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HomeMy WebLinkAboutProduct Approval riurluaoi:waltig(Acle vnune Page 1 of 2 RECEIV70 MAY 171016 O . tor g �� �� �� `�'� ia�'e5't?7'Y�n �i"�` ao... n iC :rtrlt�fit°i ' BaS Home ; Log.In y User Registration Hat Topi3 ' Subrcdt Surcharge S:as H Facts PuoNrzsens ; F3C Stlfl I 2 i5 Si[e wuD ' Ln L search i Busines�1` j Professib al i U Product Approval i USER:Public User Reaulatior 11 Product Arorovai Menu>£:'Szd{i-srs or.'..a,QiUon Search>$aoli4tion ii5;>Application Detail } FL# FL389 RS Applicatio..n Type j Code Version 2014 Application Status CApproved Comments Archived f Product Manufacturer American Shutter Systems Association,Inc. Address/Phonegmaii 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email I Category aAccordi:onD Subcategory Compliance.Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-ri Evaluation Report-Hardcopy Received I i Florida Engineer.or Architect Name who developed Waiter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 QualityAssurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 I Validated By. John W.Knezevich,PE R Validation Checklist-Hardcopy Received i i i Certificate of Independence FL389 P.8 CGI HV ACCORDION CI NONHVNZ odf i Referenced Standard and Year(of Standard) Standand Year ASTM E-1886 2005 i ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 i Equlvalence of Product Standards Certified By i C Sections from the Code i - I haps://floridabuilding.org/pr/pr_appjtl.aspx?paraur--wfiGEVXQWtDqvyyHH211JVX53 11MWS... 5;2!2016 f1U11W1 DWIU.Wg L,WC UM11110, Page 2 of 2 i Product Approval Method Method 1 Option D i Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 j Date Approved 06/22/2015 i, i Summary of Products j FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- i Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved:for use in HVHZ:No FL389 R8 II A.S.S.A.INC. Df ,y'G.15-086.q Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A j Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A S_S.A.INC. positive ASO load and 13'-0"for 35 psf negative ASD load Created by Independent Third Pa ty:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load j for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" } for 55 psf HV3 blade w/window blade working in 1 ; unison.Max.span for HV3 blade w/o window blade for j installations into Metal Stud walls is 79"for max.ASD pressure.rating of+72,-72 and 84"for+64,-64 psf.See sheets Cher spans and ASD pressures. I 389.2 Bertha HV Accordion Shutter-Blade I Extruded aluminum interlocking blades retained by tracks i 1 Only-(Non-HVHZ)-Dr%vg 15-085 I(top and bottom)for storm_protection j Limits of Use Installation Instructions _ Approved foruser :No FL389 R8 II A.S.S.A,INC. DRbVG.iS 085.DdF Approved for use.oWW.de HZ:Yes Verified By: American Test Lab of South Florida Inc. j Impact Rdsistarlid.Yes Created by Independent Third Party:Yes Design.Pressu :N/A Evaluation Reports Other::Large m el"D".Max.Span is 16'-0"for 30 FL389 P.8 AE A.S_S.A. INC. P.E.R. DR4yG.i..-085 HV.g1df s f negative ASD load de endin on centermates and i Created b Independent Third Pa Yes P• gig P 9 Y pe Party: j locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings V-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 f j p,s.f.for HVi and HV1A.working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures, i j 369.3 Bertha,HV Accordion Strutter- Extruded aluminum interlocking blades retained by tracks j COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions I Approved for use in HVHZ:No 8389 a II A.S.S.A. INC ORWG 15-OFt4_.ggif 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 Resign Pressure,N/A Evaluation Reports Other:Large missile.Max.16-0"span at 30 p,s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DIRWAS-15-084.odf j for Blade 1 and i8'-0"for Blade 2.Sea schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively 1 ' i EE Next I Contact us::,t,94o Northmonrne Street Tallahassee FL 32399 Phone:00- 7-1924 The State or Florida is an ANEEO employer.coavria"t 2007-2013 Stat,of Flora.;;Privacy Statement::grC•«<bliity Statement::R f tgtement I Under Florida law,email addresses are puL4it.ramrds.if you do not want your e-mail address released in resporr5p to a public-regio;us request,do not send eledronk math to this entity..Instead,contact the office by Phone or by tr3ditiona:mail.If you para any questions,pease contact 950.487.1395.