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Home My WebLink AboutProduct Approval 1/28/2019 Florida Building Code Online - 1i •., E {•S}.�_ F)I `{l `I ]F � i✓j. fitT.r t PJ �•t{ h '�• r".. 'fi`tY t� yp� ra i`W urr'�3m'LtA `�.�. tY .�n� ...t 'a^'ruk_Jr•^„�•JTS .ld�.-,� '«.#ir; ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facfs Publications Contact UsBCIS Site Map Links Search �lorda s 0144ow Product Approval �,iR, pUSER:Public User 177PIIIProduct Aporoval Menu>Product orApplication Search>epplfcation List>Application Detail FL# FL1850-R11 Application Type Revision RECEIVED Code Version 2017 Application Status Approved D E r Q Comments ST. Lucie County, Permitting Archived i 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 U. Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion OL Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received a Florida Engineer or Architect Name who developed the Walter A.Tllit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 200S ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floddabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoe[ShOCDrfdDsZb2inLOgznMcxp%2b7HAWw%3d%3d 1/3 1/28/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description i 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and 1 (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes i FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17=103 BERTHA HV ACCORDION SHUTTER j Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,. loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes k i 1850.2• Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection i Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes I positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports I ASD load for HV1 blade w/o window blade for conditions FL1850 RI I AE AMERICAN SHUTTER SYSTEMS,INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party:Yes 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. 1 1850.3 a HV Accordion Shutter a Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for us "n FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use ou DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC locking rod configuration for the HVI blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF j psf load for HV blade for Keystone mountings T-0"for+75,-75 Created by Independent Third Party:Yes 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 Illk (pressures. B:zck Next �, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3 WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.S.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CAT EOORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shiner Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 11. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the ,American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61020-3, Method 1 d of the Florida Department of Sassiness and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EN®ENOE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 16-080), �yi�l QaBERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 WOO&- i\',. Widow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, i �l.and.s, Walter A.Tillit, Jr., P.E.; dated 08102/17.This drawing is ati inti ira1„ a Iuation Report. O. 44167 e • Y � Ito L t Z f 6355 N.W.36th Street, Suite 305,Miami,Florida 33166-Phone: (30. s: ax: (305) 871-1531 vcn90<PPR PRODUCT EVALUATION REPORT NO.17-0802.01 2 2.2.TEST REPORTS: For HV Blade I 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- 03 214.01-03 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 11/1*6/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12120105, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report#0317.02- 06, dated 05/23106 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 perASTIVI 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 # 1 OFM-718, dated June 22, 2010, and Report# 11 CM- 233,dated 030412011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/1112011, 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 IA Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida,report#0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638,per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015.16odcf; 4/-07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Repo 21, 2008 signed and sealed by Frank E. Grate P.E. as pbr A -8. 0. 44167 Z "0. L. !/01VAL PRODUCT EVALUATION lRE,PORT NO.17-0302.01 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103,equivalent as per letter issued by Sabic, dated 7117108, addressed to Eastern Metal Supply Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3.STRUC7URAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Waiter A.Tillit, Jr., P.E. 3. M08MLE OMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WINO LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Slade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-122 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 # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be. as indicated on sheet 19 of 20 of drawing#17-122. 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. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.),•drawing No.17-122. Requirements for use of locks andlor locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17422. The HV Blade Working in unison with Hv Blade 1 A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on shegjdj�¢of 20 of drawing # 17-122. $ B6BBY� g a r ZO YONAr..J a I 1 PRODUCT EVALUATION]REPORT NO.17-0802.01 4 Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.), drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 17-122. 7. LOMOTAMONSAND CONDMONS 00 USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document(P.E.D.), drawing No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 17.122. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No.44167), President of Tilteco, Inc. (Florida EB-0046719). 1k T14 41 a a 16 11wlor ` GENERAL NOTES: L BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS i I THRU 15, 19&20. AREA 1: HV BLADES. AG t� IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS ' BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE Wf ua.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 i THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED..AS TESTED,WERE NOT OVERSTRESSED,A 33 2 INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS j,M USED IN THEIR ANALYSIS,BERTHA SYSTEM COMPONENTS '21-37 SHEET 3 HV.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL '(YOKEL SHUTTER NTNTS ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE(D 80214.01-03,80715.01-03,#1004,01-05.(77214.01-05,80317.02-06.80609.01-10 AND#0210.07-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS &81220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV QLADE n AND HV WINDOW BLADE -HV WINDOW BLADE @ 80505.01-08 AS TAS 201,202&2D3 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCCL (WHERE APPLICABLE) 2.HV BLADE Q AND FN WINDOW BLADE ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5ONS OF USE INDICATED ON SHEET 19. 4.NSTALLATION 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# 14%2.75 AND 8 14%1.75 RESPECTIVELY. 410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE C09CO WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 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 ksi AND 35.7 kvi END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6D05-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOOTS WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2¢11.3.3.4' ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OIt 12,13,14,14A ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE Q& WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 • INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.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.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUIIL COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA HV WINDOW BLADE ONLY IM 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 CEN7ERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL STALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4• W WINDOW BLADE l 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 WHERE PERMIT IS APPLIED TO. INSTALLATION DETAl1S, METAL STUD WALLS SHEEP 20 13,(c)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.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEMS. THIS DRAWING SHALL ONLY BE USED TO I OBTAIN PERMRS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY FLORIDA EEGIS7EREp ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER EE RECORD SUBMIT FOR THE PROJECT AND WHO )FIC BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.. ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHA1L SUBkiR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.R.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �•7 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 111 .. ... . ©2017 EASTERN METAL SUPPLY,INC. F BERTHAMV. I o �r,C. A,. ,�,. Accordion Shutter System �y H.V. BLAME#1 W/OR W/O H.V. WINDON BLADE American Shutter Systems REVA. DESCRIPTION DATE DRAWN BY. M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 8/D2/17 DATE: 06/02/17 6355 N.W.J6Ih.SL,SI,.305,VIRGINIA GARDENS,FLORIDA 3316 ( •� ............ 