Loading...
HomeMy WebLinkAboutProduct Approval TANNER RESIDENCE 2801 BENT PINE DRIVE FORT PIERCE, FL 34961 OPENING WIDTH HEIGHT #3 118" 68" #4 222" 128" #5 51" 140" #6 85.5" 102" fI :NY-}.a�^� ', fis$? I inuiewor MOurpelIl. a0Mttonglarnal. couEAcrpnen BCiS Home :-tog In User Registration `Hat Topics Submit Surcharge Stats&Facts . Publications ESC Staff BCIS Site Map Links Search dba 4, cftr L Pro Pct iAPNroval US User Product Approval Menu n Product ar Application Searcti>/triplication.Cis(>Application Detail FL#r FL389-R9 J Application Type Revision Code Version 2017 Application Status Approved Comments Archived l;t Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 tifeeley©easternmetai.com • Authorized Signature Bill Feeley Irodriguez@easternmeta l.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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Mit,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. j 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING. 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING t7-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) .Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code , . Product Approval Method Method 1 Option D. Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved, 12/12/2017 Summary of Products • EL# Model,,Number or Name Description 389.1 Bertha NV Accordion Shutter- . Extruded-aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use . Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved.for use outside HI/HZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM,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"Ir.Max span Is 12,-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS 'DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for I-11/3 blade w/o window blade and 8'41"for 62 psf,9'41" Created by Independent Third Party Yes for 55 psfHV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84!'for+64,-64 psf.See sheet S for other spans and ASD pressures. • • 389.2 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks 1 Only (Non HVHZ) Drwg.17-107 (top and bottom)for storm protection Limits of Use Installation Instructions •Approved for use in HVHZ:-No _FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC.•DRAWING 17-107 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 16'-0"for 30 Created-by Independent Third Party:Yes- p.s.f negative ASO load depending oncentermates and Evaluation Reports locking rod configuration for the HV1 blade,13'71)"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC,, 72 p.s.f.AS load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0".p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f. RF,PORT:PDF for HV1A working in unison,See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and • , . pressures, . • • 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389- AMERICAN SHUTTER SYSTEMS ASSOC..INC, Approved for use-outside HVHZ:Yes DRAWING 17-106 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.Max: 16'43'span at 30 p.s.f ASO lead Created by Independent Third Party:Yes for Blade.1 and 18'-0"for Blade'2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively F1,389 R9 AR AMERICAN SHUTTER SYSTEMS ASSOC„ INC.•DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party:Yes • •01=1 1,17,7:1 comact Us 0 2601r Blair Stone Road,Tallahassee 01.-32399 Phone;4350-407-1PM The State of Fronde is an AA/EEO employer,Copyright 2007-2013 State of Florida,::Privacy Statement Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a pUblic-records renue.st,do net send electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 050.487.1395..Pursuant to Sealers 455.225, (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S.must provide the Department with an email addreas if they have one.The Mails provided may be used for official communication with the licensee.However emelt addresses are,public record.If you do net wish to supply a personal addresaa. please provide the Department with an Small address which can be made available to the Public.To determine if you are a heensee under Chapter ass,F.S.,please click here Product Approval Accepts; GENERAL 'NOTES: 1. BERTHA H.V.ACCORDION"SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(III LOTION)OF THE FLORIDA BUILDING CODE THIS,ACCORDION SHUTTER.SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS,PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FORA BASIC WIND SPEED REQUIRED BY'THE JURISDICTION WHERE SHUT IAN.WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kdm0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D:) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15, 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL.BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1: HV BLADES CD& aA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX,(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR HAND LOADS WAS BQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A-WIND DURATION FACTOR CD.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE ROTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER All REPORTS: TYPICAL SHUER TTASSEMBLY 38-44 SHEET 4 • TYPICAL WINDOW BLADE&WINDOW DETAIL -FN BLADE 0 90214.01-03, 90715.01-03, 91004.01-05, 81214.01-05, 90317.02-06. 90609.01-10 AND 90210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AS1A1 E-1866 AREA 2: HV BLADE CD AND HV WINDOW BLADE-f+iA AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES.,1, 2&3)&91220.01-10 AS PER TAS 201.203&203 PROTOCOLS.LARGE MISSILE. (WHERE APPLICABLE) -HA'WINDOW BLADE ( 90505.01-08 A9 PER ASTM E-1866 AND 6-1996(MISSILE LEVEL D.WIND ZONES 1,,2, 3) BASIC PROTECTION ONLY AND 9 0725.01-86 AS PER TAS 202.PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2:HV BLADE 0 AND HV WINDOW BLADE A ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDI IONS OF'USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS FIV SHEET B 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914x2,75•AND 914,11.75•RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH ksi YIELD STRENGTH AND 1130 kat TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED 8Y APPROVEDCENTERMATE ALTERNATING DETAILS TRV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER STDILAIS ASSOCIATION.PINS MUST BEAR THE'HV MARKING ON.THQR HEAD. 4.ALL ALUMINUM" EXTRUSIONS'SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED,ON SHEETS 2 AND 3._MINIMUM YIELD STRENGTH FOR 6563-T6"ALLOY 15'30.0.kei AND 35.7 ksi FOR • END CONNECTION DETAILS 1-6; CONCRETE/BLOCK SHEET' 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT.COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi .119.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13. AND SHALL COMPLY 91/FLORIDA BURRING CODE SECTION 0411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 ' 6.BOLTS To RE ASTM A-307 GALVANIZED.STEEL,OR AIM 304 OR 316 SERIFS STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR.SPECIFICATIONS:FN BLADE n:12,13,14;15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET' 16 HV BLADE®,&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET'IB 8. THIS.BERTHA H.V.ACCORDION SHUTTER SYSTEM"BEARS A U.S. PATENT 96.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY.U.S.PATENT 95'456,179 ISSUED 10 EASTERN • METAL SUPPLY,INC. 9,IT.SHALL BE THE"RESPONSIBILITY'OF THE.CONTRACTOR:TO.VERIFY THE.SOUNDNESS.OF THE.STRUCTURE WHERE SHUTTER S TO'BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE (TIAL ONLY ALL,SHUTTER COMPONENT EDGES,WHICH"REMAIN,THRU.FASTENING IN CONTINUOUS CONTACT.WITH THE'BUILDING TO PREVENT'HAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE.'NAGE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TENANT, OR OTHERS, MUST PROPERLY.CLOSE ALL FIV AND MD AREA 4: HV WINDOW BLADE(-)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AN0 HO LOCKS. 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 INSTALLATION DETAILS, METAL STUD WADS SHEET 20. PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. ' '12:BERTHA H.V.'ACCORDION.SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED.IN TI/IS.DRAWING PLUS ANY.BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION'WHERE PERMIT'IS'APPUED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION.INCLUDING UFE SAFELY OF THIS PRODUCT.BASED'ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBIUY• OBTAIN PERMITS IN THE' STATE OF FLORIDA (c) THIS P.E.D.WILL.BE CONSIDERED-INVALID IF ALTERED,BY ANY MEATS: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED-BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE"ENGINEER OF'RECORD(EO.W.)FOR THE PROJECT AND WHO'TALL BE RESPONSIBLE FOR THE PROPER USE-OF THE PLO.ENGINEER OF RECORD,ACTING A5 A DELEGATED ENGINEER TO THE P.E.D.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 ENWNEER"OF RECORD:THAT PREPARED T. 0,NA7ArAi,FAjri FLORIDA BUILDING'CODE(Non `Nigh Velocity Hurricane Zone) F1LIr SEA 7tt� ���� 02017 TILTECO,INC. (0 2017'EASTERN METAL SUPPLY, INC. , • i- `. Eras �`'� BERTHA.HVTM A S S A • Accordion Shutter System .� � / �1 LIE C 0 INC`. ` ■ ■ ■ ■ Hv. BLADE#1 w/OR w/o.RV:WINDOW RALE 1• fJ� American Shutter Systems Jif! ;*L ,� Y PLV,.Nq DESCRIPTION GATE DRAWN BY: LC. \ TINT TESTING & ENGINEERING COMPANY .s $ \ Assoctatlon, Inc.. I OLD 15-085 /07/27/17 DATE 07/27/17 \ MSS NW.36N.SL 3U 305.1/61666.GARDDIS.RMnA 33166 ©•', ,r p`J \\\ Pkc66:(105)971-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING Ni) Act,'•.,N Qq�O• \�10\ 0 9,CI 61 Ocd!'�dwm West Palm Beach, FL 33407 3 7_107 SS�t7NAtt 1''1 WALIER A?LWT Jr.P.E. 4 P E -SFAt/SIFY1IAYURE/DATE FLORIDA u 44167 6 SHEET OF 20 • cry MR 1.3.90w eoE© . VARIES 1.966. 1.4.1' c \ a vv DstE• c of Max. r 1 2..' ...,../. 1 z of ' 4.45d' _..._.-_. §I .09. a II '1,+'(.. - I _ h.e1 ,' 11 mor- m ..711 4:371. I JI 0'-.5?' _- 4.365' riL._..._. O• •^ '• r'�,vv, 4.@ST I 4.999" b .375'j h S �1 HV SOLiD BLADE - f 9�, (�5 HV 9q•/f13q' STARTER 3�HY UNIVERSAL FLOATED w QUALIFIED FQR USE w/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE0T `+.'l HV DIRECT MOUNT HV BLADE t1 ( NV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE(� W/ HV 6063-16 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE e ON SHEET 19 BLADE Nb .373:., 6063-i6 ALLOY AND TEMPER 3..'. 6.500" 6063-T6 ALLOY ANO TEMPER ;124• r"`Oj .112 1 ��i .370" ^" 2.670" ....3.556" o "'1 .991 .000' I .670• 26' "" is1,A.FUnl , n o impinirimi.Gj !t 1.11 _._. 4.697'. I . lift .•' -la n ,�� ^� g .815' I '� � .�' • 4.4 a' 125' ■ N 1.17^ r. p.pn 3 2 6 I o. 7 HV ADJ: ADAPTER W/UP QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK 92p ;COW/ ADJ. FLOOR TRACK BLADE QUALIFIED FOR USE W/ HV HV TRENCH ?RACK -2253 3.730" 6063-T6 ALLOY AND TEMPER BLADE(1; QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A 0 TEMPER BLADE I1 ONLY. 10 NV R INGUARD 6063-T6 BLADE ADEA10 TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USSE.w/ NV VARIES hl 1.93." BLADE 1 1" 1.915" VIRES 1.936' 6063-T6 ALLOY A 0 TEMPER 1.917^ �� I .083" - WIRES !n1 a 083' 083' m Ni�,-.r 3' o f m c9P_: .p93' o m .12'." a - i_ i-T. �_._� :1 I I t ht WO'0• i I r1:17-T] M 000 L . �i I a v� 093' 9 $I L .060" 1 i ..060' o. 02t� 1. 