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Florida Building Code Online Page 1 of 2 RECE117°ED NOV 10 7�'b rR pF,c 7 ' I L �3. dot, fl0807E0 SCIS Home j Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications ( FBC Staff SCIS Site Map i Lints s Search Busines!y :. Professi l"i l y' up E I t Approval ,-USER: ublic User J Product Aooroval Menu>Product or Aoolicatlon Search>Appli[.ldon List:Application Detail FL FL389-R8 nada '� Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palin Beach,FL 33407 (561)209-8263 bfeeley @eastern rnetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer li Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE 1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION Cl NONI-IVI1Z.odf Referenced Standard and Year(of Standard) Standard Ye�� ASTM E-1886 2005 ASTM E-1996 2005 AST14 E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvN'YHI-LvJv 53M,,vs... $/3/2015 Florida.Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 SurnmarV of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWG.15-086.pd Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-086 pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf'HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D"-Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f,load for HV blade for Keystone mountings 7'-0"for +75,-7S p,s.f.for metals stud mountings and 8'-0"for 110 p.s.f,for HV1 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 1084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.fASD load FL389 R8 AE A,S.S.A. INC. P.E.R. DRWG.15.084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:650-467.1824 The State of Florida Is an AAJEEt7 employer,Copyright 2007-2Q33 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 M 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 Appmval Accepts: eClpck r--;q SeCuntvmk.TV,lQ https://f,lori dabuildi ng,org/t)r/pr_app_dtl.aspx?param=wGEVXQwtDgvYYIIWvJvx5;l\4 ws... 8/3/2015 � �. I Ll ECO TILLIT 'I`ESTING & ENGINEERING COMPANY NVALTER A.TILL1T,JR.,P.B. tilteco@aol.com FL P1.License No.44167 p® FL E.S.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0413.02 DATE: April 13,.2015 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, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to American Shutter System Association Inc. (A.S.S.A.) based on Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. . This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-085, titled `BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blaq#$0 pj thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by,�Nlll NA. .4V .E.; dated 4/13/15_ This drawing is an integral part of this E,y+ IiQ �1 ., x XQ tk M_ m __�.. 6355 N.W 36th Street, Suite 305,Miami., Florida 33166 -Phone: � ,04!'Fax: (305) 571-1531 PRODUCT EVAILUATION REPORT NO.15-0413.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, -as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida; Reports No. 0214.01-03 and 0715.0103, dated June 27, 2003; and January 21, - 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed andSealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03/04/2011, signed and-sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E_ as.per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of -the Florida Building Code. Uniform Static Loads. in Accordance with ASTM E-330 per Section 1-710.5.2 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC - 07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report # ETG07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693 cV,ated July 21, 2008 j,® signed and sealed by Frank E. Grate P.E. as per AIMP 8TIL Qualifications for Sabic Innovative Plastic P! � �aate... sin 103, equivalent as per letter issued by Sabic, date,`°7 Y�O r e 'd Eastern Metal Supply Inc. to approved # 9034 sheet °g de lith igpi ®ade County Approval addressing the burning character tics. vet g arird*sbructural (mechanical) properties. aZ. 1 e PRODUCT EVALUATION REPORT NO.15-0413.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V_ Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in`accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August.8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade,Weaker Blade For Keystone Mouriting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. VIAND LOADS DESISTANCE: 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 No. 15-085 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs.) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing No 15-085. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No 15-085.Accordion Shutter System with HV Blades 1 and 1A has been verified for code compliance to work as a non—porous storm shutter assembly, as per section 3.3.2.7 od ASTM E 1996 Standard. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-085. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-085. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet 1 of 20 of Product Evaluation Document(P.E.D.), drawing No.15-085. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-085. Minimum separation to glass shall be as indicateq,ptVf 416ru.of drawing No. 15-085 00 JJ AA s SsIoN � sss '����'"�parreJJJgB�Pa PRODUCT EVALUATION REPORT NO. 15-0413.02 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-085. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20of 20 of Product Evaluation Document (P.E.D.), drawing No. 15- 085. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-085 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). ell a a r jj().44167 .L b ®a9Rsysgr��g�®a GENERAL NOTES: 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 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p CONTENTS + C c DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON ITENTS BE INSTALLED WITH A DIRECTIONAL"FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. 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 AREA 1' HV BLADES(D de BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WX USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER - ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q #0214.01-03,#0715.01-03,#1004.01-05,#1214.01-05, #0317.02-05,#0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA-9,. HV BLADE(1)AND HV WINDOW BLADE (11A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1. 2&3)ӄ.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPUC:ABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1990(MISSILE LEVEL 0,WIND ZONES 1.2.3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.NV BLADE Qi AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k.;YIELD STRENGTH AND 160 W TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTHFOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 kEND CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 si FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 Its!MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:EN BLADE Q 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 HV BLADE( &® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 .8.THIS BERITRA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE hAl ONLY S.B SHALL BE TATE RESPONSIBILITY OF THE CONTRACTOR TO Vf:fBFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER EEVA11ON SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL M A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4• HV WINDOW BLADE(1-)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION S ILME R IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHAD_BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D..PROVIDED HE/SHE ODES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFEN AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SHE SPECIFIC PROJECTS SHILL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SFWl SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIORIL ENGINEER OF RECORD THAT PREPARED IT. IL/ FLORIDA BUILDING CODE{Han Nigh Velocity Hurricane Zone` ©2015 EASTERN METAL SUPPLY.INC. BERTHA H1/TM Accordion Shutter SystemL1 EC s �■ ®�■ ® KY. RADE#1 w/OR w/o KV. vaNDav BLAIX American Shutter Systems �. a�curnoN DATE DRAMI By M.L *z TILL IT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13115 DATE 4/i3f 15 i�..fl f� •ter..