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/2018 Florida Building Code Online 1 X i Jz 1e t4P �k T t zl S i fiIslo m� �,� .'`.o� 7, III ti ,,L. hL� i� ' Tr,0�. BCIS Home ' Log In User Registration t' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map LinksSearch i rProduct Approval i &? USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email !i I Quality Assurance Representative f Address/Phone/Email iI I Category !Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t-) Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. ,Z, Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE,PDF II Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 j ASTM E1996 2005 I ASTM E330 2002 TAS 201,202,203 1994 I Equivalence of Product Standards Certified By 1 Sections from the Code s://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9p/p2f°/p2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw`/`3d`/`3d 1/3 /2/2018 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,(dumber or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 Rll II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1 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 positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HVl 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 REPORTPDF 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 wi ee sheets number 12,25,28 and o installation drawin or other spans and pressures. 1850.3 I Bertha HV Accordion Shutter-Blad Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg#17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use outsi HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 Rll AE AMERICAN SHUTTER SYSTEMS ASSOC.INC locking rod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORTPDF psf load for HV blade for Keystone mountings 7'-0"for+75, Created by Independent Third Party:Yes -75 psf for metals stud mountings and 8'-0"for 110 psf.for HVl and HV1A working in unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: ® RR tps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9°/g2f°/g2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d°/`3d 2/3 S L� M UECS- O rifle 4UU=LU4 4CESTONG 9 EMBONEER11IMS C@f�r�PAPIV WALTERA.TILLIT,3R.,P.E. tilteco@aoI.com FL P.E.License,No.44167 FL E.B.License No.0005719 PRODUCT EVALUATMN REPORT REPORT NO.: 17-0802.01 DAVE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 6IG20-3, (Method Id of the Florida Department of(Business and Professional (Regulation. { This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EIDENCE S&°l1BMTED: 2.11. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), `i 1 ,.,BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,B?W z�dow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, .and-F, W'-by Walter A.Tillit, Jr., P.E.; dated 08102117.This drawing is ani int�rA aW4, � luation Report. 0, �� 44167 �k ° i 4 M f 6355 N.W.36th Street, Suite 305,Miami,Florida 33166-Phone: (30� ��� ��ax: (305) 871-1531 'vF40QBP 1 PRODUCT EVALUATION REPORT NO.17-0802.01 2 2.2.TEST REPORTS: For CAV Blade i Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 o'f 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 12120/05, signed and sealed by Henry Hattern P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E.Grate Jr.,P.E.,as perASTM E 8. Report No.I ICM- 223, dated 03/0412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # I OFM-718, dated June 22, 2010, and Report# 11 CM- 233,dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade i A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report#0505.01-08 signed and sealed by William R.Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638,per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015. j9dA )1 1 , r4107, signed and I sealed by Joseph LaboraDoldan P.E. *"W'fr�Oy V16 j'8* 21, 2008 Tensile test as per QC metallurgical Report ', I R ,E signed and sealed by Frank E. Grate P.E. as 'r A-5tiVl -8. I' 0. 44167 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#9039 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3.STRUCTURAL ENGINEERING CALCULA71ONS: � 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 4 span based on rational and comparative analysis, and in accordance with section I 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, I 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit,Jr., P.E. 3. MOSSBLE NPACT RESIS`II'AMDE: 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 (fbr 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 # 17-922 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: j 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 and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. k_ I 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 she06004 g�, �9,of 20 of drawing # 17-122, o� �,` i A. 6 f . i �7 ai I PRODUCT EVALUATION REPORT NO.17-0802.01 .4 S. MATERML CHARACTERMTOCS AND S ECOCATM-S- Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 0f 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. UWAYMS AVSD CONDITIOMS 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 small only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 17-122. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). :0 10 }0 N. T 1 1 $ '• `J h , yf �y GENERAL (VOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) -- �- OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p c r(�� c DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC YtIND SPEED REQUIRED BY THE JURISDICTION VAIERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED IM A DIRECTIONALITY FACTOR Kd-0.65,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19&20. AREA 1: HV BLADES(7 & a IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX,(AS,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33:INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS '27-37 SHEET 3 REPORTS: H.V,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 31-44 SHEET 4 -RV BLADE d#0214.01-03,#0715.01-03,#1004,01-05.$1214.01-05,#0317.02-06.#0609.01-10 PND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS ӄ.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE n AND HV WINDOW BLADE 1C"A1 -HV WINDOW BLADE V.:!#0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL .(WHERE APPLICABLE) ER 2 HV BLADE 0AND HV WINDOW BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THEET GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHE19. TYPICAL.SON DET ELEVATION&NOTES ON LOCKS SHEET 5 d INSTALLATIONDETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA'".ACCORDION FINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND# 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 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 5G018 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 AST 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 BLADED: 12.13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE(D& WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U,S.PATENT#6779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATIENT 95'458,179 ISSUED TO END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT NAND/RAIN INTRUSION, AREA 3' HV 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 AND NO CENTERMATES AND ENGAGE OR LOCK ALL KV AND HD LOCKS, TYPICAL SHUTTER ELEVATION SHEET 19 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 FLOPJDA BUILDING CODE. AREA 4: HV WINDOW BLADE n ONLY 12. BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;ie,WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE TROIA THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.RJ FOR THE PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA 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.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11}())17)///Oiiyr 31 T J e FLORIDA BUILDING CODE (High Velocity Hurricane Zone) y11 Q` = 0 2017 EASTERN METAL SUPPLY, INC. �\cENs� % BERTHA-HVTM1 4. !L �mo�,-. A.S■S■A■ Accordion Shutter System H V. BLADE#1 W/OR W/0 H.V. WINDOW MADE v American Shutter Systems REV.Nc DESCRIPDON DATE ORAYtN 6Y: M.L. �p r�b Y4 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 1s-oso a/oz/n AWN oB/oz/n 8365 NAW,36th.St.,Ste.305.VIRGINIA GARDENS,FLORt 3316 4268 Wast Roads Drive y Photo:(305)871-1530.Fox:(305)871-1531 DRAWING No ' S'n........... "' :tntecoOcoi.cotn West Palm Beach, FL 330.07 y q , -0:EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-122 WALTER A TILLO Jr.P.E. 4 P.E?SEALJSIGNATURE/DATE FLORIDA LIc.#44167 s SHEET 6 1 OF 20 N, '81 VARIES NS 4.371' 4.38 99" .375" --STWER -E V SOLID BLADE C5�)H L20-:Z1,60 C3),HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ OVER D LIN ER U P T 45 1 QUALIFIED FOR USE W/ HV BLADEO -A (4f-HV-'0I9E`0T-fA(5-kfR-f- HV BLADE I W BLA E* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE G ON SH BLADE EET 19 6063-76 ALLOY AN TEMPER -'3�7 6063-T6 ALLOY AND TEMPER (TYP) 2.670' .994* .670 2 o07 2' 842-j! 4.§97- 4f o, .815* 2092" 11 4.436" ry 6 • 75' 0.072- 0.07 I 3.226` — ct k_8�)HV WALK-OVER-TRACK f-'16,-)----- QUALIFIED FOR USE W/ HV HV TRENCH TRACK JHYL ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE�l) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 13LADE(1)ONLY. BLADE(D - __O� HV. RAINGUARD N 6063-TG ALLOY AND TEMPER QUALIFIED FOR U HV 6063-T6 ALLOY AND M R A 6. BLADE 5g W/ I W ex. VARIES 1.936* 6063-T6 ALLOY A 0 TEMPER .9 o -J,-083- 083- L -09y .125: fI fI 013"�1, 06 .093" 093"111 n60 060" 0 1 1.686- 670 670 3.520- 3�520' 529' 670 - HV �HEADERZ91LC' 2. HD CEILING HEADERZSIL 1;I HV ,PEILINGHEADER @1 4 LIFTED FOR USE.W/ FIV BLADE(-I QUALIFIED FOR USE W HV BLADE OONLT ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED (04 HD WALL HEADER/SILL r 6(SE SECTIONS FOR VALIDITY'. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W1 MV )63�TS 6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 1 8 10.062-1 107 2" 5"MAX. I/a. 1/8- 1 - 1 2- 10.125-1 1108 2. 1 i5 MAX' 0.192 0 192" 6-6-SIDEANqCE I I ' � ILI glLiFiff-F-Ok USE W--/.-'HV ,,-ALUMINUM'-AN6L-E-- @ 2.5' !7,Mo.,0�190- 0�190' OST BLADE(D QUALIFIED- --USE W/ HV QUALIFIED FOR USE W/ HV BLADE 0 E I 6 6063-T6 ALLOY AND TEMPER ONLY. C5A, 2" 115'MAX. 0.139" 0.131' BLADE la 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High {velocity Hurricane Zone) ©2017 EASTERN METAL SUPPLY.INC. f BERTHA HVTM Z 11L IE C O ..r. Accordion Shutter System KV. BLADE#1 W1 OR W/O KV.WMIN MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE D'WYN By-- M.L S . OF I 6355 N.W.36M St,St..305.