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HomeMy WebLinkAboutProduct Approval "K— y � 4 ,� �y� �x�� � ,yam •, �i.�F...S�r '+r�-7I-'M'4 i'.F-(MJ•- %�-M-l' .S��,�k 4� �,.5 %'• _ ]- �e.......-.a-a...+w ..o...».!�.I...._ _ °�j Bcts home J tag Fa User Registrataue Hat rbpis Submit Stacta�e - Stats a Facts Nbkatiars'• Mc Sri acm Sita Map Wks ' sea"- or Pioduct Appcova3 (00-1 _USER.aubr�c User Product'Aop+ovaiMenu>'Vroifurt aa^iinni3raiFan'SearcA->Apiit'cation£kf�-App4tciit2an tisWiF RECEIVED t _ t FL# Ft389-Rg _t� _ _• pP Type Application T e Revision AUG 2 1,2018 Code Version 2017 Application Status Approved ST. Lucie CoUfit-yj !WM)tkin- Comments Archived ..Product Manufacturer Americafi-§h6tier tystems Association,.Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach;-FL 33407 (561)209-8263 bfeeley@easternmetai.com Autiiofizi±d 5ignaEure Sill Feeley lrodrlguez@easternmetal.com Tectihical Representative Address/Phone/Email ILE . Quality.Assurance_Representative CO��- YAddress/Phone/Email Category Shutters :Subcategory Accordion Compliance Method Evaluations Report from a Florida Registered Architect ora'LsceFised Florida Professional Engineer !Q•Evaluation Report-Hardcopy Received :Florida Engiiieeror Architect Name who developed .Walter A..Tillit,,Jr,P.E. the Evaluation Report Fiorida License PE-44167 Quality Assurance Entity National Accreditation and Management institute .Quality Assurance Contract Expiration Date 12/31/2418, Validated By =John Henry Kampmann Jr. c'i Validation Checklist-Hardcopy Received Certificate of Independence EL 84 119 COI AMERICAN SHU7TER-SY5TEM ASSOCINC DRAWING .17-107 CEPTIFICATEOFINDEPENDENCEPDF, EL,83 9 R9 j AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING tQ 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF 8389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 -CERTIFICATE OF FNDEPENDENCE PDF Referenced'Standard and Year'tof Standards S-tanclard Year ASTM E-1856 2005 ASTM E-1996 '2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence i Product Standards, Certified By 'Sections from the Cade 'Product Approval Method Method'I Option D Date Submitted 09/18/2417 Date Validated :10/18/2017 Date Pending FBC Approval 10/19/2017 bate Approved 12/12/2017 Summary of Products FL# Model,,Number or Name Description 389.1' Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3z(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved-for use in HVHZ:No FL389 Pq n RICAN SHUTTER SYSTEMS DRALWiNG Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION-SHUTTER SYSTEM,PDF Impact Resistants Yes Verified"By:American Test Lab of South Florida Inc. Design Pressure:N/ACreated by Independent Third Party:Yes -Other:Large Missile Level"D",Max span is'12'-3"for 44 psf EvaluationReports positive ASD load and 13'-0".for.35 psf negative ASD load Fr X89 R9.A� AM RiCAN SHUTTER SYSTEMS I5RAWING " the HV3 blade'w/o window blade,S'-2"for 110 psf ASO load A7408'PRODUCT EVALUATiON REPORT,PDF for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-11 Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade Lv/o window blade for installations into Metal Stud'.wallSIS 79""for max.ASD pressure'rating of+72;-72 and 84"for+64,-64 psf,•See sheet 5 for other spans and ASD pressures.. 389.2 Bertha HV Accordion Shutter-Btade : 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 HVHZe No _EI 89-'R .II AMERiCAN SHUTTER SYSTEMASSOC., Approved for ttSe outside HVHZ:YQS INC, pRAWING 17-107 BERTHA HV q(`CORDIOPI �•jUTTER Impact Resistant:Yes SY T-M,PDF Design`Pressure:N/A Verified By:American Test Lab of South Florida Inc, Other:Large missile level"D"i,Max.Span is'1'6'-0"for 30 Created by.Independent Third Party:YeS p.s.f negative ASD load depending,on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- pl RR9-R9 AE AMERICAN SHIiT TER SYSTEiA AfiS„ _ 72 p,s.f.A.S.D.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 far 110 p.s.f. REPORT.PDF for HVSA working in unison.See sheets 7,d1 and 20 Created by Independent Third Party:Yes respectively of installation drawing's 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:HVHZe No EL384R9 it AMERICAN SHUTTER SYSTEMS A5SOC ING Approved-for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes - SYST.PQ Design pressure:N/A Verified By:AmericarrTest Lab of South Florida inc. Other:Large missile,Max:16'-0"span at 30 p:s:f ASD load Created by independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules an sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AF AMERICAiy SH(ITTER SYSTEMS ASSOC INC DRAWING 17-1Q6 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes . eaxt ,. 'Qntact US;:7601,11•1a1r Stone Roail,'rat4vhassee R 3],i o--,e:950=49?-1874•. ,. Tae.State at Florida is an AAJEEt7�emPtWer,Geo ht 7007-7013 State of 6k>yta,:::Ptiivncy Statemant::Accessih0ity Statement:;�pafund Staterrenr 'finer Florida Taw,emait addresses are Put4ic mccuds:If you do not want your a=.map address mieased 6 mspa-w m a pubut-mwds request,rto net send xtertM.iC naal to this entity,instead,contact the ow"by Phone or by tn33itkmal mai!if you rt3se aoy QdestFeriS..g:tase cot:taet$SQ.GST,:345.,vPuesuani to Setkicut.155.2?5 OVI'lorfda Statutes,--!ective Octotter 1,::2012,6censeC'S licensed under Chapter OSS,F,S...misc provhe tn3 Department MCR aR et.alt addm5 tr thty have one.The erhaas pmvided may be used for official tsanmuniwtni wqh the ha+.resre.:Hawever erose addresses alt put'b'c record,it you do o;)t lusts to supr.°y a pemonal address. Pease provide the cepartmeat w an email address which Can be made availab;e to the RubliZ•To determiaa 4 you are a.t cmee under chapter 455,F-S„P:eo" .click horn, - Product Approval ACCeptia = GENERAL NOTES: 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PEED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 20t7(69,EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN W04D LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE;FOR A BASIC WIND SPEED REOUIRED BY THE JURLS01CMCN WHERE SHUTTER WILL TABLE OF :CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 .AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1-niRU 15, i9.&m IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADSDES C7& �A BY MULTIPLYING THEM BY 0,6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-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 WITH SECTION 1609:1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE 8c WINDOW DETAIL -LN BLADE tO+ 40214.01-03,#0715.01-03,81004.01-05,#'1214.01-05,00317.02-06,#0609.01-10 AND 00210,01-11AS PER TAS-20t,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE 6)AND HV WINDOW-..BLADE ( AND E-1996 STANDARDS(MISSILE LEVEL 0,WINDZONES 1, 2&3)&.01220.01-10 AS.PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q 0505.01-08 AS PER ASTM-E-1886 AND E-1996(MISSILE LEVEL_D.WIND ZONES S,2,3)BASIC PROTECTION ONLY AND 4 0725.01-88 AS PER,TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE pi AND HV WINDOW BLADE Q ARE ENGINEERED To WORK IN UNISON WITH,EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS-OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 1 BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#/4x2.75'AND 414x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 160 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH.BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS;REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST.BEAR THE HV MARKING ON THEIR READ. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2'AND 3. MINIMUM YIELD STRENGTH FOR 6063-T0 ALLOY IS 30.0,ksi AND 3517 ksi FOR END CONNECTION DETAILS 1-6;CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT'COATED.CARBON STEEL AS PER DIN 50018 VAIN 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLACK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILUNG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 0.BOLTS TO Be ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFOATTONS:HV BLADE 0: 12,13,14',15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 FIV BLADE &Q WORKING M UNISON; 12, 13& 15 INSTALLATION.DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12.&X,WOOD SHEET 18 a.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT$6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT$5'456,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9,IT.SHALL.BE INE RESPONSIBILITY OF THE CONTRACTOR TO:VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SEAL/CAUf.K �'EB-3 WINDQ�[ BLADE. ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN.CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNR.MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR.OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: W WINDOW BLADE I ONLY CENTERMATES AND ENGAGE OR LACK ALL HV AND HD 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 WALLS SHEET 20 PLACED FOR EVER[.OPENING.LABELING 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 THIS DRAWING PLUS ANY BUILDING.AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER a GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDITIONS omm FROM THE P.E:o. '(b) CONTRACTOR TO BE RESPONSIBLE.FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING-LIFE SAFETY Of THIS PRODUCT,BASED ON THIS P.E:D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTTON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBTUTY_ OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE.P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER To THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF INE PROFESSIONAL ENGINEER,OF RECORD THAT PREPARED rl. FLORIDA BUILDING:GOOF(Non High Velocity Hurricane Zane L1F11�V"- .. JJ' "r 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. �,,,�.;� BERTHA HVTM a 1!. E C O N . Q. .