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Home My WebLink AboutProduct Approval 1/28/2019 Florida Building Code Online 1J9�:�?-4i�'IIr 3 fi d(11� � BCIS Home i Log I6 I User Registration_i Hot Topics Submit Surcharge ; Stats&Facts Publications Contact Us ��BCIS Site Map Links Search r, 5 Product Approval z- USER: Public User Product�Eo Approval Menu>Product or Applicatlon Search>Application List>Application Detail iL!! % { FL# FL1850-R11 t .� Y - Application Type Revision Code Version 2017 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@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received P PY Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. p-0 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 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://flofidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%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 I Description 1850.1 Bertha HV Accordion-Blade 3 1 Extruded aluminum blades folded together thru knuckles and j a (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. i 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 j DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes I 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 1850.2• Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max. span is 13'-2"for 30 psf Created by Independent Third Party:Yes Ili positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports f ASD load for HV1 blade w/o window blade for conditions FL1850 R11 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 i i spans and pressures. 11850.3 a HV Accordion Shutter e Extruded aluminum interlocking blades retained by tracks(top 4 1 Only(HVHZ)-Drwg#17-122 �� and bottom)for storm protection Limits of Use Installation Instructions Approved for usin FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC,INC i 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 j Other:Large missile level"D". Max. span is 16'-0"and 14'-9" Evaluation Reports j for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC i locking rod configuration for the HVi blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF i psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HVSA working in unison. See sheets 7, 11,20 and 19 I respectively of installation drawings for other spans and j pressures. j i-1aClt N@XL 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 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 determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuiiding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs9%2f°/a2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 213 I L 1E WALTER A.TILLIT,JR.,P.E. tilteco@aoI.coin FL P.E.Licence No.44167 , EVALUATION p FL E.B.License No.0006719 PRODUCT � p REPORT NO.., 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha N.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tlllit, Jr., P.F. (System i ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems i Association, Inc. (A.S.S.A.), based on Rade Chapter No. 81(a20-3, 16lethod 1 d of the Florida Department of Business and Professional Regulation. � This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. i 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), tib W'.BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/Inn Al\,, dow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, t ¢.and- � �� Walter j A.Tillit, Jr., P.E.;dated 08/02/17.This drawing is afi integi is luation j Report. 0, �• E 44167 6 f • Y 1. 6355N.W.36th Street, - •• _ N 5 ,Suite 305,Miami,Florida 33166 Phone: (30� �� t�ax: (305) 871 1531 ^/oN9JeBfn III . j I i i PRODUCT FVALUATION REPORT NO.17-0302 01 2 2.2.TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report#0317.02- 06, dated 05/23106 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 per ASTM E 8. Report:No. 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 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 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 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 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015. odIN x/07, signed and sealed by Joseph LaboraDoldan P.E. ®®4'�,� 3 } Tensile test as per QC metallurgical Report §SM� # �21, 2008 signed and sealed by Frank E. Grate P.E. as Rbr ASTM -8. N0. 4416 .q t A/Al.. .r,.� a rr" rr' PRODUCT EVALUATION REPORT NO.17-0802.01 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.STRUCTURAL{ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design Wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And per ASTM E-1886 and E-1996 (for Blade 1A). 4. MND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing #t= 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: 'ION: 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 andfor 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.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on sh� � �9of 20 of drawing # 17-122. �,�V OV A k � 7 - a . 1 PRODUCT EVALUATION REPORT NO.97-0802.01 4 6. MATE AL CHARACTERISTCS AND SPECIRCAMNS: 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. LIMITATIONS AND CONUTIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 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. Tililt, Jr., P.E. (Florida License No.44157), President of`l•ilteco, Inc. (Florida Ela-0046719). &HO7 M GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN OII THIS PRODUCT EVALUATION DOCUMENT(P.EO,)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE YiDH THE 2017(6th EDITION) �} ff�� CONTENTS OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE U� ONTENTS DEESIG14 WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENRONEO CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) - DESIGN PRESSURE RATINGS INDICATED ON SHEETS TI THRU 15. 19&20. AREA 1: HV BLADES(1) & �1A 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 WV/MAX-(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS I-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS tMT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS •21-37 SHEET 3 N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE PAPACT LOAD HAS BEEN VERIFIED IFI ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE(11#0214.01-03,#0715.01-03,#1004.01-05.11214.01-05,#0317.02-06.#0609.01-10 AND#0210.41-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS n-�iY-�.w BLADE � &#1220.01-10 AS PER TAS 201•TAB 202&TAS 203 PROTOCOLS LARGE MISSILE, AREA 2: EIV BLADEAND WINDOW tlfV -HV WINDOW BLADE VS/#0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL ,(WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE(I)AND HV WINDOW BLADE m ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. -INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS H4 SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FIV MARKINO 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 6D63-T6 ALLOY t5 31.7 Iasi AND 35.7 ksi END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 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 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIS1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE lO : 12,13,14,14A,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 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 CONNEC17ON DETAILS 7-12 &X, WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, AREA 3• W WINDOW BLADE A ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,!MUST PROPERLY CLOSE ALL HV TYPICAL SHUTTER ELEVATION SHEET 19 AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO 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 SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4• HV 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 WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.A..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SRE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL OBTAIN PERMITS IN ONLY BE STATE USED TO FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC 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 R. 71,----, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) y1t �` .•�`r ENS . �� ©2017 EASTERN METAL SUPPLY, INC. `I --- BERTHA•W111 A.S.S.A. 11 L�E C Q ANG Accordion Shutter System H.V. RADE#1 W1 OR W/O H.V. W14DOW BLADE American Shutter Systems REV.Nc DESCRIPTION DATE DRAWN BY: M.L , � ING & ENGINEERING COMPANY 'sTILLIT TEST t, Association. Inc. 1 OLD 15-D80 s/Oz/n DATE; 08/02/17 6393 RAI,361h.St.,Ste.305.MINIM GARDENS,FLORUA 33HR 4268 West Roads Drive 2 '_� `,,, _•P"1`x i Ph-:(305)871-1530.I-:(305)971-1531 DRAWING No e-mail:lilteco®aol.com West Palm Beach, FL 33407 3 ^.s/a1�A� . EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 vrALTER A nuN Jr.P E I.EjSEALtS`IGNATURE/DATE FLORIDA Lie.#44167 51H EET OF 20 -3*.FOR""NDO.9 z(9) 5S , VARIES 1.491 t c 1.918" 'x 7200, M ; D.) Mo. L 4.385" 4.85 C1 1;HV .31V i�*� _ER [6-bL.4-) 5� 90-71 18.0'--STARTER L C 3 V UNIVE SAI FI QAT;7R C - - QUALIFIED AOR USE W/ OVER D ON ER U E T 45 1 QUALIFIED FOR USE W/ HV BLADE 10 041,H V-0 1 R E CT_0_UN T' HV BLADE Q) I n W 01 Anr* 6005-TS ALLOY AND TEMPER -5UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMLIMITATIONS OF USE OF BLADE g ON SHEET 19 6063-TS ABLADE G)LLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3.226' a. I (Tm) 2.670' 3.556 .670' 2.226' 072 Id 842' q 4.897* o -.15- 2.'092' .6 4.436' .�L --ADAPT _WAIP 25. `7 -HV--AD ER Q. 1.2-72, FOR-USE-W/ HV_ V WALK-OVER--TRACK 920 TRACK BLADE 10 QUALIFIED FOR USE W/ HV [RACKHV TRENCH I-I t!!L5L 3.750 6063-T6 ALLOY AND TEMPER BLADE 61) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY 4)1b TEMPER BLADE(DONLY. EO HV RAINGUARD BLADE( I 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND M R .9 6. QUALIFIED FOR U5� W/ HV 1. 