-pursuant to Sectl6n 455.273(1),Florida Siatutes,effective October 1,2012,licensees licensed ander Chapter 455,F.S.must provide the aepadrnent with an email address if they have one.The emaus provided may be used for ofreal communimtkin with the Jicemee.However email addresses are Public re ord.'tf you do not wish to supply a personal address;please provide the Department with an email address which cab be made available to the public.Te determine If you are a%cer:see under i chapter 455,F.S please dick tirm. i Prodttc!Approval J;t'cePte: I i SE'Ctil'i.'StcTitdce' i 1 j littps://flo�dabuilding.org/pr/pr_app citl.aspx?param=WGEVXQWtDgVYYHH2VJVX53MWS... 512/2016 GENERAL. NOTES: 1.BERTHA 11,V,ACCORDION SHUTTER SYSITM SHOWN ON THIS PRODUCT EVALUAION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WHIM THE 2014(Sth EDITION)OF THE FLORIDA BUI NW,,COOL.')HIS ACCORDION:.FRITTER SYSTEM WWI.NOT 80 INSTALLED AT HIC44 VELOCITY HURRICANE 70NM !l �4 DESIGN WIND LOADS SHALL HE DETERMINED AS PER SE:CII(W 1620 OF THE ABOW..�MFNIONIET CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURI50(C1m WHERE SHUTTE$WILL TABLE-OF CONTENT S BE INSTALLED WITH A OIRECTIONN.RY FACTOR KJ--0.89,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DMON PRESSURE RATINGS INDICATED ON S7EEE7S 11 THRU 15.10&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN MIND LOADS DMEMENED PER ASCE.7--10 SHALL BE FIRST REDUCED TO A.S.D. OESIGN WINO LOADS ARFA-1• 8-LA-ID & S AY MNLN'L.YiNO THEM BY 0.6 IN ORDERTO COMPARE.THESE W1{AIX.(AS.0)DFSK:N PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS ANO ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE MRS^FOR WIND LOADS WAS Na lSrD IN 1HEIR SYSTEM COMPONENTS 1-20 SHCLT 2 ANALYSIS,HOWEVER.A WIND DURATION FA('.TOR CD-1.60 WAS USED FOR VERIFICATION OI FASTENERS IN WOOD. SMOA COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER S•>STEWS ADEQUACY F'UR WIND AND INROE MISSILE IMPACT LOAD HAS 111171 VERSED IN ACCORLNNCE WITH SECTION 1609.1.2 OF THE ABOVE MEN'BONLTI CODE.AS PER _ 1YMCAL SHUTTER ASSE)ABLY 38-14 SHEET 4 \ATL REPORTS: TYPICAL WINDOW OWE&WINDOW DETAIL -HV BLADE(D $0214,01-03.10715.01-03,11004,01--05,11214,01-05,80317.02--06,$0009.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-403 PROTOCOLS AND ASM F.-1886 ARBA 2' Fivl eL or(1,ANO my A INC)OW &AM AND E-1096 STANDARDS(MISSILE LEVEL 0,YANG ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE, fWti ME-.&ELlMMO --IN WINDOW BLADE. (D 10905.01-08 AS PER ASTM E-1806 AND E-1996(MISSILE LEVU.0,WAND ZONES 1,2,3)BASIC PROTECTION ONLY AND B 0725.01•-88 AS PER TAS 202 PROTOCQL. TYPICAL SHUTTER OLEMATION &NOTES ON LOCKS SHEET S INSTALLATION DETAILS A-F.coNCRCf RDCK SHEET 6 2. XIV OIADE(i)AND HV WINDOW BLADE(9 N&:ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GFNFRN.UURARONS AND CONDITIONS OF USE I1D1CATO ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/1111-00K SHEET 7 CEMERMATr DETAILS W SHEET 8 3.BERDW H.V.ACCORDION PINS QIV SCREWS),USED AT BLADES KNUCKLE ANO FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75"AND 1/4x1.75'RESPECTIVELY,410-HT MINIMUM;'»RIES CEHIERMATE ALTERNATING DETAILS W SHEET 9 STAINL.FSS STEE3.SCREWS WITH 135.0 lad YIELD-SIRENGTH AND ABO 1®i TENSILE STRENGTH.PINS SHALL BE COATED WAH OrMR4 MV DACROSHIELD COATING SYSTEM AS MANUFACTURED UY APPROVED COMING APPUCAT02S•REGISTERED WITH AMEBICAN SHUTTER SYSTEM ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THER HEAD. 4.A11 Al.UM1NlJN EXTRUSIONS SHAH.BE ALUMINUM ASSOGAlION AHOY AND TFdIFfR AS]NDICATED ON SHF.EIS 2 AND 3-MINIMUM YIELD STRENGTH FOR 6083-T6 ALL IS 30-0 km IdJO U7 4N FOR END CONNECTION DETAILS 1•-6.CONCRETE/8LOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6003-75 ALLOY. ANCHOR SCtREDULE-CONCRETE.