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HomeMy WebLinkAboutProduct Approval EXPERT. SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Storm" FILE " Onv 1 balcony I WHITEFORD RESIDENCE . I . I i 2 `I i 1626 S.W. Biltmore Street Port St.Lucie, Florida 34984• (772) 871-1915• (800)749-9056•Fax(772) 871-0990 Florida Building Code Online Page 1 of 2 fq3 le y �},,yve°��auaaa yja.m+n%'ns-"+t•t �r n�t s � � 3Q • o `i0�i � �Y' � �.,rt �. " x� �I�h. {555r! �yrr;t n fK, "riOfidr3 Deepaqff)2wi Bus Home j Log In user Registration i Hot Topics € Submit Surcharge : Stats&Fans ! Publications j FOC Staff SCIS Site Map Links Search Busines Professional Vim) ProducicUser vol �USFR:Public User Regulatiioon�p�yIJtt��� 4�LIiiiGilYY ��EE RtB N Mtvro t nm+royal nu� r>P—h,rt nr At)WICAnon SPrrrh>A mWe,111-I Nt>ApplitaUnobatall Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breeleyC-easternmetaLCOm Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory b' 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 Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112017 Validated By John W.Knezevich,PE �. Validation Checklist-Hardcopy Received Certificate of Independence FJ38cl P9 CC' H,+A(, QRDj(2N CI NONiit H7.tidf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIf12v7vx5... 7/16/2015 Florida Building Code Online Page 2 o1'2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBG Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products I FL# 1101cidel,Number or Name Description 389,1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Dnv 15.086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No U-192—EL 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 PL1111S3 RR i.L' t.5„ ,_j_t�c, psi;R. r=1Yi=lC; DFti.n:il I ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade j .and 8'-t I'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working 'I In unison.Max.span for HV3 blade w/o window blade for installations Into I j Metal Stud walls is 79'for max.ASD pressure rating of+72,72 and 84' for+64,-64 psf.See sheet 5 for etherspans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non•H/HZ)-Drwg 15-085 bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL-'�R,6 It A.S.S.A.INC. DRW .)5 aS.adt I 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 16'-0"for 30 p.s,f negative F061) R1 AE A.S S.A.INC. P.F.R. ORVJC,15 Ir M,H`f.t;df ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVi blade,8'-0'for+64,-72 p.s.f.loadforHV blade for Keystone mountings 7'-8"for+75,-75 p.s.L for metals stud mountings and 8'-0" for 110 p.s.f.for HV3 and HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawin s for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved Tor use in HVHZ:No P(.369 RS It A.5.S.A.INC. ORwG.?S-UR4.rMr 1Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:Large missile.Max,26'•0`span at 30 p.s.f ASO load for Blade 1 Fl,389 a5 A4' A.S.S A INC. RPR DRVJC 15,1),94""11 and 18'-0'tar Blade 2.See schedules on sheet 12,25 and 28 Created by independent Third Party:Yes respectively - j t+ it ii` e•f Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:858.487.18?4 The State of Florida is an AAJEEO employer.Copyright 2887.2413 skate df Florida.::privacy Statement::Accessibility statement::M-4 Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effWive October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address If they have one.The Malls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click him. Product Approval Accepts: WN 99 El 0 x'CUrI[Cir::113 it'] http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJ vx5... 7/16/201.5 .1 N GENERAL. NOTES: I.BERIM H.V.ACCORDION SHUTTER SESIEM SHOWN ON THIS PRODUCT_EVALUATION DOCUMENT(P-LO-)HAS BEEN VERIFIED FOR COMPLIANCE N ACWRCUNC:MM THE 2014(5th EDITION)OF THE FLORIDA BUILD Wi CODE THS ACCORDION$NUTTER SYSTEM SHALL NOT BE INSTALLED AT HCH V LDR7TY HURWCAHE ZMM -- DESIGN WIND LOADS SFAU.BE OEIEWIED AS PER SECTION 1820 OF THE ABOVE MEM ONED COLE,FOR A BASE WINO SPEED REQUIRED BY SHE JWISDCDON WHM WMV WILL TABLE OF CONTENTS BE DMAUM WITH A WRECTIANNALITY FACTOR Kd.,0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAr31UM(ASD,)DESIGN PRESSURE RATINGS MUCATED ON SHEETS 11 THRU 15,10&20. N ORDER TO VOIFY INC ABOVE CONDITCH.ULTIMATE DESIGN MND LOADS OETOWNED PER ASCE 7-10 SHALL BE NST REDUCED TO A.S.D.CESIGN WIND LOADS AREA•1: HY E A.DES(b QA Br MULTIPLYING TH'J1 B1'0.6 IN ORDFRTO COMPARE THESE W/MAX.(ASD)OE'SGN PRESSURE RAITNCS INDICATED ON SHEETS 11 THRU 15,1B&20. MER&NOTES SHEET 1 N ORDER 70 VERIFY TINT COMPONENTS AND ANCHORS ON THIS PED.,AS TESTED.WIRE NOT OVER STRESSED.A 33 7:INCREASE N ALLOWABLE STRESS FOR MND LOOS WAS SEL USED IN THEIR SYSrB4 COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0.1.60 WAS USED TOR VBVMT04 OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-3J STO'.Ei] ATL BERTHA HM SHUnEA SYSTEIFS AOEOl1M,Y FOR fY06)MTf IAUHCE L4557IE IMPACT LARD HAS BEEN V6aFEE0 N ACCORDANCE WITH SECTION 1675.1.2 Of THE ABOVE MENTIONED IX:OE'AS PER TYPICAL SHUTTER NTSFAIBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -4W BADE d' (0214.01-03.#0715.01-03.11004.01-05,/1214.01-05.10317.02-06,/0609.01-10 AND 0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 ARFA - HV B=E(1)AND W WINDOW B=F AND E-1996 STA%MARDS(W=X MIM D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS IARCE MISSILE. OWERE APPLICABLE) -HN U10Ox BLADE 9 1060541-08 AS PER AMU E-1886 AND E-1996(MISSILE LEYFL 0.WIND ZONES 1,2 3)BASIC PROTECTION ONLY AND 1 0725.01-68 AS PER TAS 207.PRCtDCDL TYPICAL SMTTER ELEVATION&NOTES ON LO= SHEET 5 DWALIATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADED AND W WINDOW MADE® ARE ENS(N'EEAED 70 WOW IN UNISON IMM EACH OTHER UNDER THE GENERAL U WTAR7N5 AND CONDITIONS OF USE NOCATEO ON SHEET 19 aWALLA71ON DETAILS C-rd CONCRETE/BLOCK SHEET 7 3.BERIM N.V.ACCORDION PNS(HN SCREIIIS USED AT BLA025 KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14.2.75'AND 114.1.75'RESPECTIVELY,410-M MNNUU SERFS CENTERMAIE DETAILS HN SHEET 8 STAINLESS STEELY SCREWS WITH 135.0 A.i Yta2 STRENGTH A40 t80 ION TENSLE STRENGTH.PHS SHALL BE COATED WITH BERTHA FIR OACROSHIEID COAMNO SYSTEM AS MILIFACLURED BY APPROVED CE NTERMATE ALTERNATING ME ADS NV SHEET 9 COALING APPLICATORS.REGISMERED CRN ANFCOAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BENZ THE HN W.RIONG ON THEIR MEM. 4.ALL ALUMINUM E70Ta51OlNS:SHALL BE AWUINUM ASSOCtknQH ALLOY AND TEMM AS MICAOCD ON SHEET 2 AND 3.MINIMUM YOxD MRENCTH FOR 6063-T6 AHOY IS 304 Loi AND 35.7 Ici FDIC END CONNECTION DEZABS 1-6,OONCREr./BLDCK SHEET To 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHIFT 12 S.ALL SRALL5 TO LE STAINLESSAW SiBi1 304 OR 316AM?SER&5 AL2 CORROSION RE9STAHf COALED CARBON STFE7.AS PER DIN 50018 MM 50 kd 414.YLE10 STRENGTH A40 SID iaN 1,@L lEN4lE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SNALI.COMPLY w/FIOfaDA titilAD9C CODE SECTION 2411.3J.