%IRG=C04 AR0S.FLORM Association, Inc. GATE: 08/02/17 331M 4268 West Roads Drive —2 Phone (.305)571-1530.Fax:(305)871-1531 DRAWING No —.I:Wk.a-Lcom West Petra Beach, FL 33407 —3 .......... ES-000, Phone: (800)432-2204 . F..; (561)209-8380 17-1 679 WALTER&TILLT J,P.E. A 22 "w SHEET wIDATE FLORIDA Lk,j�167 5 r 6 2 OF 20 4.660" '4» �" 1 S•-20t1/2' 1/4--20 -DIE CISr 4.76' •745' 2.29,3 T HFAD THREADED NOUSING ENNAEL 2.293' .745• ,o tl.334" TYPJ BOWED PAINTED THREADED E CAST I p f S.if.S. Y�Oj O• I '�1 I�) e`'n'�°o I , r I o�y6 a �I -ED PAIH�rmY.El. EGRESS TURF! " ► � 1�IcTE Ind?. .062' I .875"; t _ 0,Z ' n I .�. LBRASS CYLINDER IS CYUAIDEH a {4'GD) ( • KEYSPLAYED)(CHROME (CHROME PLATED) /21'HV'CENTER Al E: _ �°,S I___, i ^ I PLATED) QUALIFIEp R USE W HV BLADE 1'& to oNLY 21 V FI-DATING CE TE E`* yag�d� saw r.�s- - t o, ¢�}jy 1zOCJ ; HV EG �'SS LOCK.I f %Sy1 3.023" .875' QUALIFIED FOR USE Wf HV QUALIFIED POR USE w/HV 6063-T6 ALLOY AND TEMPER QUA lED FOR USE 5Vf HV BLADE i & A ONLY _�.Qi,_ BL i & ONLY. BLADE 1 & (f1 ONLY. 6063-T6 ALLOY AND TEMPER (23)_. .-..COR ER-CENTERMATE 3 Q Al FIED FOR USE W/ HV BLADE T ONLY 2 0' D. 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD m vt MOLDED TO —7 �a �•+ 0 6til I m - .A T .825' v 3 AFTER RVETING " a 0 oxo 0 0 9EF0 METING 1/4-0-20 x 3/4" S.S. HU BSCR _ /4"0-20 RtVNUL ALUTAINUTA(2024-T3 ALLOY)LARGE nANGE THIN It NUTS -" NBLADE@ONLY VDIL .822-1CHERRY 7 N.P 7/OBNt',NLlY JER 20.AS AC � ORBY AEOUN..PLAN - FH LE "T" LOCK CE ATE ,4,'en NV " O HV ATERN LOCK 2 1 LOC 0 " " MAT ALIFlED FOR US£ W/ HV BLADE(� Y ( V ALE OC CEN cR E6063-T6 ALLOY AND TEMPER QUALIFIED USE QUALIFIED FOR USE WQU IED FOR USE W/ HV AUFIED FOR USE Wj HV BLADE(i-)ONL W/ DE 07 ONLY. BLADE 1)ONLY. 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' t.i7 A 7.977 In 3.161In (� III /��T�Ql, X.1.1�ETURO_ EROR .0 L In ' 6 \• f14' °t YLINDER ropy `� �� .555' ^V' N v '� i•� . m 0.875'Min. o •I "I m n� o H m 1 .125-Max. 31 CE T R A E W NO LO NG OD ( I CE TER ATE W OC I G e� UALIFIED FOR USE W/ HV BLADE i)& t ���..777'QUALIFIED FOR USE Wf HV BLADE 1 & t HD E 7 RM E'S SER 1 6063-T6 ALLOY AND TEMPER D FOR USE // { VAR HV BLAD ES, 12 w QUALI 6063-TT6 ALLOYWAND TEMPER dbC1 &(l -.—.--� 1.r3o' T IIS"o-2O SS.OR 3/8'0-16 ( 7NUM8TURN ACETAL TNUMBSCREMS. tl/2• I CYLINDER (BEE DETAILS) I — OR KEY ivl 1.57 Min. CYLNDER 5, e'mI it I ,. Max. RODS __ R __ 37s_o /� ' 404 HD LOCK 'J J` FIV 1 4' S�-2O A(SI .30+�• HY REG T HAROV7ARE MORTISE LOCKS_SERIES_2333_H00 BOLT-LOCK.- QUALIFIED QUALIFIED FOR USE W/ HV BLADE )Q C _6_HV 3/Bpi-1.F? ACETAL / 6063-T6 ALLOY AND TEMPER (T.UMBSCREWS %FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE& (Al d •35 INSTALV4TION WILL REQUIRE A 7/16" HOLE pUALIFlED FOR USE W/ HV BLADEQ QUALIFIED FOR USE W/ HV BLADE(1) D ILLED AT TRACES FOR PROPER EMBEDMENT DUAL]] �� FLORIDA BUILDING CODE high Velocity hurricane Zone) e 0 2017 EASTERN METAL SUPPLY,INC. .rvs . �_,_ ■ ■ ■ BERTHA HVTM A S A■ T Accordion Shutter System IiL E V 6 -NC. KV. MADE#1 Wj OR W/0 kV.WINDOW MADE American Shutter Systems REV.No DESCRIPTION DATE DRAVM BY: M.L. ` at TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-080 /02/17 GATE: 08102/17 +c Ui 8755 N.W.36te.51..Ste.JOS.VIRGLW,GARDENS.FILORMA 3316 i D d Raab Drive'. •`' .,� 1� Phona;(305)871-1530.Fax:(305)871-1531 4268 West2 DRAWING NO ,':'- •fit tf<�� o-mail:ciltaoo6aol.com west.Palm Beach, FL 33407 3 '`•`•P `y11Fii WALTER A TILUTiJ,P.E. Phone: (800)432-2204 . Fax: (561)209-9380 4 17-122 P.E'•S �N tfDATE FLORIDA Lic.((44167 5 SHEET 6 3 OF 20 SHUR ASSEMBLY SCHEDULE FOR 12'AIIN.. CE HV (1), 41 40 38 TO BLADE TOP (D HV BLADE-1-1, HV 01A .1875"' 62'. 1A (9 HV BLADE /Kv WINDOW BLADE '0s25- OLADE'S .1875' (g HV LONG RECESSED NY HING KNUCKLE - LB"-Us z 0.062 39 F39 (TTP) HV SHORT RECESSED NYLON BUS-h'fk-G 0 RI.7 0 116 40 HV NYLON HAT WASHER OOR N HV WHEEL CARRIAGE AISI 302-303 SERIES ................................ 41 i i; �2 �111-Z 2,8750* x 44, ' 2 7/8'MIN W DOVI L 0.870"x3/16"THICK NYLON WHEEL L 0.188"0 AISI 302 SERIES S.S. RIVETS A7315"o CLEAR L SEPARATION dl 03.00 BETWEEN 01,25"-�4_0625' -03.7500 HV 1 3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR BLADE ;4_ OPENINGS RRON YmY ON CENTERS W 2 3 - ACCORDION PIN W/ /4 x8 HEAD @ _0 t-2 1/4' CLEAR BMIEEN TYPICAL WINDOW BLADE POLYCARBONATE IMPACT RESISTANT HV WINDOW DE g AND POLYCARBONATE HV WINDOW DETAIL EL VEFU @ o r NOTE FOR @ D PREMENTS) (DOR i I *POLYCARBO ATE IMPACT RESISTANT HV WINDOW p BAYER MAKROL014 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC UV PIN BEQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN < (SEE NOTE -F" ON SHEET 19). W W HY(11 0 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 38 wj 0, ME, BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR POLYCARBONATE SOURCES FOR 44 HV @ BLADE. E RIOR APPUCKSLE TYPICAL SHUTTER ASSEMB TVICAL PROPORBES WXNDARO RSnT N.T.S. ,HV PIN @ OERXT(p AT REFERENCE —:7see Munni — (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT RJOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO BLADE'S KNUCKLE. 00.324 IIIIIE'S KNUCKLE. ASIM 0792 aw vj�' C-3 jbt4 BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (SEE NOTE* FOR ,048:,,, 04 - REQUIREMENTS) 13 TEN TTP, ASM Ds2tS 9.400 P.'l 0.500 '.1 TYP. n"uRAL SM. AT lso ASTM D790 12.5E0-.1. 13'4D0 P.1 (3) HV PIN @ OR C W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, FLEnRAL 14ODMUS ASIM D790 340,000 P,J. �45,000 p.,.L SHEET NOTCHED IZOD AMU 0256 18 FT-Ib/m 17 FT-IS/in MEL CARRIAGE DETAIL SM=z OE.S" o 643 47. . 64-5%� ASSEMBLY LAYOUT WAS E OF BURNING 0635 C-1 CVSs C-1 CLASS Say IGNMON A 11 DI9 tots'F 980 Isatimm ASW 0155 TMS E SMM;r6 AFTER WEAIHU�G ",W =-I8840 P.'L TENSILE 57RESS BEFORE lr�DIEJONG ASTI 63: a6 J. 50 P,.1 n HV BLADE SOLID & QA' HV WINDOW BLADE DETAILS N.T.S. s1 a FLORIDA BUILDING CODE (High Velocity Ficone Zone) 0 2017 EASTERN METAL SUPI`6, C. BERTHA HVTM Accordion Shutter System �i L��co�7,r A.S.S.A. H.V. BADE#1 W1 OR W/O H.V.WNDW RAM TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV-NO DESCRIPTION DATE DRAwN Or-. m.L. Association, Inc. I OLD 15-060 )6/02/17 DATE: 08/02/17 6355 N.W.3616.St..St-305,"ROM GARDENS.FLOROA 3316E Ph..t(305)871-1530-Fax:(305)871-1531 4265 West Roods Drive 2 —.R:vit—o-I.— West Palm Beach, Fl 33407 DRAWING No E-000871F'w 9 4 Phone: (800)432-2204 - (561)209-8380 — ----"/0NAL0 W&ER�TLUT J.P.E. 17-122 P.E.�/SIGNAT`Ugty&TE FLORIDA Lie.#44167 5 SHEET 6 4 OF 20 Q-6P- *NOTES ON HV LOCKS AND CENTERMATES: (9+ °' 1 v f3 n3' 144 id)ca 1.AIMIDATORY CONDRION /1: ONE HV LOCK C2�_'or 3 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 127 ABOVE OR B�yOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK'S or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR 6 1ti ! - n CENTERMATES Wf(2) 1/4"0-20 x 1f2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL S14U TER ELEVATION. 12. LIMM MANDATORY CONDITION J2 ALTEIR CONDITION #j (VALID QNLY FOR F 00 CEILING INSTALLATIONS. TWO HV LOCKS OR OR ONE HV LOCK OR 0 W/ TWO LOCKING RODS ^AT TOP & BOTTOM SHALL BE SEDF R ANY SPAN AND INSTALLATION AT ANY E(FIATION. � O HV LOCK Q2+OR�`SHALL BE ATTACHED TO OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER `- v MANDATORY CONDITION #'1. LOCATION OF LOCKRLOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL 11 _NaD_Nvr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3.QPTTQ a CONDITION 11: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV H _ / LOCKS 4 OR USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTipN OF LACKS TO CENTERMATESI a r� OR t2,7 SHALL BE AS INDICATED ON NOTE (1)ABOVE. noRaRLDJoR'VoR(i�J ^' LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V % 4. OPTIONAL CONDITION 2 NAU ly -N ftpMRY CONDITION #I OR LIMITED MANDATORY CONDITON 42 IS USED WAIN-(�HV LOCKM LOCKING RODS ARE NOT REQUIRED AT JURRICANE POSITION, BUT MAY G �LLv o v BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS g OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a xac-Nvc ? a 5. MANDATORY CONDITION 12 ONE HV LOCK'E7/qqq'���y SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN v a� AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 272'or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, osb�x S`g ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S, TWO LOCKING RODS(13 g5o^ o2 Cj$ AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Q EEE33 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. / N D- x'36 o-19, 6. FIRei,AL TfITYN.lTE TO MANn,1T0RY CONDITION 11 VALID ONLY FOR HV IOCCKK,0 W/SYIAMETRp CENT17mkm� t 1 IS Nge- 66RR......��. .. ONE ALTTl1NATE HV LOCK S MAY BE USED IN LIEU OF HV LOCK 2 or FOR ANY SPAN AND I / C`Ecyg INSTA71ATION5 AT ANY ELEVATION.ALTERNATE LOCK @ MAY BE USED AS AN�NSIDEO R OUTSIDE LOCK.ATTACHhlENf OF 1/4'0-2Ox3/4-S.S.THUMBSCREW TO Thy OR 2@ CENTERMATES SHALL BE MADE W/ 1/4"0-200/4"ALUM. I RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO f! LOCKS AT 113 OF SHUTTER SPAN. 7.MANDATORY CONQUION•13 FOR KEYSTONE MOUNTING INSTALLATIONS-- ONE HV LOCK 2,�or 19 or @ SHALL BE SEE ENO ` �.., 5s USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION 1' TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or C$or @ MAY BE USED AS AN INSIDE OR DETAILS ON o r E N a t x L u P 0 R v w x SHEETS OUTSIDE LOCK,ATTACHED TO @ or,@ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. 18 TYP. FULL n M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS n F & Wf HEIGHT. 5' T - ii OF CORNER OR(6 TOP AND BOTTOM IS COMPLETELY MANDATORY. rvunatm xDlw CENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES: 12 al as�+�an• m+10'+:i�oa �' 1. SECOND ALTERNATE TO MANDATORY CONDITION 01 VALID ONLY FOR HV'T'LOCK(gip AND CENTERMATES!28 AND ONE ALTERNATE NV'T"LOCK I!*MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 2$FOR ANY SPAN AND 151�' 10+ 17+ - +1 J Da INSTALLATION AT ANY ELEVATION.ATtRNATE LOCK @_tAAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � OF LOCK(O INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0 -() * - -R -07 -C8)- CONNECTED TO CENTERMATES @ AND @ Wf 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32" �+ aR13--T g m,{�+ ia„ WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x)5f8"RIVNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ABOVE AND RFI OW?At R�109 Ow -13 Da 1 s+C5`-x0--C+�A1 *NOTES ON HD LOCKS & CENTERMATES: � 1. (� (" a ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL () HV BLADE SHUTTER ELEVATION HV LOCKS 4108 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE RD LOCK(R MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK(B TO 3@ IS W/3(T8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 3@3 AS SHOWN ON SECTIONS HDB-HV AND DC-HVC,SH}E,ET 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS,��J)IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE igh elocity Hurricane one) 1 t1\� :,.•••. /�.'"� Q 2017 EASTERN METAL SUPPLY,INC. 1 V ��� 'sF•.` BERTHA HVTM — ? -` — A A■ Accordion Shutter System ■ ■ ■ H.V, BADE#1 W/OR W/O N,V.WNDOtV MADE American Shutter Systems REV.No DESCRIPTION DATE ORAVM BY: ALL 71LLIT TESTING & ENGINEERING COMPANY OF ; Association, inc. OLD IS-Deo /02/17 DATE: 0e/02/17 +�' •.j:/n ^ �'`�• 6355 N.W.361h.St.,St..365,VIRGINIA CIi0a1S,1RORiDA 3376 4268 Wast Roads Drive '-•-+--vr+ 1 Phone (305)871-1530,Fox:(305)871-1531 2 DRAWING No tri p�...,. •• T11 a-mat.VII—Out— West Palm Beach, FL 33407 3 ._J/�+Y�L•G� 1174 EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 j 17-122 �Y WALTER A 1ILLR Jr.P.E. P.E.-S€AL-/a6NATV1(E/DATE FLORIDA Uo.g 44167 c 5 SHEET OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK OU / PRED RIOUIRIED �1/4-0-204/4- S,S, CONCRETE CREQUIRED OI1CRETE_\ CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS SEE T )DULE ON /4'-20 (SEE SCHFDULI,5,tAON W/ I CONCRETE ANCHORSJJJJJJjjjjjj SHEETS & NUTS/0"12'O.C. (SEE SCHEDULE ON SHEET 13) 1 V : . / \\ I Min. 1/4-0-20%3/4-S.S. I . , 12*R I -C OR @FEG ED MACHINE SCREWS ----- ED F USING 1/4-20 NUTS 1/2- ------ . 1' • -7--' _,—@ O.C.OC 1/2- IIIlIt J 250"Max. E. D.- . i 13 OR 15 @ OR @ E. I r,250"Max. E.'ID.* .250, III Mo.. E�D, I T" OPTIONAL . OPTIONAL fff .SEPARADON MIN.SEPARATION i MIN TO GLASS(SEE TO GLASSON ---QOR SCHEDULE SCHEDULE ON SHEET T MIN.SEPARATION EXISTING __(SEE SHEET I I) GLASS GLASS-1 EXISTIN 1"OP-mift." SS TO G GLASS—.1 SEE SCHEDULE ON,— EXISTINGSHEET 11) GLASS-7, }' IHV WALL HEADER INSTALLATION EXIS"TING 1! v EXISTING V_ GLAS_� ON I GLASS (SEE SCHEDULE ON SCHEDULE ON_Y.17. MIN.SEPARATION SHEET ii} hii 11 FOR BLADE MR4.SEpARARON 70 CLASS CLASS I MIN.SEPARATION TO MASS(SEE EXISTING TO CLASS I ON SHEET 19 FOR BLADES(D& OPTIONAL (SEE SCHEDULE ON— i'I SHEET I E.D. • M... OPTIONAL 1/4' E.01, --,E.D., J 1/2'_ OR ED EQ i i" j '-@CR(j_4 1/4 '0-200/4'S.S. Min. LEO EQ PHILLIPSTRU LSS HEAD I/4"*-2Ox3/4"S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS MACH ANCHORS I @-@ 1/4'-20 1/420 nS 0 (SEE SCDULES ON %V/ 1/4'-20 NUTS 0 IT D.C. (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS SHEETS 13& 14A) POURED CONCRETE J SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK —_T_ =NCRETE ANCHORS REQUIRED WALL REQUIRED (g�,_-HV WALL-SIM INSTALLATION-') POU i (SEE SO ED LES ON CFj HV WALL SILL INSTALLATION RED CONCRETE-/ SHEETS 1143 L 14A) OR CONCRETE BLOCK WALL REQUIRED c ;f,-_HV-WALC`_S1CC-INSTALLATF6N NOTE FOR COMBINATION OF SECJIQNS: 1-D. EDGE DISTANCE INS ALLAT ION DETAILS I- SEE SHEET 4 FOR TYPICAL SHUTTER ASS SLY (SEE SPECIFICATIONS ON SHEET 13) SEE LIMErATIONS,OF USE FOR 2-EtOUNTING SECTIONS CAN BE COMBINED BLADE ON SHEET 19 (T) H V BLADE IN A14Y WAY TO SUIT ANY INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 'k 0 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTIA 7717L _7C 0 Accordion Shutter System I E A. .SA Ali ? S . . H.V. BLADE#1 W/OR W/O H V.WINDOW BLADE REV�N. DESCRIPTION DATE f American Shutter Systems DRAWN By- M.L. p% S ATE OF & ENGINEERING COMPANY TICCIT TESTING n.St.S'1.305.MINTINA CAROMS.ROROA 3316t Association, Inc. I OLD 15-080 )5/02/171 "E' 08/02/17 6115K('l titPNVl.35t 4268 West Roods Drive 2 Phan.:(305)671-1530.Fax;(305)871-1531 DRAWING No -61:lift..C..L West Palm Beach, FL 33407 ..........- \\% 1 3 ES-00067 9 Phone: (800)432-2204 Fax: (561)209-8380 4 WALTER A IL 701V vlo�I " Ti 1?—Z 22 41,067 5 SHEET POURED CONCRETE ANCHORS i l<N SEPARtDOI iIi I 1 OR II I`j1� 1-------•--i ' CONCRETE-• �—(SEE SCHEDULE ON SHEET 13) m Orss( r REQUIRED SOEWtE CS1IT ux s�uaml I n: 'rn j SLAB F Lav e04¢oinE li I I CLASS EDGE OF uN.SEnaWnON nT I \ r It ---------ED." APAUCAHCE f I I; • A"�T1t) i TO GEDSTRG EXISTING (SEE SCHEDULE ON ETGLASS- GLASS- SHEE1 NI 1 nJ ALTERNATE'-� ' ( 610x3/4"HEX -E4ANCHOR II r VlASHER HFA Q:I O X LOCATION I I III TEK SCREWS 6' 11 OR)3 oR 15 a/B la( N: 1z'D.C. i I t i EXI c J I I t N fig• CONCRETE ANCHORS G S-' ' (SEE SCHEDULE ON I SHEET 13) I ED I.I EO J. EDGE OF SLAB IF --+ I I I�,I S0 LAB�F ! APPLICABLE GLASS ? EDGE�F� / 1/2"-t -1' EDGE OF f r /I- .r WL SEPAPAMO`T I.t APPLICABLE / LIQ. E.O. SLAB IF ( j APPLICABLE J {f4 ff�1/ ' AP LAB IF E /f TO GLASS(SFE ')i 7 / I i I E' srm,6E o:l(SIIEEr I: PDURED r I . taNS47t9 YCR 1 OR CONCRETE ' ( E.D. aADEs(iJk® REQUIRED~ E.m D.w� REQU RED) 1FLAT HEAD CONCRETE ANCHORS CONCRETE) FLAT HEAD CONCRETE ANCHOR) (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET id _. _. __-w_._..____ _ ----_--- 11 TRENCH INSTALLATION -' _NV FL"DOR'--INSTALLATION rtfi. �_HV WALK-OVER_INSTALLATION'' s^�t,,i_HV'`_CEILING-�INSTALL:AT10N;i _ �..- - vauD ONLY FOR UP TO +70, -75 PSF A.S.D. _ DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4,SHEET 11 t a Tocuss 1` 1l 1 1 1 (S H U S H I- "-tom sa"oAR4 MIN.SEPARATION SHEETS 14& 14A} EXISTING sHCGr 1t) !I :! TO GLASS I 'rfl EXISTING , IX"STIN--I w io cP To" 1 CLASS i _ 1 t (SEE SCHEDULE ON- --Z.'J G�'`S— MIN.SEPARATION SHEET 11) TO GLASS ,; (on sHGeT n) I I _ _ 0- 7_(SEE SCHEDULE 4/S t 4 mY EUtLT T 1F vr/ / t AMNCEO TlIREADFOAM t 1 1/4 sHELT 11) I TE :OL07Y OR I/4•0 FOAMS I 1/4" I r•1 i 1 1 i rMAX. i r1` Thi F TAPPEER+ANCHORS W/ MAX. i 13 OR 1 rJ I # I I• #10x3/4"HEX O.C.F R UP TO B'-0•SPAN u:0 a I 'A, O E D. 1�1 _ t WASHER HEAD 4.0. FOR SPATS LARGER Tn;N It 11 I, kIN. le' A ' 6•-0 VP TO 8'-0`NAX APPLY a I L.. TEK SCREWS E.D.' t•t c Al EVERY FASIENDT 1 ( 8 IIi I I: (rn.J NONE tt ON SHEET H #14x3/4- HEX HEAD ;! i 1•7 3/B" �"' #t®3f4'5,0.5. I 1 3/8" 1� Itl I Ff)R u-ATIaNS)�rl'X 3/8" 1`IAAX TEK SCREWS 0 9`O.C. , i I ----- r'�� OR 1/410-20 S.S.M.S. I CONCRETE ANCHORS y 1 2 ----y- 6 'U 3/8 ."�-�9`0.C. I j _ ___ I iIi t/4 i�i s Y!/NUT 0 9'O.C. r-(SEE SCHEDULE ON / _ �_..___ Max. _ 1 j SHEET' 1OR 4) i ('✓ 1/2 •I L • ---rf .+I � 1/4-0-2w/4'SS MS '1 {' (h t l t7R $ I \ (1 •.I1, ^USING 1/4--20 NUNS 7%8"-»�-T 7/e" I� 5 -CONCRETE.St•7CH0.R5 •• #14x3/4`F.H.S.D.S I i�' •• a t2`a.C. �S£E NOTE 13(b} \ ®9"O.C. EXISTING NON S"IRUCTVRAL • I---=E.D. POURED CONCRETE-} (SEE SCHEDULES ON ON SHEET 1 r • 2.00'MIN. WALL TRIM(OECORATNE SEE NOTE 13(b) E.D. SiLLJ ' E.O. OR CONCRETE BLOCK SHEETS 13& 14A) POUREDCON CONCRETE= ON SHEET S REQUIRED OR CONCRETE BLOCK L- 7/L_. ' pauREa CONCRETE OPTIONAL—'I POURED) EDGE OF K.t .HV_WALL-•FL`06R-*INSTACCATION REQUIRED •• REQUIRED CONCRETE SLAB I' -- -- ._ REQUIRED APPLiCA13LE -'"HV""WALL WALK=bVER INSTALLATION T'g) HV RAINGUARD INSTALLATION t -- ______ __ _ __ — :M)KEYSTONE MOUNTING INSTALLATION MMOA M AS.D.DESIGN PRESSURE 164.-72 pa! NOTE FOR COMDINATNYN OF SECTLQNS: •�THIS INSTALLATION SHALL BE MAxIM M SHUTTER SPAN 8'-0` t E. D. = EDGE DISTANCE REMOVABLE t4HEN PERFORMED ♦ SEE UTAI ATONS OF USE FOR INSTALLATION DETAILS W H V BLADE I-SEE SHEET'4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 73) ADJACENT T4 AN OPERABLE EXIT (� 1 ASSEMBLY OR ENTRANCE BLADE iA Ott SHEET t9 2-MOUNTING SECTIONS CAN BE COMBINED FLORIDA BUILDING CODE (High Velocit Hurricane Zone) IN ANY WAY TO SUIT ANY INSTALLATION, % Y 1111/1�•�� 2017 EASTERN METAL SUPPLY,INC. ...........cFr� - �y BERTHA HVTM sF a —_ ASIA ? Ti.�E a ,... A.S.S.A. KV.BLADE#1°w Shutter/ System American Shutter Systems REV.N. DESCRIPTION DATE IORAYN BY: ILL Ar•YTcc TILLIT TESTING & ENGINEERING COMPANY )TATE Vi' Association, Inc. I OLD 15-080 /02/17 DATE: 68/02/17 4 65353 N.W.ardh.Str Ste.305,NRGEYG GARDENS.FLORIOA 33t6 I 9 ti 4268 West Roods Drive 2 Phase 1(303)871-1530,Faz:(305)871-1531 DRAWING No -it' �UI•(IUlit e- E:tUteaattaol.eom West Palm ©each, FL 33407 3 y...•.••.•"•`� I4 E8-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 WALTER A TILLIT Jr.P.E.P=E:SEALJSlGMA RE%DATE FLDRIDA Lla.#44167 5 SHEET 6 7 OF 20 SEE END WALL CON ECTION DETAILS ON SHEETS 10 IS SEE NOTES ON LOOKING RODS @,HV LOCKS®ort (001, H FT 5� EXISTING GLASS SLADE SLACK DETAIL HVFF 19 VAUDSFBR ALL F0—U T� IN INSTALLATIONS WZ �D HV AND ALTERNATE 14V LOCK BEWDEWy-)HV Q Y ENTERMATES CENtERMATES APPUCATION WITH BLADECD OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & I --------------------- - ---------- ------------ 3 1/4- 7' 6 1/2- 7" (6063-T6 ALLOY) 1., 1 @. @-@-(@-@'@/' 0" SING O ANGLE V11(2) 7/c^,.T-CO. _1/2- SYMMETRYCAL T ANCHORS :. CENTERMATES CENTERMATES MIN SEPARATION (TOP/BOTTOM)&-_ E RATION (4)FIO.Ilr SM.S.To BE #1 .3/4*SMS 0 12' i W1 HV LOC GLASS W1.HV LOCK 6V TO AT EACH ANGLE.(TY D.C.FULL LENGHT. or (SEE SCHEDULE 111, P) SHEET 11) IN LN -&-------- ---- -------/--- -------- >1 I/'21 L—11--L 1/2' 2- ' I ` 0 4 1 1 j I % ox �qq ro-07T L HVQ HVIC @.@.x@ @-e 0- HVA @ 0.(�).@ @a. POURED CONCRETE OR -LryZ EXISTING CLASS CONCRETE BLOCK WALL ECU e L------------- SYMMETRICAL (D--(ff-7@ F(D MIN.SEPARATTON CENTERMATES TO GLASS --- 7 t8 9-+ GLASSI . '-Q 1 6-6.@-(1)+ (SEE SCHEDULE ON @aR 9 EXISTING FIN b .R W/ HV LOCK Q6 OPTIONAL SHEET 12) (INTERIOR) SEPARATION TO GLASS OPTIONAL (SEE SCHEDULE' [ I 7N ON SHEET 11) ------ (INTERIOR) A� —-—-—-—- —-—-—-—-—- CONCRETE OUT ANCHORS 0 16*O.C. 01=I n3 VARIES 'k/ t N& \V 90, OUTI 6 1/2"MAX. SLACK OUT D (EXTERIOR) HVE HVF** HV FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTIJ Accordion Shutter System 77 V RV. MADE#1 W1 OR W/O RV. WNI)ON ELADE 5 q�6 , A.S.&A American Shutter Systems REV.N. DESCRIPNON DATE DRAWN BI-. M�L 'a TILLIT TESTING & ENGINEERING COMPANY W.361h� 7 0355 St.,St,.309.MROINM GARDENS,FLOROA 33114 Association, Inc. I OLD 15-080 08/02/17 DATE: 08/02/1 't, 4265 West Roads Dfive tL (305)871-1530.Fox;(305)871-1531 2 ��e' U R W!'