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Home My WebLink AboutProduct Approval 1/28/2019 Florida,,Building Code Online —�. ..... .r. �_- ' '! k �ry�pj�#j/,/ >I�i%1�]� NFi9■p�5 '3 r lro" C.'l�s.A NLtiuPc''�4 Air',—di �� -s� � - _ -- -� ��_�X4z.,... '.."TM.'.,a,,...a:�`.,.;.�abS.7,} �•r:..fd�:.:l._��'�! SCIS Home ':. Log In ! User Registration I Hot Topics Submit Surcharge i Stats&Facts Publications ,Contact Us 1 BCIS Site Map Links Search M Product Approval USER:Public User d,b pr i ProductApproval Menu>Product or Application Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • : Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 4. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 1/3 1/28/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products .........._..._-- i FL# Model,Number or Name Description i1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and I (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. I Approved for use outside HVHZ: Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,, loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF j Created by Independent Third Party: Yes 1850.2• Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC. j Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max. span is 13'-2"for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS, INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party:Yes I negative ASD load for HV2 blade w/o window blade. See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. —_._.............._......__—_.__....._................ _..._...._—.—......__......____.-......._........._...._........................-...._._....__.__....._...................._..._._.._____.._.____...—....................._..-..............._...`__.---........ 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 11 1 Only(HVHZ)- Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. i Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC locking rod configuration for the HVl blade, 8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party: Yes psf for metals stud mountings and 8'-0"for 110 psf.for HVl and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Ba[k t3ext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyrlght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �Gtaek https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3 f L ECO u se WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.F.License No.44167 FL F.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shiner Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 51620-3, 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 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EV ODENCE SUBMITTED: 2.1. PRODUCT EVAfLlUAT90H DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), `ult�,J,a,,"BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,n � !� Widow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, ' and.s�0 "-bj Walter A.Tllit, Jr., P.E.;dated 08102/17.This drawing is ahint ral a is luation Report. 1'VO. 4 167 i . ZA 6355 N.W.36th Street, Suite 305,Miami,Florida 33166-Phone: (3Q fax: (305) 871-1531 /bA90R8Q PRODUCT EVALUATION REPORT NO.17-0802.01 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E.Grate Jr., P.E.,as per ASTM E 8. Report No. 11 CM- 223, dated 0310412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/1112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report#0505.01-08 signed and sealed by William R.Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015).,Pdf ff' =,) .4/07, signed and sealed by Joseph LaboraDoldan P.E. ��'" , '; ... .. Tensile test as per QC metallurgical Report ®�8 1Vt � e "21, 2008 signed and sealed by Frank E. Grate P.E. as Rbr ASTM . 4416 ,e tq/4 i nr g,t PRODUCT EVALUATION RE,PORT NO.17-0802.01 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103,equivalent as per letter issued by Sabic, dated 7117/08, addressed to Eastern Metal Supply Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3.STRUCTURAL ENGINEERING CAL CULATIIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSPLE EMPACT R EMS`IlTAMCE: 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. WEND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-122 at detail "Illi" 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 # 17122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be. as indicated on sheet 19 of 20 of drawing#17122. 5. WSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation. Document(P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on shepl.1�9�of 20 of drawing # 17-122. 00060 �tR A. 1 'ate a v y ` ***AORWI.•= 57ONA ,� ,�$; • ..... n nl3 PRODUCT EVALUATION REPORT NO.17-0802.01 4 6. MATE PAL CHARAC ll ERISMS AND SPEC0CATIOMSe Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.),drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 17-122. 7. LEMS ATHOMS AMD CONDMOMS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document(P.E.D.), drawing No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 17-122. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida (License No.44167), President of Tilteco, Inc. (Florida EB-0006719). �f�IQB/$$/�✓YFjyd�b Wpl P JA g� 'CeP Y ail Y5 167 OF `� t IAIAI- .. ' GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTE`.?MAY 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(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. AREA 1: HV BLADES n& 61A IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN ININD LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE N/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20, GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS VM USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 2i-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE HOInONEO CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE(D(I0214.01-03,#D715.01-01#1004.01-05.#1214.01-05,;"103/7.02-06,#0609,01-10 AND#021MOi--lI AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS � &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. - AREA 21 HV BLADE p AND HV WINDOW BLADE LIAV -HV WINDOW BLADE (A #0505.01-08 AS TAS 201,202&203 PROTOCOLS AND 8725.01-08 AS PER TAS 202 PROTOCOL WHERE APPLICABLE) 2.HV BLADE 0 AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19, TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 -INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCRONS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND# 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-5, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 71 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O: 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5.458,179 ISSUED TO END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT ECGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3• HV WINDOW BLADE A ONLY 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL KV AND HO LOCKS, TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4• HV WINDOW BADE M ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL SND WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE FR0M THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA jtlj SITE SPECIFIC PROJECTS SHAD.BE PREPARED BY. FLORIDA REGISTERED ENGINEER OR ARCHITECT TED WILL BECOME THE ENGINEER EE RECORD UWJ1T.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBI.ITT TO THIS LATTER SHE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL RE-D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 1T. iLIYMFlilfffii�s� T! 's FLORIDA BUILDING CODE (High Velocity Hurricane Zane) 111. �•,•.1C• � Rf O 2017 EASTERN METAL SUPPLY,INC. V .�, BERTHA HVTM Ti Vic�6 , . Q,,�,. Accordion Shutter System ' j�{� N.V. #1 W/oR W/o H.V. WINDOW MADE b *'•, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ftFV.No DESCRIPTION DATE DRAWN BY: MJ- C: 6355 N.YI,361n.St..Ste.305.VIRGINIA CAR0015,RaROA 3316 Association, Inc. 1 OLD 15-OBa 6/02/17 DATE: 06/02/17 '�.••`1 �''U 4268 West Roads Drive + Phone:(305)871-1530.Fan:(305)871-1531 2 ••••'•• t��,r a-rnai1:tiftecoOoWscm West Palm Beach, FL 33407 3 DRAWING NO ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 .• WALTER A TILLIT Jr,P.E. P.E.';6i/MNATURE/DATE FLORIDA U.#44167 5 SHEET 6 1 OF 20 4.660' I•"�'—� 14"-20:1/ 1/4"-20 DIE GIST w 4.57fi" .745- 2_293- t 0.334' T HE?D THREADED ag-,ENAMEL 2sa y` 745" �� o yNe �i q/ SJ4.Ty'.) c Tag-,PALATED 'HRSEADEO DIE CAST Caa,{ I XOUSiNG ENAMEL (y a• I 1- PED PARTED ;�; N� °m �ED 'S'URN��os2� '1 r.�1.3 5' ! 