••;: 6141 R.W.3&4.St,R,3a5.NFY.A°U.:lRCM FtrrZA 331V. - Pf�onn:(3DS i7t-1530.FRn:T305)8F7-1537 4268 Westroads Drive 2 DRAWING No tS k o-mon: 8(aeo®ucl.con west Palm Beach, FL 33407 3 i5=085 ANAWALTER A TILER Jr.P.E. P.E. SEALI�S�IBI��TURE/DATE FLORIDA Ui.f 44167 5 SHCIET e I 1 1 OF 20 . _( ,o --'._.-.,,., 6' r •r''^,.918' 1.49+" Mox. � 1.200" 4.37774" ' ! �c 4.395' ! �A 4"��/i x• �_����"`•�."'�. III t rq,y_ 1.897" 4,939" C { _ .375 ��HV 90'/180' STARTER l\ HSOLID BLADE i (S)HV UNIVERSAL FLOATER a P" C057ERE,D UNDER US PATENT {J 5458179 � \ QUALIFIED HV USE Y!/ �r QUALIFlED FOR USE W/ HV BLADE�i ®HV DIRECT MOUNT HV BLADE( t'�J I.11 -wri.4pjF.1'"w-ig(7�'l 6005-T5 ALLOY AND TEMPER \ QUALIFIED FOR USE W/ W .. "'60b1•"7:6--A.LI.QY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 � BLADAND 6063-T�LL04v TEMPER 6063-T6 ALLOY A D TEMPER '� 3.226 1.500 �__' .124" ,- 085' oN 870'"^- 2.670' ` 3.556' W12' .670" 2226" ' 72• ".815" 2.092"14.430"o.o7z' aD7z• U V J. D P L P -. _- �' 1.375^ 3.226• QUA TIED FOR USE W 8HV WALK-OVER TRACK V ADJ. FLOOR TRCQUALIFIED FOR USE W/ HV 9�HV TRENCH TRACK ss .3,751- ALLOY 0 ALIt'IED FOR USE W/ HV � � r�' AND TEMPER BLADE 1) QUAllFIED FOR USE W/ HV �B BLADE(D ONLY. 1� HV RA{NGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-1`6 ALLOY AND TEM VARIES M1 1.936" BLADE(1) 1' 1615' ? VARCES 1.936" 6063-T6 ALLOY AND TEMPER �^ 1.917" n al ax. .083" m .083' .093• .09J" 083" 083" .125' OU" .060" n a I O .060" .093" 093"• ` .060- 670 670" 1.686" 41j4 670 - v 0 5 0" 3529" ___.-_ 3.520" 670 wh, 11 HV 'C-LIUNG HEADER 1 HV HEADER/SILL 13 HD CEILING HEADER/SILL 3.529 Q LIFlED FOR USE W1_HV QUA ED FOR USE W/ HV BLADE 1 ONLY SEE SECTIONS FOR VALIDI 6063-T6 ALLOY AND TEMPER O QUALIFIED FOR USE W/ HV BLADES 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 AI LOY AND TEMPER rl y COMPONENT A e T1 T2 X Y t MN XMNYMTLt Q Y 5'MAX. 1/8' 1/8" ,d 18 2' 5'MAX. 0.192" 0.192" U SIDE ANGLES B �0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 15 2.5" 7"MAX. 0.190' 0.190" BLADE Qt QUALIFLED FO USE W/ HV QUALIFIED FOR BLADEU(j) W/ HV 6063-T6 ALLOY AND TEMPER BLADE�1 ONLY. ® 2' 5'MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T}�41 ''''/ 0 2015 EASTERN METAL SUPPLY, INC. P.• ENSF BERT UA ter S fT1 L. E C 0 ,.c. Accordion Shutter System g * KV.BADE#1 W/OR W/0 H.V. W NMN BLADE / American Shuffer Systems IEV.N, OESCPIPDOR DATE DRAWN 9r: M.L TIWT TESTING & ENGINEERING COMPANY STATE OF a 6355 N.W.36th.St.slc 305.VIRGIM WDENS,FLORLaA 331 ASSOCIafion, Inc, , of D 11-1 sz a/13/1s DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 aDRAWING No �%Dc F(pHtO ,•���`�,�` -mall®5 �a9l.cam West Palm Beach, FL 33407 3 15-085 S ,� WALTER A I..1 Jr.P.E. 4 SHEET P.E.�9�Jt�.%�hMV6E/DATE no1mA LI..g 44167 s 6 2 OF 20 / 4.680• .929' --^^1"- 4.676" 1/4'-20a1 1/d'� E CAFE .745" 2.233• 0.33d' THREADED N 1 -20 2.293• .745' BAKED PAINTS) m Q cnsT N0.5 p (2 TYPJ OUED ENAMEL MRTED- ! �g1 v _.. o �) GRESS NFM� t` ` N • 1P�1 m vN `e KNOB. p ro U e?. .062" n h � O" - u„jl .V o n 1.32, .318 4 p O LBRASF Cn1N0ER BRASS MNOER &KEYS(CHROME (CNROYE PLATED) O S ([qJ " p t` •. , �+ PLATED) 2] HV CENTERMATE �������,,,,,,� a ® V OC ® HV EGRESS LOCK iFlED FOR USE W/ F1V BLADE 1 & 0 ! &2 H FLOATING CE TE ATEA• �o <s°. 1.325 A QU ED FOR USE W/ HV BLADE 1 & to ONLY 0 .875" QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ FNj 6063-T6 ALLOY AND TEMPER (231 HV CORNER CENTERMATE -.._ BEG& ON L BLADE 1Q& (I�g ON Y/ 0 ALIFIED FOR USE W/ HV BLADEOt ONLY so'O.D. 5- 7874• 6063-T6 ALLOY AND TEMPER PLASTIC HrAD 1.756' .922' 2' h1OLUE0 6.045" SCREW n 2.079- 1.753•' f.DaD- o p6`L n , .825" •J80'AFTER RIVETING .06. �, BEFORE RNETING 1/4" -20 x 3/4" -Aj v SS. THUMBSCREW 114"0-20 RIVNUT* _.-,1�1�I��.� • m ' m .paA *SI7i1F5 3444 PLUMINBN(2414-73 A1L01)LARGE FLANGE THIN SHEET NUTSFA7.PART j 0820.AS MANUFACTURED BY AVDEL m .822• CHERRY TEnORN,PAPQPPONY.NEW JERSEY°7054 OR EQUAL PLAN n FHUNT ELEVATION HV MALE "T" LOCK CENTERMATE a.s66• f „ „ HV ALTERNATIVE LOCK EJ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQ)ONLY ® HV FEMALE T LOCK CENTERMATE HV "T" LOCK ® gUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE 1OONLY QUALIFIED FOR USE W/ HV BLADEONLY W/HV BLADE OO ONLY. BLADE(i ONLY. 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPE 755° 1.977 , 1917". -- 7y of o f .0 3' ..._ - �- 432 �THUMBTURN • t 0 CYLINDER OR .063• •274- `'° .D63" 062" KEY CYLINDER .214• .64� m to � ..I^• 125• o 4.875•Min. 3 r c 'k3 ! LNG OD R ATE SOCK NG OD 4D g oo° o Ma. QUAIJFIED FOR USE W/ HV BLADE 1 & i�3 QUALIFIED FOR USE W/ HV BLADE 1 & (A 6063-T6 ALLOT AND TEMPER HD CENT ERMATE'S INSERT .fiD4• $ 6063-T6 ALLOY AND TEMPER °i vARiEs, 12'MIN. QUALIFIED FOR USE W/ HV BLADE&. ° 1/4'�D-20 6.S M 3/8'0-10 1.t30' 8083-T6 ALLOY AND TEMPER THUMRTURN -ACETAL D1uu6scHEw6. t1j2' T1.7 CYDNDER (SEE DETAILS) DO OR KEY CYLINDER TI - 1.78'M... �61LOCKING RODL1 1/4'0 ® DH LOCK QUALIFIED FOR USE W/ HV BLADE 1Q 1--375'0 /» 6063-T6 ALLOY AND TEMPER 36 HV L.t��L 3f$"0-16 ACETAL ( HV 1/A'" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. �U ;1]/INSTALLAItUTJ WILL REQUIRE A 7/1B" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLAOE(�& QJ \ DIALLED AT TRACKS FOR PROPER EMBEQ ENT QUALIFIED F R IN7/u V BLADE U QUALIFIED FOR USE W/ hN BLADE U FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone C 2015 EASTERN METAL SUPPLY,INC. Accordion ac®rdonCR whuttSystem® . A.S.S.A. HLv. g � . f`/r• �c .WKM BLADE American Shutter Systems REV.Na, DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 71-1s2 4/13/15 DATE 4/73/15 63"N.W.3028.3L,Stc 405,MRUNlA CdaM4',FLORVA 532 'OC13 Ffx2£4fe3t !C -tS30.Fax:(305181-Sl2.. WPt- (305)871 DRAII3GNo �- 0:0-C.'k- West Palm Beach, FL 33407 a 15-085 tt,,S� L ®-ODOfl719 4 r rY/7Y01"fif it�A11, , WAL7ER A.TILUT Jr.P.E. 5 SHEET P.E. SEAL,/SIGNATURE/DATE FLORIDA u` �t67 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _ 413 70 BLADE r P 6 _625 Q WBLAOE i [ ECF iA875'r f �iTFtc9x z ® HV BLADE to KJ WINDOW BLADE 0625" 0625 .0625" 'cola`!Y-X ® HV LONG RECESSED NYLON BUSHING !IBLADE'S— o OPF7ll 1x75' Y n KNUCKLE .0625 ® 0.00,5' HV SHORT RECESSED UYLON BUSHING FIAT PORTION ® hN NYLON HAT WASHER tD OR ry y a �, j �- 4 HV WHEEL CARRIAGE AISI 302-303 SERIES I v � / I 4' 40 �/s2.eisa' x 0.870"x3/16'TI LICK NYLON WHEEL 32 7/8-MIN. tN rnNeax n 0.188"0 NSI 302 SERIES S.S. RIVETS 315'0 sEPACLEARxAnoN 03• 1 BETWEEN .0525' .0625" 3.7500' ® HV 1 3/4'• ACCORDION PIN W/ #8 HEAD * EXTERIOR ;fJ - oNlLADmcs f 5 3/4- © 4 o ON C NTERS r..�. .7500" HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4",,6 -y I z 1/a" 0'c I ' cLEnR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BETWEEN TYPICAL HV WINDOW BLADE AA AND j I j 3s s POLYCARBONATE HV WINDOW DETAIL TOR ® 4? or 3 N.T.S. ((SEE NOTE FOR ! I itEODIREMENTS) OR ® I ! *POI YCARBQNATE IMPACT RESISTANIT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR ;j X o I 12 f•+IN.cL CE RESINS, w—STABILIZED GRADE OR SABIC HV 1 n' —� To B noE e M (SEE NOTE PLASTIC HEFT 103). RESIN ns11 AOR (SEE NOTE "F" ON SHEEP 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR j 1h, POLYCARBONATE SOURCES FOREXTERIOR Hv I® BLADE. TYPICAL SHUTTER ASSEMBLY r. 7> PROPQnIES ST `�" N.T.S. ,HV PIN 42 OR©< A7 4 REFFRENOE nm .m..ewe (2) HV PIN ® MAY BE USED IN LIEU OF ©AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324" BLADE'S KNUCKLE. Pl E9el (SEE NOTE * FOR SPEgFlC ChuVRY ASTM met m.4 rope O.OA Ibpo BLADE WHEN CORRESPONDING TO INSTALLATION "li", SHEET 7. mfr ® 1 REQUIREMENTS) r l MSIL" TFN9fE HELD mmvcm ASTM 083tl 9.100 psi. 9.590 P.ai. ! E10lURAL SRiWGTH AT YRLo AST!0700 12.500 P.-T. 13,490 Pat. (3) HV PIN ©OR 1@3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I ! I i FLERURAL MG US ASIN 0790 3W.000 P.P.L 3.5.000 P.11. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETCO) ! I hwrcl{m aoo A91M mss 19 Fr-11. 