1a' '� .iY�.-._J s I C---71 'I.. of I 1.686" .I i 0. .� 2 I II 3;529' ( I P { i '�����..� t1f 0 6i'7Q ty. • 3.630 f NY HEADER/SILL 13, HD CEILING HEADER/SILL 1:.�_.-..._3.629' 1', f f HV CEILING HEADER QUALIFIED FOR USE WJ HV BLADEfOONLY QUALIFIED FOR USE W/ HV BLADE 1 ONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ NV BLADE 1O (J}1D WALL. HEADER/SILL SEE SECTIONS FOR VAUO SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE'W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-16 ALLOY ANO TEMPER T - ( COMPONENT. A 0 T1 T2 I X Y [ I a1 MN.XMN.YMNt 0- 2" Y 0.125` 1 1" 1' 0.062" jl 2' 5"MAX. 1/8' 1/8• I II r 3' 3' 10.090" A (179 2' S"MAX:j 0.192' 0.192' 1�6 SiDE ANGLES ALUMINUM ANGLES O 2s• 7"MAX. 0.190'{(0.196' I CORNER POSTS QUALIFIED FOR USE W/ NV 19 QUALIFIED FOR USE W/ HV BLADE C) QUALIFIED FOa1 USE W/ NV I. t BLADE C}t V 6063-T6 ALLOY AND TEMPER BLADE ONLY. (9 1 2" 5"M1x.j 0.139'10.131' 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER otipp{�01„i p� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) (14r1;• 014.k I 02017-TILTECO,INC. W 2017 EASTERN METAL SUPPLY, INC. 11,1!`"............ ,J''L (* ' \ / a �+ AABERTHA H VTM 1LIECOINC. ` A.S..gpA■ Accordion ShuttemNV. BLADE#1 w/OR W/0 HV. WINDOW BLADE American Shutter Systems d A/0, i* TILLIT TESTING & ENGINEERING COMPANY TLv.ea DEsc9ampN 0610 DRAWN 61: LC. O: Association, Inc. 1 OLD 13-081 07/27/171 DATE: 07/x'1/17- 7,"Q: TATE Of 6350 AN.161( Se,srff.3oa x 30AA 00900+5.Fteau 311061. DRAWING No C310.i. t ," $ Phone:(305)971-1530.Fax:(305)971-1031 4268 Westroads Drive 2 , f' "•.DRiDP•: w ,� °ea-00 9714.030 West Polm Beach. FL. 33407 3 4-J .6 "00 .......•Jibta b``'11t4 WALTER A.TELT Jr.P.E. 1! i 07 P.E� PIIN t/itEJDATE f LORIM U 644137 6 SHEET OF 20 _ .. __ - -L_ I 4.663. 1/4"-x0A1/' 7/4'-20 ^01E OAST 4.576" 1 .4." 2.293• I r- o.3 fr" FtAT HOWL THREADED MWSx6 ENnMEL ve„,,a- I _....2.1643" ,_ 2.2643" .745" o I • (2 M DAKECI PANTED THREADED •E CA5r I '-$ I i I eJA�. I .. (2 tom.) o1 AI MOUSING EN LIE4 Td,a• I o a m w' =' PA t ' m �xEn PANTED :.� � I t�� %.. I o SSLI RCSB TURN / r -- lam �� ,i - � KNtl 3i8' Sili ! 110 & 1.325' p6 Ilk ,-yl .8RA*;5 CYU1:60i F ER4SS CYLINDER 21 •Y'� w� a 4•�J r.� � ///"""'''''''''�''""""""��- o n a , I. I &8020(CMRONE (CHROME PLATED) �•l mr#14� T � - _I - cl KED 21 NV CENTERMATE 1 NV FLOATING CENTERMATE`» ''60» =15J5 NV LOCK HV EGRESS LOCK QUALIFIEDFOR USE W/ NV BLADE D&CA ONLY t ''� - ~I 6063-16 ALLOY AND TEMPER QUAL IED FOR USE W/ HV BLADE t & A ONLY � ° . 3.o23u,_.-._,.,-I 875"I. QUALIFIED FOR �5,E W/ NV QUALIFIED OR USE W/HV 6063-16 ALLOY AND TEMPER ,` .HV CORNER CENTERMATE BLADE Q& tlAi ONLY. BLADE,1 & e ONLY. 0 ALIFIED FOR USE W/ HV $LADEO,ONLY - 250.O'0•agg 518' _ 2974' 6063-T6 ALLOY AND TEMPER pLgSTIC yEAD 17 922• MOLDED TO 'ati- •—^•I t,p45" "37 SCREW ,m, Li i.oao' IP" Oi ? M, � M 8 5 " i:360'AFTER RIVETING 17y n .o ^' m mob 06'x" T.o gl it� /a'F"0-2D X 3/¢" BEFORE R1VE1 iNG 1 4 it $f n": S.% THUMBSCREW 1/4"0-20—20 RIVNUT* L rte' t Wri • • 4AHOY)LARGE AS 94 •.. - e 822'1 SHEET 1080069,PPAR51P 0820,NY,Stili.511FACTURED 500 07054 8ORAEDEL PLAN FRONT ELEVATION ii# NV MALE "T" LOCK CEN RMATE I bs66• 27 LOCKER FOR Y"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1�ONLY J HV FEMALE "T" LOCK CENTERMATE ® NV "T" LOCK NV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER {t�; QUALIFIED FOR USE QUALIFIED FOR R ONLY. 6063-T6 HV QUALIFIED FOR USE WI NV BLADE ONtY QUALIFIED FOR USE W/ FN BLADE ONLY 6063-16 ALLOY AND TEMPER'" TEMPER W/HV BLADE Q ONLY. Q 6063-T6 ALLOY AND TEMPER - 2222 1,97T_,_ �• . 1.917 3.161 - I{ m`! - w t_.._ T-•-l�., ,4. ''I ? O� ! THUMATURN I i E py CYLINDER OR ' 063• .214 wA A8.3 62 m a el..5_!,.._ ,IJV" KEY CYUNOER ei . . 1414' ILS' rpt 0 1 o r, ■ H{m o N ' •0 0.875'Min. t HD •CENTERMATE W/ NO OCKI G.ROD ® ND CENTERMATE WI 'LOCKING ROD. .4D ml m a '1 , 1 .125•Max. w ai II a O ai QUALIFIED FOR USE WI HV BLADE0&.ICA) QUALIFIED FOR USE W/ HV BLADE Q)& (Ill) ,4s1 HD CENTERMATE'S INS RT 6063-16 ALLOY AND TEMPER 5063-T6 ALLOY AND TEMPER E'1 08' B. •S=1 VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE t & 1`A ! :i C���:e- y 7.130• 6063-T6 ALLOY a AND TEMPER ff ' 1 7f4"ACETAL 114 5.5.OR 3/8"P-76 - ' „�.,�1^TIUMBTURN t (sir°muuBSCREWS. t1/2.' ,,,�1 DER t i * (SFE DETARS) (" I Do O KEY I - ,,^^i- ...,.,..._,.,.:,. �11Si5' i-+? ( 1.57 Min. CYLINDER w m * 1.78"Max, 1 ® LOCKING ROD L6 �� " I-1/4'0 HD HOCK 37S'A QUALIFIED606 -T6 USE wj HV BLADE CU 0:0 .NV 3/8"g-16 .ACETAL, `�`3 NV 1/4" 4-Z0 AISI. 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-TN WILL AND TEMPER THUMBSCREWS AERIES S.S. THUMBSCREWS QUALIFIED FOR USE Wit NV BLADE 10& 1A D ILLEDAATATRA S F REQUIRE A EMTE" HOLE QUALIFIED FOR USE W/ HV BLADE�i� DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR.y,�7�t17�`HV BLADE Qi FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) +1(IIi1 tit A.7i'~ 02017 TILTECO,INC. CO2017 EASTERN METAL SUPPLY, INC. 1+ Pti^t . .ir= BERTHA H'VTM ,.�` , »\CEN » `• ; ` A.S.S.A■ / i 1 L j E C O �N c. ` Accordion B cn Shutter System 'y l H,V.•BLADE#1 W/OR W/0 KV.WMOW ELAM Z *i cr t'.y , American Shutter Systems BEY.Na DESCRIPTOR DATE DRAWN 8Y: L.C. • o * TILUT TESTING& ENGINEERING COMPANY Association, Inc. t OLD 15-085 07/27/17 DATE: 07/27/17 • -a•• STATE oto '< 6355 N.w.36Uf.M..51..30.4.MITOO'A GARDENS„FLOROA 33166 - ,� Poona:(305)871-1530.Foe:(305)871-1531 4268 W Beach, ds Drive 2 DRAWING No C7 F/A�1 pp \ e-mal: 0006719 West Palm Beach, FL 33407 3 17—�07 `. n••••40Ret- ''.440 E9-OGD6O1J 4 ...6 A,•"•••••'•.`U'%a 111 WALTER A.TILT Jr.P.E. V e` 7I, ,el FLORIDA Lit.0'44167 s• SHEET P.E. Sf�l� ttSttAlRt/Dk1E 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR l____„..„)„..1 HV 1Q, HV (1 3/9 VCLE 5 12'LAIN. .LEA LACE 41 •� _3 TO BLADE P i 2` Q HV BLADE 1 ( I LADE IA 767 5: �Db25 .0625' _ _ Ili' 3 I i 1 NV WINDOW BLADE .0625• +X_x 1 HV BLADE 1A st•- uyh ( N BLADE'S 1 t'0 aPENtN4 - •1875' M Y HV LONG RECESSED NYLON BUSHING q� � X i .0625` '"# ® .LO a n KNUCKLE 0.0625' () HV SHORT RECESSED NYLON BUSHING i ; ... N n.o FLAT..., 1- _ RI.750Ser 3 59' CO HV NYLON HAT WASHER _____ ©OR N 4 1 ---.�03IO1A FAO 1 � '" i :Y HV WHEEL CARRIAGE AISI 302-303 SERIES ( ("�� A =_,; 40 f'l X Jr�`o2.8750' i X I \4J \` 0.870"x3/16" THICK NYLON WHEEL. i �J '.N.- Ni 2 7/6"MN. NV WINDOW I 'I 1{315'0 CLEAR o3.q..> "~ 0.188"8 AISI 302 SERIES S.S. RIVETS SEPARATION 0625,.L ,,,, 5q0- I BETTWEEN ..._0625' • NV 1 3/4" ACCORDION PIN WI #8 HEAD * EXTERIOR 10 L_ ..... l Ii o oPENwcs oN CENTERS:L n n,r-Y _ .7500" • HV 2 3/4" ACCORDION PINI W/ I8 HEAD * - ,� 47h• `o . _pp...j. J CLEAR „YITaIDF flNM:¢R 1. _.___. (� t r BETWEEN TYPICAL HV WINDOW BLADE d AND lqR/ POLYCARBONATE IMPACT RESISTANT NV WINDOW j 1 T 7s I 111 I e POLYCARBONATE HV WINDOW DETAIL (�� ? ©OR Q� l-® or © i ell 0.8.5. �'?l-� Ii (SEE NOTE FOR ; I i OR , *POLYCARBONATE IMPACT RESISTANT NV WINDOW 11 REQUIREMENTS) lV BAYER MAICROLON 3103 POLYCARBONATE lii. 2 '\'-----1,1 ' 12'MLY.CL CE RESINS, UV-STABILIZED GRADE OR SABIC* . -I I Lit;BLAnE Ron M INNOVATIVE PLASTIC LEXAN 103 RESIN" W i H�PIN,REOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR !II tip M e . 1 ? @ I �-�,r �P (SEE NOTE "F" ON SHEET 1 s). HV tp ��� �i OR 1 1 a4 , iI -. (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR `1„vt� -' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV® OR CO —. I POLYCARBONATE SOURCES FOR 44 HV (3 BLADE. EXTERIOR APR-CAME RESU T TYPICAL SHUTTER A$SEMHL Y iL": ,Pu RR9 t7 s sTAxnARo mu sAc 44omAX N.T.5.. }: NV PIN 422 OR AT 0,00,0,,E 4`.0./=ow %..ac (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT EXT ADM AT M'""""""°' it.123"' BLADE'S KNUCKLE. ett[Sm EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d c9.324` /�. ti (SEE NOTE • FOR SECAIC cRAmr ASTM 0792 00431br• 0.443 Win BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 048. �. +✓ REQUIREMENTS) B"'1"":''" 04 -r7 S t I MIME MO STRENGTH ASix 0639 94e0}i>t:. 9.500 D.<L �� 11; TIMM-STKNZTN At VIEW As,k 0790 12.500 R.l. 1.3.403 8,1 (3) HV PIN I OR O W/ 1/2" O.D. 1/16" THICK S.S. WASHER VP-0)1# I ( FLEXURAL MnDkus AMU 0790 340000F.;. 345.000$,A,1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, y"gT. 1I1 SHEET ( II (rr : 5 kw e.1D em 9819 Ong 18 T1-10/3n 17 FT-2V. WHEEL CARRIAGE DETAIL r WOKE 01517 ASPM 02843 472 9 64.5 9 MAX SEMBLY LAYOUT RATE OF 08RN:NG ASTM 0635. C-1 CLASS C-5 CLASS N.I.S. - SETS 1690120 AS19 0192s INC'r 980'r 7041102090. 2.0114 6155 1DNSkE S50NOTH AFAR 0081100486 A0T14 638 '9300 5,11 8840 poi.. (1) HV BLADE •SOLID & l'A HV WINDOW BLADE DETAILS TENSRE STRES58EMaE NEATHER2,0 ASTV 638 6461 p.41 8088 pA. N.T.S. j12i✓rsAsrr„rte' ,il�'cccl A. 71/4,1,-...... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone_ A/ \i �/>7`~�• Et 2017 EAMERN METAL SUPPLY,INC. t``J�� ..�\GEN$ ' "/,p' 02017 mTEcq.WC. 1r n BERTHA H r TM Ctlitt /1y A. IIr .A■• Accordion Shutter System � • / LILEECC,INC_ ` N v: BLADE#, w/OR w/o H v. v�tmoW BLADE , T Y American Shutter Systems - y �:w� TILLIT TESTING & ENGINEERING COMPANY Y REV.No DESCRIPTION DATE DRAWN NY: LC. S� ' ""*"� kA Association, Inc. I OW 15-0es 02/22/17 DATE: 07/27/17 O r( t...." 4s d Gass NAL 380,55..71-153.Y-- N: RD 5)9 FLOM.1-153 0768 4268 Westraads Drive 3 }--wPlrone:(305)671-1530.'f0 :(3g5}67i-1531 DRAWING Na -. s UN........................... �e 6 TT ,-moa: 002676oi.com West Palm Beach, FL 33407 s `� }� S/ '1 ,447 EB-{006714 F`I V7 • WALTER A.Mill Jr.P.E. 4 n.09019 Uc.p 44167 S SHEET P.E. SEAL/SIGNATURE/DATE s 4 OF 20 4.4- Cp 1 (12Jaml4•• Q-@°" g -% *NOTES ON HV LOCKS AND CENTERMATES: el' 0(> 0> c -@7NN TD I l �•�51 1 / 1 ti 3.0 w(#.(L$,w)@j 1.1,y11IDATORY CONDITION jr ONE HV LOCK Or. SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OWB ATTACHED OF SHUTTER.SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONSATANY I ELEVATION HV LOCK. or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, TO(1:7)OR 3 1 I I`_ 1 - - INIIIIIIIIPIli_ CENTERMATES W/(2) 1/4"0-20 x 1/2 LONG FLAT HEAD SS. M.S. LOCATION OF LOCK.SHALL BE.AS INDICATED ON O .7. I I i�l. 11ll ` ` TYPICAL SHUTTER ELEVATION. 5 e 4 0 16�,,0 �• I I 2. OPTIONAL NDNQN#T• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV ' - LOCKS Dj , to- OR DJ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES�, ,�1�. D_ r OR 12 SHALL BE AS INDICATED ON NOTE(1) ABOVE. 1 LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NOB-H III lye.- .7. J 3. OPTIONAL CONDfI1.ON.12 D ONLY WHEN I: r, .. ; �y �BU I tt 11 ,.Ili. ,...r. A:T Ike....•r . �# ;. , « N2 1S USED O H V. LOCKS)• LOCKING RODS( ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY r- d o 5 6 oR 0 DR b `'-,-y BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS .OR AN ALTERNATIVE DEVICE ‘g),--- I ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3g,H� I !Y ' 4. MANDATORY CONDTION 12:ONE HV LOCK 2� @ SHALL.BE USED AT CORNER CENTERMATES FOR ANY SPAN 5 N t � I �I AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or��SHALL BE USED AS AN OUTSIDE OR INSIDE LOOK, 1 I ATTACHED TO' CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 9. NDc� Nv� i AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �7 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER.SCHEDULES SHOWN ON SHEET 12. 