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Home My WebLink AboutProduct Approval HURRICANE SHUTTERS; 1. M. PANELS • ACCORDIONS BAHAMAS COLONIALS * ROLL UPS Property Information Building Information Owner: Michael and Penelope Carr Wind Zone: 170 MPH. Address: 12795 MARINER CT. Exposure Category: B HARBOR RIDGE Minimum Building Dimension: 5 ft. PALM CITY, Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations NOpening Location Device Device Device Max Positive Max Ne ative umberIL Zone�-15 h(in) Height(in) Elevation(ft) Pressure(psf) jPressure(ps� 1 Int 85 93 7 27.7 -30.4 --- - ---- ------.__. ---- -- --- -- -- - - -- - - - ------ -- -- - ----------- ----- 1 top Int 72 48 7 29.4 -32.0 - - -- - - ------------ 2 Int 58 73 7 29.0 -31.6 - .._... ----------------- - ___._. ----- -- - - -- _..--- --- - ----- - ---- - -----._...__..- -- - _.__.- ------------ - - 3 Int 84 114 7 27.3 -30.0 4 Int 42 106 7 28.9 -31.5 _._--- -... - - ---- - - -- ------ -- ----------- - .- - - - ----------------------- - ....... ---- 5 Int 58 86 7 28.6 -31.3 8 Int 42 106 7 28.9 -31.5 9 Int 63 64 7 29.1 -31.7 10 Int 63 64 7 29.1 -.31.7 11 Int 35 35 7 31.2 -33.8 12 Int 106 86 7 27.4 -30.1. Prepared in accordance ivith:ASCE 7-10,Chapter 30.TKind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 i r s r, yf)y ,7s°��r�e h�:y Opening ,, 1; Bertha'High Velocity Accordion {FRONT DOOR) 2. ;8erth6High Veloctty Accordion (R/S iGAR.. 13 ;Bertha High Velocity Accordion , (R/S ARCH WINDOW) 4. Bertha High Velocity Accordion (R/S ARCH WINDOW) 5 Bertha High V6locity Accordion Bertha High Velocity Accordion (LEFT SIDE) M. 9. Bertha High Velocity Accordion (LEFT SIDE) s 10. Bertha High Velocity Accordion (FRONT/l);V. 11. Bertha High Velocity Accordion 12.,Bertha High Velocity Accordion 1 (FRONT) 1 8 . 12 3 CL — i 10 2 _® ow � wo } C �- a �IYU Q _j �mQ Lo N cc C_V G COPYRIGHT E-TWPEET.GON SCALE NOT TO SCALE DATE: Apr 26,2016 PAGE DESCRIPTION: Carr Residence PAGE: OF� i Identification Schedule for Opening Protective Device or System (The following minimum in formation shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 12795 MARINER CT. HARBOR RIDGE, PALM CITY, Type of structure: PERMIT#: Dev. Device Device Approval Opening Opening Shutter Shutter #Storni Anchor Header # Type Manufacturer Width Height Width Height Bars Reg. Sp acing Reinf.Re 1. Accordian ASSA FBC 85 93 85 93 9 No 1 top. Panels Eastern Metal FBC 72 48 72 48 12 No 2. Accordian ASSA FBC 58 73 58 73 9 No 3. Accordian ASSA FBC 84 114 84 114 9 No 4. Accordian ASSA FBC 42 106 42 106 9 No 5. Accordian ASSA FBC 58 86 58 86 9 No 8. Accordian ASSA FBC 42 106 42 106 9 No 9. Accordian ASSA FBC 63 64 63 64 9 No 10. Accordian ASSA FBC 63 64 63 64 9 No 11. Accordian ASSA FBC 35 35 35 35 9 No 12. Accordian ASSA FBC 106 86 106 86 9 No Florida Building Code Online Page 1 of 2 A Ir - 3`- �oMa DepaltmCittd BCIS Home E Log In I User Registration j Hot Topics .k Submit Surcharge { Stats&Facts j Publications j FBC Staff ¢£ BCIS Site Map `t, Lints Search Businh"esy "rofessi�l 'a USER Public User oval Regulation Product Approval Menu>Product or Aopllcabon Search>Application List>Application Detail r FL# FL389-R8 to _,rAv3 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 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 =Liort Subcategory Compliance Method lorida Registered Architect or a Licensed Florida Professional Engineer R 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 Validation Checklist-Hardcopy Received Certificate of Independence FL.389 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://floridabuil ding.org/pr/pi_app_dtl.aspx?parani=wGEVXQvADgvY4 HWvM53Mws... 8/3/201.5 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 Summary 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 II A.S.S.A.INC. DRWG.15-086.Ddf 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.Ddf 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 11 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.Ddf 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 F1.389 R8 II A.S.S.A.INC. DRWG.15-084.Ddf 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.odf 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 Ngxt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:650-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C ® e0l9 E HimSeCU� AfET/LLGS https://fl ori dabu it di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJVx5'Wws... 8/3/2015 Ll ECO II�L4C. _/T1 L TIILLIT TESTING S ENGINEERING COMPANY WALTER A.TILLIT,JR-,P.E. tilteco@aol.com FL P.E.Licanse No.44167 FL E.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 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 Assodiiati.on 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 BlN ®1athru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by I �A. ' i �P.E.; dated 4/13/15. This drawing is an integral part of this Eo `IE,u t1:. ®' • � �' q ° r ' ' ``' 6355 N.W. 36th Street, Suite 305,Miami, Florida 33166-Phone"(3 aFax: (305) 871-1531 ''9�fvreaeN PRODUCT EVALUATION 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 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 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 03104/2011, 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 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 12114107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 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,,Jaled July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTIMP 8 I � ° ®oR Qua[if[cations for Sabic Innovative Plastic PyO .hate. e%esin 103, equivalent as per letter issued by Sabic, date4d°7; 7/M* e's�ed k Eastern cje With Metal Supply Inc. to approved # 9034 sheet, �� [Dade- County Approval addressing the burning character tics .t; v g aiid*s�uctural (mechanical) properties. cc ZZ, 4 • a; INK\- etc ` 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 Mounting)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 indicate of drawing No. 15-085 4 � 4 s� q� a ''°'.svmvoo6oJd>JB6 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). iiddtrssarsov��® TILLP' d 0 a 441 6? = �� v e . VVVV•s..oe O 4` ®'�®�8sos®rBs88Ai 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. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd--0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDRIGN,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES n k (nA 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 P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 9G INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.80 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(D (10214.01-03, 0715.01-03,#1004.01-05,#1214.01-05, #0317.02-05,J06G9.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA T HV BLADE Cil AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVE.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.HV BLADE�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 7)14X2.75'AND#14.1.75'RESPECTIVELY, 410-HT MINIMUM SERIFS CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WTTH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MU57 BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET"2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 ksi AND 35.7 lis;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 AISI 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 13E ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:EN BLADED: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 EIV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT X5'458,179 ISSUED TO EASTERN EMD CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 METAL SUPPLY,INC. S.IT SHALL DE 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/GAUL( AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST AND BEAR ENGAGE OR LOCK ALL EL I A VISIBLE LOCKS,PLACE NTH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD A 4. t.IV.WINDOW BLADE 1 ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL 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.E.D.PREPARED 13Y 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 DM- ATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL ALTERED CONSIDERED INVALID IF ALTED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL 13E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WAIL 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 SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111 1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``\,�=RA�'� ....:,1•/`l��i��/ ©2015 EASTERN METAL SUPPLY,INC. . V �.�cEi •-•_ . BERTHA HVTM 0 ■� Accordion Shutter System - ■ H.V.ULaDE#1 W/OR W/o ITV. WINDOW IMAM American Shutter Systems EY.N, DESORirneN DATE DRA'Ali DY: M.L � TILLIT TESTING & ENGINEERING COMPANY FE//t- c Association, Inc. 1 OLD 11-192 +/13/15 HATE 4/13/15 ��.• V?-„.• 6353 N.W.38th.SE,Sta 3D5,NRGIKV.VFMM 113RDA 331 Pf Ana:(3a5)871-1530.Roz: z DRAWING No (305)871-1531 4268 Westroads Drive —11:bTMo..6-1 can West Palm Beach, FL 33407 3 '1/1''�s/ NAL EN�� `� WALTE®A nLUT J'.P. SHEET F. 4 15=085 FLORIDA U..#44167 - 5 E P.E. SEAL7t%WAAURE/DATE 6 1 OF 20 3'o Fors mNtIDW B1IaE` VARIES 1.918" 1.491' Max 1.200' 0 a ✓�' 0.454" 4.371• 4.385' 05gti \`rA 1 HV SOLID BLADE N .375' y` O SOHV UNIVERSAL FLOATER 4` 5 HV 9D° 1$O' ST/TER CO UNDER US PATENT # 5458179 QUALIFIED FOR USE YJ QUALIFIED FOR USE WJ HV BLADE TO ®HV DIRECT MOUNT IiV BLADE 01 ! grw^Fy{}(j.W-� D�' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV OY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE ND . 6063-T6 ALLOY AND TEMPER 6063-T6 TEMPER 3.226' 1.5D0• 556' ) /'' 124° 065• / !a 570• $ 2.670• ` 3. / 994• 67 1.000' N .670' 2.226" 72' 842 - 4.897' o `oo r � 0 815" 2.092' - O J. D L P -........._4.436• 12 'R 1.375' 0.072° --- 0.072' 9 3.226' QUA TIED FOR USE W 8�HV WALK-OVER TRACK .20 V ADJ. F 00 T CK - BALLOY AND TEMPER QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK ss° 3.su O ED FOR USE W/ HV BLADE 1 QUALIFIED FOR USE W/ HV BLADE 0ONLY. 10 HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEM VARIEC "1 1.936" BLADE 1917'. N 1' 1'875' 9 VARIES 1.936' 6063-T6 ALLOY AND TEMPER ax. u `a az. 083' 083" .083' m .063' UU" .725' It ul a, .0601 o .093' .093'°o 060 _ .060= = .060°o 670 n 14' lar - q r 0 670 1.686' 01 870 3.520" q 3.520' 3529' __ 670 a F• in,11 HV C I .G H DE 1 HV HEADER/SILL 13 HD CEILING HEADER/Sill q LIFlED FOR USE W/ HV NLY, QUA ED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPERO QUALIFIED FOR USE W/ HVBLADE tO - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. x 6063-T6 At LOY AND TEMPER T7 COMPONENT A 8 T1 T2 X Y t K%MIN.Y MNt 2' 1 2' 0.725' 17 2S'MAX. 1/8' 1/8' SIDE ANGLES 18 _2_._.. 5'MAX. 0.192' 0.192' 6 CORNER QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' Y MAX. 0.190' 0.790" POSTS BLADE 01 QUALIFIED FOR USE W/ HV 1 QUALIFIED BFLAADRE(j) W/ HV 6063-76 ALLOY AND TEMPER BLADE 0 ONLY. ® 2' 5'MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone • 41, D 2015 EASTERN METAL SUPPLY.mc.��ENSFT i BERTHA HVTM A Accordion Shutter System /TILFE C® .Iw c. ■ ■ ■ ■ H.v BLAM#1 w/OR w/o H.v. N9NDOYd MADE • = American Shuffer Syslams EV. 06CNIPRON DATE DRAWN IV: M.L -:• �l�I�YJ�.r� = TILUT TESTING & ENGINEERING COMPANY cc; Assoclafion, Inc. 7 OLD 11-192 4/13/15 DATE 4/13/15 $TATE OF tcA 8355 N.W.36(.SL,Ste.355,V.01NW:(3058,1-15FLOFM4 sat 4268 Westroads Drive z Phone:(305)871-1530.Fax (305)877-1531 %�pF .,F10R10 ,.•��`\�� e-maf®6oro 91.com West Palm Beach, FL 33407 3 DRAWING No SIONAL��`•�` WALTER a TIUIT Jr.P.E. 4 15-085 P.E. SSW}/FdfitllAV6E/DATE Ft.OROA Oc. 44167 9 SHEET 6 2 OF 20 4.600' -929' �- 4.576' 1/4'-20.1 1/4--20 CAR .745" 2.293• .334' THREADED HataNC ENAMEL 1 4'20 2.293' .745' M.& wED P.VNrED ED R C" N" (2 1YP.) C FlaAIF1 fy,a0' °• m N `8 m __.. _ Balm TURN •� n n < KNOB. Osl, .062" 1.325• c of .31d.875• NVER i 1•AArr" p•1g�r _ _ _ n ° g KEEYI;OaNME (CHROME PLATED) 2i HV CENTERMATE ,yy�� °s_ d; .. ��, 1.325 ® V OC ® HV EGRESS LOCK' IFlED FOR USE W HV BLADE i & 0 l'•�JHV 0 G CENTERMATE P g3,�•� ./ •.R A ( g Q'AUU�FIIED FOR USE W/ HV BLADE 1 & to ONLY °�� 0 � .875" m QUALIFIED FOR USE W/ QUAURED FOR USE W/ W 6063-T6 ALLOY AND TEMPER (23) HV CORNER CENTF, O.D. 50 �RMATE BLADE lJ& ®ONL BLADE 1�& ®ON • Q ALIFIED FOR USE W/ HV BLADE 1 ONLY G• 78. 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756' .922" MOLDED TO 'N 4.045' 2' SCREW n 7.079' 1.753" Inv_ o p6'1 .825" v .360'AFTER RIVETING Oa o 1/40 X 3/4sr BEFORE RNETING y� M ' K n S.S. THUMBSCREW( �4 0-20 RIVNUT* m .pa *SMES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN �_2., 2.760• m a) m .022" SHEET NUTSERT,PART I 0620, MANUFACTURED BY T. Y AVOE PUN FRONT ELEVATION " " 4.566 CHERRY TE3(TORN.PAR9PPEN1-,NEW W JERSEY 07054 OR EOLAL © HV MALE T LOCK CENTERMATE „ „ HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(I)ONLY HV FEMALE T LOCK CENTERMATE ® HV "T" LOCK TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W BLADE 9O 6063-T6 ALLOY AND ONLY QUALIFIED FOR USE W/ HV 13LADE MONLY W/HV BLADED ONLY. BLADE tQ ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEiR- p 1.917 1.917' 3.161 I .0 3• - ��_- � / _THUMBTURN " -432 1 -UNDER OR .214' .062" KEY CYLINDER 214' .545• in to „• ~ _..In n � 0 0.875"Min. 1 .125'Max. �".