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HomeMy WebLinkAboutProduct Approval Iorida Building Code Online https://www.tiondabuilding.org/pr/pr_app_dti.aspxYparam=w(jLVA... Business & ProfessiqnW Requiatiot BCS Home log In User Hegtst2tbn Hot Toplm &&.it Sud-W Stats h Fads RM..W- MC Stan BCS SR-Map UlkS Seardr d b Product Approval r Rp�TJl159t:P bic Usa PRvdud ADoroval Meng>Product or atbn 5& >Aoofcabon List>A{ppiratat Dew .. FL# FL389-R9 s- Application Type Revision Code Version 2017 Application Status Approved Comments Archived -- RECEIVED Product Manufacturer y American Shutter Systems Association,Inc. 1 Address/Phone/Email MAR U 2018 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 ST. Lucie County, Permitting bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Walter A..Tillit,Jr.P.E. Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 ;KF Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL3$9_R9_.COI_.AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF a Ft?-9 ao COI AMFRTCAN S!(j—FR-,VSTEMS DRAWING 17-108 CERTIFICATE OF 1N DEPENDENCE.PDF i ■ 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 I of 2 1/4/2018, 5:19 PM ;lona Building Code Online nups://www.uunuaDuiiuuig.Ul'g/pi/Pi_ttpp_ULI.dbiJA.'Pdl Ai11—wv1.:v 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 FL# Madel,Number or Name Desoflptiow 389.1 Bertha HV Accordion Shutter-Blade 3-(Non- Extruded aluminum interlocid119 blades ret 11 by tradLS(top and bottom)for HVHZ)-Drwg 17-108 storm protection Limits of Use IrlstoNatim Instructions Approved for use in HVHZ:No FL3V R9 IT AMERICAN SHUTTER SYSTtM5 Uii t1NjA1_�37=208 BERTHA HV Approved for use outside HVHZ Yes ACCORDION SHUTTER STEM PDF Impact Resistant:Yes Verified By:American Test tab of South Florida Inr- Design Pressure:N/A Created try Independent Third Party:Yes Other:Large Missile Level'D*.Max span is 12'-3'for 40 psf positive ASD load Evaluation Reports and 13'-0"for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2' FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-108 PRODUCT for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf, EVALUATION REPORT.PDF 9'-11'for 55 psf HV3 blade w/window Wade working in unison.Max.span for HV3 Created by Independent Third Party:Yes blade w/o window blade for installations into Metal Stud walls is 79'for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Aeoordion Shutter-Blade 1 Ordy- Bdruded ahmrirann lhterloddng blades retained M trade(top and bottom)for (Non-HVHZ)-Drwg 17-107 storm protection Limits of Use Installation Instrli41111010 Approved for use In HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 Approved for use outside HVHZ.•Yes 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'D%Max.Span is 16'-0"for 30 p.s.f negative ASD Evaluation Reports load depending on centermates and locking rod configuration for the HVi Wade, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 8'-0"for+64,-72 p.s.f.A.S.D.load for HV Wade for Keystone mountings 7'-0' PRODUCT OF EVALUATION REPORT.PDF p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in Created by Independent Third Party:Yes unison.See sheets 7,11 and 20 respectively of installation dravrings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO-(Non- Extruded aluminum Interlocking blades retained by tracks(top and bottom)for HVHZ)-Drwg 17-106 storm protection Limits of use Installatlon Instructions Approved for use In HVHZ:No F13 9 R9 R AMERICAN HITTER SYSTEMS ASSOL..INC. DRAWIry�l Approved for use outside HVHZ:Yes BERTHA HV ACCORDION SHUTTER SYSTPDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.16'-0'span at 30 p.s f ASD load for Blade 1 and EvaNratlon Reports 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party:Yes Contact lu::2601 Birt SZonegpad,-I nmm-F-323"PhQne-b544�1@24 The State of Florida n an Mn✓M employer.S&P1migillit 2007-2013 state of flodiLL::4fnn�SY Stabenhetl Accessibility rpt::9C�$1tRJ�4E Under Florida law,emal addresses am pubic remnis.t you do not want your etinae adrtess mm&wdinmpne to a p bk-r®rds request,do rot send ekchorc mar to this eddy.instead,contact the office by phone or by badtional mal.II you have any questions,Please contact BSo 487.1395.'Purms it to Seton 455.275(1),Florida Statutes,effective October1,2012,ice sees ioesed under Cha"455,F.S.must provide the Department with an emal address r they have one.The emals provided may be used for official cummuicaton with the licensee.However emar addresses are pubic record.If you do not wish to supply a personal address,please provide the Department with an emal address which can be node available to the pubic.To determine it you are alicensee under chapter 455,F5,please rio.. Rnick hen!Approval Acotow �W io F�" Credit Card Safe 2 of 2 1/4/2018,5:19 PN GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6N EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERWNED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR KA-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 h 20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LAMS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA t; HV f3LADES n& BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IT THRU 15, 19 h 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MM 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 M.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY .58-44 SHEET 4 TYPICAL WINDOW BLADE k WINDOW DETAIL -HV BLADE 0 }0214.01-03, 10715.01-03,11004.01-05,}1214.01-05,{0317,02-06.00809.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE Cts AND HV WINDOW BLADE PAA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3).d}1220.01-10 AS PER TAS 201,203 t 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE m}0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND y 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 NSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE Qi AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x275"AND/140.75•RESPECTIVELY, 410_NT MINIMUM SERIES CENTERMATE DETAILS HN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURLII BY APPROVED CENTERMATE ALTERNATING F1tfAIL5 HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-175 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE @ BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 kxi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 - 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ID NX @ WORKING IN UNISON: 12. 13 A 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE CQVFRED, IN WHOLE OR IN PART BY U.S.PATENT /5'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 d X. WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLASE 1�A ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ES ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO CEKTERMATES AND ENGAGE OR I=ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(1/ONLY 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 WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12,BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)TINS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (N)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. RE SITE SPECIFIC PROJECTS SHALE BE PREPARED BY A FLORIDA REGISTERED ENGINEER D EGATEDCT WHICH WILL BECOME THE ENGINEER OF RECORD O THIS FOR THE PROJECT AND WHO WILL S RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACING AS n DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPEOFlc DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone +LLL ,,....., JT•�'1 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. A.S.S.A. BERTHATM Accordion Shutter System H.v IilLE CO W/OR wp Iib. DRUM I . AX L.C. ' j American Shutter Systems .N OESCRIRIdI ATE IXNAWN B,, Lc t TICCIT TESTING t ENGINEERING COMPANY ,tA ess5 x.W.xlA.sE,a.gas.wAaKw cA60EHs.DoRs1A]3.s Association. Inc. T OLD 15-085 7/27 1 DATE: 07 27/17 -CufllurlPowis:(305)en-1530 F-:(305)671--1531 4268 Westroads Drive 2 ORAWINC No ,_•'��• 1�T+d a-m EB-0006719 16Om�.