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HomeMy WebLinkAboutProduct Approval 7!2(k015 - Florida Building Cale Online inn w rlt6rl*y BCIS Home i Log In User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff j BCIS Site Map i Links E Search i Bus{nesp',�) Profe5Sid}n'l Product Approval C i i 1 USER:Public User e ul t on Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version D i 2014 Application Status RECE1 Y'A�Irp,"ted Q 2 7g,,6 Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bili Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-.Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf 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 http;//wvrw.ftidabt ildsng.orgV/pr app dM.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw`/o3d 112 7/202015-- Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products --- --....... — FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks — _ 3- (Non_HVHZ) -Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 II A S S A INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. f Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other. Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A S S A INC P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 155 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for (installations into Metal Stud walls is 79"for max. ASD I pressure rating of+72,-72 and 84"for+64,-64 psf. See i sheet 5 for other spans and ASD pressures. 389.2 _ Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i 1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom) for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S S A INC. DRWG.15-085.Ddf 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 FL389 R8 AE A S S A INC P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, I-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for i+75, -75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans (and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tjr�cks ' COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S S A INC DRWG.15-084.Ddf 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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A S S A INC PER DRWG 15-084 D for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes (12, 25 and 28 respectively �icrt Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall 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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 here. Product Approval Accepts: ® eChack M securit'nl-mcos hfpJiwww.floridabdlding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d' 212 GCENgRAL NOTES: 1.BERM H.V.AOCOMM S WIT R SYSIDA SHOWN aN THIS PROOUCF LVAIIDION DOCUMENT P.E.D. HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WAIT THE 2014(M EDITION)Of THE FlOWM BUILDING CODE.THIS ACCORDION SHUTTER SYSiD/MAY BE MULLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND ICADS SHALL BE DEYERM NNm AS PER SECTION 1609 OF THE ABOVE MENTIONED CODF.FOR A RAW WAND SPEED REQUIRED BY THE JURISDICTION WERE SHUTTER WILL TABLE OE CONTENTS BE N57ALLED WITH A OIRBCIIONALM FACTOR Kd-0.85•USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(5th EDITION)F13C AND SWM.NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 7HRU 17,25,2%28 A 28A IN ORDER TO VERIFY THE ATOYE COIDRION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL L BE FIRST REDUCED 10 ASO.DESIGN WIND WADS AREA 11 ILII BLADES lW m BY MULTIPLYING THEN BY 0.6 N ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATNGS NOMJATED,ON SIEETS 12 7HRU 17,22%26.28 d MR. