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HomeMy WebLinkAboutProduct Approval-FL1850-R11 2/';2018 , Florida Building Code Online , Ct(DI I 1 t w � I, , '�' �33y Ni. Icy, it'�x i iY-?S•�':ai -,-.-....-1.!."-L,':; tt!! i 'l iii x? ° r.,..x;y -,.. '' '.I r 4 j $1 K r - d `o h°�o�a*y .''"4 f° o y' "h�' f£'•y cfl�. o '°�,•fiV.1 rc-� t .4 °�., , �1(� Y".y;o I . lJ i,1 3i'� 1i°rr rip 10,- F4 i010 17illV)i i�J9 , y,54SIA sJ-�w `' i,eg yid , j a +.1' 1 w; 1.. s I ,1lt 1 �;'�f�: n t.1 y- .,�, If "° Y.1=2r4 .?� y F i -F. .. ..t:sJ's �.J "t ,i .:: .-._ .:: _..:1 tI9Fl, 16es?' .t?F?MRi�{��''.��L*„�At�;Scas SCIS Home I Log In :1 User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications i FBC Staff I BCIS Site Map I Links I Search 'Florida 1 ill Product Approval 41 I I II 4, : 0 IS1USER:Public User `` RECEIVED ,°,,, -,,;,,ii Product Approval Menu>Product or Application Search>Aoplication List>Application Detail JAN 0 n 2019 '• r•._0; 4 FL1850-R11 r�, r�=' ^r s3v,rte. PermitC►n D® • Application Type Revision St,Lucie County �nt Code Version 2017 • Application Status Approved • Comments - , Archived U Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 • • (561)209-8263 bfeeley@eastern metal.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 t_; Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated.By John Henry Kampmann Jr. id 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 J_ httas://floridabuildina.ora/or/or aoo dtl.asox?Dram=wrFVXOwtnnca°/9f`.o��r.nhn.innAlshnr�nretnQ7h9ir,i n„n„nn vnimm,7un1A/u,o/z,+ai•4.+ „� 2J2/2018 Florida Building Code Online I ' • Product Approval Method Method 1 Option D • 'Date Submitted 10/03/2017 Data Validated' 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use - Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade,16'-0"for 30 psf negative Evaluation Reports • ASD load for 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 negative ASD load for HV2 blade w/o wi ••• _ -_ ee sheets number 12,25,28 and '- o installation drawin• or other spans and pressures. 1850.3 ' Bertha HV Accordion Shutter-Bled. Extruded aluminum interlocking blades retained bytracks (top P 1 Only(HVHZ)-Drwg#17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outsi VHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.INC locking rod configuration for the HV1 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, Created by Independent Third Party:Yes -75 psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. • (Bach (Next! • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-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 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: El WI gl 1'61.11 M • • • https://floridabuilding.org/pr/pr app_dtl.aspx?peram=wGEVXQwtDgs9%2f/°2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3 r . , Al:----1---------------I TOLLOT TESTICES M. fSH011iibrEERM98 CO PLIRIY WALTER A.TILLIT,JR.,P.E. FL tiP.l LoLicense ol.coG7 FL E.B.License No.0006719 PRODUCT !VAL JJQ EIO REPORT •REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 . PRODUCT CATEGORY: Hurricane Shutters PRODUCT SU':-CATEGOr-:Y: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade • SUB i iiiTTED it Y: merican 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 Walter A. Tillit, Jr., P.E. (System , ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, iltiethool 1d it the Fiord•,a Department of is usiness 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 j Florida Building Code, and to verify that the product is for the purpose.intended at !! least equivalent to that required by the Code. 11 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 SUBUTTED: 2.1. Pi �•=DUCT'EVALUATI4N DOCUMENT (P.E.t.): Drawing No. 17-122 (revises Drawing 15-080), the ,g�2BERTHA H.V. • ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,;oi' 'RA;INsidow Blade, sheets 1 thru,20 of 20, prepared by Tilteco, Inc.;,, t l..and. , 1,`ky Walter 11 A.Tillit, Jr., P.E.; dated 08/02/17.This drawing is a:I7 int9ira` 'a ` ajluation ,I Report. I 0. 44167 a A e � I� �rlkmoo Jo ei,4 00 6355 N.W.36th Street; Suite 305,Miami,Florida 33166-Phone: (306118t• 'q ° 'ax: (305) 871-1531 I ran9rrBLR I 1II PRODUCT.EVALUATION REPORT NO.17-0802.01 22.TEST REPO F TS: For HV Blade I • Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 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 12120/05, 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 03/04/2011; signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11CM- 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 [.,lade 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-07-1095-19015.10d* 7k07, signed and sealed by Joseph LaboraDoldan P.E. ��0'jt _ o/1:4,x`°' Tensile test as per QC metallurgical Report F -6All, l t d ,t 21, 2008 signed and sealed by Frank E. Grate P.E. as Or ASTM l=-8. � o. 44167 .0 3 '.G v 'i 1/0f4JA .• .°e4g. VPPTIDUT EVAl<UAT1 N REPORT NO.17-0802.01 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103,equivalent as per letter issued by Sabic, dated 7117108, addressed to Eastern Metal Supply Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 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 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. 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 # 17-122 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing#17-122. 5. INSTALLATION: 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 sl 0,j2.of 20 of drawing # 17-122. a�°°�$ BE ' . u� ' ?° / A OW Asi PRODUCT EVALUATION REPORT NO.17-0802.01 4 G. MATEMAL CIHARACTE ISMS AND SPECllI lCATDO lS: 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 ETATDO S QVC© COf D@TDONS :SF 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 ,"rally 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 Mo. 17-122. (redact Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License Mo. 44167), President of Tilteco, Inc. (Florida EB-0066719). btiy� � '/\CjEtNrC.% "'` `' -. 21167 VlisikE of le.41,'' . 711111111 • . GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER STSILM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PE.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BURRING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or 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 Ktl=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (ASO.) . DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. • AREA 1: HV BLADES(11) Sc dq IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O,DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(5,5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 9.INCREASE IN ALLOWABLE LOADS FOR WAND LOADS WAS NMT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 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 MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 _____ -HV BLADE(D-10214.01-03,#0715.01-03,#1004.01-05,(`1214.01-05.§0317.02-06.§0609,01-10 MID§0210.01-11 AS PER-TAS 201,TAS 202 MID TAS 203 PROTOCOLS (,'�� �� &#°1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE Vt AND HV WINDOW BLADE -ITV WINDOW BLADE ( )#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2.NV BLADE C MID HV WINDOW BLADE & ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDRIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE MID 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 WELD STRENGTH AND 180 ksl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS,REGISTERED WITH AMERICAN SHUT TUT SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLAY IS 31.7 ksi ANO 35.7 ksi END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MAN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY Y7/FLORIDA BUILDING CODE SECTION 24.11.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 • 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR A51 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 Q&Q WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS M-R,WOOD - SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.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#5'458.179 ISSUED TO END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 • EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO �y SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION, AREA 3: HV WINDOW BLADE aIW 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 HV AND HD LOCKS. - TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE(L)ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 2051140 REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. ' 13.(e)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.D. (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 FROM 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 (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.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.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,01".rr F .rT/ (High Y FLORIDA BUILDING CODE ft' h velocit hurricane Zone r,F} �.••;L`,'cr Till,"-... = ©2017 EASTERN METAL SUPPLY,INC. ��+ ' M SE_*•`3- //�� • //�� BERILTHA•Hifi 1 !1 L I E C p Accordion Shutter System t H.V. BLADE#1 W/CR W/O H.V. WINDOW BLADE t.-a•• _ �t American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M,L a 7� M TICCIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 15-060 Js/oz/n DATE: 06/02/17 _ i,QOM`••. M. '' n�::'t4�i, 6755 VOS J:(.St)Ste.155,V.Fax 385)8RDENS,ELORVAI-153 33166 4268 West Roads Drive - ',.1. 5'.01 div,', Phone:(305)871-1530.Fax:(365}871-1531 2 DRAWING No I.......... ,1 ` e-m 7:lGDGRoapl.<am (800)432-2204 We}t Palm Beach. FL(34)2 4 - 17-122 (7 EB-0006719 Phone: 800 432-2204 . Fax: (561)209-8380 WALTER A DUN Jr.P.E. , P.E.SEAL/SIGNATURE/DATE FLOROA Lie.#44167 --- 5 _ _ SHEET- -- - - -_ -- _. 6 1 OF 20 -- ._ . . .. . . . . ihallilibillilli flailtillai ..._-_,.... ........."........-................ ;..,. 73%Rm.YANDow eLADE ED VARIES ;•=cs, %. 1., 1.918" 1.491' •I 2' V. si, Max.1; '; \ g <94. 'qi 0 4"Nrs1 0 ,r,' .091 1 i ' ; ...,..1-- \,.....,',, 4 1 (--, p 371" 4.385- . .IM I 1 4.999" i • --i""'V/e\ .1 . V Se_ID BLADE ®HV UNIVERSAL FLOATER '2, -. C4,-)HV 91)11-BO'-STARTER OVER I - U -• 41,46.45;1 T QUALIFIED FOR USE W/ HV BLADE® C,!-t,,TAVI-DCT IREQUALIFIED„,,FOR USE TV/ HV BLADE1) T, H v I DO BLADE* , 6005-75 ALLOY AND TEMPER 'QUALIFIED FOR USE WI HV 6063-15 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE 03 ON SHEET 19 .373'1., r.124 34,4 T, ALLOY BLADE AN TEMPER ei 6063-T6 ALLOY AND TEMPER 3.226" ir 1.500" 6063-76 .085" "4, 41 . .a ;4,1 (TV.) I I 1,... .; • N. N. • 2.670- 3.556 Pit ' I .994"! " .670- 2.226" ig 072 < ' 21 6701.000 I 1:Tr4.7'.1 _ifo 9 z7:1 , of o bi • L71 •,i , . 1 I'815" 2.092" I r•I''l -LK ./..,.1 1 . 0.072" I 0.07' HV--ADj. ADAPTER.-WiLIP 71 4.436" I.375" r..3 1- 3.276" .'"--"" ' QUALIFIEDTFOR-IOSE-W-NV •A)-HV--WALK,-OVER • -TRACK .920,-- l' 1111111• =111111111•111111 ..„ BLADE IlD ()HY TRENCH TRACK 1--1 ADJ. FLOOR...TRACK QUALIFIED FOR USE W/ NV t . 6083-16 ALLOY AND TEMPER BLADEcI1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY A D TEMPER BLADE(fl ONLY. - @ HV RAINGUARD BLADE 0 6065-16 ALLOY AND TNT,R ,•.- s, rq' 6063-76 ALLOY AND TEMPER QUALIFIED FOR I_(:f W/ HV .1 .96.t.' BLADE I • .-1 1" 1.915" RI VARIES 1.936" 6063-16 ALLOY A 0-TEMPER , •-moo, twi htsi. 1 ,i . g r...083- _..., •.*" ...!.. _ .083" i31 .063 tt =I te,,i .os3-.... us I . r 111 093" ii if'! ..-J .125* I 7i I 5.1 me* b',1 '.et f j -1-ij .0s0" 1 FfP .080* 1"°1 et, .oeo• I "13 i - ,=: 5,....1:1.0 670 1 I.656' ti ''''C. I 670 1 ILI ri_____Ii 9 . I 3 520' 3.529" II 1570 NP, li (1'2-HV HEADERYSTL-L) 3.5290.4 (1_1 HV CEILING HEADER (173) HD CEILING HEADER/SILL r - QUALIFIED FOR USE Vit MV MADE Q./ONLY LIFIED FOR USE.W/ HV BLADE®ONLY, 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE® •""- (14) HD WALL HEADERJSILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. ••.,-, QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER . 6063-T6 ALLOY AND TEMPER BLADE Or ONLY. 6065-T6 ALLOY AND TEMPER r 1 _ COMPONENT A B 71 72 --1 i llMNXMYMNt , , 3X ,I3V-" 11i .t 1 0.062 I 5MAX. 1/81/8r 2 012 5 I IE " 0.090- - - 1 I e 1 (113) I 2 ;5-MAX.!0.192"I 0.192 . I I x (1.5 SIDE ANGLES, I i 1 .. .... ....__...___ 0 UATITIE15-F.FRI-LISE W/ MV ALUMINUM ANGLES CI? 3.5" 1 7"MAX. 0.190"1 0.190" (2.