 1w 1a FUR BLADE1 1 OR O FIR OR SOUTHERN PINE No,2, ' 1 OR®♦ I EAaEs 10d® ® OR EQUAL 1-SEE SHEET 4 FOR 1YPICAL SHUTTER ASSEMBLY, NOTES 2-MOUNTING SECTIONS CAN BE COMBINED w ANY war 7o suR ANY INST`ALunoN. (Y)HV CEILING INSTALLATION O HV CEILING INSTALLATION I MIN.SEPARATION / I i5.eaull:ON i OR ®� IMIN.TOEPLR I I G (SEE SCHEDULE ONLASSSHEET 11) - 1 EXISTING I aB 0 0 I DE (SEE SHEEET 11) I I 1 \`I � I I I I I I I I I ANCH R I I EXRTNG I B I I 1 WALL Ah I I I LOCATION GLAS� I I I!I 2'x6'NM.WOOD I � 1/4'_ r 7 WASH#IOx 4'HIX (NODEC%FIN SHI ALLOWED IRED Max. IYASHER HFAO TEK2x6'MIN.WOOD SCREWS O 12'o.c 13 OR® DECK REON N; _FINISH ALLOWED IFroGAPPLICABLE 2 r _.LEQEQ 1/4 20x3/4"SS EDGE LI DECK cPCON WITH 1' PHR.LIPS TRUSS HEADIF APPLICABLE _ 1/{'a F.H. HREADFTAPCON WITH D THREADFORM wn. MACHINE SCREWS EDGE ADVANCED THREADFORM OGY W/1 1/2'Nin. W/1/4'-20 NUTS 2°MIN. 2 NIA. OF �� TECHNOLOGY W 1 1/2°Mn. ON OF THREADED O 12'O.C. DECK IF PENETRATION O�THREADED M]OWIDTH OF W000 1/4°0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY . APPLICABLE -2'MIN. AREA O MOWIDTH OF WOOD PLATERED: . W/ 1 1/2"Min,PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) `":I (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15) •SEE L1vIRATIONS OF USE OF BLADE UV SHEET 19 QX HV WALK—OVER INSTALLATION r QV HV WALL SILL INSTALLATION WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zane (1`�Il t DIY/7�A 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM L E C O N Accordion.Shutter System NO.441 7 = H.V.BIADE#1 W/OR W/O H.V.WINDOW SLAM JC TILLLT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Nc DESCRIPTION DATE DRAWN BY. N,p *•: �y� ' e305 N.W.38N.St.Ste.3M.V=KA GARDENS.FLORIDA 3316 AseOClatlOn. Inc. 1 OLD 17-122 /6/202 DATE 7/6/2020 Z.O'•, `STATE F '�K/ Phone:(305)571-I330.Fax:(305)E171-1531 4268 West Roads Drive 2 DRAWING No xQ'. F 1 Q•:'� a ih titoco0-Leem West Palm Beach, FL 33407 3 ••.,�OR ���` CA-DOW719 Phone: 800 432-2204 Fax: 561 209-BJ80 ONA���� ?SEAL/SICNATURE/DATE �FLDORIDA Lie. 44167 ( ) ( ) e 20 E�69 if.I all6 17 OF 20 i END INSTALLATIONS n! HV & 6h HV® BLADES INTO 2"x4" MIN WOOD STUDS 2'.4'MIN. " - W000 STUDS. 1/4'0 rAPCON WITH .r 2'x4•MIN. (As APPLICABLE) \ / ANCEO TBREADFORM �`v: 2'x4•MIN.WOO /ti; \ / TECHNOLOGY DW SUILDIX STUDS REO'D. :y; ;r. WOOD STUDS 2'x4'FUN.W000 �\ / \ / ANCHORS 1/O a•O.C. _ (AS APPLICABLE) FI�W511 _ \ / w 1 1/Y MW.THREADED \ / _ � ETPATION INTO STUDS OR W/UN. ON THREADED \ / E1nmNc cuss /�h PENETRATION ro i/2•cox w �, i M FINBsx /,f\ PLYWOOD IF NO STUDS ETUST. f' E1asnNO CLASS - V, //'�Ela1TNO pJSS ) \ T.{ FJOSTMG GLASS E EO\\ xx� /EO AOL SIFPWM 1/2'Mw,WX TO(.LASS(SEE 1/2-MIN.COX MN /RATXTI 101� FUN PAPAIION + E&Aa[E�MD s ... _...�� t ( /2• N coxGUISS(SEE W SHEET 19 wR PI.YW000. 1/l0'r.T' WALL / - a 9�4Ff M. - l.:;j\.i.