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.M.AS TESTED,WERE NOT OYEASIfOSSID,A 33 X INCREASE IN ALLMABLE LOADS FOR VOW LOADS WAS LLDL USED IN THEIR ANALYSES.BERLIN SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SfImER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEM VEWID IN ACCORDANCE WITH SECTION 1828 OF THE ABODE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21--T7 SHEET 3 REPORTS: TYPICAL.SHUTER ASSEMBLY 38-43 SHEET 4 -HV BLADE10/0214,01-03,/0715.01-01/1004MI-M 11214.01-05,/0317.02-013•10609.01-10 AND 10210.01-11 As PER TAS 201.TAS 202 AND TAS 203 PROTOCOIS -HN WIDOW BLADE®10505.01-013 AS TAS 201.202 t 203 PROOCOLS AND 0725MI-M AS PER TAS 202 PROTOCOL. � AREA 2: NVBLADE OD AANDFIV WINDOW BLADE HV BAA - DE02 10422,01-05 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. OWERc pp� A TY '''',�,, PICAL SHTTER UELEVATIOd k IR IFS ON LOCKS SHEET S 2.HV BLADE!��ANO W BINE 2QIRE ENGNEDTED TO WORIA IN UNISON WITH EACH OTHER N AREAS MOM THE DESIGN P TRANSITION FROM END ZONE 5 TO INTERIOR:ZONE 4.EACH INSTALLATION DETAILS A-E,CONCREIVIBLOCK SHEET 6 TNG ZONE"ST BE CLEARLY IOEMIMED IN ACCORDANCE WAIN CHAPTER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L.( 1FJ81ACK SHEET 7 CORRESPONONG WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR NN.SEPARATION TO MASS.DELIWATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR NV BLADE 1 CENIERMATE DETAILS W SHEET 8 R 2 ACCORDION SHInTDRS SVSNFOMS FOR TUNER WAND ZONE SHALL BE PREPARED AND CERWIED Be A ROMA REGISTERED ENGINEER OR ARCHITECT BASEDILLWK• 'ON SUCOWIGURATION AND ASCE 7-10^ST,A'uNMRD.AND APPLIED BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT MS APPIFOR. CENIERMATE ALTERNATING DETAILS W SHEET 9 FIV BLADE QVND FIV MMOM BLADE @ ARE ENGINEERED TO WORK IN LIMON WRIT EACH OTHER UNDER TWE GENERAL LIMITATIONS AND CONDITIONS OF USE REW ATFD ON SHEET 28. CENIERNATE DETAILS NO SHEET 10 ED CONNECTION DETAILS 1-6,COFICNtEIE/BLOO( SHEET 11 3.BERTH N.V.ACCORDION PNS(HV SCREWS IMSfD AT SLIDES KMUQ0E ANO FOR DIRECT MODW CONNECTION 70 TRACKS SHALL BE/14X2.75 AND/14X1.73 RFSPECTIVIELY,410-M M9AAMH MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS SHELL MR SCREWS H 1-1&0 Moi YIELD STRENGTH AND 180 Id 70ME SIRDICIH.PNS STALL BE COATED WM BFRIIIA HV OALRIDME D MUM SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&BOCK SHEET/3 APPROVED COOING APPLICATORS.REGISTERED RYAN.AMERICAN SHUTER SYSTEMS ASSOCAIGION.PINS WRIST BEAR THE W MARKING ON TIOR HEAD. ANCHOR SCHEDULE-CONCRETE$BLOCK SHEET 14 4.FOR� EXTRUSIONS SRW.BE ALUMINUM ASSOCIATION ALLOY AO TEMPER As INDICATED ON SHEETS 2 AD 3.WOMUN VI LD STRQM'M FOR 6063-T8 ALLOY IS 31.7 Td AND 35.7 W 75 ALLOY. ANCHOR SCHEDULE-CONCRETE k BOCK SHEET 15 S.ALL SCREWS TO BE STAINLESS S11E1.304 OR 318 ASI SFRa9 OR CORROSION RESISTANT COATED CARBON STII.AS PER DW 50018 WITH 50 Id NIR.MD STRENGTH AD 90 Moi MN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 1176 STRENGTH&SHALL COMPLY W/FLORIDARIDA BROINb CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-WOOD SHEET INSTALLATION DETAILS M-R.WOOD SHEET 18 B..BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 318 SERIFS STAINLESS STEEL WIN 35 Ami MINIMUM YIELD SIMON. INSTALLATION DETAILS S-X.WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR MOM SPECIFICA710M HN MADEQ.13,14.13.18.17 h 2BA END coNNECT1ON DEWLs 7-12$X.WOOD SHEET 20 W BLADE :28. W BLADE&0 WORKING N UNISON:13.14 A 16 AREA 