.' --l.Wit...O.W.— West Palm Beach, FL 33407 DRAWING No '�9 S. ......... EB-006719 Phone: (800)432-2204 . Fox: (561)209-5300 4 17-122 \-,o VIALTER A.TILLIT Jr.PF- �Nlyl€-WVAXRfYDATE FLORIDA Uc.it 44167 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK ft HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 HV BLADE SEE END CQNNECTION DETAIL ON SHEETS 10.A 18 INSTALLATION n HV BLADE VUT IN j�EXISTING 6ADEoS AG(DEfNL NVF,INDICATED ON SHEET 8, Wf HD CENTERMATES ( - ! ® O O O AS WE(t.As UNtYRSFL ftaACNG GLADE(3)DETAR HDD-mm, a m 6 7�*8 u)Q+ 3 m INDICATED ON iH15 SHEET.AIAY 09 USED WITH THIS ALTERNAT MSTALtnnaH oETAII Hvc OWN IN THIS SHEET. SEE END WALL CONNECTION—, 3 �10•®m�•�©,�m DETAILS ON SHEETS 10 dE 18 ©`©,�m©•�m�+Q� I AND W/(2) 3Je' n�•� I (oPnoeu*i) �-* toPnD+u*y ) (TfiPjODiTouj ! `—`.'----'------------;"_--'----_,--------------------I"----j—'---- --`-- ---`- - — --- —` { (4)/t0+ln•S.us TD NBE i ,f'/Io0/s's-m.s.o IY It I hw♦ /f O.D.FULL lfNGw. IN AT FrLN rT1G(E.t`•f 3O HV T" (� 1 PIN5H(TYP.) T e,\I FINTOy (EETOyaLLn1AEI 5 �) 3 LOCK (INSIDE) j Q ON sx¢ T) r I _ _ ! t -q- --L - : ----- ' -------------- — - — — -- g / ✓ 2a zs t 1 — 1 ® / 35 aU( 31oR32 .33 3i DR 32 31oR32 ti31aR� (� i/4" 0-20 x 1 1/2" S:S.M.S. 4 35* I ;oPTrowv7 SEE NOTE 6 FOR HV LOOK�:J W/ 7/8"0 x 3/32" WINGNUT. (oPnom)HDB-HVB OUT MDC-HVC "T•LOOK,ON SHEET 5. (9 HV "fi" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES HVG* W/G! LOCK EXTERIOR) W/ LOCK (INTERIOR) SERIES 944{AWIANUIr (2024-T3 ALLOY)LARGE FLANGE THIN Q-9-0. -(9) iD*@3¢' SH£ET NUI6ERT,PART/0620, tD+�u©•�u©•©a AS MANUFACTURED BYAVOEL CHERRY � TE%TORN,PARSIPPENY,NEW JERSEY l:./+(v V�•©m®•ll(� `®u 07054 OR EQUAL A^� .3 2 NOTES ON LOC 0110 RODS p k"(D l00 S aV SNEEf 5 'V ``- UNM1'EI+S L FLOAnN0 OIAOE0 Dam NOD-MA M VAuO FOR ALL CDMWRES OPLMAnaVS NOW ELADE QL HDD—HVD•� FLOATING STACK t,rrrxuarr��� FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11tTt '�r.0'•••• •���� 0 2017 EASTERN METAL SUPPLY,INC. icENs BERTHA HVTM A,NC. s,�s,�a,� Accordion Shutter System /77TMEME'co , RV. MADE#i w/OR w/D RV.NANDCN!BLADE ^O t S V li ' American Shutter Systems REV.NO DESCRIPTION DATE DRAWN SIT; KL.of �} e TILLIT TESTING & ENGINEERING COMPANY �} •.•�'i •i � 6335 N.W.i`, 36th.56,stx.365,NRGINR CAAOENS.TLOR.OA]]T6 Association, inC. T oto Ts-Deo 8/02/1 DATE: 08/o2/17 Phone;(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING No (t • (, 1 ¢-mal:(itt¢¢a@¢¢!.¢am West Polm Beach, FL 33407 3 TJ/ •• • \�� Ttt EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 OVAL E0 0" WALTER A.TILUrr Jr,P.E. P£�"5£AL/,S,<G(dAR)R2yoATE FLORIDA u¢.g 44167 5 SHEET 6 9 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE C OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED —EXISTING CLASS —EXISTING GLASS CONCRETE ANCHOR EXISTING CLASS —-1——_r r —2 MIN— EXISTING GLASS > 0 16'D.C. MIN.SEPARATION _J_ TO GLASS(SEE `1�---2'MIN.— < N.SE, SCHEDULE ON SHEET MIN.SEPARATION WIN.SEPARATION ED ED TO GLASS(SEE 11 FOR MADE(J)ANO I To GLASS(SEE TO GLASS(SEE SCHEDULE ON SHEET 1/16-xx-MAX. ON SHEET 19 FOR SCHEDULE ON SHEET SCHEDULE ON SHEET 11 FOR BADE(RANO BLADES 10&0A 11 FOR BLADE OAND ON SHEET 19 FOR (6063-T6) CONT. ! 1 11 FOR BLADED`)" SHEET 19 FOR 19 FOR (LOCATE AT ASO&Q) ALUM.CLOSER BLADES :BLADES 01 EITHER SIDE PLATE.(LOCATE 1/2" i I t OF AT EITHER SIDE MIN RMN OF& I MIN, J0xI/ `h USE I-OR 2"MAX. 21 S*M'S. (AS APPLICASLE)x2"Xl/B"xQ'-2" #10.1/2"M.S. v ALUMINUM CUP ANGLE 0 16"D.C. < 0 1 O.C. -—-—-—<� kill (6063-T6 ALLOY)AT MIDHE(GHT Aji (1)J10.1/2'S.M.S.T004&/ (2)1/4-0 TAPC TO DNS ANCHORS 1)OR dX_ WALL AT 1*O.C. SIDE CONNECTION 1 0 1 0R SEE DETAIL X FOR (LOCATE AT R dX EITHER SIDE OF(D) 1 (�l OR�@� SEE DETAIL X FOR OR R Qy j Ta TRACKS SIDE CONNECTION (4)-&0.7-C«10•q@- SEE DETAIL X FO&j 4 010 TO TRACKS SIDE CONNECTION @0 77152P9 0.0- 3.-US-@'.'N-83, TO TRACKS "o). @ &07 -@-(D-C7@- (D-(D 07 . ce,-CIS,-08-.08 @51-1-28-Cln,• 8w8.07 08- Q-@-09 C3-13-05 @) (1],+•C 01-al .05_(E)-(CZ END CONNECTION DETAIL(D END CONNECTION DETAIL -END--CONNECTION--DETAI END CONNECTION DETAIL 40 POURED CONCRETE OR 4- REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" —EXISTING GLASS CONCRETE BLOCK WALL GLASS REQUIRED ------------ -------------- MIN SEPARATION MIN,SEPARATION S.M.S'L TO-MASS(SEE y ----------- TO MASS(SEE 0 16'D.C. \ _'> -_----- /^� ON SHEET BLADE @AND CONCRETE 1/2"MIN. o.C8)OR CIJ)OR SCHEDU ON SHEET I i FORLE I I FOR MADE(DAND -------------- ------- 0, N SHEET 19 FOR ANCHOR 0 r--j ON SHEET 19 FOR BLADES CI I&@A) 1� 12'D.C. BLADES & 4 ------ - ---- @ 0 R 1103 ON(L4 0 F.CI!5'0 r CONCRETE— 50 ANCHOR 16" V D.C. MIN.— "I I El 4 T, 4_ L 19:_lj1N. 2 IN. 2'iAIN. + SEE LIMITATIONS OF USE FOR BLADE(g)ON SHEET 19 (G,OR 13 VIEW Y 5) 1 1 CRE3 — 11 —1. (CO R ts<' PLAN 0R C12J 1 OR 1 DETAIL X L POURED CONCRETE -1. g.&0-C, C'E'. 6-16-6- CONCRETE BLOCK WALL N @ END INSTALLATION REQUIRED C10'. @-8).6- (6) C7) r&- - ©.0.r -0.@- (1) BY BLADE OR AA) BY WINDOW BLADE INTO 5) OR tA' A- C51,@-Q3, 07 CONCRETE OR CONCRETE BLOCK WALL. END- ECT116N'�UCTMHL�(�) CONNECTION DETAIL60 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ........... 0 2017 EASTERN METAL SUPPLY,INC. /7 BERTHA MVTM IL E 'T c'o ., A.S.S.A. Accordion Shutter System H.v. RADE#1 W/OR W/o Kv.W"N MAX American Shutter Systems REV.N. mscwpnou f DATE OM44 By.- fl.L. TILLIT TESTING & ENGINEERING COMPANY 13 • 07) IZ oFsociation, Inc, I OLD 15-080 08/02/17 OATS 08/02/17 355 N.W.1Z61h.SL.Ste.Z05.MACM GARDENS,FLOAVA 3316t Ph- (305)871-1530.Fa.:(305)871-1531 4268 West Roads De,. RID West Palm Beach, FL 33407 2 DRAWING No 0 it E8-CO06719 Phone: (800)432-2204 Fo.; (561)209-8380 70 WALTER A,TILUT Jr.P.E. 4 17-122 FLORIDA UE.#"167 5 E SHEET 6 20 OF 20 _ CHEDULE #1 ; SCHEDULE #2 SCHEpU4 #�' SCHEDULE #4 NOTES* (1)L+:MAXIMUM ALLOWABLE SPAN FORA ♦ SEPARATION TO CLASS REQUIREMENTS MAXIMUM SHUTTER SPANS MAXIMUM SHUTTER SPAN*"L+" AXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) ,. RATING, "L+" OR "L ft. FOR OR ! (ft.) INSTALLATIONS OR L (ft.) INSTALLATIONS FOR INSTALLATIONS W/ ( J L-:MAX.ALLOYlABLE•SPAN FOR A GIVEN {7} SEE BELOW FOR MINIMUM SEPARATION TO RM & OF Or W ONE NSTALLATIONS W/ Opp G i T J.R A NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® ® / & W TWO HV OR & W ONE HV LOCKS THE FIRST 30'-0`ELEVATION OF BUILDING HV LOCK Or or or HD LOCK 4V CENTERMATES. 21 & / / I (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. Q / ONE HV LOCK OR OR LOCKS OR TWO 5 W/ NO LOCKING NO LOCKI RODS ® OR CENTERMATES & SPAN FOR WALL MOUN1NCS OR OR W NO OCKING LOCKING RODS @ TOP/BOTTOI ODS FLOOR/CEILING: W/ ONE HV LOCK W/ TWO LOCKING RODS / � {2) MINIMUM SEPARATION EL GLASS FOR SHUTTERS TOP & BOTTOM i SEE NOTES t,tf ODS i(SEE NOTES t,}� W/ ONE HV LOCKS OR (VALID FOR MOUNTING�U INSTALLED ABOVE TOMO ELEVATION OF BUILDING, #(SEE i(SEE NOTES j',1{) SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3", IAAXnew 1AAxIupM C NCREIE m WOOD µTpt,Nu CONCRETE&WOOD MAXa116A CONCRETE RATING,DETERMINE MAXIMUM SPAN "L+" AS.D. CONCRETE&N000 INSTALLATIONS() As.O. INSTALLATIONS O AS.D. INSTALLATIONS O A.so. INSTALLATIONS FROM SCHEDULE. ppRt DESIGN OESNN DMWI GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE PRC.SUi1E WALL MOUNTINGS PRESSURE PRESSURE FLOOR CDUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM RAmtc FLOOR/CEILING ING RATING � RARuc RADRG / MINIMUM SEPARATION O A WALL MOUNTING MOUNTING FI.00RfCEIttNG MOUNTING OR SPAN 'L-"FROM SCHEDULE T SCHEDULE: T�aa t FLOOR/CEIUNG MOUNTINGS (oa-y (+oR•>y FLOOR '/N1.MGUNTINC SHUTTER VI/ ONE LOCK WITHOUT LOCKING RODS L+ (11) L-(8) L+ (ft) L-(0) L+ (ft) L-(0) L+ (N) L-(I) L+ (ft) I L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 30 I3'-2" 16'-0' 13'-2' 16'-0" 30 12'-3" 14'-9" 30 13'-1" 16'-0" 30 13'-2" 16'-0" TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-B" 14'-10" 12'-8" 14'-10' 35 IV-9" 13`-8" 35 12'-7" 15'-7" 35 12'-8" 14'-10' BETWEEN "L+"AND `L^'. SPAN SYMMETRICAL OPPOSING 40 12'-3" 73'-10" 12`-3" 13'-10' 40 11'-4' 12'-9" 40 12'-2" 15'-2" 40 12'-3" 13'-10" (3) PROCEDURE TO DEIERMINE MAXIMUM CENTERMATES CENTERMATES SPAN FOR COMBINATIONS IN 8EIV15EN 105" 45 11'-11" 13'-1' 11*-7' 13'-1" 45 I1'-1" 12'-0' 45 11'-9" 14'-3" 45 1 l'-7' 13'-1" .1---W/FLOOR/CEfLING MOUNONGS: OR LESS 3 318'5 4" 50 tt"-7" 12'-5" ii'-7' 12'-5" 50 10'-9' 11*-5' SO �11'-6" 13'-7- 50 ti'-T 12'-5" }105"TO MAX 55 11'-4" it'-10" 11'-4" 11'-10" 55 10'-6" to'-11" 55 _11'-3" 12'-11" 55 1l'-2' II'-IG' FOR A GIVEN POSITIVE A.S.D. DESIGN >105'EO 3 7/8"3 4" 60 11'-1" 11'-4' ii'-0" 11'-4" 60 10'-3" 10'-5' 60 11'-0" 12'-4" 60 10'-2" 10'-11" PRESSURE RATING: _ DETERMINE: s USE 2 1/2"FOR HD LOCK ++�OR 65 10'-10" 10'-10" 10'-7" 10'-10" 65 10`-O" to•-D" 65 IO'-9" IV-11" 65 9'-5" 10'-t 1.1+=MAX,SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR KV CENTERUAA 70 10'-6" 101-6" 10'-2" 10'-6" 70 9'-8' 9'-8" 70 10'-7' 11'-5" 70 8'-9" 9-4" INSTALLATIONS. 75 10'-1' td-T" 9'-IO" 10'-1' rl-5 9'-4' 9'-4" 75 10'-4" 11'-1" 75 - g'_g^ L2+-MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TOGA. SCHEDULE, BO 9'-10' 9'-9" 9'-7" 9'-lo' 9'-o' W-0" s0 Io'-0" 10'-9" MOUNTING INSTALLATIONS, SHUTTER W/ONE LOCK &TWO LOCKING ROOS OR 85 9'-6' 4'-6` 9'-3" 9`-6' W-9" 8'-9" 85 9'-g" 10'-5" FOR A GIVEN NEGATIVE A.S.D.DESIGN WITH ONLY TWO LOCKS 90 g'-3' 9'-3" 9'-0' 9'-3" _ 8'-6' 8'-6' 9q 9'-5° 10'-1" PRESSURE RATING: DETERMINE: SHUTTER INSTALLATION 4Y/ INSTALLATION Wf 95 9'-0" 8'-9" 8'-9" 9'-0` W-3' 8'-3" 95 W-2" 9'-10' L1-- MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICALPO POSING 100 B'-g" 8'-4' 8'-6" 8'-9" 100 8-1' 8'-1" 100 9•-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERHATES 105 8'-7' 7'-Il* 8'-4' 8'-4' 7O5 7'-Il' 7'-11 105 W-9" 9'-4' 1.2-= MAX.SPAN FOR FLOOR/CEILING 105" 110 8'-4" 7'-7" 8'-2- 7'-11' 110 7'-8' 7'-7" 110 8'-7" 9'-2` GLINTING INSTALLATIONS. OR LESS 2 3/4""• 3 3/1 6" C) MAXIMUM SHUTTER 115 8`-2" T-3" 8'-0° T-7" 115 T-6" T-3" 115 8'-4" 8'-tY FINAL MAXIMUM ALLOWABLE SPAN IS EOUA >105"TO MAX. SPAN "L+"OR "L-" FOR 3 1/4"•'• 3 1/4" 120 8'-0" 6'-11" 7'-10" 7'-4° 120 7'-4" 6'-11" 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "L1+ "L2+', ALLOWED 125 7'-10' 6'-8" 7'-8' 7'-0' 125 7'-3" 6'-8" 125 8'-0" 8'-5" SHALL BE LIMBED TO 105 L1- AND"Lx- ss USE 2 15/16"FOR HV"T"LOCK I III/ 130 7'-B" 6'-5" 7'-6' 6'-9' 130 7'-1' 6'-5" 130 7'-10" 8'-1" Psf• DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WRH FINAL as USE 4 1/8'FOR HV'T'LOCK ER Wf 135 T-T 6"-2" T-4' 6'-b' S3S b'-it" 6'-2" iJ5 T-s` T-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATE� 140 7'-5" 5'-I1" 7'-3' 6'-3" 140 6'-10" V-11" 140 7'-7" 7'-S" A.S.D. DESIGN PRESSURE RATING DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3" 5'-9" 7'-1" b'-0" 145 6'-B' 5'-9" 145 7'-5" 7'-3" 150 7'-2' $'-7" 7'-0- 5'-10" 150 6'-7" 5'-7" 150 7'-4" 7'-0" ___ coNCRE1E u MANSORr tl000 155 T-0" W-5" 6'-to" 5'-8" 155 6'-6" S'-5' 155 T-2" 6'-9" FIN. CORNER CENTERMArE 93 MAY BE 160 W-11" 5'-2" W-9' 5'-6' 160 6'-5" 5'-2" 164 7'-i" 6'-7" USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A. B, C, D, E, M. N, 0,P.O,R. 161 6'-10" 5'-1" 6'-8" 5'-4' 165 6'-3' 5'-1" 165 7`-o" W-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S&V. 170 6'-9" 4'-II" 6'-7" 5'-2" 170 6'-2' 4'-ii" 170 6`-I 1" 6'-2" MANDATORY CONDITION A2 NOTE#'5,SHEET 5, FLOOR/CEILING 175 W-7' 4'-9" W-5" 5'-0" I75 6'-1" 4'-g" 175 W-9" 6'-0" G. H. I, 11 + J. T. U, W& X. ISO 6'-6' 4'-8" 8'-4" 4'-10" 180 W-0" 4'-8' 180 6'-S" 5'-10" tt EXCEPT THAT MAXIMUM SHUTTER SPAN-L+"OR"L-"AND MAXIMUM ASM. 