1.915* BLADE�V ox. VARIES 1.936" 6063-T6 ALLOY AND TEMPER a.' Aq21 083* .083' OB3' 053 r 09` , ': ' .12 jOu" =3 frn klim DO p93, .060 .060 .093, 670 IS .060" OOD, 670 1.686* 5�,"' VIN IS 7_0j 3.520` ! 13711 44�11 HY CE LING HEADERC12,__HT_HEADER_/SILL'1 ri) HD CEILING HEADERISIL 1529 QUALIFIED'ffR_G!fCW )�iV BLADEtj)UNLY CAL I EU.-I ONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE cl) C14) HD WALL HEADER SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENTI A I B TI I T2 X Y op 2- 15-MAX. 1/8- 2- 2- 10.1 5- i . '. 3- 10.090- (1__8 1 2' 15"MAX. 0.192" 0.192" (i_61-SIDE 60�Clihff FOR"USE ANGLESW/ HV -ALUMINOW-_ANGLES' C19) 2.5" 7"MAX- 0.190" 0.190, f:20 CORNER )STS BLADE(1) QUALIFIED FO USE W/ HV - QUALIFIED FOR USE %V/ HV 6063-16 ALLOY AND TEMPER BLADE ONLY- Z- 5-MAX. 0.139- 0.131- BLADE(D 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. CBERTHA HW, Accordion Shutter System ECOIIN, A.S.S.A. H.Y. BLADE#1 W1 OR W/O H.V. W!,WK MADE American Shutter Systems REV.N- DESCRIPTION DATE JORAWN ff�- M-L TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 15-080 DS/02/17i DATE 08102/17 S JE OF ; 6335 ATE A St,Ste.305,Mr�M W0045.FLORID&3316 4268 W.st Road. Drive Ph (305)871-1530.Fax;(305)871-1531 2 West Palm Beach, FL 33407 DRAVtItdG to E-CO06719 Phone: (800),;32-2204 Fax: (561)209-8380 . . ............ NX 3-- 17- Z-,' I WALTER k nLLrr Jr.P.E. WE, TPROMTE FLORIDA Uc,1 44167 2 SHEET OF 20 41660" 24 �• 5 4'-26tiJ' THREAD0 I-HO CAST 4.576" ,755' 2.293" 0.334' T HFAO THREADED HOUSING ENAMEL 1f4'-20 2.293' 745 o I —•�I J .S.M.S. t?AKEp PAINTED 1HRFApEO SUE cASr �3_--17 / TYP•) o I HOUSING ENAMEL &°.J I Fi I (�1y o p ry �9 - a_q LINKED PNNfED I joi i ^_ m�rpNil o, p 03 P"ti `r » :ESS .062' n t n 0 I I �G.•i� "•� 0 8�7H' ^� c1.325• i "� "� o' 06/ 1 i o .318. 5 1 - 02,y '^"• i 6.SS4' BRASS GYDNDER BR.U"5 Qt.i 4M t 0 FSA &KEYS(CHROME (CHROME PLATED) ;21'"yY-GEfITERh1ATE: 4 c PLATED) - �� FLOATING1.325' QUALIFIED FOR USE W/ HV BLADE& 10A„ ONLY LlF1 V CE ER 6063-T6 ALLOY AND TEMPER QUAMI EO FOR USE W/ HV BLADE t & ONLY _r,Q,}✓- 3.023+ I 75' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 231-.HV-COR ER-CENTERMATE BLADE CJi & ( ONLY. BLADE 1Q& 03 ONLY. S17592 00ALIFIED FOR USE W/ HV BLADE(I)ONLY 2 0• D. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD '' " MOLDEDi -1 SCREW ER RNEIING e 5' w,Os1/4"--20 x 3j4NETtNc p� S.S. T UMBSCR /4"0-20 RIVNUT* ALUMINUM(2024-T3 ALLOY)LARGE FLANGETHIN S NUTS }L 0820,AS MANUFACTURED Or AVDEL PIAN - FRONT EL AnON �' AlE "T" LOCK CE MATE L— 4.566 CHERRY TEKTORN,P T' NY,NEW JERSEY 07054 OR EQUAL, 27 C OR "T" CK CE MATE ALtFtED FOR USE W/ HV BLADES Y (2� HV ALE "T" LOCKCEN H " " LO L� NV ALTERN L 6063-T6 ALLOY AND TEMPER ALIFIED FOR USE W HY BLADE 1 ONL QUALIFIED USE QUALIFIED FOR USE W QUA IED FOR USE W/ HV BLADE QONLY / W/ DE(1 ONLY. BLADE I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1.917 t.9t7- X755' 1.1 n 3.161 I m p l ...1• A63' ( i a + 4 I I UIUBNRN 063' •;- 3t OR .21 -1 .0 14• ° 6•ay KEY CYLINDER -� to ( �`.••� Sas' 0.875'Min. ml ry m i .125"Maz. 31 CEN MATE W�NO LO NG OD CEN E ATE W OC i G UALIFIED FOR USE W/ HV BLADE)&(t Ay V QUALIFIED FOR USE W/ HV BLADE t & 1 �� EDI ta 6063-T6 ALLOY AND TEMPER G HD ENTER T 'S SERT 1 o vARFs, t2 An . QUALI D FOR USE WJ W BLAE) �& r Ja.a-2o ss.OR 3Ja-°-1s 1.130' 6063-T6 ALLOY AND TEMPER � t THUMBIURN ACETAL THUN95CREW6. I ti J2 I CYLINDER (SEE DETAILS) }}I I OR KEY —"" -C___�t15' iovv�l� f 1.87 Min. CYLINDER 8f C�!_LOCKING ROD-� m' _375 0- 1�^° LOCK QUALIFIED FOR USE W/ HV BLADE 38}=HV 318"0-16 ACETAL (371 HV 1J4" td-20 AISI 304 BY REG HARDWARE MORTISE LOCKS SERIES 2333 H00 BOLT-LOCK----- 6063-T6 OLT-LOCK..__- _«_ 6063-T6 ALLOY AND TEMPER (THUMBSCREWS %TRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE & (i� LS S INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W HV BLADEQ) / QUA FOR ��7E��J/ HV BLADE / D ILLED AT TRACKS FOR PROPER EMBEDMENT FJ + ii FLORIDA $UILDING CODE (High Velocity Hurricane Zone) . '• L C5J 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM t L E C O N A,,S.A.S.S.A. .A,� Accordion Shutter System KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE ' 7 I TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.XO DESCRIPTION DATE PRAWN BY: M.L. GARDENS,FLORIDAN.W.36th.s 6755 t..Ste.305.VIRGINIA 3318 ASSOCiGtiOn, Inc. , OLD is-080 f02Jt7 DATE: OB)02J27 C: Co. 4268 West Roods Drive 2 phona:(305)871-1530.Fax:(30.5)877-I531 �;'•.•• WR 10 :'l\ ,� � L —.6%—.6%tBteaaDoo. West PGim Beach, fl 33407 3 DRAWING No �+ •+••'•6111 EB-GOO Phone: (800)432-2204 Fag: (561)200-8380 4 17-122 WALTER A. purr 3r.P.E. SHEET FCErS ,ggNATt0/DATE FLORIDA Ua.Ip aa:67 6 3 OF 24 i SHLIT'T,�SSEMBLY SCHEDULE FOR HV 10. EV 3/8 12-MIN..LEARANCE -0625' 40 j-38TO BLADE EDGE 1A .1875" (D HV 13LADE I HV BLADE 1A HV WINDOW BLADE .06�25 Rion 0625J 0625" BLADE'S .1875' HV LONG RECESSED NYLUUSHING KNUCKLE .06 - (TYP) Ok62 39 HV SHORT RECESSED NYLON BUS RI.7 Do 40 F., HV NYLON HAT WASHER OR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES .4*:-0 r-, 02 750, x 0.870'x3/16"THICK NYLON WHEEL. 7 8 Hv Dow rz r 2 /-MIN' CLEAR 0.188'0 AISI 302 SERIES S.S. RIVETS 315'0 SEPARATION I 03.00 BETWEEN .0625"AL - -03.7500" - SLASEN -t CENTERS ��06 1 HV 1 3/4- ACCORDION PIN W/ #8 HEAD EXTERIOR OPENINGS S I ON C TER J500' HV 2 .3/4" ACCORDION PIN W/ #8 HEAD 41 flj� 47 2 1/4-� Frtmm fian POLYCARBONATE IMPACT RESISTANT HV WINDOW I TYPICAL HV WINDOW BLADE AND 3 POLYCARBONATE HV WINDOW DETAIL (DOR (4 VEENOTE F01 Do.IREME.TS)1 (DOR (g POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROL014 3103 POLYCARBONATE CE RESINS, UV-STABILIZED GRADE OR SABIC EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO IILADE,S10117TOM INNOVATIVE PLASTIC LEXAN 103 RESIN "F" ON SHEET 19). By 1 0 (SEE NOTE 0 (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR 38 POLYCARBONATE SOURCES FOR(9 E RIOR HV @ BLADE. TYPICAL S UTTER AS E 'e"FOCABLI: RES TYPICAL FRopoTnes MMARD AT N.T.S. HV PIN @ OR I?AT E. . R (2) HV PIN @ MAY BE USED IN LIEU OF E) AND ONLY BLADE'S KNUCKLE. EXTERIOR B0170M KNUCKLES OF W ACCORDION SYSTEM W1 HV(j) 00.324", 1 TOM sm� ASe,M2 0-3 0-3 thta 11 3 (SEE NOTE *FOR_ BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. . t 1 REOUIREMENTS) .04 II TENSILE STRV:M ASTt,D"S 0.500 p.sL 0,500 p..1 CR`� Typ. FLEXURAL Ste AT YFID ASTM 0790 12.50D p..J. 13,400 p.,J. (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER �� Ste MODMUS SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ASM 0790 340.ODO ." 345,=p.,.L ASIV 0256 18 -Ib/h 17 F`-Ib/;A SHEET MEL CARRIAGE DETAIL SMOKE DMIlY AS D2843 47F72 64.5 X W ASSEMBLY LAYOUT RATE OF BURNING C-1 S C-I CLASS SEU`ICtIMON ASIA,019100 980'F WrAMERTN z ASTM 0155 TENSU mow-Di AMR effikTtim-. Am 638 A' (V—) HV BLADE SOLID & rA HV WINDOW BLADE DETAILS TENSILE STRESS SEFORE FEATHERING ASTM 638 846 1.1. :13810 pp..J. FLORIDA BUILDING CODE (High Velocity •Ficane Zone) It (9)2017 EASTERN mErAL SUPP01,14C. ..........E N v BERTHA MTM A Accordion Shutter System ML E BLADE 7r�qo AS.S,A H.V. RACE#1 W/OR W/O H.V. WINDOW TILUT TESTING & ENGINEERING American Shutter Systems REV.No DESCRIPTION =VA DRA M.L. Association, Inc. I OLD 15-080 8/02/17 COMPANY E " - DATE: 0 6355 Mt..361h.St..Ste.305.WRMIM CAROMS,FLORIDA 3316- 3R/02 17f 4268 Vle.t Roads Drive Ph...-(305)671-153 .Fn::(,305)871-1531 -2 .. . .......... —.11 til" Wes(PcIrn Beach, FL 33407 DRAWING No '- (9. Phone: (800)432-2204 . Fo.: (561)209-8380 --6/0AIM,5� WALTER X TILUT Jr.P.E. 4 17 122 P.E.;i56IGNATU9t%ATE FLORIDA Uc.f 44167 5 SHEET 4 OF 20 GI w *NOTES' ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION!te ONE HV LOCK ''or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ��' r-fl•73) �'..`'. OR 12"ABOVE OR B OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS6T ANY A 8 C G C cal. 9) � M N s 7 u � �''��'°^�'�' ELEVATION. NV LOCK or I�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q1 OR t` . { 'F?,m, ,�'l�.G'A•, CENTERIMTES W/(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON >? ( 1 `L3^Li 4..:J 'L�•' TYPICAL SHti1TER ELEVATION. 2. DNDTTON 12 RY CONDITION #1 MUD QNLY FOR i I F 00 EILING INSTALLATIONS.ATIONS. TWO HV LOCKS 4 OROR ONE HV LOCK _�9 OR W/ TWO CG«C4Ja S LOCKING RODS AT TOP & BOTTOM SHALL BE USED F R ANY SPAN AND INS ALLAH A7 ANY ELEVATION. 1)aa@ yD HV LOCK 1234 OR @ SHALL BE ATTACHED TO 0 OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCKILOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL v , V SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. ve-I{Ve 1 f v 3. OPRQ4&gONnMON[f: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS(0 ,V OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES \ ° Q4 oRc4, OR�SHALL BE AS INDICATED ON NOTE(1)ABOVE .0 1[5'9R aR JoR�� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITION n n LY WHEN MANPMRY CONDITION J1 OR LIMITED MANDATORY CONDITION I� USE W O H.�• LOGKGI: LOCKING RODS ARE NOT REQUIRED AT J�IURRICANE POSITION, BUT MAY a BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS g OR AN ALTERNATIVE DEVICE offi4• MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Noe_ Nvc i � 5. MANDATORY CONDITION/2: ONE HV LOCK f 'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I,oxAND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 3 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1s> ffiEx ffi„3�5,$ ATTACHED TO @ CORNER CENTERMA7E W/(2) 1/41-20 x 1/2' LANG FLAT HELD S.S. M.S. TWO LOCKING RODS(331 BS6o: o� AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, I Q ' f ( zy H MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. p- kq NOD-NVD (I 6, OR 2:ONE ALTERNATE HV LOCK 0 MAY BE USED IN LEU OF HV LOCK Q.�y or FOR ANY SPAN AND INSTA TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY$E USED AS AN NSIDE OR OUTSIDE LOCK.RT7ACHbtENT ri I 1j4"0-2Qx3j4"S.S.THUM$SCREVt TO 2�OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. R”' AS SHOWN ON SECTION HIVE. SHEET 6. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR 7W0 LOCKS AT '/'0", /3 OF SHUTTER SPAN. 1 1 LA7-MANDATORY CONDITION f3 FOR KEYSTONE MOUNTINGINSTALLATIONS, ONE HV LOCK¢ or 2f or §SHALL BE SEE END _ x 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 AT ANY ELEVATION. HV LOCK Q or�or @ MAY BE USED AS AN INSIDE OR DETAILS ON SHEETS 10 D F E N t J K t N P a R v W z OUTSIDE LOCK,ATTACHED TO ort@ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. 18 IYP. FULLL M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/(9 n HEIGHT. OF CORNER OR CA TOP AND BOTTOM IS COMPLETELY MANDATORY. UNIRAITM fnpTN �^-� CENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES: 12 e,C4,- an• cR 10'+UI J�� 1. SECOND&MMNLTE TO MANDATORY CONDITION 81 VALID 10 ONLY FOR F{y Y LOCK( AND CENTERMATES R_AND ONE ALTERNATE W'T"LOCK 6Q MAY BE INST LLED IN UEU OF HV LOCKS(a OR¢^'S FOR ANY SPAN AND 10•15 OR 17•13 a"(D•1�ae INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK��_TAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � �y (�'� OF LOCK(SO INCLUDES USING REINFORCING LOCKER(g/,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE L +07 `©°RL1F/0�•C- CONNECTED TO CENTERMATES R AND C9 W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8.0 x 3/32' L' -�°'LJ'�� WINGNUT OR W/ 1/4'0-20x1' S.S,M.S. INTO A i/4"0x 5/8"RNNUT,LOCK MAY BE INSTALLED AT MtDSPAN OR 12" 'J`1J0.9�9-9-@..(19J,.CS✓-09 91 '�9 *NOTES ON HD LOCKS & CENTERMATES: 1• (�' : ONE ALTERNATE HD LOCK� MAYBE USED IN LIEU OF TYPICAL �} MV BLADE SHUTTER ELEVATION HV LOCKS 4 4R(25)FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK i4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTgCHMEM OF HD LOCK®TO IS W/3#3 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT CSJ3 AS SHOWN ON SECTIONS HDB-HV8 AND DC-HVC,SHEET 10.LOCK MAY BE 114STALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS CS TS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High Velocity urricane one) 1111++��'" "Z" /j•= ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM !L��cq A.S.SI.A. Accordion Shutter System KV. MAX#1 W/OR W/O KV. WINDOW MADE American Shutter Systems REV.N. DESCRIPTION 15 DRAWN SY: M.L. JD C TICCIT TESTING & ENGINEERING COMPANY /C' QF , •• \s 6355 N.W.361h.5L.Ste.305.MRGItM CAROaiS,FiOWRA 3316 Association, Inc. I OLD 18-080 GATE: 08/02/17 '.• ' 1 4268 West Roads Drive 1 Phone:(305)871-1570.Fox:(JOJ)871-1831 1 `."s� ..... w` �� 1 a- 3:tilt... *..I om West Palm Beach, FL 33407 3 DRAWING No /()NAL `} t,t EB-0008719 Phone: (800)432-2204 . Fax: (581)209-8380 17-122 1• WALTER A TILLR Jr.P.E. P.E�MSEAL7'ST6NA( E'/'DATE FLORIDA Uo.#44167 5 SHEET 6 OF 20 it POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE- -7E—\ CONCRETE ANCHORS REQUIRED FI/4"0-20.3/4"S.S. CONCRETE REZAK. CONCRETE ANCHORS MACHINE SCREWS REQUIRED -qSEE SCHEDULE ON i (SEE SCHEDULES ON VI/ 1/4'-20 CONCRETE ANCHORS \ SHEEP 13) NUTS 0 12,O.C. (SEE SCHEDULE ON SHEET 13) 11. SHEETS 13 14A) n. 1/4"0-2 x %Z3 MI. F JE MACHINE SCR ----- 2`TR r14 3/4'S.& Min ------ 17 OR @F- ED ED 4--20 NUTS O.C. USING I/ �V.250-M., OR E. 0. 15 E. ��250'M.. E.,1).* .250, N;I D OPTIONAL OPTIONAL MM SEPARATION MIN,SEPARATION TO GLASS(SEE il SCHEDULE ON SHEET "�-#11 FOR BI1 AND7—(SEE SCHEDULE ON TO GLASS !---DOR (9* E)OSTING EXISTING ON SHEET 19 FOR MIN.SEPARATION SHEET li) MADE.5(D& TO GLASS ON GLASS CLASS—' LU ''—{SEE SCHEDULE "ISTING SHEET 11) HV WALL HEADER INSTALLATION '"_I B) `WALL HEADER INSTALLATION EXISTING v EXISTING GLAS MIN.SEPARATION EXISTING (SEE TO GLASS GLASS---; IM SEPARATION TO G1ASS(SEE ---4DOR N SCHEDULE ON GLAS SCHEDULE 0 SHEET 11) MIN.SEPARATION 10I.FWDE BLADES UI FOR (SEE TSOCHOELDAUSLSE ON— I&VA SHEET I OPTIONAL pi c hili .Ili' Ipp J- E. D.* W, .I------ Max. ! OPTIONAL @ OR @ 111 11' E. D.* L 19 LED E '1/2- n13 OR ED 1/4-0-20.3/4*S.S. 1/4'0-20.3/4"S.S.PHILLIPS —@OR 104 —------ 17 OR18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ------ L EOt JQ PHILUPS TRUSS HEAD CONCRETE ANCHORS 1/4�20 NUTS 0 12!i (SEE SCHEDULES ON W/ 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13& 14A) POURED CONCRETE SHEETS 13& 14A) CRUCONCRETE BLOCK OR CONCRETE BLOCK ---' I -- �N-RETE ANCHORS REQUIRE' (—FIHV WALL SILL INSTALLATION WALL REQUIRED ��:-HV--WAIJ:—SILL-INSTALLATION"- I I (SEE SCHEDULES ON POURED CONCRETE—/ SHEETS 13* 14A) OR CONCRETE BLOCK WALL REQUIRED -HV-WALL--SILL INSTALLATION NOTE FOR COMBINATION OF SEOCNS; INS ALLAT ION DETAILS E.D. - EDGE DISTANCE I-SEE SHEET 4 FOR TYPICAL SHUTTER ASEMBLY (SEE SPECIFICATIONS ON SHEET 13) 2-SMOUNTING I BLADE CA ON SHEET 19 IN ANY WAY TO SUIT SECTIONS CAN BE COMBINED NED SEE LIMITATIONS OF USE FOR 10 HV BLADE NY INSTALLATION. , -, , , � � � I I � � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) '174 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM L E Accordion Shutter System j ov ` c o A.S.S.A. H.V. BLADE#1 W/OR W/o RV.WINDOW 131-ADE p /T LIT American Shutter Systems RENkN. DESCRIPTION DATE DRAviN By- M.C. STATE of TIL TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 38/02/17 RATE-- 08102117 6355 101.361h.SI.,Sk.105,MR014A GARCENS,FLOAVA 3316E AL* Phone:(305)871-1-530.Fax:(305)871-1531 4268 West R`Ods Drive 2 'UH 110 Vk &�,l —2,,Vitec0000l.com West Palm Beach. FL 33407 DRAWING No it EB-0006779 9 Phone; (800)432-2204 . Fc.: (561)209-8350 4 17-122 Z, VON WALTER IT Jr.P.E. 5 'VAUJRHEET I�ZS Mfplb 11;11;� FLORIDAFLORiDAAL:,n.LL#44167 6 8 OF 20 11 POURED CONCRETE ANCHORS I SEPA4A11k1 r! ." lot OR U 1CONCRETE- r--(SEE SCHEDULE ON SHEET 13) '''{ TO pASs(mss- "' 9 r'--""—' ') TE \ Ir: mvi rn i rC•IEDGE OF tt ax+L1ALE t Ab 1 TOGLASSIF O1 9-T..FF 19 { 1 {Scc soUD�AE a+ '�(� i , Mw.SEPAM70NCABLE EXIGLA35 ' �� '3` ;jS� EXISTING ; i' wCLl�• I'($EE$GHEpUIEALTERNATE ''li' '', x3j4'HEX GLASS 'r i SNE.T 1s) [ -E4= •E ANCHOR WASHER HEAD PK LOCATION TEK SCREWS 0 11 OR i3IIR 5 S 3/84 MM. ]2'O.C. i 1 ifi IXI G j. iti' / 1 3/8'MIN. CONCRETE ANCHORS G S ' ! ' R 1 r jr- 7 1 •— (SEE SCHEDULE ON I i i �"! SHEET 13) EO EQ - "•-� EDGE OF I 31, t LAB IF XISTING i '}�, EDGE OF-- - }r � PLIC B APPLICABLE GLASS— iI` SLAB IF I 1/2' -i". EDGE OF R 04 APPLICABLE F O; EZ.-- - APPLICABLE � � ` - APPlLG18lE /'41Eq 1 s E1IIA�DE(21M4 ,;) . ;1 �♦ POURED-/ .� POURED r + —E.D.R I 1. ROM:, 1s/OR J OR @1 CONCRETE --•-� CONCRETE) POURED a1A�E5(OM:, i� � REQUIRED E.D.• D•* REQUIRED FIAT HEAD CONCRETE ANCHORS CONCRETE) FIAT HEADCONCRETEANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) ('tG H1/:CEtEING INSTLiCLA1iOtV= FiV�FLOOR�)NSTALLATiON_fi �( ,.HV WALK-OVER_'INSTALLATiON 11 TRENCH INSTALLATION �._... "" VALID ONLY FOR UP TO+70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4,SHEET 11 ' uv.BPAItxp N r rh 1 I (S E H U S N To cuss '; E Isn Gu 55-j MIN.SEPARATION ' SHEETS 14& 14A) tt EXISTINGT EXISTING i TO GLASS '' r, EXISTING 1, GLASS-•I Mm.sEPARAnON 1 CLASS r D �? {SEE SCHEDULE ON '�,•1 GLASS--� MIN.SEPARATION �0 !iIi! i SHEET 11) TO CLASS ) 1—.—__—.(5[E 6CSEo0 jS I I I 2 4 F1W eUIIDE7•'TAPOON W 6N SNEFr 11 ;i _ "-(SEE SCHEDULE 0f1 ` JJNA'iCEO THREADFOFAt O 1 I' 1/4 SHEEP 11) / I i lOUXY OR 1/4'0 POLEAS 1/4" MAX. 1 r�' rl F TAPPER+ANCHORS 1Y/ I i w +i, i i i t J 1 4'MRL.adP;-DMENT a 6' MAX. 13 OR 1$ I E. D.* iti '1 R' 10x3/4"HEX 4 / t O.C.F R UP TO 6'-0'$PPN my 11r 1 'i -T• R' MIN. R EK ER HEAD SCREWS E.D- / 4'0. FOR B*-!PACER TW.v _.,• 1 R I i 6'-0 UP SPANS LARGER MAX APPLY jfT4x3/4' HEX HEAD (, r T1 0 12"O.C. " I;Ii� OTP.1 ATto¢ttou5HEET�iOi 1/2' SCREWS 0 9'O.C. b _ -- ��' 7dx3 4"5.P.5. ] 3/8" ° t1 F OSA1TnnOrr5)' 3j8 OR 1/4b-20 S.S.M.S. i CONCRETE ANCHORS 1 2 -'_ $ 7 3/8 @ 9"0.C. t _ I I I 1/a I i SCO •-^• '/ !tA%. I (SEE SCHEDULE ON / ( I �� Y//NUT®B'O.C. j SHEET 14) n 1 I,.r• 1/2 '-____ Max, •I t _ 17 oR 18 � 11, 17 R 18 1J4'e-20x3/4.55 AIS (1 ;i \ \\ �f14z3/4"F.H.S.D.S. I I - -0 12 1/4'P-20 tA,05 '/B.�- -•,—({- () ` ` Q -Y��0 B"O.C'13(b) I' '�+ .. a sz'D.C. •=s" / / 4 --CONCRETE ANCHORS SEE NOTE 13 b , WLL TR NON CRATIuRALE --•-----E.D. POURED CONCRETE---' (SEE SCHEDULES ON ON SHEET T SEE NOTE 13 b '� ' f 2.00-MIN. '-WALL 1Ri1.1(DECORATIVE OR CONCRETE BLOCK SHEETS 13& 14A) POURED CONCRETE-1 ON SHEET i O i•' E.D. StW EDGE OF ED OR CONCRETE BLOCK POURED CONCRETE OPTIONAL POURED SLAV IF CK HV lNALL FLOOR IN TA�LATION REQUIRED —POURED CONCRETE APPLICABLE ' REQtnRAIRED C"'HV"-WALL WALK=OVER-IN5TALLATION ' 'J HV NGUARD INSTALLATION # Ml KEYSTONE MOUNTING INSTALLATION MAx1MUM AS.D.DESIGN PRESSURE:+64.-72 PO + MAXIMUM SNURER SPAN 8'-0' I'I'M O FnR[•n aRNATtbN Of SECTIQYS: E D..EDGE DISTANCE I THIS INSTALLATION SHALL BEREMOVABLE WHEN PERFORMEDSEE ULAIS'AO NS OF USE FOR1NSTALLATI0N DETAiLS W '� HV BLADE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICADI ON SHEET 13) ADJACENTTD AN OPERABLE E%iTBLADE iA ON SHEET t9 iASSEMBLY OR ENTRANCE 2- NY WA CTSECTIONS CAN BE COMBINED I i FLORIDA BUILDING CODE (High VetociE Hurricane Zone) ANY WAY TO SUR ANY INSTALLATION. 0 2017 EASTERN METAL SUPPLY,INC. 1_ BERTHA HVTM A S S A Accordion Shutter System ■ ■ ■ ■ 0 ? IL E C INC. 7 N.V. BLADE#1 Wf OR W10 H.V.WINDOW 13tldJE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.L..a s_ STATE � TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 2 OLD 15-080 /02/17 DATE: Oe/02/17 \ 5355 N.W.36tH.51.,Ste.305,WRGM GARDDIS,FLORDA 331 T\ti Phcne:(305)871-1530.Fez:(305)871-1531 4268 West Roods Drive 2 DRAWING No ��.�'•.• RID t4 6-mato tlt6so42P1719 Phone: (800)432-2204. .Co. West Palm Beach, FL 33407 Fax: (561)209-8380 3 rT 1�y\ i4 EB-0006 . , 17-122 `.`fi'I�....,•tiN r4 WALTER A TILLIT Jr.P.E. Pb-SEA 51ST-NA)UBE"�DATE FLORIDA Lk.