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HomeMy WebLinkAboutProduct Approval 7/29/2015 Florida Building Code Online 7* i 4 .,1 Fl De x,00 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1' FBC Staff 13CIS Site Map Links Search B s r�'� P 's" Product Approval USER:Public User Re.gulation Product Approval Menu>Product or Agolication Search>Application List>Application Detail L# FIE C'_WL_,_y LR10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmeta1.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '? Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE 4 Validation Checklist- Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.pd Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code -Product Approval Method Method 1 Option D h":/Amww.fforidabuilcfing.orgtpr/Prl__app /o2ftCOhpJQoelShOCDrfdBDFfc3tFpHgLNr4gNQIpQg%3d%3d 1/2 _�M.aspx?param=wGE\/XQwtDqs9�/�2P 7/29/2015 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO II A.S.S.A. INC. drawing DRWG 15-081 odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7"for 35 psf FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG 15-081 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) -HVHZ- Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. INC. DRWG.15-079.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D". Max. span is 13'-2"for 30 FL1850 R10 AE A.S.S.A. INC. P.E.R. D4WG.15-079 Ddf psf positive ASD load w/o window blade, 16-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1,sheet 12. And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 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 Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 1 Only(HVHZ) -Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max, span is 16'-0"and FLIS50 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.Ddf 14'--9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVl blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings T-0"for+75, -75 psf for metals stud mountings and 8'-0"for 110 psf. for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Sack Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To detennine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: . rOF--ii® 19 0 sccuritv.-,n it c,,- WJ2"M https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsg°/g2P/p2ftCOhpJQoeiShOCDrfdBDPFc3tFpHgLNr4gNQIpQg%3dg/gad 212 jI L E ® Qac. TILLIT TESTING'& ENtIGINEERING COMPANY WALTER A.TH LIT,JR,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415:02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB--CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 Wl or WIO HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Till it, 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 ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth 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 DOCUMENTIP.E.D.): Drawing No. 15-080, 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 4113 /�Tawing is an integral part of this Evaluation Report. a ���f TILLITJ'=�'e ... A. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone,(30 5Ar ax: (305) 871-1531 I& PRODUCT EVALUATION REPORT NO.15-0415.02 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.# 1.214.01-05 dated 12120/05, 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 03/0412011, 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-S 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 1A 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 1710.5.3 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 Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report# ETC -07-1095-19015.1, dated 12114107, 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 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12114107, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17108, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) propert�1PV.'O°�F'�1�.�� s ' � a PRODUCT EVALUATION REPORT NO.15-0415.02 3 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, 2006, May 23, 2008, July 1, 2011, Gctober 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Welter 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 1.886 and ASTM E 1996, as well as Protocol TAS.201 ( for Blade I and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade I shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.r.D.), Drawing No. 15-080 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 No. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 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. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet I of 20 of Product Evaluation Document(P.5.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included onsheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6*. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. 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.� No. 15-080 T I L % LovtkltMR PRODVCT EVALUATION REPORT NO.15-0415.02 4 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1.0, 11, 12 and 13 Indicated on sheet I of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A- Tillit, Jr., P.E. 7.2. Product mgy 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 framostructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HVIA shall be as per sheet 19.of 20 of drawing No. 15-080. Product Evaluation Report prepared -by Walter A.; Tiffit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). N.TILt ONNX-001 GENERAL NOTES: 1 OFRM FLORIDA ACCORDION UTE THIS ACCORDION SHUTTER PRODUCT MAY tMLUATION INSTALLED AT HIGH VELOCITY BEEN URRICAVERIFIED FOR COMPLIANCE IN ACCORDANCE WITH HE 2014(5111 EDITION) THETABLE OE CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF HE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY HE JURISDICTION WHERE SHUTIER WILL Be INSTALLED WITH A DIRECTIONALf1Y FACTOR Kd=0.85,U51NG ASCE 7-10 AND SHALL NOT EXCEED HE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 HRU 15, 19&20. AREA 1• HV BLADES(1)& IN ORDER TO VERIFY HE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER.ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING HEM BY 0.6 IN ORDERTO COMPARE HESE W/MAX.(A.S.D)DESIGN 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 HIS P.E.D.,AS TESI 0,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS Na USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF HE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE 0#0214.01-03, #0715.01-03.#1004.01-05.#1214.01-05.#0317.02=06,#0609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS ARCA D. BY RI AnF()AND HV WINDOW BLADE 1(1A &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 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( AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER HE GENERAL LIMTATIDNS 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# 14X2.75 AND U 14X1.75 RESPECTIVELY.410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 P�l TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FIV DACROS IELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR HE 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 6063-T6 ALLOY IS 31.7 ksl AND 35.7 ksi END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6005 TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANQHOR SCHEDULE- CONCRETE SHEET 12 5 SALL SCREWS TO BE TRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODER SECTION 241.3.3.4. RESISTANi COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksT MIN,YIELD STRENGTH AND 90 ksI MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AI51 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(j) : 12,13,14.14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 FIV BLADE Q&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H,V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL.ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY,INC. S.T SHALL.BE HE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE.SOUNDNESS OF THE STRUCTURE WHERE SHATTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO AREA ;. HV WINDOW BLADE 9 ONLY SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THFlU FASTENING IN CONTINUOUS CONTACT-WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AR - 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 TYPICAL SHUTTER ELEVATION SHEET 19 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL FN AND HD LOCK$. 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _ _ _ _ _ __ ,. _ ._ AREA 4• W WINDOW BLADE 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 WADS SHEET 20 WHERE PERMIT IS APPLIED T0. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)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. ' THIS DRAWING SHALL ONLY BE USED TO (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA D WHQ WILL (d)SITE SPECIFIC PROJECTS T a RESPONSIBLE FOR HE PAROPER USE BE POFETHEYP.ED.Y A OENGNEERRIDA IOF EC RD,ACTING ASSTERED ENGINEER OR RA DTELEGATED ENGINEER TOCT WHICH MLL THE P.E.D.ENGINEER E THE ENGINEER OF RECORD SUBMITTOOHIS LATTER THE R THE PROJECT,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 T. p li%//O/iliii Hi h Velocit Hurricane Zone, CL k T11 J 1 ©2015 EASTERN METAL SUPPLY, INC. ceNSF BERTHA HVTM N S Accordion Shutter System 1.L E C O 1 N7. \ ■ ■ ■ ■ H,V. BADE#i W/OR W/0 H.V.WINDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN lT i M.L. V/5 :4 TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLE)11-193 a/10/1 DATE 04/10/13 P,•�:' 6355 N.W.Jets.SL,Ste.305.VIRGCM GARDENS.FLARIOA 771fi 4268 West Roads Dfive 2 - Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO . .-oil:` tilt...C.O.com West Palm Beach, FL 33407 3 '"•'sslONAL`` WALTER A 00671Jr.P.E. Phone: (800)432-2204 Fax: (561)209-8380 4TILLIT 15-080 P.E.SFAL/SICNATURE/DATE FLORIDA Uc.