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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 -ggr,,5.3., r,:r - � 8 MUM no Ma[)epa tI�IQ'i ltof BCIS Home I Log In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff t`SCIS Site Map t Lints ¢Search t PBushes *;masa"Product Bush st'r� j Approval rofeUSER:Public User Regulation r�E� Product Approval Menu>Product or Application Search>ApollCatlon Llst>Application Detail x� a FL# FL389-R8 APR 2 12016 Application Type Revision Code Version 2014 PEPMIT71NG Application Status Approved St. Lucie County, FL Comments Archived i= Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley 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 v� + Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM 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=wGEVXQwtDgvYYI H2vJvx53Mws... 8/3/2015 Florida Building Code Online Page 2 of 2 I 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 SummarV of Products FL f# 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 II A.S.S.A.INC. DRWG 15-086 odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DR4VG.15-086.odf 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,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-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 __T 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.[)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 level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 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 084 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.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf 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 j Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEEO 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-I 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 urider Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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: securi +t�rrucs littps://flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGFVXQwtDgvYY14H2vJvx53Mws... 8/3/2015 I L7_FE OC 0 il-LLIT TEsTme a EFJOHMEERtrars comPANY ilteco NVALTER A.TrLLIT,JR-,P.E. FL tPX Vwe@aol.com =N4.44267 FL B.B.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 W1 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 Bialp4p .1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by E.; dated 4/13/15. This drawing is an integral part of this E 12 _ ,_ 41 33166-P one: A°-Fax: (305) 871-1531 6355 N.W. 36th Street, Suite 305,Nfiami,Florida PRODUCT EVALUATION REPORT NO.15-0413.02 z 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203; -as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab, of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11116/05, signed and sealed b William R. Mehner, P.E.# 1214.01-05 dated 12/20105, signed and sealed by Y = 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.31DM-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 02/1112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of -the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.2 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 12/14107, 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 2612 of 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. Tensile test as per QC metallurgical Report # 8GM-693 ted July 21, 2008 s'ag LP?, signed and sealed by Frank E. Grate P.E. as per AS`�oW 8TI J Qualifications for Sabic Innovative Plastic PiO pate... "wsin 103, equivalent as per letter issued by Sabic, date41 . e� ed fk Eastern Metal Supply Inc. to approved # 9034 sheet ° � Wth i tni ®ade- County Approval addressing the burning character�itics; vtlni g arrdsructural (mechanical) properties. ` 4 kk 4 4 A ` 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. WIND 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 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 indicateglo R� of drawing No. 15-085 SE ti _dy e SSdON X\_off B�oaaesa I L 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 IVELOCITY 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 WalteriA. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). I TILL/�® ofa>®eoaeso®® 7 A a 4 ® Qp�I"t7WON- @O9�®esassrdB'�� I � I I i I it 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 EDMON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTAUED AT HIGH VELOCITY HURRICANE ZONES. p 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 OrC CONTENTS BE INSTALLED WITH A DIRECTIONALTIY FACTOR Kd�.85,USING ASCE 7-10 AND SWILL NOT EXCEED THE MAXIMUM(AS.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(1)& Q� BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS?.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 YES INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED 1N THUR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1_SO WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEEP 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 BLADED 50214.01-03,50715.01-03,51004.01-05,51214.01-0.5, 50317.02-06, 0609.01-10 AND 50210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE Cts AND HV WINDOW BLADE (1Al AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&51220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE ®50505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 5 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.W BLADEQi AND HV WINDOW BLADE 8 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDTITONS 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 514x2.75'AND 514x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS FFV SHEET 8 SS STAINLESTEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 ksi TENSILE STRENGM.PINS SHALL.BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 ksi AND 35.7{Hsi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 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 ksi 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 ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STANLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE( &® WORKING 1N UNISON: 12, 13& 15 INSTALLATION DLTMLS S-X,WOOD SHEET 17 8.THIS BERTHA H_V_ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 56'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US. PATENT 55'458,179 ISSUED TO EASTERN END CONNECTION DEFALS 7-12 &X.WOOD SHEEF 18 METAL SUPPLY,INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PRIVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WTTH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD A 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURMS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION STUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WTFH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE- 12. ODE12.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 T0. 13.(o)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC 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 DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALIDER INVALID IF ALTERED BY ANY MEANS. I OB FAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED Re A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(FOR,)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAV/INGS FOR REVIEW. (5)ORIGINAL P.E.D.SHAD.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. 11 I FLORIDA BUILDING CODE(Hon Nigh Velocity HUrricane Zone R At/�'•,, ©2015 EASTERN METAL SUPPLY,INC. BERTHA HV,. _ Iyy Accordion Shutter System L 1 AI C. ■ ■ ■ ■ TLV.RADE#1 W/OR W/O HGV. 1WN1IXIW RACE American Shutter Systems iEy.tR DECRInCk DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY TE OFi � 6]SS k.W.78 .SC.Sy 303,NPC MI. JADETS,FVIRW 331 Association, Inc. I OLD 11-192 1/13/15 DATE 4/13/15 Pham:(30.5)871-1530.Fox:(305)1171-1531 4268 Westroods Drive 2 DRAWING No '-Bron:611'..0-1- West Palm Beach, FL 33407 3 WALTER A07fUIT1J'P.E. 4 15=085 P.E. SEACfSr}�}��FURE/DATE FLORIDA Uc.5 44167 5 SH ET 8 OF 20 p 3'+FitR ntxarN uM[ y . VARIES 1.491' 7 '�e7 1.918• c o in Mox. 1.200• 0 4.577" 4.857' ��o _ 4999 C aAl. Jf1 HV SOLID BLADE H X75 a W, 05 HV 90'/180''\STARTER �HV UNIVERSAL FLOATER CO D UNDER US PATENT j 5458179 HV BLD OR USE W/ QUALIFIED FOR USE W/ HV BLADE tO �HV DIRECT MOUNT HV BLADE10 H 6005-T5 ALLOY AND TEMPER QUALIREO FOR USE W/ W OY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET i9 LY 2 . 