-6 CORNER POSTS BLADE CI, WADFILO F66ti , W/ HV I I QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. :Et, i 2" 15't.fAx.1 0.139"I 0.131" BLADE(I) 6063-16 ALLOY AND TEMPER i 6063-76 ALLOY AND TEMPER ., Iiii11,0",:e FLORIDA BUILDING CODE (High Velocity Hurricane Zone} - W - - -..... .t 3,.,S '„....... .1..... /2'1. ©2017 EASTERN METAL SUPPLY,INC. BERTHA Ifit-m Al.. ('' " - 11 l 7-71,'. '"' ." '1 / IILIECOINC. \ ASSISIAIII Accordion Shutter Systern I,v H.V. BLADE#1 W/OR WO RV.WINDOW BLADE American Shutter Systems *: TILLIT TESTING & ENGINEERING COMPANY RENE DESCRIFTION ME DRAWN 1310 MI. • •"""3% R ATE nt Association, Inc. 1 OLD 15-080 *8/02/17 DATE: 65/02/17 - ur i r... 4. 6355 ti.va..36th.St.Ste.305,%AGM C47101910.ruttioA 33460 ' s. .0.• /ZZ •'r''' `',. ORION.,..:4<:VN'' Phone:(305)871-1530.Fax:1305)871-1531 4268 5,95111 111159006019944,111159006019944, West Roads Drive E West Palm Beach, FL 33407 MM a MI DRAWI/qG No N.....,.0,'...........„,,V.-,1 E6-0006719 Phone: (800)432-2204 . Fox: (551)209-8380 4 "RE. .t7TPRE ' 17-122 -_-qqMUT a,,ALop silo tfg.i.r /DATE WALTER k Jr.P.E. 01_01100 LV.i 44167 6 SHEET n',..........1, 6 2 OF 20 -- - c. .._ . _ ___. - _ _ 4.575" "-:..-- _ .. --_ _ __ __'._-'.7A54.660-2.293" _ 33{ 1/T 30 l/ I 114-20 �� an Nc ENwcET. - _ _ _ - _ .929' THR 7 2.293' .745" - 1 i i i 70' .S.lt.5. / BAxED PAINTED 114 EADED� 1 DIE CAST • • t o I *-5 i - 0`i -TYP.) o �i HOUSING ENON.EL I a$�°' 1--`5:1 ^ �� i o 1 i / :0 m . �I, I ',0! �,MED PNNrEp /� j f Y{ ! .I' '''-'5' o ] ( I f a iS7 EeREss TVRr< f 0 7� m t �t ,2-;, H! k. I lJ I iC�I� o I EAL ;s$.• f .062. .a i, w ':I ..0\ i I"+� o `.a7s'I n I �,i mC S o �I c 111, 1 7.325-1 "I O� �� .I i 1 1 _�� .379" -{ NM N moi ; L 6RASS CYUNOER NMI t.BRASS CYLINDER 0$`-A�A,. •4454- �) 7i i�e I E.KEYS(CHROME (CHROME PRATED) PA) swam m w- .I INN c' PLATED) ( 1 •HV•CENTERMATE. �°' 2; HV FLOATING CENTERMATE` yh°ted% fan 1'323' '- V LOGE( HV EGRESS�LOCK. QUALIFIED FOR USE WILO NV BLADE CO �1A ONLY �, , ^?,./i 3.023" 875' QUALIFIED FOR USE W/ NV QUALIFIED FOR USE W/HV ) 6063-r5 ALLOY AND TEMPER QUALIFIED FOR USE LO NV BLADE A}ONLY - - e7 BLADE 01 & (1 ONLY. BLADE®& 1 ONLY. -+ 6063-rs ALLOY AND TEMPER 1231 HV--CORNER.-CENTERMATE rup.......' ODALIFIED FOR USE WI NV BLADEQ)ONLY - 2.0''.0. _ 2.674' 6063-76 ALLOY AND TEMPER PLASTIC HEAD of 1.756' .922' 4..45" .J21- MOIASCREW hi m Pi mF. _ I ED TO I+71:k I:3 a6'I^' mI \? 1 c f,'- I'g25"I BEM IVETING MER RIVETING • as ~1 I1 ,;I of o 4 c' c I `° N\e, os?, C.�i2 UNE `� S S.S. 0-20 x THUMBSCR 41. 1�4"f6-20 RIVNUT* 4 I 1 ,-44, iAIIIIhptl m m!� M 0111932(2024-T3 ALLOY)LARGE FLANGE THIN 27 A 2750 k --+ e --+ _ , �f��r, .822" 0.-- NUTS..••-0 i 0220,AS MANUFACTURED BY AVD9_ CHERRY TE5TORN,P"•'.NY,NEW JERSEY 07254 OR EQUAL PIAN " FRONT E`-TION (_g H ALE "T" LOCK CE --*MATE ., \' HV •• " !OC HV ALTERN• .�. LOCK 7; LOC FOR "T" LOCK CE' RMATE a ALIFIED FOR USE W/ NV BLADE( Y (Z-3, HV FES"ALE "T" LOCK CENT'aRMATE 0 6063-T6 ALLOY AND TEMPER '' "" ALIFIED FOR USE W/ HV BLADE(1'IONL QUALIFIED ."' USE QUALIFIED FOR USE W QU !ED FOR USE W/ HV BLADE 1l�ONLY� 6063-T6 ALLOY AND TEMPEkR'" W/ ` •DEQ ONLY. BLADE 1;ONLY. 6063-16 ALLOY AND TEMPER _355_ ,.977 1.977 h .+1 3 3.161 6. .063' a� .tt� "►III 1< .:3 1..3 3 I qii.r -•UNDERRN m '.' .063' L-W, I ( 1 I..O6 YONDER OR NI .2/ " ^m _ 74- co, i m KEf CniNOER f - �,. --k S.-�'=rs L ')2�� 1 NMI,m .i 71 I ° ' o • 0875'Mfn. ,a .i �t.-5' m o 1 .t25'Max. 31 a CENT RMA E W NO LO ING ROD A LOC I G -.0 . I •UALIFIED FOR USE W/ NV-BLADE(t)& 1/J , QUALIFIED FOR USE W/ NV BLADE 1 & 1• D ENTE• ATE'S SERT �I Il�.. 6063-T6 ALLOY AND TEMPER , JJ m VARIES, 12 MP. _ � QUALI.6 D FO6 UALSE W/ NV TEM PED IAD &(11 '? �� ''o y 1.130"- I THUM6IURN I 1/4'0-20 S.S.OR 3/8'0-15 I 41/2' ACETAL THUMBSCREWS. I 41/2 .� I CYUNDER 1 100 Al- OR KEY (SEE DETAILS) + �S .7.57 kAin.i CYLINDER mi t. 'i mgr.- f 415• +f *I 1.-:"Mox. 'RI `! a' 1/4'0 � HO LOCK QUALIFIED -J 375'0 QUALIFIED FOR USE W HV BLADE .'36 HV 3/8"ø-16.ACETAL (37) HV 1/4" 0-20 AISI 304 BY REG '0 HARDWARE MORTISE LOCKS SEEKS 2333_800: BOLT.LOCK.. 6063-16 ALLOY AND TEMPER (THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ NV BLADE1,& CIA ,5 INSTALIATIOid WILL REQUIRE A 7/16' HOLE QUALIFIED FOR USE W/ HV BLADE'® QUALIFIED FOR USE WI NV BLADE® - �, iF p ILLED AT TRACKS FOR PROPER EMBEDMENT _ ATtT+7Ays."rys^ - .- - - FLORIDA BUILDING CODE (High velocity Hurricane Zone) -"---'-- ,'T, k -7 ©2017 EASTERN METAL SUPPLY, INC. ,�'sN. " \NOE/4.4..,(.s-. BERTHA HVTM :1,40."'", n+ lILIE c a eNC. A.S.SIIA►. ARV. BLADE ccordion W O_wuo xV E T .; American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. TICCIT TESTING & ENGINEERING COMPANY Association. Inc. i /Dz/ii. DATE: oa/oz/17 M1' 'Y'•. or V.,..,,) 6355 Km.36th.St.,Ste.305.VIRUL4':4 GARDENS.FLORIDA 33160 L 1 '' Phone:(305)871-1530.Fax:(305)871-1331 4268 West Roods Drive 2 DRAWING No <UAiIM•:' t4 1A a-mail:tatecoBool.com West Palm Beach, FL 33407 } -�,_�6%.,_a•'•""' I ` yi E5-000e719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122- -, 7-1 22- rfm t.°6"'.-,0' WALTER A.TILLR Jr,P.E. P E:-SF A.Ri/DA E FLORIDA Lk.(!44167 6 3 SHEET OF 20 111°7 V .ASSEMBLY SCHEDULE FOR i i 1 H V 1Q HV I 3/8.06T4_, 72^ MIN. L RMCE 0-\ ¢0 �(z� TO BLADE TQ. 0625' 1O HV BLADE >, i j �✓ i. i EDGE I --It AI .7&75•� .- ..=—� /� ! ttY WINDOW BLADE .0625' -.0625 .0625" NV BLADE 1A ii , I • "� _� I a i BLADE'S-.` €4'0 OPEN4ye; ria7s' YJ CO HV LONG RECESSED NYLO USHING 01 a J n KNUCKLE I I i .0625'21121875" 0625^, 0.062`r 14 34 HV SHORT RECESSED NYLON BUSK•G 'a Efi L'/ I 11: 1 /�/ 10 R7.7S, 40 NV NYLON HAT WASHER ©OR �0 N a-0 to €'#� I i � PORTION a wlst / /' �s0' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES r ,470" 4fl J,a 1 i /o�i o' X 0.870"x3/16" THICK NYLON WHEEL. 3 3 r' 2 7j8'MINI / HI/ DOW / 3 BEAR 0.188"0 AISI 302 SERIES S.S. RIVETS I 315"Q„` `? f SEPARATIONI I 03.000t •..03.7500' I BETWEEN .0625 `0625' I ITIL® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR II I :I;--` OPENIBLA�I GS ^� I i 5 3/4" SECTON Y-Y i t 47 "0 ON CENTERS•*s ,7500" 4@3 NV 2 3/4" ACCORDION PIN W/ #8 HEAD * f `r- �` �47�.. oTI' 1 r i c2 1/4"LEAR 4950004049005 (D� �1BEIWSEN TYPICAL HV WINDOW BLADE I� AND POLYCARBONATE IMPACT RESISTANT NV WINDOW I I 7 _ _ T. d( �-3s IN co L I POLYCARBONATE HV WINDOW DETAIL {/4'fit �OR ® r® or � `-- 1. I N.T.S I -"-�� (SEE NOTE FORid I i 1.REQUIREMENTS) Q OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW _ I BAYER MAKROLON 3103 POLYCARBONATE ,is ., �' �i I I 12"MIN.CLEARANCE RESINS, UV—STABILIZED GRADE OR SABIC * }�V PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR4 } To BADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN (� X I I . I ED I (SEE NOTE F" ON SHEET 19). NV(1 HV OA o O0' tA r `I /(1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR 's- —' rP1 lig BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV 1O OR 38 44 POLYCARBONATE SOURCES FOR HV (13 BLADE. TYPICAL S UTTER ASSE BL � E RIOR APFL>�tF RESULT TYPICAL PROPOWES SEAWARD wrai s N.T.S. S: 1' w.nc NV PIN 42 OR 4 AT- REFERENCE / 16,Fav (2) HV PIN 0, MAY BE USED IN LIEU OF 0 AND ONLY AT EXT RIOT { °' ' ' . �"" � BLADE'S KNUCKLE. ,}}'' P5 081• EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HV t 7 cDa2s {SEE NOTE*FOR yf =Ecata GRAVRr ASOI 6792 0.043 it/In 0.043 IErn BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. \ ,. 43 "I REQUIREMENTS) $S NPr' 00. .046-i7 �."'j��sI 1 TENSILE -,55i4EYOLH ASN 0638 9,400 0.5.1. 9.505 p.8,5. TYP•��,��\% \ ;I FTDOIPx 'e,. AT'nap AST!0790 12,500 Ps.t. 13,400 o.n.t (3) HV PIN p? OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ,.. "qi�2,� I ;I FLEXURALMOOL4Us ASN D790 340,600p..3. 346,060p9.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, >,SHEET Q �`"� 1NOTC1,50 '8 ASN 0256 18 Ft-lb/In 17 FT-lb/in WHEEL CARRIAGE DETAIL tiff 5609.E 0ENSRY A 02543 47.2 0 64.5 5 VAX N.T.S. ASSEMBLY LAYOUT RAIZ 6F BUPN040 :s. .635 D-1 CLASS 0-1 CLASS N.T.S. SELF IGNMON ASIS 019- 1040'F 505'F WFATHFRINF: AS11.1 0155 TEN55.E 559054516 AFTER 60659 775 45TU 639 '•02 P..L 0940 8.n.,. () HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE STRESSB50RE WEATHERING AST/.1635 645 2690 os1. N.T.S. 1 ITAAr„i,Tit,„w”' AT „_ FLORIDA BUILDING CODE (High Velocity ricone Zone) 1541\.fit” ..••.. 7T - ©2017 EASTERN METAL SUPP C. 11.40 ' �'.%\£AEii$ "..,`"yM„ BERTHA HVTI,, ` C S " Accordion Shutter System 1 n / 16a b ® I iN C. \ ■ r ■ ■ KV. BLADE#1 W/OR W/0 H.V.1MI CW DACE °fi1E'� American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY; IA,L i. TICCIT TESTING & ENGINEERING COMPANY '''!!'� , Association, Inc. I oLn 15-050 26/02/17 DATE: 0E02/0'.• �+j n ;'�-e.A;\ 6305 N.W.36th.9t..Ste.305.v.FE,,, GARDENS,1-5FLO5A 3356E 4268 West Roods Dove • C c1 -,,,RIO.,- TS Phone:(305)871-1530.Fox r(305)671-15312 DRAWING No •'_�U e'61,:;*........ 1,��1T e-re b7LecaO setcom West Pcim Beach, FL 33407 3 �r ' ONA\,, rr7 EE0005119 Phone: (800)432-2204 . Fox: (561)209-8380 4 17_122 '' 1J ' mi.TER A.NWT Jr.P.E. P.E."SFA/51619 7 E'DATE FLOODS Us.#44167 SHEET 6 _ 4 OF 20 0•�,'GT — *NOTES ON HV LOCKS AND CENT RMATES: 1.MANDATORY CONDITION 01. ONE HV LOCK 'or B SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN _ _ @•'�2J .@c12)'@ OR 12'ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY A 1. ,,, 0 , �8.,29t ja I L,,,�jl„1g..'�511 ELEVATION. HV LOCK 2 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Qn OR,�3j (eD C�,D V` �;,j' L.J' �:1' �J' 9 w 3,�91,4%la 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 I 35'x I L Z- �2 TYPICAL SHUT CLOP ELEVATION. \ I �• Irf' .� /. - II A 2. ,.Ili/ ,:c l: IY • III.. la:.:1 • .,:k..• r: SN•11'! 6:_• �L 1; r ONEHV LOCKA4 OR r` W/ TWO •G 4 ; I ROOT�CFlUNG INSTALLATIONS. TWO HV LOCKS q, OR�$.OR 2 Q.Uw 1 IIII�.— GF LOCKING RODS B AT TOP & BOTTOM SHALL BE-USE/D-�FOR ANY SPAN AND INS ALLATIO AT ANY ELEVATION. '1 B e,2ia-` 1 R I IIll, HV LOCK 12. OR 1 SHALL BE ATTACHED TO 9 OR�)CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL rI Iv. •_NaD_Hvr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. , b---- pDe-Nve / �I{ �'� 3.OPTIONAL CONDITION#1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 1Y10 HV VV— LOCKS 24 ,2_p OR O MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1.23 � �+ OR 22 SHALL BE AS INDICATED ON NOTE (1) ABOVE, „ ,'��;'4'' 2Ogt2�hR'LbIca01aa6,�� `-f �?IO1 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. 1y1 1/ II4. OPTIONAL CONDOION 12 (VALID ONLY WHEN IANJOATOBY CONDITION $1 OR LIMITED MANDATORY CONDITION Al IT I 2 IS USED W/TWO H.V. LOCKS• LOCKING RODS ARE NOT REQUIRED ATJjURRICANE POSITION, BUT MAY I BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 05 OR AN ALTERNATIVE DEVICEN ',IF...? I I 1v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). {c HDL-NVC >Ni I Z 5.MAND/TTORY CONDITION f2. ONE HV LOCK I �o 123 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN '� 3s> gam �+ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or $SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N„3 `_, b ATTACHED TO R3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS 6-'S. Minh 10�1g2 IT I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ T- F3 ” ' 6 ' MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. //l '\ Hoo_.rvn ,,'p- HOD-11O0 I ,. 6. i:l 10:..:1 I I..L.Y •_e 111.'. a l I I• •1 A : . TI.,.AN: NII : :P- �j©o-- `V� 6E� OR Q2: ONE ALTERNATE HV LOCK GB MAY BE USED IN UEU OF HV LOCK 254 or 0, FOR ANY SPAN AND ( _ o Pzo'� - INSTALATTONS AT ANY ELEVATION.ALTERNATE LOCK(3 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT // .rive.— `. Baa OF 1/4'0-20x3/4"S.S. THUMBSCREW TO 2)OR 1e CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. t..._r' �J 11 RNNLR AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO II LOCKS AT 1/3 OF SHUTTER SPAN. ' 1 1 ( I Ilia 7.MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 2g or 29 or(§SHALL BE SEE END 1 II .. 5' USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP DETAICONNECTION I ��y, t ( may,, ��J' L/J�,+ ley, I TO 95',AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK or or�6 MAY BE USED AS AN INSIDE OR SHEETS OND & o (� QY 00 O. OI N Q ( OUTSIDE LOCK, ATTACHED TO® or 2 -SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. 