1 pA ' i e-E S R, 5.FIEST'ALTERNATE TO MANDATORY NDTIION #1 VALID ONLY FOR HV LOCK-0 W/�SYMMETRICAL CENTERMATES 0 L - ^ - .gig_§�� - OR Q,LQ ONE ALTERNATE.NV LOCK G MAY-BE USE,Dx�IN UEU-OF NV LOCK or(� FOR ANY SPAN AND i '�J Izo EG INSTA LATIONS AT ANY ELEVATION.AL NATE"LOCK J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �'� ` x 1 I geA5i NDD-RVD gK� OF 1/4"0-20x3/4 S S.THUMBSCREW TO(i OR 0 CENTERMATES SHALL BE MADE W/ 1/4'4-20x3/4'ALUM. 1 t e 4 R Sg3 RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO / SEEggre LOCKS AT 1/13 OF SHUTTER SPAN. + } 1 6.MARQATORY CONDRON 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or @ or 8 SHALL..BE l 1,.. — y I I f II � III USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP f __ __ TOS 96*,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or or®MAY BE USED AS AN INSIDE OR 1-�— -11—i".. --I— _ SEE END—�� ' - I I 1 1'� OUTSIDE LOCK,ATTACHED TO Q or SYMMETRICAL CENTERMATES W (2) 1/4'-20 x 1/2'LONG FLAT HEAD SS CONNECTION 1 \ s M.S. LOCATION'OF LOCK SHALT,BE AS INDICATED ON'TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 39.W/ OR+�TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D 03 0> 1 Vii' Q. Q• 0. o.®> y_eyO. Y (d 0 >" 0> i tSHEETS 10& HEIGHT m FULL \ f *NOTES ON HV "1" LOCKS AND CENTERMATES: I OF CORNER F� __.._.-..._ oxwrtm;rl...�___ _.._.._.._..�._ I 1. la:..l L. ,....... .:1 •,4N.. • .'.. i.: .1 .... c..' ., ha.11a ...is. ": .... _ I CENTERMATE a.;ONE ALTERNATE HV "T" LOCK 8 MAY BE INSTALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND TQ aell OR(-A-) --- Gca®SR TD•� loa INSTALIAT'ION AT ANY ELEVATION, ALTERNATE LOCK®..MAY BE USED AS AN INSIDE OR OU IDE ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER 7,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0'1 {) (1IcR 17J+0 ox -. CONNECTED TO CENTERMATES®AND 0 W/ 1/4'4-20 k 1'1/2 LONG S.S. THREADED BOLT WI 7/8"0 x 3/32" WINGNUT OR W/ 1/4-0-20X1"S.S.M.S..INTO A 1/4"4x 5/8 RTVNUT. LOCK'MAY BE INSTALLED AT MIDSPAN OR 12" '�7)-' I/" ORG.-�".0 CR MAXIMUM ABOVE AND,BELOW MIDSPAN. USE, OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. I (1:6171C114• l3oR®,LID'O.R. OD*T s«R 1 s 1 oR T s• orcg•�? *NOTES ON HD LOCKS it.CENTERMATES: 1.}ID LOCI{(3ly4 HD CENTERMATES(ii OR(32 W/(#1 ONE ALTERNATE HD LOCK(31 MAYBE USED IN UEU OF TYPICAL (i) HV BLADE SHUTTER ELEVATION HV LOCKS 2(i OR(29 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD'LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE,.LOCK.ATTACHMENT OF HD LOCK 4 TO(33 15 W/3#8 x 3/8"F.H.&SAES..S..AND INCLUDES REINFORCEMENT INSERT 13.3 AS SHOWN ONN SECTIONS HDB-H AND HOC-NYC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS'35 IS COMPLETELY OPTIONAL. • TTTtcl,A.i r>' FLORIDA BUILDING CODE Non High VelocityHurricane Zone, IyII....7.../. P`.- ....... /f`-, 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY.INC. ../. .CNSi"'•.,VI, _ BERTHA HVTM A■S.S■A. Accordion Shutter System : 1L ECO ��� Y .�E�� American Shutter S stems H V. CR W/OR W/0 vwNDCNB®ADE TICCIT TESTING & ENGINEERING COMPANY Inc. REV.-Ne DESCRIPTION DATE DRAWN' LC: A ^ ,"`b" 6355 tIW.36tR 5t..Ste.305.Wt61NN GARDENS,FLORIDA 33165 Association, CI OLD 15-085 07/27/17 DATE: 07/27/17 l • " R1DP: 44'-1� Phone:(305)871-1535.Fox.(305)871-1531' 4268 Westrocds Drive' 2 •"=mss \4 AO a-m T'cneeoOo°.o°m West Palm Beach, FL 33407 s DRAWING No - s/ANAL t•*•.7I°I. WALTER A.NWT R.E.. t 17-107 P.E. SEACA1VATURE/DATE FLORIDA tic.B 44167 5 SHEET 6 5 OF 20 __-_ " - - POURED CRETE __ _ __„ _____ - _ _- __ _ __ _ - - CONCRETE ANCHORS. OR BLOCK POURED- , CONCRETE I POURED SHEET SCHEDULE ON REQUIRED CONCRETE i MACM-2 E3/4YtS SS. CORENCRETE CONCR tT REQUIRED - FOR % _a"""" (SEESCHEDULEETANCHORS YI/ 1/4'-20 - II _CONCRETE:ANCHORS / _.. I 17 T8 s cEYSTa s(SEE Haum155 WM SHEET T) / / / /i SHEET 13) NUTS 0 12'OZ. (SEC SCHEDULE ON SHEET 13) r) IJ/ C + M€n. . çcTE y / a.x1OR t 4 itiACHINEQ EQ-C. /1/27"--2--:- 99 i t�`1� E. . I 1%2 'f it .250'Mos. " -__3*-t i 3 OR•15 -� n`µ=-L I✓' 13 aR }) .250' fll� �yillll jE D. (' v iS»'_ E.Dir �'1INN1I � rMax. 7---10 I 11 I /. �q Z I -.250"Max, i/ E F4 I > `p. `�p.T({�� '-;,11-,1.,". .D i07 -1 r F N� HX_.........� 1 .�! I OPTIONAL I I +i i 1 i., OPTIONA4 1`` t f.i i'',:11 1 IYj oytiyIt SOME ,� ' t'L ,i MSN..SEPARATION TO GLASS }Iiiiii 1 ME ° a+ 111*E �OR '"i�_.-O E c�aNs5- I' (SEE SCHEDULE ON SHEET 11) EKI571NG "sw-1 AIi ES SCHEDULE SEPARATION TO GLASS _ i 4 i .�__ - - GLASS--.1 ---,1 (SEE SCHEDULE ON.SHEET 11) I 1,i EXISDNO - GLASS f 1 ©HV WALL HEADER INSTALLATION Al ;HV WALL HEADER INSTALLATION. LI HV WALL HEADER INSTALLATION + KEYSTONE _ EXISTING ._, ..__._,. MEL SEPARATION TO GLASS , GLASS--+ t04.SFPA ITSI . II O EXISTINO.„_j ' (SEE SCHEDULE ON SHEET i tj i 0 To GLASS(SE 1 r OR L:Y . MW. SEPARATION TO.GLASS GLASS , Sam da s4.Er I ` `(SEE SCHEDULE ON SHEET i i) h 11 FOR RAZE 10! rh dt Derr iB FOR L�y i 914859(£h s31 p�y �- EXISTING ` 1OPTIONAL '1 I, .[yi t :>i GLASS--- - LASS-- I E:D,� ' NrypJJ ,.r-�1�p„{ I ! :I, 1/ }. i/4"Moo, a»s __ '�I ! OPTIONAL i ' 1-, •—•S 3 OR t_S E. D / / f ✓'. .I HH i I { £ r ".�.` r � • PO i 1 2 ,_Cr"" ."""'". y)^{'})) 66""(17 / ,.E.D b=` ,�.,lLjlt-�' �., EQ £Q E �r�.111/� �M1/- ` 1 ®OR•@,) f 1 j,- ti1'j i 1 2 OR 1 4 ,,1,�1`_-".r -J i I 1/4 0-20x3/4 S,S. I f f L PHILLIPS TRUSS HEAD tfa'0-20x3fa'5:S PHILLIPS " s'/ _ � EQ. EQ MACHINE SCREWS USING t t 111 r-.,, CONCRETE ANCHORS 777 TRUSS HEAD MACHINE SCREWS ,--CONCRETE ANCHORS �` titJ°R 18 1 1/4'-20 NUTS• 12"O.0-- (SEE SCHEDULF,.ON W/ 1/4"-20 NUTS a'12`O.C. "--71 ' "'" ( , POURED CONCRETE- SHEET'13} POURED CONCRETE_/ (SEE SCH£Ut7LE.ON SHEET 13) Al, OR CONCRETE BLOCK OR CONCRETE BLOCK -"�- !L/ 1, _ONCRETE ANCHORS REOuIRED � WALL.REQUIRED (ii) HV WALL SILL INSTALLATION J (sE£SCHEDULE ON CO" HV WALL SILL INSTALLATION POURED CONCRETE_ SHEET 14) DR CONCRETE BLOCK WALL REQUIRED 0. HV WALL SILL. INSTALLATION pow FO„COMBINATION OF SECTIONS: INSTALLATION DETAILS W/. 1-'.SEE SHEET 4 FOR TYPF+.AL.SHUTTER •E.0, =EDGE DISTANCE. • SEE LIMITATIONS OF USE FOR } HV BLADE D 2-SEM UN (SEE SPECIFICATIONS ON SHEET 13) BLADE ,A ON SHEET' 19 (i) 1 I v u A 2-MOUNTING SECTIONS CAN.BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IAtiA N.vt.",,,F 111'' 1k w.Tj -' FLORIDA BUILDING CODE(Han High Velocity Hurricane" Zone) .. 17 METAL r y� •\`tx ENS V'13�= •2017 TILTECO,INC, `120BE ��SU LY, INC. , 4' —s. ? Accordion Shutter.System * / ill. qac. \ A.S.0AH.,. .#, w/OR W/o H.V.WINDOW BLADE +'•'7 American Shutter Systems REVyNo QESCRIPTIDN OATS SRANN Br: L.C. 9 '� 'xCr .*, D 11.5 TESTING. & ENGINEERING COMPANY O ORIg ft1/1�; Association, Inc. I OLD 15-085 0.7/27/17 DATE 07/27/17 • ( �, ; 8155 H.W.3I(.SI.11Tte33 lusoo51A cAn05)8 1-163173:as 4268 Westroods Drive 2 • �- „"�,.. 6, 111... pporm:(305)Sm1 It-3006CaoLcamoS)8T1.-1531 West Rolm Beoch, FL 33407 2 DRAWING No s/(?HAt V ; EB-aoDST,9 17-107 ''""',,,:y,ArA'` WALTER A.77LLR Jr.P.E.. 5 SHEET FLORIDA'Os./44101 RE. SEAL/SIGNATURE/DATE e 6 OF 20 _ ___ CONCRETE ANCHORS i M.a YpARATgN 0 !,.1�' S 0 .. _ .urN.SEPARATION It rL-(1)t _ POURED (SEE SCHEDULE 4N SHEET 13) ro taws(SEE OR 7.7' EmsaNG i • m MARS "� m'' CONCRETE i,UtnA6 w SMEEY i"iSEE 0,SKEET UN-'1 F. e't REQUIRED EDGE a -,11 FUe 19(DA'O I. I GLASS--{ Mx smAa4xoN ,Ii �"-�7 r) i i' i r T - 5�If i W SHEET 19 iCfl (( to cVSS 4fpFj 1i. t 1 P ' C D 4-^=" RPPUC4ELE EXISTING ESKESC{k 6f t'-I SoicaxE !t, '�, �k, i n CLASS_/ f NNN1 'N, m s tT t,y Viii}} ALTERNATE '.i r DOSING/ 4;' 3 • ANCHOR _ HN {{ GLASS-1/://:•/,'• / t} ,{^EQ EO--� LOCATION \ Fp! }ry�{ry{ { (,'. FE' "Their � '� H 10x3 4'HEX Y/ASHER HEAD DTI. J 'r�CR 1S 11..•, 3fauLV, �.., 7£K SCREWS 6 T2'O:C. Ill 8 .T --7-11j SDS OF + 1� . 3fa' 'M" �I CONCRETE ANCHORS �IF� t,,A ' APPLICABLE C{ HH ®t 7_ ! * ! 1 {SEE SCHEDULE ON SHEET 13) ('' E. ��/t7 r ..711 Itl! l 1 .. EXISTING ; CLASS---+ FSLE OF IF I / -I 1f2 ♦i 1 1 , EDGE OF APPLICABLE t- --1 11 ADPL CABLE SLAB IF IM *TR 5[PA9AttH r�y �, /'l AFPUCA9LE .�f r POURED FLAT HEAD CONCRETE ANCHOR ' 10 oASS(SEE I , ) ,.`. � POURED E.D.* CONCRETE �E'ALAE 9tti. -' r CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) 111 FCR 3ME Tyutl POURED REQUIRED FLAT HEAD CONCRETE ANCHORS at BEET 19 FOR . 4 I-CO OR (� CONCRETE I EIAEsm1.60 L REQUIRED ' C.D." . E. D.* (SEE SCHEDULE ON SHEET 14) i1 TRENCH INSTALLATION VALID ONLY FOR UP TO t70, -75 PSF A.S.D. err HV FLOOR INSTALLATION ATtQN t OI HV WALK—OVER INSTALLATION DEHED SIGN ER S UREERATING &FOR SPANS PER 11 0) NV CEILING INSTALLATION __ UYs-•;._-_ MN.SZFAW,Rpx V i M:L� rKw --^-1-- t CONCRETE ANCHORS T°�"s TO aw* —(51 SC44".5) I Ql ---� __/l�.__ .-I SHED SCHEDULE ON/ tfYO wSU uw sxEEE rll -(p T III i $ EXISTING .T„__.---.._..__ TECHNOLOGY CR 1/4.0 P54150 I 1/4• EXISTING_1 t EXISTING"'-I GLASS—, PASIENEKS TATTER.ANa.ioR5 Yf MASS. - CLASS vat SEf'IMmx TO(i/5I MN.�1FdF nm+TO o . 13/4'tWI.CURSOL 151 0 S' MAX. W.6 Ya4Wtt oN A „) OC.FOR UP TO 6•-0'SPAN AND I((( __ UM (E jl 4 U.C.FOR SPATS LANCER 1505 :.T i J-a N - I 6 wroa o'MALAwx 7 ( �' 1 -t f f if4� �LJToFRNIT AT EVCRI FA-rENER HFA3 0' 1 r :'r G:"•7 1(,/��"� j ii •MAK II �y (TTP.)(Hm KM Y OR l /$ r � 'FAD♦ }�{� '4 SOz3f4'HEX &p* ! S43Y 11 F9R D4aTATIC4E ;' 3 T8— LI. rMAX.WI i • , GR 15 l {Ip i i TZC SCREWS--f WASHER CUNT.SEALANT —:-.T..-----r--1.1. Its 1 Lit j;1y I 1 1 '8 a 12`Q.C. I 1 8 t t. #14x1/4' HER HEAD--/ r +3 _� r'i'411A^.,j, •I ale ,C... I Cr / // !" \ //4•P-20+3/4'SS MS 9 / 111 • 46 xn HpL{l44---- TEK SCREWS a 9`O.C. CONCRETE ANCHORS to Y —_ -.r 6 ,„ 3/fi^ ,,--#14x314-S.D.S. L �„_ __,E p� pp if4” .i J AUTO 1/4`A-2U ltltr5 OR 1/4'0-20 5.5,M.S. I,1 j �" MN, ..l W r O.C. ,. Max. ('+ �+," 0 12'D.C. W/NUT 0 9.O.C. (SEE SCHEDULE ON :1 � 11/2�! CC 11 4 OR 18 J l Fxls0 0 NON STRUCTURAL SIMIllimmom.I SHEET 14) 1 -j T` / j 2.00`1.11N. '""'WALL TRIM(DECORATIVE t 2"- #14x3/4'F.H.5.05. MIN. jPREOU REQ ONCRETE 1t' I �R 1 B `f. EU. SILL) u.9 7 0', 1 7 8'•--r' APPUCASL£ y .r1!` -17 ...\��®B`o:C. ' '— j./ -CONCRETE ANCHORS \-SEE NOTE 13(0 " POURED CONCRETE (SEESCHEDULE 0I ON SHEET i '''SEE NOTE t3(D} ., _'-' POURED CONCRETE ON SHEET 1 E 0_ OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK f.- -. __..._—... REQUIREDREQUIRED MQ KEYST+J•lE MOUNTING INSTAL4ATiON, OPTIONAL POURED K NV WALL FLOOR INSTALLATION CONCRETE ® HY WALL WALK—OVER INSTALLATION_ MAXIMUM A.S.D.RMT Pr-0. E;+64,-72 pH MAXIMUM spuTA.S.D.DESIGN S AN PRESSURE: , REQUIRED OJ NV RAINGUARD INSTALLATION t MEL * t REMOVABLE WHEN SHALL ED VOTE FOR COMBINATION OF SECTIONS: E.0, EDGE DISTANCE • SEE LIMITATIONS OF USE FOR (SEE SPECIFICATIONS Ott SHEET 13) ORJACTRT To AN OPERABLE E(TTINSTALLATION DETAILS W/. HV BLADE. 1-SEE SHEET 4 FOR TYPICAL SHUTTER OR ENTRANCE BLADE 1h.ON SHEET 19 ASSEMBLY itf/,Ys ! 2-MNTINGN ANYWAY TO SU TOANYCAN BE STAILAOIOBINE0 1dT i+T f tj�A 774' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02017 mTEco,INC. Q 2017 EASTERN METAL SUPPLY, INC. sII �' BERTHA H'ViM 1-'1"1", °4'-^" -^,-di<1 A S Q# Accordion Shutter System ', • L E OINC. N ■ . FIV. Eis1DE#1 W/OR W/0 H.V. WN]GN BLADE t "3 American Shutter Systems REV.N. DESCRLPTOK DATE MON HY: L.C. ` '� ' ' TICCIT TESTING k ENGINEERING COMPANY Q % '� /��e Association, Inc. 1 OLD 15-085 07/27/17 SAT: 07/27/#7 - I� , \ 6355 N.W.36th.SL Sts.305.NRQNN CAROM FLORCA 3310E !'fg'•o inc.,p ... LtA Phone::(305)871-7530.Fox:(305)871-1531 4268 Westroads Drive Ti . DRAWING Na `�j0lUA!