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.DOLTS ED BE ASHY A-307 GALVANIZED SIEF1,OR AIS#304 OR 316 SERIES STAINLESS STFFR3 WITH 35 la7 1Ah'LNU YIELD SIRENGf1H. ANCHOR SCHEDULE-WOOD SHEEP 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEGFlC1TgHS`HV MADE Q' : 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W BLADE 0' &® WOWING IN UNISON: 12,13& 15 INVALIAT,ON DETAILS 5-X YAM SHEET 17 B.THIS BREVA H.Y.ACCORDION SHUTTER SYSFEM BEARS A U.S.PATENT 1G'779,582 COMPONENTS OF THIS APPROVAL APE COVERED,IN WHOLE OR IN PARE By US.PATENT 15'458,179 ISSUED TO EASTM 010 CONNECTION RETAILS 7-12&X:WOOD SHEET 18 IJEYA.SUPPLY,I.C. S.R SHALL BE THE RESPONSIBILITY OF THE C047RPZMR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR 70 SEAL/CNILX AREA 3' W Mn�BLADE 6h ONLY ALL SHUTTER COMPONENT£DOT`S WHICH ROM,THRU FASMM IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MND/RAIN INTRUSION. I TYPr;AL SHUTTER ELEVATION SHEET 19 IM FAG#UNIT MUST BEM PERWNFM LABEL INA VISIBLE PLACE WITH WARNING NOTE tKRaHG PERIODS Of HURFICANE WARNINGS HOME OWNER,TENANT.OR OTORS,MUST PROPERLY CLOSE ALL HV AND NO AREA 4: HV WINDOW BLaT7>• in ONLY CENTOWATS AND MADE OR LOCK AL W ANO NO LOCKS, 11.SHUTTER IANUFACWRFR•S LABEL SWl BE LOCATED CN A READILY VISIBLE LOCAT.ON AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 17104.3 OF FLORIDA BUIDLNG COCE ONE LABEL SKALL HE INSTALLATION DETAILS, UETAL STUD WALLS SHEET 20 PLACED FCR EVERY OPEIIH 2.IARM43 TO COMPLY WITH STOMION 1710.8.2 OF THY FLORIDA BUILDING CODE 12.BERTHA H.Y.ACCORDION SIUrTFA SYSTUrS INSTALLATION S1WL COMPLY MM SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZCNNG RE.GUlAXOS PROVIDED W THE JURISOIDnON WIIERE PERMIT IS APPLIED TO. I&(a)INS PED.PREPARED W TNS ENGINEER IS GENERIC AND DOES NOT PROVIDE WWMATON FOR A SITE wmn--PROjEECTL L.WHERE THE SITE CONDITIONS DEVATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECIILVN,PURCHASE AND I STALL.AT,OH NMITM LEE SAFETY OF THIS PRODUCT.BASED ON THIS P.M.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTR ICOON SAFETY AT SITE 5 THE CO"TACTCR'S RESPONSBILRY, OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.EO.WILL BE CONSIDERED INVALID IF ALTERED W ANY MEANS. (d)SIE SPEC-IC PROJECTS SitALL BE PREPARED W A FLORIDA REGISTERED ENGINEER OR ARCHITECT W"CH WILL BECOME THE ENGINEER OF RECORD(EOR.)FOR THE PROJECT AND WAD WILL SE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.EKWERR OF RECORD,ACIVIG AS A DEIE'DATED ENGEEIIN TO THE P.ED.ENGih'EER SSU#.SUesaT TD THIS LATTER TE SME SPECIFIC ORAWDKS FOR REVIEW. (e)TR=IAL RED.SWI.BEAR THE DATE AND OMCnM SEAL AND SYNATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED R. M FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone a 2015 EASTERN METAL SLIMY.INC. tiAc 'l''- BERTHA HVTEA F,y' .,�;; �� Accordion Shutter System 'r--� ��! C i` E� C O�-, A.S.S.A. F{Y.MADE ,W/EY2 W/0 NV.H,NCaW SIDE American Shutter Systems7�+ oEsacTmoR OLx IRA.x BY; Ne.TILIJT TESTING& ENGINEERING COMPANY �' TEQF Association, Inc. 1 SON.• F I"NW-N.x. 5L s am vrG1rA GN ro s ro,m4 311 OLD 11-492 4/13/15 DOE: 4/13/15 ems` L3osyB71-+sw.F. (sds)6n-1531 42613 Westroad5 Drive 2 %S•'•.. Nf..�`� .-moa:wL.:-�oou.a�,A West Palm Beach, FL 33407 S OitAWING No "N,''VA 1EN1aL�°��` Kms # HGPi 3 15-085 P.E. SEAI.M'WA1(URE/DATE SHEET 6 1 OF 20 -Y.TOR W4XV MAW® VMIES 1,491 61 f.Sfe' - .Asr c ..999• h f 3�HV UNIVERSAL FLOATER 0 5 COVERED UNDER US PATENT$ 5458179 QUALIFIED FOR USE W/ HV BLADE ) 4 .ItV DIRECT HV BLADE HV WINDOW BLADE" 6005-T5 ALLOY AND TEMPER QQUALIFIED FOR USE W FiV 006J-T6 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADEO , ® 6063-T6 ALLOY AND TEMPER R 6063-T6 ALLOY AND TEMPER .33 _—� ee'I . • (o 7 • 2.670' m .... .._._.... .994 r 670'------------ :1225* j2 .p/ I 812 �• ., R � $ AIS' 2.M' S - 1 07 HV ADJ. ADAPTER W/UP `'"6 +x.:., � 1375• =_ 001 p,om� �HV WAIX–OVER TRACK •920 QUALIFIED FOR USE W/HV ©HV J. FLOOR TRACK BLADE 1p OUALIFlED FOR USE W/HV O9 �Y TRENCH TRACK 7 u QUAJFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE`1J OUALIHED FOR USE W/IIV / 6063-T6 ALLOY 0 TEMPER BtADE01i ONLY. HV RAINGUARD ELADE H 0063-T6 ALLOY AND TEMPER QUAJFIED FOR U W HV 6063-T6 ALLOY AND TEMPER vA+iFS T.gy,• / i' 1.913' IT VARIES ISW 6063-T6 Al �AT70 TEMPER •� 1.917' +' ¢� q 01U' 083• � � .083' OflJ• 090'' nI .CWO' 870 3" 4 670 1.688' 370 7.. t HV CEILING HEAD 1 HV HEADERaILL 13 HD C�EIUNG HEADER/-SIU - QUALIFlE'fY-FUT'OS BLADE 7 ONLY, QUALIFIED FOR USE W/ MI BEMiE ONLY / SEE SECTIONS FOR VALID 6065-78 aLLo AMC) T[MPe QUIJSEE FOR USE w HV BEY. 14 HD WALL USE W H SEF. SECTIONS FOR VALIDITY. QUALIF FOR UDE W/IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-176 ALLOY AND TEMPER X MNt Y YN! LOMPONEM A 8 71 T2 X Y t f, 1, r 12' ;0.125• 2' 5'wx;l 1/8' 1/8' }• I 3' 0.070' 2' S'W.X.I 0.192' 0.192' SIDE ANGLES I'- 19 2.5' 7'kW.:0.190' DA 2O CORNER POSTS QUALIFIED FOR USE W/HV G R UAIFIED FOR USE W/HV BLADE(D QUALIFIED FO,$USF.W/HV 6063-T6 ALLOY AND TEMPER ELATE(J DNLY. ,,cc;; # 2' s' BLADE 6063-T6 ALLOY AND TCMPER Y7 �7 0.139" 0,131' 6963-T6 ALLOY ANDD TEMPER I I FIONDA BUILDING CODE(Non High Velocity Hurricane Zone `�,C`�N TIC(�''Nz 0 2015 EASTERN�k SUPPLY.INC. BERTHA H TM Accordion Shutter System �- 1L E C 0 INC. A.S.S.A. FLY.RADE#1 W/OR W/0 H.V.v IWN @ADE 'r= American Shutter Systems TILUT TESTING&ENGINEERING COMPANY Y DacmrnDN wrE aunx Dr: u.z. STASE OF 6 A a r.sse a.s.,325.l+—comma.rLwm,,,, Association, Inc. f atn t i-taz 1/7slRs O.Tc 4/13/15 1a+ Pb—:(30)571-1530.r¢.:(30Ss71-1531 4263 Westroods Drive 2 •"gym zt- p=" West Palm Beech, FL 33407 s DR1IING No 15-085 STMAIL ,.•� 1FLOR A U. 1 Jr.PZ SHEET rloOaA L¢ i 45167 s P.E. g�c'KO&GW...' RE/DATE 6 2 OF 20 4;060• 9 // 4.676• _ ' 14•-tF.t7 IWQM1GfD ,CUA,C FRW[L 2, 45 .746' +3u•, SstLS. OAR@ PALMED Y04;w 0 VS a6z -Ll -ii OM vw 1 2. __ •}. .376' ^ L47m0. Lm==tTUfrFA - Crtimt R KL;(OEfp16 (OD4tYE PATH QUALIFIED FOR USE W/ HV EGRESS LOCK 1 HV CENTERMATE t ---y OUAUFlED FOR E 1 &Q ONLY o` 6063-76 ALLOY AND TEMPER ED FOR USE wJ'HV BLADE .t & 1 ONLY a USE W/HV HV 6063-T6 ALLOY AND TEMPER `+ BlADE 7 & ONLY. BLADE UI & ONLY. QAUFIED FOR USE W/HV BLADE 7 ONLY •O'0' t0• .674' 6063-T6 ALLOT AND TEMPER pt,�OG RW' 1.756-___9j 45, MOLDED 7D g' SCREW n NI 60'AF'1II2 RNEiiNG x20T* *SME9 94 AHA[JAw(2024-TS ALLOY)URGE rLAICE 71CH S QW MITSEW.PMT/0820.A5 MAhV/.Rm BY AWtt Puw FRO,A E31YATgi V '� " T OEM tEXt"PAF0PPDJY LEY JD=07M4 OR COU4. © LOCKER FOR "T" LOCK GENTERMATE QUALIFIED FOR USE W/HV BLADE ONLY HV FEMALE "T" LOCK CENTERMAT. HV "T' LOCK ® HV ALTERNATNE LOCK 6063-T6 ALLOY AHD TtEMPER OUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLAD-c TOONLY QUALLFTED FOR USE W/HV BLADE ONLY W/HV BLADE rt ONLY BI:ADE 0 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER_ 1_91.'T�1 n 1 917• j—r--I 3.16 _ -TI;uUarLn4 • .214• .093 A62'.