�UAILIFIED - ' ING OD �21 CENTERMATE W LOCKING OD N .4D 16 � � 000 a0 " 16 FOR USEW/ HV BLADE 1 & QUALIFIED FOR USE W/ HV BLADE 1 & 1A _T6 ALLOY AND TEMPER ® HD CENTERMATE'S INSERT .doa" m 6063-TS ALLOY AND TEMPERCm VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1�& "' 1/4-4-20 ss as J/e's-16 1.130• 6063-T6 ALLOY HAND TEMPER � - _ THUMBTURN ACEtiV.ANNSCH£A5. ±1 WIDER - ON WIDER(SEEDET1�) Do _ OR KEY t1S 1.5 Min. CYUNDFR ® LOCKING RODS L/4"0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 0 375'0 6063-T6 ALLOY AND TEMPER © HV 3r8"0-i6 ACETAL 3 HV /4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SEPoLS 2333 HOOK BOLT LOCK. �5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS 1ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEQ& `A LLED AT TRACKS FOR PROPER EMBE9 ENT QUALIFIED F R% !{1rr BLADE QUALIFIED FOR USE W/ I-IV BLADE 7Q FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone •I'Lur //,� C 2015 EASTERN METAL SUPPLY, INC. ., ;. //►► BERTHA HVTM ------, _ /71� �\r® IkiC. A,S,S./ l�l� Hv.A6ta EC Accordion n�hFiVttim�INd ffi American Shutter Systems iEV.ll OESCLOP ON DA71 DPAWN 9Y: M.E. • ( E` TICCIT TESTING & ENGINEERING COMPANY S kA, Association, Inc. 1 oto 11-192 a/13/I5 DATE: 4/13/15 •._ f QA 0396 N.W.JBtO.R,Ste.500,N6GIHN G'JtOFJC'i,Fl.ORLN 531' Wes 'P E8R1 Pace:(305)871-1530.Fax t(305)871-15,31 42E8 Nestroads drive DRAWING No �4,�FF''• �� awn 6:ER-C.d.- West Palm Beach, FL 33407 LS SIOtdA �� a83-aOW7113 15-085 4/ 13 WALTER A T1Ll.rT Jr.P.E. 7r//tM11114fT14\` FLORIDA Llc.t 44167 SI"LEEfP.E. SEAL/SIGNATURE/DATE 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1HV 41 s/s-m- 'Toi6lADE T.P 62s (D HV BLADE 1 j I EI t .1876'4 HV BLADE 1A WINDOW 3 1 t0R� BLADE .0.0625• wECnaV x_x .0679 .0625 ® I�i HV I' HADES 1675° Y ® HV LONG RECESSED NYLON BUSHING z'G j I n KNUCKLE -m OPENIN .0625 Orn) 0.0625" ® HV SHORT RECESSED NYLON BUSHING u6i p I I f1AT PORTION' R7.7S0�/ ® HV NYLON HAT WASHER Q OR (9 �!y - i I BLASE AOR /,(/ 3 50- 41 HV WHEEL CARRIAGE AISI 302-303 SERIES I •� 40 I I n �� /02.8750' X 0.870"x3/16" THICK NYLON WHEEL 3 2 7/6"MIN. I/ HV IYANNDOW �� CLEM 0.188"0 ASI 302 SERIES S.S. RIVETS315 EfS - 1 "0 - SEPARATION BETWEEN 0• BETWEEN .0625" 3.750 ® HV 1 3/4" ACCORDION PIN W/ #5 HEAD * - EXTERIOR 411J � oP�ivcs ON c T/4* ZECDOL62Y" 534 7soa• 7� f ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 �, .__ I CLEAR" R ^^a+ ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i -o i jJ 6 � TYPICAL HV WINDOW BLADE lb AND POLYCARBONATE HV WINDOW DETAIL ®.. AOR ® ® or �3 N.T.S. Tr. "EE NOTE FOR OUREMENTS) (DOR POLYCILRBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE 12 MIN.CL CE RESINS, LN-STABILIZED GRADE OR SABIC ��(HV f)Liv �RREOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y To BLADE a M INNOVATIVE PLASTIC LEXAN 103 RESIN �utr �� I I Q1 O ®R i I LTJ (SEE NOTE "F" ON SHEET 19). - iI (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® oryN4 I POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR � I EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY TYPMl1PROPQLIES s ` PUCJME N.T.S. --'HV PIN®OR®E AT REFTi�cEa7� ^'61O (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT eLADE's IENUCKILE Ems rel �� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.32a _ (SEE NOTE FOR SPEOI a CRnVRY A6M 0792 O.aq mp m D.D43 m/m BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. 3 REQUIREMENTS) .TY TOISILE YIF1D SB Mf ASN 083tl 9100 Wi 9500 Psi. 1 FLEKU SIRENOD,AT YEW ASN 0780 12,500 P.J. 13,400 Pal (3) HV PIN ® OR 43 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5� j t IIT FLEXURAL MDDULW ASM UM 340.000-1 M.000-1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTCNm QW ASTM 07.H 18 FT-m�n 17 SHEET @iRFR,„att ,.�: WHEEL CARRIAGE DETAIL 5M °alum nsM 0.3 472 x w.5 x MAx WES. ASSEMBLY LAYOUT RATE OF DUR1DNc nsnl 0615 �1 AAs o-,AAs nT..SSF1F I,NRgN ASN.DIM 1010'F 880'F PF.A714' i' AstM O165 TENSILE SffZEL1ORi AFTER WEATHER ASN 818 8302 p--,i. 8040 P 1 (1) HY BLADE SOLID & (A HY WINDOW BLADE DETAILS TE-LE ma3s 6sDRE wrw NF3anc ASm —1 Pa. MOD--. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ,,,•�"'��ER A; rig ©2015 EASTERN METAL SUPPLY,INC. ,�P•.•�cEN• !�l BERTHA HVTM _ _ I L E C O N A.S �.�, Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V. WINDOW BLADE z o. American Shutter Systems qEv.w DESORIPTION DATE DRAWN BY. M.L. T TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 3/13/15 DATE: 4/13/15 :0 ATE pp .•*� 8355 N.W.361h.SL,SN,305,MRGIMA GARDENS,FL.OMA 3316 4268 Westroads Drive 2 Plwna:(305)871-1530.Fax:(305)871-1531 DRAWING No ..ORIDP _•`c�`v� ,-D a6:nNe�®aal.aaD West Palm Beach, FL 33407 15-085 EB-0006719 3 �pNA�'ENG�� WALTER A TILUT Jn P.E. P.E. 9`�kl-fr51dNlI�URE/DATE CORD u`' '4167 5 SHEET 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A e c c ®*� v x s T v ®�•` © 1 �A�.CONDMON I7: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 IN TIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T4 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"° LOCKS OR 1A.tY IBE USED ASFAN INSIDE ll Q OR OUTSIDE LOCK.CONNECTION OF LOCE OR FOR SECURITY CKS TO SES, UCENTERMATTWOES 1 OR SHALL BE AS INDICATED ON NOTE(1)ABOVE y— LOCATION OF LOCKS SHALL BE AS INDICATED N TYPICAL SHUTTER ELEVATION. av OPTION&CONDfrK)N Ag (VAI In ONLY WHEN h"p&=ODNDnM 11 OR-UMITED MANDATORY x - 3. II o 02 IS USED H.V.LOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY d 5 6 0 an 4 °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE- LOCKING RODS j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONORION AL2:ON£HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � � CJill a AND INSTALLATIONS AT ANY ELEVATION. HV LOCK�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. MS.TWO LOCKING RODS s AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xIx-xrc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. pa�p0g $o0 5. o �mim§ 9 OR 22: ONE ALTERNATE HV LOCK MAY BE USED IN ULU OF HV LOCK or FOR ANY SPAN AND QL 5€h�o12 �d� INSTALLATIONS AT ANY ELEVATION.AL ERNATE LOCK MAY 13E USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 0Q��9� £ice OF 1/4'0-20x3f4"S.S. THUMBSCREW TO®OR®CENTERMATES SHALL 6E MADE W/ 11/4'0-200/4'ALUM. Z'5��3� x o-xw Ib RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( `� � ?Wg LOCKS AT 1/3 OF SHUTTER SPAN. 10 6. _ANMTORY CONDITION 93 FOR KEYSTONE MOIINTINO_INSTALLATIONS: ONE HV LOCK® or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2' LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 10 W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H ( J K L Y P 0 " Y W X SHEEIS 10& 18TYPP.FULL n *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 . YAW13 ONLY FOR W-T-LC% AND CENTERMATES ej AND -°nuurtm eonr '- CENTERMATEANY SPAN AND �cae�ax©+(7�an®ae)0 •®� INSTALLATION TAEDT ANY NATE HELEVATION.CALTE BLOCK LLY IBEUUSED AS AN�NS DE OR OCKS 0 ORUTSIDE LOCK.K ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE i 0 s/$oe 1 m+1 oa CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1.1/2" LNG S.S.THREADED BOLT W/7/6"0 x 3/32' J;©°R© O c" WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x 5/B"RMVUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (b j- 7 • 7 $ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 5 TOP AND BOTOM IS MANDATORY. *1 OTES ON HD LOCKS & CENTERMATES: 1.ND TOCK CENTERMA� W3Z /(3t ONE ALTERNATE HD LOCK33 MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS 4 OR FOR ANY SPAN AND INSTALIATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 4R TO V.T IS W/3 J8 x 3/8'F.H. SS.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAL RDA BUILDING CODE on High Velocity Hurricane one ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm Accordion oK tter yam■S.S.A. FLV RPM# WCR W I American Shutter Systems REV.W DEScaienox DATE DRAWN SY: M.L. STATE OF TILUT TESTING & ENGINEERING COMPANY o= Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 s g•, :�� uus N. asen.sr.,71 DAs.v.FM onxows,ELORw ast 4268 Westroods Drive s Phone:(305�T7-1530.Fox (30S")8Ti-1551 DRAWING NO �Vniu l -m.l:Ult00067 9(,�em West Palm Beach, FL 33407 z .SS/ANAL EN�.+'`�� wALTea a tiir7rtar.PE + 1J—OaJ r, L 1\\\ FLORIDA Uc.#44167 5 SHEET P.E. SF lrf tI13k IRE/DATE e 5 OF 20 ONCRETF.ANCHORS POURED CONCRETE POUR POURED (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET i3} REQUIRED 1/4 C-20x3/4"B.S. POUR TE REQUIRED CONCRETE ANCHORS UACHINE SCREWS REQUIRED FOst (SEE SCHEDULE ON W/t/4'-20 COHCRcfE AtdCHOR,S 17 i S R csTotlE(Ga NO6N111.@ W&QIEET 7) SHEET 13) N1,RS 0 12'O.C. (SEE SCHE N ON.SHEET 73) 1' 1' ---- 120R 4 Min. 1/4"®-20x3/4'S.S. Min. EQ EQ '1—MACHINE SCkEWS EO __ USING 1/4'-20 NUTS 2` 0 12'O.C. E D.k 250"Max. on 13 oR 1 S D � .250'Maz. D' � 1 M E. i !f .Dax- . 1 1 I r I'. .OPTIONALLI I / OPTIONAL I � A4I SEPATWION I I ! �'' 'iD cars(SFE I DIE ON®Fo— 1 OR ® IX5T NG MIN-SEPARATION TO GLASS I w a1Fa 1s FOR I 1 ® I 1 GLASS SCHEDULE ON SHEET 11) EXISPNG i rns6Esmk� MIN.SEPARATION TO CLASS CLASS_ 'i—(SEE SCHEDULE ON SHEET 11) 1 1 G N� ©HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE Ex MIN.SEPARATION TO GLASS GLASS—+ i (SEE SCHEDULE ON SHEET 11) 1 ' w a�s¢ 1 1 OR i� MIN.SEPARATION'IU GLASS ' ' 1 °GLASS----l SUcnAE ON�T �' I i (SEE SCHEDULE ON SHEET 11) i n R1R r�patio i oN a¢r fo m I I"y1 - ! I i OPTIONAL xmLsOe p ;1q EXISTING IIrF//47/4 GLASS---I D k E' k \ i t i i Mas Ijil i'll i/4'Max. ' f OPTIONAL �I 13 aR i5 E.0. i i i i D t F • i i t I _ Q1/ 13 oR15 a-- 11. 2 OR 14 - 1/4'0-20x3/4"S.S. in. -- EQ PHIWPS TRUSS HEAD 1/ 20x3/4'S.S.PHILLIPS �7�p MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS `%R 18 1' 1/4"-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) Mn. POURED CONCRETE SHEEP 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK C CRETE ANCHORS REQUIRED - wuL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON (1F HV WALL SILL INSTALLATION POURED CONCRETE.. SHEET 14) OR CONCRETE BLOCK WALL REQUIRE HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECRON¢_ INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER # E. D.=EDGE DISTANCE `' ASSEMBLY O SEE UMRATIONS OF USE PoR H Y BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHF.FT 19 11) IN ANY WAY TO SUR ANY INSTALLATION. 11111HT1T FLORIDA BUILDING CODE(Kon high Velocity Hurricane Zone ;��,`�4••.••��`/T7j�� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM { - 1i LTE;G A■ �� Accordion Shutter System *: H.V.BADE#1 W/OR W/0 RV W DOW BLADE �!*= American Shutter Systems EY.N DESCRIPTION DATE DPAWN BY: M.L. �!S A �F .•ate TIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 „ •(4\ 0355 N.W.36th.ST.St..30.5,VQi NA CARDENS,TLOROA 3316 4268 Westroads Drive x CSL.-`G`L ., Phane:(305)871-1530.Faz (305)871-1531 DRAWING No '�� ":••'�C��.{ a-mall:tiltaa®aal.aam West Palm Beach, FL 33407 3 I5-085 ENG�� waLT�e-Mau7r19.P.E. rrrrrrNll 1111%11` FLORIDA Uc. 44107 5 SHE P.E. SEAL10"A"TURE/DATE E 6 OF 20 POURED CONCRETE ANCHORS .spAaarx�+ IIfI ♦ ; uw.smrwz+Tlou ) CONCRETE (SEE SCHEDULE ON SHEET 13) - i TO cus.(s[>= 1 OR m�5 REQUIRED -4 11 w 9m ' I i y�' GLASS- _i i I'(sc=Ntmne of x EDGE OF -'11 FOR ORFS 1R A 2� i raN.smuimaN I ! SNo-1 il) 3 SW IFTO aAm APPUCABLE IXI TIINNGS� ~o_n snetTmi j i 9 PLTIRNATE i i' i i' i I I li i EXISTING - ANCHOR i GLASS LOCATION i i I I I 77�� ' #10x3/4"HEX WASHER HEADOR 13 OR 1$ - 3/6 uw. //TIXSCREWS a 12'O.C. i EDGE OF 3/6 UIN`. / CONCRETE ANCNOHS appLAB I LICABLE + ] (SEE SCHEDULE ON SHEET 13) E II iIf it EDGE OF EXISTING 'MOEII / SLAB IF a, GLASS SLAB.�F I I 1/2 7 EDGE OF APPLICABLE IOt s0=Arzalrn APPLICABLE .O. -SLAB IF _... ... POURED APPLICABLE FIAT HEAD CONCRETE ANCHORS ' TO CLAS POURED -_ CONCRETE �* REQUIRED CONCRETE (SEE SCHEDULE ON SHEET 14) --� It MR I PoURED REQUIRED FLAT HEAD CONCRETE ANCHORS atSHEET,96n 1 OR Q� CONCRETE It .TRENCH INSTALLATION I MrasOs® I REQUIRED D. D. (SEE SCHEDULE ON SHEEP th) VALID ONLY FOR UP TO 470, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t CDHV WALK—OVER INSTALLATION DESIGN GN PRESSURE RATING d FOR SPANS PER SCHEDULE 0 HV CEILING INSTALLATION EXISTINGuN. Nw.SPNN qN e___) SH iCONCRETE PNCHORS GLAss (�I Oj (SEE SCHEDULE GN i WI EU SHEET 15) 1/4"N I EXISTING i EXI511NG—j IXISTING _— GLASS uw sFmrAmn ro awss I GLASS--i .. FAQ RAPPER+/u�+oM Wim/ Maz•GLASSI D ' w U ro I 1 3/4'KN.EUBE WENT N 6- .l' i i FORUP106'_WSPANAND I4IRON -0P TO V-0''NNC�MPLYI 11/4' i1SFNN7(AT EY1Tl(FASTENER NFAD(1m.)Ts E NOTE tt oN s+�r 1I 1/2pxF1IX E. TR un6fA 3/5 MAX. _.. 3 ort 15 NN, i _iWEK sCR Eu5sFAtwT 1 8 12'O.C. i ' i :G>'. T..'..:`#74x3/4' HEX HEAD ss us TEK SCREWS®9'O.C. #14X3 4S.D.S. ; ;. .,,OR 1/4"0-20 S.S. M5. CONCRETE ANCHORS - _ _ 6 +� J/ / i i i 1 7/4 ''' l9NB 1/4b-20 NUTS SEE SCHEDULE ON 1 0.O.C. -- - Marr. •I 30 12'0.C. W/NUT®9'O.C. ( ';lSHEET 74) F L •_ r WALL EXISTING NON STRUCTLITIAL TRRA(OEGOT1a7NE _ 4___ 17 OR 18 1/2' 1' 17 R 18 ..1 M1..,2.OE"DMIN.l_ SILL)L SDGE IAB�F #14X3/4'F.H.S.D.S- • .MIN.':: >{ pOUgEp CONCRETE 1 7 B• 1 7/8" I APPLICABLE ®9'O.C. REWwm. CONCRETE ANCHORS SEE NOTE 13(b) CE NOTE 13(1 ) •D POURED CONCRETE- (SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 --- REQUIRED OR CONCRETE BLOCK REOUIRED TING INSTALLATION OPTIONAL POURED K HV WALL FLOOR INSTALLATION M WUM A.S.O.DESIGN PRMURL+64,-72 Pat CUNUREI _ © HV WALL WALK—OVER INSTALLATION REQUIRED uAXIMUN SMURETt$PHI a'-o' HV RAINGLIARD INS ALLATION t NOTE FOR COMBINATION OF SECT101il5. 