•E,*C'� t11 -moa:6n,0000Wcam West Palm Beach, FL 33407 3 03-0006719.'DUOJr. 4 17-1 07 A''' WALTER A. . P.E. ^��•••r•0�� norsroA uc.d 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 4 7 OF 20 SEE END WALL GOt1NEOTIO DETAILS ON SHEETS 10 & 18 � SEE NOTES ON LOCKING RODS]® N LOCKS 0 o ON SHEET 5. I INSTALLATIONS 161 f �' HV **BLADE SLAAND CKKT0510. VF IE HV LOCK S VALID FOR AU. OUT 00. ! I N EXISTING GLASS BLADE[ry� ,A, (� t ['p - {/��J^�) {/�/'�) (/7^,�) B LA V 1= YY r H V1J E I V T G(S M AT 1.S CENTERIAATES APPLICATION WITH BLADE° I 1.J �.e• Q Q �J OA I I ,A ." 6A 8 oR I0 + © LJ OR SEE END WALLCONNECTION 1 1 TO• I ExlsTtNG GLASS DETAILS ON SHEETS 10 & 18-1 6 � Q�Q Q�C� ,(- l 0.0-0,0-0,0-- t # � � � � � I 3 1/4" 7- B 1/2" 7' 2'x2"a1/B"e0'-2 ( 8Q•t.:/at l':J*l':1ax1'.'1•`t:1 # .. (Goss-Ts/440 ACO OPPOSING ! SYMMETRYCAL ANGLE w/(2) l/4'0 TAPCON \ 1 1/2" OR '® Ai,C0ORs TO CONCRETE — CEN ER ATE5 CENTERM4TES ram.SEPARATION (TOP/BOTTOM)do \ (/tOx3f4»S.M.S.® 12" � (4),y+on/z"s.M.s m TUBe"I � o.c FULL LE 1 T. W HV LOCK "' or �.,ai �1 W1/ HV LOCK C24�*or- . To Goss AT EACH ANGLE.(TZP) I 3 * 31127 (orEESHEETGlI) 5 SiI1 W ' e* IN .-----1 ,,, ,„,, Q_ / _..._._ — r... I 1 -ma . __ , --- _ .._ — t/ / , ® ,,, o.._ , , 0 , _Lii.ailr.I I 17/- -.... r-- N.- __.) IF_ Q'Q Q QQ \4:2) _ �- ' --O' r OUT 0p HVC� oR 6x 6 7 8 10+' 3�T 10•Q°flQ•0�`x©�•(3- HVA HVA 0-0a-0.0-0.0.0- r-POURED CONCRETE OR � EXISTING GLASS. I CONCRETE BLOCK WAIL t /•Q Qa°J•ll•Q I 10• IQSoAQ+0°0.0w r i 'REOUED EXISTING (..',)°'@*Q Q `�% 11\ �fF MIN.SEPARATION f8�A 8 • SAISYMMETRICAL~ �IN Q' `�1°R� �•®" .__ .. CLASS fir,,Q�Q.Q3 iQ9,Q5 r\SXISTING CENTERMATE5 IQ5• i(�g« t »Qg oA�g.�7 „6 To'CLASS 0 _,_, -„..1 G1A55L 1� I (SEE SCHEDULE —F'^ -0,0 0•0 —” �N' .m V LOC OPTIONAL 0.0of,0*13..+3 . ON SHEET 1 I) r{ MIN SEPARATION 1[y,� ' tG,�y -../r+..Z��t IMINININ aA Oj' T.1i' Is. ! TO CLASS �{ OPTIONAL -`L✓ (SLE SCHEDULE I FV f .,�, I I Vis?—...: - _ w rp f I ON SWEET 11J ` .,(INTERIOR) !. -� !r}L' .. .._.._._ 41l J, / 1.+ ., I L i ;f -`-"CONCRETE'" i I ' ANCHORS $� i `w.' --- ,� � \ VARIES -1,1 1-1' -,..,,- * C.'s C:'y +--!'!:Tl an C •Jj OUT . ._ 6 1/2"`MAAXX.:SLACN [to OUT �, "1. (EXTERIOR) HVE HIVE** H V D t��lT! L 0,1' `s%A. ' FLORIDA BUILDING CODE(Non 'High Velocity. Hurricane Zone) °t1 p'�- , 2 02017 TILTECO,INC. X72017 EASTERN METAL SUPPLY, INC. ,, \NCENT9i:\••.P 4 / BERTHA HVTM / I i.l E C QINC. QI. ■ .(A►. Accordion Shatter System H.V. • BIsDE/irI w/ai WHO H.V. WINDOW MADE -g ,�. American Shutter Systems Noy DESCRIPTION DATE DRAWN BY: LC. • rp �i,i TICCIT TESTING & ENGINEERING COMPANY 4( , REV. Inc: OLD 15-085 07/27/17DADRA o:LC. 7 * h 8355 R.W.36th:SL St 305,`ARWN'A CAROM FLORIDA 33)65 —' .<• .( °. 4268 Westroads Drive 2 .IQ w Phone I(3os)Bn-1S3o.Fax:(305)87+-1531DRAWING No _ (•=••p"t•- 1`�,.\'t+° m is ES-66067 aoLccm West Palm Beach, FL 33407 • 3 t J .(/� • ��OrL<F1L• "'j r+L+ WALTER A.OLL8R19 Jr.P.E. - 7 I—i iJ7 ''''AA/iAAA reffl.' FLORIDA Uc.f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6. 8 OF 20 ` ALTERNATE INSTALLATION W/HV "T" LOC Ci}0. HV MALE/FEMALE "T" LOCKS CENTERMATES ,ZS , C) & LOCKERS 0 W/ Q HV BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 & 14 INSTALLATION (1) HV BLADE 1 OUT I o IN r `pPSTMG«us *DIAD(©STACK DETA4.IBC N+maTEO ON SKEET B. W/ HO CENTERMATES 6) , 0 . 0 � AS WELL U51 AS TRS 1.FLOATING BLADE 0)OOCTALMCO-HYO. 0`°®°'dA�,'®'y4!"10.4 o+ INDICATED ON 1105 SHEET.wY eE USED WITH ToO ALTERNATE SEE END WALL CONNECTION_ra•0°"vJ+�'0.Oa rvs1ALLAnaNAETNI HNO SHOWN w THIS sHFiEr. DETAILS ON SHEETS 10& 10, ©'0j 'Et-0.0j .(i3)a ciii o @'0-0.0-0•0W (J gs "" ' ,NcrtD i(ziarA//:t:T�s'«i MP If ^ ; OPTIONAL) t,* OMAN.) ; ) ANCHORS TO COYCRETC i. L ---,. -., - { 'INV FULL tF1ILH1'. I I-•»•---••.- (4N10A1/a:SES.DOP/DO101115E r CIN ( _ (4)N.Y. L , 1rN.�AAugN N EACH ANDLE mPl ec 34 HV "T" P4t&SH4TTP.) A 13 k IN 4. r (rm.) t6a u s$ 5 / fir LOCK (INSIDE) d i _�_ _ wMIr oN=xm +T WrifIJAIriii,,_ .:._.. _17tw #- 1.Lir> lii. . i ii i NE ip.„..---iiiiijilikj) Ii1uFL ° ;,e 1ar� 114r y����7(��it.-4, _ s.A��rr ir rif��rr►� P.rt�l��a�rlt awns. IMIK '�� ( ;;'� kS 31 oa 32 / ®Da 32 31 oa (1 as * 6 NI 1/4" d'20 x 1 1/2" S.S.M.S. 1) ®* rN) r vU_, (OP NOUT 'l HDC—HVC SEE NOTE 6 FOR HY LOCK0. 1=! Wj 7/8"0 x 3/32" WINGNUT. (OPOOHAl.).HDB—HVB (OUT 'T'LACK.ON SHEET 5. * 0 HV "T" LOCK (OUTSIDE)— Ei SYMMETRICAL 6 T L A WSYMMETRICAL Hp CENTERMATES H v V* f_.l ' LOCK ( XTE_RJOR) W/ LOCK__([it TERIOR} t 5Ea1FC KALA ALU1AWW (2024-T3 ALLOY)LARGE FL044G0 TON �6.434"or,F0'0'0'03' ,F7'��'�_0�'" la+®' SHEET KNURL PNIT P 0020. (ID^�A©'4�`\.:/•�/ AS NANUFACiUPED BY ANDEL CHENEY �y AAte�,, @/'� //�� TEx3ORN,PARSB+PENY.NEW JERSEY ©•0-I(f�^�;jQ1,!,7•@ R 07034 OR COWL V © •/� ® *SEE NOTES 0.00431000 60030a 410.000.ON SHUT \ U /-0— • **IV+.N'ERSA!FL0AnH0 0150(8 Duo Hoo-oo e ma)roa J.U.CENT0AATE3 APPLY.AtIONs WOH BLADE() .+ HDD—HYD** FLOATING STACK 'ITFAIiroww..."� /1F -ti�A, Ike''''--- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' ,,a1;" • '••./J%^ 02017 sato,INC. 012017 EASTERN METAL SUPPLY, INC. yA, \ ..... ENse,.''`',y= BERTHA HVTM n * .'A . AM" `` �Lr A A Accordion Shutter System i L E GINC. . M . . H.V. axe#1`W/"OR W/0 H.V.WINDOW BLADE ' +r American Shutter Systems 6'i TILLIT TESTING & ENGINEERING COMPANY Inc. REV.No -D[S15-08( DATE DRAWN BY: 7 '1. pts •tfj~ %4 6355 N.W.3918 St..Sse.Y13.NfROttM 0 0O00S.FLORdYI 33766 Association, ci OLD 15-085 b7/27/T7 DATE: 07/27/17 L.t`; °A" ° PNona:(365)871-)53T.ro,:(303)671-1531 4268 Westroods Drive 2 . DRAWING No SIO 0\1'. (rlr a-ma tR DO;Loam West Palm Beach, FL 33407 a 17-1.37 ALL r --"'"'ML,i,1.1' WALTER A TILLIT Jr.P.E. 4 SHEET - FLORIDA.tie.#44167 . P.E. SEAL./SIGNATURE/DATE 8 SOF 20 .__ POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR ! / OR CONCRETE ,, a OR CONCRETE ,',. * ,,,,,,TOR CONCRETE CONCRETE BLOCK WALL V , , ." BLOCK WALL REQUIRED r".'". BLOCK WALL REQUIRED BLOCK WALL REQUIRED •'V -. REQUIRED • .' .,. , 1 • ' ' • EXISTING GLASS L .• .• .' • - / EXISTING GLASS / „„:-> 7- T- -5 I • . ' __Ir . ,, ” 2-m8,I, EXISTING GLASS („.CONCRETE ANCHOR-1 .. ,/-EXISTING GLASS ... , ,„.. . ,.,.." .•'. , 0„ ../ r -;,, , / ,› , 0 1r D.O. .,' . _../L-- --f) ,,," .' MIN SEPARATION ......:', : ,,' --F.--5 ,•, /- ,.. r - ---r-5 . - - r- r---2 MIN:. . I ,.,' , TO aAss(SEE '1 .-'' SEPARATION I ,• / , ," / MIN SEPARATION .0 'III ' EQ „ EQ,..' MN.SEPARATION TO GLASS(WI I " 0 I / SCHEDULE ON SHM7 ' ,, , , 10 GLASS(SM TO GLASS(SEE ,0 . .. ,.' 11 FOR ER/DE ORO ; /'' ,' SOOXILL OR SHST I- ," ," I ,• ./. I I ."' SCHEME at SI-WET 1/16-x3*MAX. I ON SHEET 19 FOR ; . ,.. ,. " I '` SCHEDULE ON SOOT 11 FCR B.ADE 0 AN0 - II FOR RADE ORO (606.3T6),CONT. wpm 0A.9 — ,ON SHEET 19 FOR I/2" ,t.r...21.1""-- 1 1 TOR BLADE 0/ND ,.... I / 1, i opors(1)&19 ION ace°19 FCR F.. ,ON SHEET 19 FCR ALUM.CLOSER .,_„, 4 , (LOCATE AT 13_, BLADES MEt 9 PLATE. (LOCATE 1/2-I -/ll , ! I ' TEAM'(DIS(;) EIOI.E.R SIDE ! AT EITHER SIDE MILIO-LT i .1 ' I I \.i 0 \ I OF(D) I OF®, i 1 .-1 4 I 1 4.USE 1"OR 2'MAX. I MP I 1/2-MIN. I tI I I Yr> - ______> (AS APPLICABLE)621/8-60.-2. 1 !#,,,,,,..„, I - #1O.1/2 SONS.__/*/I '1 I .L &AL,. , ALUMINUM CUP ANGLE #1061/2"S.M.S.,__; rA . _ -, 0 le Ile. 1 :F.,' -----7'- ' 0 InghiL. , (8063-T6 ALLOY)AT MIDHEIGHT , 0 16"D.C. .aILL —-.7-- I 6, ., \ . • 01,„I \-11196's' , ..., . i (1) #,O.,,,2-S.M.S.TOCT Ec \0 (2)1/4"0 TAPCONS ANCHORS TO , '\ / ` / .."j•--- N . , WALL AT 1.O.C. (LOCATE AT /---- I s , L SEE DETAIL X FOR EITHER SIDE OF 0) I CI OR 0' ' , ! ...,..\ 61R-0-‘N. SEE DONL X FOR•-/ 411)OR Q.,\N SIDE TIERcAT0,1,- -.:0 OR (Br\ SEE DETAIL X FO' 0 . SIDE CONNECTION _40.0-®-0-0-0.00. tO.43.®'® ® )'O SIDE CONNECTION 11,,-0,0.0-.0-0-6).. TO TRACKS ' 1061V6.0.0.0T<D'O' Q0"&13"43'013' TO TRACKS 00.E")-(3-0-13.0., 0.0-C-00.it-• 0-0•0-0-0•43- 0.0•0-®•0-@- e•o-o-o.e.43- tto•o-o.o-o-o- @•o-(3-0-0•43- (tD•o-o•o-o•co- co-o-A--o•o-o•421- e..@-0.0-0-0-0.6 END CONNECTION DETAIL 0 END CONNECTION DETAIL 4)®-@-@•03-0.6)-0".)@,_ 0.0-0.0-C49-9.0 0•10-6•10-@•@r@•e END CONNECTION DETAIL.(,1) END CONNECTION DETAIL® 4 REQUIRED ONLY FOR SPANS GREATER THAN 12*-0"I . , ,, /-ITILolliifigiErirfOaCoRcE"KrEwOR r- EXISTING , ..' ,,,,-.EXISTING GLASS .' ,. REQUIRED / GLASS (2)-I." 0 --1 . '' / i „ .. / - ./..- (. i -1 , tile...R. .._ _____ i, / MIN,SEPARATION ..'' IOc1/2"S.M.6," i —.„. .• . ma SEPAR/LION r:1--------_-`7>> '`O OROOROOR ' SCHEME ON stai ' . to cutss(sEE .-, 0 .• 11 FOFt STADE OAND CONCRETE / 1/2"MIN. SOLEDULE ON SHEET q":!...- :::_........; ,=!.•.-- s ,ON SHEET 19 ftki ANCHOR 0 .,' ! 11 FOR,B.ADE(E)AND 0 OROOR GjORCS ' BLADES(jI)8e 83) . CONCRETE-I- ,,,' ! "''' Ck.,,, 0 axes<pit 6) • .6:, ORO ANCHOR • 1 1 ' ' ,E0 i I I frir: . - ® , -,1/2-MIN. , ,.'' ., C--- - ; 1:7,.. 4. ILK MN " •." ir .."' I. ,r,a; _ ________-> ,*'• / , _ 7.____,, cOOROOROOR — ....- .„ . CO , ., .-' 2"MIS,," " I • SEE UMIT_ADONS OF USE FOR. / /2'MIN. . Inli., ,... __ -:-.\.--, • BLADE(0 ON SHEET 19 (})OROORO OROOR 0 VIEW Y , •, , 'ND ,, ..: , ., .. , 0 OR (B.\, PLM , \ DETAIL X ®OR Cr`,. ; 1 Q-0-0.0-0-0.0- L POURED CONCRETE OR ‘'. ', @.43.0-0'0'0"O'''' '''\•N„,:(1.9)..03'08.0'0"8' END INSTALLATION CONCRETE BLOCK WALL \ 114)*&*@*(13°.0"0/`'' REQUIRED 0•0•0-0•0•@- • 0 HV BLADE OR 0 HV WINDOW BLADE INTO , \_0•0-0-0•0-(0- 4:0•43-0.4D-0-4D- CONCRETE OR CONCRETE BLOCK WALL. ®. "..OD.(3-@•@ • END CONNECTION DETAIL® 0.@-5•43-0.@"%entlirtiNEcTIoN DETAIL® '6•02) . FLORIDA BUILDING CODE(fion High Velocity Hurricane Zone', 811 2017 EASTERN METAL SUPPLY. INC. 52017 TILTECO,INC. BERTHA HVTM • i II L / / 1LIEC 0 me. \ A.S.S.A. Accordion Shutter System.*1;411411.. 64--;-) (viri.6p i*: American Shutter Systems H.V. BLADE#1 W/OR W/O RV. MEOW MADE REV.No DESCRIPTION DATE DRAWN FIY: L.C. - ....7".Aler, .; TILLIT TESTING & ENGINEERING COMPANY 8355 tr,W.360r.SI,Sta.305,1959$GARDENS,FlOPJOA 3315E Association, Inc. 1 OLD 15-085 07/27/17 DM 07/27/17 4286 Westroads Drive 2 iTiTone:(305071-1530.FOR:(305)871-1531 DRAWING No -'-'---..°101V/41..t.°;.#441 -... ,,,''•.......... \ 01 c-trlaa:llltecoOarAcOrn West Palm Beach, FL 33407 3 - 17-1 07 , ED-0006714 . WALTER A TAUT Jr.P.E. 1 , FLORIDA Li.-11 44167 • 5 SHEET P.E. SEAL/SIGNATURE/DATE - 10 OF 20 6 SCHEDULE ii ._r:_ i SCHEDULE #3 MAXIMUM SHUTTER SPAN# "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' ft.. FOR INSTALLATIONS W/ M I AI, OR "L-" (ft) FOR INSTALLATION I EOFND ( ) � OR "L-" (It.) INSTALLATIONS CENTERMATES Q &.® or or INSTALLATIONS W/ OPPOSING W 14..11: ....' ,. ; : } CONCRETE & WOOD (1) L+: MAXIMUM ALLOY/ABLE SPAN FORA GIVEN V! ONE H.V. LOCK or or Or & ri W/ ONE HV LOCKS MANSORY POSITIVE A.S.D..DESIGN PRESSURE RATING. L-: MAX.ALLOWABLE SPAN FOR A GNEN NEGATIVE HD LOCK ®W/ NO LO KING©UDS or ONE HV LOCK or or +� OR +s W/ NO LOCKING WALL A, B, C. 0, E, M, N, 0, P, Q, AS.D. DESIGN PRESSURE RATING. CENTERMAT© 280 29 W/ ONE W/ NO LOCKING RODS ® RODS tTj MOUNTING F, K & L R, S, & V. �' LOCK ?" 