� KEYNCYUNTER - 1 � om OR 224 - p �, \J .626' +o eI QBTS•M:n. rI 1.i 25•Moa H 0 0 C a O"o 0 QUAUFED FCR USE W/HV BLADEU&c A QUPiIFlED FOR USE W/HV BIADE 1 & L3�1N 4S 6053-ifi ALLOY AND TEMPER 6063-T6 ALLOT AND TEMPER HD IKSEKT VARIES,12•Mw. OUPdIFIED FOR USE W/HV BLADErt & 7A 4 MY u3��t4 --y t t 6063-16 ALLY AND TEMPER « I II DO _ OR KEY CftWDi 1.78 Noa LOCKING ROD 1/4. ® HD LOCK QUALIFIED FOR U W/HV BLADE(j) tN 3/8"0-16 ACETAL HV 1,/4' 0-20 AISI 304 BY REGENT HARDWARE MO=LOCX5 SERIES 23M I;ODK DOLT LOCK 6063-T6 ALLOY AND TEMPER FRIES. S.S. THUMBSCREWS QUALIFIED FOR USE W/W BLADE 1D& I® si�5 WSTALLATi077 Wllt REQUIRE A 7jt6• HOLE t q BIAOE� OUALIFIED FOR USE W/ HV BLADE'TQ FLORIDA BUILDING CODE Hi D`T�S1`lLcO AY TRACKS FOR PROPER EMSEDIAcNT QUALIFIED F 1, gh Velocity Hurricane Zone .,�v, ,'.It✓/, �0 2015 EASTERN METAL SUPPLY.INC. 9 A S S A BERTHA HVTM Accordion Shutter System 1 L E C 4 t N c. ■ ■ ■ ■ KV,9_4DE#1 w/CR W/O KV.WNDW BADE * = American Shutter Systems c. ;r" raRI DATE DRAAN m: to 4+S1 TILUT'TESTING& ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13/15 M.C. '4/13/15 �' °�N ' �(3Z)871-1530 R''SOS,w F. (305)I"`LO1�t 5268 Westroads Drive 2 -`+— ....L.-��-.L P,.sna .Ot . - :(30su771-2331 DRAWING No ` -�� t1:A�o=m.�m West Palm Beach, FL 33407 a '''�AY,FSSiONA� .�°�� ",TO A.n1117&.P.E. 15-085 ulmnnU„t FLOROA Ue-1T 44t67 6 SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/6 HV NV 6A1 4t 12 'WN. '„E HV BLADE 1 i To suDE 11 ` ,(V BLADE to w k"SLIDE .a62S .9625 .0625' ® � ��I W1sE,-7x,1 r_r ® HV LONG RECESSED NYLON BUSHING 1 --,Ios SII KALE 197s Y °0 .0925 ® HV SHORT RECESSED NYLON BUSHING � _1 (�) p.tu ® HV NYLON HAT WASHER OOR Rt.7 h .N j t 3730' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I 4 4 - C.87o'x3/16'THICK NYLON WHEEL. 3 j j \—Q _ "' 44 j�•x. x n ry x 7/s•Nae w whim 0.188'p AISI 302 SERIES S.S. RIVETS 315'° SEpAPATION a, _ ErATEN ® HV 1 3/4'ACCORDION PIN W/ J8 HEAD * EXTERIOR&4 �j j Jj c ppeBLADE I ±534 5 3/44 37500 A625' ® HV 2 3/4'ACCORDION PIN W/$8 HEAD * .I _' o1 � qI/4P T111' I ..cErJa POLYCARBONATE IMPACT RESISTANT IIV WINDOW j i `r I �� 'TYPICAL HV WINDOW BLADE AND ® POMARBONATE HV WINDOW DETAIL AOR® 4 or @N.T.S.(SEE NOTE FORt I .REOUIREYENTS) OR I *POLYCARBQNATE IMPACT RESISTANT HV WILIDO'N BAYER MAKROLON 3103 PDLYCARBONATE * I 12'UN tE RESINS, UV—STABLUZED GRADE OR SABIC EQUIREMENTS AT EXTERIOR BLADE KNI 4 To U1rDE INNOVATIVE PLASTIC LPXAN 103 RESIN F ftl 0 OR I i j (SEE NOTE •F• ON SHEET 19). oGoF (1) HV PIN (g SHALL ALWAYS BE USED AT ALL EXTERIOR € 0 1�11 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ ORiPOLYCARfNATE SOURCES FOR ® EXTERIOR ronrMc v�3 Hv BLACE. TYPICAL SHUTTER ASSEMBLY <1 Tme1 � N..s p (2) I4V PIN (9 MAY BE USED IN LIEU OF Q AND ONLY AT Nv ru1(a]z oEx�M a EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D e0324'-1 BLAIDE'S KNUCKLE, o BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. oa6 -1 0 3 t REOuSET URDEATS) "^ so om aou oou�n �•�, �.� I t , iDQt£f'f/D SFIOttOM lllil OW 9,ufp.Owl 0.300 Pw4 (3) HV PIN @ OR @ 1V/ 1/2' O.D. 1/16" THICK S.S. WASHER 0 i I `�Q�"'ni°�"A1lc1O '"�0J0° -0=-4 rtmrw°mlcas wru o>x wyw w1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, j��16 ?li j� iNeCS SHEET © j S ;I: �?+0® mx n R-af 17 rt-PA PEEL CARRIAGE DETAIL jW ,Jy °F^�' a �+ +,I x a5 x DAs . ASSEMBLY UIYOUT Dwir or oup�m wzro Xz o-,aw:s a,owls Sar Kwo,o w4M DIM ,01a Y MT lC'eacffi6 .tt111 ass 1[N;tL--D-H/m Mry a3a I]@ pai a3aD Dal i HV BLADE SOLID & (v HV WINDOW BLADE DETAILS '°�"� "p �° 6lal pr1 aro 2,1 FLONDA BUILDItdG CODE Non High Velocity Hurricane Zone 0 2015 Ensmw mcrAL surRLY,Inc. BERTHA HVTN �j E � �ADA iS,S,AAccordion Shutter System 1{v BLADE#1 W/DR W/O H.V.WINM ELALE G/aF Amertaan Shutter Systems UTE p ILL j TILUT TESTING & ENGINEERING CDUFANY AasacTafion, Inc. , ATE OF :•1f1 Ossa AN.u r.—.=VA""v-Pit rlrza4 3sia OLA 11-192 </13/IS DATE: 4/13/15 I'Txhe (W5)87I-I=.F.: 47.68 Westroods Drive 2 , `: e- A, 7 9 aD West Palm Beach, FL 33407 3 DRAWING No ,5/0Nq�'ENG��``` NKn mA :.,o� g 15-085 P.E.rS�N. WIMOtt`%RE/DATE SHEET 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A 8 C 0 'L'a Y N 5 T U ' • 1.MM ATORf CONDITION ill ONE HV LOCK @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN DOF SH ELEVATION�.HSOR V LOCK or�2MY BE USED AS ANUTTER SPAN FOR R6ID EOR VP TO OUISDE LOCK,ATTACHE D TO AND FOR ITk'7NS,�T ANY CTNTERM4TES W/(2) 1/4'Y-20 x 1/2'LONG FIAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON `�� TYPICAL SHUTTER AflON. 2. l 91-IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO THY LOCKSOR SHALL R��N BE AS IN14AY BE DICATEDUSEDDTE AS AN INCE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CFJIIERMATES LOCAYIQN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. (I i2 IS USm H.-LQ=k LOCKING RODS ARE NOT REQUIRED AT URF2.CANE POSITION,BUT MAY -- 4aa,'F,O�a�• ,y' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE LOCKING RODS OR AN AITf]HNATNE pEV10E MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSRLON). 3 4.MAIN11MRY CONDITION 02.,ONE FIVLACK ®SKWl BT-USED AT CORNERCENTERWTFS FOR ANY SPAN �7II AND INSTALLATIONS AT ANY ELEVATION.NV LOCK 2 or 0 SHALL BE USED AS All OUTSIDE OR INSIDE LOCK. II ATTACHED M CORNEA CE3'nER1.lATE W/(2) 1/4 0-20 x 1/2'LONG FIAT NEM S.S.MS.TWO LOCKING RODS .� AT TOP&BD M SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 38 r h-gg S. HUM 68 I 3 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND V 1 N INST TIOFS AT ANY ELEVATION.AL ERNATE LOCK 2 WAY BE USED AS A SLOE OR OUTSIDE LOCK.ATTACHMENT IG-- OF 1/4'6-20.3/4'S.S.THUMBSCREW TO(a OR fj CENTERMITES SWL BE MADE W/1/4.6-20x3/4•ALUM, b6 RNNUT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( F C$?YB V C LOCKS AT 1/3 OF SHUTTER SPMA. ® &MANfLTr%rY CONDDIO/L ii FDR KEYSTDFNF.MOL ITTwo�STAIIe7i(1kQP ONE FN LOCK or or®SHAN.L BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'A9M OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 6' TD 9 ,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOOK G or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO C3 or @ SYMMETRICAL.CEJTERMATES W/(2)1/4'-20 x lf2'LONG FIAT HEAD SS, SEE END - I MS.LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEYAVON. USE O:LOCKING RODS OW/0 CONNECTION ` OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. O-MIJS ON D r [ N 1 J 10 So' L Y P C Y Y x j`1 SHEETS to ' :FULL 11 •NOTES ON HV "T" LOCKS AND CENTERMATES: KECKOF CORNER 1, - 'a'� CEMFRMATE l .;ONE ALTERNATE FIV T LOCK(SL)5LEYE:F 8E INSIN U OF FHY LOCKS OR b$FOR ANY SPAN IJiD �j m�m 6�•A'J°B®an 10 . m NSTAlLATION AT ANY ELEVATKNJ.ALT�RNFD AS AN D15IDE ORIDELOF LO:.K NCLUDES USINCNFORCASOWNN ECTION TNGWINCHBE CONNECTED TO CENIERILAT3 ANO / 1/4' 1 1/2 LONG SS THREADEDBOLT W/7/B.0WIHGNUT O. /'7/4'0-20<I. A 1/ 8' Z LOCK NAY BE WAATMAX0.fUM AlAND BELOW '.P.. OF TWONG RODS t1 TOP AND BOTOM