#44167 6 7" F 20 SEE END TAILS ON SHEETS 10 SEE NOTES ON LOCKING RODS(D,W LOCKS(D %7 1—EXIST INSTALLATIONS W AND ALTERNATE HY LOCK @ ON SHEEr 5. F or 6_0 7T I IN ING GLASS HY SLADE SLACK DETAIL Or IS VALID FOR ALL F CADE(-�HV CENTERMATES CENTERMATES APPLICATION?ATM BLADE(a) - . OR 2� SEE END WALL CONNECTION @OR @. EXISTING GLASS TION DETAILS ON SHEEjS_j9_&_Ja__1, 0.0 1 @. @-@. ----————————————————————— -—————————————————————— jJ1 • OM—TALLOY)ALUIA % 1 & 3 1/4- 7' 7. /2'x'XI/8'XO'-2" 0. ANGLE W/(2) H(2)1/4'0 TAPCON' 1/2" OR @_@ 11 3 OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES CENTERMATES MP/SGTTOM)a" 1101:1/4*SJI , C, 12' MIN.SEPARATION (4)#10xl/2*S.M.S.TO TUBE I f -S L W/ HV LOCK or 651 1 TO a S AT EACH ANGLE.(TYP) O.C.FULL ENGHT. W/ (SEE SCHEDULE 014 5 1 2 11 SHEET 11) a3 I 17N I ------------ ------- --- 5 i L 4 F0 7UT SVC HVA HVQ i—EXISTINGGLASS —POURED CONCRETE OR RE0,N �Rff BLOCK WALL E SYMMETRICAL GLASS ff\ MIN.'SEPARATION LAS \@.@C.@. FIN E. IN EXISTIN CENTERMATES OR TO I @ GLASS EE SCHEDULE ON OR VZ HV LOQN 66? OPTIONAL SHEET 12) (INTERIOR) @-@.@aR(ff SEPARATION ;S (SETE0SGLHAE1ULE\ OPTIONAL tCJ ON SHEET 11) (T Cc NTERIOR) VARIES _�NC —J\\,I ___1 FOUT �ARIESV i. I J7 /703 F0_U1 6 1/2'WX SLACK ] (W \15 (EXTERIOR) HVE HVF** HVQ Fo—u-T FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone) TIII' (D 2017 EASTERN METAL SUPPLY,INC. BERTShA HVr S,, < Accordion utteystem 7 7M�TM 67 6 ,N,, A.S.S.A. H.V. RIDE#1 W1 OR W/O H.V. WNDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RIEv.N0 DESCRIPTION DATE DRAVIN By. 1A.L. 355 11-36K st�Ste.305.WGINM CAROM. IROA 3316f Association, Inc. I OLD 15-080 35/02/17 DATE,' 08/02/17 It pj__:(3[35)871_1530 Fax ;(a0 5)871-1531 4265 West Reeds Drive 2 AL U R A) _61:(iltecOUGOLCOR, West Palm Beach. FL 33407 3 DRAWING No EE1—WALTER A.TTD06719 P,E. Phan.; (800)432-2204. Fox: (561)209-838 4 17-122 UFT j, FLORIDA U..1 44167 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK 60. HV MALE FEMALE "T" LOCKS CENTERMATES (M) -, (20 & LOCKERS 0 Wj M HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION M HV BLADE OUT-T] EX=NG GLASS aADEOS}CK DE NL VF,INDICATED art SHEET a. WZ HD CENTERMATES t5 WEtt AS UNPfT(RSAL AIL NDO-NVQ on 61w,BLACTO DET INDICATED ON THIS SNEET, AY BE USED WITH THIS ALTERNATE SHOWN IN THIS SHEET. SEE END WALL MNNECTION-� DETAILS ON SHEETS lo 0 (6—T6 AUCY)A&LIU. F-35, -CUE-/(2)I/aY TAPCON ofe' I I RAO (Q PROWL) TO CONCRETE PROWL) �Twew-)& I I----------------------------------------------_L__.__Ir -------------- -- (4)110.1/2 S. To e-E) 110.3ff4 SJ,LS 0 12* AT FACN ANGLE. (4)KV- HV. mp) F IN (4) 33 so-=, /v HV "T' PINS FIN 'T6 otAss 5 LOCK (INSIDE) A S 1—) '41 Msaem I I .. A 1) Cl �I ro L-L--A1 II NNI fl 0—� --------- FLI T- L1 i 5 1 28 29 1 31 oa 32 &Rg OUT SEE NOTE 6 FOR W LOCK 0-20 It 1 1/2" S.S.M.S. (OPTIONAL) 31 oR 32 35 31 oR 2 B"O x 3/32" WINGNUT. H OUT HDC-HVC '7/ D13-HVB 'r LOCK.ON SHEET 5. (OHV "T" LOCK (OUTSIDE)-/ SYMMETRICAL HD CENTERMATES SYMMETRICAL HDCENTERMATES t —VQ W1 QI- LOCK (EXTERIOR) W/ Q! LOCK (INTERIOR) SERIES It-ALUWNUM (2024-13 ALLOY)LARGE FLANGE THIN SHEET NUTSERT.PAW 111 0820. @ AS MANUFACTURED BY AVDE CHERRYTEXTORN.PANSIPPENY.NEW JERSEY 07054 OR EQUAL /GN --------101-------------3a)s(D&NO(D Loco;ON sItw DETAILRDO-M S s APPUt'nous M TIME HDD-HVD FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 ........... 0 2017 EASTERN METAL SUPPLY,INC. $ v ICE& VBERTHA HVTM -'p Accordion Shutter System r�7c�'c A.S.S.A. H.V. MADE#1 W/OR W10 H.V.WINDON MADE -0 American Shutter Systems REV.N. DESCRIPTION DATE CRAM 8 0.'-. S) TICCIT TESTING 6c ENGINEERING COMPANY ALL - %:OF 08/02/17 47L 6355 U.N.361h.St.,St'.305,VIRGINIA GARDENS.FLORVA 3316 Association, Inc. I OLD 15-080 38/02/17 DATE- X> 01 Phone (305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 7 DRAWING No -0:till-fteLtoon West Palm Beach, FL 33407 3 OPIA LEO X WALTER A. E0TILUT 00671Jr.P.E.9 Phone! (800)432-2204 Fox: (561)209-838 -4 17-122 B- Pg"S61f5bVkRg�&TE FLORIDA Uc.111 44167 5 SHEET CHEpt)tE #i__< SCHEDULE #2 SCHEDULE #3 HEDULE #4 *NOTES: (1)L+:MAXIMUM ALLOWABLE SPAN FORA y SEFARATtON TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPANS MAXIMUM SHUTTER SPAN*%+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D.DESIGN PRESSURE E MAXIMUM SHUTTER SPAN L+" OR RJ " (ft.} "L+"" OR "L-" (it.) FOR R "L-" (ft.) INSTALLATIONS OR 1-" (ft.) INSTALLATIONS `A i;N .ALLOVIABLE'SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ R NSTALLATIONS W OW/ A W A NEGAT VE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CNTERMATS.( & or or W/ ONE / gE W TWO HV OR & W ONE HV LOCKS THE FIRST 30'-0' ELEVATION OF BUILDING HV LOCK Z� Or or 6A or HD LOCK W/ CENTERMATES'qOTR / / (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. V LOCKI ROD 0 CETJTERMATES & ONE HV LOCKdR LOCKS dR 7W0 OR W/ Nd LOCKING SPAN FOR WALL tdOUIIT NG5 OR TICKING RODS TOP SOTTO ODSW/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NOCKWG / FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ODS W/ ON ®E HV LOCK @ OR (VALID FOR MOUNTING(@ INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, ® TOP & BOTTOM ♦(SEE NOTES t,i>j ♦(SEE NOTES t.1 U R ♦ SEE NOTES t,t) SHEET 7 GIVEN A POSITIVE AS.D.DESIGN PRESSURE( ) MEASURED A7 BOTTOM OF SHUTTER 1S 3 CONCRETE&WOOD MAX+NuM CONCRETE RATING,SCHEDULE. MAXIMUM SPAN "L+' MNOMUu A.O. INSTALLATIONS d IUDIAlM CINSTALLAT10N5!40 INSTALLATIONS FROM SCHEDULE. CONCRETE&WOOD INSTALLATIONS O A3•D. As.a. ass= Dcs+cx Ors+rst GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE FLOOR/CEILING pass= WALL MOUNTINGS PRESSURE vRESSURE FLOOR/CEILING MOUNTING PRESSURE RATING, DETERMINE MAXIMUM RATwD RATRIO & RAMIG Ann1lc OR MINIMUM SEPARATION TO GLASS SCHEDULE: Eva J? WALL MOUNTING MOUNTING (cR J) t2oazfC¢UNG MOUNTINGS t oR)) FLOORfCDUNC MOUNTING 1r{an.)t FLimR rrAtt MOUNnNG SPAN 'L FROM SCHEDULE. SHUTTER W/ONE LOCK WITHOUT LOCKING RODS L; -} L+ (R) L-(R) L+ (I) L (n) L+ (R) L-(It) L+ (8) L-(R) L+ (R) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 10 TH£MINIMUM DETERMINED SPAN 30 13'-2" i6'-O" 13'-2" t6'-O" 30 12'-3" 14'-9" 30 13'-i" 16"-0" 30 13'-2" i6'-0' SHUTTER INSTALLATION W/ INSTALLATION W/ BETWEEN"L+"AND 'L-". SYMMETRICAL OPPOSING 35 12'-8' 14"-i0" 12'-8" 14'-10" 35 11'-9" 13'-8" 35 12'-7" 15'-7" 35 12'-8" 14'-10" SPAN 40 12'-3" 13'-10" 12'-3" 13'-10' 40 11'-4" 12'-9" 40 12-2" 15'-2" 40 12'-3" 13'-10' (3) PROCEDURE TO DETERMINE MAXIMUM CENTERMATES CENTERMATES 45 1Y-11" 13'-1" 11'-11" 13'-1" 45 it'-1" 12'-0" 45 11'-9" 14'-3" 45 11'711" 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 105" 3 318'3 4" 50 11'-7' t2'-5" 11'-7' 12'-S" 50 10'-9' 11'-5" SO 71'-6' t3'-7' 50 11'-7' 12'-5" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 55 IV-4" 1V-10" 11'-4" 11'-l0" 55 70'-6" 10'-11" 55 It'-3" 12'-11" 55 t1'-2' t1'-10" FOR A GIVEN POSITIVE AS.D.DESIGN >105"TO MAX. 3 7/870 4- 60 RATING: ALLOWED GO IV-1, i}'-4' t i'-0" IV-4, 60 10'-3' 70'-5' 80 i t'-0" 12`-4' 60 10'-2" 10'-11" DETERMINE: +�t) (S�t� 65 10'-10" 10'-10" 10'-7" 10'-10' 65 10'-0' 10'-0" 65 70'-9" i!'-tl" 65 9'-5" 70'-i" L7+=MAX.SPAM FOR WDLL MOUNTING USES INDICATED VALUES FOR HV�CENt'ERMJITES.- 70 10'-6' 10'-6" t0'-2' 10"-6" 70 9'-8' 9'-8" 70 10'-7" it'-5' 70 8'-9' 9-4' INSTALLATIONS. 75 10'-1" t0'-t" 9'-10' 10'-1' 75 9'-4' 9'-4" 75 10'-4" 71'-7" 75 - 8'-9" L2+-MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TOGA. SCHEDULE: MOUNTING INSTALLATIONS. - 80 9'-10" 9'-9" 9'-7" 9'-10" 80 9'»0" 9'-0" BO 70'-0" 10'-9" ,SHUTTER t'( ONE LQGK &TWD LOCKING RODS OR 85 9'-6' 9'-6" 9'-3' 9'-6" 85 8'-9' 8'-9" 85 V-9' IV-S" FOR A GIVEN NEGATIVE AS.D.DESIGN WITH ONLY TWO LOCKS 90 9'-3" 9'-3" 9'-0" 9'-3' 90 8'-6' 8'-6' 90 9'-5" 10'-1" PRESSURE RATING: 95 9'-0" W-9" B'-9" 9'-0" 95 B'-3' 8'-3' 95 W-2' 9`^10" DETERMINE: SHUTTER INSTALLATION L INSTALLATIONOPPOSING W/ Li-- MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSSNG 100 B'-9" 8'-4" 8'-6" 8'-9" t00 W-7' W-1" 100 9'-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES Lx-= MAX.SPAN FOR FLOOR/CEILING 105 8'-7" 7'-Il" 8'-4' 8'-4' 105 7'-tl" 7'-Il' 105 8'-9" 9'-4" MOUNTING INSTALLATIONS. 105" 2 3/4""• 3 3/16" 110 8'-4' 7'-7" 8'-2' 7'-11" 110 7'-8" 7'-7" 110 V-7" 9'-2" (,� MAXIMUM SHUTTER OR LESS 115 8'-2" T-3" 8'-0" 7'-7" 115 7'-6' 7'-3' 115 8'-4" 8'-1 i" SPAN "L+'OR'L-'FOR FINAL MAXIMUM ALLOWABLE SPAN IS EOU >105'TO MAX. 3 1/4" +"• 3 1/4- 120 8'-0' V-1 1* 7'-10" 7'-4' 720 7'-4" 6'-11" 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN 'Lt+", 'L2+', ALLOWED SHALL 8E LIMITED TO t05 L7-"A1+0..0 ** USE 2 15 i6"FOR tN'T'LOCK 30 W 125 T-10" 6"-8" 7'-8' 7'-0' 125 7'-3' 6'-8' 725 8'-0" 8"-5" DSL DESIGN LOAD. .** / / (4) GO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/8' FOR HV'T"LOCK no W/a 130 7'-8' 6'-5" 7'-6' 6'-9" 130 ,-Il V-5' 13tl 1.-,. 8'-1" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUE$FOR fiV GENTS MATES. 735 T-7" 6'-2" T-h' 6'-5" 735 6"-it' 6'-2" 735 T-9" T-9" 140 7'-5" 5'-11" 7'-3" 6'-3" 140 6'-TO" V-11" 140 7'-7" 7'-6" A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION G NO 145 7'-3" 5'-9" T-i" W-O" 145 6'-8" V-9' 145 7'-5' 7'-3' 150 7'-2' V-7" 7'-0" 5'-10" 150 W-7" 5'-7" 150 7'-4" 7'-0" CONCRETE&MANSORY WOOD 155 7'-0' 5'-5" W-10" 5'-8" 155 6'-6' V-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" V-2' 160 7'-1" 6'-7" USED AT ALL MOUNTING INSTALLATIONS, LOCKING WALL A. B. C, D. E, M.N.0.R 0,R. 76S 6'-10" 5'-1" 6'-B' V-4" 165 6'-3' 5'-1' 165 7'-0" 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S&V. 170 6'-9" 4'-11' 6'-7" 5'-2" 17O 6'-2' a'-1 t' 170 6'-it' 6'-2' MANDATORY CONDITION#2 NOTE#5, SHEET 5. FLOOR/CEILING 175 6'-T 4'-9" 6'-5' 5'-0" 175 6'-1" 4'-9" 175 6'-9" 6'-0" G. H. I, 11 + J. T. U, W& X. ISO 6'-6" 4'-B" fi'-4" 4'-70' 780 6'^0' 4'-8" i8p 6'-8" S'-10" 1' EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR 1.--"AND MAXIMUM ASD. MOUNTING ,+ M. 185 6'-5' 4'-6' 6'-3' 4'-9' 185 5'-11' 4'-6" 185 6'-7" 5'-8" DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SWILL BE LIMITED AS FOLLOWS: 190 6'-4' 4'-5" 6'-2" 4'-7" 190 5'-S0' 4'-5" 190 6'^6' S'-6" S- CONNECTIONS TO KEYSTONE MOUNTING L7tAiT£D TO +64,-72 ps.f' H V BLADE 195 .6'-3' 4'-3" 6'-l" 4'-6" 195 5'-9' 4'-3" 195 V-5" S'-5" AND 8'-0" SPAN, 4� 200 6'-2' 4'-2" 6'-0" 4'-5" 200 5'-9" 4'-2' 200 8'-4" SEE MOUNTING M ON SHEET 7. 