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HomeMy WebLinkAboutProduct Approval BUILDING'S PEAK RODE heIGAT ry DESIGN HIND PRESSURE FOR COMPONENTS 9k CLADDING JZ FOR ASCE 7 ID P AK R F HEIGHT LESS THAN OR MA: TO BO FEET ar BASIC WIND SPEED > f70 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLES44E) i PEAK L•'LESS THAN 7'-9" N-GREATER OR EQUAL THAN 7'-9"AND I-GREATERIOR EQUAL THAN 12'-5" ' ROOF LESS THAN 12'-S' HEIGHT OJ POSRWf NEGATIVE POSITIVE NEGATIVE POSITIVE HEGAAVf * INDICATED DESIGN WINO PRESSURES 01-15' 76.4 .102.4 73.0 95.5 68.5 86,4 ZONE AI TO THE MAXIMUM END ZONE AND G INTERIOR ZONE CONDITIONS > 15'-20' 80.4 107.6 76.8 100.4 72.0 90.8 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 111.9 79,8 104.4 74.8 94.4 *L-STORM,PANEL LENGTH, >25'-30' 1 86.2 115.582.4 107.7 77.J g7,4 ACCORDION SHUTTER OWE LENGTH OR 84HAMA >JO'-40' 90.7 121.4 86.6 113.3 81.2' 102.4 SHUTTER HEIONL >40'-5o' 94.J 126.2 90.0 117.7 84.4 106.5 *7K* PRODUCTS WHICH BEAR A >5D'-so' 97.3 130.J 92.9 721.5 87.2 109.9 MUMI-DACE couNrr OR a STATE OF R.ORIDA APPROVAL rE r BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) VS001 �fl �E1GVkS PEAK L-LESS THAN 12-3' L-GREATER OR EQUAL THAN 12'-S" ROOF HEIGHT POSITIVE POSITIVE NOAAVE >60'-70' 9115 167,7 B4,3 748.4 MUMSCHEMATIC ->-7-0----8'd- Y". 86.2 151.9 >BO'-90' 95.6 175.2 88.0 155.0 >90'- 100' 8.4 89.7 157.9 O' 100,5 184,2 92.5163.0 ' f 40' 103 95.1 ;67.4 0 97.J 171.3 > 160 180 1078 197,6 99.3 174.9 109 101.1 178.1YtloiYAddp®o®,��tl A�200 12511 .11+1:T -1A9;2�1vK. L05185.r .2 111•,` ;re:TQC 108.5 191.1 'y ,° °'� ,��T�,� � This is Not A Master Drawing. >JOG'-J5O' 121.0 221.9 1 11.5 � 196.3 � , >350'-400' 123.9 227,1 714.1 200.9 :' S `-- � -r ° Valid Only For One Time Permit• >400'-450' 128,4 231,8 116.5 205.1. `. Awe�q ti >450'-500' 728.8 236.1 1 118,6 yCC�-�fl/Jb'�,�7p 1� Rio\�I1a l.)THISAREO SIGNED AND SEALED WU✓D PRESSURE CHART.PREPARED BY THIS ENGINEER,BASED ON ASCE 7-IQ CHAPTER JO STANOAR0.FOR A fkSICµ?ND SPEED V'a'ipgjr.� J;J1)j1 2010 FLORIDA BUILDING CODE- BROWgRO & PALM BEACH C(7UNTY OF 170 MPH.AND APPLICABLE RISK CATEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORU47ION FOR A SITE SPECIRC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND PRESSURE CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. STORM PANEL$ACCORDION&BaHMAA SHUTTERS•a4 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC17ON OF DESIGN WINO PRESSURE EASED ON THIS GENERIC WIND PRESSURE CHART. RISK C47.II BLOCS 11/29//1 MIT PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT 450•PRESSURES. DATE 4.)TH15 WIND PRESSURE CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. I L. E C O u1.e. WIND PRESSURE CHART BASIC WIND SPEED- 170 mph TILLIT nTRNO B ENOINEERINO COMPANY EXPOSURE D,Kd v 0.85 11 _ 172 5.J DES GNµIND PRESSURES SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS JW PRESSURE CHART SHAL BE INDG TED ON A SEPARATE DOCUMENT u»s NW.J6N sI s..mo nACxe sNmws,n ule4 ORAWINO No PMro:LW9j8Tl-]3J4.For;(JA9181i-1911 PREPARED EY THE CONTRACTOR OR PERMIT HOLDER&.9.,SPREADSHEET,OPENING SCHEDULE17AKE OFF SHEET,ETC.). EB-0006719 �'1b ° PsO° °•R �''" aR WALTER A. ALL?Jr.P.£. - - SHEET I OF I FLORIDA U 44167 - - Florida Building Code Online page 1 of 2 i- SypS t'Y 9 ��W �3S. { m}a&rki � FYrs .:"✓ ' T PY iS t' f L.._ G t h�tll"Yhe» k..Tr is f.�. ri ica� t?CI5 Horne Leg In t User Registration 3 Clot Topics SubnUt Surcharge Stats&Facts RrtdlwtWns 3 FDC Staff 6CIS Site Map Links Search Busines%t) 7 �CQfeSS� n�� �ProducicUser vol (" 1 USER:tarhnc User Regulation tLL'21,rt ny.n.nv,ti ntrer+z>arodurr M Au,MfQti—Seerrh>ayr>ticr;oorr s Application Detail s Application Type Revision Cade Version 1.024 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FIT,33407 (561)209-8263 bteeley0easterntietal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Enia it Quality Assurance Representative Address/Phone/Etnall 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 Waiter A..Tillit.Jr.RE, Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of independence 1 tog9 fag COi i4+.JL("Cpsil=l0r,r'S'nNHDZIJ{st Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2065 ASTM E-1946 2005 ASTM E-330 R002 TAS 201,202,203 1444 Equivalence of Product Standards Certified By Sections from the Code Product.Approval Method Method 1 Option D http://w,,vw.tloridabuilditig.org/pr/pr_app_dti.aspx7paratn=wGEVXQwtDgvYYFII-12vJvx5... 7/16/2015 Florida Building Code Online Page 2 of Date Submitted 04/29/2015 Date Validated 04129/2015 Date Pending FBC Approval 05/07/2015 Date Approved 0612212015 ..._._-Products--._.�s_..._, f5ummary of products FL# IMadol,Number or Name Description 389.1 BerU I HV AcfordiOn Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and ! (Non-Hvi1Z -Drw SS-pII6 bottom)for Storm protection Limits of Use Installation Instructions - Approved for use In HVHZ:No ,':'s)9 tiH it s.S.A.tt` a7(?i�L' 5 Fl 1LLil; Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party Yes Design Pressure'N/A Evaluation Reports Other:Large Missile Level'D°.Max span is 12'-7'for 35 psf positive fA-£`;'_),_P� ASD bad and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party.Yes I window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and a'-11'for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into i Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' f -64 psf.See sheet 5 for other scans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwg 15.085 bottom Por storm protection > Limits of Use Installation Instructions I, i Approved for use in HVHZ:No L�J@ 116-:j a.S.S.A.IN Q %V G t >lr.adt Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. ( Impact Resistant:Yes Created by