�wn West Palm Beach, FL 33407 s 1 7�'07 SS/DNA`( °�' WALTER A T.f Jr P.E. 6 SHEET OF 0 P.E. $'tkt 5f&4AYURE/DATE FLORIDA c. 44167 s Cr.ran waow wno[.� vARIEs 1 91 1� til - 05 73 HV gg:/-U 0' STARTER covER�UNDER u3,PTENT s45s17s �HV UNIVERSAL FLOATER • QUALIFIED -OR USE W/ UALIFIED FOR USE W/ HV BLADE I) 104 HV bIRECT M HV BLADE V7 HV WINQOW BLAQE" 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UEHV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF MADE ON SHEET 19 BLADE(tl1 ® 1� 6063-T6 ALLOY A TEMPER .t24• Z-• 6065-76 ALLOY AND TEMPER y 065" (1YP.) i 2670' r, 3.556' nl .994• -7 1.000' 1 .670' 26' g -11 072 � 642 1.0 L.07 T. ----_-- Hl/ ADJ. ADAPTER W/LIP 2• 2 FIED FOR USE W/ HV - .920 �l �)bV WALK—OVER TRACK JHV ADJ. FLOOR TRACK E CLQ QUALIFIED FOR U E W/ HV (9;1 HV TRENCH TRACK . 6063-T6 ALLOY TEMPER BLADE 1 " QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY A 0 TEMPER BLADE O ONLY. (� HV RAINGUARD BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER VARIES 22 BLADE VARIESt9]6 —+ 6061-TO ALLOY 116 TEMPER - q 1.917' E 063• BS' .063' I p .100 II M .t7Q' ^i 60' 670 1 • 6701 I 16- a e7o 1 o L1 FIV HEADER/SILL (��11//� HV CEILING HEADER � 13 HD,CEILING HEADER/SILL 3�'• 436ZFIED FOR USE W HV BLADE r1(ONLY, IFIED FOR USE W/ HV BLADE 1 IONL 1141 HD WALL HEADER/SILL / 6063-76 ALLOY AND TEMPE `' QUALIFIED FOR USE W/ HV BLADE n �, SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. OU/WFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE�1-J ONLY. 6063-T6 ALLOY AND TEMPER YI COMPONENT A 8 71 72 X Y t i Y MH t �j 2' 2' t25' pp t 2' 5'M".11/a' 1/e' I ,f, J' 2' 5'MAX. 0.19r 0.192 X 1 SIDE ANGLES COR R POSTS QUALIFIED FOR USE W/ FIV ALUMINUM ANGLES 1� ZS" T MAx.O.1 W' 0.190' UAIJFIE FOR USE W/ HV BLADE QUALIFIED F0 USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 6083--BTEAl11Y ONLYAND TEMPER Ig I 2' V MAX.I 0.139' 0.111' 6063-T6 ALLOY AND TEMPER 01fir"P FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0-O r yS. 07017 TLTEOD,NC. m 2017 EASTERN METAL SUPPLY, INC. BERTHA NVT. l sF 5 W9 A S $ Accordion Shutter System ■ = t IL EC� ING. ■ ■ ■ H.V.VBLADE/1 W/OR W/b HV.W1tO01V F1IOE C American Shutter Systema MCFAr"ON DATE aRAwN er L4 y �� �/� TILLIT TESTING k ENGINEERING COMPANY I i eve nw.SMh.sz,5r 305,tmcua+aOMM ftR 3316 Ae90CIOtIOT1� Inc. t OLD 15-085 7/27/1 OATC 07/27/17 Phoa.:(3o5)e7t-1sJo.Fa•: (3Os)en-+531 4268 Westroods Drive 2 DRAWING No R�•., DAI()a ,11 .-Mai:9(. 40aa."M West Palm Beach, FL 33407 s + 7 S .f 11 18-0006719 4 1 O/ N � t1 WALTER A TAUT!r.P.E. /Q It FLORIDA Lx/44167 5 SHEET P.E� A E/DATE e2 OF 20 4.680' 4 i/4""-20Y1/' 1 1-20 pE G5F / •{ .745• •I i T 0. 4' MNSS. i ? iHRExOFP reucEO PN L 1 C-200l L I 1 oI (21i01F110E0 nw9Nc[wwFi I oa BwEo PNMm i•9J 3T ai ml t '� �CRE4 NRN f' 4g .052" ILIII' ZT 1.3 o I .318 -6RAs5 rnmoEn -BRAss cruNOETt •A4j I n 1 e KEYS(CHROME (CN60PE PLAlEO) Cl HV CENTERMATE a, `' PLATED) FlED FOR USE W/ HV BLADE(i1dE ONLY14V FLOATING a 3 t 75' Q®IFIEV�D F�04R��SE W/ HVQUTALIFleDRoRSsE�K v 63-T6 ALLOY AND TEMPE IED FOR USE W/ HV BLADE 1 & ONLY ' /, 6063-T6 ALLOY AND TEMPER BLADE CIk ONLY. BLADE iO k ONLY. IFlEO FOR USE W/ HV MADE r ONLY — —250"O.D. 51e' 2.674' 6063-76 ALL, AND TEMPER C READ r �le, F� 1 17�¢ 922MOLDED TO—, 4.04S" 1.7 1 el 06ti'I o I _ 5 �� L-360'ATTER RIVETING BEFORE RIVETING ri, n 011. I 1/4"0--20 x 3/4" 1I yt I S.S. THUMBSCREW 1/4"0-20 RIVNUT* b C *SERIES ll 1 ALUUNUM(2024-13 ALLOY)LARGE FLANGE THM `__ 2]EO•,__ aT50_� a a, I �ti CHERRSHEET NUTSERT.PART Y 0620.AS kk%WACR41ED 6Y AVOEL PLAN FRONT ELEVATION ' HV M " " ATC 1 1.366 Y TEIffDRN.PAR4PPENY.NEW JERSEY 07054 OR EQUAL t�7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV T_ E" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFI D FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BADE GI ONLY OUALIFlED FOR USE W/ HV BLADE!1'ONLY W/({y BLADE Cl ONLY. BLADE(J ONLY. 6063-T6 ALLOY AND TEMPER 6083-76 ALLOY AND TEMPER 1.917 .917'_ 5 3.161 0 B j "THUMBTURN mL �3" 0.063 ♦' �-�I 1 � CYI.1NOEk OR .214' m 062• i KED'CYLINDER e` .214' m -•�, v .545' 0.e75^Axl. 1 .125•Mn. 31i o 32' oLOCKM ROD < m ODD o IED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE rj & A) HD , 6063-T6 ALLOY AND TEMPER � *Rv VARIES, 12'Mw. QUALIFIED FOR USE W/ HV BLADE i,h Qn1/ti a-26 Ss.01Y 3/6'P-10 t.1 6063-T6 ALLOY aAND TEMPER 1/4-fM&S.OR3OTUREY13' ' DER 1.76"111— LOCKING ROD l�, . _ HD LOCK QUALIFIED FOR USE W/ HV SLADENIiI ;37� HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCH. 6o63-T6 AUOT AND rEMPER ' ACETAL Y.� / 5 INSTALLATION WLLL REQUIT$A 7/16' HOLE THUMBSCREW$ JERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE'V k '`A, RILED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE'0 QUALIFIED FOR USE W/ FIV BLADE @ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 "ll'­ 1R I'Aa A. r1, - 0;7 TRTECO,INC. 04017 EASTERN METAL SUPPLY, INC. -1111 BERTHA HVTM a'11 GEN ray Accordion Shutter System /rILIECo .N . .S.SAN KV. BLADE HT1 W/ER W/O KV.WON BADE TE'd'!A American Shutter Systems TILUT TESTING h ENGINEERING COMPANY N 1W:scT�TtoK oAT[ OMYM eY: LC. 's $j� eu5 ILK N..9L,� 305,MIi—A GMM-N�,F.ORO-3 16 Assoclatlon, Inc, OLD 1s-oes r t a1c o�/z�/17 A, d P6on4:(305)671-1530.Fax.(305)871-1531 4268 Westroods Drive 2 DRAWING No �•'•,�•(0R10�:✓ ,� .-a is cn.�PoOa.�om West Polm Beach, FL 33407 3 �EY 4 1 . 4 E9-0006]19 7107 Y 01,,' YIALTER A TiWT, P.E. lP.E�t6T/l*4.'* ejDATE LORRA Lc.!4x/67 a SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 � � lz-T� s (D HV BLADE 1 'V i 1 .1875• �.m.d p f I HY Wl BLADE .0625' 0625 .0825- HV BLADE 1A I i �;IE ® 7 t875" Y BADE'S"-• -0 OPENIN HV LONG RECESSED NYLON BUSHING z4 I n KNUCKLE .0625 I i ® ~ N \7 (�) s 0. HV SHORT RECESSED NYLON BUSHING `� � • 11 ® HV NYLON HAT WASHER 1DOR ® 49 i I N`i R1,1 3 50" HV WHEEL CARRIAGE NSI 302-303 SERIES 4 ' w j 'Dz. 50" 0,870"x3/16" THICK NYLON WHEEL. 1 ® I z 7/e•ypr.I +n'MINDOW CLEAR 0.188'0 AtSI 302 SERIES S.S. RIVETS J15•• I sEPAPATATON •a -e3.7500 -1 .0825' 0025" © HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR 1 I o OPENINGS tBLADE s 3/4 ® HV 2 3/4' ACCORDION PIN W/ /8 HEAD * 41 47P• I4 I c2j•El R. ® POLYCARBONATE IMPACT RESISTANT EIV WINDOW I I ? j E"i TYPICAL HV WINDOW BLADE hS AND a ; LAPS {POLYCARBONATE HV WINDOW DETAIL or REEQUIREEMMENTS) I (DOR ® I + 1 *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE M. I , 12•, RESINS, UV-STABILIZED GRADE OR SABIC + Tn BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN g PIN 1WREMIENTS AT MITIERIOR KNUCKLE EMlig I I , (SEE NOTE 'F" ON SHEET 19). QOR ® I i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR \�® cci,I VREQUIREMENTS)BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR i i POLYCARBONATE SOURCES FORHV ®BLADE. WICAL SHUTTER ASSEMBLY I EXTERIOR , mr •' 1YPGIL 7RavEwll[s 4MOMO -AT (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT ®�LXTFRIORDE'S KNUCKLEEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO 00.324-� NarE rFUR �^ awm ■D7u aoa IS/^' 0"3 w'BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. U ( flaUN1L 61RTpTb W YIEJD ,sm D7pp 17.Sb0 paJ 1Awa pat (3) HV PIN ®OR ®W/ 1/2' O.D. 1/16" THICK S.S. WASHER 0 I i anunN.looucs Ism 07x0 3cncm w Ni.aaD>,,. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, g> I' IIj 1Neacr I w1uaD 4DD a51E1 D256 Is rT-+/ 17 n-W SHEET .FL CARRIAGE DETAIL EMBLY LAYOUT PIAT�"E 0Om" .m D c-1 x N I z we NTS ELF a blurw+c J51N'ga C-1 ttJ 55 C-1 T sDr wrDnDN ism D111zo low•s bbo r B'ADIf)3!1@ AS1N M55 lDSIE SIFDOM/FIEb wFA Jb111 alb .302,..1 SND,ai. (1ZHY BLADE SOLID & (A HV WINDOW BLADE DETAILS m"E�5�E bF,IK.TKD MTM ° N.T.S. U,U,4+'iii"' +•- FLORIDA BUILDING CODE Mon Nigh Velocity Hurricone Zone I 62017 TaiECO.wO. ®2017 EkSTERN METAL SUPPLY, INC. •rr[',n ✓ `11 ��V�Y�7 f,'••, a y /TM UA 3 I L ECO ,A,S.S,A. Accordion Shutter System ENC. H.V. BADE#1 W/CR W/O H.V.WINDOW BADE • ; American Shutter Systema CV. 0 McPT10N DATE DRAW,ft. LC. �•�. a TILUT TESTING k ENGINEERING COMPANY •(v S` Association, Inc. 1 OLD 15-085 /27/1 opTE: 07/z7/n 0 -'•. *:'((� \1 Nps KIT.]bin.5L.SN.3M WNW DMw3la RDAM 331b --J• •E�— PDM.:(305)871-1531.1.:(305)871-1531 4268 Westraads Drive 2 DRAWING No S ,1 .