17 FT-mA" I �GL�s�a..arnBrr>�amcs: WHEEL CARRIAGE DETAIL 5 TM s'P2„13 472% "s x" N.T.S. ASSEMBLY LAYOUT PATS cc 9_w ASM Osis C-1 a SS C-1 aaa .T. glF IGNRION ASTM D1920 10/0'F 980'F ASIM c15S TEN9LE STREENGRI AFRR WEATHER[ ASTM&18 9302 PSL 8540-1. (1� HV BLADE SOLID & Hd WINDOW BLADE DETAILS EN9E1R558Ei0xENFAHERMG VM038 818,P31. 0090p1. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `NLLT FF��i ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM — `�cE— �IV, A.��S��® Accordion Shutter System /TiLECO t N C. KV.BLADE#1 W/OR W/O H.V.WINDOW 81110E i = American Shutter Systems Lv. oEsralPnON DATE DRAWN er: M.L TILLIT TESTING & ENGINEERING COMPANY �[�J,{/ Association, IAC_ 1 OLD 11-192 t/13/15 GATE: 4/13/15 O•• "'�1TE OF *� sass N.W.3em.SE•S16 305,NROW GNd1EN5.RDdOA 331fi PMna (305)071-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No a- iff:tllt-0991.G9m West Palm Beach, FL 33407 3 EB-0000719 WALTER A.nLLIT Jr.P.E 1 15-085 FLORIDA U..d 44167 5 SHEET P.E. �` fR1111 A�URE/DATE 6 4 OF 20 ®'3°° Gd {�°" � *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATORY CONDITION 11:ONE HV LOCK®or'EJ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO C OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16,a 2.$)� •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS OR g§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECIION OF LOCKS TO CENTERMATES y OR a SHALT. BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0 HVR 3' CONDITION 11 OR UMTTED MANDATORY CONDITION .. �! �a 12 IS USED H.V. LOCNSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY d 5 'EJo SO cx i4 °" BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i2:ONE W LOCK® @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN q � AND INSTALLATIONS AT ANY ETEVATION. HV LOCK Ior®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, p ATTACHED TO CORNER Cf"NTERMATE W/(2) 1/4 0-20 x 1/2° LONG FLAT BEAD S.S. M.S.TWO LOCKING RODS lyo Hoc-Hvc AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o x 9 sp. g� �2SS2 ONE ALTERNATE HJ LOCALTERNATIF TO MANDATO K MAY BE USEu IN LIEU OF HV LOCK or FOR ANY SPAN AND O1 � � � INST�A TIONS AT ANY ELEVATION.AL ERNATE LOCK® MAY BE USED AS AN ASIDE OR OUTSIDE LOCK.ATTACHMENT 7 H9 u>R OF 1/4"0-20x3/4"S.S. THUMBSCREW TO C OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. �a.�srid RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / v ��^ �'i3 LOCKS AT 1/3 OF SHUTTER SPAN. • 6. � IXO'DRY CONDITION 13 FOR KEYSTONE MOUNRNO INS15/1LATIONS• ONE HV LOCK @ or 0 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2" LONG FIAT HEAD S.S. SEE END �--, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION o F E H i J K L OR®TOP AND BOTTOM IS COMPLETELY MANDATORY.DETAIL - SHEETS 10& 18 TYP.FULL1+ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 'COAD aTERNATE TO MANDATORY CONDITON+1 VAL 1D ONLY FOR HV"t'LOCK�( 9t9f�ClfTER&M a AND unuurRn„mrx CENTERMATE F, O' O � ON£ALTERNATE HV 'T°LOCK=MAY BE INSTALLED 1N LIEU OF HJ LOCKS OR C FOR ANY SPAN AND a¢ an 6 OR 8 a+ 0 +03 I STzEllON AT ANY ELEVATION. AL TE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT J ��� +� OF LOCK®INCLUDES USING RONFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE + ]+ 3 aR l 1 oT CONNECTED TO CENTERMATES pAND @ W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-20x1"S.S3LS. INTO A 1/4'Ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" . @,j 07 '��^©+ 7O' 18 c" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S@ TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. NO Ilx'K W/HO CENTERMATES� ALTERNATE HD LOCK 3(�+ MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK `S�4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK®TO i@3 IS W/3 J8 x 3/8'F.H. SS.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HV13 AND HOC-HVC.SHEET 10.LDCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAL- FLORIDA PTIONALF RDA BUILDING CO on High Velocity Hurricane one A: 0 2015 EASTERN METAL SUPPLY, C. BERTHAHVTM �:•'•vCENs�.'•.,�P-; em tt h on ie Accordion Suer System AmSmSmAm A Hv. c of OR S u roary t American Shutter Systems EV.N. DE=1Ma„ DATE DruwN M. M.L. TILUT TESTING & ENGINEERING COMPANY 'O' STATE OF Association, Inc. t OLD 11-iS2 4/13/15 DATE 4/13/15 S�9•, ;•CC 6J5S I,.w.36M.SL,SW.W5.Vx,NU ri]SENS.FLCRM uta c'.• ORI Y one:(30x)871-1530.Fax:(50S)STI-1551 4268 Westroods Drive z DRAWING No —.1:UtacaOoo — West Palm Beach, FL 33407 : ,�Fss•........NG��,ti�` ED-OW6719 , 15-085 xirplll+DNAI���q.`` ALTER FLORDAAu g 44167 5 SHEET P.E. SM/-,IM I��URE/GATE 6 5 OF 20 .ONCRETE.ANCHORS POURED CONCRETE POURED (SEE SCHED+JOE ON OR CONCRETE BLOCK POURED CONCRETE SHED 13} REQUIRED 1/4'0-20x3/4`S.S. CONCRETE REQUIRED CONCRETE ANCHORS UACNINE SCREW REQUIRED 1 TOR (SEE SCHEDULE ON N/t/4'-20 CONCRETE FdtCHOP;S / 7`�Ii ll�npG7r3fr��( ,uovemlro(+7}cer Ot+[a�) r g,{EET 13) NElf5 ai tY O.P. (SEE SCHEDULE ON.SHEET 13) t +1) 208 $ ._ EQ EQ ��MAOI,F. USING 1/4'-20 NUS®12'O.C. .250"Mcx. - 13 DR 15 i _-- AN 15 sO'D .250"Max.TO CUSS(42 .� i1 FOR A ON SAN • I GLASS-1-(SEE SCHEDULEOONTSHE1111 11 iQi BADE mA'D- I 1 OR I EwsTNG EXISTING i �a>& I + 1 MIN.SEPARATION TO CLASS I 1 1 c ass-- -(SEE SCHEDULE ON SHEET 11) ' ` � OC HV WALL HEADER INSTALLATION�A HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE IXISTING I MIN.SEPARATION TO GLASS - GlA_SS----1 SEPA9ATCH 1 1 j 1 OR 1�� i 1 I L 1 IX1aTNG�(SEE SCHEDULE ON SHEET 11) 1O LEO(42 I 1 1 r I MIN.SEPARATION IU GLASS 1 {11 50 FOR B AR sfE'r 1 I I i(SEE SCHEDULE ON SHEET 11) i I GLASS t I FOR BLADE mAVO m ' N SHEET 9 u� 1 I r 'o D(ISTING 1 i OPTIONAL i t 1 11 _1 S1/4' Uzi Max. 1 r �aPnoNAL 1 / 13 «+ 15 E.U.* ii ii F i iI I+ /2' _ __ D. _ 19 EO Q 13 OB 15 f t° ----- -- 1 2 OR® --- 1/4'0-20x3/4'S.S. Idln. EQ PHIWPS TRUSS HEAD "O-20x3/4'S.S.PHILLIPS �t 7�a MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS `%R 1 8 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON Y!/1/4'-20 NUTS® 1Z'O.C. (SEE SCHEDULE ON SHEET 13) tin. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRErL BLOCK NERVE ANCHORS REQUIRED - WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON ( LL HV WALL SILL INSTAATION POURED CONCRETE.. SHEET 14) OR CONCRETE BLOCK WALL REQUIRE HV WALL SILL INSTALLATION N01E FOR COMBINATION DP SECTION`: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECEFCATIONS ON SHEET 13) BLADE 1�ON SHEET 19 HHV BLADE IN ANY WAY TO SUR ANY INSTALLATION. 111111IIIM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ``\``��\,��R• ).,r��/TA2�,4 _ ©2015 EASTERN METAL SUPPLY, INC. �P' ENs�':��'% BERTHA HVTM /IT L E C A.S.&A■® im Accordion Shutter System FIV.BADE#1 w/OR w/o H.v wtrnoMa BLADE * S /,r American Shutter Systems EV.N DESCRIRNON DATE DRAWN Bf: M.L. (' = TIENT TESTING & ENGINEERING COMPANY SAT OF :��= Association. Inc. I QLD 11-192 4/13/15 DATE- 4/13/15 ••, 0.555 N.W.]6th.6t.,St..30.5•V.F..1 GNtDENS,1-15-0 3316 4268 Westroads Drive z Phony:(305)871-1530.Fax:(305)871-7531 DRAWING No •..• •...• �``\.� a-moa:tilt.. West West Palm Beach, FL 33407 3 /ONAL E �,0 WALTEED-006719 TILIr J,P.E. 4 1 5-085 Adt/41 HLLVIN FLORIDA Uc.@ 44707 5 SHEET P.E. SEAL 9RIA"TIJRE/DATE s 6 OF 20 POURED CONCRETE ANCHORS i MN.SPARATXN1 i I I MIR.SKIP-fN ! 1 CONCRETE- (SEE SCHEDULE ON SHEET 13) I TO GLASS(SEE i i 1 OR ® DOSTING III 1 L TO CLAS REQUIRED EDGE `��ON SFS _ _i i I lsee Sc—6N GE OF 11 FOR eunE mAAp i ' i GLASS rml mruulxw I ST+fII it) _ ON SHEET 19 FDR I 12 1 .D. APPLICABLE EXISTING 9 SS ALTERNATE ' EX15TING� 1 1 II 1 r✓ LOCATION 1 1 , i i ANCHOR —LI i GLASS _ 1 ' #lOx3/4"HEX WASHER HEAD 1 1 CR 1$D9 15 0 3/e YM. TEK SCREWS 0 12"O.C. j EDGE OF } N 3/8 u CONCRETE ANCHORS I APPLICAQLE (SEE SCHEDULE ON SHEET 13) E EDGE OF EXISTING i I EDGE OF 't' / SLAB IF GLASS-1 SUB IF 1 I 1/2' 1" EDGE OF APPUCABLE n. un.SCvrwlaN i -PUCRBLE ..0. 