4 THIS INSTALLATION SHALL DE E D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIETCA71ONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE UMffA110NS OF USE FOR ASSEMBLY OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W/ (P FIV BLADE 2-MOUNTING SECTIONS CAN t)E COMBINED N ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE lion Nigh Velocity Hurricane Zone A.!7( 0 2015 FASIFRN METAL SUPPLY, INC. BERTHA HVTM ��cElvsF -. A � � � !L E C® ��C ® ■ � ® Accordion Shutter System —; - KY. MADE g1 w/OR W/0 KV.WNMN MADE American Shutter Systems iEV.IV DESCRIFTWW DATE DRAWN BY. M.L. TIWT TESTING & ENGINEERING COMPANY a' TATE OF 6355 N.VR 36tl.St..Ste.345,NRG NN GARDENS.FLORIDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Pnona:(305)871-1530.Fax:(305)571-1531 4'L68 Westroods Drive 2 DRAWING No ( ;•: a-a,z:bTtrm0-4- West Palm Beach, FL 33407 3 EB-006719 15-085 AA DNAL AAS WALTER A.W-UT Jr.PP 4 P.E. SL%SI�'�1A�fURE/DATE FLORIDA Lc.0 44167 6 SHEET OF 20 SEE END WALL CON ECTIONAI ON SHEETS 10 18 SEE NOTES ON LOCKING RODS®,HV LOCKS @ ar EE OU I•� 90' IN /—EXISTING GLASS INSTALLATIONS W/ (-1 ) HV *AND ALTERNATE HV LOCK 0IXi BUDC SLICK DETAIL IM 5 VMDFOR SH FOR NL3. BLADE W HV CENTERMATES CQTTEiONATES APPUCA76N WITH BLADEQ7 0R SEE END WAIL CONNECTION ©-eZ OR — EXISRS NG GLASS —, I +O+©�©+O♦®� 2"xYhi/8'x0'-2' —- ---- r–——————————————————————t 3 1/4" 7' 81/2" 7° _._ .. .._ (6063-T8 ALLOY)ALUM. / © ® OPPOSING SYMMETRYCAL ANGLE W/(2)1/4'0 TAPCON 1/2- ANCHORS To CONCRETE I CENTERMATES (TOP/BOTioR)& ¢IOx3/4'S.M.S.® 1z- CENTERMATES MIN. SEPARATION (4)g1D:1/z sMs. o ruse i O.C.FULL iENCHr. W/ HV LOCK Or CLo) W/ HV LO— CK o To ctAss A7 EACH M7. f (TYP) Z * (SEE SCHEDULE 5 � �1 7 °' * 35* I N 3 ON SHEET 11) kj 6 5 0 °� � 3 i °^ 2" —.. OR ® ® HVB OUT ® � * HVC ... HVA ©°a®aa©+Ooa®oalQ+®oa POURED CONCRETE OR DUSTING GLASS CONCRETE BLOCK WALL +©w REOU ED '®°�`®°"®`©°� SYMMETRICAL * 6 6 ` 7 a MIN.SEPARATION IXIS7ING +O+© O+® cuss �EXISTIN CENTERMATES 6 IN ©+�B OR t©+®�®+©� TO GLASS 5 _J GLASS j * (SEF SCHmULE m W� HV LOCK 'Ln6 OPTIONAL ON SHEET 11 * (INTERIOR) ®•©oa O+®oa�+�$ ) MIN.SEPARATION ® � TO GLASS {S¢SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) -1- _—_—_ _—_—_ _ — — — OU I _ 1 CONC 1 ANCHORSS 0 VARIES 3 90' * O ® *�a ® OUT 6 1/2"MAX.SLACK OUT * (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Il�ll111111i1i11/J/!//� ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM 11LIEC C 0 UNC. Accordion Shutter System H v1 w/OR w/o KV. uaNDw+MADE American Shutter Systems REV.Nk DESCRIPTION DATE DRAWN Bv: N.L.*; _ TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �a•• STATE�F '�3: 8359 N.W.36th.St.,St.305.VIRGINIA GARDETS.FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No OM67uol.wm West Palm Beach, FL 33407 a ..... ®-0°06719 15-085 Q, OF ��Cj```�� WFFLLOR�TAAUe�44167 5 SHEET P.E. S'79AIJ�1�{yiCUl ' E/DATE G 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMAT S 8 & LOCKERS W 1 HV BLADE SEE END CONNECnON DETAILS ON SHEETS 10 & 16 INSTALLATION01 HV BLADE OUTIN �'� �GLASS SADE(DSLACK DETAIL HVF.INDICATED ON SHEET U. W/ HD CENTERMATES mOO 1m 8 m I ®m AS WELL AS UNIVERSAL FLOATING BLADE(S) "DO-HVD. 6 7 INDMITED ON THIS SHEET.WY DE nED WITH nus&TER SIR. NA IN'ST^ MON IXTVL Inc SHOWN IN TIRM SHEET. DMLS ON SHEETS 10 & B -T6 MLOD ALDY. (6063 ' i 35 35 AN = To 4or s/"- ♦ (oPnoNu) 4* (avnaNAL) L____AAAA_ ______________ ___—___—____-- - wiu6F O+as/a•su.s.o+2• _________________---__-- 3 R Tim ANUTE(YP, I oxc Rai LOJGRT. FIN (,)H,v. FIN (4)H.V. YR.gYNUTd 30 HV "T•• PINS(TYP.) T 3/4. �tts(TDI.) 5 3 LOCK (INSIDE) 1 " a sca +) 1 — --------- - — — — — — — 5 1 28 29 1 1 5 OUT 31 oa 3 3 31 DR 32 31 oR 32 35 31 OR 32 * LOCK 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (CPTTDNAL) SEE NOTE 6 FOR FN ®• * W/ 7/8"0 x 3/32" WINGNUT. (oPnoNnL)HDB-HVB OUT HD -HVC r 0 LOCK, ON SHEET s. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD TES HV "T" LOCK (OUTSIDE) ® W/ Cid LOCK (INTERIOR) .T. W/(_� LOCK {EXTERIOR) 1 SERIES D414 ALARGE.I HVCi* LARGE (2024-T�nliDT� FLANGE THIN 6•,(7�m�8 10 SHEET NUTSE33Tr,PMT 1 GE NM&' 1D'm®°4©`+1J•'©'®m AS MANUFACRED BY CHERRY .. TDDORN.PMSPPENY,NEW JERSEY ©.]�a©m©aOa®m D7034 OR EUIIPL SEE Nm6 ON LOU—Rom®e Nu®Incas on srtxT o lJ (D '!"M unNTlisw RacnNG Hw m is VAUD FOR Nl CFNIF3a'At-."AI'MNl1+Of0 frtn fiI.Y.EQ HDD—HVD** FLOATING STACK Flu FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone .N.T. /ri/�i/ �2015 EASTERN METAL SUPPLY,INC. �Qr`L\GENs� p BERTHA HVTM /716 EC® iNC. A„S.S, . Accordion Shutter System RV. BADE#t w/OR w/o H.v vnNoaw RADE American Shutter Systems REV.X. DESCPoPTT6N DATE DRAWN BY-. M.L TILUT TESTING & ENGINEERING COMPANY STATE OF :2� Association, Inc. T OLD 11-192 4111/15 DATE 4/Ts/1s •-. (4 6359 N.W.36ft SL.71 153 VIA F, GARDENS.FLORIDA153 337 PnrN::(3o�e7,-,Sao.FETA:(aw)az,-,P.31 4268 Westroads Drive z DRAWING No V,It- West Palm Beach, FL 33407 s ss� E��o�•� Ee00 067,9 15-085 fipft,QIVAL 111A1P WALTEnARDA U.. Jr. s SHEET P.E. SE1�LJ�e ATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE OURFD CONCRETE POURED rANCRETF OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL.REQUIRED BIACK WALL REQUIRED J REQUIRED BLOCK WALL REQUIRED J EXISTING GLASS / EXISTING GLASS CONCRETE ANCHO EXI^TiNG C1AS" t/ ——r— EXISTING GLASS ®ts'O.C. __ _ T JJJ 2"MIN FOR 2'MIN. � �J ;AN.SEPARATION r -S T TO GLASS SEE 1 MIN.5EPARATION SCS ON(SHEET MIN.�PN+A'1°N I LTN.SEPARATION To SHEET TSCdiFtlLlE ON(SHEET i/I B"x3"MAX. T1 MR SEE ON SHEET 9 F©ORR 115 AIR EHA^Z ,ElAND TO GLASS(� I I S HEDU E ONNSEE TO GLASS(SHEET 11 -FOULE (6063-T6)COM.�� DIMESQ&® -- ON SHEET 19 FOR 1/2• i�MR 9�BL 1EOAND ON SHEET 19 FOR ALUM.CLOSER FLrrOi-I�FRESIAF r3aDES PLATE. (LOCATE 1/z ` j D-AD60&0 �7- OInOEs OHO) AT EITHER SIDE MIN. 1 -•-- - 1/2'MIN. OF I 4.USE 1'OR 2'MAX. ._.. 1°x1/2"S.M.S. I _—_—_ (AS APPUCABLE)x2"x1/8'x0'-z' - �lOxi/2'S.M.S� a 16'O.C. ALUMINUM CLIP ANGLE ®16"O.C. ----- Pk—t(j)0 --- 4 (6063-T6 ALLOY)AT MIDHEIGHT (+) #10x1/2'S.M.S.TO�4& w — - (2)1/4"0 TAPCONS ANCHORS TO rJ I SEE DETAIL X FO WALL AT 1"O.C. (LOCATE AT SIDE CONNECTION i OR ® OTHER SIDE OF®) i Oil �10R ®� SEE DETAIL X FOR TO TRACKS SIDE CONNECTION ®"8 SEE DETAIL X TO 4 �O�® °•®" SIDE CONNECTKNI ®@®"©•Op1®"'LJ•®" ®a 6 pw 8 10•®"' TO TRACKS Sd' ®"' 10m®°A�•�©•©`" TO TRACKS �•��'�®'��^ ®'®a©•®a0•©� a sal ®•® ©•®�O ®m END CONNECTION DETAIL 1� END CONNECTION DETAIL 42 END CONNECTION DETAIL 03 ND CONNECTION DETAIL b REQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED —___Zi 1 , 2 S.M. MIN' SEPARATION 0 ToGLtSS SEE N9N SEPARA70NSCHEDUU i EE ON HEEr QAND CONCRETE 1/2"MIN. TO CLASS(�ON CN SHEET 19 FOR ANCHOR® - 1 EDIME(D _i. ------- RL _____ Q 0R©OR�OR� FCONCRETTE BIMFs 0&Q� 12'O.C. 5 e�T 9 FOR 4 ----- - oR 1© OR EQ 6' 1 2 MIN..C. 4 _I[�1 IN. L — --- -! EQ - --- yh TOR®OR�OR 2"MIN. 2'MIN. ♦SEE LIMITATIONS OF USE FOR EW DUDE 1A ON SHEET 19 QORQDR�OR(gOR� VI : — �(5 1 OR ®' PLAN DETAIL X POURED CONCRETE OR ®m©•Om© 10•®w END INSTALLATION CONCRETE BLOCK WALL 10•®°'®•�©•®" REQUIRED '°�®�©•®"®•®m ©2�•O•®�©�•�O•®� (10 HV BLADE OR IA HV WINDOW BLADE INTO ®.®a®.®mp.®a ®.®w®.®�®•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q O ®�� ®��®°� END CONNECTION DETAIL© wpm FLORIDA BUILDING CODE Non High Velocity Hurricane Zone P.TI(l� i,, ®2015 EASTERN METAL SUPPLY,IN(,.. BERTHA HVTM �` �' .� Accordion Shutter System ■ ■ ■ ■ H.V.BADE#1 W/OR W/O H.V. W NDON MADE American Shutter Systems No 1NSCRIPTIDN DATE DRAWN BY: M.L TILUT TESTING & ENGINEERING COMPANY STATE OF :�' 6155 N.W.36N.9.,Ste.30S,w+dNIA DNMEN5.FLOMA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)87+-1530.Fox:(305)871-1531 4268 Westroads Drive 2 e ., OR10 : a-mal:1IIleco6Deol.mm West Palm Beach, FL 33407 3 DRAWING No FP.E. ``o EB-°0067,9 415-085 WALTER A TWJr Jr.P.E.R.ORIDA U..#44167 5 SHEET SSCr9�'1LfURE/DATE I 6 10 OF 20 SCHEDULE #1 SCHEDULE �2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN'S "L+" AXIMUM SHUTTER SPAN*"L+" * NOTES: (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-" ft. FOR INSTALLATION LEGEND CENTERMATES.® &®or or ( ) R "L FrRI AI rFNTERMS INSTALLATIONS W/ O W CONCRETE & WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK @ or ®or�or ® MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS 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® OR W/ NO LOCKING WALL A, B. C, D, E, M, N, 0, P. 0, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING ROOS @ TOP & (SEE NOTES t,1t) ODS MOUNTING F, K & L R, S. & V. BOTTOM SEE NOTES ,tF (VALID FOR MOUNTINGQ (2) PROCEDURE ( DETERMINE MAXIMUM SPAN FOR /� SHEET 7) FLOOR/CEILING G, H. I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: UWACONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M n.sn oFsw aso -IN ONS a K01—n INSTNCRETES GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+`FROM SCHEDULE. RATRC TIDING & RAI NG FiooR/count uoulcnNc GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING (' (ps. D 1.) T, OR FLOOR/ UNG MOUNTING (P'`') (+az-) FLOOR au.uouNnnc DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (ft) L-(f) L+ (0 L-(R) L+ L-(1t) L+ (6) L-(R) 0 MAXIMUM SHUTTER SPAN 1+'OR "L FOR 30 OR LES 16'-0" 16'-0' 1b'-0" 16'-0" 30 16' 0° i6'-0" 30 i6'-0" 76'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAM BETWEEN "L+"AND "L-'. 35 14' _-10' 14'-IO' 15'-2" 16'-0" 35__ t4'-1o' 14'-10" 35 15-2" ,b'-10" 40 13'-70' 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" I3'-1" 13'-4° 14'-3° 45 13-7' 13'-1" 45 13'-4" 14'-3' 'r HV CORNER CEMERMATE(f3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 lY'-5' 12'-5" 12'-B" 13'-7' 50 12'-5" 12'-5° so 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEJUNG MOUNTINGS: 55 11'-10' 11'-10" 12'-i' 12'-11' 55 I1'-10" 11'-10" 55 11'-i' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4" 11'-4" 1V-7" 12'-4" 60 11-4' 11'-4` 60 f0'-2" 10'-11" NOTE$5, SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11' 65 10'-10' t0'-10" 659'-5" 10'-1" DETERMINE:, L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9` 11'-5" 70 10'-6' 707-6' 70 8'-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1" 75 10'-1" 10'-t" 75 - W-9" t rEXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 W-10" 0'-10' 10'-0" 10'-9" 80 9'-10' 9'-10' "L-"AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9" 10'-5' 85 9'-6° W-6` INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 _9'-3" 9'-3" 9'-5` 10'-1' 90 9'-3• 9'-3" SHALL BE LIMITED AS FOLLOW, DETERMINE: 95 97-0" 8'-9' 9'-2' 9'-10" 95 W-0' W-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lr_= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. - LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE L2-= MAX_SPAN FOR R.00R/CEIUNG MOUNTING 100 8'-9" 8'-4' 9'-0' 9'--7' 100 8'-9' 8'-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-T 7'-11" 8'-9' 9'-4" 105 6'-70T-t Y 1 t0 B'-4" 7'-7" 8'-7' 9'-2' 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 e•-2- ''-3 88-4° a•-"" 115 e'-2" ''-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LI+","L21 'L1- AND'Lz- 120 8'-0" 6'-11' W-2" 8'-9" 120 8'-0" 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-10" 6'-a. 8'-O" t1'-5- 125 7'-10' W-6' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10" 8'-1' 130 7'-8" W-5. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-S' 7'-9" 135 7'-7- W-2' WIND ZONE MINIMUM SPACING. 140 7'-5' 5'-11" 7'-7" 7'-6" 140 7'-5• 5'-11" ASTM E-1996 SEPARATION 145 T-3" 5'-9" 7'-5" 7'-3' 145 7'-r s-9" TO GLASS 150 7'-2" 5-7" 7'-4' 7'-0' 150 7'-2" 5-7' 155 T-0" 5'-5" 7'-0 6'-9' 155 7'-0" 5'-5" 1 THRU 3 1" 160 8'-11' 5'-2° 7'-1" 6'-7' 160 6'-11 V-2- 165 W-10• 5'-1" 7'-0' -f0° 170 6'-9" 4'-11" W-11" 6'-2" 170 6'-9" 4.-11' 175 W-7" 4'-9° a-9" 8-0" 175 W-7• 180 6'-6" 4'-8' W-8" 5'-10" 160 6'-6" 4'-8' O H V B LA D E 185 6'-5' 4'-6' 6'-7" 5'-8" 185 6'-5' 4'-8' 190 6'-4" 4'-5' 6'-8' S'-6" 190 W-4" V-5" 195 6'-3" 4'-3" 6'-5" 5'-5' 195 6•-3" 4'-3" -3" 200 6'-2' 4'-2' 205 6'-1" 4'-1" 6'-3' 1 5--l-I 205 a'-r d•-r- FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. a"""11t111j„ BERTHA HVTM M' c 61.. A,,S.S.A® Accordion Shutter System FEV.RADE#1 W/OR W/O H.V. WINDOW(LADE i TILLIT TESTING br ENGINEERING COMPANY American Shuffer Sys18TS EV. DESCRIP7I011 DATE DRAWN BY:MACLY.LG. TT GUS N.W.36tM1.St,Ste.309,NRGUdA GNtGENS,F7AR➢A JJl AssociatIOO, Inc. 1 OL i t-192 4 13 15 DA,E 4/13/15 4266 Westroads Drive 2 Phone:(305)871-1530.Fan (305)871-1531 DRAWING No R4 a—mo0: 00067aof.aom West Palm Beach, FL 33407 s G - ®-ODD6719 15-085 WALTE1t A.MWT Jr.P.E. 4 �S FLORIDA Lx.y 44167 5 SHEET OE/DATE 6 11 OF 20 u :. .•: T . t .�.a. .: 1 at 111x: s . .: � :tl{ iR:± :It :..1 .I::;rs]1.1. .:• clll 11• .: h�t :��ll •: N�.:al &6J.Lei 14:B , .qt,l ••at • •� . :m •..:carat • 1 ODD® OmOOmM®©gym®m�Qilmffn�mmml • , LPmmmon oo mmm on mmvovvo 0�xmoovo�am mQoovm o oAoam ®®m�o�oommm��v�c��®mQovoo�mmni�B��a0000Pn��oonno ---=MMM"U=nmmmovoo mmmonl0006lmm1000L�p®mm000000nQnoo>vo MMM"H=U=Mmnm OmiZlmaOmmiaO • C�Op mm000000®m®m000®O ®®mmnoovoonoonoQo iowO"Ummmmmnn R"wmm0000 ®®�®000OAppO0pO0m0 0®m0000L7iamii]ODO Dinm0000[I•Q DDDDOp�7000pp® MMmmOOO��®�eego®mmm000voM®monvoo11111111mmv000an mm000 : a . 11133 �0MM1;Xwmm000mommm�annv©ommo ©pp0000i®m m0000ifmmm00O0®mm00t70QDm®mO" mm000mpOOQ�OOmmO i�lmm D®©Ommm000®lOfamp0i7000m®m®OOpOmmmmm©0000Qmmm®o m Eap mmma00mOmm0E70000mmm000pOmm000pOp000O170C�® m�N."