30 W/TWO LO®K NG (SEE NOTES 5.t}) (VALD FDR NOURIINGV.!J�;;� (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35�1T(O��P�G&+BOTTOM'MEE 0SHEET 7) FLOOR/COUNG G, H, I, LI. J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONG`N ITE 8 w90�INSTALLATIONS CONCRETE O WOODnnMOUNTING NAvuw WNUD11 IIISTAI IAnONS V CONCRETE & IA S GIVEN A POSITNE&S.D. DESIGN PRESSURE RATING, ASD DE9Gn AS.D.61,.. INSTALLG MOWING As.O.DE9G0 DETERMINE MAXIMUM SPAN Z+' FROM SCHEDULE. PR65URE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL M(XIN OU RaF3SVfS FLOOR CLUNG MOWING / wrvw RATVG GIVEN A NEGATIVE A.S.D.SODESIGN PRESSURE RATING, OR PANG MOUNTING ('p .) FLOOR/CEIUNG MOUNTING (� '�I FLOOa/W+LL NODr11WO OC IF3lMINE hA(IAUM SPAN 'L-" FROM SCHEDULE. (.OR-) O MAXIMUM SHUTTER SPAN "L+'OR 'L-' FOR L+ (n) L-(I) L 4 (II) L-(G) L (I) I-(I) L I IN l-(n) ANAL maximum ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16'-0' 16'-0' 16'-0' 16'-0" 30 16'-0" - 16'-0" 30 16'-0' 16'-0^ INSTALLATIONS INTO WOOD SHALL BE UNITED TO - 105 psL l.4A,5..S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 1-'. 35 1$-10• 14'-10' 15•-2' 16'-0' 35 14'-Hr 14'-10- 35 15'-2' 16'-10- 40 13'-10"' 13'-10' 14'-2^ 15'-2' 40 13'-10' 13'-10' 40 14'-2• I5'-22 (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1" 13-1" 45 3'-4' 14'-3" t HV CORNER CENTERMATE g3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8" I3'-7' 50 12'-5' 12'-S_ 50 12-3' _ 13-I' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 91/ FLOOR/CEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION d2 55 l I'-f0' 11.--10. 12'-1' 12'-11' ® 11.:710- 11'-10" 55 I1'-1" f'-11 FOR A GIVEN POSITIVE A.S,U. DESIGN PRESSURE 60 11'-4• 11'-4- 11'-7' 12'-4' 60 11'-4' 11`-4" 60 10'-Y 10'-11J NOTE#5,SHEET 5. RATING: 65 I0'-I0' 10•-10' '11'-1' T1'-11" - 65 10'-10' 10'-10" _ 65 9'-5'_ IS'-.I' - DETERMINE: W+o MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" I0'-6' 10`-9" 11'-5' 70 10'-6' t0'-670 R'-9" 9-4- L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I' 10'-1' 10'-4' 11'-1' 75 10'-1" 10'-1" 79 - 8-9• tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. _ 80 9'-10' 9'-)0' 10'-0' 10'-9' BO 9'-70' 9'-10" SPAN •L+'OR'L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NCCATNE AS.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9' 10:-S' 05 9'-6' 9'-5" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3• 9'-5' 10'-1'_ 90 _9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWO: DETERMINE: ___ 1- CONNECTIONS TO KEYSTONE MOUNTING LI--, MN(, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' B'-9• 9'-2" 9•-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 p.s.7, AND 8'-0" SPAN, SEE L2-= MAY. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9-0 9'-7' 100 8'-9• 8'-4" MOUNTING ION SHEET 7. INSTALLATIONS,. 105 8'-7' 7'-11' 8'-9' -9'-4" 105 6'-7' 110 5'-4' 7'-7' 8'-7• 9'-2. 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7.-3' _ 8'-4" 8•-11" 515 B'-2• '-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+', 'LW, "1.3--AND 'L7 120 8•-0" 6'-11- 8'-2' 8'-9' 120 8''0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH ANAL MAXIMUM 125 7'-10' 6•-8' 8'-0' 8'•-5• 125 7'-10' 6'-5" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7-8' 6'-5" ?'-10' 8'-1' 130 T-e_ 61-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7' 6'-2' 7'-9• 7'-9' )35 7=7 6`-2" _140 7'-5' 5'-11' 7-7' 7'-6' 140 7'-5' s'-11" ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7-5' 7.-3' 145 7'-3' 5-9" TO GLASS 150 7-2' s'-T T-a' T-a" 150 7'-2' -7' 155 7-0' 5-5' 7-x' 6-9• 155 !7' O' 1 THRU 3 1" — 160 6'-11" 51-2" 7'-I• 6'-7' 1�60 165 6'-10' 5•-1" 7'-0' -6'-4- 170 6'-9' 4'-11' 6'-11" G'-2' 1111121== 4'-It'_ 175 6'-7' 4'-9' 6'-9' 6'-0• 175 ® 4'-9 -.----180 6'-6' 4'-8' 6'-8' 5'-10" 180 6'-6' 4'-8" T HV BLADE 185 6'-5' 4-6' 6-T 5'-8' 185 6'-5' 190 6'-a• a'--5" 6'-G' S'-s' 190 6'-4' 195 6'-3" 4'-3' 6'-5' 5'-5' 195 6'-3' 4•-3- 200 6'-2" 4-2" - G-4' S-3' 200 6'-2' -Z• 205 6'-i" 4-1' 6-3" 5"-I' 205 6'-1' 2+Jt FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', L� ' 2'.' 102017 EASTERN METAL SUPPLY. INC. �,� // 92017 TILTECO,INC. ... ;�c iusF `'�'_ BERTHA HVTM i ` / !RAC°8 !Nc. \ A■S■SIA■ Accordion Shutter System �y, HA/. eLanE#1 w/CR w/o ttv�NDcxv BuLoE y ���� '*; American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:WO:V./L6.-. 1 -0l ",S"f'f1 OT' 'L C TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-0B5 07/27/17 GATE. 07/27/17 "r !_ 15 6355 D.W.3elh St-.Ste.]D5. .Fox (301),ROAD.23166 — nom' .�(pRtpP,. 'qtr$ FhoDe I(305)571-1530.Fox:(sos)m1-1531 4268 Weslroods Drive 2 DRAWING No •, ,^ •,,.,.• \�A o-moa,Wle00000l.00m West Palm Beach, FL 33407 3 S70NALEN, ,Ff1 EB-0006719 A 17-107 r�F WALTER A ILLI Jr.P.E. FLORIDA lie.1 44167 5 SHEET P.E. SEAL7STC14ATURE/DATE 6 11 OF 20 _ a •;* •• 2 •1 • 11 8. • L1.11 6 tit ' •y A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONS , t , BLOCK INSTALONq T. .POURED CONCftEIE "(SEE NOUNBNGS A 8.C.D ANO-TE ON SHEET 6) POURED-CONcREIE/CONcRETE BLOCK - -- TAPCON OR atA79NtR4 ®WAtL HEAD .,MOUNTING V WAU.HEADEROUNTING (W IEACER MOUNTING {p}WALL IL MOUNTING *WALL SILL MOUNTING ©0&{.)WALL HEADER/SILL - TAPCON WITH,ADVANCED �1 ,�3+ p W/g MOUNTING THREApFORM TECHNOLOGY (ft) 'J.S.D.013106 NECQAE 7902030 0&11 G-• ASB.DEM BECAME FEMME 77400 ..--1.5.0 061121116611516 MEM MK •. 7756.05/21!ULW9VE 2 Ram*TAM.�i > N IMAM 74 RAMC(F.4,6-1.11. L90+O7hE FRES5962 Rom(re, ALL POINTS SOLID-SET 30 40 60 75 0 1 0 160 295 30 40 60 75 90 1 0 160 205 30 40 8205 30 40 60 75 90 120 160 205 30 40 60 73. 96 120 160 205 30 40 sc., 75 90 160 205 BLUE-TAP 14 12 10 9 6 6 74' 12 70 9. " ' 6 6' 14 12 10 9 6.14'12 'tO 9 8 8 - 74.. 12-.10 9 8. 8•8 5.5 7 5.5 3`-0" 14 12 10. 0 . , 74 12 10 0 -- SEINEIMIEB 10 111.111:1 6 14 12 10 9 , 8 8 OR 5. 14 12 10 - 14 72 70 9 6. 8.. 6 3 14 12 70 0 8 8 8 6 p 8 8.5 TAPP$ 14 12,10 i�^ 13-1D 9 6 il ' ' ' - 8 7 ' R+ 14 12 10 + 14 12 10 9 6 • �5A 4 14 12 ,10 74 72 10 9 6 - - ��, L1 8. 8 .4..41.+'"12 1O ' 11111 a - 1s 12 10 9 8 a 8 '% ss 5 7 5.5 14 12 10 _ ! - 4 3 * SEE ANCHOR • 14 12 10 n 6 11 12 10 • '8 7 - 14 12 10 '9 8 a s _ 8 a SPECI.ICA IONS 5'-0" 14 12 10 - 8.. 3 - - 14' T2 10 9 ..8 7 - 5 4 14 12 to 12 10 9 6 5.9 4 ON SHEET 13 74 a 1014 12 12 94 7,5 S.s 14 121T 10 6 14 12 10 9 8 8 7.5 6.-6' 14•_ 10 fag 45 - 14. 12 10 0 7.5 4 - ® 4 3 14 12 14 ' • . 4b - 14 12 X10 ' _ 3 74 12 TO ■ 6 11 12 10 9 8 7 7.5 6 7.-''' /4 .12 IO x[•]0'„1 - - - - 14, 12 10 8 6.5 - - - Is 3.9 14 .12 IO. 1 _ M 4 _ 74 12 10 12 ' 14' 12 10 '4 - 14 12 10 9 8 3 7.5.7 4 *SEE LIMITATIONS OF USE FOR B'-0. 14 12 is • sig...1_,..-- BLADE tA,02 SHEET 19 14. 72 10. 9, 5MIMI - 14 12 - - 14 12 10 6.5 4.5 9 14 12 10 6.5 47----"- ® - - 14 5 14 1. 10 9, - - - 6 3 D-0" 14 12 8.5 10 9 _ 44 12 10 - 14 12 9.5 „ 14 12 9.5 14 12 /0 7.6 S - - - _ - 4.5 16•=D 14'12 5.9 - - - 14 10.5 7 3.5 - 74: . 14' 12' 7 , - 14 12 5 - - 14'12 10 = -7- 35 - tt'-0 14 12 4 14 12 tt=- t2.5 9.5 _.._12.5 95 6 - 14. 12 6.5 ��- 13.6 70 - 74 10 7Immo _ 14' 125.5 9.5 7 - i4 12 5.5 - 14 12 4 - 14 12 TO - - - t .Wttz 3 12'-0" 14 12 7 11.5 8.5 - - - 11.5 8.5 4 - - - - - , 72 s ■ - 1.55,95 - - - -135'9.3 4.5 - _ 1) NV BLADE OR ( HV BLADE 10.8 B Q = W/ * HV WINDOW BLADE _ _ - - ® 14 12 � ON/CS - "- WORKING IN UNISON 14 12 14 .12 14 '12 -_- .. _ 12 - - EI 14'-0" 1s T .7. m ■ 11■■1111! tt4� :10 7s 75 5 4 3 p :_..- .176-11.5 =14 1 li: 12 - - - - a - 70: 4 10.5 8 - -• - - - - 8 MEM "14 - - _ - - - - - - - 8. 15'-014 - - � - - - - - 7 t0 14•- - - n ". - •--:�- - - - to - .- -- _ .. "' ' 14 - 14-- - - 14 - - - - =--C SG7i+' •j��,;.-_ �---5 - - - - - - 0 - FLORIDA BUILDING CODE(Non High Velocity .Hurricane Zone) _ _ - 110,•\-..` "2'---t. 42017 TRTECO,INC. 02OI7 EASTERN METAL SUPPLY, INC. sv' ' �4. BERTHA HVTM 1 '� �cfnts�;'' y_ A.S.S.A. Accordion Shutter System. T� S. Z / I i L I E C O I N c. HN. MADE#1 w/oR Wil-°17.11,11E-V. JO i-v.WiI'EO m�nE . 7� American Shutter Systems 1.,4 um Pn9N Dare o uwl+ar: cc. 7. TILLIT TESTING & ENGINEERING COMPANY .1+p f/c� Association, 'Inc. 1 .OLA 15=065 07/27/17 WEI 07/27/17 ' r ,. •+r' • 6355 N.ar.7bN.St Sts.305.4V{Gi104 W't07ri5.-f7,OR10a:]3t65 tJ 7t i 4268 W Beach, tls Drive 2 ' ?,. ( ` §� None::1305)877 1530.Fa,:1305)871-i9 i DRAWING No {�1 ,�ya,R1T1 .•,�,4,t 01: 60087oa.com West Palm Beach, FL 33407 3 f 7-107 /ONAL t. „770 8727777 A.1W719 Jr.P.E. 4 .. P.E. SE1Q'7''3IONi TEIRE/DATE FLORIDA lie.�'44,67 _ 6 SH12 OF 20. IAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES I.S.D. I i.r1 t .:N4 •'"s i RE_RATING ANDA CORRESPONDING MOUNTING iYPE FOR CONCRETE OR CONCRETE BLOCK INSiAI ATIONS (sEE NOUNDNGS E.0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: � POURED CONCRETE/CONCRETE BLACK POUTED G2HCRETE (A) TO EXISTING POURED CONCRETE:(Min. f'c=3'AN) i/Mt@08i ©WALL SILL MOUNTING (D CEILING MOUNTING 0 FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY L:T.W.BUILDEX.(Min.Pc=3 tci) /WOHORS SPACING lima) - 1/410 x'3/4'All POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECHILTY COMPANY.(Min. Fc=3 I0i) SP µ ASO W50 NEGAME 14 RA1114 1)1.59.DESIGN 9E54115 FROMM FAINC�A)ASAWANE.5E9GR NE P46556 5 RA1Si5 1prt� - 1/4"0-BLUE TAP CONCRETE ANCHORS-W/CAP AS MANUFACTURED RY FLORIDA FASTENERS DIRECT,INC.(Min.Pc=2 Rai) 30 S.AWITH OR - 1/4"0"TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,.INC.,AND DISTWBUTEI BY ALL POINTS SCREW,BOLT&SPECIALlY 40 60 5 SO 120 i6 205 JO 40 d0 75 90 520-6 205 30 40 60 75 90 120 160 205 TAPCON RM' CHNO G COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATOB,INC. 14 12 10 ' 8 8 6 65 14 12 10 9 B -6 6 14 12 10 9 8• 8 6 6 THREADFORM TECHNOLOGY (Min.T =3 DO ' 3'-0• 94 12 10 B 8 6 6 'ts 12 10 '9 6 6 6 14 12 5O 9 0 a 6 _6 ALL POINTS SOLID-SET OR LESS 14 12 10 B 8'-B B 14 12'. 10 B 9 6 6 14 s,14 10 9 8 8. 6 15 BLUE TAP W/CAP NOTES: 14 12'10 8 8 s, 6 7 t4 12 10-'9 B 6 6 14 12 10 '9 8 B 6 6 TFPPFR+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON'WITH ADVANCED THREADFORM'TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10' B 7 5.5 3.5 /4 12 10 9 8 e 6 14 12 10 9 8 B' 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAA W/CAP ANCHORS IS I 1/2'. 4• -0' 14 1210 '8 B 6 6 14 12 10 9 8 6 6 14 12 10 9 B 0 $.-5.5 14 12 10 �8 B 6 4 14 12 10 9 8 6 '4.5 14 12 10 9 -0 5 4 35 A2)MINIMUM EMBEDMENT OF 5/4'0 X 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 ._0 'B 6 4.5 14 1210 9 8 6 5.5 14 12 10 9 8 8- 6 4.5 - INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 t0 '9 1.5 5.5 3.5 - 14 72 70 9 8. 8 6 5 14 12 tO 9 8 7 5s •SEE UUNAN0:S OE USE FOR 4 DUST,ON stPaT 19 Sf,ANO I'MiNtMUM FOR WALLS WITH NO STUCCO. 0,`14 12 10 B 8 B 6 6 14- 12 10 9 8 8 6 5.5 14 12 10 9 13 6 6 4.5 5,- ,14 12 10 9 8 7 4 - 14 *2 30 ":9 8 6.5 .5 3,5 14 12 10- 8 8.5 5 3.5 3 A3)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 7.5 4.5 - 14 12 10 9 6 8 6 4.5 14�12 10' 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH'TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON *4 12 9.5 7.5 0.5 4,5 - - 14 12 to 9 8 7.5 5.5 4 14 12 t0 9 8 6 4.5 3s NOTES A.1)&A2)ABOVE.'FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR _ 14 12 10 9 8 8 6 - 14 12 10 8 a 6 6 5 I4 12 10 B 8 6.5 5 35 INSTALLATION INTO DES WITH METAL STUDS SEE SHEET 20. 