IS IdA*>QATORY. ©5• a10 08-05•©- B . �(9j• 31«�•�ml�• :NOTES QN HD LOCKS & CET ES: 1. ONE ALI M45TE HO LOCK Q MAYBE USED 01 LED OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS OR W FOR ANY SPAN AND TNSTAuATIoHS AT 44Y ELEVATION.ALTERNATE ND LOCK a MAY BE USED AS AN MOE OR DUISI>�f LOCK.ATUCIWENT OF HU LOCK 0 TO(D IS W/3 J3 x 3/8'F.H.SS.M.S,AND INCLUDES RewroRCEIAEM INSERT(*As SHOWN ON SECUONs NDB-1{VB AND DC-MVC,Wa 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE WDSPM. USE OF LOCKING RODS^e✓IS OOYPLETELY OPTIONAL FLORIDA BMNG on High Velocily urricane ne 2015 FASTOTN METAL SUPPLY,INC. `;�Q��,..........!T✓ BERTHA HVTM\CEAccordion Shutter Sy stemILEC O ASS AIV. BLADE#1 W/CR W/O KV.IMNM 9ADE TILLfT TESTING& ENGINEERING COMPANY American Shutter Sysfems DISc,� ON IMT[ DRAMs eF: YL. : 5 TATE OF Q` E3 5 NY,J;ti.4 3 e J01 YgBR G•PAJb namA 331 ASSDOiafiOn, Inc. / CND It-192 i/13/15 DCF 4/73/15 e:-,.R� (30)371-1551 4268 Westroods Drive 2 DRAWING No Ut-0 1— West Polm Beoch, FL 33407 3 15-085 ��''�iisSfONALE��"o, 1100 A.TWLLLOA'd:PZ + P.E, SFAS-18'IWRE/DATE rLwsaA UP- 4167 s SK1E5 OF 20 CRkIE ANCHORS POURED CONCRETE POURED CONCRETE SHEET 13 SCHEDULE ON RE CONCRETE BLOCK PWRED OR COC tf4'0-2D,3J4'S.S. �OrEREQUIRED 4 —_ CONCRETE AJ4CHOR5 tHAC4iNE 9CREYrS REOU I7 — CONCRETE ANCHORS / I�18 iLFl ors(SCE 1ra�NO®oN UM T) ( SCHED'Jtf Q^7 NU15/0.120 O.C. (SEE SCHEDULE 04 SHEET 13) SHEET 3) i' I' N:n• 1 8'h2Q+S HIKE SCREWS O US1Nc 1/4--20 curs --- 0 -O 12'O.r- i f.D.• l2 I .250'N9,. I --- 13 5 L pE D rPIID.• 250'floc OOMM1I. J i lel Si%ivDi p I i L n�ICeA°z�i o I. 1 OR ®� ANO ' U .SEPARATION TO fps 1 a�m n rtrw t 1 !—(SEE SCHEDULE ON S,L T 1 t)-'�'_ C OKC9m•® LM,SPARATION TO MAST 1 O�-- .. ~(SEE SCHEDULE 014 S.EET 11) t t ® HV WALL HEADER 1NSTALLMN �C HV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION + KEYSTONE EMST1Nc _....-- ' HM.SEPARATION TO(LASS w �.�• r O oO5ID4c,�_-(5�SCHEDULE W SHF•cE 1q 1 OR �' UM.SEPARATION TO MASS G1Aa s4m>¢CH DD3 `--(SEE SCHEDULE 0t4 SHEET I')— '�11 Ni Rl2�)pV' QI 9Rf 19 1IIi � r i uA�me Flq � � � rx15TUNc �0P1tONu. r . t/4-ua, oPRrnw. t 3 a 0 �.D.D.• - i I i /2• r -z- -7' E EO - i/ ILZ3°'0 I O 14 1_. ._ �_. _• !. 1/4.1-20014'S.S. NHL PHL1.iP5 TRUSS HEAD 1/4'0-20.3/4'S.S.PHILLIPS £ UACR4E SCREWS USMM CONCRETE ANC1695 TRUSS NEAP KVIIINE SCREWS ..�, —. COS4CRETE ANCHOf.S `--- I� 714--20 NUTS O 12.O.G _. (SEE SCH:DU1 ON W/1/4'-20 NUTS O 1'L'O.Q. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED OR CONCRETE BLOCK CRETE SHEET/3) OR CONCRETE BLOCK '___. WILLREOUTRED 0 HV WALL SILL INSTALLATION (SEE SCHEDULE �cu>RED Pcl�D CONCRETE SHEET 14) ONOF HV WALL SILL INSTALLATION OR CONCRETE BLOCK WA1L f)OWRED EO HV WALL SILL INSTALLATION NOTF-FOR C04&H'"O`g°°a"`` INSTALLATION DETAILS W1 1-SEE SHEET 4 EOR reRCAL S4IRTER •E M-EDD.DISTANCE 0 SEE 11 IONS OF USEASSEMBLY Ft)H 2--YODUNTIN SECTIONS CAN BE CANB'NEO (SEE SPECnCATIONS ON SxW 13) etADE©ON SHEET 19 LIJ H Y B LA D E 24 ANY WAY TO SUR ANY IN57N1A710N. Huu1R4 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 2015 EASTERN NEVI SUPPLY,INC �10ER1s�':�9' BERTHA HVTTVI = 7I L ECO A.S S■A■ Accordion Shutter System / Kv.e�#1 w/CR w/o Kv wfox amx * `%( ./ American Shuster Systems TILLIT TESTING & ENGINEERING COMPANY 1lSCfiP:10N DATE URttMI ttr: u.L. SATEOF r Association, Inc. I OLD 11-192 ltls/1s oar: 4113115 /••� 0355 KC.JGt(A.W.7P5,Y..I. (305),1-153.1dt' .-E � 4,� (Sro)BTH-t53D.Oas (zoskizt-tsit t Pal W Beach. Drive z ORA1'/INC No '!,�c�,S''••..•.•••'`G�C`�`� °"�:m.�9o°x<9n West Palm Beach, Fl 33407 s IONALUti�;1q�`� t*µ1EP A Tluff r.PF 19 4 rJ—�BJ P.E. SEAL/Sit,ATURE/DATE u9. 411 6 SN6�OF 20 POURED CONCRETE Ars+oRs � sa,�so+.w,a+ CONCRnE (SEL:SOtmtBE ON SHEET 13) �Q,=3r oomNc hs:z mmnc MOVE mcE OF '-j n ra{rluOamNa mss'—; 'aAa a Sim,o sw m a4n APRHJBLE aRSTNC s<xamag 4 i'-t�aamac- ' 9 CEJ; oN a4n uH i w,'IEFNAT (� i ;; F3aSTINC 'i i, ANCHOR 5 IA^Ai16N r X10+,3/4'HEX WASHER HEAD ssR 15 �/ �+ 1EX StcEWs o 1Y O.C. of 3/e GOHcRrrE ANC{ORS 8 6 . — (SFE SCHEDULE ON SHEET 13) APF lJG&L I —EDGE of SLAB IF alar Or— C1./2 0. DGE OF REOU REO AiFlCh&ESBI I SLAB IF APWGmE POURED FLAT I= J CONCRETEa EORS POURED F_@. CONCR (SCE SOCEDULENSHET14) -u- CONCRETE FEOutIu 1 OR L`AT E�cREm ANOHORs PE � ON SHEEr 11) 11 .TRENCH INSTALLATION Q HV WALK—OVER INSTALLATION DMIGN PREse�RATING+&'-75 PSIF FOR SPANS PER ® HY FLOOR INSTALLATION t SCHEDULE 03• SHEET 11 �HV CEILING INSTALLATION _ CONCRM ANCHORS ,o qAR 'c t t�+ (SEE SOIEINRE ON O 1 s F 4tc'Ef 15) /4-B'NN RUMRUMr<, sJ w am s,7 I O_ I i _ 61,45 ifTIM VW 61 1/G1 s/a C,ate EJOSHNc ` CLASS ���w vm sq s —1 Owl-i rxvns,e TAwa.�+„oas s/ I WASS O qa A I ( 1 3/4•Yet n�smwa O 6' ' p t, -I Iasi soanus o, „1 ae rot UP,O e'-o•SN"ND .v1P TO YAL N'xT I:i � '�� f i`�swrrtEwaurntam,rro ' t1mJ t`EX Har n aN sca,s f/2' 3 v 1 �a yH r� a' t wlox31� jmzr.wum ratu,aaoeva 3/e t lJ 7 soa Tac SCstEtWs ii /u.3/4- t1Ex s,E_J; � 1 "" � / 8' ,s •:�»;�,;�. SCRS SASI 12* 53 US oc- 1/4' OR 1/4-o--20 SSMS. cowm-n w7CHOR5 u •1-. . . VY: DStaric-l,iaa' W/Ntn O 9.O.C. (S£SO{EU1E ON o 12' c SHIM 14) H SI,IVCMILNW5 i. Nw.tz ,ect TIM 1.. EP. 4 o1J LOECORaDL ECCE OF °U@ IF P14wS/4'F.H.S.D.S. �lSIN. 1 7/8' f 7/8 - J/ APPL1Ca@LE , CONO2ETE ANCHORS -<NofE iJ t. o 9"0.C. ,,•.t ._..) 'r' cputiti , ,._.. POUTED CO2NCRfEE (SEE SO1EW.7E ON ON Ss1EET 1() E NOTE 13(b) -•' ': ,; CONCRETE BLOCK '(SEES 14) POU<=T.CONO<EIE ON SHEEr 1 �:•'.!.• •..•.•.:.• .. _ /..,..__•�. ^» .._. OR CO C OR CONCRETE BLOCK - REOUR{D KEYSTONE MOUNTING INSTALLATION Op0c }IV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION " ar31°',N> $:'6"'T2 „4nen1 s,<mm SPAN e'-w J UARD INS TIO 1>= NOIE rag CO-WNADON OF S SFC,IONS: Ra1OME QW&AY10 p HUL BE E D. EDGE ObTwtCE ADJACENT TO AN OPFRARLE EXITF-- SEE LID Aaa+IS OF ISE FOR SEE SHMr 4 FOR rfPKX SHVrER (SEE SPE,aFI".AW S ON STIES 13) OR ENTRANCE >a aN m=U 19. _INSTALLATION DETAILS WZ C7 HV GLAD£ ASSEMBLY ODUNOH:SEC11CC.CW BE COueNNE1 IN Ary WAY TO SUIT/NW 0WALLATION. FLORIDA BUILDING CDDE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ��P�•'�t;ENgF•�9';, A S S A BERTHA HVT1A � �Lrg�qo �� , Accordion Shutter System -—� KY MXX#1 W/0?W/0 KV.NtNJ N BLACE American Shutter Systems _ Rr,,;N "Tr akmw sr, N,_ k TIWT TiST1NG k ENGINEERING COMPANY q••, TATE F ::w N.M.3rL a.s,.Jm.Wrrsx c<em+s.noxc4 Association, Inc, 1 OLD t1-t92 a/13/15 cute � wes MI x/13/,5 -a Pno<:t3os)arl-,sJo.Poz:(Jes)@T,-ssJt 4288 Westroads Drive z �% �'•• t t '� �.`� <-oQl:LTkwo:a.«m West Palm Beach. FL 33407 3 DRAWING No •......... �_ 15-085 „N ION At rl,�..�` tiITFSt A TLLO Jr.P.E. ` P.E. ;'96jSfC SURE/DATE FLOR6 U`P Mi6T a SHEET OF 20 SEE END WALL Q MOM DON SHEETS 10 1St 18 SM Mns ON LOCIOMC RWS ,W Loosg«� OUT em IN ExisnNG Gvss INSTALLATIONS W f HV *xE"'DE Wt/A7E 1"`WF 0 O sNa3 S. BLADE W HV CENTERMATES „« �o i ®-®�©•�°® 10•®°P22 OR 24 SEE END WALL CONNECTION to�Q�®•�©`®a .