[BLOCK StW 12. S.ALL SCREVIS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANTCOATED CARBON STEEL AS PER DIN 5DO18 WITH 50 W MiN.)IIID STRENGTH MID 90 k4T MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLACK SI-w 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.:7.4. ANCHOR SCHEDULE-CONCRETE&BLUCK SHEET 14 B,BOLTS TO BE ASTM A-307 GALVANTZEO SIM, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kul MINIMUM YIELD STF.ENGIH. ANCHOR SCHEDULE-WOOD SHEET 15 7,SEE THE FCtl-LOWING SHEETS FCR ANCHOR SPECIFICATIONS.NV BLADE(1 12,13,14.18 AND 20 INSTIGATION DETAILS M-R.WOOD SHEET 15 INSTALLATION DF.TARS S-X,WOOD SHFEI 17 HV BLADE Q t4 WORKING IN UNISON: 12, 13&IS END CONNF..CTWN DETAILS 7•-12 d(X.WOOD SHEET 78 -8.THIS 6MRIH4 H.Y.ACCORDION SHUTTER SYSTEM SEARS A ITS, PATENT 18779,502 COMPONLTNIs OF THIS APPROVAL ARE COVERED.IN WHOLE UR IN PARI SY U.S.PATENT x'"458,179 ISSUED TO EASTERN METAL SUPPLY,AJC. AREA 3• Ny WINDOW ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTORTO SFAVCAULX ALL SHUTTER COmpoxIE.NT wGrs WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH 11(t ODUINO TO PREYENT WINO/RAIN INTRUSION. TYPICAL RiLH'TER ELEVATION SE�ET 10 10.F.•ACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE W0H WARNING NOTE.:OURING PERIODS OF HURRICANE WARNINGS HOME OWNER.IEHA NT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4. W WINDOW BL AM nONI Y CFJTFERMATTS AND ENGAGE OR LOCK ALL W AND NO LOCKS 11,SI,UMR MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT MCOROION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLCROM BUILDING CODE ONE LABEL SWILL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENINO,LABELING 70 COMPLY WITH SECTION 1710.8.2 OF TIE FLORIDA BUILDING CODE. ...... ^- 12.BERTPA H.V.ACCORDION SHUTTER SYST"S INSTAU.ATIDN SHALL COMPLY WITH SPECS MCATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMOF 1S APPLIED TO: 13.(a)TM P.E.D.PREPARED BY THIS ENGINEER IS CEINERC AND DOTS NOT PRMDE INFORMATION FOR A WE SPUM PROJECT;T.a WHERE.THE SDE CONDITIONS MUTE FROM THE PMD. (b)CONTRACTOR TO BE RF.SPONSIM.E FOR ME SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.EO.,PROVIDED HE/SHE DOES NOT DE07F FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOMINENT.CONSTRUCTION SAM AT SITE IS IHE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEAL d STIE SPECIFIC PROJECTS SHALL FIE PREWARLL BY A FLORIDA RE:GISTENED ENGINEER OR ARCHITECT WATCH WILL BECOME THE ENGINEER OF RECORD();O.R.]FOR THE PRO.IECT AND WHO VALE BE. FSISLf.FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELECATED ENGINEER TO SHE P.ED.END EER SHALL SLNi14R'1O 7fW0S§1A11FR THE 517E SPECIFIC OP.4Ytl1tiGS FOR REV%EW, (o)ORIGINAL.PLED.SHALL BEAR THE BATE ANO ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TWIT PREPARED IT. 7, FLORQA B11LD1Off(Mon High Velocity NuITiCane Zone WA A. �7+iA 0D 2015;EASTERN METAL SUPPLY,INC. BEKTHA• �,ICFi$7 •'ra� g TaL o: _ 1L C Iraq. AwSoSi e m EMME#fdion Shutter System Kvi w/aR w/a H u WlNDDYI etaDE *o nLuT TESTNNO d5 ENGTNEEmNo COMPANY Am9 COE1 SI1171f9T SystemsutscamnoH . .. .nhTc By., )u '3)' Qfif4i!$OCI'OtLOiT, R4. 1 OLA 11-102 •L 13 15 D41E: 4/113/16 tic Pnone:(sos)871-1530 Fox,:(306)671-1i►1 426 CstroatlNr DYivO --- --�---------DRAWING No -.. mm Wtecooamam West ntllln Boach. R. 33407 i NAL EN���.��` Ws1lm1 A.IIJUJT I.Py 4 1.5-Ov5 /iC 71 111` FIARNA U.-1 44167 5. SHEET P.E. SEAL/ISS�}S�.URE/DATE a -"-�' hY/ rs'o FOR W+IDm!UVJx�A VARIES 3- p/ v (D5 14V 9 n � o r c• \ � u MaY. IJHV SOUP BLADE THY UNIVERSAL FLOATER ° OUALIF'IEb "OR USE W/ COVERED UNDER US PA x4591%9 gUALt7EU FOR USE W/ FIV 6W7E� 4 HV DIRECT HV BLADE I 6005-T9 ALLOY AND TEMPER �OI.U�LIFIEO FUR U�^E W/ FN .- .. A D TE1dPF.R Ell ('F)7 0 +SEE LIMDA11ONS OF USE OF BLADE ON SHEt"T 19 6063-16 ALLOY A t TEMPER .121._ kj 6063.46 ALLOY AND TEMPER ?.234.._......... :0-00-"„y - -{ 79 .;r.S.;f<.z'..._.�.....Y •im'.3_. ..__....^ X94"F -TT ' _._.. w .87D• 2.286' � � '� 7%' • If 8I _._....._. x697' `+ -- i . I -fYaa i'. .____._._._Y. 7HV ADJ. ADAPTER W�LI 1.... .� - QUALIFIED FOR USE'W HV Ca�NV WALK-OVER TRAM � - C6`�HV-ADJ. FLOOR TRACK BLADE Qi) OUALIFIED FOR u E W/ HV •,J 6063-T6 ALLOY AND TEMPER BIADEt QUALIFIED FOR USE W/ FIV ('� V RAINGUARD QUAL719ED FOR USE V!/ HV 6062-T6 ALI.OY AND'TEMPER DLADE•U ONLY. GLADE R 6063-T6 ALLOY ANLL TEMPER QUALIFIED FOR UAE W/HV 6065-TO ALLOY A O TEMPER =' VAfJiEs t,._9.1Yi;•,_ BLADE.,,yl VARIES 1.036" 6063-T6 ALLOY O'TEMPER 1.917' aai .083• ...4 .?_ 3J• n .. .083'il -wa-11, .DBS' 083' ....• .....___. ._..':....__ (ro u �4§D.._� n 670._.....� _ U 6/ �7 S �9 f E{V CEILING }j �p $ �� HV HEAR/ER/SILT Q�p CEILIySfnAp (SILL �° Ql1LIFiED FOR USE W/ FN BLADE(I ONLY, RUALIFIE 60633RT6 ALLOY ANUG BLAU ONLY QUALIFlED FOR USE W/FN BLADE(1) 14 t-L•HEA�ER/SILL SEE SECTIONS FOR VAUDF SEF. SECTIONS FOR VAUDJ1Y. OUAUFIEO MFO USE W/ FN 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BIADE�ONLY. 6063-T6 ALLOY AND TEMPER T [*AJPONENT A.. 8 TI - 72 X Y -i -- - - - - - MM., Y AW.t 2” 2' AK0.05. M . I/8' I/6' } �3' Y 0.090• MAX. 0.192• 0.182" =LAN= ..