18 TYP. FULL I mF 1� I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(S W/3j I � 65 OR TOP AND BOTTOM IS COMPLETELY MANDATORY. HEIGHT. I I OF CORNER o v1mED prom I CENTERMATE *NOTES ON HV "T" LOCKS AND CENTERMATES: ' ( 'Q° ®•v7ox•`°x 10'•3)°a ) 1.SECOND ALTERNATE TO MANDATORY CONDITION E7 VALID ONLY FOR NV'T'LOCK Oa.AND CENTERMATES�B AND l ONE ALTERNATE HV"T" LOCK((0 MAY BE INSTALLED IN LIEU OF HV LOCKS 531 OR 25 FOR ANY SPAN AND (11.3••@)11.1C7).,j j0.4.2].�;oa INSTALLATION AT ANY ELEVATION.ALTrRNATE LOCK�.,IAY BE USED A5 AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � , OF LOCK(i0 INCLUDES USING REINFORCING LOCKER-22), AS SHOWN ON SECTION KC, SHEET 9, WHICH MUST BE (�./7) • I/' C•es - •CO. CONNECTED TO CENTERMAIES 6 AND�W/ 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT WI 7/8.0 x 3/32' r. WINGNUT OR W/ 1/4'0-20x1'S.S.M,S. INTO A 1/4"0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 1g•(f)ce a 11 Siii°''1 S�' 1a+• MAXIMUM AROVF*NO_RFT OW MIDSPAN USF OF TWO I OCKING RODS 6_S TOP AND BOTOM IS MANDATORY a•18)0e 7 9•dScs .15 ee(Je11C.• A NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK W/HD CENTERMATES() OR I j W/l33: ONE ALTERNATE HD LOCK 33 MAYBE USED IN LIEU OF TYPICAL (i) HV BLADE SHUTTER ELEVATION FIV LOCKS 53 OR a FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.LOCK.ATTACHMENT OF HD LOCK TO a_Is W/3 QB x 3/8' F,H. S,S.M.S.,AND INCLUDES REINFORCEMENT INSERT.:)AS SHOWN ON SECTIONS HDB-HV AND HDC-WC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS O5 IS COMPLETELY OPTIONAL. 111 �p A ry'% FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - ,11,11\p_t`,,..C;:r.<4TZ ©2017 EASTERN METAL SUPPLY,INC. \..\0F.IJSF•. 1.•_ .. BERTHA HVTM A S S A Accordion Shutter System T} / / I I L I E C OINC. . .�y . ♦ • H.V. BLADE#1 W/CR W/O FLV. WINDOW MADE , -a ; q, //� * • American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: AI.L • li.• fA : TILLIT TESTING & ENGINEERING COMPANY �F Association, Inc. I OLD 18-050 38/02/17 DATE:' 08/02/17 Ca.:, �C .' T �' 6355 NM.361A.SL Ste,]OS,NR01HF G.'nOD15,ROMA 33106 , /F](� 1� . � 4268 West Roads Drive 2 '6'.... "ITIVI; 1 Phone (JD$)871-7530.Fax (505)871-1551 DRAWING No 6'� -••.....•..' ',$ 10 o-mai:4itec000el.com West Palm Beach. FL 33407 y .-Q/°'IAL c-`C\•ttl1 xrALTER A00D007 9Jr.P.E. Phone: (800)432-2204 . For. (561)209-8360 i 17-122 ,/ FLORIDA LIe,#.4167 5 SHEET P.E.~SFPLr516NAMSE/DATE 6 5 OF 20 CONCRETE ANCHORS CONCRETE ANCHORS POURED CONCRETE -7 POURED OR CONCRETE BLOCK/ - POURED-, CONCRETE, REQUIRED i CONCRETE \ REOUIRED \ ' 1 MACHINE SCREWS (SEE SCHEDULES ON '1 0/ 1/4-20 ,..--CONCRETE ANCHORS \ , r SHEETS 13& 14A) 1 NUTS 0 1r O.C. \ , I SHEET Is) / / (SEE SCHEDULE ON SHEET 1)) . \s, I., ‘ 1 / . / 1" ' ,.. . 1 ' 11 rMin•- I ,._ , 1 I../-0 oR C) r-E0-1-E2„2„..../ u.M.AsiCt4NGINEIX111011Smas -F- . 141.... .........Li-E0 E0- , 1/2" , 1/2"' 1 . ''.I. .... .....Z. I 0 12'0.C. I 1/2".2 1 MutiLmM : 1 1 E.D.. WI 25.0"Hoz ' . . . 1 T-E_• _ •---1 OR • '16 1 I tell C)IR.C) 1 E "1•iLl u m ID 111) .250" E 0. 1 • -on 7 . ' :it F.250-Km Max. i • 1 , N HO .. >.• . ' I • El.. , OPTIONAL El \ .1 \-OPTIONAL IAN.SEPARATION1111 * I , MIN.TOSEGPaASTION I TO GLASS(SEE 1 . IHLIt, ., ' . i SCHEDULE ON SET 1 0 (SEE SCHEDULE ON 11 FOR BLADE%1 AND 1 OR 6-4* ,-,'• EXIFING___; SHEET 11) 0 GLASS COSTING SHEET i 9 (s1.1EIEN.SSCEHrouLETIONON TO GLASS GLASS___.: BLADe.S Ti&a :I g i EXISTING SHEET 11) ' GLASS-, i 1:III (a,HV WALL HEADER INSTALLATION (As/ HV WALL HEADER INSTALLATIOW 1i HV WALL HEADER INSTALLATION ' 4\ EXISTING -1-,./ I 1 i EXISTING , GLASS--, .1 1 i , MIN.SEPARATION 'El III--C.) TO GLASS(SE GLASS— MN.SEPARATION TO GLASS 1 OR 6). -0 EXISTING . ...'-1 saisautz 014 s.,-Er ;i I`. •;IE i i IT FOR BLADE®AND . , !Ti ''I1,- GLASS (SEE SCHEDULE ON 1/4.j (SEELI I N.SCHEDULESEPARATION ON SHEET 11) TO GLASS ON SHEET 19 FOR ,i 1 BLADES°& ,Q3 - ;,..-OPTIONAL _ . SHEET 11) '' ... L ,R.; . . jcii Linz. I :I 1 •ili i ,..1/4"Max. ;'" ",-OPTIONAL . HU 4-1 .•,. .I 0 CR C) t Ea. TT .I.. ci Di.,... jrn E.b..' NI. • • ; ;•,..,..., A14 ! " 1/2,. it) 1 _,....E.0.., L ,-6 7 .....s i LECITE0-1 ; . ‘ I ;-1/2. ' . ..... 0 OR 3 L • , I \ \ • 1 $ -00R 1,(3) I ----1/4"a 20x3/4" .S. .. . l\ LEO_LE,,_ PHILLIPS'TRUSS HEAD . \ 1/4'o-20x3/4-S.S.PHILLIPS / ? \\.... 00R0 1 MACHINE SCREWS USING . r • \ '- CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ', ' \-CONCRETE ANCHORS 1 = L 1"_ 1/4"'-20 NUTS 0 12"O. . \ -(SEE SCHEDULES ON - ,' ,` (SEE SCHEDULES ON . Min. POURED CONCRETE- SHEETS 13& 14A) W/ 1/4"-20 NUTS 0 12O.C. POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK -----.,--,---- CONCRETE ANCHORS REQUIRED ,--s. WALL REQUIRED ,It') NV WALL SILL INSTALLATION- : POURED CONCRETE_,i (SEE SCHEDULES ON (F',_}HV WALL SILL INSTALLATION _ _ _ _ . _._._.. SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED t..-: HV WALL SILL INSTALLATION — .._ _ NOTE FOR COMBINATION OF SECTIONS: INS ALLATION DETAILS W/ .E.D. EDGE DISTANCE 1- SEE SHEET 4 FOR TOPICAL SHUTTER • SEE LIMITATIONS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 2- MOUNTING SECTIONS CAN BE COMBINED BLADE 6,,ON SHEET 19 D HV IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) s -.-.----..:.-- -,---------- -- - -- ---- 0 2017 EASTERN METAL SUPPLY.INC. BERTHA HVT,4 A. .. „... i.8,,...... ...p,...., / ilLiEC 0 INC. \ A.S.S.A. Accordion Shutter System • - . : , KV. MAX#1 W/OR W/O H.V.VANDOW BLADE TION DATE 00100 M DT: .L 'IS i*' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION TATE OF : : Association, Inc. 1 OLD 15-080 78/02/17 DATE: 08/02/17 _ '.OA••• As ..A . ,:. 6305 6.6.361.5.SI.Ste.305.MRC11114 GARDENS,FLoROA 33165 4268 West Roads Drive 2 '.'e_Ct •• ati101.•., c1 o Phone:(305)871-153D.Fez:(305)871-1531 West Palm Beach, FL 33407 DRAWING No 3 -` U61 '.........• t, , 5 ,1 5,11011:tiltecoOeol.com EB-0005719 WALTER A.TILUT Jr. Phone: (800432-2204 . Fox:(561)208-B380 4 , 1 7-1 22 P.E. ;2:-'SEN-,MATURE9bATE FLORIDA Lie.#44167 5 SHEET 8 6 0F20 _ . . - . _ . . . . .. . . . . _ - - - — t l ' EXISTING .1:2.2PAPAVON TO ClSS :--(S S1,,T IN GLASS----: '''''U' I , 1 NW SEPARAToN , 70 GIA-G -(SEE sow:pus oll 1 / POURED CONCRETE-ANa--SORS-- UK -MRS= ','D OR wk i CONCRETE-., '. (SEE SCHEDULE ON SHEET 13) 1 ‘'. REQUIRED s 4. . -113CHEVLE o4(cr g 0 I 1 I \ EDGE OF SLAB IF Ii1MR NAM 1 rea On mar se SREET Ii) 1 1 : -R- \„, \ . \ \ I =-E0--*E1-• E D.* APPLICABLE EXISTING .... Bizes',..ne,,9 GIASS-' , AETEANRCHMORTE-\ 1111 mi—I #1043/4"HEX : LOCATION n RI WASHER HEAD ;44;t. I • • 4.6 k— ye,MIN. I 7 .ro TEK SCREV1S 49 12-0.C. Nirsli,..---.--sm EXI G / 9 ( illfft hi tfl. 1 \ :3/641.-IN. 1 CONCRETE ANCHORS (SEE SCHEDULE ON • Aili . IT, . s_, . . _ ,._. N ... i NMI . SHEET 13) , ' ' . EG ,i, EQ. , , '4q" • .1. , . . EDGE OF i 10STING* I EDGE CF.—. 1 • L EDGE OF ' SLAB IF APPLICABLE ' --.. ,411j ' , ; ; I/2"4 1--1 EOGE OF I SLAB IF ! ' A APPLICABLE /6 ° Lr ( Pm SEPARRICP4 ISLAS IF , APPUCASLE I / 1_531 ;'";• 5,0.-4 1, . . , SLAS IF • APPUCABLE ' I /If . i. TO GLASS(SEE 1-----r., ,,FOR EtACE . ,...,. POURED-1/ . . . ' . • POURED j / / I -E.D.* I . I / --, . LI POUREDJ 11 .3.)OR it.6 CONCRETE 1 CONCRETE IEUErM®&CA) REQUIRED E.19.. E.D. REQUIRED LFLAT HEAD CONCRETE ANCHORS CONCRETE -FLAT HEAD CONCRETE ANCHORS : . (SEE SCHEDULE ON SHEET 14) ' (SEE SCHEDULE ON SHEET 14) REQUIRED Iti ( © ,. -EIV'CEILING--.INSTALLATION":... _ CH'-HV FLOOR INSTALLATION_:I-'', tl. '...HV WALK—OVER INSTALLATION' , . VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING& FOR SPANS PER SCHEDULE#4, SHEET 11 . 1 , . -... -C.•1,- ; LIN.sEmencel di ,r1 0I (S E H oll S .14 MIN.SEPARATION SHEETS 14& 14A) ,, 5..}115 .,, / MOND EXISTING___J .17: 1 EXISTI.s,s__ I If . TO GLASS 0 EXISTING WM SEPARCFON V--i Cl•ASSH TO MASS 0 ME 560:-.. --(SEE SCHEDULE 0 11 1/4" CLASS ; NIH.SEPARATION . ®1/4" SHEET 11) TEI.:...n oviGreumukix/40:o3p:0.E: c..4-4IT II) • ..---(SEE SCHEDULE ON TSGHEGETTASISI) i i AWARDED TlaREADPORM I I . , • f MAX. 1 F. a'•-...TAPPER+0504005 W/ [MAX, ' 1 4'MX EISEDULINT C/6' 2 I-4 111• ' HIS #1043/4*HEX I 1 / oz.F•R UP TO W-0-SPAN/.10) D.* , . 7.1MASHER HEAD , i 4-O. FOR SPANS LARGER TWIN 1 0 14i - I 1 3/8- a TEE SCREWS E.P.,* / . 5,.. up xo r-o•13OL Apply -7 AT EVERT WOODIER FEAD / i a.'"P') -' NVZ fit9RMLINSTSKTICRIS"V‘L'71'n'-- 31i13- „.:,.. #140/4" HEX HEAD_/ ; - I f I I [ 111 ; Um.. gII,/ ,.._.,, if-, . ,2-0.c. -....- . , I T() TEK SCREWS 0 9.0.C. i 4 if 14x3/4"S 0 S 1 1 WS" , ir i al F.LIAX OR 1/4-0-20 S.S.MS. 4 CONCRETE ANCHORS k . ,b, g (D-A.{) 1-. 3/' 0 g'0. 0.* '' [ , i co . wi NUT CI 9.0.C. r-(SEE SCHEDULE ON 1/2 I/2‘ I 1- ‘.4111"1.111 nib' 1M .... ' I ..„(i) 5/4'Vr .' 2 -_ 1- •' 4 .• 1/4-1-204/4'SS MS C>R0 -1a..),‘ •, -LISING 1/433-20 NUTS i 1't . ilt .' • . • . . . , r • . \ \ . '',11L1 7./6--1-1 7/5".-LM ' _____. I • \ ,-#14x3/4*F.H.SOS. ;;;?' I 1 I \-CONCRETE ANCHORS POURED CONCRETE-2' (SEE SCHEDULES ON -SEE NOTE 13(b) ON SHEET 1 . ". \ C/9`O.C. .,....,? . .. 2.00.NIH.. _4• ' \ E3I011110 Nou SIRUCTURFL ' I I '/ g.o.' • . • \ OR CONCRETE BLOCK ' REQUIRED SHEETS 13& 14A) \ POURED CONCRETE 'SEE NOTE 13(b) ON SHEET 1 I.• E.D. I-WAU.TRIM(DECORATIVE SILL) , OR CONCRETE BLOCK . - F.4IN. • OPTIONAL-1 POURED / -EDGE OF (IT 44 HV WALL'FLOOR-INSTALLATION REQUIRED ''. r. POURED COI:CRETE REQUIRED CONCRETE- REQUIRED APPLICABLE . (if,. HV WALL WALK—OVER-INSTALLATION, cc) HV RAINGUARD INSTALLATION t sit-4>KEYSTONE MOUNTING INSTALLATION (LI• MAXIMUM AGM.DESIGN PRESSURE+64.-72 Def NOTE FO COMBINATION OF SECTIONS: '411F*4' MAXIMUM SHUTTER SPAN 11.-0' t THIS INSTALLATION SHALL BE *E.D. In EDGE DISTANCE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT • SEE LIE8M1ONS OF USE FOR INSTALLATION DETAILS W/ ,,,T) HV BLADE. ASSEMBLYBLADE IA ON SHEET 19 2-MOUNTING SECTIONS CAN rnt BE COMBINED OR ENTRANCE IN ANY V/AY TO SUIT ANY INSTALLATION. .i.. .ore-,.... .0,- _. • FLORIDA BUILDING-CODE-(High Velocity Hurricane ZoneY .? ----., , i' .",,,,Vck A' 01.40 %-,.. 0 2017 EASTERN METAL SUPPLY, INC. 1 / BERTHA HVTM, '.. / liLIEC 0 iNc. \ A•S.S.A. Accordion Shutter System 1.,*-,,,k.... TTAirE 10? * RV. BLADE#1 W/OR W/O ELV.%MOW eua American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: ILL .: a TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 out 15-CAD 06/02/17 DATE? 06/02/17 ...itt•$ 6355 N.W.36111.St.,Ste.305,VAGINA GARDENS.FLORIDA 33166 '. , ' - .... .41....:•.:tORIDIN...;4,..;' Phone;(305)571-1530.Fax f(305)871-1531 1-nnoil:tiltecoGool.com 4258 West Roads Drive West Palm Beach, FL 33407 2 3 DRAWING No ••....c.c.,..:-.........• ft, ‘ EB-0006719 Phone: 000)432-2204 . Fox: (561)208-8380 17-1 22 ---s"6 TAM t`kt...0% WALTER A.TILUT Jr.P.E _ P1:-S../.....gURE7DATE FLORIDA LU..(I 44167 5 SHEET 6 7 OF 20 • 111664 . . • • • SEE END WALL CONNECTIO DETALS ON SHEETS 10 & 18 *SEE NOTES ON LOCKING RODS 0.HV LOCKS( or() .. go. Is 5,...b .-1- 7INSTALLATIONS W/ (D HV **AND ALTERNATE KV LOCK 0 ON SHEET 5 OUT IN ,—EXISTING CIA.. . BLADE SLACK DETAIL KW'IS VALID FOR ALL 4i Bi ' I HV CENTERMATES CENTERMATES A.PUCATION WITH SLACK®/ r •0. ,"Itt OR SEE END WALL CONNECTION 1,0,13I ©.13I ©.0.0.1.(3se _, r—EXISTING GLASS DETAILS ON SHEETS 10 & 181 (D+0'©°R0'10•0'----7 i . / ? fi. \-0/ (0'(0'©+*0°<)*0'4-7— T 2"142-x 1/6"W.-2" '. ,' ®*g"0.0"0.0"01 3 1/4" 7" 6 1/2" 7" (6063-16 ALLOY)ALUM. '., - i i $ i ANGLE W/(2) 1/40 TAPCON .N. 1/2" DR OD+Ay i ' OPPOSING SYMMETRYCAL I ANCHORS TO CONCRETE \ . — i CENTERMATES 1 CENTERMATESI MIN. SEPARATION (TOP/BOTTOM)Z.: \ ,- #10x3/4"S.M.S. 0 12" / W/ HV LOCK O ; g „-..-.N.44 o.c,FULL LENGHT. W/ HV LOCK j.,/ or 6* TO GLASS (4)#10x1/2*S.M.S.TO TOSE 1 i (SEE SCHEDULE ON AT EACH ANGLE(TYP) ,., § 1 ID .., •,' ,/ ..,41 i ' @4\ (9!.._ IN I CS-* (137 SHEET 11) ''i"I i ' 1"-- I \ I I 0 0... ,.. i \ / I , . 1,,,,________________ ,.,,,,,,„ _ __i________4____i_____ _______ H sk. ,....,.. 1 i ____ )0,_____ \ ____ /____ ,:...k_-_____- '"1 ..... y....,,,,,,- _0 / v \ ro 1-1 1 . 0 \ 0.„ 0_, . ,.. ,. „,.. ,/AAcp .., 0• ...a_ r),,,,,,/10 ‘, / aq ',.. / 70 i =- -. 1 1/2 I 12” / I /20 / ) 1 0 \ , . • .ro, le-7. v.,,,,, ....) , '0 L 0 I V OUT. • 4. W- . Ct OROOR0+OCROORO.00Ft HVB HVC .0 0.0 HVA 0-@-®.®-®40.0.. ,—EXISTING GLASS r POURED COtiCRETE.OR 0 0 SON® ® ( ".--‘1 10*q>@*0- -CO- / CONCRETE 8LOCK WALL REQU'ED / . ?(IS12,40\-0*0"0*0"0*0°' :., ro SYMMETRICAL -74.\* IN --0-7C)76D:C5-(i)- 4 , \F- - 7-I ukss\ NO 0.0+0,,,A0,-00.C2\ixisrsi•K• ._(,-/, CENTERMATES* ,r"4.2)13' MIN.SEPARATION , , i 2-- , \ 4 1 @-.0'3.0'0+OQ' (SEE SCHEDULE ON OA ; I ' W/ HV LOCK 8 i OPTIONAL I 0„044 0.0440 4(>40 SHEET 12) MK, \ "0* ,z, @_*_. i (INTERIOR) I SEPARATION IIP . . , TO GLASS 1111.1.11.1.11111111.111111111 ca4:D.