Independent Third Party:Yes 1� Design Pressure:N/A Evaluation Reports 'Other:Large rnissile level"D'.Max.Span is 16'-0"for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the Created by Independent Third party Yes HVS blade,8'-0'for+64,-72 p,s•f.load for HV blade for keystone mountings 7'-0"for+7S,-75 p.s,f,for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. ' i 389.3 eerOta-HV Accordion Shutter•C.OMBO• Extruded aluminum interlocking blades retained by tracks(top and bott9!jjj for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Eu U11 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports f Other:Large missile.Max.16'-0"span at 30 p.s.f ASO load for Blade 1 Ft 3fl9 M1 AV INC, f>T-A rrttW,15-n'; gs�t 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ! ;respectively I - _ ED Contact Us:;1940 With Monroe StnM,Tallahassee Fi.32399 Phare:8S0-4e7.1824 The state df flonda Kin AIVEEO employer,Copyright 2007.2013 state Of Florida..:PnyaCV Stateme,n::AccesahiluV StatomeOt Under Florida law,email addresses are public records,if you do not want your e-mail address released in response to a public-records request,da not.send electronic man to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.407.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Cbapter ISS,F.S.must provide the Department with an email address it they have One.The emaits provided may be used for official communication with the licensee.However email addresses ate public record.If you do nor wish to supply a personal address, please provide the Department with an email address which can til:made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please click here. fPrnduc(((yt�Appp�pr77.wd Accept.: 4 �I t� fits I�.PyyS- CI http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL L NOTES: 1.SERIN H.V.ACCORDION SHUTTER SYSTEM S40M ON THIS PROOLICT EVAILMTIGN DOCSMENN(P.E.D.)HAS BEEN VERIFIED FOR COMPUMCE IN ADOCOMNICE VAIN THE 2014(5th EDITION)OF THE FLORIDA BUILDNG N. THIS ACCORWH SHUTTER SYSTEM WWI NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LEADS SWELL BE 0£TERU NED AS PER SECDON 1820 OF THE ABOVE MIDY113NED CODE.FOR A BASIC WIND SPEED RZOLIAED BY DIE JU.d5 VBQN WHERE SHUTTER Wt.L TABLE OF COUTENTS BE INSTALLED Will A OD EUBORACITY FACTOR Kd�D.85,USING ASCE 7-10 AND'S'WLI.HOT OCCEM THE MNXWUM(x5.0.)DESIGN PRESSURE RATINGS D*CATEO ON SHEETS 11 THRO 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESCH WIND LOADS DETERMINE]PER ASCE 7-10 SHALL DE FEST REDUCED TO A.S.D.DESIGN WEND LOADS AREA-1: HY BLADES C0 da QJJ BY INLTIPLYWG THEN BY 0,6 IN ORDERTO COMPARE THESE W/MAX(ASD)DM"PRESSURE RUNGS 14OX-ATED ON$BEETS 11 THRU IS,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT OOUPONFNTS AND ANCHORS ON THIS P,ED.,AS TESTED.WERE NOT OVER STRESSED.A 33 9 INCRCMSZ IN ALLOWABLE STRESS FOR WIND LOADS WAS)$7(USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION O FASTENERS IN WVOO. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA BY.ACCORDION SHUTIF.R SYSTINTS ADEQUACY FOR WIND ANO LARGE MISSILE IMPACT DIAD HAS MIN VERIFIED IN ACCORDANCE WITH SF.CTVI 1009.1.2 OF THE ABOVE:MENNIONEO CODE AS PER ATL REPORTS TYP$M SKITTER ASSEMBLY 38-44 STREET 4 TYPICAL WINDOW MADE&WINDOW DETAIL -HN BLADE 0 10214.01--03.10715.01-03,11004.9t-O5./1214.01-05,103t7.02-06.$0603.01-t0 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-5886 AREA I W BLADE AND E-1996 STANDARDS(MISSILE LEVEL D•WIND ZONES 1.2&3,&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE AOSSUE (WHERE APPLICABLE) -IHV WNDOW BLADE 9 10505DI-103 A5 PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASC PROTECTION ONLY AND 1 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 WIDE()AND MV W-NDOW BLADE e ARE Eri5ANEERED 10 WORK IN UNISON MIH EACH OTHER UNDER THE GENERAL LIMITATIONS AM CONDMONS OF USE Mom=ON SHEET 19 INSTALLATION DETAILS O-M,CONCRETE/BLOCS( SHEET 7 Z.BENIN M.Y.ACCORDION PDS(NV SCREWS)•USED AT BLADES KNUCKLE ACU FOR DIRECT MOUNT CORRECTION TO TRACKS SHALL BE/14x275'AND 114x1.75*RESPECTIV T.Y,410-HTMINIMUM SMES CENTERMAX DETARS IN SHEET 8 STAINLESS STEEL SCREWS WT1H 135,0 L-A YIELD STRENGTH AND 180 MME TENSHE STRDMIlL PANS SHALL BE COATED WITH BEIETH4 HN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENLERLWTE ALTNF IATNNG DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WTIN AUEMIAN SHUTTER SY31E15 ASSOC I11CN.PINS MUST BEAT INC HV WARDENS OO THEIR HEAD. 4.ALL AUABNIUM 0 Ri 00NS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET$2 Ati7 3.MINIMUM YELP SIBEENCTH FOR 6063-T6 ALLOY IS 30.0 k i AND 35.7 W EOR END CONNECTION E£TALS 1-5.CONC,RET)t-/M CK SHEET 10 6COS-15 ALLDY. i MAXIMUM SPAN TABLES SHEET 11 tN ANCHOR SGdED`JLE-CONCRETE do BLOCK SHM 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM$EDE^>OR CORROSION RESISTANT COATED CARBON STEE1.AS PER DN 00018 WITH 50 NWT MIN.YIELD STRENGTH AND 90 W MIN.TEWLE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCKSME£] 13 AND S1W:1 COMPLY WI FLOPoDA BUILDING.CODE SECTION 2411.33.+..4, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO DE ASID A-307 GALVANIZEp STEEL OR AIS!304 OR 310 SERIES STAINLESS STEEL WHN 35 1m1 WhWUU MD StRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECInOVTFONS:UV BLADE O: 12.13,14,15 x40 20 INSTALLATION DETARS U-R,WOOD SHEET 16 FIV Ea.WE d&141 W"ORKNHG IN UNISON:12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 U.THIS BERTHA H.Y.A.ODCROIGN SHUTTER SYSTEM BEASIS A U.S.PATER MPTS 16779,582.COONENOF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PARE BY US,PATENT 1S•4W,179 ISSUED TO fi1MPH END CONNECTION OETA!LS 7-12&X:WOOD SHM 18 E.AL SUPPLY.INC. 9.U SHALL ITE TIER RESPONg3'Utt OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIHUCTI,T:E WHERE SHUTTER IS TO 6E ATTACHED TO INSURE,PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAU-LX AREA 3: WWINDOyi,BI ADE (�A gNLY ALL SHUTTER COMPONENT EDGES WHICH REMMN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE MOLDING'TO PREVENT VAND/PAIN INTRUSION. - TYPKYI SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST OEu F RI�LABEL ALL INAA'�4'N ry WITH WARNING NOTE DUgNG PERIOD.