-mor.1.n«aeaD.�em West Palm Beach, FL 33407 3 E EB-OWS71P (1 1 W&TER A T'LK Jr.P.E. 4 �_ 0� FLORIDA U./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 4 OF 20 I �•¢®fir r *NOTES ON HV LOCKS AND CENJERMATES: • e c C C �' 7 u M f i U �� 1.UMMMW CONDITION ft ONE HV LOCK or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR /2'ABOVE OR OW 2 OF STUTTER SPAN FOR SPANS UP 7D 105',AND FOR INSTALLATIONS T ANY ELEYAl10N.HV LOCK or MAY BE LASED AS AN ANSATE OR OUTSIDE LOCK, ATTACHED TO 0 OR 4 CENTERMATES W/(2) 1/4'0-20 R 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ®r LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SMALL BE AS INDICATED ON NOTE(1)ABOVE. -J°ICv3r• LOCATION OF LOCKS SkiALL DE AS INDICATtb ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDMON§2 0"ONLY WHEN-'AWAMRY MWITITION III! LIMITED MANOAMRY tJ LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY VL_ 4 DA�oA©� `r °'G,� E USED IF D IR D i ETNA E SHITITER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE II i MAY ALSO BE USED AT STACKIING POSITION (NON HURRICANE POSITION). 4. ONE NV LOCK t� ® BE USED AT CORNER CENIERNAIES FOR ANY SPAN AND INSTALLATIIO®ONS AT ANY ELEVATION.HV/LOCK/ or rSNIALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Roos ATACHIED TO TOPk BOTTOM SSHA�LL USfD. LOCATION 16F�OCK SHALL BE AS FLAT HEAD s.s. ms.Two INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - >qg e 5 ONE ALTERNATE FIV LOCK MAY EIE U M UEU OF HV LOCK or FOR ANY SPAN AND 1 !■ INSF TIONS AT ANY ELEVATION.AL TE LOCK MAY BE USED A5 AN DE DR FORM LOCK.ATTACHMENT OF 1/4'0-20x3/4"S.S. THUMBSCREW TO®OR CENTERMATES SWILL BE WADE W/ 1/4'0-20%3/4'ALUM. T I 7t, 1l t � ale RIVNUI AS SHOWN ON SECTION HVE,SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t / IN C` LOCKS AT 1/3 OF SHUTTER SPAN_ 6. ONE HV LOCK 0 or C or®SHALL BE If f USED AT 1/2 OF SHUTTER SPAN FOR ANI'SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP r I TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK(8 or 0 or®MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK. ATTACHED TO @,or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20% 1/2'LONG FIAT HEAD S.S. SEE END J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION1 i OR®TOP AND BOTTOM 1S COMPLETELY MANDATORY. DETAIL$oN 'D SHEETS 10 h V1 ig TVP.FULL ++ �. *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 CENTERMATE ,9�+ONE ALTERNATE HV'r LOCK MAY BE ANAL IN LIEU OF HV LOCKS DR FOR ANY S'AN AND �°R�°R V��Ja BUox 10' 011 ` +N�IALlA1K1 AT ANY ELEVATION.AL TE LOCK pq Y DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING TACK ,AS SHOWN ON SECTION HVG. SHEET 9,WHICH MUST DE 10•1�j5°"©.�.3`°"�. I a —� CONNECTED TO CENTERMATES®AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0%3/32" WINGNUT OR W/ 1/4'0-20%1'S.S.MS. INTO A 1/4-ft 5/B'Rwaff41OCK MAY BE INSTALLED AT MIOSPAN OR 12' U• '�I�la(o 'C7)'®of MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. ^' Qe Dr I�',�+oA 1®•(�5 a •�) "' 8c CENTERMATES: 1.tlQJ nr9r x W/ 0 m1TFJlYtlES C3�y_W j A ONE ALTERNATE HD.LOCK MAYBE USED IN LIEU OF TYPICAL '�? HV BLADE SHUTTER ELEVATION MV LOCKS Oft FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK C4 MAY DE USED AS AN INSIDE OR DIfTSRX LOCK.ATTACHMENT OF HC LOCK 0 TO 0 IS W/3/8 r 3/8'F.N. S.S.M.S..AND INQUDFS N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS MOB-HVB AND HDC-HVC.SHEET 10.LOCK MAY DE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ADM MIDSPAN.USE OF LOCKING RODS SSI 6 COMPLETELY OPTIONAL FLOW on High Veiocity Hurricane ZOne, LYI Q' \ •...•.,• �;?. 02017 11LTFC0,INC. 072017 EASTERN METAL SUPPLY,INC. GEN ' ' SF'-,✓9BERTHA HVTM A S S A Accordion Shutter System L ECO t w c. ■ ■ ■ ■ H v MADE pT w/OR W10 KV.wTrovTv Eil/mE TIL TESTING t ENGINEERING COMPANY Aro�rICOn Shutter $y1ItOTTI9 001CRIP710N DATE DRAM er. L.C. y'•. Assoalation, Ino. 1 OLD 15-085 7/27/1 DATE: 07/27/17 N.M.!.N.9L.91..309.~04—DT.N9,RDRD•33t Ph... (305)871-1530.F..:(305)871-1531 4268 WesfroadE Drive = DRAWING No �� .-ma,tit.e.Oo°• West Palm Beach, FL 33407 3 s/O ' WALTER A_ lLTtJr. P.E. 4 17-107 ItDww P.E. SEALjS1GIXflJRE/DATE x./14167 6 SHEET 0 POURED CONCRETE —CONCRETE ANCHORS OR CONCRETE BLACK POU1�0 (SEE SCHEDULE ON REQUIRED 1/4'4-20x3/4'S.S. POU D C M •. SHE 13) -- ._t--, CONCRETE ANCHORS 1 MACHINE SCREWS IRFD r 1... FOR _(SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS t�18 EYsraRE(sEE t1�lNrwc®oN sREEt 7) 13) NUTS o 1z•D.C. (SEE SCHEDULE ON SHEET 13) I` EQ --I MACHINE SCBE S.S. i W^ - EQ- MACHINE SCREWS —E0 E USING 7/4"-20 NUTS __ 9 ( 11r a 12.O.C. .•'1/� E. s rAl?' ��mmI,. --- I t 3 OR 15 - I 13 OR j' L _' • r .250' O.� I .250"Mnx. I , i i ' E:I `\`OPTIONAL i DPIIOINL I tw sTWwIOR ' t I ma.a(50�ON 9- /� i , QN.Or EIOSTWC `1�"6t/uts -41 OR l�lj'� �( E,SSEPARAM ONON IMIA 11) --Cl) SSS-�—(SEE SCI•EDUlE1 ONON TSHEEf GLASS11 CLASS---t -- __—.----- - t C;HV VAI LHEADER INSTALLATION ® HV WALL HEADER_INSTALLATION + KEYSTONE EXISTING r----- ... i i ----- WIN.SEIVAVIION To Gu55 ' cuss— I (SEE SO""ON SHEET 1 q— rflj4'1 0 �ro QAS(4Y i t. MW.SEPARATION TO GLA•,5 G1AS5scE ON 9fE1 I I (SEE SCHEOU,C ON SHEET 1SIFORPI 9ELT 19®aGPnDNA' �,l/4"Max.OFIRONAL �O.� l -Y LED �•' I 1'J 1/4-0-20x7/4'S.S. PHILLIPS TRUSS HEAP I TRUSS 2Dx3/4'S.S.PSCRES ��1 CONCRETE ANCHORS '—TRUSS HEAD MACHINE SCREWS L MACHINE SCREWS USING OpNCRE7EµplpgS I 1/4"-20 NUTS 6 12" ).C. , L(SE6 SCHEDULE ON V:/1/4"-20 NUTS 6 12°O.C. J (SEE SCHEDULE ON SHELF 1� 1,1in. POUREO CONCRETE SHEET 13) POUR CONLTNETE OR CONCRETE BLOCK OR C RETE BLOCK — 14�L'- COICRETE ANCHORS REQUIRED WALL RE [RED (1t (SEE SCHEDULE ON , MY WALL SILL INSTALL09N URED CONCRETE—/ SHEET 14> F HV WALL SILL INSTALLATION ,D CONCRETE BLOCK WALL REWIRED U HV WALL SILL INSTALLATION NOTE FOR A -71INSTALLATIO�/N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL. • E.D. DISTANCE ♦ SEE LIMITATANS OF USE FOR IFI �,1� H�/ B LA D E ASN6LY ESPECLATIONS ON SHEET 15� BLADE l:-��{-',� SE 2-MOUNTING SECTIONS CAN BE COMBINED ON SHEET 19 IIN ANY WAY TO SURT ANY INSTALLATION. 1/AAI i tl°" 'tii S1. FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone \t.j�•..•�G�NsA.• ✓�=w 02017 TLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVYM 4 y A S S A. cordion Shutter System H 6 L E C O t N H.V. BLADE t1 W/OR Wjb H.v WHM RAIX TU1IT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N. DMR11IK1N DATE DRAWN 6Y: C. ? �'•.•'( 1 �•,:' '` U..305. aDIwA Jrte Ae80CIatiOnr Inc. 1 OLD 15-085 7/27 T MTF: 07/27/17 Phan. (705)871-1530: .T..:(305)671-1531 4288 Westroads Drive a DRAWING No S�ONaL�� r/d -w:Wt.a Wl.ca,+ West Palm Beach, FL 33407 3 17-107 Ee-0006719 4 r'�rr,•r Ar•r♦•'' WALTER A.GLUT Jr.P.E. FLORIDA Tic.9 44167 5 SHEET P.E. SFAI/SIGNATURE/DATE 6 8 OF 20 POURED CONCRETE ANCHORS � M!1.S♦PNWICn TTi � ♦ r--_-..._.. . ))__ CON (SEE SCHEDULE ON SNETi1 13) I ro aim« t OR l� EXISTING x% - J wN; NwrpN 1 1 GIASS� u:n sLSAMrA:. 5 ('(sQ SCN>)UtF a REQUIRED 1_..__._ EDGE OFSLAB IF _i fd4�DRAE9A�m 3 spa t t) i asOEr 19 gR f Q•♦ IPPIJCABLE EXISTING w.n<mk s r-(SQ Smww- / GLASSY 1 ALTERNATE rE I ANCHOR, I -1 i ' EXISTING / 1 1 LOCATION i t } i i i i GLASS-' /1Gx3/4•HEX WASHER HEi1D t OR 1' , 3/e'wn, v / TEK SCREWS O 12"O.C. �- EDGE OF CONCRETE ANCHORS ' a IF (SEE SCHEDULE ON SHEET 13) E CO i APPUCABLE I ^ l EDGE OF I fo EXISTING EDGE tK--•i - / / ,( - STAB IF GLA55--- SLAB IF I 1/2' rl EDGE OF 1 ..y APFUCABLE SLAB IFAFA 1 , APPLICABLE —J}- A 80.OtsE a 4kET 1 'E-0 _Q - APPLx:AetE COh RETE I D.