@ I I (SEE SCHEDULE\ IN OPTIONAL \ 10I 6j j ' f (INTERIOR) frillir b4"1=0111=1/1r1.1,*\ ON SHEET 11) ., ' aliMilrilM. =MEM i I -4 OUT , I-CONCRETE __O__AM, ANCHORS el / \ / -WielheillM1=1&=\* 'vow / V ..,,,v/A. i' ‘Ifs'_/11111, 0' 6 G., thi 0 / • VARIES . 1,11 I •IT \M---M-Y1W \Adid II gm• mi oh......, ..II EN.i millilm ••el i 11..it r4iIiiii...111.1.1.1 .in p si mign I .it °' 0 CT LO* LO' ENNOIMir ' 0 OUT 1/2"MAX.SLACK OUT HVE A) (EXTERIOR) HVF** a}i . HVD „i I 11/01,,,,,,,, FLORIDA BUILDING CODE (H)gh Velocity Hurricane Zone)., A-,-s.;s fief '-' • 0 ,t{,,,, ' ...,/).-..... ©2017 EASTERN METAL SUPPLY,INC. 01 4,\,,, ............../ .. .s. ... BERTHA Hifm ;.‘ • ,., , . ,--..., ., Accordion Shutter System z • —,., . ------: • • ill-iEC 0 IN.. \ ANS.S.A. H.V. BLADE#1 W/OR W/O H.V. %/WOW BLADE ir : ..,...... / i*: American Shutter Systems SETS, DESCRIPTION DM DRAM r.i BY: .L _ SETS,: Z TIM` TESTING & ENGINEERING COMPANY Z. ^0_,.•, 1E r 'er % Association, Inc. 1 OLD 15-080 D8/02/17 DATE: 08/02/17 . 41.4. ..,. ens tLw.astb.st.,Ste.305,viRMA.GARDENS,FLoROA 331SO . - • ' ..:4-URIVI',....4 Flume:(305)671-1530.Fez:(305)871-1531 4268 West Roods Drive 2 DRAWING No e-mc0:tiRecoGeal.corn West Palm Beach, FL 33407 3 et9..,.........'...Ac;S'‘,,I° ES-000671S Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7-1 22 -, o/ONAL i.‘ WALTER A TWIT Jr.P.E. P.t..,SEAWNIX:TUR'ciDATE FLORIDA U.i 44167 5 SHEET _ 6 8 0 F 20 - . . - ._ . . - _ ALTERNATE INSTALLATION W/HV "T" LOCK NV MALE/FEMALE "T" LOCKS CENTERMATES @ , & - - - LOCKERS © W/ (i) NV BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 Er 18 INSTALLATION (10 HV BLA�D�rE, �� OUT IN rt/�ExiO4.5 GLASS BLADE OSU'Cx DETAIL HVF,INDICATED ON SHEET B, W/ HD CENTERMATES � , Y!J , VJ I (� / • As WELL A5 UNIVERSAL FLOATING elf O DETAIL HDO-HND. �4803A0:®oe®oe 10.040 INDICATED ON THIS SHEET.MAT EE USED WITH THIS ALTERNATE lY 4�J"'� SEE END WALL CONNECTION—,I I �O ©a l'..�1• • w INSTALLATION DETAIL FIVO$HOW:!IN THIS SHEET. t o• �7 3 m DETAILS ON SHEETS 10 do 18 1 ©.0.©m0•0.®" I / O I O ®'h.13..0'0 ® (3063-rs ram)emu. I '0.0 35 x M a MNOIE W/(2) '(3 C HEWETE p!g- I I (OPTIONAL) I (OPTIONAL) RNCMO(2 YAM'E , 50#1011/2T.1 00NE /to.3/4'S.H.S.O 12' _ '• __ -- I EACFI ANGLE.(ttP)1 O.C.NLL LFlJGM. / * ) 1N (4)H.V. f IN (4)H.V. ueL stemma; 1 30 HV „T„ PINS(T P.) / I Sia jt( 6 S j2• PINS(TYP.) /W�' t sc TTo v ns ti LOCK (INSIDE} —"I �� o•N S.EET 0 I!3!i �_ 1 ' / \,1 t 1 1 \ I SIL_": Aillhi �}•� y� - _;n - I I/2o, Q \ \ * .. �� �/ O 11- 3 � \ �WabrillIr:-.1-MO-Ir 4 • MIIIMI allIIMIL \� ` �v 35 OUT QJ ‘,...v @ @ A @ [ _,,,.� Iv 31 oR 3231 oR 32 31 aR 32 31 aR 32 is 1/4" 0-20 x 1 1/2" S.S.M.S. c;J I ® (OPnoNAL) *SEE NOTE 6 FOR Hv LOOT®. IR-.M.111 W/ 7/8"O x 3/32" WINGNUT. (oFDONAL)HDB—HVB. OUT NDC—HVC TIT LOCK,ON SHEET 5. * YMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES 30 HV "T" LOCK (OUTSIDE)-- COli3W: s1 « LOCK (EXTERIOR) W/ i5 LOCK (INTERIOR) f SERIES 9444 ALUMINUM LANHVG* (2024-03 ALLOY)LARGE FLANGE THIN g'" „,®•(>0"10 03a' • . SHEET NUTSERT.PUTT#0020, iD+�S a`©•�3mQ•�m AS MANUFACTURED RY AVDEE CHERRY TEXrORN.PARSIPPENY,NEW JERSEY ©4O7 •©m©•(7 •gm 07054 OR EQUAL g.(>0 .(>0, . '00 ©m,0g0,*g m 43-03 ,.., © CD *'_EC NOTES ON LOCKING 00050&NO d LOCKS ON SHEET S . \"0f \ `,-_ • 0 /-0—, .,t **VNNEOSLL WARNS IMMO meet HOD-LOW IS N NW FOR ALL ocoitoNATEs APFUCARONs Wmt(RAO-c)) 1#.7' My HDD—HVD** .FLOATING STACK -. 10"e/,%urr......t,r. FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 1,4y.`...('•I``.....44(/. Gc 2017 EASTERN METAL SUPPLY.INC. ,,,'' ”; '�'G�tVS BERTHA HVTM —"'�-� •. / I I L I E C O I N C. ` A■S■S■A. Accordion Shutter System of H.V. BLADE 1'1 W/OR W/0 RV.WINDOW DALE -0. o -'/I) American Shutter Systems REV.No OESCRYPTIDN .DATE DRAWN BY: ALL. pp ATE TILLIT TESTING & ENGINEERING COMPANY '�1• U.71L,tLL Association, Inc. I OLD 15-000 OS/02/17 DATE: 00/02/17 L ('� UI' 6353 N.W.3I( $L.Sta.305,MAGMA GARDENS.FLORIDA 3310£ Aft4268 West Roods Drive .� �' `\\' Phone:(305)871-1530.Foeoo:(3D5)B71-ts31 2 DRAWING No e-mol: 0006Qool.com3 17-1�^ . C,3f• :•.HIDE.•' (.44--0,'0 \lest Palm Reach, FL 33407 L t�/�4d ! ,�`�\ t+L EB-DDo67is phone:(800)432-2204 Fox: (567)209-8380 4 ,`, r,t Y/ALTER A.MLA'Jr.P.E. P.E.'"SFAL,l G>J.4TUR2%OATS FLORIDA Us, 44167 5 SHEET 6 9 OF 20 1116 I .--POURED CONCRETE OR ,---POURED CONCRETE . POURED•CONCRETE . POURED CONCRETE ---.,r CONCRETE BLOCK WALL ,-- • / OR CONCRETE : OR CONCRETE , ,./--OR CONCRETE . REQUIRED / BLOCK WALL REQUIRED • . ,/ BLOCK WALL REQUIRED / BLOCK WALL REQUIRE . ---EXISTING GLASS ,---EXISTING GLASS CONCRETE ANCHOR.-, /-EXISTING GLASS • . - / I •. r_2"MIN. EXISTING GLASS .., /-- ...• 0 16"O.C. \ ._L__1_____CI MN.SEPARATION .-. ... --..' / --1—-I') • ;•-•-2" MIN. ' . TO GLASS(FLE •. 1"---1"- ,.I., MN.SDRARATTON . SCHEDULE ON,HET MN.SEPARATION :-1 AUK SPARATION • :i: TO GLASS(SEE I 11 FOR BLADE 0 0,11D : TO GLASS(SE : c . TO GLASS(SEE E01-,,. E0 SCHEDULE ON SHEET ON!FEET 19 FOR 1 SOCOULE ON 5.1-FET . ' sa;a3utz ON e---a-r TI FOR BLADE GRID 1/1Cx3"MAX. RADE LT&a 11 FOR BLADE®ASO I , , 11 FOR BLADE C)ASD ON SHEET 19 FOR (6063-T6) CONT. I I ON SHEET 19 RIR ,ON SHEET 19 FOR (LOCATE AT ,a7 . BLADE ITT&g ALUM. CLOSER 1/[\ ELAD-3®&a 172- /1.7----- i........-s®&a EITHER SIDE\...... PLATE. (LOCATE 1/2" 1 s • I I II. - \ I OF())0) 1/2"MIN. r ? 1 AT EITHERSIDEMIN :::F=4 / L . I . '__1_ I -1 ' i 4mJSE 1'OR 2"MAX, I ....2 . • ,. 1-11(=- , #10o/2-S.kl.S.___./7 I I t " r*"‘,.., _____.....„...', i (AS AP P UCABLE)s2"s 1/13-x0'-2" , :rap ____,.... #10x1/2"5.1.1.S. ia ___ ..., 0 16'O.C. V WI, ALUMINUM CLIP ANGLE l ‹- A (6063-T6 ALLOY) AT MIDHEIGHT ——_,..,..,--' ®--/% rirkk• . /.11k•s i (-\_/\ I / ,L j._,•, / , • (2)1/4"9 TAPCONS ANCHORS TO / . \ \(.7 I : / WALL AT T''0.C. (LOCATE AT / \ SEE DETAIL X FOIT-/ , EITHER SIDE OF C)) '' / 1'OR .q / / '1 OR ii _-4•.'"‘ a- , SIDE CONNECTION e (1, OR & \\ SEE DETAIL X FOR-/ 0 OR (re's\ 1 TO TRACKS SIDE CONNECTION 4-...i:`'' `.@"(11)'''t,g.•0:—4'- SEE DETAIL X FORJ C4.)-..L - 1.Et-g-0.0.8*.g)•@., TO TRACKS •,...0. 7 ea(3,9.2).0.1., Cit/•IT.5;.42,•(i_tece 4=54. SIDE CONNECTION TO TRACKS •op.(13,-@•ti.-p-e-o. L ,)..o,...63.0--,..e.0._-g. ®•®•p,,0.(i)• •0.3- •(7)•Ert..,,1,-.•0•a, @•®.ii...-0•0•c§- @•®• .0.0•472.,.. @,,•@,..@•,T3-6,3)•@. a.a..6-3,•73'.8•: ,:. I g"gm°.OS'e3•1.1). II7g-dae.0-•.111.92m()•Q.). 'T•r!".i173, .3,05•5).®..0.-_±...@ ,__ . , • 8'.03•CIff.•1•. ce,9.Q.2.••_4:' ®.Ell.Lk,.gs.• •Ce).•®•••(1-•0? C)-(111.,@*g.'0:*CY.®"E?.'• -.-' END CONNECTION DETAIL® END CONNECTION DETAIL(?) END-CONNECTION--DETAIL:(j- END CONNECTION DETAIL (4) A ,7\ ,-POURED CONCRETE OR 4, REQUIRED ONLY FOR SPANS GREATER THAN 12*-0 V ••--- .EXISTING GLASS ' . CONCRETE BLOCK WALL ' 4- L r • I'./ REQUIRED / GLASS 4 I -, I il ; I MN SEPARATION #10x1/2"S.M.S SRN SEPARATION ,—, TO GLASS(SEE 0 16" 0.O. \ "•-- .,..___ ' - ,,, SCHEDULE ON SHE7 /., ..' ,., <--:_____0..,'-:„..: s`©OR OR Q:p CP SCHEDULE ON SHEET I I FOR BLADE CIAND CONCRETE \1/2"1.11t4. 11 FOR BLADE OAND , ' CONCRETE-,* • •••.>. • ANCHOR '\ , ON SHEET 19 FOR ANCHOR 0---7,- , BLADES T)dc(1.13 < 12"0.C.. \ . I > \ 1 UM 1-® \ E0 ..... , Cel 9-GEr 19 FOR . BLADES Otc(13) I I .--- / . i _ t _ i i_ ___, ©OR(IS\OR CP.(1".''CR(1-.4 7--i....s.:(— .,. 0 6" , 0.c. ,..‘N_ Iii 1/2 MIN. .,1__Ei. . _„_,.,A,N. '.„ 1 i _______ , ___ ....: 1 . 2'MIN. km\ : • • 2"MIN. I 1111.1.1.1W-L ' 0 SEE UM_RATIONS OF USE FOR BLADE(IN ON SHEET 19 '...-71-JJ C :::birj)::(13 VIEW Y / 1 Tr5 -., . . . ", • / I . (6 OR ffe\..,: PLAN OP 0) 1 OR (re ‘ . ! (11.113,.®.0-(:).4171,•03,. DETAIL X L. POURED CONCRETE OR ,:- : G.®"(:)`'' 413\- , Co..1.a..—g-0- -f5" CONCRETE BLOCK WALL END INSTALLATION REQUIRED Es;•63-03.@.(..i2).5,3. \ S•0•@-®. • - s. 0-0•Q)-,O• •.C§,- \ 13-cci-o•@«®•0. T HV BLADE OR ( I HV WINDOW BLADE INTO -@;•a.0:-.§.(.13),.(ro./.a. /).5:141.0;,..,g.iC?.,,•a.ril CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION. DETAIL 5© CD-rsis-C-2',-if.3)--.1•0§.,-C)-Aya,,,END CONNECTION DETAIL Cer) .4-3,•@ ... FLORIDA BUILDING CODE (High Velocity Hurricane Zone). 31'.\INtti'''- 11_1/ -`".^.- 0 2017 EASTERN METAL SUPPLY,INC. , _\ EN ,./"- BERTHA HVD., $ .,.. ,,, 84,,,,...... 1,,‘ / i' f'"'"?.-- - IILIEC 0 INC. \ Accordion Shutter System ,..i w. irif111. 1: A.S.S.AIN H.V. BLADE#1 W/OR W/0 RV. WIDOW MADE 44,, 4. American Shutter Systems 919.91 DESCRIPTION DATE DRAWN BY: W.- ..0 1 ...4 ' TILLIT TESTING & ENGINEERING COMPANY -t, -A'• 0 TATE OF : . ...m,, .:: 67:5 11.11.3619.St.,Ste.305,MRGINK[ARMS,FLORIDA 33160 RAssociation, InDric. IKE ow IS-XIS ME DATE: o9/02/17 , 4268 West oods ve IMO MO Vses...• UHIDP,.......• J Phone:(305)871-1530TIRec.oOool.corn(305)871-153; e-mWest Palm Beach, FL 33407 DRAWING No \ 3 .5.10 L..ikkC370 III ER-000E719 ViALTER A.'FILET Jr.PE. Phone: (800)432-2204 . For: (561)209-8380 4 17-122 '-;.E.'4'1!/-;a1Rii•it:F9E/DATE FLORIDA Uc.ê 44167 s SHEET 6 10 OF 20 .. . ... __ . _ __ _ - - LSCHEDULE 41 SCHEDULE 442 SCHEDULE -#3 SCHEDULE #4 *NOTES. 1 RATING. MAXIMUM ALLOWABLE SPAN FOR A • SEPARATION TO CLASS REQUIREMENTS * MAXIMUM( SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.L.DESIGN PRESSURE MAXIMUM SHUTTER SPAN""L+" OR ""L-" (ft.) OR "L—" (ft.) INSTALLATIONS OR "L .(ft.) INSTALLATIONS_ t FOR INSTALLATIONS W/ "L+" OR "L-" (ft.) FOR - L-: MAX.ALL00ABLE•SPAN FOR A GIVEN '( ) SEE BELOW FOR MINIMUM SEPARATION TO NSTALLATIONS W OPPO_NG W/ SYMMETRICAL CENT RMATES VJ SYMMETRICAL CENTERMATES NEGATIVE A.S.D. DESIGN PRESSURE RATING. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES & or or N ONE / 2 & r W/ TWO NV OR & W/ ONE HV LOCKS ® ® ( CENTERMATES (rD & THE FIRST 30'-0• ELEVATION OF BUILDING HV LOCK or 2C�` or or HD LOCK W/ ■ "�' OR o�,o LOCKS OR•TWO OR 5 L"J/ NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD ® 0 CENTERMATES & / ONE HV LOCK (I OR a _OCKING RODS TOP/BOTTOM RODS SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS ' OR W/ NO OCKING ® FL00R/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ODS ♦ SEE NOTES ti-13 W/ ONE HV LOCK ® OR ® (VAUO FOR MOUNTING U INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, TOP & BOTTOM 4.(SEE NOTES t.it ( GIVEN A POSITIVE ASD. DESIGN PRESSURE �• OR ��(SEE NOTES t.tB SHEET 7) MEASURED AT BOTTOM OF SHUTTER IS 3'. uAXluuu C•NCR'E&WOODRATING, DETERMINE MA%IMUlA SPAN 'L+' r MALHWA CONCRETE CONCRETE&WOOD uAnuuu CONCRETE FROM SCHEDULE A.S.O. CONCRETE&WOOD INSTALLATIONS O AS.P, INSTALLATIONS 0 AS.D. INSTALlATI0NS 0A.S.D. INSTALLATIONS DcZ-GN DESIGN MICR ORIw+ GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE FLOOR CEILING PRESSURE WALL MOUNTINGS PRESSURE PRESSURE FLOOR/DOLING MOUNTING PRESSURE RATING, DETERMINE MAXIMUM / ) wars W RAMO RA11,4 MINIMUM SEPARATION TO GLASS SCHEDULE' BASSO WALL LIOMIATMG OR SPAN 7-"FROM SCHEDULE. (Pe.f) IAOUNTI06 W.J.) FLOOR/COLING MOUNTINGS IP°I) Rooa/CENNC MOUNDAG (Po'%') FLOOR/WALL MOUNTING SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS (+av-) L+ (R) L-(n) l+ (tt) 1-(n) ,1+OR-) (+OR-) (a oR-) t* (n) 1-(5) L+ (n) 1-(n) I+ (III I-(II) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL MINIMUM DETERMINED SPAN 30 13'-2' 16'-0' 13'-2' 16'-0" 30 12'-3' 14'-9' 30 13'-i" 16'-D' 30 13'-2' 16'-0" TO THE SHUTTER INSTALLATION W/ INSTALLATION LV/ BETWEEN "L+"AND "L-". SYMMETRICAL OPPOSING 35 12'-8' 14'-10" ' 12'-8" 14'-10' ) 35 11'-9" IV-e" 35 12'-7" 1V-7' 35 12'-8' 14'-10' SPAN CENTERMATES CENTERMATES 40 12'-3" 13'-10' 12'-3" 13'-10" 1 40 11'-4" 12'-9' 40 12'-2" 15'-2" 40 12'-3" 13'-10' (3) PROCEDURE TO DETERMINE MAXIMUM 705' 45 IT'-11" 13'-1" 11'-11" I3'-1" 45 11'-1" 12'-0" 45 11'-9" 14'-3" 45 11'-11" 13'-1" SPAN FOR COIABINATIONS IN BETWEEN 3 3/8". 4" ' 50 11'-7" 12'-5" 11'-7" 12'-5" r 50 10'-9" 11'-5" 50 11'-6" 13'-7" 50 11'-7" 12'-5' WALL 1V/ FLOOR/CEILING MOUNTINGS: OR LESS 55 11'-4' 11'-10" 11'-4" 11'-10" ) 55 10'-6" IO'-II" 55 __11'-3" 12'-11• 55 11'-2" 11'-10" FOR A GIVEN POSITIVE A.S.D. DESIGN >I05"TO MAX. 3 7/B's 4' ' PRESSURE RATING: ALLOWED 60 11'-1' 11'-4' 11'-0" 11'-4" 60 10'-3' 10'-5' 60 11'-0' 12'-4' 60 70'-2' 10'-11", DETERMINE: s USE 2 1/2"FOR HD LOCK(53 +i�g OR(3� 65 10'-10" 10'-10" 10'-7" 10'-10" 1 65 10'-0" 1D'-0" 65 10'-9" 11'-11" 65 9'-5" 10'-1" 1.1+=MAX. SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENTERMA S. 