0' SUB IF _. .. _ POURED j APPUCABLE POURED FIAT HERO CONCRETE ANCHORS roans(� D. --- CONCRETE CONCRETE HEOInRm (SEE SCHEDULE ON SHFEI' 14) -'�1IIF'�HIDA POURED REQUIRED F7A7 HEAD CONCRETE ANCHORS I a 19� 1 OR CONCRETE 11 .TRENCH INSTALLATION N SHE ms Q j REQUIRED D. " D.4 (SEE SCHEDULE ON SHEET 1 h) VAUD ONLY FOR UP TO 4.70, -75 PSF A.S.D. Q HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 LDU60NG7--ml uw,SEPARATION 1 1 - CONCRETE ANCHORS G1A59-J TO t4Ass uN.Osox 1 O (SEE SCHEDULE ON --(w�i v ,1) 1�(srE salEOulE SHEET 15) 1/4b PDy/SICF -EXISTING--j EXISTING 11, ._— TECHNOLOGY ORWERS1I4'EXISTING 3 GLASS �I M.WAI,1 TO GLASS 1 G��I v FaSTErt7c T raJ'PERs W/ MAX.GLASS 1 — 5CHIDUIE cw SIEEr IO O Nsi 1aPxrWmN iP I 1 3/4"LON.E0 6"I NN It) I'1 I C.C.FGR ISP TO AND4C.C.FOR SPNTHANi/4" i16' UPAPPLY i.t 1.1 SEVANT AT EYIItI FASTENER fFAD I I r l I I i i 1;�AIAX. I i I I {,YPJ(SEE NOTE}}ON SIfEET 11 3 8 1/2' u I _.. O OR 15 p W I I 1 }10x3/4"HEX E, » I wR t1NRATKN6 MAX. 1 I' I 1 NIN. I I ^TEK HER HEAD A'E$ it I I COM.sEwm----1.,� .e 0 12"O.C. #14x3/4" HEX HEAD i 1 8" 1--;- 1 8" 3.. ..•, TEK SCREWS 0 9"O.C. 3 _ ___ II i i i t ri t/4'r•-zox3/4'SS us OR 1 4"A-20 S.S. M.S. i I _ _ $14x3/4"S.D.S. "_ vsN•a t/GL's-20 NtRs I CONCRETE ANCHORS - 6 *�1 3/ --_-_ .'• W/NUT®9'O.C. i (SEE SCHEDULE ON 7 I O.C. 1 Mex. :4 / 0 12"O.G 1 5HEEr 14) •.•. ;�. t� CXISDHG NON SIRUCNRAL _.TLP ______ 17 aR 1 8 1I2• 1" L 17 R 18 .".'• 2.00"MIN.` WALL 1RUJ(DECORAYrvE 1 I ) EDGE OF '14x3/4"F.H.S.D.S. .MIN•,:' c.U, `(= SILL) Int / SLAB IF •a•`•'' _ `� POUR D cCNcltElE ®9'O.C. i .,.. '-. 1 7 8' 1 7/8' II APPLICABLE CONCRETE ANCHORS SEE NUIE 13(b) EE NOTE 13(b) • ttEIXlwED I--- .DSEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ( POURED CONCRETE ON SHEET 1 D OR CONCRETE BLOCK SHEET 74) :': •'�'�'�. '� •:• :.,� '~ - REQUIRED OR CONCRETE BLOCK - REQUIRED ® W.M ASN MOUNTING INSTALLATION OPTIONAL PORED M CONCRETLU n HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.00109 PRE'SURE+64,�:Pyr aEQuIaFD MAXIMUM SINREft SPAN 6'-0" 0 HV RAINGUARD INSTALLATION t INSTALLATIONTHIS SHALL BE NOTE FOR COMBINATION OF SECTIONS •E.D.-EDGE DISTANCE REMONPBLE WHENPERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) ADJACENT ENTRANCE OPERABLE EXIT BLADE to ONNSHEETU 9 FOR OF INSTALLATION DETAILS W f C1) HV BLADE ASSEMBLY MOUNTINGNY SUIT A�STON.COMBINED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 FASI RN MEfAL SUPPLY. INC. ,......... TJ , BERTHA til C9 TM E /g Accordion Shutter System L - /IME7C707, c. A01 111 0 s ■ KY. MADE#1 W/OR W/O KV.Wt COW IKADE American Shutter Systems REVw No DESCRIPTION DATE DRAWN 8Y: M.L. TILLIT TESTING & ENGINEERING COMPANY a'•, TATE DE EMS 1.X1.3EM.St,St,,Sas,VIRGIVA GARGQIS.FLORIDA vt 268 W stion, Inc. 1 oto ii-19'L 4!13/)5 DATE 9/13/15 m—:(3D5)M-1030.Fax:(305)971-1531 4266 Wes1.FODds prise 2 DRAWING No ,e'';•.14 t R is bTreralrsc4— West Palm Beoch, FL 33407 3 )J—O$J • .. Cab�� EB 0006719 ,,�SIOtdA1- 1\1Y�� WALRR A.TID.R Jr.P.E. 4 P.E. SNLf3I�f>1A6E/DATE FLORIDA u�.g 44167 6 �H7 OF 20 SEE END WALL CONNECTION I SEE N011B ON LOCKING RODS33,HV LOCKS 2) OUT 90' IN /—IXISIING GLASS INSTALLATIONS W1 1 HV *ANO ALIEI'aVATE HV LOCK EP ON SHEa. _ �l / BLADE W HV CENTERMATES W> A M?�ID o 010 OR OR SEE END WALL COIVNEGTfON 6-64°N _ EXISTING GLASS DETAILS ON SHEETS 10 & 1 z xzkl/6 x0' Q -z 8 + 8°N 9+ a6 1 + 5 3 1/4• >` a 1/z" 7" —.._._ .. ._ (s663 -T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL AIQGLE W/(2) 1/4.6 TAPCAN I 1/z• ®� ATQCHORS To CONCRETE CENTERMATES CENTERMATES (TOP/BOITO4)& $10x3/4• ® 12" --yF— T•41k.SEPARATION (4) 10AT/FAN ANGLf TUBE E(TYP) I S.M.S.o.C.FULL LENCHT. W/ HV LOCK _ or CLo) W/ HV LOCK or 2 - ( Ta CLASS SEE SCHEDULE 5 ® � * 35* IN 3 * 3 oN srar 11) 5 1 sir 1 PO -�::! I- A*L7�-�2" Cdi __.._.__. _._ @.(Da ©+�aR®6RT0+-©aa 0 m OUT m HVA HVB © ® O+O O O © EXISTING GLASS aN oN 6 7 oN$ ors 1 0+ oR POURED CONCRETE OR _ //�� CONCRETE BLOCK WALL ©+O+©fR©+O+ 1.D+Q5°N©+©ON11 -0- R. m + Sa61 + Sa6S + ax� --------- +0+© � �S�LG+® � ' EXISTING Q © Q Q ® SYMMETRICAL * s 7 aN 6 + aN GLASS 8 + 8 as J+ as 1 9+ 5 �IXISHN I N MIN. TION Q Q Q Q Q CENTERMATES 6 ©+©aN0+@aa®+©aR 5 —J GLASS 1 * OPTIONAL (SEE SCHEDULE m W/ HV, LOCK �6 (INTERIOR) ON SHEET 11) . MIN,S IEPARATION ® m To GLASS 3 ®•® - (SCE SCHEDULE i N OPTIONAL _ ON SHEET 11) (INTERIOR) _--------- ANCHOR - OUT _ 1 CHOR 0 J� q q 1 RS® , 16"Q.C. Z 1 00- VARIES 3 VARIES 3� c'7 Y L as ® OUT 6 1/2-MAX.SLACK OUT * (DaERIOR) HVE HVF** HV.D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. CEN C/T` BERTHA HVTm ■S S A Accordion Shutter System L E C O 1 N c. ■ ■ ■ H.V.BLADE#1 W/OR W/O RV. WNDJW BLADE American Shutter Systems EV. DESCRIPTION DATE DRAWN BY: W.L. *; 53 NM TESTING h ENGINEERING COMPANY 6355 N.W.s6Ln.sa.St.363,vlRcrNw,wtDENs,ELaRi6A 3316 ABSOCIatiOn• Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 o'• r�ATE Of _ ( ) DRAWINC No Ph...: 305 71-1530.r°x:(3os s71-Tsai 4268 Westroads Drive z ' F�ORIDP•'�a`� mad:6ltacova°I.o°m - West Palm Beach, FL 33407 a i (C�+'•.... `� EB-0006719 q 15-085 (\ WALTER A MLR Jr.P.E. / S/Qpp��//�� I� ��` FLORIDA Lia f 44167 5 SHEET P.E. S�4a4/L,{ 'i�`1}2E/DATE I 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMAT S 8 A LOCKERS Q W 1 HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 k 18 INSTALLATION n HV BLADE OUT [—,N--1 ani MADE(DSACK DETAIL HW,INDICATED ON SHEET a. W/ HD CENTERMATES (3`��i :N CATEWELL AS UTHIS SNE r.My BLADE®DETAIL HODTERN• a 6• 7 e m 10• INDICTED ON THIS SHEEP.WY 6E I)$m WITH Tfd6 AUIIiW SEE SND WALL CONNECTION INs7xLAnON MAIL tnc SHOWN IN TH6 SHEET. 0• DETAILSre ON SHEETS 10 h 18 (60fiT-T6=ALO". cN O�i/eanv")s I L---------- (oPNa.) 4 ------------------------------------- ---- ---------- O.c TOLL I}}IOHf. : I N (,)H.v. I N (<)H.v. YN.SFPAFATDN 3G HV "T PINS(1YP.) 'le PINS cm.) S (�9CH"�F➢UIF E 5 3 LOCK (INSIDE) 1 ss p b Gro 5 1 28 29 1 1 1 " 6 T�ro 5 3 OUT I vR 3 3 31 va 32 31 DR 32 31 va 32 s * 35 *SEE NOTE 6 FOR W LOCK �/ 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 (OP AE.) ®• (Y W/ 7/8"0 x 3/32" WINGNUT. (oP cn L)HDB—HIB OUT SYMMETRICAL HDFCDENT RMATES Y LOCI(,ON SHEEP 5. ©0 HY "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES W LOCK (INTERIOR) HVG* �t� LOCK (EXTERIOR, /—� ) (2 STATES 6441 ALL"IND" (2024-T'A1101�LARGE FLANGE THIN6•(7��„8 10 SHEET NUT .PMT 10020. 10�®�®•V,J^©•©°A AS MANUFACTURED EY AVOEL CHERRY TEx .PANSi'..NEW JERSEY ©•O.©ca©`O♦(t tem 070.54 OR EWL. v ....-..-. o•�w Q9«�4a 1G4+®cat©.® ._O \ *SEE NODS ON IDCN,NG fiOtA®e NO®LOOtS ON SHF2T G # ,INAh S BOATING.-C(yTTDFTN.KDOiM 6 VAllO iDR 111 CEN,F]awiG`:W151IlF1YAS It Mi t-DEO V`2 HDD—HVD'r* FLOATING STACK ut1 FLORIDA BUILDING CODE(tion High Velocity Hurricane Zone Pp:Tj/46�111 (4"2015 EASTERN METAL SUPPLY, INC. "�Qr'L\GENs�('a9 BERTHA HVTM /TL �C p ��� A.S®� A Accordion Shutter System Kv BLADE#1 w/OR W/O H.v.WIHM MAX X41 ��/ American Shutter Systems Er- DESCRIPTION DATE DRAWN W, ALL ILL1T TESTING k ENGINEERING COMPANY STATE OF i�g` Association, Inc. i OLD 11-192 4/13/15 OATS 4/)3/Ts 63`x5 N.W.36tl,.St..Sta 305.VIRGINIA"JIMiN3.FUM40 3516 ; Pn"Tw:(s05�671-1506.F-. (305)871-1531 4268 Westroads Drive z DRAINING No h'(�C'• �Un1"' �'�S:`~ o--1:Vit—ID-1— West Palm Beach, FL 33407 3 ss/INA .... "" WALTER A.006TiLJJ7 9r.P.E 4 15-085 P.E. 'SE ATE FLORUA l c.144167 5 SHEEF OF 20 POURED M14CRFTF OR POURED CONCRETE POUREDCRENE �RORURED�CCONOONNCRETE CONCRETE BLOCK WALLOR CONCRETE REOUIRED / BLOCK WALL REQUIRED /J BLOCK VYALLREQUIRED BLACK WALL REQUIRED �OOSTING CAS / EXISTING GLASS CONCRETE ANCHOR' /, / j — 2'MIN - EXISTING GLASS EXISTING GLASS yI LIN.SEPARAII0111 TO CLASS(SFE U1N SEPARATION MIN.SEPARATION / SC1¢pl0.E ON SHEET ETON. 1S�g�E i TO GLASS SEE TO CLASS(SEE 11 FOR RACE OMD SCHEMULE I I EQ s Bei>E ON seer 1/16^x3'MAX. ON SHM7 19 FOR 11 FOR E�OMND i`t ��ON SHEET 11 Fi12 F11ALE QAND (6063-T6)CONT. BIADESO k - - 0;!SHE?:T 19 FOR ,/2• 11 FOR iq OPHD FLTE A ON SHEET 19 FOR ALUM.CLOSER TM�FR 51 F) EiAOE^a O k PLATE.(LOCATE 1/2 ` 1 BIAnE.s O k� )—I- RPDfS(D& AT E(fHER SIDE MIN. I 1/2'MIN, Of®) ( -l•USE 1'OR 2^MAX. _ 1+ 1Uxi/2'S.M.S� _ lOxt/2"S.M.S. I _—_— (AS APP UCABLE)x2'x1/8'x0'-2' UM P ALUAIINCUANf,IE 1 0 16'O.C. --� ® 16,O.C. --_—_ \ jOR (6063-T6 ALLOY)AT MIOHEIGHT (1) #/0x1/2'S.M.S.TO®& 4 ` fl (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOJ ®� WALL AT i"O.C. (LOCATE AT a SIDE CONNECTION EITHER SIDE OF(D i OR1 OR ® SEE DETAIL X FOR-� i OR & TO TRACKS SIDE CONNECTION ®m 60.07 w® 0.