--ETOSIINGMSS DETAILS ON ---------------- z',2•.1/e•,7_x- 1 i o8 ®w®9•®�c1� o5 ___-- -p --------------------- -Su s 1/a' s ,/2' �- (6DST-TsALa);ij ' / m®•� OPPOSING AN01E W/(2)1/a••TAPCON 1 2' SYMMETRYCAI ANCil0M To CONCME I- CENTERMATES _ (mP n� CENJERM TE! u1N.SEPAM73014 (•)Ilan/z sus To TIhTc i i1o,3/a•sus.0 12 W/ HV LOCK 1� TO awws or.nR LENSNT, W/ HV IOCK i or (SEE SCHWA AT E/8i ANGIE(TTP) 1. * ON SHEET 11) 0 e 35 FIN b5A� ®* 3 I ' z 1/2 o0 O ®-'®w©.Qj a®alp•®09 L O - o� ® QUT ®- HVL lo•Q��.�©•©°• HVA HVB ®„© Ok•Q .lo,Q� OGSIVIS CLASS a e 1ETE ALL OR SYMMETRICAL ---- 6=V—©-,�—O,5„ v:,vv.S1PwuT.m ( F- c7�ss 8 • -- • «�.--J GLASS Tl CENTE� r IN Q•®�© ��0,®,- (SEE GIASS 5 -�-- -a®;®--- W HY a 6 �a) ®•�-�o.©��.� �I SNEE711) TO CLASS @ NIOt.SEPARATION ®— (SFE SCHEDULE _. — �—• ON SHEET II) (IF7fER1ON) , - _ -__ -_----_- ..._—_,_�_�_ I r6- T -- aaNcaErE - ---- — -- * ca x 3 VARIES 1-1 * * W - ® 1-0-0 OUT 61/2-UM SLAM OUT cDC ' HVE HVF** HVD FLORIDA BUILDING CME(Ron High Velocky Hurricane Zone \1111111111:1//f/// 02015 EASTMH KETAL SUPPer.INC. n, BERTHA HVTM Q CEN rr e A S A Accordion Shutter stem 's I L Eco o 1 N C. ■ ■ ■ ■ KV.3"f1 W/CR W/O KV.IMNDOH BADE �•f 7k= American Shutter Systems acPsmov 6\7E aaa a 4L _ TIWT TESTING k ENGINEERING COMPANY Association, Inc. I GLD 11-162 !/13/15 DAM- 4/13/15 STATE OF 4+ k315 N.M.38L1 S Ra 9LD.i1KpCT G9U?t5.FL-4C M :-Gp� (3a5�71_1531 4268 Westroads Drive 2 DRAVANG Na O•, F(DgIDp ;�`t',� o-m 7:umooaow©m West Palm Beach, FL 33407 3 L •��``.� MUT,y.P.E. I 15-085 P.E. l'h'\tE/�� {�tin�iDATE TTDvw c r.�16) SHEET OF 20 ALTERNATE INSTALLATION W./HV "T" LOCK a HV ALE FEMALE "T" LOC CE TER A 8 9 & LOCKERS W 1 HVBLADE * c1:e END CWHEMM OMP ON SHMS 10 a 1a - .- - INSTALLATION 1 HV BLADE OU7 IN `�� mAn Vy,/ HD CENTERMATES 3C`� i Cid m51ALK aru Rvv.H5n51n a rm A; A O uM Sa navy t a G Wo> THS Mo. I l��®"`:/_Oe 8�11�•�o mgkw ON Das seer,wr¢a;;m,mI Its a .SEE l71D WALL CONNELTION ®'©•®°'©`®a n6rAu,i„M bRll Inc 910�Y H n�4 DETAILS on sNEETs 10 a 1a— A.r U 0-Talk) (a•rmrW py,m,R•�ve.s�mift. No.slr O - ,. I OC,ul Dgrt Ot IN R p1 s. 30 HV T" I N PM m1r.) 5 �i 3 LOCK(INSIDE) I o T - - - - --- --------•-- --�---• - ---- .�"—' - 5 1 2 7 3 OUT 31 oa 2 3 31 0;<i(�2 31 a1 31 oa IL 3 y 1/4" 0-20 x 7 1/2" S.S.M.S. 35* (rnlrs uxy *SM N=G FOR NJ faex®• W/ 7/8'tl x 3/32'" WINGNUT, (0 +3 HD$–HV$ OUTHDC-HVC 1O°A°Y s,�a SYMMETRI!�CAL HD W/ LOCK (INTERIOR) CENTERMATES SYMMETRICAL HD CENTERMATES 3D HV 'T' LOCK (OUTSIDE) ® x ��* W/ LOCK !EXTERIOR) �'` t SD= x 13 rum) VJK.E LAM I 'W'r /oezq 10�®•'©'®°'©•®a �wnvrAplW+m W Aron amrn Tmaw.Nkspp ft.NEW J94ty ©'O.0H0•0•®o r 05a 011 MwL — ... e•®3 Q sa narzz ae,roiec mn p.m®fms a s,ar s --Q �--�— uworx Ra.TrC rmo(QOL A wwwr c ^ ... **wn ern r,.mety N'nr mq gem nrtt O HDD–HYDs= FLOATING STACK FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ``��.���({A. f(V�•.,� ®2015 EASTERN METAL S.IPLY.MC. 'o . _ BERTHA HVTm r IL ECO „~�. A■S■S.A■ Accordion Shutter System KV.t�fl W/CR W/O KV.WNDW MADE `� a�// *= TlLLfr TESTING & ENGINEERING COMPANY American Shutter Systems _,; ��x utt M„1,o,•: „L -0 TATE OF :a Association, Inc. OLD 11-192 4/13/15 WL 4/1s/15 �'• �.c ...S1s..a.s,r.,w�a.wmt.vs,noxa.., PU w:(505}5/1-1550.IG:(=)871-1531 4288 Westroods Drive 2 DRAWING No `�'�'- Dn'u.,•' 'A' o m�7:wx��aee•«" Rest Palm $Moth, FL 33407 s Fss �: e1-am�1,9 15-085 ONAE "uh &TUX i.P.F-,UR'/DATE ncs SHEEsT P.E. ;'l-"kVMCT 6 OF 20 POURED CONCRETE POURED CONCRETE CONCFME POURED CONCRETE OR OR CONCRETE _ OR CONCRETE BLOCK WALL REQUIREDREQUIREDD REWIRED BLOCK WALL OR CONCRETE IAOCK WALL REOLIMED BLOCK NAIL REQUIRED /=E7RSNNiG CLASS EXISTING CLASS / ANGIO —EXISTING GLASS / LCL 56YRia0N; _� __7 T 2 MIN E%ISDt1G GLASS O 15'O.C. 7'' _F 2•INN. _ TO MAS(SFE ( r ARL SDIRATIN SC EMI E ON 9EETT WL SEF�7A/�R i i 1f1 SEPAWION EO CO TD CLASS W i1 FAR diff®RSO TO SCIMULEGLAC(SEE I TO Q=(SEE 904MU E ON SHE 1/167:'MAX, ON 947 19 FGR t EBLA7E OAhO , SOEDdE ON SHEET 11 EDR dsff ORD (6063-T6)CONT. dADEsmk QA ON SHEET 19 FOR 1/Z• 'CH 9 IBLAM ONO D MR ON SHEET 10 FOR ALUM.CLOSER MEnmO��t�"T 1 dADCS0&® u E�iDD�R 4oE 1f2 \ \ aw(sOec QA I HADES ma 0 I )CsJ) oF0) 1/2•MW. 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I _ (AS A'PUCAOLE),2'.1/a•.0'-2- --,_-- O 16,6x.- ----- t9 16'O.C. _---- 4 ` (5063-T6 AALUMINUM LiOYANGLE AT WO.T !r" 4 , (z}1%4'00'TA2PCOStRSSATRC110O ro rj SEE DETAIL X F03JWALL At L•O.C.(LOCATE AT SIDE CONNECTION OR 1iTNEa 510E aF0) � 1 OR& II 1 OR & SES DETAIL X rOR 1 OR l& TO TRACKS SIDE CONNECTION �w 6U•�7 w 8 •®w SEE DErAL x FORJ 4 SNE COh'NECRON ®wa©�.•7 0 8 10 -6 7-8-6-0- TO TRACKS w�a�6.7 w S o.�a La®w�• ©'®" TO TRACtR5 ®°'n.'J•�©•©w 1 -0-0-0-0-6- 0-0-0-0-0-0- END 0-0.0.0•®w ©O ©w®O ®- ©•p:�w®.p.®w ®•0.0-0.0•®- ®•0-0.1�-0.Ow ®•®-©•Q�-OO•flw e. w w •® 08•®-®•®w®•®w®•® O•®-®•®°fid•®-0•® 80•®-®•®-�•®-� E 3 ND CONNECTION DETAIL 4 END CONNECTION DETAIL Q1 END CONNECTION DETAIL 20 O D $RCUURED ONLY FOR SPANS GREATER n" Ir-0- CONCRETE CONCRETE AOR L �EXISTINNG CLASS REGUMED __BLO _._ /— . 4 4 REcu9¢D WL SEIXWON tt 1J2'S. _ - I _ ----------- TO LUSS(SIX O 16• .C. �wt 9 UH'iW4"! �� o b--- _- -- ON aza To G-AM(SEE -- ----- - '-_-- ---- S OR®DR(DOR 111 FOR FOR RAE O Ca.. 1J2'MIN. SGfDIlE ON 9$T ______—_� ^ ^ w SEII 19 FOR PNCHCR O Ii FTXt BNA7E®AM ®� - FARCES�k 12.O.C. / _ _ ___—�. pry 9EE1 Is'OR ______ _ c CHOR 1 CEO 5 O ADES M&Q - - OR@ 16, 1/2 a O.C. 4 — --- 1 EO O R OR 2•MIN. 2•MIN. 1 SEE UM MI145 CF USE FOR �����A/ y BLADE 1Q ON 91EET 19 ©OEt�OR�OR 1(�OR 1 VIEW 5 1 OR & PLAN ,vcya DETAIL X L POURED CONCRETE aROR� w®.©.7O-e , •®- LLATION CONCRETE BLOM WALL Ry- , REQUIRED 0-©'0' ®- ©O ©-©O Q�- V BLADE 0 HV WINDOW BLADE INTO ®- 0.�0.®•.p.®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 END CONNECTION DETAIL© -Q•® FLORIDA BUILDING WDE(Non High Velocity HUTriCOne Zone 0 2015 EASTERN METAL SUPPLY.INC. �cE_ BERTHA HVTM �`- IL E C O A■S■S■A■tN�. Accordion Shutter System JJV.HAOE#1 W/M W/O H.V.WNDQW BASE American Shutter Systems DtxmPinN DATL DRA Sr M.L TILUT TESTING k ENGINEERING COMPMN STATE OF 2 0355 RA.3M,.r_s..sus•, r ten,301 Association. Inc. , CLD 11-192 4/13115 LUTED 4/13113 p' � Pons:(305)871-1530.F..:(MS).571-9531 4268 Wes(roads Drive 2 pyu yAG No E ww000N.nE West Palm Beach, FL 33•147 3 Fss••.....••'``�� M-ODW719 A 15-085 �aNAL E'``,P+�+`+ WALT TILT N76l- 5 P.E. kll1}F9At'�l�l1RE/DATE 6 SHEET OF 20 SCHEDULE 91 SCHEDULE Q2 SCHEDULE Q3 AX FOR INSTALLATIONS �� 'L+'OR -L MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*'L+• MAXIMUM SHUTTER _PAN ( ®/ OR 1 (ft.) FOR R 'L (ft.) INSTALLATIONS INSF Imo/ 6S14N LFY Gt D ` & or(F)�or INSTALLATIONS W/ CONCRETE& W/ ONE H.V.LOCK @ or®or or & W/ONE FIV LOCKS WOOD (1)L+:WINUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/NO LOCKING RDDSor ONE HV LOCK or or � P09TNE A.S.D.DESIGN PRESSURE RlTth:.. /� '""'ffffY'' L-:MAX ALLOWABLE SPAN FOR A GNFN NEGATIVE CENTEI MATES & W/ONE HV W/NO LOCKING RODS 4R W/NO LOCKING WALL A B,C.D. E. M• N. O. P. 0, A.S.D.DESIGN PRESSURE RATING. ® tE3 ® ODS MOUNTING F, K&L R. S.