&„A,. Accordion Shutter System 1 H.v. #1 w/L7F2 w/o�.v v,thmrnN�AwE G American Shu"er SySiems Ct.N DESCRIPTION DATE DRAWN BY: Lc. Q000 AA ♦ TLLUT TESTtNG & ENGINEERING 'COMPANY q Association, Inc. T OLD 15-08507/27/17OATS: 07/27/17 \ 6153 N.W.36N.SL Ste PS.VIRCItM CARODFu,FLaAM 3116 \ 4258 Westroods Drive 2 weft �r tir ► P a�.:ts)B71 1536.ra :(a65)s7L-1ss1 DRAWING Lao —41:u1111-0-1— West Palm Beach, FL 33407 s � tiJ/�7 .�S1pNAl SS`i�t�e WER h ALTtILUT Jr.P.E. 4 nARIDA Uc.4 44167 'S. SHEET' P E. S4F'at/�StGNA'URE/DATE D I OF 20 [S'o.FOR N4V00W 6o E.Qi s • VARIES j 4 1" D 0�9L \t o ri P' A.4 _ 75s1HV 90'/180' STARTER �i HV SOLID BLADE SHV UNIVERSAL. FLOATER QUAUFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE Ytj HV BLADED HV DIRECT HV BLADE 1 1A HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE t7b _ 6063-T6 ALLOY A TEMPER 'j Y4" r 6063-TG ALLOY AND TEMPER 3 tsa4' �1 (�) .670' yb 2.670' .670' .226" w 072 _ 642 a o " ,.8�7�. .8 5' .92'_ hI .HV ADJ. ADAPTER W/LIP a.a s" E112 1.T7' 0.472 °' 72' ( HV WALK—OVER,TRACK _ .226' QUALIFIED FOR USE wj NV 6 �V AlJ. FLOOR 7R CK BLADE 10 QUALIFIED FOR U(�tE)E W/ HV HV TRENCH TRACK 055. 3, - -6063-76 ALLOY AND TEMPER BLADE I OUAUFtED FORUSE W/HV QUALIFIED FOR, USE W/ HV '6063-T6 ALLOY A D TEMPER BLADE 01.ONLY. � HV ,RAIN,aG A,RD BLAD1 5063-T6 ALLOY AND TEMPER QUALIFIED FOR U IE W/ HV 6063-T6 ALLOY 4 D TEMPER VARIES1915;, ,oI •9 - BLADE 1 VARIES. 1.936' 6063-T6 AL{;.OY A D TEMPER M¢x; • 1.917" .. o o ax. � m m�rapl X083' rl.1 c—n m>am: .46t0o• p_03i.. " 093 ..oar .093 .72 7 � .1000.0067670 65' .0- 93' 9•on_ 1670 ! , Cl HV HEADER/51L ��3•ssa• 11 HV CEILING HEADER C� / / {}� 13 HD CEILING HEADER/SILL OLTALIFtED FOR USE W/ HV BLADE�1)ONLY, QUAUFIED60B3 T6 AILpY AND BTE�AIPER"•'ONLY QUALIFIED FOR USE Wj HV BLADE 1� �'4' }34 W�LL_ELF> .Q�ill Sill SEE SECTIONS FOR VALIDITY SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE Wj FIV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND.TEMPER . COMPONENT A B TI T2 I X Y L M.'1 X Ad1L.Y MN.L - I ( 2' Y 0.125" 1' t- .082• '^{ 17 2' 5-MAXI 1/8' 1/8- 3' 3• a:090 1 ! 18 2` �5"MAX,,I 0.192 O:192" _•••• 16 S16E ANGLES I 200 CORNER POSTS ALUMINUM ANGLES 19 2:5" 7'MAX:o.1sa 0.190' QUALIFIED FOR USE.W/ HV � UAttFT£D FOR USE 11/ HV BLADE DT QUAUFIED FOR USE Wj HV BLADED 6063—T6 ALLOY AND TEMPER BLADE(1l ONLY• I 2' 5"MAX. 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER Aiva��P FLORIDA BUILDING.CODE(Mon High Velocity Hurricane Zone toil"�� }y - 82017 TLLTECO,INC. (02017 EASTERN.METAL SUPPLY.,INC. ' f/�/� © BER A HVIM TTI L C Q,N�. ,. . .I'7G. Accordion.Shutter System / REV. H v RADE#1 w/OR w/D itv.WINDDW BLADE iILUT TESTING & ENGINEERING COMPANY ATT18ttCah SiTGtigr Systems EV._N DESCWTiON 'DAZE DRMN 9Y: L,C. { 8355 N.W:381R 54,sem.105.41HGINU G4ROQ/3..E1Gfi?4 JJI Association Inc. 1 OLD I5-085 7/2711 DATE: 07/27/17 OF � Phone:(:305)871-1530.1-:.(305j67T-1531 4268 Westroods Drive 2 DRAWING No tllte Iowx0 West Polm Beoch, FL 33407 s �s�hy fl E970006719 17-17 a - - RS J••"' (� ` 1t WALTER A.TUJT Jr.P.11/ FLORIDA U..#4P.E.61 S 'JH[EF P E l MATE s. 2 OF 20 4 76 0 .3 y4` MT LEAD IHREA3ID HOU5NG ENaNEL 5/4'^40- vkwEO THREADED E GIST jI � 0• 1 pm p .. I °,h0.' �t ryyb (2 11P.316 a;� „BNCN PA'NifO - o oopp� o m�i ` - °• L_ Y a "' CL GRESS TU -03. MINDER BRASS CYLR10ER N* ��t4r I Ai�•. N vi . 8 KEYS(GNROUE (CNROYE PLATED) 21 HV CENTERMATE ems a PUTED) QUALIFIED FOR USE W/ HV BLADE&(B ONLY I HV AATING CENTERMA' s: )s2s..� - V C HV EGRESS LOCK 64b3-T6 ALLOY AND TEMPER QUA !EO.FOR USE W/ HV BLADED& IA.ONLY �^ °4.•_ 3.023,�„ y,675',+ QUALIF(IEO FOR.t35E W/ HV QUALIFIED FOR USE W/ HV 6063-76 At AND TEMPER �� �/ (;� _M GLADE& ONLY. BLADE.Lt`t& ONLY. QUALIFIED FOR USE M!/HV BLADEUI ONLY 250"D.O. _2674' 6063-T6 ALLOY AND TEMPERt8' P1A4t7READ NL . 7 7- C 6?2' 045" 2.• MOLDED TO r• v I .. 5GREW 79' 7 3" • a 110' 7 o tiZ mi' A n -:360"AFTER RVEtING 2 1/4"9-205xP3/4" DEFORE RN.-TING h �� $I '^! ry �• t S.S. THUMBSCREW 1f4"O—.20 RIVNUT* *SERIES 9444 ALIPANUM.(2024-T3 ALLOY)LARGE FLANGE THIN 76g __r m m I SHEET NUTSERT PART f 0820,AS MANUFACTURED BY AVOEL pLN: "� FRONT ELEVATION CHERRY it]00RN pARSippFHY.NEW JERSEY 07034 OR EQUAL 2: �,,Qi CKERFOR "'[" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ! ONLY Ci V FEMALE "T" LOCK CENTERMATE � HV "T," LOCK � �V ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR.USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADE fTONLY QUALIFIED FOR USE W/HV BLADE ONLY W/qy ©LADE(t ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' .2 �5• - I m f— Tim i ➢ (��Qt, -THUMBTURN d` 053" v a '�' 03 I L II j--L! CYLINDER OR ( 214 1 ,, 083. .062" 214_ Lp W'14. �/- KEY CYLINDER .545* 1 tR 0.875'Mn..n o 00. cll m t .125'M... 31 CE W NOL GRODS�? DC A 1 RD m a o QUALIFIED FOR USE W/ HV BLADE 1. & I�A QUALIFIED.FOR USE W/ HV BLADE,:t) & 1A C i 6063-T6 ALLOY AND TEMPER 1t ao4' - r 6063-T6 ALLOY AND TEMPEP. n cQms VARIES, 12`MIN. QUALIFIED FOR USE VA/ T BLADE T.& to tJ4'1-20 59.OR 318'1-i6 L 30 6063-T6 ALLOY dNII TEMPER 1 i.-- I ACETAL THUR85CREN5. t1/2' - "FCYLINDERRN (SEE ➢a _ OR KEY 57 Min. CYLINDER 8 I"OCKING RODS ua r m I-,375'0 1/4�v � H QUALIFIED 606 FOR USE Wj HV-BLADE) 6 HV 3/8"0-16 ALT^, AL ( HV 1/4" —20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK EOLT LOCK. 6065-T6 ALLOY AND TEMPER `+' `fir j���5 INSTALLATION WILL REQUIRE A 7/}'6" HOLE THUMBSCREWS ERlE$ S.S. THUMBSGREW� QUALIFIED FOR USE W/ HV $tADE & DRILLED AT TRACKS FOR PROPER EMBEDMENT OUALlFIED FOR fnL Y HV BLADE QUALIFIED FOR USE W/ HV BLADE] FLORIDA BUIL➢ING CODE{Hon High YEsIOc'rty Hurricane Zone 1Hii7 GTY A. !!t r�nl. 02017 TILTECO,INC. *2017 EASTERN METAL SUPPLY,INC. ���' CEN BERTHA H TM �. E c o N . S A Accordion Shutter System a A■ ■ ■ � RV. #1 W/OR W/o KV WINDOW BADE T American Shutter SystemsEv,R DESCRIPTION GATE DRAWN BY: L0. TiLGT TESTING k ENGINEERING COMPANY Association Inc.. I OLD 15-085 707/27/17 ' 'tl STATE�F rw °355 R.W.. SIX St SI..305.YtRCWM.GM4D45.ROR4JA Mitt +. /27(T DATE: 'Q f 4 ,, Pnon1:(305)071-1530,f1:.:(305)971-1531 4268 Westraods Drive 2 - DRAWING No G3� F-,rye E��w�, 1 al:t1t.t*0.— West Palm Beach, FL 33407 3 17-107 ^ �7 e V R i4 x-V %k E8-0006719 4 [S ��f,4 'o wALWA A.iILUT Jr.P.C. /0 e` is' ri FLORIDA tic.g 44167 5 SHEET P.E. SEI [6# REfOA1E 6 3 OF'20 SHUTTER ASSEMBLY SCHEDULE FOR ��✓.-..._ � --HV HV �1 (/J"O�J 3/N..p 113. I t2•TOINE,PCE a HV BLADE , 4 E4GE ,j{ .187;1 C .0825 1{ j BLADE .0625' UFM x-. .0628 .0&25• HV BLADE 1A ( I[ BLADE'S "e OP`NIN .0628' .1675' Y HV LONG RECESSED NYLON BUSHING 39 ;o6 " (�. KNUCKLE 0.06 aS HV SHORT RECESSED NYLON BUSHING crfp} - c r NV NYLON HAI WASHER Q OR (a ,• cM W a i ,ywr D RnoN RaR B�.�so➢� I` y t : I f 3750" q7 HV WHEEL CARRIAGE AISI 302-303 SERIES I I 145y 40 i ///2.8750' X 0.870"x3/i6" THICK NYLON WHEEL. CJ �' ��L�-�._ Nt 2 7/e"MIN. ry wlNoovr . l z. 3S5'0' CLEAR - o3.0 0.18CO AISI 302 SERIES.S.S. RIVETS - 1 I f 5 8�NN .o6zs'_ , 7.7500' � _..f �-.062s' �.5' HV i 3j4"ACCORDION PIN Wj 8 HEAD * EXTERIOR ( ;;) o OPEN,NGS oN C-1-B; „Y_v �3 HV 2 3/4" ACCORDION PLN W/ 'j8 HEAD * — yL 41 .47 '@ 2,CLEAR /+" cx1eR17oaDnwuxm POLYCARBONATE IMPACT RESISTANT HV WINDOW sFN TYPICAL HV WINDOW BLADE .�1 AND POL)MARBONATE HV WINDOW DETAIL {�5� G}.OR or .43 N.r .. �- (SEENOTE TtlR I ® y i 'RE( IREMENTS} + I ( OR PQyYChRLiONATE IMPACT RE ,LJT HV WINDOW f I BAYER MASROLON 3103 POLYCARBONATE I I �- I C. RESINS, UV-STABILIZED GRADE OR SABIC TO BLADEME INNOVATIVE PLASTIC LEXAN 103 RESIN * Y I ? \1 (SEE NOTE "F" ON SHEET 19). liv� ij 1 � j 0,0 IN 0EQUIREMENTS R'a ! a g (1) HV.PIN 1@ SHALL ALWAYS BE USED AT ALL EXTERIOR i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR i l s i POLYCARBONATE SOURCES FOR NV t BLADE. II ! EXTERIOR Q TYPICAL SHUTTER ASSEMBLY "` P,AT N.T.6. y r1r;CAL PROP0"" STANDARD m a ane AaA M .',HV PIN 4U2 OR TQ AT (2) HV PIN (g MAY BE USED IN LIEU OF (D AND ONLY AT E1iT R[OR BLADE'S KNUCKLE, 8ltSNll: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 90:324 (SEE NOTE * FOR SPECOC GRxnrr ASTM 0792 00ts I>t' 0.07371(07 BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. .0411" 3 REQUIREMENTS) i I , ASN 4638 9400 P.s3. 9x00 a=s. 1YP: t FLEWAL SIREW)f AT VEW - ARM 0790 12500 P...'. 13.403 p (3) HV PIN 1@ OR @ W/ 1/2" O.D. 1/16" THICK' S.S. WASHER' 4 4` i I i rLEzilRaL u0oMus As,u 0790 347.090 375.707 vim. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j i RR ¢00 ASMIn 0zse 1e n-IcAe 7 -m/n SHEET E 918=CH.RM2EBIM WHEEL CARRIAGE DETAIL MTESMOosnxm ASIVmKC ASTM 0x747 ns, C-1 S MAX N.r.s. ASSES MBLY LAYOUT �10NMON Assn 0+229 10401 980 F� 71:Y.'. Y•T"d awffi ASTM C.?SS TLNSRE S7FEN6,M 07M WVWaKO?0 ASTM W6 8392 P2fb BCWKai. HV BLADE SOLID & fA HV WINDOW BLADE DETAILS `SRES5.9£fO�E wEA M04 G' AsM 835 8461 P..l 88w PAI. N.T.S. $Att7A10"111- FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone sm2D,7 n«Co.INC. 02017 EA- RN METAL SUPPLY, INC.BERTHA H TM A. '■s�.A■ Accordion Shutter System T L 'E C Q 1 FI C. H.V. MADE#1 W/OR W/O RV: WINDOW BIADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems TV.No OESCRIPRON DATE ORAWN BY:. L.C. (J JQL 6SSs NW.Jbih St SL,..305 NRCPIW'OARDQiS,FLORM 33+6Association, Inc. t OLD 15-088 7/21/1 DATE: 07/27/_17 ° 426$ Westroads Drive z DRAWING No � Pfians:{:a5}B7T.,53D rai:(305)875-T531 s 6 tt a-mW:uueeeoea.eP n West Palm Beach, FL 33407 s SI Q�JJ;t y ,1+ EB-0006719 !7 1 67 WAVER A.TI LUT Jr.P.E. 4 TSARIDA Uc.6'44167 5 SHEET' P.E. SEAL/SIGNATURE/DATE e 4 OF 20 *NOTES ON HV LOSS AND CENTERMATESs A a c C u n s t D � �.� 1,MMDATORY CONDITION It:ONE HV LOCK 6'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTSER SPAY FOR SPANS UP TO'SOS".AND FOR tNSi TIONS AT ANY ELEVATION.HV LOCK �r MAY B£USED A$AN INSIDE OR OUTSIDE LOCK,ATTACHED TD(Z77 OR C£NTERMATES W/(2) 1/4-0-20 x.1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _ TYPICAL SHUTTER:ELtYATION. O 2:4�. p ¢N it:IF DESIRED FOR eETTER PERFORMANCE OR FOR SECURITY PURPOSES UP TO TWO FN 16 0, '0 CK�S 50R INDICMAY BE USED AS ATED ON NOTE (t}INSIDE OR DR.OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES LOCATION OF LOCKS SHALL,BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. QFM CONDITION #2 OND ONLY WHM CONDITION#I? USF11 y/TWO H.V. LOCKS} LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4+xiRS 16 p 5O oq I�; --a'2Cs BE USER IF QES)RED TO ENHANCE SHUTTER PERFO MANCELOCKING RODS:0 OR AN ALTERNATIVE DEVICE .. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 3 - 4, i2:ONE HV LOCK® d�`wr° SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. tIV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, O ATTACHED TO�CORNER CENTERMATE W/(2) 1/.40-20 x 1/2'LONG FLAT HEAD S.S,MS,TWO LOCKING RODS . AT TOP&BOT70M SHALL BE USED. LOCATION OF LOCK SHALL BE.AS INDICATED'ONTYPICAL.SHUTTER ELEVATION. �$ HooC-HVC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES-SHOWN ON SHEET 12, ONE ALTERNATE HV LOCK. MAY BE USED iN t9EU OF iIV LOCK or't FOR ANY SPAN AND 5K= 92 I. - INSTA LOTIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED A$AN INSIDE OR OUTSIDE LOCK,ATTACHMENT `J 3• L= 1 ,� OF 1/4'10-2023/4'S.S.THUMBSCREW TO C OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4-ALUM. RNNUT AS SHOWN ON SECTION HVE,SHEET S. ONE LOCK SHALL BE USED,AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER-SPAN. 6,'MANDATORY EY _CONOITION'.JA FOR KEYSTONE MO ONE HV LOCK @ or @ or @ SHALL.BE J USED AT 1/2 OF SHUTTER SPAN FOR ANY$PAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP / T0,.96'.AND:FOR.INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or or @ MAY BE USED AS-AN INSIDE.OR .. .- l OUTSIDE:COCK;ATTACHEJ3 TO g,or_0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. :SEE END V_Csl� ' OMRS. LOCATION OF LOCK BOTTOMS LL BE S INDICATED MANDATORY. SHUI'IER;ELEVATION;USE OF:LOCKING RODS'0 W/ DETAILS ON CONNECTION .D F 188 TTYYPS.1F°ULL 1t *NOTES 'ON HV "T" LOCKS AND �CCENTERMATES: HEIGHT. OF CORNER 1 °HL""tF° SECOND&MMNM TO it VALID ONLY FOR W'r LOCK 6ND MMMATIES a AND CENTERMATE f;ONE ALTERNATE HV'T'LOCK 0)MAY BE INSTALLED IN LIEU OF HV LOCKS"OR .FOR ANY SPAN AND T�ca�a+ 5�, ae$�ax_I(?. w TNSTALLATtO�!AT ANY,ELEVATION,AL7 RNATE LOOK®�.j.IAY BE USED AS�AN INSIDE OR OU SIDE.LOCK.ATTACHMENT 'L5' lJ \.,7 V OF LOCK QQ INCLUDES USING REINFORCING LOCKER^x,17 ,A$SHOWN ON SECTION HVG; SHEET 9.WHICH MUST BE T O*:l©oH 0.:13 tiA 1 1.r oa - CONNECTED TO CENTERMATES 0 AND P1 W/ T/4'P-20 x 1 1/2'LONG S.S.THREADED BOLT-W/�7/8'0 x 3/32" O.@ -31 - �, ,„:,. WINGNUT OR W/ 1/4'4-20x1'S.S.M.S.INTO A 1/4'Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 -1 7'°v 6 `(7)• 1g)0R MAXIMUM ABOVE AND.BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND, BOTOM IS MANDATORY. ,3 19 @ ,� *NOTES�ON Ha LOCKS &c ERMATES: I. HD nr=1 IN W!H CEWMRMA?�t 0R 3 W/ r ONE ALTERNATE HD LOCK MAYBE-USfA TN t1EU OF TYPICAL () HV BLADE SHUTTER ELEVATION' W LOCKS 2'OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HE,LOCK(B MAY BE USED NTS. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HO LOCK OR)TO E„3J.IS W/3®8 x 3/B"F.H.S.SM.S.,AND INCLUDES REINFORCEMENT INSERT>q AS SHOWN ON SEGnONS'HOS-HX AND NDC-HVC,SHEET I0.:LOCK MAY Be INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR'ABOVE MIDSPAN.USE OF LOCKINGRODS @,,IS COMPLETELY OPTIONAL: Tar.r"�ns•"•� FLORIDA WILD11N onHigh Viqlooy HurTiCarie Zone, T111,��r•„ �r'« 02017 MLTECO,INC. LPr12017 EASTERN METAL SUPPLY, INC:. V •+ r, '•1,`4GEP1tiSs '.y✓p .__ _ BERTNHVTM A �+ �I► /� Accordion'IC?IiLitit,,,liltl r y$tem .X17 r+�SAN 13v annE,fit w/OR w/o KV.WlmcAv eLaoE American Shutter Systems .-H OESCROnCH DATE DRAt1H,sr LC; TILL.IT TESTING & ENGINEERING COMPANY ?a Assoctation, Inc. I OLD 15-085 7/27/1 DAM 07/27/17 A '�•4 \` 6355 NW,36th St $W.JOS,WRWNA'eAI1OM FLOROA 3314 ,. - I� Phony;(305)871-1530.Fo :(305)871-133t 4288 Westroods Drive 2 DRAWING Na �1 �r♦ e .0;47faecooo0ad.eom West Palm Beoch, FL 33407 s sv/ � 4t15 B 6 WN.SETE 1, UfrJi..RE 4 7�i O7 • FLORIDA Uc.:/.44167 5. SHEET P,E. SEALj51Gt�iSTURE/DATE; 6 5 OF 20 r...-CONCRETE ANCHORS. POURED CONCRETE POURED (SEE SCHEDULG ON OR CONCRETE,BLOCK POURED,--\ CONCRETE REQUIRED 1/CIONE CRE S.S. CONCRETE REQUIRED 5t1E 13) i,--.- CONCRETE ANCHORS ''/ 1i14 SCREWS R£QU1RE0 i0R �,r / (SEE SCHEDULE ON W/ t/4'-20 ` lT _CONCRETE ANCHORS / 1©18 5A LYSTONE(SEE uOUNTwo,®oN sheer t) i 1 .' / J-SHEET 13). 4NUMS®12"O.C. ( `r (SEE SCHEDULE ON SHEET 13) � / ./ EQ''j''EO MACHINE'SCRCWSEOIUSING 1/4'-20 NUTS 1J2,.a 12'O.C.* ( 1/ .250'Max. j'-�' OR 13oR 1$1 / / I f fiy f i EDrwf .250' E 6`' 1 :23p'MOx. '.'- I Max. EJ OPTIONAL �.:' \-oP1wNAL. If71's`P,VNiIa1 T+ ; ; I L541EUAE Ou sf�7 �! ' .MIN.SEPARATION TO GLASS t 1 „FOR eUOE�Am TT 1 {)R 1 EXGLASG I pN SLEET to FOR I I, I- G i. , GLASS-"`r-.'..".-(SEE SChEDULE ON SHEET 11)"� ' EXTsmD.. H/ of lg MIN.SEPARATION TO GLASS GLASS_- v _ "`(SEE SCHEDULE ON SHEET il) �I r EXISTING CLASS— HV LASS - `C FIV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KUS„TONE EXISTING ,) - - !� MIN.SEPARATION TO GLASS GLASS, aA55(�J. I I 1 OR t1�* I I 1. FJOS'RNC {SEE SCHEDULE ON.SHEET 11}-”'—' I 1- MIN. SEPARATION Tp CIAS5 GLASS ' SceETItE aN sexT , (SEE SCHEDULE ON SHEET l l) J H tf FDR 8tlt19 A..19 n , I t 4 � �I wm M 3 0) o EXL5TING i t OPTIONAL t;tkS5--I jjy1}j 1 ! ,E.D ' D*x, Max, OPTIONAL. i i 1/4-Max. 1.- "'7 1.3 Da 1$. EQ E / 2 Ge 14 ' J t/4"a-zpx3J4`5.5. l ,�, PI', TRUSS HEAD Lz ', / 1/4'o-20x3/4"S.S.PHILLIPS 1 EQ EQ MACHINE SCREWS USING r ,` CONCRETE ANCHORSTRUSS HEAD MACHINE SCREWS \-CONCRETE ANCHORS - 'h 1/4'-20 NUTS 0 12"D.C.. ! (SEE SCHEDULE OtJ W/ 7/4"-20 NUTS M 12`O.C. ' (SEE SCHEDULE.ON SSHEET 13) I f'�/;r,. - POURED CONCRETE—CK SHEET 13) Min. OR CONCRETE BLOCK OR CONCRETEBLOCK./� ,^- /'-�--s 't>'"' ' .< �.ONCRETE ANCHORS. REQUIRED MALL REQUIRED HV WALL SELL INSTALLATION (s£e,scHE'DVLE,oN (J LSV WAIL S INSTALLATION POURED CONCRI7E SHEET t4) OR CONCRETE BLOCK WALL REQUIRED /cl HV WALL. SILL iNSTAL,LATioN ttOTF FOR.COMBINATION OF E'4 CTlOt2,5: �•:J _ INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL.SHUTTER rt E.D->s EDGE OtSTANC�S.EM&13) 4/ SEE LIMITATIONS OF USE FOR (��j BLADE/� —^- 2- MO LY SEE SPECIFlCAitONS AeI.AT)Et ON SHEET 19 111. H V DL/1DE2- MOUNTING SECRONS CAN.6E OOMBINEO ( '�1N.ANY WAY TO SUIT'ANY INSTALLATION. J�� ��k Tf tz, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 042017 EASTERN METAL SUPPLY,INC. `,,1 . ,•,,,V C(ys .✓�. 02017 TILMO.INC. BERTHA HV,. aA � A Accordion Shutter System /7,L E HV iltC. i i i . aaae#1 W/OR W/O KY.N1ND0°✓.WIQE' 'American Shutter SystemsEV.N ..OL'SCRIPTION DATE DRAWN BY: L.G. "TILUT TESTING k ENGINEERING COMPANY r� (O p� ty14+5 Association. Inc. 1 OLD 15-085 ]/2711 OATS: 07/27/!7 sass N.w.3su.s se aa.MTxu cAROOs,ttaaw aa°a 4288 Westroads Drive z (305)871-1531 DRAWING NO -61: 1:OOOSp19°4P West Palm,Beach, FL 33407 s _ ,�7.._.,� 7 !•!ALTER.l BLOT JJ.P.E.. FLORIDA U./.aat87 5 SHEET P.E. SF-AL/SIGNATURE/DATE '6 6 OF 20 CONCRETE ANCHORS u c:rPAPRaN ♦ t ".SLPARAROIN POURED i OR r 1 10 GLASS CONCRETE (SEE SCHEDULE ON SNEET 13) r J MICLASS(Er EXISTING r w. SCKMLE O I I REOUIREO EDGE OF ''.it FCF RUE(DAaO GLASS--{ I 'Nw tt) r ! =ID'. N S4Ef 19 TW I ro CUSS I I r'�/f rr' i f D�-'� / APPLICABI LE EXLSiING B' me CLASS '� tr) 1 7AL77 IE) SCi CtCLAS 1 1 _yrlt)rJ/4 HEX WASHER HEAD r 1 S oR;.}3 aR 1.5 JJa•`Nlv. TEK SCREWS 4 12'4.C, I v'r J f / /• .'!�' EDGE OF CONCRETE ANCHORS I r f'f .I�' / r'rr,�: APPLICABLE 1?;.- t (SEE SCHEDULE ON SHEET/3) N ,.r{ E q � r' r r r .'r r f r IN II I fit.•- 't ' r( / ..,!! s,r.•f r/ /r ---SQtAB FF 1,1 r:f ✓f f°:r/fig ;; : EXISTING OF....--N r r ft r ! GE 0 i'tf f r _ ._.:__:J N r f• f i' �' ,7 { ' APPUCABLE f J '"'-f ./ '` / f/i I,, X5/2 1 r EDGE OF r SLAB IFJ,9 !' SLAB IF i YN SeA?AA1N APPLICABLE r.'r 0 E Q J'' r 'r/ APPLICABLE POURED POURED. FLAT HEAD CONCRETE ANCHORS I TO OASS{S� l i f ! 3r r r. / , r E 0.* CONCRETE. 50�taE'CN OEb7 ,,,. ✓,. f r /, el,t ,rr ,r�.i r > CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 74) I7 M SAM ORD t �; 'POURED REOUIREV FLAT-HEAD CONCRETE ANCHORS ON sf<t is FOR T OR CONCRETE ��--�••--�•�--� HUMM&p RECURRED j---E.or D.• (sEE.scHEDOLE oN;sHEET T+) 11 TENCH 11�,STALL,ATION �- VALID ONLY FOR UP TO +70, -75 PSF A.S.D. OHV •WALK-OVER INSTALLATION. DESIGN PRESSURE RATING dt FOR SPANS.PER HV CEtt:1NG INSTALLATIONATiON HV ELO R INSTALLATION t SCHMULE #3, SHEET I EXF'RNu 5_�..•.-.- u7L sPARAnoN .' I - - CONCRETE ANCHORS 0.M•SLS T,/t�''lu - _t (SEE SCHEDULE ON�J CN y,w It) I, SHEET 15}. !' 1!4.0 AlNh`KED T EXISTING s -r•--••---. iEOu�OcnGi OR iIs01+ Ve 2 1l4• EXISTING-moi EXISTING NW.SET'.Mt TO IiAtS� GLASS-•.I. FASTENERS TAPM Nla+ats W/ I. GLASS -ILsm:s+uaAc w=L ttl t --`J urt.rrA.wlc+..ro i a/4 Lo agmtmvt o e' MAX. .. 04 FOR UP To 6-0'SPAN AM .. D i i i i I {�}�.}6 OC FOR SPANS LARGER THAN 1/4" t ' SFttfttf ATS E`!FTlN'iA5TRF-9 N0T 7ffR7Y.� I A D* MAX 0x3!4-HEX! p.r'r ,r s E�ri LnarA 3/8w* rMAx u j 3 OR. T,$ + 1 - WASHER 7fEAD,,,jS`/_ r > , . I - ILK SCREWS r t` , colli.sEAwrt _ !!f# 814x3/4• 'HEX tEAD�'' - - i j3j8/ r I i ! .:TEK SCREWS®9"-D.C. I 74x3 4"SIDS. _ _ �tl4'P-2bxJ a 5S uS OR t!4'D-20 5.5.1d.S. t CQNCRE7E ANCt1GRS Y _ _ 6 �� [-3J ! r ;_ t I 17.tf4". �.t, . ,F U+iNO 174'a-,2O-eR7L9 W/NUT®D 0 C. SHEESCEET 4'6ULE ON ,; ;T / 1 @ S- 0.C. i (,N, •. .+%i!r... O 12+O.C. r I —y 17!2 f TRM'Rak .._ I T7OR is. .. .} :Z '�',/ r' I ODRATwE 3 �' IX15RNG NON 5 _ � 1R C r ., �' /r ) 2.00:MtN 5 EDGE OF` i ,+'. "r 824x3/4"F.H.S.OS. MIN. LA IF --..1 r/' !.' ./ ..::POUR7A CONCRETE M 1'7 8: >f f ..APPUCABLE ®B"O.C, REOLIIRE� 17 R18 , ! ." CONCRETE ANCHOR$ E NOTE T3(b) 4 .. � J f OE SEE NOTE 13(6) tii 1-•----ED. POURED CONCRETE (SEE SCHEDULE ON ON SHEET t POU D CONCRETE ON SHEET t •• _, {. 1 ,_-_ '- -»'�E'Qr' L:--�j=-••a OR CONCRETE BLOCK SHEET 14) DR:CONCRETE BLOCK .REQUIRED Q_. EYSTONE MOU�2TtNG tNST LAT(flN DPTIONAI. POURED � NAXOeW'AS.O.DESIGN.PRCSSURFk+64.-72"pel CONCRETE / I WALL FLOOR INSTALLATION. © IjY WALL WALK-AVER INSTALLATION E6t1(WUA!SHlIT1E!