^.OF HUATNCANNE WARNINGS HOME OWNER,1OWIT.OR OTHERS,MUST PROPERLY CtM AL IN AND HD e LOOM AREA 4- HV VNNDONN SLADE n•ONLY 11.SHUTTER MANUFACTURER'S LABEL BALL BE LOCATED CN A READILY VISIBLE LOCAT.ON AT ACCORDION SHUTIR IN A.'COROMITE VAIN SECTION 1714.8.3 Or FLORIDA DUROING CODE ONE LABEL SHALL.BE INSTALLATION DETAILS.METAL VJD WALLS SHEET 20 RACED FCR EVERY OPENING.LAW1140 TO COMPLY WITH 6SCR0'4 1710.8,2 OF IK FLORIDA MOLDING CODE 12 BERTHA HV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SMALL COMPLY WITH SPECS INDICATEN M THIS DRAAWG PLUS AW&NIL*DM Ah'D ZORM REGUWIONS PROViOM:D BY THE JURSDIGRON%THERE P£RLUT NS AF7U D TO. 13.(a)TI-3S PX-0.PREPARE4 BY THS 17'4GNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SDE SPEOIRC E RRYINECTN I.:MIME THE SITE CONDITIONS b-'PATE FROM THE P.EO. (b)COMPACTOR TO BE F:SPONSIBL.E FOR Hi£SELECTION.PURCHASE-AND INSTAJLATON INCLUDING LIFE SAFETY OF THIS PRODS BASED ON THIS RED.,PRONIDFD HE/StfE DOES NOT MIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TINS DOCUMENT.CONSTRUCU'JN SAFETY AT SITE IS THE CO7RACTOR•S R SPONSIMUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.EO.WILL BE WN:]OERED LYAALD LF ALTEINEA BY AMNY IaFN.^s. (d)SITE SPEaRC PROJVMS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE IDICINEW OF RECORD(E.0.9J FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.E.MIWM OF 1&'CoRO,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENC:NE.R SHALL SOMA[TD RIS LAF,ER THE SITE SPEC=DRAMWGS FOR REVIEW. (c)ORICRML P.E.O.SHALL.SEAR THE DATE AND ORMA d.SEI.AND SIT-MTUTE OF TRE PROMSSMONAL EAN;RiEER OF RECC:RO THAT PREPARED R. ❑H1 M FLORIDA BUNING CODE(Hon High Velocity Hurricane Zone `YV,Ft,A.l '• 0 2015 CSFRY IMETAL SUPPLY,INC. G1CFI1�'wy BERTHA HVTNA 1 �,m R q&A ■ Accordion Shutter System i4: ,..0��,T, S .;-: . = Liv.RADE NF1 W/CR W/0 TLV.WINIMI4 S ACE American Shutter Systems OL4PIOY (ATL ITER AN T, IML. ?3•, {OTA _ .. •? TIUJT TESTING&ENGINEERING COMPANY T Qr ow N.N.75V:.k. ro.XIS,vN'r.NA G1rJf7S.num.371 Association, Inc. I Ot.O 7 T-f 92 4113/15 PATe 4/13/15 $�Y ' ( X268 Westroads Drive 2 (39S',E71-1530.Fac: 505)8!1-153: '',�•'• `+ c-mnx ra'treoa= ^ Wes PONm 86nnh, FL 33x07 3 DRAWING No ��1yG��Y0 L� 47Na N 15-085 AAAAAAp N ITIO,A FLOR.OI Ua.11 u1G7 5 P,t. R." I,/ 1Lf'TURE/DAIF 6 SHEET OF 2D 3•1 r09 ea=w D7rK'® . YA9. Rt8 ZiD 149t` �� '4957' � J7,COVERED UNDER US PATENT 5458174 l�JHVUNIVERSAL FLOATER•��7^^p�� QUALIFIED FOR USE Wj NV BLADE tQ �¢ V HV WiNDOW ALADE• 6005-T5 ALLOY AND TEMPER OUAURED FOR USE W Hv 6063-76 ALLOY AND TEMPER BLADE(D 'SEE LIMITATIONS -T USE OF AND ON SHEET 19 +D •J7 • G063-i6 AL4,OY Af TEMPER 3"•I 6063-TO ALLOY AND TEMPER ._._.�..,';x4_._._._.... 1-�• ♦•� .tt4=, » ... 70• ,�•Y 2.Gi6' •u 67D- J.27,6• � •472 � � 847 c 4I'$ ., 7. •�,\ •i._._9I5' 7.092' � . x- - ---- 7 HV ADJ, ADAPTER W UP SRZ? r s 20 ��E1 WAUC-OVER TRACK V� V ADJ. FLOOR TRAt QUALL�ED FOR-IAAF. W/ NV9 HVA IGC�j TRACK AN- 6053-16 ALLOY AND TENPER SLADE 1 OUAUFI£D FOR USE W/ ITV �� QUA?lFIED FOR USE Wj NV 6063-16 ALLOY A D TEMPER SLADE(0omy. HV RAINGUARD BLADE(D �,1 G063-Tfi ALLOY AND TEMPER, QUALIFIED FOR USE,W/HV 6063-76 ALLOY AND TEMPER w VAv3 7.9_<T•� BLADE 1. 1' 1.615 6063-T6 ALLOY A D EMPER • 1.917'_ r ' • n 1 • ...I..,. i ..__.... .: .100` I^ A _ n pr ...—V.�... .0E0' ® _.. AW'V.' 1670 i v • ". ,.729,._......__" �§�i �a r. • H HV HEADER/SILL �I HD CFNG HEADER/SILL O ED Itil ptADE((I CNLY, OUAL.iFiEp FOR USE 1ST HV MAD: ONLY � SEE SECTIONS FOR BLDE(I� 6063-T6 ALLOT AND TCMPE QUALIFIED FOR USE W/ HV BLADE <�HD WALL HEADER/SIU. b063-T6 AlLOY AND TEARER SEE SECTIONS FOR VAUDUY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEi1,,ONLY. 6063-T6 ALLOY AND IEMPER 7C } 1 LLMPONw A a 71 72 X Y 1 3 i P .Gs3• 2' 5'W. 1/8" i 1/d• � S` ' 3' f0.040` -LL I .. I p', I—­­­__­­_­.,I............. - 0 21 5•kw.I 0.192- 0.192' 1 SIDE ANGLES -_-• _--- ,_I CORNER POSTS OUNJFIED FOR USE W/hti• ALUMINUM ANGLES � ��; � z.s• T•AAx.101190• o.s9a- 13LADE(IT) QUALIFIED FOS USE Y+•,/tiv QUe1UFIED FOR USE Wj ITV 6063-T6 ALLOY AND TEMPER HLfi3E8 ONLY. ' 831+DE(1)6065-16 ALLOY AND 7E.NPER I 2' S'Nk7r.E 0,133- 0.131• 6063-T6 ALLOY AND TEMPER URIDA BUILDING CODE{Han Higfh Veiaay Hurricane Zone N.Tit��j�, — Q 20115 gAsrrovi ICTAL SUPPLY,INC. `r,��.•.i\�7EAS•,ZC.,•��,� � C>sERTHA_HT. TM - 1�� �� ® ® Accordion Shutter System 771� rlv KA.CE#1 W/OR W/0 KV v N"N RACE *= American Shutter Systems _.ra Drscg"DN DATE I VA-N ar: N. TILUT TESTING K ENGINEERING COMPANY g•IA'jl;Qt ? G755 Kw.3€,s.,5,<.=v.R�rA c,rttNs.:.cr�v:JJr AS$OCI0110R1 Inc. 1 ; an t 1-192 'I/t3/15E VML 4/13/t8 Fr.":(Jo5)a7a-s530,P»a(3 76D/-rs71 4265 Westroods Drive 7 1 I DEtA'N3NG No West Palm Seach, F4 33407 J 15-685 �1 AR TER A flU Jr.PZ 510PJh� ,a` SHEET P.i.���'JfC/EIGNF111�aR£/OATS rTORan L c.F ca 67 e 2 OF 20 4576' _ i 749- `T""-""-' sp F' ice/- 7 1 nDliG WNt3. a•_,p '' ^..Y11S, + B+XlD PAWTID i l/ctiM9-i DE GSt (2 Trv) "_ttS53^e rlW1Ei. A. o 11.3^' E } L61N5 s NEW(oeeo(*dWA ..6RK.4 CTIfa7lR 4 21 HV CENTERMATE "'" ''' 32s HY LOCK HV EGRESS LOCK OUALIFI£D F E I & i�A ONLYD ^R-y5�/ HV QUALIFIED FOR SE Wf FN 6063-T6 ALLOY AND TEMPER 1211111y. USE Wf !iV BLAllE T &(i! QNLY •--^' BLADE 1 g s�ONLY. BLADE(T & i1 ONLY. 6063-T6 ALLOY AND TEMPER 23 NV CORNER CENTERMATE -�' FIED FOR USE W/KV EI ADE I,ONLY 7. 