&V. LOCK® W/TWO LOCKI,YG RODS®TOP& (SEE NOTES t,tt) O,�FOR MotrvnNO BOTTOM SEE NOI ES tt SfEET 7) FLOOR/CEILJNG WA PROf.EDURE 1( DETFHrM MAXIMUM SPAN FOR CONCRETE&WOOD MIV" CONCRETE UOUNTING G. M' I. Il,J T. U. W& X WALL MOUMINIS(TOP/0077OM)OR F100R/CEILING; tXf.YCRE7E g WOOD RISIAUATi0N5 As.o14A� AS ICRC t A30.V WW INSfNLVIONS GIVEN A r'OSfDIE ASA.DESIGN PRESSURE RATING, I'mmm WNL MOUNRNG FLOOR/Cam WALL UOUKTM rrczwEp yOD.� WU DETERMINE WIXM SPAN 'L+'FROM SCHEDULE 1 1J MOURRNG f J a ) GIVEN A NEGATIVE A.SA.DESIGN PRESSURE RATDIC, <.ae-) <•a-) / '� (+6a-1 L NL Mo RMC DETMINt FWaUUM SPAY 'L-'FROM SCHEDULE L4 l/ 09 t-{ttj L 1(W L-W I.N ATT L-{0j 4 Ly L O AutcuuM SHUTTER SPAN 1+"OR 1 FDR 30 OR 16'-0' i6'-0' 16'-0' f6'-0" 30 ifi':0' tfi'-0' 30 i6'-O' 16'-0' It DNS IMO WOW SHALL DE UMRED TO FINAL UMMU14 ALLOWA13LE SPAN IS EOUN.TO THE 35 IV 10' 14'-/0' 15'-2' 16'-0' 35 IV-7o' lc-f0' 35 IS-2" 16'-10' 105 Paf,AS.D.OES CH PRESSURE RAT NG. kL$USlM DETERMINED SPAN BETWEEN 1t AND 1 40 i 13'-ID' 13'-10' 1P-2' 15-2' 40 /3•-10' 1J'-10' 40 14'-2' 15'-2' (3)PROCEDURE To GCrEFmKE MAXIMUM SPAY FOR 45 t3'-1' 13-f' 13'-4' 14'-3' 45 131-1' 13'-1' 45 13•-4' 141-3• .i' FN CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WNL Mf.7Ut771NGS 50 12'-5' 12•-5' 12'-6' IS'-Y 5G 12'-5' 12'-S" 50 1V-_3' 1_3'-1' MOUNnNG INSTALLATIONS.LOCKOIG SPEGFICARONS W/FLOCf1/CDUNO MOUNTINGS: --55 11•-10' 11'-to' 12'-1' 12•-11' 55 11'-IO' 11'-10' 55 1/'-1' �11'-71' SHALL BE AS INDICATED ON MANDATORY CONDITION j'2 FOR A G1[N POSITIVE AS.D.DESIGN PRESSURE SHEETS. NOTE 15.SH5. 60 i1'-4' 11'-4+ 1'- 1r 1_2-4' DO 11'-4' 11'-4' _ 60 10•-2' 10'-11' RATING: 65 10'-10' W-10' tr-1' 11•-11' 65 10-10' f0'-10' 65 9'-5' tD'-1' DETENUiKE: 70 SO'-6' !0'-6' IG•-9' tt'-S' 70 10'-6' 10•-6' 70 8'-9' 9-a' Lttm MN(.SPANFOPWALL MOUNTING INSTALLATIONS t2+c MAY.SPAN FOR F_OORICEiLING MOUNTING 75 t0'-1' t0'-T 10'-4' 11'-1' 75 10'-i' 70'-1' 75 - 8'-9' 'tl'£XCEPi THAT VAXIMUN SHUTTER SPAN'L+'OR INSFA LAT10NS. 80 9'-1D' 9'-10' 10'-0' 10'-9' I BO V-10' V-10' 'L-'AND MAXIMUM A.S.D.OESINGi PRESSURE PATIM:FOR FOR A GVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-5' 9'-9• 10'-5' 85 W-6' 9'.- DSTAUAMONS DRO CONCRETE OR CONCRETE CLOCK RATING: -__M--1— 90 9'-3' 9'-3' SHALL BE LIMITED AS FOLLOWS. DETERMINE: 95 9 - 9-10' 95 9'-0" W-9' 1-CONNECTIONS TO KEYSTONE UOUNTINC U-.MAX.SPAN FOR WALL MOUIRING INSTALLATIONS. ^� LIMITED TO 64,-72 P.a.I.AND 8'-0' SPAN, SEE L2--MU.SPAN FOR FLOOR COLING MOUNTI.'G iO0 8'-9' e'-4' 9'-0 9'-7' :QO e'-9_ B'-4' ! 705 e'-T 7-11' fY-S' 705 e'-T,.--T-i t' MOUNTING Q OK SHEET 7. INSTALLATIONS. 1 H) e'-a' 7'-7' 8'-7' 9'-2' 110 W-4' r-71 RIVAL WJaMUM ALLOWABLE SPAN IS EOLUS.TO THE 115 e'-2' 7-T- tl'-4' 8'-1T" its W-2= r-3- SEPARATION TO GLASS SCHEDULE Ma"Num BVWCEN'''+_'_L`'' 'L—"AND 2 Azo _6•-0' 6'-21' 8'-2• W-9'- - 120y 8--0-y_ 6'-11' 125 - T-10' G'-B' 81-0' W-51725 T-.SO' b'-8' (4)GO TO ANCHOR SCFpULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NECATrT I.S.O.DESIGN 130 7'-8' 6'-5" 7'-1 D'_ 8'-1' 13o Y-e' G-� WIND ZONE MINIMUM SPACING.PRESSURE RATING TO IXIERMWE MAXIMUMANCHOR 135 7-7' 6'-2' 7'-9' 7'-9' 135 7'-7" 6•-2' SEPARATiON 140 r-5=' s'-tr r-7 T-6' 140 71-5' S-n' ASTM E-1996 _ 145 7'-3' T-9' 7'-5' 7'-J' 145 7'-3' 6'-9 TO GLASS 150 7•-2' S-7' 7'-4'- •7'-0' 150 7'-2' 5'-7' 155 T-0' 5'-5' 7-2' 6'-9' 755 T-0" 5'-5' i THRU 3 1" 160 6'-if' V-2' 7'-1' W-7' 160 61-11' 5'-2z_ 165 6'-10' 5'-1' 7*-0' W-4' 165 6'-to' S'-1' 170 6'-9' C-11' W-11' 6'-2' 170 W-9' 175 6'-7• 4'-9' V-9' W-0' 175 6'-7' t-5' 185 6'-6' 4-8' ' 7__1_01 180 185 6'-3' 4 --5' W-T T-8, 185 W-5- H V B LA D E 190 6'-4' 4'-5' 6'-6' S'-6' 190 6'-4'- 4•-5' ......_.. .._...-.._......_.___.__..... 195 6'-31' 4'-3' 6'-5' 5'-5' 795 6'-3' 4'-3' 24O 6•-2' 4'-2' 6'-4' S•-3' 200 6•-2" 4'-2 205 6'-Y a'-t" 6'-3" F 205 V-1' 4•-1' fLOR1DA BUILDING CSE(Mon High Velocity Hurricane Zone 6 2015 EASTERN METAL SUPPLY,INC. BERTHA HV,>a Q` A S S Accordion Shutter System I L ECO 1■c. ■ ■ ■ ■ FLY,aADE#1 W/OR W/0 FEV.WNDOIN RADE American Shutter Systems DLscaslclK DAIL ,gr G TESTING & ENGINEERING COMPANY , Inc. 14 L2Li OAT=_ 4/13/1 w"ss t;x.w.sen.se.sXe.aw.YxcnA cus;0s,rtOatx 331 AssociationIROI OLD 11-92 ! 5 faro:(s0.1)IT71-1536,r�,;(J05}971-t 531 4268 Westroods Drive 2 : e4� DRAWING No �*131-0006719 West Palm Beach, FL 33407 3 "- of•.F(DRta?:���.� WALTER A.TILUT PS . 15-085 Nf.;�s��klhtktG E/DATE n.0MA U.F"767 a SHEET 11 OF 20 4 r r f ©08mOflaOflOClDo0aaa0�0oloDaaDaD�ooa°oG4impugn Gnn°o®4aun 8m000E�9m00q©©oleos oDaDnOnname man�aano an a 00=0 go@mE IEC His login an is 0 OQn� 4@Donlan Go 1102000000a08080IIm80EI000�180am CIE ,• :�©OOOOOOOGC�Oaa000Q000a00H0000a0@0a0O000m000m0000080E03© aaQQ@app�EDiDlB0aa4QaaQom0mB8a �a 1a0fl00a0Cd� a© BaOQ 13OOOO11a000C0 COOO — Q en0 m0G0lI0Oo � �CCOO�COOOCCflflODCOCOflCO :ZZIMUZ: .12 111 OCCC�DanaaaaaoDDaDDDaaanaDBonn Dllama aODEON a®imp �0ggq8flqqD�DDODa®aan�Dnn®an4nnann4nanannoa°®onoo°ool g001003M MG9®DDnIII am an an an milli" D CCCggCCq®qflq0C0:Q.S: MI a©nnnganOaanDIon alloonmonaaoa aCaH,11A000Ag1Q1pp�-:000m®©gD©©nOan aDIBoo�DaaDD a login 0gggg088888BB880BB80B98m800031.pgp9���ppm©B®p�aDQ Doo �HOH88888H9HHHHBHBH8B8B880H@9�H12molHf09Q�ap is lonool • X89888888®889®888�08889888F�8808E�98�M i N. 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N C 10 9 0 8 8 6 14 12 10 0 0 0 e 5314 12 10 9 a a a y 07Y Mar 19 14 12 IG 9 8 7 4 - 1�12 to 9 e 6s 5 u 14 12 10 8 e✓ 5 J5 3 A3)M CASE THAT PRECAST STONE.PRECAST CONCRETE PANEL,PAVERS OR ANY VENEER BE FOUND CH THE DOSTNC WALL OR FLOOR. N 12 10 9 a 73 4S - 1{ 12 10 9 0 B 8 4S 14 12 10 9 a 8 4S 75 ANCHORS SLULL•BE LONG ENOUGH TO FVCH THE MAIN STRUCTURE BENNO SAN WALL FINISHES.ANCHORAGE SHALL OE AS INDICATED ON f4 12 93 JS 65 u - - f{ /2 IO 9 e 7.0 33 4 14 12 10 fl a 0 a3 33 NOTES 0.1)A A2)AtXNE FOR INSEALLATION5 ON Mn.^•OWG OR EIFS WTRI OR WTTIMIT METAL STUBS CONSULT TIES ENGINEER.FOR 6'-0' l4 t2 la D e e 6 - 14 fx t0 9 9_ e 6 s 74 12 to 9 e 63'a 1:F USTALIA�I INFO EIFS YRM METAL STUBS SIE SHEET 20. 14 12 10 fl 73 e5 3 - la 12 o aS '7 8! 1 7 14 12 a 43 53 4 J 14 12M • e 6 - 14 12 10 9 8 e5 S 173 14 12 10 e3 a 5 a (0) TO DMTND CONCRETE MOCK.(ASTM C-00) - 14 12 B fl3 J - H 12 10, v a OS 73 35 14 12 10 B 7 S 3S 3 -1/4'9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECOMM ANCHORS,AS NAlUFACTURED BY I.T.Y.OUDDDL .7.�. 14 12 10 9 6 0 - - 14 12 10 D 6 7 3 4 14 12 IO D 73 33 4 3 -1/4.0 x.3/4*ALL POINTS SOLID-SET ANCHORS,AS DISRMIRET)Or ALL FORTS SCREW,BOLT&WtCA.TY CWPANY. 14 12 f0 a 93 4 - t{ 12 D 73 6 4.3 55-la 0.5 7 SS 43 35 - -1/4'0 OWE TAP CONCRETE ANCHORS W/CAP AS UANUEACTURED BY FLORIN FASIR.M 5 OWECT.M. 14 12 l0 03 7 4 - - 1a 12 1 f0 8 53 4 - 14 12 a 7 M.43 1/4Y TAPPER+ANCHORS AS MMAUFAC L;RED m POWEF6 FASTENERS,DIC..AND 05IRBUUTTED CY At PO9VS SCREW,BOLT d:SPECIALTY 14 11 7 S3 a} - - 14 12 f0 9 3 4 - 14 12 9 7 8 43 1 COMPANY OR ANY ODtER APPROVED LJOENSE0 OR AUTHORIZED VENDOR RMWERED WITH THE AUMCAN SSIIFR SYSTEMS ASSOCXATON,DNC. l4 12 10 9 B e.i - 14 12 f0_ 14 12. 