__........1N_.__.. CORNER POSTS UlV1LJFJEO FOR 11SE W/HV ALUMINUM ANGLES. t 2.5' 7'MAX. 0.790• 0.190; VthU NEO FOR-USE W/HV BLADE QUALIFIED FOf3 U5E Y!/ HV BLADE 6063-76 ALLOY AND TEMPER BLADC•`v ONLY, ® 2" 6'MAX.0,739' 0.131" 6063-i6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER F14RiDA BUILDING CODE Non HIJTh Yeloclty Nurr7conA Zone \N 1717 0 2018 FASTERN METAL SUPPLY,INC. R "VTM A• ZEN S� r A s , ► BLADAccordion Shutter System r ■ . !1f ■ KV. E#1 W/OR WA KV.WNXIW WX *= American ShufFer'Systems oc�clev7;Lu+ DATE DRAW&W. N.L. TILt1T TESTING do ENGINEERING COMPANY m3boldfloA, 1116. 7" OTD 11-192 yt3/1g� 4.13 75 assn R.r.z m S4 Si.303.+rolaeaA cea ors nA n\aaf -W troad9-Drive ------ ---c------ _ - -- ------- -.. .- ,—.------ --._� 4468 ee AWiN _,• ,..�:� 'rr o:<3o5t6ff=1�80. W :(9D5)67t=rofl—------- ------ �F7' o-nYdr�IJao�oaom.cam West Palm Beach, FL 33407 a _ 15-085 ����/7 -IM1719 —4 Fs•S1 NA1 xv n m f 44167E 5 SHEET P.E. S� l�4taiGNtl �iE/DATE 6 2 OF ZQ 'nRE400) tDU=FNIEL a'L sem. 'o MI to M CAr. .74:5" (2 r/p) UWAL Dpxrx PAIMM P4- -0 nm—, . ............ KIM 0&2- • .315 wnomc*V=) ..TJ KM(a E PJAM) IL R H-V 14Y CORM -J-QCK QUAL Ulu. W/ [IN' 8 1 &Q)ONLY /"v QUALIFIED&R USC.%V/W ilED'FDR #)AIV-06"GAILADE i,& I ONLY AVL QUAU�IED FOR U 0 Ly. BLADE 1 ONLY. 606.i-1 8 A TEMPEJi OUALs B '12,. - 063--76 ALLOY AND TEMPE 211FIED FOR W/ LY .. .................... .1,874 1' 6063-TB ALLOY AND . VW1 FIM Moro IT 924 C42,7- •wTtv r 2070" 1`, AFrOk RUnNO 0) A. -T 4-SOM 9444 AW41"M(202+-73 AJJDY)LkRW rLAH"7101 SHMr tmrnw,p;,x I wia,As imWW1VRE0 eY AVDEL CEW Ma()RN,pAsMPPM,NEW JUk=07UM OR COUAL ....._.n.._.__..._ X66, lVairr ELVAMN NY MALE -T"-.,.LOCK CERT,9IRMAR, "T" LQQK HY A- JE W IV QUALIFIED FOR USE W/ KV SLADE Q)ONLY I.O&K-CENTERMATE QUALIFIED FOR R ERN WE Vl�=11V LOCKER FOR -l" LOCK GENTIRMAT @ QUALJnED FOR USE 6063-76 ALLOY AND YDAPFR QUALIFIED FOR USE W1 HV BLADE ONLY W/HV ADEONLY. E:0 ONLY. ouAunm FDR USE W/ 1-tv 91ADF(DONLY 6063-46 ALLOY AND 1EMPEP, FA (D RLAD 6063-46 ALLOY AND TEMPER tgv- Slat 7"UMMURN CaINOER nn j%2, MyCftwxfl 14r 10.875,mi.. n. .1 @ HD CENTS ATE 0 ING ROD HD ClEffERMA -"0 L. (A) JI)&0 A) ...... QUAUFIM FOR USE W/ NV ILVE�� a I QUALIFIED FOR USE W/KV BLADE (g NO ENT98MATI:S INSERT -6063-TG ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER H QUAUFICD FOR USE W/ V BLADE Q)&Qq VARIES, 0063-TO ALLOY NO TEMPER Lp-"- ]L ('Zmr K I D $4 4 V4."-la ' IT OR KEY HD LOCK USE W/ kW:BLADE 00 3 By MGM HARDWME MORTISE=n SERRES 2W3.HOOK DOLT LACK. 6063-T49 ALLOY AND TEMPER 16,ACETAL QUAUFIEO FOR USE W1 FIV BLADE(D& (G) 11111"Hr3tipm las-egm 5 WSTALLATION IMLL REQUiRE A 7/16- HOLE QUALIFIED FOR USE W/'HV 6LADE(D RORDA BUILDING CODUNOn lkqh Velocity Hurricane Zone 60UAn 0 METH.SUPPLY.INC, IQ, QUALIFIED M DRILLED AT TRACKS FOR PROPER EMBED-MENT 0 2015 EASMRN A TM Accordion Shutter System C*Q Kv.Www IXAM ILIE AwSwSmA Kv.BLADE w #1 W/OR American Shuftr Syearns ay. UZOPT09 MU on. sp &ENGINEERING COMPANY R,5-D7 TMM Aftoctaflon, Inc. I OLD 11-192 4/fS 15 Q4tE: 4/13/15 M W S�U.-3M vwM wmr�nag�!!n'! !L-At� ----4"840estrooda-Drive----—- In..00A Wout Palm Beach, FL 33407 4 4 S816 WAM A.19MT X P.E. SHEET '001111111 loO MORMA M.0 44167 F.E. SEAL/SIGNATURE/DATE EME s AND C A B C 0 *1•C:J 1 Y H 5 T Iuy x �,f��, ,,,�� 1- ill NE LOCK�!�or 4�SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOP,ANY SPAN - ^t� OR i2"ABOVE OR 11 tf2 OF UTTER SPAN FOR SPANS UP TO 105",AND FOR IN5T •BONS ANY F..I.EYATION, FN LO(:K or ` LUNY 8E USED AS AN 1NSIDF.OR OUT510E LOCK,ATTACHED'TO OR C17NTERtMTES W/(2) 1/4"0-20 x 1/2 LONG FLAT HEAD S.&M,S. LOCATION OF LOCK SMALL BE AS INDICATED ON � ' TYPICAL STiU1TER ELEVATION. _ 2. � 'IF D ED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TD TWO HV, LOCKS Oft MAY B SED AS AN INSIDE•OR OUTSIDE LOCK,CONNECTION OF LOCKS TO CF]aTERNATES tL� _.._.... _4111, OR�j SHALL BE AS Mill(i)ABOVE. LOCATIO I3E AS tNDICAT[:U ON TYPICAL SHUTTER ELEVATION. xqT-yyA.... I � 3•nPffi1PSAL_WNOmoN gZ(YdU2 LgOR UMITED CKING(SODS ARE NOT REDUiRED A7(1UNRICAN£POSRIDN, BUT MAY I) -• 4�ux 9�rxt{� a:+�S.U�un4 4� •�y'^ BE USED IF DESIRE[) TO ENHANCE SHUFIETN PERF'( MAKE. LOCKWO RODS 1(�i'' OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACVJNG POSITION (NON HURRICANE POSITION). I 4.tom_ ONE HV LOCK�� 7 0�` S BE USED AT CORNER CENTtRMATES FOR ANY SPAN r, ANO 1N5TALLATTON9 AT NNOIATTON.HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, fi...'