4• 6063-T6 ALLOT tK0 TEMPER PLASTIC[IUD TV- 1 V 1.)65• q 4.045SO .Z1• MOLDED TO"'" ' Rf,Y o 2.¢79' 1.753' M1 . -:368'AFTER RNEFING a j n'. o m+ od 1/4"Q-20 x J 3/4" BEFORE RNalFl,G J S.S. THUMBSCREW 114"o-2Q RIVNUT° 1 P {{ ' ±�— SQb6 9{at F:in>?wu{I42d-73 N1IN)W'b..,E F'LNGE 2iCai ..-Fi gxr 1._... W"r h'Ji5[a.Fa&70 6520.w5 uA+w"WRO>BY AVDM cNFW TW".PAAIVPP xY.rev do5rr=4 OR COVAL PUN `= FTMYf Vxv Wrd V MALE -T" CK CE 1:566' LOCKER FOR "T" LOCK CENTERMATE QUAUFIF.D.FOR USE W/HY BLADE JONLY ,��FMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE OUAUflED FdR USE Wf HV QUALIFIED FOR USE W/ HV BLADE TQONLY QUALIFIED FOR USE Wf HV RLADE(1')ONLY VI/HV BLADE a0 ONLY. 81.ME ONLY. 6063-TG ALLOY AND TEMPER- 6D63-76 ALLOY AND TEMPER r i l�I1F!•'y L "i'c .214 .063 ..462"...i ' L^.F76' 1 .1t.�63i .21a ._. .54i .,..:—42. .."i$ ..._� i':,�-1: off r o eL HD CENTERMATE W/ NO LOCKINQ ROD �2 �0 o _ OUAURED FOR,USE W/TTY BLADE(& QUAUnED FOR USE Wf HV BLADE i & IA KSERI 6053-t6 ALLOY AND TEMP£P. 1 6063-75 ALLOY AND TEMPER HQ NT T �S vr.R;E3, 12 W C OUAJ.IfiED FOR USE W/FTIr BLADE CT fit ti r a ,J4 .-w ss cai 3/a's is - i�,N'i'. 6063-,6 tJ LO7 ND 7EMPER s* -iNOMeGL'iLN W M-ms9Si5''i,li I 1111• OsuNOER ( (4T:CETAL`] k Do _ OR KL5 1.57 u;n GYUNOR -- 1.78'Man. y LOCKING ROD Ia L 1/s•® (9 HD LOCK QUA1ino FOR USE Wf HV RmE(Di �Q iJ� 1 6063-T6 ALLOY AND TEMPER Hy 3/8,o-16 ACETAL 1i� "— —20 AISJ-304 BY RCGSW KARDwnRE Mo=msE LXKS SMES 21W 400K D=,LOCK. '?ERIES S.S. THUMBSCREWS QUAInED FOR USE W/HY BLADE 1D& R1SL,LiATtON WILL REQUIRE A 7/16i' HOLE 11. rr B E OUA1JFiED FOR USE W/ KY BLADE tib F(,ORIDA DUIILING CODE(Ndn High Velocity Hurricane Zone DT I'LL'cd AT TRACKS FOR PRO.ER EMBEDMENT QUALIFIED 1 0 IG15 EAS,ERN META;.SUPPLY,IMO. a�Q�����ENSF '•.; �, BERTHA HVTM /7ME C� SNC. A, ,S,An Accordion Shutter System K%1 WZE#1 W/OR W/0 KV.1Mr9QN BALE American Shutter Systems Er.Na- M$CW:VS , DATE n;n N ar: M.I. ! W TILUT TESTING& ENGINEERING COMPANY ST k Association. Inc. aL0,:-192 </,3r,sl rA L at13/15 %-�'• �. :�.�. ESi3 I,.- Zl,Sta:rad Yaat<PYt�.R{n2(yl a)r> --2 PI,.-:to >Y71-s3o"Fcx:(,osan7l-,ss, 4268 Pal Beroads Drive 2 ORAWTNQ No St0i1A1 4�aa`` EBDOM771s Wesi Palm Becch, FL 33407 15-085 lunnn11,u111` W TM A.nUfT al.PX- 5 SHEET FICRiu Ek,t 41167 P.E. SEAL/SIGNATURE/DATE e _'"' 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR C— HV M HV @A I d' 3�8 12'USN. CE Oc , t I A I-'--- -_ . 828• 1 ttV BLADE 1 1 1 : Ii D6753 0625• -� H7 BLADE 1A_ _ ._.._... 3 1v x3aow 61OE acts -1 x_, ® HV LONG RECESSED NYLON BUSHING x I I i KN MADES -o Mme..,;ftrm' Y •0 ® HV SHORT RECESSED,NYLON BUSHING (rn) 0 a< I 11V NYLON HAT tYASI3ER p OR 3750' d HV WHEEL CARRIAGE NSI 302-303 SERIES e.870'x3/16'THICK NYLON WHEEL.. 3 to vtwww 2 716'N22 0.188'0 NSI 302 SERIES S.S. RNcTS 3tsa srr/�PAnaN P3 OEIIYEEN .C625-_LL +<3.i50D• © HV 1 3/4-ACCORDION PIN W/ &8 HEAD EXTERIOR ca wE ta5zs- ® I 4;IJ OPwYXS art 1tER5$.. s .7500• HV 2 3/4-ACCORDION PIN W/§8 HEAD * .�. o '`� I•I'-^ 4 i i/a E'+rTM'x+ POLYCARBONATE IMPACT RESISTANT HV WINDOW j kRE-QU-CME12s), � ; TYPIck HV WINDOW BLADE AND OOR or 3 POLYCARBONATE W WINDOW DEWL TE • ' OORPOLYCARBONATE IMPACT R"'SI%-rANT 1 INI1Y YPSIifi. I BAYER NAKROLON 3103 POLYCARBONATE f2•u2t t 1 RESINS, UV-STABILIZED GRADE OR SASIC INNOVATIVE PLASTIC LEXAN 103 RESIN IHV(11 t4V(14 I I ! p OR 1� j J(SEE NOTE 'F- ON SHEET 19). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR m M-^ ® j ! '1� POLYCARBCNAIE SOURCES FOR 4a Hv I BLADE TYPICAL SHUTTER ASSEMBLY EXTERIORNV PIN� R C (2) FN 'r PIN MAY BE USED 1N ANOExr�UEU OF� D ONLY AT ron � a EXTERIOR BOTTOM KNUCKLES OF KJ ACCORDION SYSTEM W HV� .0.32a' suwE's IwucxtE. BLADE WHEN CORRESPONDING TO INSTALLATION 't1", SHEET 7. 1 3 CsEE NOTE•FOR To,= mwtt Asu am oou e/N o.ou P/x .04 o acoulaEa+ENTs>' ' � ,rr. msa�.E r¢n sc;uFrN A5fY uW o,aro eez 1�soo P...ti iflf>]NtN..SlRa4•!1,Al TE1D Al Y DM 12=Pei O.a P.s2. (3) HV PIN @ OR ©W/ 1/2' O.Q. 1/16" THICK S.S, WASHER 1 M I j, nnum u m MI 34Iom Pax J.5=P<2 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. pi ,f Tr w2�ow caa .sv arca '7 n 1rt-n/ -/,P SHEET ` WEL CARRIAGE DETAIL n.T$. Ti".I , cz2[ or¢uxc W acv c-1 aws o-1 ows ' atr loonon un1 o1o2v IMT vat r -----� t n2 A 1[R•mffi C A rJE VUI2 MA- 6510 HV BLADE SOLID& 1A HV WINDOW BLADE DETAILS '° �0RCK O"P 'x e' w1 P.I. °w-1, FLOROA BUILOR;d"u ME(Mon High Velocity Hurricane Zone ffl 2015 ElS1F.riN uETPl SUPPLY,INC. BERTHA HVT,1 /T1L EC 01m�. A■&S A■ Accordion Shutter System KY RADE#1 W/OR W/O H.V.WMMY BLADE American Shutter Systems ,,c�,c„ �,%N o,., uL TILL7T TESTING & ENGINEERING COMPANY �„r TATE GFS axssnn.taw r eP .�:zsvAe2aus n5a terse Association. Inc. 1 L'UA tr-tsz 4l15r95 wa /t3/tS Ph—:(ws)sn_, ,FP.:(3a5)a71-1531 4268 Westroods Drive 2 P-1 a so �� West Palm Beach, FL 33407 5 DI NG No 17:.,e 5 15-085 P.E. �F~jtG/61WCRE/DATE a SH_4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A 8 C 0 Ems•� � x N S 1 4 �• g 'V.:Y•�,T ,�',M 1.MANDATORY CONDITION 41,ONE EN LOCK t3 or&SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 6 A2 OF SHUTTER SPAN FOiR SPANS UP TD 1O5',AriD FOR NSr TK3hS ANY ELEVATION.IN LOCK or MAY BE USED AS AN TILE OR OUTSIDE LOCK,ATTACHED To IT CENTERMATES W/(2) 1 f4'P-20 x 1 f2'LONG FLAT HEAD S.S.4S.LOCATION OF LOCK SHALL 6E AS INOKY1Tm ON O«� TYPICAL SHUTTER ELEVATION. y(@(DON✓it:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TAO W 6> j§ ,,,,, OR&SFW 1BcE AS INDICATED ON NOTE All INSIDE R OUTSIDE LOCK.CONHECIFJN OF LOCKS TO CFJ71ERiAATES •'•`x'571'" LOCAYIQN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELM710N. 3. -'MID ONLY MEN MANFLATQRY CONIMM/1 OR UMIRED "ANDA7iDRY CONQlIION 421S USED W/NA1 N.V.Lr�rJL51,LOCKING