6063-T6 TEMPER 3.226" 1.500• 6063-T6 ALLOY Att1V�D TEMPER 124• n 085" 670• 2.670" 3.556' � �) .9W121" .570" 9926" �' _07V N _ 4.897" o.815" 2.092"V J D TE W/UP -_.....4.438 1.375" 0.072' 0.072" . 3.226' QUA FIED FOR USE W 8�HV WALK-OVER TRACK V ADJ. 00 RAC - BLLOY AND TEMPER QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK Ss 3_7W [4 ED FOR USE W/ HV BLADE 1 QUALIFIED FOR USE W/ HV BLADE QONLY. (�10 HV RAINGUARD D 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FN 6063-T6 ALLOY A 0 EMS N VARIES t936" BLADE() T" 1'915 VARIES 1.936" 11063-T6 ALLOY AND TEMPER 1.917" of `o ax. 083" 083" .083" m .083" .093• .093" io 00" 725' .060• .OGD' 670 n .093" ,�. 1A. .060" - 9. Ce 670 1.686, 4'2 870 0• 670 e v 3. 20' - p, 11 HV C 1�iNG HEADER 1 HV HEADE93 HD CEILING HE QUXLIFIED FOR USE W/ HV NLY, QUAD ED FOR USE W/ HV BLADE1 ONLY 6063-T6 ALLOY AND TEMPERO QUALIFIED FOR USE W/ HV BLADE 14 HD WALL HEADER SI SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ 6063-i6 ALLOY AND TEMPER _ _. - - 6063-T6-ALLOY AND TEMPER - - - -- BLADEQ)ONLY. - -- - x 6063-T6 AIIOY AND TEMPER TI y COMPONENT A 8 T1 T2 X Y t NXMNYA1Nt 1" 1 1' 0.0622' 17 @2'- 5'140. 1/8" 1/8'5"MAX. 0.192' 0.192' ILI SIDE ANGLES 9 Cc CORNER POSTS QUALIFIED FOR USE W/ FN ALUMINUM ANGLES ,s 2.5' 7"MAX. 0.190' 0.190" BLADE iQ QUALIFIED FOR USE W/ HV QUALIFIED AUSE W/ HV DE 6063-T6 ALLOY AND TEMPER BLADE Qi ONLY. ® 6063-T6 ALLOY AND TEMPER 2' S'MA%. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. Q� ENsF S BERTHA HVTM � Accordion Shutter System - KY BLADE#1 W/OR W/0 H.V.WINDOW UAW � ^ •'*= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESDRiPRDN DATE DRAWN W. MA_ - Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF 6353 N.W.36 h St.Sta 305,VIRpMA DARDENS.FLORIDA MIrA Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No FLOR10 •'��� -mail:6llecotDaal.com 15-085 %�p� .• � a ED�G19 West Palm Beach, FL 33407 3 ,7177 FiSS. ••�\\\\\ WALTER A MLLR Jr.P.E. 4 SHEET 77 /O N A� \\ FLORIDA U..#44167 5 P.E. S��I�+/dXti tR 6' E/DATE 6 2 OF 20 4.660' .929' — 4.676" 1/4"-20.1 1/4-20 E CAST .745' 2.293' .334' TfIREMm IIOUOTNC ENMtEl 2.293' .745" Y.S. BN(EC PANTED ED IG GAS T BYO• 0-ti m NM (21YPJ '� 0 ENAMEL nw ' o n C7tE55 NRN^ °s?, .062" 1 .318 'a 1.325' R 06 BRAS CYLINDER BRAS CYLINDER &KEYS(01ROME (CHROME PIATm) PU8E0) 21 HV CENTERMATE �R �C ® HV LOCK ® HV EGRESSLOCD& 1g0 F2 HV O G CENTERMATE 0 .575' QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1 & LA ONLY BL4DE✓J& 0 ONL BLADE 1Q& ON 6063-T6 ALLOY AND TEMPER (231 HV LTE `� 50'O.D. O AUFIED FOR USE W/ HV BLADEU1 ONLY 2.874' 6063-TG ALLOY AND TEMPER PLASTIC HEAD 1.756' .922' 4.045' 2' MOLDEDSCREW m N 2.079" 1.753' o .3ff 60'AFTER RIVETING tmD' o p6ti P n - .525• ttir1.tP .OB o ^ BEFORE RIVETING t(1m• N y �, g " rc n 1`4-9-20 X 3/4" -0 „rt M N S.S. THUMBSCREW IIA-0-20 RIVNUT* *SQ5E5 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSFRT.PMT t 0620.AS MANUFACTURED BY AVDEL PIAN `y FRONT ELEVATIONHV MAL 4.566' CHERRY TE%NRN.PAR5IPPENY.NEW JERSEY 07054 OR EQUAL E "T” LOCK CENTERMATE " " HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(I)ONLY ® HV FEMALE T LOCK CENTERMATE 6063-T6 USE AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE t@ONLY QUALIFIED FOR USE W/ M/ BLADE(1)ONLY W/HV BLADEOONLY. BLADE(j)ONLY. 6063-T6 ALLOY AND TEMPER 6063-•T6 ALLOY AND TEMPERr 2 1.917 1-91Y � 3.167 063' 1 30 �— D / -THUMB C(UNDERROR 062" KEY CYLINDER .214" m oa n _._..-In _ N 0.875'Min. 1 .123'Max. 3 ' ING OD �21 CENTERMATE W LOCKING ROD 4D 0°° o QUALIFIED FOR USE W/ HV BLADE 1 & QUALIFIED FOR USE W/ HV BLADE 7 & 1A 6063-T6 ALLOY AND TEMPER �3 HD CENTERMATE'S INSERT .804" 6063-T6 ALLOY AND TEMPER p-� °r' ° VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADEQ&� � _t/4'M-20 S.S.OR 3/B'4-16 1.130' 6063-TG ALLOY AND TEMPER THUMHiURN ACETAL THUYSSCNEWS. t1/2- CYLINDER (SEE DETAILS) DQ OR KEY -141 (Tom CYDNbEi - 1.78"Max. - N ® LOCKING ROD 1/4'0 �4 H- D LOCK QUALIFIED FOR USE W/ HV BLADE 1Q 375'0 � 6063-T6 ALLAY AND TEMPER 36 HV 3/8"4�-16 ACETAL HV 1�4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. itoJINSTALLATION WILL REQUIRE A 7/16` HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& OA DRILLED AT TRACKS FOR PROPER EMBF� ENT QUALIFIED F �{Ild 1W7 ry OLADE 1Q QUALIFIED FOR USE W/ I IV BLADE 1Q FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 40 @ 7.015 EASTERN METAL SUPPLY. INC. BERTHA H11'TM A.S.S.A Accordion Shutter System 11LIEC O .mc_ KV.SIADE#1 W/OR W/O KV.WINDON MADE Shur Systems 1EV6 N DESCRIPTION DATE DRAWN BY: M.L. TILI.IT TESTING & ENGINEERING COMPANY S •447�. A99CCi0'tl0[I4 Inc. f OLD 71-192 4/13/15 DATE: 4/13/15 6s3s N.W.Sam.s.,sta s6D,vmawlA r�J+Dao,ETnRm�sat -. A_•. F� VDQ:�� 4268 'Nestroade Drive z (305)871-:UR Fax:(305)677-iSSt DRAWING NO �,,FF'•-....•'���� �,naE: 0008+Taa.wm West Palm Beach, FL 33407 3 15-085 sslorsA� R A, nL rJ f '7Y/1//t1i11171/7111t" WALTER , T,#Jr.P.E. P.E. SEAL/SIGNATURE/DATE rl°RmA u`' aa167 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV S HV 41 a/s'a 1 io h1. PCE 13 (J) FW BLADE 1 ems" .1875'F I EC1FRtOR 3 HV WINDOW S ADE ' .0625` .' x-x .115x5 .0625 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING I z 'I l n KNUCKLE 53 "0 OPQJIN 0625 -1875` Y 3 I I O N (IVP) 0.0625' HV SHORT RECESSED NYLON BUSHING a a4�- cY o I I RAT PORTION RI I D/ ® F1t/ NYLON HAT WASHER Q OR ® N rn I e IaR 3 BD" ® HV WHEEL CARRIAGE A1SI 302-303 SERIES 40 1 i n _/,1 /oz.8750• X 0.870'x3/16"TIIICK NYLON WHEEL_ 3 I I FN WINDOW n N 2 7/8"MIN. 0.188"0 AISI 302 SERIES S.S. RIVETS 315"m 5EPLEAR A71or1 D3'D0 BETWEEN .0625:1 ,0625' 3.7500` ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ;y; - OPENINGS f 5 3/4" ' 4 o ON C TERS•.��. .7500" ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'k 41 �q . 2 1/4" T'1Of ^VON ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i - i i� BEiw� TYPICAL HV WINDOW BLADE AND I I S Y 9 ; 1 a POLYCARBONATE HV WINDOW DETAIL ' SDR ® or 43 _ N.rs. ® (SEE NOTE FOR I I I REaUTREMENTS) 1D OR ® i I *POIYOARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE * l I 2"MIN.CL cE RESINS, LN-STABILIZED GRADE OR SABIC PIN REQUIREMENTS AT EXIIERIOR BLADE KNUCKLE FOR <o� TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 `��q (SEE NOTE "Fn ON SHEEP 19). o�`r ISI (D OR' (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR )INw& _ BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR N4 I ; i I POLYCARBONATE SOURCES FOR 44 ® 1 EXTERIOR FN BLADE. TYPICAL SHUTTER ASSEIABLY 1 rnxx PRcsrnnLs TT,� Re—, _ N.T.S. -;THY PIN�2 OR AT RD130CE (2) HV PIN ® MAY-BE USED IN LIEU_OF_®_AND ONLY-AT - ExT�wR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q mD.3za BLADE'S KNUCKLE. ire _ (SEE NOTE * FOR SPECINC GRAVITY ASIA 0792 ..w IL/in 0.043 IC/ki BLADE WHEN CORRESPONDING TO INSTALLATION "H", SHEET 7. 3 REQUIREMENTS) TBNSLE VELD SIRESIGM ASIA OGStl 9.100"i. 9,500 P.a.i. ( j I RF3fDRI1 STRNCl/i AT YEW ASTM DM 12,300 p.v.i. 13,400 pal (3) HV PIN ® OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 45� Ili FUD(URALMPDULUS ASM D790 310.DDUPO.i. 315,000P.�I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� a Ii HF44D SHEET OO I ! Namim atm As1M D2% 18 FE--$t'. 17 I i FlRF S�aN:ewg WHEEL CARRIAGE CARRIAGE DETAIL 3MGIa:DENSRY 75'1'11x813 472 z G45 E MAx N.T.S. 4EAIBLY LAYOUT RALE DF DURING ASTM 0615 C-1 CLASS C-1 1A5s SEF IGNITION ASM.D1929 1 'F 990'F STY 0153 TENSILE STRENGTH AFTDE WEKMEAI ASTM 918 9302 Psi. 8940 Psl. n HV BLADE SOLID & iA HV WINDOW BLADE DETAILS TENSIE 9EFOKWFATNEM ASM 639 -1°''. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. � '; BERTHA HVTM `,cf _ A S S Accordion Shutter System 1 L E C® �N c. i . . w RV.BLADE#1 W/OR W/O H.Y. WINDOW MADE (l _E American Shutter Systems a,, DESORIFTION DATE DRAWN 13Y. M.L.TILLIT TESTING k ENGINEERING COMPANY ' TF pF *' Fass N.W.30m Se.-se 305.ANGINA GARDENS FLORIDA 3316f Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 '�•• PMne:(305)871-1530.Fax:(J05)071-7571 4268 Westroads Drive 2 DRAWING No ORION .\c \: e- .71:61t— ..1— West Palm Beach, FL 33407 3 s''•-.....-••-�`+, EO-0006719 15-085 0NAL ENG++.+++ WALTEr A TILUT Jr.P.e P.E. 9YAif(51[S1��URE/DATE FLORIDA U..#44167 s SHEET 6 4 OF 20 �•�� O�^^�12�aa *NOTES ON HV LOCKS AND CENTERMATES: A B C G ®•® Y N S T U ®'q'qL��y,,'� •� 1.MANGATOItf coNDliION i1:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INST TK)NS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO V1 OR CENTERMATES W/(2) 1/4'o-20 x 1/2"LONG FAT HEAD S.s.