• CONCURETE �^TI HEAD CONCRETE ANCHORS 11 p>R al" A•N _1� (SEE SCHEDULE ON SHEET i4) M 91HT 19 OR ®♦CONOCRETE ! 1 REQUIRED LFLAT HEAD co CRETE ANCHORS REQUIRED Ll.OESmk® y REWIRED O. L----E. D�- (SEE SCHEDULE ON SHEET 14) I� TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF AS.D. 3 HV FLOOR INSTALLATION t 'I I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER CG- HV CEILING INSTALLATION SCHEDULE /13, SHEET 11 EX151WG LLry lTwA1Kx srT CONCRETE ANCHORS a.�ssCMIDWIS-- �- O (SEE SCHEDULE ON (ssi sumac- tl —r-- SHEEP 13) t/<e nW tX110EX TAPCON w/ a sHm.1) I O I a srexr lrl ! EXISTING-i EXISTING rO:HNCLOGw�e. EXISTING_.. cuss w4LCn cuss--+. _- 1A51rT TAFFEA.ANpgF6 W/ I -1/4. GLASS : -IoL�wiaay a�s 1 —� 1 MAX. _rte•OIf9ULr as Taaaeuue¢nnn.Y6 3/1 wN.dBE1rilEM p 6• 1 , T 11) 0c,rOR UP TO e'-0'SPAN MJ I 1 I j // �1 �'0.[.rOR SPANS LARGER.MAY i 1 1 6'-0'w TO IF-0' .x. A�PIY ' SENANr Ar E�EAW FASTENER FIFM MAX. 1 (lYP')(SAE NOTE t ON 1 2' ' altEr t Fca LnarAn 1 -/ 8 im X10.1/4'Y1EX .a�•: ONsy 3 e MAx. OR V/ASHEA HEAD CONTTEK.SCREWS t 71x3 4' HE%HEAD O 12"O.C. 10 / rL / I 1 mx3 ups N14.3/4 SD.S. __ I / /TRK SCREWS O 5"O.C. 1 1OR1/a'•-20 5.5,Y.S. i CONCRETE NIMORS } fi �O 3/ I -- -- i i i 11/4 -usAr:r/s'v-xo HOB W/NU*Oyy9.O.C. I ( SSHEET CHEDULE ON .T O 9.O.G rT - ypX. 11I' •. 1 O 11'0.C. 'T--��- ) 7 OII B /•L, „I. _,7 C+ 2m•• FX5lN1O Tdi SIROCNWL T 1 2 II T •1.. 'AAl1 TWY(DECOR.,K / EDGE OF I. E.D. Su) {'I /' •I I. SLAB IF \-/14.3/4•F.M.S.D.S. :Wpm CONCRETE / 7/8",' 1 7/8' APPLLCARLE' /; % CON ANCHORS \-SEE NOTE 13(•) '•� �"��I*) �• .~ REoumEO i POURED CONCRETE (SEE SCHEDULE ON ON SHEET I OR CONCRETE BLOCK SHEET 14) POURED CONCRETE NI SHEET 1 { RE°LAR`° EoIARCONCRETE ` KEYSTONE MOUNTING INSTALLATION °Pf10N'� CON (�OURM HV WALL FLOOR INSTALLATION �! WALL WALK-OVER INSTALLATION M ..-A.SD.CESXJc PRESSURE.6i.-)]qt REOIAREO NAXIMUN SHUTTER SANT R' S �J HV RAIN WARD INSTALLATION t h SHALL BE NOTE FOR COMBINATION OF SECTIONS ♦ f REMOVABLE WHEENTHIS +PERFORMED EDGE DISTANCE AD ACEMT TO AN OPERABLE&IT ♦ SEE LIAITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUT" (SEE SPECIFICAPONS ON SHEET 13) OR ENTRANCE RLA°E 1tvAA)ON SHEET 79 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE 22- MOUNTING SECTIONS CAN BE COMBINED �E A p IN ANY WAY TO SUR ANY INSTALLATION. }7177 R{4. f �^. FLORIDA BUILDING CODE Non High VelocityHurricane Zone •1 .2017 71LTFC0.IN! INC 02017 EASTERN METAL SUPPLY, �10EAis�'•. ETA HVTM o A S S A Accordion Shutter System ii L E C O i N c. KV. HME#I1 W/DR WA KV.WNDON BADE 12471' ' ;• 4 1 , American Shutter Systema DATE DRAWN B La ��. Iti TILL7T TESTING . ENGINEERING COMPANY Association, Inc. I OLD 15-085 HIM DATE: 07 27 17 - IL !]!!N.W.l61N.H..Sb.153 .To. C(305).1LCRA11]Ji6 Pfrons (30!)a71-16l0.To. (JOS)BT-1577 4268 Westroods Drive i rQNpL EN� Ip __4:UFF_Q... West Palm Beach, FI_ 33407 a DRAWING No j1,lL EB-CA0671 D 7-1 07 • 4 ••�..........A WALTER A.TILLR 41.PE P.E. SEAL/SIGNATURE/DATE FLORIDA Cc./44167 s SHEET • 7 OF 0 SEE END WALL EM 10 & 18 SEE NOTES ON LOCKIN' RODS V .HV LOCKS 0 w Q OUT I IN � INSTALLATIONS W1 d) HV AND ALTERNATE HV'-CCK®ON SHED 5.EXISTWG CLASS **SLADE SLACK DETAIL HVL IS VALID FOR ALU. BLADEW HV CENTERMATES CENTER"TES APPLICATION%VRH BtADE(D &-) OR 5 )NNECTION I '6.0.0.0.0" EXISTING GLASS DETAILS ON SHEETS 10 & 1$--- ©.O -7 i 2'.2•n/8%X-2 1 ®•®ar®•®«1�+® i 1/4• T 61/2• 7• I i ANGLZ /(2) 1/4*0 TACO 1/2_ «©,® P 0 IN6 SYMMETRYCAL ""ci10 TO =� f ' ; U-KILWAT S I CENTERMATES WIL SEPARATION TO GLASS �,o,s/a's., .r.s. 0 12 , or W/ HV LOCK or (SEE SCHEDME (4)I10,1,2• M.S.s. TO,ueE� i Gcruu.LENGNr. V AT EACH ANGLE.(1YP) / ' I • - I 1 I * * ' I N ! V* V/ ON SHEET 11) 35 I I r — VC HVA Ia 6 • 7 «8 10 r- tK/RE0 CONCRETE OR ©�O ®«©•O• , t D ®� ��'®a EXISTING GUSfi I eNCRE�BLOCK WALL SYMMETRICAL ———--— I N — 6-0.—®« 944.SEPARATN)8———— OIJ1\R\� - 1 « h�y�t LtA55 8 •�la®•®«�.®a L,EXISTIN R A S J ©.®«1©• ox®.®� TO GLASS C — —I GLASS * r - (SEE SJ,EIXILE J * V L 1 WTE160R) ®•®�®9•®« •® ON SHEET 1 T) MIN SEPARATION' (SEESC LE\ I N OPTKINAL \ «@• ON SHEET,T) (INTERIOR) i ------ — — — ---- — — --- 1 OUT _ CONCRETE � \f l 16* VARIES ! H� , i 1 90' \ * 'y/y w ® OUT 6 1/2'MAX.SULK 1 OUT ' (EXTERIOR) HVE `G! HVF** ++' A FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ,tis •.,•' 4 BERTHA- HVTM A.S■S■A■ Accordion Shutter System ° KV. ME/1 W/AIR W/O KV.WNW BADE : * T,LLIT TESTING k ENGINEERING COMPANY American Shutter Systema ,N Lx In, L.c. t� 055 N.,. Wim.sr,so.sos,v,Rwr:w c.Rows.ncROA sn Aseociotion, Inc. , OLD Ts-DAIS 7/27/1DATE 07/27/17 mow'•.- ••:.4�A Rnone:(7D57B71-Isla.Fa.:(aDs)e71 1ss1 4266 We6troad5 Drive t \ 1,4° .-m,u:cat,�o®eoL�om West Palm Beach, FL 33407 3 DRAWING No --s/ANAL ENG EB-0005719 17-107 l� ITER A TRLR Jr.P.E. I/AEAL� FLORIDA L'¢.1 44167 5 SHEET D P.E. SEAL�SIGNATURE/DATE ALTERNATE N " V "T" LOCKa CENTERMATES LOCKERS at WZ 1 HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 # 18 INSTALLATION nl HV BLADE OUT IN ?f°°s"° W/ HD CENTERMATES �_�� euDE®sulx DETAIL NK,xF=Awo ON%w e, AS Y.E11 AS JNnIETTSAL FLDATING 9AOE®OFTK NDD-IND. 8"® n.O4.0.®a INpK:ATEO D.M15 SHEET,NAr BE ulEO NNX ii.3 KTCW.1 001 �©®p INSTAUAMON DETAILS ALL CO9NMELTS 10 TIONS -1 I 1 1/A4- 1 u1p- (OF+IpN*{J * (OaINMM) ANn T°CDNDAEa (IOP/.DITDIV L------------------n--___--'------- (A)/IY1/Y 5.LL.5.IO IIIH � �1Q3/{•SYSiIY -------------- At[Mr AN.IE[N}) PP ALL LpAI10. NY I '40 IN ({)KV. IN (A)HV. t 5 3 30 LOCK T(INSIDE) 1 Furs(Tw.) 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TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Y OESCp1/TqN OAIC ORNYII Bt LO �`�'•., nin L ; Qj (�� .355 ILY:.36U.SL.3LL 705. Association, Inc. I OLD 15-085 7/IT/1 DATE 07/27/17 PNons (305)871-1530.F°Y:(305)871 1531 4268 Westroods Drive 2 / NAL F��`d 111 Y m to 000e�iu .m West POIM NaCh, FL 33407 5 ORArhNG No 0 17-107 /rAr rI IFF WALTER A.TILIR Jr.P.E. � P.E. SEAL/SIGNATURE/DATE FLORIDA L a 44167 5 SHEET 8 92E 20 POU POURED CONCRETE OR - _ --^ —POURED CONCRETE OR RED CONCRETE �OA CEONCRNOWTE CONCRETE BLOCK WALL i OR CONCRETE r___._ __. f REQUIRED �� BLOCK WALL REQUIRED / BLOCK WALL REQUIRED (—T f•, / BLOCK WALL REQUIRED EXISTING GLASS I � rExlsrwc cuss I�OQICIICIE ice.--L EXISTING GLASS - _ T / Y MIN, /EXISTING GLASS 11 SEPAPATION ?74 1 To QAC(SEE 1 f ARKncN MN.SuvitKTION f Sa1E0UE ON SECT _ 1 Ott MASS ', I!� MN.SEPARATION EO TO GLASS(SEF. 11 FOR BADE m 9 ON(SEE f f 70(LASS(SEE SCHEDULE ON SHEET 1/16-x3"MNL ON SHEET 19 FOR r SCHWUE ON SHEET .' R I1 FOR 9/10011)ANO (6063-T6)CONT. BAms(D ® 11 9 19 fUi� 11 FOR MADE W" (LOCATE AT ON SHE1/2D 19 FOR ALUM.CLOSER _ I / ;ON SHEET 19 FOR EITSIDE) BAOFSmk® PLATE. (LOCATE 1/2'; 1 BAt16 T� N R AT EITHER SIDE MN. SLAM mAe OF S) 1/2.WN. I OF 40) I } !-OR 2-MAX. I t —1 $10x1/2•S.M.S.�/ I I I ____�_� (AS LE)x2"x1/B'xo'-2" I 110x1/2"S.M.S_ -•_ a 16"O.C. / A 6,3-T CLIP ANGLE MI a 16'O.C. �•''� 4 (6006J-T6 LOY)AT DHEIGHT (1)110.1/ S.M.S.TOQA[ i ( I 1 (2)1/4.0 T DNS ANCHORS TOWALL AT I" / SEE DETAIL X FOIL �j OR EITHER SIDE 0 4( ATE AT O OR ®0 SIDE CONNECTION W I OR & I SEE DETAIL X FOROR� TO TRACKS ' SIDE CONNECTION '•' ®.©•07.6 1 •®- SEE ETAIL % 4 6 1 TO TRACKS SIDE CONNECTIpN ®^O.Om�'®" w a 6 7^8' 10•®- - m w 6 7 a 6 m 0•00. X0-0•®-0•©- TO TRACKS [�1- a0-0-0--0.0- ©'0•©'1®•0 ®- ©•Q.©-©•0•®- ®'®-0•®'-L/•©" ®•®o©'®"\;!'©'• END CONNECTION DETAIL 1� END CONNECTION DETAIL 02 END CONNECTIO DETAIL(3) END C0NNJC TAA }REQIAREO ONLY FOR SPANS TER THAN 12'-0" CONCRETEPOURED OR E% WG EXISTING GLASS CONCRETE BLOCK WALL 4 :� REQUIRED ' MIN.gpAAAilp1 110x1/2.S.M.•. ! _ ,• :. 70 aA6s(SEE 0 16-IXC. MIN.SEPARIMD! Y _____> ?=II°II°== 1 OR SCHMULSAVEm CONCRETE 1/2-MIN. SCHDU.ES0JEET To EOON(SEE SHEET (`I _-----J �`';-------- ---- \® \/-"�� ON SHEET 19 FOR ANCHOR O 11 FOR BADE(DAND - - -- 0-0-0-0CO"ICREYE' BAOES m&O 12"O.C. FOR.• ON SHEET 19 FI _______ ANCHOR i ,,�• $ BADES 0.k QA ------ - OR© O/6' 1 1N1.o 1 i -ILK KM 'COR®ORO DR . 