4268 West Roads DiYC 2'1•y Ah—:(305)871-1530,Pox:(305)871-I53t DRAWING No V e-mail:Ub..00Dl.cam West Palm Beach, FL 33407 3 .L 2 +++/ANAL E,�.,.• ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 {�^ 22 WALTER A TILLIT Jr.P.E. P.E�SEAL/S'IGNATURE/DATE FLORIDA Uc.#44167 c jH F 20 r3'.FOR WJWW 6 VARIES 1.491' I- . z.- 6 o.5 M 4' j 4.857" .3 V 15-r V 1 HV''SOLID BLADEn OVER D N ER U T 45 1 V UNIVERSAL FLOATE UALIFIED FOR USE V11 QUALIFIED FOR USE W1 HV BLADE01 4 _l'RlE_CT__R_0_U_N_T) HV BLADE 1 I D B E* 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON S BLADE SHEET 19 6063-T6 ALLOY TEMPER 6063-T6 ALLOY AND TEMPER 1185' 2.670' in .994" 1.000, • .670* 2.226 07 b 842' 4,897* %n .81S, 2.092, 4.436' 7_2 0.0 2* 07- HV-ADj—. AJ)APTER_W71lP 125:J 1.375 3.226• QUAtIFIED-FOR-USE-W;/-AV_ (kj),HV-WALK-0VE, .920 BLADE(1) (')HV. TRENCH TRACK IL FLOOR-TRACK QUALIFIED FOR USE W/ HV 1-1- 55* 3.760* 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV p QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE(1)ONLY. MY-RAINQUARD SLADE1 LL 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ MV 6063-T6 ALLOY ATID M R 7,915• BLADE Ul Max. VARIES 1.936" 6063-T6 ALLOY AND TEMPER .9 on _093- m3 " R! �! .12 .100• r �Up_!L_ i - on .060- .060' 060" 670 .093, .093""off— 670 1 1.686. — 3.520. TA 670 3.529" 1670 I'l. HV CEILING HEADER103 HD CEILING HEADER/Sl Q61FIED FOR—USE 95-E-W- HV W/ HV BLADE I ONLY, QUALIFIED FOR , ONLY QUALIFIED FOR USE W/ HV BLADE C; 606.3�T6 ALLOY AND TEMPER HD WALL HEADER/SILL SEE SECTIONS FOR VALIDIP SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a T1 T2 MN.XMN.YMN.t 10,052-1 0,, 2- 15-W.. 1/8- 1/6- `1 � Y IF --I MAX.1 0192" 0.192" 2' 5 S s E S QUALIFIED FOR USE W/ HV z5* !7'MAX. 0.190* 0.190, 0201 CORNER POSTS BLADE10 OUALIFIE QUALIFIED FOR USE W/ HV BLADE USE W/ HV 6063-T6 ALLOY AND TEMPER 1)ONLY- 2- 15-MAX. 31* SLADE01 6065-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER k X 31 wf' _j FLORIDA BUILDING CODE(High Velocity Hurricane Zon 2017 EASTERN METAL SUPPLY.INC. i1v a- f BERTHA HVT. MIL ECONc. A.S.S.A. Accordion Shutter System KV. WNMW BLADE American Shutter Systems REV.No I MALW W/o 1 DATE DRAWN BY. ?1.L, TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 08/02/17 DATE: 08/02/17 S OF A 36M St..St..305,MGM GUWVZ.rt�o3316f"At 63351-1530.Fox:(305)871-1531 Phone (305)87 4268 Wast Road. Drive 2 -MO;L 6lt.'000I.— West Palm Beach. FL 33407 3 DRAWING No • .......... P0 ES-0006719 Phone: (800)432-2204 Fax: (561)209-8380 17-122 M, % 4 ,Ry TpRejDATE FLORIDA U..j 44167 5 ,qW IIIALIER A.'ALUT J�P.C. SHEET 6 2 OF 20 4.660" 91•-?r I;`-20x1 1/*-20 CIE CAST y 4.576' ,745" 2. I T READ THPEADFD HOUSING*RAS$ NEED 2.293" •745" s.M.S. ® TED 77{REAOED� WE CAST C yCA1,' °+a I m'') HOUSING ENAMEL 6 eN(EO PNNTEO 0) �" CRESS iURtiYU%DER BRASS CYLINDER do KEYS(CHROME (CHROME PLATED) PLATED) 121 .�Y (,�ENTERMAI'ES '' o- �s 3zs `-.`"`�'t� m•`'��,y�� (��jy EGRESS. LOCK �- A D FLOATING CENT R E h°�'�_t� �° t QUALIFIED 63-T6 ALLOY AND TEMPER& 1A ONLY QUA4lFlED FOR USE Wj HV BLADE&&ONLY °�,��/ 3.0 3' •875 QUALIFIED FOR USE Wj HV QUALIFIED FOR USE 1V/HV 6063-T6 ALLOY AND TEMPER 231 HV-COR E .-CE TERM E BLADE Qt & ONLY. BL ONLY. ALIFIED FOR USE W/ HV BLADE i ONLY 2 D' .o. 2.874" 6063-T6 ALLOY AND TEMPER PL HEAD MOLD ca 1.756" 922' 4.45' _32` MOLDED TO m nl � SCREW 7;(3 ER RNETING Gs? " X3 4" HEFo VETING 'AI . SS. T UMBSCR� R � 4" -9n RI UT* —)- y 1 1 • ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN M m .$22• 5 NUTS T f 0620,AS MANUFACTURED BY AVO9- PIAN FROM E TION 8 H E "T" LOCK CE A E 4'566" CHERRY TExrORN,P NEW JERSEY 07054 OR EOVAL " ++ HV 1'T'1 .LO HV AL ERN LOCK LOC FOR MI " CK CE RM AUFIEO FOR USE W/ HV BLADE 1Q Y 12� t�'V ALL TLOC CENIit 6063-T6 ALLOY ANO TEMPER QUALIFIED USE QUALIFIED FOR USE W QU IED FOR USE W/ HV BLADE 7QONLY ALIFIEO FOR USE W/ HI BLADE(1�ONL W/ DE DE�ONLY. BLADE G ONLY. 6063-T6 ALLOY AND TEMPEiiYY 6063-T6 ALLOY AND TEMPER t.gggtT 1.917 h I--'7 3.161 ,- I tW m UMBRIRN ERoR.063' ,063 ,0 (_ ' KEY CYLINDER .545to 0.875 M'rn. 1 ,125"Max. CE R A E NO LO NG R D �I CENTER ATE W LOC I G e UALIFIED FOR USE Wj HV BLADE / & 1 QUALtFiED FOR USE Wj HV BLADE 1 & 1 ! DRT 6063-T6 ALLOY AND TEMPER QUALI 1 &�l�t' 6063-T6LOYANDEIAER if4'a-20 S6.Ofl 3fe"9-76 fi/2" 7 THLIMHTURN ACE[AL THUMBSCREWS. . I ! OR KEY NEER (SEE DETAILS) CYL7NOER N 1.57 Min. I. 'Max. of _LOCKING-R 0— m aunuFlEO FOR E W/ HV 375'0 ,14"o D LOCK BLADE HV .3�13R'b'-1 ,�-A�`ETAL HV 1�Qn S�7—`2Q AISI 304 13Y/RE. DTVARE MORTISE LOCKS 3ERIES_2333_1t00 BOLT-LOCK_..__-.6063-T6 ALLOY AND TEMPER (THUMBSCREWS ERIES S.S. THUMBSCREWSED FOR USE W/ HV BLAOE�i,}& h dQINSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADEG) QUALIFIED FOR USE W/ HV BLADE Q) D ILLED AT TRACKS FOR PROPER EMBEDMENT i7ai//////iiir FLORIDA BUILDING CODE (High Velocity Hurricane Zone) +• •t ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 'c1L ECO INC. A. ■ ■A■ Accordion Shutter System H,v. BLADE#1 w/OR W/o KV.WN=BLADE 1Ar� i TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv,No DESCRIPTION DATE DRAWN BY. ALL Association, Inc. 7 OLD is-DBD /02/17 DATE: 06102/17 N.W.36tH.si,see.3os,vutcuu4 GARDENS.FLORIDA7toRmA 3318 4268 West Roads Drive 2 P'' Phane:(305)871-1530.Fax:(305)$71-1531 DRAWING No RIS• 1A —if —Laam West Palm Beach, FL 334p7 3 711— ........�1+L)41i wa4TER-0006719x.p,E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-1,`22 P ErS :7(4PTU4l�/E)ATE FLORIDA Lie.f 44167 5 SHEET F 20 SHLJTT- R ASSEMBLY SCHEDULE FOR HV (1). HV 3/8'1 1 12'MIN. LEAF kNCE 41 TO BLADE TOP .0625' (D HV BLADE 1 EDGE 1! 3 OOV1 BLADE .10625- EX""'OR .0625 .0625- @ HV BLADE T a.— !dn T . .7, 8LAD .187.5 "S ENIN HV LONG RECESSED NYLONI,�USHING OL—1__j M KRUG.1 .0625 39 1 0 D.062 I 1.1 (TYP) HV SHORT RECESSED NYLON B 11 40 HV NYLON HAT R1.7 0 :S 5 (D c to WASHER IR @ 41 HV WHEEL CARRIAGE AISI 302-303 SERIES *112.857'a X 0.870"x3/16"THICK NYLON WHEEL. y now CLEAR 0.188"0 AIS] 302 SERIES S.S. RIVETS 2 7/S'—8'M-NN. -03.7500' BETWEEN 0625" cAflE @ HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERiOR Ops S NTER ON C5 /4*S FM)N Y- HV 2 3/4" ACCORDION PIN W/ #8 HEAD ly, 1 L,2 1/4' WOR REVATLEN JGCLEAR EIWEEN TYPICAL BY WINDOW 8 POLYCARBONATE IMPACT RESISTANT HV WINDOW S DE AND POLYCARBONATE HV WINDOW DETAIL OR -(4 or 3 N.T.S C FOR OR `(SEE i j I DOR I 3k POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 12"MIN.CILEARICE PIN REQUIREMENTS, AT EXTERIOR BLADE KNUCKLE FOR TO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN H rl)HV(11AI 1 0 I (SEE NOTE "F" ON SHEET 19). (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ,Ul BOTTOM KNUCKLES OF HV ACCORDION SYSTEM, W1 HV(D OR 38 POLYCARBONATE SOURCES FOR 44 HV OR RESULT BLADE. 1.@CAL SHUTTER ASSEMB TMM PROPETITS HV PIN @ OR AT (2) HV PIN @ MAY 13E USED IN LIEU OF Ig AND ONLY AT EXT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 00.324� BLADE'S KNUCKLE. 1 .1 T * \ aRAmYASFU UM O.oA3 le/in, 0443 MIa BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. (SE FOR NOTE .04 REQUIREMENTS) r ILI TIENSI.LE -STRENGTH ASTNI 0636 0,4w"I S.Sw P..'L lypP RAL FLEXURA4. I AT Tw- AM D790 12,=pxr. 13,400 px1. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER a.AUS FLEXURAL MODULUS ASM D790 340.000 p,,.L 345,000 p.s.i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET NOTCHED IZOO ASTM 0256 18 17 FT-16/In WEL CARRIAGE: DETAIL 02643 47.2 11.1 64.5 z h%X ASSEMBLY LAYOUT RATE OF BURNING O.s C-1 CLASS C-1 CLASS N.REMBL SELF�t6RON ASTU DIS 10.'P ow T ASTM 0155 X10 0 p"A 6. TENSILE STRENGTH AFTER WEARIERING ASTM 638 P. Q-) HV BLADE SOLID & PA HV WINDOW BLADE DETAILS TWSWE STRESS BEFORE IrATHMNG ASP,638 , 7TTJllufrri ref if FLORIDA BUILDING CODE (High Velocity ricane Zone) ......... (D 2017 EASTERN METAL SUPP-LP-19-C. . . BERTHA HVT. IL E C 0-77. A.S.S.A. Accordion Shutter System ytr H.V. BLADE#1 W/OR W/O H.V. WINDOM BLADE ��s7f�4 -1-' American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY, TILUT TESTIING & ENGINEERING COMPANY 3a/02/17 GATE: 08/02/17 :6355 N.W.351h.St..Ste.305,VIRCINA GANDENS.FLOROA 3316' Association, Inc. I OLD 15-080 Phone (305)871-1530.Fax-(305)871-1531 4268 West Roads Drive 2 ......... tilt... West Palm Beach, Fl. 33407 3 DRAWING No ES-0006719 Phone:(800)432-2204 . Fax: (561)209-8380 4 0101VAL Vl� WALTER A.71LUT Jr.P.E. 17-122 RE.,;"IGNATVgtY�TE FLORIDA Uc.111 44167 5 SHEET 6 4 OF 20 •3��3 _ *NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION Ri: ONE HV LOCK or'2�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN j OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY C81-IZJ I w x s r u V.9 �' '7l�-S+I ELEVATION. HV LOCK 2 or,�11,,�''MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q OR A e c c CENTERMATES W/(2) t/4'0-20 x 1/2' LONG FLAT HEAL?S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHILMER ELEVATION. it 2- f * FL 00 EI iNO INSTAL I ATIONS, TWO HV LOCKS ORra OR ONE HV LOCK OR W/ TWO LOCKING RODS A7 TOP& 801TdM SHALL HE SE F R ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK Qtr OR Q5 SHALL BE ATTACHED TO 0 OR�CENTERMATES W/ SAME SPECIFICATIONS AS PER 16 \ iF MANDATORY CONDI110N #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL , v , �°°_ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. oB-H_ ve 3.OPTION L CONDITION pit: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Q� W OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 2 �I �;`* OR Q�SHALL BE AS INDICATED ON NOTE(1)ABOVE. ° oRrLaR2dJoRaR K "` LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V— lr�D - , 4. DATORY CONDITION P OR LIMITED MANDATORY CONDITION - - ,My ILSFO W/TWO H=��OC_KS) LOCKING RODS ARE NOT REQUIRED AT_(iURRICANE POSMT(ON, BUT NAY C. BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS RS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Mo NDyc-x�v—c =@# ffi� ai 5. MANDATORY CONDITION!2: ONE HV LOCK to?�� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ,TiIL, <; e N .V AND INSTALLATIONS AT ANY ELEVATION. HV LO K?6' or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, V O 3 �.x - ATTACHED TO QS CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS(SG o .E AT TOP&SOMM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Q po F MAXIMUM SHUTTER SPAN SHAD.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3 oD-Nvo a 6. FIRST ALTERNATE 7O MANDATORY CONDITION V ID ONLY FOR W LOCK /MMETRILAI CENTERMATES 4 f T N r2 r8 OR_..�'ONE ALTERNATE HV LOCK IS MAY BE USED IN LIEU OF HV LOCK 2,,,)4 or(�FOR ANY SPAN AND 1 f _E I INST TIONS AT ANY ELEVATION.AL Ll LOCK q� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ` " -� OF 1/4'0-2Ox3/4'S.S.THUMBSCREW TO 22.OR 0 CENTERMATES SHAD.BE MADE W/ 1/4"0•-26x3/4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INST 11 aTI0 C: ONE W LOCK 23 or @ or @ SHALL BE SEE ENO—' USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION ' TO 96',AND FOR INSTALLATIONS A7 ANY ELEVATION. HV LOCK @ or�or @ MAY BE USED AS AN INSIDE OR DETAILS ON D T E x t J K L u P e R v W z OUTSIDE LOCK,ATTACHED TO @ or.@ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SHEETS 10& n M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS SS Wf 18 TIP. FULL �* HEIGHT'. OF CORNER OR6 TOP AND BOTTOM MS COMPLETELY MANDATORY. uxw"ITm WtDTx CENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES: 22 ext aR©+07 -08 -10'+ 33 a+ 1SECOND ALTERNATE TO MANDATORI CONDITION JI VAUD ONLY FOR W'r LOCK ANQ C AND . � .,,;ONE ALTERNATE HV'T"LOCK -MAY BE INSTALLED IN LLE.OF 111 LOCKS 0 OR 2 FOR ANY SPAN AND 10+(C5l-Q+103- /}+1" - INSTALLATION AT ANY ELEVATION.ALT OF LOCK� AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �+ OF LOCK 0 INCLUDES USING REINFORCING LOCKER�j,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE ®+ •17 aR + 7 +18)- CONNECTED TO CENTERMATES @ AND 4Eg)W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/8'0 x 3/32" 15•$oR�,+a}a, a`,rytal WINGNUT OR%V/ 1/4"0-20x1'S.S.M.S. INTO A 1/4"0x 5/8" RIYNUT. LOCK *18.,,l19�' G3�,taa0+g5JtA MAY BE INSTALLED AT MIDSPAN OR 12' 8 + ��9 ae1(�• *NOTES ON HD LOCKS & CENTERMATES: 1. (-' (^ (^ r : ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION LTV Locics 4 OR e FAR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK;q MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK T4 3@ IS W/3#8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HV8 AND HDC-HVc,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS T�S,IS COMPLETELY OPTIONAL ttMr,r NST i,+i'� FLORIDA BUILDING CODE (High Velocity Hurriic.ne one) tltt\�'+ •.,. ••. /T C�9 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A. I.S■A. Accordion Shutter System C a t L E O N�. H.V MADE#1 W/OR W/O TLV. WINDOW MADE • b �� 'y,}F; American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: h1.L 50 �T ; TILLIT TESTING & ENGINEERING COMPANY iC V 4- 6355 N.W.36th.St..Ste.303.NRMWA CARDERS.FLORIDA 7316 Association, Inc. i OLD 1S—OBD 8f02/17 DATE: OBfO2/17 �^~ l n,. \ 4268 West Roads Drive : 1 Ph...;(JOS)071-1570.Fax:(J0.5)871-1531 2 �. iS3•+ ......... ��eyiT a-mon:tllteaaC"aoLaom West Palm Beach, FL 33407 3 DRAWING NO - /aN ��1,;t E8-000671B Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 WALTEfl A TILUr Jr.P.E. P.E."SEAL SLGt;ATUF~:EfDATE. FLORIDA LTC,#44167 5 5 H F 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED-� CONCRETE REQUIRED 1/4"0-20x3/4'S.S. CONCRETE \ REOUtREO� CONCRETE ANCHORS CONCRETE ANCHORSMACHINE SCREWS REQUIRED i rSEE SCHEDULE ON i•�—•+ t�\ CONCRETE ANCHORS SHEET 13) ! (SEE SCHEDULES& 1 ) W/ 1/4"120 {SEE SCHEDULE ON SHEET 13) �+ I - , f SHEETS 13& t4A} NUTS 6r 12'O.C. _____ )'7+ORT14 ,t I Min.{ 1f4"0-20x3J4"S.S. fE�O_ 17 OR 1$ EO EQ--1 MACHINE SCREWS ,. _--- - USING 1/4"-20 NUTS --�1f2 0 12'O.C.E. D.* .250"Max. -- - 13 ON 15 ' ' 13 15E.D.* }- � x.250"Max. E.'D.* 25.' EO'OPTIONALOPTIONALTO ASS(SEETION MIN•SEPARATION SCHEDULE ON(SEE i1 y� i iTTO GLASS 1FOR�At � ` �1 1 OR 13- { (,� (sEE SCHEDULE ON.F SHEET 19 FOR MIN.SEPARATION '[IJ, EXISTING SHEET 11) i EXISTING ' GLASS 1P' CLASS--4BIADi�& IC91 TO GLASS t (SEE SCHEDULE 0 EXISTING SHEET 11) G'� I V'�WAL-L HEADED INSTALLATION OCC, HV WALL HEADER INSTALLATION TB HVTWt�L;HEADER _INSTALLATION EXISTING EXISTING GLASS GLASS—, MN.SEPARARON I' 1 OR I ' '' ) EXISTING [ MIN.SEPARATION 1 70 GLASS(SEE I (� , ' TO GLASS fIi SCHEOUL£ON STET GLASS (SEE SCHEDULE ON -1 it FOR BLADETAND �! i MIN.SEPARATION ,1; ,'�, !�—.'-- SHEET 11) ilii! 1 ON SKEET 19'�pR ; + (SEE TO GLASS SCHEDULE ON I s' L,,-OPTIONAL M ��& SHEEHill i N „ lf4"' -1/4"Max. ' E. Imo•-OPTIONAL !1�,' ii._ I�i, i, t E.D.• 1 I t ` 13 OR 5 O E.D.• 2". LE ED 1 \ 1 Z OR 14 �i _ I 7/4'6-20x3/4"S.S. - `•�' Min. I LEO ED- PHILLIPS TRUSS HEAD �' �if4"o-20z3f4"S.S.PHiLL1P5 I MACHINE SCREWS USING � � - , CONCRETE ANCHORS LLL��TRUSS HEAD 1.IACHINE SCREWS CONCRETE ANCHORS 1 1" 1/4'-20 NUTS® 12"0.. RCO •-(SEE SCHEDULES ON %V/1/4"-20 NUTS 6 12"O.C. POURED CONCRETE.-i [+i (SEE SCHEDULES ON 'MinOR CONCRETEC&C BLOCK SHEETS 13& 14A) OR CONCRETE BLOCK SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED _ NCRETE ANCHORS REQUIRED (D't` IiV WACL SILL ftJSTALLAI i()tJ� POURED CONCRETES SHEETS 1H3&LL74A)N 'HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQv1ReD —F1V.—WAQL SILL INSTALLATION NOTE FOR COMOINATION OF SECTIONS: •--•- 1—SEE SHEET 4 FOR TYPICAL SHUTTER *E.D.= EDGE DISTANCE 1 N S A LLAT(0 N DETAILS W ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) * SEE L![EATIONS OF USE FOR fHy BLADE 2-MOUNTING SECTIONS CAN BE COMBINED BLADE 1A ON SHEET 19 IN ANY lVAY TO SUR ANY INSTALLATION. - r" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY, INC. BERTHA HV ' ASSA I L�ECQ � �. Accordion Shutter System J/ H.V. BLADE#1 W OR W/0 H.V.WINOUN BLADE t• �" ••�• ` TICCIT TESTING & ENGINEERING Y American Shutter Systems REV.No DESCRIPTION DATE DRAWN 6Y: M.L RIN COMPANY T Q� Association, Inc, 1 OLD 15-08o 8/02/17 DATE: 08/02/17 T 8755 N.W.761h.SL,Ste.705,WRGINl4 GeR0EN6,i1DROA 3716 "p+ �•,�j,.,, t` Phone:(305)871-1530.Fox:(305)871-1531 4258 West Roads Drive 2 -thSt u+ Ltt a-mdl:tilLeeoOooheom West Palm Beach, FL 33407 7 DDRAWING fNo ts�Q�I""' '\�1111 ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 t 7—�`42 t9ALTER A,'DLUT Jr.P.E. P.E."SF If RE, FLORIDA Lia.Q 44167 5 SHEET 6 6 OF 20 I POURED CONCRETE ANCHORS MIL 6EPARA1K11t + rl OR 1�1� CONCRETE--� (SEE SCHEDULE ON SHEET 13) To CUSS(SEE I, 'i REOUERED \ 1 EDGE OF 1e1.'>T F i-- TO Gauss rr. SLAB IF O7 sw+9 OR StNFOLt6 oxSEPARARONE D.* APPUCAB(E EX/S NG �i L:� CLASS EXISTING t '(_EE 51CREVULE ON YGL455SHEET 11)ALTERNATEf4' --Ecry�-EQ� LOCATION \ i` 1 PiASHER I i ( i TEK SCREWS 15 3/a NJN. 12"O.C. i i i i IXi G f 'I 3/a•!II. CONCRETE ANCHORS G i + `��• iF i (SEE SCHEDULE ON "i ---I L,!_ 7 SHEET 13) EQ I I I EQ EDGE OF i tLAB IF SnNCe s, {i • �•' ` • EDGE OF APPLICABLE GLASS-- Ili SLAKEDGE OF `I '•�. 1/2'3-- - �-^ ESGE LAB�F ! "17 L,(f APPLICABLE IF 'E6 lett SERRATON APPUCAHLE J E.O, E.O�) .{ APPLICABLE f 3 TO GLASS(SEE i / FTE 807uAE av ssEr 'pOUREO i I ` POURRED , CONCRETE E.D. Ai aAOE.SQk ) OR REQUIRED E.D.�-- LFIAT HEAD CONCRETE ANCHORS CONCRETE E.D.*� REQUIRED POURED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14} — 11 TRENCH INSTALLATION G} HV .CEtC1FIG INSTALL`ATIONFH_SJMFCOQR-INSTALLATION fi HV WALK—OVER_INSTALLATION ,. AUD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE#4, SHEET 11 Ili ' ud,smuuneN T� 1 1 (S H I—(SaLmmcm�ix.0 ON _ i r EXI SEPARATION I—Vi + SHEET'S 14 do 14A) t. G 55—; F9N. :I IXISTING EXISTING TO GLASS ,T,_ ��.•� EXISTING GLASS—+ NIH.s[P+TOOL wAnoN CLASS t� ?; '{SEf SCHEDULE ONV GSA thlN.SEPARATtON I i 7`OJ'1, SHEET 11} TO GLASS / 1 ! ) 1�•�^(o�N ss ttT n> (SEE SCHEDULE Oft t Rvr ANCEDc ICD W/ Q 1/4• SHEET 11) / :owGr OR ll +IRs I 1/a• TAPPER4 ANCHORS RS MAX. I 1 I Ili i i + {J 1 4'Mn1.CUBSOMEM 6 6' 13 OR 5 I E D.* Iii 1 I' X10%3/4"HEX / ; O.I F R UP TO 6•-0•SPAN AND ,1, WASHER HEAD ( C a. FOR SPANS LARGER THAN 1 ' j - � -S MIN. '' TEK SCREWS E O.' ! 6'- UP TO a•-0•MAX APPLY (}14x3/4' HEX HE --/ �0 12"O.C. (!7�� AT EYFm FASTENER HEAD TEK SCREWS H 4"O.C. 1 3 B" NrnE tt ON SHEET+t i ` CONCRETE ANCHORS b I I S ca 3/e #14x3/4'S.D.S. F j ,:, + cc F'!jR LtuitA7iaN5)I ` 3 S tAAX. OR i/4"0-20 S.S.M.S. (SEE SCHEDULE ON 1/2 t 9 0•C. I ---- 5 a3 III 1/4 i 1 I W/NUT®9'O.C. 7 /' ) {• j _ ♦.i 1....