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.QffiIF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHAH BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. it a02 IS USED W/iW0H.K LOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION. BUT MAY BE USED IF DESIRED TO EDIFiANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING P09MON (NON HURRICANE POSITION). e, 4.MANDATORY CONDITION i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � � a AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENIERMAIE W/(2) 1/4 0-20 x 1//2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SF{4LL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xD�c�-yXpY-c— MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 46 5. NDMON M-— EI DR Q2.: ONE ALERALTERNATE W LOCK TO MANDATORY MAY BE USED IN LEU OF HV LOCK or FOR ANY SPAN AND 6 0 aQ s: I—NST�J.ATIO.S AT AtJY ELEVATION.ALTERNATE LOCK® MAY 8E USED AS AN NSIOE OR OUTSIDE LOCK.AffACHMF?Ji' OF 1/4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/1/4"0-20X3/4"ALUM. RNNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 8.MANDATORY CONDITION a FDR WWONE MOUNTING INSTALLATIONS: ONE HV LOCK® or @ 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•_ATFACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ CONNECTION OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. TA DEILS ON D F E X 1 J K L Y P O a y w X SHEETS 10 1, HEIGHT. FULL H *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 uxuurtED Wont - CENTERMATE ONE ALTERNATE HV'r LOCK Qft MAY BE INSTALLED IN LIEU OF HV LOCKS q_ OR Q�FOR ANY SPAN AND T@-(�-QD•0--08 -@-@- INSTALLATIO,[J AT ANY ELEYA71ON.ALTI'P•NATE LOCK®,.[Wl'BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT © �'© OF LOCK i INCLUDES USING REINFOP.CING LOCKER( AS SHOWN ON SECTION TNG. SHEET 9•WHICH MUST BE 00 5°R • 3 a+1 1 oa CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" � ((�� �� WINGNUF OR W/ 1/4'0-20x1"S.S.M.S. INTO A 1/4'0x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" V•©°R©`OO 'V``°ft MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTTOM IS MANDATORY. �- 08-0-@-08 O ®*®oa Is• I�� �x(�zl-� *NOTES 0 D LOCKS & CEN ERM TES: 1. ONE ALTERNATE HD LOCK(3) MAYBE USED IN LIEU OF TYPICAL In HV BLADE SHUTTER ELEVATION HV LOCKS(gj OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE 140 LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO @ IS W/3 a8 x 3/8'F.H. S.S-M.S..AND INCLUDES RONFORCEME:NT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-ENC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FIJORIDA BUILDING on High Velocity urricone ane ``♦♦♦♦��R�:r!�</T��i'' 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM 1 A,S,S,A® Accordion Shutter System KV.RAM#I W/OR W/0 KV W IMM MADE f1>►s/fvr'*= American Shutter SystemsV,X oESW MON DATE I DIUWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY STATE OF eJss N.W.36 .St,Si.WB,y1R M GAFMLK,.ROMA 3316 Association, Inc. , OLD 11-192 Ph4/13/15 DATE- " 41E a/13/1s 9 one:(365}871-1530.Fol:(505)871-1551 4268 Westroods Drive 2 .C••. ORI •'�1 ,-,na1:BXecoaum.com West Palm Beach, FL 33407 1 DRAWING No S'•• •••••:••G ♦ FB-D006719 15-085 111;1"�DIVAL*N♦0`♦ ALTM n uI ff J,P y SHEEP P.E. SFACiGt�k�1RE/DATE G g OP 20 'ONCRErE ANCHORS POURED CONCRETE POOR POURED -(SEE SCHEDULE ON rRffECK CONCRETE 1/4'0-20x3/4"S.S. GIN-0ORITE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIR D fort (SEE SCHEDULE ON W/7/4'-20 CONCRETE A24CHORS 17 18 ®A I�rOottE t3EE NOUNHROOOR alar 2) SHEET 73) NLRS a 12'O.C. (SEE SCHEDULE Oil SHEET 13) 1' Min. ---__ 102��i.1 Min. 1/4'0-20x3/4'S.S. Ll EO EO �-MACHINE SCREWS _ EO / USING 1/4'-20 NUTS z- ®12'O.C..250'Max. — 3 ON 5 -- 13 OR 15 jW' E. i i i�OPTION& I I 'I { / I OPTIONAL III III Aft I_sof— I ♦ MIN.SEPARATION TO GLASS11 FOR e1 OR 1�A E(STINGr—(SEE SCHEDULE ON SHEET 17) a 9HET I f 1 GLASS EXISTING i �GI MIN.SEPARATION TO CLASS I _- CLASS--1 ("(SEE SCHEDULE ON SHEET 11) I 1 EXIST1 I GLAS ©HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION 4 KEYSTONE I MIN.SEPARATION TO GLASS � I t7(I LAS I I I —(SEE SCHEDULE ON SHEET 11)-- TO 1) 1 GLASS-i �a�(�_ I i II I �OR � i MIN.SEPARATION III GLASS SBTRqmI I I I 1 IX L�ASNg I`1 SM Zr m i Ii{I I (SEE SCHEDULE ON SHEET 11) i GN affi i9 rRi IyI I I t I I I I I aADtsOa© I �y � EXISTING i�OPTIONAL I I I I i t 1 I GLA55—+ cvnl N' I N� * �... oPDONAL 13E D.* i iD* I I 1/2 - -- 19 --- E EQ 1/ r-- 13 OR 15 t" __ 12 OR14 - _ - 1/4'0-20x3/$5.5. _ _ - - _ MID. -- EO E 1/4.0- TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS R 1$ 1' 1/4'-20 NUTS® 12"D.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'D.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 73) POURED CONCRETE OR CONCRETE BOCK OR CONCRErE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED (k HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE.. SHEET 14) OR CONCRETE BLOCK WALL REWIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION- INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.=EDGE DISTANCE `, ASSEMBLYMOUNTING SECTIONS CAN BE COMBINED (SEE SPEClFlCATON5 ON SHEET 13) + BLADE tAADN g{O USE FOR 10 H Y BLADE IN ANY WAY TO SUN ANY INSTALLATION. IIIIIIIIII FLOWDA BUILDING CODE(Non High Velocity Hurricane Zone !��/Ix� ©2015 EASTERN METAL SUPPLY, INC. �Q� ,.......... Tv BERTHA HVTM A ��cENSF _ A Y Accordion Shutter System f f. E C® �wc. . ■ . ■ KY.B.noE#1 w�OR W/o KV.WINDIX RADE /,� * American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: N.L. .p: 4!S A F •Q� TIW TESTING & ENGINEERING COMPANY Association, Inc. 7 OLD 11-192 4/13/15 DATE. 4/13/15 9 'Univ. 8355 N.W. P h.St.,St,.30.5,V2 CN 1 GARDENS,ELaRM 3316 4268 Westroods Drive 2 iv. P- :(305)1171-1530.Fax:(.305)871-1531 DRAWING No �S . "...•\'��N�� a-nil:urt—ecol.aam West Palm Beach, FL 33407 3 15-085 /DNA 1rE-,,0VIALTER A.nOLLR ar.P.E. 5 P.E. SEALf 9r�NATURE/DATE FLORIDA ua.@441 7 c SHEET OF 20 POURED CONCRETE ANCHORS , I ♦ I Nw.saurnlwN t 9FMA71R! I I CONCRETE- (SEE SCHEDULE ON SHEET 13) i m aa`s(SEE i i t OR EXISTING i i ! I I 1 � i T�>�"As � 1 ST4IFIMAE CP1 SFfF.T _ REQUIRED EDGE OF 1t FOR 000E mAr77 - i ' � GLASS-�'I wl GnnRaron ' � I � I stFtr it) _ w saEr to FOR I ' ro aas ' W IF APPLICABLE EXISTING HA06md"� i 4 �(s¢s r ff)—� GLASS on sn¢T l t) ALTERNATE i i i i i I I I EXISTING _ I ANCHORGU1S5 1 ' ' I ' LOCATION l! l ¢10x3/4'HEX WASHER HEAD I I I I i t l t t Ott t OR t S 3/8 NM. TIX SCREWS® 12"O.C. j EDGE OF 1 H 3/8 N CONCRETE ANCHORS $II APPLICABLE I©+ ] (SEE SCHEDULE ON SHEET 13) E ill EDGE OF EXISTING 1 1 i i El7GE�, i II l / SLAB 1F GLASS— O. S4AB.IF ! 1/2 1 EDGE OF APPLICABLE utL 9P#Wiai l APPLICABLE A. O' SLAB IF _... POURED GLASSPOUREDPOURED _ FIAT HEAD CONCRETE ANCHORS CONCRETE D' CREQUIRED (SEE SCHEDULE ON SHEET 14) tl FaR.OAS ♦CONCRPOUREDETE / REQUIRED t9 FLAT HEAD CONCRETE ANCHORS a sFEr Rn 1 OR ® 11 .TRENCH INSTALLATION 0IOF5(04:Qi REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) VAUD ONLY FOR UP TO+70, -75 PSF A.S.D. HV FLOOR INSTALLATION OI HV WALK—OVER INSTALLATION DESIGNSCHEDULE S URREE RARNG&FOR SPANS PER #3, SHEET 11 © HV CEILING INSTALLATION —'1F—roL�n smuiasatni)E ` ilIi ' Y (�1 TuIN�AW_1_g.._N._ro 41AS5 Ii I xl DM CONCRETE ANCHORS .sGLASS Gwut tI')HET 1S) t/4Y0 S ® TIM4IX1/4' POWERS MVANID=Fa% EXISTING E785TNGGLASFASM0M TAPP[R+Mww/ GLASS GLASS iI I O1M/A4X•. -�(sT:slrtnUl[ox stir!q i Nec ssnamm�ro 1.1 1 3/4 WN.E'-CENT 0 6' UP I "�(s[.c Scumutc G1 SN 1 t) I 1 O.G FOR T TO NS r LA SPIN AND 1! 4'O.C.FOR SP/N$LARGER 71" ' *"`t7c 14• 6'-0'UPTOIr-01 ((Typ.) CET NarE tt oN�sr-�7�1 / 6/2-rz Ftv IX E3 8"I Nlrt 1 I -TEK SCREWS I WASHER HEAD CONT.SEALANT��i�� 14x3/4" HIX HEAD L12'O.C.TIX SCRl�S®9'O.C. I Y- 1/4'a-20.3/4SSNSOR 1/4'0-20 S.. M.S. CONCRETE ANCHORS s +� 3/ $14x3/$S.D.S. 19No t/do-20NursNUT♦9�D.C. -(SEE SCHEDULE ON �, ®9"O.C. 1� __ _ Myl, 0 12'O.0 I SHEET 14) CXSONG NON STRUCTURAL t]OR t 8 1/2' 1" 1 7 R 1 8 WALL TRIM(OECORATYE I i I EDGE OF Il l SLAB IF 14x3/4'F.H.S.D.S_ MIN. 07: wURED cotttt�E r 1 7/8• 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NONE 13(D) �'9"O.C. REWIRED •p POURED CONCRETE- (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) a~. p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEN 1 - - REQUIRED OR CONCRETE BLOCK OPno1aL Pourzm REQUIRED ®KEYSTONE bIOIJIMNG INSTALLATION ca4cRET HV WALL FLOOR INSTALLATION © HV WALL VIALK—OVER INSTALLATION MAx1WM SHUT R SPA Pl`s- E +s4—T2 wr REQUIRED MA%WUN SNRI7iEFr SPAN 8'-U' 0 HV RAINGUARD INSTALLATION t t THIS SHALL BE NOTE FOR COMBINATION OF SECS: +E D.