....... ATTACHED TO�' CORNER CENMIANTE W/(2) 1 4 0-20 x 1/2"LONG FLAT HEAD SS. U.S.TWO LOCKING RODS AT TTP h 80TTOM SHALL BE USED, LO ON bF LQCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0 nao-VIVO MAICIMUN SFIUTIEN SPAN$HALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12^ u ii)i N PnggO � �t.- A DIVE ALTERFIATC I4V L.OSXC MAY DE USEQ�IN LIF.tI OF HV 40CK or _ FOR ANY SPAN,AND NST TONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN N510 OR OUTSIDE LACK.ATTACHMENT' OF 1/4.0-20x3/4-S.S. THUMBSCREW TO @ OR CENU3WTES SHALL BE WDE'W/ 1/4"0-.20x3/4"ALUM. RTVMR'AS SHOWN ON SECTION HVE,SHEET& ONE LACK SHALL BE USED AT 1/2 OF SHUTTER SPAN.OR TWO Ymgy LOCKS AT 1/3 OF SHUTTER SPAN. 0.MANDATORY CONOn1DN&�„0,{�t KEYSTONE MOUNTING;INLtA170ti� ONE hN WC�or�or 0 SHALL 8E USED AT 1/2 OF SHUTTER SPAN FOR ASPAN OR 12"ABOVE OR BELOW 1/2 OF SH1111ER SPAN_FOR SPANS UP M' TD SIS',AND FOR INBTAU:ARONS AT ANY ELEVATION.HV LOCK @ or BE USED AS AN INSIDE OR — OUTSIDE LOCK.ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/(2)1/4'-2O x 1/2"LONG FIAT HEAD S.S- F'NO-•- M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TY19C'AL SHUTTER CLEVATON.USE OF LOOKING RODS�W/qO SEE SEMS itON OR 03j TOP AND BOTTOM IS COMPLETW MANDATORY.0. »•� DETAINS ON 0 7 L N I J K L Y P O a L N % '• 118 TYP.FULL IT �' OF CORNER *NDS ON HV "T" WOS AND GENIMMil ME dFT. CENTERtdATE i.tXrV1ND A;tEihiATE TO NUNOAtYY � � �x:.l�il��'_�CELiTFRAI►,TEs�A AND 2Ri� ONE ALTERNATE HJ'T'LOC MAY�EIE tEq TN LIEU 'If LOGICS��OR FDR AN7f SPAN ATND (-:'1��M i0+ y� WSTAII.ATI AT ANY ELEYAYK)N.AL TE IAOK Y BE USED AS AH 41316E QR 0 TDE LOCK•ATFACNMEM �� OF LOCK INCLUDES USMG RFDNFORCiNG IAC -.,AS SFIOWN ON SECTION hIYG,_SNi:t:T 9.WNaCH MLISf DE (j 1`Ej y�ofi©+�a,/5�j)'�w �..._.� CONNECTm 70 CENTERMJtTES�Atm W/ 1/4'0-20 x i t/2'LONG SS.TyREADEO BOLT Vi/7f8'0 x 3/32' WINCNUT•A.W Al. 11.0x}".SS,M.S .A.1/4'0x.9/B"RM•M.LOCK.LAaY..BE aNsfAL1ID_A7.M1D5PAN OR 12:. MAK0iI/N ABOVE O BELOW NIDSPAN.USE-OF TWO LOCKING RODS TOP AND BOTDM 1S MANI)Al'ORY. + ox 1• ' 8 u+�*�ort _ _ ®•.���+ �t - *�i� *NATES ON HD L_C�KS� CENTER�AATES: 1. ND's—�W ND F]7IERAIAIFS 3 .0 —ONE ALTERNATE HD LOCK YAI,'�E USED IN UEU�OF All 1 HV LAD SHUTTER AT Ia WQCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY 13EVATFON-ALTEWUTE HO LOCK 1�MAY BE USED AS AN INSIDE OR OUTSNA LOCK,ATTACHMENT OF HD'LOCK•®To®IS W/3./B,z 3/6'F.H.SS.M.a.,ANO,ONCLUDES N.T.S. RETI ORC17AEt{F INSERT AS SHOWN ON S=IGNS RDS-+NB AND DO-HVC,SHEET IO.LOLY(.MAY BE INSTALLED;AT MIDSPAN OR 12'MAXWM Sal OR ABOVE L90.SPAN.USE OF:LOCKBNG RODS IS CDYPLETELY-WFONAL —RORI( on High.. e_t_i0ty Hurricgne one `\���•4'��{p.Tl(�/T4y� ®z01 5 EASTERN METAL SUPPLY,INC. 1391%1 WA�CFNSF' `�9 Accordion Shutter S stem Aw s ®Aw KV #i w/CH wfo KX.Willi HAt7E *= ntuT TESTING ENGINEERING COMPANY Syafems DESC lna+ N a=. STATE OF ,:,Q� r am".3g..s,,sw.M;VAGM avowal FLU M,Ts, Ylssoetafion. Ino. 010 Tt-192 4 13 is ImE a/ib 1s. _.._-... --- '- - -- ----- -- ' --- --'-- - ---- - r -4268-Weskr0Qds-Dr!V9- ---Q-- - - --- --'-- - ------'QWiWING-Na--------'-- $��F•. t1 R� ��`,� Y-mml:luteceooai�om West-Polm Beach, FIL 33407 s .`Jr,8/OIJALE�G;��` IYALM A�'Jr.P .E . 15-085 P_E..SEAL31Cl151�IURE/OA1E TLDNOA uc.g u161 0 SHEET 20' CONGME ANCRONS POURM CONCRETE MOORED-. POURED (SEE.SCHEWLE 04 OR CONCRETE BLOCK CONI,'" CONCRETE.- KWIRFD 1/1'11T21Z3 4'3.'S. EO RrOVIREV CONCRric ANO"un (SEE MIEDULE ON -CONCRETE ANCHORS 7 NUTS 9 12'O.r, -.CNEME ON SifFEr 13) (M MDU=W) 00"MT 7) 77­�� Z" I. 4*p0t-2jW,S. Mb. C, le z F MIA cow �Eo­ ..EQ _Eo­ USING 1/4---20 14VIS F, 1 0 12" M @ .......... T V60, M. OPTIONAL /v SWIMM --Cli)OR CA& MIN SEPARAM14 (D ExtsTM FXJSTING ,E I (S MIN SEIVIRAOUN TO GLA55 GLASS rE SC;IEDIJILE ON SHEET I I ........ SCHEDULE 014 SHEN M CIC)HY WALL HEA_ER INSTA4� T9 ION _E9 IMSTALLAMN !kf(EYSIONE r...._...........__......_ .... ................. GLAS ------- tm.scpAmnom To ws sAn woavm 1 —(SEE SCHEDULE 04 REET lir M wss o" J. 1 M3*lu M MIN.SEPARATION TO MASS I FOR LAW. MMDULC ON t,flEV 1j)- w sxaz fa}m L"'InNG OLASS—' opnowL I on @ ­kll OR I 2�4 S.S. Mta READ 1/4'0-2Ox3/4'S-1,PMWPG MACHME 3Cf,%M USING CONCRETE NCRORS f-TMW HCAD MACIIINIC SCAM 1/4".