—.. Mox -- ------ SHEET i4 ` �OR 18 1/2• Y`1._, I f 2 i�. IlIV-20x3/4'SS MS 17 R 18 ` `—a 12 +/s'e-zo t us _ +I o 12'D.C. I ;,; I I�I ` \ s414x3/4•F.H.S.D.S. �EXISTI C RON SIRUCIURAL W-1 7/8'-�-i�-1 7/8'-=' �,---CONCRETE ANCHORS a,• q.. SEE NOTE t3(b) \ �9'D.C.OC , I----E.D. POURED CONCRETE--) (SEE SCHEDULES ON ON SHEET i L 2,00'MIN. VALL TRIM(DECORATIVE I + OR CONCRETE BLOCK SHEETS 13 be 14A) '� SEE NOTE 13(b) �,• 1. E.D. SILL) POURED CONCRETE ON SHEET 1 , REQUIRED OR CONCRETE BLOCK t..'' -EDGE OF POURED coucRE1E OPTIONAL POURED) SIAD IF _Ki _HV'WALL FL'OORINS_TA_LL`4TION REQUIRED , REQUIRED CONCRETE REQUIRED APPLICABLE _ -HV-WAEL WALK=OVERINSTALLATION (J HV RAINGUARQ INSTALLATION t - "" Mi KEYSTONE MOUNTING INSTALLATION MAXIMUM A.&D.DESIGN PRESSURE;+64,-72 Olt NOTE FOR COMBINATION OF SfCTtOVS• .1. MMMUM SHUTTER SPAN III REM EDGE OISTANC£ i INSTALLATION SHALL 8E REMOVABLE l'JHEN PERFORMED ♦ SEE UTAt,LAOONS OF USE FOR INSTALLATION D ETA I LS W J 0� H V t-SEE SHEET 4 FOR TYPICAL SHURER {5EE SPECIFICATIONS ON SHEET 13) AUACENT TO AN OPERABLE IXR BLADE IA OPT SHEET 19 �J i 7 Y BLADE ASSEMBLY OR ENTRANCE 2- MOUNTING SECTIONS CAN BE COMBINED !!!!» IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity 8urrlGGDe Zone Ti 40 2017 EASTERN METAL SUPPLY,INC. i BERTHA HVTM F n �� A S A Accordion Shutter System 0. �? iL EG O �N�. ■ ■ / H.V. RAM#1 Wf OR W/0 FLY,WICDOW BIADE American Shutter Systems REVi DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 9/02/17 DATE: 08/02/17 OF \ 6355 N.W.361.St..St..305,VIRGINIA GARDENS.FLORIDA 3316 l � Phone:(305)871-1530.Fox:(305)871-1531 4268 west Roads Drve z DRAWING No +4f+'••............. , RIQ tti a-mala filkcoGLaaLcom West Palm Beach, FL 33407 3 to ..•+ 61\` 74 EB-006719 Phone: (800)432-2204 . Pox: (561)209-8380 4 17-122 �J[eAL, 1 \ 11 WALTER A.TILLIT Jr,P.E. P.E''SEA SIG"NhJURNyoATE FLORIDA Uc.Q 44167 5 7 SHEET 20 ALTERNATE INSTALLATION W HV "T" LOCK 69 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS Wj. In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATIONC10 HV BLADE OUT IN r IG Wf HD CENTERMATES B1AOE Q SUCK DETAIL HVF,INDICATED ON SHEET 8, Eli, ANG USE WITHf TH HOP-NWAY BE USED WITH THIS ALTERNATEOWN IN THIS SHEETT. SEE END WALL CONNECTTIIIONDETAILS ON SHEETS B35* 35*ANGLE W/(2)1/.b TAPCON +S tM:CHARsYQCONCRETE .(oPTIONAL) (SAt7 (QPnaeuL)P/BOTfPN)k _---___------••--•--.--_.--.----•-----__—_,____— LnnL — � _ _/z•s.us.Ta TUBE q-/ms/4•S.M.S,o u. --- -- — — -- ATANGLE.aYP) /t b.C.NLLLENGHr. * I N (e}N,v. I N - !33 r(4)M.Y. L 6EPN mN 30 HV "T" PINS(IYP.) I6 1/2' PINS(TYP.) •6 LSS SM.ASs£ 3 LOCK (INSIDE) t i I I , I a,�r I) -.- ------------ 5 1 " \ i tw/ ® 55-/ 35 OU 31 oa 32 3* 31 aR 32 3 t oa 32 35 \-31 a� /4" 0-20 x t 1/2" S.S.M.S. UTC^HVC(aP(OPTIONAL)SEE NOTE 6 FOR W LOCK 3@. 7/8"� x 3/32" WINGNUT. (OPnowu) DH 8_HVB O T LOCK,ON SHEET S. (O * f HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HDC ENTERMATES HVG* W1 * LOCK (EXTERIOR) W/_& LOCK {INTERIOR) SEINES 9464 ALUTAHUM !B* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET NURSERY.PART,0020. O ©�©°•�',,;,J•©O9 AS MANUFACTURED BY AVDEL CHERRY _ t0• 5 TE)(TORN.PARSIPPENY,NEW JERSEY �a�7 •�IK®+�.1�R vs 07054 0R EQUAL •Ow�•�w� ,,�ryvv ,3 tO C7 *SEE NOTES ON LOCKING R00$JQ LOCKS ON NO(5 LOON SHEETS UNwnm FLOATING BIAOE®OEEA+L NOD-IND IS VAUD FOR ALL CENTERLWES APPLIGBONS WON BLADE QI HDD—HVD** FLOATING STACK IFA/u/AAiiir�� FLORIDA BUILDING CODE (High velocity Hurricane Zone tTt111�1y+.�^ L�/ ©2017 EASTERN METAL SUPPLY.INC. ENS,. .,- = BERTHA HVTM �� NSA 1 O N A_ Accordion Shutter System L E C HY. BLADE#1 W/OR W/0 KV.W1tJDCtN MADE -a,. American Shutter Systems REV.NP DESCRIPTION DATE DRAVN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. + OLD,s�6o s/oz/, DATE: ae/o2/n .•�.� F 6355 N.W.36th.SL.,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 4268 Association, Roads Drive z Pit—:(305)871-15]0.F.K:(705)871-1531 DRAWING No ?C($I .,,•.•„+' t{r t1 a-m 7:tBteea69at.cpm West Palm Beach,FL 33407 3 �L NGi 1It1t WALTER A.TIL 7T)Jr.P.E. Phanec (800)432-2204 . Fox: (5$7)209-$380 , 17-122 P.E�SEAIJ$l��NUf2E�DATE FLORIDA Uc.g 4t167 a SHEET9 20 SSHyDUCE !ft 5Q SCHEDULE #3 SCHEDULE #4 >KON TES: :-- (1) L+:MAXIMUM ALLOWABLE SPAN FORA SEPARATION 70 a REQUIREMENTS 'K• MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM 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 (1)SEE BELOW FOR MINIMUM SEPARATION TO SE�--� @ j� NSTALLATIONS W OPPOSINGW/ S T W NEGATIVE A.S.D.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN RMA S. & or or W/ ONE &%W TWO HV OR 1 & W ONE HV LOCKS THE FIRST 30'-0"ELEVATION OF BUILDING C h)TERMATES. 21 & j / HV LOCK or 2� Or @ or HD LOCK W/ OR LOCKS OR TWO OR 5 W NO LOCKING {2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS OR CENTERMATES� & ONE HV LOCK OR / SPAN FOR WALL MOUNTINGS OR OR W NO OCKING OCKING RODS ® TOP/SOTTO ODS FLOdRJCEIUNc (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK M Wj TWO LOCKING RODS j j ONE HV LOCK @ OR (VAUD FOR MOUNTING 1 INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, TOP & BOTTOM ♦ SEE NOTES t, ODS o(SEE NOTES t•'I'6 GIVEN. POSITIVE A.S.D. DESIGN PRESSOR ( OR ♦(SEE NOTES t.'I'8 SHEET 7) MEASURED AT BOTTOM OF SHUTTER IS 3". ruaRMUM CONCRETE tc WooDir,NLr CONCRETE&W000 uwcIMUM CONCRETE RATING, DETERMINE MAXIMUM SPAN"L+" IMIMUM CONCRETE&WOOD INSTALLATIONS O A.S.D. INSTALLATIONS O A.S.D, INSTALLATIONS 0 AS'D' INSTALLATIONS FROM SCHEDULE DESrA DE HM GIVEN A NEGATIVE A,&D.DESIGN PRESSURE FLOOR CErUNG P�E WALL MOUN UIrS PRESSURE vR¢SSORE FLOOR/CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM / RAnrc & wmno RAm+c OR MINIMUM SEPARATION 7Q GLASS SCHEDULE: WALL MOUNTING MOUNTING I.ll_a. ) FLOOR/CEIUNG MOUNTINGS I.OR FLOOR/CELIIIG MOUNTING 1.1-)OR-) FLOOR IAO MGUNi7NG SPAN 'L-"FROM SCHEDULE. SHUTTER W/ONE LOCK WITHOUT LOCKING ROM L+ (0) L-(0) L+ (6) L-(R) L+ (ft) L-(8) L+ (0) L-(6) L+ (iQ L-(4) FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 3O 73'-Z' i6'-O" 13'-2" 15'-0" 30 12'-3" 14'-9" 30 13'-1" 16'-0" 30 73'-2" i6'-0" TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION Wf BER'lEEN"L+"AND 'L-". SHUTTER RYMMEfRiGAL 35 12'-8' 14'-10" 12'-8" 14'-LO- 35 11'-9- 13'-e- 35 12'-7" 15'-7" 35 12'-8" 14'-10' SPAN OPPOSING 40 12'-3" 13'-10" 12'-3' 13'-10- 40 ii'-4- 12•-9" 40 12'-2" 15'-2" 40 12'-3" 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM CENTERMATES CENTERMATES SPAN FOR COMBINATIONS IN BETWEEN 105" a5 11'-li" 13'-1" 13'-1" - 45 Il'-I' 12'-0' 45 11'-9" 14'-3" 45 1r'-17" 13'-1" 3 3j8's 4" WALL Wf FLOORfC£lUNG MOUNTINGS: OR LESS 50 12'-T 12'-5* r Y-7" 72'-5" 50 70'-9" i i'-5' S0 t t'-6" t 3'-T 50 11'-7" 12'-5- >105"TO MAX. 55 1V-4' 11'-10" 11'-4" 11'-10"- 55 10'-6" 10'-11" 55 1V-3" 12'-11" 55 1V-2" 11'-10' FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED 3 7/e7s 4" ii'»0' 60 LO'-3' 14'-5- 60 11'-0" 12`-4' 60 10'-2' 10 11 PRESSURE RATING: (�33�+'I� ,�;y-g� 65 10'-10` 10'-10" 10'-7" 10'-f0- 65 10'-0" f0'-0" 65 10'-9" iJ'-1t" 65 9'-5" 10'-1' LETcRA1MAX.SPAN FOR t'tALt MOUNTING USE INE: S SNDSCATED VALUES FOR K1tV CENTERMAQ4p 70 70•-6- 10-6- 10'-2" r0'-b" 70 9*-8' 9`-8` 70 10•-7" 1Y-5" 70 %'-9" 9-4' 1 INSTALLATIONS. 75 10'-t" 10'-1" 9'-10" 10'-1' 75 9'-4' 9'-4' 75 10'-4" 11'-t" 75 - g•_g^ L2+= lAAX.SPAN FOR FLOOR/CEIUNG MINIMUM SEPARATION 70 GLASS SCHEDULE- 75 MOUNTING INSTALLATIONS. - SO 9'-10' 9`-9" 9'-7" 9'-70" 80 9'-0" 9'-O" 80 10'-0" 10'-9" SHUTTER W/ONE;",I OCL( &TWO LOCKING RODS OR 85 W-6" 9'-6- 9'-3" 9'-6` 85 8'-9' 8'-9" 85 9'-9" IO'-S" FOR A GIVEN NEGATIVE A.S.D.DESIGN WI N ONLY TWO i_OCKS 9'-3" 9'-3" 90 8'-6" 8'-6' 9p 9'-5" f0'-1" PRESSURE RATING: 95 9'-0" 8'-9" 8•-9" 9•-O" 95 W-3' 8'-3' 95 W-2" 9'-10' DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION Wf C/-a MAX.SPAN FOR WALL MOUNTING SPAN S)F.iMETRICAtOPPOSING 100 8-9" 8'-4" 8'-6" 8'-9' too 8'-1" 8'-1'" 100 9'-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES L2-- MAX.SPAN FOR FLOOR/CEILING 105 8'-7" T-t t" 8'-4" 8'-4" T05 T-tr' T-ti' 105 8'-9" 9'-4" Ids" MOUNTING INSTALLATIONS. OR LESS 2 3/4"•• 3 3/16- 11 08'-4' T-T 8'-2" T-71" 170 T-8" T-T n0 8'-7" 9'-2" b MAXIMUM SHUTTER 8'-2- T-3" 8'-0" 7'-7- rt5 7'-6" 7'-3" 115 8'-4" W-11` FINAL MAXIMUM ALLOWABLE SPAN!S£4 >105`TO MAX. SPAN "L+"OR"L FOR 3 i/4"•• 3 i/4' 8'-0" fi'-11" T-10' T-4' 120 T-4" 6•-11' 120 8'-2" 8•-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BEIlYEEN 'LL+', 'L2+', ALLOYlED � T-r0' 6'-8" T-8' T-0' 125 T-3' 6'-8" t2S 8'-0" 8,_5" SHALL BE LIMITED TO 105 U-"AND t2-" ** USE 2 i5/t6"FOR NV"T"LOCK t'Y/14f 7'-8- 6'-5" T-6" 6.-9" 130 7'-1' 6'-5' 130 7'-10" g'-1'• PRT. DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL *** USE 4 1/8"FOR HV'T"LOCK !�0 4!/ T-7' 6'-2- 7"-4• 6'-6" 135 6'-ii" 6'-2' 135 7'-9" 7'-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTS MATES. 