RODS ARE N0i R£QUIREO AT HURRICANE POSITION.BUT MAY �1 d`.rn�e+ 6t`ou30jm • I -✓�«it� BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS e7 OR AN ALTERNATIVE DEVICE t MAY ALSO BE USED AT STACKING POSITION (NGN HURRICANE POSITION). ry A HA1MALL 7 COMdTON i2 VAT M'LACK l StW1 BE USED E AS XN UTSICE OR FOR E AW SPAN �lll 81 AND OJSTN1A410N5 AT AM•ELEVATION.HV LO^ �or®5rV•LL BE USED AS A4 OU7510E IT.R tNSIOE LOCK. aTraGHm TO 23 cQRnER CENTERLUTE w/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.M,s,TWD LOCKwG Raps AT TOP&6D OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS tNDiCM1TEO ON TYPICAL SHUTTER EUNWTICN. qvj=• A {i MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. F x S.FMST ALTERNATE TO CENIEFMTES • ONE ALTERNATE FIV LOCK 6 MAY BE USED N LIEU OF IN LOL'X or FOR AtTY AN AND ona 33 i yiIrTsrA.IATtors AT ANE'F1EVA710F7.ALTERNATc LCCK 2 MAY BE'USEF AS A7 VS(DE OR OUTSIDE l7'K.A7TACHL(UJT t;4 xvo a�v OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR @ CENTERW,TLS SHALL BE MAC£W/1/4'6-20x3/4'ALUM. / L h z '�t�, Ls RNNUr AS SHOWN ON SEC110N WE SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHLMER SPIN OR TWO { / C5c-.61ti9 I T, LOCKS AT 1/3 OF SHUTTER SPAN. III 6.' 6..�.,. MNDITON 3t PDR K(YSEOL!(F `.,.tArt,R=HST'1AMRS: ONE IN LOCK 0 or 0 or @ SHAU.BE USED AT 1/2 OF SHUTTER SPAN FQR JVTY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAY FOR SPANS UP t I ail I TO 96.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 a @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO e3 or 0 SYMMETRIC&CFNTERMATFS W/(2) 1/4-20 x 112'LONG FIAT HEAD S.S. SEE ULD -j MS.LOCATION OF LOCK SHAD.BE AS 1IDICATED ON TYPICAL SHUTTER ELVATON. USE aF L..a RODS 0.W/CONNECTION Q� SI10& Y Y '+' ' i OR Qui TOP AND BOTTOM IS COMPIETEIY MANDATORY. OETNIS ON o r c x I 1 x L N 111YYY1f/��� o x v w x HEI M•` 11 -- *NOTES ON HV "T" LOCKS AND CENTERMATES: ' OF CORNER t+csaxln xarx—'---� CENTERMATE 1• 4 (' (� O 1 ONE ALTERNATE NV•T'LOCK t)MAY BE it1S[AtLm tN UEU OF HJ TACKS OR CIS FOR ANY SPAN AND V_b"'�°o 0'L7 8 a+10 3 IflSTOA170 AT ANY ELEVA7TON.ALI FLNAIE LOt'I.0 QO MAY BE USED AS AN WSME OR OUTSIDE LOCK. ATTACHMENT �"'��r17y �'' OF LOCK INCWD�.S USINC fiENFORCiNG LOC AS SHGWN ON SECTION FAG,SHEET S.WHICH MUST BE CONNECTED TO C£N1'EIUJATES Q�ANO A W/ if4'6-20 1 1/2'LONG S.S.THREADED BOLT W/7/8'6.3/32' Y(ING.U'OR W/7/4 6-20x1'SS.M.S.INFQ A tf4'6x 5/6'RM1TittT.LOCeC MAY BE INSTrdLED AT UDSPA14 OR 12• MAXIMUM ABOVE AND BELOW M10.SPAN.USE OF iW0 LOCgNC RODS i0P AND 60TOM IS MA'rDAT01RY. nsl-aslax��•���.�� ®• tt3�Qs•U�TC�,•�a(3�-r s, ON TES '�N HD LOCKS & CENTERMATES: 7.1LD 1r1Ctr g/HD CIENT[RMATES,'3# (Zg W/ ONE AL7IFtJATE HO LOCK0 MAYBE USED LN UEU OF <ZffPIQAL:j HV BLADE SHUTTER ELEVATION IN LOCKS Q5 OR qq rot?ANY Sim AND NVAL1AIIONS AT ANY ELEVATION.ALTERNATE HD LOCK-;j�MAY BE USED x.r AS AN MOE OR OUIS LOCK.ATTACHMENT OF HD LOCK�TO Q�5 W/3�a x 3/9'F.H.SSA--,,AND INCLUDES RENFORCEMENT INSERT�V AS SHOWN ON SECTIONS HDB-Mfd AVD NOC-H4C,SFOkT I0.LOCK MAY BE WS AU.ED AT MOCSPAN OR 12'%WMUMI BELOW OR ABOVE WDSPAN.USE OF LDCV=RODS E3 IS C04PLETT3•Y OPTIONAL CODE(Non High Velocity urricone ne ,•,\�tiF�.rittil�,, �2015 E�,ERN NLTAL SUPPLY.INC. �\ccn�sF:'�' BERTHA HVTM -TIL EC �n�. A■S■S■A■ Accordion Shutter System ` /1 3f1J•.1k= American Shutter Systems KV.B nDE g1 w/ W/0 H.Y.WNW orMADE • a` TILLIT TESTING & ENGINEERING COMPANY y aescslrna+ TNTC vm"oluxV 0: UL. 'O•'. $TATE OF •Q` xw,,Leu.�,sta..w,urte}:w ca�aAs.nwa AS sxt SOCiOt(Ort. Inc.inC. 1 OLD 1I-192 /13115 nA;C a/13/15 .• �_ :Lsw}en-tslo.F�.:L }oY1-1sa1 4268 Westroads Drive 2 C A-O C 779 West Polm Beach, FL 33407 —DRAWING/�Noo ��/ssJ••••• •CaG\\�� xxL,EAATLLTJ'.P,E 1S—VIS JpJr 1QNAL GL\\``\ FLCROA U-.g 44:67 s P.E. SEAQ/ IORWR%E/DATE 6 SHEET OF 20 POURED Al 1085 ,V I ---(,1�OR "HTO a �j CQ1dCRElE (SEE SCHEDLa ON SHELF G F 131 I to 414L`(`.EC r EXLASS rz anR n 1 mcg 131 FW L"n`'o x cuss.. :� x h NC SIM m au 17�1 A EXISlF1:: asaa�aJ �'-aII saaamuc'" I 9 G4PS9 7d,'(a?NAT EXs'T1N6 ANCHOR cuss-f / 4 tA^At14N i i S /10K3/4'HOS MASHER NEAJ I i i / ,' 1 1 13 art 1 J/6 7LL'A Tt"K bCRM tD 1 Y O.C. 1,/ ' EDGE OF CONCRETE ANCHONS I ' $ FJa S I I 6 7 S (SM SCNEDULE ON SHEET 13) V_Z/,n?zM/, //��/1AFRESC!`E71t _ I EDGE QF EXISTING 'OF--' SLAB IFCt.ASS ' � S'AD IF aPRiM:,. E _ o 10 S1sss€33EF /,A?UCAHE ,// /J,/'r�// Apps-ASLE ppORED C4,IICRETE� FIAT M�1J W.'CYt`'ANp/ORS 'S)CalacE o+sr� T" I .. ...-f_ 1 ._ ..1......!,._. cWYrY>:7Ej HE4t:R2t (`�'-E:acESfJtE 4N SHEET 14) a>I.7Ra 2Im . � K"'IRM �FjAT HEAD �N AET A1itN�1S it .TRENCH INSTALLATION of 9li1 tJ rizaR CCNC'R 7EDAMO).64 RE(w%D --E'D'`--_.- ..._..__..C•D w (SEE SCHEDULE W7 SHErr iRl VAU4 ONLY FDR UP TO+7n.-75 PSF A.S,D. IQ BY FLOOR INSTALLATION fiSCHEDULE CD NV WALK—OVER INSTALLATION f.�GNPRESSURE nNG m FOR SPANS PER HV C I G O EET 11 -1 »max (SK ScN ANCHORS - (SEF 15) ON-7 SHEET 15) 1 S/4'8'g1Yi8 OM,=V/ IfRLt4,:iad 0-- FJ(ISTiNG_, swoa n1 EYRTING---i ' EJa;1'iNG ._....J' 7WeCEtbY w,/.t tmF:S I 1/4• I 3}T,rwW,E W^.a3 ' y FISYt7i'As T#pm-ANCItlRS N/ .nom ? CUSS -I %nava'w am„1 , ____.O uw.vrraso,m t S/a-uet tuvDlma o a' � "ll(sg xnwsa tN I IK fLR IP is C-o's+N+iaD I:f �O'� i i� i i I � � O.C.iM 3%tC IIFXiR P1•ti i! S I, i 1 ,f ♦ i/4' ! ,a- f%! \!:S(AiRa AT T E4D?f fM"RtdUt I[AD Croix. . � nma 4`1=Nor tt aN 7•EE1,I _712' .*O.C. �74XJ/4" HEY.F'.ETA �-}- TETE SCREri5 @ 9'O.C. � �i4xs/4'5.0.4 _ 2*!S ;11/4' +� t/4-mo i./-20 Nns S.S.TdS. �NCAIEIE tt1CHOR5 { — fi'1,!J J O 9"O.C. UosN!rr Y 4.O.C. !-^(SEE SCHEDULE ON 1 L7 /- fSr2EF 14) f j// y DasrMc ezN:mv�-weY. _TgTi---/_....- f ` T7aR18 1J2- ..1-. ( J 17 �l { 2.o0.0'uw.411' �tnu(t xn`nt EDGE a ✓ , V 174.3/x'F.H.sn.s. I ury i / 5lAn IF \ \ � rmsan maxr:¢ \.