#44167 6 SHEEP 6 1 of ao VARIES 1.491 ]Y FOR XiNDOW MADE® m iV 1.918" sus' o Mpx. n 1.00' tj4N .09 o 4.371" e55q" 4.385" m e� a .857" 4.999" C7i'(Te` 1O HV SOLID BLADE ®HV UNIVERSAL FLAATER J75• "� �� ®dy gWf180' STARTER COVERED UNDER US PATENT # 5458179 ° QUALIFIED OR USE W/ QUALIFIED FOR USE W/ I-IV BLADE 1O ®.HV DIRECT MOUNT HV BLADE 1A HV WINDOW BLADE* 6.005-TS ALLOY AND TEMPER QUALIFIED FOR UaSE W/ HV 6063-TG ALLOY AND TEMPER BL A D E 1 .37 *SEE LIMITATIONS OF USE OF BLADE (0 ON SHEET 19 6063-T6 ALLOY A D TEMPER .124' 6063-T6 ALLOY AND TEMPER 3.226' I. 500 0 70' y$ 21,�r 670' 3.556" .9 ^I 670• 2.226' 1072 _ N O o ' 4.897' R 092"4.436' 1 375.0.072• 0.07" HV ADJ. ADAPTER WAIP3.226P�4 • QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV Og HV TRENCH TRAGIC 5' 3.750' 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AfND TEMPER BLADE Qi ONLY. 1@ HV RAINGUARD SLADE91 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U I W/ HV 6063-T6 ALLOY AND TEMPER " VARIES m 1.938 BLADE 1 1' .915' VARIES 1.936" 6063-T6 ALLOY A 0 TEMPER az. 1917'. a r 0 083' 083' m '0-- 083'm ,093' '093• .100" m .060" n m miryy`.4 o .0A610A"; 670 a .093'. .060 .060 670 01.686' 670 3.5 3.52 " 29" o °n yp 3. 11 HV CEILING HEADER 1© HV HEADER/SILL 13 'HD CEILING HEADERnIL QUKLIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 100NLY 60G3-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED 14 HD WALL HEADERSILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND-TEMPER 6063-T6 AI-LOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A B T1 T2 MN.%MNYMNt % Y t 7' 1' 0.062• Q 2" 5'MAR. 1/8" 1/e" 2' 2' 0.125' 3" 3' 0.090" 18 2" 5^MAX. 0.192" 0.192' 510E ANGLES - "- QUALIFIED FOR USE W/ HV ALUMINUM ANG�,ES 19 2s" 7^MAX. o.tsD" D.teo' CORNER POSTS BLADE Q QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADED ONLY, ® 2' 5'MAX. 0.139 0.131 BLADE'Ul 6063-T6 ALLOY AND TEMPr rE� 6053-TG ALLOY AND TEMPER F A Hi h Velocity Hurricane Zone llllllri�Ir��' .......... ' B 2015 EASTERN.METAL SUPPLY, INC. ��:;'� °_ BERTHA HVTM L E C OINC. A.S.S■A■ Accordion Shutter System H.V. BADE#1 W/OR W/0 H.V.1WNDOW MADE 1� �� American Shutter Systems REV.N. OESCRIF10N DATE DRAWN 6Y: M.L TILLIT_TESTING ¢c ENGINEERING COMPANY ST �F dA Association, Inc. 1 orr 11-193 4/10/15 DATE 04/10/15 9 � 6795 N.W.J:( 6L,Stn.Ja.9,V GINIAFax:(DENS,FLORID1-150 331604268 West Roads Drive 2 n Phone:(J05)871-1530:Fax:(J05)071-7531 DRAWING NO . S' ,,,, G` e-mgil.tilteco®ool.ccm West Palm Beach, FL 33407 ] SS�DAAL 1.`G WALTER A 006719 Phone: P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.'SlEA/SIGNATURE/DATE FLORIDA lie.#44167 5 SHEET 6 2 OF 20 4.660" .929' 1/4'-20x1/" 1/4'-20 IE CAST , ,4.576" .745' 2.293" FIAT HEAD THHEADED HOUSING ERANd .745" 0.334' S.S.N.S, WED PAINTED 1/4'-20 7}BIEADOT OIE CASE_ 8 o yA0 as h ( ING GO 4 .) g op OWED PAINTED flo*O' 0 m• m N Ag m 7 o Q • m3 " 11 RESS TURN '� :fo • N ® oO n KNos. Os?. .062" M O 875' $ 1.325' o pyti .o .318 BRASS CYLINDER DRASS MUNDER YPLATED)(CHROME (CHROME PLATED) 2 HHV C LATER TE s. o - ® HV LOCK � HV EGRESS LOCK Ap, •6p• 1.325 m QUALIFIED FOR USE W/ HV BLADE tO& 1A ONLY l«J FLOATINGm`' y 3023 875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER QUAttTTfF11ED FOR USE W% HV BLADE 1 & 1 ONLY r• --•_ '_- BLADE(j)& ®ONLY. BLADE 1Q& ®ONLY. 6063-i6 ALLOY AND TEMPER � 250"D.D. QUALIFIED FOR USE W/ HV BLADE( ONLY te" 1e' $$$ 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ^ m ro 1.756" .922: 4.045° 2 MOLDEDSCREW n _ ,2,079" .753' 71� 'n .3613"AFTER RIVETING 1 o pgti N o '825' " BEFORE RIVETING O y o N �� 'o• - 1/4"9--20 X 3/4 1. y " N N n S.S. THUMBSCREW 114"0-20 RIVNUT* N SERIFS 8444 ALUMINUM(2024-TJ LARGE ALLOY)LCE FLANGE 11-0N 27__.50 I I 2750' I m o m SHEET NUTSERG PMFl T}0620,AS MANUFACTURER DY AVO .822" CHERRY TEJCIDEN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL- PLAN QUALPUVA `� FROM ELEVATION HV MALE "T" -LOCK CENTgRMAM 4.566 ®7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE T" LOCK CENTERMATE ® HV "T•" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE . HV QUALIFIED FOR USE W/ HV BLADE tOONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/ITV 13 ADE(!)ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPEhh'' 6063-176 ALLOY AND TEMPER .?5"' 11.917" .9 7 il 3:161 o - m TFIUMBTURN .063' ' -- 0 •(-I:I-� CYLINDER OR .214'tO I.L. .062' \'I IWI'T KEY CYLINDER .214" ,545' �m Y• ' �N 4 n a 0.875'Min. .40 w n $ 00 n al 1 .125'Max. 39 ® C 0 O QUALIFIED FOR USE W/ HV BLADE(1)& 1 QUALIFIED FOR USE W/ HV BLADE 1 & 1 ® HD , "a: n o 6063-T6 ALLOY AND TEMPER m ,ten' o 6063-T6 ALLOY AND TEMPER // m VARIES, 12'MIN. QUALIFIED FOR USE W/ TEMPERHV S 1 & -- 1.130" THUMBMRN 1/4'0-2D S.S.OR 3/8'0-16 *1/2' CYLINDER -ACETAL.THVMBSCREWS. DO _ OR KEY (SEE DETOtS) jj.57 Min. CYLINDER &I5' m 'H 1.78'Max. ® LOCKING RODS m 375.0 1/4'0 ® Hp Lvv" N QUALIFIED FOR USE W/ HV BLADE 10 © HV -16 ACETALHV 1[4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS _VERIES S.S. THUMBSCRQUALIFIED FOR USE W/ HV BLADE 1Q& 0 Q S5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADEQ QUALIFIED FOR USE W/ HV BLADE 1 D ILLED AT TRACKS FOR PROPER EMBEDMENT Hi h VelocityHurricane Zone ©2015 EASTERN METAL SUPPLY, INC. a''it��ivrER A' � . = BERTHA HVTM 10Accordion Shutter System IL Eq o ..,,. H.V. MADE All w/QR w/o itv tiH0. NDaW American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY-. M.L TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-183 a/1o/16 DATE: 04/10/15 i 8355 N.W.36th.St.,Ste.505,NRGINIA GARDENS.FLORIDA 3316 1A 4268 West Roads Drive 2 �- Phona:(305-mail!530.Fax: (305)871-1531 DRAWING No ""F ••�pR10P.•';' i e-mail! Ull0067aol.com West Palm Beach, FL 33407 3 , Ee-ooaw,9 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 y \ WALTER A.TILUT Jr. P.E. P.F. n'Al&TE FLORIDA Ue.11144167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/B"0 HV 0, HV 41 -- 12•TOMIN. SADETPINCE .0625' 40 I GOE .1675" ' 1 EXTERIOR HV BLADE to TN WI DOW BLADE .0625• a ONX_x .0625 .0625' BLADE'S .0625C1875' Y HV-LONG RECESSED NYLON BUSHING Y n KNUCKLE 39 I ¢ n 3 (TYP) 0.0525" HV SHORT RECESSED NYLON BUSHING -FLA® HV NYLON HAT WASHER DORT\eLn°oN Da R1���� 37so' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 1. I a 11_4 40 M 44 //�mz.7sD" X 0.870"x3/16" THICK NYLON WHEEL 3 l I N 2 7/8'MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 1315"0 ctFAR 3.7500' SEPARATION m3.oO ' _ BETWEEN '0625'' 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGS ON G 3/4"S FNNN Y-Y ®3 FIV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 475" 14 1 2 1/4" 'R ORDR IEVATGN L CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BETWEEN TYPICAL HV WINDOW BLADE , AND jApS POLYCARBONATE HV WINDOW DETAIL ® ' (DOR ® ® or @ N.T.S. 3 ,(SEE NOTE FOR I I I REQUIREMENTS) I OR ® I I *BAYERAMAKROLONMPkT RESISTANT BY 3103 POLYCARBONATE INDOW Y I MIN.C RESINS, UV-STABILIZED GRADE OR SABIC 1TO BLADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). o � (1)0, (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR 3 POLYCARBONATE SOURCES FOR 4' HV1� BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR TYPICAL PROPERTIES sr OArM RESULT � N.T.S. HV PIN 42 OR o43 AT RffERENGE "�"/�•s ""•1° (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' (SEE NOTE * FOR SPECIFIC GRAVITY ASTM D792 0.04a It/.' 0.0431n/4i BLADE WHEN CORRESPONDING TO INSTALLATION 11 SHEET 7. REQUIREMENTS) TENSILE nE3D STRENGTH ASTM Deas 9,100 paJ. 9,500 P.J. TYP. nrxUlw.STRENGTH AT YIELD ASD/0790 12,500 p•aJ. 13,900 p.•1 (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S,S. WASHER ® y'• FLEXURAL NODULUS aSIN D790 340,000 p.a1 345,000 p.u1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j a NOTCHED IZOD ASM 0255 10 Fr-1n/la 17 Fr-Inca SHEET ® Dap SIRNINO xARA,�a STICS1 WHEEL CARRIAGE DETAIL sMo�DENSGY ASN 02843 os x 645,x Mra N.T.S. AS EAt6LY LAYOUT RATE OF BUunnG ASTM Da35- c-1 CLASS c-1 CLASS N.T. SELF IGNITION ASIN 01029 1040'F 950'F IYEATHERINC.: ASRI G155 TENSILE STRENGTH.VIER WEATHERING ASN 638 9302 p.uL 8540 pal. nHV BLADE SOLID & HV WINDOW BLADE DETAILS ,ENSaE STRESS BEFORE WEATHERNG ASM 535 5191 e500 mil. N.T.S. DE(High Velocity Hurricane Zone {{ ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ki i Accordion Shutter System ■ ■ ■ H.V. BADE#1 W/OR W/0 TLV.WINDOW BLADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN ELY: ALL TILLIT TESTING k ENGINEERING COMPANY OLD Association, Inc. 1 o 11-1a3 4/10/1 GATE o4/10/Is OF 55 N.W.361x.sl.,91a.305,VIRGINIA GARDENS,FLORIDA 3316 4266 West Roads Drive 2. �.�pT���_������ Phone (305)671-1530.Fax:(305)871-1531 West Palm Beach, FL 33407 DRAWING No tee ,;.••" \�►'°° a-mall:lllteccocal.com 3 �_Ogo /° E9-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 9 WALTER A.TILLET Jr.P.E. P.E.SFALJ310TNAF/Rf/UdiE FLORIDA Uc.!44167 5 - SHEET 6 4 OF 20 + aR *-NOTES ON HV LACKS AND CENTERMATES5 ate- • ®r®aR t.MANDATORY CANDtItON f1: ONE HV LOCK®or�'' SHAM,BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN *Q0° OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA TIONS AT ANY A a cIT", o ®r u N 6 i 0 *C "` • 5 ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR • �•®°i�« 50,� CENTERMATE5 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 EI.EVA'DON. I n k fi4 hn I n I I n I I n I t. 2. ON ATE M MANQPDRY CONDITION;01 VA-in QNLY FOR ALTERN �4®� EL49$LGEW1LLdII $ TWO NVLOCKS OR OR ONE HV LOCK OR W/TWO LOCKING RODS 0 AT TOp & BOTTOM SHALL BESE FOR ANY SPAN AND IN At IATIO AT ANY ELEVATION. 16 as HV LOCK(&OR,0 SHALL BE ATTACHED TO 'OR�CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION 1. LOCATION OF 11 LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL a �kipa xvF SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. oe-Ava 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO HV N - LOCKS , OR „ AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNEcnoN OF LACKS TO CENTERMATES aR6 oRO as�b; OR SHALL BE AS INDICATED ON NOTE(1) ABOV � E. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, v g4. n - #2 IS lab W/TWO ki1G ��s1•..ltlLOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY Dov a BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE US 110c—mc � # vl MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONORION ft ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. W LOCK 4r®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 9 G ATTACHED.TO 0 CORNER Ct7•IUSEDATE CAO 1/b d-20 x tJ2'LONG FLAT HEAD S.S. M.S.TWO TACKING RODS -�N $ AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHAW BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. sY MAXIMUM SHUTTER SPAN SHAW BE DETERMINED AS PER VALJO,SOCNHLYEDFUf SHOWN ON SHEET 12. CENTERUATES o-Nw l jM3 C7 6LOCK METRICAL ON£ALT7�TEAn.N CK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSi TIONS A7 . AL RNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK,ATTACHMENT jb`0-20x3jb . MBSREW TO OR CENTERMATES SHALT_BE MADE'WI 1/b"0-20x3/4"ALUM. LLITAS SHOWNSECDON HVE, SHEET'e. ONE LOCK SHAW BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. SEE FNO 7.1/EINUATDIIY CONDITION 0 FOR KEYSTONE MOUNTING INSE 1A_I ATION4- ONE HV LOCK ®or®or @ SHALL BE CONNECTION USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OQt BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP DETAILS ON a r E Rt 0xL r a a v w z TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.FIV LOCK 0 or 0 or a MAY EE,USED AS AN INSIDE OR SHEETS 10& OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1f4"--20 x 1/2"LONG FLAT HEAD S.S. HEIGHT.' FULL N M.S. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(5 W/ OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY.. NUMBED CENTERMATE *NOTESXS AN6 ©eft®DRQ+OaRQaR10+Il_Sl qt CENTERMATES-. @ 1 0+150+0+ DR"/t+ as ONE ALTEFINATE HV'T"LOCK r�`5�t,1AY 8E 4NSTALLEO {N LIEU OF tiV LOCKS OR FOR ANY SPAN.AND ON#1 VAUD ONLY CUMMMATES Q AND 3 I STALIATIO AT ANY ELEVATION.ALTERNATE LOCK� AY BE USED AS AN INSIDE OR tl IDE LOCK.ATTACHMENT tc� //��''�� OF LOCK�INCLUDES USING REINFORCMG LOCKER�,AS SHOWN ON SECTION HYO, SHEET 9, WH{GH MUST 8E +�+�°R�Q+�J+1842 CONNECTED TO CENTERMATF3�AND�Wj i/4'A-20 x 1 1J2"LONG SS.THREADED BOLT Wj 7j6"m x 3/32' ©+�$o1Q+ `l".l°J;®;�4t WINGNUT OR W/ tf4"A-20x1"S.S.M.S. INTO A 1/4"0x 5f8" ftlVNUT: LOCK MAY 8E INSTALLED AT MID$AAN OR 12' *NOTES ONE 1. ( CKS & CENTER ES" 1- OR QR : ONE ALTERNATE HD LOCK MAYBEM USED LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION, WtOGKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK IS MAY BE USED N.T,S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�y�9 TO®IS W/3#8 x 3/8" F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(9 AS SHOWN ON SECTIONS HD8-HV8 AND NDC-INC,SHEET 10.LOCK MAY BE INSTALLED AT I .. MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OtFF LOCKING RODS @'a IS COMPLETELY OPTIONAL 0iT IL7F {� I tl Velocity UrrTC0D8 ono Q$1�y�P 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM AccordionA.S.v�'►I.A. zrT�� Accordion Shutter System eiADE#i W/OR W/O H.V.VANDON RAM •' •'d Y 4F ::)j>4 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems AEY:Na oESCRIf?IDN DATE DRAWN Bt: 1,,L Aj Qip,`0.1. M3 N.W.3aM.S4.St".305,VIRGINIA WDINS,FLORIDA 3316 Association, Inc. I am 11-1103 4/10/15 DATE: 04/10/15 ........ Phone:{305)871_1530.Fox:(305)571-1531 4268 West Roads Drive 2 ISS•, '�'t'�',I e-mail;tilteco®°ol,com Wast Palm Beach, FL 33407 3 DRAWING No W-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER5--080 -^��f••rr+iN•i2 '' A tttttr Jr.P.E.P.E. 4 P.E.SEALJSICNATURE/DATE FLORIDA Uo.a 44167 5 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEOULE ON (SEE SCHEDULES ON W/ CONCRETE ANCHORS SHEtT 13) SHEER 13& 14A) TE. ® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. OR 14 O Min. 1/4"0-20x3/4"S.S. . OR 18 EQ EO MACHINE SCREWS EO USING 10/4•-20 NUTS 1/ 2 E.D.- /. .250"Max. -- --• H 13 aR,15 ___ � � 13 OR 15 1 O .250"Max. * -- •MoK illi ED I 1 D! iIT 1 i OPTIONALMINOPTIONAL i TO LASSSEPA(SEEATION � i � 1 ( i i i MIN. SEPARATION TO CLASS SEE i � 1 � I TO CLASS � � SpiEDl1LE O i 1 i (SEE SCHEDULE 0 i 1 11 FOR BLADE 1 PND i I l O R ® I w EXISTING IXISRNG BLADES 1 & I 1 i MIN.SEPARATION CLASS ARA710N i i 1 GLASS) SHEET 11) t 1l GLASS—' O ® —(SEE SCHEDULE ON I i ' EXISTING SHEET 11) CLASS---i © HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION EXISTING 11 - EXISTING GLASS--1 I I i LAIN.SEPARATION Irl'i r Gl/LSS—I MIN.SEPARATION OR EXISTING 1 1 lO CLA55 S`E 1 1 I i—V i GLASS--[—(SEE(SEE SCHEDULE ON �J 11 FOR F ON SOHEEP 111 FOR BLADE F 1' I MIN-SEPARATION I SHEEP 11) l ON SHEET 19 i e 1 TO GU55 BLADESQ1 &® 1 i y i (SEE SCHEDULE ON— i D. I OPTIONAL SHEET 11) 1�- 1 I I 1/4" �j1j1 III I OPTIONAL Ii Iii/4'Max. E N 1`j OR $x. • - - --- 19 EQ E t/ r - 13 OR 15 _--- 1 2 OR 1 Q -- 1/4"0-20x3/4'S.S. Min. E EQ PHILUPS TRUSS HEAD 1/4"0-20x3/4°S.S.PHIWPS QOR18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1' 1/4"-20 NUTS 0 12"O.C. (SEE SCHEDULES ON POURED CONCRETE (SEE SCHEDULES ON Min. POURED CONCRETE--\ SHE 13& 14A) W/1/4"-20 NUTS® 12'O.C. OR CONCRETE BLOCK SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED C NCRETE ANCHORS REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF PI AL SHUT INSTALLATION D ETA I LS W/ 1-SEE SHEEP 4 FOR TYPICAL SHUTTER * ( D.E = EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEEP 13) + SEE LIMITATIONS OF USE FOR �J 2-MOUNTING SECTIONS CAN BE COMBINED BLADE 1A ON SHEET 19 10 H�I`' D LA D E IN ANY WAY TO SUR ANY INSTALLATION. I///iooz II (High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. �- �jc erisF• •.• =: BERTHA HVT`M A Accordion Shutter System /TiL ECO N c. ■ Ll v. IIADE#1W/OR W/0 My WINDOW BLADE •; '; American Shutter Systems REV-Na DESCRIPTION DATE DRAWN BY: M.L L511�1�`- "tV TILL IT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 1t-iD3 a/10/15 DATE oa/1O/15 P ; 8755 N.W.36th.St.,Sto.3D7,VttRGINIA GARDENS,RAPoDA 3316 �••••'• F Q 4268 West Roads Drive Phane:(305)$71-1530.Fax: (305)871-1537 2 %�SS��IdA1^�G iltt -mail:tllteco®aol.com West Palm Beach, FL 33407 3 DRAWING No t7 t EB-0006719 ttttttt WALTER A TILLIT Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.�SElS�GNATURE/DATE FLORIDA Uc-#44167 5 SHEET 6 6 OF 20 POURED :CONCRETE ANCHORS I t I f CONCRETE (SEE SCHEDULE ON SHEET 13) 70'�CE I t i -'"�1�OR (P+ REQUTI SCFOL"ON + I NN.GwwwN EDGE I F 11 FOR 6r t i i STAR IF I ON SFFET f9 R I I I I-(SEE"INE01�1 I i i i YIN.SEPARATION .D• APPtICA91E EXISTING HAn6 t& I :N. + $HOT 11 I i , r 1 GLAS�i-�I f I I i+ I \ EXISTING I } i I"iSeEIEUII�tE Cir ' f ALTEf1NA1E I++I ++' #tOx�if4"HEX cuss—; 1 I :r ' I SHEET 11) LOCATION ", OR WASHER HEAD III T I t i TEJC SCREWS 0 I I i 1 OR t3 OR S f 3/8 MIN..t 12' � �I i i 3/e MII1" CONCRETE ANCHORS I t I DCG[GLASS-A Ir H ®+ 7 (SEE SCHEDULE ON ' 8 t I I XI$i1NG � „ 1 . SHEET 13) E EDGE OF ' GLASS- I i II f EDGE OF ,( i+ i EDGE OF LAB IF I i SLAB IF /I 1/2 -I EDGE OF SLAB IF i APPLICABLE R1 f Nsateve tt ? I APPLICABLE E.Q. E0� SLAB IF APPLICABLE TO G1ASS(SEE i I APPLICABLE O -�7a+mule aE sHEET tt FCR AME iii* I ME I 'T + PC -E.URED POUR COED CT SHEET 78 F(1R I E> 'tOa Q1 I i NCCONCR 1 OR ETE E D. i I i t REQUIRED E. b.• E.,D.*� REQUIRED FLAT HEAD CONCRETE ANCHORS POURED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED ONCRETE (SEE SCHEDULE ON SHEET tk) CCS HV OILING INSTALLATION (F H/ FLOOR INSTALLATIONEN �I NV WALK—OVER INSTALLATION, )�� TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING &FOR SPANS PER i SCHEDULE#4, SHEET 11 UK. On i in 1 'CONCRETE ANCHORS EXISTING i------ (SEE SCHEDULES ON i sIHEEt tt) I f t I IIA fI CLASSi I EXISTING MIN.SEPARATION , SHEETS 14& I+A) GLASS ENING MN SEAM N0 (SEE TO O 1MIN. 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'S EHaS11N0 NON STRUCTURAL D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 BE NOTE 13 2.00'�MIH. WA11.TRIM(DECORATIVE .D OR CONCRETE BLOCK SHEETS 13& 14A) (b) �'; REQUIRED POURED CONCRETE ON SHEET 1 ' •:'•1:,^ E.C. SILL) OPTIONAL POURED EDGE OF u� OR CONCRETE BLOCK MIN: .,,.:�•,y�, POURED CONCRETE CONCRETE SLAB IF ® yY WALL � ORNSSTA 1 BTION REQUIRED t:�t "'� REaURED REQUIRED APPLICABLE L FIV WALL WALK—OVER E INSTALLATION *" : FIV RAINGUARO )NSTALLATION t � Q --�—� `�•''.�'���`.�'�'" ' Q KEYSTONE MOUNTING, INSTALLATION NOTE FOR COMBINATION OF SECTIONS. }1{�. MAXIMUM ASo.DESIGN PRESSURE:+64,-72 pa[ *E.0.v EDGE DISTANCE 1 THIS INSTALLATION SHALL BE MAXIMUM SHUTTER SPAN D'-0" T-SEE SHEET 4 FOR'tYPICA(.SHUTTER SFE SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS V� H V B LA D E ASSEMBLY (' ADJACENT TO AN OPERABLE EXIT BLADE 1A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE 0 --- IN ANY WAY TO SUIT ANY INSTAIIHi h Velocity HUretcone Zone Q 2015 EASTERN METAL SUPPLY,INC. .. BERTHA HVTM OC{� , A� � lAn Accordion Shutter System H.V. MADE#1 IN OR W/O fi.V.tM BLADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN RY: M.L \A' TILLIT TESTING & ENGINEERING COMPANY am N.W.36th.St.,Ste,303,VIRGINIA GARDENS,FLOWOM1 33W As3oclatlona Inc. i OLD 1t-193 4/10/16 DATE 0+/10/15 _ ,. Phmt0:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No L� ceO, n e-mail:UltecaGool,cam West Palm Beach, FL 33407 y �ry¢rt'U'+SIQNA� WA7-.TEM-0005719 A 0WT1Jr PE. Phone- (800)432-2204 . Fax: {561)209-8380 4 �j-1080 P.t,.'"§PAlrl(FtYpDUfiTI}IE/DATE FLORIDA Uc.#44167 6SHEET 6 7 OF 20 SEE END WALL DETA ON SHEETS 10 & I a SEE NOTES ON LOCKING RODS HV LOCKS(5 OUT 90 I N EXISTING CLASS INSTALLATIONS WZ4D_HV AND ALTERNATE:W LOCK 9&ON SHEET 5. **BLADE SLACK DETAIL HW IS VALID FOR AU_ BLADE Wj HV CENTERMATES CENTERMATES APPLICATION WITH BLADECD 2t . 20 OR 2� SEE END WALL CONNECTION @Ose-ooREXISTING GLASS DETAILS ON SHIM 10 1 ----------------- ——————— 2'.2'x1/O'wO'-2' 3 7' 6 1/2" 7 (6061�TI,A)_�CY)ALM. ANCLE OPPOSING TAP CON ANCHORS TO CONCRETE -@-@ SYMMETRYCAL RCP/BOTTOM)& CENTERMATES f (4)#10xllV S.M.S. 0.3/4-S.M.S. CP 12' CENTERMATES MIN. SEPMM71ON AT FACH"Ma'r D.C.FULL LENGHT. HV LOCK or ZC WZ HV LOCK dror TO CLASS (SEE SCHEDUIR ON i. F—Ci IN-] SHEET 11) 5 t7MIN S (SEE ESC H -—-—-—-—-—-— —-—-—- A-1 46 5 9G. 8 %� !>4"OR n,3 R + ox OUT. @+@m@ @-e @ HVB1 OR HVQ POURED CONCRETE OR @ & HVA —EXisnNG GLASS F'R. BLOCK WALL EXISTING +@..@+@.@.@. ------- 7 + GLASS SYMMETRICAL (D-iff_v�& +@-@+@-@ EXISTIN Q LJ TO GLASS ENTERMATES EE SCHEDULE MtN.SEPARATION on@+@ AZ HV LOCK L ON F MIN. q( w @oA@+@Gq@-@.R SIIEET 12) SEPARATION @ TO (SEE S%S,.LE HN _ OFrnO ON SIIEET 11) D H I (INTERIOR) N Fo-u-T] CONCRETE / VARY S /ANCHORS a 16.O.C. �VARIES 07 1 Y 3 4�*vo ox (9!