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 SHALL BE LIMITED AS FOLLOWS: /��� -6 6'-2' 4'-7" 190 5'-FO' 4'-5' 190 6' ' S'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f• ( ) ) BLADE 4'-3" 6'-1' 4'-6' 195 5'-9' 4'-3' 195 W-5` 5'-5" AND 8'-0' SPAN, �,.. 6'-0' 4•-5" 2O0 5'-9' 4'-2" 200 6'-4" 5'-3" SEE }AOUFtTiNG M ON SHEET 7. 6'-0" 4'-3" 205 5'-8' 4'-1' 205 b'-3' S'-1" FLORIDA BUILDING CODE (Nigh Velocity Hurricone Zone) I71tt17`'`L,F�A. Tjt•''� G0 2017 EASTERN METAL SUPPLY,INC. ."ic — BERTHA HVTM a= E C a ut1�. A.S. A, Accordion Shutter System 1tL 1tir7 H.V. MADE#1 W/OR W/O H,V.W)NDOW _ADE TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION GATE oRAvrN BY: ALL y-re. W 6355 N.W.36th.St.,St,.MS.NRGIRM GARDENS.FLORIDA 3116 Association, Inc. 1 OLD 15-060 3/02/17 DATE: 05/02/17 $T ATI:{�F-7 Ph—:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 o-m.I:tiltecooaoT,00m West Polm Beach, FL 33407 3 DRAWING No F�s 1�R�[{�.✓'``(`�t11M E8-0006715 Phone: (800)432-2204 . Fax: (561)209-8380 + 17-122 —122 WALTER A.III-Jr.RE. y�AtCN,rttigy''�1q{E FLORIDA U.,#44167 5 SHEET PIL i:� 6 11 OF 20 M xA.IMUM ANCHOR* SPACING (in.) scHEDULE FOR A GNEN mAx. SHLIT?ER SPAN. ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD D AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATiON$ TAPCON WITH ADVANCED SEE MOUNTINGS A B.0,D AND F ON SHEET 6 THREADFORM TECHNOLOGY BLUE TAP 'If POURED CONCRETE TAPPER+ A WALL HEADER MOUNTWG' A WALL HEADER MOUNT, 6 WALL HEADERSR. .MOUNTING' .0 VIALL SILL!OUNTINC' D WALL SILL MOUNTING C&F SPALL HEADER/SILL --- --Wf --''- YJf 4 - - --WJ- - Vtf 4 }.10UNTiNG (ry _0 ( I A.S.D.DESIGN NEGATIVE LOAD ps S.. I _ - _ f A.S.D.tlESIGN NECATNE LOAD p•,N A.S.D.DESIGN NEGATIVE LOAD(p4f 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 fi0 75 40 120 160 205 30 40 60 75 90 120 160205 30 40 60 75 90 120 150 205 30 40 6D 75 90 i20 ib0 205 3,-0'• 14 112 10 1 9 1 8 8 8 6 14 12 10 9 8 8 0 6 14 12 10 1 9 1 8 8 6 8 14 12 10 9 8 8 5 - 14 12 10 9 8 8 6 54 8 8 8 8 8 B 7 5.5 QR LESS 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 19 9 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8 65 14 /2 10 9 8 8 8 6 74 i2 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 8 B 8 8 7 4•-0« 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 BJ66 12 10 9 8 7 - ^' 14 12 10 9 8 7 5.5 - 8 8 8 0 8 7 55 4 14 12 70 9 8 8 4.5 ^ 14 12 10 9 8 8 6 4 14 12 10 9 5 84 12 10 9 8 8 - 14 12 tO 9 $ 8 6 8 8 8 8 $ 8 6.5 5 *SEE ANCHOR 14 12 10 9 8 6 6 4 14 12 10 9 B 8 6 6 14 12 10 9 8 84 12 10 9 8 8 - 14 12 10 9 8858B8 8 8 7 tS SPECIFICATIONS 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 35 14 12 10 9 8 84 12 10 9 7.5 - - 14 12 10 9 7.5 5.5 - - 8 8 8 8 7.5 5.5 4 3 5'-0" iS 12 10 9 8 5.5 - ^ 74 12 10 9 8 8 4S - 14 12 10 9 8 84 12 10 9 5 3 14 12 10 9 8 7 8888 8 7 5 4 ON SHEET 13 14 12 10 9 8 8 4 - 14 12 10 9 8 8 e 3.5 14 12 10 9 8 84 12 10 9 B - - 14 12 10 9 8 7.5 - 8 B B 6 8 7S 5.5 4 14 12 10 9 8 55 3 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8472 9.5 7.5 4 - - - 14 72 9.5 7S 65 3.5 - 8 8 6 75 65 45 3S14 12 ,0 9 e14 12 10 9 8 8 14 12 10 9 8 8 4 12 10 9 4,5 - - 14 12 109 7.5 4 8 8 8 8 7.5 5.5 4 3 12 10 9 8 S' - 14 12 10 9 8 8 4 14 12 10 98 84 12 50 9 5 14 /2 iD 9 8 45 - 8 8 8 8 8 5 4S,7,-0" 14 12 10 9 8 4 - 14 12 10 9 5 6.5 3 - 14 12 10 9 B 8 4 12 6 4.5 - - 14 12 8 6.5 5.5 - - - 8 8 8 86 5.5 4 3 14 12 10 9 4.5 - 14 12 10 9 8 4 14 12 10 9 8 7 4 ^-14 12 10 5.5 - ,4 12 10 8 6.5 - 8 8 8 8 6.5 5 3.5 14 12 TO 9 7.S 3.75 - 14 12 10 9 8 6 14 12 10 9 8 8 6 - 14 12 10 6 - 14 12 10 &5 7 8 8 8 8 7 5 4 8,_0. 14 12 10 9 5.5 3 - 14 12 10 9 8 4.5 - 14 12 10 9 8 8 - - 14 11 7 - - - - 14 ,1 7 55 3.5 - - 8 8 7 5.5 4.5 3.5 - - 14 72 10 5.5 3 14 12 10 9 8 14 12 10 9 8 5.5 - 14 12 &S 3 14 12 8S 7 4 8 8 8 T 5,5 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 75 4S - - - 8 8 8 7.5 6 45 - SEE LIMRATTONS OF USE FOR 14 12 l0 6.5 4.5 - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9S 4 - - - - 13 9.5 6S 5 - - - - 8 8 6.5 5 4 3 BLADE lA ON SHEET 19 9•-a« 14 12 85 4 - 14 12 10 9 4.5 - - 14 12 10 9 7.5 - - 14 11S 4.5 - 14 11.5 7.5 6 8 8 7S 6 5 4 14 12 10 6 4 - 14 12 10 9 7 74 12 10 9 8 14 12 S - 14 12 8 8.5 - 8 8 8 6S 5,5 4 10'-0" 14 t2 9.5 5 3S - - ^ 14 12 10 9 5S - - - 14 12 10 9 8 - - - I.S 8.5 - - - - 1.5 8.5 5.5 - - - - 8 8 55 4S 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.S - 8 8 7 5.5 4.5 3.5 - 14 t2 9 4.5 3 14 12 10 9 5 14 12 10 9 8 14 11 14 it 7.5 - 8 8 7S 6 5 74 12 T - - - - i4 12 10 - - - - 14 12 10 - - - - O$ 8 - - - 0.8 8 5 - - - - B $ 5 4 3.5 - - 14 12 A 14 12 10 14 12 10 2S 9S - - 125 9.5 6 8 8 6 5 4 3 t4 12 85 74 I2 10 74 72 t0 3S 70 l4 f0 7 B 8 7 5.5 4.5 12•-0" 74 12 5.5 - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9.5 7 - - - - - 9.5 7 3.5 - - - - 8 7 4.5 35 3 - - 14 12 3 14 12 8 14 12 10 - iS 85 - 1.6 8.5 4 8 8 55 4.5 4 14 12 5 14 12 10 - _ _ - - 14 12 10 - _ _ - 2.5 9.5 - - - - - 13.5 9S 4.5 - - - - 8 8 6 5 4 - - - 13•-0" 14 12 - - - - 14 12 - - - - 14 12 - - - - 9 4.5 - - - - - - 9 6.5 - - - - - 8 6.5 4.5 3.5 3 =_ - 14 10 74 12 14 52 0.5 5.5 - I05 8 g g 5 q 3.5 - 14 12 - - - - - 14 12 - - _ - 14 72 - - - - - - I.5 . - - - - 1.5 B.5 - - - - 8 8 5.5 4.5 - - ^ 14'-O« 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - 8 3 - - - 8 6 - - _ _ - 8 6 4 3 - - - - 74 7 - - - 14 12 - 14 12 - 10 4 - - 10 7.5 - 8 7.5 LI1I BLADE OR HV BLADE 14 12 - - - 14 12 - - - 05 4 - - - - - 10S 8 - - - - 8 8 5 4 - - 4:w '-(V&14 - FLORIDA - - 14 !14 4 'S - 7.5 "- 7 0�41 66 - - - - 14 - - 4 - 5 3 - > fHV WINDOW BLADE 74 70 - 10 4 - - ^ ' _ - - - ' - _ - - - - WORKING I� U1<IISON 14 - 8 - - 8 - - - BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HvTM x � � Accordion Shutter System � / - ® i N" . . H.V. BLADE#1 w/OR W/O H.V 1MNDOW MADE �. American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L YtE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. ptn 15-0 e0 $/az/n DATE: Dg/o2/n STATE df 6355 N.W.36tH,SL,Ste.305,YRGIIIIA GARDENS.FLOeDA 3316 ;h �Q 4268 West Roads Drive DRAWING No • 46! Penne:(345)870-1539.Fax:(305}871-7531 West Palm Beach, FL 33407 2 0131- '6V 1,11' c LT E8 t00067Oi9Lmm 3 17-122 •"«"f�1 •.•-,,,,• �'C' Phone: (640)432-2204 Fax: {561}209-8360 4 t1}t[(} VIA LTER A.77LL(T Jr.P.E. 1jEjl( �lA FLORIDA U../j K767 5 ' ` /D 6 2 OF 20 to SPACING (in.) SCHEDULE FORA GIVEN MAX. SHUTTER SPAN, A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE I OAD AND A CORRESPONDING MOUNIING TYPF FOR CONC I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS.- (A) TO EXISTING POURED CONCRETE.(Min.Fc-3 kN) f'@-AL - 1 C-LtCLLh��T�wg (�CflgNi�_a0_UFjflN_d', @_FL0(5R7ff6lJRTTNG ANCHORS SPACING IMENT) 1/4*0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.f'c-3 k.T) - /4"0-3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Mi..f'.=3 lai) TAPCON WITH ADVANCED - tf4.0 BLUE TAP CONCRETE ANCHORS Wf CA9 AS}FANUfiACTUREO 8Y FLORIDA F/STET7£RS OfRECT,(NC.(ISin.Fc 2 ksi t)�-TC6 75 90 W.tl r. 30 60 75 0 120 160 205 30 40 ED 75 90 120 160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED 01'ALL POINTS SCR V,BOLT&SPECIALTY 14 112 110 a a 5.5 14 12 10 9 1 d 1 3 1 6 1 6.14 -12 TO 9 8 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDORREGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. = I 1 14 a a -_r ALL POINTS SCUD-SET - - 12 10 9 6 (Mll.,Vc-3 ks.) OR LESS 14 12 10 8 8 6 6 14 12 to 9 a I a 1 6 _L 14 12 10 8 6 5 BLUE TAP W/CAP NOTES: _a_ 6 7 14 12 10 9 8 a I a 6 14 12 10 9 8 8 6 a TAPPER+ A.1)hARRAIJIM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 14 12 110 9 8 10 9 8 8 1 5 5 14 12 10 9 B 0 b o q_ 7 5.5_L5 14_12 1 3/4 AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2`. - - - - - - - - - - - - - - 14 12 10 9 8 8 6 5.5 4'-0' - - a a A.2)MINIMUM EMBEDMENT OF 1/4!�0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 6 4 14 12 TO 9 8 8 6 4.5 14 12 10 9 8 6 4 T5_ 8 6 6 4.5 -0 LONG MI MUM STUCCO EXIST,AN 14 2 10 9 a 5 -;.-s 14-12 iii -9 F g 6 Y5_-1-4 _12-TO 9 INTO STUCCO SMALL BE PERMITTED. 1/4 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2 NI. SHOULD S D *8SEEDUUM 1. 14 12 110 9 7.5 5.5 3.5 .14 12 1 8 8 6 5 14 12 TO 9 8 1 7 5X 4 D VUTONS OF I MINIMUM FOR WALLS WITH NO STUCCO. .1_ .1_ - - - - 14 12 1 E ON SHEET To '3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR -0. 14 12 0 a 7 4 114 112 10 9 a 6.5 5 1 L5_ !2 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON ,a 12 8 7.5 4.51 14 12 10 9 8 8 6 14.5 . 1%5 NOTES A.1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 10 9 14 12 4-5 L75 1 12 9.517.5 4�5 1- 14 12 1 _2_ 8 2�5 5.5 4 14 112 10 1 9 1 8 1 6 4:5_2Z INSTALLATION INTO EIFS%WTH METAL STUDS SEE SHEET 28k 6'-0' - - - - - - 1- - -- - - - - - - - 14 112 10 1 9 1 8 6.5 5 3.5 14 12 10 7.5 6.51 3 14 12 10 ILS 7 15.5 4 3 14 It2 8 16.5 18.5 4 3 - (9) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1 12 10 a a 6 1- 14 12' 10 9 8 JO.51 5 3,75 14 12 10 8.5 8 - - 1/4*0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. 