205 6'-0' 4'-t" 6'-D" 4'-3" 205 5'-8' 4'-7' 205 6''3' 5'-1" FLORIDA $UILDING CODE (High Velocity Hurricane Zone) O 2017 EASTERN METAL SUPPLY,INC. 711 RA t ........... is"' j-�i� •a BERTHA HVTM AL.a . .A. Accordion Shutter System H.V. R"#1 W/OR W/O H.V.NINDOW BLADE 7 American Shutter Systems REY.Nc DESCRIPTION DATE DRAWN 8Y: M.L. „L TILLIT TESTING & ENGINEERING COMPANY 77- �4 6355 N.W.36 h.51.,Ste.2.05.NRGRRA GARDENS.flARIDA 3313 Association, Inc. 1 OLD is-G6D stazh7 DATE: 08/02/17 S7ATT tryMr, Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roods Drive 2 o .ih ttlt-oeaol.com West Polm Beach, FL 33407 3 DRAWING NO LtS AE6-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7-1 22 WALTER TLUT Jr.P.E. t�E' Qp1EN }taTt! FLORIDA Un.ff 44167 5 SHEET 6 11 OF 20 A4AXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. ANCHORS SPACING LEGEND SIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING 'TYPE FOR CONCRETE INSTALLATIONS TIONS SEE MOUNTINGS A,B.C.D AND F ON SHEET 6 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP POURED CONCRETE TAPPER+ tUxl A WALL HEADER MOUNTING A WALL HEADER MOUNTI g WALL HEADER MOUNTING D WALL SILL OUNTING•I D WALL SILL OUNTING C&F WALL HEADER/SILL sp - ----- W! W/ 4 - --W/ WI 4 MouNnrlG {H O { f AS.D.DESIGN NEGATIVE LOAD psl S.. I _ _ I AS,D.DESIGN NEG4TNE LOAD psf AS.D.DESIGN NEGATNE LDAD(psf 30 40 60 75 90 120 160 205 30 40160 75 90 120 160 205 3D 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 [14 12 10 9 B 8 8 6 14 12 lO 9 8 8 fi 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 5 5.5 8 8 8 B 8 B 7 5.5 R LES 12 10 9 8 B 5 6 14 12 10 9 B 8 6 6 14 12 10 9 B 8 8 6 14 12 70 9 8 8 6 3 14 12 10 9 8 8 6 6 B 8 8 8 8 8 8 6.5 OR LESS 12 10 9 8 8 8 6 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 14 12 ,0 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8 7 4,-0` 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 14 12 10 9 8 7 = 14 12 10 9 B 7 5.5 - 8 8 8 8 8 7 5.5 4 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 9 14 12 10 9 B 8 6 6 74 12 t0 9 8 8 14 12 t0 9 B B 6 8 8 8 8 8 8 65 5 * SEE ANCHOR 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 - - 14 12 10 9 8 B 6 - B 8 8 8 8 B 7 5.5 SPECIFICATIONS 5,-0• 12 10 9 8 8 4.5 - 14 12 IO 9 B 8 6 3.5114 12 10 9 8 B 6 6 14 12 10 9 7.5 - - 74 12 10 9 7.5 5.5 - - B 8 8 8 7.5 5.5 4 5 ON SHEET 13 S2 10 9 6 55 - 14 12 10 9 8 B 45 - 14 12 10 9 8 S 6 5 14 12 10 0 8 3 14 12 10 9 8 7 8 8 8 8 B $75 4 12 10 9 8 8 4 - 14 12 /p 9 8 B 6 3.5 14 12 tp 9 8 8 6 6 14 12 10 9 B - 14 12 70 4 8 7.5 - - 8 B 8 8 8 4 6•-0• i2 10 9 8 55 3 - 74 12 /0 9 8 8 4S_ 14 12 10 9 8 8 6 6 14 12 9.5 7.5 4 - - 14 12 95 7.5 6S 3.5 - - 8 8 8 7.5 6.5 14 12 f0 14 12 10 9 8 8 14 12 10 9 8 6 5,5 3.5 14 12 10 9 4.5 - - 14 12 109 7.5 4 B 8 8 8 75 3 14 12 1p 9 8 5• - 14 12 10 9 8 8 4 14 72 10 9 8 8 6 5.5 14 12 10 9 5 74 72 t0 8 8 4.5 - 8 8 8 & 6 7-0. t4 t2 108 t 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 14 12 8 4.5 - - 14 12 8 6.5 5.5 - - - 6 8 8 6.5 5.51412 10 9 4.5 - 14 12 10 9 8 4 14 12 10 9 8 7 4 14 12 10 5.5 14 12 10 8 6.5 - 8 8 B B 6.5 1+ 12 10 9 7.5 3.75 - 14 t2 10 9 8 5 14 12 10 9 $ 8 6 14 12 10 S _ - - 14 12 10 6.5 7 8 8 8 B 7 5 4 14 72 10 9 5.5 3 14 72 10 9 B 4.5 - - 1S 72 10 9 8 8 - - 14 11 7 - - - - ^• 14 11 7 5.5 3.5 - - - 8 B 7 5.5 4.S 3.5 - - -- 14 t2 ip 5.5 J 14 t2 10 9 8 14 12 10 9 8 5.5 - 14 12 8.5 3 14 12 8.5 7 + 8 8 8 7 SS 4 3 14 12 10 9 5 14 12 10 9 8 4 14 12 10 9 8 8 - 14 12 9.5 - 14 12 9.5 7S 45 - 8 8 8 7.5 6 1.5 - - *SEE LIMITATIONS OF USE FOR 9,_O. 14 12 10 64 4.5 - - - 14 12 10 9 7.5 - 14 12 10 9 8 - - - 13 9.5 4 - - - - 13 9.5 6.5 5 - - - - B 8 6.5 5 4 3 - - BLADE SON SHEET 19 14 72 8S 4 14 12 10 9 +.5 - 14 12 10 9 7.5 - 14 11.5 4.5 - 14 it.5 7.5 6 8 8 7.5 6 5 4 to 12 10 6 4 14 12 10 9 7 i 14 12 10 9 e 14 12 5 14 12 8 6.5 - 8 8 8 61515.5 4 10•-0" 14 12 9.5 5 35 - - 14 t2 10 4 5.5 - - 14 12 10 9 8 - - 1.5 8.5 - - - 1.5 8.5 5.5 - - - - - 8 8 55 4.5 3.5 - - 14 12 5.5 3 14 12 10 6 3 14 12 10 9 6 -' 14 10.5 3 14 10.5 7 3.5 - B 8 7 SS 45 3.5 - 14 12 9 4.6 J 14 12 tp 9 5 14 12 10 9 8 - - 14 11 - - - _ 14 11 7.5 - - - 8 8 7.5 6 5 14 t2 7 - - - - 14 12 10 - - - - - 14 12 10 - - - 05 8 - - - - - 05 8 S - - - 5 8 5 4 3.5 - - 14 12 4 14 12 10 14 12 10 2.5 9.5 - - 12.6 9.5 6 B B 6 5 4 3 t+ 12 65 - - - - 54 SZ t0 - - - _ Iq 12 10 _ - - - 3.5 70 - - - 14 10 7 - - - - 8 8 7 5.5 4S - 12•-0" 14 12 5,5 - - - - 14 12 10 - - - - 14 12 10 - - - - - 9.5 7 - - - - 9.5 7 3.5 - - - - B 7 "S J - 14 12 3 14 12 B 14 12 10 1.5&.S - - 11.5 5.5 4 8 & 5.5 4.5 4 14 l2 5 14 12 i0 14 12 10 2.5 9.5 - - 135 9.5.4.5 - B B 6 5 4 _ _ _ ^ 13•-0' 14 12 - - - - 14 12 - - - - - 14 12 - - - - - 9 4.5 - - - - 9 6.5 - - - - - - B 6.5 4.5 3.5 J - - 14 SO 14 12 14 12 0.5 5.5 - t65 8 8 8 5 4 3.3 - 14 12 14 12 - 1 12 - 1.5 6 - 11.5 8.5 - B 8 5.5 4.5 - 14•-0' 14 12 - - - - - 14 12 - - - - 14 12 - - - B 3 _ - - - - 8 6 - - _ _ - - 8 6 4 3 - - - (�,•y\ �'y (/�\} j�r� 14 7 - - - - - - 14 12 - - - - - - 14 12 - - 0. 4 •- - 10 7.5 - 8 8 6 4 - - ( t t NV B�A(..7E 0� \1/ NV BLADE 14 17 - - - - - 14 12 - - - - 14 72 - - - - OS 4 - - - - - - 110 fl - - I- - 8 . 5 4 - - - - \\\ L,5 t4 - - - - - - i'1' - - - - i4 - - - _ 75 - - - - - - - 7.5 - - - - - - 75 5.5 3.5 3 - - _14 - - - - 14 - - - - - - - 14 - - - 9 - 9 - B 7 4.5 3.5 3 \�/ (�( ('114 - - - - - - 14 - - - - - - 14 - - - - - -' 10 - - - - - - t0 - - - - 8 7.5 5 4 - - - Y / NV YVINDOW BLADE 14 - - - _ - - - 14 - - - - - 14 - - _ - - _ ' _ - = - _ ' _ - - - - - - 7 5.5 J.5 - - - - - WORKING !N UNISON 14 - - 14 - 14 8 8 8 B.5 1 3.5 14 - - - - - tq - 9.5 - - 9.5 - B 7 4.5 1 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) III,=14�f_R�.f/,{�/•'.��_ @ 2017 EASTERN METAL SUPPLY,INC. ,t't1,vx "\ E iSF: 4fi''- �0-,N BERTHA, HVTM % 1 L ;_ �.■a� S■,� . Accordion Shutter System H.V. RADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV.No DESCRIPTION GATE DRAWN BY: M.L. c TILLIT TESTING & ENGINEERING COMPANY Association, Inc, I OLD 15-080 8/02/17 DATE: 08/02/17 1 ,•, s 6355 N,W.36th.SL,Sl,.305.VIRGINIA GARDENS.FLOFIDA J316 �11STATE OF .� phone:(305}871-t530.fox:{305}871-7537 4z6s cr661 Roods Dtive z `' A West POI1n Beach, FL 330.07 DRAWING No `,•t'�,4� . r'1p1t1� V 11 c-moil: lift. com 3 � 111 EB-0006719 Phone: (800)432-2204 . FO,: (561)209-8390 4 i 7-122 1) tn WALTER A.TILUT Jr.P.E. p� $ lU{iry fp E FLORIDA U..#44167 5 SHEET 6 12 OF 20 MMIMUM ANCHOR* SPACING (nj SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGME LOAD MD A CORRESPONDING MQUONG TYPE FOR CONC-- ----"---'- 7 L ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED ODNCREIE _ __ _ __ __ (A) TO EXISTING POURED CONCRETE:(Min.fc=S Wi) it E WALT, SILL MOUNTING) G CEILING MOUNTING! _ H yF60OR MOUNTING AN.HORC RpACIN- F.END 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX.(Mtn.V.-3 kst) S -^--^---' O--~-------^----•- - - - 1/4'0 z 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,80LT&SPECIALTY COMPANY.(Min.fc 3 ksi) (N) s7- .D E L s1 -.D 0� GN NE L sf TAPCON WITH ADVANCED l/4o BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc 4 2 ksi) 30 40 60 75 90 120 160 205 3G 4O 60 75 90 120 160 205 30 40 6O 75 90 120 160 205 THREADFORM TECHNOLOGY - 1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY f4 12 10 9 B a 6 5.5 14 12 10 s 8 8 6 6 14 12 10 9 a a 6 s COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCJATIOR INC. Ia 12 10 9 8 8 6 6 ALL POINTS SOLID-SET (Mfm fc-3 ke7 OR LESS 14 t2 to 9 a 8 6 6 14 12 $,. � B a s s t4 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES:MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 72 10 4 $ 8 6 7 14 i2 8 8 a fi t4 72 to 9 8 $ 6 6 TAPPER+ ) 14 12 1G 9 $ 7 5.5 3.5 14 12 8 8 6 6 14 12 10 9 8 B -6 -5 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2`. 14 12 10 9 8 8 6 SS 4'-O' - - - 9 B B 6 4 - 12 8 B 6 45 14 12 10 9 B 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'6 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO.EMBEDMENT 14 12 10 9 g 8 6 4.5 14 12 B e 6 5.5 14 12 70 9 B 8 6 4.5 �� IMO STUCCO SHALL BE PERMTITED. 1/4"6-20 S.S. MACHINE SCREW!USED SHALL 8E 1 1f2"LONG MINIMUM SHOULD STUCCO EXIST.AND t SIE Uut,(AT10NS EE LEE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 TS 5.5 3.5 - 74 72 10 4 E 8 6 5 t4 12 70 9 8 7 5.5 i ED ON SHEET I9 5'-0" _ - - - - - - - - - - T4 12 10 9 8 8 6 4.5 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 70 9 8 7 4 - i4 72 tv 9 S 6.5 5 3S 14 12 70 8 6.5 S 3.5 3 ANCHORS SHALT-BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALT.BE AS INDICATED ON 14 12 10 9 a 74 44 - 14 12 10 9 8 e 6 45 14 12 10 9 e 6 4S .75 NOTES A7)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR FIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9S 75 6.5 45 - - 14 12 10 9 8 7.5 54 4 14 12 10 9 8 6 4.6 3.5 INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 2S& 6•-0' - - - - - - _ - - - - - 14 12 10 9 $ 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 B 5.5 S.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 6 8 8 - 14 t2 10 9 8 6.5 S 3.75 14 12 10 8.5 8 5 4 - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. I4 12 B 6.5 S.5 3 - 14 12 10 9 e 6.5 4.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-O" .- - - - - - - - - i4 t2 70 9 7S 5S 4 3 -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. N 12 10 8 6.5 4 - 14 12 9 7.5 6 4.513.51- 14 10.5 7 5.5 4.5 3.