7'-5- W-11" 7'-3" 6'-3" 140 6'-10' 5'-I1" 140 T-7" T-6" A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 745 T-3" 5'-9" 5'-0" 145 W-8- 5'-9" 145 T-5' 7'-3' 150 T-2" 5'-Y T-0' S'-10" 150 6'-7" 5'-7" 150 T-4" T-0° CONCRETE u MANSORY WOOD 755 T-0" 5'-5" 6'-70" 5'-%' 155 6'-6- 5'-S" 155 7'-2" 6•-9" -r H.V. CORNER CENTERMATE3 MAY BE 160 W-11" N-2" C-9" 5'-6- 160 6'-5" 5'-2° 160 T-1" 6'-T USED AT ALL MOUNTING INSTALLATIONS.LOCKING WALL A, 8, C. D, E, M. N.O.P.d,R. 165 6'-10" 5'-1•' 6'-8" 5'-4" 165 6'-3- 5'-i' 165 7•-0" 1 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S&V. 170 6•-9" 4'-11" 6'-7" 5'-2" 170 6'-2- 4'-I1' 170 C-11" 6•-2' MANDATORY CONDMON#2 NOTE#5, SHEET 5. FLOOR/CEILING 175 6'-7- 4'-9" 6'-5' 5`-0" 175 6'-1' 4•-9" 175 6'-9" 6•-0" MOUNTING G. H, I, 11 + J. T. U. W& X. 180 6'-6' 4'-8" 6'-4" 4'-10' 780 b'-0' 4'-B t80 6'-8" S'-10" t t EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR"L-"AND MAXIMUM A.S.D. ,t• Li 1%5 6'-5' 4'-6" 6'-3" 4'-9' 165 5'-11' a'-6" 185 6'-7" 5'-8" DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: ` 190 W-4" $75" b'-2' 4'-7" 190 5'-10' 4'-5" 190 b'-fi" 5'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. u BLADE 195 ,6'-3- 4'-3" 4'-6' 195 Y-9' 4•-3" 195 6'-5" 5'-5" AND 8'-0" SPAN, n 200 6'-2" 4'-2' 6'-0' 4'-5" 200 5•-9' 4'-2- 200 6•-4" 5'-3" SEE MOUNTINGSON ON SHEET 7. - 2057 4'-1° 6'-0' 4'-3- 205 5'-8' 4'-1" 20B 6'-3' S'-7' FLORIDA BUILDING CODE {High velocity }tOrr)COn6 Zone) }if1T10"t` A p��1 ©2017 EASTERN wrAL SUPPLY,INC. �,t+s> LT`�•• I =�� BERTHA HVT)a assA i L E G ® s N Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WNDON SLAM gt r/4 l American Shutter Systems REV.N. DESCRIPTION DATE DRAWN 8Y: M.L. }� t TILLIT TESTING & ENGINEERING COMPANY ` t :• sy t..Ste.:AS,WORM GARDENS,FLORIDA 33161Assoclatfon, Inc. I OLD 19-080 9/02/17 DATE 08/02/17 STAff355 N.N.36th.S +E- Phone (305)871-1530.Fax:(30.9)871-1531 4268 West Roads Drive y --�•.tC1 '�Q' t e-r 1 tDtec.CaoLcom Vlest Palm Beach, FL 33407 3 DRAWING No (J�ID x, {� ,t1 ES-0006719 Phone: (800)432-2204 Fox: (561)209-8380 , 17-122 '. s �lvI1t WALTER A.TILLIT Jr.P.E. `p.Fur Ypi�N[{tIH01{ta'f� FLORIDA U.#44167 5 SHEET 1FiT:�"`�T'F� 6 11 OF 20 ��•. �'.' /.1 WHO, -Elmomm m mcmm 'imm T m immmm�m mimmmmEm' .- EEEamoM • MEmEn o�mmi�E po Eia o7E� a�m�q� opp[��o acaoo�i� pppp EaAE�L7EEiE/F�EED 0IElEEO[7d[�mmm�mmm. ®®®iIlE�ORpp7dpEH�IIpp�1 1111 M3t�®KEN Et7Fx0�p1006 MMIAd"m a MMEAMM"UmommOmpmO ®EE0p00EEEEmEQEdEEEE HER IN Ewa"MEEEEEU MUM; Oma " w •. 6liOm000R�ORliY�[t�004Oi�i�®mE�Et7[�06liaEDEECfCNiLif®E�[[700®�D000�p7Cp"Mtldi7Q4 , ®EEmEE�®EEEEoINIZIN MMSE EOoEEMMNW3 vEEEEE"UHEEEan M913ED AoRAM ®EE®F�maO©E®®EEEEEEEEEEQDEpQEEEEQ©E OEEEEEEEEHas"wEER� [C]0MM0 _ppppp OIMEN ®EEEOEEEEEEEEHHEEEEE HHH"EEmEEEEEpEEmmEDEEEOI�• MM EEmor®l7R7ERfiflatOm�QO®®m��L7OmEE®Eo�mmomi®ERaonEQAEEEE u m®amcr mmavmoouamm o�Qom ¢�mr�mc� m mmMMMMMM mmonCEEXCE mm nooem ®111 nommmpmm ooppnmmmmmm KZMMM ®a�mEEEEdEEEEEDEEEEEEEMCUMM EdEooEEEmn[i�EEEEQEEEEEEE W EEEEEEEEEEEEEEE_EEEEEEEEEE®®EEEEEEEEEEEmEEEEEEpOppm_EEEE ®EEEOEEEEEEpEEEEdEEEEEEpEE®�®11�7p]EpEEi�OEMINEEEEEEQO EUEOpEMMMMO ®EMM EDE®®pEEEEiDOEY�EEEEEEE�iOEE�i 7E0EE®EE�pEEEOEEEEE©DMm M i�OEEC�EEEEEE==mmmmEEEEE�nEEEEEEWMEEEEEEHUE�®OE® EEEEoo p MIRCH OMMHE M gmmu�m=lmmmA ""== ELsEEEEEEEEE IN E N SIXE�®mEEEE®EEEEEEE"" E EEo � : , i •- of camoame�o©nmopeosano = mora ®EEEOaEEEOMMXXXX E��EEEEE�EE®EEEEEEE : KaEE�s�a�cNE�ra EooME + , u��aoe0000io®�po�ppa�Eo�Im000eaE�n�n�a�+rv+�c�nm�o�000Qomr�m00000 � i• • w ®EEM MW i�i�EEEOR'EEEE=====EEEEEEEIII EEEEEEEEEEvMI:1 : EEEEE t-t• r tr _ • +13 ', ' A ♦ y �i i fly �'- •r t• 1ra It1 it•1 COMPANYTILLIT TESTING & ENGINEERING - !Sllf.f�� • v 1 • i' EB—OD06719 Phone,; (800)432-2204 . For (551)209-8380 ® a� ©-�® MAXIMUM ANQ-QR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHU7717EIR SPM. A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES pESIGN gEGAM LOAD AND A CORRES ONDING MOUNIING n?E FOR COMCRErE 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS! POURED CONCRETE (A) TO EXISTING POURED CONCRETE,(bon.f'c-3 ks!) (Min. Pc-3 kM) J�-t� 156-U=Nl��G) �eFlLddk--i4 -G - 1/410 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.ANCHORS SPA IN. LEGEN /4oO X 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCp1w.BOLT&SPECIALTY COMPANY.(Mi..I'c=3 Irri) AL:L SILL _N 0 ON E L 0 01 - &11 'N - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f -2 ksl) GN 30 TTo- 6-0 75 90 11' 160 5 30 go 1 2 160 205 THREADFORM TECHNOLOGY - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 60 75 go 120 160 205 30 ED 11 TAPCON VAIN ADVANCED 114 12 10 9 6 5�5 14 1 10 8 1 6 1 5 14 12 110 9 1 a a 0 11 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 4 _j_J�_ w 9 1 a I a 1 6 3'-0' 1- I- -I- -I- 4 9 ALL POINTS SOLID-SET C.=3 kml 1 12 to 11 9 8 a 6 1 6 14 12 10 9 - W/CAP OR LESS 14 _L0 8 8 6 6 14 12 8 8 6 5 BLUE TAP NOTES, t 1 6 7 14 1 A-1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 4 12 10 9 to 9 a a 6 1 6 14 12 TO- 9 8 8 6 6 TAPPER+ 1 3/4%AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2-. 14 12 10 9 8 7 1..�15 14 1.2 10 . . 8 6 1 14 12 10 8 a 6 5 _ - - - - - - - - - - 14 72 is g a a 6 4!-0' A.2)MINIMUM EMBEDMENT-OF 1/4"o x 3/4'ALL POINTS SOUD-sEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 6 5 " _!4 12 to 9 a a 6 4.5 14 12 10 9 8 6 4 3.5 14 12 10 9 7- 1-1 4+4-1 14 12 10 9 8 8 6 5,5 14- 1 10 -EF--8 6 4 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SMALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1 8 7 eLinET70N5 OF tfiE FOR I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7Z 5.5 3.51- 14 12 10 9 a a & 5 14 12 10 1 9 F. EC Uq, - - - - - - - - - - - - 14 2 6 4. - - - - L-- _L_10 8 A,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 112 0 7 4 14 12 10 9 1 8 6.5 5 3.5,14 112 10 1 8 6S-5 3.5 3 14 12 4_ -1-12 8 6 4.5 3.75 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10 9 8 7.5 .5� 1 14 12 10 9 8 B 6 4.5 14 10 1 9 NOTES A.1)&A�2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9,5 7.5 L5 +S - [,- 4 12.. TO 9 8 7.5 5.5 4 74 12 10 9 8 6 4. 35 INSTALLATION INTO E3FS WITH METAL STUDS SEE SHEET 28A. 6.-0. - - - - - - 14 12 10 1 9 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 1-114.12 10 8.5 7 5.5 4 3 14 12 a 6.5 15.6 1 4 3 - (B) TO EXISTING CONCRETE BLOCK.(ASTM C-90) 14 12 10 9 8 6 - I-114 12 10 9 a 6.5 5 Z1.75 12 To "1 a 1 5 4 1-1 1/4*0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER. _!4 2 .5 5.6 3 PZ 4 12 To g ..S 45 3.5 #2 .3.5 1/4"0 x 3/4'ALL POINTS SOLID-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 1 8 7 5 To 7'-0- - - - - 4 to 9 7.515.5 t/4*0 BLUE TAP CONCRETE ANCHORS W/CAP As MANUFACTURED By FLORIDA FASTENERS DIRECT,INC. 14 12 10 -8 375-4 1-114 12 9 7.5 6 4.5 3.5 14 f2 '7 5 4 5 3.5 1/4'0 TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 1. 5 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 12 4 1-114 12 10 9 7.5 5.5 4 14 12 9 A7 4.5 14 " _Z_RS_45 - I- 14 12 10 9 7.5 54 14 J12 1 9 7 6 4-5 3 NOTES: 8.-0. - - - - - - - - - - - 14 12]to a 6.5 5 3.5 AN 12 ��j 7 5Z 3 14 121 8 1&S 15.5 4 3 12,5 9.51 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP Vf/CAP ANCHORS AND TAPPER+ANCHORS IS I 1/1� D TAPCON I%lJH 14 12 I I a 16-5 5 - 14 12 1 8 6 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 14 2 9.5 7.5. 6 - 14 12 9'r 2 9.5 6.5 5 -S-,S - 14 12 10 a 6-5 5 14 12 1 a 16.5 5 4 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4*ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO q.-O. - - - - - - - - - - - - - - - - 14 12 8.51 7 &S 4 14 II.S 7.5 j 4 - - - 14 11 7 5.5 5 3.5 11 8 5.5 4�5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXISL AND I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 &S 44 - - - 14 12 7 6.5 4 14 104 7 5.5 6 4S 11.5 8.5 5.5 4 1- 14 12 9 7 6 4,5 14 11 -T 5.5 4.5 3.5 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE F-GSIRING WALL OR FLOOR, - - - -I- - - - - - - - - - - - 14 12 8 6 5 4 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 L 5 115 - - - 9.5 6Z 5 4 3 10 M 5 4 3 - NOTES 9.1) &B,2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 It 7.5 5.5 - =1=1=1 14 11.5 9 6 5 1 4 125 9.5 5 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 10.5 a 5 -I- -114 12 8 6.5 5,5 4 13 10 6.5 5 4 3 - - - - - - - - 114 10.5 7 5.5 4.5 3.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12-5 9.5-r 12 9 6 14.5 4 3 1- 9 7 4-5 3,5 3 - - - 14 10 7 14 104 7 15.5 4.5 - I- 11.5 8.5 5.5.4.5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4-5 14 11.5 7Z 1 6 5 - - - 12 9 6 14.5 4 - - - - - - - - - - - - EDGE DISTANCE VERSUS SPACING SCHEDULE EQR ANCHORS: 12'-0' - - - - - - -1--3- - - - 13 10 65 1 5 -4 - - 11.5 8.5 465 - _ q a 9.5 14 .5 - - - 8 6 4 1 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR I-D.LESS THAN T14C INDICATED.REDUCE 13S 9 - - - - - 13 9.5 6.5 5 4 - - - 10.5 8 5 4 G MULTIPLYING SPACING SHOWN ON SCHEDULE BY BELOW. FACTORS. 9 641- - :: - - - 14 10.5 7 5.5 4,5 - -- - 11,8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SKMI NOT HE LESS IRAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, - - I- - - - - - - - - - - - - - 12 9 6 4.5 4 ACTUAL FACTOR IOS 8 1- - - - - - 10 7.5 5 4 .3 - - - 7�5 5.5 4 3 - - - - EDGE TAPCON W/ADVANCED 1HREADFORM TECH,ALL POINT SCUD SET I BLUE TAP W/CAP TAPPER+ f2.5 it!I- 12 9 6 4.51 4 9.5 7 _j_ 4 - - - - DICTAINCE MIN,SPACING MIN.SPACING 6 1 79- DE OR .s 79- 1 HV BLA 3. 4. .5 5 1 10.5 7.5 5 4 E.D. 4- MIN.SPACING-3 1/2" MIN.SPACING-3 0 4 .4 4 5 5 IT 121 1.: '2 TO _ IT ,2 1. 5", '2 'a 1 2 1. 2 I,, to 5 '2 1. S� 112 2 1 2 1 2 g 2 It [14 1 4 1 4 I OS S 1 2 - - - - - - - - - I I 1 8.5 5.5 4.5 POURED CRETE& POURED CONCRETE -i--7 q-5- - - - 7 5 3.5 3 - - - - HV BLADE W POLIRED CONCRETE 00NORM CON POURED CONCRETE CONCRETE a= 1 0 ITS 1- I- 3.5 CONCH K CONCRETE BLOCK& S -1-1,-a 5.5 4.5 - - - 9 6.5 4.5 - - - - WINDOW MR.E093 1/2" MR rO.