-20 NUM�0 12-O.C.0& (SM SCHWULE ON WM 0 12'O,C. POURED COMME (SEE SCREDULE ON S 13) SNE�13) 08 on OR CONCRETE WALL REQUIRED NCREfC ANCOORS REQUIRED �D Fly( WALL §t tNSTA1 LA?iqN CONCRETE . ED=HULE ON SNw 3 4) O HV IWALLSILL 114SLALLABON OR MM DO� IN HV WALL siLL iN sTA Lux-iom 1"SV.SHM 4 FOR WRK PICM.SNUTMR INSTALLATION DETAILS W1 A=fMWY EDGE OMAN M Z_"0 UNG SECTUMICAN BE COMBINED (S.M'l;tOnCAMONIS ON SHM I SEE 'ATIONS Of USE MR f LIM Ni MADE ON STAXr 19 HV BLADE [NAWUWNA'f TO SUN'ANY,WMATM. F uunn FLOWDA BUiI DBOG CODE(Non Hi2h Velocity MUrfi.Cone Zone] A EASTERN MUAL SUPMY.,WC; BE "Voo AccordibiniS System 1109M AnSuSpAn 0.RAM#1 W OR W/O f,W WWN,MADE T1 Amerlean Shuffer. SystemstkselatlrioN F Assoold"on. Inc. 11-192 4/ SAV31" LUT TESTIMA Eta COMPANY 3w,i)Sp�tMV7%M GNMIS,PIORMAZ31 WX*. IVK f. g1roo D" (3 — .- DRAWIRG-N 9-004 M0�00011� VieUt.P401 ag 334�01= - G .1r,RE, 4 15-085 P.E. SqtT§ l TUR, 0A1E n4AW u.If 44io? 6 EET SH 9 a OF PONCRETE ANCHORS r......................_..._..__.. .._..___... POURED I FCL'LTMfN11:C! ..... I 1 wr:�0•uotntgl CONCRETE'- (SEE SCHEDULE UN SHLe:I'l.t) i m o�,nt ftrE. i ;,�•. .._ 1�OR 'L_H' I I/ ' 10 tlAs6 RCkwRED .ittfm aN Gtii Ek'CLASS . -..... ...... .l_.�,,. CGO£OF .., 1-Fla '(SES.Sfl"n as 6N IF .._;'„Kt,-,e mn"w' GLhS'- srFtt wMJt1Ht,. EYISTING j, nxxstAe ' I AI.iFRNATF. r ,, i i i i i EAS INO _ i, Y ANCHOR CHI ........� if , 1 '-f? 3/4-HEX WASHER ITF,.AD 3 2 at is ra iS ` s!n NA. Tits xRExs Tx t2"ac - ,ti t'ac�or -OGNCREIE ANCHOfN Ai'PLICAaLE (s� F17, / ( sr.HtoutE ON:1161 r ta) ' W r � � , -t�TJ6E aP EwSTING „ G{tvS....._..»' �I I FD4't OP"`s r _.,/�,_. ' I PP IF _ PPSuft ckme '' t j2 s t.. EOOE IF MPLfChHLE r OaYr�NC 4E7 .,✓ A3 PUCAULE ANCHORS F-Wt POURED {SFE SOHEDUFLAT READ GUCO SKEETT 1) I t1 Rn ttni'm o PGVRI:k.•• .,.../...,.. ._ 1._.._ C° ED ' tat ffia.:w -'(1)raR dA�aCot:C•t2�TE� � ..l «... ._.� _........ _ Rfku1RF.DHEAD I <Dm KTi�yn RFSWiRE6 ------f.a• -.._C.ht� . FIAT SCHEDULE ULE ON ANCHORS (SEE SRiEaULE 4N Stt£`FT T6) _._...,. _......j._......I.'. {iS}.TR NCH INSTALA140N ,-;�HV A 7AU0 ONLY fOR UP 1'O+70, -73 PSF&&D. ( F�V�LOOR i STALLAT�O OV ��-OtER INSTA �ATIUN UESIGN PRESSURE RATING&FOR Sf"S PF3t SCHSDULF,p, SHEET 11 VBY CEILING INSTALLATION Ex smx ,a CIAt.. OOPtCIiETf.MUMPS CIA mr _ ID cWs r _._...._._....`'l .._..�..�._.._..._„.__._..,»......» _....___ S Et:SCe3KnUlt.'ON” r••_.-�••`.•••-_ow s,w t0 I _ I E'NTSRNG m,vcn tq E7D"`TiNG• -i ` ' CwSTYNG SHEET 75.__., _. .._..�__. TE,pl;rmpp � ' A• r GIA,S~i Glass -tRa ox v q ctAA4S-"t amo}m v ao+,xwft W MAX. i� r cawms, ,� ..._ L 0I,. 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T tt1A t1-tsx a 13 is — a Ts Ts ._. 1iv,•G��.`` __-alana,E+ws}sn rasDe7P�, } i Fs3t - � - 4268 Hestroods_Dt#u6 �: P.[ P7J IT SIusNA�i1RE/DATE DRAI1NG_NO— ° West Poirt 8e0chft 3340 15 -085'F,sS ONA0%" t.,ae nowLJ,.1 44167 >r END WALL CO Es ON SH CTS 10 18 SET NOTM ON)=INC:Rar, Kv 1.0cy's CO (�3 EXISWIC OL--n STALL ATIONS W1 (J) HY AND MIANAIr W LOGIC 0 ON S11 .T!i. eUXDE S=WM W,IS YAUD MR At BLADE Wj HV CENT ERMATES CUMMMS M-FUCAMM YM MADE01 CoNmu'pop FL S (ND 07@- (083:Til (D.(8)-0• ........... jowl 'u- opposiNG 5X�iMETRXG–U mv '7'-( .....5 .u mp/oarom)* 1-1 CE�.Ij—TE.RMATI.L!� SAM 0 1 V 0 SEPWTIC)" CLASS 0�.Ma.LENGM. W/ Wv—LQq A7 C WX SCH-OULE I I -IV ON SHLEr 11)3 5,*-7 EEN , Uk `� WJ V HC HVA iLV—B FCOWKW.T-66k WML, &07 -04(D-0 FOU.WD CON�Me cR STIN L + ASS .5 MK.1.10M CENTER 10 OPTI W/ AV AIO ON WFEr 11) MIN.SUIAPATION ­-\ .-+.I.-.- TO QASS C( SEE SOHEDUIE ==IN ON WILET 11) L ------- =00 T NCII/ ANCHORS 0 V1/2*wx W"o ** HVDWE HVF ' ' FLORIDA BUILDING CODE(Ron gh Veloc t!,y Hurricane 'Zcqie, 0 im EASTERN,wn Wfty,W. BE FIVTM EN A-S.S.A Accordion Sbutter System KV..MAM#11 W OR Vo A.V.AUM BAA Amwloan Shuftr SpMms my_lk 0=90,116" DAV opla OPP: ML TlWT TESTM&ENGINEMING COMPAW W AswoRdlon. [no. QLD 11-182 4 7 Jt5 rule 4/13/7-5 We-,I,, ds Drive .2 N Ng _�Lf_ -33407--r—3 W' 6 West Palm Beach. FC ;40,* r. 15 "M U.0 44187 SHCET CET. .0 20 —POURED L'ONCRt-IF OR _ "-POURED CONCRErE _ OR ICON CONCRETE �paURETf OETE .(E CONCRETE MOO<WALL OR CONCRVIE _ OR CgNCRC:1ti OR CQNCRETC REOUIRRED `` CLOCK WALL R£QUIRFD !(rT........._._r MOM WALL REQUIRED 1 ^ CLASS . 