6 { .a1LBRASS CTUNDER BRASS CttJ' - _./. --' L srs64•Y 7 o np�f , CD J�_ 1 325" m=j f. HV LOCK (CHROME �Q �tV REGRE ) 21,, HV CENTERMATE QUALIFIED FOR USE L HV BLADED&'1AI ONLY 2, 6063-U ALHV IO GA oENnTfP RMATE 1231-HV CO ER ATE ' ke DEQ& n�ONLY. BLADE(D&S LOCK. �. _ _ 3023' 875` QUALIFIED FOR USE W/ HV QUALIFIED FOR USE WJ HV 6063-T6 ALLOY AND TEMPER QUA ED FOR USE tV/ IiH BLADE 1 & to ONLY _ @ ONLY. RN N R QITALIFIED FOR USE W/ HV BLADEUONLY 2 0' .0. _ 2.874- 6063-T6 ALLOY AND TEMPER PLASTIC HEAD of 1.756" .922' ;32- MOLDED TO nI m �i '-f 4.45• SCRElY '; r -^• "AFTER RUETING aD•` o p6 m tP .8 5" ry 1= o ,0 0 0 ;ncj rr EFO —TING B zs N \� �� n 1/4"A-2 0 x 3/4 4"0-20 RIV UT* rj hf I S.S. T UMBSCR .L ml I 5 ALUMI:IUld(2024-T3 ALLOY)URGE FLANGE THIN -1tCE ( n m S NUTSkTJ;fRT A 0820,AS MANUFACTURED 13Y ANDEL I o i 2.750- I 1---�pIAN h FRONT E ATfON 82- CHERRY 7E7RORN,P�A�II hT,NflY JERSEY 07054 OR EQUAL �S H E "T" LOCK CE MATE „s'6 0 HV "T" HV LTERN LOCK 7) LOC FOR " " CK CE ATE ALIFIED FOR USE W/ HV BLADE ) Y 291 V F LE T LO C NrRMATE ® QUALIFFED USE 6063-T6 ALLOY AND TEMPER '`'� QUALIFIED FOR USE W OU IED FOR USE WJ HV BLADE(I)ONLY ALIFIED FOR USE W/ HV BLAD£(SI,ONL W/ DEt'1�ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' X75 1.917 1.917' 3.161 n R I3, X.CY Q. 063" RNO RP ,p21 .063 YUND' ^'� a 14' N .0 0.875'Min. 1 ,125'Max. 31 CE AEW O LO /N^'G ROD C21 CEN ER T IOC i G b EQ ^I 5 °� j UALIFIED FOR USE W/ HV BLAD & `"� QUALIFIED FOR USE W/ HV BLADE 1 & ) I 4- 6063-T6 ALLOY AND TEMPER E TERM//T 'S SERT ( o VAR ES, 12 MI QUALI 6 D FOR USE W/ TEBPER Y"1&tt'9 ! o » u, o 1/4'0-20 S.S.:O�R:3/8-�:-16 7.130' mTHUAIBTURN ACETAL THUMBf 31/2' I :� CYLINDER(SEE DETAILS) iv� ( OR KEY 1.57 Min. CYLINDER �,�,..Zt 1 LOCKING. RObO 1/4-0 HD LOCK QUALIFIED FOR USE W/ HV BLADE 36. IAV 3/80-16 ACETAL IS7 HV 1f4" O-20 AISI 304 BY REG vT HARDI'lARE MORTISE LOCKS SERIE�233?_HO BOI.T_I M- -- 6063-T6 ALLOY AND FEMPER (�•}-Iif�ss{�'RE�5f5 �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BADE 1'& 0� Q $5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE Cl) QUALIFIED FOR USE W/ HV BLADE�1�) DME, AT TRACKS FOR PROPER EMBEDMENT t7fNrurnrrs� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) (D 2017 EASTERN METAL SUPPLY,INC. EN BERTHA HVThi -- Ansa 1 L E C O tH�. , , , , Accordion Shutter System rLv. BIME#1 w/OR w/D RV.vltNarw BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION GATE DRAWN 8Y: LLL HIC/tjf 635 N.W.361h.St.,Ste.3D5.M06NA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 15-080 8/D2/1DATE: 08/02/17 RID Q t Phone:(305)871-1530.Fax:(305)871-1831 4268 West Roads Drive 2 DRAWING Na t West Palm Beach, FL 33407 e»mal: 0096QaoLOom 3 --fsJ,,�'•••^""``�G\��111tt EB-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 17-122 IQI �l t1 WALTER Z ALLIT Jr.P.E. P"E:.SyjGNpTUFi�JDATE FLORIDA Lie.19 44167 5 5HEE7 s 3 OF 20 I» +3 _ *NOTES ON HV LOCKS AND CENTERMATES: r3�J« ax I`1,a'i13kx1S @2 1_-4)- 1. MANDATORY CONDITION+l1: ONE HV LOCK @ or S SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN —8.if� 'i�S, OR 12"ABOVE ORB OW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY 5 T u §' °" �l ELEVATION. W LOCK�or 2`MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO RJ OR 6 3-5' ,�mG. 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 �` d�.:� `l� TYPICAL SHUTTER ELEVATION. CONDITION Ni 2. LINIJITED IMINDATORY CONDITION J2 (VALID QNLY FOR FLOOR EI INP I SyMI.AT10Ns. TWO HV LOCKS „�OR+2 OR ONE HV LOCK OR W/TWO 05.C4). 1 t l ` LOCKING RODS AT TOP & BOTTOM SHALL BE USED F R ANY SPAN AND INS'TALLATIO A7 ANY ELEVATION. 8)ox J ve HV LOCK Q�OR @ SHALL BE ATTACHED TO J OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER .fF MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL (U-6) ` yC V /40_AID--!Vvr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE y3 ON SHEET 12. V DB-Nva j V 3.OPTIONAL(`QNDITION 81: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV IV-H t/ LOCKS,2Q,U OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 123 ICS)'. C47 J � LO Q2 SHALL BE AS INDICATED ON NOTE (1)ABDVE. 2�oR 5'a R�oR�4 �' °"� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N � l ' 4. OP71ONAL CONDITIQN #2 WLID ONLY WHO RY CONDMON-JI OR LIMITED MANDATORY CONDITION aHco {s USFO W,jTWO HV LrN:KS)• LOCKING RODS -, ARE NOT REQUIRED AT URRtCANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). NDc-xvc has p— 5. MANDATORY CON ON 412:ONE HV LOCK� t23 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN V >Sx AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or'67 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 03 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS ( AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION." MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. ST ALTERNATE TO MAN Q ONLY FOR W LO MATES OR�� ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 21 or FOR ANY SPAN AND l C. cGo t -1Q. AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4"S.S. THUMBSCREW TO 2.�,OR qCENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO L4 LOCKS AT 1/3 OF SHUTTER SPAN. I 7. MANDATORY CONDITION 03 FOR KEYSTONE MOUNTING INcrAL ATiONS• ONE HV LOCK 23 or C9 or @ SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION ! ( TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK I&or C$or @ MAY BE USED AS AN INSIDE OR DETAITYP. FLS 014 & 0 F E x 1 J x L u f P a x v w x OUTSIDE LOCK,ATTACHED TO Q or,@ SYMMETRICAL CENTERI,IATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. 18 SHEETS 11 ') s M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON T (§ HEIGHT. SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/((( HEIGHT. `'-�.`�.' � � OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. BNur+aEo moTN { CENTERMATE *NOTES ON Ff T LOCKS AND CENTERMATES• �loR�on�+�oR�GB10+t13)on � 1. $COAD ALTERNATE TO MANDATORY CONDITION Ot VAllO.ONLY FOR_HY'f'LOCK��_.�D CFNrFR_ M _58 PND ONE ALTERNATE HV-T"LOCK 60 MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 25 FOR ANY SPAN AND 1 O)«�15!aa 17-11@+oe 17«(l�aa -""� INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK - iC, AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT r. !" OF LOCK 60 INCLUDES USING REINFORCING LOCKER fL�,AS SHOWN ON SECTION HVG, SHEET 91 WHICH MUST BE C+l�+ Da •�-@8,1 s CONNECTED TO CENTERMATES 0 AND @9 W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8.0 x 3/32" +,�ox 1i�''+$+� +7i WINGNUT OR W/ 1/4"+a-20x1" S.S.M.S. INTO A 1/4"0x 5/8"RIVNUr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MID TWO 8+�8}GRIL)«Q3--C1 1+C5✓-099 ax CZ Cfig1 *NOTES ON HD LOCKS & CENTERMATES: 1. HD l0-��g•,,�-HD MAT �1 OR� / : ONE ALTERNATE HD LOCK(3D MAYBE USED IN LIEU OF TYPICAL �; HV BLADE SHUTTER ELEVATION HV LOC3{S{24 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK'i4 MAY 8E USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 0,15 W/3#8 x 3/8"F.N. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT aAS SHOWN ON SECTIONS HDB-HV ANDYiDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12-MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS IS,IS COMPLETELY OPTIONAL. Itttjr777i"r��> FLORIDA BUILDING CODE (High Velocity urricane ane) F,i �a• ....... U 2017 EASTERN METAL SUPPLY,INC. x1' � NsBERTHA HVTM /—'—ri—'Lr—EcA '' S`i A y O �H�. _ , Accordion Shutter System H.V. BLADE#1 W/()R W/o H.V.WINDOW BADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LLL TILLIT TESTING & ENGINEERING COMPANY (?F Association, Inc. 1 OLD 15-680 8/02/17 DATE 08/02/17 `! 6355 N.W.3611,.SL,SW 305•VIRGINIA GARDENS,FLORIDA 3316 .'� •,_ /t1 n,..w ('+ t 4268 West Roads Drive 2 Ph...:(305)871-1530.Fax:(305)871-1531 DRAWING No •".'tsn 5 a-mail:titteca0aoi.aom West Palm Beach, FL 33407 3 /p1VA� ��\1,1L A EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-122 p• WALTER TILUT Jr.A.E. P.E"SFAT.�&I6I'ViiE/DATE FLORIDA Uc.#W67 5 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE -1/4"0-2Dx3/4'S.S. POURED CONCRETE- CONCRETE ANCHORS REQUIRED BLOCK7 CONCRETE ANCHORS rl MACHINE SCREWS CO CONCRETE REQUIRED REQUIRED CONCRETE ANCHORS f(SEC SCHEDULE ON w. (SEE SCHEDULES ON W/ 1/4"-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETS 13& 14A) NUTS 0 12'D.C. C1 .R(l 4 1 Lfin. 1/4'0-20.3/4"S.S. ------ OR@ EO ED MACHINE SCREIVS tr-EQ ED- USING 1/4--20 NUTS 2' 0 12"O.C. 14 15 ------ 13 OR .250'M... L_@ A!GR"�'�" i E.P.- . @ ;7 E I D.. r MO. E.I D r .250" F' 14T OPTIONAL OPTIONAL ,AN.sEPARAncN ARAT ON SCHELRk£ONz (SEE SCHEDULE:ON 11 FOR „AND )OR 6Alo EXISTING TO GLASSI TO GLASS(SEE MIN.SEP I ION SHEET 11) ON SHEET 19 FOR T AT GLASS MIN.SEPARATION a'ST"' TO GLASS BLADES 0&QA) ON— Lill 7—(SEE SCHEDULE EXISTING ) SHEET 11) GLASS--iH V WALL HEADER INSTALLATION (-A 'HV LWALL HEADER INSTACLATION Imo`WAL-L 'HEADER lN_S-TAL_L4*Tl ON EXISTING EXISTING N GLASS T------- GLASS MIN70 ( TD GSASS(SEE OOR (12io EXISTING i.CLASS SHEET CLASS (SEE SCHEDULE ON SCHEDULE ON SHEET U 1) 11 FOR BLADE I AN[ MIN SEPARATION 0*4 1 1 10 CLASS 9 OR OPTIONAL BLADES I & —(SEE SCHEDULE ON SHEET 11) El-' 1/4-j E. Max. OPPOWIL @ OR @ E. ------ 2 OR C14) Min --(D �i___ PHILLIPS1/4 2013/4"S.S. TRUSS HEAD 1/4*0-20x3/4"S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCRE%VS \-CONCRETE ANCHORS 1/4.