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8" 9-8" 70 10'-7' 11'-5" 70 8'-9" 9-4" INSTALLATIONS. 75 1D'-1" 10'-1' 9'-10" 10'-1" 1 75 9'-4" 9'-4" 75 10'-4" 11'-1" 75 - B'-B" L2+ee MAX. SPAN FOR FLOOR/CEILING • -AI•, • - H • : MOUNTING INSTALLATIONS. 80 9'-10' 9'-9' 9'-7" 9'-10' i 80 9'-0" 9'-0• 80 10'-0' 1V-9" _ U 1 • •,, '• • K 0,5 •R 85 9'-6' 9-6' 9-3' 9'-6" ) 85 6'-9" 8'-B' 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS PRESSURE RATING: 90 9-3' 9-3' 9-0" 9'-3' 90 e'-6' e-6' 90 9'-5' 10'-1" DETERMINE: SHUTTER INSTALLATION A/ INSTALLATION W/ 95 9-0' B'-9" 8-9" 9-0' 95 8'-3" B-3" 95 5'-2• 9'-10" Lt MAX. SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSING 100 8'-9" 8'-4" 8'-6" 8-9" 100 8'-1" 8'-1" 100 9'-0' 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES I 105 8'-7' 7'=11" e'-4" 8'-4" ) 105 7'-11" 7'-11' 155 8'-9" 9'-4" - L3-= MAX. SPPN FOR FLOOR/CE1UNG 105' MOUNTING INSTALLATIONS. 2 3/4"•• 3 3/16" 110 8'-4" 7-7' 8'-2" 7'-11" ) 110 7'-8" 7'-7' 110 B'-7" 9'-2" 0 MAXIMUM SHUTTER OR LESS 115 B-2" 7-3" 8'-0" 7'-7" - 115 7'-6" 7'-3" 115 B'-4" 8'-11" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL >105"TO MAX. - SPAN 'L+'OR "L FOR 3 1/4" •• 3 1/4" 120 8'-0" 6'-11" 7-10" 7'-4" 120 7'-4' 6-I1" 120 8'-2" B'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "L1+', "l2+", ALLOWED L,-"AND "La-" 125 7'-10' 6'-B" 7'-B' 7'-0" ) 125 7'-3' 6-8' 125 8'-0" 8'-5' SHALL BE LIMITED TO 105 " USE 2 15/16"FOR NV-r'LOCK C.W/ ps1. DESIGN LOAD. O ••' USE 4 1 8" FOR HV "T" LOCK O 130 T-8" 6'-5' T-fi V-9" i 13D T-1' 6'-5' 130 7'-10' B'-1" 4 GO TO ANCHOR SCHEDULE WITH FINAL / W/ MAXIMUM ALLOY/ABLE SPAN AND NEGATIVE. USE INDICATED VALUES FOR HV CENTE MATES. 135 T-7' 6-2' T-4" V-6" ) 135 V-11" V-2' 135 A.S.D. DESIGN PRESSURE RATING TO 140 7'-5" 5'-11" 7'-3" 6'-3" I1 140 6'-10" 5'-I I" 140 7'-7" 7-6' DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3" S-9" 7-1' 6'-0" 145 5'-5" 5-9" 145 7'-5' 7'-3' 150 7-2' 5'-7' 7'-0• 5'-ID' II 150 6'-7' 5'-7" 150 7'-4" 7-0° \CONCRETE&MANSORY WOOD 155 7-0• 5'-5' 6'-10" 5'-8" II 155 6'-6" 5-5" 155 7'-2" 8'-9' t H.V. CORNER CENTERMATE#3 MAY BE 16D 6'-11' 5'-2" 6'-9" 5'-6" I) 160 6'-5" 5'-2' 160 7'-1• 6'-7" USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C, D. E, M, II,0,P.0,R. 165 6'-10' S'-1' 6-8" S'-4' 165 6'-3" 5-1" 165 7'-0" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S 4 V. 170 5'-9" 4'-11" 6-7" 5'-2" I170 6'-2" 4'-11" 170 6'-11" 6'-2" MANDATORY CONDITION#2 NOTE#5,SHEET 5. - FLOOR/CEILING 175 6-7" 4-9" 6-5' 5'-0" I 175 6'-1" 4-9" 175 6'-9' ♦.+ G' H I, I1 + J. T, U, A & X. ' I I EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR'L-"AND MAXIMUM ASA). MOUNTING + M. 180 6-6' 4-8' 6'-4' 4'-70' I', 180 6'-0' 4'-8" 180 6-8• 5'-10" DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6-5" 4-6" 6'-3" 4'-9" I 185 5'-11' 4-6' 165 6'-7" 5'-8" BLOCK SHALL BE UTAJTED AS FOLLOYfi: 190 6'-4' 4-5" 6'-2" 4'-7" 190 5'-10" 4'-5" 190 6'-6• 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 p.s.I. O H V B LA D E 195 .6-3' 4-3" 6-1' 4'-6" I 195 5'-5" 4'-3" 195 5-5" 5-5" AND B'-0" SPAN, 200 6-2' 4'-2" 6-D" 4'-5" 200 5'-9' 4-2' 200 6'-4" 5'-3" SEE MOUNTING 0 ON SHEET 7. 205 5'-0" 4'-1" 6'-0" 4'-3" 205 5'-8" 4-1" 205 6'-3" 5'-1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1L,1•n,�r L1.A•*,‘;1� ©2017 EASTERN METAL SUPPLY,INC. •,1`' . 'c�.., f o A■S■S.A. BERTHA HVTI., — •' Accordion Shutter System `- IILIECO 'tic. *I '�APS7 / H.V. BADE#1 W/OR W/O TLV. NINON BLADE •1 7� TILUT TESTING & ENGINEERING COMPANY IL American Shutter Systems REV.RR DESCRIPTION DATE DRAWN er: E4. "fl't (A 6355 N.W.35W.SI.,Ste.305,VIRGINIA GARDENS,FLORIDA 33165 Association, Inc. . 1 CLD 15-080 D8/02/17 DATE: 00/02/I7 J 7-�r 4268 West Roads Drive =,., rA' LIT—' Phone (305)871-1530.Fox:(365)871-1531 DRAWING No •.A , t-``, a-man:tilteco0aol.com West Polm Beach, FL 33407 3 7-1 22,,�s'•.LOR ID P; >(4�5s EB-0006719 Phone: (800)432-2204 . Fan: (361)209-8380 4 - - 17—�22 �..�A�)� 11 WALTER A T1UJT Jr.P.E. P:E.‘ .......... 'BPrD T FLORIDA Ire.#44157 5 _ SHEET s �1 � .. - 6 11 OF 20 lir . MAXIMUM ANCHOR* SPACING (in,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD_AND A CORRESPONDING MOUNTING "IPF FOR CONCRETE INSTALLATIONS TAPCON WITH ADVANCED SEE MOUNTINGS A,9.C,B AND F ON SHEET 6 THREADFORM TECHNOLOGY BLUE TAP POURED CONCRETE - TAPPER+ MAXI 0 WALL HEADER MOM),NG:, 0 WALL HEADER MOUNT!. O WALL HEADER MOUNT,NG ;O WALL-SRI OUSTING) 0 WALL SILL MOUNTING 0&0 WALL HEADER/SILL ...... yr/ ....,.�..... - ,_...-._ W/ 1 MOUNTING SP+ • I A.S.D.DESIGN NEGATIVE LOAD Ps t S.T. .'.-I - :TPP"„"'•'^ m:'' 'WFTi1^'•FiP A.S.D.DESIGN NEGATIVE LOAD(psf A.S.D.DESIGN NEGATIVE LOAD(pH) 30 40 60 75 90 120 160 205 30 40 60 5 0 120 160 205 30 40 60 75 DM160 205 30 m 60 75 90 120 1601205 30 40 60 75 90'120 160 205 30 4 60 75 90 120 160 205 '- 14 14 12 10 8 6 MN 10 9 8 8 8 7 5.5 30" 14 14 12 10 8 6 6 14 12 10 9 10 4 8 = : 8 8 8 6.5 OR LESS :14 14 12 10 8 6 6 14 12 10 9IO ® ' ` 8 ciwoup 8 8 8 7 4,-0" 14 . , 14 12 10 8 6 6 14 12 10 90�1� '�' _ - 8 7 5.5 4 14 14 12 10 8 6 4 1412 109 ir 8 6 8 88 8 .5 5 * SEE ANCHOR 14 14 12 10 8 8 __HEI _01 SPECIFICATIONS 14 12 15 9 8 14 12 10 8 6 ��®• - - - 14 12 10 9 78 7 - - 8 8 70 7 4 3 ON SHEET 13 5.-`1- - t4 12 70 9 e 14 12 10 8 4.5 �� 3 - 74 12 15 9 8 7 8 8 8 7 5 4 14 . + 14 12 10 8 6 L EIENQ 8 8 7.5 5.5 4 14 12 15. 9 8 MUM 14 12 10 8 4.5 - 14 12 10 9 MIALII31111111INEMEIEENCIIIMINIIMMESKEIERISIIIIMEI8 7.5 6.5 4.5 3.5 - 5'-0" 14 12 10 9 8 14 12 10 8 - - 1412109 ® J 8 8 7.5 5.5 4 3 14 12 10 9 8 14 /2 10 6 4 �� 8 8 8 6 4.5 - 7-0 14 -- , . 14 12 10 9 q - 14 8 4.5 __^T -- - 14 12 8 6.5 5.5 - - - 8 8 6.5 5.5 4 3 - �r�Iww - 14 12 10 9 14 Km 10 5.5 - - 14 12 10 8 6.5 - - 8 8 8 6.5 5 3.5 - 14 gEnamitEremize 14 12 10 9 8 6 - - 14 12 10 9 mini. - 14® cipums 8 8 7 5 4 - 8-' 14 14 14 �� ' = m��m�- - - 7 7 4.5 4 - i4 12 10 4 8 7 5.5 4 3 14 14 12 110 9 40�®MellIni 8 7.5 6 4.5 - - +SEE LIMITATIONS OF USE FOR g._On 14 .I. 14 12 10 9 7.5 - - - 14 12 10 9 : 11 �� 6,5 5 4 3 - - BLADE iA ON SHEET 19 14 14 5�14 12 10 '9 4.5 - - 14 72 r 9 ��ii� 7.5 6.56 5 4 10'-O,. 14 12 9.5 5 35 14 12 10 9 5.5 - - - 14 12 10 9 0®� - 14 14 12 10 6 3 - - 14 12 10 9 m��ap 7 5.5 4.5 35 - 14��14 12 10 9 5 - - 14 12 10 9 pppoiLlR71nammi. - 74 12 7 - - �� _ - - 11'-0" 14 12 4 - - 14 12 10 14 12 10 0 �� , 6 5 4 3' - - 14 12 65 - - 14 12 10 - - - - - 14 12 10 - • �nomics 7 5.5 4.5 - - -::- 114 �14 12 10 - - - - �'�mDI � - 9 - 2'-0' 14 14 12 8 - - - - '0121®�� - 5.5 45 4 - - - 14 ��14 12 10 - - - - 6 ' • �1111®95 13,5 9,5 4.5 _ _ - - _ 8 14 14 1P� �v11211:11112.011111111:1121 �� I1 - - - 9 8.5 13,-0' 01� - - - 10.5 8 8 5 4 3.5 - 74 mof 0�- - - 114 &5 14'-0" 14 Da �is Eftm=1.;MIal- 14 12 - - �® 0® - - - 10 7.5 7s 5 4 3 - - - 14 - 14 12 - o�_rc>.�_- - - 105 8 6 5 4 - - cj HV BLADE OR HV BLADE _ 5.5 3.5 3 - 15'-0* 14=� �0�la7 .5 .5 3 - -1444 a�� �o=EMI'rS'cov W/ g HV WINDOW BLADE 16,-0. 149EOo� 6.5 5.5 d 3.5 - - - - 14� o io III o amm��Ea - _ _ _ WORKING IN UNISON ur,,,or FLORIDA BUILDING CODE (High Velocity Hurricane Zone) low.,\ Y.. ri ,, ©2017 EASTERN METAL SUPPLY,INC. '�A�''�\GES'-. 1f BERTHA HVT1M _ S S'"� / A®SLSIr1ATe ' G Accordion Shutter System ,i. .y' " EC KV. BLADE#1 W/OR W/O H.V. \MOW BLAIX * ' • /�✓r g American Shutter Systems REV.Ns DESCRIPTION DATE 0100404 8r: ELL. - 't t11�- * ; T5 5.5 TESTING & ENGINEERING COMPANY ^a'• R 6355 Mit 3619.St.,Ste.305,V1001010 GARDENS.fLOPoDA 3316E Association, Inc. 1 OLD 15-080 08/02/17 DATE: 08/02/17 ST �� '.� a 4268 West Roads Drive u+ 4 Phone:(305)871-1530.Fax:(305)871-1531 2 DRAWING No West Palm Beach, FL 33407 17-122 '.,.��`}i� :.:' e-mal:100057 ool.com 3 G -w SA� ,......... , .1 E9-0006719 Phone: (800)432-2204 .Fax: (561)209-5380 4 _ + WALTER A.DWI Jr.P.E. 1 qt.Q' t1AT✓� 6AtE FLORIDA 0c.//44167 5 SHEET 6 _ 120F20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD MD A CORRESPONDING MOUNIiNG TYPE FOR CONCRETE NST ,, 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: RED CONCRETE -_ (A) TO EXISTING POURED CONCRETE:(Min.re=3 ksi) ' ' - _ TAXI r E.Q WALL SILL MOUNTING,i G CEILING F10UplTING'1 1 H FLOOR MOUNTING ANCHORS SPACING LEGENB _^ 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.f'c=3 ksi) �- 1/4"0 x 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.l's=3 ksi) (R) • • , • ••is • ,! •51 _.D • _E.: ,^L�0 •s .0 01'GN•NE T LL•_sf. TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.t =2 ksi) 30 4050 75 90 120160 205 30 40 60 75 90 120 160 205 30 40 60 5 0 120 160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 8 6 5.5 14 12 10 9 8 B 6 6 14 12 10 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. ALL POINTS SOLID-SET 14 12 10 B 6 6 (Min.re=3 ksi) OR LESS 14 12 10 9 8 8 6 7 14 12 10` 9 8 8 6 6 14 12 10 B 6 5 BLUE TAP R+CAP N0�MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS -14 12 10 9 8 7 5..5 3S 14 12 10 4 8 B 6 6 14 12 10 8 6 5 /4 14 12 10' 9 8 8 7 14 12 10 9 8 8 6 6 14 12 10 8 6 5 TAPPER+ 1 3 AND FOR BLUE TAP W //CAP ANCHORS IS 1 1 2 "• "' 4,-0" _ 14 12 10 B 6 SS A2)MINIMUM EMBEDMENT OF'1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 0 9 B 8 6 4 14 2 10` s 8 B 6 4.5 14 12-10 8 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 B 8 6 4.5 14 12 10 9 B 8 6 55 14 12 10 8 64S •SEE ULIRATIONS OF USE FEB 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10- 9 7.5 5.5 3.5 - 14 12 10 9 B 8 6 5 14 12 10 7 5.5+ 4 BLADE SON SBEET 19 5•-4' 14 12 tD 8 6 4.5 A. IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12-1D 6.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.5 4.5 - 14 12 10 9 8 B 6 4.5-14 12-10 .8 6 4.5 3.75 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - - 14 12 10' 9 8 7.5 5.5. 4 14 12 10 8 9 4.5 3.5 INSTALLATION INTO DES WITH METAL STUDS SEE SHEET 28A 14 12 10 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10`85 7 5.5 4 3 14 12 8 6S 5.5 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-RD) 14 12 10` 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 BS 8 5 4 - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8`6.5-5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 100 7 5 35 3 - 1/4.'0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. T-0" ` - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 8.5 4 - - 14 12 9 7.5 6 4.5 35 - 14 105 7 5.5 4.5 3.5 - -- 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10.55 7 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 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5 3 - -- NOTES: 8'-0' 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 12.5 95 b 5 4 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON WIN 14 12 9.5 7.5 6 - - - 14 12 9.5 8 6.5 5 - - 14 12 8 6 6.5 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 0.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6.5 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO W-0" `14 12 B.S 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4"0-20 55.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 75 6 4 - - - 14 11 7 5.5 5 3.5 - - it 8 5S 4.5 3.5 -• COST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8`6.5 4.5 - - 14 12 8.5 7 55 4 - - 14 10.5 7 5.5 6 4.5 - - 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - 9.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING 1YALL OR FLOOR. 10'-0" 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.5 - - - 13 9.5 65 5 4 3 - - 10 7.5 5 '4 3 - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTDI OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 Si 7.5 55 - - - - 14 115 9` 6 5 4 - - 12.5 95 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 8 5 14 12 8 6.5 5.5 4 `- - 13 10 65 5 4 3 - - 11'-0' 3 1 14 10.5 7 5.5 4.5 3.5 - _ 14 O 7 - - (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 1 - - - 14 10.5 7 5.5 4.5 - - 15 5.5 55 45 3.75 - - -_ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(£O)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7'as' - ^ - - la 11.5 7s 6 5 - - - 13 9 6 4.5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12,•-0' - 13 10 6.5 5 4 - - 11.5 8.5 4.5 - - - - 11 8 5.5 4 3.5 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE 13.5 9.5 6 13 9.5 6.5' 5 4 - - - 10.