{SPAN 6'-0• REOUIRED HV RAINGUARP .INSTALLATION t >a: t THIS INSTALLATION SHALL BE - C'4IF FOR. MAIMATION OF SECTIONS ¢ E,D. EDGE DISTANCE REMOVABLE WHEN PERFORMED :A1}dACENT TO AN OPERABLE MSEE L9dITATtONS OF USE FOR SSEMBLY SEE 4 FOR TYPICAL SHUTTER OR SPEC9FTCATtONS ON SETEET l3) OR ENTRANCE LADE TA ON.SHEET 19 AINSTALLATION DETAILS W/. 4) HV BLADE ASSEMBLY 2 MOUNTING SECTIONS CAN,—-- IN ANY WAY TO SLUT ArTY INSTa:LATION• 00,AiTi A. FLORIDA BUILDING CODE(Non High. Velocity Hurricane Zone 1�y '•••'��jE�• 02017 NLTECG.INC. (!9201`!EASTERN METAL SUPPLY,INC. s �+ THA EVTm Accordion Shutter System • AtAwS.A111111Kv RAX#,w/OR w/o KY. *DW WDE SILLIT TESTING& ENGiNEERiNG COMPANY AtT1 an Shutter S5TSt9CnS_ EV. DESOUPRON AT DRAWN B7': t.0 p}e erlc Shu D E G3 Q e Assoclatlon; Inc. i o10 15-085 7/v/1 DATE: ,07!27/77 6355 KW.361tL S1 Ste 365.VdWWA CNDDNS,FLORIDA 3310 a Iw e1 4268 WestTOGds Drive, 2 -' i-1-r•;kl Pbone:(305)37,1-1530.,F {305}R7i-t531 -DRAWING NO S��A►i4L ��NeIL .1-1:BGDoasny'com West POIrTT Beach, FL 33407 4 1.7--107 '• /i/1+AAAAAN WALTER A.TILUT 41.Pr 4 •y' ' FLORIDA Lie.If 44167 � � 5-- �SHEET P;E. SEAL/SIGNATOR€/DATE _ S _. 7 O .20 SEE END WALL CON ILS (} $ EETS 10 A IS SFE NOTES ON LOCKING RODS'(,WV LOCKS'2(D or(2j 'f INSTALLATIONS W Z 1 HV AND.ALTERNATE RV LOCK 0 ON SHEET 5,. OUT 80 I N I /-"EtOSTtAG CLASS **BICE SUCK DUAL HVF IS VAUD FOR ALL // BLADE W HV CENTERMATES � RA{ATES APPUCAMDN W"61ADEa t oa�ov 6 «Q�$�oa,,p«Qoa OR SES END WA -CONNECTIt}N �. EXISTING CLASS ON SHEETS 10 I &00oR(1t(j .@- — -------------- 13 5. 7• s 1/2" 7- (5063-T6 Ai10Y)ALU" OPPOSING SYMMETRYCAL ANTI W/(2) 1/4'o T/�PCON 1/2' OR@-@ ' nNCHO,&TO CONCRETE CENT RMAfES CENTER RTES MIN.SEPARATION (Top/60naM)a #10.3/4*S.M-S:® 12' W/ H L 4'.or t W/ HV LOCK TO GL45S O.C-FLL LENGHT. (SEE SCHEDULE AT EACH ANG (M) i \I * .7G* I� f # Z ON SHEET it) I EX_ „i� OUT * HVC __ HVA FiV6 @oR@-&.0-@'oa(O*Q- rPOUREDCONCRETE OR a.a _ __ _ _ _ _ 1150.Low Q Dt STING,GtAS pQ6UGR D BLOCK VI ALL ALL TxIST1Nc` •®°"�• °'I SYMMETRICAL— _ ^ .I N — '� « 1°R� •Q a A1IN.S PE arinnON___ _ ^} clAss, �"Q Qm� I EwsTlr+ CENTERIVIATES �.QDR, ,��d,�,� TOO GLASS 5 11 4) \ (SEE SCHEDULE .�_ — oa .- _ fSo i. V LOGS ON SHEET 11)MIN.SEPARATION :](SEE SCHEDULEON SWEET T.1) __ _ .,_..,,, -.�_----w—_ ', ACONCRETE. CHORS 0AN__--r_ tii6"O.C..' VARIES! _, C. Nor L >w.('J'O a I��� V UT _ 6 1/2,MAX.SI:ACK OU {5!11... :(EXTERIDR) HV.E HVF"** HVD C✓ r�i'�Arruirsf,,,lp�� ' ,,, FLORIDA BUILDING CODE(Non High. Velocity. Hurricane Zone ..« C20i7 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ,�P ERTHA VTw MIL ML A Accordion Shutter,System E:C C1 r c: . . . H v. eI AnE#, w/OR w/0 V WNDW BLADE ex � * American Shutter Systems w " EV.N D1sCRIPTwH TILUT TESTING & ENGINEERING COMPANY DATE- DPAATI BY: LC. v Association. Inc. i OLD 15=065 7/2711 DATE: .07/27/17 .+.� .� 6355 rcw_ZCM SL SW 305,VMNIA OMENS,FWRw 3316 426$Westrodds Drive 2 Phone:(305)87,1-1530.Far:(305)671-1331 DRAWING No ... \ j1A . of Otecoo L— West Palm Beach, FL 33407 3 s ..... r ,+V.t11 ES-0406718 j.. "' I�7 ltl,�#� WALTER A-71LLT!Jr.P.E. '"'�•r+r rerY�' FLORroA ue.d.a+167 S SHEET 11P.E. SEALSIGNATURE/DATA s 8 OF 20 ALTERNATE INST LLAT ON W H " " LOCK 0,- V LE FE L "T" LOCKS CENTERMATES8 9 LOCKERS W V BLADE SEP END CONNECTION DETAILS ON SHEETS 10 rt 18 INSTALLATION (f) HV BLADE rl-A EI MO GLASS WZ HD "CE�}TERMATES 4UT 1N I j 9uaE4DSLACK MAX nF;iNau1EJ)ON SNEET a. AS WaL AS dHTVERSAL FLOA1.0 GLADE®.OETNL KOO-HM. a 1, ?n&a SO• INDICATED oN THS sTMET.WY 6e USED WIN ms ALTERRA SEE.END WALL CONNECTION PmALunnNOErvLH�csKo IN sN i I S 0• DETAILS ON 5NEEj$ 10 A 18 i O O•��O O �°' {FTG Auar)ALwA. I m i 35* _ * 35 ANc�E w x)1TO/.-e TIKWi ,/s• �. (OPTIONAL) 4 (OPHO.Tu) _________ Ca)tr "t 5�.ul0oirr012' �NEf) Itaala•sJ+.S,0 (_."--- a EACH AS6LE.0YP) ac.nal LaxHr: * IN. IN (4)H.V. nu,�APAPN; PINS(tYP.) S3 7}74. PRi$(TYP.) f , 't5tistNi6r.[ 5 3 LOCK (INSIDE) a' 2 /4` } 3/ ro 5 OUT 31 OR 32 3; 31 aR 3@? 31 OR 3�2 35 - 3.1 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OPTIONAL) *SEE NOTE 6 FOR HU LOCK@. * W/ 7/8"0 x 3/32FiD6—HVE " WINGNUT. (OPnaNW LO.UT }j„Q `• YC ry'LOOK,ON SHEET S. �/ SYMMETRfC L HD C NTERMATES 3�D HV "T" .LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTER,t�ATE5 BLOC �,t���± Y�`� �` CdC!< (INTERIOR), f sF m-—AIJI—u r t v� (2024-T3 ALLOY)LARGE i1ANCE TMN �w/A���an 6(�•��?^^�,m,��On10•®m SHEET NUTEERE.PMT J 0020. j�•`L`f'W�•`L'3��'�w AS MANUFACTURED 9Y AVDa,CHERRY _ THORN,PARSIPPENY.NEW JERSEY /"• ©•O•�w®•O•�.• 07054 OR EOUAL vs Nam m I Nna Raas(D a E(D m oN SNw s [—e— **UNLERS 1,namse MAOEC)WAL HDD-HO-S —O Z-4 w:m mR Au cExt,RwTES APPAL r*N wm+suaE O HDD—HYD** FLOATING -STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone syC+3;. ••�,�,cN 02017 DLTECO.INC. Ce)2017.PASTERN M1IETAi.SUPPLY, INC. BERTHA VTM o. A S ice"► ,A, Accordion Shutter System Ti „ 'i { II_N c, ■ w ■. ■ Kv ISI”#1 W/OR W/O KV.WOW SLAM - cscRLPna TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems y aN aA7E DRAWN 9r: 1„c Association, Inc. ( OLD 15"085 7/27/1 DATE. 07/27/17 O N 6M H.W.781h:St.,$I e.305.VWORIW CAROM FIAUA 3318 ° Phots:(305)971-1830.Fax:(305)87}-IMM 4268 Westroads Drive 2DRAWING No a-moW-6-1—'1 �� aW-6-1— West Palm Beach, FL 33407 3' A !aN�iL Et3� f1i ES-0006719 17•-1 V7 + //AIAt•,tti WALTER A TILUT Jr.PX. ; P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.$44167 $ SHEUS OF' 20 POURED C ONCE U .RETE.. j PO REO CONC 0 REO CONC POURED CONCRETE OR L i 1 \� 0 j`t OR.CONCRETE \ OR CONCRETE CONCRETE BLOCK WALL } ' BLOCK WALL REQUIRED --! \/ BLOCK WALL REQUIRED f•'— r"-I BLOCK WALL REQUIRED REQUIRED .'_.._ / EXISTING GLASS 1 r r r � EXISTING GLASS Ljr � ,✓'.E—. 2-MIN,.r EXISTING.GLASS CONCRETE ANCHOR EXISTING GLASS . _ 16'O.C. ./ _L __ J) �l✓` r t, MIN S N MIN.." f M. r r' "' TO GLASS{SEE c x I ,r ,^`' 4CN.SFPNWION 1 .ttt ,,,° f7.H.SEPARATION ,;i ,�` r"` ;+'` SUIFDUI.E ON SHfFi r`` I�s A.A:'N.SEPARATION EO -ED �` TO GLASS(SEE ` .. fr lf:' fit. t Tc„p Og p1 FOR® /rf i ISCHEDULE ON s#�T i f {• SCHUXJLE ON.SHEET i/16'x3`MAX. It SHEET I FOR } �i. : f•` TO MASS(SEE If FOR FA ADE QAND (6063-T6)CONT. GLADES mAr.® ,r- g1EET 19 FOR ij2. 11 FOR BLADE OW LOCATE AT a ON SHEET 19 FOR ALUM.CLOSER _ f , i� �&Gi ON SHEET t9 FOR (t SIDE � �& PLATE. (LOCATE 1/2` ` 1 eLAnspa�.-�. OF. } AT ETHER SIDE MIN ' OF.& � I 1 �4 USE I'OR 2'MAX. � � l MIN. { . ^.._...._..t N10x1/2"S.M.S. I .-- I. ___.._._-,- (AS,APPUCASLE)x2.zt/8 i0.2 I 10xi/2`S.M.S. 0 to*'D•C• ' _ __... •* c ALUMINUM CLIP ANGLE _ 0 16'O.C. (6063-.T6 ALLOY)pT MlOHEIGHT j 4 J (1) ff1oxT/2^S.M.S.TO @& 1 I Q ---it �' (2)1/4"P TAPGONS ANCNORS_I. fft WALL AT t'O.C.(LOCATE AT } * SEE OEON E FO EITHER SIDE OF®) 'I QR @� I 4/ SIDE CONNECTION �' QR t 1 'OR SEE DECAL x FOR OR� I TO T1z cKs SIDE CONNECTION O1®«©•:O'®".t ��"� SSDE CONNECTION -EE DETAI FO ¢ °M®"'©•�!,/°'®r 10•.�?� a�q a 6 7 0+8 a 10:�)w T0:CRACKS ce a fi..yq^�m 8 10•�^^ Iq+�`a+�.�a�.�a T6 TRACKS t0•�7 ..0-0.9m. 1 q•O8"'®.n�q�. .a 'f 0•:®a Q•4'✓"©.�.m. a.O,�a©.Oj..�ce 6.-(D.0-0.0-0- (0). Oj ,0a®.0.0- a•a © ®o 11 a (g) - .0-0 �••tJ°�V•Qcel'.'�`�a`l':J� O �09®`�A�•®a CONNECTION DETAILC1 END CONNECTION DETAIL END CONNtC116N DETAIL 03 END CONNECTION DETAILND 40 ,i.REOUIREO ONLY FOR SPANS GREATEN THAN 12'-0" POURED CONCRETE OR F, :IIEITE— EXISTING GLASS ' " CONC R DBLOCK,WALL GL S'S ¢MIN VyQ:C: TAN SEPARAZON 'ON.SHEETV ,. R,IEHEBt T9 A F 70 GlA'S(SEE - •11n BADE®1 CONCRLIE - T/2"MIN. - ----1 1 4 '_'� -_ OR OR(qOR3ANCHOR-0 + 11 FFOR BLADE a)jAi2'O:C., ( __ _I EQ 1 5 BLAC S.©&a i OR.1@ } is 1/2 MIN: �' ..,.._ ..--."' .. " B CR(H)OR t OR I` 2"1l1N.i, ,_ 2'MIN; ✓ 9 4 SEE Uf ATIONS OF USE FOR BLADEQ3ON'SNEET 19OR�OROROfk� J15s;L r i 5 i f t OR ®' PLAN DETAIL X V BitI ��©•QQ aQ 1o. a L POURED CONCRETE OR i �ceO6 7(�",®gO-@-Om 110 �ce j,�„©,®� END S L ATIQN CONCRETE BLOCKWAtI 10w�ce© 6 7 1 x 6.7 . REQUIRED -,:'--..0 O CG O O �� (1).14V BLADE OR FIV WINDOW BLADE INTO ©.®«� d�.0,�� ®•�„�,�p�,� CONCRETE. OR -CONCRETE BLOCK WALL. :END CONNECTION DETAIL Q O' FLORIDA BUILDING CODE(Non.High Velocity Hurricane Zone ,tt 1•' _... 612017 EASTERN METAL SUPPLY,INC. .. 02017 TILi1:CO3 INC. ti1GEPt►SF:�'9 BERT A H _ �Iy Accordan Shutter System. 7$ V tii`C AwSwSmAr *rnl FEV. BLADE#1 W/OR W,0 KV.H1NooN BADE ' American Shtjtter Systems EV-N DEscrtifmoH DATE DRAM B+: I- TILLtT TESTING & ENGINEERING COMPANY r' Assaclation, Inc. i OLD 15=085 7/27/1onm 07/27/17 G7' oris w-36WSi w.705.NROMA CAADDM.FLOMA 7376 :SHEET WING Na ' '� �� PMhe:{aDs)6n-r6at.Fqx:{304}871-1531 4268 Westroods drive x 1 Its a maa:to ecooauCeam West Palm Beach, FL 33407 a ��014LFf1f WALTER 08-0005719 17—PE s 7-107 FLORIDA..Ua Y(Wt6i 6 P E SEAL/SIGNATURE/DATE 6 10 8F 0 . SCHEDULE 91 SCHEDULE 92 a0HED LE #3 MAXIMUM SHUTTER SPAN "L+" OR "l.-" MAXIMUM SHUTTER SPAN* "L+ MAXIMUM SHUTTER SPAN*"L+" NOTES, (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-" (ft.) FOR OR "'L-" (1t.) INSTALLATIONS W12I.t&TION LFCEND CENTERMATES.® & or Or INSTALLATIONS W1,W iv I CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H V LOCK or 0 or or P,t;[j lsm& &)W� ONE HV LOCKS MANSORY POSITIVE A.S.D, DESIGN'PRESSURE RATING. iD LOCK 4Y/h0 LOCkING ROpS or ONE HV LOCK _ or or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR / 110 LOCKING WALL A. B, C. D. E, M, N, 0; P, Q. A 5.0 DESIGN PRESSURE RATING. CENTFRMA Ei 2$0 29 W/ ONE III/ NO LOCKING RODS� ODS MOUNTING F, K & L R, S. & V. IC"T" LOCK 30 W/TWO LOONG NG (SEE NOTES t,tt) (VAUO FOR MOUNVNG Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNTr(O1�TiP��r&+_BOTTOM INSEE //�S SHEET-7) FLOOR/CEILING G. H. I. ry, J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: COt+L'REt1=&11MO INSTALL ous V uruuuw CONCRETE&L'l000 _ 'A" CONCRETENAG MOUNTING & M GIVEN A AS.D.DESIGN Asn DE46N IN 9 As.6.OE9GN INSTALLATIONS DETERMINE MAXIMUMSSPAN£"L+' FROM SCHEDUSIGN PRESSURE LE. MES`URE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING FR�E551WtM FLOOR/CQUNG'.MOUNTING RAtwa MOUNiINC OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (Fat fF O'I') .FLOOR/CEILING MOUNTING (F&t) - DETERMINE MAXIMUM SPAN"L-'FROM SCHEDULE- I. OR-) 1. -) 0 OR-) FLOOR ALL MOUNTING tt 14 (ft) L-(it) L+(G}. C {{I} L t. (R) - -L-.j - L{ (R) t (if) V MAXIMUM SHUTTER SPAN."L+ OR'L-"FOR 30'OR-LESS T6"-0' 16'-:0' 16'-0- 16'-.D' 30. 