-20 NUTS 0 12"O, _(EE SCHEDULES ON W1 1/4--20 NUTS 0 12-O.C. (SEE SCHEDULES ON IAin. POURED CONCRETES SHEETS 1.3& 14A) POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK IRS REQUIRED WALL REQUIRED :(6',,,----�LV-WALI:-SILL--INSTALLATION • (SEE SCHEDULES ON CFj HV WALL SILL INSTALLATION POURED CONCRETE— SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED HV I WALL '5WC INSTALLATION NOTE FOR COMBINATION OF SECTIONS: E.11- EDGE DISTANCE INS ALLATION DETAILS Wf I- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED BLADE Q_Al ON SHEET 19 rl) HV BLADE IN ANY WAY To SUIT ANY INSTALLATION FLORIDA BUILDING CODE (High VeroCity Hurricane Zone) IT- 'n . .......... 2017 EASTERN METAL SUPPLY,INC. 3E' BERTHA HTIA Accordion Shutter System 71�.. % 7-o c , AS An /17L E H.V. MADE#1 W/OR W/O Hv WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems TEVNv DESCRIPTION DATE DRAWN Bt MA. STATE o� Association, Inc. I OLD 15 )3/02/17 MATE. 08/02/17 FLOROA 3316E OA Phone (305)871-1530.Fax:(305)871-1531 4268 West Roods Dfi�o 2 IUHIUV%•.^ W: West Polm Beach, FL 33407 DRAWING No .......•... EB-0005719 Phone: ($00)432-2204 . Fox: (561)209-8380 —122 % YALTERB A'TILUT Jr.P.E. 4 17 FLORIDA Uc.#44167 5 I RE,DATE SHEET 6 6 OF 20 POURED CONCRETE ANCHORS i MNL OR CONCRETE- `7 (SEE SCHEDULE ON SHEET 13) 10 CLASS REQUIRED 1r>a SUE A- EDGE OF FOR Utz t to cuss i SLAB IF ON SEEF Is • r_-•--�-E.D.* APPLICABLE EXISTING sMcr n) to GLASS EXISTING (SEE$C�ZEPU014 LE rnl Irl GLASS GLASS----I ALTERNATE-, #10.3/4*HEX ANCHOR I, WASHER HEAD LOCATION I iTEK SCREWS @ OR EXI G 3/8*All GO'NCRETE ANCHORSG (SEE SCHEDULE ON SHEET 13) ED ED iEDGE OF --�LAB IF EDGE Or APPLICABLE EDGE OF SLAB IF 1/2°-i-- --)'.... APPLICABLELA E.Q. L--E.Q. I I GLASS SLAB IFEDGE 01 0 APPLICABLE EO' APPLICABLE To MASS(SEE D� L I POURED 'a GLASS 1 OR hX* CONCRETE I CONCRETE POURED_j D. E. D.. REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED LFLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) s' HV"-GELLING'"INSTAL"CATION' (R'-HY FLOOR—I NSTALaTI 7kt-A[LdlCN, 01 TRENCH INSTALLATION 1 VAUD ONLY FOR UP TO +70, -75 PSF IILS.D, DESIGN PRESSURE RATING & FOR SPANS PER X SCHEDULE#4,SHEET 11 !'t HE S SHEETS 14& 14A) 0 EXISTING 'j� MIN.SEPARATION EXISTING TO GLASS EXISTING ON T 1;. - ($CE SHEET 11) THIN. SEPARATION wa A'; GLASS �!"i �t -4 GLASS GLASS —(SEE SCHEDULE —<SEE SCHEDULE 'I— I Mv BLNLDix TAMN W/ LE ADVANC THREADFORM SH U 1 0/ OLOGY M 1/4'B m n4ESS I W/ /4" TAPPER+ MIN.FXSEDIJENT®8° 1 4 OC.F R UP 70 6'-0'SPAN AND OR 1 Ox3/4"HEX I FOR SPANS LARGER THAN @ ifi E. WASHER HEADII AP TEK SCREWSE.I D�- T-- SEY AT EVRf FASTENER HEAD Q 12"D.C. (M) N'On:tt ON SH:ET -0 UP TO 8'-Cr V� PLY '7 0140/4" HEX HEAD -SO.S. I R '3/8 TEK SCREWS 0 9"D.C. i 1 1 3/8' FqR rIATIONS/) MAX. CONCRETE ANCHORS #14x3/4 1/4 1 co .—zi- I vil Nur IG 9'O.C. SCHEDULE ID i g, OR 1/4-0-20 S.S.M.S. 9"O�C. Mo.. '/2- (SEE ON SHEET 14) /2 ------ 17 oR 18 1/2, 1"- 3/4*SS M USING 1/4'o-20 Nurs 7 a 12^ -#14x3/4'F.H.S.D.S. Co.4.NON CONCRETE AANCHO SEE NOTE i2i(b) 0 9*D.C. 12.00" MIN. EXISTING NON STRUCTURA.L POURED CONCRETE---1 (SEE SCHEDULES ON ON hHttl I -WALL TRIM(DECOIAm SEE NOTE 13(6) SILL) OR CONCRETE BLOCK SHEETS 13& 14A) POURED CONCRLTE ON SHEET 1 7'1 E.D. REQUIRED OR CONCRETE BLOCK EDGE OF ( -- ' _POURED CONCRETE ;=j—POUREO 7 -WAD:TLOOR—INSTACLATION REQUIRED REQUIRED CONCRETE- SLAB IF APPLICABLE ED tg 1-12OZAINGUARD INSTALLATION KEYSTONE MOUNTING INSTALLATION NLLWAUM A.&D.DESIGN PRESSURE:+64,-72 psf NOTE FORE gDMV&AM OF SECTIONS, ED. -EDGE DISTANCE THIS �INSTALLATION SHALL BEMAXIMUM SEE US MAXIMUM SHVrrER SPAN 6'-0' REMOVABLE WHEN PERFORMED OF 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 73) ADUA.'N'TO PERABLE EXIT BLADE SHEET 19 USE FOR INSTALLATION DETAILS W/ T HV BLADE ASSEMBLY OR ENTRANCEAN 0 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) K- 114,/ 2017EASTERN METAL SUPPLY.INC. % BERTHA HVT,.t Shutter System T7i LTEC0 ,u-. A \ A.S.S.Aft KY. MADE#1ccordion W/OR W10 H.V.WINDOW RADE Shutter Systems REV.N. DESCRIPTION American DATE DRAWN BY: M.L. I OLD 15--OBO 03/02/17 DATE 00/02/17 TICCIT TESTING & ENGINEERING COMPANY :ct ME,N.W.369,.St.,St..-105.VIRGINIA GARDENS,FLORIDA 3316t TATE OF Association, Inc. 'N ph- (3D9)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 R 71 DRAWING No 'v _Iacil:URAG*Q..j_. West Palm Beach, FL 33407 3 ...........cxx- '% E13-000671,9 Phone: (800)432-2204 Fax: (561)209-8380 —4 17-122 Z WALTER A'TTLUT Jr,P.E. FLORIDA tic.0 44167 5 SHEET IR 6 7 OF 20 9V /i�';E SEE END WALL CONNECTION DETAILS ON SHEET5 10 18 SEE NOTES ON LOCKING RODS3( ,HV LOCKS(D erQ OUT 90 I N I N ST,4 L LAT I O N S W/ HV AND ALTERNATE HV LOCK ON SHEEP 5. —EXISTING GLASS �} **BLADE SLACK DETAIL HVF IS VAUD FOR ALL I Q H V C£N TE R M AT£S CENTERMAATES APPLICATION WITH BLAD9 i �°ft�°PQ*QQ�BatD+tai OR 23 SEE END WALL CONNECTION i 0+ 6-1©+ tai oaL l+1�w —EXISTING GLASS DETAILS ON SHEETS 10 & 1$ _ z"xz"xi/B xo'-2' ®«V Joa Q•L/aa i 9+i 5 a�g 1r—_3 i/4 7"__ __—_6 tlz 7- ———— — I (6063-T6 ALLOY)ALUM. 1 I OPPOSING SYMMETRYCAL 1 ANGLE W/(z) 1/4"o TAPCON 1/2" , ANCHORS TO CONCRETE t ! CENTERMATES CENTERMATES MIN.SEPARATION I (TOP/BOTTOM)& #1Ox3/4"S.M.S. ® 12" i i � - ! (4)#10x1/2•s.ft.s.ro TUBE—1 J� O.C.FULL LENGHT. �• 1_�!'j HV LOCK -4 or 5 W j HV LOCK 2nd Oe To GLASS AT EACH ANGLE.(TYP) + � �_ (SEE SCHEDULE ON \I I 5 /' IN �/ 1 3 SHEET tl) -- — ---- I - 4 ---- , — - -- ------ — --—� — — — — — — T-1 �.'^. (D NM O - 2 HVB {}uT �S= HVc tG+15 oat 13 oa 17 �a HVA a6a �,7 oa a6O 18 I 4oa a �+�1S as POURED CONCRETE OR EXISTING GLASS ICONCRETE EOL E E BLOCK WALL «Q Q+� a«� EXISTING' S $oR $on 8 ]ax --�• e——— —--—---- — � -- — —--- �� cross � SYMMETRICAL 6 + 17 oa 66 +� ,_,��* I� M6N.SEPARATION .111, \�8)=�oR t 9+ loa tag+�aaa9 '�ExSTINL(D CENTERMATES �J f 15= I�8 oa 1( +®oa®+O7 oa TO cuss O j —J GLASS �^ i (SEE SCHEDULE ON 1 , W j HV LOCK 26 OPTIONAL ( 8 8 on 13+13 Da 19+ 5 Da 9 SHEET 12) MIN. CK (INTERIDR) a a o 0 0 0 o SEPARATION ©--, To GLASS EE SCHED SU O \ PTIONAL ON SHEET 11) , (INTERIOR) \ % y . - ~_—__—_ (��-11�)�_ • ^�fI` oV3 5T( _—_ --_—\ --- E- ------- —.--- CONCRETE _- I ANCHORS pAVAR vARIEs. T 34 �UT MAX SLACK 6 1/2 oV ' EXTERIOR) � � HYC HY HVD /\ 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zane `tt1.��,,�i,1.NS�•/�.�� ©2017 EASTERN METAL su��LY.INC. BERTHA FIV �4/6 �—.� 0L, E C awc. Accordion Shutter System H.v �E#1 wj az wjo H.v NiN1XJ4V BLADE American Shutter Systems REV.No DESCRIPTION DATE ORAVM BY: fA.4 TILLIT TESTING & ENGINEERING COMPANYt'Cj.` y Association, Inc. i OLD 15-08D /02/17 DATE: 08/02/17 _' HIM 36th.5t,SW 309,VAiGiNV.WORM FLORM 3376 4288 West Roods Drive 2 L I �,a `,t Phone (305)571-1530.Fax:(305)871-1537 West Palm Beach,FL 13407 ORAVJING NO ,...........•i��4ttt5 c-rnoFIS G0W67191.com 3 WALTER A.TILUT Jr.P.E. Phone: (800)432-2204 Fox: (567)209-8380 4 17-122 P.E'•SF,�r �yTktRffOATE FLGRM Uc.g 44167 5 SHEET 6 8 OF 20 POURED CONCRETE POURED CONCRETE _--POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING CLASS % EXISTING GLASS "CONCRETE ANCHOR -,/�:EXISTING GLASS L 2 MIN.- EXISTING GLASS 0 16-O.C. --I- -� MIM SEPARATION j-2"MIN.— MIM SEPARATION To GLASS(SEE SC14EDLJLE ON SHEET MIN.SEPARATION MIN.SEPARATION EO 0, E0 TO GLASS(SEE 11 FOR BLADE(RAND TO GLASS(SEE TO GLASS(SEE SCHEDULE ON SHEET SCHEDULE ON SHEET 0*4 SHEET 19 FOR TO ON SV-ET 57 11 FOR ELADE 10 AND 1/16"x3"MAX 11 FOR BLADE©AND 11 (LOCATE AT ON SHEET 19 FOR (6063-T6)CONT. ELADES 1(1) OA aN SHEET 19 FOR FOR SLADE 0= ALUM. CLOSER BLADES 10&8 n,SHEET 19 FOR BLADES ni-& EITHER SIDE'. PLATE. (LOCATE 1/2" 1 OF AT EITHER SIDE MIN SRI\ OF®) 1/21 1 •%USE 1-OR 2"MAX. MIN MIN xO'-2" flOxI/2-S S.—' (AS APPLICAS1E)x2"xI/8"xO' /2" 'M 10x1/2"S.M.S.. 0 16"D.C. ALUMINUM CUP'ANGLE (6063-16 ALLOY)AT MIDHEtGHT a 16"O.C. 04 -fl/ (1) S.M.S. TO 04& (2)1/4-0 7APCONS A14CHORS TO �IOR�d- 5)-J SEE DETAIL X FORJ WALL AT 1"D.C. (LOCATE AT ttI r�} SIDE CONNECTION EITHER SIDE OF(D It OR qA)* �11 I OR • SEE DETAIL X FOR df-S9 SIDE CONNECTION 0 OR d- SEE DETAIL X FOR-j f LZ TO TRACKS' SIDE CONNECTION , a ,-0.41. Ib-i-9-6. C31- TO TRACKS 1 10.40)-f).@3.-8.0' CIO)- cz�,-S-cs (1 LiD.0, ro 100,•C51 CS,'-0 (CS- L M (D Q-)-@ ex @ -(D-(2) ra,- @51 C& C14-@ W��)-f7) a- ,ffox 13 08-08-07 0.C8,«0.09-03 ` END CONNECTION DETAIL n1 END CONNECTION DETAIL(2} L, END'-CONNECTION DETAIL- END CONNECTION DETAIL 3, POURED CONCRETE OR .Sh,GLASS Ci REQUIRED ONLY FOR SPANS GREATER THAN Z- EXISTING GLASS REQUIRED CONCRETE RI 4 - -T------ MIN-SEFIARARON #10.1/2"S,M,S MIN.SEPARATION 4. TO CLASS(SEE (00 CLASS(SEE ------------- 16'O.C.O.0 SHEET j op 8'OR C;z SCHEDULE ON SHEET • SCHEDLYS 0,11 >Y / C C 0 II FOR BLADE(DAND CONCRETE 1/2-MIN. 11 FOR BLADE(1:>AND --------------! p i aY SH ANCHOR 0 0,11 SHEET 19 FOR a r(103 OR(9,0 R C r C12 S CONCRETE- BLADES E�& A 12"O.C SLADE Cl)& ------ - ANCHOR ED 16" O.C. 2yiMIN, ON SHEET 19 ( F1 1/2z=- - -7— GR(�)CR(JDJ OP 55) ED BLADE(DA C2,cR@oR(9 OR C15 VIEW 2"MIN. 2"MIN. SEE UVITATIONS OF USE FOR of;1 Cz PLAN 1 OR Q (L-Z @-07 C10) q7j'- DETAIL X POURED CONCRETE 01, C101-@-0 CONCRETE BLOCK WALL )- END INSTALLATION REQUIRES 1 01-@. @-C3'-@-08 07 07 HV BLADE OR q4 HV WINDOW BLADE INTO C -411-@-C-�@81-lot 07 CONCRETE OR CONCRETE BLOCK WALL. FEND CONNECTION DETAIL 1 50 Cal ex @9 cq,•@)i-09 CONNECTION DETAIL CA) J�X�A FLORIDA BUILDING CODE (High Velocity Hur6c0ne Zone) �,Avr%PIII /Z - (D 2017 EASTERN METAL SUPPLY,INC, V BERTHA HIRA Accordion Shutter System -T E'o . c A.S.S.A ��p; ri-L E H.V. RADE#1 W/OR W10 H.V. WNDOW MADE American Shutter Systems Eff�t DESCRIPTION DATE DRAVIN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF : - ssociation, Inc. I OLD 15-090 )8/02/17 OATE. OB/02/17 63"N.W.e36th.5L.Ste.