©o�mmmoonoommmravv®mmmm©mppommmo®v�®BB��i a: mnn©ppiDm@OOQDolnmm000i�mmmmA©epommmsvom mmm©0000mmmnomvom on mompppommos�®pppoflommo©o ON mmaaovvoommmoomvo ��v ��8�m00mpp�7 0mm000pp mm0o00p mmmm mm mmmOt�ppp OOpom©®o mom�po:mmmnnopommmvonvpmmmoeppemmmmop0000noo©oe 0m0Q®©oOmmm00mpOmmm1100ppm111111111Mp0ppomMM11" pooDOD®m®OO mmmnmpe�g�®��8E�immoo®vow®m©o�oom®mvoo0000noMv©o mmmm©p � mmmoQppo®mm000p mmwonooemmmpppopmmm®m4aooQomomoe' mmmmmppommm©®ppommmvvopo®moe� opo®mmaopppnnm000po mm mnpoo mmo®000mmmvoppmm opommmomopp00000mo© �mm emvmppommmnmp000m mMMMpp ®mnpoponn®o©opa iamm mp0op mmm0poppmm©MMp00p0®®mpmpoop pQom®000 mm<m0©poo iDmmO®ppQia®mOOppO Wm0p0000ID0®pOpOo DOm®®000 mmm©mpop mmOQ®ppO mm�Dop�®®�Do00pO mmQ7®OpMM M"Mm"mmo ' ®m©OpOppfamm0©pOp�m • D0p ©ppppom�pIn OOpm®moo ®m0®©OpCi®mm0©ppp. mm00ppOREMISSopO6ttiilm00 ppppmo©po0 ®mmoppoeammm000pommmppppomooppppo�o©oaoQ��B��B®� mop0000mmmpopooinmm pppomm©povoommu�ppop ' mmim000000mmm00000®��0�®8®�mmpopoppmmoppopp000vo©oo mmmppelpemmmppopom mmpeppepmmoppeponoommpeo mm®oopopmmmQpppommmpppppmoQppppomo©Qpop oomm©oop mm®Q0000mmm000po,J�mm�• oopoomm000000mmmoQ�®��o�mnoQo mm©pp000mmooppo m • pppopmmppopppmmopp mm©pOppOmmmoppp mm OppoOmmppppppfl�lmmOppppopp©o0ppo0 mmp00000mmQplvppomm0000poompppppovmp000000mm®© o mmpppopommpp0000mmooppopmmopoopp0m000pp000000mpo mm0000pomm0000pomm0000pommQppoo Qop0000mQoo � � • : •• � mmppoppomm0000ppmmppppppmvppppp��®®�ipponommpoao MH®vo0od010H�moopppppo�modpp Imopppppmvpponp m0000Q�HWHOM®® m®p00000 mm000ne "mmmmm DOOOpo��OOopppp pQ©pop00 mmpoo0pp0 mpppp ��pppOQpC�®QQQOpp mm®©opOo MIMMM maoowod00000000pp opoA©oovovoovovvo ppp oo m0000. OOpppppo0ppppppO�ppMMMM mppppOpOmOpOp�O��m�oOOOo �00000vo�ovovpoo�o�o®®®B�0000000�oodovoonnnm0000 ��i�oovoome0000000ov000vom0000000�nvv0000QomoS000 1•: i �: BERTH l l Accordion Shutter • American Shutter SystemsAssociation, Inc. • 1 Drive D-mail:UK..0-1—m West Palm Beach, FL 33407 I 0-Q♦ t 1• � � MAXIMUM ANCHOR* SPACING (*n.) SCHEDULE FOR A GWEN MAX. SHITTIER SPAN. 4SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS 4 G A H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: FARM MDOK F°OIIP✓fD CONCRETE (A) TO EXISDNG POURED CONCRETE:(Min.f'.-3 ksf) umma OE WALL SILL MOUNTING ©COLING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Arm.rc=3 1sT) SAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.fe=3 ksi) (N) ➢.DEEM NEGONE MC35 8 RATING D.OEM fimm PATINE(pd) D.DESIM NECANE WiF�FA721G - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c-2 kai) 30 40 60 75 90 120 160 205 30 40 60 75 90 12D 760 205 30 40 60 75 90 720 160 205 TAPCON OR - 7/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 B 6 &S 14 12 10 B 8 8 6 6 14 72 10 9 8 8 g g TAPCON WITH ADVANCED COMPANY OR NNl'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. THREADFORM TECHNOLOGY (Min.re-3 k9i) ib 12 10 9 B B 6 6 14 t2 10 9 8 0 6 6 14 12 10 9 B B 6 6 ALL POINTS SOLID-SET DR LM 14 12 10 9 8 B a 6 14 12 10 v a 0 6 8 14 12 10 9 B e_ 8 5 /4 12 10 B 8 B 8 7 14 12 10 B e B 6 8 14 72 /0 D 8 8 6 8 BLUE TAP'W/CAP NOTES: 14 12 10 9 8 7 55 35 14 12 ID, 9 8 8 6 6 14 12 10 9 d 8 6 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-D' 14 12 10 9 8 8 0 G 14 12 1/0 B 0 B C G 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4 14 12 110 9 8 8 6 4.5 14 12 10 9 8 6 4 3S A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'WTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 b 45 14 72 t0 9 B B 6 s.5 74 12 10 e 8 8 6 45 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 14 12 t0 s 75 SS 3.5 - 14 12 10 a 8 8 6 5 14 12 10 B e 7 SS 4 •s- ATxx15 OF USE FDO f"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 &5 14 12 10 9 8 8 6 4.5 eIADE O+� T Iv 5'-U' 14 12 10 9 8 7 4 - 14 12 10 9 0 6S 5 3.5 14 12 10 8 65 5 39 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E)OSONG WALL OR FLOOR 14 12 10 B 8 73 4:5 - 14 12110 9 B B 6 45 14 12 10 9 B 6 a5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WNL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 19.517.5 65 45 - - 14 12 10 9 8 7.5 55 4 14 1'2 10 9 0 6 45 3S NOTES At)&AZ)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6-0" 14 12 10 9 5 0 G - 14 12 10 9 8 B 6 8 14 12 10 9 8 65 -5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHE Er 20. L4_ 12 10 9 75 55 3 - 14 12 10 &5 7 SS 4 3 14 12 B 8.5 SS 4 3 14 12 10 8 b a - 14 12 10 9 8 8S 5 3.75 14 12 10 05 B 5 4 (B) TO EXISTING CONCRETE BIDCIC(OSTIA C-90) ' 14 72 8 " u 3 - 14 12 10 9 B BS 45 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 13Y LT_W.BUILDOL. �,-0" 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 1D 9 75 55 4 3 - 1/4'0 x-3/4'ALL POWTS SOLID-SET'ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12 to 0 OS 4 - - 14 t2 9 7S 6 as 3.5 - to GS 7 55 4.5 3S - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1 12 10 85 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 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 75 55 4 - 14 72 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENbOR REGISTERED WRF±THE AMERICAN SHUTTER SYSTEMS ASSCCIA7TON,INC. 8.-0" 14 12 10 B 8 8.5 - - 14 t2 10 0 8 6 4 - 14 12 10 B 6.5 6 3.5 - NOTES: 14 12 8.5 7 55 3 - - 14 12 8 6.5 55 4 3 - 25 BS 6 5 4 3 - - B.1)MINIMUM EmsEDwENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON l4 12 9.5 75 8 - - 14 12 9.S B e5 9 - - 14 12 B 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 35 - - 14 12 10 S 6.5 5 - 14 12 B &5 5 4 14 12 10 9 a - - - 14 12 10 9 75 45 - - 14 12 8.5 7 5.5 4 - 9•-D" 14 17,5 7.s 6 4 - - 1411 7 55 5 3.5 - - 11 B 5.6 45 3.5 - 8.7.}MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE F7NIT17F1Y f]N6LDDFD INTO THE CONCRETE BLOCK NO 14 12 8 65 45 - - 1a 17. 85 7 &5 6 - td 105 7 SS 6 a5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SFW1 BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. LI'51 85 55 4 - 14 12 9 7 8 4.5 - - 14 11 7 5.3 45 3.5 - 10'-0' 14 12 107.5 - - - 14 12 10 e'6.5 5 - - 14 12 6 6 9.3)IN CASE THAT PRECASF STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3.5 - - f3 95 6.5 7S 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SMALL BE AS INDICATED ON 14 11 7.5 55 - - - - 14 11.5 v 6 5 4 12S LS 5 4 4 - - NOTES B.7)&6.2)ABOVE.FOR INSTALLA71ONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 6S 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 11,-0" 14 12 10 - - - - - 14 12 9 7 6 4.5 - 14 105 7 55 45 3,5 - - 25 95 6 - 12 0 a 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 10.5 7 A5 45 - - - 1S a5 55 4.5 0.75.- - - 9S 7 4.5 - - 14 11.5 75 B S - - 12 9 B 4.51 4 1- I_ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDI VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - - 14 12 8 8S 55 - - - 13 lD 65 5 1 4 1- - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 db 4.5 - - - - - 11 I a 15.5 4 35 - - - 8 6 4 3 1- - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 6 - 13 19-516.5 5 i OS a 5 4 ErY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.51 7 &5 4.5 - 11 &S 55 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 0. 12 - - - - - - 14 112117.5 6 5 - - - 12 9 6 43 4 - - - - FACTOR 05 e - - - - - - 10 75 s 4 3 - - - 7s s.s a 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ u&5 - - - - - - 12 s 6 4.s a - - - 95 7 s a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 0 - - - - - - 13 9.5 85 5 - - - - D5 75 5 4 - - - 1 HV BLADE 0 DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - 14 105 7 5.5 - - - 11 8.5 5.5 aS - - - E.D. MIN.SPACING=3' MIN.SPACING-3" MIN.SPACING-3 1/2' MIN,SPACING =3' 3 3/4' 4' 10 75 - - 7 45 3.5 - - - - 7 5 3.5 3 _ _ _ _ T HV BLADE W POURED CONCRETE& POURED OOIOVE oxaa+ETe EIIDO( POURED CONCRETE d, POURED CONCRETE k POS GGNCFUE cnr�ETE am I15 e - - - - - - 11 B 55 LS - - - - 9 65 45 - - - - - CONCRETE BLOCIf M71 ED.=3 1/2'MFL EO"2 1 Y CONCRETE BLOCK CONCRETE BLOCK MH.ED.=3 1 MN FLL=2 1/Y 7_g _ _ _ _ _ _ _ 12 B 6 - - - - - BS 7 ±,_s HV WINDOW MN ED=3' A MRL ED.=3 1 M i ED.BL 14 - - - - - - - 2.5 10 6: - - - - - 05 8 s - - - - BLADE WORKING 3" 1.0 0.90 1.0 0.78 1.D 0.64 1.0 t5'-0' 9 _ _ _ _ _ _ _ 8S 65 4 - - - - - 6.5 6 3 - 2 1/2" - 0.81 1.0 - - 0.67 t.0 10 - - 0.5 a 5 - - 95 6 4 - - - - _ IN UNISON ♦ 2" 0.71 - 051 - 7 _ _ _ _ 7._7 9 910.41 1 3/4" - 0.91 - - .._-.- 0.43 - 14 - - - - - 2.5 9.5 10 7 s - - - - 16'-0" 0,35 0.35 OS - - - - - - - 9.6 7 5 - - - - - 8 6 4 - - - - - _ FLORIDA BUILDING CODE(Flop High Velocity Hurricane Zone O 2015 EASIIRN METAL SUPPLY,INC. s '9 BERTHA HVTM �ENSF y �� E C® iNc Accordion Shutter System _ = ® ® ® FEV.BLADE '1 W/OR W/O RV. WINDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: NL. • L O`C •t); TILLiT TESTING & ENGINEERING COMPANY i ••'._ STATE� 61N.W.36tR SE,St.3R9,KtG1Nl6 GY901]US,i19R10A.+Jl Ph-:( Association, Inc. t OLD 11-192 4/13/15 DAM- 4/13/15 F V 305)d7f-1530.Fax:(305)877-1531 4268 Westroads Drive 2 DRAWING No D F['•r'•�T R ,-mv11:tilt- aa.w West Palm Beach, FL 33407 s ` WALTER A�OLN1slr.P.E . 15-085 ES-P.Er�'gtkL I��IATURE/DATE FLORIDA L ff 44167 s SHEET 6 13 OF 20 C N N O oL.00 N Z p ti uL-J^ N � N o M �o w a z F. t2 J LU n Z c_] Y O c� z _ o� o wr o ti +:n �z o =ZM owa� W ¢ ■ E o o � of 0.Q + F� aazt o m dM z N_r �j c�w �Zii o AV CM 7 a �i�y pN�� Q L ■ V) CO� a¢ o z m Inwz Lo ww m 1-OO d .�• No Jow C 0 0 V V� J v J ■�;�. 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DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANGHOR SPACING (10.) SCHEDULE FOR A GNEN MAX SHUTTER SPAN_ NE__G_ATIVE_ AS__D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPF ' (SEE MOUNTINGS ON SHEETS 16&17). U B !EE3Tf=:ZZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORT14 SPRUCE PINE FIR SOUTH Sou HEN PINE Ne. SPRUCE PINE SPRUCE INE 1/2" MIN. CDX DOUGLASNFIR W/5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=O.43 W/ MIN. G=0.36 PLYWOOD MIN.G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 Nawuur SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WAIL 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. 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EACH SECTION ON SHEETS16&17. -SPRUCE PINE FIR NORTH W/C-0.43(NAS) EXCE7'DoN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(ND.S.) 2 ANCHORS TO HOLLOW CE7lINC SHALL 13E AS PER MOUNTING T'PE U,SHEET 17 AND SHALL CONSIST OF -MIN.1/2"CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS 4.ANCHORS SW,LL BE INSTAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(lion Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. 11111111111/l/A BERTHA HVTM if ,,�, 1� �p� �■�■�■ Accordion Shutter System .. Am®r■n Shutter Systems H.V.RADE#1 W/OR W/0 KV.NIMM WDE TILLIT TESTING & ENGINEERING COMPANY DESORIImoN BATE DRAWN BY, ILL &'S5 N.W.3611..St.,Ste.365,N NIA Gk DENS.I4ORIDA 331 Assoclatlon. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �� •,^�(' Pho :(305)877-133D.F..:(303)B71-1537 4268 Westroads Drive z DRAWING No -.1:tilt...a-T.-m West Palm Beach, FL 33407 3 * ST EOF _ = WAL7ER A.RLLTT1!r P.E. �rJ-O85 4 �� FLORIDA l a.{447x7 s SHEET 61 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I(lA HV,® BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 9 ONLY SHALL WALL FINISH BE LIMITED TO 105 s . A.S.D. DESIGN G SEE SHEET 19 FOR MAX SPAN & 1/4'9 TAPCON Oft .S.D DESIGN PRESSURE RATINQ FOR INSTALLATION WITH BLADE i & WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR w/ 1 1J2'Min.PENETRATION4 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO / W/1 1/2"Min. PENETRATION OF THREADED AREA TO EX1511NG I MM SBMTION EXISTING WOOD HFADER_ WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I C�55( ) OR Q (SEE SCHIDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE ';afDLUE ON SHEET �O1 18 SCR 715 W/1/4"-20 NUNS 1—11 FOR DARE OM6 ® 12'O.C. 1 ON SFEET 19 WA f I 1 / 1'Min' EXISTING 1 BLADES O&& 1 1 I a GLASS-4 z wnu xs i —.OR 5 n � FINI91 ( .IIOPTIONAL -WAIL I i EXIS TING MIN. I I FINISH I G oR 2"x4"WOOD i ♦ '_..'E%ISf1NG MIN. ,•. I HEADER REQUIRED \I � --TOR(R* I 2"z4'WOOD I ``T tf"4 TAPCON OR TAPCON WITH ADVANCED 0 HEADER REQUIRED I.;' IHREADFORM TECHNOLOGY W/1 1/2' IXISRNG 1 py1.I, EE i I I I Gtass To UNSS I 1 Lin. PENETRATION OF THREADED AREA TO (SEE I I I SI3fDUI.E ON 9 LIN.SEPARATION TO GLASS EXISTING NG WOOD HEADER. SHE. 4_11 FOR BLADE 40 EXISTING II— (SEF.SCHEDULE ON SHEET 11) {SEE SCiEDULE ON SHEEP 15) CN 516E 19 FOR GLASS-1 I I BLADES O&(D I SILL PLATE REQ'D. ON HV WALL HEADER INSTALLATION CO V WALL SILL INSTALLATION (M)HV WALL HEADER INSTALLATION ' II II IXISRNG - ' MIN.SEPARATION TO GLASS 1 I MIN.SEPARATION TO GLASS r 1 GLASS---I ExisnNG (SEE SCHmULE ON SHEET 11) I ) IXISRNG (SEE SCHEDULE ON$HEEL 11) I 1 z MIN.SEPARATION TO GLASS I 1 2'x4"CONT-1(SEE SCHEDULE ON SHEET 11) I I GLASS- I I ,. GLASS—I I T I WOOD PLATE 11] 1 - I A I REO'D. I 1/4'0-20x3/4"5.5. I \ 1/4'0-20x3/4"S.S. I I I I c MACHINE SCRfTYs W/ MACHINE SCNcWs I U51NG 1/4'-20 NtTIS D.C.— WALL I 1/4'-20 NUTS® 12' I Ir 0 8 12" c FINISH I I I O.C. Y« I OR® OR 2"x4'CONT. WOOD PLATE REOb. _ 1, -, Min. 1 Min. ( �\ ^ \ l 1/4•'0 TAPCON OR TAPCON WITH ADVANCED \I THREADFORM TECHNOLOGY W/1 1/2' vv 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO `1 1/4'9 TAPCON OR TAF'CON Y/ITFI ADVANCED SILL PLATE IX5TING WOOD HEADER. I1 �1 1j4"0 TAPCON OR 1-SE: REQ'D. - ```1 1l THREADFORM TECHNOLOGY W/1/2' (SFE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEEP 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' 1/2' IN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH LYING REQ'O. W/1/2�Min.PENETfiAT10N OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOOD REO'0. STUDS W 16'O.C.MAX. WAIL.FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN.2•x4'STUDS®16'O.C.MAX.REQ'D. ATTACHED TO SUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORO/WCE ACCORDANCE WITH WITH SECTION 23AT OF THE F.e.0 SECTION 2308 OF THE OO HV WALL SILL INSTALLATION SEF UMJ(A710NS OF U OF P HV WALL SILL INSTALLATION F.B.C. BLADE ON sHEEr,s FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HV. y'� 11L ECO 1■C. A■S■S■A■ Accordion Shutter System KV. MADE#1 W/CR W/O KV. WINDOH RX E !