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OR@OR(qOR 13 CORY $ 40 NCN R S OItD4 16, 4 �.,_. OR _ f:Q 2" IN. 2"MIN. �- i'S£E CIM!ATK7NS-UT USE FUR ..5 "`-""• GLADEON 9iE£T tS 1` ,OR@O(t> ORoOR 1 VIEW-Y . dOR ELAN 15OR a C� i POURED CONCRk7E OR _._. CONL ,.®+�j fl,®e,�.�o, __�...�. QS`�"y��f•l'.JgOpV�'"Al`��"Q�°1 IAF,tOL• „,� ULOCK ' WALL �,�n®,>:•>,a�7. as f�o�•`V'• V•Y7• HV B (D CONNECO CRUE, OR CONCREX CTION DETAIL(5� Q•Q�wQ •d �•����END CONNECTION. SAIL® C}•k 'C�t �4 �� tLORA BUN lNNG[UDE Non',High Velocity .Hurricone Zone ,��A�'�fC�R•T�((�Ay�� 02018 EASTERN NETAL`SUPf�j9�.'Y�IIN^C- -` tem� ETm Accordion.ShuttaS s c eeA■i ■A� KV aLtlUE ffl WWWW/4R W/O KY MfNDT N'MACE >lr l( ;t4 TtLLiT'TESfiNG&f?(GIHEERtH4 COItPAHY American Shutter SJ fffsctmticxi DA of. ML STATE DF ;,,1„,,.,M RO ,."I Association. Inc. 1 OLD 11-192 c 1a 1s DATc 4/13/1s —Pi>o»-.-t3w.}an-1530:--r�-o-tsas�a7t-lsst—..- _ y ,c•` ORt y���CrS••,••..••-,x••G\Pte'• e-na��tcveo691.wm West Palm�8auchx F1, 33.147 a yygStfiNA�� ���� WA IR A.RU r+Jr,P.E. a 15 085 P.E. 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N 'IC •'TO M S LJ[tEg�SPAN SPFGIFIGAT)ONS ON ANCHOR REOUlFCEtAENTS:PL)URE4 GONGRF tE OR GONCRE'fE BLOCK SUBSTRATES (SEE.UW`IW72 r 4;.4Z H ON SREEM H a 7) 1,ANCHORS TO SUBSIMM SHAD.BE AS FOLLM: POUFMD PO'QD ODI CRM (A) TO CASTINC POURED CANCRETG(Kn,Vc--3 W) £vWALL SILL MOUNTING Cg>CEIL)NG MDUN't3NG V FLOOR MOUNTING - 1/4'0 TAPCON OH TAPC.ON TITH ADVASNCE 5 iHRgAOFORM TECNfNDLL CY A2N YANLS:AS it awFACtORED BY Ia'.I.9US AEX M n is G-13 } WAN ...�_ ...__ Ats1CHON5 SPACING tFGFNO --1/4'0 x 3/4'ALL POINTS S013D-SEF ANCRORS,AS USTRINUNE,BY ALL POINTS SCREV(,iT01T&SAECV.TY COMPANY,f Htn,Fc-.3 525221 R?1'd1N' 0. 1 i4AS;UC'R4Ifi,()a1._ .:_._._ISD/11'S4, TtLS•A,WE'(SUL\L _.,.....�._ -tJ4"0 DI,UE TAP CONCRETE.'ANCHORS'NJ(JA}'AS A4WUFACTURED BY FLDRIDA FASTENERS OIREf.T,INC.(Min.Pc-2 kd 3[t 40 bC 75100 12,0 16P 20* 3P 40 66 TS IO 72D id0 205 Sts 40 6q T$ 90 1,20 160 2M TAPOON OR - ifab TA1'RER+ARQWRS AS MANUFACTURED BY POWYS FASRWFRS,TSC:,AND OIS;8IIATTED eY ALL PONS SCREW.SMI A SPECIALTY S5 , 12 f0 0 0 '8 a it I. 12 f0 A d H b d TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROE0 UCE99SM OR AUTNWT17YE0 VENDOR M019MM WITH DIE AMERIGgi SHUTTER SYSTEMS ASSOCATION.INC. 4 I a $ e b ..„-,.„-.. iNREA0T0ItM iEQIN040OY R-O" 1a i""to H H d` s 1$ t2•io" .g_...A •a' B 6 14 "!a'i6 a' D' .,."s""c -- ('MNn.f'c..s►n¢ ._. ....- ..... -N.i.PDlNFS SOt1D-5tl' OR f, T2 ,10 B @• - 0 P 1{ S^. t0 9 w0 B-6 (i I6 T2 10 9 0 H d $ ---.._.._.,- Nonni ..... __........_........_._... ....._....... GLUE TAP'W CAP 16 fR P 9 8 8_..G 7 14 t 72 7P--D 8-@ 0 to S? t$ 9 13 8 b 8 ._...,» Al)NINDAIM VAMDAENr DM POURED CONCRETE(It'TAPCON OR TAPCON WITH ADVANCED 1NRFADil7tili 7ECHWOW&Y A114WI$AND TAPPER+ tt,12- -L t0 P R. 7 5.$ 35 t4 t2 10 a d @ 4 B f4 12 t0 A q $ P b TAPPER't ) NNCUORS IS 1 $/4',AND FUR BLUE'TAP W/CAP ANCHORS S 1 1 14- 12 10 0 8 9 6 H 14 12 70 ,9-78- a 6 G 14 12 10 P 8 8 6 J.8 /2'• __.._. ._._.._._. ._........._..ry._............_ 14 12 }0 A $ 8 P 4 14 42 50 4 @ 8 H 4,S f4 12 1P $ 8 d 4 3,3 ALL POiNI} 7 ` F7TT THC F _._._..._...._ ..__ .._._. ._.-.«.._........_.. _...................._-_....__.. 1{ I' 10 9 $ ,@ 6 4,6 id t1 70 9 H @4 G &5 14 Y2 t0 H a H q 45 -_....�.. & I - BEOMEM 'DMT:TTT OF t 4'P x 3/4 -SOCtA STT'ANCHOR SMALL BE J8 'DUH(D CONLYiLTE.tN0£fi4 INTO MINIMUM SHALL BE F'ERADTTW, 1/A fi-2J 5.5.MACt1lNE SCF$W i7S£(7 SHAIt.BE t T/2`LONG MINIMUM SNOULSI SRI(x0 EXIST,AND T4 S2 10 a 7.0 a j - 14 12 10 9 8 8 B 5 14 12- 10 a tl 7 3 u 4 a t Cc fU1:tat ;"iMNAItfM FTsk WALL WBH NO STUCCA. J-D. 14 12 -I 0 9� 8 8 6 :q,12 10 yA 8 li 0 65 19 12 16 9 a d8 b5 �It � t4 t2 lO 9 b i s - 14 12"_`1P s 9 UD 7-Xii i4 IL to e_y."a' 6 3.D 3 "` 3)IN METIM PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY WAIN Be FOUND ON THE M1040 WMA.OR FLOOR, ..-_... 14 Afl' 10 9 8'F.T-4.5 ^- S4 t2 10 9 8 8 R 4.5 14 12 f0 9 D 6 4.5 TS ANCHORS 8}1411 BE LONG 9*0011 TO N61iCR THE MAUI MUCTURE BEHIND=WAIL FINISHES.MCH{7WE St1Af.L WAS(INDICATED ON 14 12 DS 7.5 8S l,S-- i'4 1'l. 10 0 6 7.5 9.9 4 14 12 f0 9 tl 8 4.5 3.e, NOTES A7 &A2)ABOVE FOR INSTALLATIONS'OtN- L SIDNA(A Wl.WIN OR WRHOU(METAL+RIDS CONSUi:T"f114'N ENGINEER,r.OR -­6-­ ._- _..«.11....1.......1.....«.._.„..�. 14 12 19 a 8 f!'8 }4 S2 }4 fl 9 D $ 5 f, f2 70 9 8 &6 '5 55 INSTALIAMON INTO E]('".WITH METAL STUDS SEE W-:ET 20, .,._._.. .. ......w.._.... _... ._ ....._...,..... 