10 8 65 5 35 $'-0 74 12 a3 7 IS 3 - 14 tit ! RS 'i"4 a 3 - 1J&S e S t 3 - - NO&UNaWM DA13MWDIT INTO CONCREX BIM OF TAPCON.BLUE TAT W/GAP ANCHORS AND TAFPEeH+ANCF O IS 1 1/4'AND TAPOGN 1a 12 93 73 9 - - - t♦ 12 9.510 W S - - 14 t2 e 8 63 ♦ - - WON ADVANCED 7BRE40FOMA TECHNOLOGY ANCHORS IS V. 1323 a3 6 Sa - - 14 t2 10 8 1&5 6 - H 12 1 0 14' 12 10 9 0 - - - (f 12 IO 0 73 43 - - 14 Il a5 7 55 ♦ -' - _ _ 0.2)UN:MUM ETIBEDUENT OF 1/4'r x 3/4'ALL POINTS 50'JO-SET ANCHORS SHALL BE EMm IRELY ENBMDDUO THE CONCRETE MOCK NO 14 113 75 0 N - _ _ T� 11 7 SS 5 SS-- 11 B 53 43 ZS - EMBEDMENT INTO STUCCO STALL BE PF300iim.1/4'6-20 SS.MACMNE SCREW USED S1LAIL BE 1 1/2'LONG JaW.M11t1 SimLa STUCCO .._...... �_ __.._ _._ DOST;AND 1'ItIM1NOtl FOR WALLS Wifit NO STUCCO. 14 12 8 83 4,5 - - 1♦ 72 85 7 SS.�... - - fa 08 3 S3 6 43 113-az 53 4 14 12 9 7 0 a3 - N 11 7 55 a3 33 - 10'-0'14 12 10 9 7S - -- - 14 12 10 a'63 5 - - 14 12 6 6 5 ♦ - - 8.3)IN CASE THAT PRECAST STONE,PRECIS(CCNCWM PANELS,PAVERS OR ANY VDMR BE FOUND ON THE DOSTINC WALL OR FLOM /4 t 7 5 3.5 - - - 13 93 53 3 ♦ 3 - - 10 73 5 4 3 - - - ANCHORS PDLL BE LONG EAOUGH TO FMCM THE MAIN STRUCTURE BEHNO SAO WALL nhZKM mompAGE SHALL.BE As 11.02%JED ON 14 11 IS 53 - - - - 14 1131 9 8 5 4 - - 23 951 6 5 4 4 - - N07ES.0.1)h H3)ABOYE FOR INSTALLATIONS CN VINYL 57001E OR F1F5 MTfN OR W 401Fi METAL SROS CONSLE 739$ENCIIiEE R 05 8 3 - 14 12 8 ISS 53 4 - IS 10 63 3 a 3 FOE{9LSU:UT1O17 URO M WITH METAL SNOS SEE si-X T 2D. 11-0' 1♦ 12 10 - - - - - 14 12 9 7 6 4} - - 14 103 7 5S 43 3.5 - 7s 95 5 - - 11 9 8 43 4 3 - - 9 7 i3 35 1 - (C) ANCFWttS SngL BE INSTALL©FOILON ALL OF THE RE000USIMA11CNS AND SPECIFICATIONS OF TFE AN RIS KAtIUF/w'7URETi 14110 7 - - - - - 14 103 7 SS 43 - - - 13 83 5} 4} 73 - - - 95 7 45 - - 14 is 73 6 S - - 1 v 0 43 a - (0) SCE SCHEDULE BELOW FOR EDGE DISTANCE(DOJ VERSUS SPACING RELATONSaP FOR ANONOIS. 1�12 10 - - - - - ' 12 6 63 53 - - - 13 to 65 5 4 - - - EDGE DISTAMCF YnMS VACINO SCHEDULE FOR ANCHORS: 13 a3 43 - - - - - it 6 " 4 33 - - - 6 6 4 3 - - - - MAXIMUM ANMOR SPACINGS ARE VASO FOR EDGE UWrANC£S INDICATED BELOY7.FOR E O.LESS THAN TiiE LNDI;ATED,MUCO:ANRWR 5PAcon 13 95 fS 5 1 - - 05 6 5 4 - - - - BY MULTPLYNC SPACING SHOWN ON SCHEDULE EY THE FOLLOW=FACTORS. 9 63 - - 14 ia5 7 53 45 - - 1t OS a3 43 33 - I.YDLICEO SPAC9Y.08fAMEO USNO FACID.R SHALL NOT BE LESS THAN TNMVUM SPAC91a DEDICATED FOR CAN AK1:OR TYPE. 13'^0' t4 tz - - - - - - i♦ 113 15 6 5 - - - 12 I e 14S FACTOR OS a - - - - 10 7S 5 4 7.5 &5 14 3 - - - ACTUAL $14 -=12 APCON M ADVANCED - - - - - - L2 9 4 43 4 - - - 95 7 5 4 - - - - EDGE D7PCLtiN TTI4REMFDRM TEGTOJOLOCY AM POINT SOLID SET BLIfE TAP W/CAP13 93 83 5 - - 03 73 5 4 - - - - v B ENGTANCE 11x1.9%-d 714'-0' - - - - - - 14 las 7 +S - - _ - I1 65 3.5 45_ - _ - ED. HADA.SPACING v 3' UK SPACwC�3' .SPACMG-3 1/2 ICH SPACING v 3' 3 3/4'7 43 3s - - - - 7 5B D W aONC�6: ivuafl mal✓ mrg17E[AaoL POURED CO7aCAETe6: P01!(SD torr-.RLTE.a W�MOIX - - - - - - 11 0 55 ♦.5 - - - - 9 8343 - - - - ca"CEMBLOCKIH M•31/2'M.Ell•21/2' CONCRETE a1)CK �IKRE'1E LLOWC F11.JI - t293 1 43 - - - - - O 3 ML FD..Y 114.M-3 1 UIL FA-r lr FM'2 I/C- - 03 a 5 - - = == BLADE WORKING _15'-0' _ _ _ - - 151063 _ _ _ O.BO L0 0.64 1.0.D o.�a T.D_ 65 4 - - - - - 5 J - - - - - N UNISON♦ 2 1/2• 0.81 TD - - 0.67 1.0 - - - - OS a 5 - - - - - OS 0 4 - - - - - 2- - 0.71 - - - 031 - 7 13 65 5.5 - - - - S 65 4,5 0.43 16'-0• fa _ _ _ _ _ _ - 73 03 6 - - - - - 10 73 5 _ _ _ _ .- g _ _ _ _ _ _ _ g�6 • _ _ _ _ _ 8 43 J - - _ _ _ 1 1/2' 035 - O35 - as 5 4 - - I- - - FLORIDA BUILD; CODE(Non High VCloeity HUrricone Zone ... T ` ,�� G 2035 EASTERN METAL SUPPLY,INa DENSE'' Q BERTHA HYTM �������� �-Lc�oi, Accordion Shutter System rJ H.Y.HARE g1 W/OR W/O HV.WNDON MADE ��'� - American ShuNer Systems .H arscR,nao DA E 9TA9R nY: mi - &W $ TIENT TESTING &ENGINEERING COMPANY y{ATE OF &W Ra.36Lti n-�393.%I WA G1A7K;K,F=iU 331Association, Ina 1 OLD 11-1sz r/13%ISI 4/13 15 1�-:(303 11-1530.Fm:(3m)371-1531 4268 Westroods Drive x '1 \ W-00067 9 can West Palm Beach, FL 33407 3 ORti+RNG No sS10NA\• AAAA' ViQ tER A TALI 4,P.E. .- 1 cJ-085 P.E. 9tM'1pli;N%&RE/DATE n0 ^u./ut67 3 SHEET3 a 13 OF 20 ni H ,n O u ' � Y O � 3� =Y SgZ,IOSrin n 0 En\ �r a F �� cci N O O1 C N O y@ l+.l n OG_ +a LqS + W o 0 o n ■ n 7s2CN O ■rn CCLL ~�9 8 to ~ * ND bCc O 111 j W ■.�C 'S "Op fn�Im E q,leaN ■ � Na u U�� Z � �OHHOYIm Hn nn rrlOnl lgnllm 111 gi111�i11ir111��Ill�lllyl llnllll 11 O �y13��a� Ca � 80oN ON�HHNYdOH�nv�nq�'rlYlnlln�nl101 lllnl ll�Ill�il lrl llVl lull � = y$a}� f\ 1'14HNNH�HHnq N»N�NOHYnOH Ot�nNI.YI Nl t'gnl lnni 1»111 � ���y��� q DOnnN•NN NO H111N O»nH»oNq'�»Hn rN4nIN,�,H,7N ;»�Y�nNffn r I n I I 1 n 1 1 1 N 1 1 'm .4I+�j+' Ci1.n»NOHiHH Nn nHHnHn»»nNg.....N�HIO r»q�.�=m NN »�N�q�+�Y1nV SNYgIM wN »OHOq HNHOH q OgH'gq'NOn0OCHq NHNHN»ON..n •• I 1 »O n H H H N N g N N N N N N N 5y O RONNHH4 HH4n HHgNnn Hnn�Hq Nq Hq NnN Oq NH»�»no n�qN N»qmq NHN»N NN NNNON =.�j �an'anr N�nn'�+Ihl1 IqI I IYI I Incl 11111 iI II�I111111 i l l l l l l l l l l Ifl I ~[[[9111 �w 'y n°��n anfnH�,Rnv,�InHlinl llul 11�111��111N11111111111111I1j11 `\a\\\\'',k ,., ryt 1"��1i�j' � �n nnn�nnah«n�namfnHnnw+�In,Ytll lnlll�nl llml 11ht 11 YIl11',�t llnjll +\\ •' ��j'�+i�� �,® p11�$n nln hln hnnnrwlrwa«ar�n°,ao Yrna�n R»nn+�In'�11 nnI1n 1111hl linll ���• (��t •'� .J �, 2YE5( COi 6 r.n nIn nnn;w n'an rn�rn inn ma f«'�m Y^N',a'�w�n An r`,�nw�'�1. 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DESIGN PRESSURE RATING (F af) ANO CORRESPONDING MA_xIMUM ANCHOR SPACING Qn) SCHEDULE FOR A GIVENMAX. SH 7rrFR SPAN NEGATIVE D DESIGN PRESSURE RATING AMO A CORRESPONDING MOUr1TING TYPE, (SEE 10OIRT107CS ON SNRT$16&17). LJ B ZE3 T F=;;Z SOUTHERN PINE No.2 W/ON. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 2y W�/� Na SPRUCE PINE SPRUCEINE DOUGLAS FIR W ON.G-0.50 W/MIN. G®0.43 W/MM. G-0.36 1/PL1'W DD% DOt7C TSN.Cffi0.55, FIR MORIN FIR . 0-0 14v�nrm / tkN. G.s�o W/ W/ N. G+0.43 W MIN. C=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUM)NGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N, 0&R FLOOR MOUNTINGS M, N,O&R FLOOR MOUNTINGS WALL MOUNTINGS &O.WALL MOUNTINGS B.O.WALL MOUNTINGS &o.WALL MOUNTINGS W& % W&X W&X P&a S&V 5&V S&V • mulma[7asaox{� �'A1HC4RC4Z�C� 0�113mFtc,�674kdi r81I[�reBSRrlaclpq a2n1[rax�®c¢1p 1l91160C�Dffi(df ICA10i0rl�.f6^ i48i0� ¢9716FK�0€RIW3 a2aamxtta>+aacwc(�I ®7a��aecf.� 40 60 75 90 DS 30 40 60 J5 90 OS 3D 40 60 75 90 05 30 40 60 75 40 905 30 40 60 5 90 05 30 40 W 5 90 1651130 40 E0175 GO 05 30140 60 75 90 0.5 30 40 60 15 90 OS-g 40 60 7S 90 0.5 12110 11019 6 0 6. 