=EDGE DISTANCE REMOVABLE WHEN RONPERFORMED 1—SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIRCATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ® SEE UMI AON SUSE FOR ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET T 19 INSTALLATION DETAILS W/ 10 HV BLADE 2—MOUNTING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane done ;N.'fitC �A�i� ®2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM `\zENs /7iLFEAccordion Shutter System C 0 i N e. ■ ■yy ■ ■ KV. �.#t w/OR W/o M.VANDOW�E American Shutter Systems EV.N DESOATPTIGN DATE DRAWN BY: M.L. 7157 TESTING & ENGINEERING COMPANY O'•, TATE OF :� 5455 N.W.3M.St..Sra SRS•MRG M GARDENS.FLORIDA 3311A Westroods Association,d Inc. , OLD 11-192 4/13/15 DATE 4/73/15 Pbona 05871-1531 4268 Drive 2 (305)871-1530.I-:(3 ) DRAWING No at LUR1U`.•' ��' r tTt oa.�om West Palm Beoch, FL 33407 3 15-085 ''.���' C,��•� EB--0006719 4 'IIyr Sl0 N Al EL`A��� WPL1tR A.RLLTT Jr.P.E. FLORIDA U..#44167 SHEET P.E. SRE/DATE 6 7 OF 20 SEE END WALL CON FICTION �{' SEE NOTES ON LOCKING RODS®,HV LOCKS D or® AUT 90' I N I EXISTING GLASS I N STA LLATI O N S W-/ 1 H V *AND AL(ERNAfE HV LOCK 0 ON 5HEET 5. MADE SLACX DETAL HW IS VAUD FOR ALL BLADE W HV CENTERMATES CENTU APPUCAWN WATT?BLADE(, ©�® ®`Q7 oe0.10+®°P OR SEE END WALL CONNECTION 10 ®5 art©+®� i©*©ort IXkSTING GLASS DETAILS ON SHEETS 10 & 18 ®.®.© ------------------ -- --------------------- �.3°"0+® 3 1/4• 7- 61/2" 7" (6063T64PLUM. OPPOSING SYMMETRYCAL ANGLEg'1'2 i/a.0•�rnPcON i 1/2° art PN RS TO CONCRETE CENTERMATES CENTERMATES MIN.SEPARATION (Top/DOTTOM)& ¢10x3/4-S.M.S.e 12" - (4)01OX1I-SS LS. T TUBE I O.C.FULL LENGHL .� HV LOCK � or W/ HV LOCK � or ( To class AT EACH ANC ) SEE SCHESHEET ULE 11) 5 ® � * 35* IN 3 * 3 ON SHEET „) 5 1 9Tr A A * 1 1 2- _.._ ©OR®fR©+OIXi®CR)D+©OR O ' � I ® tlt �• ....._ m OUT HVB HVC HVA ©°R®°R©+O7 qe®aR�D+®w+ POUREDCONCRETE OR 10+�°R©*©�+1 +©orz f EXISTING GLASS REOURETE RLOCK WALL EXISTING ° $°N�4P) SYMMETRICAL * IN 6 7 6 7 + at IN.SEPARATION c'SS 8 + 8 9 �IXIST N � TO GIaSS CENTERMATES 6 ©.©Riart + "c ass 1 (sEE scHEDULEmW/ HV LOCK 6 TIONALON SHEET 11TO ®* (INTERIOR) � }MIN.SFJ'ARATION __ __(SEE SCHEDULE NALON SH11) IOR} _—___—_—_—_ _—_—_—_ __--__---- Q UT NCRETE ANCHORS--- - I 3 VAR�E9 _. ._ 3 96• ® w2 - ® OUT 6 1/2"MAX.SLACK OUT 3 (EXTERIOR) HVE HVE** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\11111111iF1/ll/ ©2015 EASTERN METAL SUPPLY.INC. :T.... ''% BERTHA HVTM �EN -; �"0 S A Accordion Shutter System _ _ 11 L 1 E C ® INC, ■ ■ ■ ■ KV v BADE#1 W/ON W/O kV. VANDO MADE 71r; TIWT TESTING & ENGINEERING COMPANYAmerican Shutter Systems EV. DESCRIPTION DATE DRAWN BY: M.T. gyp'• STATE OF � 8359 N.W.36th.St..Sto.345.VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 �•, _� Phona:(305)071-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No F P a mail:tll,ocoe ool.eom West Palm Beach, FL 33407 3 �ORID_.• t� Fs'•...... , EB-o9057,9 4 15-085 q WALTER nu.rr ar.P.E. P.E�'' f,�J&� 'kE/DATE FLORIDAa g aa,57 G SH8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 do LOCKERS 0 W 1 HV BLADE SEE ENO CONNECnON DETAILS ON SNEEIS 10 & 18 INSTALLATION n HV BLADE OUT IN '? __0"ST'x GLASS ELADEIDSLACK DETAIL HVF.IN0.UTED ON SHEET a, W/ HD CENTERMATES ®qO O I— �•®@ AS WELL AS UTHIS AL FLOATING DIADE®DET THIS H�TERN-HVD, 6 7 a SUm, INDICA7m ON THIS SNE1T,NAY 9E USET1 LVRfI 1185 PLTERNA 10�®a©•�©�®w 1NSTP13AT1ON DETAIL H. SHOWN IN THS SHEET. SEE END WAL CONt1ECT1ON DETAILS ON SHEETS 10 & 18 00 (60ww8��5((-ppTI)6 01101)PLUM. I a� a©,� 35* 35 NDNMS�/ieE M L----- (oPnoNAU 4 3ovnm+AU ------------------------------------------ ---- -- (4)(INI/2'�SY9�.lONEE i 11aoc.SLISiii[ 0 1r. ,k -----=1N -1----- —_.. AT EA Hi A'lGtE(TY✓� I N (4)H.V. 1 N (a)H.v. rH.4PuunON 30 HV "T" PINS(ITP.) T s/a• NNS(1n'') s (s¢sLm4inp 5 3 LOCK (INSIDE) 1 w stxx ,) inrr - - --- -—-—-—-—-— - - --- --- -- — -- 5 1 22 29 1 t t "ro' z�/e• 5 3 OUT 31 OR 3 3 31 aR©2 31 35 32 s��R©z *SEE NOTE 6 FOR HJ LUCK 1/4" 0-20 X 1 1/2" S.S.M.S. `}• 35 O'1T (OPTIONAL) HDC-HVC ®• W/ 7/8"0 x 3/32" WINGNUT. (cPwNnt)HDB—HVB �t r LOCK,«+SHEET s. SYMMETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES ® W/ 3(`_� LOCK (EXTERIpR) W>' a LOCK (INTERIOR) HVG* (Z SERIES Dau ALUMINUM ®w0 O��„O�O.®m (zo24-77 ALLOY)LARGE FLANGE TIUH 6 7 8 0 SHEEP NUTSEFT.FACIUR PMT/UELOe2 /_1 D•®_®''L:l_&@_ .. TE MAN.R RIRED NY AEW CHERRY Y 07054 O PEQUAL ENY•NEW JERSEY ©'O•©y©aO•®m W0.S4 OR EQUAL -....- - s 3 G *ST:E Nmo vN 1DONWG Roos�e Ho(s,�IOos on saxT s \ O * UNMJSN.FIDADNG EUDEOQPL NDD-MN 6 1NJD FOR ALL CENIQEWGI APILfAIYWti @IH&IDE(D HDD-HVD** FLOATING STACK FLORIDA BUILDING GOOE(Non High Velocity Hurricane Zone A.TIZI ''4� 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM - IL E C 0411411C. A■S.� A. Accordion CRShutter System ttv.MAW�1 Ww/ow/o H.v 1MNDQW RADE .('r�"J3 American Shutter Systems Ev. DESCRIPTION DATE oRami BY: M.L. TIWT TESTING & ENGINEERING COMPANY ='a TATE OF :D; Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/15 83ss Kw.36m.sr_,st>3os.vD(aNu cAnnExS.FLCROA 33T 4268 Westroads Drive z DRAWI4tG No � c( 4r.L Prong:(305)871-1530.F-:(305)87t-1531 �i�FSS G,��`� ­-1;FB-t1OOO,84719 m West Palm Beach, FL 33407 3 15-085 ''�,' /ONAL E�,r`` WALTER A, u$tai P. s SHEET P.E. SF1�t �'Iia�ATURE/DATE 8 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OUTffD CONCRETE CONCRETE BLACK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED / BLOCK WALL REQUIRED /___L EXISTING G EXISTING GLASS RETE ANCHO 2•MIN EXISTING GLASS E%ISDNG GEASS ' J 2' N. R11N,SFPAR47101i � F TO CLOS(SEE MN.SEPARATION SCHEDULE ON SHEET I`TN'S�7'PRA110{V I I TAN.SEPARATION To gA55(SFE 11 FOR RALE(DAND TO GLASS(SFE 1 TO GLASS(SEE I I SGH1%iE ON SFEET 1/i 6"x3"MAX. ON SFFF_T 19 FOR 11 FOR SCHEDULE MAADE 041D 1 I 11 SCHEIYAE 0O�'DE AMID 11 FDR BIALEOAND (6063-T6)CONT. BIADES�&� O`!SHEET 19 FOR 1/2" MI SHEET 19 F11R ON SHEET 19 FOR PLUM.CLOSER FLITFIFR S OE I E?l�.m&� PLATE.(LOCATE 1/2 I 1 BL DES�&Q T� RA•DES h OF�) AT F_1D1ER SIDE MIN. I 1/2'MIN. OF®) I d•USE 1"OR 2'MAX. (110x1/2"S.M.S.�I (AS APPLICABLE)x2"x1/8'x0•-2' lOxi/2'S.M.S. -_-_- ® 16'O.C. ALURINUM CLIP ANGLE I ® 16"O.C. � ----- (6063-TES ALLOY)AT M10HEIGHT 4 --- (2)1/4.01TAPCONs ANCHOQ4RS To rj SEE DETAIL X FOP] ®� WALL AT 1"O.C. (LOCATE AT SIDE CONNECTION 1 OR EITHER SIDE OF®) 1 OR eOR & SEE DETAIL X FOR 1 OR TO TRACKS SEE DETAL X FO SIDE CONNECDON ®"' ©"® " •® '®a` SIDE COONNEECCI�S 4r22,,a 6 7 a 8 10.�a TO TRACKS u�6 7-8 0• �" 10•Ylw©'®°'©'©°^ 0.@_6_@_0.@_ ©•0+©0,©•0.®O1 6.7O•©m©`0.®� ®•®�®'®�•®nom o.�a®•®m�.o w� o•®�o ® ®'®�©•® ®•®�®•®�®+®m®'® END CONNECTION DETAIL10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 SND CONNECTION DETAIL 3 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 4 REQUIRED RAN.9PARATICN #1 ® 16S.M.0 ———— TO GLSS(� MIN.SEPARATION s I—_____�' —_____ SCH ON SHEET 11 F�ORnERPDE OPND CONCRETE 1/2"MIN. roGLASS(� ____- OR®OROOft °N 9iFET 19 FUR ANCHOR 0 _ 11 FOR���ANp .�_ _—_ ______ QOR©OR(qOR(5 CONCRETE ��0& 12•D.C. 5 BSO 19 FOR oR 1© - ---- EQ_- --- - - -- - - - ----- - - 00. -- 1 21MIN. __ - __ - �- i -- 4 _],[2"MIN. `EQ - .- - V6 AOR®OR(DOR 2•'MIN. 2"MIN. SEE LIMITATIONS OF USE FOR I (g OR13 BLADE to ON SHEET 19 � OR(9OROOR(g VIEW Y 5 1 OR ®' PLAN CO OR ®. DETAIL X POURED CONCRETE OR ®�®a©•O�® '°•®� END INSTALLATION CGNCREfE BLOCK WALL `\ 1D•®°"®'�°'©•©" REQUIRED �'O ©• ®'®O1 @.0©•0•�©•O•®a •©m©'O•®_ n HV BLADE OR tiA� HV WINDOW BLADE INTO ®•®ap.®mp.®m ®'®"®'®"©'©" .. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILDETAILSQ END CONNECTION DETAIL 6 °'®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EAMON METAL SUPPLY,INC. Tom'- BERTHA H • EN Q,, M TM _ --�•. _ Accordion Shutter System ■ ■ ■ ■ H.V.BADE#1 W/CR W/O H.V. w mw BLADE American Shutter Systems IEVO No DESCRIPTION DATE DRAWN By. M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF .:Q: &355 N.W.36 h.51..St,.345,WRpNIA GARDEN,,,FLDRmA 3316 Association, Inc. OLD 11-192 4/13/15 HATE 4/13/15 �•• Phone (30571-1330.Faz (30571-1531 4268 Westroods Drive 2 DRAWING Na ��F� •• GRID ���`o e l:tilt—G.M.— West Palm Beach, FL 33407 3 E-0006710 ''�•,`,S,s/ONA4�C;,���`' WW ITR A IILUf Jr.P.E. a 15-085 IP.E.. S'F@/19K�lIPA�URE/DAT[ FLORIDA u`. 