14 18 TP a 7.0 5A 3 - 14 l2 10 T.3 7' $.5 4 3 I4 iZ• 8 9.5 5.5 4 S - _ fa T2 8 •8 - - 14 i2 ib �9�._0 , G-•.nf 14 12 1:1 95 8 9 4 (D) TO p.XLSTRifi CONCRETE BLOCK;(16TH+;»BD f4 12 8 0.5 A., 3 - - 14 i2 1d 9 0 &9.45 3S 14 72 10 $ 7 5 35 3 -1/4"0 TAPOON OR TAPGON WRH AWANCED THRfAOFORM TE(2tNOUDGY AN(M G%S.A5 MANUfACIV"FTC LI '.W.BINLEtEX. .�.---.• - �- SA 4 - 1/4 4 X•3/4'A4.L POINTS SOUO-SET ANCFtORS,AS 01S=BUIEp 6Y/{1 POINTS SCREW,BOLT&5F'ECi0.t.TY COtds GRT: 7,�y. 1 t2 _,1.....5. 4 14 12 if1_ b 7.6 " ._-` """ 1/4"0 BLUE TAP CONCRETE ANCHORS W 74 t2 74 8 0.5... -» 7, f2 D 7,5 b 45 3S"-_14 74.0 76 4.5 3.5 -• - '- /CSV'AS MANUPA4TURFA W FLOIRIUA FAS'1FTJEtiS UIRECT,INC. 1 /F! lC eS 7 'fes - - id Y2 t8 fl ''/.G 6d. 4 - tl 12 9 7 7.9 4b- .. 1/,'P TA$}'4:7R+AtNGHORS AS 1sfAF:T1A:AGT(ftiE:U$Y POWERS FASTQ4TTa,MG,A*t0.OiE.7RKtUTF.p.$Y ALL i>i1IN}S S('YtEYt,BOLT'A<S°L'CW.TY 74 11 7 5S .D - - T4 12 10, D b 53 .4 - 14 12 9 7 b 4b 3 .. COMPANY OR ANY OTH,-R APPRGVET)LICENSED OR AUTHORIZED VENDOR REOSIE'RED WM THE AVERMAN SHUTTER S"SIM AIZ=-TION,PIC, .,4 ........-_.-. ..-._._ ._..._„..11.1.,..1._..-._.... ..........._.._..J..�. T4 12 t0, 0 8- H 4 - it 12 7P 8 8.'+ 24 T t0 9 -8 &0_: ..._. _ .. „._.._ _., NOI"M f4 12 0.6 7fi 3 - - 14 12 B 65 6A 4 3 -_ Z'.a aA.. 6..,d_ 4,.3... LitNA1UAi EFADESO UFi1D CANCT$;TE'CLOCK OF TMOON,BLOT:TAP WJ CAP ANCHORS AND TAPPFA•7 ANCHORS IS 1 1/4*AND 7APWN 14 12. A.5 T5 8 - - .- t{ 12 A.6 A 6:, 5 - - T4 t2 8 b Li.S 4 - WRIT ADYANCST ADFTMM TWINOLOCY ANCI4ORS LS 1'. J 5 95 DA S 3.5- -- - f{ 1 t0 .0 b$ 0 - - 14 T2 d &6 , - - .,.,._... _.Ty._._._,_.. _ _.._.__._.....__. .._. i-4 2 l0 P q - 1{ 12 10 0 7.5 45 •- - 14 12 0S 1 S6 { - _ •... _ B.2)MNI.1lIM L7hBCTNIdENT OF 1/,'0><3J4`ALL PODTf3 SOLID-SER AtiGIWlR9 SHALL BE ENIIm EUBDAWD 00 1)NE CONCRETE BLou NC t, 1.8 i5-it r 4 ., _. -- iV Yt 7 8:t fi 9.6 - tt 8 5A 4S 3.G -- EMBEDMENT INTO STUCCO_SHt3L AE PERMITTED,1/4"0-20 Se.LLACRINE SCIB:W USFFO SMALL BE 1 i/2"LONG b9t3MUM SFRttULE}STUCCO 14 T2 @ 85- - - - 14 72 0 7 6 , - - 14 It 7 5.5 8 4.5 -- EXIST•AND 1'MINMUM FOR WAIFS WITH NO STUCCO_ 7S @.$ SS 4 - 14 T2 0 7 6 4.d - 14 7t 7 4S 45 15' - 14. 72 70 9 .7,5 - - - 14 TZ 7D 8 83 5 1R t2 H P 9 4 70'-O•.,• --..._ .._ „„. ___. ._... _ .. _ _ D.3)IN CASE 7TLnT T'FNECJ$T GT'ONE PRECAST rXIN(YtE7E PAJNELS.AAVET5 1'Nt nNY VENFLTR OE FOUND 04 THE ENDSRNC WALL,OR IM1DOR, 14 10.5 7 6 s.6 ... :- iJ 9,5 eA '9 ! 3 - 19' i5 5.._l....NU,,,...- - - ANCHORS SH ALL BE TONG ENOUGH TO REACH THE MAIN,INUCIURE SOH[NO SND WALL YINMMES,ANCHORAGE SMIaL-BE AS MDICATED ON 4- i is is Tit 5.6 - -ii iY.$ O. @ d { R.5 ti i 6 'W"4- 4 - NOTES 111}$B.2}ABOVE FOR INSTALLATIONS ON VINYL SIFP&.`OR UM WITH on WRRROUT METAL$IUDs CON5ULT THIS ERMOM. 0.5 q 5 - - - 4 T2 B e.6 S5 4 - - 13 10 BS 8 { 3 - FDR SThEATiQit WTO FlFS IM1TTN METAL STUDS SEE SHEET 20. 1f.,�Ra 14 12 10 - -' - •• R: 12'9 7 6.45 .- 14 110.6 7 5L 4.0 3.5 - -. _... .- 0 R5 9 - »� :_ ._ -. 12 9 9-4S -4' 3 - _ 0 7'4-Ii.' 5.5..3....-.-- - () A-HORS SMALL BE INSTALLED FOILOWING ALL OF THE RE00WO D,AMONS ANO.$PECIFWARONS OF 7t£ANCHORS WNWACRiRER. 14 10 1 7 - - - - - I4 105 7 3.5 {5. - 111.51 115 "1!1.53,7q - - - 2-A 7 4.4 - - •- - .-...S4 t- 7a P 5 - ::.....-:..12 a D A5 's SEE SCHEDULE DELOW FOR EM DWANCE E.D.)YERSVS SPAaR0"TtONsty FOR ANCHORS. _�,_. .» I' 12 10 - - - - - Y4 12 If$.6 55. •- ••- - :IO 10 dN.; 4 12'-0" j3 :i .11...1..........1...._ _...,».._......__-..,... . ... .. _ ,P.C�-Q)$7QO,(:E-.xEi ,$,,,$PAC117G SCHJ�IIF ED$.. 'HoRc, . f,5 9.0 0 - - - t i fl-$5 4 35 - - jrN6 4 S - - - - Mumum M4Cf;CH SAW=ARE VAUD FOR EDGE DISTANCES 110=70)ga=D FOR L 0.LESS DAN THE INDItM M,REDUCE ANCHOR SPACING 35 9.d d' - - - 75 IS 8S 5 { - - - D.5 8 5 4 - - - DY NULi}PLtiNO}�ACiNO SHOWN ON SCHEDULE BY TFIF'EMLUMAM FACTORS, 1 1 - it iL3 S 4.5 3.S - _- _ RVOUCEO SPACIRG oDTAINED U$WG FACM-4 ZM NOT 8E LESS 1H0.V NNIMUM S7ACtlt0 INf11GTE0 FOR EflEf/Mid74A lYrc. t3'•-O` t4 t ..• - - ^-.... - 14 t1A 7,4 6 $ 12. a 3 4.8 # - FACTOR - D - - .• - 10 75 5 4 _3, .- •- 76 A,a 4 _b.. - ACTUAL.. _ f 2 9 $ 4,$ 4 •- 9.5 J 5 4 - - £OC+E... +N F�OrQ)'z�4 T£CNHOLOOY ALL POW SOLID SET BLU£TAP W/(IAP .. 6 9b LS @ -_- n r3 5 4 - - t}IOFANC£ _� - SPAT3TX2 11 72 - - - - - i4 1 7 6,8 - - - /1 &5 SS 43:. - £,D- WN.SPACLNO 3• TNR UtN. 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