=.VIRG=WOEMS,FLORCA 3316C 4268 West Roads Drive U I • none (305)871-1530.Fax:(305)671-1531 West Palm Beach, FL 33 2 DRAWING No oij: 407 3 ES-0006719 Phone; (800)432-2204 Fax: (551)209-8380 17-122 z 1'/A'IFR A.RLUIr J,P.E. 4 FLORIDA U..#44167 SHEET &OLOODATE 6 10 OF 20 50�QLE '2� NOTES: (1)L+:MAXIMUMALLOWABLE SPAN FOR A 0 SEPARATION TO GLASS REOUIRFIAFNTS MAXIMUM SHUTTER SPAN*,L+" OR 1-" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*1+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE OR 1-" (ft.) INSTALLATIONS OR `L-" (ft.) INSTALLATIONS RATING. FOR INSTALLATIONS W/ 1+" OR 1-" (ft,) FOR L-I MAX.ALLOWABLE-SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO AT VI SYMMETRICAL CENTERMATES NEGATIVE A.S.O. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN NTERMMES & @ or(�)�or@ W1 ONE NSTALLATIONS W/ OPPTN THE FIRST 30*-0"ELEVATION OF BUILDING & & W1 TWO HV OR ONE HV LOCKS IAE - ' &)W,/,/ (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. HV LOCK V or(V or @ or HD LOCK W/ T OR OR U LOCKS OR TV, OR NO LOCKING ) 0 % & I NE PCENTERMO�aK OR i SPAN FOR WALL MOUNTINGS OR NO LOCKING ROD)® OR CENTERMATES LOCKING RODS (5 TOP/BOTTO?v RODS W/ ONE RV LOCK 0 W/TWO LOCKING RODS CKING FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS TOP & BOTTOM *(SEE NOTES t it ODS (B 0(SEE NOTES t.tt N1 ONE HV LOCK ® OR (VALID FOR MOUNTING I@ GIVEN A POSITIVE A.S.O. DESIGN PRESSURE INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, I C.NCRET &WOOD OR 0*(SEE NOTES tti) SHEET 7) RATING, DETERMINE MAXIMUM SPAN MEASURED AT BOTTOM OF SHUTTER IS 3". -Rut, MAXIMUM CONCRETE&WOOD �Mu. CONCRETE FROM SCHEDULE. As.. INSTALLATIONS CONCRETE&WOOD INSTALLATIONS 0 kso. INSTALLATIONS ASb. INSTALLATIONS DESIGN GIVEN A NEGATIVE A.S.D. DESIGN VESIC. POSSMN 'DESION FRESSUR RMSE'Re WALL MOUNTINGS RESS RE PRESSURE FLOOR/CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM RATING FLOOR/CEILING & RATING RNONG MINIMUM SEPARATION 10 CLASS SCHEDULE, 'R RNONG NTING -'FROM SCHEDULE WALL MOUNTING MOUNTING G .0 FLOOR/CEIUNC MOU OR SPAN'L SHUTTER W1 ONE LOCK WITHOUT LOCKING RODS (P.J.) �) FKLCCR/CFJLIN MOUNIINGS FU00R/WALL MOUNTING OR-) C+(P.R OR-) ('I) (,�% L+ (ft) L-III) L+ (ft) L-(ft) L+ (ft) L-(ft) L+ (ft) I- L+ (11) L-(Q) FINAL MAXIMUM ALLOWABLE SPAN IS EDUAI 30 13*-2' 16,-0" 16,-0" 30 12'-3" 14'-9' 30 131-1" 16'-0" 30 13'-2" 16'-0' TO THE MNtMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W/ I.- . BETWEEN "L+'AND SYMMETRICALOPPOSING -35 12'-B" 14'-10" 12'-8" 14'-10" 35 ll'-g- IN-8, 35 ---1 15'-7" 35 12'-S' 14*-10* 1 SPAN CENTERMATES CENTERMATES 40 12*-3" I3'-10, 12*-3" ls-lo, 40 1V-4" 12'-9" 40 12'-2" 15,-2" 40 12'-3" I3'-10" (3) PROCEDURE TO DETERMINE MAXIMUM - 45 11'-11" IS-1, IV-11, IS-l" < 45 111-1" 12'-G" 45 IV-9" 14,-3" 45 17'-7 1" 13,-1, SPAN FOR COMBINATIONS IN BETWEEN 105" 3 3/8-s 4" - 12'-5" 17" V-7" 12'-5" so 21-1. WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 1 V`- 10,-g" 111-5, so 1 V-6" 13'-7" 50 ll,-7" 1 _>105'TO MAX. 3 7/8-. 4" 55 111-4, 71'-10" 11'-10" 55 10'-6" to'-it" 55 IV-S, t2'-71' 55 111-21 lv_IO. FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED - 60 Il'_O 60 10'-2- PRESSURE RATING: - 60 11'-1' 1 V-4' I V-O" I I--4"- 60 10'-3" 10'-5" 12'-4" DETERMINE: USE 2 1/2^FOR No LOCK Q)+ 40. EQ ORQ To' Li+-MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CE ERMA S. 65 lo'-10" 101-10" 10'-7" I'D-10 65 -0" 10'-0' 65 101-9" IV-11, 65 W-5, 10*-1' 70 10'-6" 10'-6' 10'-2" 70,-6" 7�O W-1. 91-8. 70 10*-7" 11,-5" 7 11-1. 9-4" INSTALLATIONS. V SPAN FOR FLOOR/CEIUNG 75 lO*-l' TO'_I* W-10, 10'-l" -4- 9'-4- 75 10'-4' ll'-I" 75 8-9, MOUNTING INSTALLATIONS. MINIMUM SEPARATION TO CLASS SCHEDULE: 9,-I0, 11-1. 9'-7* W-10" 9,-0, 9,-0" 80 10'-0"— I'l-W, SHUTTER W/ONE LOQL&TWO LOCKING RODS OR 85 9'_5- 9'-6' W-9, lo'-s" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY W PRESSURE RATING: 90 9'-0" 9*-.3" go DETERMINE- SHUTTER INSTALLATION W/ INSTALLATION W/ 95 91-0. MMETRIC 0' 8*-9" 8,-q, 9,-0, 8'-3* 8,-3, 95 V-10, L- MAX.SPAN FOR WALL MOUNTING SPAN A OPPOSING 100 8'-4" 8--6- 81_1" 100 W-l" 100 91-01, 9'-7- INSTALLATIONS. CENTERMATES CENTERMATES I- — 105 .-4. L2-= MAX.SPAN FOR FLOOR/CEILING 105 W 7,-it' W-4" 8*-4" 7'-Il- T-11- 9 MOUNTING INSTALLATIONS. 2 3/4" 3 3/16" W-4- 7'-11" 110 V-7" 9'-2- MAXIMUM SHUTTER OR LESS 110 7'-7- 2' 7'-B' 115 W-2- -7'-3- 81-0" 7*-7' 115 7'-3- 115 1'-4- W-11" FINAL MAXIMUM ALLOWABLE EPA EOUAI 3 1/4" 3 1/4- 81-0. _7� T_. 7*-6" 120 SPAN "L+"OR "L-" FOR TO THE MINIMUM BETWEEN 'L,+N.ISL2+", ALLOWED 120 6--il- TO-- -4' 120 7'-4" 6"-I1" 8,-g, INSTALLATIONS INTO WOOD "L-'AND'U-" USE 2 15/16- FOR HV 1-LOCK 9 w/ 125 7'-10- 61_8" 7--8' 7'-0' 125 7'-3" 61-8.1 125 8'-0" SHALL BE LIMITED TO 105 130 7--8' 6,-5" 6-9- 13D 7'-l' V-5" 130 7*-10" a,_ill psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE VATH FINAL ... USE 4 1/8'FOR HV'7-LOCK(g 135 7'-7- 1'-2" 7'-4- 6'-G' 135 6'-11" 67-2- 135 7--9' 7--9- MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR W CENTERMATES. A.S.D. DESIGN PRESSURE RATING TO 140 V-11" 7'-3' V-3, 140 6*-10- 5,-11" 140 7'-7" 7'-6'- DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3" 7--1' 6'-0" 145 6'-8" 145 7--5' 7'-3' 150 7'-2' 5-7" 7'-0' 51-10' 150 W-7' 5'-7" 150 7'-4- 7'-C- CONCRETE&MANSORY WOOD 155 7'-0' 5'-5" V-10" 5,-8, 155 6'-6- V-5' ISE 7'-2- 61-9. t H.V. CORNER CENTERMATE#3 MAY BE 160 6,-g* 11-1. 160 1'-5' 5'-2- 160 7'-1' 6'-7* WALL A, B. C. D. E. M. N.0 P.O.R. W-11" USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L� S�k V. SPECIFICATIONS SHALL BE AS INDICATED ON 165 W-10- 1 6'-8' 5'-4' 165 W-3, 5'-1" 165 7'-0 6'-4- 170 6,-9- 4'-I1' W-7* - 5'-I" 170 6'-2" 4'-Il- 170 W-11" 6'-2- MANDATORY CONDITION F2 NOTE#S,SHEET 5. FLOOR/CEILING 175 6'-7'_ 4'-9- 6'-5" 5._O.1 175 W-1, 4'-1' 175 6'-9" 6.-0. 1 MOUNTINGG, H. 1. 11 + J. T. U. W& X. 180 V-6, 4'-I" 5'-4- -47--1-0- 180 .-a. 4'-8* 100 61-8. V-10 tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR'L-"AND MAXIMUM A4S.D. M. ' - DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 W-5- 4'-6- 6'-3- 185 W-11 4-6 185 5•-8 BLOCK SHALL BE UM37ED AS FOLLOWS: 190 5'-4' 4'-5" 6'-2* 190 5'-10' 4-5' 190 61-6. W-6" I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64-72 p.s.f. 195 6'-3- 4--3' 6.-1. 195 4--3' 195 V-5" S-5- AND 8'-0" SPAN, HV BLADE 200 W-2- 4*-2- W-O' 200 1--9- 4'-2' 200 6'-4- V-3- SEE MOUNTINGON SHEET 7. 205 51-o. 4'-1' 6,-0" 205 5'-8- 4'-1- 205 S.-" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ED 2017 EASTERN METAL SUPPLY,INC. is BERTHA HVTM, A, Accordion Shutter System A.S.S.A. Rv. BLADE#1 W/OR W/o H.V.WNDON MMX AW 7 American Shutter Systems REV.N. DESCRIPTION DATE ORAVIN BY, M.L. ILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-050 33/02/17 DATE, 08/02/17 S7*ATr r,r 63ss N.W.36th.St.,St..M.VIRGINIA CAREENS,FLORIDA 3316t 4268 West Roads Del 2 (305)S71-L530.F..:(305)871-1531 — ORA141ING No West Palm Beach, FL 33407 3 ED-0006719 Phone: (800)432-2204 Fox: (561)209-838 — 17-122 VALT ERA TILUT Jr,P.E. Ajfs FLORIDA U..#44167 5 SHEET 11 OF 20 MAXIMUM ANCHOR'S SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS TAPCON WITH ADVANCED SEE MOUNTINGS A.8,C.0 AND F ON SHEET 6 THREADFORM TECHNOLOGY BLUE TAP POURED GONCRETE TAPPER+ 1 A v1ALL HEADER MOUNTING A YlALL HEADER MODUTt u g WALL HEADER 1d0UNT1NG D WAL1 SILL.OUNTING' D WALL SILL MOUNTING G do F WALL ttEAf}ER/SILL SIR _. 'W/ tV/ 4 -- '. W/ 4 MOUNTING ((( G O (PYO A.S.D.DESIGN NEGATIVE LOAD pst S.. I s! A.S.O.DESIGN NEGATIVE LORA(psf) A.S.O.DESIGN NEGATIVE LOAb(psf) 3D 40 60 75 90 120 tb0 205 30 40 b0 75 4D 124 160 205 3O 40 60 75 40 720 tSp 205 36 40 60 75 90 i20 760 205 30 40 60 75 90 120 760 205 30 40 60 75 90 120 760 205 14 12 10 9 8 8 6 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 5.5 8 8 8 8 8 8 7 5.5 Ott LES$ ti t2 10 9 8 6 6 3 14 i2 10 9 8 8 6 6 14 12 t0 9 8 8_ 6 8 ti 12 10 9 8 8 8 3 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8 5.5 14 12 10 9 8 8 8 6� 14 12 10 9 8 8 6 6 14 12 10 9 8 9 B 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 8 8 8 6 7 14 12 t0 9 8 8 6 4 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - 14 12 10 9 8 7 5.5 _ 8 8 6 8 8 7 5.5 4 14 12 f0 9 e 8 4.5 - 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 - 14 12 10 9 a 6 6 8 8 8 8 8 8 6.5 5 * SEE ANCHOR 14 12 10 9 8 8 6 4 14 12 10 9 - 6 6 6 14 12 10 9 8 8 6 6 74 12 10 9 8 8 - - 14 12 10 9 8 e 6 - 8 e 6 8 8 8 7 5.5 SPECIFICATIONS 14 12 t0 9 8 8 4.