� F6 DTI 6 1/2"MAX.SLACK OUT HVE HVF** HVD Hi Velocity Hurricane Zone' 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM 7 44.1 c'o , A.S.S.A. Accordion Shutter System /Iii. E H.V. BLADE#1 W/ WA)H.V. WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REYM. DESCRIF RON DATE DRAWN By: MA_ Association, Inc. I OLD 11-193 P4/10/161 DATE-. 04/10/15 63W N.W.36th.St"St..305,VIRGINIA GARDENS.FLORMA 3310 Phone.(305)871-1530.Fox.(305)571-1531 4268 West Reads Drive 2 0-MOD:tiltecocoof.com West Palm Beach, FL 33407 3 jDRAWING No 4 5_ EB-0006719 Phone: (800)432-2204 . Fox; (561)209-8380 — WALTER A.TILUJr.P,F_ 080 T P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 1 1 R QF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" We S CENTERMATES 8 LOCKERS Wj 1 HY 13LAVE- SEE END CONNECTION DETAILS ON SHEETS_10_3 18_ INSTALLATION 111 HV BLADE OUT u iN /1 , cas"NG Cuss eZa)SIACK DETAIL HGF,INDICATED ON SHEET S. HD CENTERMATES IY®aOO I� O ®m AS WELL AO UTHISNNERSAL"D BOATING DUDE®DETAIL HOD-HNl, 6 7 a 8 a 10 mDlarEo ON THIS s,iE>:r,MAT RE 11sEo wRH THIS ALrFRNA SEE END WAL CONNECTION I 70n®a®-®a©A®a NSTALIATION DEWL G SHOWN IN THIS S1EEf. DETAILS ON SHEETS 1O do 18 Q'D•©-(D-0,®m 25a•.t/4•m'-x (BOBS-T9 ALLOY)A1UN. I 1 P1�® ANOTE W/lz)t/iY TMCON , lie I ) ANGOR'10 rnnrnErE (oPnoNrL) A* (oPnoNW { (TOP/90ROM)g L---------------------------- -----(�---- --'-'------------ (4))10.1/2•sus.ro WOE i pto.JR'S.M.S.m 12• AT EACH ANGIO(lIP) D.C.FULL LFNGHL TO CLASS * IN ---- 4 H.V. IN (4)H.V. 3 -- -- WN.s AICATIDN 30 HV "T" 1 PINS(UYP.) 4 5/, 0 1/2. PINS".) y , �onss'¢eTEMij 5 � 3 LOCK (INSIDE) Tic N-1 V 5 1 28 9 1 1 22n 5 OUT 31 aR32 1 33 31 OR 32 31 aR 2 35 31 oRQ 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (dPnoNALL) HDC-HVC P NOTE6 FOR HV LOCKS OPf10NAL)Q W/ 7/8"0 x 3/32' WINGNUT. ( I�pB-HVBLOCK,ON SHEET P. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) @ SrMMETRICAL CK CENTERMATES W/ R! LOCK (INTERIOR) HVG* 1'✓� �' LOCK (EXTERIOR) 'ERIE'9444 ALUMINUM //�� (2 024-T3 ALLOY)URGE FLANGE THINa®w©h 7Om 8O©a10.®eB 9HEEr HUTSERr.PART/0820. )0.®a®♦®aa©m AS MANUFACTURED Err AVDEL CHERRY THORN.PARSIPPENY.NEW JERSEY ©�O'©m©4O'®t^ 01054 OR EQUAL .0a0•®a®r®m 8'®m IQ l.J�®a®-0a 0 3Q *s.NOTES ON 1eCCNG ROOs©h He LOCM ON'HELY a UNNVFAL rLOATWO 8WE0 DETAIL RDD-IA'0 IS MU FOR All GENIERMAIFS MPLunoNS Mnl aVDEQ HDD-HVD FLOATING•STACK Hi h Velocity Hurricane Zone ! J.ENs, d� ©2015 EASTERN MEFAL SUPPLY, INC. @ BERTHA HVTM A A e Accordion Shutter System 1 L ECO N C. ■ KV. {�1 W/oR W/0 H V.v MM RADE 0 OF American Shutter Systems REV.N. DESCRIPTION DATE DRAWN ELY: M.L. Q TILLIT TESTING 3 ENGINEERING COMPANY F GRIDF, `� sociation. Inc. t otL t1-t9J Nto/1 DATE oa/10/t5 ( rte; W 6355 N.W.79Th.st-Ste.JOS.VBTCINU GAROEN9,FLORIDABOtaOA JJ18 DRAWING Na �� 4268 West Roads Drive z Phone:(305)871-1530.Fax:(305)871-7531 . _ moi* West Palm Beach, FL 33407 J e-mail:UlteceOooLeom o S�ONAL� ER-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15—Ova '•'' WALTER A.TILLUT Jr.P.E. 8 SHEET P.E.SERI./SIGNATURE/DATE FLORIDA Uc.a 44167 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED OONCREIE OR POURED CONCRETE OR CONCRETE *@( 66 R CONCRETE CONCRETE BLOCK WALL OR CONCRETE - BLOCK WALL REQUIRED BLOCK WALL REQUIREBLOCK WALL REQUIRED REQUIRED �F-XISRNC CLASEXISTING GLASS NC GLOSS CONCRETE A'0. ,,—EXISTING CLASSC C ® 16"O.C.� � _1 MI.N.SERPRAnON -� —�7 1" �—-7 TO GLASS(SEEMIN.SEPARATION i MIN.SEPARATION 2"MIN. MN..SEPARATION SCHEDULE ON SHEETTO OLPSS(SEE � � TO TO CLASS(SFE 11 FOR BLADE @ANDSCHEDULE ON SHEET SCHml1lE ON SHEEP EQ EQ SCHEDULE ON SHEET ON SHEET 19 FOR11 FOR BLADE @AND � � 11 FOR BLADE @AND 11 FOR BIDE QPND 1/16•x3"MAX. $RDFS Q&® ON SHEET 19 FOR ON SHEET 19 FOR ON SHEET 19 FOR (6063-T6) CONT. BLADE @&, 1/2/ MADES Q&ALI LOSER (LOCATE AT 1 B ADES Q&® PLATE. (LOCATE - E THER)SIDE AT EITHER SIIDDE MINOF O1/2" MIN. OF 4) —( ni USE 1.OR 2"MAX.Q10x1/2•S.M.S. _—_—_ (AS APPIICABLE)x2'x,/8•x0'-2"ALUMINUM CLIP ANGLE}(10x1/2"S.M.S. a 16"O.C. _ (6063-76 ALLOY)AT MIDHEIGHT ® 1fiO.C. (1) #1Oxl/2•S.M.S.TO®& Nl�l4 (2)1/4"D TAPCONS ANCHORS TO SEE DOR ®� WAL1-AT 1"O.C. (LOCATE AT SIDE EITHER SIDE OF Q)I OR ® SEE DETAIL X FOR 1 OR SEE DETAII.X FO Q.SIDE CONNECTION ® 1®°A©•0-c— O•®wSIDE CONNECTION ©°i®°"©•OO°1 6O 10TO TRACKS 6. 7Ow80•®•^ ®�©•®e+®•©� TO TRACKS.Qj •©w©•O.®°' 6•Q7 •©w©.O7 ,®e• ®•®wl©,®w©.®w ®•®w1©•�Bw�g.�7"` O.®°!®`®°"I®'®°"O9 at©a® ®'®a•®9,®wl®,®w 9�w�•® ®,®°,09.®w1®•�SwQ9 at©.® O.©w Q9,®w19•�aQ9 e'1©•® END CONNECTION D TAIL END CONNECTION DETAI END CONNECTION DETAIL END CONNECTION DETAIL t• REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0- POURED CONCRETE OR EXISTING 4. ————ZiEXISTING GLASS CONCRETE BLOCK WALL REQUIRED FCLASS 4 ------ ---- — �L7 1/2"S.M. M SEPARpnCN MIN.SFPAPAnON TO GLASS(SEE Y y---- ______ TO GLASS(SFE a 16" .C. E OR®ORO OR SCHEDULE ON SHEET SCHEDULE AD (DANSHEET 11 FOR BIDE QAND CONC ETE 1/2" MIN. 11 FOR BLADE FOR ____________ • © O O ON SHEET 19 FOR ANCHOR® — B�lID6�1&® cl. — —___ ____ OR)3 Oft OR'I OR 1 CONCRETE BLADES Q&® 12"O.C. ANCHOR EQ ® --- 1/2"MIN. L__-HQ. r _1/2' MIN. _—_ 6 OR®OROOR 0 C. .. ..._--- EQ 2•MIN, 2"MIN. • BLADESEE UMIA ONNSHELTS OF U28 FOR �OROOR(gORO VIE Y 5 (CO R ®' PLAN GRID DETAIL t o•®w©•®w®•Q POURED OONCRETE OR I OR � ©"'®w©"7Q°^8Q 10•®e" END INSTALLATION CONCRETE BLOCK WALL REQUIRED HV BLADE OR-g HV WINDOW BLADE INTO © O ©w© � ®w O.Ow�•©w�•�wC� CONCRETE OR CONCRETE BLOCK WALL. ®'®w�•®�'O`®w ate,® END CONNECTION DETAIL® ®•®wOO ®w� ®^"®w��/�� . O NECT DE IL© Hi h Velocity hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. V` '�:ICE%y••G.��%�- BERTHA HVTM s IL EC O �N�. A■S■S■A■ Accordion Shutter System 7 e M. MADE#i W/OR W/O KV.WINDOW RADE � 1 American ShutPer Systems REV.No DESCRIPTION ogre DRAWN Bf: M.L TICCIT TESTING & ENGINEERING COMPANY o ' a%Zoo �TFOF Association, Inc. 1 OLD n-ts3 /10/, DATE oa/m/LS • 6335 N.W.36th.SL.Ste.304 NRGINIA GARDENS,FLORIDA 33ie 4288 West Roads Drive 2 Phone (305)871-1530.Fax:(305)671-1531 DRAWING NO e-moil:lllleco0eoi.com West Palm Beach, FL 33407 3 .s/pyAL E���►�;,•t • EB-000e719 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 ,• WALTER 0.nLUT Jr.P.E. P.E.SEAL7STCNAdWW/6A!E FLORIDA Uc.S 44167 5 10 SHEET F 20 SCHEDULE 41 SCHEDULE 4 LO ES: (t)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO CLASS REQUIREMENTS *. MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" CIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L—" (ft.) RATING. FOR INSTALLATIONS W "L+" OR "L-"' ft. FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-;MAX.ALLOWABLE SPAN FOR A GIVEN (t) SEE BELOW FOIL MINIMUM SEPARATION 70 ( ) W/ SYMMETRICAL CENTE W NEGATIVE A.S.D.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® & ®or or W/ ONE INSTALLATIONS W/ W TWO HV OR de)W/ ONE HV LOCKS THE FIRST 30'-0° ELEVATION OF BUILDING V LOCK Or ®� Or HD LOCK �W CENTERMATES. 21 & / (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. / OR LOCKS OR TWO ORW NO LOCKING NO LOCKI ROD 0 CENTERMATES & ONE HV LOCK OR / SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK (� W/ TWO LOCKING RODS OR ® W/ NO TICKING OCKING RODS ®ToP/BoTTO ODS FLOOR/CEIUNG: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ®® W/ ONE NV LOCK ® OR ® (vAUO FOR MOUNTING(@ INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, ®TOP & BOTTOM ♦(SEE NOTES t,1'6 RODS ♦(SEE NOTES t.O R ♦ SEE NOTES t, SHEEP 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSURE MEASURED AT BOTTOM OF SHUTTER IS 3 NCR &W 00 RATING, DETERMINE MAXIMUM SPAN "L+' NAAARIM MAXIMUM CCNCRETE&WOOD UMMUM CONCRETE FROM SCHEDULE uAxluuu CONCRETE&WOOD INSTALLATIONS() A.S.D. A.S.D. AS.D. INSTALLATIONS DESIGN INSTALLATIONS 6 INSTALLATIONS GIVEN A NEGATIVE A.S.O. DESIGN DESIGN PR URE PRESSURE FLOOR CFJONG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM L SEPARATION TO CLASS SCHEDULE- PRESSURE FLOOR/CEILING PA DUCE WAIL MOUNTINGS RATING RATING / RATING WALL MOUNTING MOUNTING (P.-O �,,,1,) FLOOR/CEILING MOUNTING (Pij- OR SPAN 'L--"FROM SCHEDULE. SHUTTER W/ ONE LOCK WITHOUT LOOKING RODS (R',l.) t+OR-) FLL+ (ft)UNC L-(ft) L+a4_) FLOOR/WALL MOUNTING (+OR-1 L+ (11) L-(ft) ri�2- L-(ft) L+ (R) L-(IQ L+ R L-ft) L+ (It) L-(ft) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ 30 13'-2" 18'-0" 16'-O" 30 12'-3" 14'-9' 30 13'-7" 16'-0" 30 13'-2" 16'-0' SHUTTER BETWEEN "L+"AND'L--". SPAN OPPOSING 35 12'-B" 14'-10' -14'-10' 35 it'-9" 13-9 35 12'-7" 15'-7" 35 12-8 14'-10' CENTS TEES• CENTERMATES 40 12'-3' 13'-10" 13'-to' 40 11'-4° 12-9 40 12'-2' 15'-2' 40 12'-3" 13'-le (3) PROCEDURE TO DETERMINE MAXIMUM105'45 11-71 13'-1' 13'-1" 45 11'-1" 12'-0' 45 11'-9' 14'-3" 45 11'-11" 13'-1' SPAN FOR COMBINATIONS IN BEINGS:WEEN 3 3/e's 4" WALL W/FLOOR/CBLING MOUNTINGS: OR LESS50 11'-7" 12'-5' 12'-5" 50 10'-9" 11'-5" 50 11'-6" 13'-7" 50 11'-7" 12'-5' >105"TO MAX.55 il-411-1011'-io' 55 10'-6" 10'-11" 55 11'-3' 12'-11" 55 11'-2° 11'-10" FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED3 7/8'e 4" 60 11-1 I1-4 11'-4" 60 10'-3" 10'-5' '60 11'-0" 12'-4" Go 70'-2" 10'-11" PRESSURE RATING: DETERMINE: USE?. 1/2'FOR HD LOCK .ENT OR T040 E 65 10-10 10-10 10'-7" 10'-10' 65 10'-0" 1D'-O' 65 10'-9" 11'-11" 65 9'-$" 10'-1' L7+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV®L'EtJTERMATES- 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8' 9'-B• 70 10'-7-. 11'-5" 70 8'-9' 9-4_ L2+= MAX.SPAN FOR FLOOR/CEILING INSTALLATIONS. 75 10'-1" 10'-1' 9'-10" 10'-1' 75 9'-4' 9'-4" 75 10'-4' 11'-1' 75 - - --B.