44167 6 SH 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+" OR "L-" MAXIMUM SHUTTER SPAWN "L+" MAXIMUM SHUTTER SPAN'"L+' * NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS IN�'r IAnoN LEGEND CENTERMATES. ® &® or 0 or INSTALLATIONS W/ OS k013,94y SYMMETRI AI _ NTFR� CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or 1�or �® & W� ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/.NO LOCKING RODS or ONE HV LOCK or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV 'T" W/ NO LOCKING RODS W/ NO LOCKING WALL A, 8, C, 0, E. M. N, O, P, 0, A.S.D.DESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F. K & L R. S. & V. LOCK® W/iW0 LOCWNG RODS® TOP & (SEE NOTES t.tt) BOTTOM SEE NOTES t,tt (VALID SHEET 7) Q FLOOR CEILING WA PROCEDURE T( DETERMINE MAXIMUM SPAN FOR n ) / G, H, I, 11, J T. U. W & X WALL MOUWINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&W000 CONCRETE MOUNTING & M �R n� —0' c "N .I TION ,u.p°�c,.� INSTALLATIONS GIVEN A E MAXIM A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRFSORE DEfl72MINE MAXIMUM SPAN 'L+'FROM SCHEDULE. Rnnxc MOUNTING RnaTc a RAnNc FLooR/cauNc MwTmNc GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (r"ard A'P'T•) FLOOR/CEIUNG MOUNTING -) RoaR ALL MO NG DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. L+ (0) L-(It) L+ (W L-(ft) L+ (ft) L-(ft) L+ {fl) L-(ft) 0 MAXIMUM SHUTTER SPAN "L+"OR 1-' FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0" 30 16'-0• 16'-0• 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 705 PSI.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L-". 35 - t4'-10' W-10" 15'-2" 16'-0' 35 14•-10' 14'-10" 35 15-2" 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" 13'-4" 14'-3° 45 13'-1' 13'-1" 45 13'-4" 14'-3' .t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5° 12'-5' 12'-8" 13'-7' 50 12'-5• 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 17'-10' 11'-iD' 12'-I" 12'-11' 55 11'-10" I1'-10' 55 11'-1" 11'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4" 1V-7' 12'-4" 60 11'-4' 11•-4' 60 10'-2" 10'-11" NOTE J5,SHEET 5. RATING: 65 t0'-10' t0'-10" 11'-I' 11'-11" 65 10'-1O` 10'-10" 65 9'-5' 10'-1" DETERMINE:. L1+=MAX. SPAY FOR WALL MOUNTING INSTALLATIONS. 70 70'-6" 10'-6' 10'-9" 11'-5' 70 10'-6' 10'-6" 70 8'-9• 9-4' L2+=MAX. SPAN FOR FLOOR/CEIDNG MOUNTING 75 10'-1" 10'-1" 10'-4" it'-1" 75 10'-7' 10'-1' 73 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 W-10" 0'-10' 10'-0° 10•-9' 80 W-10' 9'-f0" 'L-•AND MAXIMUM A-S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVC A.S.D. DESIGN PRESSURE L-12 9'-6" 9'-6" W-9° 10'-5' 85 9'-6' W-6' INSTALLATIONS IWO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE UNITED AS FOLLOWS: 39'-3" 9'-5" 10•-1" 90 9'-3" 9'-3" 1- CONNEC710NS TO KEYSTONE MOUNTING DETERMINE: 9-0' 8-99'-29'-t0° 95 9'-0' 8'-9" Lt-=MAX.SPAN FOR WALL NG IN . -- - LIMITED TO +64,-72 p.S.F. AND W-0'SPAN• SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 8'-9' 8-49'-0• 9-7100 W-9' 8'-4' MOUNTINGMQ ON SHEET 7INSTALATIONS. W-7" 7'-11" 8'-s° s'-a" 105 8'-7"" 57-18'-4' 7'-7° 8'-7' 9'-2' 110 8'-4• 7'-7' FINAL MIAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8•-2" 7•-3- 8'-4' 6'-'11' 115 8'-2' 1.-3. SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+`,"L2F", "Lt-'AND 'L2- 8'-0" W-11" 8'-2' W-9' 120 8'-0• 6'-11' (4) W TO ANCHOR SCHEDULE WTIH FINE MAXIMUM 7'-10" 6'-8" 8'-0` 8'-5' 125 7'-1U' 6'-8' ALLOI4ABLE SPAN AND NEGATIVE A.S.D. DESIGN 7'-8' 6'-5' 7-10" 8'-1' 130 7'-8' 6'-5' MINIMUM PRESSURE. RATING TO DETERMINE MAXIMUM ANCHOR 7'-7" 6'-2' 7•-9' 7'-9' 135 7'-7- 6'-2' WIND ZONE SPACING. 140 7'-5" 5-11" 7•-7" 11-6" 140 7•-5' s•-n" ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5° 7'-3' 145 7'-3• 5'-9' TO GLASS 150 7'-2" 5'-7" 7'-4• 7'-O' 150 7'-2• 5'-7• 1 s5 T-0" 5'-5 T-2' S'-9° 155 7'-0" 5'-5" 1 THRU 3 1 . . -._ 160 6'-11' 5'-2' 7'-1' 6'-7' 1606'-11' S'-2° 165 W-10' S'-Y 7'-0' 6'-4'- 165 C-10' S•-1• 170 W-9" 4'-11" G'-1 t" 6'-2° 170 175 6'-7" 4•-9" 8'-9" 8'-0• 175 6'-7' 4'-9' 185 6'-6' 4'-8• 6•-8" 5'-10` 180 6'-6" 4'-8° Qu HVBLADE 185 6'-5' 4"-6' 5'-7" 5'-8" I85 5'-5' 4'-8" 190 6'-4' 4'-5' 6'-6" 5'-6" 190 6'-4• 4'-5' 195 6'-3' 4'-3' 6'-5' 195 6'-3• 4'-3' 200 6'-2• 4'-2" 6'-4' S'-3" 200 6'-2• 4'-2" 205 6'-1• 4'-1" 6'-3' S'-1" 205 6'-1' a•-r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM EE C/ & S Accordion Shutter System �v ® ifNG. i ■ ■ ■ FIV.SUEDE#1 W/OR W/O H.V.WINDOW MADE t = ? American Shutter Systems EY. DESCWHON DAZE DRAWN a,':MMI.Y.I_G. *= TICCIT TESTING 8c ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4 13 t5 DAM 4/13/75 6155 N.W.36th.SL.5ta 305,MRG MA WDET.FLORIDA 331 Phone:(305)s71-1530.tax:(305)671-1531 4268 Westro0ds Drive z DRAWING No der= c-man:6itecolFaa.aons West Palm Beach, FL 33407 s Q• = ®-0006719 15-085 O�S RO... ..•��r`: WALTERFLORIDA AL�a aalai 5 SHEET E/DATE a 11 OF 20 .•: r . I .a• s)NIEWILYPIZERTOCIIIIIJ I s • s I sllt :iCti :1 :11. :..1 .•::>,�•.►. .:• kl1. 11' •i •. .:(al •: h••.iq! 1] • .6'1WNIFA&I CA;Lilli!. 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Inc. 4268 Westroad5 Drive Wezit Palm Beach, FL 334G7 t i• 0=� • I M&IMUM ANGHOR4 SPACING (in) SCHmULF FOR A GIVEN IMAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.10. DESM NEGOVE PRESSURE RMING AND A CORRESIN)NDING NWW 7YPE FOR CONMETE OR CONCRETE BLOCK IMMMIS (SEE MOUKTINos F,G,A H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALT:BE AS FOLLOWS`: POURED BLOCK POURED CONORE E (A) TO EXISTING POURED CONCRETE:(Min.f'C-3 ksy uAmw EOWALL SILL MOUNTING ©CEILING MOUNTING HOFLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BIIIDEK.(Min.PC=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-ALT ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.1'0=3 ka0 (11) 4SA MW N NSICIE M=ME WN6 DESGN N51RAE Pla=W RAlIN9(P D.OFS¢11EJWW PR===IL179D - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOMDA FASTENERS DIRECT,INC.(Min.V.-2 ksi) t1412 60 75 90 720 1f�205 3o d0 60 75 90112011601205 30140160-1-ii., 90 720 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3. 10 9 a 8 s Ss t4 12 to o e 8 e 6 i+ t2 to 9 a B s s THREADFORM TECHNOLOGY Min.PC-3 k.. R UES 10 9 8 a 6 6 14 12 10 9 8 B 6 6 14 12 10 9 B B 6 6 ALL POINTS SOLID-SET ( ) 10 9 8 5 6 B 14 12 10 9 a 8 8 a 14 12 f0 _9 B a a 5 10 9 8 8 8 7 14 12 10 9 8 B 8 6 14 12 10 0...e 6 6 8BLUE TAP'W/CPP TIDIES: 10 9 8 7 55 3.5 14 12 10. 9 8 8 6 6 14 12 10 9 e 8 8 5 TAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS LS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 10 9 a 8 G 6 14 12 ,0 9 8 B 6 C 14 12 10 9 8 D 6 5S 10 9 8 8 6 4 14 12 t0 9 a e 6 4.5 14 12 10 9 8 6 .4 3.5 A2)MINIMUM EMBEDMENT OF 1/4"0 w 3/4'ALL POINTS SOLID-SET ANCHORS SNVLL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 10 9 8 8 6 4.5 t4 12 70 9 e e e 5.5 14 12 70 9 8 a 6 4.5 INTO SNCG:O SHALL BE PERLATIED_1/4'0-ZO SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 55 3.5 - 14 _12110 0 a e 6 6 14 12 10 9 8, 7 55 4 •sEE fA�AT10.V5 OF OSE FDR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 M 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 70 9 8 8 6 4.5 e7sDE A aN SHE£r 19 14 12 10 9 8 7 4 -- 14 12 to 9 8 65 5 .3.5.14 12 10 a s.5 5 35 3 A3}IN(RASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1b t2 t0 A 6 75 4.5 - 14 12 10 9 8 8 6 4.5114 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 17.5 16.5 4.5 - - 14 IlR 110 9 8 7,5 55 4 114 12 10 9 8 6 45 35 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 e 8 s - 14 12 10 0 8 8 6 5 74 12 10 9 8 6S 15 3S INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 R5 7 55 4 3 14 72 8 8.5 55 4 3 14 12 10 9 8 5 - - 14 12 10 9 8 65 5 3.75 14__12 10 8.0 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6S 55 3 - 14 12 10 9 8 85 45 35 14 12 10 8 7 5 3.5 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED UY I.T.W.BUILDDL 7.-0. l4 12 t0 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 to 9 75 55 4 3 - 1/4"0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISM13UTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 0 65 4 - - 14 12 9 75 6 45 3.5 - 14 OS 7 55 45 3.S - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 14 12 10 6.5 7 4 - - 14 12 t6 9 7.5 55 4 - t4 12 9 7 7.5 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY MLI.POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - 14 72 t0 9 7.5 55 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. S•-0 L411-2 .10- 9 6 85 - - 14 12 10 9 6 6 4 - 14 12 10 8 6.5 5-3.5 - NOTES: 14 12 85 7 55 3 - - 14 12 8 65 55 4 3 - 2S 95 8 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON„BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 7/4'AND TAPCON 14 12 9.5 75 6 - - - 14 12 9.5 B BS 5 - - 14 12 8 8 8.5 4 - - WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS IS 1 13 9.5 6.5 5 3S - 14 12 10 8 6.5 5 14 12 8 65 5 4 14 12 10 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 &5 7 5,5 4 9'-0" 14 11.5 7.s 8 4 - - Y4 '11 7 55 5' 3.5 - - 11 s 5.5 45 3.5 - - ii2)MINIMUM EMBEDMENT OF SHALL ><3/4'ALL POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO - - EMBEDMENT INTO STUCCO SHALL S PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SEWS BEI 1/2'LANG MINIMUM SHOULD S111CW I4 12 B 65 45 - - - 74 72 85 7 5.5 b - - 14 105 7 55 6 45 - - EJOST,AND 1"MINIMUM EDIT WALLS WITH NO STUCCO. 