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 ti i2 10 9 7.5 - - 14 12 10 9 7.5 5.5 - - e 8 8 8 7.5 5.5 4 3 ON SHEET 13 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9 6 6 6 5 14 12 10 9 8 3 - 14 12 10 9 8 7 - - 8 8 8 8 8 7 5 4 14 12 10 9 8 8 4 14 12 10 9 8 8 6 3.5 74 12 10 9 8 8 6 6 14 12 10 9 8 - 14 12 10 9 8 7.5 - - 8 8 8 8 6 7.5 5.5 4 6•--0" 14 12 10 9 a 5.5 3 - 14 12 10 9 8 B 4.5 - 14 12 10 9 8 8 B 6 14 12 8.5 7.5 4 - - 14 12 9.5 75 6.5 35 - - 8 8 8 7.5 6.5 4.5 3.5 - I4 12 f0 9 8 3 -- 14 12 10 9 8 8 14 12 10 9 8 8 5.5 3,5 14 12 10 9 4.5 - - 14 12 10 9 7.5 4 - - 8 8 0 8 7.5 5.5 4 3 74 12 10 9 8 5' - 14 12 10 9 8 8 4 14 12 70 9 0 8 6 5.5 ti 12 10 9 5 - - 14 12 10 9 8 4.5 ^ - 8 8 8 6 8 6 4.5- j,4 .5 - 7'-0" 14 12 70 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 - 14 12 8 0.5_ _ - 14 12 8 6.5 5.5 - - - 8 8 8 6.5 5.5 4 3 - t# 12 t0 9 4.5 - 14 i2 10 4 8 { 54 i2 10 9 8 7 4 - 14 12 /0 5.5 - - - to 12 70 8 8.5 - - $ 6 8 8 6 .5 5 3.5 - 14 12 10 9 7.5# - 14 12 10 9 6 6 14 12 10 9 8 8 6 - 14 12 10 6 - - - 14 12 10 8.5 7 - - - e 8 8 6 7 5 4 - 8'-O" 14 12 10 9 5.5 3 - 14 12 10 9 8 4.5 - 14 12 10 9 8 8 - - 14 11 7 - - - 14 11 7 55 3.5 - - 8 8 7 5.5 4.5 3.5 - - 14 12 10 5.5 3 - 14 12 10 9 8 - 14 12 10 9 8 5,5 - 14 12 8,5 3 - 14 12 8.5 7 4 - 8 8 0 7 5.5 4 3 14 12 f 0 9 5 - - 14 12 10 9 8 4 - - 14 12 10 9 0 8 - 14 12 9.5 - - - - 14 12 9.5 75 4.5 - - - e 8 b 7.5 6 4.5 - - 4 SEE LIMITATIONS OF USE FOR 9,^O„ 14 12 10 6-5 45 - - - 14 12 10 9 7.5 - - - 14 12 70 9 8 - 13 95 4 - - - - - 13 9.5 fi.5 5 - - - 8 8 6.5 5 i 3 - - BLADE to ON SHEET 19 i4 12 11-2-- .5 4 14 12 10 9 4.5 - 74 12 10 9 7.5 - 14 11.5 4.5 - 14 11.5 7.5 6 - 8 8 7.5 6 5 4 - - 14 12 10 6 4 14 12 10 4 7 14 12 10 9 8 t4 12 5 - - - - 14 12 8 65 - - - 8 8 8 6.6155 4 - - 10,-0" 5.5 - - - 14 12 t0 9 8 - - - 1.5 6,5 - - - - - 11.5 8.5 5.5 - - 14 12 5.5 3 14 12 10 6 3 14 12 10 9 6 14 10.5 3 - - - 14 10.5 7 3.5 - - - 8 8 7 5.5 4.5 3.5 - t4 t2 4 4.5 3 to 12 t0 9 5 74 12 10 9 8 _ - _ 14 ii - - 14 it 7.5 - - - - - 8 8 7.5 6 5 - - - 11•-O" 14 12 7 - - E 4 12 10 - - - - 14 12 10 - - - - - 10.5 8 - - - - - - 10.5 0 5 - - - - - 8 8 5 4 3.5 - - 14 12 4 4 iT 10 - - 14 12 10 - - 12.5 9.5 - - - - 125 9.5 S - - - - 8 8 6 5 4 3 - - 14 12 6.5 - 4 12 t0 14 12 10 3.5 10 - - - - 14 10 7 - - - 8 8 7 5.5 4.5 - - i 2'-0•' 14 12 5.5 - - - 4 12 10 - - - - 14 12 16 - - - 9.5 7 - - - - - 9.5 7 3.5 - - - - 8 7 45 35 3 - - 14 t2 3 4 12 8 fi 12 70 - - 11.5 8.5 - - 11.5 8,5 4 - - - - 8 8 5.5 4,5 4 - - - 14 12 5 _ 4 12 10 - - - - - 14 12 10 - - 2.5 9.5 - - - _ - 13.5 9.5 4.5 - - - - 8 8 6 5 4 - - 13'-0" t412 - - - 4 12 - - - - - - 14 12 - - - - 9 4.5 - - - - - - 9 6.5 - - - - - 8 6.5 4.5 3.5 3 - -14 10 - 4 12 14 12 0.5 5.5 - - - 10.5 8 - - - _ - - 8 8 5 4 3.5 - - - t4 12 -� 4 12 - - - - - 14 /2 - - _ - - - 1.5 6 - - - - 15 85 - - - - 8 8 5.5 4.5 - -14 72 - - - 4 12 - - - - - 14 12 _ - _ - _ 8 3 _ _ - 8 6 - - _ - _ _ 8 6 4 3 - -I - - 14•-O" 7 - - - - 4 12 - - - - - 14 12 .- - - - - - 10 k - - - - - - 10 7.5 - - - - - - 5 7.5 5 4 (] A [`' �]4 11.5 - - - 4 /2 - - - - - - 14 12 - - - - - 10.5 4 - - - - - - 10.5 8 -• - - - - - 8 8 S4 - HV BLADE OR \1/ HV G7LAD14 - - 4 •" - - - - 14 - - - - - - - 7.5 - - - _ - 7.5 - - - 7.5 5.5 3.5 3 - - _ \.(/ p� `j�/ []_ _ _ 14 - - - - - - 74 _ - - - - - 9 - 9 - 8 7 4.5 4 3 �/ 1 HV T11/(ItiD01/1/ DLADE 1414 _ _ _ _ i4 _ _ _ _ _ _ _ 10 - - _ _ _ _ 10 _ _ _ _ - _ - 8 7.5 5 4 _ _1414 _ _ _ _ T4 ^ _ _ _ _ 7 _ _ _ 7 - _ _ _ _ 7 5.5 3.5 _ _ _ » - tltlOR�11VV ��7474 - _ - _ 1A - 8 6 8 6.5 4 3.5 _ - IPVI UNISON 74 i4 14 9.5 - 8 7 4.5 - -I rt7rr. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,��F•^,,.r,A� ©2017 EASTERN METAL SUPPLY,INC. \\\\1V�� •l-�C TIS' ��.,r� I.11�1. BERTHA HVTM 9eT- L C d N�,G, A. S.Si.�� Accordion Shutter System H.V. BLADE#1 W/OR W/O H,V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN 8Y: M.L. TJ"i' : 6355 N,1't,3618.St.,Ste.305.NR01NiA GCROENs,naRioA 3315 Association, Inc. I OLD 15-000 /02/17 DATE: 08/02/17 .41 ATE O� .•`f:. 4268 Wast Roads Drive 2 6' Phone (305)871-1530.Fax:(305)871-1531 DRAWING NO ' h`• �'11 e-mail:tilkcoDaoLcom West Palm Beach, FL 33407 3 •, ,�Sy .. r�� i1 Ee-0006719 Phone: (800)432-2204 Fax: (561)209-8360 4 17-122 WALTER A.RLLN Jr.P.E. P'E"7F%y'fidy 4 (LITE FLORIDA U.-#44167 6 SHEET 6 12 OF 20 MIMUM ANCHORSSCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS!POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN Afl�QNQING MQUENG TYPE FOR qONCR 7 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: L POORED CONCRETE (A) TO EXISTING POURED CONCRETE.(Min.('a-3 ksi) IM '(DiWIL kC�IJUNTING- @-CEILIN6 kibU1lJ_TING '_@_FL0OR MOUNTING LEGEND 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.fo-3 ksi) 00 _L D d - ANCHORS SPACING /4'0.3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f*c-3 ksi) -175 0 THREADFORM TECHNOLOGY 1/4"0 TAPPER+ANCHOR AS MANUFACTURED POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 1/4'0 BLUE TAP CONCRETE ANCHORS Yr/CAP AS lAANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(IAin.fa=2 kst) 30 11 40[60 1 90 120 160 20 60 75 90 120 16 205 3 0 1 60 75 0 120116 205 TAPCON WITH ADVANCED S Y 1 5 15.5 14 T2 10 9 6 8 5 1 6 14 12 110 COMPANY OR ANY OTHER APPROVED UCENSEDBOR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 1 9 1 8 8 _9 a a 6 ALL POINTS SOLID-SET (PAirt.Fc=3 lati.) .3'-0- - - - - - - - I- - - - - - - - - 14 12.10 _9 8 8 6 6 OR LESS_14_ 12_10 9 a a 6 1 6 14 12 TO 9 8 8 6 6 14 12 TO 9 8 a 5 5 BLUE TAP W/CAP NOT i4-72- 10 9 a A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS a a 7 14 12 10 9 8 8 6 6 14 12 io 9 a 8 TAPPER+ 11 12 �ILC rl 8 7 �_l 1_1 14 12 10 S 8 IT 11 12 In 9 0 1 3/4%AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2". - - - - - - - - - - 1!4 12 10 9 8 8 6 53' 4!-0' 'i IT ---- 14 6 4 3.5 -SET ANCHORS SHALL 13E 7/8'INTO THE POURED CONCRETE.NO EkiOED?.ICW 14 12 10 9 3 8 6 4 14 12 10 9 8 4-5 4 12 10 9 8 A-2)MINIMUM EMBEDMENT OF 1/4"o x 3/4'ALL POINTS SOLID TO 1, 10 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 10 9 8 5 5 4.5 14 12 10 9 8 6 6 SS 14 1 10 9 8 8 5.1.5 1'MINIMUM FOR ViALLs WITH No STUCCO, 14 12 10 1 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 1 OR] ,I SHEET I 5!_0 - - - - - -I- - - - - I- - 14 112 10 1 9 1 0 1 8 6 14.5 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 120 9 8 7 4 - 14 12 19 9 8 6.51 5 3.5 14 1 12 10 1 8 16.5 5 3.5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1 14 2 To 12 10 9 3 8 6 4.5 14 12 9 1 8 7.5 4.5 - 14 10 1 9 1 8 6 4.5 3.75 NOTES A.1)&A.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 17�5 18,5 It- - 14 12 10 1 8 7.5 5.5 4 14t12 6 ±.5_1.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 6.-0. - - - I- I- - - - - - - - - - - - 14 12 I j��6.5 5 3.5 14 12-!a 9 17.5 &S 3 14 12 ITT 0.5 7 5.6 4 3 t4 112 6 16-516.5 4 3 - (9) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 1 a 6 - 14 12 10 9 8 6.5 5 3,75 14 1 12 10 1 8.5_ 8 5 _±_ - - 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 -L-65 5.5 L - 14 12 10 9 8 6.5 4.5 3.5 14 112 10 1 8 7 5 3,5 3 t/4"0.3/4*ALL POINTS SOLID-SEF ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' -:�- - - - -- - - - - - - - - - - - 14 112 10 1 9 7,5 5.5 4 3 114-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 )2 10 8 V 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 1015 7 5,5 4.5 3'5 - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY14 12 10 6.5 4_== 14 12 10 9 7.5 5,5 4 - 14 12 9 7 7.5 4,5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 5.5.4.6 - - - 14 112 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5� 3NOTES.- - 14 12 110 5 6.5 5 3Z 14+12 8.5 7 5.5 3 - - 14 12 _8 6.515.5 4 3 24 9Z 6 5 4 3 - B.I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP VI/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON%ITIH 1 14 72 9.5 7.5 6 - - 14 12 9.5 8 164 5 - 14 12 1 8 6 6.5 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 6.51 5 3.5 - - - 14 12 10 8 64 5 14 12 8 6.5 5 4 13.