16'-0" 16'-0' 30 16'-0- 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 195 PST.A.S:D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+"AND 'L 35 14'-10' 14'-10" 15'-2' 16'-0" 35. 14'-10" 14'-10' 35 40 13'-10" t3'-10' 14"-2" 15'-2" 40 15-IO' 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" IN-1' 13'-4" 14'-3' 45 13'-1' _ 13'-1" 45, 13'-4' 14'-3" t HV CORNER CENTERMATE Q3 MAY BE USED AT ALL COMBINATIONS IN MOWALL MOUNTINGS 50 12"-5 12'-5' 12'-8' 13'-7" $O t2'-5'~ 12'-5" 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ F100R/CEILING MOUUNTNT INGS: SHALL BE A5 INDICATED ON MANDATORY CONDITION#2 55 1`1'-10' 11"-10� 12'-t" 12'-11' 55 11'-IO" It'-10" 55 it'-1' 11-11' FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE 60 11'-4" 1Y-4" ll'-7" t2'-4" 60 _LI'-4- ll'-4" 60 10'-2" 14-11' NOTE S.SHEET 5. RATING: 65 IO'-10" 10'-10' 65 10'-10' 1O'-10" 65 9'-5" 10'-1 DETERMINE: LI+- MAX.SPAN FOR WALL.MOUNTING INSTALLATIONS. 70 :10'-610'-6' 101-9" 1V-5" 70 10'-6' 1O'-6" 70 8'-9' 9-4 - - .L2+= MAX. SPAN FOR FLOOR/CEUNG MOUNTING 75 '10'-1° 10'-1' 10'-4" 11'-1' 75. 10'-1" f0'-1" 75 8"_-9' F y tEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'^?O" 9'-t0' t0'-O' 10'-9" $0 9'-tO' 9'-10" SPAN"t+'OR'L--AND MAXIMAt)M AS.D.DING FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 6'5 9'-6' 9'-6"� 9'-9' 10'-5' 85 W-6' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' W-3' 9"-5' 10'-1' 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9" 9'-2' W-10" 95 $'-0' $'-9" LIMITED 70 +64.-72 p.s.f..AND 8'-0".SPAN, SEE L7-- MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' W-4' 9'-0- 9'-7" 900 $'-9` 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. TO5 8'-T 7'-11' 8'-9' 91-4" 105 8'-7' 7'-1.1- „. 7'-7" $'-7` 9'-2' -. 110 $'-4' T-7" _ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2 '7-3' W-4- W-.11' 115 W-2" 7'-3" SEPARATION TO.. GLASS SCHEDULE MINIMUM BE74+EEf+'li+",12+". 'L7-'AND `L2 120 8'-0" 6'-11" 8'-2' 8'-9- 120 8'-0' 6-1.1' SEPARATION 7V utll J (4) D.TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10 W-8" 8^-0' 8'-5" 125 7'-10" 6'-e' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10' 8'-1- 130 71-8" 6'-s' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" V-2" 7'-9' 7'-9" }35 V-7" V-2" SPACING. 140 7'-5' W-11" 7'-7' 7-6- 140 7'-5' W-1 I" ASTM E-1996 SEPARATION SS 145, 7'-3" W-9' 7'-5' 7'-3' 145 7'-3' 5'-.9" - ...TO GLA 150 7-2" W-7- 7'-4' 7--0' 150 7'-2' W-7- 155 7'-0' 5'-5" 7'-2" -.6'.-9- 155 7'-0' 5'-5" 1 THRIJ ^S 160 6'-.I1" V-2" -T-t' 6'-Z" 160. W-11, 5'-2" 165 6'-10' 5'-I- T-0' -6"-4- 165. 6'-t0' - :i-1" . 170W-9" 4'-T I' 1 6'-I1" 6'-2• 170 6'-9' 4'-11" _-175 6•-7• 4'-4� 6'"9' 175 W-7' 4'-9' _ 1$0 6'-6' 6'-8" 5'-10" 180 6'-6' 4'-8" HV BLADE 185 6'-5" 4'-6" W-7' 5'-8' 185 6'-5" 4'-6- 190 W-4' a'-5" 6.-6` 5;-6' 190 6'-4' 4'-5' 195 6`-3" 4'-3` 6'-5' 5'-5' _.195 6'-3' - 4'-3' -00 6"-2" 4'-2" 8-4" -3' 200 6'-2' 4'L2" ri ` 205. 6'-- 4'-1 6'-3" s'-r 205 6'-r tN FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �.. .072017 11LTEO0,INC, CD 2017 EASTERN METAL SUPPLY, INC. ............IV `'�'* BERTHA HVTM A. .S.A. Accordion Shutter System y� i.:fA.I�-c FEV. MADE#1 W/OR WW/0 H.V. WI DW BLADE �`•,, t TTLLiT TESTING & ENGINEERING COMPANY American Shutter Inc. C,r._tt OcsCRrrnON DATE DRAWN 6r:u1cG1`. L.G. !_ 1 Association - I OLD 15-065 7/27/1 GATE: 07/27/17 t As3ss aw,36u,( s1,st°.153 VR ANN OnROtNs.1—FLOIW]318 4268 Westroods Drive 2' --4;- .. Fttone:(36S)$Tt-i536.Fax:(365)871-i931 DRAWING No { q r, J a-may 111(-uCO067 aL2am, West Polm 860th, FL 33407 sEB- /y ^•S'�V/Qi'jAL �V,tttt WALTER ACTILLIt J,P.F- 4 19 �""�V7 I FLORIDA Lie.,f 44167 5 SHEET P.E. 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A+ 'a 1• ° 1 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED•CONCRETE OR CONGRET E BLOCK SUBSTRATES ASA DESM hEGARIE FRESSURE N A Alm CGRRESPONiRNQ y14UNENC TYPE FGR CONCRM 8R CONCKIE BLOCK iNSTALe110NS. (SUE MOUNTINGS 1.G,&'H ON SHEETS 6&7) 1..ANCHORS TO SUBSTRATE SHALT BE AS.FOLLOWS; " POOL=tY)tt0f&IF'/fA xmw 0= "POURED CONOR TE' (A) TO EXISTING POURED CONCRETE;(Min, Cc-3'ksl). (g)WALL.SILL. MOUNTING ;CEILING'MOUNTING gFL4OR MOUNTING... _ lf4b TMCON DR TAPCON WITH ADVANCED THRFFDFORM TECHNOLOGY ANCHORS,A5.MANUFACT't1RE0 BY I.T.W.BUILDER.(Mi..ID=3:Ilii) SPAN .. /I(��,HORS PP/LN(+'LEGEND' 1J4"0 r 3/4'ALL POINTS SOLID-SET.ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min, Cc,m.3 Hsi) (ft) ,.pEgGt1 ryEG1TNE: RATING 'g1NE:R7f53UtakP,t70t0: A4gMNE.fTS55UAE ItVAtC TAPCON OR -:If4"p BLUE TAP CONCRETE ANCHORS W/CAF AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC;'(Min.Cc=2 ksi) 3O d0 fi0 75 9D 120 0 205 30 M 60 75 90 120 160 205 SO 44 80'75 ;90 120 160 20.5 TAPGON WITH A VANCEb tJ4 o TAPPER+'ANCHORS'A5 HANUCADTUR@ BY PL1YtERS'FASTENERS,INC.,AND pSTIT BUT@ BY ALL POINTS SCREW,HOLT 2 15PEf3ALTY' f4 f2 tD 9 :8 8 6 .s 14 t2 to 9 8. e 6::.G t4 12'10 -9 $." 0 6 6 THREADFORM TECHNOLOGY COMPANY-OR ANY'OTHER APPROV@ UCENS@ OR AUTHQRIZE7)VENDOR REGISTERED.:WITH 1HE'AMERICAN SHUTTER SYSTEMA AS50CULTION,INC. 3'-0' /4`.k2 10. 9 8 8' 6 :E 1412. 40 9.. $, $ b.:6 t{ .t2..14 9 8 $..':5 S {MIA.Ft:n+3.fes:}. OR.LE55 14.. 12 10 9 0 -$. a 8: ;14 12 t0l' 8 B 8 6 's 1+ 't4 10: 9 .8 -$. 6 S' ALL.POINTS SOLID-SET 'BLUE TAP Al CAF NGTES: 14 t2' ID 9 "8 '.8 -6 7. 14 -12 10' 9 9 $-'6 E 14'72'10 9 •5 8- :5 & - TAPPfR+ A. MINIMUM EMBEDMENT INTO POURED,.CONCRETE OF'TAPCON OR TAPCON.WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ - 14,12 10 9 :0 7 5:5 3.5:14 12 10 9"'8 8 6. 6 14 12 10 9 0 8. 6. .5 ANCHORS IS 1,3/4',AND FOR BLUE TAP W1 GAP ANCHORS IS f 1/2'. 14 ',12 10 9 8' 8:. 6 -6 ,f4' 12: _10, 9 '8- 8 6 6 14 '12 10 '9 0- 8 '6' S.S,. 14 12'10 9:.8� 8 6 4 14 12 '10- 9 8 e' 6". :43.14, 12. 10. 9. 8. 6 4 3.5 A2)MINIMUM EMBEDMENT OF 11WO x S14'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6'UNTO THE POURED CONCRETE.NO EMBE6MENY' 14 12 10 9 -8 8" e 44 14 12' 10 9 6 9 6 53 14 12 10 9 0-: 8 6 4.5` �-- INTO STUCCO SHALL DE PERMITTED, 1/4•'0-20'S.S.MACHINE.SCREW USED-SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO , 14 42 10 9 7415,5 3.5 14 12:' 10 9 8' .8 6 ;5.. 14 12 10. 9 8 ? 5.5 4. +SEE t1AiX1N9 OF VSE A1)R EXIST,AND I'MINIMUM FOR:WALLS WITH NO STUCCO, 14''12 10 9 -8 '8 6 6 14 1a' 10 9 $. 8 6 &5'. 14 12 10.. 9 0 8 B 43 ®A9Epk tlN 5tG'ET t9 14 t2 10 9: 8 •7 '4' - 14 12 f0 9 "8: 6.5 ,5 3:5 t+ 12 14' 8 8.5. S 3S 3: A.3)IN CASE THAT PRECAST STDNt,PRECAST CONCRETE PANELS.PAVERS"OR AW VENEER BE FOUND ON 7HE 005TtNG WALL OR BOOR, $4 'i2 t0. .9- .8 7.5 43'- f4.12 i0. 9 '8 e b 4:5 tt t2 10:.9 8 8.t.S: :75 ANCHORS SHALL BE-:LONG MUCH TO REACH THE MAIN STRUCTURE-.BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED,ON ;I4,12 9.5 T.S.6S 4. '- - 14. -12 10: 9 �0� 7.5 5:5 4. 14-.12 10 ,9 $-..:6 4,5-.3,5. NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL-SIDING OR EIF5 WITH OR WITROut METAL,STUDS,CONSULT THIS;ENGINEER.FOR 6,-o. 14:s2 10' 9': 8 6 6_ - t4 72. 10 9.:8 S. 9. E :S 11" 12.'10 a -8' 6.5. 5.3:5 INSTALLATION INTO EtFS WITH METAL STUBS SEE SHEET Z0: 14, 12 X10' 9 7.5 5.5 -3 14•'12 10 95..3 S.S' 4 :3 14 12. 8 8.5-5.5' 4 3 - 614'_12. 10 9' 8 6 - -14 12 10 9 8 6.5 5 3.75 144 12 t0 83 a 5. ,4: 7- (8) TO EXISTING CONCRETE BLOCK;(ASTM C-90) 14 t2' 8 65 S:5 3 14.42. 30 e' 8-E.5 a.6'.3:5.14.:12 10 a .7 $, 3.S 3 - I/4`pTAPCONOR TAPCON WITH ALYJANC@ 1HREADFORM TECHNOSAGY ANCHORS,ffi"UF��1UREb BY 1;T.W.BUILDEx:f2 10 9 8 8 - 14 :12. 10 9 8: 7 . 4C 14 t2'10 ;9 .7 5S, . 3 - 1/4s,3/4'ALLPOINTS LID=SEAN ED ORS.AS DISTRIBUTED BY ALL POINTS ©TILT do SPECU.T.W CSUILO (: _ - tj4"0'BLUE TAP CONCRETE ANCHORS Wf CAP.AS MANUFAGTt3RE6 BY FLORIA fRECT;MC6.5 4 -.-14 12 9 T.S: "6-. 43 33. -= 1{ 0.S 7 5.5 4S 3.5`. - - 1/4'pAPPEti+'ANCHORS ASfdANUFACTUREOBYPOWERS FASTENERS,INC.,,ANOTED BY ALL POINTS SCREW,BOLT&SPECl4L7YTd4 12 10,&5- 7 4 14:12: 10 a 7,5'5.5 + ,-". 14 12 .9: 7 75.4:5 - COMPANYORAth'OTHER APPROWO LICENSED:OR AUTHORIZED VENDOR REGISTETHE AMERICAN:SHUTTER SISTEMS ASSOCIATION."INC. 14 it .7: 5:5' 14'12' 10 9-7.5 5.5 4 - 14._12..9 7 .6' 4,5,3 14 '12 10 :9 8 6.S - 14 12:. 10 9 '8 6 4 14 12".10' 8 0.5 S; 3.5 NOTES. B._0. .. 14''-'12 8.5 "7 5.5 3 - 14 12 0 63 S:S 4. 3 2.5 9.5: 6- 5 4 3: - &1}MINIMUM EMBEDMENT INTO CONCRETE BLOCK:OF'TAPCON,BLUE TAP'W/CAP ANCHORS AND TAPPER+,AN�RS'IS 1 1/4'AND TAP= T4 12'2.517.51 6 -..t4 12 9.5' :8 8:5 5 .:- - t{:-"12 R' 6,6.5 4 - ':WITH ADVANCED THREADFORM TECHNOLOGY'IM4CHORS IS 1%. t3'9.5 6:5..5 34 - - - 14 '12. 10 $ 64 5 - 114-112 '8 6.5 5'� 4 - - - ,V-0. Y4 12 10 ,9. 0 - - -. 14 -12 10 9:73 45 -': f4.. 12. 03 7 SS. 4 - - 8:2)MINIMUM EMBEDMENT OF 1/4`6.z.3/4'ALL POINTS SOLID--SE'r ANCHORS,SHALL BE ENTIRELY EMBEDDED INTO THE.CONCRETE,.BLOCK NO 1+ 71.6 7:5 %: +. - - ^ N tt 7 5:8 9 3.8 - - lL 6 59 4.9.5.5- - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED; 1/4'0-20 S.S. MACHINE SCREW USED SHALL 8E 1 1/2'LONG:MINIMUM,SHOULD STUCCO. 74 12 18 6.5 4.5. - :- 14- 12'8.5, 7 5:5.4. - 74- 03 7 5.& 6. 43 - EXIS$-AND 1."MINIMUM FOR WALLS WITH NO STUCCO. - 13"85 5.5 4 14 42 9 7 6. 4.5 - t4 11 7 SS {:5.3,5 - 10'-0' 14':12 10 8i 7,S - 14:12 10 8 8:5. 5 - -: 14' 12 8: 6 5 4 - >• 8.3)IN CASE 7HAr PRECAST STONE PRECAST:CONCRETE RAVELS,PAVERS;CR.ANY VENEER;9E FOUND'ON�FHE E'X15TING WALL OR FLOOR, 14,fO5 7 5:.3.5 - 13 93.6.5 5 4.'. 3 34 15 5 + 3 ANCHORS SHALL BE LONG ENOUGH TO'REACH,714E MAIN STRUCTURE BEHIND SAID WALL FINISHES.,.,ANCHORAGE,SHALL BE AS INDICATED 4N 14 11 75 6.5 - -- t4,1t3 9" 6 S_ 4 T - a,5 9.5 6: 5 .4 '4,' - - NOTES-9.1)&8,2);ABOVE,FOR INSTAWTIONS.ON VINYL SIOING'OR E1,FS WITH OR WITHOUT METAL:STUOS`CONSULT THIS ENGINEER. 103'8 .:5.:'-^ - _. 14::12 8-&5.5:5. 4 - t3.-10: 1T_5 5 4 3-' - FOR WSTALIATION INTO t3F5:WRH METALSTUDS SEE SHEET'20: .. - .. ."14- t2 to - 14.' 72 `9 7.'6. 