14 12 8 6.5 5.5 3 [_7_ 14 12 To 9 8 16.5 4.5 3.5 14 112 10 1 8 7 5 3.5 3 1/4m0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' - - = - - - -- - - - - - - 14 112.10 1 9 5,5 4 3 1/4"O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 11 111 Is S.5 4 1- - 14 12 9 7.5 6 4.6 3.5 - 14 110.51 7 5.5 4.5 3.5 - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 10 6.5 7 4 1- - 1-4 _f2_ 10 _9 _f-5-0- 4 - 14 112 1 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4.5 - - -il4 12 10 9 ?'S SS - 14112 1 9 7 6 4.5 3 - --- NOTES' 81-0- 14 12 10 8 6.5 5 3.5 - 14 12 8.5 7 5.5 3 114 12 Ill 6.5 !L5 4 3 1 _6 3 - ILI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON WITH -T--r - 14 12 8 6 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 14 12 1.5 2.5 6 - - - 14 12 9.5 a 6.5 5 13 9.5 6.5 5 3.5 - - - 14 12.. 10 _.L 65 5 14 12 8 1 5 4 8.2)MINIMUM EMBEDMENT OF 1/4'0 1,3/4*ALL POINTS SOLID-SLY ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO --- - -- - - - - - - - - - - - - - - 14 12 8.5 7 5.5 4 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 1 7 15.5 5_3.5 - - 11 -8 5.5 4.5 15 - - - MST,AND I'MINIMUM FOR WALL$WIIH NO STUCCO, 14 12 8 6.5 4�5== - 14 12 8.51 7 5.5 4 - -_ 14 10.5 7 5.5 6 4.5 - - 115 84 5.5 4 - - - - 14 12 9 7 0 4.5 1- - 14 11 7 15.5 4.5 3.5 B-3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE M5YNG WALL OR FLOOR. lo-O" - -I-I- - -I- - -. - -I- - 14 12 8 6 5 ±_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON _f4_10.51 7 1 5 3.5 - - - 13 19.5 6.5 5 4� 3 10 7.5 5 4 3 - - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 7 6 5 MOUNTING G A i4_ft HT. 0. 12.17 714 IT 6 7 5*5 7 4 .S .6, 1 2 1 2 1 2 1 2 1 2 1 2 t12 C .5 '5 To 4 4 i.5 4 '2 1 3 1 4 1'. 1 4 T� 4�5 14 11 17.51 55 - - - - 14 111.5 9 IT 5 4 - &5 95 1 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 70,5 8 1 5 1- - - - - 14 12 8 6.5 6.5 4 - 13 110 16.5 5 4 3 - - - - - - - - - - - - - - - - 14 110.51 7 5.5 4.5134 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9S SZ 5 - - - - - 12 9 6 4.5 4 3 9 1 7 4.5 3.51 3 T4_ 10 7 _Z__Z1_4 TO-5_r 15-4.5 - - - 1.5 8.5 6,5-4.5 3.75 (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 ==TF M 7.5 6 5 - - -_ 1 9 6 4.5 4 - - - - - - - - - - - - - - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 111.5 8.6 4-5 6 5.5,4 3.5 1 6 1 3 - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR C D.LESS THAN THE INDICATED.REDUCE 32 9_5 a - - - 1 13 9.5 6.51 5 4 5 4 - - - - ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 6.5 9 14 10.5 7 5.5 4�5 - - - 11 8,5 6.5 4.5 3.. - - - - - - i2 0 6 4.5 4 - - - FACTOR 13!-0- ACTUAL D.5.a. I- 1 10 17.5 6 4 3 74 64 4 3 - - - - EDGE rAPDON W1 ADVANCED WEADFORM TECH ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 125 8-9 - - - - - - 12 1 9 9 4.5 4 - - - 95 7 5 1 4 - - - - MIN.SPACING MIN,SPACING S-'.75 3 4 3.S J12 S-5 r I "S IT x Ts_ 4 8 6 13 9�5 6.5 5 0.5 7.5 5 1 4 - - - - In HV BLADE OR EDGE - 11 8.5 15.5 14.5 E.D. 3' 4' MIN.SPACING 3 1/2" MIN.SPACING 3 3/4* e L - - - - - - - - - - POURED CONCRETE& POURED CONCRETE& FoURID CONOM 14'-0" - - (D HY BLADE WZ PORED CONDIFIE COMM BUCK CONOME a= 10 - - -- - - - - 9, 7 4.5 3Z - 7 5 1151 3 1 CON 'EBLj02 CONCRETE BLOCK MR F.D. 3 1 MR E11=2 I 71" VR FO.-3 1/2 MR FD,-2 1/2 CE �K 111.5 a I- - - - - I 1 8 5.5 4.5 - - - - 9 6.5 14.51- I- - - - (1& HV WINDOW MR.ED,-3 BLADE WO a, I[L90 1.0 D.78 1.0 0.84 1.0 12 9 6 - - - - - 7.5 9.5 WORKING =-7-- - 1 - -I- - .1 i 15'-D" 10.5 2 1/2- 0.81 110 0.67 1.0 6. 65 5 1 3 - - - - - IN UNISON 2' 0.71 - - a 5 -- - - - - - - - - 2-1 - 0.51 1_0 ir's 6$4 1 _:_ 7 1 3/4' a,,91 0.43 71 1_7r 1 0.35 !7 7��j- I- I 1 1 4 9.5, 19.51 7 1 5 1- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. 4), E BERTHA HVTM Ti L A. .&A Accordion Shutter System S H.V. MADE#1 W1 OR W/O H.V.WNDaW MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L Association, Inc. I am IS-080 08/02/17 DATE: 08/02/17 k 13355 H.W.361h.St.,St..305.VIRGINIA OARODIS,FLORIDA 3M STATF np -- .1. 0 P hano (305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 '-.A '..' - .-M tiftxcoo-l'oo. West Pohn Beach, FL 33407 DRAWING No • 0 ES-00 67 9 Phone: (800)432-2204 Fax: (561)209-8380 -4 4 RID� 101 3 ....... I 111 07-122 WALTER A.TIL Jr,J P.E. FLORIDA # 0 U,,Lrr 4067 5 KTE SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SH UMR SPAN, A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INA I_ l_ATION5. (SEE MOUNTINGS I,J.K En'CN(� vri k POUR CONCRETE _ ANCHORS SPACING I EG ND 1YALK aIf)TR liA10 C�..W._...+a4SJNDNO. .__-. J�RAINGUARp MOUNTING (�WALL/Ft40ft'ttOU.'4TING' .Q WALLfYtALK_OVER idOUNTiNG{ SP .D IG N GA LOAD(psf) A. D.DESIGN NEGATWE LOAD(p S..DE IGN tiE L s S..0 IGN NE 4 L sf TAPCON WITH ADVANCED (0) - THREADFORM TECHNOLOGY 30 40 60 75 D 40 60 75 90 120 160 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 6 12 12 12 12 121.5 8.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 5 12 12 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 5 5 S S 5 5 5 5 BLUE TAP R(FSS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 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 5 12 12 12 12 12 10 7.5 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 /2 /2 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 S 5 5 5 4 4'-0" 14 12 10 9 s 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 14 12 10 9 8 6 6 6 12 12 t2 95 8 6 4.5 35 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5' 5 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 5`^0' 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 55 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 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 8 12 12 12 95 8 6 45 - 7 7 7 7 7 7 5S 4 5 5 s 5 S 5 s 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1S 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0• 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 6 9' 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 B 6 6 12 12 10 B 6.5 5 .75 - 7 7 7 ] 1_5A 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 9 8 8 5 6 12 12 10 a 85 5 3.5 - 7 7 7 6.5 4 5 5 5 5 5 4 3 7•-0' 14 12 10 9 8 B 6 6 12 12 12 9.5 7 5 4 3 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 ��••� 14 12 10 9 8 8 6 6 12 70 6.5 5 45 3 7 7 7 7 5 3 5 5 5 5 5 S 3.5 3 14 12 io 9 s s 6 6 12 12 Bs 7 5.5 4 - 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 5.5 4 3 - 7 7 7 5.5 3 - - 5 5 5 5 4,5 3.5 - PSF A.S.D. DESIGN PRESSURE 8•-0• 14 i2 10 9 B 8 5 - 12 12 0.5 7S 6 4.5 3.5 - 7 7 7 T 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 4 - 5 5 s 5 5 a J _ SCHEDULE pp4, SHEET 11 14 12 10 4 8 8 6 - 12 11 7.5 6 5 .75 - 7 7 7 7.5 45 - 5 5 5 5 5 45 - A 14 12 10 9 B 8 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 5 5 5 5 4 3 14 12 10 9 B 8 - 12 12 9.5 6.5 55 4 3 7 7 7 7 7 6 3 5 5 5 5 5 5 5 9 14 12 t0 9 E 8 - 10.5 8 5 4 3.5 - 7 7 7 6 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 6.5 5 45 - 7 7 7 65 - 5 5 5 5 5 414 72 10 4 8 8 12 05 7 5.5 4.5 3.5 - 7 7 5S 4.5 . - 5 5 5 4.5 3.5 - 10'-0"14 12 10 9 8 8 - 12 11 BS 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 4.5 14 12 10 9 a e - 9.5 7 4.5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 - 14 12 10 9 8 5 - 12 9 6 5 4 7 7 7 6 5 b 5 5 4.5 5 I4 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - //""�� j/ 'Ri ONLY 14 12 10 9 8 8 - - 12 SO 7 5.5 45 - - - 7 7 7 7 7 7 J-5 - 5 5 5 5 5 5 5 d t �1 1 H V B LA✓ E b LY I 12 10 9 8 8 - - 8.5 6.5 4 0.5 3 - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - `\f/j 14 12 70 9 8 8 - - 71 8 5.5 4 - - - - 7 7 7 55 4.5 - - 5 5 5 5 4S - 14 12 10 9 @ 1.5 B.5 5.S 4.5 35 - 7 7 4.5 3.5 - 5 5 4.5 J44 12'-0.14 12 10 9 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 4S 3.5 14 12 10 9 8 8 6 4 3 7 7 5.5 4.5 3.5 - 5 5 5 3 14 12 10 9 8 - - 10 7.5 5 4 - - - - 7 7 6 5 - - - - 5 5 5 - - 14 12 10 9 8 O,5 8 5 4 3.5 - 7 6.5 4.5 35 - 5 5 45 14 72 10 9 @ - - 1.5&5 6 4.5 3S 3 - 7 7 7 7 7 45 - - 5 5 b 5 4.5 3.5 14 12 10 9 8 7 5.5 3S 3 7 7 5 4 3 S 5 5 14 12 10 9 8 - - - 9 7 4.5 .75 - - - 7 7 5.5 4.5 - - - 5 5 5 - - ^ 14 12 10 9 10 7.5 S 4 3 7 6 4 J 5 5 4 14,-0"14 12 10 8 - - - - 0.5 8 55 4 3S - - - 7 7 7 7 7 4 - 5 5 55 4 3 74 12 10 9 - 6.5 5 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - 8.5 &5 4 7 7 5 4 5 5 5 4 14 12 10 - 9 7 411 35 3 7 5.5 3.5 - 5 5 3.5 3 15-0"14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 3 14 12 10 6 45 3 7 7 4S 3 5 5 45 3.5 - 14 12 10 8 6 Ma 7 7 5 5 5 5 414 12 10 - 8.5 &57 55 3.5 - 6 5 3.516•-0"74 72 t0 - - - - - 9S 7 77 7 63 - - S 5 5 5 5 45 3.5 - 14 12 10 6 4.57 6,5 4 5 5 4 3.5 - 14 12 10 - - - - - 75 5.5 7 7 4.5 - - - - - 5 5 14.5,- - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1111 1117�Ct i9.yl f•T� ©2017 EASTERN ticml.SUPPLY.INC. i =.r.= BERTHA HVTM _ Accordion Shutter System 1. E C 6 ,H +� �< H.V. BLADE#1 W/OR W/0 H.V. NWNDON BLADE American TILLIT TESTING & ENGINEERING COMPANY Shutter Systems REv.No DEscalPrloN GATE DxAvm ar L t•: 7 6355 fL7i.361h.SL.51,.305,VIRGINIA GARDENS.FJOR10A 3316 ASSCCTatTOn� Inc. I OLD 15-OBD 8/02/17 GATE: 08/02/17 y Pao..:(305)871-1530.Fa.:(305)871-1531 4268 West Roads. Drive.,0~' •� •`.ty 1A e-mete 6neccGaol.cam t7eSt Palm Beach, FL 33407 3 DRAWING No ��•,••.F<Q 'Q�+;•'y�111 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8360 4 t t 7 WALTER A TILUT Jr,P.E. l7�--t zL SI�Nttic@�DA?E FLORIDA Lia.p 44167 5 SHEET f 6 14 OF 20 :s .iM&IM&SI I• • 9111 RAN •: I II :.• ► • .Il Ui:► :�� •; '►.i • „i .11 �1- is ,+� Pip :l�• a �91ifCR?'u�' C.'Ulf. c II�;T�y�� 7 ^"®N' •m ®m���EL�iSli�®���� 'm pm� GstJEi�iiJ�®m�� ��iiJmmwSZllkLdaif HIM31am"In man am DD�m���O40�aQO�7n�""113KIM IM d�7000 wOmw 311131 @w7ft�miaE�l�m@DwElmwr7ffiffi�!@gQQO®ffi©@LLIIDO@0l�@@ia7iE�QJQF2�3F�il0 • IDIDmQQffi@CimIDmOt�i�iE�O� IDE7Qi�®da..."Iwo guallilmfaw7wJED==ZlmfaO@ffiw�O �. 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Ph.re t(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive '_Wl:tat-oftol... West Polm Beach, FL 33407 i . O '� ©��� L�nXIM IM nESIGN PRESSURE RATING (D.s{) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). !E� u e `OC=3-T- FZ�,�, -r FEE- SOUTHERN PINE No. 2 W/ MIN. G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1J2" MIN. COX SOUTHERN PINE No2 W/LAIN.G=0.55,, SPRUCE PINE SPRUCE PINE FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN, G=0.36 PLYWOOD DOUGLAS FIR VI/ tV .