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SCUD-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9,_O" - - - - - - - - - - - 14 12 8.5 7 15.51 4 1- I- 0 LONG MINIMUM SHOULD STUCCO 14 .SjU -i- - - - 14 _11 7 5.5 5 3�S 11 B 5.5 4.5 1315 - I-I- EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4 -20 S.S.MACHINE SCREW USED SHALL BE 1 1/2 14 112 1 8 10.5 4,5 - - - 14 12 8.5 7 5.5 4 14 164 7 5.51 6 46 1 EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 6.5 5.5 4 -z-===T4-T2- 9 7 6 4.5 14 117 5,514.5 .3.5 1 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' - - - - - - - - - - - - - - - 14 12 8 6 5 4 1 ANCHORSSHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 104 7 5 13.5 - - - 13 9.5 6.5 5 4 3 10 7.5 5 4 3 - - - NOTES B.I)&112)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 75 5,51- I- I-f 14 it 1.5 9 6 5 4 1 2.5 9.5 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 a 5 - I I-114 112 8 6Z 5.5 4 1 13 110 6.5 5 4 3 - - - - - t4 1105 7 5.5453.5 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9 .5 5 - - - 1,142 1,69.r 6 4-5 4 .3 1 7 4.5 3.5 3 - - - 14 10 7 5.5 4.5 - 11.5&S 5.5 4.5 175 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. .5 97 4.5 14 11 I.Sj 7.5 6 5 12 9 6 4Z 4 1 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0' - - - - - -- - 13 10 6.5 5 4 1 1.5 8,5 ih- - Ti I a 1 4 3.5 8 6 4 3 - I MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR 1-0-LESS THAN THE INDICATED,REDUCE 6 - _:_ i:1 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 13.5 9.5 - - - 13 19.516.5 6 4 10.5 8 5 4 1 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6.5 - I - - - 14 1045 7 5.5 4.5 - - - I I & 5.5 . - - - - - - - - - - - - - - 12 9 _6_45 ACTUAL TAPCON W/ADVANCED 7HREADFORM TECH. FACTOR TAPPER+ 10.5 8 - - - - - 10 7.5 5 4 3 - - - 74 5.5 4 3 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP t2.5 8.5 12 9 5 4.5 4 - - - 9.5 7 5 4 - - - EDGE MIN.SPACING MIN,SPACING a 6 6.5 5 - - - - 10.5 7.5 5 4 - - - - , I HV BLADE OR 3. 4. 14'-0' - - 8,5 - - - E.D. 1 4' MIN.SPACING=3 1/2' MIN,SPACING= 3* 1 1/4' - - -- - - - - - - - - - - 11 .2�j 4.5 - (1)HV BLADE W/ POM CONCRETE CUICRETE SLGCX POURED CONCRETE& POURED CONCRETE pGURDT CONDIDE 9 7 - - - CONCRETE ELOCK 1 .5 - - - .4j.5 3 - - - - 7 5 3.5 3 CONCRETE BLOCK CONCRETE BLOCK TALI E0.=31/2' MK ED,-2 l/f .L - - 1- 1 .5 -5 9 6_5 1.1 - MN E11-3 IIV Mg ED,-2 1/2" KIL FIX�3' 11.5 8 8 L_4 OA) HV WINDOW k9UL .3 1 7.5 - _L-6- 9.5 7 4.5 - - - - -- BLADE WORKING 1 3. 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' - 5 - - 'r. 1/2 81 1.0 - - 0.67 1.0 9 - - - - - 18.5.6's 4 JN UNISON 0.51 To - - - - - - - 0.5 8 5 2' 0.71 - 7 - - - 1 3/4* 0.43 11.5 5�5itd 1 '/2 16'-0" 1 1/2' 0.35 9.5 7 5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tttUL A 0 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTN, Tic ; Accordion Shutter System E i�Lg A.S.S.A. t L' M Kv. MADE#1 W/OR W/O RV IMNDOW RADE - , M. MW BY-. M.L. Systems REV-11. DESCRIPTION DATE DRA TILLIT TESTING & ENGINEERING COMPANY American Association, Inc. I OLD 15-080 38/02/17 DATE-- 08/02/17 `9�STATIC fir 6355 N.W.36th.St..Stc.405.MROM GAVICENS.FLORIDA 3316f • Ph- (305)871-1530,Fax:(305)871-1531 4268 West Roods Drive 2 -- DRAWING Na -0:t1lo.c..f.corn West Palm Beach, FL 33407 3 OO- R ' ED-00%719 Phone: (800)432-2204 Fax: (561)209-8380 -4 17-122 0 FLORIDA Lie.If 44167 5 SHEET WALTER A.TILLIT Jr.P.E. 6 13 of 20 MAXIMUM ANCHOR* SPACING Onj SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.Sn. DESIGN N•f Aj E SPONDING MOUNTING TYPE FOR CrQNCREfE INSTALLATIONS (SEE MOUNTINGS 1.J,K POUR NCRETE ANCHORS SPACINGt EG ND ;T 1Ytd.K OY_A G 11 'REt:CN @RAINGUARO MOUNTING ©WALIJFt.00R MOUNTING ©t9ALLfPOL8 Ot cR MOUIQINC Mp47.MJNCnS�-` _ PSP - 7APCON YQTH ADVANCED (N) SIG NCA LOAD(psQ AS.D.DESICN NEGATNE LOAb(R _ S.A IGN NE 4r S..D IGN NE a L st THREADFORM TECHNOLOGY 30 40 60 75 0 $. 0 40 60 7$ 90 120 160 205 30 40 60 7S 90 120 160 205 30 40 60 7S 90 120 160 205 14 12 10 9 B 8 6 6 12 12 12 12 12 11.5 a.5 6.5 7 7 T 7 7 7 T 5.6 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3•-0„ 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 s 5 5 S BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 12 OS 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER, 72 10 9 8 8 6 6 12 12 12 72 72 t0 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 70 9 8 B a 6 12 12 12 12 I1.5 6.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4•-0„ 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 70 9 8 8 6 8 72 72 12 9,5 8 6 1.5 3.5 7 7 7 7 7 7 6.5 S 5 5 5 5 5 5 5' S 14 12 10 9 8 B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 i+ 12 10 9 8 8 6 6 12 12 12 it 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 t0 9 8 8 6 6 12 12 9.5 7.5 6 4.5 34 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 § * SEE ANCHOR 14 12 t0 9 8 8 6 6 12 12 11.5,9 17.5 5.5 4 1 3 1 7 1 7 7 7 7 4.5 3.5 - 5 5 5 5 5 14.5 13.5 - SPECIFICATIONS 6•-0" 14 12 10 9 8 8 6 6 12 12 12 70 1 8 6 4.5 13.5 1 7 1 7 1 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 t2 10 9 8 8 6 6 12 12 8 6 5 4 J 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 t+ 12 10 9 8 8 G 6 72 12 /0 8 6S 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4S - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 4 3 7•-0' 14 12 10 9 8 8 6 6 12 12 12 9.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 T4 12 10 9 a 8 6 6 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5 5 5 3.5 3 74 12 10 9 8 8 6 6 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 1 9 8 a 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 1 5 5 5 5 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE B•-0" 14 12 70 9 B a 6 - L 12 0,5 7.5 6 4.5 3.S - 7 7 7 7 7 7 ] 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 a - - 5 5 5 5 5 4 3 SCHEDULE n4, SHEET 11 74 12 10 9 8 8 6 12 11 7.5 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 5 4.5 - 14 12 10 9 8 B 12 15 7.5 6 5 3.5 7 7 6.5 5 4 5 5 5 5 4 3 14 12 t0 9 6 8 - 12 t2 9S 6S 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 B 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 4 3 74 12 10 4 8 8 12 ID 6.5 5 45 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.5 - 5 5 5 4.5 3.5 10•-0�[14 14 12 10 9 8 8 - 12 it 65 6 5 3.5 - - 7 7 7 7 7 7 4,5�. 5 5 5 5 5 5 3 4_5 12 10 9 8 8 - 4.5 7 4.5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 - 12 10 9 a B 12 9 6 5 4 7 7 7 6 5 9 5 6 4.5 5 12 10 9 8 8 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3S - - - 12 10 9 8 B - - 12 10 7 5.5 45 J.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 \\//12 10 9 8 8 - - 11 5 4 4 3 - - 7 7 6 5 4 - - - 5 5 5 5 + 3 - - V BLADE ®NLY 12 10 4 8 8 - 77 a SS 4 - - - - 7 7 7 5.5 4S - - - 5 5 5 5 4.5 -12 10 9 8 1.5 8.5 5.5 4.5 3.5 - 7 7 4.5 3.5 - 5 5 4's 3.5 312•-0" 121098 - 12 9.5 6S 5 + 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.55 3.5 12 10 9 8 B 6 4 3 7 7 5.5 4.5 3.5 - 5 5 4.5 4 J 12 10 9 B - - _ 10 7.5 5 k 7 7 6 5 5 12 10 9 8 0.5 8 5 4 3.5 - - _ 7 6S 4.5 3.5 - - - - 5 5 4S 3.5 3 - - - 13._O. 14 12 10 9 8 - - 1.5 8.5 6 4.5 3.5 3 - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3_5 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 3 _ 14 12 10 9 8 9 7 4.5 .75 - 7 7 5.5 4.5 - 5 5 5 4.5 4 [-144 12 10 9 - 10 7.5 5 4 3 7 6 4 3 5 5 4 3 14•-0„ 12 10 9 - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 12 20 9 - 6.5 5 3 7 7 5 3.5 - 5 5 5 4 12 t0 9 - - - - 8.5 65 4 - - - _ 7 7 5 4 - - - 5 5 5 4 _ -12 j1O 9 7 4.5 3.5 J 7 55 35 - 5 5 3.5 315, " 42 - - !85 75 5 4 3 - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 12 4,5 3 7 7 4.S 3 5 5 4S 3.5 - 12 - - - - 6 4 - - - 77 5 - - - 5 5 5 4 - - - 22 - 6.5 4 3.5 - 7 5.5 3.S - 5 5 3.5 - 16• 11 -0„ 12 - - - 7 4.5 3.5 3 - 7 7 7 76 3 - - 5 5 5 5 5 4.5 3.512 4.5 3 7 6.5 4 5 5 § 3.5 - 12 - - - - 5,s :75 - - - - - 7 7 a.5 - - - - s 5 4.5 - - - - - FLORIDA BUILDING CODE (High velocity Hurricone zone 1111j11j �'p!� ©2017 EASTERN 1,1 w SUPPLY,INC. BERTHA HWA Accordion Shutter System .` iL a mc. to . ■ . u w`e H.V. MADE 1 W/OR W/O N.V. WINDOW BLADE /{ American Shutter Systems HEV.No DESCRIP710N DATE DRAWN 6V: I.I.L. ?r C t TILLIT TESTING & ENGINEERING COMPANY Association, Inc. : OLD 15-080_18/02/1! DATE- 08/02/17 6355 11-M361✓t.62.,Sle.305.VlRO1NV.OMOEmS,RORIPA 33tfi 305)871-1530.Fa. 305)871-1531 4268 West Roads Drive 2 `> ( ( DRAWING No • 4JJ t e-mcfl:70tecc©ael.<om West Palm Beech, FL 33407 3. 17 ��(.,�•,!��,��+•:•�<y ttt E8-p006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 -12 2 WALTER A TICCIT Jr.P.E. -.fi:'EV�Ffl/SIG Be�UA�tE FLOGIOA Lic,(f 44167 5 SHEET VtJt{L ••' 6 14 0 F 20 0:4Z 1591 My(0111211 two•fP 20"1 K614H.0 IN7: ice,°YiPI� ..:' t � � -�, •: . 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M p• pppQpQ p ©nQ= 101am i13MMp Q mmQQQQnnasmmQnnQQee�se•m aaa�roo®�ao�sam•mnnettOQnM ED ME 01 ®mMQnnQMom_• ms= oeir�i dQs e�iiAunn�ao � pp�Qonio�naQ°m®0000cQi • Ql7F7QnnnQQ mom nnr�OQnOnQ mmnQQonQu� • rFannoo�oQee�MIMMsaae�no��mpopnnM pQ ® ORE ME�WHOMMI i�F O ®OONQnIZ��E�QC=MM= �mn®�inQ m�QnnQ onom® 4T��i• aaaaaanunonnQn��QQQaQnm�mQnnn�a ©r�nnoiQ�ov©no�io��n�5eseniroo��eair000mvoda�o��®iavaanQv�� mo=QnQ Q��aQ �onQonns��mQnnQQnMc�aa aaano®mc�QQsaAm�onQa QEmn QoQ mmm"W ca QQ=MQMMUS o nQnnQQQ . aaaaaano®QQQQnmavnnQn o�oQQQnn=MUSm �MMMMMM�wM UI onaonoQio��es�esnn®QQ000�n� o��a>m®i oIoniQo y TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Association, Inc. DRAVIING No _0:Wte.CW— West Palm Beach, I,L J440/ 122 �VALY E13-0006719 Phone: (800)432-2204 Fax: (561)209-838017 ER A.TILLFT Jr.PZ �, MAXIMUM DESIGN PRESSURE RATING (p s f) AND COHRESPONDING MAXIMUM ANCHOR} SPACING (in.) SCHEDULE F FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). 'C L__J FEZ �"T ice' SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PIN Na SPRUCE PINE SPRUCE PINE / 1/2" MIN. COX 2 w/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 VY/ MIN. G=0.36 PLYWOOD DIOiUG a50 Y!