®w SEE DETAIL X FO 4 «®«©, 7Q«®"'V•®w ® TO TRACKS SIDE CONNECTION m w 6•Qm 8 0•®w 1D+®m©.03w©.®m TO TRACKS �• ©•Q7 •®"'©.Oj •®m 6 7 . 6.7 , �•� ®wOmO•®°A 6,Oj '®�©,0'®" ®•®m®'®m0-®m ®'®w©•®wo6+©n O,®°'�.®w�.®w®.® O,®w®•®m®,®m®,® END CONNECTION DETAIEND CONNECTION DETTAIL© AI END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 L 1� 20 .'. REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR &d-OR EXiSTING GLASS CONCRETE F3lOCK WALL IXS G 4 4)_ � REQUIRED—--_—_1 1 2 S.M. - �ij TO G s(SEE ®16 .CWN.SEPArunaN , --���E aN SHEET (� D11 FOR RADE OAND CONCRETE 1/2' MIN. SCHEDULE ON SFFET - ---_M DE$ &FOR ANCHOR 11 FOR RADEOPND 4ON-SHEET 19 FOR _RALES Ok 12'O.C. rjBLADES O&® ----- - OR i E16, p/ L _Ep OR®OR�OR 2^MIN. ♦SEELIMITAMNS OF USE FOR ��BLADE to ON SHEET19@OR)3OR�OR(qOR� to EW 1 OR ®� PLAN ®m®m©Om® 10 ®« DETAIL X POURED CONCRETE OR �w©.pw© ,D•®w ,p,®w�.®m®,®m END INSTALLATION CONCRETE BLOCK WALL `\ REQUIRED �1©•Ow�O O«�w 6 HV BLADE OR 16 HV WINDOW BLADE INTO ®'® ®mom'©m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q p,®«®•®w®•®«p® END CONNECTION DETAIL 6 ®«® ®m® w®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 42VA�' (0 2015 EASTERN METAL SUPPLY,INC. EN -'All BERTHA H TM A.S®S■A, Accordion Shutter System KY. MAX#1 w/OR w/o H.V. WINDOW MADE American Shutter Systems D=111PnoN DATE DRAWN M, M.L. s - TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 x/13/15 OArD x/13/15 STATE Of 2 6335 N.W.36N.St.,Stn.3x5,VLR W G ENS,FLDROA 33 16 9('., OR1D Ph.m:(N5)871-1530.rax:(3D5)971-1531 4268 Westroads Drive 2 DRAWING No '•� e mal:Encnc�n. West Palm Beach, FL 33407 3 I,"r .........��,� EB-0006719 15-085 /ONALE������ wAL1ER A nwr Jr.P.E. P.E. `iVPS! KRE/DATE FLORIDA Uc.$44167 6 SHEET 0F 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" VIAXIMUM SHUTTER SPAN*"L+" * OT (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-' (ft.) FOR OR "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES. ® &® or or INSTALLATIONS W/ OS yV/ CONCRETE & WAD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK @ or ®or or Pe. MANSORY POSITNE A.S.D. DESIGN PRESSURE RATING. &.�W/ ONE HV LOCKS HO LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or©or OR W/ NO LOCKING WALL A. B, C. D. E, L-: MAX.ALLOWLE SPAN M, N, 0, P. 0, A.S.D.DESIGN PRESSURE FOR A GIVEN NEGATIVE CENTERMATES®& ®W/ ONE HV 'T" W/ NO LOCKING RODS ® ODS MOUNTING F, K & L R. S, & V. LOCK® W/PNO LOCKING RODS® TOP & (SEE NOTES t,1-T) (VALID FOR MOUNTING II (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTEStit) SHEET 7) FLOOR/CEILJNC G� H, I, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEJUNG: CONCRETE&WOOD INSTALLATIONS CONCNETE&W000 CONCRETE MOUNTING & M "ADPL w Q.pm .I .1. .NS p,s,p�pN INSTALLATIONS GIVEN A POSfT1VE A.S.D. DESIGN PRESSURE RATING, PREs WALL MOUNTING FLOOR/CEILING PI95511RE WALL MOUNTING PRESSUig DETERMINE MAXIMUM SPAN 'LF" FROM SCHEDULE. ESSU RASSU g PATpc FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING (px.FJ FLOOR/OEIUNG MOUNTING OR DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. (P.e.r.) (+OR-) (+OR-) (+oR-) FLOOR' ALL MOUNTING 0 MAXIMUM SIIUTTER SPAN 'L+'OR-'L-' FOR L+ (N L-(N L+ (0) L-(N L+ (s} (-(a) L+ (9) L-TTI) INSTALLATIONS INTO WOOD SHALL BE UMTTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR 16'-0" 30 16'-0' 16'-0" 30 16'-0" 16'-0' 105 psf. A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-'. 35 14'-70' 14'-70' 15'-2" 16'-0' 35_ 14'-10" 14'-to" 35 15'-2" 16'-10" 40 13'-10' 13'-10' 14'-2" 15'-2' ---40 13'-10` 13'-10' 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 1;i-.4" 14'-3" 45 13'--t' 73=1" 45 13'-4" 14'-3" 't HV CORNER CENITERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5- 12'-8" 13'-7" 50 12'-5' 12'-5' 50 12'-3" 13'-7" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/GELLING MOUNTINGS: 55 11'-10" 71'-10' 12'-1" 12'-11' 55 1V-10" 11'-10" 55 11'-1" IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION {12 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 ]1'-4" 11'-4" 11'-7" I2'-h' 60 11'-4' 11'-4' 60 10'-2" 10'-11" NOTE#5, SHEET 5. RATING: 65 10'-10' 70'-10- 11'-1- 11'-11" 65 10'-10- 10'-10' 55 9'-5" 10'-1" DETERMINE:_ LI+=MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70'-6" 10'-6' IW-9" 11'-5' 70 10'-6" 10'-6" 70 8'-9" 9-h' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 70'-1' 10'-1" 10'-4• 11'-1• 75 10'-i' 10'-1- 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1}'ON INSTALLATIONS. 80 9'-f 0" W-10" 10'-0 10'-9' 80 9'-10' 9'-10' "L-'AND MAXIMUM AS.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATM A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6" 9'-9' 10'-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9'-5` 10'-1' 90 W-3• 9'-3" SFIALL DE UMITLD AS FO1-LO DETERMINE: ---- 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' s'-9' 9'-2" 9'_10" 95 9'-0" s'-9• LIMITED TO +64,-72 p'S' AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'-4' W-0' 9'-�7- 100 8'-9' 8'-a' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4• 105 8'-7"- - 7'-11" 110 8'-4" 7'-7" W-7' 9'-2" 1108`-4-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2"_ 7'-3" 8'-4' '8'-11' 115 8'-2= 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+', "121", 'Le- AND 'L2-' 120 R'-D' V-11' 6'-2" W-9° 120 8'-0- 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" fi'-e" 8'-0' 8'-5- 125 7'-tU" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 -8" 6'-5- 7'-10" 8'-1' 130 7_-8• 6'-5" WIND ZONE PRESSURE. RATING TO DETERMINE MAXIMUM ANCHOR 7' 135 7'-7" W-2" 7'-9• 7'-9" 135 T-7- 6'-2• MINIMUM SPACING. 140 7'-5' V-11" 7'-7" 7'-6• 140 7'-5' 5•-n' ASTM E-1996 SEPARATION IJE 7'-3' V-9" 7'-5" 7'-3" 145 7'-3' 5'-9' TO GLASS V-2" 5'-7" 7'-4' 7'-0' 150 7'-2" 5'-7" 7'-0" 5'-5' 7'-2' s'-s• 155 7'--D' 5•-5' 1 THRU 3 1" _. - 160 6'-11' V-2" 7'-1' 6'-7' 160__ 6'-17" 5'-2- 165 V-10" 5'-1' 7'-0" W-4"--- 165 6'-10' 170 6'-9" 4'-n' W-11' G-2" 170 6'-s' a'-1I . 175 6'-7' 4'-9" 6'-9" 8'-0". 175 180 6'-6' 4'-8' 6'-8- 5'-10" 180 6'-6" 4'-8° C/ V B LA D E 185 6'-5' 4'-6- 6'-7- 5'-8" 185 W-5- 4'-s' 190 6'-4' 4'-5" W-6- S'-6' 190 V-4' 4'-5" 195 6'-3' 4'-3' 200 6'-2' 4'-2- 205 6'-1' 4'-i" V-3' S'-1" 205 1 6'-1• d•-r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. j111pIH I111H/lry7 ,,,,���Q P:rltc/�'�•�, BERTHA HVTM /►�y Accordion Shutter System j Q li. 6► `d 1 N c. f!0 w ® ■ Fm EILA9E#1 W/OR W/O H.V. WMON MALE TILL{T TESTING & ENGINEERING COMPANY American Shutter Systems Ey,I DESCRIPTION DATE GRAmi 8'f:MMxY.LG. '�C '*= 63ss N.r.3wh.sL,sea 3Os,hRcnenA GN30EM,r1ARax 33I ASSOCiatlon, Inc. 1 OLD 1 t-i92 4/13/15 OATS: 4/13/15 Ph— (305)871-1530.Fan:(305)871-1531 4268 Westraeds Drive 2 DRAWING No Vv= e-mon:ulcecoaaoLwm West Palm Beach, FL 33407 3 .1 FCOR10p,•'\�� Q EB-0006719 1 rJ—OSrJ �\`� WALTER A TLLR Jr.P.E. 4 � 5'•"••'••• FLORIDA L'w.(+4476'7 s SHEET �6 WE/DATE 6 11 OF 20 if]11:1.4161 . ai : :111 ;i,�. .S :1.. ::.r: .►:: a►.. . ..• :l1:•.:.1/-.• •: s: :Sa! •: �►�h:711 ••ar • -X ♦. r ,. 0�'MME ®®�'©m®m®®''®.©�'m®�'®�•' 7®r�' ©m®'®'®' ®'©'©'®M®'E ®' '. e ®m nQoo®mmvovc�'io$'®a�mvv ovmomoumm ROO M"""M"M a "MUM • �•mmmn p: ns�Flmmm�anom � mm • vv � oom: mo � nn0000 o m m®®mm[1m0[1,mmmmm"" mm@00[10t1)3fmm0i10[1�iLlm@D�OOQOi7�@���© m ®�""Im ®m00000�m�®m00000�mjm0�DO�®gym®mm0000�p�pp� mm" MM �®00p0p00�0®IIm]DOdOO iLl�m000flQ mom##®���®®��OODfl�mQ p0@�Qd��® OO1DDOMID MM000®000"©=OHIO" ' m®mE1O�floiim LrJ000f�Omm@11Oi00©®m@00©OO®®@Oi1o0 D�Omm�©Q m®mmOO©i!m 00Kamm Im mM"MmO0mm000iiOmm@0@®O�OOmt70mm0 mmmonm©ommmoc"Mmmmmmoogvommmrmooeommmmmm000n�Q 0000 ' mm � mm©ohm®000dommmo v 0000©m000mmm000000000n® mm�on©oo mmmonnoo mmmogo�®mm@v©ovo mm@t<1o�®8{�������i mm@00000mmmoomvom oor mom000:ommom 000noommA©o 00000©oommmoomoomm��o�1m�®�i®mn0000mm@nwve�onn000®v mm@000000®@n000iomm@0000000@movovmmmomoQ000ioom©meat @om�oo mmm000so mm@vonoo mm@000ee mmmta•tototvo ntontntvt©tno mm@omfloa mmmommoo mmm�lovoo mttelaoottattao 0011000 0o ntotEl©®taoo �mmm©mote +iimm�iimmoo®ommmm©0000mmwvomoonno�moo mm@m©o m®m0©00"00@0 , Doom®@00000mmWott:lototmmt�®0o0000O®mmm= � �0000 tQoomm ©tmo omm@�l000to® =M ttaoo mma000000m00000 mm • mm000mm�toa®00000@v0000m�imo®000m®@nm0000t; Hm0mo© mm� my®ttao mmmom000mimmoneae•om®mnv00000® 000 mm@mm8mmm�imnvooPommmon000mm©oioeoommnm00000tonmmvoo Vim ©®goo m®mv©000 m®m�0vooe�®m�©oormaoo��o®0000 00.10®moo mm©000vmmmv©00000 Aoo mmv®tE1®oo mmofl000mmmovovommooe•eQomm®a0000totot®tc1t©aeao mmv00000�immooa�o mmmotea000� �0000000 Mtv©ttatvoog mem®�®�mmlloi0000 mmmottao o mm@tw000Qmmt©tott::ttttattao mm@tvootta 00000®oommmvoo om �motv0000 oo movomoe oo oon" t©tv 0 mmmtta0000 mmm00000 0000®8®�i�m0000•ae mtoo®move mm®00000mmm000vomm@ov000mov000dotmty 0000tta tot® t©too ®mm00000mmm0000vommm00000mmil00000mm��•too ®®�tn�to�ootom mm©otv000m®000000mmm00000mm000000mm000 o mtootoo� mm©ee000mmmov000mmmoovoo mmv00000mmm00000 tntotnt©totoo mmoom000mm000000mmov0000v®000000Qm0000Qommm®t©000 = � •' 0 � mm000 toitammttaottat000mmootottaoomm ovoovomm0000000to 00000 mm000moomm000000mm00000Q.