�.MIN. G=0.36 ""NullMIN, Go0.50 J MIN. G=0.43 SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N.10 I& R FLOOR MOUNTINGS M, N, 0 & R FLOOR-MOUNTINGS M, N. 0 & R FLOOR-MOUNTINGS WALL MOUNTINGS P.C.WALL LIOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS lL: & X'• I W & X'. W & X 1 P & Q S &V S&V S&V ASO.OM FTAiu£-m-IME FAI.P•R ASA TAS+k'GtA.£PMUF Fat;((g ASA DWI N-Mm Wilk(A ASD.T@771ECATd Ass i P r,X ASA iciaI tB;UTd f'Pc w,FA'[.Y(G6 ASA L£9Gi IEtARE FF3'SAE FATE(4 ASD.TES•Y me'i omff w.! .OESW IEWAE MESEE MN V,ASA DEMI 11096£PMWE PM(4 ASA OM IUAM GMU FAM(4 30 40 b0 75 90 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 05 30 M1O 60 75 90 05 30 40 60 75 90 05 0 40 60 75 90 05 30 40' 60175 90 05 30 40 60 75 90 05 -O'OR LESS[1210 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 $ 8 6 6 6 6 5 6 6 5 4 4 4 3 2 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 4'-0' 10 10 9 8 8 6 b 6 6 6 6 12 10 10 9 5 8 [4- 6 5 6 6 12 10 10 9 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 10 10 9 8 8 6 -6-t-6 6 6 5.5 12 10 10 9 8 8 6 6 6 5 [1210 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 10 70 9 8 6.5 6 6 6 6 5.5 4.5 72 1W- 9: B 5 6 ".5 5 4.510 10 9 6 5.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 70 8.5 7'-0` 70 10 9 6.5 4 6 6 6 .5 4.5 4 12 15 3 6 5 4 3.510 10 7 .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 0.58.5 7,5 t0 10 l.5 4.5 3 6 6 6 5 4 3.5 12 13.5 - 5 .5 3.5 3 70 10 4 6 6 5 4.5 3.5 3 6 5 4 - - 1 12 12 12 12 12 12 12 12 12 11 9.5 12 12 LS 9 3.5357 70 10 5 3.5 - 6 6 S.5 .S 3.5 3 72 10 9 4 4.5 4 3 3 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 10. 12 12 12 1.59,5 8.5 12 12 70 8 6.5 5.5 10'-0" 10 7.5 4 - 6 6 5 4 3 - 12 10 5 3 - 4 .5 3 - 10 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 1.5 9.5 12 12 12 10. 8.5 7,5 12 12 9 7 6 5 11'-0" 10 5,5 - 6 6 4.5- - 12 10 4.5- 3.5- - - 10 - - - - 6 5.5 4 - - - 6 5 - - l 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.512 10 6 6 4 2 70 3.5- - 3.5- - - IO - - - - 6 5 3.5- - - 6 5 - - - - 1 52 72 1.5 9.S 8 72 12 11 8.5 7 6 12 1.57.5 6 5 4 13'-0" 12 10 6 6 - 12 10 - - - - 7.5 - -_- - 6 4,5 - - - - 6 4.5 - - 12 12 lO. 8.5 7,5 12 12 10 $ 6.5 5.5 12 0,5 7 5.5 4.5 4 i4'-O" 12 10 - 6 5.5 - - - - 12 7 - - - - - 7 - - - 5.5 4.5 - - - - 6 3 - - - 72 12 9.5 8 6 12 12 9.5 7.S 6 4.5 12 9.5 6.5 5 4 3 12 - - - 6 12 - - - - - - - - - 5 - - - - - 6 - - 1 12 71 9 7.5 5 12 l2 8.5 7 6 4 12 9 6 5 4 - 16'-0" 12 - 6 - 12 - - - - - - - - 77.5- - - - - S - - - - 6 - - - - - 12 12 70. 8.5 6.5 4 72 12 8 6.5 5 3 11.56.5 5.5 4.5 3.5 - 1 HV BLADE ORQ HV BLADE W/ I HV WINDOW BLADE WORKING IN UNISON* t SEE VuEATIONS OF USE FOR 01.OE ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SCUD WOOD SOFFIT3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:T SHALL BE AS FOLLOWS: -SOUTHERN PINE No.2 W/G=0.8S(N.D.$) -1/4"0 TAPCON ANCHORS,AS MANUFACTURE0 BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G=0.43(N.O.S.) L%CEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH V!/G=0.36(N.DS.) -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SK41L BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) O 2017 EASTERN METAL SUPPLY,INC. e c _� BERTHA HVT13 L C o ,.,� A.�S.&AAL. Accordion Shutter System H.V. BLADE#1 W/OR W/O KV. WINDOW BLADE ' American Shutter S TILL17 TESTING & ENGINEERING COMPANY Systems REV.No DESCRIPTION DATE mWin Br M.L. T r j Association, Inc. t OLO 16-080 8/02/17 DATE: 08/0z/n 1-S'. 8355 N.W.36th.SL,Ste.305,VIRGRIIA GARDENS,FLORIDA 3316 . s Phone:(395)$71-1530.Fox:(365)871-1531 4268 West Roods Drive 2 d t4 tA6 c1 �s a Blte.00-Leoln West Palm Beach, Fl.33407 DRAWING No D 6EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 i7-122 r` •'••``•{pfir•,,ri WALTER A.TILUT Jr.P.E. P_E.S �N7�Ti3v�tY�f1A1'E FLORIDA Ue.#44167 6 SHEET 15 F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SEAN 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 & A.S.D. —1/4-0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& 44 WORKING IN,,UW��� TECHNOLOGY RATIONr-1/4'0CON WITH ADVANCED THTAPCON TECHNOLOGY Z/1'r/oPIMIn.PENETRATION OF THREADED AREA TO I llr Min.PENETRATION EXISTING WOOD HEADER. /D (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO 0 R EXISTING WOO HEADER. SCRAPAMON CIA GLASS(SEE (SEE SCHEDULE ON SHEET 15) SCI%ULE ON SHEET I I FOR MADE{1 DR i7 1' 1/4"0-200/4- SET 9 OR 'I IZ1. S.S.MACHINE SCREW EXISTING OR 18 FE W/ 1/4--2 Iusu GLASS�, 0 NUTS 0 12'D.C. 1�A 11,1f WALL— FINISH/ —OPTIONAL OR EXISTING MIN. In 2*.4*WOOD G MIN. 1 2 .C EX HEADER REQUIRED ::-�,bNWOUD \-7HRE WITH ADVANCED STING HEADER REQUIRED III REQO THREA FORM TECHNOLOGY GLASS— LON,SEPARATION 1 .4'CONT,St W/1 D/2'Min.PENETRATION TO CLASS(SEE MOL SEPARATION OF THREADED I. I AREA 0 SCHEDULE ON TO GLASS REDID. MIDIVIDTH OF D PLANE 11 FOR GLADE I EXISTING JAC(SEE SCHEDULE— (SEE SCHEDULEON SHEET 15) OLASS--g ON SHEET 11) 11 R 914V WALL HEADER INSTALLATION (N HV WALL HEADER INSTALLATION (0 HV WALL SILL INSTALLATION MIN.SEPARATION 71 MIN.SEPARATION NG TO GLASS—' MIN SEPARATION TO GLASS (SEE SCHEDULE (SEE SCHEDULE— EXISTI k'-SCHEDULE _U__! �O GLASS EXISTING ON SHEET 11) i G 2 4*CONT,—i ON SHEET 11) GWS--j W D PLATE ON SHEET 11) -200/4'S.S. R D, a 1/4-0-200/4-S.S. 1/4'11�,2 4;S5.S. IAACHI e MACHINE SCREWS W/ USING 1/4--20 1/4--20 NUTS 0 0 12'D.C.—. NUTS 0SWC3/11E WALL FINISH 12 D.C. n n OR@ OR SC� 17 OR @ fOR lb 2.4*CONT OR WOOD PLATE ED REO'D. C -0 TAPCON WITH ADVANCED 1/4-0 TAPCON WITH ADVANCED 4*0 TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY THIREADFORIA TECHNOLOGY THREADFOI TECHNOLOGY -1/4 GY tI� 1/2-Min.PENETRATION OF EQM. GO INTO PLYWOOD. PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL VW/1 1/2*Mi.,PENETRATION ; . W/1/2"Min.PEN OOD, OF THREADED AREA 0 W R TH/EADED AREA THREADED AREA I PLYW IALL MIDWIDTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 15) SKITTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTION BE REO'O. 111 EXISTING MIN.2'.4*STUDS/ COMBINED IN ANY ISIA�ATO FINISH (SEE SCHEDULE ON SHEET 15) V/2"MIN,COX PLYWOOD REO'D. 0 16'O.C.I.UI REDID. t/2-MIN.CONJ COMBINED L FINISH SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO VEXIST'ING MIN. 2*.41 STUDS 0 16*O.C,MAX. REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REDID. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION IV"SECTION 2322 0 SEE L"'CAN NS Or B SILL F E FJSLAtt7INSTALLATION I ADE 81.11 SHEET FLORIDA BUILDING CODE (High Veipcity Hurricane Zone) HV WALL INST ION @2017 EASTERN METAL.SUPPLY,INC. .. .. ...... BERTHA HVTM E Accordion Shutter System `iIL_CO A.S.S.A. Kv. BI-ADE#1 W/OR W10 kV.WNDOW BICE American Shutter Systems REV.N, DESCRIPTION DATE DRAWN BY. M.L. TILL IT TESTING & ENGINEERING COMPANY ATE: a 6355 Wit.36M St.St..33S.VIRCIRA WIROVIS.FLORIDA 3316f Association, Inc. I OLD IS-080 78/02117 DA —08/02/17 Phone (305)871f-1530.F.:(305)871-1531 4268 West Roads Drive 2 DRAWING No I Vl ._rtift...C.O.CoIn West PoIrn Beach, FL 33407 3 0,. ..... Oil ED-0008719 P.E. Phone; (8001 Fox: (561)209-8380 4 17-122 WALTER A.TILLIT Jr. FLORIDA U..5 44167 5 SHEET ..,,TJR97DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 9 HV+ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE.In ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 I?sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADF_�L����� TAPCON WITH N N —ED EO----T-2"PAIR CED THREADFOR. -EDGE(IF APPLICABLE TECHNOLOGY W/ 1 1/2"Min. xB (Mn,)) EXISTING— FIEETFATQN OF THREADED 4 WOOD REAM REQUIRED. To EXIST] WOOD STRUCTURAL ADEQUACY I — ARI EA No 0 BEAM OF EXISTING VIOO HEADER. 1/4'0-20x3/4`S. EXISTING WOOD It. (SEE SCHEDULE N SHEET 15) PHILLIPS TRUSS H REGISTERED ENGINEER OR ED EQ TO BE CERTIFIED BY TRUSSES OR 19 EOE -MACHI SCREWS RAFTER®24" ARCHITECT PRIOR TO vI/11 -20 N SHUTRER IRSTALLAMON. *="=="'_'� REQUIRED 0 2 1/4"0 TAPCON WITH— q OR ADVANCED THREADFORM TECHNOLOGY W/1 1/2"Min. EXISTING SOFFIT -.257" RE —3/4"1.1-THK. N=noM OF THREADED F -q Max. A TO EXISTING a EO-, "x4'0/8'CONT.ALUM.TUBE AREA STING WOOD BEAkEO- 4.3/4' (SEE SCHEDULE ON SHEET 15) S.M.S. 063--T6 ALLOY)W/ 6"D.C. i cu11 or or @ (3)H5,�146*0 LAG SCREWS TO (fDo 1@3 0 r @ EACH nER OR TRUSS 11 r LOCATE LAG SCREWS AT' MIDWIDTH OF EXISTING WOOD LEXISTING MIN 2-.4- 1 I MEMBER.(2"Ifir.NOMINAL WIDTH EXISTING--I HEADER REO'D MIN SEPARATION OPEN HOLE AT EACH- GLASS kLW/2�Min,PENETRATIO14 OF �O GLASS I STUD TO ACCEPT U THREADED AREA.VALID FOR 5/16-0 LAG SCREW INSTALLATIONS WITH 72 psf (SEE SCHEDULE ON SHEET 11) EXISTING GLASS AT CE14TER OF TUBF_ MAX.ASA.DESIGN LOAD AND 9'-0"MAX.SPAN,THIS TO 0I(SEE 111i INSTALLATION IS ONLY VALID se"EX41 ID Sw 7 ScIeDLLE at 71 FOR WOOD W/MIN.SPECIFIC BY WALL HEADER INSTALLATION 11 FOR ELADE EXIST)NG zeEI GLASS It FUR EIVO, GRAVITY00F 0.50 AS DOUGLAS RAM 0A, SHELT isr- 10 OR W AR OR SOUTHERN FINE Na.2. NOTES --@OR (W wca OR EQUAL. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING,SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (:DHV CEILING INSTALLATION CU HV CEILING INSTALLATION I q. t OR MAIN. SEPARATION TOET To EXISTING (SEE SCHEDULE �D GLASS\ 'F—(SEE SCHEDOLEGLASN'S SHEET 11) ON SHEET 11) MIN,SEPARATION EXISTING GLASS 11 f iANCHOR F' EXISTING I ALTERNATE-, LOCATION GLASS r //_211 MIN.WOOD /4"j 7 I, #10x3/4'HEX DECK REQUIRED M... (NO FINISH ALLOWED) 318 M WASHER HEAD�TEK I SCREWS 0 12 2*x6'MIN.WOOD-7 OR(a I APPLICABLE _�NISH ALLOWED) 1 2- F LEO ED 1/4'0-20,,3/4"S.S. EDGE OF DECK-/ /4`0 F.H.TAPCON WITH EAD IF APPUCABLE 1/4-0 TAPCONADVANCED THREADFORLI MACHINE SCREWSH \-EDGE WITH I- PHIWPS TRUSS OF TECHNOLOGY W/ 1 1/2-IN.. ADVANCED THREADFORM -mi.. 2-MIN. Min. VI/ 1/4-20 NUTS MIN. TECHNOLOGY W/1 1/2 DECK IF PENETRATION OF THREADED 2•x4"COM. PENETRATION F THREADED 12-O.C. 2-MIN— AREA 0 MIDWIDTH OF WOOD SILL PLATE 0 1 0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE AREA 0 MIDWIDTH OF WOOD PLATE. PLATE. W II/2*Min.PENETRATION OF THREADED AREA IN70 WOOD DECK. -I (SEE SCHEDULE ON SHEET is) (SEE SCHEDULE ON SHEET 15) E SCHEDULE ON SHEET 15) A I.NS.1 USE.1 S.LREA ON SHEET 19 BLADE -OVER CVHV WALL SILL INSTALLATION HV FLOOR NS LLA _X)HV WALK INSTALLATION igh elocity Hurricane Zone) A. ©2017 EASTERN METAL SUPPLY. INC. vxe ............. % BERTHA HVT. F7FE c' Accordion Shutter System L o .... A.S.