-CONC.REYE ANCHOR'a '-.:E NET-- 131,0) `-5EE9lXitE 73(S) PwREr,Cax*zrSE""" (SET_S.'t•YVULE OH CSi SHEEN 1 5 D COhCIVE ON SHS 1 f" h OR CONCRETE Elov. SNEU 14) y ON CONCRETE.;LOCK �Daz7u. 7 REOtrno REQU,ED KEYSTONE STON EMOU G-INSTALLATION c4.N„RErE-'` (K-) HV WALL FLOOR INSTALLATION BV WALL WALK—OVER INSTAUAII_ONASM Wfay4'N S,ffr R SPAN B'-0' HY UARD INS TIO 4a7 THIS NP_E MR C9!M'NATSON QF SECF1{7N;y { REMOVALYE�W{EN PERFORMED G D.r EDGE n1STANCE ADJACEM TO AN QE'ERd3t f.EXIT 1 SEE UN�AHONS OF I-ESEEUS SHAT=FDR T7P7CAL SHUTTER (SEE S?E4`F1CAittk.'S Dr1 IE�r 13) QR E1t7P.AhCE {1vADN SHEET;9 INSTALLATION DETAILS W/ 1) HV BLADE ASSE OUN 1117 MY WAYf TOS AN INS11ALiIMONN BE . FLOWDA BUILDING CODE(lean Wgh Veloe y Hwricone Zone 0 2015 EASTERN UETAL SUPPLY.INC. BERTHA W. ,S. .A■ Accordion Shutter System KV.RADE#f W/OR W/0 kV.VdNU04Y MADE k; 4f1 m American Shutter Systems E�. aFsear N� „Arc CIO"err: YL S7pTtDE ; 'nLIJT TESUNG& ENGINEERING COMPANY Association, Inc, I OLDit-14$ 4/13115 WE, 4173175 NA.:5:'a,& S 345.Sw_:,twM lw5.naecA J`.t '*�,.= -t Pna:r:t.�csr�r-:s3a.r (Jcs7ftn-7531 4268 17tronds Drier 2 DRAWING No < ,.����• 1:An 0� 4 r:, West Pclm Beoc t, F?33407 3 WALTLR Aa HT1 K.PY, 4 15-085 P.E. S'ttu.f5IbIUA`TURE/DATE ELORaa Lk,0 a4:GY i SHEET OF 20 SEE ENR WALL CONNECTION bEiA1LS ON SHEETS 10 & 16 Sm wl!=S ON LOCKIMi ROM W LOCKS INSTALLATIONS AND ALTIRWE W LCOC 0 ON%iM 5. Fo-u-T] —LXSIINC CLASS a, W114 Iff�s VAUD M ALL (BLADE W/ HV CEN'TERMATES C04OWMES AM=-,-DN MUM MADE(D OR C0NNE0QN EXISMNG CLASS DETAILS ON SHEETS 10 -7 ------ 2'.2 (WW-T6'A1l0O MrAE 1/2. OPPOSING AkliiETRYCA =(2) CENTERMATES_ NILERMATES r 9E MIN-SliARX"ON +Jiro t/2 Us to A-M W/ HV LOCK 6z or (29, TO CLASS S nnJAZ HV LOC EE SCt4.rDVLE AT EA01"ME(t""; ON S4*'Ll 11) a 5 112- « 3 H HVB VC HVA -PVr?6D CO?CVUE OR 22-a R.'rCK WALL 5yKVELR-l—CAL 7 11 ? 1130-@- EXMI& IN VOL WARATION TO GL�zs rJ if CENTERMATES rg sm _j C LASS W1 HV LOCKrnorv-- Of (OINTEMOR) o' F7N AL ON SH I UT 71) OUT ------1-- -------- -CONCRETE J /AN010n 0 . 15'O'C' ARIES Ilse 'A I Fo-u-fl 6 1/2'UM SLACK OUT I V* HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, 0 201$EkS-UN Ru&SUPAY.wc. BERTHA HV-, A C 6 , Accordion Shutter System .S.S.A. R M KV.MAX#1 W/CR W10 RV.'MIWH RACE = American Shutter Systems Uy.A ocownt. TILLrI TESTING& ENG14EERING COMPANY Assoclaflon, Inc. nw� "/131"5 � nom=-SMA F M, WKG-k-1 no�= 4268 Wcstrocds Drive 2 DRAVANG No ,fest Pcim Beach, FL 33407 3 va-OW0719 15-085 WALTVIk-Uff .P.E. .......... " °"Lk-1 44167 5 1 ---j SHEET P.E. to I I TE 6 1 1 8 OF 20 1 POURED CONCRM POURED CONCRETE '•FD CONCR-RTE -- CONCRETE CONCRETE AL ` f OR coNcRErE OR CONCRETE f f j OR W YCRIlE CONCRETE BLDCK WALT. MOCK WALL REQU+RED J / BLOCK WALL REQuIREO REQUIRED ` BLOCK WALL REQUIRED �/ MSILYG GLASS( /—EXISTING GLASS cow: c Rn -, DINING GASB - ---- ........7 E77' ff Y V.w - EXISB G GLASS � uts 'no+ _l_—iTO c0,ASs�w 7rII� � f �-RRL SufmKT; Socxu CN MN'SGVAA1T� WC SIFARATIWIQR 8AX'. o OJS5(SFEEOTo UE O(SEE OAF SIM,9 FOR t�EO Q� saEDIA.E ON s#Ei m Lt w sFET ,/t G x3 MAX....._ 11 FOR RAM 19 Of.W (sass-TG)cowl: ETA9ESm&� ON S•m ID FOR 1/2- C"Sim tgg�rCR� ON 940 FOR ALUM.CLOSER CLDCATE AT 1 (� FAA06(Dk QFj) T----� FJTN7i STaE aA'>6+ph E�tRifRE ,/z• 1 j evDFs(Ua 0 1 + --s OF(D) ( 4 USE 1.OR 2•MAK ( . Mb (AS APPUQABLE):2•x1/8•.9'-2- A1Cai/z•S.uS.._, _..�_,.�'` c 16.O.C. ALLUNUH CUP ANGLE €D to O.C. V _ _ � (C463-76 ALLAY)AT MI0RE*H!,1 I { (1) /tax,/2•S.M.S.Toe)4, ))) I 01 / (2)1/4-0 VIPCONS ANCHORS TO J �j SEE DETAIL X FQR-/ WNL AT 1.O.C.(LOCALE AT I 1 OR �� SIDE CONNECTION I OR ETINER SIDE or(a)) I ) OR SEC CETAA.X rOR I OR I& TO TRACKS s� Tav xJ 4 SIDE CONNECTION n ,f�, €y«©•Q-s •®- �' «€o-®•O.O-�•Q « -6,6-7 v 8^ 10• "' TO,RACKS 0a�7-a ,D•0'•• o•,At••22�� � �A,,�r�,,(� SrJE CONNEACKS -v.Y-�i1•4J''4't•Cti'" To TRaCXS +�g�'Q3-©'�« �•®acs• 'R'�a �•�A©•�'®'®- B• a -�•� o•�-�•�-�•�«©•� E O - 3 ECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNC) /-POURED CONCRETE CR R£QUiREDFOR SPANS GR'cATER Ttif1 12'-0' /'�EX:SPTtG CLASS I CONCRETE h'La«H:Ali. r- '_EMSmSTG GREC 77/-- S.� / ,R AOL SE?t3+A;.ON �1 1J2"S.M, - /�� m LASS(� o+s` .. MGL;EPARkMOK 1•/ �— C 6 oR®oR j( oR ice,FOR RAD7EAE ON O�X CONc6m T/2-TAN. 1A IC O(V V ._ _._-- T(9-0-0-0 9m iD rCN ANCHOR© ._.. ... IS FOR�TLJAJED0. f .• "`--------- V 0 cartiic as / FZAoLS08:Q ,Y o.c. o '_._._.S..._ C. O Q oR DR 1 0 7 f � Eo R y OR 2•NLN, z•ww. ; o sEE,.RfTrAT1oPY c USE roR � VIEW Y / 7 FT.AaE�aN Sfi_"ET,9 I@CR@aR(9OR;@OR@ 1 �� �...-.•- tO dR-�+ PLAN OR O-©•C?7-® 'Qi•�° NAIL L POURED CONCRETE OR `` ®-©.Oj-8TION CONCRETE BLOCK WALL �,� {�, -v�- �'��-�•t13�"©•®- REQUIREQ tioJ ti�ti- ©U ©-©O ®« �1 HV BLADE OR dA HV WINDOW BLADE INTO CONCRETE OR CONCRETE` BLOCK WALL. _END CONNECTION DETAIL END CONNECTION DETAIL @ Q -�� FtOIdIDA BU110NG CODE(Nan High Velocity Hurricane Zone \ " ."