�®ttattaootta oonomo®000 • ; • • ME31MMMMMMM mmtotv0000 0®===000 mv000eoe� �®®®moo otomtmooao mmoonomm ovoo mm�® ®8® mmoovvoomovoovmo®®00000©0000 • - • i�mtQtvoo 6 "MW ®m®eonommmmoomom moor�000m000eatoutao�tmttattatta000 0000000 000�vpo00000 • 0000v000nm000e mmm®8m0000000mio�0o0000Boottaoom ®mo moaommootota000tvooso�mv®0000tOtaQottagooeoo•=ovmQootmm0000O0000d000moo0mo0eF��1oo®n�®o©mAot©nmoO000Qo . mttattattaott:attatta ottattattattattaomottatottattattatomtt:attao tottaomottaMM IS totooteto WINmommoovom0000000mmmo®®®B�iim000000moovovo nnom000d iitotvovomaovott:att:aomoott:att:aott:lo vttaootottavovottaottattaomtymom000tot 00000m0000000mottattattattattaom0000000mv000000Qomo=won �•t• � �� � r -r MAXIMUM ANCHOR* SPACING (in,) SCHmULF FOR A GIVEN MAX. SHUTTER SPAN, 47 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUMSNG TYPE FOR CONCRETE OR CONCREIE BLOCK RNSTALIATIONS (SEE MOUNNNG$4 0,&H ON SHEETS 6 e 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED COKCREfE/CONCl37E BLOCK POUtw COtIcF= (A) TO EXISTING POURED CONCRETE:(Min.f'c-3 ksi) wxAm Et@WALL SILL MOUNTING ©CEILING MOUNTING HQFLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Mm. CC=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS,As DISTRIBUTED BY ALL POINTS SCREW.13DLT&SPECIALTY COMPANY.(Mtn.Fc=3 ka) (N) D OFSKIH NEFAINE PREF WHO(psf) D.DOM NDATNE ITESMIE RANNG(FIT D.OESON 1EGWX%ZEST IH0.1PC - i/4 P BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.{e-2 kai) 30 40 6017-5190 120 160 205 30 40 60 75 90 12D 160 205 30 M fi0 75 90 120 160 205 TAPCON OR _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 3 12 t0 9 8 B s 25.5 t4 12 10 9 8 8 6 6 1+ 12 10 0 a e s 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, NC, 3'-O" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 T4 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.Pc=3 k.7) OR 14 72 10 9 8 5 6 5 14 12 10 9 8 B 8 8 14 12 70 1-91.B B 8 5 �-POINTS SOLID-SET 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 BLUE TAP'W/CAP NOTES: 1 12 10 9 8 7 55 3.5 14 12 10 9 8 8 6 6 14 12 1D D 8 tl 8 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 6 G G 14 12 10 9 0 B 6 G 14 12 10 9 8 B 6 5.5 ANCHORS IS 7 3/4 AND FOR BLUE TAP W/CAP AWCHORS IS 1 t/2". 4'-�" 14 12 10 9 8 B 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 4 1S A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'PUJ.POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 70 9 e 8 6 5.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 74 12 70 9 75 Ss 3s - 14 12 10 9 8 8 8 S 14 12 t0 9 B. 7 55 4 •sFF. A1KY.H5 OF USE FOR 1'MINIMUM FOR WADS WITH NO STUCCO. 14 12 10 9 B 8 fi 6 14 12 10 9 8 8 6 5s 14 12 t0 9 8 B 6 4.5 eIJDE A ON sHCEr 19 5-0" 14 12 to 9 8 7 4 - 14 12 10 9 6 6s 5 3.5 14 12 f0 D ss 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOTTING WALL OR FLOOR, 16 12 10 9 s 7S 4:5 - -1-4,-f2-,109 B 8 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6.5 45 - - 14 12 10 9 8 75 55 4 14 12 70 9 B 6 45 35 NOTES A1)&AZ)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6-0" 14 12 10 9 8 8 a - 14 12 10 9 8 8 6 6 14 12 10 9 8 6.51-5 3S INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 5.5 3 - 14 12 10 85 7 55 4 3 14 12 8 8.5 SS 4 3 - t4 12 10 9 B e - - 14 t2 t0 9 a e5 5 3.75 14 12 to e5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASM C-90) ` f4 12 a 6.5 SS 3 - - 14 12 10 D 8 8S 4S 3S 14 12 70 0 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON wITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUIIDEX. 14 IZ t0 9 B B - - 14 12 10 9 8 7 5 4 74 12 9 7.5 55 4 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,SOLT&SPECIALTY COMPANY. 7'-0' -Lo- - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,UNG. 14 12 10 8 65 4 - - 14 12 9 7.5 a 44 3.5 - 14 05 7 SS 4.5 3.5 - - 14 12 10 85 7 4 - - 14 12 1O 9 75 55 4 - 14 12 D 7 7.5 45 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - 14 .12 10 9 7S 55 4 - 14 12 5 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED.OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 B 8 65 - - 14 12 10 D B 6 4 - 14 12 10 8 6.5 6 3.5 - NOTES: 14 12 8.5 7 5S 3 - - 14 12 86.5 55 4 3 - 2.S 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 6 - - 14 12 9.5 a 6.5 5 - - 14 12 8 6 B.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3s - 14 12 10 8 6.5 5 14 12 8 as 5 4 9'-0" 14 12 10 9 8 1- 14. 12 10 9 75 4.5 - - 14 12 8.5 7 5,5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 11,5 7.5 8 4 - - - t4 '11 7 55 5 3.5 - - It 8 5.5 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO to 12 8 I&S 4.5 - - 14 19. A5 7 5.5 4 - - 14 1D5 7 55 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 111.6 85 55 4 14 12 9 7 8 4.5 - 14 11 7 5.5 45 35 - 10'-0" 14 12 10 9 7.5 - - 14 12 10 8'6.5 5 - - 14 12 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DISTNG WALL OR FLOOR, 14 105 7 5 3.5 - - M 95 6.5 5 4 3 - 1D 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - 14 11.51 9 G 5 4 12.5 9.5 0 5 4 4 NOTES B.1)&B2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 8.5 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - 7 - - - 14 12 9 7 6 45 - 14 105 7 5.5 4.5 3.5 - 12.5 9S 5 - 12 9 8 45 4 3 9 7 4.5 3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5 85 55 4.5 .75 - - - 9.5 7 4.5 - - 14 Its 7.5 6 5 - - 12 9 8 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDI VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12,-0. 14 12 10 - - - - - 14 12 8 6.5 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 112i% 5 8.5 4.5 - 11 8 5,5 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9.5 6 13 9s 6.5 5 4 0.5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 916-51- - 14 10.5 7 SS 4.5 - 11 8.5 55 45 35 - REDUCED SPACING 09TAINED USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 112 1- - - - - - 14 11.5 75 6 5 - - - 12 9 6 45 4 - - - FACTOR 0.5 8 1- == - - - 10 75 6 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL CAN WITH ADVANCED TAPPER 25 8.5 - - - - - - 12 9 6 4.5 4 - - - 95 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W1 CAP MIN e 6 - - - - - - - - D.5 75 5 M-7-_-__ - 1 HV BLdDE 0 ��� T� + - 14 105 7 5.5 11 8.5 5.5 E.D. MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING = 3' 3 3/4'14'-0' 14 12 - - - - - - URED CONCRETE& POURED CONCRETE& POURED CONCRETE&10 7S - - - - - - 9 r 45 3.5 - - - - 7 5 3.5 - - 1 HV BLADE W I'OI1fED OCYlw'HEIE O`N`RM anac POURED UTb']3lE CQ`1..t�lE IiDO<15 8 - - - - - - 11 B 5.5 4.5 - - - - D6.54.5 - - HV WINDOW C MN Fa=,1"ONCRETE BLOCK LK =3 1/Y MKE0..2 1/2' CMK E.D.•3 112, CO MIDGE=TD 9Or �FD.c3 1/Y MK EA-2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - B5 7 4.5 - - 3' 1.0 0.90 1.0 0.78 LD 0.84 1.0 14 - - - - - - - 3.5 10 6.5 - - - - - 05 B 5BLADE WORKING15'-0' - - 2 1/z' - a81 1.0 - - 0.67 1.0 as 6s 4 - - - - - 6.5 5 3 _ _ IN UNISON ♦ -- 10 - - 0.5 8 5 - 85 6 4 - - 2" - 0.71 - - Ob1 15 a5 5.5 _ _ _ _ 9 65 45 _ _ 1 3/4 - 051 - - - 0.432S 9.5 6 _ _ _ _ _ 10 7b 5 _ _ D,35 6 0'35.5 7 5 - - - - - e fi 4 - - FLORIDA BUILDING CODE(Mon-High Velocity Hurricane Zone \\ TI AA ©2015 EASTERN METAL SUPPLY, INC. �..✓.r.sr' 9�= BERTHA HVTM " L G A,S■'S®�® Accordion Shutter System American Shutter Systems RV.BLADE fft W/OR W/O ITV. 