6•-O" - 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3'l4 12 B .5 5.5 4 3 ,_ (B) TO'EXISTING'CONCRETE BLOCK:_(ASTM C-90) 14 12 10" " 9 8 5 - 14 12 tO 9 $ 6:5 5 5.75 4 72 18 85 '-8 5 .4 - 9/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 6.5 5.5 3''- - 14 t2 10 6 8 6.5 4.5'3.5 1 14- 612 l0 0 7 5 3_5 3 - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. u 12 1O B 8 8 - - *4 12 to 9 6 7 5 14 12 l0 9 75 55 4 a - t/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7,-0. - 14 12 10 8 Cs 4 - - 14 12 9 7.5'6 45 35 •- 14 10.S 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 1210''8.5 7 4, .- - 14 12'10 9 7.5 5.5 4 - 14 IS 9 7 75:4.5 - COMPANY OR ANY OTHER APPROVED)LICENSED OR AUTHORIZED' WITH VENDOR REGISTERED THE AMERICAN SHUTTER SYSTEMS ASSOCtATTON.INC. *1 14 11 7 55 4.5 - - 14 12 50 9 7.5 54 4- - 14. 12 9 '7 6 45 3' - 8 _ . p. 14 12 10' 9 8" 6.5 -- 14 12 10 9 a 6 4 - 14 12 10 B AD .5 3.5 - NOTES: 14 t2 8.5 7 5.5 3' - - /4 12 8 6.5"5.5 4 3 - 12.5 9.5' ' 6 5 4 3 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4"AND TAPCON 14 12 9.5.7.6 6 - 14 12 9.6 8 6.5 5 - - 14. 12 8 6 6.5 4.' - •-. WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I', 13,B.B 6.5. 5 3.5 - - - 14 t2 10 a $. 5' - - 14 12 B 6.5 5 4 - 9.-q, 14 12 10 9 B - - 14 12 IO 56 7.5 4.5 - _ 14 12 85 7 s 5.3 4,,_ - 6.2)MINIMUM EMBEDMENT OF 1/4.'0 x 3/4"ALL paws SDUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - - - N 11 '7 5.5 3 3.5 - - 11 8 5.5 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE'PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4,5 - - 14 12 8.5 1 5.5 4. - - 14 10.5 7 5.5 6 4.5 - - EXIST.AND I"MINIMUM FOR WALLS WITH NO"STUCCO. I ILS 6.5 5-5 4 - - - 14 12;9 7 6. 4.5_7 - 14 11 7' 3.5 4.5 3.5 -, 14 12 10 9. 75 - - - 14 12 10 8 8.5 5 - 14 t2 8 '6 0 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL FLOOR, tp'-D" - _ ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SMD WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON 94 10.5II7 5 3.5 - - - 14 95 6.5 5 4 3 - - 2. 7.5 5 4 3 - /4 It 7.5 bs - - - - 14 115 9 6 5 4- .- 72.5 95 s 5 4 s. - - NOTES 8.1)&8.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIF5 VIIT,FI.DR WITHOUT METAL STUDS"CONSULTTHIS ENGINEER, HIS 8 5 - - - - 14 32 8 6.5 55 4 _- 13 10 65' 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20: I(.-o. is 12 10 - - - - - 14 129 7 "6 4.5 _ _ 14 10.8 7 55 4.5 J_S - • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 9.5 5 ' - 12 9 6 '4.5 4 3 9 7 '45 3.5 3 14'ID i - - - - -'is tOS 7 5.5 45 - - - 11.5 SS 9s 45 3.75 - - (D) SEE SCHEDULE BELOW FOR.EDGE DISTANCE.(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 72' 9.-5 7� 0 - -. - •- 14.11.5 7,5 6'. 5 - - - 13 9 4,5 4 - - - iD- �� - - -- 14,12 8'OA 55 - - �i3 10 6.5 5 4 .- - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; 12'-0'114 85 4.5 - - - -\s- 11 B 5.5 4 3.5 - I- - B 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE MEC FOR EDGE DISTANCES INDICATED BELOW.FOR E.D,LESS,THAN THE INDICATED.REDUCE ANCHOR SPACING 13,5 9.5 6 - - - - - 13_9.5 6.5 5 -4 - -X70.5 8' 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 $,5 - _ - -'1-'- 1 10.5 7 0,5 4.5..- - - 11- 85155 4.5 3.5 - - - REDUCED.SPACING.OBTAINED USING FACTOR SHALL NOT'BE LESS MAN MINIMUM SPACING INDICATED FOR EACH.ANCHOR'TYPE. .. FACTOR 13-0'10,5 s - - - - - - 'to 7.5 5 4 3 - - 7.5 5.5 4 3 - -'- ACTUAL . EDGE TAPGC' TAPCON WITH ADVANCED ALL POINT.SOLID SET BLUE TAP W/CAP- TAPPER + 12,5 a5 t2 9• 6 4.5 4 - - 9.5 7 .5 4 - - - OIOTAHCE 1HREAAFOFtM TECHNOLOGY MIN..SPACING $ 6 14 9.5 7 5 - - - -�II 7.5 4 - -1- V - _ •R E.D. MIN.SPACING.=3' IAN.SPACING m 3". M1N.SPACING=3 I/7" 641N:.SPACING 3' 3 3/4' 4" 14 12 - - - - U# IO.S 7 5.5" - - - - I.t B.5 5.5 4.5 - - - /� POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& • 14'^0' 18 7.5. �^ 9 7 4.5 35 - - - - 7 5 3.5 3 - - - \I/ ■ BLAD_ ppm CCtILELE CLTIf]'ElE B,R7T Roo COVOETE mom WEDS 11.5 e - it a S5 4.5 - - - -_ a 6.5'45 ' CONCRETE BLOCK 45y En,3 t/2"mu,E0..2 1/2" CONCR�B1/2' CONCRETE BLOCic M,y EO.-2 1/2'MN ED.-S 1/2' V l DOA MN 1_0..3' wN.E'D..J 1/2' MN EO.3' 3' 1.0 0.90' 1.0 0:76 1:0 0,64 5A 14 - - - - - - 135 70 65-'" +0,5-a •5 -_ _ - - BLADE WIC2I.J G 2.1/2'. 0.61 1.0 �•...�. - - "� - .� 0.67 1,0 15'-0 9 _ -, - ' 8,5 5 3 - - IN UNISON ♦ - �' - - - 40 - - -,---1-10.5 8 5 - - - - d5 0 4 - - _ _ _ 2" - 0.71 - 0.51 7 - -- 11.5 9.5 5.5 - 9 9.5 45 - _ _ _ _ 1 3/4'. - 0,91 - - - :0.43 - . 16.-0 14 12.3 9.5 6 - _ - /b 7s 5: - - - t 1/2' p135 - 0.35 - • 3 - FLORIDA BUILDING GODE'(Non-Hi h Velocity Hurricane Zone) ,+Ity3%�.q� A. 1./;'+'•- ((7:2017 EASTERN METAL SUPPLY, INC. T`` `/G' 0207)71LTEC0.ENG. dt,,ti -•ueEAys•-.", BERTHA'HVTM ,, �.. --'�• Accordion Shutter System ,11 TQ f� +I L. E G.O INC. A.S.S.A. H.V. RACE#T W,OR W/O N.V.IMITOW BLADE `D :I7 ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,96 DESCRIPTIONDATE- DRAM NY: E.G. ,.r�' QC_ 77 T T.,...".4.4": A1E *: N 6355 A 3612.St.,Ste.305,14i5IMA GARDENS,FLORIDA 33186 Association, Inc. 1 OLD 55,065 07/27/17 DALE: 07/27/17 f ., Phone:(305)871-1530'.fax:(305)071-1531 4268 Westroads Drive 2 DRAWING No ("9 •�0f�ID� • •, t' ' a-InaE8l1 c1 Lrnr West Palm Bedch, FL 33407 3 'A, 17-107 ,�^vj0•••••••,`(v,`� t,/1 WALTER A.TOUT Jr.P t. 4 i, .FLORIDA Lic/44167 5 SHEET P.E.S dx{ E DATE 6: 13 OF'20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, I •*. L L :kJ •. . ::I. :L• : •:: '•.• . „4 LII. lir •C I. :al •: •. ::II : • . L9: :I•L (SEE MOUNTINGS I.J.K&L ON SHEET 7) •POUF CONCRETE POURED°ONCREfE/CONCRETE BLOCK ANCHORS SPACING LEGEND (�W'" k H TRENCH d RAJ MOUNTING QWALL/FLOOR MOUNTING ©WALL/YIALK OVER MOUNTING LtA%WUY O , _,,......__:: TAPCON°R 'msµ -TA—COM N[GR,E pi:mum RI&G(pct SO.CCM 5001711E PROW Etc ROOK ASD.DTscR 1EG41NE PRESSURE RAMOS - ..1*3011 NECAAE 400110 RATww(pe TAPCON WITH ADVANCED (n) 30 4o sD eo 20s 1z0 76o zo5 3o w 6D 7s TNREADFORM TECHNOLOGY 14 12 IS 8 �B 6 ®��®®®1.5 8.5 6.5��®���®® 5 5 s 3 ®®� 1 ALL POINTS SOUD-SET 3- ®®mv� ®N�� tt�itA0�0©©q EE it 4R LESS BLUE TAP ��� min HioNNIIime m s s ® E TAPPER+ 4' °'M®MU ga ®i�EI LIL Av©M E E© gg©m 1�� * SEE ANCHOR "11 1111 III: EEE SON SHEET O13 NNNUNIAiNiiii �', iill 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE 8,-0_MI®0I0000 ® ,MM.:1MM= D © © MM RATING & FOR SPANS PER - : �EE �nim�� EEE �� E �I SCHEDULE 1f3, SHEET 11 91651 ° 1131 -° ��� '� 0 �E�O®0 0 E EQ 10 MI��®® EEE EEeE�E� ® EE X0,_0. 01111 ® ' !� IIINNIIIININIIINII E p o. : EET,'-0 ' mumm EEEEEEEE® MAN aEE NN mall mEEaaoaEEEE imm OD HV BLADE ONLY 12..- im ®®E . ��� pR)•� ®fiOCf mil .immammmvaEEE ® mm mm 3_ ®.EEEEAU®����® ®®® 4_ ®Ea E®E ® UflE@i ..nmEEvmmv...m.sEav� E aiaw.E MMIN Rear=- - .. ©0®- _IE5.-0.©�®mQOEumav maimum , MmEmmE ®_5.o40- EEEMO a UEEa INMMEEUE® 6- n� OOE� Q- 0 - 7UEUm5 ©UEE 14 12 10 - - .- -. 7.5 i5.75 - - - -_ - 7 a- - - - s 5 4.5 -i. -- - - - FLORIDA BUILDING'CODE(Non High Velocity Hurricane Zane; 1I'";xt?r•. ri{/ �,t1 Q, `7= 0201711LTEC0,INC. ©2017 EASTERN METAL, SUPPLY. INC: '' \AZElvsF:'.,.,:, BERTHA HVTM '�' ILL;IEC O,Nc. \ A■S.S:■A. Accordion Shutter System i} i 'KV. ELACE w/aR w/o kV. varaaW.BADE �'p�,(/ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems pry,...._No OESCWPIION 0610. DRAWN 61': LC. ?�0 `rAf((�(,� * Association, Inc. 1 OLD 15-085 07/27/17 067E 07/27/17 wss N.w.36+1.se,,s<s-3d4,vwGeGA rJJiDDlS,rl.olcw 331ee . PSone:(705)871-1530..ro+:(J05)871-1531 4268 Westroads Drive 2 DRAWING No ^ S+s; \��1131 o-" 61 oon9"' West Palm Beach, FL 33407 3 '7_107 ��NAI ENG,•,I WALTER A.TILLIT Jr.P.E. 4 '� FLORIDA Lip/44167 5 SHEET P.E. •S�iSC/31CNAYURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s,fi AND CORRESPONDING MAXIMUM ANCHOR SPACING on.) SCHEDULE FOR A 1! 5 o/,. • li . :5 L .:111 . 9 Fel: : ::IL _A1 . •:: '•5• L ,o1 511L i1' (SEE 14001)111505 ON SHEETS 16&17). L--1 Ea m i-‹/4,,ti."7- t=_ SOUII PRN 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 2 w MINEF G®0,/55. FIR NORTH FIR SOUTH DOUGLAS FIR WI MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. 6.40.50 WW/ MIN. 0=0.43 W/ MIN. G=0.36 wnwuM SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS U. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS W & X W& X W & X P & 0 S&V S &V S&V 05$p30116A.L Ram (.5 152 051142005194912 WV()S41t921 8505 R7s3RE 1600(16 815 URA 16187E 949EE MDC({d)A50 593116 CE RCM 511044 ASR 051116788 REGF1 SIG(Ft)LID.TUN 8177519051$04$to)5555056516600000100(44511305605(4 ASS mot u[isfs 09564 FTRC(85 30 40 6O 75 90 as 30 40 60 7$ 90 105 30 a0 60 795.90 105 30 40 GO 75 90 105 30 40 60 75 90 105 30 40 60_75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 80 75 90 105 30 40 60 75 90 105 8.-0*OR i2 14 109 8 8 6�6 6 6' 6 6 12 10 t4 8 8 8 6 6 6 6 6 12 10 10 9 8'8 6 6 6 6 "6 6 6 5 *4 4 4 3 12 12 12 12 12 12 12 12 12 12 12'12 12.12 12 12 12 12 4•_p• 12 10 10 9 8 8 6 6 5 6 6 5 12 10 10 9 8 8 6 6 5 6 6 6 12.10 10.9 8 8 8 6 6 0 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5"S1" 1210 109 8 6 6 6 6 6 65.51210109_.8 ,8 6 6 6 6 6 51210109 8 7 6 6 1 66 6 5 6 5 4 4 4 312121212121212121212121212 '12121212-10.5 ._ 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 5 5 6 6 5 5.5 5 4, 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 12 T6-6.5 7'-0" 12101096.54 6 6 65.54.54121D 109 5 3 6 6 65 43.512101073,5 - 6 6 65 4356 5 44 - - ,1212121212121212'12121210.E12121210.58.57.5 ..,.6 . .._0 -17 6 ..5_- _„._ _. l2 12 _ -_.5--.7,5 6.5 D'-0" 12 10 10 7.5 4,5 3 6 6 6 5 4 3.5 12 t0 10,8 3.5 - 6 6 5 a,5 3.5 3 72-t0 10 4 - - 6 8 5 a.5 3.S 3 .6 5 4 - --�72 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7,5 6.$ 5`-0" 12 10 10 5 3.5 6 5 5.545_,3.5 3 '12 10 9 4, - - 5 6 445 4 3 3 12 10 4 3 - - 6 'i 4,5`4 3 3 6 5 3.5- - - 12 12 12 12.1212 10512.12 12 11.59,5 8.5 12 12 10 8__6,5 5.5' 10'-0' 1210 7.54 - 6 6 .5 4 3 - 1210 -6.3 - -W 6 6' 43.5 3 - 12.10 3 - - - 6 6 43.5 3 - 6 5 - - -- 12 12 12 1211.59,512 1212.10,$6.57.51212 9_7 6 5 11'-0" 12;10.55 - - - 6 6 4.5- - - 12 10 4.5-.- :- 6 5.5 3.5- - - 12. 10 .- - - 6 5.5 4 - - - 6 5 - ,- 12 12 12 12 10 85 12 12 12 9.6 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 ''-1 6 5 3.55- - - 6 5 - - - - 12 12 12 11.5 9.5 8 12 .12.11 8.5 7 6 12 11.5 7.5 6 6 4 13'-0" 12;10 - - - - 6 6 - - ---- 22 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5- - - ,- 12 12 12 1058.5 7.5 12 12 10 8 6.5 5.5 12 :0.5 7 5.5 4.5 4 14-0" 12 10 - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - 5.5 4.5 - - - - 5 3 - - - - 12 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 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-O" 12 - - - - - G - --- - - 12 - - - _-_'_5 - _- - - 11.5- - - - - 5 - - - - 6 - - - _ - 12 12.10,58.5_6.5 4 12 12 8 6.5 5 3 11.58,5 5.5 4.5 3.5 - HV BLADE OR HV BLADE W/ If HV WINDOW BLADE WORKING IN UNISON* i SEE uM 60 1s or use ros PUDE 9 ON SHEET IS • + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR soup WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOTnNG: -SOUTHERN PINE Na:2 Wf.G.0.55(N.D.S) •- 1/A"0 TAPOON ANCHORS.AS MANUFACTURED 8Y I.T.W.BUILOEX 6/MINIMUM 04050NENT A5 INDICATED AT -DOUGLAS FIR W/G89.50(N.D.S.) EACH SECT108 ON SHEETS 16&17. -SPRUCE PINE PR NORTH W/-0=0.43(6,0.0.) EXCEPTION:SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/0.0.36(NOS.) -MIN. 1/2"CDX PLYWOOD(1986 APA) 2.ANCHORS 10 ROSLOW CEIUNO SHALL BE AS PER MOUNTING TYPE U,SHEET 17 ANTI SHALL CONSIST OF LAG sowers AS PER 11D5 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 05 THE ANCHOR'S MANUFACTURER. ,N�1,/riaanioi�., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1"' 111{T'`\Lit A /Jj� �: 69 2017 EASTERN METAL SUPPLY. INC. 1 4 t y 52017 Tun°,INC. At "y1cf1V'S . 