•TJ( it ' 9 20,8 EAST<'RN METAL SUPPLY.,NC. �`�� \r [�TJ�. BERTHA Mut S Accordion Shutter System Zlio =6 6,,,, . ■ ■ ■ ■ RV.RME#1W/CR W/0 H.V.WNW01.DE #r= American Shutfer Systems N o , Ny TIL L7T TESTING k ENGINEERING COMPANY STATE OF c a ema P-.s n a.s..W5.v errraa5 rt�ra.:as Associatloa, Inc. EUF 11-192 titsjlS KATE a/13/15 F'naae: .rax:(:DGysn-Inst 4268 Westroads Drive 2 OP.Aii1NG NO 9 ._ c-ma:mreomGa<cm West Palm Beach, FL 33507 s SFJ—QaeJ A�Afi�`10,%'ASu� `��`*,` WALTER A MI.R1Jc P.E. + P.F. S`Rt1tLq '"tA`URE/OAIt rTaaCA <. xa167 s c SH TO OF 20 SCHEDULE !ft SCHEDULE 62 SCHEDULE k3 MAXIMUM SHUTTER SPAN 'L+'OR -L-' MAXIMUM SHUTTER SPAN* 'L+' tAXIMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ OR -L-- (R.) FOR R 'L-' (rt.) INSTALLATIONS )NSr'+17 AliG1N LEGEND , Ni> 0 &®or or INSTALLATIONS W/MROD i CONCRETE& WOOD (1)L+:MAXLMUM ALLOWABLE SPAN FOR A GNEN W/ONE H.Y.LOCK Or 6 or or W ONE HV LOCK$ MANSORY PO5ITNE ASA.CMGN PRESSURE RATING. HO LOCK Q�,i 5V/ NO LOCKING RODS or ONE 1LV LOCK OR W, NO LOCKING WALL A, B. C 0, E, M, N,O, P. 0, I-:kW.ALLOWABLE BRAN ASO. S PRESSURE PA�. ��NEGATIVE CENTERMATES®&@ W/ONE HV Y W/NO LOCKING DS MOUNTING F, K &L R. S, &V, LOCK® W/TWO LOCKING RODS®TOP & (SEE:NOTES t,it) (WJ.10 FOR MOUNNaNO Qt (2)PROCEDURE TO DETERMINE MMMUM SPAN FOR BOTTOM SEE NOTES tt) SHEER 7) BOOR/CEILING G, H. I, 11,J T. U. W& X WALL MOUNTINGS(TOP/DCrOM)OR FLOOR/CEIUNG: CONCRETE&MOOD DISTN3AigN5 O CONCRETE&WOOD CUNCf rE MOUNTING & M O4mtu �•r q Mow. Ghl"A POSITIVE ASD.DESIGN PRESSURE RATING, A� 15'ALL wDUNTDIO n0DR/CDIAX'. � WALL�� t ) DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE a.1et YOUKTUNG POW a R+1F4 FtoaR cmm WDUM"* GIVEN A NEGATIVE A.S.D.DESIGN PRCSSURC RATING. (�o f I 'i00R/titA:tN7UNONG (,. ')) Fi - fil.wuNrxc DEIMMIE ULV"w SPAM 't FROM SCHEDULE, L 1 W L-(N t f f9 L-QO d SUM StitlRFkt SPAN 2+OR 1--FOR 30 OR t6'-0' tb'-0' i6'-9' 16'-0' 30 16'-0' 1S•-0- 3D 16•-0' 16'-0• INSTALLATIONS INTO WOOD SHA:L BE LWAED TO FINAL WXDAUM ALLOWABLE SPAN l5 EQUAL TO THE ........ _.._.._ ..,._.„,—..,... ..._.........._� 105 mf.AS.D.DESIGN PRESSURE RATING. u DETERMINED SPAN BETWEEN 1+'AND'L=, 14•-10' 15'-2' 16'-0' 35 7a•-1 D' le'-10' 35 15'-2' --'....----1 '....._... _ �.. _ 40 13'-10' IJ'-10' 1{'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-2' I5'-2' + CO PROCEDURE I TO IWEE14DETERMINE MAXIMUM SPAN FOR 45 ,5-1' 13'-1' 13•-N' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' I 11V CORNER CENTERMATE 03 MAY BE USED AT ALL COMi3iNA1tOYS IN BE1Wf�N MALL MD(I11TINC$ �• '-- MOUNTING INSTALLATIONS.LOCKING SPEGF1CA71ON$ W/FLOOR/CFlUNC MOUNTINGS: 50 1T-5' 12'-57 12-6' f3'-T 50 12'—S 12'-5' 50 •-.12•-3• 13'•-1' ...._._--_.....— St1ALL BE AS INDICATED ON MANDATORY CONDITION J2 55 11'-70' 11'-10' 12'-1' 12'-11' S5 11'-1U' 11-10- S5 11'-Y 71'-11' FOR A GVCN POSRivf A5.D.DESIGN PRF55URE ---- NOTE J5.SHEET S. RATINCT -{' 60 11'-4' i1'-4' 60 10'-2- M Tl-5' 65 1O'-to- m'-,0• G5 s'-5' DEFERUA70 10'-6' 10'-6' 1G'-9' 1t'••S' 70 10'»6' 10'-6' 70 8-9Lt+=�MAX.$PAN FOR WALL.MOUNRNfi OUNTI.AAONS. 12+'MAX.SPA1T FQR rLOOR/CEILWC MOUNTING 75 t0'-1' IO'-1' 10'-{' 11'-1- 75 - lo'-1• t0'-) 75 - 't't•EXCEPT THAT MAL1A1'JM ViJFFER SPAN'L+-OR INSTALLATIONS. 80 e'-iD' 9'-1 D• 10'-0' 10•-9' BO 9'-10' 9'-10_ 'L-'AND MAXIMUM ASID.DE WG PRESSURE RRING FOR FOR A GLEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-O' 9--9' 1O•-5• 85 9'-6' 9--6• INSTALLATIONS INTO CONCRETE OR CONCRETE FROCK RATING: SO 9'-J' Y_3' 9'-5' 10'-1' __.90 9'-3- 9'-3•.--.. S14N.L BE UWrED AS FOLLOWS. DETERLtiNE: 95 9'-0' a'-9' 9'-2' D••10' —95 9'-O' 6'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING L1 LSAX.STAN FOR WALL MOUNTING INSTALLATIONS. E'-d' 9'-0' 9'-T ,00 8'-9' B'-a' LIMITED TO +64,-72 P•s I. AND 6•-D'SPAN, SEC L2 MAX.SPAN FOR FLDOR/COUNC MOUNTPNG 100 S'-9• __ — MOUNTING Q ON SHEET 7. INSTALIATiONS. W-7' 8•-9• 9•-4' 105 W-71 T-11 c ..._._._._-_.-_• T I0 B'-4' 7_7' 0'-7' 9'-2" 110 8'-4' 7'-7' FINAL LF MIJUBETE ALLOWABLE SPAN IS EQUAL TO THF. 115 B•-2• Y-3" 8'-4' W-Ir - ;s 6•-2- T-3• SEPARATION TO GLASS SCHEDULE. w`""'°MaETwsEN '+. F. ,=ANG-�- --'-- --..._ T20 e'-0' 6'-n' 9'-2' 8'-9• 120 s'-D' _.__...... _ AL W TO ANCHOR A D NEGATE hFINAL MA7(IMUM 125 Y-10' G'-8' 8'-0' 8'-S" 725 T-70' 6'-e' ALLOWABLE SPAN AND NEGATf.`A.S.D.A5GFS10N ,_.._ 130 7'-8- 6--5' T-ID' e'-,1',_ 130 7•-8' G=� MINIMUM PRESSURE RADNC TO pLTE1tuD:E MAXIMUM FNCHOR 135 7•-7' 6'-2' T-9' i':' 135 7'-7- 5•-r WIND ZONE SPA NO 140 -"s "s=;i= r-7 Y-6 ta0 Y-S 5-tr ASTM E-1996 SEPARATION �745 7,-3' S'-9' T-5' i=3' 145 -'-J-._ TO GLASS 150 T-2' 5'-7• T-;: -'T-0' 150 7•-2' 155 7'-0 -a 6'-9 1s5 7,-Q, s'-s' 1 THRU 3 1" T&0 6'-i)' S'-2' T-T 6'-T- 160 6'-71• 5'-2' i65 6'-10' S'-1' _T-0' G-d- 1G5 6'-10' S•-1' 170 6'-9' d"-1t" 5'-11' S•-2' 170 6'-9' 175 5'-1' 4'-8' 6'-9' 8'-0' 175 6'-7" d-9' 180 6'-6 4'-9 6'-8' S-IO" l80 W-6' 4•-6' \F/ H V BLADE 185 L-5' a'-6' 6'-7' 1•-8' 185 _6'-- 4•-6' 14C d'-5' - 5'-6" 190 6'-4' 4-5i954'-2' �6•-4' S'-3' 200G=2- 4'-2'4'-1 ' S' �' 205 6•-,- 4•-1• RORIDA BUUING CODE.(Non High Velocity Hurricane Zone Q 2015 EASM N METAL SUPPLY.INC. BERTHA HV Accordion Shutter System �1 E C O TtrC. A.S.S.A. I{Y.BtJ DE ,W/OR W/0 HK k4HDOW RADE h 7 rJ = American Shutter Systems o,•k M71KWU;IDN DATE 1Ri91N sr:L aY, c, TIWT TESTING & ENGINEERING COMPANY Association, Inc, I OLD 11-192 4/13/15 Nutt: 4/13/15 TIC 4155 N.V.SSS..R..SIS.J.S.YACm d Imm II G4M-Vi `*•- pl—,(3M)87N-ILi3N).rc.:(35)671-1331 4266 Westronds Drive 2 DRAWING ND —"W.wt—W.L— West Palm Beceh• FL 33407 3 O, •,FtGR)dP•'��4 :0xxtTn"A TWT 15-085 ��'tEFs &6 +C/DATE FIPRa+L:,.9+4167 a SHEET DF 20 RMIMUM ANCHOR" SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AID,DESCH 1(ETATIVE Qgpo_a_M MW AND A MEUM NG FlOU!!E TYPE FOR WNIX3 OR OONCRfiE ROCK tSTAL2MIS (SEE HONDm466 E C.k H ON WIMTS 6 R 7) 1,ANCHORS TO SUBSTRATE SW1L BE AS FOLLOWS: Faun 0WICA7CJ0R;g=am Pam 0011'S6.Td (A) TO Extsn,ac POURED GD1NxTETE(iL9.r.-3 E.) @WALL SILL MOUNTING �'}0, CETUNG MOUNTING N�FLOOR MOUI(I1NG -1/4-0 TMCCH OR TFPOON"A0YA4=THREAD ORY TECHNOLOGY ANChORS,AS MANOFACWRED BY LT.W.FTS=E(.(W,e. 3 s.D SPAN -1/4.0 x 3/4'ALL ARTS SOLD--SET ANCROK AS DISTRIBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY COMPANY.(Ma,.t'0=3 k i) (N IIS11 OMW BEAM ff=M Ala DEAN I MW a3 m TtLG'UST fln=PARD -1/40 BLUE TAP CONCREX ANUiORS W/CAP AS UANU ACMMED 6Y t1DBRI&FASTENER'S DRECI;M.;Krl C.