-g. LING EUA a M SEPARATION TO GLASS S H D NJI E' MOUNTING INSTALLATIONS. W/ONE LOCK &TWO LOCG RODS OR 80 W-10' 9'-9" 9'-7' 9'-10" 80 9'-0' 9'-0" Bo 10'-O' 10'-9" SHUTTER KIN 85 W-6' 9'-6' 9'-3 9'-6" 85 8'-9" B'-9" 65 9'-9" 10'-51• FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS_ PRESSURE RATING: INSTALLATION W INSTALLATION W/ 90 9'-3' 9'-3' 9'-0' 9'-3" 90 8'-6° B'-6" 90 9'-5" 10'-1" / DETERMINE: SHUTTER SYMMETRICAL OPPOSING 95 9'-0' e'-9" B'-9' 9'-D' 95 8'-3" 6'-3' 95 9'-2" 9'-10' Lt-- MAX.SPAN FOR WALL MOUNTING SPAN CENTEaMATES CENTERMATES 100 8'-9' W-4" 8'-6° 8'-9" 100 8'-1" W-1° 100 9'-0" 9'-7' INSTALLATIONS. Is-r MAX.SPAN FOR FLOOR/CEILING 105• 105 8'-7" 7'-11" 6'-4' 8'-4' 105 7'-71' 7'-11" 105 B'-9" 9'-4' MOUNTING INSTALLATIONS. .OR LESS 2 3/4' 110 W-4' 7'-7" 8'-2° 7'-11" 110 7'-8" 7'-7' 110 8'-7' 9'-7' () MAXIMUM SHUTTER 115 W-2' 7'-3" W-O" 7'-7" 115 7'-6" V-3' 115 8'-4' 8'-11' SPAN "L+"OR "L-" FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUA >705"TO MAX 3 1/q•rsr 3 7/4" T0.THE MINIMUM BETWEEN 1t+'. "12+', ALLOWED 120 8'-0' W-11" 7'-10" 7'-4" 120 7'-4' 6'-11' 120 8'-2" 8'-9" INSTALLATIONS IMO WOOD "L1=AND 'LE-' • USE 2 15/16" FOR HV'T"LOCK 0 W/®5 125 7'-10" 6'-8" 7'-8' 7'-D' 125 1 7'-3" 6'-8" 125 8'-0" 8'-5" SHALL BE UMRED To 105 130 7'-8' W_5" 7'-6' 6'-9' 130 7'-1" 6'-5" 130 7'-t0' g•-1" psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL �t USE 4 1/8"FOR NV'r LOCK 0 W/Q 135 7'-7' 6'-2" 7'-4' 6'-6" 135 6'-il" 6'-2" 135 7'-9" 7'-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTMATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5" 5'-17' 7'-3' 6'-3' 140 6'-10" 5'-11' 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTAL ATI-s` O�EGEN1 145 7'-3' 5'-9" 7'-1' 6'-0' 145 W-8" 5'-9' 145 V-5" 7'-3" 150 7'-2' 5'-7° 7'-0' 6'-t0' 150 6'-7" 5'-7' 150 _ 7'-4"-• -.•7'-0° CONCRETE&MANSORY WOOD 155 7'-0' S'-5" 6'-70" 5'-8" 155 6'-6" S'-5' 155 7'-2" 6'-9.' t *H.V. CORNER CENTERMATE#3 MAY BE 160 6'-11" 5'-2" 6'-9" 5'-6' 160 6'-5" 5'-2" _16_0 7'-1" 6'-7° WALL A, B, C, D, E, M.N.O,P.Q.R, USED AT ALL MOUNTING INSTALLATIONS. LOCKING S &V. 165 6'-10' 5'-1" 6'-8° 5'-4' 165 6'-3" 5'-1" 165 7'-0" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. 170 6'-9' 4'-11' 8'-7' S'-2" 170 6'-2" 4'-I1" 170 6'-11" fi'-2' MANDATORY CONDITION )t2 NOTE Q5, SHEET 5. FLOOR/CFILING t75 e'-7' 4'-9" s'-s' S'-0' t75 s'-t_' 4'-9" _ 175 s'=9• s'-o• .1. OUNTING G, H. I, 11 + J. T. U, W & X. 180 fi'-6" 4'-8" 67 a 4'-10" 180 6'-0' 4'-8" 180 6'-8" 5'-10' 1 EX�'T THAT MAXIMUM SHUTTER SPAN"L+"OR'L-"AND MAXIMUM A.S.D.SDi• M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 fi'-5' V-6" V-3' 4'-9' 185 V-11' V-6' 185 C-7" 5'-8" BLOCK SWILL BE UMTTED AS FOLLOWS: 190 6'-4' 4'-5' 6'-2' 4'-7° __190 _ 5'-f0° 4'-5' 190 6'-8' 5'-6' 7- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. O `/ BLADE 4'-6" 195 5'-9" 4'-3" 195 6'-5' 5'-5' AND 8'-0" SPAN V 4'-5" 200 5'-9' 4'-2' 200 6'-4" 5'-3' SEE MOUNTING S ON SHEET 7. 205 8'-0' 4'-1" 6'-0' 4'-3" Z05 5'-8' 4' 11�� ��� fi'-3" 5'-1' C, HI h VeIOCI Hurricane Zone ED 2015 EASTERN METAL SUPPLY, INC. �GEI�s •. BERTHA HVTM ' /Tm�Eq O i IN C. A.S■S■A. Accordion Shutter System Itv BLADE#1 w/OR w/o H.v wNDOMADE 6rG AmerTcon Shutter Systems REV.N,I DESCRIPTION FJ_E7 DRAWN 9r. M.L. p% TILLIT TESTING ENGINEERING COMPANY Association, Inc. 1 OD tt-193 $ & +/10/t DATE: 04/10/15 :•Q' 0350 N.W.30th.St,Sb•305,MRGINIA GARDENS,FLORIDA 3316 '•. : 4268 West Rdads Drive z DRAWING No e-man: t0008 Phone:(305)571-1530Ua ®aol.com.Fox:(305)871-1531 West Palm Beach, FL 33407 3 s/pyA�•��� EB-0009719 Phone: (800)432-2204 • Fax: (561)209-8380 4 15^080 WALTER A TILLIT Jr.P.E. s SHEET P.E.SE4�r5(GICA'f{1RE/DATE FLORIDA Lte. 44167 a 11 OF 20 u W.1&J.•:- ,. ,. • •: 11:12 ■ iI :.9 :. .•: ,� • , :' . 111 •:� :.�� h•::�'•�• . , •..�11� �- •�':.. •. :al, .`l: :1•� WITH ADVANCED THREADFORM TECHNOLOGY BWE TAP a� w .E. O I �� • O , Iry , 0 '� 'O ���� Q: © •• ,a• momomImmommmrm mommm1MIMEooMmmIM mmmmmIM. mom ' ®�®mv000nmm0on000a�mmoa1o11oMmmm0000M•®mmoovo®000000 . ,. mmmoona©mmmon000m®moonooas,mm0000©®mmoovv0000000�� mmmonolvo mmmnnvoo m®mvoovo mlmmnnolvM lrammvonoo oon000n® ®®mm0000nmmm0000n®mmvooloolM®moovvMmmmoov®M. ooao®o mmmn0000m®mnoonn:®mmonv ommmoonvoMMMMM �oKARMEN" ®: .• mmmm000®oM®moron®mmm10®mM"Mm= 000000©0 ' um mmoQunommmnnoo®®mm000vo'MmmnnoeaMmmmon®oeoMM"Mmo Eon 11� �ammmv0000®mmvoo®®mmmo®ov mm�v®vvonoo ®mo ®mmmon©�oMmmnnnoom®mnoov�®mmnnMvo�mmmonmMM�no���l�o ®®mm0m=on�mmwvo�®m00000'mmm®Mo r�g�®���r�0000noo©oo �mmmo®©Mammmnn®Mom®monoMommoMMMOMmmo®®MMonnEamm®MM mmm®©Moram®mnnMMom®MMMIN Mm®�©MMMMmmmonMMM0000®v©M mmmo©MoommmonoMo®®mv n MmmmoMMolo®mm®®Mvonomm�®oo mmmm®Moom®mv®oMo®mmnnooM®moMMovommm©MMMMoo[�©v©ao : ,� •' mmv�MMM®®my®MMMm®®MMMeaMm®mn0000no®dnoMMM'mmm©oeo��mmooMoommmonooMmm©MMMAvmmnmoMv0000mm000 " mm®v0000mm�o©Mao®®m0000v®�0000�om�v�0000'oo1®m®moo mlmn®ooMo,mmmo©MMMm®mono>vommaoMMMomm®MMMMMoom00000 ®®moMMMMormmm000Momo�mMMMMM�nMMMMOMamn©MMMMMnoAo®MMM• ' ®©oMMMMom®mMMMMMO®mMOMMo�IaMMMMVM®mnoMMMMnnnvv©oo. mmmMMMMommmMMMMMmmmooMooammoMMMVM®moIMMMMMnnomm000: mum ' mm©MMMMo�+I®oMMMMMOmm00000®mMMMM000�moMMMMeaoom® mm©ooIMMM®®moMMMo m®mMMMMo�mMMOMOM®fm®MMMMM rano®Msao r�®MMMMMom®MMMOMamlmooMMMMn®MMMMMMomoMMMMo'omm®©MMM; ®®m000000mm000000mmv000vo�0000000�weovooiooMKMMMM ®®®vvAoaom®0000vv®mvovvvow�M®®®�Mo�000000000©00000 Q . , . r • Q y r �m000voo���o�a0000m000000w000vv�o0oMl000�MooO�®��e�; � r� r ®��o�MOM�oo�omv000voa00000ovo�oovv000�voMMOMMo�®0000e' � � 0 IM AmSmSmAN •r r • •• .• 1 • American Shutter Systerw-A Assoclation, Inc. • Pho West Palm Beach. FL 33407 FLORIDA LIC.#44167 © �® Phone: (500)432-2204 . Fax: (561)209-8380 WALTER A.71LUT Jr.P.E. 0-� ,. MAXIMUM ANCHOR* sgpEZ-gR:jpqHEpuLE Fog A RN mg. sHuFFER SPAN. As.p. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES No A (SEE HOUNRNOS,F.G,&H ON SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Vc-3 ksl) YA%IYUY QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING ANCHORS SPACING FGEND - 1/4.0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1.-W-BUILDIX.(Min.f'c m 3 kel) AS.D.DESIGN NLL M LOAD pst ASA.DESIGN NEGATIVE MOUNTING paf ASD.DESIGN NEGATIVE LOAD pet - 1/4"d x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc-3 kei) 010'4 TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1'c 2 kei) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 I60 2A5 30 40 60 75 90 120 10 205 1 4'd TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY THREADFORM TECHNOLOGY - / 14 12 10 9 B 8 6 55 14 12 10 9 e e 8 e 74 12 to 9 B 8 6 B COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORQED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 3'-0• - _ - 14 72 t0 s B e 6 6 ALL POINTS SOLID-SET (Min.f•e=3 ksi) OR 14 12 10 9 8 B 6 0 14 12 10 9 e 8 6 6 74 12 10 9 B 8 6 5 BLUE TM W/CAP NOTES: 14 12 10 B 0 8 6 7 14 12 •0 9 8 8 8 B t4 12 10 9 B B 6 e TAPPER+ A11 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THRFJ�DFORM TECHNOLOGY ANCHORS AND TAPPER4 ANCHORS IS 14- 12 lO 9 8 7 5.5 3.5 a 12 10 9 8 8 e B 14 12 10 9 8 8 s 5 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. - - 14 12 '10 9 a 8 a 5.5 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 B 6 4 14 12 10 e a 8 6 S.5 14 12 10 9 8 8 4 3.5 INTO STUCCO.SHALL BE PERMITTED. 1/40-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND I4 12 10 9 B 3 8 45 14 12 10 9 8 8 8 5.6 14 12 10 0 8 8 6 4.5 SEE UMJ�fA710N5 OF USE--11"MINIMUM FOR WALLS WLTH NO STUCCO. 14 12 10 9 7.5 5.5 3.5. - 14 12 10 9 8 8 6 3' 14 12 10 B e 7 5.3 4 BIADE 1�t/ ON SHEET in 5'-0" - - - - - - - - 14 12 10 9 8 B 6 4S A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 B B 7 4 - 14 12 70 B a s.s 5 3.5 14 12 70 a e.5 5 JS 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE Si4LLL BE AS INDICATED ON 14 12 ID 9 B 7S 4.5 - 14 12 10 s e B 8 4.5 to 12 10 s 8 6 4b 3.73 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.517.5 8.5 4.5 - 74 12 10 9 B 7.5 5.5 4 14 12 10 9 8 6 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 6'-0' _ - 14 12 10 9 B L5 5 3.5 14 12 70' 9 7.5 5.6 J - 14 12 10•BS 7 5.5 4 3 14 12 a 8.5 6,5 4 3 - (B) TO EXISTING CONCRETE BLOCK, (ASTM C-90) 14 12 10 9 8 8 - - 14 12 10 9 8 6.5 5 3.75114 12 10 8.5 8 5 4 - - 1/410 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 -65 6.5 3 - - 14 112 10 9 8 85 4.5 3.5114 12 10 e 7 5 3.5 3 - 1/4"d x 3/4"ALL POINTS SOLID-SEE ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. _ 7'-0" _ - 14 12 10 9 7.5 5.5 4 3 - 1/4'd BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.5 8 4.5 35 - 74 10.5 7 5S 4.5 J.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY 14 12 10 a.5 . 4 - - 14 12 f0 9 7a SS 4 - 14 0. 8 7 75 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORTLED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 15.514.5 - - -• 14 12 19 9 7.5 5S 4 - 14 12 9 7 8 45 3 - - - - - - - - 14 12 10 B 6.5 5 3.5 - NOTES: I4 12 4.5 7 5.5 3 - 14 12 B 6.5 5.5 4 3 - 2S 9S 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 7.5 8 - - - 14 12 9.3 B 8.5 5 - - 14 12 0 6 8.5 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 10 8 85 5 - - 14 12 a 6.5 5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 8.5 7 5.5 4 _ _ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.3 6 4 - - - 14 .11 7 5.5 5 3.5 - - 11 B 5.5 4.5 3.5 - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 65 4S - - - 14 12 85 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 ^ 11.5 8.5 SS 4 - - - - 14 12 9 7 6 4,b - - 14 11 7 5.5 4S 3.5 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 10'-0' _ _ _ - - - - - - - - 14 12 8 8 5 4 _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 IDS 735 - - 13 9.5 es 5 4 3 - 10 7S 5 4 3 NOTES B.1)&B.2)ABOVE.FOR INSTALAIIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.S-6 - - 14 17S 9 6 5 4 - - 25 9.5 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2BA. 0.5 8 5 - - - - 14 2 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - - 11'-0" _ - _ _ _ _ _ - _ _ _ - - - - 14 10.5 7 5.5 4.5 35 _ - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - - - 12 9 8 4.5 4 3. - - 9 7 4.5 35 3 - . 14 10 7 - - 14.10.5 7 5.5 4.5 - - - 1.5 8.5 5.5 4:5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.s 7 4.5 - - - - - 1+ 11.5 7.5 6 5 - - - 12 s 6 45 4 - - EDGE DISTANCE RSUS SPACING SCHEnIJLE FOR ANCHORS: 12'-0" 1.8 8.5 4.5 - - - - - 11 8 5.5 4 3.5 - - - e 16 4 3 ± - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS T}UW THE INDICATED,REDUCE J.5 0.5 a - 13 BS 8.5 5 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FDR EACH ANCHOR TYPE 9 6S - - - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 5.5 4.5 35 - - 12 9 e 4.5 4 _ _ _ FACTOR 0.5 8 - - - - - - 10 7S 6 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON W/ADVANCED 1HRFADFOI M TECiI TAPPER + 12.5 8.51- - - - 12 9 B 45 4 - - - 0.5 7 5 4 - - - ALL POINT SOLID SET BLUE TAP W/ CAP MIN. SPACING HV �R DICTANCE MIN.SPACING 8 6 a.5 7.5 5 4 - - - - E.D. 3' 4' MIN.SPACING 3 1/2' MIN.SPACING 3' .37. /4�W% rvll 14'-0" - - _ 11 8.5 5S 4.5 _ _ _ _ POURED CONCRETE& POURED CONCRETE& pgEE 10 7.5 - - - - - - B 7 4.5 JS - 7 5 3.5 3 1 ��CON77lElEWtJO✓tiEHOCK CONCRETE BLOCK CONCRETE BLOCK MN En 8 - tI 8 55 45 - - 9 ,8.5 45 - - - - - D YIN ED.o3 1/Y MN FD."21/2' MN.ED=3 12' AIN.ED"3' 7.5 - - - - 12. B e - - - - - 9.5 7 4.5-- - - - - 3• 0.90 7.0 0.78 1.0 0.84 1.0 - 0.5 e s - - - - - BLADE WORKING 21/2' o.Bt 1.0 - - 0.e7 �--Od 15'-0" 9 _ _ _ _ _ _ 8.5 6.5 a. - - - - 6.s s 3 - - - - - IN UNISON ♦ 2• 0.71 - _ - .. 