� ; c American Shutter Systems Fv_ DESCRIPTION DATE DRAWN W. M.L. TTLLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 UATE: 4/13 15 6355 N.W.36th St.Ste.30.5,MRMLA OWDERS,FLORIDA 331 / Phone:(30)871-1530.Foa:(305)871-15314268 Westroads Drive z 't a-nos Liltacot0ool.com West Palm Beach, FL 33407 3 DRAWING No .e ��ORIDP, Es-OOo67*19 a 15-085 �° n r�C` WALTER A Ti J�.P.E [- „J � aV oA� FiDR{DA Ue.8 44167 s SHEET u1u INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR J) HV & 16 HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME C)ONLY SHALLBE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 9 FOR MAX WAIL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE(l & Ik WORKING IN UNISON 1/4"0 TAPCON OR 1. Q EQ --_2'MIN. �E(IF APPLICABLE) 1r^" TAPCON WITH ADVANCED 4'x8"(Min.) EXISTING T THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2'Min.PENETRATION 1 4'0-20x3 4'S.S. OF OKN STRUCTURAL ADEQUACY / - OF THREADED AREA TO / / OF BELE G WOOD BEAM T`// EXISTING WOOD HEADER. 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING- s' \(SEE SCHEDULE ON SHECT 15) Min. MACHINE SCREWS REGISTERED ENGINEER OR EO __ TRUSS OOTID W/ t/4"-20 NUTS ARCHITECT PRIOR TO RAFTER-a- 24' t 9 E ® 12"0.0. SHUTTER INSTALLATION. 1/2 1/2" O.C.REQUIRED 1 1/4'0 TAPCON OR LJ 1 TAPCON WITH ADVANCED EXISTING�TM N .257" THREADFORM TECHNOLOGY / L Max. W/ t 1/2"Min.PENETRATION11 OF THREA71E0 AREA TO EQ Q 5 M /4" E Q (6063-T6eALLOY)�ALUM. M.NBE PTIONAL EXISTING WOOD HEADER. ®6'o.c. I (3)5l16'0 TAG scREws to (SFE SCHEDULE ON SHEET 15) or 1© or 15 I 1 or 1©or @ EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT EXISTING MIN 2"xb' 1 I i MIDWIDTH OF EXISTING WOOD IXIAASS HEADER REO'D I I WIDTH) (2'Min. NOMINAL GLASS II MIN.SEPARATION TO GLASS 1 OPEN HOLE A7 EACH WIDTH) TI 2'Min. (SFE SCHEOUI F.ON SHEET t t) EXISTING I 1 "d TO ACCEPT PENETRATION O THREADED GLASS-- 5/76'0 LAG SCREW I AREA.VAIN FOR I AT CENTER OF NBE I INSTALLATIONS WITH 72psf I I I MAX.A.S.D. DESIGN LOAD AND IMM j. EXISTING NN SEPMMK1KNi 9•-0"MAX. SPAY.THIS OS HV WALL HEADER INSTALLATION I�'°„�ON� GLASS To To cv S tSEE INsruunDN IS ONLY VAUD 11 FOR BLADE 0AND r- ♦ -F aM sir I FOR WOOD W/MIN.SPECIFIC ON SHEET 19 FOR I OR ® 11 ON 21137jE GRAVITY OF 0.50 AS DOUGLAS fLg7L5i BLACESOA® DLsaSQe® I ♦ FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHURII7 ASSEMBLY (DNT A_ _ GR ® OR EQUAL 2-MOUNDNO SECTIONS CAN BE COMBINED T HY CEILING INSTALLATION U H CEILING INSTALLATION IN My WAY TO SUR ANY INSTALLATION. d I AD aASS(SE I ---0OR®♦ MIN 1 I MIN. SEPARATION TO GLASS -I SQmAE ON s SEPARATION 1 No 1 11 FOR B!"(DAND 1 �- (SEE SCHEDULE ON SHEET 11) DCGI LLA ON sMET.r fa BTR sTE s ED LE I I EXISTING -' ) \ 51PL6(Da� I \ ION SHEET 11) WALL I I I ANCHOR �I 8 I I \ I EXISTING FINISH I I 1 4" O I LOCATION 3/15'MUL 7 #10z3/4"HEY { I I I 2'z6'MIN.WOOD M M 6 + 3/ YIN. WASHER HEAD TBC I DECK REQUIRED YaOR 2'x6"MIN.WOOD SCREWS 0 12"ox (NO FINISH DECK REQUIRED(NO _ ALLOWED) FINISH ALLOWED) E 19 EDGE OF OEClC �2. EUCE OF DECK Q IF APPLICABLE _ DECK IF _1 ---- IF APPLICABLE APPLICABLE -.��-- \ t- 1/ILLIPS x USS HEA '- 1/4'0 TAFO(kl OR - PHILLIPS TRUSS HEAD 2_IAIN. 2k4.'CONI. ' TAPCON WITH ADVANCED M'n' MACHINE SCREWS - -� 1/4'0 TAPCON OR TAPCON WITH ADVANCED _ SILL PLATE = THREADFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2 MIN. W/1 1/2'Min.PENETRATION 0 12'O.C. 1/4'0 TAPOON OR TAPCON WITH ADVANCED THREADFORM 2'MIN.-- PENETRATION OF THREADED REWD. OF THREADED AREA TO TECHNOLOGY W/1 1/2"Min.PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER-(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) UI� WALK HV INSTALLATION V HV WALL SILL INSTALLATION ♦B..E' A ONNSHEIET I FOR W HV FLOOR INSTALLATION (Non FLORIDA BUILDING CODE(Non Oligh Velocity Hurricane Zone A.T��(��i,�i Q 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTN, 7LT7E/► Accordion Shutter System a.®7m, H.V.MADE#1 W/OR W/0 N.V.N1PID011 BADE �: d�;•*� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 7EV.N, DESCRIPTION DATE DRAWN BY, M.L. 36th.St.sm.30.5,mmaw GARDENS,RORw ass �9•,• HI EtJ� Association, Inc. 1 OLD 1i-19Z 4/13/15 RATE 4/13/15 ssss eI.W. Ph- West .Fox:(305)B71-1531 4268 Westroods Drive 2 DRAWING No %FSS% �a�� '`�� a°°eB 0006e nom West Palm Beach. FL 33407 s 15-085 I,,,,70NAL E1E�A�A� WALTER A TILUT J,P.E. 4 P.E. SEAL�S'I PAYURE/DATE FLORIDA Lc.g a41n 6 SHEET 6 17 OF 20 END INSTALLATIONS n BY BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS UGL Moo 2'. Tff 2-W UN. WOUD STUDS.— =R M 1;0V GIG. ��I, X� APKrAME) 3/27 f— fMm Ra� mSnG DISI'm XX' /2- 41 iM Kywlom--1 x hK Suw� —1/2.w".NX 2 PLMM. 1/2 M—(— MR MIDII)AktO K=- tuR H ,Dmv 1Z COW. _... wswlg� F1.05Ut MMOD umm & 11 RM HF[E mIPO 11—T" 1/2 PT EITHER SUE YIN 11 of SQ) Q 010 W Toae IY a8 n 0.a (1) G (2)�I'V.-M—ZE. 4 I OR OR StX CO, —DML X— I OR 01—X F�— SME SM= WN ro� ntV.S 6-07-@-@-Q)-@- END CONNECTION DETAIL(7 ENO CONNECTION DMI END CONNECTION DETAIL EN CONNECTION DETAIL /--CLAW W/1 I/Z-um 4 — — — — ---l—1 2W A'-WwN AND40 I-M S.-\ L AM • SEE LIMITATIONS OF USE FOR 'Eaw"a Ir oxv MMX=a 1z7 O.C. MwMw 1/2*Uft SOmO1E ON 9JET1 FOR MACEOMD BLADE ON SHEFr 19 M tws 1M�IQKFR ----- 4]EIItE ON 11 1/2 @0R@OR&R(g (j)OR @12 08.R(BOR VIEW 2XWV.rW0/ FWMH PLAN C 0:07 DETAIL END CONNECTION DETAIL (9 END CONNECTION DETAIL (12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' "'007ffo '$U , 2015 EASTERN METAL SUPPLY, INC. Tk 41 ....... i BERTHA HVTM GEN Accordion Shutter System A.S.&A. KV.RAM#1 W/OR W/O M.WIAM MADE n Shutter Systems America REV.N. 0) 11 if—•: T"IT TESTING & ENGINEERING COMPANY OLE) 11 1 9Z DATE DRAWN BY. M.L. Association, Inc. 4/13/15 BATE: 4/13/15 TATEOFZ Z6th St..St�=.MUM WDE�,R��3.31& Sph.—(305)871-1530.Fax (305)871-1531 4266 Westroods Orolve 2 —DRAWING No —1:blwc 0111—M West Palm Beach, FL 33407 3 c<sE9--ODO671 9 — 15-085 ...... WA-TER A.TILUr Jr.P.E. 4 FLORIDA Uc.j 44167 5 SHEET YORE DATE 18 OF 20 • G�.�IERAi Ln!RAT(ONS AND CONDOIONS OF USE FOR 6E11HA 1.MA).ASD.DESIGN PRESSURE RATING:+110,- 110 9LS.f. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL.AS e MOUNTINGS M.O,T,U&WON SHEETS 16& 17. @5) 04 /� ONLY CONTERMATES 21 (BOTH W/tf�4 OR�2�i1 ARE ALLOWED WITH 2�1 \JaL/cz 40R 5 I& ATt IN A S1'N CAL OR OPPOSING I%ff IN CASE OF OPPOSING E.: MLIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CRfIQRMA E 1YP.FA END • , a 5.(A)HV VANDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPQJINCS (3'0 HOLES)FOR®PER MADE AT SPACINGS SHOWN ON SHEET 4. MAIC 5 WINDOWS (B)NTN.CLEARANCE FROM TOP OR BOTTOM EDGE OF FN YINDOW RADE® ALLOWED AT HV • OF ANY 3'6 HOLE FOR®SHALL BE 12'. WINDOW BLADE (CNS LADORELfW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV Qq a (D)HV WINDOW 13".1@MUST BE USED ALTERNATE TO A SOLID HV SLADE( THROUGHOUT SHUTTER'S WIDTH. • • • � a (�C ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W ct / oA BLADE 1 AT EITHER SIDE OF THEM. SEE END '. (F)FOLYrARRONATE HV WINDOW®SHALL BE INSTALLED SO 11W TABS FACE CONNECTION ♦ y � THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW I qJ MUST BE DETAILS ON SHEETS ONLY PLSTALLED AND LOCKED USING A FIV SETTING TOOL PROVIDED BY ASSA. 18 Typ INC. FULL HEIGHT. �R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 P YP Is BUILDINGS ON SHEET 15.AS LIMITED BY SPAR AND DESIGN LOAD(SEE NOTES 1 &2' 2 ABOVE). C 7,SEE ANCHOR SPACING SCHEDULE FOR INSTALATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) TM 8,MINIMUM SEPARATION TO GLASS,SCHEDULE,PER ASE-1996: 0 H TYP TDP&BOTTOM qy ®�� WINO ZONE 6RNIMUMSEPARATION m GLASS NUMITED WI 1 TfRRII 3 1' MIN SEPARATION TO GLISS .._......._._.._— ELEVATION 4 6.25' WSTING GLASS SEE SCHEDULE ON SNOT 11 WR eLADEm ----� AND ON THIS SHEET FOR BLADES CD&0 ------------------- ----------- — 5 1A /1 1 �t -------- ---- NG CEMfERWATES RIR W� EX[ERIOR ONLY) �• q \ 4 AND W/ OR :� (SEE NOTE 4 ABOVE) TYP. SYM R 1C 1_cENTERMATES I ��c 2 OR ftS�AND W/O (S NOTE4 ABOVE) PLAN \ / TYPICALC HHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (0 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 01111111111HII110j," 0 2015 EASIE7RN RALTAL SUPPLY.INC. BERTHA HVT,M ■ � � � Accordion Shutter System I _ � � � � A KV. RAX#1 W/OR W/O H,V.WINDOW BLADE American Shutter Systems REV.H. DESMi9nnH DATE ORAWN BY; N.L. TIWT TESTING & ENGINEERING COMPANY STATFdF _ "NW 36 a.s<.,Se. DA v my GNOENS,FLVFaw aTtfi Association. Inc. 1 OLD I1-192 4/I3/15 DATE 4/13/75 r • F PTmno;(305)871-1530,F:(305)871-1531 4268 Westroads Drive z —DRAWING No a-man:Lift 000— West Palm Beach, FL 33407 3 15-085 TNGNo (C�.s/, \�`� EB-0006719 4 w\Cj WALTER A.DLUT 4,P.E. SHEET P.E.♦'3a{��l tJ` %/DATE FLORIDA ua.µa41s7 6 19 OF 20 6•x 1 1/2•x 0.0.7-THICK INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 2�1 -12009"M°x.I- Min.ASM A-653 GRADE 40 Min. V/.it1LS.' 0 1 - I Min.G-00GALV.STEEL `.:•�..1!I. -.:" 083' METAL SKIDS AT 16'O.Q. a 43b INTO METAL STUD WALLS oL o ----- 1/2' 475 3 # ® 114"o NOMINAL �-I GENERAL ONS CONDITIONS OF U5 ALUMINUM SLEEVE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4•x 6 1/4'x 0.035'THICK Min.! 43c 43a 12 _� SYSTEM INSTALLATION TO METAL STUD WALLS WNL GAU STEEL TRACY.CHANNEL,9 6"O.C. 0 6"O.C."t - o ASTM A-643 GRADE 40 Min.G-f:0 3.000- GALVANIZED FASTENED TO STUDS SEPARATION TO GLASS SCHEDULE Max W/(2)46x1/2'TEK SCREWS ON , EASRNG FINISH 39 , 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR k EXTERIOR FACE I AS APPLICABLE i J 2. MAX: SHUTTER SPAN: 84" MINIMUM T- y WIND ZONE ASTM E-1996 SEPARATION OIFrvClH + t' I MIN.SEPARATION I 3. ALLOWED MOUNTING: MS ON THIS SHEET. - TO GLASS D(ISRNG GLASS-, TO� (SEC SCHEDULE) _ ® 1/4"0-201(3" BOLT 24 4. ONLYTERMATE 21 W/ HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 43c V. I ') WITH @T11RRANGED A SYMMETRICAL LAYOUT. o' USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4-x 6 1/4k 0.0.75'THICK MiRI EXISTING FINISH J INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF pl/4A,"-_�O ONT.GALV.STEEL TRACK CRANNR• AS APPLICABLE CENTERMATE.A-653 GRADE 40 Min.0-60(2)16 FASTENED SC SfUO(z)dsn/z'Ttx sclttT+s oN i 43c 43OR h EXTERIOR FACE i@ 6"D.C. ©6"U.C. 'n THREADS o u ** BLADE SLACK DETAIL HVF IS ALSO VALJD FOR ® 1/4"0 ELCO CONSTRUCTION 8 CENTERMATE 21 APPLICATION WITH BLADE 1 J�2 O O PRODUCTS FAB-LOK HD w 436 6"x 1 T/1'x 0.03Y AHIGX ..::VARIES 0 6" O.C. COMPONENTS Min.JSRA A-FS3 GRADE 40 ::,2�ldaii,. MET MDS AT s m. 1,' '''� -:I MS WALL HEADER/SILL INSTALLATION / METAL S70DS AT I6'O.C. "n. EXISTING FINISH AS APPLICABLE SCALE: 3 8"= 1' (TYP.TOP k BOTTOM) VA I1If..'>:.,:':.•...•-:;IIII ,III':;..:..:..:.;.::...:..4....3....a...:.:..:..:.....:..:..':-;'.:::,.:.::..:.:..-.•_:.....III III.'....-;..'.' . I I,.._'::..;::.,S..YIX..;M..M,E..T.R.Y:;C..A.•L:..._....'.`.I( ,:. —S—YM—ME—TCR—EYSC—SA—L — —I ^. L—E) .,•'.II A/LV(A2N)I(166D x 11F//A42S'"Tx E0.035" .035O"RTE HWISCDKSU NM i n. ISNG GLASS ONT. - EETRACCHANNEL, M 40 Min.G-60 CENTERM INTERIOR ACMIN. SEPARATION,43c 2INTERIOR EXTERIOR FACE436 CENTERMATES W/ TO GlA55 ,:;EXTERIOR ACCESS SIDE 0"(TMP') IN _(7' (6'Min-) IN 4 -- ------- — 24 —_------ -- ---- -- ----- -- -- --- -- - -...- ---------------. _. _._.._ ......-.. _ _.. _ ..... ------- ---- - --------------- — --- --------- -- ------ r=-=}-- ---- ----- 1 -------------- 2)42 - - 1 21 i - i 21 21 ' { 21 1 LOCATED AT(I!J . ------ --- _ -- - - - HV HEADER/SI ENDS --` - -----— VIEW YY ® 1 2 3 (6'Mint 24 SIDE CONNECTION TO TRACK 3 1/4"(Typ.)-6 1/2'(TYP-) ._.7•- 7" - 6 1/2"MAX.SLACK ** (Cont.) " HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CObE(Mon High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY, INC. AT .LA.LTI�TTA7j��Ai .......�/T BERTHA HVTM A S ■ Accordion Shutter Sy stem. HV.MADE #1 W/OR w/0 H.V W NDOW BLADE 3y1 •: = 71LLIT TESTING Sc ENGINEERING COMPANY American Shutter Systems XEY.w DESCRIPTION DATE DRAWN Hf: M.L 'St 6355 N.W.38th.St,S'ta.3�,VIRGINIA CARDETIS,RORM 3316 Association, Inc. 1 OLD 11-192 4 13/15 DATE: 4/13/15 �•' Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No %��iC`n'•.F�ORIDt`.•'�� e-mail: hea t9Ixom West Palm Beach, FL 33407 3 ES-0006719 B 5-085 G's''•••...••' G�`�� WALTER A.TILLTT&P.E. 4 FLORIDA Uo.d 44167 6 SHEET P.E. SAA,/, /DATE 6 20 OF 20 Florida Building Code Online Page 1 of 2 t'T"'a -s .s37 «tik � �l0iia DepaCCFI1eifdM BCIS Home f Log In g User Registration Hot Topics Submit Surcharge Stats&Facts f Publications f FBC Staff'` BCIS Site Map Links i Search Busines t; Professii `> Product Approval tom_ ,USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail >r FNINL# FL119G4-R3 °�' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shu2uationRseport Subcategory Stor Compliance Method va Dfroma Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Ir the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3f/2017 Validated By Frank L. Bernardo,P.E. a Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dti.aspx?pa>am=wGEVXQwtDgsxYleb4opODeliXga... 4/26/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Sumnii of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile. Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.Ddf pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ: No FI11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.fid f Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p,s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation.drawing number 08-149 for otherspans and INC. P.E.R. DRWG. 1S-041.Ddf pressures. Created by Independent Third Party:Yes back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 be 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: u ��,; .tsrnrax https://flori dabuildi ng.