-2 Ict) 3014016017510 12011 0 200..30 40 60 75 781• 2O5 30 tfi N2f 7s 2W N WITH N -i/a'0 TAPPER+ARC.HDRS AS MAMJf'AL'fUT'rD eY f"OY 'FA5IENL2N5,WC.,AND OLSIlNElUilD(NY Al FTRNIS SO}NEW,EOD @ SPEp11TY ED U 10 B 8 8 G 5.5 N 12 10 e D t4 12 10 9 8 8 6 0 TAPCON 95TH CHNLOG CAMPANtf OR ANY OTHER APPROVED LICENSED a2 AIRNOREEED VENOOR REGISTERED WTDI'nz AUEICAN SHUTTER SYSTEMS ASSOMIT10N•,INC. MRFADFORM TcCriNGLOGY (MND,re w 3 her 3'-0• Ti f0 B 0 8 q 6 14 12 50 9 D TIT D f4 ]2 10 9 0 tl B 8 ALL SOLiO_'.*LT 7 DR LEM 14 10 9 6 8 H B 14 12 10 9 8 8 H 0 t4 12 10 9 8 8 8 5 �.PO EAP SOL C� �. to !0 0 8 8 6 7 N /2 tD D H D N D 6 14 12 10 9 8 8 6 B A1)Uh•WFM 048-MUM INTO POURED CONCRETE OF TA74AH OR TAPODN WITH ADVANCED THeZWORM TECh'40LOGY ANLHHORS AND TAPPET 14 10 9 8 7 55 3.7 74 12 f0. 0 8 0 G 0 14 12 10 0 B8STAFM4 ANCHORS G 1 3/4'.ANO MR BL:E TAP W/CAP ANCHORS 6 1 1/Y. 4._D. 10 9 8 ® d 0 14 12 10 9 5 B 0 0 14 12 10 9 e 6 S100b ti 12 iD 9 8 a 6 4S 11 t2 10 0 B 0 i SS A2)MXWU EMBEDMENT OF 1/CO x 3j4'ALL POINTS SVJD-SET ANCHORS'SHAH.HE 7je'INTO THE MRED CONCRETE.HO OMEOMET t4 10 9 8 D 8 4S 14 12 10 9 6 S G SS 14 12. 1D 9 D e d 43 INTO STIt"CO StWl BE FFRAWtEO.1/4.0-20 SS,MACt!.NE SCREW USED SMALL BE 1 1/2'LONG MINMJY SHOW STUCCO DOST,AND 14 12 11.1- 9 73 SS 35 - 14 12 10 9 15 8 6 5 N 12 10 9 5 7 55 N 4 •SCE L3N1*A OF ft3:fca 1'MININVU FOR WALLS WITH NO STUGCO, 5.-q. ,4 12 A 8 �E 8II 14 12 70 9 tl 8 6 &5.14 t 12 10 9 8 8 8 i4S fs� HA7L' Or+SNt.Lf i9 i4 12 97 4 -[14 t2 t0 9 8 65 5 3s f4 12 iD 8 55 5 35 S A.3)IN CASE TH AT PRECAST ST'CCNE,PRECAST CONCREr PANELS,PAVERS OR ANY VENEER BE FOUND CI THE£XSRN;:WA1 OR fL00R 0 D 7S 4S - 12 10 9 8 B 6 43 14 12 10 9 8 16 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FIRSHES ANCHORAGE$KIiL.BE AS INTICNIED ON 14 12 9S 7.5 d.54S - - 12 10 9 8 7.5 5S 4 14 12 10 1 e 8 8 ss SS NOTES A.1 &A2)ANJWF-FOR INSTALLATKMS 00'Wf.S:OtNG OR EFS WFTH OR WDTUUT METAL STUDS CONSULT THUS ENGINEER.FOR N 12 i8 D q e 6 12 10 9 8 8 6 S 14 f2 f0 9 8 6S�S 15 tASTALLhTVNN IF.TO ETES WITH METAL STUDS SLE SHff.T 20, 14 12 10 9 75 55 3 12 itl 8S 7`55..4.....3.. 14 i1 9 8,3 5S 4 3 1{ 12 10 9 B e - - 12 tot 9 6 4.5 5 14 12 10 6X. 0 5 { - (8) TO EKSTING CONCRETE CLOCK;(ASTM C-90) t4 12 8 eS 5.5 3 - 12 110 9 8 05 45 35 14 12 10 B 7 5 J.5 3 -T/A"0 TAPCC N OR TAPCON WITH ADVANCED THREADFDRH MMM-14Y ANWORS.AS MANUFACTURED BY I.Vc DI WOW -1 4'0 x.3 4 ALN.POINTS SCUD-SEr AN040M AS DISTRIBUTED BY ALL POINTS SCREW.BOLT t4 SPECIALTY COUPANY. .7•�. 14 u 10 9 8 e - /2 10 0 8 7 5 4 14 ti 10 0 75 55 4 3 / / f1 12 t0 5 OS'4 - - 12 D XS 6 1.5 35-l4 0S 7 O.N 45 3.5 - -1f4'9 GLUE TAF CONCRETE ANCHORS W/CAP AS IAANUFACRNREO BY FLORIDA FASTENERS O:RECT,INC- 12 12 10 85 7 14 -i- 12!f0 0 7.5 5S 4 - 14 12 4 ] 7S 4.5 »._ -1/4"4 TAPPER+ANCHORS AS MAWiACTVRar BY POWERS FASTENERS,M.AND DITHV UfED BT ALL PONS SCREW.BOL.'fc SPEVALTY N it 7 55 45 - - ti 12•10 9 7S 4 14 S2 4 7 6 4S 3 _ COMPANY OR ANY OTHER APPROYaD LICENSED OR AU0(OROEp VENDOR i!COSTEREO WITH THE AUMCM S}R7TTE2 SYSTEMS ASiDOATION,@7O. .�. 14 72 10 0 8 b.5 - 14 12 f0 8 8 6 4 N .12 f0 8 e.S S 3.5 - D.,., N 12 83 7 Ss s 'li i2 a iia S5 J i- A5 SS tS S B,()WNTMUM DAREOMENT INTO CCNCRERE BLOCK OF TAPCCNL BW'E TAT Wf fJ�P ANCHORS AND 7APFIR+ANCLiO�T IST i/4'AND 7APCON TZ'12 9.5 T5 6 - - - fa 12 es a`W 5 - - I4 12 8 9&0, 4 - Wmi ADVANCED THHEADFOW TECH LOGY ANCHORS IS V. iJ eS eS 5 35 - - 14 12 70 a 6.5. 5 - 14 12 8 63 t4 12 10 9 75<3 - - #1:, tLd 7 S.S 4 9'-0' Sa t2 10 9 B - . - - a2)MDN3AUM EMBEDMENT Qf 1/4'0 x 3j4'AL1.PDIMB SOUO-SET ANCHORS SFVL,BE ENRRQY EMB:DDFD INID TE.T COHCF.ETE BLOCK.K0 1 . - to_tt 7 SS 5 3S - - 5545 L - - - EUBa4cENr 4Vfa SNtSO SHNJ.QE PEftMTnFD.7/4'0-20 SJi.MACHONE SINtEW USED 5}LAtt DE 1 1f2'LONG Wh"JIOU 5f1019.D StUCi.Dl 12 9 63%.5�- - 1t 12'!15 7 53 � - SS b 45 - - E#Sf,AND i'MTMWY FOR WALIS YtiTN N0 S'TUCCO. 11S 45 5S 4 -f- - 141 B <.57 5.5S 3S 12 10 9 7.5 - /4 '12 10 8'6S S - - D G 5 48.3 IN FATE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAYERS CR ANY VENTER BE FOUND ON THE DaSIING WALL OR ILOOR, 10'-O''14 io.5 7 5 3S- - 73 0S:8.5 5 4 S - - S4 3 - )ANd10RS!tUNI 13E LON.'G EhCUGFV TO Fif.'A'"t SHE MAIN SfRIK:rJRE�i�ND SAID WAD,FEhT$tf;,�+A4CtERAG£9W.L BE AS 7N.DXA1Ep C414 11 7.`a 55 - - 14 715€9 6 5 4 - - 6b 4Mans& &8.2)AEth£.FOR RNSFAi.iATIC:S H1it XN.4,1 59LNC CNE EFS W'TTH t>R 4.tI5N0LNT METAL SNLYJS COtiSNy,T TdiS ENt;I:fER. 0544 :2 8 63 55 N 4 - 45FOR DF57AilA7HDii BiFO EES W'I1Ti MED2.S71A7S SEE SET 20. to - - - - ,a t2 4 7 d7 SS aS 35 C A''CHCRS SiWl DE INSTALLED FOLLMIG ALL OF THE RECOUME.NDATICNS AND SPECFIGYIONS OF TSC ANCHOR'S W.ttNUF'A-NRER. 1251gS - - t2 9 8 4S .1 7- - - 9 7 45 35-S- 141 14 ID 7 - - - - - 14 IIOS 7 55 41 11.5 as 55 45 M75 - 9S 14 t3 73 G 5 - - 12 9 4 46 a _ (0) SEE SCHEDULE BELOW FOR EDGE OSfANCE(E0.)VERSUS SPATTING RELA710N.".t9P FINN ANCHORS. 72.-0.14 12 10 - -1- _ - 14 12 `8 "4.!55- - - 13 10 85 s 4 - - - EDGE DISTANCE W-R=coAYNN'�MCQUIr FOR ANCHORS: I5 65 4's - - - - - 11 8 55 4 55 - - - 8 B 4 3 - - - - MA7FIMUM ANQ;OR SPA"RN(S AVE VALID FUR EONS UVANCE$Iti01CKTED BELOW,FOR E 0.LM TWIN THE LNDM411D.REDUCE ANCHOR SPACING 35 951 H - 1319S BS 5 4 - 0S 8 5 4 BY MULTR'LYINY'SPACING SITOWN ON SCIIEDULE BY TNF FCLLOWNG FACTORS- 9 65 -+,_ SS LLS 7 55 a3 tt 83-u 4S 3S 8'lDEtCEA SPAN:NG OHfMANEC 45iNC FACTOR S'FNl.NOT OE LAS THAN M94MUN SPAt9N5 WDCATE/FOR EXR ANCHOR T,PC ." _ _ - ..._..._......_._-__.'_ FACTOR 13'-D'E4 12 - - _ S4 1tS 75 0 5 - - - 12 9 6 <5 4 - - 05 t0 TS 5 4 3 - -t- 75 55 S 4 3 - - -i- ACTUAL TAPC03d KG}I h7sAN TAPPER .25 65 - - - - - - i5' - 9s 7. S 4 - - - - EDGE TAPCCN THREADFORM TECHNOLOGY ACI.POINT SOLID SET BLUE TAS W/CAP..-.. + D 6 _ _- _ - - t3 95 &5 s - - a5 7s s ± - - - - HV BLADE OR VCTANCE ' U.N.sFA1Fgas ti 12 - - - - - S4 iD5 7 SS - - = 1i 85 85 451 - - E0. 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