4.1;-` BERTHA HVTM � • SA .,,;- CO/� Accordion.Shutter System * / IILIE E C V INC. ■ ■ Itv. BLADE#i w/OR w/o KV.vnwow BUDS '0 d�.,4'r ' , TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION DATE 0115671 BY: L.C. 15.• 3 ; Association, Inc. T OLD 15-085 07/27/17 0A1$ 07/27/17 1 Yp:,t A. R 5355 N.W.36th.St.,Ste,305,LtRQTM4 CAROMS.FLOROA 33146 AZ 5 1° Phone:(305)871-1530.Fac:(305)871-1531 4268 Westroods Drive 2 DRAWING No a'`S '..,,HID t;;:'� t1,A1 ,-m.1 GN�a.eom West Polm Beach, FL 33407 3 F/� 1�lyNA1 ��i �'+NICO WALTERSA.nuns's.P.E. 4 17-107 V7 MI6. i FL0R0A Dc.I}44167 5 SHEET P.E. SE /SISNAIURE/DATE 6 ' 15 of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR co HV & @ HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL FINNISH BE ..I A ED TO 05_0 •s '.S •. DESIGN •• SSU z. RATING .__E S■ T 19 •C -AX SP 1 & S .1/4"01APCON OR . .D ,,_SI N PR_S.UR ►� NG FOR STAL_._TIO W BLASE 'T WO*. G IN U ISDN '••�l• _.) TAPCON WITH ADVANCED ?t_ THREADFORM TECHNOLOGY 1/4"0 TAPCON OR ------:......„7",-,' :/��`'�..� I; 1 "-�"� .� TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY _ OF/ 1 1/2"Min.PENETRATION i '- -..—v THREADED AREA TO s�-,•" r-W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING ( J• P nOtt +I' 1 EXISTING WOOD HEADER. a---•. I" • WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I TO O�.r, t,'�OR lgjl 1 I " (SEE SCHEDULE ON SHEET 15) I_, ,_. 1/4'A-20x3/4"S.S.MACHINE SCFIEDSAE ON SILT _ I' ‘� / / t `SII, ,+ t8 J SCREWS W/1/4"-20 NUTS I II FOR RADE(DAM xi "�L ll���jt�� i °. ?a,tytllY}^' %woo t2 URS I /• t 'iv `i.1'� W 12'O.C. ON S&LT 19 FOR L 5 I, ''.1 I 1• 1 ° `� 1"Min. • d EXISTING I eLADFS(t)& I I F �,�aX1�CitSttlCtllhi r GLASS-.-{ I '�� 1. i N .. t1 • - E I I I 7+ i 1'1111.12.- as ILpiPil $ ' e e 1 ,� ..�i t aR H f Y'ALL '�u'TU V ( :f HI _ IFII +� ij ,.�I I © 0 FINISH] 6:• f,..q. H i I rtyf ! \ia,•V t,,„ �XIPTIONAL ( J j{''���7 J�• I t` )( ( U WALLIIIt i O, '-. Li I LJ-E EXISTING MIN. E' .7 FINIEN I ,,, I \CY1 mL1LI '� s @"0 I zi4'WOOD 1 OR 1 • ,„___,,,P1_,,_1„:— sswc Mw. ry 1 i , " ` i 11EADER REQUIRED z"xa`WOOD ' X11 t' 1/i a TAPCON OR NOLON WITH ADVANCED I H HEADER REQUIRED 1 `t R EXISTING t MIN SEPARATION .I ) I -i t h \\I ` CIt 11 1 THREADFORM TECHNOLOGY W 1 1/2' 1 { t I + Min.PENETRATION 4P THREADED AREA TO GLASS.--..i1 TO GIASS(SEsoeDuLE ON E •1 MAIN_SEPARATION TO GLASS •i I L T:' t 1 i t 1 1 EXISTING WOOD HEADER. 2 11 ADE O EETEXG4ASG-••- (SEE SCHEDULE ON SHEET 11) i : 1 t'\ I tT 4 •' (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR 1 .-, 2'A4'CONE SILL RACES CL&19 9 1 F I I PLATE REO'D. -1' ®HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATION M HV WALL HEADER INSTALLATION T. -- _ I I IT I i l t MAIN.SEPARATION TO GLASS -� EXISTING F t GIN.SEPARATION TO GLASS I I 1+ j (SEE SCHEDULE ON SHEET 11)--- V GLASS-- I: t I' (� EX1SRNG I` (SEE SCHEDULE ON SHEET 11) x Q E MIN.SEPARATION TO GLASS '`✓ GL SS-•'� 1 I EXT —t I , t I1 2'x4'CONE?(SEE SCHEDULE ON SHEET 11) I. '+ :I, m t I- WOOD PLATE P F a RCo'D. I.L 1 ! t ~~~.....�. I. , t 1ACHINEOSCRE'Ss. 1/4"C-20x3/4"S.S. MACHINE SCREWS I! € 'MACHINE SCREWS 5/ -1 1 ;.1,•__T t USING t/4"-20 NUTS I' �"' _ t © 12'O.C.•--�. u ,+'::: x+,: WALL h• '`',. / I •11/4"-20 Nun 12� I \ I �i4:-"•'• y::v FINISH I I 10.C. pu (ll I_._ ------ ,---!i (` `' ,•j IIS < I 'IttIL�1„11 I //- --, � 'I # OR 16 fl ill r(i)0R 18 Ill il • *��/ I ,11�. ! ''1 ! `-" I, i( OR�j 1pp xL �OR 1 rJ' 1' , 2"x4"CONT., t I .s }-I '- T 11 a I / `. 1 ± WOOD PLATE. 1:' I 1 t t 1 I I t J; LEO d �),.CtilS_111 a aa.' e A a� 1"Klin. I.. 1? r.._IF 1 at anaa , LL.. Q^^ • I a I r -� REVD. I TI t I 1'MLn, t�-: t 1/4-0 TAPCON OR TAPCON WITH ADVANCED l .1 „ 1.'111177-4.'; D• '•_Til}aR;7q I' t i 1 I I. THRFADFORM TECHNOLOGY Wj T 1/2` tt _� ( i� +vip L `.� �r } I {1 I ; 2"x4 CONT. Min.PENETRATION OF THREADED AREA TO 1 EXISTING WOOD HEADER. I I I• tis 1/4'4 TAPCON OR TAPCON WITH ADVANCED II, 'A I -'� i ' ,SILL PLATE ��,,,� /4'4 TAPCON OR Ct4IE' t `REQ 0 tij \'I. t I , •1� THREADFORM TECHNOLOGY W/ 1/2" 1� ♦ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I\ (SEE SCHEDULE ON SHEET 15) 1 ! 1-• Min.PENETRATION OF THREADED AREA INTO PLYWOOD / `N THREADFORM,TECHNOLOGY SHUTTER ASSEMBLY. • i ALL F7NISH L.._-ilf,..�..{--L31.:.:, (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2 n4' I 1 2'M1N,CD W/ 1 2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE -J� `l1 ` STUDS b 16"O.C.141X._PLY'1YOOD REO'D, / ` .-1/2'M:N.COX PLYWOOD RE0'D. WALL FINISH--- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY 70 fiEo'D.PLYWOOB TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EXISTING MIN.2"144'STUDS 0 16"O.C.MAX.REDID. ATTACHED.TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C, SECTION 2308 or THE ®HV WALT. SILL INSTALLATION ♦SEE U0DATIONS OF USE OF F.B.C. BLADE 1A ON SHEET 19 FLORIDA BUILDING CODE(Non P�HV WALL SILL INSTALLATION Ta#.100401,,,,,, High Velocity Hurricane Zone) L 01",\IG`�A. !`/,'"- 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. ,�+L+ '.. ._ '•'!�j": BERTHA HVTM .11,_,1c�rrs >. .e A S. A y / 1 L I E C QINC.. A.S.S.A. Accordion Shutter System �,. qtr � tLv. t ��w/OR w/o�.v W1NtX/N maDe 2 'L7; 4141, f� iILLIT TESTING k ENGINEERING COMPANY American Shutter Systems RE,.Na a) i -D DATE SDRAMAID DY; L.C. , *I Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 _ 1. Ob 6155 NO_Seth.SL.Ste.305,YRGV¢A GARDENS,1-13A 33146 4268 Westroad8 Drive 2 Q� A . Q. ,i Panne 1(305)871-1530.Fox:(305)871-1531 DRAWING No �O 't e-mol:tmec000,i.com West Polrn Beach, FL 33407 3 -.mss ..-- -a t0 Es-0006719 17-107 th a WALTER A TWIT Jr.P.E. 4 P.E.-J j7AGURE/DATE FLORIDA Lic.144167 5 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR j HV & (IA HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAADE ()ONLY SHALL BE LIMITED TO 105.+0 psf. A.S.D. DESIGN PRESSURE!;�ATING SEE SHEET 19 FOR MAX [WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Tac i • WORKING IN UNISON I. _j 1/4-0 TAPCON OR £0-----EO ••I 2"MIN. /Tom...-" _ / TAPCON WITH ADVANCED eve"(Min.)EXISTING -F'?'- . , 1 _ EDGE(IF APPLICABLE) i.. - ,j• I T.= WOOD BEMREQUIRED. ! I J / THREADFORM TECHNOLOGY ; J',' - -- -t- i �� J w 1 7 2`M•n.PENETRATION STRUCTURAL ADEQUACY 'f !1 .�__...� I � i J / � 1 4'0-20x3 4'S.S. i• I • ^�� �' Lit: I OF THREADED AREA TO EEISTING WOOD BEAM . f 1 I C ' PHILLIPS TRUSS HEAD To RED ENGINEER BY / .__-» F „--" 5 '1 1" MACHINE SCREWS •�'/ _ .. .. .._ELLE.._ .�` 1 h ' \ I,Min. " ARCHITECT OR*--- ---- .f _.._..... �_.....�._.. •F -___....-,. F-EXISTING D )\ EXISTING WOOD HEADER, „_ EX 57 NC WOO ? ' ":' SEE SCHEDULE ON SHEET t5 -EU EC1 TRUSSES OR I • • (• 7 w/ 1/a-so Nuns M HITE PRIORTO -T- i-•- :• •.”, ' -EO--E. -O 12-O.C. SHUTTER INSTALLATION. :q 1 i 1/2--`.• . ^ ,1/r �% RAFtfR h 24` i QXttltll7t!/1 : '-11 - O.C,REQUIREd I I ,'``i i x 1'l. 1 -... °R@ 1/ab TAPCON OR ,� y-..._ - -----.7-___ f M I Ll \.:I TAPCON WITH ADVANCED /+ - 0-7"—i E%IS77N0 SOFFIT ; 4 i x fif .257" THREADFORM TECHNOLOGY / 0 3f4"uaz.THK. i I 1 'v f-hr� •Max. W/ 1 1/2`Min.PENETRATION -EQI< EO- 1'44'x1/6"CONT.ALUM. TUBE .R I I 1 1 EO EO,' #14t3/4' ' 1 I i OF THREADED AREA TO / / `11 • 7\ JJ n..{1,',\ (( S.M.S. I 1 {6D63-T6 Al )LI,YW/ r `�^,i i • t--OPTIONAL i t f EXISTING WOOD HEADER .,/ 0.6'Q,C. ( M f. r r_kr (3)5/16"0 LAG SCREWS TO - ,e - .C��{ (SEE SCHEDULE ON SHEET 15) J,- 1 1 or 13 or 15 icy 7! EACH RAFTER QR TRUSS. !:: u I or 13 or 15 I LOCATEMISWID LAG O SCREtYS AT � 4 i !'ii MIDWIDTH OF EXISTING WOOD _E%1571NGMUJ 2'za" E {}�L�•�;jj(i 0 ! I Q i MEM@Eft,(2'Afro.NOMINAL EX15F1NG--: HEADER REO'D -'t [J � �� 0 OPEN HOLE AT EACH WIDTH}_W/2'Min. GLASS I) TAN.SEPARAIION TO GLASS •'-I EXISTING ( SPUD TO ACCEPT1M ' _ PENETRATION OF THREADED ( --(SEE SCHEDULE ON SHEET 11)- E GLASS--1 5/16"o LAG SCREW Il t 1 AREA VALID FOR j AT CENTER OF TUBE. INSTALLATIONS WITH 72psr t-_ .' �.. I. I I } I MAI, AS D.DESIGN LOAD ANC LAN.SEPARATION m 9'-D MAX SPAN,'DNS HV WALL HEADER INSTALLATION COSTING I TO CLASS(SEC 1 ry LAN SENIII.OGN GLASS— 1D DASs(SEC I �' INSTALLATION Mn ONLY YAUD ""I 1�+ADD MAX I � (('�"�� `S Eat mai FOR WOOD Wf MIN.SPEC1FtG 1 q1 siert 1s FCR L,1 OR \l.'3' i it FCA 6tAEE lDAvr-i GRAVITY OF 0.50 AS DOUGLAS W SHEET To MR 01=1 OtADESCOR gi ,�-,- I aADEs rtjar9 1 GR ♦ FIR OR SOUTHERN PINE No.1. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY I U T)„_ III ® OR slum_z-MOUTAING SECTIONS CAN BE cw.sINED (T)HV CEILING INSTALLATION (U SHV CEILING INSTALLATION. IN ANY WAY TO SUR ANY N5TALLATIDN. - ' 10 GLASS I 1----t— ®OR�t �_TT...i SCHEME RI sim LAIN. MIN.SEPARATION TO GLASS EXISTING. 1t FOR HA�NAw It] x SEPARATION . (SEE SCHEDULE ON SHEET II) 1 GLASS ON SHEET 72 FOR ( I .-f TO GLASS --t ..-._-- 7 y, I (SCE SCHEDULE Ill EXISTING ) ----� `x: a ¢R� I ON SHEET 11) QLAss-__ I I I I I - •ALTERNA ` ti II i' I LOCATION I I;� ' •1 1 EXISTING I }} • flMS� i I t 3 u7L I ))1043/4'HEX GLASS---) ,.- i I I -2"x6"MIN,WDCD 7-11-1:4-9-'---------/ -�I �- `� T �I 1/4'r ©+ '� 3/13'11" " )P ._..,_WASHER HEAD TEK \ DECK REQUIRED I-�'.- i■I,f Mot. 1 _ SCREWS B /2`o.< f (NO FINISH t1 ; .,i COR DECK xREQU RED ONO-•-'�' :u _ � -- ALLOWED) • 1 (E « FINISH ALLOWED)F......-..........,==.----.....--;;----- ,-EDGE ' � ...- GE OF � `w' •-.EQ. L EDGE OF DECK -•-- -_"'- •- _�...._.-„_ DECK IF �;, µ_ --------- - - _ FFA APPLICABLE I _ "^-"- - yam,.-,,.. ,, �.:, t.{ F APPLICABLE J-_-- ER:..- 1 ... t.- .. T APPl1CABLE r ,(�\\ 1 J 20x3/ S.S. w_._...- ----Z--/..-. _' _ .. ... 1 ,1,.\ IT, .'1•11V" •l lt'" ( 1 a'0 TAPCON OD PHILLIPS TRU^u5 HEAD %,''--'2-HNA, - v4-0 IAPCON OR TAPCON 550TH ADVANCED -�~ J 'y, '' I(1 M 7APCON WiTN ADVANCED lAin. �MACHINESCREWS •--y -'-.��-' ~.~�- T. I 2'x4`CONE \1". THREADFORM TECHNOLOGY 11 1/4"-20 NUTS _, THREADFORM TECHNOLOGY W/ 1 1/2"Min. tT -2"MIN.-•-•-- % t} `SILL PLATE t' / 1/4-o TAPCON OR TAPCON WITH ADVANCED THREADFORM-/ 2. MIN.- PENETf2ATIgN.OF THREADED 1 t REQ D. 1 1 I W/ I 1/D Min.PENETRATION 12'O.C.EA TO TECHNOLOGY W/ 1 1/2"Min,PENETRATION OF THREADED \1 •{ i`Vi I• i EXISTING WWOOD ED ARHEADER. AREA ON EXISTING 15) HEADER.(SEE AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEER 15) ®HV WALK—OVER INSTALLATION ♦SEE UM . OF USE FOR �}V HV WALL SILL INSTALLATION yip* js t HV FLOOR INSTALLATION v := k Y2., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) l.00.. 1' .......... 14/.".„ 42017 TILTL'C0.INC. @2017 EASTERN METAL SUPPLY. INC. ' .. Atiie;>.•J�y: BERTHA HVTM A S Accordion Shutter System I• . / f ` �r o N C. ` ■S■ .A■ H.V. HARE#1 W/DR W/O H.V. VAMOW HAVE `a; 71! American Shutter Systems REy,Na DESCRIP11011 DATE I DRAWN Bo LC ' yy/f/r`l I TRIM TESTING & ENGINEERING COMPANY rF UM • Association, Inc. 1 OLD 15-D&5 07/27/17 DATE: 07/27/17 4041`,.:-.../7,-,,,„, %Q F OM NW.3mh.sl,sea.305.v.R1AtaA GARDENS.FEAt�DA 3316a �(. 