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDgsxYTeb4opODchXga... 4/26/2016 /T-1-Li C Irmo. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLrr,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 PRODUCT EVALUATION REPORT FL EB.Limse No.ON6719 REPORT NO.: 15-0407.06 DATE: April 7, 2015 PRODUCT CATEGORY. Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminium Storm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Flodda33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Eastern Metal Supply, Inc, Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordancewith 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 small 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. 15-045 titled "0.050 BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 03/2412015. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact load tests were performed under --M.Tfl`A: '!t �,E-1996 standard as per section 1609.1.2 of the Florida Builds-t CodeF�Wif,6fkn'",Static Load Tests as per section 1710.5.2, per ASTM E-33(x"T&t rd6orts` rep&ect�y ;E IIs. 44167 6355 N.W. 36th Street, Suite 305,Miami,Florida.33166-Phone: _.,005) 871-1531 'd�963csasaR34$b°� . PRODUCT EVALUATION REPORT NO.15-0407.06 2 American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate,.Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: 4n 0.050" Bertha Aluminum Storm Panel (2" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, 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, E-1996 Standard (basic protection). 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length:shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 15-045. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15-045. 0.050" Bertha Aluminum Storm:Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15-045. Minimum separation to glass shall be as indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15-045. 6. MATERIAL CHARACTERISTICS AND SPE-diF40ATIONS: Shall be strictly in accordance with General Noiffdt-6606 nes indicated on sheets 1, 2 and 3 of 17, of Product EvaluatioTJ3'Qc6eM=,(I�.E:O.),�tdrawing No. 15-045. 44167 _ r PRODUCT EVALUATION REPORT NO.15-0407.06 3 Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15- 045. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes,No. 1, 7, 8, 9, 10 ;Mnd 11, indicated on sheet 1 of 17, of Product Evaluation Document (P.E.D.), drAwing 'No. 15-046 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product slid not be installed within HIGH VELOCITY HURRICANE ZONLS as defined on setti©n 1620.2 of the Florida Building Code. 7.3. Product shall .only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluatlbn Deport prepared by Walter A. tillit, Jr., P.E. (Florida License No. 4416&.President of Tilfto, Inc. (Florida itb-0000?i9): .,p d � �-` Se GENERAL NOTES, 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE,THIS STORM PANEL SHALL=BE INSTALLED AT E,1)MINIMUM EMBEDMENT OF TAPCON ANCHORS. S.G.TAPCONS, ELCO PANELMATE, ELCO NAS. HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4.0 SOLID.SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBmMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.65.USING ASCE 7-10 FOR,INSTALLATIONS UNDER 2014 FRC AND SHALL 1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND T-MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.7, 9 THRU 17. WITH NO STUCCO. B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE.CONDITION. ULTIMATE DESIGN WINE LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SHALL BE FIRST REDUCED TD A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/ MAX.(AS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.7.9 THRU 17. IN 8.1)&8.2)ABOVE- IN BOVEIN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14& 15.ANCHORAGE SHALL BE 114CRE SE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.6U WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR'IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. . 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.01.05, 111 0812.01-05 AND II 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1. 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACIUTTIES AS DEFINED BY SECTIONS 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 AND 6.2.1.2 OF ASTM E 1996--02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILTTY OF THE CONTRACTOR TO VERIFY THE SOUNONFSS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR 3. ALL ALUMINUM SUALL BEALUMINUMIMINUM IAITON,6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS 40 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 Mi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. CAULK AND SEAL SHUTTER 1FACKS ALL AROUND FULL LENGTH. SECTION 2471.3,3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL_OR AISI 304 SERIES STAINLESS STEEL.WITH 35 ks,MINIMUM YIELD STRENGTH. 10. (G) THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SIZE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS P.ED.WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS -1/4"0 X 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. () NOTES. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4";FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMA.TE AND ELCO NAS 15 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER A.2)3/4"0 SOLID SET ANCHORS SHALL EE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. (e) THIS P.E.D.SHAH.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR THAT PREPARED IT. WALLS WITH NO STUCCO. IN A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 71. SHUTTER NCEMANWITH SECTION 171.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL V FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE OPENING. LA WEER SECTION LY WITH .3 SE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A2)ABOVE. OPENING.LABELING TO COMPLY WITH SEC110N 1710.8.2 OF THE FLORIDA BUILDING CODE (B) TO D(ISEINC CONCRETE BLOCK WALL' -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY TTW/BUILDEX. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4.0 x 3/4'SCUD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY, OBTAIN PERWS 1N THE STATE OF FLORIDA ...:r.��/T��i� °S�Q:' \CEN '•:�Q'% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �cr 02015 MTMO.7NC 0.050" BERTHA ALUMINUM STORM PANEL F.RL zz NO,Av7 (200" DEEP) OS/2d/15 4. C/► EASTERN METAL SUPPLY, INC DAT. STSTi: 'L E C®INC. 4266 WEST AGMs avm y-- wesr vuu eeaA Ft 334071 15-045 TIWT TESTING✓r ENGINEERING COMPANY µy,ypu,st,Sx y1l w1awA cuaaN9.Fl.11168 �10NF(561)209-82CJ FM':(56I,16d-17f6 n i(]¢51611-1860.Lab '(l6W6)7-111f - �• DMMPA G No \�,.` : M-OW6719 F°iAt f GAn i0°°• WALTER A TIWr Jr.,PSNEEf 1 OF 17.E. an n-z11 e� e.4%0 FLORIDA Lia.44167 14.101"(TOTAL WIDTH) -8.151-(IOTA( WIDTH) 12000'(EFFECTIVE WIDTH) k6.00O-(EFFECTI�VE WIDTH)1.070170' .070' - 1.070' -- 1170' MAXMM-M ASD DESIGN PRESSURE RATING [pat)s00' ruc eLE 0.80D'h P.J 1 CO SPO IN G V S(7m)$ x-0.250' n PANEW J AWM AT BOTS PANELS RUAMM AT LICASP -4 2020' -4 2.020'I- ° 12.020'1- ENDS IIPIH TRACW IN OAN OF Tmw mm FULL PANEL...W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES I= Tm= OR DIRECT SIOuAmw;k ®®® OR QD µ,•pMUy MAI9UUM -- _ 14.375'(TOTAL WIDTH) 8.425"(TOTAL WIDTH)--- q.sD DESIGN At...PANEL LENGTH ASO.DOMN Hex.PANEL LE7,ctR FRESSLW Rg11NG c(2) PRbSUFE RVING L 00 12.000'(EFFECTIVE WIDTH) 6.000(EFFECTIVE W10T71) (p.o.LJ (a ALJ 1.070' 770 1.070-1 I 1.070' 4.880' 170" +30.0, -30.0 13'-0' ® .VfYiGaGfE I 5 +J0.0, -30.0 13'-0' A+A14'lIDGB!£ _ +35.0. -35.0 t2'-0' (fyAJ � lfmJ � `- � +35.0, -35.0 12'-8 . / -40.D 11•-J' h O h O +40.0, -40.0 12-4" +40.0, - p p O -I I- --I z.o20'I- -I 2.020.4- 44-50.o, -45.0 12•-0' +as.o, -45.0 10•-c' 2.020' OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANELAZO HEMMED_EDGES +50.01 -SU.O 11-0' +so.a, -W.0 s'-D• +55.0, -55.0 t0'-O' +.55.0, -55.0 8'-2' Q STORM PANEL SL'ALE: t/4'= 1' +60.0, -60.0 9.-4' +60.0, -60.0 7'-6' +70.0, -70.0 8'-0' +70.0, -70.0 6'-5' 480.0, -60.0 7'-O' +80.0, -80.0 5-8' -3 CONCRETE ANCHORS(SEE SCHEDULE)------t;."_'-1 +,Q(1.0. 7 Mrn. 1 Min. +90.0. -90.0 6'-3' +90.0, -90.0 5'-0" o 0 +90.01 -100.0 5'-7' +90.0, -100.0 5'-O" W +90.0 -110.0 5'-1' +90.0, -110.0 5'_0' j +90.0, -120.0 In +90.01 -130.0 4'-4 1/2' 4'-0" dk NOTE UMAX.AS.D. DESIGN PRESSURE RA77NG&MAXIMUM PANEL LENGTH A A R ANALLY REMOVAOLE PANELS AS PER MOUNTING INSTALLA17ONS ON SHEET 7 OF 17 15 2 +50.0, -50.0 pf. W/88'MAX. PANEL LENGTH. MAY.A.S.D.DESIGN PRESSURE RA77M&MAXIMUM PANEL FOR M0UAR7GNG AS PER ALTERNAINE/I I AND 14 oilON SHEET 14A AND 15 OF 17,RESPECTIVELY,ARE +50.0,-60.0 p.sf. FOR 78"Max.PANEL LENGTH. II I f I AND+50.0, -50.0 p...f. FOR UP 70 106'FANEL F3"-1-- CONCRETE ANCHORS(SEE SCHEDULE) ---1-3"-i R��u)iibflljl{'y,�,�, LENGTH. 1 STORM PANEL ( R l..• ��C/Trrrrr TYPICAL ELEVATION ��CEhIv ��> FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F a 020157XTEW.M. 0.050" BERTHA ALUMINUM STORM PANEL r.RL)RE 1L r.s NO.44167 a (2.00" DEEP) MAWN En- 114'Max. G4P 1/4'Max. GAP-1 - I o3/st/15 a /p EASTERN METAL SUPPLY, INC DAM • " ' E C 0 INC. .768»EST R04DS MAE TILL1T TESTING @ ENGINEERING CONPANY 1E T " u4Q7 15-045 r L nf' � la x.n.wm.sc,sm.qua�maan wnmc,n.zs,cs R1UNE'(=)IDS-G25A FAY..(581)641-1 716 SECTION A-A rrr u n��y:IN, .r:t9DS 5T->s+ .�.p ops a nwxlNc Nc r`'7u, ;SAL 1:.1 WNLTE® 7LLL�IN...P.E mn„-aI SHEET 7 of 17 N.T.S 1J111111iStf4l nDRIDA Ue.44167 Dora OP.x aw0 R. z3se' hl/4' 9 S s unrJ9NEw a14 o -`t .�� p f F y�' L .teo• .w0- n stf 4 aam• -e. d+ fi� I • �FL —t R 14 III II----2 rz5- 1 �- F—v4a•—H F' 7iPACK 2464•-4N- X219!" o ® 'U' HEA5-DER SO ' MAX ANGLE BUILD OUT BRA 3) 3max. ® h'HEADER ' U'BUILD OU7 3A OPTIONM 3'Max. 'U'BUILD OUT HEADER r srxc:s ,- mus..Ve•�r. sour:�•.r' mr,tc ro Arc>E -{ .1zy_ sett ac .nA• .A4' E: ica Fl 50ONSEONON SEC/N7Id5.�-+L � I-20P0•—I �1SP-� R$. p 20x1• MAW WALL 1 75=x0 632r © 9 STUDDED ANGLE S UD 11 2`x5(MAX.hri/8' REVERSED F'ANGLE TRA ® F' (RACK ANGLE O ANGLE WITH ANGLE WITH STUD scar,,/,•-,• SrJrE:s2'-r- `�--�' srvE•r/z•-,- .sone.T/e•-,. o.ms Tit— — /J}Y11S1/4-/W-20 ES1 5MRAVED TO /.TT T— N� .acc• Jsa o u'asJco' M-- 61 T1P.L— /.BZ5 .c57't=Min. .085" 3av- LARGE KEY HOLE(OPTION 1) SMA T KEY HOLE(OPTION 2) 12A ROUND HOLE AT PANEL '379 aas srAfr:.r/d'-,. xer+Lb--r• fiz' 12 NEL © KEY HOLE WASHER KEYHOLE AT Pd ®STUDDED P1L17E°°°°��`�P,T E "jl O �fas x,sr u Aum ro9 n a a� LIC i tvlo 2'IM Rr.81a' L - Z /!i/�/1✓,l� ... ••ia°c4°`z`• �'K°O x as• I I FLORIDA BUILDING CODE (Non High 9lurricano Zone) o s B.O. A02015 71LTEW,M 0.050" BERTHA ALUMINUM STORM PANEL F.R.L 16 NCLE �I aw (Z-00- DEEP) MMM BY. ©SNAP CTAP scar,,/4•-,• aazc r_ DETAIL 1: mD W/WING Nur EASTERN METAL SUPPLY, INC aAM,>E L ECO 1N�. 4266 WEST RaWS DRnE COMPONENTS TWT TESTING @ENGINEERING COMPANY ( n BFAG4. 36407 =5.N.W.nm.5<.Ro-aos,wferu cNd'tLs.0.1nE6 PlX/NE501'(501)209-9266,FAN:(58)6841-}716 15-045 fTw".(]OSJHII-+�JO.Taz:(]°5�T1-+9+ y� �y yR ORAMNG Na EO-0006719 aD 1=-771 / WALTER A.TILL"Jr.,P.E t SREEr 3 Or 17 FLORIDA LIc.44107 X 9 Cant POURED CONCRETE OR CONCRETE ANCHORS Max. CONCRE7E ANCHORS \ CONCRETE BLOCK WILL CfxIC CONCRETE ANCHORS (SEE SCHFDUf£)R (SEE SCHEDULE✓ \ REQUIRED ( (GNL1'L POSIRLW+J (SEE SCHEDULE) ` l�' I \\___ 3 Cant .500- r CONCRETE ANCHORS 1-c- k .500' - (=SCHEDULE '�T•i� I I I FOR SPACING) i 1 E.D. I POURED EA I _= POURED ED. I POURED I PCRETE OURED I I I CONCRETE I 2 RREQUIREO \ REQUIRED \ I i 1 I I ry \ �• I I L1YYl. I H 1 1 1^Min.5E1ANARON 1 I 1 1N� t-Wb. 6fASi PON I I TD LYAS i i i Pi I I � I I Orr I I I N I I I U I I I I I I N I I 1 1 l-Min. GLAARA7R7N N I I 4•yl I 70 GLASS � I I I OPTION 10 i-r^Min SEPAWiITDN I iS j i cow-R—ANcHORs SECTION I I dl 1a CLASS III Ii ,V= I/4�0.-20 t 3/4 WSS 8X75 / A' 13/2-KING lSEE SCHEOUIE)� .500' L I 1I III C i 1 1 I I h 2 POUR -� E.D. W /77—t'77 I I ' I i T zi OR CCOAC ETE i I Y / / I CCOONCRETE EO. = BLOCK WALL _ RLOKW ED R97,V1RED� � R7UR I cnNLyr�rE ; I W CONCRETE ANCHORS I IXNICRE7E OR CONC)WE ' \ SCHEDULFa OR CONCRETE I BLOCK WALL E.D. i I i 1 BLOCK WALL I 1 REQUIRED I I CQYC REQUIRED E 0. M'n.SFPAR4770N i 1 t (OPEN POSIRON+) I I TO G(ASS 56,25: I 1 I I SECTION ® ANCHOR 1.125 7 / /I CONCRETE ANCHORS, CONCRETE ANCHORS✓ / —I.50- (SEE SCHEDULE) s C-f. - (SEE SCHEDULE) SECTION 3A 9 Gam• WALL MOUNTING INSTALLATION I SCALE:r/z'=1' ' T/4-0-20 x 3/4' ; I 1 SEC7lON®ANCHOR SECTION 3�j2WRING N/i�77®B'1 i I w vC NUT POLR 12 U.C. I 1 0 EA STUD I I CONCRETE ; ;' 1 I i OR CONCRETE I I POURED CONCREl£J.R � 1 H BLOCK WALLI t CONCRETE BLOCK W ED' 1 I REQUIRED CONCREW / I I 7/B�NUI®• W C.A-EDGE DISTANCE I fpNT ED. OR CONCRETE 6iS S£f SCHEDULE ON o ` 5 Cant. ; (OPEN 7'OSYIlDN+) BLOCK W�/ I ' EKRY�Tj EE75 9 d'10 iE 77) (SEE )BS i SECTION ® STUD fi TYP. TOP/BOTTOM 12�' WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION +Nom:sMAr cAP T SECTION 4 9 C- NO7E FOR COMBLN4770N OF SECTIONS: e at,�n, e VL'//(llY l,.3 N [iW�IRONS / SECRON®SWO WALT-MOUNDNC SEC77WS CAN BE .^''� �.F f� v' COAONED IN ANY NAY TO SUIT ANY IIYSFACLAPON. FLORIDA,BUILDING CODE (Non High Velocity Hurricane Zona) WALL MOUNTING INSTALLATION - �(D 441,R� 02015 77LTEC0,WC. 0.050" BERTHA ALUMINUM STORM PANEL RL SCALE:7/2`=7' a yst; , (2.00" DEEP) 094WN BY.. SECTION 1 _ _ ?. 03IZ411s NO7F:DETNL OF SECTON O STUD!ACID ALSO FOR - r p.. I�/�►/� EASTERN METAL SUPPLY, INC LAI& APL.