11.5 85 55 4 - 14 12 9 7 8 45 - - 14 11 7 5.5 4.5 3.5 - 10'-0" 14 12 10 9 7.6 - - - 14 12 to 8'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON TRE EXISTING WALL OR FLOOR, - 14 10.5 7 5 3.5 - - - 1J 95 5.5 5 4 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 11 7.5 55 - - - - 14 71.5 e 6 5 4 - 2.5 9S 0 5 4 4 MOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR 1DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. ' 0.5 8 5 - 14 12 8 65 55 4 - 13 to 6.5 5 4 3 FOR INSTALLATION INTO E F5 WITH METAL STUDS SEE SHEET 20. 74 12 10 - - - - - 14 1Z 9 7 6 45 - 14 105 7 55 45 3.5 - - 25 95 5 - 12 9 9 45 4 3 9 7 4513.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 05 7 55 45 - - - 15 85 55 4.5 75 - - 95 7 4.5 - - 14 -15 7.3 8 5 - - 12 9 6 4.0 4 - _ _ (D) SEE SCHFDl1LE BELOW FOR EDGE DISTANCE(EDA VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0• td 12 to - - - - - 14 12 8 BS 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 15 BS 4.5 - - - - - 11 B 55 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 EFS 9.5 6 13 95 6.5 5 4 CS A 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 S5 4.5 - 11 B.5 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SFNLL NOT BE LESS THAT MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-O' t4 12 - - - - - - 14 11.5 75 6 5 - - - 12 9 6 45 4 - - - FACTOR Ob 8 - - - - - - 10 75 5 4 3 - - - 7.5 5,5 4 3 - - - - ACTUAL- TAPCON WITH ADVANCED TAPPER+ 25 8.5 - - - - - - 12 9 6 4.5 4 - - - 95 7 5 4 - - - - { EDGE TAPCON THREADFDRM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP B 6 - - - - - - 13 9.5 85 5 - - - - 0.5 75 5 4 - - - F HV BIdDE 0 D-TA`CE MIN.SPACING /4 12 - - - - - - 7� 105 7 55 - - - - 11 8.5 ss a.5 - - - E.D. MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING =3' 3 3/4' 4' 70 7S - - - - - B > 45 3.5 - - - - 7 5 3.6 3 - - - - 1 HV BLADE W� URED CONCRETE& POFBD mIr 1E COµ�E ELo X POURED CONCRETE& POURED CONCRETE A POURED CYNLZETE ODNaTTE aDat /5 B - - - - - - 11 s 5S 45 - - - - 9 6.5 4.5 - - - - - '� HV WINDOW LGN En BLOCKr IAN E0.°3 1/2'uN F1L"2 1/Y FOk SCONCRETE BLOCK CONCRETE LM vBLDCK AAL FA=3 1/!'INN.M-2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 95 7 45 - - - - - BLADE WORKING 3- 1.0 0.90 1.0 0.78 1.0 0.84 1.0 75'-D" 14 - - - - - - - 13.5 10 85 - - - - - 0.5 B 5 - - - - - _ - 9 - - - - - - - 85 s5 4 - - - - - 6.6 5 3 - - - - - 2 1/2' 0.81 1.0 - - 0.67 1.0 tD - - Os 8 5 - - as e 4 - _ _ _ _ IN UNISON ♦ z' 0.71 - - os1 7 _ _ _ _ _ _ - I5 BS 55 - _ _ _ _ 9 65 4.5 - - - - - _ .._-__ - 25 9.5 6 - - _ _ _ _ 1 3/4' - 0.91 _ _ .. - 0.43 B B 6 4 6 45 3 0.35 0-35 - 9.5 7 5 - - - - - a 6 4 - _ _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.TIL(�T'�•. ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ENSF '. ��9'�® _ /TIL E G 0 �� ®5. Accordion Shutter System FIV.BLADE#1 W/OR W/O KY.WNDUN MADE = American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: N.L SSAfE�� TILLIT TESTING & ENGINEERING COMPANY AS;SOCiatiOn, Inc. 1 OLD 11-192 4/73/15 0.47E 4/13/15 6.155 N.W.36tH St..Ste.359,VEGNIA CARDS NS,RDRIOA 331 Prone (305)877-1530.Fo,:(305)877-1531 4268 Westroads Drive 2 a H:tir-l3adso.•n ORA'VliNG No ,F�'�'•••••'""•C��.`` E9-000s7t9 West Palm Beach, FL 33407 3 810NA,-`\\`` WALTER A TT dr.P.E. . 15-085 A \ P.E�AASMtf�INATURE/DATE FLORIDA u`'g`4'67 5 SHEET 6 43 OF 20 t o K) D.04 � ZO ' 3 U-) T^ .� � :c Q\ w Z o O " Z W W � +=w WS o oZro o0a� W ¢ • E o {_, =1 a cZ=Zi ap u�tD m mr�i 0 O TCr CM O W dp, W z CSN LO O U Kf J < Now J pN� Li. . ` y_j Wz Wp 7 v r Zli O 1F VI U �-O u- m C a s gO� J Z�� � OLL�i oazvpi a r� a u om IL� Z w � Nyy my Yw yy MyYblyMllynl lyillylllalllYl II � Ili � lllnl llAll 1111 ® ¢�nu �'c�c - 1 111,14 1 1 Y I I v 1 1 1 Y I I l b l I I n I I g � W y N y y y y y N w y�.......M y Y p A y b it y H'1 I y n 1 1DD F 5 y Bdq 6 p r w w y y y y n m w y y m w y y y y N y y w m y y y w p n.Y b y y w h y p y M b a n y d Y b l w nT I z J y�jb 3 g ��1Lm• � $m y y y w y y y y m m y y y n N N y y m y w y y y m w y w w y y N y p w y y p y w y Y y y n M w�y n y p K i N y oo Wi=g O M m y y y y y y m w y y y N w M w yy w w w w y y w y y y y J v�6 y n n y y y n y n y y ............ y M y y H n g�n n r n y n n n b I n I m I b I I A I 1 IIIIIIIJII 1 I 1 I I 1 1 1 1 I 1 1 1 I 1 yy onnnrHn;6n Yn w' �nva I nA l n l I l m l l p l ~Q $ O= 333 ^nnn nnn rn�nrn�nym Ynyyn nYpin� v n pppppp I I n ) I I N I 11 IMI I I 11 1 b 1 I I I I I'M,I 1 �� oo anhnnnnnnnnn nnnnn°�nen'�r NmYn n„�naw nba lnhtlnMl lnl lln111m11 ��•` ^.••�6.��� J ly.nrnnnn nn nnrrnnn ernnN hn�Nn n"�YnN mYny �n vyhnY Mh binAl lull ¢: Q p�,J ? $nnnnnnnn rnn nnn nnrrnnr nn or nn"�r rnymm�ari�m�ny Nbn ywn dwn Y'� lY•, �1`� O:.O ,gib annrrnnn nnnn nn rnn nn nrrnnnnh nn rrr nn nrnnnnNn nN ndn �J��//•. �\a c7` yjbnYmwrq� r n r r n n n n n n n n n n r n nln r n n n r n n n n n n n n n n n i!• IIII•:1+I:1.•1��\(\�\�/�n CL W� 1111I I I I II I 1 11 I I I I I1I11 ,%,`_ p 'Z ^a0 a m r m n•t ui m Yy1 M M Y ^M'1' I I A I I M I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a $E }€ N y WO N N ^ N m O m O m m n m y m n p n 2....N h b n M Y Y p H I n Y I 1 11 M n III n M I I 1 M I I mn N ry m N•• n m w m m m y n n n p w m Y y n n h y y b a b b y M b Y I 1 n Y I I I 1 Yn�m b NN n m Yy MV Y t M O� S�r N N�N��N N r^N N'N'O N•N-.N-m �ID O C� m O�yd m�m ri ID m ^I�.ID ^�p ID�n p Yl Rm m n n m l l l l 11 1 1 1 1 I if 1 1 I I I 1 1 I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 x $ yyy •- n m'� m l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l m...m m m mmm ISI I I I I I I I I I I I I I 1 1 1 1`Lp�'�,I mlmm mmm...........mmmmm mmm mmm 111111111111 6 n m N mma w o�rnom mym a I 1 1 1 d, III (Y�• �O O O O O O O O O_�O O D O O O O D O O a O O O O y d'm m m 10 10 �1d $r _bra b<b Yr�r rrb brb baa Yab YYr In� V In m In t0 W � N NI p N iD MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.)_AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHLTJTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). !E� LJ B !EE3TF;ZZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FIR SOUTH SD TH NN PINE No. SPRUCE PINE SPRUCE PINE 7/2" MIN. COX DOU�LASNFlR W%5, FIR NORTH FIR SOUTH _ DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G=0.50 W/ MIN. 3=0.43 W MIN. 13=0.36 SPAN 00 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.C.WALL MOUNi1NG8 B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P &'0 S &v S&V S&V IFSRI Isaaa 8®aF vMmD✓m) Bvm N9n1c ResNTa telae� RYN 147#BE 8d}7Ri Buac gel L1R71 RTW1E xans rml I� RElAiI Iw1s tarn 1Evn Rein Tmnu¢Rvas(M: R9OI effillE 1165ff a¢c�I Rm1 Rslrg e®sf DanD g� Rw111✓�F L1�PE�(� maT IBTDK F7�sans�j 30 40 ED 175 90 bO5 30 40 60 175 190 105.30 140 60 75 190 05 30 140 60 75 190 f105.30 140 60175 190 hOs 30 140 60 75 190 1165.30 140 60 75 90 105.30 140 60175 190 1103130 140 60 75 90 605.30 40 60 75 90 05 '-0'OR LE 2 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 8 8 6 6 6 6 'G 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'-O' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 70 9 8 8 6 6 6 6 5 12, 10 1019 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 0.5 6'-O' 12 10 10 9 8 6S 6 6 6 6 5.5 45 12 10 10 9 8 5 6 6 6 .5 5 4.S 12 10 10 9 6 3.5 6 6 6 fi 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-O' 12 70 10 9 8.5 4 6 6 6 .5 4.5 4 12 10 10 9 S 3 6 fi 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0.-72 12 12 0.5 b.5 7S 8'-0" 12 70 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 0' 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 5 5 4 - - 12 12 12 12 12 72 12 12 12 12 11 9.5 12 12 ib 9 7.5 BS 9'-O' 12 10 10 5 3.5 - 6 6 5.5 5 3S 3 12 10 9 4 6 6 4S 4 3 3 12 10 4 3 6 6 4S 4 3 3 6 5 3.5- - 12 12 12 12 12 10 12 12 12 f. 9.5 8.5 12 12 10 8 8.5 5 10'-0' 12 10 7.5.4 - 6 6 5 4 3 12 10 6.3 - 6 8 4 .5 3 12 10 3 - - 6 6 a .5 3 6 5 - 12 12 12 12 I5 9.5 12 12 12 O. 8.5 7.5 12 12__9 7 6 5 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - - 12 10 - - - - 0 5.5 4 - - - 6 5 - - - 12 12 12 12 10 8.5 12 12 12 9.5 6 7 12 12 8 6.5 5.5 4.5 12-0" 12 tO 4S - - - 6 6 41- - 12 1101.3.51- - - 6 5 35- - 12 10 - - - 6 5 3.5- - 6 5 - - - - 12 12 12 1.59.5 8 12g 8.5 7 6 12 1.57.5 6 5 4 13'-0" 12. 