3• IN BLADE m ONLY . B.TABS BERIIA H.V.ACCORDION SHUTTER SYSTEM BEARS A US PATW 16779,582.COMPONENTS OF THIS APPROVAL ARE-COVERED.IN WHOE OR IN PMT BY BS PATENT 1B•4S8.179 SSUFD 70 TYPICAL SHUTTER ELEVATION d NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY.INC INSTALLATION DETAILS AK-W.CONCRETE SHEET 22 9.R SRW.BE THE RESPONSIBILITY OF THE CONTRACTOR 70 vow THE SOUNDNESS OF THE SYTWIURE mmm Sam IS TO BE ATTACHED TO INSURE PROPER ANCNORME.CONTRACTOR TO CENTERNATE DETAILS LD SHEET 23 SFAL/CJORR ALL SHUTTER COMPONENT EDGES WON REMAIN.THRU FASREN NG N CONNNOUS CONTACT WAIN THE 8UIIDNG TO PREVENT WIND/RAN INTRUSION. ENO CONNE T)DIM DETAILS 1-6$K WNCREIFJBLOCK SHEET 24 10.EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PLACE WN WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TEMANE OR UVIOL£MUST PROPERLY CLOSE ALL MAXIMUM SPEW TABLES SHEET 25 HV AM HD CENTERWATES AND ENGAGE OR LOCK ALL HN AND HD LOCKS. ANCHOR SCHEDULE.CONCRETE SHEET 26 11.SHUTTER 119"ACRNFR•S IABD.SHALL BE LOCOED ON A RFADLY VISIBLE LOCATION AT ACCORDION SLITTER IN ACCOtOANCE WITH SECTION 171MBA OF FLORIDA BUILDING CODE ONE LABEL . SHALL BE PLACED FOR LVFRr OPENING.LABELING TO COMPLY WRIT SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE AREA 4• HV WINDOW BLADE(Q ONLY 12.BER.OHA MTV.ACCORDION SHUIIM SYSTEM'S INSTAEUMN SIAL COMPLY NM SPECS ODMIED N THIS WKWI NG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE POW S MMED 70. TYPICAL.WINDOW BLADE d WINDOW DETAIL SHEET 27 13.(a)THS P.E0.PREPARED BY THIS ENpNEQt IS GENERIC AND DOES NOT PROME NFOMAMDM FOR A SITE SPECIFIC PROJECT;T...WHERE THE SITE CONDITIONS DflMTE FROM THE P.E.O. TYPICAL.Smum ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCfIASE AND INSTALLATION INCLUDING LIFE SAFETY OF THUS PRODUCT,BASED ON TNS P.M.PRYMOFD HE/SHE DOES NOT DEME AREA 5, HV WINDOW BLADE i)ONLY FROM THE CONDITIONS DETAILED ON THIS DO URIEHT.LONSiIMM SAFETY AT SITE S THE CONTRACTORS RESPOF`kJBEDY. (e)THIS P.M WILL BE CONSIDERED NWAMD F A7ERED BY ANY IFAS. INSTALLATION DETAILS,METAL STUD YALL.S SHEET 28A (d)SITE SPEC=PMECTS SHALL BE PREPARED BY A nMM RESTSI&M ENGMER OR ARCHITECT W*CH VALL TME ENGINEER OF RMORD MO.&)FOR THE PRaga AND W140 WILL BE RESPONSIBLE FOR PROPER USE OF THE P ENGINEER OFACTING RECORD,ACTAS A DELEGATED ENGINEER TO INE P.ED.ENGINEER SHALL SUBMIT TO THIS U THE SITE SPEC M DRAMM FOR RE . (o)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEN.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT FLORIDA BUILDING CODE rW High �Veloci RUrricane Zona ositits 15 EASTERN METAL SUPPLY.INC. BE US TO OBTAIN PERMITS IN THETHIS DRAWING SHALLJSTATE OF LY F ORIDA � CAS GT/f YAAY �0� ��R.ETA HVT 1L E C O�Na. AA■S■S■A■ Accordion Shutter System V,81110E ATneHrAn,Shutter ems 1 W p N.V OR U.8'1tODTI BUDS h ILIO.WINi 11 71LUT TESTING & ENGINEERING COMPANY �� DOSQU!'IaN BATE DRAW Of ILL Aeeoalatlon. Inc. 1 OLD a-UN a/1I/15 DAL' 04 t3 t STA 1 No MAL 301E 51..Sb.3M VROtQ dARMM nj0M ITN �. Plwn.: (305)871 13M.Fw:(305)871-1531 4288 Westreads Drive 2 DRAWING No Fs•,,ORiOp ���� ® 7e s OOAL West Palm Beach, Fl 33407 3 .,,��s/U....