✓4OUNTING/NSrQMTION-SECTION 2(RIP) { .'4y,'� ✓Ci 416 4+✓INC. /,'/y\ x:YS NY3T R6106 02'.'E ' '1!'�"" •• - TIW7 TESTING 8 ENGINEERIHII COMPANY WESF P.7LM Sr`!w`%FE 33407 ,5-045 r�'t E/ . (•�� 0� A/ONL:(56f)TDO-R26J.FAX:(561)641-1776 fin.SL na.m4.YetWN ,ft]3168 DRAW!/rC Ab Wf1671( ell-19t as�u1 I oa[ Waif tSflUtt wFL7ETt A 7RLRJt..P.E. S= 4 OF 17 FL.ORIOA Uc.44167 WUO SET AR F2GO mok PAKEEMTE OR SC.TAPCONS W94 h4JT 0 COlJCRElE ANCi7TX15 CKRY St UD (�SCti£LNRf) COV RETE ANCNTHS E;p, 0ma@.oR - W/1/4 C-20 9DEWALK Potr OR© 'h, 0 12^0.C. l-..` 7':H'n. CAYCRETE ANGdXIRS E Q (EE SCHEDULE) E D ry AR&W/73 Wf)fA'6-26 7RUSSi1BAD ID7.T++. ; OR S >�nrs _ 3 cant 1. \ (— g } N (SEE SC7TE'D(AE) ♦ 7 _L (SEE SCREPLU FOR SPACWG) 1 POOREV CONCRETE i 'i(,t _ i POURED CONCRETE 1 RVUlRED1 1 11 1 4 t R£QU1RftL ..-EQ I LfO.. t"-;il fi MIRED W I ♦ ` 1 1 CONCKEZEI ��\.�\.��5. \ I ...uT,L POURED REOWRF0 CDYCTE W4EDEL7 BOCAL 1j f i ! 1 i � )LEA LOCATJON f REQUIRED i t e i I 4 C-L t j I mo" 114'0-20 x 3f4• i i h j i 1 rh, 1 I I X J1 0 C. i f yto 1® 12'0..r CONCRETE ANCtmRS S 0Ef SCNEOL'LE) N SECTION 5A _ p cont. �' h a L - -z N >u t'Ffua..9EPARA770N i 1 -�7•Win.SEPARATION TO OL SS t 1 1 TO GYASS 1 �i"90.SEAARARON POURED I I i I GI 1 1 1 i TO GLASS 1 F 1 I I I I I 1 I y 1 I I 7/8`X JJ,72 it ( I j I 1 WING NUT® 1 114•0-20 i t i EVERY STUD 1 314 S.S.DOLTS 1 1 I I 9 72'0.C /I WT1B'x J i yi PWRED i I i ConE 1 t WWG NUT m I I t 1 _ 1 12'b.a. 1 cavcRETE I I I t II i yl' i i i OR g7NLl7ETE " i 1.725• 1 h I 7 1 BLOCK WALL 4i I 1 E I i Cont REOUTRED 1 oPTTDFJ 1 I 1 7•• c 2 POURED CONCRETE 1 1- POURED CONCRETE SE TION JrA REOU.'RED REOUTRED 11 1 CONCRETE ANCHORS�"� E D. CONCRC7E ANCHORS SOLID SET OR ELCO—A,PANE'J.MATE OR SC.TN'CONS J (SEE 50NFDULF) {SEE SCHEDULE) E.Q m©OR 0 W11146-20 MOEWAIX BOLT Oft 7I W1 73 W1T14 6-20 TRL$5HFA0 BOLT++ CEILING & FLOOR ML}UN�NG (SFE SCHEDULE FOR SPACNG) CEILING A FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D M 3 L„1-LF,n. LL SiP'S 77CN j t INSTAATION — SECTION 6 INSTALLATION — SECTION TO GLASS 7 — SECTIONS scALE: 1/2 r 1 . ! ��p• / i"NG NU m SCALE: 1/2•-�1• SCALE:7 2`_+t" EVERY SND i s I i mr2^Ac I CcmL I I t � 1 t i I pk j 1.725' t t. POURED fmcRE7E' i REI E:D.- EDGE DISTANCE F7/T AWRID `1\�11131�1t J4 (sEf scHmuLE oN R: (IC1T`'*. CONCRETE ANCHORS E, (SEE s FOUtF) S♦Z VG N$ a FLORIDA BUILDING CODE (Non High Volocify Hurricane zone) ip OZOIS 7x7Eco,7Nc 0.050" BERTHA ALUMINUM STORM PANEL F.RL NOTE FOR COMRTNA710N OF BECKONS: IVO.�a 1 U7 ••.�.= (2.00" DEEP) 021N7J BYi BUILD—OUT GQC FLOOR MOUNTING WALL1F DMICEXING MOUNTING SECRONS CAry BE �� OJ/24/75 CIOU&NED IN ANY WAY TO Suri ANY INSrALLATLON. ( 'tf,,, EASTERN METAL SUPPLY INC IN_STAW TION — SECTION 5 ` � � .' L E C Q/Nc. 4269 WE57 Raw mw A9TE 11 .'(`;�'♦♦e TIWT TESTING k ENGINEERING COMPANY NEST PALM SFACN,FL J3407 SCALE:1/2'-t' PtxwE:{sslJzm-a;s.L DW,(560S41-1716 15-045 fT�.I47TJtT�CFtT M,O�e��'dy}` t'°a3a'�'-Gs'°Gdeit4 t.�1a71-,ss, men.ro�l mn. aRaW,NT:Na WALRAM TllR 4Jr/.B . � SHEEC 5OT 17 CONCRETE ANCHORS SOLID SET OR ELCO mole PANELMATE OR S:G. TAPCONS (SEE SCHEDULE) E 0' 6 @ OR @ W/7/412-20 SIDEWALK BOLT OR ® POURED ((®OR @w/@ W1114-0-20 7RUSSNEAD BOLT+ + 7/8 D x 3/32" CONCRETE l i _ E SCHEDULE FOR SPACING) AT/PANELMATESJOROC REQUIRED EO. I i E0. S.G. TAPrQNS I II d Cont. Q I I I I t 1 I 1 I I I I POURED W 1 \ CONCRETE '— REQUIREDi i I I f E. D. = EpG£OtSTANC£ 7 i j y (SEE SCHEDULE ON` i 1 i i I SHEETS 9& 10& I1) I 3 LdJ �J"Min. SEPARA77ON j = NOTE FOR COMBINA17ON OF SECTIONS TO GLASS 1'Min. SEPA24TION I w II w WALL/FLOOR/CEILING MOUNTING SEC7701VS CAN BE TO CLASS I y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I i l I i ti I I I I I z SIDE WALK BOLTS ARE 3/4 0x3/32'TH1CK i i 2 3 t t t W HEAD MACHINE SCREW W/LENOTH 7/8" D X3132- i I 4 AS PER NOTES A2& 8.2 (SHEET 1) u i WING 1VU7 0— i + + I I i i? 2 TRUSS NEWJEN�$7 tCC AS PER NOTES A.2&8.2 (SHEET 1)7f$"Wx3/32" a 01a 11E4D HEAD AH SCREW LG I WING NUT'RD 1< I I EVERY STUD j ® 12"0. C. 3 t I Cont. I I I I I I I 1 I I ALTERNATE LEG I N o POURED LOCATION CONCRETE I ( I OR CONCRETE BLOCK WALLi Y 1 REQUIRED Lj _--- N POUREDCONCRETE LJ REQUIRED JI I EDGE OF . SLAB IF CONCRETE ANCHORS _ (SEE SCHEDULE) t CONCRETE ANCHORS_/ APPLICABLE (SEE SCHEDULE) E.D. Coni. CEILING & FLOOR MOUNTING INSTALLATION SECTj0..>ttt(jqllf'` scab`va•` -�..��T"%: $ L�CEI�l� FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION eaars�� 0.050'" BERTHA ALUMINUM STORM PANEL NO,441 ' (2.00- DEEP) Imm Or SECTION _ a EASTERN f2ME�ALSUPP LY, INC ' a•, S'!TEF f / x TILUT TESTING&ENGINEERMO COMPANY MT PAM 85"FL.3NO7 15-D4$ SCALE: 1 2 — J" �;f /�Ck i'(1>' y'h�'a+ 'M au gee`.st sm..gym.,aaNas arrm+:,n.arise J»mrre:CSSQ2a9-8293 Fav:(96t1efl-t7te 1 '141,1110,11 t :tsvtsn-sn a.x. me oxMxmcrra G 01t1A�r� E9-ma6lte ,111l6£1S 3 iil1Y5��i 1V f�tO,1OA TL:c�.MtGT E ao tt-ai d� — 6 OF 77 .�� . � FJrISf1NC 1 114'MAN. 2' 8WrK VEENER BRICK_ _ BRIi R PfN£7RAPON 70 MM MAX 1 '/4'MIN. Ala\ MAX CONCAElE BLOCK c __.__- PENETRRPON TO / CONCRETE BLOCK c _; >r__ ..--�. ..._--m .. &2'TO CONCRETE. &Z•TO CONCRETE. 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4 ' rlflPiPP{jt01i11lNa�• MAXMW ASD DESIGN PRESSURE R4MV (p s f) AND 02MI-MPONDM MAXIMUM ANCHOR SPACING SCIMULE FOR INSTALLATIONS IN CONCRETE AND CONLBETE RUICK STRUCTURES ASar YIAa6/X AM1WLtLS�ACIM1C 19R E a-J�w w APHYAML ro Il1%111lP/ lrMYtNr AIRYNR6 S•AL'i14'/W E 0.-J r/2'w w ARiG%E ro A7FSSLFE l2 T➢IR IMAYT JUO SEf SGIMC0.V PAMELWiFS FN.FIMur)f0.S MY MNTu`7✓p1' 2'(R) N24ME REGAM TMLtY.4 52®5ET SGiNC9V PA1F]M11F5 PAVf1.lYAiE rvA5 TNI'4'M6W`IA9 1 I '� (P•%1 ro 1A1U37E To NlS4 PN ro Cp45iF RI mew I RI MXWE TO sp-sat Y ro tIX.aZIE i0 IWSMYY a`i/HM �•r� rp CdY13iE m-- ro al•CT3'lE tp 1NRXHY ro Qwmm ro W£k41' ro¢YX]¢iE 10 to6avM ro CnXYSIE ro Mt9Wl/ OP TIEII 12" NIA 12' NIA 12' NIA 12' WA 12' NIA I(RP) O 1/2' WA 9' WA 9- N/A 9' WA 9- NIA I(top) r2" 4 1/2' 12' 12' 12' 12" T2" B 112' i2' B 1/2' 1(B10THO1I) 9' 7- 9" 9' 9' 9' 9' T 9' Y 1(BOTTOM) TY NIA 12' WA f2' N/A 12' N/A 12' NIA 2(TOP) NIA 9' WA 9" NIA 9' NIA 9' NIA 2(TOP) 9' 4 1/2 9" 9' 9' 9" 9' 8 1/2' 9' 8 f/2" 2(BOTTOM) 9' 4' 9' 9- 9- 9" 9' 7- 9' 9' 2(90TIMU) 9' NIA 9' NIA 9- NIA 9' NIA 9' WA 3A(TOP) d' WA 9' NIA 9- WA 9' NIA 0' N/A 34(TOP) 9' 4 1/2' 9' 9' 9" 9- 9' 8 1/1' 9' 8 712' J(COTTON) 9' 40 9' 9- 9- 9- 9" Y 9' 9' J(617TH,,,) TZ, i I/Y' f2" 12' 12' f2' f2' 8 1/2' 12' 8 I/2' 4(101) 9' Y 9' 9' 9' 9' 9' 7" 9' T 4(RD•) 12' 4 1I2' 12' 12' 12' 12" 12- D 1/•2' 12' 8 1/2' 4(BOTTOM) 9' Y 9' 9' 9' 9" 9' 7" 9' 7' 4(BO.t1OAr) 9" NIA 9" NIA 9- WA 9' NIA 9' WA 54(TLP) d' NIA 9" NIA 9' NIA 9' NIA 9- NIA 54(R/P) 6112- WA 7 I/Y NIA d' NIA 7 I/2' NIA NIA NIA 5(BOTI,MJ S' MIA 6" NIA Y NIA /' NIA NIA IIIA 5(BOTIOLI) 9' WA 9 1/L' NIA 10- NIA 9 I/1' NIA NIA NIA 6(TOP) 7- N/A e' WA t0' NIA B' NIA NIA WA 6(TOP) 4400,-40.0 6 1/2' WA 7 1/2' NIA t1' WA 7 1/2' NIA NIA NIA 6(BOTTOM) J6'-0' tma-90 w TO.0 5� WA 6' NIA 7' 1AVA T NIA NIA WA 6(BOTTOM) 7�' ro UP7,-60.0 6' WA B 1/2° NIA 7- N/A 6 1/2' WA NIA WA 7(TOP) 12'-6' 100.0.-J0.0 5' NIA 5- NIA Y RL�A N/A WA 7(1GW) �NIA 6 1/2' NIA Y NIA 6 r/2 WA WA WA 7(BOTRW) 5' WA. 6' WA Y WA WA 7(BOTTOMNIA WA 12'• 12"• r2"• 12"• 72'• 6"• 12"• 0'• B(1t P)• WA NIA 12' 6' 12' 12' 68WA NIA 12'• I2"• 12'• 12'' 12'• 6'• 12'• 6'• 8(80TH,,,)• NIA NIA 12' 6' 12' 12" 6' d(BOTTOM) NIA NIA 12'• f2"• I2'• 12"• 12'• 6'• 12 • 6'' 9(IOP)• WA (TLP) WA 11' 6' 12" f2' 6' 9.12 4 1/2' 12' 12' 12' 12' 12' 8 1/2" 12' 6 112' 9(BOTTOM) 9' 7- 9' 9• 9 9 T 9(d7T1O,,) NIA 9 1/2" WA 10' NIA 9 1/2' NIA NIA NIA 10 crop) Y NIA B' NIA 10' NIA BNINIA NIA 10(TBP) 6' N/A 6' NIA 6' WA 6' WA WA NIA t0(6omm S" N/A 6' WA fi' NIA 6' NIA NIA NIA IO(BOTTOM) 9' 4 1/2' NIA NIA WA WA 9' 4 t/2' 9" 4 I/Y ITA(TOP) S' 4' NIA WA N/A NIA Y 7- 7' 7- 1.(TOP) 9" 4 1/2' NIA N/A NIA NIA 9' 4 1/2' 9' 4 1/2' 11(BOTTOM) 5' 4-- NIA NIA NIA NIA 7' 7' r r II(LTOrmoi 6' NIA 6' N/A 6" WA 8' NIA WA NIA 15(TOP) 6' WA 6' WA 5' N/A 6' NIA NIA WA IJ(TOP) 6 N/A 6' NIA 6' NIA NIA NIA 1J(8(1T71N/) 5 WA 6" NIA p• N/A 6' NIA WA WA 1.3(VOM N) •USE 6'OC rOR RLYE7_LD.'GNTS LARGO BWd 10'-0"ANO USE 12'AS SHOWN ON SCHEW'LE FOR PANELS LENG,6 EQUAL OR SNORIER THEN 70'-O' ANCHORS LE 61[7 ••HAXIMUA/AAY320R 9'AC6VGS ARE VALID FOR 3 1I2"EDGE Va-0=E.FOR EO.LESS'IMN J!I2; 0' frFOucE ANCNU4 SPACOTG BY 1.2 YWO SPAGNG SHOWN()A!S1'3LEDILLE BY THE FOLLOYANG FACTORS. ANCHON TYPE AAY,TIOR (NOTE Min.EO.FOR SOunsET ANCITORS IS 37 S�ACJ'µ' FOR THIS U°bUTKKJ TO BE P0557t(L.&REDUCED-SPACING 031AINED USING FACTOR SWU.L NOT BE LESS THAN AOTBNUM SPACING OMIC410 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. TAPCpV(REGULAR OR SG.)PAN4AWIE,R PANELIMLE NAS S' E O. =EDGE DISTANCE FACTOR SOUR 5ET 3' ACTUAL E Q 7APCY7N(REC(RARJ $G./ANCON PANEIMATE OR PANdHAA1E NAS SOLID SET 3' .8B .75 2 112" - .71 .50 ��Q�!.•''•�,EN`� • 'Q � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `�S•' 4� � 02015 TXTME ,INC. 0.050" BERTHA ALUMINUM STORM PANELFRd- N0.44j�� (2.00" DEEP) LRAYHer ••""' 03/24Ifs _ = = EASTERN METAL SUPPLY, INC 04TE.17E C 4268 MEST ROADS ORriE TILI rr TESNNG 8 ENGINEERING COMPAW NEST PALM BEACH,FL 37407 15-045 1AmpW IL.11. .-(S6r1 M B2AL FAX(561)641-1716 it G`(+' • • y�?oa" n...:(.'OS7e71-1xm.Tmi a(limen-1501 �p 014mn1:No J 2°e°•jr ilk lRi 3p B�\'a'�` WALTER 0.TILLF ILLR Jr..P.E. mn rt-a1 I� 3I�{[ 11 OF 17 FLOW A Ue.44167 a Tumx s 1/4'o eCas 1/4'n TAONS / Mm.MN. THREADED FE -7 WIKI ETN W/1 1/2MNTO 015NG WOODE4DEPVETRDThWEADEV P£NETAWt/4'0 7AFPOAS TO P \ TO EGSING WOOD NSIDIR(SEE S(REDUIE) W/) V2"Am READER.(SEE SCHEDULE) \ RE4oFn P&AERUT7ou X250• HEADER (sEE safEDat7 I HEAVER.(SEE SCKEDUL03 I I 250' A 1 o Alin. p A i I I I i w :•`' -•:• I 2 IWOD HEADER i 1 I NUOD NE1aR I 3C Coni. ; REDUIRED REQUIRED I ; WGDD HEADER wow HEADER � 1 HEOUGPED , jREOUeREO ; ; N I T'Min.SEFAR477ON I f 1 h I I 1 yT TO CUSS I I I 7 I 1. I I i ® SPAR410N I I 1 1 A SFPARATIDN i 0 1 mvr. TOGu,s ; 'n �- TO GUASS ; OPTION d1 y ALTERNATIVE 3A 4 1/4"0-20 z 3/4'I i1/4'a TAPCONS SS Gals w/7/8 x W/1 1/2"Mm. I 3/32'WING NUT® 70 A I I I DDRFJIDF.D PENETRATION to SEPARATION 72"O.G I 1 I a HEADER. SEE SCNEDUiE) H �-TO GLASS A lF i ; k I fJ'• 2' r was '©(oPnv Patpnav+) cont apsolom 5v 1/4.0 TAPCONS h -J-r�•.Y� V 1 I I 1 I I 1 FF 1 I/2'Min.THREADED h7D N OF (®M1DSCHEDULE) 1 - j N OF PlA7E($£E SCNIDULt7 acC770N®ANCHOR 0 1 I i WOOD HE4DFR 1 .SDG' r,EnumEo ' 7.OW'I 1 II C 1 i I LiWT. h o s co L OPTION d2 `7/D' 3/32`WNG NUT � pn� TERNATIVE 3A X1710 G-L / C'.�4�Mr6 AL � .''.... I 2 FLa om SCREWS 0 TAPLUAfS \ 1 scRLWs w/7 1/2'JAW. 1/4'0 7APCONS THREADED PENEWWN - w/, 7/z M,'n.iR7tFAJED M MIDW r OF PLATE. PINETRAI ®MEDWm7N 1 Min.SEPARATION (SEE SCHEDULE) OF PLATE.(5'E£SCTTI:DULE) TO GLASS I SECTION 06 11LLJI 1 1/4'0-20 x 3 4®'_ I ^ �@C S.S. w / x � D ALTERNATIVE I 332- `NC NUT SGAE: r/2'-1" 12/ O.WC. +) j i Zl SEPARATNDN I 1I TO CLASS I U I.r - Cont ; 1 T10N R SiL1D I 7/8` WING AVT D ALTERNATIVE 4 vrr STUD a � .:•: J o120.C. 2f srAE:1/2 Ev - r o � ,,rp• 114'0 NS NOTE FOR,COMBINA77ON OF SECTIONS r/2'Mh.THREADED +l(QIE:SNAP CAP(17i ' I (� IWIDN®MDWIDTH REAWN CLOSED ATN N —`o WALL MOUNDNG SEC77ONS CAN BE ee,�'` P. L�A,O 'PA3 (SEE SCHEDULE) HURRICANE L'ONDlDONS. �. COMBNID 1N ANY IYAY TO SUIT ANY INSTALLATION. ;�� /.l`�z UILDING CODE (Non High Velocity Hurricane Zone) z.5 DIE 9 c nL ;4LT 7/��1. ✓ 02015 77UECO.BIC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. *rfNOTES _•�` (2.00" DEEP) uumvGr: �� a: ERN METAL SUPPLY, INC °'�;f5 4 SECDON®STUD I.INSTALLATIONS ARE ONLY VALID TOR MAX.A.S.D.DESIGN PRESSURE RA77N .Y EAST AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 ` C INC. 4265 WEST ROWS DAVE ALTERNATIVE 7 2.SEE ANCHOR SCHEDULE ON SHEETS 16& 17. ^ NEST PAW SHL'L J3/07 TF!' nu+7 rTsnf+o&EmcwEv+wc couPnNY 15-045 scot£:1/2'-r' ii r L•��Q .`' cvs MW.xi s1 sa sa ha:.,�nms w elan PHCWE(SBfJ2O9 52W,FAX 01)°41-1715 3 FOR NEW WOOD FRAME CONSMUCDOAI WOOD MEMBERS 70 BE SOUTHERN s, /� .r e �^^^I L�DOT'--000671S. ooranmu n.lw DPoIANNG Rp PINE W Z W/SPECIFIC DENSITY OF 0.55 OR EOL14L /�2! {(``� SRNs EBply re-nr R, A!!r!!T,1 e �� w Fl�O DA LcLT44i'E ... 91££7'12 DF 17 1114'm TAPCONS WOOD 7RUSSES OR RAFTEN WOOD TRUSSES OR R4FTW W/1 1/2 M.THREADED ®24"0.C REgUfR£O 0 24'0.C.REOUIRLD- FE7YE7RA7NN7�1 FXiYTWG HOOD EfEADER.(SEE SCHEDtILF� —•••--"�"—- ----- EQ Ea g 17111 L��''_``�r��it�.L3..MiQin'.7•M-M:".. iiiII'tiI 17117W4/'60"sULxR1J1 3E/K4' jiij'i 1 Wh NM((L1Al"rGr"rr.rs5.(/4" UED(7ZE-1/1W7/8' —41 ` 6Dw6 11114 0d-x20S /4 RWDGBDEX—ECH JST. I / TEX SCIRE" LOCATE SCREW WOOD HEADER 4 Coe ArMIDAW774 OF M 6'O.C. REDAEDrTi, I EXISTM NOO MaWERn WOOMD^n•H,• E•• DEROWAKt REOWRED SEPA7ARDN 3/aOS MpM -xID GA£i WN'NUY / G 12'Or- QwOX it �I iIiIiiIiIIiI HHb=` ALTERNATIVE 5A ALTERNATIVE 6A ALTERNATIVE 74 4 — ^, SrAtE.-7/2"=Y K srat.E': (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD w (LIMITED 70 4.60.0" -66.0 p.s.f. OEVGN LOAD = AND UP TO 9'-0"Max. PANEL LENGTH `" ' I ' 1/4'a racaNs � / } � AND UP TO 9'-O",Wax. PANEL LENGTH) � W/I T/2-MM". rU GLASS THREADED PENETRADON TO EX�SDNC WOOD 1 xrADE2(seE srHSDutF1 h ; 1'Arn. i a T'nFm. ; 7/8'x J/zz` ' CoreL w �SEPARADON 1 1 SfPARVON I 1, ww Nur 9—i- -I X RT WA55 TO OLASS i y EVFRY STUD L I I 7 1 C Nflf- • i EV Min. I I ERY STUD 1/4 1 'a-20 TIPUJCM47JOV 12'a CCntWWCWOOD HEADER OF 6R D i iLDE WOW 2 X ADD rz'o.C71/4'm FLCO PANEL MATES OR S.C.TAPCOM ALTERNATE 5A W/z•MTN RfRmm ®MT VORf I-1' Ob077i0.M.(SEE fs'ClfFLYlLE) 1/+a TA- 1114.0 TAPCDIS ALTERNATIVE 8 ni r T/Y W M W/1 1/2'MW. •.T----_ 1 T_ (SEE SCHEDULE THROWEV PMEM17ON SCALE:1/2'Y 7' . --fl ALTERNATIVE 6 ALTERNATIVE ? STALE:112'-1' I 7/8 a/J2• SCALE. 