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY t4 12 tO 8.5 7 4 - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVER LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. f4 77 7 5.5 4.5 - - - 14 72 t0 9 7S 55 4 - 14 12 9 7 6 ;S 3 - 14 12 10 B 6.5 5 3.5 - NOTES: 8-0 t4 12 85 7 SS 3 - - 14 12 8 8.5 5.5 a 3 - 2.5 9.5 B 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 7 1/4'AND TAPCON NIM 74 12 9.5 7.5 6 - 14 12 9S a 64 5 - 14 12 -i--6 6.5-4 =--Z- ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 94 6.5 5 3.5 - - - 14 12 10 8 6S 5 - - 14 12 8 65 5 4 - - B.2)MINIMUM EMBEDMENT OF 1 46 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO B•-0" _ _ _ _ _ _ _ _ _ _ _ ti 12 8.5 7 5S 4 EMBEDMENT INTO STUCCO SWV1 BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 1I 7 5.5 5 3S - - 1 t 8 5.5 4.5 3S - - t4 72 8 65 4.5 - - f4 12 eS 7 5.5 4 - 14 104 7 55 6 4S - - EXIST,AND 1"MINIMUM FOR WALLS YtFT}t NO STUCCO. I/.5 8.5 5.5 4 - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 34 - - B.3)IN CASE TH4T PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 72 B 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10-0' 14 10.5 7 5 3.5 - - - 13 9.5 65 5 4 3 - - 10 7S 5 4 3 - - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 14 11 7.5 5.5 - - 14 11S 9 6 5 4 - - 2.5 94 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2a 10.5 8 5 - 14 12 8 6S 6.5 4 - 13 t0 6S 5 4 3 - - - - - - - - - - - 14 70.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. I V-0"12.5 9.5 5 - - - /2 9 6 4.5 4 3 - - 9 7 45 3.5 3 - - - 14 f0 7 - - 14 104 7 5.5 4.5 - - 1.5 85 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 71.5 7.5 6 5 - - - t2 9 _s_LS 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; - - - - - - - - •` - - 13 10 6.5 5 4 - 1,5 8.5 4.5 - - 11 8 5.5 4 3.5 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED,REDUCE IT'S 9.5 6 - - - - 13 9S 6.5 5 4 - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 SS 4.5 3S _ - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 12 8 6 4.5 4 - - FACTOR ]3•-0" OS 8 - - - - - 10 7.5 5 4 3 - - 75 54 4 3 - - - ACTUAL APOON W/ADVANCED THREADFORM TECH TAPPER + 12.5 8.5 - - - - - 12 9 6 4.5 4 - - 9.5 7 5 4 - - HV BLADE OR EDGE ALL POINT SOLID SET BLUE TAP Wf CAP DICTANCE MIN.SPACING MIN.SPACING g 6 - - - - - i3 9S 6.5 5 - - - - 0.5 75 5 t - - - - E.D. 3' 4• MIN.SPACING=3 1/2' hflN,SPACING=3" 3 3/4• 4- 1 Be 5.5 4.5 14'-D" 10 75 - - - - - 9 T 4.5 3,5 - - - 7 5 35 3 - - - HY BLADE W PILM BETE CONCRETE HOCK POURED CONCRETE& POURED CONCRETE& Pig DINGRIfE CIX.`3M a= 11.5 11 8 5,5 4.5 - - 9 6.5 4.5 - - - - '� Y WI ppW MN ED."3 f/2' MN ED.=2 1/2• CONCRETE 3B'OCK CONCRETE MN E0..3 1/Y MN ED.-2 1/2• 7.5 - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - -_ BLADE WORKING 3' 0.90 1.0 0.78 i.D 0,84 1.0 15'-•0' M- 7. 0.55 - - - _ 2 1/2' 0.81 1.0 0.67 1.0 g - - - 4 - - - - 6.5 5 3 IN UNISON10 - s - &5 6 42" a.71 - - - 0.51 7 - .5 - - - - - 9 6.5 45 - - - 1 3/4" . _ - - 0.43 70 75 5 - - - - �ifi•-0" 9 _ - - - 4 - - 5 4.5 3 - t ill' - 4.35 9,5 _ _ _ s - - - - e 6 4 - - - - FLORIDA BUILDING CODE (High velocity Hurricane Zone) 111II AL r�L�j*= Q 2017 EASTERN METAL SUPPLY,INC. /�=� .,:.= BERTHA HVTMI i L E C a N AS„S S.A. Accordion Shutter System H.V. MADE#T W/OR W/O RV WNEIM BLADE American Shutter Systems REV.No DESCRIPTION DATE ORAVN BY; M.L. 'Sir' i ry0T TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I 020 115-080 SI/02/17 DATE: 03/02/17 •; `" n '' i 6356 N36tR SL.Ste.305,NROOtW GARDENS.FLORIDA 3316 4268 West Roods Dive l" i7r� 7 n'S� P.W.hone:(305)871-1530.Fax:(305)871-1531 2 G? F >> a-mai:61tecoo-Isom West Palm Beach, FL 33407 3 DRAWING NO ••,fi�•'-,...... �:`'��+1,1 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 t� ^•••' Gi`.� 1' WALTER A RLLIT Jr,P.E. p�1J��'Ai T"�{FttQdTE FLORIDA Lic,d 44167 5 .�,SHEET 1 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A,S.D. DESIGN NEGATIVE LOAQ AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNRNGS I,J,K POUR CONCRETE _ ANCHORS SPACING LEGEND 4AX7 !c I WAU OVER do (Il)TRENCH p�NGUARD MOUNTING y©K WAl1/FLOOR MOUNTING .(L WALLfYtA1,.K OVER 1,OUNRNGI ~^[a N LOAD(pcf) AS.D.DESIGN NEGATIVE LOAD(p S..0 IGH 11E A s7 S..D IGN NEA L sf TAPCON WITH ADVANCED (N) ` ' - THREADFORM TECHNOLOGY 30 4,0 6D 75 p 0 {0 64 75 90112011601263 30 {41 60 75 90 120 t60 205 36 40 60 75 9D 126 160 205 14 12 10 9 8 B 6 6 12 12 12 12 12 1.5 B.5 5.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLIO-SET 14 12 10 s 8 b 6 6 12 12 12 12 12 12 95 T 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R IESS 14 12 i0 9 8 8 6 6 12 12 12 12 0.5 B 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7S 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 1S 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 6 5 5 5 5 4 14 12 10 9 8 e 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 S 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5' S 14 12 10 9 8 8 6 6 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 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 5 5 4 3 14 12 10 9 8 8 6 6 12 12 S2 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 35 - 7 7 7 7 7 7 5 3.5 5 5 5 5 S 5 5 4 14 12 10 9 a 8 6 6 12 12 12 9.5 8 6 5 7 7 J 7 7 7 5.5 4 5 5 5 5 5 5 5 4 # SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1S 9 75 5.5 4 J 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 14 12 10 9 8 8 6 6 12 12 12 ID 8 5 4S 3.5 7 7 7 7 7 7 7 7 5 5 6 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 8 fi 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 85 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 t0 a 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 7'-0" 14 11 10 9 8 B 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 0 S 5 5 5 "� 14 12 10 9 8 8 b ff 12 10 6.5 5 4.5 3 J 7 7 7 6.5 5 3 5 5 5 5 5 5 3.5 3 14 12 10 9 8 6 6 6 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - - 5 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 55 4 1 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5 J.5 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 8 a 6 - 12 12 0.5 7S 8 4.5 3.5 - 7- 7 7 7 7 7 T 4 5 5 S 5 5 5 5 S RATING & FOR SPANS PER 14 12 10 9 8 B 6 - 12 9 6 4.5 4 J - - 7 7 7 7 5.5 4 - 5 5 5 S 5 4 3 SCHEDULE �4, SHEET 11 14 12 10 9 B 8 6 12 11 7.5 6 S .75 - J 7 7 7.5 6 4S - 5 5 5 5 S 4.5 - N 14 12 10 9 8 8 __12 1.517.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 8 12 12 95 6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 t0 9 8 8 - 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 74 12 10 9 8 8 12 10 6.5 5 4.5 - 7 7 7 6.5 5.5 5 5 5 5 5 4 14 12 10 9 8 8 12 0.5 7 5.5 4.5 3.5 - 7 7 55 45 3.5 - - - 5 5 5 4,5 3.5 - - 10'-0' 14 12 10 9 a 8 - - 12 11 85 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 8 - 9.5 7 A5 3.S 3 7 7 7 5.5 4.5 - 5 5 5 $ 4.5 3.5 74 12 10 9 8 6 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - 11'-0'14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 tH�\j j/ 14 12 10 9 8 8 - - 8.5 6.5 4 4 3 - - - 7 7 8 5 4 - - - 5 5 5 5 4 3 - 1 1 V BLADE ONLY 14 12 10 9 8 8 - 71 8 5S 4 - - - 7 7 7 5.5 4.5 - - - 5 5 5 S 45 - - - 54 12 10 9 H 1.5 H.5 5,5 4.5 3.5 - 7 7 4.5 3,5 - 5 5 4.5 3.5 3 14 12 10 9 B - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 S 5 5 4.5 3.5 14 12 14 9 8 8 6 4 3 7 7 5.5 4.5 35 - 5 5 5 4.5 4 3 14 12 10 9 8 - 10 7.5 5 ; 7 7 6 S 5 5 5 5 4 14 12 10 9 8 .0.5 8 6 4 3.5 - 7 6.5 4.5 3S - 5 5 45 35 3 14 12 10 9 8 - - - 1.5 8.5 6 4S 35 3 - 7 7 7 7 7 4.5 - - 5 5 5 S 5 5 4.5 3.5 14 72 10 9 8 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 3 74 12 1a 9 8 9 7 4.5 ,75 - 7 7 5.5 4.5 - 5 5 3 4.5 4 14 12 10 9 10 7.5 5 4 3 7 6 4 1 5 5 4 3 14'-0'14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 6.5 5 3 J77 3,5 - S 5 5 414 12 70 9 - - - - 8.5 65 4 - - - 4 5 5 5 4 - - - 14 12 10 9 7 4S 3.5 3 5 - 5 5 3.5 31412 10 - - - - - tp 7.5 5 4 3 - - 7 7 3.5 - - 5 5 5 5 5 5 {74 12 10 - 8 4S 3 .5 3 5 5 45 3.5- - _ _ _ _ _ .. - _ - 14 12 10864 5 5 5 414 12 70 - B.5 6.5 4 3.5 - .5 74 12 10 - - - - - 9S74.5 3.5 J - - 7 3 5 S 5 5 5 4.514 12 10 6 4.5 374 12 10 - - 7.5 5.5 .75 - - - - 5 - - - - - 5 1 5 14,51- I- I-T- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) It1117,4{1 tr7pi;y j'I��•" ©2017 EASTERN LIE l-SUPPLY, INC. BERTHA HVTI4 1 �p !LC Ca`1 �`�•. �N�. ASA1 Accordion Shutter System b E ` }�7 H.v. BADE#1 w/OR W/O H.V. IMND(NJ BLADE _• ��` American Shutter Systems REV.No DESCRIPTION DATE DRAWN 76Y: M.L. TILLIT TESTING & ENGINEERING COMPANY Association ' 6353 N.Y1.361A.SL,Ste.305,VIRGINIA GARDENS•FLORIDA 3316 1 Inc. f OLEO 1S-CBO 8/02/17 GATE: 0@/02/77 vi '6--o Phflne:(305)877-1530.Fax i(305)671-t531 4268 West Roods Drive 2 {4- tit e-mate URecc0oo1- West Palm Beach, FL 334073 DRAWING No �A••:��OR4DP%'�'�111 EB-0005719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 SS(it t Ytkt,TER A TitUT Jr.PX ^.�:£t„77F3t1/SIGN �OA�fE FI.ORIOA Lia N 44167 5 SHEET fUtiL 6 14 OF 2D WAIOUM . • .. ! . Ill :� . � :111 .:• :.� ►::4.-.�. � ,,. 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FLORIDA U..If 44167 MAXIMUMM DESIGN PRESSURE RATING (p,s ff.)AND CORRESPONDING MA.XIMUm ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A S p DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). LJ Bc=-:3TFz; . SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PIN No. SPRUCE PINE SPRUCE PINE t/2" MIN. COX DOUGLASNRR W%5, FIR NORTH FIR SOUTH DOUGLAS FIR Wf MIN, G=0.50 W/ MIN. Ga0.43 Wf MIN. G=0.36 PLYWOOD LAIN. G=0.50 W/ MIN. G=0.43 5Y MIN. G=0.36 MAxINuu sPAN(n) 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 D.O. WALL MOUNTINGS IW & X• W_& X W__& X P & Q S&V S&V S&V Am DLRJi k'vm ITS'TRD.'W)ASD.bw IEWI2 mw-I=( ASD.Roy*=E P7 w- T-14 w-ASD.EMI PEURK POW PAT&(9 ASA DW RME PP;SF_CAR&(9 ASD.Dw I.6 m KmRE Raw M ASD.IfS.'`I h`w n Tom-PAIIG W, .NSGc FFWtA BES4PE EVA.(TdI ASD,03RI NG11hL PFE59K PgND(Fi;AS4 04711EW7.E FfSSVEQ PART(AA'I 30 40 60 75 90 O5 30 40 60 75 90 05 3q 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 6O 75 90 OS 3D 4D 60 75 94 05 0 40 60 75 90 05 30 40' 60 75 90 05.30 40 60 75 90 05 -0'OR L 12 14 10 9 8 8 6 6 6 6 6 6 12 10 11019 B 8 6 6 6 6 6 6 12 10 1019 B 8 6 6 6 6 6 6 6 5 4 4 4 3 2 72 12 i2 12 72 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 to 10 9 8 8 6 6 616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 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 5•_ 12 10 10 9 8 B 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 1019 8 7 6 6 6 6 6 5 6 5 4 4 4 3 /. 