`.ri:�.y^' �ISOULE�ON(SEE TO PL7w000. "+`' r"' SCSI Qi RADES(Da p a�icliS)Q �+� 1/2•PLYWOGoo,, 11 RDR BLADE . Il EW RFDEmANO 1/2• II FOR EAACC0 ON 9EII 19 rcfi R!SHEET 19 FUR ON SKEET 19 FOR 12•MIN. PLATE.(LOCATE 1/2• RlLESQ&QP� FINISH BLADES Oep RADEs®g® AT EITHER SNE Nw usT Y oA Y xAc OF®) A10y 1/2'S.M.S. - 016 010 S.MS —- ld Nm•A'ins w(Q D.C. ________ 4 �•a�����dr 4 X-R®• SEE DETAIL x 1 OR®• SEE DETAIL x FOR PGA.q O;Em MX:a�F 1 OR®• 1 OR SIDE WNNOCTION ®• 70 TRAC16 SEE DETAIL x F00. SIDE CONNECTION 7 ®-�'©OO.eO^Do•Q�. SDE CON TO o ®a©:Osp ®. END CONNECTION DETAIL Q END CONNECTION DETAIL® EUSIDNG END CONNECTION DETAIL END CONNECTION MIA& EXISTING CUSS T/4b TAPOON WITH I/4%r"CON NTH REQUIRED ONLY FOR SPANS GREATER TFUN 1Y-0• -- AOVANCEO THREADFORM ADVANCED THREADFORN / -_ TECHNOLOGY DW BURM TECHNOLOGY ITW BWDEX 2a4•MN.WOW ANCHORS w/1 1/2,AIN ANCHO.W/1 1/r MW. r s� INTO STD PENETRATION THREADED SM PEth12'O.C. 061/2C s.Ms. m SEAWAWN w (sF ♦ SEE LIMRATIONS OF USE OF Faa SFPARAl1�+ S1uDs REOb. INTO duos o 12'D.C. aTlo stuns®1T o. 6 1 �,�ov sEEi 4 BLADE 1A ON SHEET 19 It F�RmEID > \•11 z ,` J1-Mw. „wR RunE®Aro a o SL SBOET la FOR ` W 9FE1 la RH _ - aArEs®ap c 1 5 ON VH, ____ 1/2'MIN. D 4 -- - -.q ©CR®OR(gOR(g MIN OR I • 4 . 6 OR®OR�OR 1� ®a©•OO 00'p•®'..'-: -`wAl1 FINISH I'x4'MIN.W000 wall [�-©•OO'BO'�•®� ©OR®OR�OR t® VIEW Y 0.�a©•�.©•�•' STUBS REOD. FINISH i�a ®r©•®e©'®. rim ®®'®'®'®® O €�•S3®'®'® DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL ©2 FLORIDA BUILDING CODE (High Velocity Hurricane Zone �'1�(\�t(TIll Aj//A/� 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. � �!� - A S■ BERTHA HVTM ENS TL E C O �rac. Accordion Shutter System No•4416 ■ S■A■ wV. BADE w/OR w/o Kv WNWN BLADE * _ TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.No DESCRIPTION DATE IIDFAWN BY; M.P *'• E 0 RTSS NW.361k St.Ste.WA VMW14 DAU M FLORIDA 331 Association. Inc. 1 OLD 17-122 /6/202 DATE: 7/8/2020 ,0•, STAT 2d�-� Phone:(W5)871-1530.Fox:(305)571-1631 4288 west Roads Drive 2 9' FiOR� .—II:tA..00APl.cam West Palm Beach,FL 33407 3 DRAWING No wA1T�A 0067ILLI719•,P.E. Phone: (800)432-2204 . Fax: (581)2C9-B380 4 20-169 E.SEAL/SICNANRE/DATE FLowDA Oo.II aa1s7 5 ////nunNtnn ` 6 8H OF 20 •GENERAL LIM11 IDNS AND CONDITIONS OF USE FOR BERTHA n HV BLADE ACCORDION CH rrER FM WORKING IN UNISON WITH HV WINDOW BL"nE�A MI I _ 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 p..(. 2 MAX.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS B,7;AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16& 177. ENTERMATES rn 5 4 ' r- 4on 5 CEMEL MA BE INCLUDED(BOTH AT Op(TEFgG LAYOUT. ALL IN OWED OESS SIDE F WITH PING O oaOm te TYP6 EA END (3.0 HOLES)'FORM®PER BL BLADE ADE SMALL ONLY ALLOW A U OPENINGS SPACINGS SHOWN ON SHEET 4, (0)MIN.CLENZANCE FROM TOP OR BOTTOM EDGE OF Hy WINDOW BLADE MAX.5 WINDOWS a. OF ANY 3*0 HOLE FOR O