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 -_ - - - - 14 10.5 7 5.5 4.5 - - - II 8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN.MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ^ - 12 9 6 4.5 4 _ FACTOR 13'-0" a S - 7S 55 4 3 ASAI- TAPCON W/ADVANCED 1NREADFORM TECH. TAPPER+ EDGE -ALL POINTSOt7D SET BLUE TAP IN/CAP- © HV BLADE OR DICTANCE MIN.SPACING MIN,SPACING E.D. 3' 4" MIN.SPACING=3 1/2' MIN.SPACING a 3' 3 3/4' 4' 14'•-p" - 11 8.5 55-4.5 - - - _ 0HV BLADE W poirtED ca.cRE1E L IE RACK POURED CONCRETE& POURED CONCRETE& mom crit'1E ROOT iD 7.5 - - - - - - 9 7 4.5 7S - 7 5 35 3 - ( HV W DOW MN ED.•3 1/2" MN EO...2 1/2' CONN ED. 1/2'K CONCRETELOS 551 BLOCK HN EO=3 1/2' MN ED.x2 1/2" , 10.5 8 5 - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 BLADE WORKING 21/2• 0.91 1.0 0.67t.o 15-0' 9 BS 65'4 . ` 6.5 5 3 IN UNISON . 2' 0.71 85 B 4 - - - - - - 0.51 / IL,s0.9mics v�:11 ! 3 4" - - 0R3 - 10 7.5 5 1 1/2' - - - - 0.35 - '6 45 3 9.5 9.5 7 5 8 6 4' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1j1x 4 2017 EASTERN METAL SUPPLY.INC. r171,,1�'VS1,=,***'-, ,�y BERTHA HVTM _T_ : ASIA • / ,!L E 0 �H�. Accordion Shutter System Nitr-A fJ(0y/p ■ ■ ■ ■ _ H.V. RADE#1 W/CR W/0 H.V. WINDOW BLADE * American Shutter Systems REV.No DESCRIPTION DATE ORAWEI BY: ML. t r"� i*; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 08/02/17 DATE: 08/02/17 ' •.0 ' 6355 N.W.361,.SL.Ste.305•IRSB0A GAR0015.FLORIDA 33166 STATE OF n 4269 West Roods Drive 2 tiV Phone;{305)871-1530.Fax:(305)871-1531 . DRAWING No OF A 0-mcg: 00060ocl.com West Palm Beech, FL 33407 3 „x%,..... pRiQ�: •-��•11 EB-0006719 Phone: (800)432-2204 , fox: (561)205-8380 4 17-322 _ , ....•••••• \1Cy1 1 WALTER A.TILLIT Jr.F.E. P.z.iOu`r�N<CI1RF,/DATE FLORIDA Lie,a 44167 5 SHEET 6 13 ZO .r r MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD.AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS L J.K -.4- • POU x. .... GREIE ANCHORS SPACING LEGEND 1 WALK OVER& n TRENCH ,-3., 1, L._ - J RAINGUARD MOMING ;(,K}TALL/FLODF21oUN7it7G', {L WALL/WALK OVER MOUNTING -7dtLu,L411N. 4 _ SP. -- -' -'-- TAPCON WITH ADVANCED (R) : ...SIG N GA LOAD(ps0 A.S,ELDESIGN NEGATIVE LOAD(p-) .Sn.DE.IGN NEA L . •s1 S.=,0 ION NE..TN"L.�r sf, THREADFORM TECHNOLOGY 30 40 60 5 0 ' .• I 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20530 40 60 75 90 120 160 205 14 12 10 S 6 12 12 12 -12 12 11,5 8.5 6.5 7 7 7 7 7-7 7 5.5 5 5 '5 5 5 5 5 5 ALL POINTS SOUD-SET 3'-0" 14 12 10 6-6" 12 12 12 12 12 12 9.5 7" 7 7 7 7 7 7 7 7 5 5 5 5 5 5 *5 5 BLUE TAP OR LESS 14 12 10 6 6 12 12 12 12_105 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER-1- 14 12 10 _ 6 6 12 12 12 12 12 10 75 6 7 7 7 7_7 7 7 7 5 5 5'5 5 5 5 5 14`12 10 5 6 12 12 12 12 11.5 8.5 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 5 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 10 6 6 12 12 12 9,5 8 "6 4.5 3,5_ 7 7 7-7-7 7 6.5 5 5 5 5 5 5 5 5' 5 14 '12 10 6 6.12 12 12 12 10 75 5,5 4 7 7 7 7 7 7 7 5.5 5 _5 5 5 5 5 5 5 14 12 19 ' 6 `6 12 12 12J it 9 7 '5 4 7 7 7 7 7 5.5 4 f3 5 5 5 5`5 5 4 3 5'-0" 14 12 10 6 '6.12 12 12 12 10 75 5.5-4 7 7 7 7 * 7 7 7 7' 5 5 5 5 5 5 5 5 14 12 19 6 6 1212 95 7.5 6 45 35 - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 14'12 10 _ 6 6 12,12 12 9,5 8`5 45 - 7 7 7 7_7-7 55 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14"12 10 6 6 12 12 11.5 9 7.5,5.5 4 3 7 7 7 7 7 4.5 3,5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6•-0" 14 12 10 6 6 I2 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 6 5 5 5 5 5 ON SHEET 13 14 12 10 6 6 12 12 -5 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 12 IS 8 6 12 12 t0 8 6.5 5 3,75 - 7 7 7 7 7 6 4S - 5 5 5 5 5 5 4.5 - 14 12 10 6 6 12'12 10 6 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 0 5 5 4 3 - 7,-0, 14 12 10 " 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 t4 1F 10 6 6 12 10 6.5 5 4,5'3 - - 7'7 7 7 55 5 3 -"5 5 5 5 5 5 3.5 3 14 12 10 5 8 12 12 8.5 7 5.5 4 - - 7 -*F-1 7 7 7 5 - - 5 5 5 '5 55 4 - 0 VALID ONLY FOR UP TO +7O, -75 14 12 10 6 - 12 12 8.5 7 55 4 3 - 7 7 7 5,5 45 3 - - 5 5 5 5 4.'3.5 - - PSF A.S.D. DESIGN PRESSURE 6,-0' 14 12 15 6 - 12 12 10.5 7,5' 6 45 3.5- 7 7 7 7 7 7 7 4 5 5 5 ,5 5 5"5 5 RATING & FOR SPANS PER 14 12 10 6 - 129 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - SCHEDULE n4, SHEET 11 14 12 t6 6 - 12 '11 7.5 6 5 3.75 - - 7 7 7 75 6 "45 - 5 5 5 5 5 4.5 - - 14 l2 10 - - 12 11.5 7.5-6 5 3.5 - - 7 7 6.5 5 4 - - -` 5 5 5 5 4 3-- - , 9'-D. 14 12 10 - - 12 12 95 6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 '5 5 5 5 14 12 10 - - 145 8 5 4 3.5`- - - 7 7 7 8 5 3.5 - - 5 '5 5 5 5 4 3 - 14 12 10 - - 12 10 55 5 4.5 - 7 7 7 6.5 5.5- - _ S 5 $ 5 5 4 - - 14 72 10' - 12 10.5 7 5.5 4.5 35 - -"7 7 55 4.5 3.5 - - - �5 5 5 4.5 3.5 - - - • 10,-0" 14 12 10 I - - 12 11 85 6 5 3.5 - - 7 `7 7 7 7 7 4,5 -_ 5 5 5 5 5 5 5 4.5 I4 12 0 - 9.5 7 4,5 3.5 3 - - 7 7 7 5.5 45 - - 5 5 5 5 "4.5 3,5 - 14 12 19 - - 12 9 8 5 '4 - - - 7 7 7 5 5 - - - 5 5 5 14.5 5 - - - 14 12 10 - - 12 9.5 6 5 4 3 ^ 1 7 7 5 4 3 - - - 5 5 5 4 3.5 - 11,-0"t4 72 10 - - 12 10 7 5.5 45 35 --- '7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 -4 /�`� ( ( J 1412 10 - - 8.58.5 4 353 - - - 7 7 6 5 4 - - 5 5 5 5 4 3 - - ( { {-�{1/ BLADE ONLY 14 12 10 �'.// ' 1 `/ 14,12 10 - - - 11.5 8.5 5,5 45 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 45 3.5 3 - - - 12`-0"14 12 70 - - 12 9.5 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 - - - 8 6 4 3 '- - - - 7 7 X55 4.5 3.5 -_ - 5 5 5 4.5 4 3 - - 14 - 14 12 10 - - -\05 8 5 4 3,5 - - - 7 6.5 4,5 3.5 - - - - 5 5 4.5 3.5 3 - - 13`-0°14 12 10 - - - 51.5 8.5 6 4.5 3.5'3 - - 7 7 7 7 7 4.5 - - 5 5 6 5 5 5 4.5 3.5 14 12 10 _5 14 12 IO - - 9 7 4.5 3.75 - - - - 7 7 5.5 4.5 - 5 5 5 4.5 4 - - 14 14,-0"14 12 10 - - - -10.5 5 5.5 4 "35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 - 14 12 10 - - - - 8.5 6.5 4 - _ 7 7 5 4 - -- - 5 1 5 5 4 - - 14'12 1D ' 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - 15,-0,,14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4. 3 14 12 10 - - - 6 4,5 3 -7 7 4.5 3 - - - - 5 _5 4.5,3.5 - - - - 14 12 10 - - - 0 04 7 7 S `14 12 10 5.5 65 4 3,5 - - - - 7 5.5 3.5 5 5 -35 14 12 10 9.5 7 4.5 3.5 3 - - - 7 1 7 7 7 6 3 - - 5 '6 5 5 5 4.5 35 - 16'-0"14 12 10 6 - 14'12 10 `zs Ss a.75 7 7 +5 - - -_- s I s as FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I,'t.It A. f i--- � ©2017 EASTERN METAL SUPPLY,INC. 111 ,.5. A. Til, - A yah r1`,..e 't""Ai�'J�J^+1 BERTHA HVTM ,y -. b / !RAC 0 1tdc. \ AI.S�SIIIAI Accordion Shutter System `' t'-. y,{� (8 v H.V. BLADE#1 W/OR W/O H.V. WINDOW BADE "7 ' American Shutter Systems REV.Na DESCRIPTION DATE DRAWN 8Y: M.L. `.E 1'C' E t . TILLIT TESTING & ENGINEERING COMPANY 6355 NW.3E13.St,5:e,305,VIRGINIA OA50055.FLORIDA 3315E Association, Inc. 1 OLD 15-080 76j02/t7 DATE: 08f02jt7 1 'C}.. T T� ?tune 305 87I-7530.fox 305$71-1531 4268 West Roads Drive 2 $. .�Ji C o t o t 7 6{7 1` -moil:SINcoGool.com West Palm Beach, EL 33407 3 DRAWING I o +'-O'�,L``(,1 F�Q i�N••3.� i`11 WALTER A.DTIQUT1 Jr,P.E. Phone: (600)432-2204 . Fox: (561)209-8380 4- 1 7-1 22 �.,F�ES-gpyS� 40.5tE FLORIDA Lis.A 44167 5 SHEET' t1 6 14 OF' 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATIONS - (SEE MOUNTINGS A.B,0.0 AND F ON SHEET 6) - • .f��ti� .r,.�.�.�_^a^ 1. . ANCHORS SPACING LEGEND AWIMMO ...M.ArwOft4alulliNk ErAlliM),tH 4a1�R61e1',F TAPCON WITH ADVANCED :UAx"Ut4 O WALL SIL 40UNTING. 11 0 WALL SILL MOUNTING : FL O&0 WALL HEADER/SILL K WAOOR MOUNTING FIA VALL SILL fdOUNTING MOUNTING ,>DLL/ O CL(1'IA�Lic OVER MOurmIVG THREADFORM TECHNOLOGY (11) • 4371. �!J+"TM(.I A.5.D.DESIGN NEGATIVE LOAD( '11R * 'T7 ,-! A.S.D.DESIGN NEGATIVE LOAD(p.71111111:1161' P L �. !LSI.Ii I0" LOAD asf) BLUE TAP 30 40 60 75 90 120 160 205 30 401 60 75 90 120 16D 205 30 40 60 75 90 120 160 205 30 4 6 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 7-5 449.7'.9"7.49-• TAPPER+ 3'-0" 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5_4 4 14 12 10"9 4.8 7.5 5.5 45 8' 87 7.5 5.5 4.5 14 12'10 9 8_7.5 55 - 414 12 410' 8 7.5'5.5- OR LESS 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3,5 8 8 8 7.5 6 14 12 10 9 8 8 6 3 14 12 10 8 8 6 ' 6 14 12 10 9 8 '8 6 - 14 12 10 9 8 8 6 6 14 12 IC 9 8 8 6 7 8 8 8 5 7 14 12 10 9 8 8 6 - 14 12 10 6 8 6 6 14 12 10 9 7.5 5.5 - 14 12 10 9 7.5'5.5 - 14 12 10 9 7.5 5.5 4 - 8 7.5 5.5 4 - 14 12_10 9 7.5 5.5 - - 14 12 10 7.5 5.5 4'- 4'_0" 14'12 10 9 a'7.5 - --14 12 10 9 7.5 5 14 12,10 9 B,75 5.5 - �B 8 75 5.5 45 14 12 10 9 8 7.5'- -'14 12'10 8 7.5 6' - * SEE ANCHOR 14 12 10 9 8 8 - - 14 12 10 9_ B 6 __14,12,10 9_ 8 B 8 4.5 8 8 8 7 5.5 14 12 10 9 5 8 - - 14_12 10 8 8 6 -_ 14 12 9 7.5 6 - - - 14 12 9 7.5 4.5 - -, „14 12 9 7.5 6,4.5,-_- a 7.5 6 4.5 - - 14.12_9 7.5 6_- - - 14 12 9 '7S 6 4.5 - SPECIFICATIONS 14 12 10 9 8'- - - 14 12 10 9 6 - - 14 12 110 9 8 6 ,4 - 8 _-_ 8 6 4.5 3.5 14 12 10 9 8 6 1-' - 14 12 10' 9 8 6 - - ON SHEET 13 14 12 1 6 - - 1{ 1. 10 9 - 14 12 1 6 8 7.5 4.5 8 8 7.5 5.5 4 14 12,10 9 8 - - - 14 12 10 14 11.5 T.. - -5 6 - - - 14 11.5 7.5 6 - - 14 11S1J.5 b 5 - - - 8 7.5 _ 5 - - - 14 11.5 7S 8 4 - - - 74,ITS 7.5 6 5 - - - 6'-0" 14 12 10 B 4 - - 14 12 10 8 4 - - 14 12 10 8 7_1 5 - -_ 8 8 7 5 3.5 - 14 12 10 8 4.5 - - - 14 12 10 8 7 '4 - - 14 12 10 9 5 - - 14 12 10 9_ 4.5 - - 14 12 10 9 8 6 - - 8_ 8 a 6,4,5 - 14 12 10 9 _5_- - - 14 12 10 9 8 4.5 - - 13.5 10 6.5 - - - - 13.5 10 6.5 5 4.5 - - -'-13.5 10 6.57 5 4.5 - - 1- 0 6.5 4.5 - - - 13.5 10 6.5 5 - - - 13.5 10 6.5 5 4.5 - - - 7'-O" 14 12 9 5 - - - I- 14 12 9 7 6 --- - -_14 12 9 7 6,3.5 - - B 8 6 4.5 - - 14 12 9 '7_ - - - 14 12 9 7 6 - - - 14 12 10 6 - - - 14 12 10 8.5 7 - - - 14 12,10 8.5 7 4 - 0 8 7 5' 4 14 12_1 0 6 -_-_- - 14 12 10'8.5 7 - - - 11.5 8.5 5 - - - - - 115 8.5 5.5 4.5 - - - 11,6 8.5 5.5 45 - - - - 8 '5.5 4.5 - - - - 71.5 8.5 5.5 11.5 8.5 5.5'4.5 - - - - 8'-0" 14 11.5'75 - - - - - 14 /1.5 7.5 6 4 -_ - 14 11.5 75_ 6 5 - - - 8 7.5 6 5_35 - - 14_11.5 75 6 -_- - - 14_11.5 7.5 6 5 - - - 14 12 9.5 14 12 9.5 7.5 4.5' - - - 14 12 9.5,1.5 6 - - - 8 8 7.5 6 4.5 - - 14 12 9.5 - - - - - 14 12,9.5'7.5 4.5 - - - O SEE UTAITATIONS OF USE FOR 10.5 7.5 10.5 7.5 5 4 - - - - 10.5 7.5 5 4 - - - - 8 7.5 5 4 - - - 10.5 75 5 - - - - - 105 7.5 5 4 - - - - BLADE 1A ON SHEET 19 g'_0" 14 10.5 4 14 105 7 5.5 - - - - 14 10.5 7 5.5 3S - - - a 7 5.5 4.S 35' - - 14 10.6_7 14 10.54 7 5.5 - - - - - 14 12 5 14.12 8 6.5 - - - 14 8 64,5,-_ - - a 8 6.5 5.5_4 - - 14 12 5 14 12 8 6.5 - - - - 9 7 ' 9 7'4.5 - - - - - 9 7 4.5 - _ _ _ 8 45 - -^ - - - 9 7 10'_0"12.5 9 12.5 9 6 - - - - - 12.5 9 6 4,5 - - - - ^8 6 5 4 - -i - 12.5 9.5 3 - - - - - 12,5 9.5 6 3.5 - - - - 14 11 14 11 7.5 - - - -14 it_7.5 S. -.- - .- 8_ 7.5 6 S - - - 14 it _ 8.5 6 ' 8.5 6 4 - - - 8.5 6 4 - - - 8 4 a.5 6.H� i 11'-0" 11 8.5 I 11.5 8.5 5,5 -_ - - - -, - 8 5.5 4.5 3.5 - - - 11.5 8.5 X71.5 BS 5.5 - - - -_ L7 8.5 6.5 3.5 - 13.5 10 14 i0 7 - - - - t4 10 7 8 7 5.5 4.5 - - - 13,5 10 - 7.5 5.5 7.5 5.5 - - - - - 7.5 5.5 - - - , - - - 7.5 5.5 7.5 5.5 - 12'_0"10.5 7S 10.5 75 4 _ �0: 7S 5 - - - 8 7.5 5 4 3.5 - - - 10.5 75 10.5 7.5 5 72.5 7' 13'-O"9S 5 . 93 7 - - - - - - 10.5 8 8 7 4S 3.5 - - - 95 5 - - - - - 957 11.5 6 11.5 85 _ 125 8.5 - -, - - B 8+5.5 4.5 - - - -11.5 6 ' - - - - - 11.5 8.5 6.5 6.6 5 _ _ _ _ _ 7 55 •- - _ _ __6.5 5 _ _ _ _ _ _ 65 5 _ _ ___ _ - 7_ 5' . 14'-0" 9 3.5 9 6.5 _ 9,5 7 - - - - - - 8 6.5 4.5 33 - - - - 9 4 9 6.5' 105 4 70.5 8_ t 5 8 _ _ _ _ 6, 8 5 4 _ _ _ ..`10,5 4 20.5 8 i A t HV BLADE OR HV BLADE 6 6 6 6_4.5 6_ 6.5 _ C I J fl V 10' 10 to _; _ _ _ _ __ a.7.5 5 .4 - -. - =10 10 W/ © HV WINDOW BLADE 55 5.5 4 5.5 - _ 5.5 - - - - - 5,5 - - - - - 6 . 16'-0"75 -75 75 -;- - - __7.8 55 3.5 - _- - - =75 - - - - - - - 75 WORKING IN UNISON 9.5 9.5 - - ` 9.5 8 ^7 4.5 _ 9.5 - _ - 9.5- _ - ,77uiir0e,. FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 1111x,.,S . A.,T/j�� q (a)2017 EASTERN METAL SUPPLY,INC. l�CiE s ., 4r� BERTHA HVT1A tIILIEc0INC. � A.S.S.A. Accordion Shutter • • #1 W , E ?. *1 '4 American Shutter Systems RLV.No DESCRIPTION -, DATE GRAIN BY: M.L. *: TICCIT TESTING & ENGINEERING COMPANY " "p 6355 N.M.36tn.5t.,Ste.SaS,vlRG961 GA'nDC`t5.I19n(QA 33166 Association, Inc. 1 OLD 15-080 36/92/17 DATE: 05/02//7 3 'i As OF T 41 Phone:(305)871-1530.Foe:(305)871-1531 4268 West Roods Drive 2 sh''., (ORION 1c c-mem Glleco0coLcca West Palm Beach, FL 33407 DRAWING No • a�. 