12 12 12 12 12 12 12 12 i2 12 12 12 72 12 12 12 0.5 6•-0` t2 70 10 9 8 6.S fi 6 6 6 5.5 4.5 72 70 i0 9 8 5 6 6 6 .5 5 4,5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 T2 12 12 12 12 12 12 12 12 12 12 72 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7,5 8'-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.51- 6 6 S .5 3.5 3 12 10 IG14 6 6 5 '.5 3.5 3 6 5 4 - - 1 12 12 12 12 12 12 12 12 12 11 9.5 12 72 1.5 9 7.5 6.5 9'-0` 12 10 10 5 3.5 - 6 6 S.5 .S 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 413 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 10.412 12 12 1. 9S 8.5 12 12 10 8 6.5 5.5 10'-0" 12 14 7S 4 - 6 6 5 4 3 - 12 10 6 3 fi 6 4 S 3 - 12 10 3 - - 6 6 4 .5 3 6 5 - - - 72 72 72 1.5 9.5 12 52 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 5.5 - 6 6 4.5- - - 12 10 4.5- 6 5.5 3.5- - - 12 70 - - - 6 5.5 41- - - 6 5 - - - - 1 12 12 72 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 10 4S - 6 6 4 - - 12 10 3.5- 6 5 3.5- - 12 14 6 5 3.5- - - 5 5 - - - 7 12 i2 7.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 73'-D" 12 10 6 6 - 12 10 - 6 4.5 - - 12 7.5 - - 6 4.5 - - - 6 4.5 - - - - 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 X0.5 7 5.5 4.5 4 14'-0" t2 t0 - - - - 6 5.5 - - - - 72 7 - 5.5 4.5 - - - - 52 7 - 5.5 4.5 - - - - 6 3 - - 12 12 9S 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 - - - 12 - - - 5 _ - - 12 - - - - 5 - - - 6 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - t2 - - - - - 6 - - - - 12 - - - 5 - - - - ti. - - - - 5 - - - - - 6 - - - - - 12 12 t0. 8.5 6.5 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - 1 HV BLADE OR Ll) HV BLADE W/ lf�A HV WINDOW BLADE WORKING IN UNISON* o f SEE alJ�AliDNs aF US4 FOR BLADE I CN SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT STW1 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 MANUFACTURED BY I.T.W.BNL.DEX W/MIN9AUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=4.50(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(N.D.S.) -,AIN.1/2`COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAC SCREWS AS PER NOS 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 Zone) +K�tz A �`j�''�.• O 2017 EASTERN METAL SUPPLY,INC. ........... E 'co - =-_- BERTHA HV,11 /x-IMiLTE G a ,N� A.S.$■A, Accordion Shutter System !kAx�7 ; H.V. BLADE#1 W/OR W/O H.V. WINDOWBLADE TILLI7 TESTING & ENGINEERING COMPANY American Shutter SYS}BrnS REY.No DESCRIPTION DATE oRAWN BY: M.L. o: rr f G ) 6355 N.W.361h.5L,51A.3D6,VIRGINN GARDENS,FLORIDA 3316 Association, Inc. I OLD 11-oeo s/02/I7 DATc: 08/02/17 ��--- +�nIr ;• , Phone:(305)671-1530.Fox:(105)871-1511 4268 West Roods Drive pr•, c� c West Polm Beach, FL 33407 z DRAWING No "4/ AS a-moil:illtee O.W.com 3 ; �r to EB-0006719 Phone: (800)432-2204 . Fox: (561)209-6380 4 17-122 ........`' � ,1 WALTER A TIL Jr.P.E. rLoRIDA Uc.f/44167 b S SH F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & a HV* BLADES (AS APPLICABLE) MAX. SHUTTER SEAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. r••-7/4"0 THREADFORMWITH ADVANCED DESIGN PRESSURE- RATING FOR INSTALLATION WITH BLAL)E(j)& I LNORKING IN TECHNOLOGY 1/4-0 TAPCON WITH ADVANCED 1 1/2'Min.PENETRATION OF THREADED AREA TOTHREADFORM TECHNOLOGY EXISTING WOOD HEADER. 3 1 1J2"MI..PENETRATION (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO /DOR T, EXISTING WOOD HEADER. MH SEPARAIM *": TO CLAM(SEE (SEE SCHEDULE ON SHEET 15) a SCHEDILLE ON t" I FOR BLADE S.S.MACHINE SCREIV EXISTING ! FOR OR a--I Nin. 1 4"p-20x3/4 1/4--20 NUTS 0 12-O.0 GLASS�i ON @ r-E (9 13@ WALL- 7F C4 M Fi 1-111 ONAL 5i OR EXISTING LL I MI FINIS ry Vx4 WOO H EXISTING MIN'i HEADER REQUIRED V100 i \-1/4-0 TAPCON WITH ADVANCED Y THREADFORM STIN 9 HEADER REQUIRED TECHNOLOGY 14,14.SEPARATION ! , W/1 1/2'Mi..PENETRATION GLASS To MIN.SEPARATION .4'CONT.SILL OF THREADED AREA 0 SM CLASS(SEE 1, TO GLASS TE REO'D (,'Il. '0 EXISTING 9-- MI OF WOOD PLATE, ON SHEET 11) T I r) 11 FOR 61.AOEAN (SEE SCHEDULE cc!STM'14WIR CLASS---a (SEE SCHEDULE ON SHEET 15) 8LADES(0D&(Q9) @HV WALL HEADER INSTALLATION ( HV WALL HEADER INSTALLATION OO HV WALL SILL-INSTALLATION LON.SEPARATION STING MIN.SEPARATION TO GLASS GLASi--j KIIN. SEPARATION GLASS (SEE SCHEDULE CLASS EXISTING (SEESCHEDULE -4D EXISTING SHEET 11) 2 x"'CONT.I(SETEOSCH U G� ON SHEET 11) ON R W D PLATE ON SHEEErol 1) 1/4-0-20,3/4'S.S. D. 1/4-0-20g3/4- _22 MACHINE SCREWS INI SCREWS LIAC�al.NUTS �/4 USING 1/4-20 NUTS V14L 'Zt.11'1�-!.* 1, Ili - - a 12,D.C.—., FINISH 12 D.C. C qj 7 Ell i I OR @ I OR 10 2x4*CONT.— L-EQ E OR VJ'OOD PLATE 0 K"O. I M 0.L Min.REOD. K' 1/4-0 TAPCON WITH ADVANCED READFORM TECHNOLOGY -1/4-0 TAPCON WITHADVANCED 1/4"0 TAPCON WM4 ADVANCED !'��"O�O Y THREADFORM TECHNOLOGYNOS: THREADFORM TECHNOLOGY C �2.4 ONT. THREADED AREA INTO OOD_ W/ 1/2"MI..PENETRATION OF -S E SHEET 4 FOR TYPICAL PENETRATION TH -Mir,PENETRATION OF W/ 1/2 U ON 0 PLYW IS) D LATE W/ 1 1/2"Min. THREADED AREA INTO PLYWOOD. OF THREADED AREA 0 LE SHEET SHUTTER ASSEMBLY. PLATE I (SEE SCHEDULE (SEE SCHEDULE ON SHEET 15 -MOUNTING SECTIONS CAN BE RED LL MIDVADTH OF WOOD PLATE EXISTING MIN.2*.4'STUDS,/ 1 % nNISH (SEE SCHEDULE ON SHEET 15) &"D.C.MAX.REQ'D. COMBINED IN ANY WAY TO LA�1/2"MIN,COX PLYWOOD REC'D, POLYIWOOO TO BE ATTACHED TO 1/2*MIN.COX FINISH SUIT ANY INSTALLATION. EXISTING MIN.2.4"STUDS 0 16'D.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PINKJOD RED 0. PLYWOOD TO Be ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. +SEE U ON US'0' HV.WALL SILL INSTALLATION VIFIN ':I'D '3 2 THE F.B.C. BLADE§MON tIHOEFT 19 HV ZALLN S121.0"INSTALLATION ..��PV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY.INC. .......... BERTHA HVTM Accordion Shutter System IF[MEM_767 7 A.S.S.A. OR 0 H.V.WNDUN MADE H.V. R.Am#1 W/ American Shutter Systems AEV.No DESCRIPTION DATE DRAVIN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY rTA�ZeFSt, Association, Inc. 1 38/02/17 DATE'. 08/02/17 —A- OLD is-050 11IF k Phone (305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 ve 1:Lutecoboa.com West Palm Beach, FL 33407 — DRAWING NO • .......... It EB_006719 Phone; (800)432-2204 Fax: (561)209-83 0 3 17-122 S/0 t .1 GULLIT J,P.E. 4 0 WALTER A. px�Q* DATE 5 FLORIDA U..111 44167 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & I& HV* BLADES CAS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADEIn ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & -WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADF_WA=alw:Q�� /4-0 TAPCON WITH I. X N X I —ADVANCED THREADFORM a (Min.) ISTING—, -EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2-Mini. "'Em-IT 01)SEAM REQUIRED. It AREA TO EXISTING WOOD WOOD BEAM EXISTING WOOD HEADER. 1/4" 0 BE CERTIFIED BY ON SHEET 15) PHJLL ED ED TRUSSES OR P ON OF THREADED STRUCTURAL ADEQUACY 11 20;3./S;S F EXISTING (SEE SCHEDULE __�FREOUtREO E _;� REGISTERED ENGINEER OR In. AACHtNE SCREWS RAFTER 0 24 ARCHITECT PRIOR TO 1/2 /2 W/ 1/4'-2D NUTS SHUTTER..N. 0 2"D.C. 1/4-0 TAPCON WITH— 5 I :'1 j, ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2-Min. —3/4"114—THK_ p 251 PENETRATION OF THREADED F ED-, EEA" 14.3/4' AREA TO DUST114G WOOD EEA I"x4"xI/8*CONT.ALUM,TUBE (SEE SCHEDULE ON SHEET 15) S.M.S. (6063-T6 ALLOY)III/ Z. ED '\-OPTIONAL (3)S/iWo LAG SCREWS TO or @ or @ EACH RAFTER OR TRUSS. or or @ I LOCATE LAG SCREWS AT L MIDWIDTH OF EXISTING WDOD EXISTING MIN 2xt� MEMBER,(2"Min.NOMINAL OTH EXISTI HEADER REO'D MIN.SEPARATION OPEN HOLE AT EACH— W/2*Min,PENETRATION WT GLA'S ri TO CLASS I I STUD TO ACCEPT THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) EXISTIHG___� 5/16-0 LAG SCREW INSTALLATIONS WITH 72 pst CLASS AT CENTER OF TUBE MAX.A.S.O.DESIGN LOAD AND lut 1 9'-0"MAX. SPAN.THIS TOM($1 IIAR SEFA I INSTALLATION IS ONLY VALID SEP"t", FOR WOOD W/MIN.SPECIFIC HV WALL HEADER INSTALLATION 11 FIR OLZ�u. EXISTING -1 Sa= a,SIVU 19 aN GLASS I FOR avn wo GRAVITY OF 0.50 AS DOUGLAS 0`0 S�19 �R I FIR OR SOUTHERN PINE No.2. OTE OR OR EQUAL 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-IJOUNTING SECTIONS CAN BE COMBINED T` IN ANY WAY To SUIT ANY INSTALLATION. HV CEILING INSTALLATION HV CEILING INSTALLATION 61) OR fMIN. SEPARATION L' MIN.SEPARATION TOM To (SEE SCHEDULE �D GLASS EXISTING 1 11 (SEE SCHEDULE ON SHEET 11) GLASS, ON SHEET I I) EXISTING GLASS—, I ALrERNAT ANCHOR I ES IliEXISTING WALL—. LOCATION x6'MIN.WOOD TINTS /4-j 3/8.IAN #10.3/4"HEX DECK R80UIREO 2- 7 318 M N WASHER HEAD TEK (NO FINISH ALL Mox. hi 7@ I 2*�S'MIN.WOOD 1 SCREWS 0 12* ECK REQUIRED(NU EDGE OF DECK 3 OR® IF APPLICABLE FINISH ALLOWED) LEQ— 1/4'0-2023/4"S.S. EDGE OF CECK_/ 2. 1. —1/4"0 F.H.TAPCON WITH 1/4-0 TAAPCON VWTH L PHILLIPS TRUSS HEAD IF APPLICABLE - — !:z- -EDGEADVANCED THREADFORIA ADVANCED THREAOFORM M;n. MACHINE SCREVIS 11 "MIN. THREADED 1/2'Min. 1.1/ 1/4"-20 --20 NUTS —2 MIN 2"MIN OF TECHNOLOGY Nv/ I TECHNOLOGY W/ 1 1/2"Min, 0 12/4 D.C. DECK IF PENETRATION OF I REACTED PENETRATION OF THREADED LICABLE OF WOOD SILL PLATE AREA 0 MIDWIDTH OF WOOD 1 0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY-- PLATE. PLATE. YI 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) [. SEE L'IA�§T�TKN'S OF USE OF BUDCON -)HV WALK—OVER INSTA SHEET 19 L CVHV WALL SILL INSTALLATION W BY ELOOR INS' LtLArTipp rX LATION igh eloc ty Hurr;cone Zone) 1,11 A. @ 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System k 11L1Eq;6 .... A.S.S.A. H.V. MADE#1 W/OR W/O H.V. WNDOW BLADE Shutter Syste REV.N. DESCRIPTION DATE DRAWN BY-. M.L. American MIS TILLIT TESTING & ENGINEERING COMPANY Association, Inc, I OLD 15-080 )8/02/17 DATE. 08/02/17 'M 355 N.W.36th,St.,St..305,WHONK CMDENS,FLORIDA 3316f 4268 West Roads Drive 2 Phone;(305)871-1530.To.:(305)871-1531 61:111tecocool.com West Palm Beach, FL 33407 3 DRAWING No EB-0006719 Phone; (800)432-2204 . Fox- (561)209-8380 —4 17-122 WALTER A*TILLIT Jr.P.E. FLORDAU..j 44167 5 SHEET 17 OF 20 GENERAL UMMATIONSAND CONDITIONS QF USE FOR RERTHA (1)W 13LADE ACCQ8DIQN SHtff EMU WORKING IN UNION WM MV WI I �+1�)� A, �JTy�, 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 ps.7. A G Y `17 2.MAX.SHUTTER SPAN:96'. I 3.ALLOWED MDUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS M4OUNflNGS M,O,T,U&Vl ON SHEETS 18&17. i (BOTH W/ ZIN 4iaRE25 "`E �CENTERAR TBE BINCLU ONLY AT OPP�N010�CESS SDEEOF OF OPP NG Jam. - > � 5.