2'W/. 1 Y ANI. • SEE UWTATIONS OF USE • I BLADE©ON SHEET 19 OROORO OR 3OR(p1 ES]_L__7.y OR ®` PLAN DETAIL OR ®- POURED CONCRETE OR O-©•O-®-®•®°° ,p.®- END INSTALLATION CONCRETE BLOCK WALL 1p.0-0.®-0.0- 6 7 6 7 REWIRED �� O O ©-O.O ®- 1 HV BLADE R— i BLADE INTO ©- ®.®w®.®wp.®- CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 5� 60 ®-® ©-®®-®®' T 0 L 6 ®-® ®-® Rl 0 '®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona L1L 1 62017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. ,1GEfJs� •.T��i E VTM 1L E C O SNR . A.�.S.A. Accordion Shutter System RV a"#1 W/OR W/O H.v.WNM BLADE American Shutter Systems (y• DE5CR"GN DATE WRWN 9Y: Lc. 5pl (1b/ �� TILLIT TESTING R ENGINEERING COMPANY Association, Inc. I OLD 15-085 /T7/f Dae 07/27/17 6]33 K'A.]6U.5L.Sla.]O6,�1RDIN4 GARDf]15."`o ]]la '_•� R1i Pncne:(305)871-1530.Fa.:(305)71-1531 M1268 Westroods Drive 2 DRAWING No 11 .--ailWest Palm Beach, FL 33407 3 00 ••`r�QAIALHF6R 03-06719 4 17-107 •,-�• Ii 7/I st-T WALTER A TILLIT Jr.P.E. FLORIDA Lk./44167 S SHEET P.E. SEAL/SI�NATURE/DATE 6 10 OF 20 SCHEDULE III 9QtJFDULF N2 SCHEDULE J3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" [MUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS / OR "L-" (ft.) FOR R -L (ft.) INSTALLATIONS MtALLATION LEGEND CENTEF&OMh or or INSTALLATIONS W/ NG CONCRETE k W/ ONE H.V. LOCK ®or ® or or C XM k W/ ONE LOCKS MANSORY WOOD (1POSRIIVE tis10uDE51G PWABLE RESSURE RPAN ATTIING(OVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W NO LOCKING WALL A, 8, C. D E M. N, O, P. Q. L-: MAX.ALLOWABLE SPAN FOR A5: DESIGN PRESSURE RATING. A GIVEN NEGATIVE CENTERMAO 28® 29 W/ONE W/ NO LOCKING RODS® ODS MOl1PITMLG K & RQ'T- LOCK 30 W/TWO LO I�1G (SEE NOTES 1.11-) R, S. R V. RODS 35 TOP h 80Ti0M EE (VALID FOR MOUNTING(5) (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE a WOOD SHEET 7) FLOOR/CEILING G. H. 1, 11. J T. U, W k X WNl MOUNTINGS(TOP/BOTTOM)OR FLOOR/CENJNG: UISTAUA710NS 0 CONCRETE MOUNTING a: M AS.a OESIDR Asa Des" w DEEM INSTALLATIONS GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING, HeSLA1[ WALL MOUNTING FLOOR/CEILING N1Lt� WALL M0UHTWG �RE FLooR aEWAG uOUImNG DETERMINE MAXIMUM SPAN L+"FROM SCHEDULE. a'� MOUNTING 0 a R"1 a / GIVENIA NEGATIVE AS.D.DESIGN PRESSURE RATING, (p...r.) f►.r.I FI-00" MOIAOING (7•'r) OR-1 (+OR-1 FLOOR ALL MOUNTING Axt DETERMINE MAXIMUM SPAN L--"FROM SCHEDULE. L+ (ft) L- R) L f (4) L-(6) L. (6) t-0) L+ (N L- V MAXIMUM SHUTTER SPAN 1+"OR "L-'FOR 30 OR LES 16'-0" 16'-0' I6'-0' 16'-0' 30 16'-a' 16'-0" 30 16'-0" 16'-0" INSTNIATIONS INTO WOOD SHALL BEM TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2" 16'-0' 35 14'-10' 14'-10" 35 15'-2' 161-10' 105 pd.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND "L-'. 40 13'-10" 13'-10' 14'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-r /5'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4' 14'-3' 45 13'-1" 13'-1' 45 13'-4' 14'-3' t HV CORNER CENTERMATE y3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-S' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS! 55 11'-IO' it'-10' 12'-1' 1-2•-i t' 55 11'-1-0' 11'-10" SS 11'-1' I1'-il' SHALL BE AS INDICATED ON MANDATORY CONDFIION /2 FOR A GIVEN POSITNE X.S.D. DESIGN PRESSURE 60 11'- ' 11'-4" 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-I 1" NOTE/5, SHEET S. RATING: +4 65 10'-10' 10-10` IT'-1' 11'-il' 65 to'-10" 10'-to" 65 9'-5" 10'-1' DETERMINE: 70 10'-6" 1G'-6' 10'-9' IV-5" 70 10'-6" 10'-6' 70 1-l'-9" 9-4' L++-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ L1+- MAX. SPAN FOR FLOOR/CENJNG MOUNTING 75 10'-1" IC-1" 1D'-4' 11'-1' 75 10'-1' 10'-1' 75 - 8'-9 tt EXCEPT THAT MAXIMUM SHUTTER INSrALlATIONS. 80 9'-10" 9'-10' 70'-0' 10'-9' 80 9'-10' 9'-10' SPAN L+"OR L-'AND MAXIMUM AS,D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9'-9" 10'-5' 85 9'-8' 9'-8' 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 FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 6'-9" 9'-2" 9'-10" 95 9'-0' B'-9' LIMITED TO +84,-72 p_s.f_ AND 8'-0" SPAN, SEE V-= MAX. UPAN FOR FLOOR/CaEIIUNGGiMOIXNTAUNCTIONS. 100 W-9' 6'-4' 9'-0" 9'-7' 100 8'-9' 8'-4" MOUNTING@)ON SHEET 7. INSTALLATIONS. 105 W-7" 71-1 T' 8'-9' 9'-4' 105 0'-7' 7'-11" 110 0'-4' 7'-7' 8'-1. W-2" 110 7'-7' . FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3' 8'-4' 8'-I1" 115 8'-2' 7'-3' EPARATION 0 GLASS SCHEDULE MINIMUM BETWEEN Lv 1+', Ls+"' -'AND L2-" 120 8'-0' 6'-11' fl'-2" 8'-9' 120 8'-0' W-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXNAUM 125 T-10' 6'-8" B. 8'-5" 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10' '8'-1" 130 7'-8' 6'-5" MINIMUM PRESSURE RATING TO DETERMINE AW IMUM ANCHOR 135 7'-7. e'-2' T-9' 7'-9' 135 7'-7' 6'-r WIND NE SPACING. 140 7'-5" 5-11' 7'-7" 7.-6' 140 7'-5" 5'-11" ASTM E 1996 SEPARATION 1457'-3' S'-9" 7'-5" 7'-3' 145 7'-3' 5'-9• TO Cuss 150 7'-2" 5'-7" 7'-4' 7'-0" ISO 7'-2" 5'-7' 155 7'-0- 5'-5" 7'-r 6'-9- 155 7'-0' 5'-5" 1 THR 3 1" 160 6'-11" 5'-2' 7'-1" 6'-7' 1610 B'-It" 5'-2" 165 W-10" 5-1" 7'-0' 6'-' 165 6'-10" 5'-1' 170 6'-9' 4'-11' 6'-11" 6'-2" 170 6'-9" 4'-11' 175 6'-7' 4'-9' 6'-9" 6'-0' 175 6'-7' 4'-9' 180 6'-6' 4'-8" W-8' 5'-10' ISO 6'-8' 4'-8•4 H LAD E 185 6'-5" 4'-6" 6'-7' S'-8" 185 6'-5" 6' 4'- 190 6'-4' 4'-5" V-6' 5'-6' 19O 6'-4" 4'-5' 195 4'-3' W-5" 5'-5' 1 195 6'-3" 4'-3' -r 6'-4" S'-3' 200 6'-2' 4'-2- 205 '-r205 1 6'-i" 4'-1' 6'-3" 5'-1' 205 6'-l" FLORDA BUILDING CODE Mon High Velocity Hurricane Zone �rQ� •''•••, f�2 e2017 DLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. =JCENs�' BERTHA NVTM IL E C O �N�. A.S.S.A. Accordion Shutter System * H.V. BLADE#1 W/OR W/O H.V.VWpooN BLADE O•; ►AVJt 1�' TILLIT TESTING a ENGINEERING COMPANY American Shutter Systems n.N DEsctun10N DATE 11RAYIN L7Y:Muco. LG. 9 '•.! 7 4y LLQ &M5"A.xu 3L.:r we,vWOHAA GOMM Hanot n1 Association, Inc. 1 OLD 75-085 /2711 bLTE: o7/z7/17 PRm•:(305)871-1530.Fox:(WS)871-1531 4268 Westroods Drive 1 DRAWING No �ssfON���N1�\111,+ .-m t: 000671a..om West POIm beach, FL 33407 3 7_ 07 EB-0006719 4 • r��rl WALTER A DWT Jr,P.E. 5 SHEET 11 OF 0 P.E. 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A ImIll►u. mmumm�� MAXIMUM ANCHOW SPACING k(M S�}{EDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NECa114E P&ME RATING AND&J;12 RRF�PLv4O NG 611 TNG TYPE FOR CQUICRETE OR CONCftETT KOCK INSTALI ATjONS (SEE MOUNTINGS E,G,&H ON SHEETS 6&7) 1.ANCHORS To SUBSTRATE SHALL BE AS FOLLOWS: POURED CONORETF./OONOEFE BLOCK Foum'Do"mLL1E �� (A) TO EXISTING POURED CONCRETE(Min.1'c-3 kel) MAXIM C WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4-6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY O.W.BUILDER. (Min.T'c-3 W) SPAN &Mr.M Rc SPAaNc FrEND - 1/4.0 X 3/4-ALL POINTS SOLID-SET ANCHORS,AS 05IRQ)UTE°BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Cc 3 W) (11) D.DES Cil NMONE PRI MUE RVM WD.OE9DN NFLOAf FiRm S wNC OF3106 IETAtAE R41ENC - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS M WUFACTURE13 BY FLORIDA FASTENERS DIRECT,INC,(WTI.I'c- 2 Ii) TAPCON OR 30 !0 60 75 fq 7211 I60 2 30 40 to 75 90 110 160 205 30 40 60 73 90 120 160 205 - COMP TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED TED A ALL PONES SCREW, BOLT A SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 19 9 1 8 1 6 8 53 /4 12 1 0 e 6 e e 14 1 10 9 e d a THREADFORM TECHNOLOGY 3'-0' 74 12 10 9 a a 0 6 1{ 1T 10 a 0 d 8 6 1♦ IZ f0 9 • e ! 6 (Min.f e 3 ku) OR LEMN tY tp 0 a 0 SET 6 a 14 12 10 9 • • 5 '6 14 12 W 0 e e 6 3 ALL POINTS � BLUE TAP W/CAP NOTES: 14 12 10 9 6 e 6 7 14 12 10 9 a a a 6 14 12 10 9 9 a 5 0 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON CR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPERt 14 1 N) 9 6 7 53 JA 1♦ 1T 10 0 0 • d 6 14 12 10 9 6 d 6 3 TAPPER+ ANCHORS 5 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 9 6 • 6 5 /{ 12 10 9 • a a 6 14112 f0 a a a a a3 14 It 10 9 a 0 6 4 14 12 10 9 • e 6 4.3 14 12 10 9 5 6 4 3.9 A.2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'NTO THE POURED CONCRETE.NO EMBEDMENT 14 It 10 0 a 0 6 43 14 11 10 9 a 5 6 53 14 12 10 9 a a 6 43 INTO STUCCO SHALL BE PERMITTED- 1/4'9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 1D 9 7.5 3.5 36 - 14 12 10 0 a 6 5 14 12 10 9 6 7 4 •SEE uU�ATgIAS of ux i0R EXIST,AND I"MIMMUM FOR WALLS WRIT NO STUCCO. 