10 - - 6 6 - - 12 10 - - 6 4,5 - - - - 12 7.5 - - 6 h.5 - - - - 6 4.5 - - 12 12 12 O. 8.5 7.5 12 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0' 12 10 - - 6 5.5 - - - 72 7 - .5 a.5 - - 12 7 - - .5 4.5 - - 6 3 - - 12 12 12 9.5 8 6 12 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0' 12 - - - 6 - - - 1T - 5 - - 6 - - 12 72 11 9 7.5 5 12 7 6 4 12 9 6 5 4 - 16'-0' 12 - - - 6 - - 12 - - -5 - 1.5- 5 6 - 12 12 10. 8.5 5.5 4 12 - 1 HV BLADE OR n HV BLADE Wj �A HV WINDOW BLADE WORKING IN UNISON* ♦SEE U A110N5 OF USE FSNR ®IDE ON SI,19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL Br AS FOL IMM 3.SUBSTRATE SHALL CONSIST OF THE FOLL17WIN'0: -SOUTHERN PINE No.2 W/G--0.55(N.O.S) - 1/4'0 TAPCON ANCHORS.AS MANUFACTURED 13Y LT.W.BUILDDT W/MINIMUM 0,18EDMENT AS INDICATED AT -D000LAS FIR W/G-0.50(N.D.S.) EACH SEC00N ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.35(N-C.S.) 2.ANCHORS TO HOLLOW CEILING SHALL 8E AS PER MOUNTING TYPE U.SHEEP 17 AND SHALL CONSIST OF -MN, 1/Y COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFIMIONS. 4.ANCHORS SHAH BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 &%STERN METAL SUPPLY,INC. ® BERTHA HVTM 11111111/1111 A,S■S■�f■ ... � ,,� MiLlMo oN�. Accordion Shutter System H.V.BADE#1 W/OR W/0 H.Y.1MNUOW H.Af]E P.•' American Shutter Systems kEv.w oESCRI"ON DATE DRAWN BY, XL Ste: � TILUT TESTING & ENGINEERING COMPANY s.in aa,167 6365 N.N.36th SL.,Ste.305,WR01MA=DENS,FLORIDA 331 Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 41 4268 Ptane (307)871-193D.Fox (309)671-7831 4268 Westroads Drive 2 -..R:6lt.-O.W.- West Palm Beach, FL 33407 3 DRAWING No * * :Cc_ ®-0006719 15-085 EAL AT � WALLET A R.f 4r.F.67 4 FLORIDA u..g 44167 s SHEET � 6i 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV.! BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 120. A.S.D. DESIGN R S E RATING. SEE SHEET 19 FOR MAX SPAN & 4•0 TAPCON OR .S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON T/APCON WITH ADVANCED It THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/1 1J2'Min.PENETRATION I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO WJ t 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 ro SUMMON 1 --(DOR (SEE SCHIDULE ON SHEET 15) I 1/4'0-20x3/4"SS.MACHINE 1 Q7E7LLE ONSHEETi I 0/4110­ A - f 8 SCREWS W/1/4"-20 NUTS 11 RA�— ON SZfk�F42 I } ®12'O.C. ` 1'Min. EXISTING � GLASS-4 Z i,', • 1 TVALL- OR I s 1 f I � FINISH I I II tloPnoNAL 1 +`EXISTNG MIN. —ff FlALL H 24"WOOD p _Y•SD iSTING MIN. DR HEAD"F.R REQUIRED 2%4.WOOD N OR TAPCON WITH --TOR® 1 HVANEADER REQUIREDI IIHREADFORM TECHNOLOGY W/1,1/2'CED EXISTING 1 MIN.SEPARATION ( I I Q I 1 1 Min. PENETRATION OF THRFAOED AREA TO GLhSS� TO GLASS(SEE IXEHNG WOOD HEADER. I_S(TiFDLEE ON SDEM I _ MIN.SEPARATION TO GLASS {SEE SCHEDULE ON SHEET 75) 1 11 1111 BLADE SHEET 19 FOAND_R I EXIST"I ..-..-(SEE SCHEDULE ON SHEET 11)__ I .. BLADES2"x4'CONI.SILL & PLATE REO'D. OHV WALL HEADER INSTALLATION OO HV WALL SILL INSTAL TIU ®HV WALL HEADER INSTALLATION I I I I DUSTING - 1 MIN.SEPARATION TO GLASS I I I MIN.SEPARATION TO GLASS f GLASS---1 I EXISTNG ~—{SEE SCHEDULE ON SHEEP 11) I 1 (SEE SCHEDULE ON SHEEP 11) I MIN.SEPARATION TO GLASS I I 1 EXISTING i Y 2'x4'CO (SEE SCHEDULE ON SHEET 11) GLA55-� ; I x GLASS) WOOD PLATE( ' I1/4'0-20x3/4^S.S. I( I< REQ'D. ] I 1/4'0-20x3/4'S.S. MACHINE SCREWS MACHINE SCREWS W/ 1 USING 1/4'-20 NUTS y`'-,,''Wo"+ ® 12' III I i 8 12'O.C. T II FINISH I I I / / O.C. ORO1 1?b11•: 1 uR 1® 1 CR 1$ 1 OR 2"x4'COMA __ ¢ T;TR W000 PLATE REO'D. 11` 1'Min. 1/4'•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2' 1 I _ 111 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED ' SILL PLATE EX6nmc;WOOD HEADER. THREADFORM TECHNOLOGY W 1/2" 1/4"0 TAPCON OR NOTE. REab. _ Ii1 Il / / TAPCON WITH ADVANCED 1-SEE SHF�f 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \\ THRE'ADFVRM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4" 1/2 MIN.CDX� STUDS M 16'D.C.MAX. PLYWOGD REC) \\ W/1/2"Min. PtNt1RATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO BE WALL FINIS fF—'THREADED AREA INTO PLYWOOD COMBINED iN�naY To ®HV WALL SILL INSTALLATION ISTING MIN.2'x4'STUDS®16'O.C.MAX.REO'D. ATTACHED TO STUDS IN (StE SCHEDULE ON SHEET 15) PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE 00 HV WALL SILL INSTALLATION ♦SEE Llbt ATIONB OF U E OF POHV WALL SILL INSTALLATION F.B.C. BLADE�GN SHEEP 19 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. `,1„GT11Et1A711 I�fT,,,,d,�' BERTHA HVTM i L E C® .per A.S.S.A. Accordion Shutter System H.v. MADE#1 w/OR w/o FIV. wlrlooLv etADE W!A = American Shutter Systems qEy.w 13MCRIPnaN DATE DRAWN BY: M.L. TILL*: * 6355 N1W.Jsth EST54 st3DSNViRGPJIa C?RDENS.FLaRDAGINEERING N3316 Association, Inc. 1 OLD 11-192 4/13/15 DAME 4/13/15 Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No -maL tlltmo0coLcom West Palm Beach, FL 33407 3 15—C+$rJ '•\\���` e EB-0006719 4 ��' ^•'•.....-•'''•r�\ WALTER A 1LUT Jr.P.E . � 1�J FLORIDA Uc.&44167 5 SHEET J DATE 6 16 OF 20 11H1 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & I& HV® BLADES (S APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEME C)ONLY SHALL BEL TED TO 105.0 0. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 7/4^0 N WITHPCO OR ,d1'� {^" TAPCON WITH ADVANCED 4"x5"(MID.) EXISTING 0 EO-..__ ...-_.2•MIN. THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. /-EDGE(IF APPLICABLE) W/1 1/2"Min,PENETRATION 1/4'0-20x3 4"5.5. STRUCTURAL ADEQUACY OF THREADED AREA TO / OF E%ISRNG WOOD BEAM EXISifNG WOOD HEADER. 1" PHILUPS TRUSS HEAD TO BE CERTIFIED BY r Min. 11 CHINE SCREWS REGISTERED ENGINEER OR ___ f7(ISTNG WOOD \(SEE SCI{EDULE ON SHEET 15) W/1/4"-20 NUTS ARCHITECT PRIOR TO O O TRUSSES OR �®12"O.C. SHUTTER INSTALLATION. i/2' 1/2" RAFTER o 24" 9 / - - O.C.REQUIRED 1/4.0 TAPCON OR O^15 TAPCON WITH ADVANCED 33/4-M x.TM iv •257^ TMREADFORM TECHNOLOGY / L Max. W/ 1 i/Z"Min.PENETRATION OF THREADED AREA TO EQ O S.M.S.14.3/4" O (6063-T6•ALLOY W/ALUM.TUBE EXISTING WOOD HEADER. ®6'O.C. © O ( H RAFTER 16" SCREWS S.TO (SEF SCHEDULE ON SHEET 15) or Q or I 1 or I or 15 LOCATE LAG OR WS AT TRS S I I MIDWIDTH OF EXISTING WOOD EXISTING MIN 2"z4" ) I MEMBER,(2"Min.NOMINAL IXISTI WC 4 HEADER REQ'D GLASS II MIN.SEPARATION TO GLASS i I OPENHOLE TUD TOACCEEPT AT EACH WIDTH)W/2"Min. (SEE SCHIDUIE.ON SHFET 11) EXISTING I PENETRATION OF THREADED 5/16"0 LAG SCREW I AREA VALID FOR GLASS-- I - ' AT CENTER OF TUBE I INSTALA11ON WBH 72psf I tai I MAX.A.S.U.S.D. DEIGN LOAD AND OS HV WALL HEADER INSTALLATION I X10,tea , c nss—I N.GL i 9'-0' OALLATIONSS ON�r THIS 'l 11 FOR MADE(DAND ♦ 1 FOR s)AM I I FOR WOOD W/MIN.SPECIFIC ON SHEET is FM 10 OR ® '�11 FOR MtSIM 19 DAnU GRAVITY OF 0.50 AS DOUGLAS NDTES: MA[fSOM® I a. pk® ♦ FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEUBLY 1 OR ® OR EQUAL 2-NOUNTINO SECTIONS CAN BE COMBINE (JHV CEILING INSTALLATION -' IN MY WAY TO SUR ANY INSTALLATION. U HV CEI NG INSTALLATION I I to GLASS;SEE I __0 OR®♦ I MIN. I I GLASS MlN.SEPARATION TO GLASS -J 1HAldp SEPARATION (SEE nNG SCHIDULE ON SHEET 71) EXI 55 I a�ms� (BEE SCHEDULE, I I 1 IX GLASS _i ) \ I \ TON SHEET 11) I ZOHNATE I 8 I I ( WALL (LOCATION 3/ Mlle EXISTING FINISH I 7/4• i $10x3/4"HEX I0L-2- 2"xb"MIN.WOOD ' 7HEAD TIIC IDECK REQUIf&D2'x6-MIN.WOOD SCREWS®72"o.c (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) T72_ - GE19 IDGE OF DECK OFEDGE OF DECK DECK IFIF APPLICABLE IF APPLICABLE - APPLICABLE S.S.TAPCON OR �HIWPS TRUSS HEAD22"x4"CONT. TAPCON WITH ADVANCED M'^' MACHINE SCREWS �- 1/4^0 TAPCON OR TAPCON WRH ADVANCT. SIPLATETI4RElOFORM TECHNOLOGY W/1/4'-20 NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED THP.EADFORM 2"MIN. - 'THREADFORM TECHNOLOGY.7LTRATit1N D THREADEDW/7 1/2"Nin. . REO'D W/1 1/2"Min.PENETRATION 12"O.C. TECHNOLOGY W/i 1/2'Min. PENETRATION OF THREADED AREA.TO EXISTING WOOD HEADER.