(A)HV WIN DDW BLADE 0 SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 16 ALJ TYP �END � � (3'o HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. I (B)LOU.CLEARANCE FROM TOP OR BOTTOM EDGE OF KV WINDOW BLADE 1A 4 r ' OF ANY 3'0 HOLE FOR®SWILL BE 12'. MAX.5 WINDOWS r s} t+T t�l t�7 MAX. EO IN HV N 1111 t�fl 4Lr Gl t1G1' (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NY WINDOW BLADE p� WINDOW BLADE 116l !t (D)HV WINDOW BLADE(1? MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D 19 THROUGHOUT SHUTTER'S IDTH. ' (E)C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT 9.SIDE OF THEM. (F)POLYCARBONATE HV VANDOW Ano SHAM BE INSTALLER 50 TABS FACE SEE ENO 3 THE INTERIOR OF THE OPENING B��f('NG PROTECTED,HV YtINDOWTH(4y4T�MUST BE SEE EN TION fig g ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSk CONDETAILS 1N SHEETS INC. FULL HEIGHT.— , Ni�R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME fig B ILLDI SHEET 15,AS LIMITED By SPAN AND DESIGN LOAD(SEE NOTES g hfi^ >;- 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED lit CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 fir 2 ABOVE). P P llmm 8. MINIMUM SEPARATION TO GLASS SCHEDULE. 5„j(SEE PLAN FOR REQUIREMENTS) D N �-/ TYP TOP&BOTTOM W 1 oR1at(6,sG� SHUTTER SPAN MINIMUM SEPARATION TO GLASS UNLIMITED WD r Be-Max. S. ELEVATION ASN.SOIARAIION TO(LASS EXISTING OLA5S SEE SCHc"CtRE IXi SHEET 72 FOR BtttX:t ` PhD ON THS 9AEET FOR BUDFS(,l)&SA] ------------------- . �- -- ------ -------------=_ ,. 2211j �7,.,,�+ 16 Q TYP.`\� �� \ / �� ,�.�--+ I TY. snAM RICA CENTERlAATEs 21 �� ` , � / / Wf OR 5 AND Wfo JS(s 'O'E 4 AsaYE) PLAN 21 TYPICAL (n� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* �` -----" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) o 0 2017 EASTERN METAL SUPPLY, INC. •`/4/ :. .�... BERTHA HVTM Accordion Shutter System Q.$_�.a. H.V. RAM#1 W/OR W/0 H V.WNDOrV BLADE American Shutter Systems REVX. DESCRIPTION DATE DPAVIN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY F 6355 N.W.36th.St..Ste.305,VIRGRRR GARDENS,FLORIDA 3316 OAssociation, Inc. I OLD 75-060 8/02/17 DATE: 06/02/17 -� O (305)571-7530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING NO t,t c-maR:tate-carnm ol. West Palm Beach, FL 33407 [� 3 s 4,t UU EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 WALTER A TILER Jr.P.E. •P.Crc"� IIILA7tlRFt/,fYA1fE FLORIDA Ue.H 44167 3 SHEET it I it END INSTALLATIONS I.1) HV & \1A HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4"MIN, r--�-- WOOD STUDS. 1/4'0 VAHCE0 TH WITH (AS APPLICABLE) \ \ (�,,I TECHNOLOGY Y me I nM)E \ t\ f� STUD IN.O. � 2"x4.TAN. \ t( /1 TECHNOLOGY liW BNLDE% i l —STUDS REV'D. 2'x4'MIN.WOOD ��"„I\ / 1 }(AS APPLICABLE) ANCHORS D 6"O.C. ` /r"� ` / STUDS REO'D. 1'rAu� \ / •�` 1 W/1 1/2'MIN.THREADED /. \ I w PENETRATION INTO STUDS OR j 1\ �/i Y//MIN.1/2"TNREADED -- EXISTING GLASS !tel I' PENETRATION TO 1/2'COX T I'. i\ 1 I , PLYWDOD IF NO SUDS EXIST. ) EXISTING GLASS 4, �. -EXISTING GLASS '! /*• i\ 'I E%IS71NC GLASS ` .t S /2"f N.COX I L� T //EOEO\\ J Mtt 6EP,VL1710N y- I r 1 TO MASS(SEE --_ 1 1/2"MIN.COR N =v--- LIN.SEFiRATIOY p,.T MN,SEPARATION _ - M.Y.SIPiRVION T 1/2'MUT.CO% 11 FOR I IX!ST$7 (• k PLYWOOD. TO ULE O(SEE TO MASS(SEE PLYWOOD. TO GVSO(SEE 15 FOR @ODE Wr'AD 1 16'x1" VF / SOTFI%AE 0.Y ST4F.T e,7L�TAR.E OY SI EET II S1 FOR E ON SHIET ON 9W 19 FOR (6053-T6)CONT. Li/2"MIN.COX 71 FCR Etk=•DAN= 11 FQT 6LxOE(()AND 1/2• tT FOR F4J j(}A'A @3 Sok I ALUM.CLOSERPLYWOOD. ON SHEETD;( 19 FOR ON SIM 78 FOR ON SHEET 19 FOR I/2"MIN. PEASE.(LOCATEe1AEE50�SA) wa.L J 61A0E^aQt d: etAnFs(ps�i FINISH I AIIIIIII AT EITHER SIDE J +us[I`ox Y,uX. 1 --1 ' OF 4) f .�iuw.ruu aw vnc{e•�e._T• Or.tw•a- - 016 O.C. $IO:i(2'S.M.S.Oi6 O.C. _-_ t Z"� MG10R5 s " AxT��x exC) EE DETAIL%FOq,/ 1 OR q"�q� t ORSIDE CONNEGnon SEE DETAIL%F '� TO TRACHS SEE DETAIL%POR q,(7)-Ca`«;/9,.t�"3•)n SIDE CONNECII « .Oa$ ip•2�3.a SIDE CONNECTION nQn©"U7"«�jnVOM70 TRACKS TO TRAcaz.ta«©•'.7l E o�•�n o�� 3n9 T « 1a•�^@j•C'«1�•s« r�n� �. �.�•� g.Q.�-,,ns,.7p.�n S„s:.Fan(1�`.�nd.�« c�•C•T>�«p.�y.,�« �•�n�,aa,«p,�„ 3'•�'n�.�n0a.�a END CONNECTION DETAIL 9 END CONNECTION DETAIL CO END CONNECTION DETAIL' END CONNECTION DETAIL 0 EXISTING +REQURED ONLY FOR SPANS GREATER TAN EXISTWG G 1/4"0 TAPCON WITH 1/4.0 TAPCON WITH !"GLASS 7 �AtUVNCEDATNREADfORM ADVANCED THREADFORLt ! { ECHNOLOGY]TV RUILDEX TECHNOLOGY ITV GUILD£% `� ICIIORS W/1 1/2'MIN. ANCHORS W/1 1/2"MIN. I ( z'xa'LUN.v;o0o THREADED PENETRATION hS.M.S. TRs'AOED PENETRATION JIO,i/2'SMN.SEPAFAITO" ♦ SEE LIMITATIONS OF USE OF xIA.SEPARATION soros REo'D. 7 040 STUDS o T2'O.C. IMO STUDS O 12"D.C. 016 D.C.-" TO GLASS(SEE BLADE ,AI ON SHEET 19 TO GLASS(SEE 1/2'MITI. SHEET Ov s+t.2T 4.4 ) _ , ,matt Era'r�(_ 4 �✓ t"� I 04 SHEET 19 FOR )I l ON SHEEP 19 l T•— V I _ �!7` //` i i `IAM 1 -i/• _/ -` -`i �2/0RC3IDR CQ'0RQ- GOR � !SINJ �r IN { OP( )OR :OR / «(�•«�•G«(8B«10,'•@Sn ZWALLFlNISH 2"x4'MIN.11'00 WALL_ 't2'°•U"C•1�7.JnVnl'O.'• "n �GR11y,Rw3i OF� VIEW Y L..ra e-d-11. -8•0n STUDS REO.O. PRISM -y-o—C-9,@n�•,t�n PLAN G'i'g y�«©,�•�« p.�;.3n©.G..y�« s �:«, 6 a �3-itJ:«i;s"j�n�t•1�7 n B e 9• f31�:nrt.a DETAIL X 60.E«a:�•�'« .ICG' O•a.«z. END CONNECTION DETAIL `BI END CONNECTION DETAIL 12) FLORIDA BUILDING CODE (High Velocity HUrricane Zona •�'�G} n' 'I+{ ~ ©2017 EASTERN METAL SUPPLY,INC. �� = BERTHA MVTM A„5.�,�„ Accordion Shutter System H•V. MADE#1 w/OR W/O H.V.NWNCOW BLADE ' 6 trajt7 -,1r American Shutter Systems REV.NO DESCRIPTION DATE DRAWN BY: M.L. ..p •, �T�•T•L:� C i TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 8/02/17 DATE: 08/02/17 1 OF +y� � 63:5 H.W.16th.SL.Ste-103,VIRGINIA GARDENS,FLORDA 131G \ Phone:(305)871-7530.Fox:(305)871-1531 4268 Wes{ floods Dewe2 - T\� West Palm Beach, FL 33407 3 DRAWING No L o-maR:tilleeo00ol.cam tr ipry •L` �,_,� ) 17y WALTER -000671Jr.P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 17-122 P,E•SEALGR}JRE/()ATE FLORIDA LTe.p'44157 6 SHEET 18 OF 20 REQUIRED MINIMUMINSTALLATIONS WZ (1) HV BLADE & HV CENTERMATES -12.000"Max. VARIES 0 T- Mio 6 1 1/2 0.035-THICK 083" �x 2'Max.—ASTM A-653 GRADE 40 "1--- INTO METAL STUD WALLS Min.C-60 GALV. EL a 3 SP METAL STUDS AT 16 D.C. ---------- 6"O.C.r-@ 114"0 NOMINAL .47 38 M AND CONDITIONS OF USE ALUMINUM- SLEEVE GENERAL LIMI 14 LADE-ACCORDION SHUTTER 6063-T5 ALLOY EOUIRED MINIMUM FOR BERTHA(I)HV 13 SYSTEM INSTALLATION TO METAL STUD WALLS 9 5'O.C. 3.000 1 3/4-.6 1/4-.0,035� 43 SEPARATION TO GLASS SCHEDULE CONT.MV.STEEL TRACK T."XIIl�-i Max. ASTIA A-653 GRADE 40 P 6 6.O.0 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 p.s.f. GALVANIZED FASTENED TO SN0.5 , EXISTING FINISH W/(2)J6.1/2'TFK SCREWS MINIMUM INTERIOR&EXTERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" SEPARATION 43G LENGTH t t" MIN- ON TO GLASS EXISTING GLASS To 3. ALLOWED MOUNTING. MS ON THIS SHEET, 114"0-203- BOLT— SCHEDULE) A 11 (SEE S 43 N 3 1/4" MUST PENETRATE 43D I" EXISTING FINISH 4. ONLY CENTERMATE 201 W1 204 HV LOCK ARE ALLOWED - wr ( 1N A SMMETRICAL LAYOUT. IAS APPLICABLE 2pl ARF�GED 1'373"y L 'CU M G"O.C. us 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1 3/4%6 1/4".0,035'THICK Win .250' .050' "'D MINIMUM CONT CALY.STEEL K CHAT 43o 45a IN( XTERIOR OR INTERIOR ACCESS SIDE OF O&VANIZED FASTENED 0 6'D.C. CENTERMATE. ASTM A-653 GRADE 40 M`-G-zL'I To STUDS /2'TEK SCREWS ON INTERIOR &EXTERIOR FACE Lo 1/4'.0-20 THREADS 1 -1 Min. DETAIL HVF IS VALID ALSO FORI 43C1.,14"9--ELCO-CONSTRUCTION Wilt- GENTERMATE 1 APPLICATION WITH BLADE(DI PRODUCTS FAB-LOK HD UZ-RECLINED MINIMUM W -------- 43b /6*. 1 1/2'.0,035'THICK VARIES 0 6,, O.C. COMPONENTS -653 GRADE 0 Min.C-60 G&V.S Max. ALL HEADERISILL INSTALLATION EXISTING FINISH APPLICABLE SCALE: 318"- 1' Min.ASTM A 4 AS i METAL C. (TYP.TOP&BOTTOM) VA -114'W'.ITHICK M;n. '/'EL TRACK CHANNEL, ASTM A-653 GRADE 40 Min.G-60 F--7———————- NT. TE LEXISTING GLASS GALVANIZED FASTENED TO STUDS '�'.t )#6x/2*TEK SCREWS ON SYMMETRYCAL SYMMETRYCAL I I W/(2 1EXTERIOR FACE MIN. SEPARATION VARIES INTERIOR 6: 43a 43b 43c CENTERMATES WZ TO GLASS 2. CENTERMATES W/ (SEE SCHEDULE) M EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE SEPARATION TO GLASS ON TO GLASS --------------- UK L IN (3 W/INSIDE LOCK(SEE MCXW "N't LOCK ISM 904DAE) ----- 12 ----------------- --------fz A y --- ---——--------— —----—---------—- ---- -- ------- 11 r= 1 t 1 21 21 ' -1 L AT 21 -9 (�y EO %,'; ; HEADER/SILL --- -- ---------------- ------------ ------- DS [ VIEW Y (15"Min.) I SIDE CONNECTION TO TRACK MAX.SLACK 3 1/4'(Typ-)— 6 1/2 —6 1/2"(Typ-) NVB 7- SLACK HVC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) HVA D DET-AILHVF 2017 EASTERN METAL SUPPLY,INC, BERTHA HVTM A.S.S.A. Accordion Shutter System KV. MADE#1 W/OR W/O RV.WINDOW BLADE yp American Shutter Systems REY.N. DESCRIPTION DATE DRAWN By: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD IS-0110 38/02/17 646 00/02/17 _1 6355 N.W.361h.St..Ste.305.vRGUAA GARDENS.FLORIDA 3316f 4268 Iffest Roods Drive 2 DRAWING No Phone:(305)871-1530.Fax:(�105)871-1531 — —61: W.st Palm Beach, FL 33407 3 EB-000671B Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 10 0- WALTER X TILLff Jr.P.E. 5 SHEET FLORIDA Llt�#44167 IT P . 1, F 20 OF 20