14 I2 f0 a a 0 6 d la 1Y 10 9 a 6 a 53 11 12 10 9 B 0 6 43 �'�`�' S1EE1 1s 14 t2 10 9 0 7 4 - 14 11 10 9 9 6,5 3 33 14 12 /0 6 Its S 35 ] A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, .I f1 11 10 9 6 73 4.5 - 14 1T f0 9 a 5 5 45 I4 12 10 9 6 d 43 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 f2 9.5 7.6 63 4.5 - - 14 12 14 9 a 73 53 4 14 12 10 9 a a 43 33 NOTES AL1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WIDAUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 11 10 9 a 6 6 - 14 IT 10 0 • a 6 5 14 It 10 9 a 63 3 36 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6•-or 14 11 10 It 1.5 33 3 - 14 12 10 a5 7 63 4 3 14 12 5 &B 53 4 3 14 12 10 0 6 6 - 14 IY 10 9 a 63 3 73 1♦ 12 10 a3 6 S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTIR C-90) 14 12 • 63 35 3 - - 14 12 IO 9 d 4.5 35 14 12 10 0 7 S 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.I.W.BUILDEX. 14 12 IO 9 0 5 - - 14 12 10 9 a 7 5 4 14 12 10 0 73 5.5 4 3 - 1/4'6.3/4'ALL POINTS SOLA-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 14 12 t0 a 63 4 - 14 2 9 Al 6 {3 33 - 14 7 53 43 35' - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 Its 7 4 - 14 12110 9 73 4 - 14 12 9 7 73 43 - - 1/4'0 TAPPER+ANCNORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 1♦ it 7 33 13 - - 14 12 10 9 73 63 4 - 14 12 9 7 6 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCa1TIOK INC. 14 12 10 0 It 6b - - 14 12 10 9 6 6 4 - la 12 10 IF a5 6 Zs - NOTES: 14 12 a3 7 53 ] - - 14 IZ 5 63 53 4 - 23 9S 6 5 4 ] - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AEA TAPCON 14 12 9.5 73 6 - - - t4 13 93 a O.S 3- - - 14 12 6 5 63 6 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 t s3 s 33 - - 14 12 to a 63 3 - 14 12 ■ a6 I1 1 12 10 0 a - - - 14 12 10 9 73 4.3 - - 14 12 a3 7.35 ♦ - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 13 73 6 1 - - - 14 Ll 7 3.5 3 33 - - 11 6 33 43 3S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL DE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 6 63 4.5 - - - 14 12 83 7 5.6 4 - - 14 0.5 7 5.3 6 43 - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 13 63 Its 4 - 1 12 0 7 4 - 14 1t 7 43 35 - 10'-0 11 12 10 9 7.6 - - - 14 12 10 a e3 3 - - 14 11 6 6 5 a - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10. 7 6 3,3 - - - 13 9.5 e5 5 4 3 - - 10 73 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 73 33 - - - - I4 I3 I. 6 6 4 - - 23 93 6 3 4 4 - - NOTES B.1)&B.2)ABOVE. FOR INSTALLATIONS ON'AWL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 12 a 6.5 33 6 13 10 65 6 { 3 FOR INSTALLATION IMO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 12 31 9 . 6 43 - - 11 103 7 33 43 3S - C ANCHORS SHALL BE INSTALLED.FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 13 9.3 12 9 • 43 4 9 7 a3 33 3 () 14 10 7 - - - - 14 103 7 &5 43 - - - 1.5 63 33 4.5 73 - 9.5 7 43 - - 11 13 7.5 6 e - - 12 9 6 4.3 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - - H - 13 70 8.5 3 4 - - - EDOE DISTANCE VERSUS SPAM SCHEDULE FOR ANCHORS, 1S a3 43 - - - - - 11 a 53 ♦ 33 - - - 0 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 33 Its 6 - - - - - 13 9.5 6.3 3 4 - - - 0.5 5 3 4 - - - - BY MULDPLYNG SPACING SHOWN ON SCHEDULE BY THE FOUDWINC FACTORS. 0 63 - - 14 10.3 7 33 43 tt a3 33 43 33 - REDUCED SPACING aBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 13 7.5 6 -3 - - 12 9 6 43 4 - - FACTOR 0. e _ _ _ _ _ _ 10 7.5 a { - - 73 63 4 3 - - _ _ ACTUAL TAPCON WISH ADVANCED TAPPER + 13 63 - - - - - 12 9 6 43 4 - - - 9.3 7 3 4 - - - - EDGEF".1 PCON ALL POINT SOLID SET BLUE TAP W/CAP V IAD O THREADFORII TECHNOLOGY 0 6 - - - - - 0.S 73 S { - - - - DICTANCE MIN.SPACING 4.� 14 12 - - - - - - f1 OS 7 53 - - - 11 9.6 33 43 - - - - E.D. PACING m 3' MIN.SPACING=S' MIN.SPACING 3 1/2' MW.[PALING a J" 3 3/4" 4- 10 7.5 _ _ _ _ _ _ 9 7 43 33 - - - - 7 3 3.5 ] - _ _ _ D CONCRETE& Ppm E OOImO:IE BDCX POU D CONCRETE& POURED CONCRETE&POM EQ ATE OONOiE 900< 13 e - - - - - - 11 6 5.s 4.5 - - - 9 e.s 43 - - - - V IND W FAD Br cJ1 UK E.D.-3 1/1'MN Ea-2 1/Y c eLDc7 CONCRETEETOCK �+E0..3 1h'W ED.-2 In' 14 - - - - - - - 12 9 a - - - - 93 7 . - - _ BLADE WORKING 3' t.o M90 1.0 ale 1.0 054 1.0 18'-0 9 _ _ _ _ _ _ - 6S 63 s - - - 83 5 3 - _ _ _ T t/T• - O.et BLD - - Ob7 1.0 to - - as a 5 - - as e 4 - - _ IN UNISON ♦ Y 0.71' 0.51 - _ _ - - - 13 65 5.3 _ _ _ _ _ v 6.5 4.5 - - - - - 1 3/4' - OAt - - - 0.43 - 14 - - - - - - - 2s 93 a - - - - - Ia za s - - - - - a - 8 6 4 6 43 3 - 1 1 Elm 0.35 93 - - - - - - - 9 7 a - - - - - a e 1 4 - - - -p FLORIDABUILDING CODE on High Velocity Hurricane one 111E 6•t� Tj�a= 02017 TILTECO,NC. •2017 EASTERN METAL SUPPLY,INC. r- .. cEti �V_ A.S.S.A■ BERTHA HVTM s > : Accordion Shutter System INC. * e L E C O KV.RADE pt W/OR Wpb KV.WNDIAN IXAVE y American Shutter Systems • Q l� TILLIT TESTING & ENGINEERING COMPANY y 6EsawD°H TE o9A6rN er L.C. �'; FAQ ' 633s R.w.3aq.5t.,s..306.MROwM GAD s.F emw 331s Association, Inc. 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SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING_ AND A CORRESPONDING M0_ INTING TYPE. (S=E MOUNTINGS ON SHEETS 16& 17) :E� U B �EE;TFz.�TE SOUTHERN PINE No. 2 W MIN. G=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH RN I Nu. SPRUCE PINE S RUCE INE / 1/2" MIN. COX 2 W MIN.G-0.551 FIR NORTH FIR SOUTH uAnNuu DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYW000 N G Q FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNT94GS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS h TINGS M. N, 0 g R FLOOR MOUNTINGS &Ut%TINGS M, N, O k R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0, WALL MOUNTINGS R.O. 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MAX I ON WEFT 9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i i I.ANCHORS To WALL,FLOOR OR SOLID YMCO SOFFIT SHALL BE AS FOLLOWS- 3,SUBSTRATE SHALL CONSIST OF THE FO11OOM: i -SOUTHERN PINE NO.2 W/G-035(N.D.S) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIN W /MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FW W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16 111 T7. -SPRUCE PINE FIR NORTH W/C-0.43(N.OS.) EXCEPTION.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(N.D.S.) 2.ANCHORS TO HOLLOWCEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2•COX PLYWOOD(1986 APA) LAO SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECCLMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. %AAA'A...... '"•• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1111 ,pL•,..... �>,q C2017 tILTECO.INC. 02017 EASfERN METAL SUPPLY,INC. It '��c EN�;., %r sA�S S S�A. BER' A TM I I L I E 4 O N�. Accordion Shutter System H.v. BIAIDE//1 w/OR w/o H.v.wINGOW BteDE American Shutter Systems KV.kc DESCRIPTIONDATE DRAW Br Lr9 TILLIT TESTING k ENGINEERING COMPANY Q'•. 2 0759 N.N.JON.st.,StA.300,NRaNM OM(%Ns,FLORIN JJI Association, Inc. i OLD 15-065 7/z7/1 DAT- 07/27/17 L° PJrou.t(JOS)8).1530.Fa•: (305)871-1531 4268 Westroads Drive : E: o�000aJ!o�m West Palm Beach, FL 33407 a DRAWING N° /OiVAL Erl 1,11 WALTER A TRUT P.E. 4 t 7-107 P.E. SEdL/316t/A111RE/DATE FLORIDA e.r u16J 5 SHEET 6 OF I i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & ifs HV♦ BLADES AS APPLICABLE MAX, SHUTTER N + 0 L— R INSTALLATIONS INTO OD WIIH BLADE 1 ONLY SHALL /'"L` " I N PRESSURE G E SHEET FOR AX SPAN & tf A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON T/4`a TAPCON OR TAPCON WITH ADVANCED i : THREADFORM TECHNOLOGY 1/4'0 TAPCON OR '�1 1 M/1 1 2-kin.PENETRATION 1APCON WITH ADVANCED THREAOFORM TECHNOLOGY --- Y.;, I I OF THREADED AREA TO C �'�.