0.51 10 - - - - - - - 0.5 8 5 - - - - 8.5 b 4 - - - - - - H.-S is 6.5 5.5 - 9 6.5 4.5 - - - - - 1 3/4" 4 9,111 - - - 0'43 _ _ - - 10 7.3 5 _ _ _ _ _ 0.35 ^ - - 8 13 's - - - - - a s 4 - I - - UICQ High �telocit Rurcicane Zone ,f C 2015 EASTERN METAL SUPPLY, INC. cEi>;SF•: BERTHA HVTM c S Accordion Shutter System 1 L E C O t a�. . a . . Kv. EIADE#1 W1 OR W/O TLV. WNDOW RADE American Shutter Systems REV.No DESCRIPTION I DATE I DRAWN BY: M.L TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-1954/10/15 DATE: 04/10/15 °°A 6355 N.W.36th.S..Ste.303•WRCINIA GARDENS.FLORIDA 3316 4268 West Roads Drive 2 DRAWING NO O /no} j Phone:(305)871-1530.Fax:(305)871-1531 �1� o-mon:tilt-ocol.corn West Palm Beach, FL 33407 J ns� A` f EB-a006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 r U ONAIL f f WALTER A.TILUT Jr.P.E. P.E.!SE�L'/3f6l�I�RE/DATE FLORIDA Uc.j 44167 6 ISH F 2 MA)(IMUM ANCHOR* SPACING (i0,) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. A.S.D. nFSIrR NEGATIVE LOAD AND A GORRESPQ(dDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS ,_ _ (SEE MOUMINOS I,J.K 4a L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND MAxIMUM 1 WALK OVER& It TRENCH QRAINGUARD MOUNTING QWALL/FlAOR MOUNTING ©-L/WALK OVER MOUNTING SPAN AS.D.DFSIGN NEGATIVE LOAD(p.0 A.S.O.OERIGN NEGATIVE LOAD(pd aAS. ESIGN NEGATIVE LOAD(ps1) S.D.OESIGN NEGATIVE LOAD(p31) AD.OTAPCON WITH ADVANCED (ft) _ _ THREADFORM TECHNOLOGY 30 40160 75 90 120 160 205 30 40160 75190 120 160 205130 40 60175 90 120 160 205 Jo 40 r6gpgo 120 180 205 ALL POINTS SOUD-SET 14 12 110 9 1 8 1 8 6 6 12 12 12 12 12 1.5 BS 8,5 7 7 7 7 7 5 5 5 5 5 6 5 3'-0" 14. 12 10 9 e e 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 b S 5 5 5 5 5 BLUE TAP R LESS 14 12 10 98 8 6, 12 12 12 12 OS 11 6 4.5 7 7 7 7 7 7 7 8.5 6 6 5 6 5 5 5 5 TAPPER+ 14 12 10 .411-8 8 6 12 12 12 12 12 10 7.5 B 7 7 7 7 7 7 7 7 S S 6 3 9 5 5 5 14 12 10 9 8 B 8 8 12 12 12 12 1.5 8.5.8.3 5 7 7 7 7 7 7 5S 4 6 5 5 5 5 5 5 4 4•-0' 14 12 10 9 D e B 6 12 12 12 12 12 9,5 7 5.5 7 7 7 7 7 7 7 7 6 5 5 5 5 6 5 5 14 12 10 9 O 8 0 0 12 12 12 8.5 5 0 4.5 3,11 7 7 7 7 7 7 0.6 5 5 5 5 6 5 6 6 6 14 12 10 B 8 8 5 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 3 5 Ll-12 t0 9 8 8 6 e 12 12 12 11 a 7 5 4 7 7 7 7 7 5.5 4 J 5 5 S 5 5 5 4 3 14 12 10 8 B B 6 B 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 8 5 5 5 5 5 14 12 10 9 B B B B 1z 12 9.5 Z5 6 4.5 3.5 - 7 7 7 7 7 7 s s.5 s s 5 5 s s s 4 * SEE ANCHOR 14 12 10 9 B B 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 !---12- 4 12 10 9 8 8 6 6 12 12 1.5 9 7.6 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0` 14 12 10 B 8 8 B 6 12 12 12 10 '8 8 4.5 J.5 7 7 7 7 7 7 7 7 5 5 5 8 5 5 5 6 ON SHEEP 13 14 12 109 8 -0 6 6 12 12 8 6 S 4 3 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 B 6 8 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 L4_12 10 8 B B 0 8 12 12 10 B 0.5 5 3.5 - 7 7 1 7 6.5 55 4 - 5 5 5 5 5 4. 3 14 12 10 9 8 0 6 fi 12 12 12 8.5 7 5_ 4 3 7 7 7 7 7 7 7 0 5 3 5 5 5 5• 5 9 14 12 10 9 B 8 6 0 12 10 85 5 4.5 3 7 7 7 7 65 5 J 5 5 5 5 5 5 3.5 3 14 112 10 9 8 8 0 18 12 12 8.5 7 6.5 4 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - O VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 0.5 7 15.5 4 3 7 1 7 1 7 5.5 4.5 3 5- 3 5 5 45 3.5 1- - P.SF A.S.D. DESIGN PRESSURE 14 12 10 9 8 0 8 - 12 12 OS 7.3 8 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5_ 5_ s 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 '0 - 12 9 B 4.5 1 4 13 - - 7 7 1 7 7 15.5 14 - - 1 5 5 5 3 5 4 3 - SCHEDULE #4, SHEET 11 14 12 10 9 8 B I 0 12 11 75 8 1 5 0.76 - 7 7 1 7 7.5 6 14b 1- - 1 5 5 5 5 5 4.5 - - 14 12 10 9 8 e - 12 1.5 7.5 8 5 3.6 - 7 7 16.5 5 4 - - 1 5 6 5 5 4 .3 - - 9,-0. 14 12 10 9 8 B - - 12 12 9S 65 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 8 9 0.5 8 5 4 3S - 7 7 1 7 6 5 3,5 - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 12 10 6,5 5 4.5 - 7 7 7 6.5 5.5 - - - 5 5. 5 5 3 4 - 14 12 10 9 8 8 - 12 0.5 7 5.5 4.5 3.5 - 7 7 5S 4.5 3.5 - - - 5 5 3 4.5 3.5 - - - 10'-0`14 12 10 9 8 e, - - 12 11 BS 6 5 3.5 - - 7 7 7 7* 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 1 0 - 9.5 7 14.5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 - - 14 112 110 9 8 8 12 9 16 5 4 .7 7 7 6 5 - - 5 5 3 4.5.1 5 1- - 14 12 10 9 8 e - 12 95 16 15. 4 S 7 7 5 4 3 - - 5 5 5 4 35 1- 11'-0` 7 7 7 7 7 7 ]S - 5 5 3 5' S 5 5 14 112 110 9 8 'B4- - 11 55 4 8.5 4 3 - - 7 7 6 5 4 - - 5 5 5 5 4 3 - HV BLADE ONLY 14 12 10 9 8 0 - - 11 B - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - \\\ 14 12 10 9 8 15 8.5 55 4.5 35 - 7 7 4.5 3.5 - - - 5 5 4.5 JS 1 J 1- - - 12'-0` 14 12. 10 9 8 - - - 12 95 BS 5 4 1 3 - - 7 7 7 7 7 6 3 - fi 5 5 5 5 5 45 3.9 14 12 10. 9 B B 8 4 '3 - 7 7_5S 4.5 3.B - - - 5 5 5 4.9 4 3 - 14 12 10 9 8 10 75 5 4 7 7 6 5' - - - 5 5 5 5 4 - - 14 12 110 9 B 0.5 B 5 4 3.5 1- 7 6.5 14Z 3.5 - 5 5 4.5 3.5 3 - - - 13'-0`14 12 110 9 8 - - - 1.518.5 B 4.5 3.5 1 3 - - 7 7 17 17 17 4.5 - - 5 5 3 5 5 5 4.5 35 14 12 10 9 8, •- 7 5.5 3.5 3 7 7 15 4 1 3 - - - 5 5 5 4 3 - - 14 12 10 9 a 9 7 4,5 .75 - 7 7 5.5 45 - 5 5 8 4.5 4 - - - 14 12 10 9 10 7.5 5 4 3 7 0 4 J 5 5 4 3 - - - - 14'-0" 14 12 10 9 - - - - 0.5 8 55 4 3.5 - - - 7 7 7 7 7_ 4 - 5 5 5 5 5 5 4 3 , 14 12 10 9 - - - - - - -- 0.5 5 3 7 7 5 3 5 5 4 - - - - 14 12 10 9 - 8.5 85 4 7 7 5 4 - - - 5 5 4 - - - 14 12 10 - 9 7 4.5 3.3 3 7 5.5 3,5 - 5 5 3.5 - 15'-0` 14 12 10 - - - - - 10. 7.5 5 4 S - - - 7 7 7 7 7 J.6 - - 5 5 5 5 5 6 4 3 14 12 1107 7 4.5 3 14 12 10 - B 5 4 7 1 7 5 5 5 5 4 - - - 14 1210 - 8.5 16.5 1 4 JS - 7 5.5 3.5 - 14 12 10 - 85 7 45 3.5 3 - - - 7 7 7 7 8 S - - 5 8 45 3 - - - - - 7 N/ - - - 5 5 4 3.5 - - - - 14 12 10 - - - - - 7.5 5.5 .75 1 11 1- 1 .5 - - - S 5 4.5 - - - - ORIDA BUILDING CODE(High Velocity Hurricane Zone ,J ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A Accordion Shutter System *` Ti "r E dr ® �N c. . . • • H.V. MADE#1 W/OR W/0 H,V.VdNDOW MADE O�:•g/fi d S American Shutter Systems REV.NO DESCRIPTION DATE DRAWN BY: M.L. 'tt�.y ? TIWT TESTING do ENGINEERING COMPANY Assoclatlon, InC. 1 O➢11-193 4/la/1 DATE: oa/10/1s F '•v AA 4135 N.W.36th.St.,S1..309,VIRGINIA GARDENS,FLORIDA.3310 17••'•�, •_LURK_• _�r � 4268 West Roads Drive 2 DRAWING No phone:(JOS)871-15J0.Fax:(305)871-1531 Gls-x,41 a-mall:tiltecoloaol.com West Palm Beach, FL 33407 3 ,1 -'-.810 VAL V�,1f EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 J-080 ,�.N• WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.111 44167 5 SHEET 6 14 OF 20 u ,Lei.,V11 Ne..: . 1 .: III*I CC3�111111 a :111 20 ,:. :.R� •:: Ili I •ud .11.Les V1• •: g. .:al 30,J IkIII41 .7: :1•� M.mmmmmmom mmG7®m�Q37Mmmmmm�[[��mOmmmm7��mmmmm��� mmminn®caammmo[71 aLs®mm ' n®mmaDODO®®®®mm[7d®®OmmmnO®m= mmm�nnnnammmnnonm®m�nomm000000®ommmra ®mmmonnon mmmnnnvommmnnnnommmnonnonoonoonommIER" : is®mmnnnvv. �mmmn0001:113 ®®ommoon®®e000no�1®®mmvo®oommmov®vo oummonnaa®mmnnnoam®KEN? ®oonno ®®mmo1111 mmn000a 11133 13"M mm�® ®aOmmDMWMUM= Opm®OMaaOmn®nava®mn®n®aa' almmooaao®®mdO®O�m®m 0®m®,m�7mmm®®ommmmm ®®moo®vo ®uA®mna�aaaa®mn©aaam�®nneeenomn©aaa'mUMM"M a m®®n©aoa. � a•mmn©ova®mmnonaa®®onodvaononoa®o:mmmn®aoiommmnaova. mmmn®aaammmon®aa®m . o"M1!11 onnnomommmmmo©oaammmvo®vo, m®oo°aov®m®mm0000m®DDD®O o mno0m®O00®ODMOVO m®ODDOOO mmmlpaaaa0 ooaam®mmn©ve.anono©©mmmmmoMm atmmmoaoo ®m®©aaOvOw®®mLalOOmm®®D©00000®D©®o00®®DOOvo;NO ®aaOa on©aaa. ro'ooiPvoamm®®aoam�am�eoveennn®o®aommmaaoaamm mmmaaa �mmaaaaaa�®©oaaaa�m©oaesen®©000iaom®oo�aoaam®©ooaoa m . mmooiaaaamomoaaam�am�ewenoom®®aa.0Moavaoom�o®aovea ;®m©aaaaa mmnmaaaa smm�c c�ese noom®000 mm©aoaaa.mmoimaaaa, ®o vaaaaamoomaoaoansseeseseoom000a nvaaaavao�o®asoma; w0000a ®�aoaaaaaeneeseenoo©naao�m©aaaaa®mn®aaa mmoaaao mmmaoaoakeise�s oemenoraovasaa®meaaaaaamm®aMEEN ®naaaaaa'mOOaaaaa116i[�!lSsede��®®®000mmma MosOaaOO • mmaoaoaEmmaaoaamn�mmsesen pp pp �maaaaaa'mKUMaaaaa!!lRfi7esms0ODD®®Oda�flmaavaaa mmmCfMIN ®®aoaoaammaaaaaamssse�ss®maA0000m®ooaooa®maaaaoa �m000000am Kam oo,�k' nesmes'imod©mnoA�m0000m03mUNION M vaaaoaaov©aallo adsesso©a0000aomaaaaaa®©aaaooa am mooaaa®® eseses'no ®ao ©�avaaoamooaaaoa �oaaaaaa�maaaaaa�mserssAsno®m®0000��oaaavaommaaaooa ���avoaaa��m000000r�s®iAssessm©�m00000 0000000m000000 . v®aaaaa oaaaaaa�naaaoaam�nesenes:no®�aaoamvaooaoa,movaovoa � , � •.- 0 � • �oaaooaaavoaaaaaonesesesenmooaaaavavaoaaamovoavoa aa000aaoaaaaaaaneoosasenod00000navaaaaaamaav000vo 1 w • w. - w maoaaaaamaaoaaaasns esesn®000aoomavvaov moavaaoamvaoaMMM msesesse®aa�aaaao®aaoamm=v0000vaa ®oavaaoo®oa aao®esnesesm®®aoaaa®ovaaoao®aaoaava • ' • maaaaaooi macro®aoo,n�sseslsse oo®aoaoo mavvaova moaavaaa BERTHA HVTIVI Accordion Shutter System /TIL7EC 0 A.S.S.Aw H.V. MADE#1 OR W10 KV. WIMM •. 1Association,American Shutter Systems 0Tam . ► DRAWING©�_� iEB-00067 9 Phone: :. .• :. 0 0.0 West Palm Beach. FL 33407 MAXIM.UM DESIGN PRESSURE RAM :ORRESPONDING AXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A_ GIVEN MAX SHUTrEa'SPAN NSIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 &17). ­E; U E=3 !S; I F:ZZ -n-,_T_ I==- SOUTYERN VINE No. SPRUCE PINE R GE*PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 IWC MIN..G=0.55, FIR NORTH FIR SOUTH .• DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MR cG 0.50 W/. W/ MIN. G=0.43 W MIN.,6=0.36 MAXIMUM SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT'T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.o.WALL MOUNTINGS B.o. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W & X W & X W & X P &Q s &V s &V S &V ASO IBIM ISAIN R®1B:WM C*ASD.DW I(GM Hk59F.PRIG ASO.R.4Y WAW Bf5 x PANG w ASD.DMM"M pwaT M X An ocu I W£ RM(4 ASD.DM MM ffl 4=W (4.lsa.OMM=i=RMMK PutC W ASI).8501 W09 E M®1FE MIbC(cd)Am RA7116ANE P WIE W N fX ASO o91CUTht Pomm mm({� 30 40 60 75 90 05 30 40 fi0 75 90. OS 30 40 6o 75 90 OS 30 40 60 75. 