SHALL BE 12'. ALLOWEDAT HV WINDOW BLADE (C)FIRST OR L§BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ® WINDOW BLADE 1 (D)HV WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLD HV BLADE 1O xg , THROUGHOUT SHUTTER'S WNhI. a ? ")M 'A SHAH ALWAYS BE INSTALLED ADJACENT TO A SOLD HV _ BLADE 1 AT EffHER SIDE OF THEM. i Bh�X P ( yy7f (F)POLYCARBONATE HV WINOaW G14 SHALL BE INSTALLED SO TABS FACE SEE ENO II i II THE INTERIOR OF THE OPENING B NG PROTECTED.IN WINDOWiF(4�4)MUST BE O LS ONCONNECTIO SHEETS 1 4 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY ASS A. HH NC. 10 L EI H"T.. hg 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME RILL HBCM. , ��#R' = 1 1 60d BURDINGS ON SHEET 15.AS LIDDED BY SPAN AND DESIGN LOAD(SEE NOTES P P ��f 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). e.MINIMUM SEPARATION To GLASS SCHEDULE: (SEE PUN FOR REOUIRENQJTS) D N TIT+TOP&BOTTOM W.> 1 ®mfcl�/lA SHUTTER SPAN MINIMUM SEPARATION TO SUSS UNUMITED WIDTH- 0IIJJ Ih�JJ�� 96'Max. 5' ELEVATIN MR SPMATICN To GIASS E%ISTINC C SFE SCleL1AE UI SHEET 12 MR aMEQ _— Id HD ON THIS SHEET FOR MADE CD& -------nP. --------- ----------��------ ----------- --------------- T P. SYNM aR 5 PNTo W/O (s NOTE a aeo E) PLAN \ / TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1�A� SHUTTER* N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 02020 TILTECO,INC.INC �m PPS i1 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM No.441 7 � M�-c�o , . A■S.S,A, Accordion Shutter System _ _ KV. BLADE#1 W/(CARN W/o H v.Wi M BADE * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIpnoH DATE DRAWN BY: M.p =*iAssociation, Inc. 1 3,7-1zz s STATE F 'lend sav N.w.awn sL s1,.ws,Hacwu 0w0ENS,FLORIDA n1e //202 DATE- 7/6/2020 4268 West Roads Drive DRAWING No Krone (30.5)071-1530.Fax:(305)671-1631 x %gyp'• FLOR\ e-mail:tiReca6loolsam West Palm Beach, FL 3J407 3 n �� DA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 2O— 6a F•' •••••• t WATER A TILUT Jr.P.E. 411.1 A 1 AAA;`E.SEAL/SIGNATURE/DATE FLORIDA La.A 44167 6 SHEET 6 9 Of 20 REQUIRED/MINIMUM '";::; ; ; INSTALLATIONS WZ n HV BLADE & HV CENTERMATES 01 7'�-12.000•Mo..r Nin.G-60 A GALV. TEm 10 T— 2'.O.OW THICK •ITAvx O�• a)L MIT. .STUDS S AT STEEL w 436 INTO METAL STUD WALLS * , o ' g METAL.SNOS AT 18'D.C. --------= 0 6•o.C. 4 41 moo. o o ____3._LL_J t/2. 0 •4H• ^ * - S O U 3® 1/4"o NOMINAL GENERAL W W I I ALUMINUM SLEEVE I'in 12 a—� FOR BERTHA 1 .HV BLADE ACCORDION SNI mFR REQUIREp MINIMUM 43c o - 6063-T5 ALLOY 1 3/4•x 6 t/4'x 0.035'TACK Min.' 43c c 6'O.C.� �a SYSTEM INSTALLATION TO METAL STI ID WALLS a CONT.GALV.STEEL TRACK CHANNEL, „, 1 I � � SEPARATION TO GLASS SCHEDULE 3.000• ASTMwz�FASTENED To io'inuG-60 0 6•D.C. 