1/2•-T ' I &V NUY m i g t 0 12."0. N1JYE5: i 2 X 6 now �^! j 1.TNSTALLARONS ARE ONLY YARD FOR U4X.ASD.DAMGN PRESSURE RATTNG I Dt2lY REOD. i I NOTE FURCO4fB1NA7TCAV OF BECKONS I I AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS MOTL'O) Z SEE ANCHOR SCHEDULE ON SHEET 16&17. WALL/FLOOR/CE7UNG A40LMHG SL'CRONS CAN BE J.FOR NEW'AVCD FRAME CONS7RL1[;710N: V91173P ;•gra COMD7NED tN ANY tN.tY TO BUTT ANY MN.irALtATiON 19 pfro�E SOUTHERN �^.... P!<itE Na. Z. w/SPECIFIC DE7WYlY E7]UAC.,rl� ++ �.. L r✓� FLORIDA BUILDING CODE (Non High Vetoci{y Hurricane Zone} 02015 M7EM LN- 0.050" BERTHA ALUMINUM STORM PANEL FRL r/4arAteos .' /V (2.00-(2.00" DEEP) a-AIMRY.. W/i 1/2•MrN. ( S EDB RON e- EASTERN METAL StiPPLY, IiVC asIMME 42M WE3T=QV a0W ALTERNATIVE {j}} 6~~ TILLf TESTING d EKGINEERINO COMPANY WEST PAW 664CK&"for t�-D� j�y^ ,�(.'.�,`+ er.6 N.¢]erH.Ft.Sb..Vn,wC;va4 Fvplk' ,R RIBS PHONE.'(561)203-A= FAX:(561)841-1716 SCALE:T/7"= 1• i+'�I • �V`ti s1p,.`{4�� 15 L'aBTeTt-tiv ac x. ots we DRANMG Na MUM A TUX Jr_,P.E ma n-n1 �r 9W6f.T IJ OF 17 t .. ..r 44 FLORILN 75c.44167 WOOD TRUSSES OR RAFTER 1/4"0 LONG ELCO 0 24"0. C. REQUIRED *HE EL MATES OR S.G. CONS W/2"Min.DED PENET PAT ION EXIS77NG IVOOD DER. (SEE SCHEDULE) 500" EQ / o4'x J/8" (6063-T6) 71 x 3/32^ IAlum. 7UBE W/ WING NUTS ® 12"O.C. (3) 5/16"0 x 4" 1/4�x 3/4" I l I LAG SCREWS TO iTW/BUILDIXE9CH JOfST.! TEK SCREWSLOCATE SCREW ! ® 6"O.C. 1I 4 Cont. AT M/DWIDTH OF WOOD HEADER j j j I I I EXISTING WOOD I REQUIRED W I I I MEMBER(2"Min. NOMINAL WIDTH) I I ! I I W/2"Min. I I I i J I ! I I lO 1HREADED I 1"elfin. I I I 1'Min. I I' N --sERARAnav I -i SEPARATION I PENETRATION.! TO cuss z I TO CLASS i w b y jLa 2 ALTERNATIVE IOA I I I 7/8'e x 3/32' ! W I i I I WING NUT& SCALE: 1/2"- 1" W EVERY STUD w NOTES: i (LIMITED TO +60.0, -65.0 p_s.f. DESIGN LOAD x I I AND UP TO 9'-O'Max. PANEL LENGTH) 2 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I I a w & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I i I I w 2. SEE ANCHOR SCHEDULE ON SHFET 16 & 17. I i I i 3. FOR NEW WOOD FR4ME CONSTRUCTION: WOOD MEMBERS TO BE I I I I I k SOUTHERN PINE No_ 2, W/SPECIFIC DENSITY OF 0.55 OR EOUAL. 71810 x 3/3Z" I 12' LA I I WING NUT 0 I t EVERY STUD I 9 12'0. C. I I I a I 1�1 I i i NOTE FOR COMBINA170N OF SECTIONS: e\t°°t°0P`TIER1�71TrtT�, 2"x 6" �� ....... .' ! I ! I Cont. I I WOOD DECK WALL/FLOOR/CEILING MOUN77NG SECTIONS CAN BE �.�`` /�C REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LIONS 1.000"�--• (NO FINISH 10 I I I MIN. I ALLOWED) _ '• N0, Cont. n 1/4"0 TAPCONS s,• Q.'\�w ®R 1 112EAD 1DTN O1�TENMIDW (SEE SCHEDULE) 1/4"0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 ALTERNATIVE T O R 2 THREADED PENETRATION ozwa mrEcn,uc 0.050" BERTHA ALUMINUM STORM PANEL R.L.F. (SEE SCHEDULE) (2.00" DEEP) Drwwx er. SCALE: 1/2"= I" SCALE: 1/2"= I" 25/24/15 EASTERN METAL SUPPLY, INC �W 4262 wEsr Rom,^arrnE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILLR TESTING&ENGINEERING COMPANY (56 PALM BEMµFL J3407 6JJJ M.N.J41M1 9t.SL.Jai.NhCalA CMNa1FN9.M1 9146 PHBNE(ad 1)209-ezeu,Fac(MI)841-1716(MI)841-171615-045 Pune:(3a6Jan-16Ja.rm,(Ja4)811-1a)t ErN �. DPAIWNG Ro W-ODOa719 ' YUJ3ER 0.TILLIF Jr.,P.E nn rr-nr rm SHEEf 14 OF 17 FLORIDA Lic.441;7 l 718'Mie. 2' EXbTTNC 718" PENETAA}70N �Mox� BRICK VL'i<Npi 114 0x8'ELCO m !mato PANUM7E PE -ma �- P Z"_I BR�NG VEEtlER owe-'EZG'0 malo ANELAfAFE (S-ANCHORS OR 1/4"0 TAPCON5 NAS ANCHORS OR 114 0 TAPOONS I (SEE SCHEDULE). I (SEE SCHEDULE). ri 3 C - --- - - - 250' - i --- - - - .500" WOOD S HFADER�' i W000 REQUIRED 1 "+ HEADER I N i o Is REQUIRED 1 i ti \ IXIfiTTNG t DOSTING 1 STEEL ANGLE tI ; r tNlEt SIM ANGLE IINTEL 11 AS API'UCABLE i II AS APPUC46LE j fIZ T"MIn. i 4 it 4uV1 SEPARATION 1 1 k I 1'Min. i t! TO GYASS f ^G i! SEPARATION GLASS , OPTION.if OPTION I2 ALTERNATIVE I1 ALTERNATIVE 11AlA II , I I , I o NOI ES: 1 m 1. INSTALLATIONS IRE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RA771VG '` `•., IXHSTJNG I; AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEEP 2(IXCCPT AS NOTED) 2-W / BRICK Sll.L i WOOD 2. SEE ANCHOR SCHEDULE ON SHEET 16 8^ 17. 'a1i,';�. PLATE W J FOR NEW WOOD I-RAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN I PINE'No. 2, Wf SPEC117C DENSITY OF 0.55 OR EQUAL I FIAWIM t AA5 a PENETRATION 7 _r -,VOTE F454 GYTMBtN4T1QN QF SECTIONS , W - G-_ - ___ _ _ i y WALL/FLOORjCDLINC MOUNTING SECTIONS CO BE f COMBINED IN ANY WAY TO SUR ANY HNSTALLAAOV +U x 3500` i I 2'x 4,$7VUS f �1 114tt01f1ltilt9e/ 0 'B.O.C. Max.REO'D Cont \>> i1,j..�E1Y it,, �FXHSTING Min. 112'PLYWOOD EXISTING •��1 •.•• 'T�'rri,,s 714*0 x S'ELCO mole PANELVATE RE077(TVP)W1 FASTENING BRCi(SUL NAS ANCHORS OR 1140 1A1'CON' TO STUDS AS PER if4'0-20 s J/4' . L1GF ,.•*> SECB{1N 2304 QF IH£ 58,.BOLTS Wj 718'k cit v'+ (51�'E SCHEDULE)70 LXHSTHNG PLYWQOD.I'LORIDA BUILDING CODE J1'�OM NUT {0' •S} 0 12'O.a ALTERNATIVE 11 BUILD—OUT INSTALLATION SCALE: 1/2"= 1' rr'r7j7Ti171H1 ftp 4V `5y1`+ *VALID FOR MAX. ASD DESIGN PRESSURE RATING 150.0, -80.0 ps.f FOR UP TO FLORIDA BUtLDiNG CODE (Non High Velocity Hurricane Zona) , 78' PANELS LENGTHS, AND FOR -1-50() -50.0 p.s.f, FOR PANEL LENGTHS GREATER ®2015 7XIDO ma 0.050" BERTHA ALUMINUM STORM PANEL r.RA. THAN 78" UP TO 108" (2.00" DEEP) DAWW BY. 11112"115 IL �� EASTERN METAL SUPPLY, INC INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ` " &"°`A PWT TESrIHG(q ENGINEERING OOMPANY ((WI PALM 2 ACM FL 33407 18-045 6�511.W.]M.[L.flw i0!4 Y9iGN0.GvcOtvFN,n 41136 PHONE,(WI)P09-a264 FAX-(561861-1)Tfi fa"c:(JWjSTS-Yv�.rpz:{..n....}i-1SSt I•c w tR.vsi4f ORAiYJNv No rE-00067!8 WiH.TEA A TUff Jr.,P.E fAO 11-at SHEET idA ar 17 EL01WA{�•t4F07 114-0 TAPCONS W1 f 112-MTN Dina= PSYElRATION 70 IX57M WTYA?t7FA{tER 114-0-20 S S AfAW9VE (SEE SCHEDULE) BOLT W1 NUT.Y W4111ER O 12'D.c. 718'x313?" 6 GML 1^ Ew mo 4 m IYQ G p' 1 � 1 1 ConE i i I 1 WOOD NFADEA' I h 1 REQnlRm I { I �1-ALT. WASS TIBN ' m I TO CLASS I 8 I I i 1 1"Min,SET'ARATXIN Tb cups+,' � I 111-1-20 x 3/4• F 1 SS BOLTS W//7181r I 1 k z ( 5132'WWG To i I X NC NUT i 12-O,C. i k I 1 1 i i R i I 2 X 5 WD00 21W WOOD 7' i DECK dWQ'D. i �PLA7E RECD. 1 1 n I 1 COnf. 1 1 I _ 1 i .. 1/410 TAPOGW,, 11410- I I 5.0.TAf'LT1N5 OR f/4-q 1 "'�•.., PANEL MATES W/FULL VOR Cent. R/RFAOED PENE7RATXNJ TO 1140 TAPCOYS PLYWODO.(SEE SCHMIE) W1 f f/2'MPL EX/STTNG Min. T/2•PLYWOOD WWA00 POE7RATAN" Rf0'D(7YP)W/FASTENING (SEE 5>=F:mUCEj TO STUDS A;PER SECTION 20"OF THE ALTERNATIVE 13 FLORIDA sUILDiNG CODE. SM-E. 112•-1' ALTERNATIVE 14 NOTES SC41F: 1/2•_,- ' 1. INSTALLA77ONS ARE ONLY VAUO FOR MAX. A.SO. DESIGN PRESSURE RA71NG *VAUD FOR MAX. A.S.Q. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78"PANELS LENGTHS, AND FOR +50.0. -50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& I THAN 78"UP TO 108' J. FOR NEW WOOD FRAME CONSTRUCT10N. WOOD MEMBERS TO BE SOUTHERN PINE No. 2 W1 SPECIFIC DE,11511Y OF 0.55 OR EQUAL EC\3 NOTE FOR COMBlNABtlN OF 6EC7X1NS: F.R.L.�� °r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) t y, 0201.5 WE=M. 0.050" BERTHA ALUMINUM STORM PANEL AIf4 t (2.00" DEEP) DR4%W BY: WALL UOIJVED IN A SECTIONS GAN BE •- EASTERN METAL SUPPLY, INC °'124116 COMB1NE73 Ul ANY N;0.Y 70 SU?ANY/N5TALLA710N. Z.F�--- ""—"""1'�� `�` 1!. E C �>N�. L� '0 4288 WEST RaWS IMW �I�I4 TIWT TESTING d[ENGINEERING COMPANY MT MAW FSACK FL 33407 A°�i4.,(. Q{1� ..* i..j��4"O p.�5 xtt.uq,Se,zs JOS.t9g14A cMmRS.R ST.48 YNDNE,(S6OWO-8263,FAX'(561)841-3716 15-045 (� p� ♦ rnm.,:iJo,IR�+-,sw.r�:fJ0lTB71-ls,l F7 FFf 11�t3Y�IStL Ov♦♦,♦ WALTER A ALLJTiJr..A.E SH 1� anovvriul mcl DRAWOJG M FLOIM Uo.44167 i EEP i5 OF t7 AWTHEIR A.S.R. DFS ON (p s f) AM CORRESPONDDYG MAMUN ANCHOR SPACING SCHEDULE FOR INST TTATIONS INTO WOOD F—R4W BUILDWGS AP10 70 �F197d✓2S 146.LSw AGIE/I.WTNF" R M1XN1U6f mm KKU`FAS?FA4IS' AWKAfYE lD 070W AHN,A:AtYE'ro PA76W^(A.afJ SGTA/YtlYE �� 6 AHI'Cd?Nt4TK (Lum v(NJ APRESSDRE1ffLlA..1T AYE1"arEY AL1E1bknym/h "aYNN1 PANEL A& DES,GV WN6a FA5ttTF7S >1DtE191IVE5/� MW1AN PAAM rAR.1y¢ �nus WDrar Tunrm(p...e) suTNtlx1 AM'DOQSIADM 1FNcn1 .-(2) PFm5svw xE61AAR RaUPCON A"¢M'"�` -T Gw 47aN um"I 2•(X) rAaors rou4vs11c rcas DF 1rsT rami(a.*✓J ZU-Co115 1i4'tlYA1£xna of MEW 1z! NIA NIA 7(TOP) 12' N/A NFA 1(TOP) 12' NIA NIA t(rap) 12' NIA NIA 7(BONUM) 12. WA WA t(BOI7OM) MIA Nf ^ 12' / A 7(BOTTOM) 7?' - NfA NIA z(TOP) 12' N/A N/A 2(RTP) t2' NIA NIA 2(TOP) S. N/A N/A 2{poJTOM) g• N/A MIA 2(80770)4) 9^ NIA NIA 2(BOTTOR) g^ NIA NIA 3q(TOP) g• N/A N/A JA(TOP) g' NIA NIA JA(RTP) 9" NIA NIA 3(BOTmM) 9' WA NA 3(BOTTOU) 9' NIA NjA 3(BORO) 12' NIA NIA 4(TOP; t2' NjA NIA 4(TOP) 72• N/A N/A 4(70P) NIA NIA 4 12' (BOTTOM) 12• NIA NIA 4(BOTTOM) 12' WA NIA 4(BOTTOM) 9' NIA NIA 54(TOP) 9" NIA NIA 54(TOP) g• NIA NIA 54(TOP) 9" NIA NIA 5(vomw) 5 1/2' N/A NIA 5(BORON) B' NIA NIA 5(BOTTOM) 9" NIA NIA 6(BOTTOM) 5 1/2' NIA NIA 6(BOTTOM) 6• NIA NIA 6(BOTTOM) +40.0,-40.0 B 1/2' N/A N/A 7(80170") 81-01 +40AOF 40.0 5' NIA NIA 7(BOTTOM) >8=0' +40.0, -40.0 5 1/2" NIA NIA 7(BOTTOM) 6'-0' OR UP TO UP TO OR IFS"+ NIA f2' 12' B(TOP) LESS Lbs WA 12 72' 8(TOP)* 7J'-O'• +60.0, -ab.0 NfA 12' 12" 8(TOP) LESS NIA 1' 12- 6(8077W) NIA rz'* r2"= B(B07TOM)- NIA rz' 12' 8(BBrmv) WA 12' f2' 9(7o,) NIA 12 • r2"+ 9(TOP) NIA 12' 12' 9(TOP) 12' NIA NIA 9(BOtTO.) 12` NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 6' NIA NIA 16(90770") 5 ij2' NIA NIA 70(8OT%N) y NIA NIA t0(6OT7OM) 9' NIA 9" 71A DOP) 9' NIA 9' 1TA(TOP) - 9' NIA 9' r1A{mp) 4' NIA 4' 11(BOTTOM) 4•+= NIA 4'rr 11(BOTTOM)" 4'. NIA 4"' if(8017(7AI) 6" NIA NIA 13(TOP) 6' NIA NIA 13(TOP) 6' NIA NIA /3(Top) 6' NfA WA 13{BORON) S t/2" NIA WA 13(907R7M) 6• N/A NIA 13 eeouvM) 4' .f' 4' 14(BORON) 4'++ 4'ax 4•rr 14(BOTTOt1)" 4'• 4"+ 4'• 14(BO7TO") * USE 6"OC SPAaNO FOR PANEL LENGTHS tAROER 17m 10'-0'AND USE 12'OO * +LAUD ONLY FOR UP TO+50.0, -60.0 p..f.MAX.ASD,OEUM PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SNORTER THAN t0'-0' RA77NO WDH 78'Max.PANEL LENGTHS OR FOR UP TO+50.0,-50.0 p.s.7. *+' vALRJ ONLY FOR UP 70 106'PANELS LENGTHS MAX.ASA.DESIGN RRE55URE RARNG WH 96'A4- PANEL LFNGNLS tllt;tt{t#tHtdtlfr ..... .. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .? 02015 7XRVQ BX 0.050" BERTHA ALUMINUM STORM PANEL F.R.L 0-4416 (2.00" DEEP) DRAWN Or EASTERN METAL SUPPLY INC DJfZtjtS 4268 gal RM3 Am16£ bar. '`✓..'�'• (r`T.wy nLitr 7ESTINO t4 ENGINEERING COMPANY WEST PALM RJUM,EL J#W7 (561)209-A?M FAX(561)641-1716 15-045 6--000 .61n9 t1467asT1-ryas m w sswnm m. ORAL hb A47 rl ff qli a k<i*��°;,a` WAVER ALflt ti 4f267 F i an f r_asr a q SHEET 16 OF 17 MAXIAd" A.S.D. DESIGN PB'ESSVIN RA 77NG (g s f) AlVp CORRESPONDING KAX711t77xs'ANCHOR SPACWG SCHEDULE FOR INSTALL47TONS MW WOOD MME BUII.171NC�S .tSA IXSkdv MOW FAS'7TMT+5' A^P1.IP 7b NAVMWI 11GCD FASIFNER" N"JgaE TO I1Ald1aN WON FAS7iAF65 AR'11L'A8E'f0 A!TEAWlM1ES/d M`IIoYUY-4M ASR 0.'SCJ1 Rt'r&AWlb 1t'lLi-MESId NMMVI,PAIa ASD.DE'..�O+V AL@'NA)fT'Ad MAXWW✓ R PRM-w ISG" SG1AR'9N G' ANY GCDIBANt I tETFlM 1�(R) PPTR46" AYUTAAR =M—f aq AM'OO�riNAl lEI1G'NJ 2'{Il.} 1'T'L`' 4fM &IIA ca, A � AtY LgklD'1LTAW tISm I'(a) rums(_f..) ?APC" /Mrp]y lc'11915 DC T1rFAl tafmk(P.GLf TAPf:11"lS AV@ WS w t+71211 jd1pN'(PC.1'J IAFOa& —a 14%S W M- f t" NIA NIA 1(TOP) I. NIA NIA I(TOP) &1/2' NIA NTA 7(w) 7 t` NIA NIA 7(8677Att), 12` N/A NIA t(8017 m) 9" NIA NIA t(BOTTOM) NIA NIA 11` N/A NIA 2(rap) 12' 2(fop) 9' N/A NIA 2(NTP) g' NIA NIA 2(BOTTOM) 12' NIA N/A 2(BOTTOM) 9" NIA NIA 2(BOTTOM) 9" NIA NJA 34(TOP) t2' NIA NIR 34(IOP) g' NIA NIA .TA(TOP) g� NIA NIA 3(BOrrom) 12` NIA NIA 3(Germ") 9' NIA NIA J(807700) 11' NIA NIA 4(IOP) 12' NFA NIA 4(1pp) g• NIA MIA 4(70P) II" NIA NIA 4(BOTTOM) 12' `AIA NIA 4(BOTIM) 9' NIA NIA 4(BOTTOM) 9' NIA NFA 54(10") 12' NIA NIA 5A ove) B" NIA NIA 54(10") 3 t/2' N/A NIA 5(BOTTOM) 4" NIA NIA 5(BOTNTM) 3" NIA NIA 5(BOnOM) 3 112" NIA NIA 6(BOTTM{) 4' NIA NIA 6(807700) 3' NIA NIA 6(80TTOM) +60.0,-60.0 1112- N/A NIA 7(BOTTOM) g'-.p' +40.0"40LO 3 1/2' NIA NIA 7(8ONOM) A8-0 +90.01-900 J" NPA N/A 7(80TTOM) 7•-0' UP TO OR NP TO UP 70 UP TO OR +B0.0,-900 NIA f?" 6' 8(TOP) 1E S +CAA,-60.0 NIA 12'• 0'• 8 000)• }2'-6' +100A,-130.0 NIA 12" 6" 8(TOP) ass NIA 12" 6. B(BOTTOM) NFA 12'• 6"r 8(BOTTOM)' NIA 12' 6' B(BOTTOM) . NIA 1z` 6' 9(YOP) NIA 12` 6' 9(707'0 NIA 12• 6• 9(TOP) 1t' N/A NIA 9(BOTTOM) 72' N/A N/A 9(BOTTOM) 9' NIA NIA 9(BOTTOM) J 112' 141A NFA 10('8077003 ¢' NFA N/A 10(BOTTOM) J` N/A NIA 10(BOTTOM) 9" NIA 9" T fA(NP) 12' NIA 10 112` IIA(TOP) S. NIA 6' 11A(701-) NIA NIA NIA 11(BOTTOM) 4'- MIA 4.- 1t(BOTRTM)ss NIA N/A N/A If(BOTTOM) 6' NIA NIA f3(TOP) 12' N/A N/A 13(TOP) 6' N/A NIA 13(TOP) 3 112' j N/A N/A 13(BOrrOM) M-1- NIA NIA. 1J(BOTTOM) J" NIA NIA IJ(BDTTOM) N/A N/A NIA 14(BOri00.1) 4'n 1 ¢-- 14(BOTTOM)•w N/A N1A WA 14(B(T7TOd7) • USE 6'OC SPACING FOR PANEL LrNGW LWOER THW 10'-0"AND USE 12'OC AS SHOWN ON SCROVfE FOR PANELS LENOt1S EQUAL OR SHORTER THAN 10'-O' nr V1UD ONLY FOR UP TD+50.0, -50,0 P.s,f.MAX:ASS CI S(GN PRESSURE 947ING WTH 108'hf-PWA7.LENGRIES Ati R i is <4/"""��i� \C EI1S' / �'' ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO 4�i1(J� .2615 7XTFW.INC 0.050" BERTHA ALUMINUM STORM PANEL PRL ,., (2.00° DEEP) DRAWN Br. os/zsFrs IL EG 4 fait. EASTERN42META U7 ROWSARNE , INC pa7E: TILUT TESTING&ENCINEEWNG COMPANY MESTSPALM OFAOIL P1.JU07 u¢.Taa,.se seo.Em,kw w mnorxs.n..xllon PHONE,(561)20-626,1,Fnr:(Mf)841-tri6 15-045 t7f7 V f +M r1L t��yto+' 1Ywa:tw Ti-,s]o iR m.w awwTNG ND . frlr811d11(iILIiN4t Ee-OOD6119 WALLO D Li. 41 P.E. FCORtDA Lit,M1b7 SfIEEf iT OF 17