90 OS 30 40 60 75 90 OS 30 40 60 75 90 03 30 40 60 75 90 O5 30 40 60 75 90 O5 30 40 60 75 90 OS 30 4b 60 7$ 90 05 '-0.OR LE55 12 10 10 9 8 8 6 6 6 6 6: 6` 12 10 10 9 8 8 6 6 6 6 6 6 12 1 D 10 9 8 B 6 6 6 8. 6 6 6 5 4 4 4 3 12 112 12 12 112 112 112 112 12 1.12 112 112 112 112 12 12 12 12 4'-0" 12 10 10'9 18 18 6 1 6 6 6 1 6 1 6 112 10 10 IS 18 6 6 6 6 6 6 12 10 10 9 18 IS 6 16 6 6• 6 6 6 5 44 4 3 12 12 12 12 12 12 12 12 12,12 12 12 12 12 12 12 12 12 '.0• 12 10 10 9 8 8 8 8 8 6 6 55 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7' 8 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 IT 12 12 12 12 12.12 0. 6'-0" 12 10 10 9, 8 6.5 6 6 6 6 5.5 Q.5 12 10 10 9 B 5 6 6 6 .5 5 4.5 12 10 10 9 fi 3.5 6 6 5 6 5 4.5 6 5 4 4-3.5 - 12 12 12 12 12 112112 '12 12 92 12 12 12 12 12 12 1.0 8.5 7'=0• 12 10 10 9 6S 4 8 6 6 5.5 4.5 4 12 10 10 9 15 13 16 6 6 5 4 3.5 12 10 10 7 13.51- 6 1 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 8N-0"^ 12 10 10 7.5 45 3 6 6 6 5 M1 3.5 12 10 10 8 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 1a 11 9.5 12 12 1.5 9' 7.5 6.5 9'-0• 12 10 10 5 3.5 - 8 6 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 f0. 12 12 12 ;1. 9.5 8.5 12 12 10 6.6.5 5,5 10'-0• 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 8 5 - - - - 12 12 12 12 1.59.5 12 12 121.0. 8.5 7.5 12 12 9 7, 8 5 l 1'-0" 12 10 5,5 - - - fi 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - - - - B 5.5 4 - - - 6 5 - - - -.12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12�-0" 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3.51-. - - 12 10 - - - - 6 5 3_51- - - 8 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" IL2 1'0 - - - 6 6 - - - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 T0. B.5 7.5 12 12 10 '$ 6.5 5.5 12 0.5 7 Si5 4.5 4 1 M1'-0" 12 10 - 6 5.5 - - - 12 7 - - - .5 4.5 - - - - 12 7 - - - - S 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5,7.5 6 4S 12 9.5 6.5 6 M1 3 15'-0" 1Z - - - - - 6 - - - - - 12 -* - - - 5 - - - - - 12 - - '- - - 5 - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 y7 6 4 12 9 - 12 - - - - - 6 - - 12 - - 5 - - - - - 11.5- - - - - 5 - - - - - 6 - - - - - 12 12 10. 8.5'6.5 4 12 I2 8 1 6.5 5 3 11.5 8.5 5.5 n HV BLADE OR n HV __BLAD_E_ W/ fA •HV WINDOW BLADE WORKING IN UNISON'w ♦SEE U ATIOHS aF USE FUR BLADE 8 ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -1/4"o TAPCON ANCHORS,AS MANUFAMRED BY I.T.W.BUILODL W/MINIMUM EMBEDU09 AS INDICATED AT -DOUGLAS FIR'W/G-050(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36 SN.O.S.) -MIN.1/2"COX PLYWOOD(1985 AN 2.ANCHORS TO HOLLOW CEILING SRALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF '• LAG SCREWS AS PER NOS 2012 SPECIFICADONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. �FlpjfOf°°O��"'. Hi h Velocity hurricane Zone I � m 2015 EASTERN METAL SUPPLY, INC. 41 BERTHA BERTHA HiYTM • 1 L. E C O N A.S■S■A■ Accordion Shutter System H y: (LADE#1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems REV.No •DESCRIPTION DATE" DRAWN BY: ML. 7E QF TILLIT TESTING & ENGINEERING COMPANY O Association, Inc. 1 PLD 11-193 /10/1 DATE: 04/10/15 '• ••., l , • 6333 N.W.3016.S4.Ste.703.VIRGINIA GARDENS,FLORIDA 3316 4268 West Roads Drive 2 _ L4 Ph.na (305)S71,1530.Fax (305)871-1531 DRAWING NO _ A West Palm Beach, FL 33407 ,I / e-mall:t00006aal.com 3 �^s/OnAL EO,e\/ILe WALTER A 71LLLr1Jr.P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 15-080 RE SEALJS�G'f•(01 E/DATE, FLORIDA Uc.g 44167 6 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & A Hi!♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. OESIGN PRESSURE RATING. SEE SHEET 19 FOR SPAN & A.S.D. 1/4"0 TAPCON WITH ADVANCED DESIGN PRESSU E RATING FOR IN TALLATioN WITH 1 & WORKING IN UNISON THREADFORM TECHNOLOGY W/ 1 1/.;Min.PENETRATION -- 1/4'0 TAPCON WITH ADVANCED *MIN. AREA TO THRFADFORM TECHNOLOGY D HEADER. W/ 1 1/2'MIn.PENETRATION III I 1 1 i OR Ly' E ON SHEET 15) OF THREADED AREA TO Q MN.SEPARATION I I EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 TO GLASS(� I I I I i'l FF ON SCHEDR�9ADE1 OR� 1' /4'0-20x3/4'S.S. MACHINE SCREWS EXISTING 1 ON EE 19 W/ 1/4"-20 NUTS a 12"O.C. GLASS'-'8 �6�WALL NISI z .tc� ORIXISi1NC ; �FlNISH 2x4•W HEADER REQUIRED 1 OR ® EXISTING MIN. ' 0 2'x4'WOOD I s:'" 1/4.0 TAPCON WITH ADVANCED EXISTING II HEADER REQUIRED I I ..i THREADFORM TECHNOLOGY MTO G ASS(SEE` I MIN.SEPARATION I I III 1 ""' OF THRE/ADkT)Min.PENETRATION aE(RATION G 9 2"x4'CONT. SILL SCHEDULE ON 5 I TO GLASS I PLATE REQ'D. '`;' MIDWIDTH OF WOOD PLATE. I �BIADES 1 h I EX SIG (SEE SCHEDULE—HEET 1I (SEE SCHEDULE ON SHEET 15) ®HV WALL HEADER INSTALLATION O HV WALL HEADED INSTALLATION OHV WALL SILL INSTALLATION 0 MIN.SEPARATION I I I MIN.SEPARATION TO GLASS 1 EXISTING 0 TO GLASS I II (SEE SCHEDULE I _ GLA55-1 N.SEPARATION t U- SEE SCHEDULE I 1 ON SHEET 11 I I TO GLASS t EXISTING ( EXISTING ) 2'x4'CONT.II---(SEE SCHEDULE I GLASS ON SHEET 11) I o GLASS--O I WOOD PLATE II ON SHEET 11) I x ( I I 1 4'0-20x3/4'S.S. I v REO'D. IJI I U ,, j 1/4"0-20x3/4"S.S. I 1 IAACHIHE SCREWS I \ D I s .�•i<.:, MACHINE SCREWS W/ I ( USING 1/4'-20 NUTS I I 1/4"-20 NUTS a I I Q ® 12'O.C. 12 O.C. T FINISH ot OR181 oR1 OR Jillw . E 2"x4"COM.OR WOOD PLATE I EO- w REQ'D.1/4'0 TAPCON WITH ADVANCED 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON WITH ADVANCED s` THREADFbRM TECHNOLOGY �� THREADFORM TECHNOLOGY "'W/ i/2"Mtn.PENETRATION OF •• NOTE ' ' ' W/1 1/2' Min.PENETRATION THREADED AREA INTO PLYWOOD. W/ 1/2'Min.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL SILL PLATE OF THREADED AREA a (SEE SCHEDULE ON SHEET 15) � THREA.EO AREA INTO PLYWOOD. SHUTTER ASSEMBLY. EO'D. MIDWIDTH OF WOOD PLATE. R�� EXISTING MIN. 2'x4'SNOS SEE SCHEDULE ON SHEET 15) 2-MOUNTING SEOTIONS CAN BE FlNISH (SEE SCHEDULE ON SHEET 15) IN.CDX PLYN000 REQ'0. a 16.O.C.MAX. REO'D. COMBINED IN ANY WAY TO PLYWOOD TO REATTACHED TO 1/2'MIN.CDX ALL FINISH SUR ANY INSTALLATION. EXISTING MIN. 2'x4'STUDS® 16'O.C.MAX.REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED'TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. !�!!!//J�{si BLADE 1A ON SHEET 19 ©HY WALJ_ SILL INSTALLATION {1{� E{q�, S Hi h Velocity Hurricane Zone {{{ .... JhZ ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTIM i Accordion Shutter System IL EC ® �N�. A�IS.IS.A� �• ! KV. 13.bDE#1 w/OR w/o Hv wlNoow BLADE 0� OF TIL IT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Ho DESCRIPTION DATE DRAWN BY: N.L. ���•'��ORIDn•.•'• M5 N.W.J6t h . St.,St..JOJ.VROINIA GARDENS,FLORIDA 3316 Association,8Westad Inc. 1 OLD 11-193 4/10/1 DATE 04/10/15 _ West P Wast Roads Drive 2 \ {{{ Phana:(305e-m1aiL93tecoGool.com05)871-1531 3 DRAWING No West Palrn Beach, FL 33407 -•%-ORAL�/`;�FOI{{ WALTER A 00071TILLIT Jr.P.E. Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 P.E.SEAL�SIGNATURE/DATE FLORIDA I.C./44167 6 SHEET 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13 DEI ONLY SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & WALL FINISH ASD DESIGN PRESSURE RATING FOR INSTALLATIO 'ORKING IN UNISON 7/4"0 TAPCON WITH ADVANCED THREAOFORM EO Eq 2"MIN. EDGE(IF APPLICABLE) `- TECHNOLOGY W/ 1 1/2'Min. 4"x8"(Min.) EXISTING— EW XISTING - �=` PENETRATION OF THREADED WOOD BEAM REQUIRED. Tr: AREA TO EXISTING WOOD STRUCTURAL ADEQUACY _ HEADER. 1/4'0-2003/4"S.S. OF EXISTING WOOD BEAM EXISTING WOOD '{�• SEE 5U'HEUULE ON SHEET 15 PHIWPS TRUSS HEAD TO BE CERTIFIED BY ....• TRUSSES OR ( ) 1"Mtn. pCHINE SCREWS REGISTERED ENGINEER OR E E 1/2" 1/2' RAFTER® 24• /0419 EO LO W/ 1/4"-20 NUTS SHCHUTfi R INSTALLATION.ar PRIOR TO O.C.REgUIRED ® 12"O.C. 1/4'0 TAPCON WITH 1©oa 1 ADVANCED 7NREADFORM EXISTING SOFFIT 257• TECHNOLOGY W/ 7 7/2"Min. 3/4"Max.THK. r + PENETRATION OF THREADED '"t• I Max. AREA TO EXISTING WOOD B �14z3/4' EQ EO 7'x4"x1/8"CONT.ALUM.TUBE `N� '� �OPf10NAl (SFE SCHEDULE ON SHEET 15) EQ 0 S.M.S. 56063-78 ALLOY)W/ I I 1 ® 6"O.C. I 11 Or 1©or 15 `3) RAFT LAO SCREWS TO �".• 1 I I I I EACH RAFTER CR TRUSS. 11 or Q or 15 LOCATE LAG SCREWS AT Li Li1 I MIOWIO7H OF EXISTING WOOD p AIXISTING MIN 2'x4' I I 1 1 I MEMBER.(2"Min.NOMINAL WIDTH) IXISTINO--I HEADER REQ'0 MIN.SEPARATION I I I OPENSTUD OAACCEPT THREADED'Min.AREA.PENETRATION OF GLASS plTO CLASS ' p (SEE SCHEDULE ON SHEET 11) EXISTING_-I I 5/16'0 LAG SCREW I INSTALLATIONS WITH 72 pst p - GLASS I I I AT CENTER OF TUBE. I MAX.A.S.D.DESIGN LOAD AND 6fR��� 9'-0"MAX.SPAN.THIS I Ezn4(� I Tara_SEPARATION INSTALLATION IS ONLY VAUD I Iv—OS HV WALL HEADER INSTALLATION. �SO�ADE I CLAM(SM n FOR WOOD W/MIN.SPECIFIC 11 IDR E CN Sr �'! EXISTING -1 5(51EDCLA oN S'EE' I I I I GRAVITY OF 0.50 N. DOUGLAS CN s¢t'7e TSR I I GLASS—I atm g elT 19 MR x� I ♦ FlR OR SOUTHERN PINE No.2, I BLADES(>0© I I Q° I —109© I I 1 OR Q OR EQUAL NOTES: 1 OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING IN°ANY WAYS TO SUIIT aANNY INSTALLATION. THY CEILING INSTALLATION OHV .CEILING INSTALLATION I "o us(SEE 1 OR ;MIN.SEGLASS TON I I p MIN.SEPARATION III I I� �� I -{(SEE SCHEDULE ��LITrpII TO GLASS I CN SLEET 15 Ly EXIsT1NG —(SEE SCHEDULE ON SHEET 11) I 1 IX�LS\ H�O�� I I ON SHEET 11) I I ISLIBH$p7l \V. .ElASS—O I I I I ALTERNATE_ I 8 I I \ p I ANCHOR EXISTING WALL GLASS I I I I 2'x6 FINISH "MIN.WOOD p I I _ I 3/e'MIN' #10x3 4'HEX DECK REQUIRED p 1/4 ©+ 7 3/6 MI. WASHER HEAD TEK I (NO FINISH ALLOWED) 19 Mox. I SCREWS® 12 a.c sU. ,'.�;`R 2'xB"MIN.WOOD DID 1 ® DECK REQUIRED (N; _ IF APPLICABLE DECK 11 1 -4IF AP GE FINISH ALLOWED CABLE OR EO -EQ 1/4'0-2003/4"S.S. EDGE OF DECK 1. 1/4-0! 