4 17-122 --..S4�U^n""0, �j�,i11 WALTER A.MUT Jr.P.E Phone: (800)432-2204 Fox: (56i}209-8380 4 -P:._/SEAll,/t /DATE FLORIDA Lie.b 44167 55 , 1 SHEETH 20 a • MAXIMUM DESIGN PRESSURE RATING (p,s.f,) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in,) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE M01.1511905 ON SHEETS 16& 17). `---, L..J B T I -";p.T SOLRHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No, 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX I 2 5/MIN.0=0,55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 0=0.36 PLYWOOD DOUGLAS FIR W/ LAIN.G=0.50 W/ MIN. G=0.43 W/ MIN. G=0,36 MAXIILUM sPAR{a) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEING MOUNT T ) M. N,'O�'& R FLOOR MOUNTINGS M. N, 0 & R FLOOR MM, &MOUNTINGS NI, 0 R FLOOR MOUNTINGS lWALL MOUNTINGS :,0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS - 1 W & X P & 0 f S&V S &V S&V A5011655 65310 F'FEi3FE FAC;:0)ASD.553165.1 FEW.MU(a1)ASD,9501 NUM 11139.1E MING(pe)ASD,0[531 OCAR,E 83SFE PASS(pd)ASA=IMAM man 6150(A 61016150 610101F0F:FARE!WA ASA 1650.53010 FMK FRIG .,.9555*50613 A340 IRA;{r4;Ts 45041110610 154PS 6R4(all ASA 03711011601 Man F.91E 30 40 '75 90 3'-0"OR LESS 12 10 1075 95 9 8 1058 30 6 .6 40160 6 75 60 165 30 40 12 10 10 750 8 105 90 8 6 6l 60 6 65 90 6 165 30 40 60 12 10 10 9 811-85 60 40 60_6 6 65 960 1665 30 40 604 475 40 1053 L0140 60 75 90 105 30 40 60 75 90 r�l2 12'12 12 12 12 12 12 12 12 12 105 2 130 40 2 12 12 12 12 '12 4'-O' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 MY' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 10 10 9 8 8 6 6 6 6 6 5,5 12 10 10 9 8 5 6 6 5 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 b. '12 12 12 12 12'12 12 12 12 12 12 12 '12 12 12 12 10.5 6'-0" 12 10 40 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5,5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0- 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 5 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 112 12 12 12 105 12 12'12 10.5 8.5 7.5 8'-0" 12 10 10 7.5 4,5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3,5 3 12 10 10 4 _ 6 6 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7,5 6.5 9.-0" 12 10 10 5 3,5 - 6 6 5.54.5 3.5 3 '12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- ' 12'12 12 12 10.512 12 12 11.59.5 8.5 12 12 10 86.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - ' 12 12 12 11,5 9,5 12 12 12 10.5 8.5 7.5 12 12 9 ,7-6 5 11'-0" 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- 12 10 - - - - 6 5.5 4 - - 6 5 - - - - 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 6 4 - - - 12 10 3.5- - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - . 12 12 11.5 9,5 8 12 12 11 8.55 7 6 12 1 1.5 7.5 6 5 4 13.-0" 12 10 - 6 6 - - - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 5 4..5 - - - - 6 4.5 - - - - 12 12 10.56.5 7.5 12_12 10 5 6.5 5,5 12 :0.5 7 5,5 4.5 4 12 12 9.5 8 6 12 12 9,5 7.5 6 4.5 12 9.5 6.5 5 4 3 15-0" 12 - - _ _6 - - - - 12 - - - 5 _ - - - 12 - - - - 5 - - - 6 - - - 1 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-0" 12 - - - - 6 _ - - - -112 - - -_5 - - - - 11.5- - _- - 5 I-_ - - - 6 - - - - - 12 12 10.59.5 6.5 4 12 12 8 6.5 5 3 11.58.5'5.5 4,5 3,5 - HV BLADE OR (D HV BLADE W/ q HV WINDOW BLADE WORKING IN UNISON* ♦SEE UM ATlONS OF USE FOR BLADE 1 ON 5HEE7 le + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WAU.,FLOOR OR SCUD 5005 SOFFIT 01+ALL 60 AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G.0.55(N.DS) ~ -1/4'n TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDD1 W/MINIMUM EMBEDMENT AS 1901CATED AT -DOUGLAS FIR W/0-0.50(11.5.5.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FlR NORTH 14/G-0.43(N.D.S.) IXCEP1109;5£E NOTE 2 8EL05. -SPRUCE PINE FlR 50[54*Yr/0-0.36(1.11.5.) i -MIN.1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAO SCREWS AS PER NOS 2Q15 SPECIFICATIONS, 4,ANCHORS SMA1.1 BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF 11-1E ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,,,s..) ,,.s 1 \�2r? A. 7'z i"f,,,, ©2017 EASTERN METAL SUPPLY, INC. T'\4•ri 7• 40,1... BERTHA F1i/TT4 t / !1 I E C® INC. Accordion Shutter System • 17/.1;(47 : / H.V. BLADE#1 W/OR WAH.V. WINDOW BLADE 1 * 7111[17 TESTING & ENGINEERING COMPANY American Shutter Systems REv.Na DESCRIPTION DATE DRAWN BY: M.L. 'tit; Association, Inc. 1 OLD 15-000 36/02/17 DATE: 08/02/17 ", -,nE 4 6355 N.W.36t6.54,Ste.305,NRGIMA GARDENS,FLORIDA 33163 4.26$West Roads Drive 2 ', Srl i_„ ,:,,..ey+ Phone:(305)67/-1530.Fax:{355}671-1531 DRAWING No A. r3 h A, el4 e-mail:liltecohko6com West Palm Beach, FL 33407 3 7-1 22 ''fi�'•, V 0T l�f•,.'�'((r 11. EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8360 4 ,ow,'-... '.p1�i' 0 WALTER A.SUIT Sr.P.E. RE.gaPIX�N1{�R2/RAYS FLORIDA Lk.(/44167 6 15 St-i 20 _ INSTALLATIONDETAILSON EXISTING -WOOD BUILDINGS FOR 1--HV &- HV. BLADES Q - � �--(AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH NV BLADE C)ONLY SHALL BE __ LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING--SEE SHEET -19 FOR MAX SPAN--& A.S.D. `---.�_ ,- t--1/4"0 TAPCON OATH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 0 & i1 WORKING IN_ _►....ut- .�''^ THREADFORM TECHNOLOGY .L'I .---:' 1/4"0 TAPCON WITH ADVANCED .�� j OF 1 THREADED Min.PENETRATION /" f ~` - ( OF THREAQEO AREA TO �"�. THREADFORhi TECHNOLOGY jIII.' / EXISTING WOOD HEADER. -— (� 1 J W/ 1 1/2"Min.PENETRATION 1 I "ss, A.--..4"1 A•1p"{I tl - / (SEE SCHEDULE ON SHEET 15) �"�. ?..;'t OF THREADED AREA TO d MN.SEPARATION ln' ,'.ji- EXISTING WOOD HEADER- 9 j i j 1 1 ''.} • - (SEE SCHEDULE ON SHEET 15) d TO TO GLASS L£ON(SSS 1 i I I P�, • oft C '--11 FOR BLADEMO • / ,.J 1 1•hlm.— 1/4"0-20x3/4"5.5.MACHINE SCREW- EXISTING ^ 09 SHEET 19 Pal i H1H! 1 ' .i �I-1f i I :,rt 1 t �-- \-©..@ ...-YJJ 1/4"-20 NUTS 0 12'O.C. GL1S5--a 6LMkStD&t® ((( I Ng 1'h n } in 13OR 1'J a WALL NI ii I 31 U. i a.,,.i... t�v- --'—i r-t ' I--I ;_' Hf !°! t I ` WALL , o z - - ' 1I I mash Ia j jj ry .1°N .,,,,t__.---OPTIONAL '::E a I` I z� TI1 ,1'I -( o I QR 1 STING MIN. I t: FiNiSH L 2"x4'WOOD 0` a i' F a" o,I "•� "q HEADER REQUIRED .I r i II 1 —] .,.,.EXISTING MIN, I' w. �I �"� 2"xb'WOOD ' ' s,L \-1/4%TAPCON WITH ADVANCED STING h MN.SEPARATION 1 1 1 9 HEADER REQUIRED �. " y THRFADFORM TECHNOLOGY GLASS--47 TO yrs{ ") INN.SEPARATION ,I, x4'CONT.SILL ,. i • ..i: W/ 11/2 THREADED Rim APENETRATIONA® SCHEDULE ON ,I TO GLASS P.-TE REDID. 11 FOR S ADElS,1�1�_ND I: EXISTING I (SEE SCHEDULE , ,`;i MIDWIDTH OF WOOD PLATE. h SlEEET 199 1FOR GLASS--) ON SHEET 11) '�^ , 1 (SEE SCHEDULE ON SHEET 15) 1 AS c 111, ° Do WALL HEADER INSTALLATION BHV WALL HEADER INSTALLATION ®HV WALL SILL INSTALLATION 14TH.SEPARATION 'T I I' L MIN.SEPARATION { I TO GLASS ® L. GLASS--i MIN. SEPARATION 4 TO GLASS 1 t I' (SEE SCHEDULE % i - + (SEE SCHEDULE I1!1 a - 2 4"CONT.) (SEE OSCH GLASSLE 1 1 CSLAN5G4-�'' ON SHEET 11) .4 �;I 1 EXISTING ON SHEET 11) I; {-: x W. D PLATE :"Ti x 5 I'! * GLASS---d I, ON SHEET Ti)III _ °1; I 9 ' I i J4`0-2023/4'S.S. < 4, R.Q'D. i 1y, 1/4"0-20x3/4 SS. , t <, '";'� ; p MACHINE SCREWS IL=• MACHINE SCREWS YJ/ USING I/4"-20 NUTS °1 =,t,;3 .t='•;" :, 3!,,,, / L,_. 1/4"-20 NUTS 0 ° ,/—WALL ` ( i .i.? I'I� S a 1z'0.C.—. ; . i\ •„� °;,/ FINISH II I j II�- It( 1.11 'ill�l ` I 5 I ORO © 0 1 / Tor �../ i IEisg.. ,� f i �., _'.1 OR�+ '- I,;@0.0 7 OR v✓ �' 1,,, 2'x4”CONT. ! —vt ` 1 ,+cry"- `.. .,.. `, --EoEQ# ,i • oR/''�, WOOD PLATE 'II' 4LED n 1/4"0 TAPCON WITH AOVAIJCED .". 1 THREADFORM TECHNOLOGY _ _1/4"0 TAPCON WITH ADVANCED ;',i' ;c{ / I -'' \,� 1/ 4/ THREADFORM TECHNOLOGY N I —i RE WORM CHN LOVANCED lvJ t/2"Min.PENETRATION OF F S OSE; } ` Ia, THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. 1t � il Y!/ 1/2"Min.PENETRATION OF 1_SEE SHEET 4 FOR TYPICAL 2ILI CONT. W/ 1 1/2"IAin PENETRATION (SEE SCHEDULE ON SHEET 15) �• �';� THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY.Y, / REVD ''ti'.SyALL OF'THREADED AREA •`•I (SEE SCHEDULE ON SHEET 15) 1.!IDYJIDTH OF WOOD PLATE. I '(: EXISTING MIN.2'x4'STUDS /` ^; \ 1 2-MOUNTING SECTIONS CAN BE i, J16'Q.C.MAX.REVEL—/ % COMBINED IN ANY WAY TO .,, ,• I C. FINISH (SEE SCHEDULE ON SHEET 15) 1/2'MIN.COX PLYWOOD REVD. PLYWOOD TO B£ATTACHED TO 1/2"MIN. COS I-WALL FINISH SUIT ANY INSTALLATION. ;i EXISTING MIN.2"x4'STUDS© 16'O.C.MAX, REVD. STUDS IN ACCORDANCE WITH PLYWOOD REVD. 0 HV WALL SILL INSTALLATION PLYWOOD TO SE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. •SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. 0P, HV WALL SILL INSTALLATION iA'i"W.HV WALL SILL INSTALLATION BLADE 1A ON SHEET 19 J � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) x. "., ' '~.•I/40,grt ©2017 EASTERN METAL SUPPLY,INC. ,..0'.....i.,,,... *' '\,\CENSE. ✓�, 1 - / BERTHA HVTM 1 -- ? IILIEc 0 IN.. ` Accordion Shutter Sy stemA7S RV. BLADE p WJ OR WO H.V.'Ai O 1W BLADE : r/ s'r; American Shutter Systems REV.No DESCRIPTION DATE CRMN 8Y: M.L. �L�1+5T, Q TA , TILLIT TESTING & ENGINEERING COMPANY 53 �'V S. 6555 N.W.36th-SL,Ste.305.\IRMA GARDENS,FLORIDA 35166 Association, Inc. 1 OLD 15-060 08/02/17 DATE: 08/02/17 T Phone:(305)871-1530.Fox:(305)871-1611 4268 West Roods Drive 2 DRAWING NO �+. C RiD +'`T+11 a-mal:tltecoRaoLc0m West Rolm Beach, FL 33407 3 'LSJn� "•'••'"..,c7011 - EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 ' 17-122 �jpLl t WALTER A TTLUT Jr.P.E. P.E.S-SE51,15(GRATURE%DATE FLORIDA Un.yI 44167 . - 5 , SHEET 6 16 OF 20 Fr INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C) HV & g HV♦ BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE Q ONLY SHALL BE LIMITED TO 105.0 •sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & .-WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B :• ikMilr�:1 ,- --' '' r -, •..t -!t r.l/4"A TAPCON WITH EO EO 2"NUI. 7 I -EDGE(IF APPLICABLE) ADVANCED THREADFORM } v(�---- TECHNOLOGY t i 2`Min. 4 zO (Mm.)REQUIRED, ._ 4 / • ' ,- J PTECHNO iONG OF iHRE1/2" WOOD BEAR REQUIRED, -- 1 ` -- 1 AREA TO EXISTING W000 STRUCTURAL ADEQUACY HEADER. 1/4'0-20x3/4"S... OF EXISTING WOOD BEAM - �'-r __� __�--EXISTING WOOD (`(SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS Ha TO BE CERTIFIED BY Q EQ I §---E,.--, ---- TRUSSES OR i -. `I7"M'n• ,tACHiNE SCREYtS REGISTERED ENGINEER OR r 1/2"-1-.,:10, ice. �� RAFTS{g 24" ,`�a 1 �' SHUTTER I STILL TO - j r, 19 I*EO 1 EO. ®12/�•�0 NUTS SHUTTER INSTALLATION. .,_-.- �. ' O.C. REQUIRED :s `T�- I ° 1/4'a APCON WITH r ___ '`' QDR 15 ADVANCED THREP.DFORIA „�'", } "'"'„ y_l EXISTING SOFFIT i C$'(kLl11Fx+1Y - TECHNOLOGY V7/ 1 1/2"Min. I ✓,. Y t "-3j4"Moz.THK. �� . 257" PENETRATION OF THREADED 1 #14x3/4" rT EO= •EO- } I °� Vii( 5 I I Max. AREA 70 EXISTING WOOD EEAJ. 1"x4"x1/8"CONT.ALUM.TUBE i I '\-APTSoss. .,f (SEE SCHEDULE ON SHEET 15) EQ,rEO S.M.S. . I i/I (6053-T6 ALLOY)WI I I !i'' II• t I i } (3)5/I6'a LAG SCREVI5 TO • Tau1 1. t ti.l I'I 06"O.C. 1 1 r, OD or 13 Or 1$ EACH RAFTER OR TRUSS. Y PI . 13 or1_,1.:=- 1 I7or j , I I r I N ����^1RL UJ I MEMBEN.(z"Min.NOMINAL WIDTH LEXISTING MIN 2"xb" `7 .:.OF l "! k i I .� OPEN HOLE AT EACH- ('7 V7/2'Min.PENETRATION OF EXISTING-i. HEADER REO'0 MIN.SEPARATION I I I I STUD TO ACCEPT I' ��'. THREADED AREA.VALID FOR GLASS @� TO GLASS -? & (SEE SCHEDULE ON SHEET it) EXISTING - 5JT6"6 LAG SCREW )' 'S IWSTALS DESIGNVIITH 72 f I GLA95- AT CENTER OF TUBE. I' i {', x MAX,A.S.D.S.D. LOAD AND j '�/ I loll WWRIIUJ l ',II °r,,, 9'-0"MAX. SPAN.THIS ! TO 0 f _ - Y.N SA4Atx'ti I, -I.r1 INSTALLATION tS ONLY VALID sa..mcAs a+S•UT N TO Gess(:`E 1!:. 9' FOR IVOQD W/1.11N.SPECIFIC ®HV WALL HEADER INSTALLATION FOR eVDE Am EXIST NG salt ats T I 1 GRAVITY OF 0.50 AS DOUGLAS aI 1s cR GLOSS-•^I' IN TE `• FIR OR SOUTHERN PINE No.2, I awesG&'t'.� I, �OR I OR lA� I wascr49 ' I, OR EQUAL. NOTES: 1 t 1 • 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, .1 2-MOUNTING SECTIONS CAN DE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (T,HV CEILING INSTALLATION (9)HV CEILING INSTALLATION I tI L, uv.SrPAN,TSt i. 1' - Q OR �� {MIN. SEPARATION t f51= ._.LTO GLASS _I Ta cs, t MIN.SEPARATION I' J I V:I.EDULS ON_T Iif) I(SEE SCHEDULE I 0 TO GLASS EXISTING I u+S4T 1s Rai It, ! f (SEE SCHEDULE ON SHEET 11) m l 0 G ASS`' I aAEC &Tan I'i ON SHEET i t) I I EXISTING � G iI cuss= ,ii .. IL. -11` j I I i ' E !{;. ii: I ALTERNATE-, I ,y � ! Low I I ~ i I I ANCHOR -�,rry�t)(i �`���� I t EXISTING - l I: ) t LOCATION .tl I ) GLASS-i 2"x6"MIN,WOOD 4 WALL �Dl �. I FINISH/ (�I U Ii`I 1_ S 0 © I 3je uIN SCREWS4•HEX ! J/��'��,� /-OECK REQUIRED -'/ I :. `_ ,` x� hiox. \"�-.