66 6 5 •6 12 10 10 9 11 8 6 6 6 6 6 6 12' 10 10 9 B e 6 Is B 6 6 fi 6 5 4 4 4 3 12 12 12 12 a 12 12 12 12 12 12 12 12 12 12 12 12 72 V-0' 12 10 1012 6 8 6 6 6 6 6 6 12 10 10 9 Is 6 6 6 6 6 6 6 12 10 10 9 6 8 6 14S 1 6 16 6 6 6 5 4 4 4 3 12 t2 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 0 8 6 6 6 6 6 5.5 12 10 10 9-9 B 6 '6 6 6 6 5 12 10 10 9 8 7 6 6 6 16 6 5 6 5 4 4 4 3 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 !0. 12 10 10 9 8 6.5 6 6 6 6 5.5 4S 12 70' 10 9 B 5 6 6 8 5.5 5 4b 12 16 f0 9 6 .56 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 72 /2 i2 12 12. 12 12 12 12 12 70 8.5 r-0' 12 10 10 9 &5 4 G 6 6 5.5 45 4 12 10 10 9 S. 3 6 6 G 5 4 3.5 12 10 10 7 15 - 6 6 6 5 4 35 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 701 12 12 12 M 85 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 0 .5 4 IS 12 10 10 6 3:5 - 6 G 5 4.5 3.5 3 12 10 10 4 - 6 G 5 4.5 3.5 3 6 5 4 12 12 12 12 12 12 12 12 12 TF JIT 93 12 12 15 9 7.5 9E 9'-0' 12 10 70 S 35 - 6 G S.54.5 35 3 12:t0 9 4 - - 8 6 4.5 4 3 3 i2 t0 4 3 - 6 6 45 T J 3 fi Y 35- 12 t2 12 12 12 101 12 12 12 1 KE 9.5 85 i2 12 10 8 ''SS 10'-0' 12 10 75 4 - - 6 6 '5 4 3 - 12 TO 6 3 - - 6 6 4 5.5. 3 - 12 10 5 - - - 6 6 4 5 3 - 8. Y 12 12 72 12 M 95 42 112 12 10.`8.6 7S 12 11'-{Y 12.10 95- - - 6 6 45- - - 72 10 4.5- - -16 15.5 3.5(- - - 12 110 - - G 5,5 4 - - - 6 5 - - - - 12 12 112 112 fro "12 112 t2 9S 8 7 12 12 8 6z 5z Z.- tY-0' 12 10 45- -I- 6 6 4 - - - 12 70 35- - - 6 5 35- - 12 10 - - 6 5 35- - - 6 5 - _- 12 12 12 t, fiS 9/212 il-8.5 7 fi 12 157.5 6 5 4 13'-0' 12 10 -_- - 6 G - - - - 72 70 - - - 6. 4,5 - - - 12 S - - G .5 - -15 4.5 - - 12 12 12 0 SS 5 12 12 10 8 6.5 5S 12 0,517 5.5 45 4 12 7 - - - - 5 4.5 - - - - 12 7 - - - S .5 - - - - B S - 12 12 12 9.5 8 6 12 12 9.5 P.5 G 45 12 95 a 5 4 3 12 - - - - 5 - - - - 12 - - - - 5 - -7-1 12 8.5 7 6 4 12 9 6 5 < - tG'-0' �7. - - - - S - - 6 - - t2 1210..1&516.514 12 12 8_r_15 r_ S 3 1. .S .5 45 SS- i k1-J-) HY BBILADE OR (1 NV ADE W A HV WINDOW BLADE WORKING IN UNISON* 4 arc. .vAIIs a f is rw0 av 9811 •T-NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES. I.A 6 TO WALI,PMR OR Sg10 WOOO SOW*K'-IL AS FO!18Mi &SUMMIT:swig Comm or THE roupwwl-. -SOU7/(EIN PWE No.2 W/0-0.35 QLD-S) 1/4'4 UPOON ANOINK AS 74A,rjrACtLM M f.LW.0taM W/W30WJU 048EDIIEIIT AS R O1GTFD AT -OOLXAA.FIR W/0.0.50(NDS) FAM SL'CIKN ON SHM-TS 15&17. -SPRUCE F41L IA NWTH W/0-0.43(NDS) D=F`71011:SEE IJ=2 GLOW. -WMM PDL rR SOM W/G.DZIS(NO.S) -LVIL 1/2'COX 1LYROOD(1086 APA) L NC11p6 7O HJ{1,W'0611D.G 5714L.BE A5 PER 1A76O1161C TWE U.SFE.ET 17 Ala)51451 COH"+b'f of W-SMEWS AS PE4 f0S 2012 SPED£ICATMML 4.ANDROR5 SWLL BE 057KLE0 FCLLQW=ALL.OF TW FWA)MADIDAT10RS AW SPECarAIRM OF T71E AIICRORS VAVUFACiURO'1. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EAST:FN WALE St1PPLY.INC. ® BERTHA HVTM 1"1....., Accordion Shutter System OL E C V INC. A.S.S.A. xV.BADE 41 W/OR W/O HV,WMM BADE TILLIT TESTING&ENGINEERING COMPANY Shutter Systems ,N otsamo« DAM OU"W. UL d16�- 9 8365%.W.3Rti 4.$d.110%VlFGPtN GA�DtS,fLavaA 334 AssocWon. Inc. , OLD 1I-192 4113{t5 WM 4/13/15 ==sc= F-(30)611-1530.F..;(3w37I-u3I 4265 Westroods Drive a n -,0.wg,.0ad.c West Palm Beach, FL 33407 3 DRAWING Na *' Gf[ 4 15-0855 rjt��jG.V,tp, ` FLU=U..1144167 5 $HEGT ' FA> EfFI54~'u RAE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & Q HV♦ BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BRUE Q ONLY SHALL BE LIMITED 05.0 s . A.S.D. S PRESSURE RATIN S SHEET 9 FOR MAX Y11L " SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 7 & WORKING IN UNISON ..�� iA 7APCON OR EO Y MIN. YaPCON WRH AD'JA:CED 4'x6'(FGn)FJttSR'G THTEADFORY TECHNOLOGY W000 BEA1N REatRRID. - '�'E(IF ) C" W/1 1/z'16n.PEHIETRATXIN T/tY-zoa/<'s.s. OFF D*Rat� OF 111READED AREA TO 1• P,Q11P5 TRUSS HEAD TO BE CERTIFIED BY PPy MSII NG WOOD HEADER lUpeNE SCAMS REGISTERED ENGINEER OR T'' _ EGSON0 ROOD (SEE SCHEDULE ON SHEET 15) 1 W/1/4'-20 NUTS NSCHRLCT PRIOR TO J TRUSSESOR RAFT.}.19 -•EO-r-E O 12'O.C. SMLMM INSTALLATION. 1/2' 1/2' 04.R O 24' O.C.REpI1Rr'D L 7 4b.TAPLDu OR ' E1DSitrNG , 1/A'CON V M ADVANCED • ,237• THREADFORY TECHNOLOGY }/4'Yat,TWC W/1 t/2'Yit PEtNETRATXXE O �14r3/4' 1'x4':1/FY CONE.Ala TORE DOMING wow HENDEAM AREA OR sus iso6�r6 ALLo1�W/ 1 (SEE SCHEDULE ON S2TT 15) 1 or 1©or Qo G'o.c i 1 or©or© (J)5/1G�tAG SCiRMS lD LOCH RAFTER aR T Lf LOCATE LOCATE LAD scREWs u I YpMOM OF ET05TNO,I'oo0 I t_EbsnNc FRN 2.4• t i I =4jUDESE)R.(2'1Dn.Nou11u1. OO LASS EIIDE'R REOb SRIO TOAACCEPT REHETitAWiWN OF D[RFADED GIA53 ) YIN.53'APA7ICN 70 MASS EUSTII ( (SEE SCHEDULE ON SLEET it) CCA55NG {R AT/1�lfE.A�OF , /ARFA VALID FOR 67ALLAATIQNS WITH 72p,;( IYDDU'1II WAX.A=.DESIGN LOM alas QS HV WALL HEADER INSTALLATION I m` O051N` INSTALLATION wx SPA"'THS soNtt.r a+BN2} 10 aA:S tsa FOR WOOD rs ONLY VALID OF QOR®� .�11 FOR Uaam O FOR woad W/W2,. 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A■S■S■A■ Accordion Shutter System Kv.RADE#1 w/OR w/o N.v VdN]Ow MADE TIWT TESTING & ENGINEERING COMPANY Am81iCCR Shutter Systems tv, acsrAtvllro, ME Association, Inc. f OLD 11-11 TE OF x355 e4r4 xa S s..scs,VVr.A wmoa./LOFlDR 331 40 — R—:(745)571-1530.V-:(aa5)aT1-1531 268 westroads,Drive 2 q /ORIDP �'11�` roox:le,no°d. west Palm Beach• FL 33407 3 N `\\�, O .TMUr�1 7E 5 P.E °J.1A{1(,YihMti'URE/DATE a ©"L'1 •GENERAL�uRATM]NS AND CONDPRONS OF USE FGR BERTWI A A A q Qw BIAOE ACTXIRDI�1 SFRR7FR 5Y5tpt NOIR- p A G — IYU 1pp 1{D (Up UNISON WffN!N YAN'DOW RIAOF�Q Q� ( Y Y Y 1.WOC ASD.DEMN PRESSURE RAUNC:1.110,-110 pa(. 2 MAX SUM SPAT or F fl S.ALLOINED MOUNONGA A D.G&N ON SEE75 6.7.AS WEUL AS = MOUNMOS M.0,T.U&W ON SHEETS 16&17. 3 W11.Y CENIFR14tTE5 (001N W/�+OR I�ARE dLWIRO-QPP O mOm w 4 5 I Q71 ARgAy{tD w A'+YYMEfi3CM.as Dpro`EI u AC w c6c OF , YI7Sl�WCUtOED OHI.Y AT FXR>tiaN ACCESS SIDE OF TYP,EA END -• S.(A)NRv WINtON�IME©SNAL!ONLY ALLOW A KWUW OF 5 OPELNCS (3Y ROLES)FDR f�PFR BSA1$AT SPAC710S SWM ON SHEET 4. 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BERTHA HYnA A S S A Accordion Shutter System �T:l L E C O,Nc. >. ■ ■ ■ HV.MACE#t w/CR W/o KY.WNWW aADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Mv.lk oDE:m"k-N DATE STATI m zl-z [555 NW.:6L.SL,54.515 YNGeM G Mx%fu%d 311Association, Inc. I V0 11-192 4/13/15 CAM 4/13/15 k—:(305)571-1530.Fm;(x0871-15,31 4268 Westrocds Drive 2 --l' �9— West Palm Beach, FL 33407 5 DSAwiNG No .�FSg� W;TDR A TI111T P.E 4 5-085 P.E.73"'V RE/DATE FLORM 1L-.!44167 5 SHEET 6 19 OF 20 1 1/2*.OAZ*OICKU INSTALLATIONS W1 G) HV BLADE & HV CENTERMATES 2-000-Mo. INTO METAL STUD WALLS U 47 NS AND CONDITIONS Of USE I Wo NOMINAL GENERAL LAM ALUMINUM SLEEVE '911e BLADE ACCORDION SHUTTER 6063-T5 ALLOY 6,2 EOR BERTH 14(� 4a MMU INSTALLATION TO METAL STUD WALLS I a 6'D.C. a V D.C. 12 LM SEPARATION TO GLASS SCHEDULE 3.000' COSTING FINISH 1. MAX.A.S.D. DESIGN PRESSURE PAMNG: +75. - 75 (psf) "(2)faed&Z rAMM ON AS APK"BUE f 2. 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