1/4"0 F.H.TAPCON WITH 1/4"0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE _ EE ADVANCED THRFADFORM ADVANCED THREADFORM Min. MACHINE SCREWS TECHNOLOGY W/ 1 1/2'Min. TECHNOLOGY W/1 1/2"Min. W/ 1/4"-20 NUTS 2"MIN. - 2 DECK IF PENETRATION OF THREADED PENETRATION OF THREADED ® 12'O.C. APPUCABLE 2"MIN. AREA a MIDWIDTH OF WOOD 2'x4•CONT. PLATE. SILL PLATE AREA®MIDWIDTH OF WOOD 7/4'0 TAPCON WITH ADVANCED iHREAOFORM 7ECHNOLAGY REQ�D. PLATE• W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) BlAOEMI�AAONNSHEETUI9 OF O HV WALK—OVER INSTALLATION BY WALL SILL INSTALLATION �leiaiiiii�� ®HV FLOOR INSTALLATION FILDRIp Hl h Velocity HUrricone Zone 1 ©2015 EASTERN METAL SUPPLY, INC. 1 ENS' T�9 BERTHA HVTM Accordion Shutter System •• 1 L E C 0 �N w ■ ■ ■ H.V. RADE#i W/OR W/O RV.WINDOW MADE '*": �`• v American Shutter Systems REV.Nn DESCRIPTION DATE DRAWN BY. M.L. STATE OF TICCIT TESTING s< ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 /to/1s DATE: 04/10/15 e355 N.W.38th.St.,5t..Sas.1nacINlA GARDENS,PLCRIDA 3316 4268 West Roads Drive z ,•• \ Ph—:(305)B71-1530.Fax:(305)871-1531 DRAWING No c-mall:lllleco0aol.com West Palm Beach, FL 33407 3 . F ••••• EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 vS�o AA`� WALTER A TILUT Jr.P.E. 6 P.E'SEAL/ I.1f/IURE/DATE FLORIDA Uc.(a 44167 5 SHE 20 END INSTALLATIONS (1� HV & (1A4 HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4'MIN. ;+1 • WOOD STUDS. `;S 1/4•o TAPCON WITH ay WOOD STUDS. \ g/ A_NCHORS VANCED THREADFORM y, 2•x4"MIN.WOOD ', \ / (AS APPLICABLE) (�APPLICABLE) \ CHNOLOGY RW BUILDER STUDS REO'D. : 2•x4•MIN.WooD 0 6"O.C. STUDS REOD.WALL \ 11/2"MIN.THREADED 'ALLFINISH �'. NETTtARON INTO STU06 OR � a� FINISHIN.1/2.1HREA➢EO 11 ��1 EXISTING GLA55 FNETRATION TO 1 2'CU% -( Y. / \ PLYWOOD IF NO STUDS EXIST. ?' IXISnNG CLA55 �El(ISTWC GU55 / EXISTING CLASS _ / \ f- —S XX �•, / \ 112'MIN.COX ,xx� y I / \ -i: TO LASS(SEE .. PLYW00. ��. MIN.LASS(ION •Y'_ MIN. ARARON 1 2'LEN.Cox „� MIN LASS(SEE " CA.�S(SM TO 0./65(SEE ro tYAS(SEE - us•�.;: / r:+ �+a a': ( 1 2"MIN.CD% 'Ir��r:`�A.•°.,' SCHEDULE ONSHEETi VS?'M!:�I i +i•''r rrF". PLYWOOD. i,J•'ruci\'• ^w• '•%'�T+h"' •-,.< To aAss(SEE '::T / _ :-.i%,^•. samttE w SHEAT' -n Ay, f, n SQiDXILE ON SIQT PLYlY00D. "�^:. a 11 FOR BLADE 10AF%1 1/16•x3• .— Ayay SOHDXAE ON SHEEr �+k.T'.G4f:.1+?•�• av)..;_"�^.',,:� 11 PoR BLADE�M10 1/2• 11 FOR B/DE®AND ON SHEET 19 FOR (6063-Te)CONT. FINISH 1/2'MIN.CD% 11 FOR BLADE(DAND ON SHEET 19 FDR aJ SHEET`19 FOR BLADES m&6) � ALUM.cLosER PLYWooO. wALL 6tADE5 Q&® a/'� '/L•MIN. PUTS(LOCATE I/2` FINISH ♦usE t•m s•wa. AT EITHER SIOE MIN W.TYlKA4e}a'zt/6'm'-Y NllYWUY a1P/AGIE OF 4O) (110x 1/2•S.M.S. 0SMSw6P10y-ai6VN1 z1'i aTsFDv.asR.roti atm�t1Of2. . .8O.C. 0 6 C 4 s art m events Nlaars ro AT 1'.aC 5 4 Mcn1En[AT emm smC oTQ1) • 1 OR®• SEE DETAIL X FOEL/ OR®• 1 OR SIDE CONNECTION TO TRACKS SEE DETAIL X FOR SEE DETAIL%FOR SIDE CONNECTION +®+©•Q7+0.�1 .®m 510E CONNECTION ©°'®^'©•TOO16Om10'®' 10 TRACKS 10• �•®m®•®+©•®+ TO iRACIZS ®+ .Oj+BQ 10.®+ 0•®+©+®+®.®+ O ®m®'®'©'©m O.O•®mO.O•®m IOa®"®•®°'©•©°' ©•Qj `©+©.Oj'®" ®•®r1©•�a®•�+ END CONNECTION DETAIL END CONNECTION DETAIL 7 END CONNECTION DETAIL 9Q O END CONNECTION DETAIL® FwSfINO •REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' baSTING GLASS 1/4"/TAPCON WITH 1/4"0 TAPCON WITH �GUSS ADVANCED T14RFADFORM ADVANCED THREAD - - TECHNOLOGY ITW BUILDEX TECHNOLOGY RVI BUILOIX 2k4r MIN.W000 ANCHORS W/1 1/2'MIN. ANCHORS W/1 1/2"MIN. ♦ SEE LIMITATIONS. OF USE OF THREADED PENETRATION THREADED PENETRATION #10x1/2'S.M.S. MIN.SEPARATION BLADE to ON SHEET 19 MN SEPAR11 SLUG$REO'0. INTO STUDS 0 12"O.C. INTO STUDS 0 12.O.C. 016 O.C. S'TO GLASS (SEETo. 4 S[iiEM ONSHEET - a'� i/2'MIN. 11 FCR BLMIE SAND 4' 11 FOR RADE(DAND T ON SEEP 19 FORON SHEET BLAOESO" e` .,:.1 �j BU.OFS�&Q4 1/2' -_Nl _ -_--- _ _y �OR OR0R� AX �� O R • 1 5 'MIN. jY 1Q OR&*-J 4 4 fi `� 6 OR®OftOOft , tii2..T.,afir,t.�:CY:�7..^•ryft.s�� is>,^,i..�.`.•4y:%A:e%'.:� `v:.'•;r^k +®+O•Q+Q �•®m +®m©•7O+t�+IO•®+ @OR@OR(90R(o MIN.WOOD 2xVIEW Y 6 7 B+10 WALT.FINISH `4• WAIL y 10•®+®•®+©•©+ STUDS REO'D. FINISH 10•®^�®.�+ .©+ P AAI DETAIL END CONNECTION DETAIL ® ENDV :G00f;7&M12 Hi h Velocity Hurricane Zone 0 ©2015 EASTERN METAL SUPPLY, INC. ` �EWSF .9 BERTHA HVTM A S A Accordion Shutter System 1 L • E C O r a�. . . . ■ H.V. RAM#1 W/OR W/0 FLV.WINDOW MADE American Shutter Systeme REV.No DESCRIPTION DATE DRAWN BY. ML `,0�:,•• STATE OF pct, TILLIT TESTING & ENGINEERING COMPANY AgsoclatlonF Inc. 1 OLD 11-193 4/10/15 DATE 04/10/15 .••/C O`>:•:•� 0355 N.W.36th.SL,St..305,URCINIA GARDENS,FLORIDA 3316 4268 West Roads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ o-mall:tilt-00aol.com West Palm Beach, FL 33407 3 sS/ONAI.� r ES Phone: (800)432-2204 . Fax: (581)209-8380 4 15-080 "••• ...•' WALTER A 11LLIT Jr.P.E. B SHEET P.E.SEALf51GNASl1RE/DATE FLORIDA U.8 44167 6 18 OF 20 + OENERAI LIAArfATION`S AND CONDITIONS OF HSE FOR BERTHA YSTEM WORKING IN UNISON WITH BY MND2KJAAQE-4b1 ®+® 1.MAX.A.S.D.DESIGN PRESSURE RATING+110,- 110 P.o.f. A C 5 2.MAX.SHUTTER SPAN:96•. rt r 3.ALLOWED MOUNTINGS:A,D,G&H ON SHEETS 6,7;AS WELL AS ¢M,OUNTINGS M,0,T. UQ&W©ON SHEETS I &177. 2� NLY BOTH W1 OR 14 p11YE RAyC DE TA�SYMMETRIBE CA ONLY OPPAT Of7RFL21G LAYOUT.IN ACCESS CASESIDE OF 0 P08WG Om®� 4 oR 5 LX 16� 5.(A)HV WINDOW BLADE 1O SHALL ONLY ALLOW A MNOMUM OF 5 OPENINGS FJ4D (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP• (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 4 OF ANY 3'0 HOLE FOR®SHALL BE 12'. MAX.5 WINDOWS ALLOWED AT FIV rn (C)FIRST OR to BLADE COMING our FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE® • ' WINDOW BLADE I r (D)HV WINDOW BLADE(IA)MUST BE USED ALTERNATE TO A SOLID W BLADE(D ti THROUGHour SHUTTER'S WIDTH. (E)CMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W BLADE 1 AT ETI .SIDE OF THEA. •I % Iq= (�POLYCARBONATE HV WINDOW 4Q SHALL BE INSFAU.ED SO TH�TABS FACE SEE END v� 33 THE INTERIOR OF THE OPENING BEEIING PROTECTED. HV WINDOW MUS(BE CONNECT10&18ION ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PROVID BY ASSN DETAILS ON SH INC. 3r FULL HEIGHT. i R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME S BUILDINGS oN SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES ��'a t &z ABavE). 1.11„ 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 ABOV0. 8.MINIMUM SEPARATION TO CLASS SCHEDULE: D 4--' (TYP TOP&BOTFOM SEE PLAN FOR REQUIREMENTS) SHUTTER SPAN MINIMUM STPARATION TD GLASS -•• NU. WI 96•Max. 5• ELEVATION MIN SEPARATION TO CLASS EXISTING GLASS SEE SCHEDULE ON SHEET 12 EAR E1ADE l) �, ` AND ON THIS SHEET FAR LSADED O&�A ------------------- --------- —f------- ------------ ---------- ---- 5TYP. '1 ` 4 1 \ TT T P. SYMM ROICRALSNTERhATES 21 \ /� 21 L«nsme \ AN W/o (sNOTE a ABovE) PSN" \\ 4 5 j TYPICAL n HV BLADE WORKING IN UNISON"SPY 4`HV WINDOW BLADE (2 SHUTTER'S -- ,IF' fIFLORIDA BUILDING CODE(High Velocity Hurricane =ono ®2015 EASTERN METAL SUPPj_Y, INC. BERTHA HVTM _ 11 E C O �n�. A.S.S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE •L A :•�+ American Shutter Systema REVJIo DESCRIPTION DATE DRAWN BY: M.L. TICCITTESTING & ENGINEERING COMPANY I FLOR\� 0355 N.W.36th.St..Ste.305,VIRGINIA GATi0EN5.FIARILLA=6EAasociatlon, Inc. 1 OLD 11-193 /10/1 DATE 04/10/15 '••.......... 4268 West Roads Drive 2 U Phe (305)871-1530.Fax:(305)871-1531 DRAWING No ^�_SS'/0�^ a-mall:Oltcoo®aol.com West Palm Beach, FL 33407 3 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 ER A WALTTILLIT Jr.P.E. s SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 6 19 OF 20 2.000"Max. /REQUIRED MINIMUM INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES 1/2'x 0.035'THICK Il-H,-0B3° rn.ASf1J A-653 GRADE 40 TINTO 0- M!.G-60 GALV.STEEL 3b METAL STUD WALLS O.C.ETAL STUDS AT 16"D.C. . 41 %d 1/2.0 6"0 ® l 14"o NOMINAL .38 GENERAL LIMITATIONS AND CONDTIONS OF USE Awmwum SLEEVE .--dl IS' 12 EOR QFRTHAD�HV BLADE ACCORDION SHUftER 6663-T5 ALLOY (REQUIRED Min. 41a MINIMUM SYSTEM INMI-LATION TO METAL STUD WALLS 3.000 1 '.6 14Q 0 6'O,C, • Cor GALV.STEELTRACKTHICK C SEPARATION TO GLASS SCHEDULE ASPM A-653 GRADE 40 Min.0- 0 6'D.C. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. I*- Max. 60 GALVANIZED FASTENED TO STUD;60 EXISTING FINISH 39 MINIMUM T W/(2)060/2'TEK SCREWS ON AS APPLICABLEINTERIOR&EXTERIOR FACE 2. MAX, SHUTTER SPAN: 84" SEPARATION 43c LENGTH+ 1" EXISTING GLASS- MIN,SEPARAT 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS SOLT TO GLASS 1/4-0-2037 (SEE SCHEDULE) 43 N 3 1/4" (Typ.) 4. ONLY ENTERMATE t2l W/(24)HV LOCK ARE ALLOWED MUST PENETRATE 43c t" EXISTING FINISH I EQ AS APPLICABLE 21 ED A S'MMETRICAL LAYOUT. 1.373 A G • 1 3/4*x 0 1/+'x 0.035*THICK ii�. 04(2R)F 1- .050" REQUIRED MINIMUM T�35y(6- LONG, MINIMUM) MUST ALWAYS BE .250" CONT GALV.STEEL TRICKCHANNEL, INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 43c 3a IAT..G- ASTM*A-653 GRADE 40 CENTERMATE. fi GALVANIZED FASTENED To 0 6"O.C. SCREWS ON VE)IRE-Z E.FACE Min. 1/4"0-20 THREADS BLADE SLACK ETAIL HVF IS VALID ALSO FORI 43CWO ELCO CONSTRUCTION c3 C' .......... PRODUCTS FAB-LOK HD J2 38 CENTERMATE APPLICATION WITH BLADE 1/2 (D INM REQUIRED MINIMUM 0.034-THICK -VI 6' D.C. COMPONENTS .X 0.0 /6;nx.1 1/2 MS LL HEADERZSILL INSTALLATION SCALE: 3/8"= 1" M ASTM A-653 GRADE 40 Min.G-60 GALV.STEEL EXISTING FINISH AS APPLICABLE METAL STUDS TOP&BOTTOM) VA v6-- -------- 1.3/4'x61/4°x .035 IC in. OM.GAIN-STEEL TRACK CHANNEL. EXISTING-Z--- ---L A-TING GLASS ASTM A-653 GRADE 40 Min.C-60 GALVANZED FASTENED TO STUDS MIN. S #6xl/2"TER SCREWS ON M 1�1 E TJR:'� I./a.)"&EXTERIOR FACE C s z 'CIENTERMATES To cuss 2 CENTE (SEE SCHEDULE)`:3 w W/ INTERIOR ACCESS SIDE is EXTERIOR CE S sibi z MN.SEFAWCN TO GLASS I N To GM 4 W/INSIDE LOCK ISM SUMLLO (6- (SFE SNAW ------ ------ 2 ----—-------- ly ------------- ------- + 2)4? 1 21 21 t 21 LOCAT D @ HVE VLL ENDS VIEW Y SIDE CONNECTION TO TRACK 4 2 3 1/4' (Typ.)- (MTryp 3 (6"Min.)\Z(�� 'y • --G 1/2,MAX. SLACK 6 1/2" 7' 7' 24 (cont,) HVB SLACK DEAI_HVF HVIC FLORII A BUILDING CODE(High Velocity Hurricane Ione� (9)2015 EASTERN METAL SUPPLY. INC. ,�3e���° EWs ''✓% BERTHA HVTM LTECO .- A.S.S.An Accord#1W1 Shutter System RV. KAM W1 OR W/O H.V. WINDOW MADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. M-L - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 04/10/15 DAM 04/10/15 36th.St,Ste.305.VIRGINIA OWENS.FLORIDA 3316 62155 N.W. 4268 West Roads Drive 2 Phone (305)871-1530.Fax%(305)871-1531 DRAWING No . i .......... .-mall:Viltee Cool com West Palm Beach, FL 33407 3 ED-000'6710 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 WALTER A.TILLIT Jr.P.E. 5 SHEET P.E.STAL/SIGMTt1ff6/DATE FLORIDA Lle.111 44167 6 20 OF 20