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SHUTTER SPAN, NEGAM AS.D, DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MINSOUFHLRN PINE No. SPRUCE PINE SPRUCE PINE . CDX 2 W/MIN.0=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. o W/ W/ MIN. G=0.43 W MIN. G=0.36 NWOfAIY __ SPAN(W WALL MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B,o. WALL MOUNTINGS W & X W & % W & X P & O - S&V S &V 5&V km M`7 woo HEM MIC X LU UM MR ftux w(PTI E ON KwK ITEM MW W)La M==ATT F&M MIN CoUM MKRLS}f MSG W) R! MM RMIE =W X WUM RTlA: WE M MM Ips Lu MM am gum vim w ul"M NSE R759AE wN M 156 6501 WAK PMM B415 44 . 30 40 60175 90 105 30 40 60 75 90 105,30 40 60 75 90 05 30 40 60 75 90 05.30 40 60 75 90 05 30 40 60 75 90 165130 40 60 75 99 105 30 40 60 75 90 I05 30 40 60 75 90 105 30 40 60 75 9 05 -0'OR LESE 12 10 70 9 8 8 6 6 6 6 6 5 12 tO 10 S. B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 10 10 3 8 8 6 G fi 6 6 G 12 10 10 9 8 8 6 6 6 6 6 6 12 1D 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 112 12 12 12 12 12 12 12 12 12 72 12 12 12 5'�0• 12 10 10 9 6 8 16 6 6 6 6 5.5 12 10 1019 8 18 6 -6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 14 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0• 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 19 8 1 5 6 6 6 5.5 5 4.5 12 10 t0 9 6 3.5 6 6 6 6 5 4.5 6 5 M1 4 3.5 - 12 12 12 12 12 12 12 12 12 12. 12 12 12. 12 12 12 10 8.5 T-0• 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 C 3.5 12 10 10 7 .5 - 6 G fi 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 72 12 12 0. 12i2 12 0.5 d.5 75 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10l0 6 3.5 - 6 6 5 .5 3.5 3 12 1U 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 72 12 12 12 12 11 9.5 12 12 1.5 9 7.5 65 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 5 5 3.5- 12 12 12 12 12 10. 12 12 12 11.5 9.5 8.5 12 12 10 8 8.5 5.5 10'-0' 112.10 7.5.4 8 6 5 4 3 12 10 G 3 - 6 5 4 .5 3 12 10 3 - - 6 6 4 .5 3 - 8 5 - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12_9 7 6 5 Ll fl()' l 10 5.5 - - 6 6 4S- - 12 10 45- - 6 5.5 3.5- - - 12 t0 - - - - G 5.5 4 - G 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 _8...6.5 5.6 4.5 10 4S - - - 6 6 4 - - - 12 10 3.5- 6 10 - - 6 6 - - 12 10 - 6 4,5 10 - - - 6 5.5 - - - 12 7 .5 C- 6 - - 12 -- - - - - - - - I Cl) HV BLADE OR Cl) HV BLADE Wj d�A HV WINDOW BLADE WORKING IN UNISON® ♦SEE Own. Al of USE FOR BIAoE ON`.9 K=19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAI_FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWIN3: -SOUTHERN PINE No.2 W/0-0.55(N.D.S) - 1/4'0 TAPCON ANCHORS,AS WNUFACTLIREO BY LT.W.OUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-10.50(N.D.S.) EACH SECIION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(NAS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.35(N.D.S.) 2 ANCHORS TO HOLLOW CEILINGS1Vil1 BE AS PER MINTING TYPE U.SHEEP 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER, FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERT14A► HVTlt 11111MIIU7fq ;� IL E �N�. Accordion Shutter System H.V.MADE#1 W/OR W/o H.V.W"M&4DE Q' •�� ' American Shutter Systems REV.H, DESWIPnoN DATE DRAWN BY: IAL TILLIT TESTING & ENGINEERING COMPANY 1.In dQ167 6.355 NX M..51..s .316.MR011M GARM6.FLORA 33f A330CIatlOn, Inc. , OLD 17-192 4/13/ts DATE- 4/13/15 m •�(= Ph-:(305)871-1530.rex:(305)671_7531 4263 Westroods Drive 2 DRAWING No -m 1:6lteraq,m1- West Palm Beach, FL 33407 s OF � m-00067 4 15-085 S1ATE r Wa.IER A.noir ar.P.E. g CA �„y, f E FLORIDA Lio.$44167 6 SHEET t5 OF 20 �y ,.J�`Sf OWN PN�l(y�+,`\`� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & JA HV.* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105,0 Rsf. A.S.D. DESIGN PRESSUREG SEE SHEET 19 FOR MAX SPAN & tI- -1/4'D TAPCON OR S.D DESIGN PRESSU E RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON TAPCON WITH ADVANCED It - / THREADFORM TECHNOLOGY 1/4"0 TAPCON OR +:r. - W/ 1 1/2-Min.PENETRATION TAPCON.WITH ADVANCED THREADFORM TECHNOLOGY 1 = • OF THREADED ARE0.TO / Y1J 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING I MN. � r \1 EX151'ING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON s EET 15) I TO Qps(SEE 1 OR 1�1 (SEE SCAWM0ULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCF C LE ON SREET SCREWS W/ 1/4'-20 NUTS I--11 FCR BEAD ONE) I / -12 OR 1�x \ 18 0 12'O.C. I ON SHEET 79 FOR I a 1'Min. E%35TTNG I BLADES(D g GLASS---I I = ^� I 1YALl- <v i OR 15 a T FINISH 'fill 1 I�-0PTIONAL T� .-WALL I I \ '`:•�r.:.: FINISH 1 EXISTING MIN. '[ OR � 1-2'x4'W000 � ���� O EXISTING MIN. HEAUETi REQUIRED I �'JOR® I 2'x4'IY000 _�.. \ 17415TING I 11 HEADER REQUIRED 1f"0 TAPCON OR TAPCON WITH ADVANCED IAN.SFPAPATXX4 I I II 1 I-HREADF'ORM TECHNOLOGY W/1 1/2- Min. PENETRATION OF THREADED AREA TO CLASSY TO GLASS(SEE I MIN.SEPARATION TO GLASS I I D1671NG WOOD HEADER. �—17 TWOR m D I EDGE G —_ "(SEF.SCHEDULE ON SHEET (SEE SCHEDULE ON StiEL 15) CN SHEET 19 FOR 1 GLASS-1 I I I RADES(D&a I I �--2"x4"CONT.SILL PLATE REO'D. OHV WALL HEADER INSTALLATIONOO V WALLS INSTAL TO (M)HV WALL HEADER INSTALLATION ' 111 II IXISIING --- I MIN.SEPARATION TO GLASSI I I MIN.SEPARATION TO GLASS I 1 - I IEE SCHEDULE ON SHEET 11) 1 (SEE SCHEDULE ON SHEET 11) GLAS I I EXISTING ---,SEE --S( EXISTING I I z MIN.SEPARATION TO CUSS 1 1 1 GLASS-� 2°xb C (SEE SCHEDULE ON SHEET 11)' WOOD PLAJ I I A ) I 1/4"0-20x3/4"S.S. I c REWD. _I I 1/4-"0-20.3/1,'S.S. i MACHINE SCREWS I I I I\ 1 I s MACHINE SCRElYS W/ I USING 1/4°-2O NUTS WALL I t/4'-2D NUTS dD 12" i �l M 12"O.C. FINISH I I I D.C. I I—J.•. f _ OR® 1 OR 2-x4-Ca M'. - Q- WOOD PLATE REO'D. N 1'Min. \ t°Min. I 1/4"0 TAPCON OR TAPCON WITH ADVANCED l ORM'n TECHNOLOGY W/1 1/2" I 2°x4"CMT. Min. PENETRATION OF THREADED AREA TO 11 �' 1/4"0 TAPCON OR TAPCON WITH ADVANCEDSEI ILL PLATE EXLSTINC WOOD HEADER. 11 THREADFORM TECHNOLOGY W/1/2" 1/4'0 7APCON OR NS1IE: REQ'D. (SSCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \\ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ",• (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2 1/2 MIN.CO%� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. "x4• WALL FINISH PLYWOOD REQ'D. W/ 1/2"Min. PLNETRATiON OF 2-MOUNTING SECTIONS CAN BE STUDS M 16'O.C.MAX. THREADED AREA INTO PLYXOOD COMBINED IN ANY WAY To 1/2'MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE WALL FINIS (SLE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION IsnNG MIN.2°x4°STUDS 0 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO K ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION O SEE UMJLATIONS OF U OF P HV WALL SILL INSTAL TION F.B.C. BLADE ON SHEET 19 I-'e` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■Q■ Accordion Shutter System H.V. MADE#1 W/OR W/o H.V. WINDOW RAE •� = American Shutter Systems REV.Ik DESCRIPTION DATE DRAWN B/: M.L G TILLIT TESTINENGINEERING COMPANY AssOCintion, Ina. 1 OLD 11-192 4/13/15 DATE 4/13/13 N.W.1.5L,5tdo e.305,WRGINIA GARDENS.FLORIDA 3316 4Z 68 WBStT000S Drive 2 Phone (305)871-1530.Fax:(305)871-1531 -o• DRAWING Na P., e-mml:Ute<atool.com West Palm Beach, FL 33407 3 i 5-085 o�•. ��oRInP ```.� ES-0006719 4 P.a' pATE WALTER v.ff 44167E 6 6 . SH i s OF za 11111 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & g HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEKDE ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX -�W.V-L FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH 8LADE 1 &- fl WORKING IN UNISON 1/4"0 TAPCON OR 4'x6" In. EXISTING F22• EC EQ- -_ ---_2'MIN. TAPCON WITH ADVANCf� ) THRE4DFORM TECHNOLOGY WOOD BEAM EXISTING / EDGE(IF APPLICABLE) ::. W/1 1/2'Min.PENETRATION SIRUCTURAL ADEQUACY 1/4'0-20x3/4"5.5. OF LASING WOOD BEAM OF THREADED AREA T0. 1• pHIWPS TRUSS HEAD TO BE CERTIFIED BY ,.r EXISTING W000 HEADER. f MACHINE SCREWS EX15i1 WOOD (SEE SGiEDULZ ON SHEET 15) tn. ARCHITECT ENGINEER OR Q TRUSSES RAFTER 9 24" W/2 O.C. NUTS ARCHITECT PRIOR 70 19 6 12'0-C. SHUTTER INSTALLATION. 