- LIK ED.-3 1/2- W ED.-2 I/T 11.51 a I- I- HV .1,L F ON, O. Y 7.5 12 9 a - - - - - 9.5 7 4.5 3- 0.90 1.0 0.78 1.0 0.S4 1.0 - - -7 0.5 a 5 - - - - BLADE WORKING 2 1/2- 0.81 1.0 - - 15'-0^ 6.5 5 3 0.67 1.0 9 ITS 6.5 - - - - IN UNISON * 10 M 4- 2- 0.71 - -L-=- - - - - 8,5 6 4 1 3/4" (q..- 0.51 7 - - - - - 9 6.5 4.5 0.43 - - -:4z:411.5 Ts 5z - - - - - 10 7.5 5 0.35 - vx1+4G Berl R- - 6 -±- - - - 6 4.5 3 1 8 6 4 FLORIDA BUILDING CODE (High Vetocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System A,S,S.A. H.V. BLADE#1 W/OR W10 H.V.WNDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE ORA%*N BY. M.L. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 575-71-7 -DATC, 08/02/17 35 STATIC np 5 N.W.360.5A..St..M.VIRCINA G-RODIS,"RIDA 3316- 4268 West Roads Drive - Phan.t(305)871-153".Fax:(305)871-1631 2 0 A�l 11 West Palm Beach, FL 33407 DRAWING No tZ0C--"x`- 3 EB-00067'9 Phone: (EIOO)432-2204 Fax: (561)209-83 17-122 WALTER A.11LUT Jr.P,E. 4 P.E. N aD FJOATE FLORIDA Uc.j 44167 5 SHEET 13OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S,D. _DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCREM iNSTALLATTON5 (SEE MOUNTINGS 1.J,K POUR CRETE _ ANCHORS SPACINQJLEGEND i.I wAuc OVER a: It TRENCH ,I RAINGUARD MOUNTING K SVALLfFL00R MOUNTING ,L WALT._TALK OVER_4fdUh7lNG) tuw tiff - _ ��----•, Q .J1�_._. 9F SIG N GA LOAD(psl) 0.5A.DESICN NEGAINE LOAD(p 5..0 IGN NE a S..0 IGN NE 4 L sl TAPCON WITH ADVANCED (n) THREADFORM TECHNOLOGY 30 40 60 ?5 0 0 40 60 75 90 220 260 205 30 40 60 75 90 124 180 205 30 40 60 75 90 120 160 205 14 12 10 9 8 B 6 6 12 12 12 12 12 1.5 8.5 6.5 7 7 7 7 7 7 7 5,5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3-0" 14 12 70 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 ? 7 5 5 5 5 5 5 5 5 BLUE TAP R t.6SS 14 72 10 9 8 8 6 6 12 12 12 12 0S 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 l0 9 8 8 6 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 110 9 8 8 6 6 12 12 22 12 11.5 SS 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5,5 7 7 7 7 7 7 7 7 5 5 5 5 1114.5, 5 5 14 12 10 9 8 8 6 6 12 12 12 95 6 6 4.5 3.5 7 7 7 7 7 7 6S 5 5 5 5 5 5' S 14 12 10 9 B 8 6 5 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 6 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 4 3 5•^0" 14 12 10 9 8 8 6 8 12 12 12 12 %a 7S 5.S 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 14 12 10 9 8 8 6 0 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 -4- 14 12 20 9 8 8 6 5 12 12 12 9.5 8 6 4S - 7 7 7 7 7 7 5S 4 5 5 5 5 5 4 I* SEE ANCHOR 14 12 10 8 8 8 6 6 12 12 IS 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 S 3.5 •- SPECIFICATIONS 14 12 10 9 8 8 6 6 12 12 12 10 B 6 4.5 3.5 7 7 7 7 7 7 T 7 5 5 S 5 5 5 14 12 10 9 8 8 6 6 12 12 B 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 4 3 DN SHEET 13 14 12 10 9 8 B 6 G 12 12 10 8 6.5 5 75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3-51- 7 7 7 65 5.5 4 5 5 6 5 5 4 3 7,-0" 14 12 10 9 8 B 5 6 12 12 12 8.5 7 5 4 1 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 70 9 -87 8 6 6 12 10 6.5 5 4,5 3 7 7 7 T 6.5 5 3 5 5 5 5 5 5 3.5 3 14 12 10 s B B 6 6 12 12 8s 7 ss 4 - - 7 7 7 7 7 5 - s 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 6.5 4.5 3 - 5 5 5 5 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE B,_O. 14 12 10 9 8 8 6 - 12 112 05 7.5 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 19 6 4.5 4 3 17 7 7 7 5.5 4 - 5 5 5 5 5 4 3 _ SCHEDULE 4, SHEET 11 14 12 10 9 8 8 S 12 LIT 7.5 6 5 3.75 17 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 11.5 7.51 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 B 12 12 9.5 6.5 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 6 5 5 5 5 5 14 12 10 9 8 8 10.5 8 5 4 3.6 - 7 7 7 6 5 3.5 - 5 5 $ 5 5 4 3 14 12 10 9 B B 12 10 6.5 5 4.5 - 7 7 7 6.5 55 - - - 5 5 5 5 5 4 14 12 10 9 8 e - 12 OS 7 5,5 4.5 3S - 7 7 55 4.6 3S - 5 5 5 4.5 35 - 10,-0"14 12 10 9 8 8 - - 12 11 85 8 5 3.5 - - 7 7 7 7 7 7 4S - 5 5 S 5 5 5 5 4.5 14 12 10 9 8 8 - 95 7 0..5 3.5 3 7 7 7 5.5 4.5 - 5 5 6 5 4.5 3.5 14 12 Ila 1 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 110 1 9 1 8 1 8 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 14 12 110 19 1 B 1 B - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 �}�'`��j �jf 14 12 10 9 8 8 - - 11 8 g 4 3 - - 7 7 6 5 4 - - 5 5 5 5 4 3 - / 7' BLADE ONLY 14 12 10 9 B 8 - - 11 8 SS 4 - - - - 7 7 7 5.S 4.5 - - 5 5 S 5 4S - - 1 1 14 72 10 D 8 tS 8.5 55 4.5 3.5 - 7 7 CS 3.5 - 5 5 4S 3.5 J 12,_0„ 14 12 70 9 8 - - 12 9.5 65 5 4 J - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 k5 3.5 14 22 10 9 8 8 6 4 3 7 7 5S 4S 3.5 - 5 5 5 4S 4 3 14 12 10 9 8 - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 0.5 8 5 4 3S - 7 6.5 4S 3.5 - 5 5 }S 35 3 13-0"ib 12 10 9 8 - - - 1S 6.5 6 4.5 3.5 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 }.5 14 12 10 9 8 7 SS SS 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 B 9 7 4.5 .?5 - _ - - 7 7 S.5 4S - - _ 5 5 5 4.5 4 _ _ 14 12 10 B - 110 7.5 5 4 37 6 4 3 5 5 4 3 14'-0"74 12 10 9 - - - - OS 8 5.5 4 3.5 - - - 7 7 7 7 7 4 14 12 10 9 - 6.5 5 3 7 7 S 3.5 - 5 5 5 4 14 12 10 9 - BS 6.5 4 7 7 5 4 5 5 5 4 - _ _ _ _ _ _ .. _ _ _ _ 14 12 10 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 15-0" 14 12 10 - - - - - 10 7S 5 4 3 - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 /2 10 » 6 4,51- 7 7 45 3 _ 5 5 4S 3.5 - _ _ 74 12 10 8 6 4 7 7 S 5 5 5 4 14 12 10 - 8.5 6.5 4 3.5 - 7 5.5 3S - 5 5 3.5 - 16•-0"ti 12 t0 - - - - - 9.5 1 4.5 3.55 3 - - - 7 7 7 7 S 3 - - 5 5 5 S 5 4.5 3.5 14 12 10 - 6 4.5 J 7 6.5 4 5 5 4 3.5 14 12 10 - - - -7.5 5.5 .75 - - - - - 7 7 45 _ _ _ _ 5 5 14b I_ _ I_ - _ FLORIDA BUILDING CODE (Nigh Velocity tturricone Zone) 1TTI1� t1�Sy 7'j/;�� ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVIM� 1�0 INC. Accordion Shutter System ,�■S■S■A■ H.V. RADE#1 W/OR W/O H.V. WINDOW GLADE i 7TLLIT TESTING & ENGINEERING COMPANY American Shutter Systems RMN- DESCRIPTION DATE ORAFN BY: 11L • 6355 "1.MM SL.Ste.305,VIRGINIA GARDENS.FLORIDA 3316E Association, Inc. 1 OLD 15-080 8/02/17 DATE: 08/02/17 • n y Phorre:(305)871-1530.Fox:(305)871-t532 4266 West Roods Driv¢ 2 e-mail:Vt-00.1-ni Vest Palm Beach, FL 33407 DRAWING No w�0 .•' 141Zo �� •�LtL1714A EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 3 17-122 �{p�•�•1,•.•,',,•'.......••'� �t 14 ViALTER A.TILLIT Jr.P.E. 4 -P4J'$p.{�f51�N �DA'TE FLORIDA Lie.#44167 S SHEET 6 14 OF 20 :. ,i: . � i •: 1 � 1111 ca i (11sa :.i ♦:: .I N iI I ReNz• .it:Les 0:Mill is ..i, :al i .7: :1♦. 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MAXIMUM DESIGN PRESSURE IR�RE WING (p.s.f)AND CORRESPONDING_MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUT'T'ER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). !E::3 lJ B _=S;;T FR P=- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE tf2" MIN. COX 2 N MIN.FlFlG=oss, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 Wf MIN. G=O.43 W/ MIN. G=0.36 PLYWOOD MIN..c 0.5o W/ W/ MIN. G=0.43 W MIN. G=0.36 uAxnmu SPAN(i`) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N,(�0 & R FLOOR„MOUNTINGS M, N. 0 & R FLOOR-MOUNTINGS M. N, 0 & R FLOOR_MOUNTINGS WALL MOUNTINGS .0.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS AW Fc X W &X ( W &,",&X-„) P & 0 S&Y S&V S&Y ASG.mmcuAE RATE FAM(m1 ASD Ow t wne poen Fero w zi M-1 Duma RZE EIRE flat AID rsal I&MIK RSZ-P9W M un M=RIGME MnF=G(4 ASG.DMI*.W&F%3W W.-04 rse aTs3+WM!RssnE WC X' oTSTxWRr REE ram Wj ua OM RVINE Rsws 1",(4;Ti- Mma 1e a 19M Tye 30 40 1 60 75 90 hO5 30 40 1 60175 90 05 30 40 60175 90 1105 30 40 60175 90 105 30 40 1 60175 90 05 30 40 60 75 90 105 30 40 60 75 90 105 0 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 05 1-0'OP.LESS 12 10 110 9 8 18 6 6 1 6 16 6 6[12 10 1019 8 8 6 6 6 6 6 6 12 10 11019 8 8 6 J66 6 6 6 5 4 4 4 3 2 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 4'-0' 72 10 10 9 8 B 6 6 6 6 6 6 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 5 4 4 4 3 1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 L0' 12 10 10 9 8 8 6 6 6 6 6 5. 10 10 9 8 8 6 6 6 6 6 5 12 f0 f0 9 8 7 6 6 5 6 5 4 4 4 3 7. 72 72 12 22 12 72 12 12 72 72 72 12 12 12 12 12 0.5 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4. 10 10 9 8 5 6 6 6 .5 S vs 12 10 10 9 6 3.5 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0` 12 10 10 9 6.5 4 6 6 6 .5 4.5 410 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 10. 1212 12 0.5 8.5 758'-0' 12 10 10 75 4.5 3 6 6 6 5 4 3. 