/ / IN. G=0.43 - W M W MIN. G=0.36 11AJlIIdVAI _ SPAN{t1) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T Q M, N.�0'& R FLOOR MOUNTINGS M, N, O & R FLOOR_MOUNTINGS M, N, 0 & R FLOOR_MOUNTINGS WALL MOUNTINGS P.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS iv & X W & X W & X P & a S &v S &v S &v ASA USW IeGP..:gwfi raiz([d)ASA UBGL 1£W.lAt Mw-FAIL( A59,USGI ts:N,E PHS9FF PUTS(pQ ASR awl I£U1'4 mme.,Rai;(F6 ASR BSC{MTA}d t:119t£FABS t_1 ASD.tmf IzoR.t.M-W PA4u'(4 ASA U3-1 t£L 1 RE sin var's f DM I£OAt Roan oic-w,Ua puL`i IZWT fimgu FArr(�}/Sll,tL4dt ISfR6F R£SSiCi D}1tY.iJG} 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 105 30 40 60 75 90 p$30 40 60 75 90 OS 30 40 60 75 90 t 40 60 75 90 705 Q 40 60 75 9p OS 3D 40 60 75 90 05 130 40 60 75 90 05 '-0'OR!ES 12 14 iD 9 8 8 6 6 6 6 6 6 12 70 1613- 8 8 6 6 6 6 6 6 72 ip 70 9 8 8 6 6 6 b 6 5 4 4 4 3 2 72 12 72 72 12 12 12 12 12 12 12 72 72 12 12 12 12 4'-0' 12 10 1019 8 8 6 6 6 6 6 6 12 10 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 5 4 4 4 3 7 12 12 12 12 12 12 }2 t2 i2 t2 12 12 12 T2 72 12 12 5•_0• t2 10 70 9 8 8 6 fi 6 6 6 S.5 12 TO 8 8 8 6 6 6 6 5 72 10 50 9 8 7 6 6 6j6 6 5 4 4 4 3 1, 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 70 8 5 6 6 6 '.5 5 4.5 12 10 10 9 6 3.5 6 8 6 6 5 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 72 72 12 12 14 8.5 7'-0- 12 t0 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 5 3 6 6 6 5 4 3S 12 10 10 7 3.5 - 6 6 6 5 4 5 4 4 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 O.5 8.5 Z5 8'-0' 12 10 10 7,5 4.5 3 6 6 6 5 4 3.5 12 10 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 5 4 - - 1 12 12 12 12 12 l2 12 12 12 11 9,5 12 12 1.5 9 7.5 6.5 9'-0" 12 10 10 5 3.5 - 6 6 5,54-5 3.5 3 12 10 6 6 4.5 4 3 3 }2 10 4 3 - 6 6 4.5 4 3 5 3.5- 12 12 12 12 10. 12 12 12 i. 9.5 8.5 12 12 10 8 6.5 5.5 1D'-O" 12 10 7.5 4 6 6 5 4 3 - 12 10 - 6 6 4 .5 3 - 12 10 3 - - 6 6 4 3.5 35 - 72 12 12 1.59.512 12 12 10. 8.5 7.5 12 12 9 7 6 5 7Y-0" 12 TO 5.5 - - - 6 6 4.5- - 12 10 4.5- _- 6 5.5 3.5- - 12 10 6 5.5 4 - 6 5 - - - - 1 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - 6 8 1 4 - - t2 10 3.5- 6 5 3.5- - 12 10 6 5 3.5- 6 5 - 7 12 12 11.519.51 8 12 12 it 8.5 7 6 l2 1.5 7.5 6 5 4 13'-0" 12 70 - 6 6 - - 12 10 - 6 4.5 - - 12 7.5 - _ 6 4.5 - - 6 4.5 - - 12 12 14. 8.5 7.5 i2 12 70 8 6.5 5.5 72 X0.5 7 5.5 4.5 4 14'-0" 12 10 - - 6 5.5 - - - 72 7 - - - - S,5 4.5 - - 12 7 - 5.5 a.5 - 6 3 72 12 9.5 8 6 72 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - - - - - 5 - - - - 12 - _- - - - 5 - - - 6 - - - - 12 12 ti 9 7.8 5 72 t2 8.5 7 6 4 12 9 6 5 4 - 16'-0' 12 - 6 - 12 - S 11.5- 5 6 - 12 12 10. 8.516.51 4 12 72 8 6.5 5 3 11.58.5 Q HV BLADE OR d) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON® Q ♦SEE U-(TABONS OF USE FOR BWE'Lail ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE.SHALL CONSIST OF THE FOLLOWING! -SOUTHERN PINE No.2 Ylj G=0.55(N-DZ) - 1/4"o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR Y!/G=0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH AY/G=0.43(N.OS.) EXCEPTION;SEE NOTE 2 BELOW- -SPRUCE PINE FIR SOUTH W/0=0.36(N.DS.) 2.ANCHORS TO HOLLOWCEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2"CDX PLYWOOD(1986 APA) !AG SCREWS AS PER NDS 2015 SPECIFICATIONS, 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A ©2017 EASTERN METAL SUPPLY,INC. T / 4 BERTHA HVV.I 16. E�� p.�. Accordion Shutter System �� ♦ H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE American Strutter Systems REV.NO DESCRIPTION DATE DRAYIN BY: IA.L TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.36th.9l.,Std JOS,YIRU'diti GARDENS,n,ORiDA 3316 Association, Inc. I OLD 15-080 /02/17 DATE: 0E/02/17 1- STtA} �i ♦1 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 • `,+, 3 DRAWING No �,,w'•, �" p CL 1, _mail:tllleco©oal.com West Palm Beach, FL 33407 40+l i��"�q(��, 11A YIALTER AUt1.TIL67 Jr.P.E. Phone: ($OO}432-2204 Fox: (Sbt)209-8380 4 17-122 ,'-P_EysSl•,•5•U•G ..�tP\ tE FLAflIOA UC.((44167 5 i 5SHEET 20 tiL ,LAA INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & -9 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOED WITH HV BLADE M ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. —1/4%TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& JA) WORKING IN THREff/ TECHNOLOGY I',/ O�M Min. PENETRATION —1/4"10 TAPCON WITH ADVANCED 2 IRREADFORM TECHNOLOGY OF THREADED AREA TO :I t t EXISTING WOOD HEADER, w/ 1 1/2*Min.PENETRATION (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO J MIN.SERRATION /OOR EXIST) Woo HEADER. (SEE SCHEDULE ON SHEET 15) TO CLASS(SEE 1/4'b-20x3/4'B.S.MACHINE SCREW EXISTING F E W/ 1/4^-20 NUTS 0 12-D.C. CLASS—, 13b".1 G 13 oR 15 a WALL— MISR ... ....... 3 1--o"0NA1.a of 17"' WALL MI FINISH 2 HEADER REQUIRED 51@ FR; STING MIN. A4'WOOD \-1/4*0 TAPCON WITH ADVANCED STING MIN SEPARATION 9 HEADER REQUIRED THREADFORM TECHNOLOGY W/ 1 1/2*Min.PENETRATION G TO'CLASS(SEE I MIN.SEPARAnON x4;CONT..SILL OF THREADED AREA 0 SCHEDULE '%.— GLASS TO REO'D I I FOR MIDWIDTH OF WOOD PLATE, EXISTING 17—(SEE SCHEDULE ICR GLASS ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON-- -ARS I I — ®HV WALL HEADER INSTALLATION BY WALL HEADER INSTALLATION 0 HV WALL SILL INSTALLATION MIN.SEPARATION iSTINGMIN.SEPARATION F 1 L TO CLASS GLASS— MIN SEPARATION TO GLASS �--(SEE SCHE ULE D 2 x4'CONT. '10 CLASS EXISTING (SEE SCHEDULE—; !--<D EXIS G ON SHEET 11) (SEE SCHEDULE GLASS--" ON SHEET 11) GLANS 1. D PLATE ON SHEET 11) 1/4'9-200/4'S.S. SCREWS VWMACHINE SCREYIS USING 1/4-20 NUTS I 1/4�-20 NUTS 0 -1 "IAC ,�E D.C. WALL 12 12'O.C. _1'1�X; FINISH on OR) OR r 7 OR 2.4'CONT.W-D PLATE REO*D. 1'Min. /4-0 TAPCON WITH ADVANCED _O TAPCON WIT H ADVANCED 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY THREADFORPA TECHNOLOGY g2 Misn.PENETRATION OF THREAD� TECHNOLOGY CHNOL)G 'x4 W/ I 1/2"Min.PENETRATION W/ 0" THREADED AREA INTO PLYWOOD. 1/2 Min'PENETRATION OF SEE SHEET 4 FOR TYPICAL 2 CONT. S 15) 1 UTTER ASSEMBLY, ILL PLATE OF THREADED AREA 0 THREADED IN .1%.. (SEE SCHEDULE ON SHEET (BE AREA INTO PLYWG= R O'D. -ALL E SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE E _W MIDWIDTH OF WOOD PLATE. EXISTING MIN.2*.4 FINISH (SEE SCHEDULE ON SHEET 15) 0 16"D.C.MAY.,REWD. COMBINED IN ANY WAY TO 2'MIN COX PLYWOOD REOD, PLYWOOD TO BE ATTACHED TO I M CDX�\_ .WALL F114IS14 SUIT ANY INSTALLATION. E-XIST`1NG MIN.2*X4"STUDS*0 16*D.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REVD. IN. N 2 N—� PLYWOOD 70 BE ATTACHED TO STUDS IN ACCORDANCE SECTIO 322 OF THE F.B.C. HY WALL SILL INSTALLATION L11 IIETF�l ,4 WITH�ECTTN LL F THE 'LIATI ,PV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity HUrricane Zone) H-V ALL IN LLATION 9 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM f A.S.S.A Accordion Shutter System KV. MAX#1 W/OR W/O KV.WNWN BIADE American Shutter Systems REV.N. DESCRIPTION TILUT TESTING & ENGINEERING COMPANY DATE DRAWN BY, M.L. TE', $3.... H, .St.Mo.305.VIRGUIA GARDENS.FLORIDA,3316C Association, Inc. I OLD 16-050 38/02/17 ON 08/02 17 Phone (305)871-1530.Fax:(305)871-1531 4268 West Roods Dn" 2 DRAWING Na oil:filteoo.d.— West Palm Beach, FL 33407 3 ED-0008719 — B Phone: (800)432-2204 Fox: (561)209-83 0 4 17-122 WALTER A.TILUT Jr.RE. plf`s tJIRO'DATE FLORIDA U..#44167 SHEET 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & 2 HV+ BLADES (AS APPLICAEUE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADEIn ONLY SHALL WALL FINISH BE LIMITED TO 105.0 12sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE-A�� -114-0 TAPCON WITH ADVANCED THR DFORM --EO---7---EO:::F-2"Mft '�EOGE(IF APPLICABLE) W.8 M-)EXISTING TECHNOLOGY w/ 1 1/2'Min. 000 6EAM REGUIRED.-" PENETRATION OF THREADED STRUCTURAL ADEQUACY I AREA TO EXISTING WOOD OF EXISTING WOOD BEAM HEADER. I/ PHILLIPS 4"O��20;3/ ------ EXISTING WOOD (SEE SCHEDULE ON SHEET 15) 'L 'Us TO BE CERTIFIED BY E TRUSSES OR REGISTERED ENGINEER OR 0 ED RNE "CHIT RAFTER SCR V 'A ECT PRIOR TO D.C.REQUIRED �4 0 TS SHUT"INSTALLAPON. FED qlk�-�-1711 1/4'0 TAPCON WITH- 0 OR R ADVANCED THREADFORf Min. EXISTING SOFFIT w/ I I ?z 3/4"Max.THK. TECHNOLOGY /2'Min. .257" PENETRATION OF THREADED Max. BEAR M.. AREA TO EXISTING W4 Im #14.3/4 1 x4'xI/8• CORY.ALUM.TUBE (SEE SCHEDULE ON SHEET 15) "'-EQ-:ED S.M.S. (6063-T6 ALLOY)W/ 0 6,D.C. 11 or or (3)5/16's LAG SCREWS TO ��0-1, EACH RAFTER OR TRUSS. Oor @ LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD I-EXISTING MIN 2.4" II MEMBER.(2-1.1i..NOMINAL WIDTH EXISTING-1 HEADER REO'D MIN.SEPARATION 1 OPEN HOLE AT EACH W/2"Min. PENETRATION OF -T GLASS I TO CLASS STUD-ACCEPT THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) EXISTING /16-0 LA SCREW fNSTALLA110 S WITH 72 nor GLASS AT CENTER OF TUBE. NDESIGN LOAD AND MAX.A.S.D. 1 91-0,MAX,SPAN,THIS TO G.Ass(SM INSTALLATION IS ONLY VAUD OS s0e..Jt,.E(";* ,11 .1 TO_ FOR WOOD W/MIN,SPECIFIC BY WALL HEADER INSTALLATION 1, EXISTING 9��a!