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 s.f. �— Max• W/(2)/6x1/2•TEK SCREWS ON 1 EXISTING FINISH , 1 P• INTERIOR&EXTERIOR FACE ' AS APPLICABLE MINIMUM MINN 2.SEPARATION ' z 2. MAX. SHUTTER SPAN: 84" SEPARATION OLENGTH+ t' EXISTING GI ASS TO GLASS TO GLASS ON THIS SHEET 3. ALLOWED MOUNTING: M . n(SEE SCHEDULE) .' 43 N 3 1/4" ® 1/4 0-20X3n BOLT I < MUST PENETRATE 3c 1"EXISTING FINISH m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED REQUIRED MININUN i AS APPLICABLE i s WITH 21 AR GED A METRICAL LAYOUT. 1 3/ax 6 1/4•x o.a3s•THICK ®s•o.c. 1 USE 0 cO/ XA6 STEEL TRACK HItANNEL,I I (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE �1/314 . 73•= ASRJ A-653 GRACE 40 Min.F1i0 ' 43c 43a ,I „I _1 1 INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF 2so' -cALwraZED FASTENED TO SKIDS i a 6.Oc. CENTERMATE.W/(2)p6x1/2•TEK SCREWS ON NTERIOR&EXTERIOR FACE 1 n� '0-20 THREADS ' in. N d o I *'k BLADE SLACK DETAIL HVF IS VALID ALSO FOR n 43 U 1/2 12 B CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAR-LOK HD REQUIRED MINIMUM W :� 436 6^x 1 1/2•.0.035•THICK ® 6" O.C. Min.ASTM A-653 GRADE 40 Mln.G-60 GALV.STEEL "..I MS WALL HEADER/SILL INSTALLATION COMPONENTS DS METAL STU AT T6.O.C. EXISTING FINISH AS APPUCABLE SCALE 3/8•= 1" (IYP.TOP&BOTTOM) �--------. -- -- - 13/4•.61/4^x 0.035'THICK Min. EXISTING GLASS C GALV STEEL TRACK CHANNEL, ASTM A-653 GRADE... ' 40 Min.G 0 ':., , GPLVANREO FASTENED I SYMMETRYCAL I I I >.I ,"_; ;f i•`.:: c �r':'I I TO STUDS , I SYMMETRYCAL 1> W/(2)BBxt/2 TEA SCREWS ON 43a 43b 43c;.n.4.1 L'' >''' I .. 'MIN:'sEPARAnoN;VARIFs:.. 1 1 " `" CENTERMATES W/ I:,,_ INTERIOR&EXTERIOR FACE :.:`:r...: CENTERMATES W/ ? I To GtAss .: 2-.;:;;1 I R ACCESS SIDE INTERIOR ACCESS SIDE EXTERIO (SEE SCHEDULE); 6•(TYP) ------ MIN.SfrARATION TO CLASS IN 3 1ArL 51PARATro i rO GLASS ' W/0190E loaf(9E�+0 6" ,n, W/OLUSDE LOCK(3E SHINE) IN 4 I ----- 24 -- ------ ------ - -__= =-=_ -- -- - ---- 12 1 21 r - 21 21 t 21 1 (2).4 LOCH D AT 12 _______ a ;_Z—__ _ — __ _--__' ' _—__ _ —__ _ -------__ HV HEAD /ILL END ER S s VIEW Y ® 12 3 (6"Min.) 24 3 t/a^(TyP.) �.___ SIDE CONNECTION TO TRACK (Cont.) / (TYP•) 7" 7•— 6 1/2•MAX.SLACK ** BYA BY BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE HI h Velocity Hurricane Zone �AAP 1Tit)Ll. ®2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. NIA BERTHA HVTM 7 =�iLE C O N�. A.S.S.A. S S��� Accordion Shutter System No,44i Hv. a aDE(�1 w/oR w/o Hv.N9NDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Na DESCRIPTION DATE DRAWN Dr: N.P $T1AjE f ` q O 6*u N.W.um.sL.St..ws,wtcv6A cARDFRs./,aw6A sn 1531 Association. Inc. 1 OLDn-122 /s/ ATE: 7/6/2020 S A•.• Q` : �77� Ph—I:(305)871-1530.Fax:(305)671- 4268 West Roads Drive 2 FL OR a-mall:6ltecaO TtLl1aal.com West Palm Beach, FL 33407 3 DRAWING NQ y�OF••.,•• •••�� CA-QD0871v Phone: (800)4322204 Fax: (561)209-8380 20� 69 WALTFR 0. T Jr.P.E. - . 4 'aupSS SON 1 L1`L�J1�.SEN/SIGNATURE/DATE FLORIDA uc.p 44167 e io of 20