&AKY. MADE#1 W1 OR W/O H.V. WNDOW BLADE • American Shutter Systems f!!:L. DESCRIPTION OATS DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY jAg Association, Inc. I OLD 15-080 JB/02/17 DATE., 08/02/17 I. T17 rtr 055PUAY.36th.St.,$to.305,WRGIRA CANCENS,FLORIDA 3316( (305)871-1530.Fax:(305)871-1531 4265 West Roods Drive 2 DRAWING No West Palm Beach, FL 33407 3 E13-00067 9 Phone; (800)432-2204 � Fax: (561)209-838 17-122 WALTER A�TILUT J,PZ. 4 T FLORIDA U..j 44167 67 5 SHEEr 17 OF 20 END INSTALLATIONS ,.1) HV & OR HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2`x4"MIN. I , WOOD STUDS. \ �•-' 1/4 0 TAPCON WITH (AS APPLICABLE) \ 1}••"- AfICED THREADFORM /l 2•x4'MIN.WO D 2"z9'MIN. \ f TECHNOLOGY RW BUILDEX / 1 E..RE A. \ 2•x0"MIN.WOOD •�...-I /1\ �(AS APPL�jCABLE '�` ANCHORS o 6.O.C. \` \ t/ \ STUDS RcO'0. I I\ / 1 (/ ) ' E/NE7RA \\ f \\ Y/ 1 1/2•uw.THREFOED \ I FwiSH \ P TION tia0 SEt505 OR �G-'` w/alta.1/z•rHREaoEo � }�' I �� \ � G GLASS X \v/ EXISTIN —� I. /\, t h PFNETPAnON TO 1/z'COX i 1�• ! \F J t \ PLYWOOD IF tt0 STUDS EXIST. I i I —EXISTING C 'F� t/\ S —EXISTING GLASS /z\ / EXISTING GLASSMIKnCN / \I I 1/2'P NOO X �\ I. '-7 P/4-PON / TO CLASS(SEE !I ! 1/2•IAN.COX r MN.SEPARATION xq I WIL SEPARARON MR SEPARlnSY SCth:)RE pt SHEET PLYWOOD. _ 70 LUSS(SEE 70 CASS(Bff TO CLASS(5cE 11 MR BLADE(DAx9 1/16•x3" / ECNI E U E ON SHEET �-�E ON�' 1/2•I.ON.COX �I SCH LAE ON Shlcxf ON SLEET to FOR 6 YraLL L /l ECR SVOE'�ANJ it FOR Et10E(DAVD PLYYI000, t/2' 11 FDR MAX041 `0 19A"SQ& {5063-T6)CONT. FINISH i/Y MIN.COX ON 19 FOR ON SFET 79 FOR ON SPEET 19 FOR I ALUM.CLOSER PLYWOOD., , PLATE.(LOCATE T/2ELADES FINISH J RADES Qt!4 Q �� LAIN. AT EITHER SLOE L144 I ' 'IF 'I'> ` \-dl0x l/2•S.lA.S. F(D) (iI♦wiN)M.S076 110x1J2S. 016 O.C. AU�.'S-PiE+Mwa i'jat'Rx�noiIZEi`Lv.9Aa.iLxOoxWO —4N if MMP! •,�aPJ Y- x• ._... 1i WOtli OR(9* 51DE Ca OJ 1 OR(Lga 1 OR qg* SEE DETAIL X FOR �.1„)OR � TO TRACKS SEE DETAIL X FOR �a�ta�6.�j a BGatO•�3� SIDE CONNECTION ,�"a�a b�•�j a g at t• a SIDE CO.4NECAKS �•'+" a�'a b�•7�wr�B$a`E�p�.. a lUi•Ir�ya 3w TO TRACKS q9«[470 b.v«©" �•` « 0• « a TO TRACKS 1p•Qa�j. +al .f(�^a s3•�aQ.,�ao.9a o•ca©.o. e ,�w;�.�,wo.�a Q•6sw .mow R•Ls 'lal-i G«:7 k w {B\.y a , w�a• ®•�«$•�a .�s END CONNECTION DETAIL END CONNECTIO DETAIL END CONNECTION DETAIL END CONNECTION DETAI! (_ 1/a'0 TAPCON WITH 1/4-0 TAPCON WITH /'—IXI517NG i REOVIREO ONLY FOR SPANS GREATER 7liFN 12'-0' WSRNG VANCEDTN OW DFORIA ADVANCED THREAOFORMCHNOLOGY RW BUIL4t. TECHNOLOGY Int BULLOEXCHORSW/1 I/2"NRI. ANCHORS w/1 1(2"M1V':4'LAIN.WODD EADED PENEIRh7roNTHREADED PENETRATION dlox/J2B.M.S. MIN.SC:81100 ♦ SEE LIMITATIONS OF USE OF IAN.SEPARATION STUDS REWO. �IZR ao sruos o 12'o.c. wto STUDS 0 12'D.C. cls o.c,''\ 70 GLASS(SEE BLADE(F)ON SHEET 19 TO GLASS(SFE \ I/z•Mw. SOEOCRE a4SFkE7 Q au ST'AET ii FTJFt 13ADE07Nro 'r av swEr la FCR 'T � . � iI 7 2'MW I I2s,- _ 1208 3'oR 1 OR 15 74 Q1 OR •1.6'x..5, i?/ / i !' 1 �iJ ORfA .�!' n,... I 4 0��caC®Ors 10,OR // /,'• �-�,.-� ' IL1 OR11 J1:'R.1 'OR 1 �jj w�•w 6(,�•Q7 a�w,1 p'• a G.WALL FINISH 2•x4'LAIN.WOOD V1ALL H«�«G'G«U•'� IV EW Y a�7.�3w STUDS"Eva. nNiSH- Q•�B« •�3w�• a PLAN ©•O yea©,p.�« (D.G.@a©.p-@- DETAIL � END CONNECTION DETAIL (13' END !CONNECTION DETAIL 121 FLORIDA BUILDING CODE (High Velocity Hurricane Zone OO 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTtb AS► A Accordion Shutter System ■ ■ ■ ■ FAV. MADE#1 W/OR W/o H.Y.WINDOW BLADE American Shutter Systems REV.NO DESCRIPTION DATE DRAWN BM M.L. ,a( TILLIT TESTING & ENGINEERING COMPANY �.�,'•. ST ryr Xssociation, Inc. i OLD 15-080 E: +C Q� b355 t7.w.361h_St,Ste.305.LtRGwu W3tDEHS.FLORIDAF3316 8/02/17 DATO8/02117 Ph—: 308 871-1630.Fax 4268 %Vest Roads Drive \ ( ) (JDs)871-15s1 2 �,�'•.•.ORtD•;r'"'k,1t\ a-mail: 0006Claol.com West Palm Beach, FL 33407 3 DRAWING No LYTI •• • tt 9-D0D871B Phone: (800)432-2204 . Fox: (561)209-8380 4 1 /—1 22 •' uIQ�) � "Z,.\;,x.! WALTER A WEER Jr.P.E. P,E:•SEAI'(/StURExfDATE FLORIDA Lie.d 441e7 s SHEET 6 18 OF 20 l • GENERAL LIMMADONS AND CONDITIONS OF USE FOR BERTHA 6-4 SLADE ACCORDION SHUTTER WORKING IN 0 T1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.-110 p..f. 2.MAX SHUTTER SPAN:96*. MDUNDr r ! 3.ALLOWED MOUNTINGS;A,p,G&HON SHEETS 6,7;AS WELL AS T- 4 ONLY CENTERIMATES (BOTH W/ OR&ARE ALLOWED WITH 6'N A SYM A CAL OR OPP. No LAYOUT.IN CASE OF OPPO ING L-�Rj IA91EIR F, A E. BE INCLUDED ONLY AT E)7ERIOR ACCESS SIDE OF 5.(A)W WINDOW BLADE:@ SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS @ CO ItE (3-0 HOLES)FOR(B PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP.EA.END [Oul (13)MIN.CLEARANCE FROM TOP OR SOMM EDGE OF W WINDOW BLADE to q I z OF ANY 3"0 HOLE FOR(9 SHALL BE 12". ZOW�A CIADr (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE KV G.'�s Y,IND WINDOW SLADEL§ .'0 A (D)W WINDOW BLADE RIMUST BE USED ALTERNATE TO A SOLID HV BLADE 1O l]tf 1111 THROUGHOUT SHUTTER'S WIDTH. (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD W ISLAGW AT ..SIDE OF THEM, (F) POLYCARBONATE ilx W WINDOW HALL BE INSTALLED SO TIP T-.FACE THE AS PROTECTED.HV VA DOW IMUST. THE INTERIOR OF E OP NG. NO F SEE END ONLY INSTALLED AND LOCKED USING A W SET71NC TOOL PRONGED BY ASSA, INC. CONNECTION DETAILS ON SHEETS & 18`YP FULL HEIGHT. 6'SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INFO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 7'SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). A , — L T B.8 ULM j I MINIMUM SEPARATION To CLASS SCHEDULE: p�-i(SEF PLAN FOR REQUIREMENTS) lYP TOP&BOTTOM SHUTTER SPAN MINIMUM SEPARATION TO G71 UNUMIFED WOTR— ELEVATION &M.SEPARATION TO MASS EXISTING GLASS-1 "CLU ON SHEETTHIS S`-w FOR t2 FOR ------------ AND W/ N, ORABO(j't'5VE)Z W/a(EXTERIOR ONLY) SEE NOTE 4 A) TYp, syMqRjCyCENTERDAATES 6@1il ,V/2 OR 5 AND C21*�2�— W/0335 1( 3 S OTE 4 ABONE) PLAN TYPICAL 1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE ICA, SHUTTER* FLORIDA BUILDING CODE (High Velocity Hurricone Zone) A,. . Q 2017 EASTERN METAL SUPPLY, INC. 111` .• .......... EN BERTHA HVT,,, Accordion Shutter System ���'o - A.S.S.A. HY. RAM#1 W1 OR W/0 RV. YAM=RADE American Shutter Systems REV,N. DESCRIPTION DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY 5 N,W.361h.St.,Ste.305,MRGIM GARDENS,FLORIDA 3316f Association, Inc. I OLD I5-080 )8/02/17 DATE: 08102/17 STATE OF 4r. ph... (305)871-15,30.F..:(305),871-1531 4258 West Hoods Drive I — DRAWING No —.1 tilt...0-1— West Poinn Beach, FL 33407 3 EB-0006719 Phone: (800)432-2204 Faxi (561)209-8380 — 17-122 WALTER A.TILUT J,P.E. p-&4A'U 11RE FLORIDA Lic.111 44167 SHEET . ......... ...... 6 19 OF 20 EQUIRED MININIUMVARIES"THICK INSTALLATIONS W/ M HY BLADE HY CENTERMATES ' -12.000"Mox. 083" RVx.I 1/27x .035"THICK 10- �E Min ASTM A-6053 GRADE 40 1 INTO METAL STUD WALLS Alin.G-10 GALVj�PIOG 4 b XIETAL STUDS A --------- —4L9f I --------- 1 114"o NOMINAL tj w /2- 75 8 GENERAL LIMI AQNS AND CONDITIONS OF USE ALUMINUM SLEEVE 6063-T5 ALLOY FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 43 ' '�'- I LREQUAED M1140AUM 6'D.C. SYSTEM INSTALLATION 10 METAL STUD WALLS SEPARATION TO CLASS SCHEDULE 1 3/4 6 1/4'x 0.035"THICK Min. G Z9 CONT. GALV.STEEL TRACK CHANNEL,i I—Mox. G p.s.f. ASTM A-653 GRACE 40 MinjUts Is, O.0 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 GALVANIZED FASTENED TO S t w/(2) 6.1/2-TEK SCREWS ON EXISTING FINISH MINIMUM INTERIOR#"EXTERIOR FACE AS APPLICABLE Z. MAX. SHUTTER SPAN: 84" SEPARATION LENGTH + 1" MIN.SEPARATIONTO GLASS _ EXISTING GLASS TO GLASS 3. ALLOWED MOUNTING: ON THIS SHEET. (4�31 1/-4"O-2OX3" BOLT (SEE SCHEDULE) 43 3 1/4" .I I .i MUST PENETRATE 43c 1" (1 P') 4� ONLY AENTERN IATE 21 W/ 24 HV LOCK ARE ALLOWED -EXISTING FINISH WITH Y21 ARRA GED A S METRICAL LAYOUT. 1 3/4'x 6 1/4"x 0.035"THICK Win. 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373°-1 NT.GALV.STEEL TRACK CHANNEL, (TERICIR OR INTERIOR ACCESS SIDE OF 0". ;1 �4!3C AS APPLICABLE INC q), 0 6"O.C. 0 REQUIRED MINIMUM LISI ASTIR A-653 GRADE 40 V%. -60 CENTERMATE. ?ZED FASTENED TO LIS F.(,go nT— (2)f6.1/2'TEX SC ON OR&EXTERIOR FACE 1/4"0-20 THREADS Mn. BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43G i ELCOLCONSTRUC TION w - --------- 1/2" CENTERMATE APPLICATION WITH BLADE PRODUCTS FAB—LOK ND UZ-REOUIRED MINIMUM 1 --- n12 1 @ (D /6'. 1 1/2*.CM'IMCK lit IES 6" D.C. COMPONENTS Min.ASTIA A-653 GRADE 40 Mo.. Min.C-60 GALV.STEEL IVIS WALL HEAD ERISILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 5/8'= 1' METAL STUDS AT Is-O.C. 7(TYP.TOP&BOTTOM) CONT.3/4*&L6".1/4%0.1131 THICK Mir�. STEEL TRACK CHANNEL, A GRADE 40 M,..r-60 GALVANIZED EXISTING CLASS AG.'AUTI"A a FASTENED 70 STUDS \J W/(2)#13.1/2"TEX SCREWS ON I SYMMETRYCAL SYMMETRYCA SEPAMTION AN��- INTERIOR&EXTERIOR FACE CENTERMATES Arl To CLASS CENTERMATES. WZ (SEE SCHEDULE) MMLAMSS SIDE INTERIOR ACCESS SIDE Mo.] -------- --------------------------- ------ ------- — ------------------------ -- -- ---- r--- -------------- MIL SEPA-AY04 TO GLASS N 3 MIN SEPAPAMON TO GLASS IN -- -- w/RFD:LOCK(SM MEMIE) IV Dir LOCK($IT SOIDLILE) -------— ffi --—---- ---- 1@2 ---------- ------4- D 24 Y ----------- ----------- --------- ---- ------- -------------------- -- --- -------- --- ---------------- f -z- ---- ----------------- ------ �2)42 21 21 AT 21 LOCATED AT ED /S LL HV HEADER/SILL ENDS ----------1----I \--- ----------- - ------- VIEW Y (6"Min.) SIDE CONNECTION TO TRACK D4 C1-2) V I I"--(2�4) t--3 1/4"(Typ.)� SLACK —6 1/2"(Typ.) 7-1"",, - I (Cont.) EVA HVA "!?�a]LAQE SLACK DETAIL—HVF iLv—c FLORIDA BUILDING CODE (High Velocity Hurric ne Zone) 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM ASA % Accordion Shutter System r LTE �=Mo .S. . . H.V. BLADE#1 W1 OR W/O RV.WINDOW MADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN By, M.L. COMPANY TING & ENGINEERING TICCIT TES Association, Inc. I OLD 15-080 D6/02/17 DATE: 08/02/17- 33USE 1.% 6M MrA 36t St-St,.305,MGMIA GARDENS.FLORIDA 4268 West Roads Drive 2 Phone (305)871-1530.Fax:(305)871-1531 DRAWING No U K IV eil:tilt...Go.f.00nr West Pal. Beach, FL 33407 —3 . .......... 0 EB-0006719 Phone: (800)432-2204 Fox: (561)209-8380 —4 17-122 SIONA\,'� -"' WALTER A�TILUT Jr.P.E. �.�M-FURC/DATE FLORIDA U..0 44, P. � 67 1SHEET6 20 OF 20