� .r-„/1 s/2`Pb-.PENETRADNI OF THREADED AREA TO EXISTWG -��—_— '\ �\ ! EXISTING WOOD HEADER ■DOD HEADER. (SEE SCHEDULE ON SHEET 13) 4 UK SUW DN 1 1 (SEE SCHEDULE ON SHEET 15) 1 4• 1 TO GLASS(SEE /'-20x7/4'S.S.MACHINE SCHEDULE ON SHEET �CR . 1 \. f /�V �^ SCREWS W/ 1/4--20 NUTS 6 It FOR BLADE 0ANO_SHEET 19 FOR I � � v O 12'O.C. j 1'Min. EXISTING 1 HADES TD R .�� GLASS---I i •A 1 r, t '1 I 7 I I e' 1 ryy t I' T^ � j r•� ;�% 11 LT�J� • I 'll/n�� III L_-OPTIONAL � f —� EXISTING MIN. !' . FINISH 2`x4'WOOD ,(jam EMINC MIN. ` i HEADER REQUIRED ) OR\l7' 1 2`x4-WOOD 1 4'0 TAPCON OR TAPCON WITH ADVANCED i I NEMER REQUIRED '' 1. t�'S\• �! •=' -THREADFORM TECHNOLOGY W/ 1 1/2" MASS Exons 1 NPL SEFWN1I7NC} Nin.PENETRATION OF THREADED AREA TO �_.SO�III ONCLASS )i�� EAi. SEPM1AnON To cLA55 I ( I iii !t I"! ='`I MING WOOD HEADER. i 11 FOR BLADE 0A/p ' f"—(SEE SCHEDULE ON SHEET tl)' 1 ,i � ''.. (SEE SCHEDULE ON SHEET 15) SHEET I rel'1 '?I'li:. •'1 1 �BtAD@S GiQ® ---_--`_-- --. -. — I •�{ 2'x4•CONT SILL i PATE REO'D. (N)HV WALL HEADER INSTALLATION OO t(V WALL SILL iNSTAI TION OHV WALL HEADER INSTALLATION EXISTING 1 IMI. SEPARATION TO CLASS 1 NM,SEPARATION TO 3/55 G1A55—j Ej�T , -(SEE 5CHEDtBF ON sNEET 11) 1 —(SEE SCHEDULE ON SN�7 11) MIN.SEPARATION TO CLASS 1 1 gASS� 1 EXISTING WOOD PWE (SEE SCHEDULE ON SHEEP 11) I i GLASS--J , 1/4-0-20.3/4-S.S. $ �1/4'0-20x7/4'S.S. F MACHINE SCREWSI' 1 E ;MACABRE SCRtlTS W� If - ( USING 1/4•-20 NUTS WALL .1 I I1/4'-20 NUTS•12' 1 •1Y D.C.o.c. 1 FINISH I. j.' 1I D.C. I'I � /• � ISI 1• `� f OR 2'x2'coni. j 1 I t 0R 1 j ifs WOOD PLATE I• EI--EQ f. l ftEO'0. I • It 1 --{ 1-Win. ! i 11Nin. 1' \T I `• V«� '1 E {1 1 _ `.y I 1/4-0 IAPCpN OR TAPCON WITH ADVANCED 1' j \�^ THREADFaRM TECHNOL.'W/ 1 1/2CONT - I 1/4-a TAPCON OR TAPCON WITH ADVANCED 1•� 1 1 .( SILL PA I I L \ Min.PENETRATION OF THREMED 0.4EA TO ! j 1 4'0 TAPCON OR EXISTING WOOD HEADER, THREAOFORk TECHNOLOGY W 1/2` / �� 'REO'D. �I, \ (SEE SCHEDULE ON SHEET 15) 1 i•.i�'• ;S:'.I Min.PENETRATION OF THREADED AREA INTO PLYWOOD '�� \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDuIE ON SHEET 15 1/2"MIN.CD>?` THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I6 _ WA FINISH EXISTING MIN.2'x4' 1 PI/2 RE(D VI/ 1/2'Nin.PENETRATION OF 2-MOUNTING SECTIONS CAN BE + STUDS 9 16,O.C.AWL __'�THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ` i/Z'Lan. PLWg00 REO-0. REO'D. PLYWOOD TO BE VALL FINISH (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. t\R HV WALL SILL INSTALLATION LEXSnNG MIN. 2-x4'STUDS O Co18'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WTIH WITH SECTION 2308 OF THE F-B.C. SECTION 2308 OF TE ©HV WALE SILL INSTALLATION •sEE ATIONS OF Ude of ©HY WALL SILL INSTALLATION F'B'D' =TAA ON SHEET 7' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ASAxoi�pp LI111F �� F�/' �o p� ul TECO.'!:C 0201 EASTERN METAL SUPPLY, INC, .F-..'Gix` BE H T4 ASF A S A Accordion Shutter System IL ECOINc. #: Fix RAS Ott W/OR W/13 KV.WKM RACE /� TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems .N ►TION DATE LM: L� A e�ss N.w.sNn.51.,s..los,ww�NW eN+neNs.ncxo•s.11 Association, Inc. 1 OLD 15-0&5 7/27/1 TATE 07/27 17 MF Pnon.:(205)871-1530.Fa :(305)an--1531 4268 Westroods Drive 2 `1t .-moae tats..0_- West Palm Beach, FL 33407 5 DRAWING No 7�% LWALTER A.TILLIT" P.E. 4SHE 107FLORIDA Lic.#44187 5 f �41RE/DATE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR17 HHV & 9 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BUDEIn ONLY ""LL FINISHFINISH" " SHALL BE LIMITED TO 105.0 p9f. A.S.D. DESIGN PRESSURE BATIN2. SEE SHEET 9 FOR MAX 1 SPAN do DESIGN LOAD FOR INSTALLATION WITH BLADE WQRKING IN UNISON a 1/4'0 TAPCON OR YN. I APCON WITH ADVANCED 4'x5'(Min.)EXISTING j - GE IF APPLICABLE r• 1 THREADFORM TECHNOLOGY WOOD BEAM REQUIRED, r-� ( ) W/ 1 1/2'Nia PENETRATIOry t 4'a-20z3 <'S.S. STRUCTURAL ADEQUACY i: ,�--- OF THREADED MFA TO / / OF EXISTING WOOD BEAM t T;+ !! 1' PHILU TRUSS HEAD TO BE CERTIFIED BY — �;' !1 j EXISTING W000 HEADER, rLin MACHINE SCREW$ REGISTERED ENGINEER OR ' 7 / �— EX6TOTG WOOD \ d (SEE SON ON SHEEP /5) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO TRUSSES OR I T EO 0 O 12'O.C. SHUTTER INSTALLATION- i ,'7 1 r 1/2RAFTER O 24' O.C.REQUIRED 1/410 TAPCON OR TAPCON WITH ADVANCED 'I� E%ISTNG SOFFIT 1 :.N / ,•� a .257' THREADFORM TECHNOLOGY / 3/4'Mox.THK. Tl 1MR JDED inAR NO RATION t /�. EO ED—, ri'xf/p'GENT.ALUM.TUBE EA OF 1 _'I;. �9 L OPTIONAL EXISTING WOOD HEADER. (50&7-T6 LAGALLSCREWS I f (SEE SCHEDULE ON SHEEP 15) O D'D.C. { 1 or©Or© (EACH 1RAFTER OR TRUSS ✓ tii�i.+eMi , ---0 or 1© Or ® I LOCATE lAG SCREWS AT { I i' , MIDWIDTH OF ExISDW.WOOD EX67M MIN DIRTtNl7--�I HEADER REQ'02•x4• ( OPEN HOLE AT EACH- WIDTH)'EMBERVI/22 Min.NOMINAL GLASS n MW.SEPARATION TO GLASS SSB 11 I Sial TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11 GIASS^_' 5/153 LAG SCREW AREA.VAUD FOR AT CENTER OF TUBE. INSTXLATIONS WITH 72psf LVL 4PNUI:EN I MAX.A.S.D. DESIGN LOAD ANIL SO HV WALL HEADER INSTALLATION T9a DAA ON E1G�—'. E i INSTALATION 15 ONLY VALID 11 FOR GLACE S:NEDULT- FOR WOOD W/MIN. SPECIFIC w 1l�OR n L CE, yrAro GRAVITY OF 0.50 As Doucus DN son 19 FDF t-SEE SNEFT 4 FOR MICAL SHURD!ASSQIRLY �1 -- 9A25(D&9 1 OR(W FIR OP.SOUTHERN PINE No.1 2-MMITIKO sEcta"s cM BE ca.IewEO (S _ HV CEILING INSTALLATION _ EQUAL. w ANT wAr To sort AVr ws»LUTIDN _- F--- O QAS� I sEPMaunoN 1 I MW.SEPARATION i0 GLASS —I 1 I (SEE SCHEDULE ON SHEET 11) EXISTING 1 tai SHEET 19 FOR TO CUSS -�j� CUSS\\1 iArASQk� � (SEE SCHEDULE EXE -0 f ION SHEET 11) t i { l • ALTER A MC 10 EXISTING (1 ExISnNc { I I \ 1y�y���/ T —A7 IACAT10 I • I I 1/4- ©� 7 1 3 a (♦10x3/4"HEX GLASS—j I I 2'x6'MIN.Waco �'__ Mox. '—WASHER�TEK 1 DECK REWIRED r 1 OR 2".6'MIN. WOOD SCREWS O f z' (NO FINISH DECK RSH ALLOWED)(NO � ALLOWED) FINISH ALLOWED) _� _ ;�pFGE EDGE OF DECK EDGE LI PECK 2' ��' DECK IF --fes. —� IF APPLICABLE IF APPLICMLE _! APPLICABLE 1/4"0 TAPCON OR MUL �PCLP5 TRUSS HEAD 2'JW. / _ 210'CONT. t' TAPCON WITH ADVANCED MACES SCREWS �—•—^ 1/4"9 TAPCON OR TAPCON WITH ADVANCED _r q iHRE'ADFORM TECHNOLOGY W/ 1/4'-20 NUTS J THREADFORM TECHNOLOGY W/ 1 1/2'Lia 1111. 1 , SILL PLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED iHTEADFORM— �, !.' -f, W/ I 1/2'Min.PENETRATION O 12'O.C. PENETRATION OF THREADED i RFA'A .,,( OF THREADED AREA TO TECHNOLOGY V// 1 I/2'Min.PENETRATION OF THREADED AREA TO FXISTING W003 HEADER.(SEE 1 '•,1 - —0f5TING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) i, (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) SEE 3MIT of`�'sEi ' HV FLOUR INSTALLATION O HV WALK-OVER INSTALLATION CV HV WALL SILL INSTALLATION B EF fLORIUA BUILDING CM Mon High Velocity Hurricane Zone 'LLP 'rs ®2017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.INC. BERTHA TM *�--� KAccordion Shutter System iLECO A S S A M . V. BADE#1 W1 OR W/13 KV.WWW RXX American Shutter S stems y POO DESCN-08 OATS DRAWN BY: lC. TICCIT TESTING 8 ENGINEERING COMPANY .</n '_ a15s zAF.3A h.x.sa.3os.VKaxOA aRDDs.noRAW 171 AetlOciationE Inc. 1 otn is-Des 7/v/t DATE: 07 7 17 < t� . ,,, Phone:(305)871-1530,Fox:(305)571-1531 4268 Westroods Drive 2 DRAWING No IF . moil,nt.�o0ao'-..m West Palm Beach, FL 33407 r CONAL �,,II1 EB-0005719 4 17-107 _ WALTER A.DWT 11.P,E, 5 SHEET 17 Q P.E. SEAL%SCWITURE/DATE FLORDA U..1 44167 3 END INSTALLATIONS [) HV BLADE OR WINDOW BLADE INTO Vx4" MIN WOOD STUDS 2•M•-NMD SNDS 9E0'0- 2•M'YB+.M000 2••t"Na. 311106 PEL'6. •N'1m SRID6_ I)."•,AFC (x6 lG'hlflBE) \ / /2"IW.� i 2••l'NW. 6oc6 suns. If E / / x W6 moss-., W 1/z'COIL / I ,\ / Y K7°000 r Ia / \ 611165 fYlsr. `` -dswc moss ��.-EIIISIInG C SS i / IAI6r"GLASS / ,1t1 5lS+MVia� 1/Y R cmt \1 '' 7 f9 s\ \ -�5 T/2'wP.cox T9 ETAS 14E , To Q (`g P1*MfIOD. s(>3PAF OI SEE) L'21 S;T•.WAra1 A aASS(SEF 1/2'NW.fJnl RI a.KS(� 8 9 f/I6'a]' I P]i 614 SHO !