5� Shona I(305)671-1530.Fox 1(305)871-1531 4268 Westroods Drive 2 li+,,• 4 + DRAWING No _ S', '••......• ,a1 a-m n:EnlawOaa:con West Palm Beach, FL 33407 s s---- I AL Evi .0Ft WALTER -00067iJr.P.S. 4 - 17-167 - FLOROA Uo.d 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE ' 6 17 OF 20 END INSTALLATIONS C) HV BLADE OR 117# WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS - 2•,R•YIN.WOOD STUDS REO',. x•24.•YO.YY)OO 2•x7 224. 1?,t, \ `v;'� `..- .•. 5!40$REo . WOW STUDS 1/.•�TNCN1 x•0..•.71. (A9 APPUCA1ttr) i1F \ t4-- ANR PENETRATOR o s•oc. g (As SUDS. ) (, \ t( w!s ux uw 1[ i t • 1M \\ / PSI AT arta '�o}f t ,,•j\1 / F1'"+"1 _ 112'P[r+LLTRAnwr 4 ��i,` 1 \ t lvnsrt } Ta 1/2•C0.! ..-�'( COSTING CUSS Z"! RYWOaO c NO971109 cosi. 1,.,..\ 1. ` ' y i k- r! 1,o. a\ L:_C.. 1 4/. tot,COX tt t 104 20222 t3+ •L c0 Lair sTvw InmDOCF-,O 0.7M(sue _ Le s nva xcvaa .+..� m 0.4524(4 4. "t.ro A.;:',31.w c...1....t`: _+/2•P9r of ahn`.' ave"0V. ...' 1.2'�� +aIECOX C..CCI ._ `� m OA-4(24 %re 21.CO. "� m GLASS(`O:E S EE ON N T T. - 1/19•,3' i tt LIR WM.Ouv e711..."4 -4,";." ..17W77.7%-.Z714 9000.11 a+WET Pirnnan, r0.""5�..:.rra�c-:•'. .n':rb.7. :attar a+sat 9TOL ELAk (6063-16)CONT. 1 Jt 4/2•YIN.2tx 07 Dar 19 TM 111 RR OWE ODA.a +/2 Ir^ It RR BADE(WAD 1 FLUTE CLOSER /"� R1'hOOo., B/i[50).8 w.AL_/ ! I au DEET 19 RUR T ON scET 19 FOL I ; i 2'Ynt. APLATE T ERR(L SITE 1ki2T{,•(.li ( 2252 ( i EC'OFSQ'&tom}/ I I O.hES(T0`!v1} I Oral 1 I� _.1 j rel // Ver i•di 2•.WL ita,t(2•S.Y.a. 4 _^_ ' ____1' .4'u'rar��rM e'+n-s• y.i{ LTA S&LS. � '1 IIL1 1 016 a.C. oro c. (My:re,�abA AT YonauN +/ ri. a ,) A,I` 7 ( i4nayx'S.Y,S roC.]e e i �,`q�'y IOi (t • IWALL 4I/A~V' Paa nnre AT Ttk (' 77 i Ai 5 I l °EE U6EUl o F.- ' 07101 0601.9)aCb 0R Cr11+''TE CONNECTION �L H' / SEE DUAL X FOR TO TPAC✓z, ^ 550 Taw"+LRrzcrriO�N (4 ^13'^0'0^O-;p•0- C9.FeT®.�^'i4•�- , 006C42MECRO: MalilQ�^t3>©O %'�t9� m 120x9 f .. (g�Q�-1�dT' Q - TO TRACKS 9#-0.0.0-N a'•L3., {+.0• - •to-s.o. �6;g"1 v8"T 8- ©.O•8•0.0-8. L•8"Ct'•8' '0' C)•O•Sr...& •0, t7•C•8 O 8,* 8.8^23.4'®-8,- O,O• -CJ•O•v+' £4-I@>E8•f-'J•()' 7q);s.,x,.8.18.D,» 0.8... •1..8,8 • 8.8..8.1 -0•S�- •8.�.Cr•;8 3 O t�» "y�.na•t END CONNECTION DETAIL 0.8.8•8•,8.8 END CONNECTION DETAIL(1 END CONNECTION DETAIL END CONNECTION DETAIL 8 EJ69RYu I•PEWN{1)0077 FOR$PNb cRrATER TNAv tz-D•I /24-59 2•x.'422 '.•1 1/470 UFO*15GIKRS 1/.'e LV'ON A CPRRNT (1!1111/2•s.WS. - -• - _) f SCUDS Rra4 (w!1 t!2•W1, w/1 t/?Tan`Ota O.C. I Ex's=cw.,-�\ 1(P[NraRnTar+o a•o.0.. PENpTpAnor+0 242^0.c \ ATON m cost • SEE MUTATIONS OF 455E FOR .aa,7'x . 1 t�2•Y'e" titCFI•u PM DIME� � SLADE.1A ON SHEET 19 TO DIAZ(SLE I 01 sal 19 WR , SaE0U1.CN SLEET' se,o1� - : wasr`b y ji` . rCPT t FOR r 19FOR145x070.7 RIPlie • J P11_. •,-� R` 6 T OCR OR0 OR 4, 0a0,A012030 �OR E�I�I • -• fAM • it f�x (DOR `B� �`v =f ... .'4n7'="'X # 7aN.�an 109 .. 1gum Q OO 1OR(j 24 ti-0.®-C)-0•43.0- -WNt nxrsN Far ua<.2000. wuL_/ • d-0"©•0'0^3.0;' LAP ti;'..@*14-Et•O' Sum 7x0..0. rwsN 2..p,"8"O,.u,as. PLAN 4)'•8-E•44^45.O.. 8-8.0.8..0.0- O•Cg^£1.14'45.8 O-CO^8.8^8•8 DETAIL X END CONNECTION DETAIL, 0 END CONNECTION DETAIL 12 ,tit/``"/"i""r�J. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone? 1 1ste i.kL? A.. +11 172017 TLLTECO.INC, ©2017 EASTERN METAL SUPPLY. INC. +''`��'"'61C•ENS :T =. BERTHA HVTM / I I L I E C O IIN c. \ A■ ■S■A■ HAccordion Shatter System �•I ' N.V. BUTE#1 w/OR w/o H.V. WINDOW MADE*• TICCT TESTING & ENGINEERING COMPANY American Shutter Systems REV..Na DESCRIPTION 0210 CRA2M OY: LC. _ Ir.t f3.. d Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 8355 kW.36th St-Stn.30,NRCWW DARDE215.ROaOA 3346E Y •••t, PTona:(305)071-1530,fox:(305)871-1537 4268 Westroods*Drive 2 DRAWING Na _, 6,•.,•.'0..• ,. ,`,.�. a-nsoL C9 �OIog.0007 West Polm Beach, FL 33407 --- 17�� 7 f0NAL E��••• WALTER h E8-0TILUT0067 P.C. P.E. S'EAT../SIGNATURE/DATE FLORIDA LK.A 0.0.147 s • _�SHEET `6 18 OF 20 77•11-li,•CV.0 • ,i:: I:1•. :1• •,•11•, • •: : ill.: Q HV BL6OF ACCORDION SH WORKING IN ©I' / (M> Y C> UNISON W1TN HV WINDOW B(6DE �Q) _1' x`11 �`ff 1.WV(.AS.D.DESIGN PRESSURE RATING:+110, - 1,0 p.4.1. _\ 7 _ - I` _ 2.MAX.SHUTTER SPAN:96- 1 1 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS i MM,,OUNTINGS M.0,T,U&WON SHLLIS 01566&17. ONLY CENTERMATES %1_60TH WI OR O w� y r... {pRi 5 (27) F, 5ED ISA m�U NLY AT PEXTEN R OAR ACCESS CSIDE ALLOWED OF OPPOSING 5 4 a + G% ACI (`NTE �qr5-n____--- n�. --. * A CEIRERW E IYP6 EA.ENO ��i +i ` ', -� 3.( liVWINDOWBADEStWlONOWAMAJaMUMOF5OPENDICS 1±1M M M 4 / (B)MIN.'CLEARANCE mu TOP OR BOTTOM EDGE CF HV WINDOW BLADE Q MAX 3 RHODINS \ \ \ A\ A ♦ �1��111 OF ANY 3'0 MOLE FOR Qi SHALL BE 12'. ALLOWED AT E Mair CNI (m (, 1 (, ' WINDOW BLADE 1© 11//AA 11A (C)FIRST OR LST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE IN ‘1. 7 7 7 6i 0 0 0 * WINDOW BLADE 1 (0)IN WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O / / / .f'L THROUGHOUT SHUTTER'S WIDTH. \ i 1�i \Ti ( ) A �L ' ` /� (� :� (E)C MATES SHALL ALWAYS.BE RIVALLED N)JACENT TO A SOLID NV d !*■) `0 10 ltLL, BLADE T AT EITHER SIDE OF THEM. -�a (F)POLYCARBONATE HV WINDOW SMALL BE INSTALLED SO TABS FACE SEE END / ,/J� /j'� //f�� .(�s� ', (�a� [?t' THE INIEROR OF THE OPENING BFjNG PROTECTED-NV WNDOW lty MUST EE CONNECTION _ \�i ��i IG/ 0 I't ('T l;[ it 0) L,.L (e] 1, ). LA . 0 . {I 1, ONLY INSTALLED AND LOCKED USING A VN SETTING TOOL PROVIDED BY A55A DETALS ON SHEETS ` `7 ` "�' '�J �,Q 8 LY..GG 11� S.! Sill ���...GGG 111000 INC. 10& 18 TYP. L`— dna FULL HEIGHT.—' 1 34.0 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ZZZpBUILDINGS ON SHEET 15,AS MUTED BY SPAN AND DESIGN LOAD(SEE NOTES a 4 I;. , &2 ABOVE). E .., . 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATgNS;NM POURED L "I I!.... _ COKNRETE OR CONCRETE BLOCK WALL ON SHEETS i2&13 AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &SHEETS E1 - 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTEl E-1951: (SEE PLAN FOR REQUIREMENTS) ` L'' �� ^' • H &i. TIP TOP&BOTTOM W a De DAG-(9 I WIND ZONE MINIMUM SEPARATION TO GLASS ------ Y --UNLIMITED WIDTH-- 1 THRU 3 1- ELEVATIONMIL SEPARATION TO C1ASS 15EE SCHEDULEDOMING 04ITA® ,SHEET 11 AOC(5 4 9.25- _ ----. AAO ON T/as SIFT TDR memo&®A ��� 'ES fy\\ \ ALTERNATEPPO§Jf1G CENTERMATES 2(11 W/ TSCEXTERIOR ONLY) TyP / LJ I ' �y , t;, AND W/ OR 0 (SEE NOTE 4 ABOVE) /� � `� / \ (20) TYP, SYMM�����II111RICAL CENTERMATES IL 2@, /• `� /�'^-•-� / Iom5TY.ij , -I W/0 5EE'NND / __ ��y 7' W/o S TSF NOTE 4 ABOVE) PLAN \`l�J E5 144•..?5 ,/ TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* --- c ,A.ribri" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; • X11'`(,.►... ....'',•- CO 2017 EASTERN METAL SUPPLY. INC. ,�YA3P\'�6EPl .�✓�' 092017 nLTEco.INC. BERTHA HVTM "�= S•S A Accordion Shutter System *i _ / IILIEC 0 INC.LN C. ■ ■ ■ ■ RV. BLADE#1 W/CR W/O RV 1MNDOW EUDE ▪•QA_ ;'Q TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems _ y REV.Na OLSCRIPTION SATE DRAWN B1': LC. '• �Q^L`''•l n,,Dt`:`14 ,. 635.9 N.N.SON SL.Ste.SCO.515046.0 CM %41150.33166 Association, Inc. , OLD ,3-0BS 07/27/17 SATE 07/27/17 ''< A Phone:(305)071-1530.Fax 1055)871-1531 4266 Westroads Drive 2 DRAWING No --' '//NAL t" ,',1 a-mall tnw.1De60191Aom West Palm Beach, FL 33407 s 17-1 i_t 07 WALTER A TROT Jr.P.E. - P.E. SEAL/SIGNATURE/DATE FLORIDA Lv.!44167 5 SH 19 OF 20 Min.ASTM A-653 GRADTN/CK0 O µ0..--z.YARIES r INSTALLATIONS INTO METAL SND WALLSC CENTERMATES 21 o GQ3- M�2.000-max .:- A.. 0-60 GALV.STEER. go,..-1 RELY'M,'METAL STUDS AT 16 O.C. Er rig -- (_ 41) 0 6 69 :"ht 11,71716&ilur,nrr,■ 0 6 o.C. 4D 3c i/4"w NOMINAL�Dj -1/2" .475' Ems► W J �-� -- --QB GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE �_F'I 12 i+' FOR BERTHA Cl.)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY Lt 3/4"x 5 I/4'x 0035"THICK Min. - ` 1H I'� I H!1 F g SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL. 0 6"O.C. Di 6'Q.C.^. MO '� 3.000" ASTM A-65.7 GRADE 40 Mia G-6o SEPARATION TO GLASS SCHEDULE - •— — GALVARIZED FASTENED TO STUDS IP- '1 1 MOx. 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (est) - I W/(2)dBxt/2"TEK SCREWS CN EXISTING FINISH �.�' �y z vraunna/unuunnnrnu■ 1NTERIOR Jr EXTERIOR TACE AS APPLICABLE 0 H 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION ax LENGTH 4 1x MIN. SEPARATION I- W 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1986 TO GLASS EXISTING aL SS—I TO:GLASS 3�r _ 4.31 /4" '."ZO�(.A" BOLT RF- sEE SCHEDULE), 0 H 4, ONLY ENTERMATE 2S W/ 24 HV LOCK ARE ALLOWED 1 1HRU 3 1" ' (TYP_) `v MUST PENETRATE 3c 1' il WITH 21 ARRANGED A S METRICAL LAYOUT. I USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 13/4'.6 1/4',0.035 TWO<Wn. EXISTING FINISH :� 0 -r INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373`-1 (*CONT.CATV.STEEL TRACK CHANNEL, AS APPLICABLE �:i ! CENTERMATE. 0 1 .250-•- Ir Oxo' c ASTM 0-053 GRADE 40 Min.0-60 I GALVANIZED FASTENED TO STUDS -T• aA! ... , m W/(2)#641/2'TEK SCREWS. ON rt T w 7 `CNTERIOR 0 ExIERIOR FACE c 6•OC r1 6`0.0. ��1 _~ -- n N 1/4"0-20 THREADS `" ■� I ** BLADE SLACK DETAIL HVA IS ALSO VAUD FOR i� I/4"ra ELCO CONSTRUCTION ' W W CENTERMATE 21' APPLICATION WITH BLADE® PRODUCTS FAR-LOK HD a,f;'D N/Nrrurnnrn!/i/a1/2. 72 C la' /Ml,. A-653-TH -0D liE..�,:•`2 U'0x � .�. COMPONENTS Min.G-60 GALV.STEEL 1" .: :'•..'..I MS WALL HEADER/SILL INSTALLATION _EXISTING fTNRSH AS APPLICABLE SCALE: 3/e-= T- METAL SEMIS AT 16"O.C. Min. :...'!i (TYP.TOP Ec BOTTOM) +.4 s__ _ _ �..__ ._ _ - ?} T 3/4",i 6 14"x 0.635`MICR Alin. z" f Z ii'jj T1. r} /AMA GALV.STEELTRACK CHANNEL. id.i0 at'p Ikb EXISTING GLASS ei;p bke kb ._ ASTM A-653 GRADE 40 66n.0-60 .` ,,,y_. { , - •. i \„, GALVANIZED FASTENED TO STUDS 1I � '.* ‘i's'SMMETRYCAL SYMMETRYCAL 3; w/(2).#fixr/z"TER scREws oN 43a�� -i,• MINTO GLASSION V o ;I CENTERMATES Wj ''CENTERMATES W/ INTERIOR EXTERIOR FACE 1 ,,. , •.:..,c.:.'.`.., i % (SEE SCHEDULE) Kt.,. EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE ti- I.' _I I- 1 1 - ____"_-_ - 6 {TYP)---- I IN 0(6" IN `�: I �,�` iiiiii , i � - 1 r �� iix"�w'+1^ - -- -----------��''•4�*•• _-- �"'yS`__J ` - 11%07LOCATED IiV ILL -�.--.� .1 --- -- -- - - -- - - ER/S ,ENO I� NERD __-^_is) - -- -_ .--"_^_---- -^----^-- __ -_ .,._ �_ VIEW Y I_ Aj` (6"Min.) `"S� L 24 SIDECONNECTIONTO TRACK 3 1/4-(TmJ 6 1/2"(TyaJ--- _ -7" 1-,..:._ r 6 1/z'MAX.SLACK *4— -I (Coot.) HVA HVR BLADE SLACK DETAIL HVF HVC. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone. ,r(j1�rx x,,�� 02017 IILTECO,INC. x'+2017 EASTERN METAL SUPPLY. INC. ,1''�„ �r......,. vt• AA BERTHA HVTM / III.TEC O ANG. \ Q■S■ ■!l ■ Accordion Shutter System H.v.BLADE#1 W/D2 W/O H.v. WrNDON RACE *% , //�*7 7k ; 'TiLLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,Ne DESCRIPTION DATE DRAWN OY: L.C. - S A�D 6355 N.W:36th.St"Ste 605,MRL.0 A GARDENS:4013160 33160 Association, Inc. t OLD is-Das D7/z7/17 0010 07/27/17 7 F ?ST 4268 Westroods Drive 2 -a� W � Phone:(305)871-1530.Fox;(30.5)877-1531 DRAWING NO P'•, t41 1�' a-m a:t 4O5o°a..om West Palm Beach, FL 33407 3_ tt�ff �it`•'•..�Qt�}t}Q;'�'ti N1 °EB-ODOblt9 4 17-107 {' .. F.� ,, WALTER A.Tarr Jr.P.E. _ �q� �y f1CR 04 Lic..I)44167 SHEET P.E. SERCRATt7iE f DATE s 20.OF. 20