(3 M 71 GRAVITY OF 0 SO AS DOUGLAS GLASS---i It MR EIDE , W qa7 19 FIR OR SOUTHERN PINE No.2, I UAM(D& OR EQUAL NOTES OR f I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MUNTING SECTIONS CAN BE COMBINED INOANY WAY TO SUIT ANY INSTALLATION. rflw CEILING INSTALLATION BY CEILING INSTALLATION To GLRs5(SEE I OR IMIN.SEPARATION f To GLASS E SCHEDULE -J MIN,SEPARATION ;I I I I ! TO CLASS EXISTING ON SHEET 11) EXISTING (SEE SCHEDULE ON SHEET 11) GLASS I ALTERNATE_ I ANCHOR i i EXISTING I LOCATION GLASS--i 2"x6"LOW WOOD 1'1ALL- DECK REQUIRED 'NIFi,7 #100/4"HEX 19 51 M 6 (NO FINISH ALLOVlED) --�.... ....... 2-.6-MIN.W..D SCREWS 0 12' ECK REQUIRED(NO —EDGE OF DECK --U13 OR® FINISH ALLOWED) 2. IF APPLICABLE 1 -0 F.H.TAPCON WITH EDGE OF DECK EOEQt1/4"0-20x3/4*S.S. —1/4 —1/4"o TAPCON WITH 1 PHILLIPS TRUSS HEAD IF APPLICABLE KEDGE ADVANCED THREADFORIA ADVANCED THREADFORM MACHINE SCREWS F TECHNOLOGY W/ 1 1/2"Min. TECHNOLOGY W/ 1 1/2-Min."I'* W/ 1/4--20 NUTS 2.MIN.— PENETRATION OF THREADED E DEC IF AREA RAT 11 K PENETRATION OF THREADED 0 12"D.C. AR TECH APPLICABLE PLATE.0 MIDWIDTH OF WOOD 1 0 TAPCON WITH ADVANCED THREADFORIA TECHNOLOGY AREA-0 MIDWIDTH OF WOOD DECK. (SEE SCHEDULE ON SHEET 11) PLATE. W 1 1/2 Min.PENETRATION Of THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 15) 6 SCHEDULE ON SHEET 15) 6 SEE LUALTATIONS OF USE OF �k BLADE kCN SHEET 19 HV WALK-OVER INSTALLA ION Q ALLA , TION igh elocity Hurricone Zone)HV WALL SILL INSTALLATION HY ELOOR INS-, 11t x•. I .' @ 2017 EASTERN METAL SUPPLY,INC. BERTHA HT. r'r'co .... A.S.S.A. Accordion Shutter System i L E -7,7� H.V. MADE#1 NY/OR W/O H.V.WNWN BLADE American Shutter Systems REV.N. O DESCRIPTIR T - - - DATE DRAWN BY: M�L_ Association, Ina. I OLD 15-080 33/02/17 DATE-- 05/02/17 ILLIT TESTING & ENGINEERING COMPANY 8755 UYL 36t..St.,St..305,MRONIA WDEUS.FLORVA 3316t Phone:(305)671-1530.Fox:(305)871-1531 4265 Vlost Roads Drive 2 61: West Palm Beach, FL 33407 3 DRANVING No VIALTEES-0006719 Phone: (800)432-2204 , Fox: (561)209-8380 17-122 % R&71LUT Jr P E FL(rao,U.�#44'16 5 SHEET P'.E. 17 OF 20 i • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (i)HV BLADE(1CCORDION SHUTTE_. eMIM WORKING IN r11 T;o3`w ;,e.�IwI SON WAIN F1V WINDOW BLADEA t— 2.A IM 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110, G 5 14y1> lUyyll 2.MAX.SHUTTER SPAN;96. / .1 3.ALLOWED MOUNTINGS;A,D.G&H ON SHEETS 6,7:AS WELL AS MOUNTIWNG�S M,O, Wi2i(ON SHEETS t6&t7. (BO §.��E ALLOWED WITH rUi,(15)FtNUSTA ESWCMET INCLUDEDAL ONTLY AT"I'. NG OR ACCESIN S SIDE OF OF OPPOSING 1 C CENTERh1A E. 16-@00 { 1111 l� , 5, (A)HV WINDOW BLADE(9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TP EA.END �t�1/ !!tt ( `/+{ 1i s1} (3-0 HOLES)FOR 8 PER BLADE AT SPACINGS SHOWN ON SHEET 4. �+/ u (B)MIN-CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE 1{DA 4 OF ANY 3'0 HOLE FOR®SHALL BE 12". 1.1A1(.5 YANOOYfs \ ALLCY7ED A7 HV w - (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY 8E HV VINOOW B1AOE A WINDOW BLADE 1A THROUGHOUT U HOUTWINDOWs BLADE 1w MUST BE USED ALTERNATE TO A SOLID MV BLADE Vi THROUGHOUT SHUTTER'S WIDTH. 4� Re (E)OFF 0 MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIN o {¢ BLADE!AT ESIHER SIDE OF THEM. 3 (F)POLYCARBONATE HV WINDOW 14 SHALL BE INSTALLED SO TABS FACE SEE END d THE INTERIOR OF THE OPENING BE1NG PROTECTED.HY YANOOWTHD4�r MUST 8E CONNECTION t • i ' r ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS/ r g INC. 10 HEIGHT.—� , 6;It 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ILDINGS 2 ABO�N SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P ga ' CmM 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED - CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE), B. MINIMUM SEPARATION TO GLASS SCHEDULE: (SEE PLAN FOR REQUIREMENTS) D H g/ TYP TOP&BOTTOM W 41@)-@)w(_0-07) SHUTTER SPAN MINIMUM SEPARATION TO GLASS —.,NUMBED VAD g6'Mm;. 5' ELEVATION IAN SEPARAHCN TO MASS EXISTING GLASS SCFCDtAE ON SNFET 12 F4^,BtAD�Et�T .- -...:?f ON iH5 9'.°.Er FOR 91JJX5(Tj&'EG ---_—__-----__— ----------..:r`-- «.\———— -------------- A T RNAT APPOSING GFN ERMATES 21142'wla(EyERIOR ONL)} �\ AND W/""=SEE(SEE NOTE 4 ABOVEI Tis (} lz�Z"ati\ TYP. 1V%1(2d IIRA�CAND RMATES yr/d{�S5(Sri NOTE a ABovE) PLAN'" '2 7,4,, 1 TYPICAL M HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE (1A SHUTTER* N Y$rrurr FLORIDA BUILDING CODE High Velocity Hurricane Zone) Ltl'I� R : Y144 Q 2017 EASTERN METAL SUPPLY, INC. tit BERTHA HVTM ,LEA. $�A= Accordion Shutter System r H.V. BLADE#1 W/OR W/O H.V.WNDOW BLADE American Shutter Systems REV-No DESCRIPTION DATE DRANK BY: M.L. STATE ; TILLIT TESTING & ENGINEERING COMPANY • •'.• STATE OF t 6355 N.W.36th,SL.Ste.305,VIRGINIA CMDENS,FLORIDA 3316 Association, Inc. 1 OLD 75-OHO 8/02/77 PATE; 08/02/17 � --=-. ttA Phare:(305)871-1530.Fax.(305)871-1531 4268 West Roads Drive 1 DRAWING NO ORIO West Palm Beach, FL 33407 A�` n ••., � IA:•' � tt o-maik tiiteaattaW.rnm 3 1 L Q''* 11 ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 t1s��y1tA �,'�\\ ILL WALTER A.T=T Jr.P.E. `FP.PrFAC;tJB�SATbi`'Fy{i7AE FLORIDA Lia if 44167 5 SHEET 6 19 OF 20 END INSTALLATIONS I.11 HV & :1-) NV+ BLADES INTO 2"x4" MIN. WOOD STUDS. 2"x4'MIN. Wo as SU as 7/4'0 TAPCON WITH _ (AS A00 STUCE} \� \ lF 'AOVAHCED THREADFORM t f\ �_2 x<-MIN.WOOD i � V WOOD 5 UDS. TECHNpLOGYITY BUILOE% ! SUDS REO'P. 2'x4-heN,WOOD -".'I\ / (AS APPLICABLE) ANCHORS O 6.O.C. SU05 REO"D.rAtll % sr/} })z'TAr.A.THREADEo -'-- ,,r \ \ l ,FlNISH / V PENETRATION INTO STUDS OR) y, W)Llul.1/zTHREADED \ 1 FOGYISH ExlsPr:G CLASS !%1 I HE RAnoet To}jz CDz J t V J \ )� PLYWOOD IF NO STUD5 EXIST. I JA` i —EXISPNG G1A55 'L X EXISTING GLASS !� ) \ /i1 t TING GLASS I L-_ "f- r EOEo r/ 1 r IdN SEPAPAnCtt —"— .i-,..._a... �'"`--•- '".`'•. NN.S'3:AOnON P ,v00D'1 l ,? 1lP,L SEP:RanG'! M.'L 5�:3L1TIIXi TO Gess(SEE i/2-MIN.COX SCHEDULE ON SHEET II PLYWOOD. �� To GLASS(. `^ TO GLASS(� TO Goss SEE It FI'IR SALE QANO I/}6k3'A t'rAtt ! i PLWOOD,COX 1 SCIN DLCE aN(Sh+�TT SCHEDULE ON Si=cT SCHEDULE ON SLEET i 11 Q`t SHc'£.'19 FOR e �% (6063-T6}CONT. FINISH Li/2-}AIN.COX 11 FOR RADE`�/AN'D i}FCR i7W)E QAYO 1/2' I FOR BLADE())AVO W=Q 2x, Nl c 19 FOR QY S EET 19 FOR ON SHEET 19 FOR T.a I ALUAI.CLOSER PLYWOOD. I PLATE.{LOCATE 1/2' ENCESQE: FiNtSH BLADES O& I tj2"Lith, AT EITHER SIDE MIN I +VSE t'08 2'uAC OF 0} ! :wuawe" cua�wvaCem t'- iron-rs alm'1.r r+nueam ---- - - gtOzi/2'S.M.S. ♦ (R/Won/2's.us.ro,b^ L Tt 016 O.C. (110x1/2'S.t.I.S. .1 •—•—• h((31 1/xY T/n&x aA 815 O.C. �.._- \ t/.dC.—A—ce j (`4r rpR roau_ORA. anar u:c_ r ` W41�n1 t"0.4 Its • R 7 Sp OTC") �a- I -•AOR t(ly} -EE DETAIL x F07 OR(• ( SIRE CONNECTION ,r SEE REMJL X FOR-� u'OR�• TO TRACKS SEE PtTAit X FOR ' (Q}-SIDE CONNECnON 2'a'�w 6•7aa101• -w SIDE CONNEC '"✓01()°"•101•'1.'« Im•Ds'a�l•'Ty3�l•,:/•�w J/ TO TRACKS a� ��'';;�� n �w TO TRACKS ��ip.��wT�7.(S@.(&« '°^Vq •G7 p�w )q�3.°' Iv••S •'y3«7..3w G•7 • 7mb G'G•iLlOtG•G•L�p1 Qr3a�'+.•9e`�&;ww 1'.•,s+.•�3mm Gs.'t�s« « L7j.« Gpa,ysaQ�s!°�3a.�^�'�8 .a G•U'•1✓«G.G7 8m @l -j_ 5'•Z8'a ..(8- 78.@ �xL- « ®•Qw6s.a31«C9.•�s: GB•Fa:Im,C9Y•:ID3«(L9•05 �- END CONNECTION DETAIL 9 END CONNECTION DETAIL ',CO END CONNECTION DETAIL END CONNECTION DETAIL`81 EoSFNG `' a REQUIRED ONLY FOR SPANS GREATER THAN 12-0' EXISTING _ }jb-C TAPLON 1'rlTH 1/4.4 TAPCON WPH /"-Gt1SS�[ �� ADVANCED THREADFOR" ADVANCED THREADFORM TECHNOLOGY RW BUILCEX TECHNOLOGY TIN BUILDE% 2'k4`}AIN.WOOD ANCHORS W/1 1/2'AGN. ANCHORS W/T t/2-to N. THREADED PEN PATON THREADED PENETRATION 70x1/2'S.AI.S. MN.SEEPtRndV SEE LIMITATIONS OF USE OF y 1.^N 5'9RW.nav SUDS REO'0. I IMO 5n105 O 12.O.C. INTO SU06 O}2.D.C. Ols o.0."� r TO Ton CLASS BLADE(1 A;ON SHEET i9 To CLAS(SEE `v ''� 1/2-THIN. ` 11 FOR EV.DE kDArm WSW 199 SHEET 19 FOR J6 -JI RADES 0& 'BLADES Ill) v I ; 1 I T ---_-_ GR t7 / - i�J 6 x �CR �G4 w ./I \ r-•.�-_ t1Z O'k�7GR(C4,OR� 1 OR :1 6''h 5 I Y'IAIN. ¢`MIN. u'"J� �3 4 {?f \ � � : 1 � � \��! flogOR L 7 2'%4 woorA %r " 6"'•`7L«C`B;w.J��pi.•«L 3,w Clz 041'OR` 4 OR VIEW6-, G G7m18«0JSF.S.FKH er'D. FINISH `. OPLAN.i• 'wp7PLAN REQi) 70 Y Ss•6,g•w( .a'8-r0.fit- ae;wp;s.ae:«pp.y-.7� @ DETAIL 7� END CONNECTION DETAIL (f I END CONNECTION DETAIL �Q) FLORIDA BUILDING CODE (High Velocity Hurricane Zone ��t .•.. `f�v O 2017 EASTERN MTTAL SUPPLY,vic. BERTHA H'0/RA !L. E�co ��. A,, .S.A. Accordion Shutter System _ y j N.V. #1 W/OR W/0 KV, WINDOW BLADE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN$Y: LLL �•,TC: `[t' T'. k �,S••,• ' Q(' ' 635514.11.JCIh.Sl..Ste.305.VIRGINA GARDENS,FLORIDA 3JIb Association, Inc. 1 OLD 15-080 8/D2/17 DATE: 08/02/17 • 77\ Phone (305)871-1530,FOR:(305)871-1531 4268 West Roads Drive 2 +'••.•Cn IQ�::' t\ e-mail:tatecoOaoLcam West Palm Beach, FL 33407 3 DRAWING No �Lj}S "•••• •"`��s 117\ EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 I/•-1'L`G �()pj ��1 fL "ALT A TIL L7t Jr.P,E. P.E:•'i3V S) 4 URE'DATE FLOROA Uc#T 44167 5 SHEET 6 18 OF 20