10 10 6 3.5 - 5 6 5 .5 3.5 3 12 10 10 4 6 3.5 3 6 5 4 - 1 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0` 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 310 9 b - 68 4.5 4 3 3 12 t0 4 3 6 3 3 6 5 3.5 - 12 12 12 12 10 12 12 12 i. 9.5 8.5 12 12 t0 8 5 55 10'-0" 12 10 7.5 IF - 6 6 5 4 3 - 10 6 3 - 66 4 .5 3 - 12 10 3 - 6 3 6 5 - 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 IV-0" 12 10 5.5 - 6 6 4.5- - 10 4.5- 65.5 3.S- - 12 70 6 _ 6 5 - 1 12 12 12 10 8.5 72 12 72 9.5 8 7 12 12 8 6.5 5.5 4.5 1T-0' 12 10 4.5 - - 6 6 4 - - 10 3.5- 6 5 35- - 12 10 - 6 5 3.5- _ - 6 5 - 1 1213'-0" 12 10 6 6 - 10 6 4.S - 12 7.5 - - - 6 4.5 - 6 4.5 - 12_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _/4'-0" 12 10 6 5S - - 7 - S.5 4.5- _ _ _ _5'-0` 12 - 6 - - - - 5 ^ 12 - 5 6 - 12 12i6'-O" 72 - - 6 - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 i1.S 8.5 5.5 4.5 3.6 - HV BLADE OR d) HV BLADE W/ 6�A HV WINDOW BLADE WORKING IN UNISON* ♦SEE uu ARONS OF USE MR BLADE 0ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i.ANCHORS TO WALL,FLOOR OR 6auD WOOD 50FFT SHALL 13E 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:E AS FOLLOWS: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4"0 TAPGON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) 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 VF/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN' 1/2'CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (high {velocity Hurricane Ione) ©2077 EASTERN METAL SUPPLY, INC. -� �F_.. BERTHA HVTI : '�= E I IL t E T. .AT. Accordion Shutter System H.V. RADE#1 W/OR W/0 H.V. WINDOW BLADE TRUT TESTING & ENGINEERING CO MPANY American Shutter Systems REV.No DESCRIPTION DATE ORAWN BY: M.L. a:• STATIC 6355 N.W.36th.St.,SU,.305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. OLD 15-OEO 0/02/17 GATE: 08/02/17 PNona:(305)871-1530.Fox:(305)871-1531 4266 west Roads Orn•e 2 Off'•. F� t6A a-mail:till cao0oot.- West Palm Beach, FL 33407 3 DRAWING No �ss OID��{•.\Z'i��kttk WALTER A.e005719 XUT P.E. Phone: (800)432-2204 . Fox: (561)209-83$0 4 17-122 RE.S I, �N7�RP/AAYE FLORIDA Mc.9 44167 5ISH ET 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 2 HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOM WITH HV BLADE nl ONLY SHALL BE LIMITED TO 105.0 12sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. 7*� =N WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1) & OA) WORKING IN T.R TECHNOLOGY 114 Coll IADVANCED PENETRATION F—T." I'M TECHNOLOGY a.r. P Z. 1 OF EXISTING VICO AREA TO D HEADER. Vl/ 1 1/2*Ml-PENETRATION ( (SEE SCHEDULE ON SHEET 15) F THREADED AREA TO MlIL SEPARAMON DOR EXISTING WOOD HEADER. TO MASS(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON OR 77 I= ANG on 19 r. 1 OR 18 1*Mh 1/4'0-20.3/4'S.S.MACHINE SCREW EXISTING fE W/ 1/4"-20 NUTS 0 12"D.C. GLASS i WALL SiLam. FtNtSM,,' til ILI Id a x 7 NAL OR EXISTING MIN. FINISH 2*X4 V1000 1 EXISTING MIN. RED 1/-0 TAPCON WITH ADVANCED HEADER REQUIRED 0 2*.4 WOOD EAGER REQUIRED T.4 STENG EPARATION I READFORM TECHNOLOGY MIN.S PENETRATION GLASS--? To CLASS(SEE MIN.SEPARATION .4,CONT.SILL TH 1/2"Min 4 TO GLASS R OF THREADED AREA 0 r—SI al 0FCR"LSIADNE rA'D_ I EXISTING (SEE SCHEDULE EQ'D. MIDWIDTH OF WOOD PLATE. ON OR' GLASS-•y ON SHEET T'l) (SEE SCHEDULE ON SHEET 15) LIU L HV WALL HEADER INSTALLATION BY WALL SILL INSTALLATION914V WALL HEADER INSTALLATION Mlt,L SEPARATION STING MIN.SEPARATION TO GLASS S TO —(SEE SCHEDULE GLASS EXISTING ON SHEET 11) MIN_SEPARATION (SEE SCHEDULE TO GLASS EXISTING ON SHEET 11) ON SHEET 11) 1/410-20.3/4-S.S. 1/4-0-20.3/4- MACHINE SCREWS C�IN SCREWS I I USING 1/4-20 NUTS CONT.�__(SEE SCHEDULE GLASS D PLATEI 0 2. WALL r/ J."I 12.D.C. 12*OZ.—, FINISH 4-111i OR 18 �aR@ OR 1 2.4*CONT. / 4z I-E I.EQ OR WOOD PLATE LED 11 E REO'D. 1/4�'O TAPCON WITH ADVANCED 4 N 1 14" I -a TAPCON TE rT/H R 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -1/4"0 TAPCON WITH ADVANCED T14R RM TECHNOLOGY THREADFORM TECHNOLOGY EADFO W W/ " 'L _.-r CONT. N. T"1/2�1.fin.PENETRATION OF %V/ 1/2"Min.PENETRATION OF 0 /2"Mir.PENETRATION AREA 1-SEE SHEET 4 FOR TYPICAL PLATE OF TIHREADED AREA 0 THREADED AREA INTO HPELEYTVIOJOD. MI NSLY Dmoril or WOOD PLATE. (SEE SCHEDULE ON S 14 BE I ON SHEET 5) 1 ER SECTIONS 9* "-' VALL (SEE SCHEDULE INT EXISTING M 2-MANGAISE S CAN 'UL IN.2'x4'STUDS ` COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. L7 2-MIN,COX PLYWOOD 0 16'O.C.MAX.RED 1/2-MIN.C PLYWOOD TO BE ATIACHED TO D)L\ �WALL FINISH 7_._'STING MIN.2'x4'STUDS 0 16'O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE UZAI'�'..S OF OF] ®HV WALL SILL INSTALLATION A . E WITH 111 2111 IF THE F.B.C. BLADE SHEET �Eli_ HY WALL SILL INSTALLATION WALL SILL INSTALLATION FLORIDA BUILDING CODE (}tigh Velocity Hurricane Zone) @ 2017 EASTERN METAL SUPPLY,INC. 14 BERTHA HVTM Accordion Shutter System 71 LEC 0 A.S.S.A. H.V. RAM#1 W/OR W/O KV.WINDON BLADE TICCIT TESTING & ENGimrrRING COMPANY American Shutter Systems ROLN. DESCRIPTION DATEI DRAWN BY: TAI t U 6355 H.W.36th.SL.St.30s,Varem wrvvs,FoievA 33i6e -050 DATE 08/02/17 Association, Inc. I OLD is 38/02/T7 Phone (305)871-1530.Fax;(305)871-1531 4268 West Roads Drive 2 DRAWING No 40RIDy% PJ West Palm Beech, FL 33407 3 X R: t*011% EB-0006779 Phone: (800)432-2204; Fax: (561)209-8380 17-122 WALTER A.TILUT Jr.P.E. 4 SHEET pl:-Q..Ww'D'ATE FLORIDA Lie. 44167 5 6 IS OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 9 HV+ BLADES (AS APPLICABLE. MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY SHALL -VIALL FINISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. DESIGN PRESSURE RATING FOR INSTAUATION WITH qLADF_WAy�aM6W —1/4-0 TAPCON WITH '? _. . ADVANCED THREADFORM —ED EO---t--2"PAIN. GY VI/1 1/2*Min. 4 xB (Min.) EXISTING— -EDGE(IF APPLICABLE)WOOD BEAIA RED UFFIED. ------ PENETRATION OF THREADEDWOOD ADEQUACY AREA TO EXISTING WOOD OF EXISTING WOOD BEAM ✓ HEADER. 1/4"0-20X 4" TO BE CERTIFIED,BY EXISTING WOO (SEE SCHEDULE ON SHEET 15) PHILLIPS SS TRUSSES OR M.n. AAC INE SCREWS REGISTERED ENGINEER EER OR ED ED 1/2- RAFTER 0 24' r j4 ED- ED- W/ 1J4"-20 ARCHITECT PRIOR TO 1/2' D.C.REQUIRED SHUTTER INSTALLATION. ® 12"O.C. '71 1/4"o TAPCON WITH 1 OR 15 ADVANCED THREADFORM EXISTING SOFFIT 2E 4 -.257" PTEC J-3/"Ltd..THK. N TECHNOLOGY W1 1 1/2*Min� ON OF TTH%READ1.D. Me-- AREA TO EXISTING WO 0 -1 EO 914.3/4' -ED ED-,, I-X4%1/8-CONT.ALUM.TUBE OPTIONAL (SEE SCHEDULE ON SHEET 15) S.M.S. (6063-T6 ALLOY)%V/ IF 1_7 I a ID.C. or 'AFTER 0 LAG SCREWS To v " . " .", 11 (3 S'Z E cm 1.3 or or @ FAO. R OR TRUSS. o LO=LAG SCREWS AT L gLjFr-- =- MIDWIDTH OF EXISTING WOOD MIN 2'.4!' MEMBER,(V Uin.NOMINAL FaDTH EXISTING—; HEADER REO'O MIN.SEPARATION OPEN HOLE AT EACH— %2. CLASS !1 LASS STUD TO ACCEPT T8 Win.PENETRATION OF 1 11 ID FOR SCHEDULE EXISTIN -0 LAG T=TF..S ;A'�Fis' (SEE SCHE ON SHEET 11) 5/16 SCREW 11 GLASS AT CENTER OF TUBE. MAX.AS.D.DESIGN LOAD AND 141t.S.'/RAT?Ctl 9'-0'MAX.SPAN.THIS MM SMA-Wai INSTALLATION IS ONLY VAUD TO (SM HV WALL HEADER INSTALLATION it ren MAXIr EXISTING -1 SC= FOR WOOD%MIN,SPECIFIC GLASS--, j GRAVITY OF '50 AS DOUGLAS -do I ON SHM Hir --�DOR FIR OR SOUTHERN PINE No.2, &A=(D&Q) OR EQUAL. DIE OR W NOTES: SHEEP 4 FOR TYPICAL SHUTTER ASSEMBLY, L 2-MOUNTING SECTIONS CAN BE COMBI IN A14Y WAY TO SUIT ANY INSTALLATION. (DT'HV CEILING INSTALLATION U HV CEILING INSTALLATION MA SEPAUTION SEE OR IMIN. SEPARATION MIN SEPARATION Toamlm' TO CLASS 0 GLASS It FUR OLIDE10— (SEE SCHEDULE (SEE SCHEDULE ON SHEET 11) GLASS" EXISTING at s1w Is ON SHE it) EXISTING VRNATE ON R EXISTING WALL #LOCATION DECK MIN. FINIS 1/4' J100/4"REX 'ECK REQUIRED WASHER HEAD TEK (NO FINISH ALLOWED) 7 SCREWS 2mx6'MIN.WOOD CREWS 0 12*o EC REQUIRED(NO -@OR@ —EDGE OF DECK FINISH ALLOWED) 2' IF APPLICABLE LEI 1/4'0-20X3/4"S.S. EDGE OF DECK 1/4-0 F.H.TAPCON WITH —1/4-0 TAPCON WITH 1. PHILLIPS TRUSS HEAD IF APPUCABLE — ADVANCED THREADrORM ADVANCED THREADFORM Min. MACHINE SCREWS \..EDGE OF TECHNOLOGY VI/1 1/2"Win. Min. 2"MIN. TECHNOLOGY W/1 1/2' V//11/4--20 NUTS 2"MIN— DECK IF PENETRATION OF THREADED EM CONT. PENETRATION ATION OF THREADED 0 2-D.C. APPLICABLE 2'IAN. AREA AREA 0 MIDWIDTH OF WOOD SILL P LATE AREA 0 MIDWIDTH OF WOOD 1 0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. PLATE. W 1 1/2*Min,PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) E SCHEDULE ON SHEET 15) ♦ SEE1.1161TA1101".OF USE ',/X�HV WALK—OVER INSTALLATION SLADE .N SHEET 19 UV BY WALL SILL INSTALLATION @ I !el;R11� � igh elocity Hurricane Zone) 111, ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM f 5 O NNS. Accordion Shutter System A.S.S.A. H.V. MADE#1 W/OR W/O H.V. WIMM BLADE Americcn Shutter Systems REVA, DESCRIPTION DATE DRA%YN Em. M,L TIWT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 15-080 33/02/17 DATE' OB/02/17 8355 N.W.381h.St..So.305,VIRGINIA GMVENS,FLORIDA 3316C 68 West Roads Drive Phone:(305)671-1530.fox:(305)871-1531 42 2 -0:1RLeca00ol.com West Palm Beach, Fl. 33407E0006719 DRAWING No - 3 WALTERSA.TILIST Jr.P.C. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 FLORIDA Lic.111 44167 5 SHEET 6 17 OF 20 • GENERALLIMITATIONS AND CONDITIONS OF USE FOR 1EMA V SLADE ACCOR111111 !HEER PM WORKING IN C21-i4 DOW BLADE I 0 A, 1,MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 D.A. T @77r 2.MAX.SHUTTER SPAN:96'. it r 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7:AS WELL AS It l MOUNTINGS At O,7.U&Vl ON SHEETS tb&17. 44hy�RYAyC�EED NT IN AT SYM (BOR 0 OTH P.Q.IAYOOR Iir.N CASE OF OPPOSIALLOWED WITH NG LAYOUT•(T5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF � _ G> CENTERFAA-TI- 5.(A)WWINDOW BLADE` SHALL ONLY ALLOW A MAXIMUM OF S OPENINGS 16 wk0. 44 n TYP.EA END 11,1} (3-6 HOLES)FOR(H} PER BLADE AT SPACINGS SHOWN ON SHEET 4. / MIN.CLEARANCE FROM 70P OR }N BOTTOM EDGE OF WINDOWRLADE • OF ANY 3'0 HOLE FOR®SHALL BE 12'. l. 5 1WNDOVfS /1^+�� ALLOWED AT Hv (C)FIRST OR 8[ADE COMING OUT FROM STARTERS AT ENDS MAY BE HV Gix. YANOOW BIADE SG lf' WINDOW BLADE/ THROUGHOUT WINDOW BLADE 1.1U5T BE USED ALTERNATE TO q SOLID HV BLADE(D 1H RDUGHOU75HUTTER'5-WIDTH. (E)C TE5 SHALT.ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o ' n BLADE 1 AT EITHER SIDE OF THEM. _ u 4�4� THS 7HEPONFFROR D THE OPENING BE NG PROTECTED.t�TY INSTALLED OW(44}MUST BELE SEE ENDCON ECI0.N i s` $ gF,e ONLY INSTALLED AND LOCKED USING A HV SETING TOOL PROVID BY ASSk DETAILS ON SHEETS/ -- 58kz INC. FULL HEIGHT."'�I ' e@j 6.SEE ANCHOR SPACING SCHEDULE FOR INSTAUA71ONS INTO WOOD FRAME SRd BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 S 1 1 &2 ABOVE). z YP P 'z 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED E� THUHHULLULEL CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE: (SEE PLAN FOR REQUIREMENTS) D H . TYP TOP&BOTTOM W -g-&Q7 SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUMnED VA 96'Mex. _.5•_.. ._. ELEVATION )AN.SEPARATION To Guns IXiSTtnG GLASS SE=- ------------------- t%i SHEET/2 FCR 8tA0EiD'j ` M91EET i0R BI- _j-- CENTERMATES--___�_— — _ —�- ----- /AD-I - /-� gtj$ yj (NG CENTER}AATES 6"10Q;�/&S OR ONLY) P. \ ./ / � ANR...INI'�.�L�'L+EE NOTE 4 ABOVE) 120 P. sYMNfRICAL CENTERMATES OR 5 AND TYPICAL I HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE to SHUTTER* NTLiTNcjo, xjyxC FLORIDA BUILDING CODE (High {velocity Hurricane Zone) 1111•�'� SZ PL.• sf f%ems O 2017 EASTERN METAL SUPPLY, INC. ]`r ,`�� ••'vti ��••�.�t_ A S S ABERTHA H Tht 1 L ECO ,N,. A.S.S.A. Accordion„ , , Shutter System N.V. BADE#1 W/OR W/O N.V.WINDOW RAM American Shutter Systems REY.NO DESCRIPTION DATE DRAWN BY: WL 7�nc ; TILLIT TESTING & ENGINEERING COMPANY '.•�'•• STAT{,VI_ 6355 N.W.SIN,Sf.,Sla 305. MR 11414 GMDENS,TL0 JS1D Association, Inc. 1 OLD 15-OBD /02/17 DATE: 05/02/17 Y y 4268 West Roads Drive 2 Pboae:(305)871-1530.Fax:(305)871-1531 DRAWING No "� tv .—if ti((ecamC.Ixom West Palm Beach, FL 33407 3 P.L"-.�t��(}JA'bj IABpTtYAIPl,1�KuF� 1FOA TILL7T Jr. Phone: (800)432-2204 . Fox: (581)209-8380 y 17-122 Vr7E FLORIDA Lic.E 441 67 3 SHEET 6 19 OF 20 END INSTALLATIONS (1) HV & AA HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2D S AGN. "COD STUDS._ �•- t/4b TAPCON EADF (A5 APPLICABLE) \ /I TECHNOL Y IrW F LDE 2'x4-MIT.Y100p r- i_ 2•x4'PAIN. \ /I TEGHNOLDGY 1>Y!BUILDE% / "'-STUpS REp p, 1 WOOD STUDS. ANCHORS O 6.O.C. \ \ / 2'xa'MIN,V7000 '�..,.,I\ / / (AS APPLICABLE) VTAL61 \ /f \ / /1j"� V!/I 1j2'I.IIN.THREADED �` \ `\ / STUDS REOb. RNISN t pEI1ETRATION a1T0 STUDS OR �` I 1 'C Wj MIN.t/2'THREADED J p' \ j�FlyyNI$N E%1511NG GLASS--\ 1. \ / ,` I' PENERTFTIOII TO 1/2'COX T / I\ ,I Iyj/ I PLYWOOD IF NO SILOS EMY ! \ ( Y ,t EXISRTTG CLS' I\ /-EXISTING GLASSIT / \ 1 i EXISTING GVS5 t \(/ \`1 1 \ /L__ I 1 Z\\ f 4 t/2"t . COX \ t. T /EOyEO\ j '—} }ToSEPARATION - / I I TO BASS(SEE I II 1/2'MIN.CDX -- —. / IAN.SEPARATION P W000. / I, � 501EDICE Ott SHEET PLYWOOD. . TO GttSS(SST TD LASS(SEE 1 t1 FOR RME{DANO /2-MIN.COX TO CTAS$ 7/16-x3- / S01EDU1E UN 9EE1 S06DI.X.E ON SHEET PLTW MIN. I I II SCHEDULE ON SF?rET ON SHEET to FOR 1 6 WAUJ 1 I1 FOR BADE OAm 71 FOR EUOF•0 4 s BMES(D (6063-76)COIR, nNISH /2'Mw.cox oN SHEET 19 FOR ON SHEET 19 FOR !z �FOR SHM s�A� ALUM,CLOSER PLYW'Wp,: t,T 1/2"MIN. PLATE.(LOCATE 7/2' WtESQL FlN15H J / MADSQA GIMES mi AT E"M SIDE AfIN it _ OFd} TAs.wwumA7n•.t/r -2' IS10x1/2-S.14s. "`T 016 D.C. 10x1/2-$JA.S.---. -ter A - 016 1-,taA"'osEE.s.m 016 B.C. -.1 (27 t/.4 Tx> o'R/ 4 M E1DFpgM LZ 11\OR�lY� *"✓✓J /r EE DETAIL X FO 1 OR 4�� T a•�1 T OR IfA* SIDE CONNECTION 11 ! «O. «Q«' �« SEE DETAIL X FOR f .I OR 0* TO TRACKS SEE DETAILX F 4,. SIDE CONNECTION a2}a•t «©,Qy�-`:a, a, SIDE CONNECTIONOR,,, «g^•©'70«® '« TO TRACKS (sr^ "'lY TO TRACKS (� a « 7 'xZ"TM�j•QS>a .�a 077vf a 6,(Dm «\70j•(L3'+a «,�. «17H y�y^« 0tl•� �•ls« 6�•�«�•�«�•�> Q•7�'i•�.�1"'.r63't7�"LO`« a«1 e'«6 �.s@«V9• a1��.� @.08a,« .C8`.-03- « �. « •ga:`H. G6.�a la1a•�6 END CONNECTION DETAILEND CONNECTION DETAIL END CONNECTION DETAIL 9 END CONNECTION DETAIL t Q 1/4.0 TAPCON tY1TH 1/4b CEDTAPCONJH WITH �OXLASS G +REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" E%ISTINC TE MH EO THREADFORM ADVANCED iHREADFpRl.I { t � —G TECHNOLOGY tiW aURDIX TECHNOLOGY RY/8UW}IX 2•xb'LAIN.1'i00p ANCHORS W/1 1/2-NUI. ANCHORS W/I 1/2-MIN. I I THREADED PE'CHATION THREADED PENETRATION #toX/}2'S d.5 AN SEP1R40Y ♦ SEE LIMITATIOSE'ANS DF USE OF To LASS(SEE SHO$REO'D. I RSTp SCUDS 0 12'O.C. 1Tn0 STUDS O T2 O.C. 016 O.C." 70 CLASS(SEE TD BAA:s(sfc \ � BLADE(1 Al ON SHEEP i9 aI 91EFT j 1 1/z-MIN. SCHEDULE ON 9627 ANG /'l lI FOR Bt•CE tDAND ' W 9LtEr 19 FI I FOR BLADE�Oft 1 ------U �r 10 N SHEET is Q /i 1 -� I 5) aM OO ep l'p 1CR®CR�OR DOR It ,16'x(5 / \ llcL tAN:\/ \ COO S) U / V~ 1 t 0��cp(8�oR01 .,OR / I f, / r'-• 1 I'JpROR S�.'pR� V EW Y fSi«i3«O O«I�«no• « WALL eNISH z^xa Mrv.woo0/ WALL Yz _/ 't3 C G @«{o,fie .fie. STUDS REQ'D. '-' FINISH 54• 5!« j•�wt1�. : PLAN ©07 Z«O O $« Sa«fs a Oe «a�• 3« ...Lys O. D«fim•as«i DETAIL X END CONNECTION DETAIL (131 END CONNECTION DETAIL 12) T' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) lr�' ©2017 EASTERN METAL SUPPLY,IND. ' BERTHA HVnt . � EL EC o -.,. A■��S■Ai. Accordion Shuttex System Kv. IKADE#1 w/OR W/o KV. WNDO v&.ADE 1 i s American Shutter Sysfiems REv.N. DESCRIPTION DACE DRAWN BY: fA.L .q S� TICCIT TESTING & ENGINEERING COMPANY ASSOCIOtiOn Inc. 1 OLD 15-080 /02 6355"Al.36th.SL.Ste.305.WRCINA GARDENS.FLORIDA 3316 F /17 DATE: 08/02/17 $\1 Phone: 305)871-1530.Fax 4268 West Roada Orwe 2 \ ( (305)877-t53i '�,ta+•'•.,•aRlfl,,r'•1'Etr 51t o-mail:Tilteca6aol.eom West Palm Beach, FL 33407 3 DRAWING No ••• \�i't=f E8-0006719 Phone: (800}432-2204 . Fox; (561}209-8380 , 17-122 IrN b VA�> 11 WALTER A TILLTI Jr.P.E. P.E:•5 � JJREfGATE FLORIDA Uc.d 44167 s SHEET 6 18 OF 20 /REQUIRED MINIMUM YARNES INSTALLATIONS WZ M HV BLADE & HV CENTERMATES (�j) -1 2.o6o"Max. V.1 1/27.GA)35'THICK Min..ASTM A-653 GRADE 40 1 INTO METAL STUD WALLS :E Mi G-60 GALV.STEEL METAL STUDS AT 16' ------ 511 O.C. 114"o NOMINAL O.C.OC C? 1,1 38 GENERAL LIMITATIONS ANQ CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHA ACCORDION SHUTTER 6063-75 ALLOY 41 12 1 Min 'n SYSTEM INSTALLATION TO METAL STUD WALLS 3.000 LREQUIRED MINIMUM SEPARATION TO GLASS SCHEDULE 1 3/4%6 1 STEEL TRACK THICK Mi. 430 a O.C.1� CONT GALV. 1 TRACK KANNEL.I max. ASTIA'A-653 GRADE 40 kl(nC G-50 1 a 6-0 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 p.s.f. GALVANIZED FASTENED TO STUDS M=N T- W1(2)J6.1/2 TEK SCREWS ON AS APPLICABLE S 'C'/�EXISTING FINISH z< INTERIOR&EXTERIOR FACE of 2. MAX. SHUTTER SPAN: 84" EP43c LENGTH + t' MIN.SEPARATION TO GLASS EXISTING CLASS TO GLASS .3. ALLOWED MOUNTING: MS ON THIS SHEET, (jqo 114"O-20X3" BOLT (SEE SCHEDULE) 43 ' MUST PENETRATE(��) I" (TMP') 4. ONLY§ENTERMATE 21 W/(24 HV LOCK ARE ALLOWED EXISTING FINISH A SYMMETRICAL LAYOUT. It 21 ARRA GED AS APPLICABLE .373�� REQUIRED MINIMUM 1 0 (2) LONG, MINIMUM) MUST ALWAYS BE _OSO' 6 1/4'.0435'THICK .250 - - - I I'd '*0 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF t w— NT.GALA STEEL TRACK CHANNEL. 4.50 --(9� I I CENTERMATE. T— ASIM A-653 GRADE 40)Ain.G-80 6.D.C. GALYAMZED FASTENED TO STUD! yyy W1 2)16.1/2'TEK SCR 12'TEK SCR 8 , 1/4"0-20 THREADS INTERIOR&EXTERIOR FACE: Min. DETAIL HVF IS VALID ALSO FOR I 43C 7LCO CONSTRUCTION 1/2- K12 1)APPLICATION WITH BLADE PRODUCTS FAR-LOK HD - lot I -------- Ut-REQUIRED MINIMUM J�-- -- 43b COMPONENTS /6'x 1 1/2'x 0.035"T VIES 0 61, D.C. Mi..ASTM A-651 GRADE 40 2 Max. Min,G-60 GALV. E WALL HEADERISILL INSTALLATION EXISTING FINISH AS AP UCA13LE SCALE: 3/8"- 1" METAL _ITS ---- �(Tyr P TOP&BOTTOM) I 3/4"x 6 1/4"x 0.035'THICK In. 7EXISTING GLASS CONT GALV.STEEL TRACK CHANNEL, ASIA A-653 GRADE 40 Mi..C-60 SYMMETRYCAL GALVANIZED FASTENED TO STUDS W/(2)j6x1/2-TEK SCREWS ON YMMETRYCAL MIN. SEPARATION VARIES INTERIOR&EXTERIOR FACE CENTERMATES WZ 1 CENTERMATES W1 I i TO GLASS 2- (SEE SCHEDULE) Max. I I EXTERIOR ACCESS SIDE INTFpinP Arrp�S SIDE ----------- ------- ---- --------- 6.(TYP.) NIL SEPARATIGN TO GLASS g7 ...ON 1111GLAS1 IN (r ,, W/INSIDE I=(SIX S%W4 Lf.h.y\'.fj c4 sce LOCK(ss EOITDAE) ---- ------------- ------------ 7 ------- ------- ---------- 2,� —------------- - ------ -- -- -- -------------- ------- -- -- ------ - - ---------- ---------- —-------I I I r 2)42 21 @21 .- 21 21 LOCATED AT 12 z----------- --------- ..... ------ HV HEADER/SILL ENDS VIEW Y 3 (15"Min.) 4 SIDE CONNECTION TO TRACK 12 J,--3 1/4'(Typ-)—!6 1/2"(Typ.) —7" 1 1-7"-U 6 1/2"MAX. SLACK **—' (Cont.) �[VA BLADE SLACK DETAIL HVF hv--c FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 2017 EASTERN METAL SUPPLY,INC. BERTHA HV TM § Accordion Shutter System 7 71-3VC 0 7 c� Kv. MADE#1 W1 OR W/O H.V.WINDOW BLADE A.S.S.Aw American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. M.L. Association, Inc. I OLD 15-080 38/02/17 DATE. 08/02/17 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.361h.St,Ste.30.vTRGahA GARDENS,FLORIDA 331 Of 4268 West Roads Dive 2 1 5 Phone:(305)671-1530.Fox:(305)671-1531 DRAWING No CIA, --LutiXv....1\1.111 West Patm Beach, FL 33407 5 ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 �4 17-122 WALTER A.TILUT Jr.P.E. 5 SHEET RC/DATE FLORIDA LT..8 44167 6 20 OF 20