(SEE . OF THREADED AREA TO EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE UMRATIONS OF USE FOR OX HV WALK-OVER INSTALLATION HV 'WALL SILT INSTALLATION BLADE TOO."' SHEET 19 ®HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone A. r/, ''Yi ®2015 EASTERN METAL SUPPLY,INC. <•` F '- Accordion Shutter System /7T�__ e N c_ ■ ■ i m RV.MADE#1 W/OR W/O RV WIDOW 131-ADEE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems - DESCRIPTION OATE DRAWN BY: LLL�All � 63MN.W.Sam.n,sm.3n,VRmZ4 FamF1s,RDRw 337 Association, Inc. t QLD tt-tsz 4/13/15 DAM 4/13/15 PLsono:(305)e71-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING Na ,FS'•• ,C� a mas:U-Itoc o of Wm West Palm Beach, FL 33407 3 g' /ANAL EN ���` WALTER A TRITT1Jr.P.E. 4 15-085 Fl.ORIDA Lx.f 44167 s SHEFT P.E. SEAL�S�(G'�IAYURE/DATE 6 17 of zo END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS faA'Yw.W000 SNDS RfO'A 2•x4•YLY.NOOD 2•x1"WN. - SNr6 RE70. WOW STUDS._ 2•x4'MN. (0.5 n➢PLICA0.1a ; AV��Q��fIX��t/y O.C. \ / "DOD n ae) G61ETRnii-INiO \ / SN09 OR w/NK xx I \ / FlNi91 ' 1/2'RF]RAilrxl ( 1 / NL 00.71ING CfA'S t0 1n•tTlx _ ✓ FNN9f I" PL1YGOr1 F NO =DS EXIST. E]RSl1NG GLASSF70S'RNC CUSS Ot-N0 C4A59 / \ .:.L F. x /W _1/Z•WN.COX rT 4v' m ani(SI£ R \ tsfl 9IYR41pN NK PLTPOOG. ' .�`�....� 33'A 5.: SG@l£DN S`FEr ro aIs(5PE 1/2 YIN. r�i wR amc mlru 1/1 s•:3• t!wR OPGE Q7�vm a.f`:. ' �? +u-_�r.S ®uE GNs¢r vuwaao. 1/Z, tsYRpuIE M W 9kET 19 tsa63-Ta)cwn. Fl f/Y uea rnx ON SIfEr 19 nx ' n FOR aJt�mao BlOFS®k AIIfY.CIASLR PLIWOOD. 0lK60)a Qll wx1 ON 94}3 19 R 0 19 rrn I 'MIN. AT tLOG4TE i/2 NI➢SN H �✓k + (D. AT EITHLA SIX NN t / OF(D) G151t1F S.Z. itwt/r s.Ys --- o mYG%nz.Vaw-r --- ale O.G /4 (E06J-TB O EYRt OHlGHr 5 4 wunfmmrs�To 1008®� sE M'II x r 1 OR®� m1rn s1tt or. �]OR SEE OEEAIL x FTR 1 OR a* 5� CONN Rro01S OETAL x r0(t 4 6 �„ WE COtWEGRON SIDE CON C9oN ro uc s TO VIA,t, @+ .Oj-a-�•Q3j- �•®-�J7•Q�-©•�- ` mQ31-©•Q •©- ©.p.y�_©.07.x_ �•®-©•®-©•®- e.,. � ®•�-�•�•®- ©®-®®-) ® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL(7� O END CONNECTION DETAIL I](6TING •RECURFD ONLY roR FYIS CRFATQt TWN 12'-0' 27x47 WN.WOOD %'CttOR9 7/4b TPPOON ANCIiO sTws reo•.� wj t 1/z-Mn 00"r S.I.S. �DUMNG GLASS PNIEIRA M Y lY O.C. W/1 1/2'YN. Bt6 C. PENETRV101 o 12 o,c, m a (�E ,T ♦ SEE LIMITATIONS OF USE FOR MN.9PYATNN t/2'NRL s>mulE al 9a}7 4 O BLADE 1A ON SHEFT 19 m GL (6FE ]I Rk®lJ)E A'O ' cv SrEFT 19 FOR _-___ rDe® fiVO6m&Fi[i 1/2" % -- OR®O'Z r>- _ _wN. 4 ----- -- _ _ ©OR@OR(5OR(q iA 4 4 3. 0OR 4 c K �.:o-•4.:"S<'..`n:X:`%'L-F>.:„Gv. 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I OLD 11-192 4/13 E-/15 W 4/13/15 TATE OF 6355 N.W.36th.SL,St.305,'ARGINA GARDM.ELGWA 331 O'-• F a Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroads+Drive 2 DRAWING No �DAID� k``'.'� 01( DTBCO®oolCon West Palm Beach, FL 33407 5 ............••��` ` EH-0006719 , 15-085 `E, �� INALTO A.TILUT Jr.P.E. / E`vv\�5� FLORIDA UO.B 44167 5 SHEET P.E. 3&h `tURE/DATE 0 18 OF 20 1. �"�©3i® t GENERAL LIMRATIONS AP1D coNDmONs OF USE FOR BERTFW A A A A (� UNWAHCVCO4YRDNDODNW SHUTTER OAYTEM WORKING IN 7.MAX.A.S.U.DESIGN PRESSURE RAIING+110,- 110 P•31. 2.MAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL.AS MOUMTNGS M,O,T,U&WON SHEER 16& 17. f ONLRYAyCENDTER1dAlES Znt ®(BOTH W/OPP0�4 OR A ARE ALLOWED WITH 2l NG Oa(�°x �� tr,(S5)11U5r BE INCLUDED ONLY AT 1(rERIOR ACCESS SIDUT.IN E OF O OPPOSING 16 a, 0 cExrQtMaTG TYP.EA END • • S.(A)W WINDOW BLADE @ SHALL ONLY ALLOW A MAXIhAW OF 5 OPENINGS (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINDOWS ♦ ♦ • (OB)NMI�N.�eC1EARANCE R�7ORB BD7ION EDGE OF HJ WINDOW RADE® ALLOWED AT FIVHOLE SMALL WINDOW BLADE (C)FIRST OR L}�T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE KV WINDOW BLADE 7�1 S J J In i (D)FIV WINDOW BLADE 1�MOST BE USm ALTERNATE TO A SOLID HV BE (1D THROUGHOUT SHUTTER'S 4A DTH. • • • � > 9)CV "ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV •I a�� BLADE 1 AT OTHER SIDE OF THETA: SEE END Y (F)POLYCM13ONATE HV WINDOW Ci SHALL BE INSTALLED SO TABS FADE CONNECTION J N THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEErs E,� ONLY INSTALLED AND LOCKUSING A HV AND TOOL PROVIDED BY ASS& 10& 1B IYP. i�d INC. FULL HO(.WT. &35R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOW FRAME i J W$N BUILDINGS ON SHEET 15,AS LIMITED BT SPAN AND DESIGN LOAD(SEE NOTES P TYP 4 1 &2 ABOVE). Cp 7.SEF ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 6.MINIMUM SEPARATION TO GLASS.SCHEDULE,PER ASTM E-1996: (SEE PLAN FOR REQUIREMENT ® � 0 H (TypSE TOP&BOTTOM W 1 a1 $ .7 WIND ZONE MINIMUM SFPARATION TO GLASS NUMITEO WIO i THRU 3 ELEVATION ------------ MIL SEAN SHE ro QASR -------4 - EJDSTING GLASS-L SCHEDULE ON SI1FEr 11 FOR[1TADEO 6 ���-- AND ON THIS SHEET FOR 6N7ESO& --._.---------------- ---------j--- - -- --------------- 5 1 / 1 �\ NG.CENTER MATT s aiii W1 QMEXIIERIOR ONLY) TYP. T \ AND W114 OR (SEE NOTE 4 ABOVE) TYP. SIMM IrAl CENTERMATES C1 ��, 7, \ W/2 OR©AND �� _�� -_ F. (SEE NOTE 4 PLAN 4 5 / TYPICAL J-) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 4A SHUTTER* ---��� N-T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\'`,A,Y\11R A�Lr f1/r ©2075 EASTERN METAL SUPPLY. INC. WE-WT-NA HV. ki /7TI +� Accordion Shutter System 9 c ■ a . H.V. 9AM#1 W/OR W/0 H.V.%INWN 61ADE * J American Shutter Systems icy.H DEsminUN DATE DRAWN BY: N.L. TIWT TESTING & ENGINEERING COMPANY AggOCiafiOn, inc. t OLD tt-t92 a/t3/15 DATE- 4 13 ,5 a' STATT-DF Z 6=-KW,ism.ST.,5W,30.MR,= GAROsts,FLOR A 331e / r' 'F. :(305)871-1530.F-:(50.5)871-1531 4268 Westroads Drive z DRAWING No '.�� <OFi1D4 •'k.�: —11:tI�°B�y C9R1 'Nest Palm Beach, FL 33407 3 F s•........• G��. 15-085 //♦♦s/ � \/ WALTER A T.#Jr,P.E. 4 ♦♦ FLORIDA LI:.F 44167 SHEET P.E. $Bq TEE DATE 6 19 OF 20 Z5�x I in 0.03b_1HICK INSTALLATIONS W1 Cl) HV 13LADE & HV CENTERMATES 2.000"Max. MITI. ASIA A-653 GRACE pjin.G_GO ;:-..'7- 083, C`A`V-ME" TO METAL STUD WALLS SMS AT 16-O.C. 43h METAL 0 4@0 4@1 4A. QLD 0 6'D.C. 1. .475 114 0 NOMINAL GENERAL LIM11MONS AND CONDITIONS OF USE ALUMINUM SLEEVE 12 45T FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY (1 3/4-.6 1/4-.0.035-THICK Min.I/(i�o -12, SYSTEM INSTALLATION TO METAL STUD WALLS CONT-CAVI.=11.1ICK CHANNEL, O.C. 0. 3 000' .i,r O.C. Q ASTM A-03 G'�O SEPARATION TO GLASS CHEDULE 9 GALVANUED FP5RNED To STUDS W/(2)160/2-TEX SCREWS ON I EXISTING FINISH1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. INTERIOR&EXTERIOR FACE AS APPLICABLE W 2. MAX, SHUTTER SPAN: 84" VIAND ZONE MINIMUM ASTM E-1966 SEPARATION 79=1.1- .SEPARATION 3. ALLOWED MOUNTING:(MS ON THIS SHEET. TO CLASS EXISTING GLASS-�� TO GLASS MIN L@ (SEE SCHEDULE) I THRU 3 1. 1 0-20X. BOLT 4. ONLY ENT ERMATE V21 W/ 204 HV LOCK ARE ALLOWED MUST PENETRATE 21 ARI- WITH RANGA SYMMETRICAL LAYOUT. USE OF (2)n,35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 3/4'x 6 1/4"x 0.035'THKX W. EXISTING FINISH INCLUDED ATTXTERIOR OR INTERIOR ACCESS SIDE OF P371. CONT.GAW.STM TRACK CILANNEL, As APPUCABLE: CENTERMATE. GAUNA--653 GRADE 40 Mn.6-59 in _p ANIZED FASTENED TO STUDS P N/(2)16.1/2-TEK SCREWS ON 43c nT PITERIOR&EXTERIOR FACE a 6*D.C. O.C. 1/4.�0-20 THREADS _- BLADE SLACK DETAIL HVF IS ALSO VALID FOR j./4"0 ELCO CONSTRUCTION Z 1/2" 12 8 CENTERMATE @ APPLICATION WITH BLADE Q PRODUCTS FAB-LOK ND G"x 12-x 0.035'THIC (i�R Min.ASTM A-6,53 GRADE 40 0 6 O.C. Mi'.G_60 CALV.STEEL I COMPONENTS 5 AT 16"D.C. In. WALL HEADER/SILL INSTALLATION METAL STUD NG FINISH AS APPLICABLE SCALE: 3/8"- 1' (TYP.TOP&BOTTOM) VA VA —————— 1 3/4".6 1/4".0.035'THICK Min. GLASS ONT.GALV.SIM K CHANNEL, ASTM A-653 GRADETR4ACMn., G-60 EXISTING SYMMETRY sYMM&R'YCAL.. GALVANIZED FASTENm 7D OS CAL 4Ja 4 AIN. S ON INTERIOR EXTERIOR FACE 5b 4,3c MIN. S W/:::I I .' . C G SS ENTERMATES C ENTERMATES (SEE SCH UL EXTERIOR ACCESS SIDE -.-INTERIOR ACCESS SIDE '.,'I IN ) 1 _13"(TYP.) LX Ati.Min. IN 4 24-- 1@2 -�4 y I21 21 21 t21 2)42 L D AT —------ HV HEADER/sILYENDS VIEW Y 4 12 3 1/4'(Typ..)=r 1 3 (6'min.) SIDE CONNECTION TO TRACK (COOL) 6 1/2 (Typ) 7' —6 1/2'MAX.SLACK HVA HVB BLADE SLACK DETAIL_HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 2015 EASTERN METAL SUPPLY,INC. N Tlz BERTHA HVTM Accordion Shutter System. 7%ME C-0im., A,S,S,A. KV.BLADE#1 W/OR W10 H.V WINDOW BLADE j aiVW DESCPJPTtON DATE DRAW American Shutter System . N BY. M.L TILLIT TESTING & ENGINEERING COMPANY elation, Inc. I 6355 H.W.3M.SL,Sta.305.—INLA GARDENS,IFLORCA 3316' Association, OLD 11-192 4/13/15 DATE- 4/13/15 4268 Westroads Drive 2 Phone :(305)871-1530.Fax;(305)a7l-1531 —DRAWING No 'It'tORI ES0009 West Palm Beach, FL 33407 3 - 671 ...... WALTER A.TILUT Jr.P.E. 4 15-085 /0' FLORIDA Lic.1 44167 SHEET P.E. 20 OF 20