--WASHER HEAD TEK 1 LCL_: ,�J (NO FINISH ALLOt'tED) '"i: -� i I j 2"z8"MIN.WOOD I \\� .,L, SCREWS FA 72"o.c o' r �. "' --'� I t-13 oR� ECK REQUIRED{N; 1--- EDGE OF DECK Lai r FINISH AI.LOV7ED �•— R r' _..I � L- IF APPLICABLE ' .•. .a ' 1 2"_,.fit„ • mtaa L..EQ ECT -20x3f4"5.5. EDGE OF DECK-'�_ -��� 1/4"0 F.H.TA°CON WITH L aui.: _ --I _ IF APPLICABLE "�' "- 1. �.� ___-. ADVANCED THREAOFORI.I wl / / 1/4"a TAPCON 1**ATH f,.-1" PHILLIPS TRUSS HEAD '""y,, SEDGE ------'--' 1 / t(- A ADVANCED THREAOFORM Min. MACHINE SCREWS --�-=c?`�11 pF �'-' i '-'"y� TECHNOLQGY Ytf 1 t j2'Min. iii L,� {,}, ! TECHNOLOGY Vt/ i 7 J2"titin. Pt/ 1 j4"-20 NUTS 2"MIN. , - 1 2"MIN. DECK IF PENETRATION 4F THREADED �` 11 ` PENETRATION OF THREADED ® 12"O,C. - .` T��•-- APPUCADIE 2"IMIN.---•+ AREA MIOWIOTH OF WOOD 1�`` 2x4" Z. ......•'..;':' AREA 0 MIDWIDTH OF WOOD 1/ 6 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ' PLATE. t SIU-PLATE PLATE. V! 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) 11t REO'D. 1 (SEE SCHEDULE ON SHEET 15) ( E SCHEDULE ON SHEET 15) 0 SEE LIMITATIONS OF USE OF �"� 1 1 1 ,` 1 Li (i":::::' BLADE iA•ON SHEET 79 •X`HV WALK—OVER INSTALLATION 1-1L _S1 (✓ HV WALL SILL INSTALLATION rig)HV FLOOR INSTALLATION , .,-.A, ri•Li •e. ''igh eiocity Hurricane Zone) 7)Il "",, p- '.,=r1-.--1-,,,,1--1--4-.2=-.)" � ©2017 EASTERN METAL SUPPLY, INC. h9'.... 1.. if...., FIVTM • ,�° .'�'\�G Et�se•". 11 1 i l L I E C 0 ��� Accordion Shutter System $ ?.xc H.V. RADE#1 W/OR W/0 RV.147NDOW BLADE q r.}.i ,7 7, • American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: h1.L * TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-050 35/02/17 DATE 00/02/I7 . t 1, i 6355 5.0,36th.St,Ste.305.V.FoxA GARDENS,R4RQA 33165 STP�Tc nr_ a4268 West Roads Drive 2 Phone:(305)871-1530 530. :(305)871-1531 DRAWING No '"' e-mail:.aest Palm Beach, FL 33407 "' ce '." r[' Lj 4' -mall:tiltecgCaol.com 3 �t C R)/1" '� t4t EB-aaa677s Phone: (800)432-2204 . Fox; (561)209-8380 " 4 17-122 w EstO1`'•...... szt, tl WALTER A.TILLIE Jr.P.E. fa••E.I$FF f�SRNA71) b,ATE FLORIDA Lic.#44167 5 17 OF 20 749 ° , „1:14. :.1 161111. I 1: :71:11.: 0,1 : 1 _ •:1 1. JIM `li211 „ .1:. . A -{3.44:4‘a.3'a.@,.E1, UNISON WITH NV WINDOW SLADE C 0 © ;@•Q7! Cl (7 ,JYI YU 1.MA%.A.S.D.DESIGN PRESS URE RATING:+110, 110 p..1. 2.MA%.SHUTTER SPAN:96'. -%E=PMLID/OM - _ - _ _ _ _ - - - - - 3.ALLOWED MOUNTINGS;A,D,G&HON SHEETS 6,7;AS WELL AS 1 - --' MOUNTINGS M,0,T.U&W ON SHEETS 16 &17. i - ,1 - I o 4. ONLY AyC@EEHTERMATES 9EighBOTH OPPOSINORLA(:;74) )ARE EIALCALOWED ARRE OF OPPOSING 1 r-! LAYOUT,(S5)UUST BE INCLUDED ONLY AT k.AI:MOR ACCESS SIDE OF ge,.®q .--Q-oRl� CENTERMATE. C6 Qa 5.(A)HV WANDOW BLADE I SHALL ONLY ALLOW A IAAXWAUM OF 5 OPENINGS Jw L /�n�J, (J'�� ,T� /J�� (./�1�} (J�� (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. rm.F!.Eno ��, `Sf• / t.y + to 1 t,y 4 1 `7.! �,i �1f' S.G l.I 3.G SL (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 0 A���f /`�-4,j /1 `) l/�y`` OF ANT 3'0 HOLE FOR 44 SHALL BE 12', I .5 WA,00TT6 § 3F' 0 0 C �' ,U 1l' Yf ALLOWED AT kV .n (C)FIRST OR LAd BLADE COMING OUT FROM STARTERS Al ENDS MAY BE HV WINDOW BLADE 119 ¢ 0 WINDOW BLADE i 0 • 0 0 0 V 0 = 0 0 0 lO� 0 0 THROUGHOUT U WINDOW BLADE 1®MUSE BE USED ALTERNATE TO A SOLID F1V BLADEQ `_ C, THROUGHOUT SHUTTERS WIDTH. 'i V \ . (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TOA SOLID HV '5. I`J'�l( (\}�'�}� 0 '({} (1�''[1{ 0 0 0 0 rlj•'�{1 BLADEOAT AT EITHER SIDE OF THEM. I .• �1S 'Yip s ' 0 q = B '1L' .0 �i (F)POLYCARBONATE HV WINDOW+�SMALL BE INSTALLED SO TH TABS FACE SEE • 5 r�i' 0 0 0 jjj'''��� THE INTERIOR OF THE OPENING BEING PROTECTED.FN WINDOW(44}MUST BE CONNECTION SHEETS 0 0Q beg ,rt 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM BY ASSry 1L 11LL lllfffiii INC. 10& 1a TTP. / T'- 0 3., FULL AUGHT. 1 li;iR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ���,'�"3,_' j) .\--A:14, �-, BUILDINGS ON SHEET 15,AS UNTIED BY SPAN AND DESIGN LOAD(SEE NOTES ETTP TY l ata�. 1 &2 ABOVE). !!ti 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED III CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMITED BY .I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). - L� - _---, - - a.MINIMUM SEPARATION TO GLASS SCHEDULE: ajJ(TAP TOOP N&FBBO TOELOUIREMENfS) SHUTTER SPAN MINIMUM SEPARATION TO GLASS UNUMTTEO WIDTH 96'Max. 5' ELEVATION MW SEPARATION TO Bass -------_---- EMSTING GLASS SND ONNEDIAJ.ON MR LA2 FOR &I f�'j 1-- _ AND 0NTHS 5� FCR BLADE i �� ALTERNATE OPPOSING CENTERMATES�1t22 W/C 4(EXTERIOR ONLY' 1-111® TTP. /'� \\ 4 AND Wf;Z�%OR (SEE NOTE 4 ABOVE). '�, ' \ \ \ \ (\� T/ I / / / / / / � 0 TYP. �ttJI 01P LS DRMATE512 27' /'•r\� ', / / ' 1 , \ • W/013.5(SE NOTE 4 ABOVE) 1"2-1.2"--2.,..--- PLAN 4 ,J, / ` TYPICAL 1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER4` ---_'--'' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A`7`1V~,�`yR H. T/(��f✓_ ©2017 EASTERN METAL SUPPLY, INC. T `\,NcEkNs = BERTHA HVTM Lo I E C 0 INC. Accordion Shutter System . H.V. BLADE#} W/OR W/O H.V. WII.IDGW BLADE II:: erl/ /2 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L i : TILLIT TESTING & ENGINEERING COMPANY I. STATE OF 6355 N.W.76th.St..Ste.305,VIRGINIA GARDENS,FLORIDA 73166 Association, Inc. I OLD 15-080 08/02/17 DATE 08/02/17 _ _ \ �O••. C� 4268 West Roods Drive 2 - DRAWING No \ Phone:(305)871-1530.Fax:(305)871-1531 ,Vest Palm Beach, FL 33407 .�UtsF.ZOD rot, •4,`"5,` c-mail'611eC00001.com s ' - <",s,.'••,,,,,•.•• 1�I,1 EB-0006719 Phone: (800)432-2204 . Fax: (551)209-8380 4 17-122 •- ��(/_�r}(r� g�5i��� AL WALTER A TILER Jr.P.E. P r�EM_ &.ATtlRE/,ElAI1E FLORIDA Lic.4 44167 5_ __ _ _ _ _-_ .-__ _ 6 _ _ ____-.__--_._ 19H F 20 IerI1 • END INSTALLATIONS (,1) HV & (1A HV• BLADES INTO 2"x4'5 MIN. WOOD STUDS. 2•x4-MIN. WOOD STUDS._ ,__-.._1 1/4`O TAPCON WITH ' (A6 AFPUCA8IE) ~""'``1 \ /I-•"""-,'ADVANCED THREAOFORM / 2"x4'LAIN.WOOD l /i�WOOD S UOS. -•� !�\ /("�n TECHNOLOGY 1114 BUILpDc f / STUDS REO'D. I //I' p x4•MIS,V1tl00 \\ !1 (AS APPUDADLE) \ ! ANCHORS O r O.C, }� 'f 3 STUDS R'c0'0. WALL- ` \ / ''1 P//1 1/2'1,!N.THREADED 1 \ ' T•.:,,ul \ % .,-WALL FINISH; ;� V PENETRATION INTO STUDS OR \\ /'f-4 W/MIN,1JY THREADED I \\// \% f RSISH EXISTING GLASS— I j�` /F,� F- j PENETRATION TO 1/2`CDX '� 1 .__,..4E ""T'I ,a //.. `� // /i \ Ir"- PLYWOOD IF NO STUDS EXIST. %1 ,--EXISTING CLASS Y Jr-EXISTING GLASS `I Jai !\ EXISTING GLASS i 1 �f EO�EO 1 x r I . 1 1 I -r- 1al'h'.SPAw1TICN _--- (' -- I 1/2 P •ax I I.ay.Sulr.:RAna+ 1 l!r"- !\Y/ \1 MN IrrLlTrcw TO AE c(SI I 11 1/z•MIN.COX 1/.M.57ARt77ON r1 TO GIAGS '--f m GLASS EE SCHEIXAE ai SF¢f PLYWOOD. TO GLASS{xT { i 2•LAN.COO { f M /1 9+EF 19 ANO 11i ',mo 0. I I {D 7 j)6'z3 MAX.ER i V1Au / `CNECiRE 00 SMT LCL`DUL.ON SfFET f ilk I I SCIA'cIX1fE OV 5}'ic.T `�` T 18 FOR r1,�J (6063-T6)CONT. I V'INISH L1/2'1.11N,CD% 11 F02 FiAPE'LAA.1' — 11 FOR EIA19 F R\O OR 1/2• 11 FOR BADE,7AV0 EUAS OO&n� Ft1.T0EL{tarn 1/2 (I� PLrxoDD., sDa i 1IwALLNSH FOR asn,C11 a I a•"f ' R1 cm s4Err&.f.A) 1/2'IAtN. A7 EITHER SIDE II '. flNISH ( MO, i1 OF 4) AILV ..l • �T (rs APP4um£hY B m'-2' I (� t uuu w CUP>.xex/ #10x1/2"S.tA,s. '� -1T _ t.II3.6 4.1.07.IconcaR 1 - - . 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D.:TAIL/fil \—x...7, Jn '-mss FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �-t jl„e ©2017 EASTERN METAL SUPPLY,/6/C.BERTHA HVT1., _ II�IE� p 1■�• �e :�■�■ Accordion Shutter System ;'''*. .1. 1.35 y/ yA H.V. .ADE#1 w/OR w/o H.V. vnNaaTv BLADE c / ) p'i American Shutter Systems REXxe DESCRIPTION DATE CRA10/BY: ta.L. •.0 „TE OF < 15JR TESTING . ENGINEERING COMPANY - 6365 NM.36111.SI,Ste.305,VIRGINIA GARDENS,ROMA 33105 Association, Inc. I OLD 15-080 08/02/17 DATE: D8/02/17 �0-- ^<' '+ •t\\ Phone:005)871-1530.Pox:(305)671-1531 4268 West Roads Drive 2 .�`.,'•.Cd tl r; t O3 , DRAWING No • �td 1'<'4 a -mci1: 0006Goat.com West Palm Beech, FL 33407 {sem/••.,,•..••-y(.� L,1 cB-OOo6719 Phone: (800)432-2204 . Pex: (561)209-8380 1 7-1 22 •• JA ))y t*,,it{ WALTER A.SLUT Jr,P.E. + - P.E:.S i/fWITTTNA,UR`e/DATE FLORIDA Lic.#44167 5 SHEET 5 18 OF 20 C it REDUIRED MINAMUM VARIES_ INSTALLATIONS W/ ( HV BLADE & HV CENTERMATES 'j o ;2.040"Max- /5'x 1 1/2"x 0.035`THICK Q"Max. 083" li t Min,ASTM A-653 GRADE 40 1 j INTO METAL STUD WALLS * yao C--- -a +:..,. Min-G-6O GALY.STEEL O ....I ��. + METAL STUDS AT IA'O.C. w DTia;� It 0 6"O.C. 4� X11 o9.0.0.O. j.��^Z'�� y♦ 111 NOMINAL/A.� if rll/Ill/I///1/l!I//Il/'t/2' 475" CSV W 1/ "tA NOMINAL : oa Cl`, IIIW�IIIIII�L_( ! I � 3a GENERAL LIMITATIONS AND CONDITIONS OF USE, ALUMINUM SLEEVE _ 1' / I `::J 1) 2 I FOR BERTHA(1,0 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY [REQUIRES AfINI!!UM / Min• �� �� 2` WI •� SYSTEM INSTALLATION TO METAL STUD WALLS o 3/4`x 6 7/4-x 0.035'TRICK Min. CZ) / 6 6`cc. 1 NN �+ SEPARATION TO GLASS SCHEDULE 3.000" CONT.GALV.STEEL TRACK CHANNEL: /,,'' I Mex. I ASOd A-653 GRADE 40 Min.C-60 0 6'O.C. 39 ,(;, 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. MINIMUM //,u///////////////// 6/ UTED FASTENED TO STUDS (EXISTING FINISH 'I Ifi O ?- Pi/(2)ox l/2-TEE SCREWS ON AS APPLICABLE ]N1ER{OR&EXTERIOR FACE I' 2. MAX. SHUTTER SPAN: 84" SEPARATIONCD LENGTH + 1" EXISTING GLASS--i MIN.SEPARATION icl+I TO GLASS » TO GLASS ; i 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43b 1/4 fa-20X3 BOLT (SEE SCHEDULE) ' 43 (TYP) 63 1/4" MUST PENETRATE 1" EXISTING FINISH ,j'r;' �a 4. ONLY ENTERMATE 21 WJ 24 NV LOCK ARE ALLOWED 1 AS APPLICABLE r'II II WITH 2�1 ARRA�GED�A S METRICAL LAYOUT. -REQUIRED MINIMUM 0 B"0.C• I; USE 0F (2) 35 (5" LONG, MINIMUM) MUST ALWAYS BE �t.373"-j 1 NT.G 6 1/4-x 0.035-TCHA Min. t #1 , .250" —.050" CONT. -65 STEEL TRACK CHANNEL, II I� INCLUDED ATEXTERIOR OR INTERIOR ACCESS SIDE OF t I I� Q A61M A-x53 GRADE 40 Min.0-60 1 'n - N GALVANIZED FASTENED TO STUDS 1 0 6-O.C. l ' uu CENTERMATE. M, 1n W/(2)Qex1/2•TEK SCREWS ON tlN INTERIOR&EXTERIOR FACE 1" i ' 3. r1�j 01/4"0--20 THREADS Min.(-_ 1-- N � d� aI ,. �, I ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR ( 7 1/4"0 ELCO CONSTRUCTION Cil CENTERMATE 21 APPLICATION WITH BLADE 1 PRODUCTS FAB—LOK HD ,r/./,.•r,.ulunuuvmlungc 12 REQUIRED MINIMUM s I"'' '1 6'x 1 1/2-x 0.035'THICK I VARIES_ (s� 6" O.C. COMPONENTS Min.ASRA 653 CRADE 40 2 Max. Min.G-60 GALV.STEEL MS WALL HEADER/SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE: 3/8"a 1' METAL STUDS AT 16'O.C. i1 ((YP.TOP Er BOTTOM) VI i.A I 111111 II III --- - - s— ,1 —I1 - +COPI T4"GALV x 6 1/4"x0 TRACK 4"x 0435" HICKCHAMi. atb d} - ..I 7EXISTING GLASS - - - - '1 I- _ _ /ASTM A-653 GRADE 40 Min.C-60 T i f `, ( M1 T' \ r GALVANIZED FASTENED TO STUDS SYMMETRYCAL 1 SYMMETRYCAL ( I • `7 W/(2),96x1/2"TEK SCREWS ON 1111111111111111 I. I MIN. SEPARATION VARIES INTERIOR Ao EXTERIOR FACE --— CENTERMATES W f CENTERMATES WJ To GLASS 2' , 11111.111.1111.1111.1111.11111111311 -i 1 1 (SEE SCHEDULE) Max, 1 EXTERIOR ACCESS SIDE l' ti INTERIOR ACCESS SIDE I 4 I I Li irk lug -r ® 3 MN.Soo Lo 70 CLAW -- ----------- - - • MRL SSWSATSI TO GLASS \ ® 4 W/R&DE LCCSt(�s0E'07-0 f6`.Ain.)' }tv/Wt".�OE LOCK toe SC-134,9 L •1 'JEMINEMEREEEMEIROM -------I e,__,,,,„,,,,,„_, ----- M1 _ I I'--� 1 2 -----7- -1. _ ....„..,,A,_ �"6! ' 1 2) __.., , A / . --- A.. aiiIIL, — �' ______________ _ t \// , • 0 \ t'�1 c-==-'r1A 2 7 C)-\\#10 .----2.--,-.1-11))/ 1 © /// I LOCATED AT 12 )I ►�__ ___________\'�_v1KIfilh / _ FP/HEADER/SILL ENDS \-`4,_..-,4 — — t s VIEW Y 1 r '-':-/@(6'Min.) 1 i SIDE CONNECTION TO TRACK `�% I---3 1/4"(TYPO--'-I ` 7" I 7" 6 1/2"MAX.SLACK ** 1 6 1/2•fTYP.) 1 • (Cont.) HVA I•IVB .1,1/f1 "•.BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I"‘,`\ • tit+-It✓ O 2017 EASTERN METAL SUPPLY.INC. k,�` •:�1�EN4 ••�' BERTHA HVTM + - / IILIECOIH . \ A.S■S.A. Accordion Shutter System -' ' " H.V. BLADE#1 W/OR W/O H.V. WINDOW GLADE I:. '1 • American Shutter Systems REXNo DESCRIPTOR DATE DRAWN BY: ALL. TILLIT TESTING . ENGINEERING COMPANY a ,a: 6 r 4 4 Association, Inc, ow 15-080 28/02/17 DATE: 06/02/17 8355 N.W.36111.St.,Ste.305,VIRGINIA GARDENS,neReA 331E6 _ _ T3� ••S•/"� `��':'.�4't� Fnone:{305)871-1630.Pox:t306}67t-7531 4268 West Roods Drive 2 - - - -DRAWING NO �`11.. _ `�\, ,M1 e—mail:Dltecaoaol,com West Palm Beach, FL 33407 3 1�f q�f �Y[s, J.{ i EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 --1 22 r„� 0/0filr11.- .. WALTER A nun Sr.P.E. P. 3EAL/SIGNARJRt/DATE FLORDA UT.Ii 44167 5 •. SHEET 6 — 20-OF 20