4S - - 14 10:5 T 5.5 4.5 3:5: ' :7 45 A5 3 -- - - :(C) ANCHOR$.SHALL,BE INSTALLED•FOLLOWING A0.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.. 123 9.5 5. 12" 4 B 4.S�.4 3 - .:9 _r .._ -.,-....._ _ -. 11.5 8S.5.5 Acs S75 -. '14' 10 7.. - - 14.LOS 7 5,514.51- - - '` (0) SEE SCHEDULE'BELOW FOR EDGE DISTANCE-(ED.)VERSUS SPACING.RELATIONSHIP FOR:ANCHORS. 9:5'. 7 4.5 - - _^ 14.1f:s[7�5 6 '3'' - t2" 9 .6.4.5 4' - - - CING FOR CHOR STANCE YOSUS i3 8.51441-^ - - 11.8 84 - - B 8 6+ 7 ,4. - IGMEUMiPNCHOR SPACINGS ARf-SPAVAl1D FPR EDGEOSTANCES41NDtCASFA BELOYI.FOR E.D.LE55'TtWR;1HE`ItdgIC4TEq:REOUCE ANCHOR 3:5:95 E-: - - 13 93 :5 "4 _ -- 0.5 8' '5 + - - - ^ BY MULTIPLYING SPACING'SHOWN ON SCHEDULE BY'THE FOLLOWING FACTORSSPALINO985 - - _ 14 tos53'44 - - - 11 85'S5.4.5 3.5 - - - REDUCED:SPACING OBTAINED'USING�,FACTOR SHALL NOT BE LESS THAN MINIMUM•SPACING INDICATED FOR SACH•ANCHOR TYPE:73'-^O'114,11.6 6 5 - - 12 9 6'.4S 4' - - - FACTOR0:5 $ - - - 1O 73 4. 3 --:73 5.5'i 3 `ACTUAL, TAPCDN WITH ADVANCED TAPPER 4 1a s4.5 4.: - -:9:B 7 5 4 - { - EDGE TAP'tA* THREADFORM'TECHNOLOGY ALL POINT Si)GD§ET BINE TAP W%G MIN..SPACI8 g. _ - _ .. t3 9.5 5. _ _ _ 05 7,5 .5 t - _ i. V 'DICIANCE . it, k2 - - ^.14 ,6 7 55 = - - - it 8.5 55 43 ED, MfN:SPACING m 3' MIN.SPACING-3' MIN.SPACING-3 1J2' MIN.SPACING o-.3' `3 3/4' Al 14'-OT to: 73 - - - 9 '7 4.5 33 - - - - 7 5 33 3 - - - In HY BLADEPOURED:CON EIE& f f%111QQ{£"{E 0.]1a1E7E NT>L�L POURED CONCRETE.4 POURED CONCRETE&POLMED CONCRETE CONCRETE ROOK 11.5 8 -' - 11 a 5.5 A3 - - - - -9 6.5 45..- - - O CONCRETE.BLOCK MH EUA31/2"1W..ED..21Jr: CONCRETE. I/ CONCRETE BLOCK MN,EO.»S t/Y MtL:FO.•.2 I/2' 7 - - - - - 12� 9� 6 - r' 0.8 7 4.5. - Mt1 E0.3' MN FA..S 1 MN E0.`•.3' ,. _ = D315 - BLADE WO KR ING, 0.90 1.0 0.84 15•=D` 14. - - 33 10. 65 _ - _ 2 T/2' �OB1 1.0 0:$7 t.0f,d, 0.76 3:0.9s 6.8. 4 - ..- - - 8,5 .: � I„r11IISQN '� 2' _.5 - - 83 'D.71 - "' _ X0.51 1.5 9.5, s - - 9 - 1.3 j4� .: 'osi - - _..i4. _ y, _.T 9.5: 6 - - -. 10 - _ O,A3_O„ .. _ »: _ _ .. 6 6; ; 3:112' 0:35 _ - 0:35 FLORIDA BUILDING CODE:(Non-Nth Velocity NurriconB Zone7 5 - 8 . ... C T p2at7 TILiECO,INC. ..: (0)2017_EASTERN METAL SUPPLY.'INC. BERTHA Mw a L E C a' A ' A Accordion Shutter System *, �a,c ■ ■ • ■ H.V.BLADE"#1 W4 OR W/D,HY.NANDW MAX ' A/r etical7 Shuffier Systems' E7:N DESCRIPTION OATC D wN BY. Lc. TILLIT TESTING & ENGINEERING COMPANY 0355KW.3615,St. St.3D5,WWNaGARDDM:FLORIDA w+' Association, Inc. 1 OLD 15-085r/zrjl Dale" o7fz7f,7 (305)871-1530':.Fo '(3as)a?f-1.631' 428 Wes{raad9 Drive 2 DRAWING No = tS ,�f�Ip�)p 1 �4* o m8 rltgl�om West*001m Beach, FL 33407 3 4 L 7 M,Vf�••,•••••• �i\,41y WALTER A,NLUT Jr.P.E. a 1 7i�.V 7 Y f TTowDA,ue./44167 5 SHE DATE e i OF D' MMIM(M ANCHOR* 5gAGtNG yin 1 DING CONCRETE 13LOCK INSTALLATIONS SCNE�LtL�f1�R-A N M4x_ SHt}(�R SPANL (SEE UOUNONGS 1,J.K&E ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE SLOCIC ANCHORS SPACING LEGEND "1 Ai+V9RUN WALKOVER& UAR 1 TRENCH )RAING6 MOUNTING (g)WALL/FLOOR MOUNTING UL WALL/WALK OVER MOUNTING - SPIN _.:_.__..._MO __ ......_�_.__ .. TAPCON'OR ( 'SD.DTSDN NMATK PRESSM RUM &5.17.DESIGN nEG0%MWAC AAtwc. ASA DCX"KEGl K PRMSIM 9AnNG" SA.DM KGAi54 ['aAtwc(o>< TAPCON WITH ADVANCED 30 40 6p 75 90 120 180 2b5 3D t0 '60 75.9p 120 160 205 30'40 56 75 90 i20 16G 845 30 40 Spy YS -30112011601205' THREAOFORM TECHNOLOGY 14'. 12 10 9 a 8 6 2 72. 12 12:-12.. 1.5 6. . 7 7 7' 7 7' 7 7 55' 9 3 "5''S.' s 5 5 5 ALL POINTS'SDLID-SET S_O. y; 't2- t4 9 8 8 6 G.12 12. 52 72 52 12 0.5 7 7 J 7 7 7 7 7 ? S 5 5 5 Sl 5 5 5 R LESS 14 12 10 9 .a 8 6 6'.12' 12 '12' 12 0.5 8 .6 45 7 7 7 7. 7 ,7 7 6.5: 5 5_ 5 5 s 'S_ 5 5'. BLUE TAP _ 1w.t4'10' 9 4 9 8. 6 6 42 12 12 12 12 10 7.5 -6 7 7 7 7 7 7 7 7 5. 5 5 5 "5 5' 5 5' TAPPER+ 14..12. 10 9 a 8 8..8 12 12 12 12- tS a.5 6.5 5 7 7 7 7 7 7 5.5 4. '5 5 5 '5 5 5 6 4 4'-0' 14 12 10 9 8 8 6 6 12 12 Ii 12 12 9.5 7 S.5 7 7 .7. 7 7 7 _3. ? 5 5. 5 5 6 5 -s. 5 14 't2 SO 9 -9 8 6 6 12 12 12 9:5 8 6 4S'3S 7 .7 7 -7 7 7. 6.5 5 S 5 6 S' S 5 5 -6 14, 12 10' 0 8 6 6 6 12 12 12. 12.-:10 7.5 5.5. 4 7 7. 7 7 -7' 7 7 S.6 5:6 5 5 6 5 5 t4 iZ 14 '9 a e 6 8 12. 12'12 't1 9 7 5- 4. '7 7 J77 7. 55 4. 3 5 5: 5. 5. 5 5 4 3" 5•.-0" 14 12 t0. 4 8 8 6 6 12 12 12'. 12..10' 7.5 SS. 4 7 T J 7 7" 7 5 5 5 :5 5 5 :5 5 14 12:10 9 8 a.' 6 0 12 t2 95 7.5 6 4S 3S - 7 7 7' 7 5 35 5 6- 5' '5 5 5 :5. 4 14 .12 10 4 0 a. 6 B 12..12 12 9S a 6. 4.5 - 7 7 7 7 5S 4' 5 5 5 S 5 5 ;5 4. * SEE ANCHOR 14 L; 70 9 0 8 6 6 12 12 1,5 9 7.5 5.5, s 3 7 7 7 4S 3.5 -- 5 5- 5 S 5 4.5 3.5..- SPECIFICATIONS 6,-6" t{ 12 10 9. 6 8 :6- 6 12 t?'12 10. 9 6 4S 3.5 7 7- 7 7 7 T S 5 5 5 5 5- 5 S' ON SHEET 13 14 1Z '10 9 8 '8 6 6 12 12. 8 0�5 4 3 7 7 77 5.5 4 5 5 5' 5 5 5 4 314 12 YO 9 0' 8 8 -8 12 12 t4 8"BS S ?S - 7 1 7 6 4.5 - } 5 5 5 5 "5 4:574 12 10', 9 '6 8 G '6 12 12 70 8 6.S 5 3.5a7'-O` 14 12 10 9 S 8 8 6 t2 1212 8.5 7 .S_ 4' 3 7 7 7' 1 1 6- "S 5 5 S 5.-.5 S 5 . 14 12'. 10 9- 8 8" 6 6.12 ia, 6.5 '.5 4.5. 3 7- T 7 7 6.5- 5 3 5 $ 5. 5 3- 5:3.5 3�' 14 12. 10 '.9 8 8 -6 0 12:I2. 0.5 7 5.5 + - 7 7 7 7 7 5 5 5 "5 5 5 5 4' 0 VALID ONLY FOR UP TO +70, -75 74 t2- 70 9 8. 8_ :b 12..72_715 T 5.5 4' 3 -- 7 7 7' 9S 45 '.3 - ^: 3 s; 3 S 4.s.3.5 -: PSP A.S.D DESIGN PRESSURE- t4 72 t0 9 e 8. 6 - 12. 12 OS 7.5 6 4.5 3.5. -. 7^ 7 7 7 7: 7 7 '4 :1, 5. 5 "S 5�; �.. a" 5. RATING& FOR SPANS'PER 14 12. .10.:9. 8 "s 6 - 12 -9, 6 4.5 4 3 - - 7 7., .7 7 5.5' 4 6 5 "5 5 5 -14.52' 1 0 .9 8 a.. 6. - 72 '7T 75. 6. s .75 - - 7 7,. 7' 7.5_6 4.S - S5 .5 5 .5. 4.S _ SCHEDULE #3, $}'FEE( 11 14 12 10 '9 a' 8 - -: 12. 1;5'.7.5. 6 5' 35 - 7. 7 0.5. 5 4 - 5 5. 5 5 4 3 - - - _g,-O:14 72 10 9 "a :8 .r - 12 12 9:5 8S 5.5; 4 3 7 7 7 7 T 7 0' 3 '5 5 5 S. 5 5 5 5 14. IT 10 0: 8 e - 0:5 B. 5 4' 3.5 - - 7 7�7 6 5 3.5 - Sµ "5 5 a :5 4 3 N -12 10 9 8 8 12 10 0.5. 5 4.5 - '7 t 7 Eu.1 5.5 - 5 B.: 5 S 5 4 74 12'10. 9 8- 8 - 12 0-5,7 SS 4,5 3.5 - 7' 7 5.5 4.5 3S - - 5 'S 8'4.S 15 14 12 70.. 9 :.8. 8 - - 72 "i-I 6.5 :B S 35 - 7: '7 7 7 ':7 7 4.5 - 5 -5 5 5 5' 5 5A-$- ii--ir -$1472 i0" 9. -8' 8 - ^. 9S' 7 4.5 36 3 7'.. 7. 7 55:45' - - 5 5 $ 5 4.5'3.5" t4 12 10. 9 .8 8 - 12 9 .e 5'4 - 7 7 7 6 5 } 3 5 4;5 5 - 14 1210. 9 '8'-8 12"9.S 5 5 4 3 - 7 7 5 -4 3 5' 5 3 .4,3.5 - -_ 14 12 10" 9 8 8- - 12 10 7 5S 45 3.5 - 7...7 7 7 7 7 3.5 -' 5 5 5 5- 5 5 '.5 4 71-0'14:.12.10 9 8 8" - 8.5':" 4 3.5: 3 - 7 7 6 5 -4 - - 5 S. �5 S 4 3 ,4 t2 10 9 8 8 :- it 8 55 4 - - '- 7. 7. 7 55 4S ^ ^.'S 5 5 S 4.5 - - 1' 1 V BLADE ONLY. 14 12 10 9 8 - - ^ 1.5 8.5 5.5 4.6-3.5 -. - 7 7' 4.5 3.5 - 5 5 4.5.3.5 3 - - - 14 12 10" 9 8 - -"12 9.5 6.5 5' 4_ 3 - 7 :7" 77 7 �5 3 "- 5 5 5 5 5 5" 4.53.5 -- -- 12--O"[14 72 10 9 'a - - 8 -6 4 3 - - 7 7 SS 4.5 3.5' - -...5 5: 5 4.5 4 3 - - f2 109. 8 - 1075 5 4 - - 77 6 :S --..- - 'S 5' 5 S 4^- - 12'W 9 8 0.5 8 5 4 35 7.6.5 4.5' 5 3.5 - - "'5 5-4S 3.5 3 13-0" 12 10 9 6 - - -: 1:5 8.5 6 4.5 35 3 - 7 7...7 7 7 45 - S 5. 'S 5 5 S 4,5 3S- 12 t0 '9 8 7 55 ST 3 - - T :T_'�5 4. 3 - - 5 5 5 �4 3 - - X12 10 9 8 9 7 4.5: .75 - - 7 7 5.5'4.5 - - 5' "5: 5 4$ 4 12.-f0''9' - - _, t0'7.5. 5 .4 3 - 7 6 4 3 - 5'..5 4 3 14'-D° 12 t0 9 - 0.5 8 5.5 4 3.5 - - 7 7 7 7 7 4 5 5 'S 5 5 5' 4 3 12 10 0 -.65 5 37 -75 3:5 5::5 5 4 14 12 •10 5.9 -� - ILS 64 _ _ 7. 7 5 4. 14 12 10 - - 9 7 4.5 3.5 -3 - - 7 5.5.35.,-. - - -" 5 _12 '10 - - - - - 10 7.5 5 4 -3 - _ 7 7 7 7 7 3.5 - - 5 5 '5 '6:5 5 4. 3 74 i2 10 b {.5 3 7 7 45 3 - S' S-4.5..3.5 - - - 74: 12 10 •. _ _ 0e 4 - - 7 7 .5 - .5 5 5 4 - - __ T4 M2 - ._ ... 8.5 6.5 4 3.5 - - '" '` 7 35.3.5 1 fi,-G"14' b-�- 95 7 4S 3:5: 3 - 7 7 7 7 6 3 .:5 55 :55 4.5 3.5 14 = -6 4.5 3 - 7:65 4 - •. ".5 54'74 - 7.5,`ss .7s - .- -= 7 .p - - -:s 5 45 - -` - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone . 'i11t - „u Q/T O 02017 TILTECO.1NO, .. 02017 EASTERN METAL SUPPLY. INC. ''p�i3�a ;�e.�,v�;•.,.�� __ BERTHA H TM b � A Accordion Shutter System / .j �.. E. O tN.C. �r ■ ■ KV. GLADE#1 W/OR W/0,KV. WINDOW MADE i+tr/fJ� •' '�� TiLLIT TESTING & ENGINEERING COMPANY American Sh/U{'t8t Sy3f8M3 ty,:yi pEsc91pn6N 4ATC 4RAWN'6r:.L.C. plc t7 �. 1 6355 9.W.36tt,5t S! 305,VROM MOM.F10i6W1 3316 Association, i116'. 1 OW 15-085 7/27/1 DAM 07/27/17 % �ry�-g° ph-:,(30,5)87/ 1530•Fo :(305)871-7531 4268 Westroods Drive z DRAWING No o rnoa:tTtec60oa.00m - West PGI. Beach, FL'33.407 3 17-107/� +wsvl�+97'1 Li"`~t4t1 E8-MOS719 4 3!�r-1 V.7 VtAL7ER A.11LUT J1.P.E.. "as • FLORIDA Ue.d.44167 5SHEET P.E. SE"J([f3!?;NAfU.REfDATE 6 14 OF 20 MAXiMUM A.S.D. DESIGN PRESSURE RATING. (2,81) AND GQBRESPQNDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR- SPAN, OR SPAN, NEGATNE A.S.D. QFSIGNPRESSURE RATING AND A CORRESPONDING M�OUNIING TYPE. (SEE MOUNTINGS ON SHEETS 16&17), l_j B -I F;;'.rte.?' E SOUTH ERN P NE N0. SPRUCE PINE - SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH //2 MIN. CDX 2OWL�4 G=MINTp .IR 0.5, Fl NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/MIN, G=0.43. W/ MIN, G=0.36 PLYWOOD 'MLN. 0.50 W W/'MIN. 0=0.43 W1 MIN. G=0.36 WXINUM .. SPAN(n) 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 M. N. 0 & R. FLOOR MOUNTINGS WALL MOUNTINGS 13,0. WALL IAOUNTINGS. 8.0.WALL MOUNTINGS e.o, WALL MOUNTINGSW& X W& X W & X P & Q S&V S&V S&Y ..DIM tem mm Muss M Dscl RCNSS F954l7:LV16 ri^f} [EVA sat m14.R rune(pT1 oDra xWRE N75"AtF taJC(ydJ tf9N sECuaE IIS31 K44"F_vF»F hfnG tp'j u5d 16N'£tSR�lS K9'S{pJ}Stt UB3S tR7RL FFQ8IEFMM(pt) t137i NIi3E 1SAmMS£Vt£tFn 30 40 '80 75 90. D5 30'40 80 7S 90 OS 30 40 60 75 90 05 1411 60 75 90 05 30 40.5--17_5_T-_0T0_5 30 40 60 75 90 05 30 40 60.75 90 05 30 40 60 75'g0 05 30 40 80 75 90 105,30 401601759q 05 '-V OR L 12 .10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 '6' 6 12.10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 IL 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12.17. 12 12 124'-0'. 12 10 to 9 8 8 6- 6 6. 6 6 6 12 10 10 9 8 8 6 6 fi 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 1212 10 t0 9 8 8 8 6 6 6 6 5.5 t2 10 i0 3 8 8 6 6 6 5 72 t0 10 9 8- 7 6 6 6 6 6 S fi 5 4 4 4. 