1/2" _ 1/2 O.C.REQUIRED 1 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 3/4 Nax.THK. -257^ THRFADFORM TECHNOLOGY X. Max. W/ 1 1/2"Klin,PENETRATION EQ Q 814x3/4" I_EQ 0 1'x4511/8"CONT.ALUM-TUBE tv I I OF THREADED AREA TO SMS. (6063-T6 ALLOY)W/ PRONAL EXISTING WOOD HEADER. m 6"O C (3)9/16'0 LAG SCREWS IO ( E SCHEDULE ON SHEEP 15) OF Q Of Or Q Or 1S EACH RAFTER OR TRUSS. 1LOCATE LAG SCREWS AT - MIDWIDTH OF EXISTING WOOD EXIS 1NG MIN 2•x4" 1 OPEN HOLE AT EACH I\AD�;R.(Z Min. NOMINAL EXISTING HEADER REO'D STUD 70,ACCEPT -I- PENETRATION OF THREADED GLASS II MIN.SEPARATON TO GLASS I (SEE SCHEDUI F.ON SHEET 11) EXISTING I �- 5/16`0 LAG SCREW ' AREA.VAUD FOR GLASS—j AT CENTER OF TUBE. I INSTALLATIONS WITH 72psf I MAX.AS.D. DESIGN LOAD AND S HV ALL HEADER INSTALLATION I PAN.THIS S EXISTING—I mG""(SEE NSTALLATIONs ONLY VAUD O ,J swni.e rN s+�r I N RIR aAOE(DRO r- ��♦ FOR WOOD W/MIN.SPECIFIC I ON 5 4177 19 RR N O OR Vr 1�9 ET 1919®� GRAVITY OF 0.50 AS DOUGLAS nvrE-g I RAnfSmk® a,�m&CST I i FUR OR SOUTHERN PINE No.2, 1-SEE SHEET'4.FOR TYPIGL SHUTTER ASSEMBLY OR O OR EQUAL 2-MOUNIING SECTIONS M BE COMONED UT CEILING INSTALLATION �— — IN ANY WAY TO SUR ANY INSGIIATION. 11V CEILING INSTALLATION F TO (� I --��OR®s ✓✓ I MIN. I I MIN. SEPARATION TO GLASS IS�E��� SEPARATION �- (SEE SCHEDULE ON SHEET 71 EXISTING ON SHEET 19 E GLASS. I I 1 EXISTING ' mss\ 1 ammo n a \ ION ESHEET i Lj I I 1 1 I I E%ISTINCL- I7 LOCATR I I I I AL7rRNArE d WALL ANCHOR I I 8 I I J_ FINISH I I I 3/ew- 10x3/4'-HEX GIAS i i I I 1 2"x53 MIN.WOOD Nax• ©' 7 3/8 YI7. WASHER HEAD TEK I DECK REQUIRED IIT ''"" •� SCREWS U 12•ox (NO FINISH u y�':;�:•'' 13 OR 2'x6"MIN,WOOD DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) _ E — '�/2" 1" OF --- _ —EDGE OF DECK 9 EDGE OF D(Ll( i- O G IF APPUCA13LE DECK IF _- IF APPLICABLE - - APPUCAHLE 1 -- 1/4'0-20x3/4'S.S. - -'--= 1/4'0 TAPCON OR 1'- PHILLIPS TRUSS HEAD -2r+ — I TAPCON WITH ADVANCED Mi"' MACHINE SCREWS -- 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ T14READFORM TECHNOLOGY W 1 4 2O NU7g THP,EADFORM TECHNOLOGY W 1 1/2-Min. Z MIN. SILL pIATE Wi 1 1/Z"Min.PENETRATION W/1'/4D.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM MIN, - pENLTRA710N OF THREADED / /- REC'0. OF THREADED AREA TO TECHNOLOGY W/1,1/2'Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE :EXI1TR4G WOOD HEADER. MEA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) A SEE UMITATICNS OF U5E FOR O HV WALK—OVER INSTALLATION BY WALL SILL INSTALLATION B1ADE©A ON SHEET I O HV FLOOR_INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. T/� AAAAj� - ®7015 EASTERN METAL SUPPLY,INC. BERTHA HVTM - Accordion Shutter System e !L E C 0 e N c. ie wi ■ H.Y.FAME#1 W/CR W/O H V.WINDOW IAADE 7A' •yr+ - American Shutter Systems EV. DESCRIpT10N OAT[ DRAWN BY: N.L. -O: �'/j�5(/� �j/�)/��• TILLIT TESTING & ENGINEERING COMPANY ••, "'" "' <�2 6355 N.11.36th.St,Ste,305,NKGR84 GAEN)C LS,TLORDA 331 Association, Inc. 1 OLD t 1-192 4/13/19 DATE.' 4/73/75 � FNono:(305)971-1530.Fox:(305)671-1531 4266 Westroods Drive 2 DRAWING No ��FS+� S� /•`.UHI NG ,+' a maEB-1067 9 sam West Palm Beach, FL 33407 4 15-085 "AA4j1f�NALE11\\rx WAL FI.TERA.ORIDA ILLI 44167E 5 SHEET P.E. SEAL�S'fAYURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Yx4-Nm.wow SNDS RPL'a Yxi•wi.w000 214•Nin. STUDS Firwo. WOOD SIUO&_ 1/4•®TAPOa+ T Yxd'NN. (AS POVU:A� / ANCHORO 6.OL.aPL1wv0O s N°X'\ / �\� sivos Ixm. xx :.• e°snnc� q oas,wc cuss y � \ oasnne cuss / \ X' / /m \ aoLArwm1 a i Wall IW 2 -'Ca<..S.%Yv. —1/2'4L COX TD (R2 NM.SPHiRKW NN PLYTIOw. tee.., '�>c`.+'"� 4 -v.�: 31 FOR W aj ro(u4s(58 ,/z•Wn.CAx ._,��w .^v" ro aws(SEE 1+ 9TE 9 tJl6'r3• tl FOR 6HF Q1Af9 _tiX' 9]4DUE Qi 94] �>'1••••'' R llUIE RI 4E£f O OM(D&aw (ws3-1E7 wear. rinsn VY uw.wz w s¢r 15 as 11 rm a mwo 1Jz•>-. n Rx1 arae®.No HAOIS®kLil� ALau.CLOSRt PL1wOw. DVaI5�31(IJ WNL ai9ffi,9 F6t H�® 49t 1 WIN. PIATE.(L TE 1/2' NwsR [1XE5(TIC(LI7 AT a1ntR S9JE NM _ 01516.G S.NS. 410 O.G j10.1/2•S.M3� -—- a8 Nz'tE Ie°6J-TG NL°»AT YOfe]Gn{' Cl) /mxl/z•v2s rop.n 1 OR®p See Dema_x F 1 OR®� vn�voE - s CCP@+EOnON - (9-Ci'O/'0-�•®• 90EWIVffCilON oRQ9�• mlwwacs •C3-©•07-8 1 •®- WEro1nC al FOR 4 ®-C9-r`Yr(.-®• •�- TO 50-07 0-08:0- END CONNECTION DETAIL(7) ®•0®•�® END CONNECTION DETAIL END CONNECTION DETAIL Sa END CONNECTION DETAIL /-CLASS/ •RE°alSD ONLY fOR sours GTIFATFF TVaW 1]'-0- LASS 2•x4•NN.MOOD /4b TIPLON N1alOR'a 1/4E TAPODN ANCHO' // Sft3Y'�� W/T 1/T uN w/]1/2'NW. 91,6IdG SN.S. �� r fJOSRNG GVSS� PENEIPNION O 12 D.F PEI:EIRATxFI O 12.O.C, aet SOTROKN _ TO pns(SEE �/�� ♦ SEE LIMITATIONS OF USE FOR WIN . c, 1/]•NM. Sa /IlE CNF U 4 V BLADE 1A ON SHEF( 19 10 aAss(s1E 11 low aAre6)ATo S0m><c aastEri, 5 ON RSO&R:O 1/2.lUDE11@1 A 2_IAN. DR _ - -- © @OR 7®OR® — 4 — — — Q • I g MU slrT. Of OR • 4-- 4 �,:}N..•.'r i:,^,•li%r .t.' 6 OROOR(BOR o�-�-©•70.8 + •®°` `WW.Fu.sTr 2""ueu.wOco� ILNJ. 1'�-©•O.O'+ssa•®- Dnf�oR(1-�D�z 1( vlEw r Gg•0 •�•�-p•+�- sruD WVO. FexsnPLAN CS)Q) 0-T'U'B' DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ,1s\1111111 1+t/a III ©2015 EASTERN METAL SUPPLY,INC. a BERTHA HVTM /s+� S Accordion Shutter System I L E v ® !lE e. ■ ■ ■ RV.RADE#1 W/OR W/O H.V.WNDG1'/+MADE �J TILL] TESTING & ENGINEERING COMPANY American Shutter $yStBMS �.,N ursC�PrLOM oA7e n4/1 TATE DF * 5.155 N.W.30th.St.,SLe.3(15,VIRGINIA GARDENS.FLONUA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DAM'• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads FDAive 2e-mo R-OW6719i.c°m West Palm Beach, FL 33407 4ON�A1 ENP` Waaa®a c�844167 5 P.E. BEhI,,�r�i{1M'1 ft/DATE D n FW BLA DEu�SDION SHUTTER J MMM wOING IN eERTI{e l0. fT}� I U}� [JNISON WITH W WINDOW BADE DAl- l� �{' Y Y 1.MAX.A.S.D.DESIGN PRESSURE RATING+110.- 110 p.s.f. 2. MAX.SHUnF.R SPAN:.95' MOUANOWGS EMOUNTINGS;A.&WDON SHEETS 16&EE17 6.7;AS WELL AS /� 3 ONLY CENIERMATES 2R1-®(BOTH W/�4 OR ARE ALLOWED WITH'1�7 0.04., H Q 5 (27J JRRAyGED IN A SYI/`{(LZAfCAL OR OPPOSING LAYOUT.IN CASE OF OPPO`�I"NG V LXYOUT.('Sf5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 6« CINTQRMA 6 ttP.EA END • s • S.(A)FTV WINDOW BLADE�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS • (3'0 HOLES)FOR®PER GLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINDOWS N • • OF ANY 3'O F�iDLE FORS®TOOSHABE BOTTOM EDGE OF W WINDOW BADE ALLOWED AT ITV WINDOW BUVDE Q� (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY DE HV WINDOW BLADE • • • • �•10 (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADEQ >3 THROUGHOUT SHUTTER'S WIDTH. �s @ s • • s � LL a • (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV - 11 / s BLADE 1 AT EITHER SIDE OF THEM. _ `� A (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TIW TABS FACE SEE END 1 THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4V MUSr BE CETAJLS N • ♦ g ONLY INSTALLED AND LDCKED USING A HN SETTING TOOL PROVIDED BY ASSA. ONNECDETAILS IO SHEETS01 10& 18 TYP. £ INC. lV dA NLL HEIGHT. 3S 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED 6Y SPAN PND DEIGN—('SEE NOTES P YP 4 1 &2 ABOVE). C � 7.SEE ANCHOR SPACING SCHEDULE FOR 1WDLLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO CUSS,SCHEDULE,PER ASTM E-1996: (SEE PUN FOR REQUIREMENTS) WIND ZONN D H TYP TDP&BOT N. E MINIMUM SEPARATION TO(8A55 -- iiNUMITEO WlDlll 1 THRU 3 NN.SEPAR%nCN TO GLASS - DOSDNG GLASS ELEVAT ON ST_SCHEDULED O¢DUE ON SHEET 11 FOR BADEm 4 6.25' ---- AND ON TH95 SHEET FCR RADS 1()&O 5 to r� '�•' \\ TYP. S 0 Typ. SYMM 'CAL CENTERMATFS W/2 OR©�AND W/O (SEE NOTE 4 ABOVE) PLAN t 14 5 \\.` / TYPICAL C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE c1A SHUTTER.* �---- N.T.s. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ````\`,, 1111TINIIIiTlAV7 0 2015 EA.SIERN 6(EFAL SUPPLY. INC. BERTHA H Y TTA cEN Accordion Shutter System■ ■ H.V. 9�C€#1 W/OR W/O H.V.WNDCIWBIADE * yfts►/!�— TIWT TESTING do ENGINEERING COMPANY American Shutter Systems Ey,N AEST IPDON DATE DRAWN BY: N.L. = tiT3s N.W.3&1,.St.,sre,'0.y mw'MiAA Gmt"S,FLM'M 331 Association. Inc. i OLD 11-192 a/13/75 DATE: 4/1.3/15 STA7F nF r" Phans:(305)871-1530,Fax:(305)871-1531 4268 Westroads Drive z DRAWING No .��e(n'• °<OP�pp t[�r.� a-nwn:N ecoeoa— West Palm Beach, FL 33407 5 i�'`'sn''• .G��`\ WALTER k0007F79r.P.E. 4 15-085 n, / ROR OA U..#44167 S 1��s SHEET P.E. 5[tl 1'tE DATE 6 19 OF 20