(Half OI]Ql RriCJfi. _ SS)4AxE Ui B. oN SK2T,9 IOR _-- (6063-T6)C6Yf. ry�L f/2•uw.CDx (N 94Zi 19 EOP � I I F(Y1 910E qua 1 _-..-_- It GtW ­j.vJ Wl R/CfSmk® ACtOfFA KNYI0f1. 6M6NA A� v- 61 - Q19 IL(Ui pl 4fEl,9 i0i 1. f FTI,M)[(LfiC11E 1/2 ,y6w .V6(L1� 11 T flMEP wP 49) - Ila.f/�p sus. •uss r Y wv _ ' S16 O.C• /t0.t/T EMS. --- � •I/f.0-f �--'�' I �2' 1i uv60aP j" all/.v•�c wutcc.3ss'ru r i lJ 1 1 OR @* sEE 6zruL x EpIL JOR I v11mI sx >J) OR Sm[coNPE>;n¢I ICE ccaaECTION 1 OR 6b� ro mI xs , f c HEcn`o°Nw/av fl-Ofi 0-0-�9 Q- -(D-G)O -f4•Q- 0 1110M l -(!-(� L' b-@•Q Ta MCI'S (i-®j�•�Q• fl �- Q•13-Q•Q-:J•Oi- ©'G'�-rJ'�•O- !3•Cs•®•G-J•©- 4`. 'fl'Q-?'fin' ®- C4-�(3• 6 cs -Q i�-�9•C� END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL t 9 j END CONNECTION DETAIL �Q -., tJ65161c PEax+E6 avlr Ew sF.Ja mr m n..n tr-r 2•..•NN-NU r 1/W/.b'4PW11 61KilOP3 1/.`•1AF00N M:a /Iil/Y-u s11n6 I1EDb t /Y 1441. i �I>OSlwO GLASS-, 5.POIETPM1MM o 13.OC. �b/�1.!•MIL tfi OG •\ IE`t'FlYM11G! ("' SEE UM ATOM$OF USE FOR 0"M SIMsvPaml \tK al4• BEADEIA ON Sh1EE1 19 t50tro6lE OP�pEET' ; 0,S.My 16" fOi 610E QipO' � � \ �- � 9A06m6 Too al YIEW 1 V ' fN 9f£T 9 PA I/2•Nw :1 I -� 1 -�. '-__- - - ; i - ----- `7---- -- L8C©� f+'-`•D->0- 'Q- �-w.E r�ll5r mos�nEo'n � rl = I-,g• -Q�••(�- 'L��3 PSN 6-©'C*-©-0- 0-i3'-0•Q-Oe.D/- a-3'Q-0.0-'J•1%- T-Ca-4"30-N DETAIL X END CONNECTION DETAIL ZS' END CONNECTION DETAIL 12',• FLORIDA BUILDING CODE(Nen High Ve oc,ty HUEEicane Ione ........... ��J. 02017 TILTECa.WC. ©2017 EASTERN METAL SUPPLY, INC. \ �' '' ,�li ENSic•.,d� BERTHA —HTM IL E C O N�. A.S.S.A ■ Accordion Shutter System ° H.V. RAVE#1 W/CR W)b KY.MAI.00W RADE * American Shutter Systems REV. "SM-MIN6A1E Ur. Lc. TILLIT TESTING k ENGINEERING COMPANY '.• 75eJ55 NX 361n.$L,sl..300.HPcwA cAR6Ws,n6v1oA 3316 Association, Ino. I OLD 15-095 7/T)/I DATE: 07/27/17 Fharo:(305)87)-1530.Fox:(366)671-1531 4268 Westroads E6dnive 2 6-m As Lal-0-.6oP, West Palm Beach, FL 33407 3 DRAWING No •suf•••..•••."•'r\�. Ee-0066719 17-107 OA(AL E�1 WALTER A TILUT Jc.e.E. P.E. SEAL�SIGNATURE/DATE F.ORIOA Uc.y 44157 s SHEET 6 i8 0 LAOF ALCOR(NON SH WORKING IN TF Fu �Map (TY�J� (/U��>���°tiS' • GENERAL L!MRATlONS AND C DTnE1N�OF L� EOR BERT1ta A G - ; Y Y YADLU 1,MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 psi. 2.MAY,SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D,G&HON SHEETS 6,7;AS WELL AS MOUNDNGS M.0.T.U&W ON SHEETS 16& 17. CJS AR� C ED IN A SYMMETRICAL OR OPPOYOl7fCASOF S �m�� OF 0 ,316 l/ TYP.EA.END ♦ f 5.(A)NV 111NDOW&ME 1nA 51uL1 ONLY ALLOW A NNf1NW OF 5—NGS (3'p HOLES)FOR®PER AOE AT SPACINGS SHOWN ON SHEET 4. MAX. 54 ASS / (R)MIN.CEEWANCE FR TOP OR BOTTOM EDGE OF HV 4NNDOW BLADE tO ALLOWED WINDOW BLADE 7/ OF ANY 3'p N01.E FOR SHALL BE 12". w (C)FIRST BLADE BLADE CCMINC OUT FROM STARTERS AT ENDS MAY BE MV WINppW BE� (0)HV WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLIn HV BlAOE lD THROUGHOUT SHUTTER'S VADT,L c ♦ I I g (E) RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 1 i" ♦ R'ry�A BLADE 1 AT EJTNFR SIDE OF THEM. C A POLYCARBONATE HV WINDOW SEE END (F) ®SHALL BE mSTALLFD SO IW TABS FACE CONNEC11pN / ♦ ♦ / TME INTERIOR OF THE OPENING BEMG PROTECTED.HV WIN00\V MUST BE DETAILS ON SHIMS � ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL P BY LSSA 10&18 TYP. INC. FUEL! je 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LIMO(SEE NOTES a P a9�x 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL,ON SHEETS 12 A 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) &MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: TYP TOP&BOTTOM yF 1 7:q�q +0)I WIND ZONE MINIMUM SEPARATION TO GLASS 0 H OM �l7 �NUMITED WIDTH--- -- 1 THRU 3 1• ELEVATION MIN "'"TIO TD CLAM f111 PSS sa[glE ON S1EET Tl FOR GLIDE(-7j a - - 8.25" _-- MD O.V 1FI5 91FET iOR HIDES & A 4 06 (21 _ %, / I rn S/AD TPoCAL CENTERMATES cil(jY' W/2 OR 5 AN0 _ - VI/O (S NOTE 4 ABOVE) PLAN TYPICAL (T) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1a SHUTTER* A.MI. FLORIDA BUILDING CODE(Non High Velocity NDrricane Zone ¢2017 TIITECO,INC. 6••20'17 EASTERN METAL SUPPLY,INC. •'•�VirPl$F�'•,`�'P�•, VTM I L ECO ,,,�. A.S.S■Q. Accordion Shutter System i RV. BLADE AL1 W/OR W/b RV.1MNDOW BLADE American Shutter SystemsEY.N LxSDRInION DATE DRAWN BY: LC t TILLIT TESTING & ENGINEERING COMPANY p'•., :' r q6!N.W.!&h.S,Sa:65.NNGHA GAACdS.RCRM 3Le Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Phml (305)871-1530.F..:(305)071-1531 4268 Wes(roads Drive 2 °�11Q(t�AL ♦-m El:"0 0e7�V�Am West PH- Reach, FL 33407 3 DRAWING NO YIALTE0.A TIW7 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lw.A<a,s7 6 SHEET 6 i ux x'.0035"�law - VArES INSTALLATIONS W/ 1 7 HV BLADE & HV CENTERMATES �� 72.x•MR..- .In.G-80 GAILY.STEEL 2•MOM- * O83• ' METAL SUDS AT IS-O.C. W I 43b INTO METAL STUD WALLS ®rtr6 o.c. 0 41 WI W 7 I --- --- 1/2• .478" * 3O /4ne NOMINAL %� N ALUMINUM SLEEVE r-" rz o 1 FOR�RTHA 1 HY BLADE ACCORDION SHUTTER 6063-T5 ALLOY Lf 3/4-.8 1/4•.0.035•THICK ilio. CONT.cALV.STEEL TRAM CHANNEL.,e 6-3o.c./ 0 6-;O.c RAD .^ - SYSTEM IN T I 1 ATION TO M STUD W 1 1 Y AST.A-653 GE 40 tri.C-60 I ,, �--- SEPARATION TO GLASS SCHEDULEGALr---- W1(2)TlEO FASTENED To STUDS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 ) ' W/(2) ED FAST TED SCREWS ON 'STING FINISH 3 Z �PS( MaM. INTERIM 6 EXTFROR FACE i AS APPLICABLE 1 udi 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION 4x LE3acm+ , MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1856 TO GLASS EXISTING GLASS- TO GLASS (SEE SCHEDULE) 4. ONLY ENIERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 —1• 433 1/4"9-2OX3- BOLT (TYP-) MUST PENETRATE LD WITH 21 ARRANGED A 5 METRICAL LAYOUT. a USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4 6 1/4.0.035'THICK Min 1 E)OSING FINISH f INCLUDED AT TERIOR OR INTERIOR ACCESS SIDE OF 1.373" [CONT.GALV.MEL TRACK CHANNEL.; AS APPUCA LE ,I I CENTERMATE. 250" I- 050• ASTM A-653 GRADE 40 Min.G-60 1 1 I o GALVMRZM FASTENED TO STUDS i n W/(2)/8.1/2•TER SCREWS 0 ' t I3c Iia INTERIOR&EXTERIOR FACE \O 6.O.C. i6. O.C. MR C 1/4'0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 431 1/4"0 ELCO CONSTRUCjM W! W 1/2• 12 CENTERMATE 21 APPLICATION WITH BLADE Q PRODUCTS FAB—LOK HD /2-.0035-THICK w =:;;max, 0 636o.c. COMPONENTS AS 1M P.-653 GLADE w :y,�Al Mn.c-so G"v.STEEL '; IIS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16.O.C. —EXISTING FINISH AS APPLICAELE SCALE: 3/8"= 1 I (TYP.TOP 3 BOTTOM) A 7D —_ ———— —— — -————• ———— —-y 7 3/4.6 1/4•.0.035•THICK Min. r—————— —— — — COM GALV STEEL TRACK CHAT r EXISTING G1ASS _ _ _ _ M, G u /ASTM A-655 GRADE w m. -60 I SYMMETRY771 CAL , I GALVANIZED FASTENED TO STUDS 43a 436 43c SYMMETRYCAL " i IN E TOR�'EXTERI n AEw>ON' CENTERMATES W/,., MN. SEPARATION vARles ° CENTERMATES W/ ro GLASS 2- :;.;}'. , ,.EXTERIOR ACCESS SIDE. I ' .INTERIOR ACCESS SIDE I ( SCHEDULE) MD.. 4 - -(�) IN 3 (6'Min.) IN 4 I I 1 21 / 21 21 21 '—1 L2) 2 AT 12 J I i !___L I \ HV HEADER/SILLOENM ............ ____ ___ VIEW Y (6"Min.) 24 SIDE CONNECTION TO TRACK 1/4 (TYPO 6 i/2"(TYP.)--_ —7'---- _.___ Y -6 1/2'MAX. SUCK (C—) tY� BLADE SLACK QTAL HVHVC RORIDA BUILDING CODE Non High Velocity Hurricane Zone ,,T�(L1�,���/��•i P-2017 PLTECO.INC. G 2017 EASTERN METAL SUPPLY, INC. BE R 1 P' `G AS /TIL ECON cA.S.S.A LADE Accordion Shuutte System 1 . KV. Bp1 W/OR W/b KV.WINDOW BALE American Shutter Systems EV.N4 DESawPNa, DATL DRAWN er •k .�/ � TILUT TESTING & ENGINEERING COMPANY A880CIOtiOn, Inc. t OLD 15-085 7 27 t ATE: 07/27/17 6765 14R.36N.SL,Sia.3,L'4 WIIGUM C+IRDENS.RORW]SIB / ---ry a Pnono:(305)871-1530.Fu.:(305)871-1531 4268 Westroads Drive 2 DRAWING No •-n,o6140`00 tat0.*L w� ���107 • ,} West Palm Beach, FL 33407 3 •..�flR10... ' I Ee-0008719 e.,�s.•••....•• �C?\''I WALTER A.TI LIT Jr.P.E. 4 17 P.E. SEA� 1��(E�DATE fORDA u.. 44167 5 6 I