3 12 S2 12 i2 t2 12 12 i2 12 72'72 t2 i2_ 72 12 12 12 0.5 121010986y566665.54�51210109�856. .554.5.121010963.5866654.565443.5 - 12.121212 t212 T2721212127212121212108.57•-p" 12 10 10 9 6.5 4 6 6 6 5 4.5 4 12 10 10 9 5 3• 6 5 4 3.5 72 10 10 T .5 - 6 6 6 5 4. 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12. 12 12 12 to. 12 12 12 0.5 8.5.7.5 8'-0' 72 70. 10 7.5 4.5 3 6 6 6 5 4 3:5.12 t0 10 '6 3:8 - 5 .5 3;5 3 12 10 10 4 - 6 6 8. .5 3.5 3 �6 5 4 - - - 12 12 12 72 1'L 72 12. 12 12 12 11 9:5 12' 12 7.5 9 7.5 65 1:e12 10 .1O 5;3.5 -. 6 6 5.5 .5 ,5 3 12 10 9�4 - 4;5 4 3 3 12 i 4 4 3 - - 6 6, 4;5 4 3 3 '6 5 3.5- 12 12 12 12 12 10; 12 12 12 11: 9.5.8.5 12 12 10 8 6.5.5.50' 12 70 7.5 4 6 65 4 3 12 1D 6' 3 - 4 :5 3 -.12. 10 3 - - - 6 6 4' .5, 3 -. 6 5 - - - 12 12 12 12 1.59.5 12 12 12 10, 8.5 7.5 12 12 9 7 6 5 11'-0" 12 ;10 5.5 6 6 4.5- - - 1210`4.5 - - 3.5- - - 12 10 - - - 6 5Z; 4 - - - 6 5 - - - 12 12 12 12 10 8.5 72 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 121-p' 12 10 4.5 - 8 6 4 - - 12 40 315 - - '6 5 3,5 - - 12 10 - - 6 5 3.5- - - 5 5: - - - 12 72. 12 1.5 9.5 8 72 12-I1 8.5 7 6 12 '1.5 7.5 6 S 4 13'-0" 12 10- 6 5 - 12 10 6 4.5 - 12 7.5 - - - 6 4.5 - - - 6 ,5 - - - i2 12 12 t0. 8.5 7.5 12 12 10. 8 65 5.5 1"1 -0.5 7 5.5 4,5 4 14`.-0' -i2 TO - 6 5.5 - - 72 7 - - - 5.5 4.5 - - 12:. 7 - - SS 4.5 - - 6 3 - - - 12 12 12 9.5 8 6 12 12 25 7.5 8 4.5 12 9.5 6.5 5 4 3 15'-p" 12 - - - - 6 - T1 - - 5 - - - 12 - - - - 5- - - - 6 - - - - - 12 12 ii 9 7S 5 12 i2 &5 7 b 4 12 9 6 5 4 - 16'-0' 72. - - - 77 - - - 5 - - i.S.- - - - 'S - - - - 6 - - - - 12 12 10. 8.5 6,5 4 12 12 '8 6.5 5 3 1.58.5.5.5 4.5 1 HV BLADE OR HV BLADE W/ �HV.. WINDOW BLADE WORKING IN UNISON* •SFS UMJTATIWS Of USE FOR BUD- 1(b ON SHEET 18 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLO.M 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na_.2 W/0=0.55(N.O.S) -1/4.0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX w/MINIMUM EMBEDMENT AS.NDICATEO AT -DOUGLAS FIR W/0=0S0' EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE NR:NORTH W/G=0.43(NA.S.) EXC£Poow SEE NOTE 2 smaw. -SPRUCE PINE RR SOUTH W/G=0.36 -MIN.1/2"COX:PLYWOOD(1986.APA). 2.ANCHORS TO HOLLOW COU14G SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL'OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER ,J�jf''°0 °"�•. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 111 �.rt 02017 TILTECO,INC. ($14017 EASTERN METAL SUPPLY, INC. ��'" viv, ��'! BE THA HVTM fi.." Accordion Shutter System. MIT, INC.\ ■ # ■ ■ HK BUUE#i W/q2 W/0 NV.NAt�Wl @!DE American Shutter Systems C1�f TILUT TESTING&.ENGINEERING COMPANY Y Ev, acscRlpnad n DRAWN Bri Cr t Assaciatlon, Ina 1 ala 1s-085 7/z7/t oAte o7fz7/i7 ,Q 8395 HM.39th.SL SID 05,MR£INW GAHDat$.FLORIDA 351 42 a clatioads Drive 2 � rrc'h �+p-A4Y Phone:(305)871-1530.F0 :(305)871-t5E1 DRAWING No ' I MV7 4 1 - m 1 Ot.-O N.m West Palm Beach, FL 33407 3 } ' syr"1r/4t>�,j1��,ii'1, cYALTE EDA.-0006719 17-107 P.E. 4 - i7-107 TA FLORIDA Lie.1 44167 5 .'SHEET _ P.E. SEX[131&MA1'URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR, In HV & HV* BLADES kAS, .AP'P0 ABLE MAX, SHUT N L+ OR L- FOR I STALLATIO S INTO YLOOD WITH HV 13LADE M ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.Sj), DESIGN PRESSURE RATING EES 19 FOR MAXSPAN & / .114'0 TAPCON OR A. .D, DESIGN PR S U T GFR ST L T10 W B E 1 WORKING IN ISDN ''t 1 TAPCON WITH ADVANCED _ L THRFAt7FORM TECHNOLOGY F 1/4'4 TAPCON.OR I _ Y7/ 1 1/2 lAut PENETRATION ✓ '�. I`{I T PCO.WITH:ADVANCED THREADFORM.TECHNOLOGY -1- y OF THREADED AREA TO /'1"-• 1 rW/_1 1/2-MI..PENETRATION OF THREADED AREA TO EXISIING y p n ,� f 1 i E>a517NG WOOD HFAt7£R. ✓ - �'• ' WOOD HEADER•(SEE SCHEDULE ON SHEET IS) TO CUSS( +1 !I i OR (SEE SCHEDULE ON SHEET 15) 1`, l J'+A ! 1 1/4"0-20x3/4"S.S.MACHINE I SC11E174AE C#'!S1iFET I 1 f • t ! t$ j- SCREWS W/4/4--20 NUTS -ti FOR BLADE(DPN67---- ORO W i k 12'O.C. ( O4 SHEET 19 FOR 1 1'Win. EXISTING 6 BL€DESCt)r>:lth W ,ft I all GLASS-4 o `� 1 �. .II�Prlorua 6! Ii ' L,"-WALL ; FINISH a EXISTING MIN. - ,,.t-�'� I jT '-•-iN Ei L)04t.t7j rx4 WOOD `.--•" EXISTING MlFf. 1 •✓ v HEADER RFOUiREU {i�OR •--2 x4 wapD t t tt {' { > - IT-oTAPCON OR TAPCOON WJTH ADVANCED E HEADER REQUIRED I { �Y yt "E THREAD] TECHNOLGGY W 1 1/2- EXISTING I Mw SEPARATION l i l t / GLASS=-�j 5 (S, g I I n t r 1 1 J EXIST G�DDHEA9FRN or HREADED AREA TO /i IAIN:SEPARATION TO CLA551' 4--.-ION FOR 19 "..I �ONg.,,,,,T"�(SEE SCi1EpUi.E ON SHEET 1:1) i J {I t tlt} r d �1 (SEE SCHEDULE ON.SHEET 15) ---5----'"g1-z1' t'3 .2.4'CONT. SILL R.Amms CL&:t1O. '? PLATE REO'D. NV, WALL HEADER INSTALLATION HV WALL SILL tNSTg(�iATION 11V WALL HEADER INSTALLATION _T._ __._ E%ISTING ( LAIN.SEPARATION TO GLASS �p 7- MIN.SEPARATION TO CLASS � t GLpgS_.�'��--� SIG .g (SEE SCHEDULE ON SHEET 11) 1. (SEE SCHEDULE ON 5HEEf ti)-'•'-"r' L MIN_SEPARATION TO GLASS +'- + t GjpSY EXISTING i. z 4444 GlA^aS--( IMI WOOD PLATE (SEE SCHEDULE ON,SHEET 11) :_ e s F Ilg'0 2ax314^s.s. F2E0 D. ( ��,�I_n �""'•��. i�'µ. p: �,./;l.>,`•�ti"j �-.•�'•�'' I II.y. J �.- y/ J�.,."•�y<. `�.`/1{}t.�. 3t1 /. I II � �•- (tF, UMSAICNHGINE1OC4+C:--R.-. 20Y.S NUTS 20x3/4 S.S.MACHINE SCREWSW/ --20 NUTS Y 1Y 0 12'4YAtt O.C. 0?FINISH IIi, Ii 1 2'x4'CON T. tt i t t rE + W:. I -r:� (..3 - . �( O i4 1/4'e TAPCO3 OR OTAP'. CON WITH ADVANCREVD. ED WOOD PLATE " t711 THREADFORM TECHNOLOGY W/1 I/2'L� 2 x4 CONT. Min.PENETRATION OF THREADED AREA TO I I't 1 4P TAPCON OR TAPCON WITH ADVANCED t y 1 SILL PLATE h'!I EXISTING WOOD HEADER. �t( THREADFORi+i TECHNOLOGY W/112' k,,.;..�2�5(, 1 I ij4"m TAPCON OR NM- (` � jREO a. s t (SEE SCHEDULE ON SHEET i5) `'.4. Min.PCNETRATION OF THREADED AREA.INTO PLY t TAPCON'WRH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1 ( t( i -1('v=' (SEE.SCHEDULE ON SHEET'15) EXISTING MIN,2'x4" t/2'IAFN.CDx)A� 7HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �'• - { WALL FINISH STUDS G 16 O C.•JAAX. PLYWOOD REO'D: vt/ t J2 MEn.PENETRATION OF 2-MOUNTING SECTIONS CAN BE L1/2'MIN..CDX.PLYWOOD REO'D•_ REq'0,PLYW000 TO DE WALL FINISH-- TF'1RFA[JED AREA INTO PLYWOOD COMBINED IN ANY WAY TO EX1577F1G!,[IN.2^x4 STUDS!L t6�D.C.MAX.REO'D. ATTACHED TO SCUDS IN BE ,(SEE SCHEDULE ON SHEET 1S) SUIT ANY IN57AL(AnON. R�HV WALL SII., INSTALLATION. PLYWOOD TO BE ATTACKED TO STUDS.IN ACCORDANCE ACCORDANCE WITH f� WITH SECTION 2308 OF THE FB.C. SECTION 230$.OF THE @ HV :WALL SILL INSTALLATION 4 SEE Lit A A7tONS.#US£OF dP FIV WALL SILL i� LLATiON F,s:G. 9LADE VON SHEET 19 ,rsriii.. FLORIDA BUlLQIN6 GORE(Non High VelocitX Hurr(Gpne Zane F� 'O4'fi�,R 02017017 TILTECO,INC. rrj o! Cq 2017 EASTERN METAL SUPPLY,,INC. BERTHA HVTM Ctit d �N,c, /i"il■ ■ ;(�A■ Accordion Shutter System TA IV a"#1 W/OR W/o KV v1 NDOW'RADE -p Gt TILEtT-TESTING &ENGINEERING COMPANY American Shutter SySfems: CV.1t DESCRIPnoN� DATE ORAWN Dr: LC: Association Inc. I OLD is-o 35 7/2r 1 DATE: 07 27 17 ' F &3SS KW.3ew:s sw wa,MRCWW OAx D"r TLORIDA331 • / 1 f 1i Pb— (3x5)671-1530.Fax (3D5)s71-16x1 4288 Westroods Drive z' DRAWING Nb �.� (jJ lip Air fie, a 7:Ult-60ao1.c0. West Palm :Beach,-FL 33407 3 d' \�A ,t EB-006719 17-107 +S°j \H';1 WAkiER A.TKLR AT.v:e, P.E E. �JDATE FtQRM VP.,t 44167 s SHEEC 6 6 OF.20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 14 HVA_ BLADES LICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSSATtNG. SEE SHEET 19 FQR MAX SPAN "& DESIGN LOAD FOR INSTALLATION :WITH BLADE Cl)& 1A) WORKING IN UNISON 1/4-0 TAPCON OR 2*MIN.- 4N8*(Min.)EXISnNG TAPCON WITH ADVANCED WOOD SKI MU.1%, q THREADrORM TECHNOLOGY STRUCTURAL _17T EDGE(IF APPLICABLE) W/I t/2'Mn.PENETRATION 1/4'0_20;3U�4S S.S. OF EXISTING WOOD BE AREA TO PS HEAD 70 BE CERTIFIED BY OF TIRD%D PHILLI EXISTING .D HEADER. EXISTING WOOD 1v (SFE SCHEDULE ON SHEET 5) MACHINE CREWS REGISTERED ENGINEER OR Wf I/4_�2. UTS ARCHITECT PRIOR TO TRUSSES OR N —7 co- a 12*O.C� SHUTTER INSTALLATION. RAF ER @ 24" z D.C.REQUIRED L. TAPCON OR OR, T��7&,N WITH ADVANCED EXISTING SOFFIT "'o-A t 257- THREADFORM TECHNOLOGY U...THK. k �14.0 Max. W(1 1/2*Min.PENETRATION a ED • 0 THREADED AREA TO !4' CONT,ALUM.TUBE (6063-!!ALLOY)W/ EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 1s} ,2Djor @ or @ C,3),5,T"6 0TE OLAGR SCTRUSREWSS.70 RAF or or @ O.C. LOCATE LAORSCREWS AT MIOWIDTH OF EXISTING WOOD OUSTING MIN 2*x4" [IT I MEMBER.IV Min.NOMINAL isn r_ll HEADER RM'D MIN.SEPARATION OPEN HOLE AT EACH h I *Min. 5 IL lu GLASS STUD TO ACCEPT VAD )W G __(SEE SCHEDULE ON SHEET II)- EXISTING lz PENETRATION OF THREADED GLASS— 1� 5/16'0 LAG SCREW AREA VALID,FOR § AT CENTER OF TUBE. INSTALLATIONS WITH 72pO L I&.SORAR�TIQJ 140.A.S.D.DESIGN LOAD ANT M OL EXISTING 9'-07 MAX.SPAN,THIS 'is= (�)HV WALL HEADER INSTALLATION SCHEMZ On SHM n CLASS­ 70 wss(SOE INSITAILLATION IS ONLY VAUD i SCHMIXE CN SIM it IDR wx 0Ao It FOR BLAW hw FOR WOOD W1 MIN.SPECIFIC (A sw _10OR W 0 CH STMT to— CRAY"OF 040 AS DOUGLAS (D Y2 aADES &9 ♦ FIR OR SOUTHERN PIKE No.I I-ffi`SHEET 4 FOR I`VPICAL SHORTER ASSEMBLY _1�-�OR OR EQUAL. 2-MOUNTING SECTIONS CM BE COMBINED T HV G INSTALLATION 0 It,ANY WAY TO SUIT AW INSTALLATION. - (�)H`Ii CEILING IN LLA ON _T UK SMAPAM I 10 GOSS(SEE MIM I MIN,SEPARATION TO CLASS sowu oil w SEPARATION 11 FOR SAE _j TO CLASS :j CH SHEET I(SCC SCHED LE SEE SCHEDULE ON SHEET ITT— 11 U ION SHEET 11) CLASS—J EX"M EXISTING 1 1 11 If I I I ALTER I ANCHOR ! - _ LOCATION EXISTING CLASS­3 -7 3/8 u x314-HEX 2',0*MIN.WDOC 7, t w/. .. 11 WASHER HEAD TEK DECK REQUIRED SCREWS 0 12"ox (NO I@OR 2"x6'MIN.WOOD DECK;�Eql).RED(NO ------ A4"WED)FINISH V FINISH ALLOWED) ! 1 , OF EDGE OF DECK /f YI G- `(\3') EDGE OF DECK IF APPLICABLE DEC" F IF APPLICABLE • 44 20x3/4-S.S. APPUILE 1/4-0 TAPCON OR VAN M Ps TRUSS HEAD —2 CEO .. MACHINE 1/4-0 TAPCON OR T44PCON WI CEO TAPCON WITH AD SCREWS IF 2-.4-CONT. THREADFORM TECHNOLOGY W/ 1/4`-20 NUTS THREADFORM TECHNOLOGY Wl/ 1 1/2" IV/ 1 1/2'Min.PE14EIRATION /4-0 TAPCON OR TAPCON WITH ADVANCED THREMAOFnRM __2 -SILL PLATE 0 12"D.C. PENETRATION Of THRWED REQ:q. -.0 AREA 70 TECHNOLOGY W/ 1 1/2*Min.PENETRATION OF THREADED OF THREADS PC AREA TO EXISTING W00 HEADER.(SFE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE.UM OF USF FOR OX BY WALK—OVER INSTALLATION 1`V'FIV WALL SILL INSTALLA ION HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILTECO,INC. 020> E TCRN METAL SUPPLY. INC. HA W. C . Accordion Sbutter System ILIECOm AS.SAKV.EA ME#1 W/OR W/o KY. WINDOW%NE American Shutter Systems ILLIT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE _DR T CAM 7N By. Lf OnIi N.W.3Mh;St.,Sta.306,VROX"OWDENS,rLOZOA MlOt Association, Inc. I OLD 15-085 07/27/17 07/27/17 2% % 44 Ph*...(305)071-1$30.Fax (303)871-1531 4268 Westroods Drive 2 07 —3 DRAWING No West loolm Becch, FL 334 -0006719 E 17-107 TAW EVZ� WALTERSA.TWT J,P.r_ 4 ... . ...... P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.J,44167 5 SHEET 6 17 OF 20 END INSTALLATIONS i HV BLADE OR WiNDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•.4•MIN.WOOD ENDS RFO'O. r-2•.i''M WOOD 2'14- S=REO'D. ` N'OOb STUDS. i\ 1/w'A TMOOrx _ . (AS H'F'uf-�tBlt) \ J� HMHDF O e•ac. 1 %�i ' vkx. KX) fls 2iws•1� / PDXWTON xr5DNG cuss 'Wy11\ I• hr � E MOS CMT. ` I •t•XISi1N6 GVSS /�-� OtISD C GL45w -{ J ExrSIWG OWS IAN. D. TO G=(SEE t MK' RrsG'7 .Nit MN w.i.Cox Q\X� mt snARtnat m aASS(5@ VL wmI c W seCr m GVSS$ /z' N.COx m 01.4.(M tN �xD .. yl 1 ii rs�i ANE Q)ND w s,. SQEMC a1 S1Ft1. 1,11-000. :XlfitAL 9N s£Ef It q OL CC a te6G3-rel LGM: - N 2Jz'inN.COx CN sE2T t4 sat it Fat N/OE DAL +/2• , 11 FGR SAM&" Ai 01. � A ,L(aasFR fty"Dw.,. "Oa a1 WAI.J at scar IR Far T av scar r9 FGR 2/2•wx. MATE,((LorgTE 1/2' nye+ aAuscGa Q) ' - aADM(Dafq �.•�•- AT OTRER S1AE MN I - Ds.�'},7 .Iet 2•Ge z•x.x � /1(¢I/2•SMs. , -.,_�'' <AS KiIY dkylt2 W-s• -^"- ate G.Ct Nw1dz'sMs. a�vxw as , arD ,G. - two-T-re,•AMA Mn,exwt 5 x M,/••luMcaa u+ar m d nui.a,-as tocr.,x AI j� I I OR�'* - _ .EF.D�txiGx'ntel t OR tl�c mu scr v. �j OR 0* t SEE cover 1VR - OR V•y. ' To iiUCKS - SEF DEWL x FOR�JIjj - �p(� YaS lE,��vg-©Q e soe rrm � S�E��•�.� £�Q•Q-rR7,^��•Et'- G-�-Q�•E�-�•Q�r- C�•OO 4�-O.O•E4- 1D� �.,•�'ve3- O•O�d�i^•'J OO•a�- is s,t�i-'sJ O•S3- O U-Q�•E9 C� END CONNECTION D AiL a END CONNECTION_DETAIL END CONNECjION' DETAIL 7C� END CONNECTION. DETA(L(8� CO, E165TDIG •'RM*M OMY FCR SMtAS GREATER?w_M i2'-O• /rGtrss 2 xS]MOS Rp'D +/w•R iMCGer H+@IUes IJs'a f, Drx rinm f lwff SAC ^• n/f 1Jr Wr1, f k I/2•MgK�j 016 OC QRPNG GW'S� FErIlTUPQV O 22.O.C: RtNF{pAPDrt O 12'O.G` 'NN MAM1i - uKGOfiR1Txx ..� /2'vte. "gym iaC attSrEET d 4 SEE i'apONNS OF SHEtTuSE t9 TOR TO GLtiS,(9E C f`i ,.+ • .ti RR aMEb)Hq tl W 1. I Otl Sr61T 19 Fqi' - TY FM ftAm tT7Hgt I { aAa5mb1ul1 t ai 9617 T9 FOR I 1/2 YN 1 1 - ----• —+l - HME.4mh '' \1. i •;, {•- -- _i 6 CR�OR t�CR 4 01 bR •Ara i 6 GR.�D<�G4 GRIIDRT<�'G4(13 YIEW Y �}f�Z, f�.CR3-G7-fl �•'i.3`• �-+:Ha.rm+ tis'u9e.rrooD wut 1 (��?�-E4-Ca• l'ya�-1�a'Ql- ':�! • GVDG Q.•�)7•.�*Qti::S,t-'OVQ-'.Q3$-2: .' .ps. N 6,O.E1-&87.0- 0. .0- 0.Eg-0.@°0e d'7•al�a- E4�Ud i3' DETAIL ���y�� y (N}•'L8w-r3•v -I:.D•� V��LV-`L• -.+'J•L`!� n END CONNECTION DETAIL r.11t END CONNECTION DET 12 1000 11...... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane lij"-_- 92017 TILTECO,INC, 02017 EASTERN METAL SUPPLY, INC.. ic��s�;.•\�� ��m BERTHAS 11LA■ ■ .,A■ Accordion Shutter System WV H.V. MADE#1 W/OR W/O H V.WNX7N BLADE ' r� " TILLIT TESTING.& ENGINEERING COMPANY American Shutter Systems Fv._N oascRi)ITioTi Wk DRAWN By. LC. 7p Assacfation; Inc. 1 oL th. 0 Is-oes 7/27/t an1E: 07/27/17 6355 NX.36SG..Ie 3D6.�iRONN GRDENS,FLOVA 3728 Phone:(305)87) T530.FG .(305)611-T53t 4268 Westroads dMtve 2 DRAWING No �+ . e m T b'Ir GUOOOiaom West Polm Becch, FL 33407 3 %s� NAI E ' es 0TILW i 17-107 wrLORI �,Hurt 3 117 4 SNEET 1P.E SEALfSiGNATURC/DATE FLORma uG. as)e7 s 6 .18 OF 20 * GENERAL L�IjATIDNS AND G(]N.Ojl'�ONSS+ OF USE FOR BERTHA w BLADE&�Mft WORKING IN A c � 5 ' L MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P•s.f. 2.MAX.SHUTTER SPAN:96` 3.ALLOWED MOUNTINGS-A.D.G&HON SHEETS 8,7;AS WELL AS MOUNRL NGS M,Q, U&W22??ON SHEETS 16&17. � � a AEA, P1 Y ONLY CENIERNATES 21 (80TH W/ 4 OR ARE ALLOWED N1TN�1 GUT. 5 r„,nd}n�`S IN A SIM OR OP NG to OtlT.IN CASE OF 0PP054`tG `�.:).04 o" f+ v-"v b{�RMA E NLIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16 a M.EA.END • + • • • 5.(A)OL )FOR BLADE 1 SHALL ONLY ALLOW A MAXIMUM S OF 5 OPENINC5 ' (3�o HOLES}.FQR�.PER AT SPACINGS SHOWN ON SHEET 4. 4 - (B)MIN.CLEARANCE FROU TOP OR BOTTOM EDGE OF HV WINDOW BLADE G MAX.5 W1tTDQYtS ¢ r • + .a OF ANY 3.0 HOLE FOR Q SHAD.6E 12-. ALLO10 AT HV� v, WINDOY7 BLADE l'7. • (C)FIRST OR LW.BLADE COMING OUT FROM STATTERS AT ENDS MAY BE HV WINDOW BLADE 1 • • ♦ a + 0 {0}FIV WINDOW BYRE MUST BE USED ALTERNATE TO A 501J6 tiV BLAOEd THROUGHOUT SHUTTER'S WIDTH. o ; A + F (EE SNA"-ALWAYS INSTALLED ALUACENT"TO A SOLD W 15. T E OF THEM. • + % B (F)POLYCARBONATE HY-WINDOW SHALL 8E INSTALLED'SbTABS FACE SEE END g$ THE INTERIOR OF THE.OPENING aNG'PROTECTED.HV WINDOWM MUST BE CONNECTION + • + • • xP�z ONLY IUSTAL ED AND LOCKED USING A W SETTING TOOL PROVIpED BY ASSA. DETAILS ON SHEETS. • ++ + �• INC. 10& IB TYP. FULL HEIGHT.-" g 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �jA t EDyw BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P £g9S 1 &2 ABOVE). 'V7.SEE ANCHOR SPACING SCHEDULE FOR INSTA41AIlONS INTO POURED 'n CONCREIE'OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UURTD BY EE I 1 SPAN AND DESIGN LOAD(SNOTES 1&2 ABOVE). 8.MINIMUM SEPARATION 10 MASS SCHEDULE:PER ASTM E=1998: `J.(SEE PLAN FOR REQUIREMENT$) D ,H C V TOP&BOTTOM W1N0 ZONE MINIMUM SEPARATION TO GLASS —.- INUMITED W10T '-"") 1.THRU 3 1' E ENATIONMIN SEPAWON TO GLASS — bas` EXISD14G CtfSS '"�'�"'^ �r((SEE SCHEDU ON SHM 11 MR MAX(D --� AND CN THIS SHEET FOR(iYADFS Q&:@ AND W/ OR 6,g(SEE NOTE 4 ABQW TVP. sr arAND ENTERMATEs 21 2� `y r r I w�oL Gr( 1 NOTE 4 ABOVE) PLAN ------------ W/Op TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* 01441'31+d.. #iF.jt FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane .. y��4y �,•���V ENC7�`'+,�"F��i 02017 TILTECO.INC. KJ 2017 EASTERN METAL SUPPLY,INC.FA BERTHA HV 1 !I. E C 4 rrtc. ,A,. .>~„ A Accordion Shutter System ■ ■ �v. e1.w/OR KV.wihmGM Btl to _ Er T1LL)T TESTING & ENGINEERING COMPANY American Shutter Systems EV�I OESCMPTHIN DATE DRAM BY. L.C.- Association, Inc. 1 OW 15-Oes 07/27/17 DATE: 07/27/17 0'•.,-F ,:(` 6J53 N.W.3601 SL.$N.J05.VIRMNIA GIRODS,HDRiOA 3316 Phone,(305)871-1530.Fax:(305)871-1531 426E W'estroods Drive 2 DRAWING No n/') 4` •,1 e- ol:m.«oaoeLecm West Palm Beach, FL 33407 J 17-107 WALTER A.TPUT Jr.P.E. 4 +`��•�•, FLORIDA.tic.j 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 A-. 1 1!2.0035"THICK INSTALLATIONS WE Z HV BLADE & HV. CENTERMATES o --i2.GO0'Mo.. Min.ASTM A-653 GRADE 40` M n• VARIES i ,••�! M;n,G-60 GALv:STEEL 2. Moz. �c p{ti-3}•:083 ,n.��� METAL STUDS Al ss"04, o 436 INTO METAL STUD WALLS - --- 0 6 0.0. 40 41 0 0 ------ 1/2- 47s * 114"0 NOMINAL LqW 38 GE 1 I O A CONDIT ALUMINUM SLEEVE i t2 0 ....., O ACO 6063-T5 ALLOY E7 3/4 S 14 K 0035 THICK Min.l 43c 43a 3 SYSTEM INSTALLATION TQ METAL S i1,1� t�A�� CONT,GALv.STEEL TRACK cnMEL i�"6'O.C. 4 6-D.C.": _ I u�i 3.00D` ASTM A-653GRA0k 40 10 -1 , SEPARATION T GLASSSCHEDULE - G4.VANUED FASTENED TO STUOS. i I t 7 --1 -�—Mo..- wf(2)$6zt/2'TEK SCREws'GN EXISTING FINISH 3y '1 < 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR m OMRiOR FACE I As APPLICABLE 1 f y P. MAX. SHUTTER SPAN: 84- MINIMUMWIND ZONE .. . SEPARATION ax LEn Gnl v i MM. SEPARATION 'I '�" 3. ALLOWED MOUNTING: MS.ON THIS SHEET. AME-1896 TO GLASS EXISTING CLASS- 7p.GLASS � n -(SEE SCHEDULE) 4 y 4, ONLY ENTERMATE 21 W( 24 HV LOCK ARE ALLOWED 1 THRU 3 1" 43 t/4 0-20X " BOLT ( (TSP:)- _. MUST PENETRATE 3c 1" m WITH 21 ARRANGED A SYMMETRICAL LAYOUT'. I n USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4.6"!/4'z.0.035"THICK Min: EXISONG FINISH ; , t' INCLUDED ATERIOR OR INTERIOR'ACCESS SIDE OF t.373' [DONT,OnLv.STEEL TRACK Cw-60 ; (As AavucneLE ,,I I CENTERMATE. ASTtA AZEN STEN 44 M.A.G-64 I. it i i t t _{,_� GALVAM2FA FASTENED TO STUDS ps.rf2'TER scREws ON i 43c 43a I 1 O47ERlOR di Ea FACE i a 8 D.C.` .1 6`D.C. t H - 1/4"0-20 THREADS Ci a *# BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 430 ��4"0 11-CO CONSTR I(BION j , TJ2 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1 " Q O PR9� CTS FAB-LOK FID --- 6'z 1 1/2`z 0.05-THICK VARIES: 0 S""O.C. ('� Mh.ASTM A r!i3 GRADE 40 2' MBK, COMPONENTS Mn.G-6 0 GALV.STEEL T I@WALL HEADERSI INSTALLATION ._EXISTING FINISH AS APPLICFBLE :SCALE: 3/8-= 1" METAL STUDS AT 16'O.C. M n (TVP,TOP ze BOTTOM) 1 _.�_..:-,� 1 3j4"x.8 1/4'.OA35"11iiCK Mm. EXISTING GLASS .. - _ _ _ COF1T,CALV.STEEL TRACK CHANNEL, ASTM A-653•GRADE 40 Min,0-60 GALVANIZED FASTENED TO STUBS SYMhiET12YCAL ' I I SYMMETRYC AL I 1 1 I �w!(2)#6.1/2`TEK SCREWS ON ' i ' ' i 1 INTERIOR&,EXTERIOR FACE 43a 43b 43c CENT€RMATES W1 I CENTERMATES WI MIN. GLASSION vA2.es I ' ' s ti (SEE SCHEDULE) Moz: EXLERIOR ACCESS SIDE; I INTERIOR ACCESS SIDE : ' f 4 I b•(1YP.) lN... 3. (6"Min.) -IR. 4 _ -- —__ , i y _ -- - -- — �! - ! 21 2)42 } 2�. �. 7 - G l 1 LOGAT D AT 1t1. ____ _ I l _., _ - HV HEADEI/SILL ENDS V,—� 1 2 1 2'4 SIDE CONNECTION TO TRACK 3 1!4"(T>P•) ._.:_._ ^_'7`-{ __'-- _ .6.1/2'MAX.CLACK *ik_._...-...a,. (Cont.) H mBVE BLADE SLACK DETAIL HVF RV--C FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone tA+ }c T! A:.. ~ - - 0 2017 EASTERN METAL SUPPLY. INC. 1i 14 9'y 02017 TILTECO,INC. 'q`� ���FN BERTHA Q. ►. . Accordion Shutter System H.V.MADE#1 W/OR W/O H.V. WINDOW BLADE ' !J/• 7 %�`:- TILWT TESTING k ENGINEERING COMPANY American Shutter SystemsLY.N DESDRI?TION .DATE DRAWN.DY: L.C. 8355 N.W.36th.St. Stc 309;VIRDWW CAROM FLOFAW 3316 Assball�flun= Inc. 1 OLD 15^085 7 27/1 DATE: 07/27/17' (305)671-1531 4268 Westraads Drive 2 DRAWING No' "S+ tp r�' a mcT.nR«oiaaoi;wm West Palm Beach. FL 33407 1 �',t�, •:"�OH10P:r EB-ODo67/3 17-107 .sq KK V� d WALTER A TILLIT JT.P.E. 4 PESElIL� TATO E'DATE FLORIDA U., 44167s SkiEET 6 2O OF 20