•NG�OWLTER�L�TwYP. a 15-084 P.E. S�iW � /DATE SHEET 6, �srn woo.esmc® • ARas +9 5- t 11-MV 1 0� 4857 "• A999' � • �- 1O HV SOLID BLADE Q Hy BLADE OHV UNIVERSAL FLOATER ®HV �ED CR• STARTER COVERED UNDER US PATENT X68179 COVERED UNDER US PATENT/i5468179 QUALIFIED USE W/ 6[109-79 ALLOY AND TEMPER Q1lAUFlED FOR USE W/HV BLADE 1Q&Q2 ®HV DIRECT MOUNT HV MADE tU 0.,z 1 6009-T6 ALLOY AND TEMPER QAAUFIED FO�IISE W/ 60(i3-T6 ALLOY TEMPER 45 UMRA710NS OF USE OF E®ON SHEET 28 BRIDE 1 & 6063-T6 ALL D TEMPER 3.2T5- +• • 6063-T6 ALLO AND PER .,24' Ogy r. , • t,., •) yD4• -GOO• ry 2226' S 84 q 4 R Q7 HV ADJ. ADAPTER W/Jlp ® , 7 HV WALK--OVER92° • QUAUFl�Eo I © Qu (jt� (2�W O9 HV jRENCH TRACK 3. ©HV ADJ. FLOOR TRACK - 6063-TB ALLOY D TEMPE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV Q1IALIFIM FO USE W/ HV BLADE 1Q&02 ONLY 1@ HV. RAINGUARD BLADE 1)&® VARIES M. 6063-T6 ALLOY AND TEMPER WLIFI�FOR USE W/ HV 60(13-TB ALLOY AND TEMPER 1- 1. VARIES 1.936' 6063-T6 ALLOY AND TEMPER 1.917' •063• 3• •ow .1 .1 p60• • .09- ., .060- - 970 ,.886- l• 670. Q c 3.529• O b b• 11 HV CEILING•HEADER n 1© HD CEILING HEADER/SIL asst t ED FOR USE W/ HV BLADE(1]ONLY, QUAL.IFlID FOR USE W/f1V EPONLY O O - SND CEILING HEADERlSILL iTYY-` Y AND P QUALIFIED FOR USE W/ HV BLADE 1 14 bD WALL HEADER/SILL ��FlEO FOR USE W/IN BL1DE 1O&OO SEE SECTIONS FOR VALID I SEE SECTIONS FO VAUORY. OUAUFlED FOFj USE W/HV 6083-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063.76 ALLOY AHO TEMPER 6083-TB ALLOY AND TEMPER BLADE X rMFIU Y l 01- A B T1 i2 X Y lttl! 2' 2• 12S © r S-MAX. 1/8' 1/6. WC) 3• 3' 0.090 ,• ,- .052 ® 2- S-WC 0.192• 0.192' NV 1 ,�JDE ANGLES ALUMI A LES + z5• 7•MAX 0.190• 0./90• Hv(D CORNER POSTS _ � I( ® AUFlED FO USE W/ HV FlED f0 USE W/HV QUALIFIED FOR USE W/ HV B1ADE&& BLADE�1 &© BLADE (SFE SCHEDULE 8063-TB ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND T ER `olllN,111ppFLORIDA BUILDING CODE High Velocity Hurricane Zone) • Iy•�`/�d,�ii ®2019 EASTERN MESAL SUPPLY.INC. BERTHA HVTM - = s� SSA =1 L�E C O N A. Accordion Shutter System V.RUDE I 1 W1 OR V11mbNV.will"BADE h ILK BLADE ,yam •* American Shutter Systems xx w0. 99A9,10.r M.L. F' TILUi TESTING k ENGINEERING COMPANY p: Aasoalatlon. Inc. + 0.D n-w 0./,3/,9 ate 04/13/15 'C% 0 A :'�4:� am K9.3aa a.St..3956,nsaa,eltmtta Et0w13s, +• 4268 Weslroads Drive 2 Fto :(sos)g/t-,530.Fm s(305}571-tsar DRAWING No , �a -E West Palm Beach. FL 33407 4 15-084 ELc1sDl Lk.(f 4.167 s SHEET P.E. SEAL/SIGNATURE/DATE e 2 0 28 4W8- - S, -pal 1•'-p .745' s`.IaiAD BOPTAaD ( G ¢ =p� 3 g • m B )P KWW lel Al a — : 4444 "� P EI(MMUE 009WE RATM) Q NAL CENTERMATE ® HV LOCK QUAUREO FOR USE W/HV MADEL)&®0 • 5083-78 ALLOY AND TEMPER Q FOR USE W/FIV BLADE t & 1 ONLY QUALIFIED R USE W/HV ®QUAUFlED R USE W 6063-TB ALLOY AND TEMPER BLADE�& ®ONLY. BLADE�& Y. �AUFlED FOR USE W/HV BLADE 1 ONLY 1• i 4• 8063-T6 ALLOY AND TEMPER 4. a• MOLDED 2079' 1.75r M.SCREV •/PIER MYE71N0 BEFORE y lz 1/4-p-20 X '3 4 _ �RIVNUTti A--g a / —L *Som 9444 A M KM(2024-T3 XLVO wx,E RANGE 7M 1 atto• 19 %W NUMW,PRM/08M AS HMIWAC117RED er aBo_ cA PIA11 FRONT EIEYAt10N ® n M LOCK CIENIgRMAdE CHOW TOMML PAaffow,Now jam 07054 at DWM_ © NATM LOCKER FOR -T- LOCK cENTERMATE QUAMED FOR USE W/ HV BLADE t ONLY ® " ® HV -T- LOCK ® b�LA6IEB 6083-T8 ALLOY AND TEMPER QUALIFIED FOR USE QUALJF FO USE W HV QUAUFlED FOR USE W/ HV BLADE 1QONLY QUAMED FOR -T6 ALL Y AND�PEt ONLY W/HV GUIDE 1O ONLY. BLADE 1&ONLY. 6083-T6 ALLOY AND TEMPER 1.9 .� A751 o .OB3 • ITHWASWRN CYUNDER OR KEY CMNDM 1-- 0.875' 1Bn. • n • 00 1 .128•MWr. HD COMRMATE W1 LOC O QUAD USE W/ HV BLADE 1 , ®QUALIFIED FOR USE W/ FIV BLADE i & 2 MATEA o O Lj AND TEMPER 6083-T6 ALLOY AND TEMPER HD CIENTER F 12•MW. QUALIFIED F BLADE 1 ,®&Q2 0-20W%OR 31& -le -6 ALLOY ND 7 11Alfllimenm C11JTER OR KEY 315 S CYUNDBt CKING RODA 1.78 MmHD LOCK SE W/HV BLADE&© rQUALPRED 1 4- 20 AISI 304 aY REGENT RAMWARE MORDSE LOCKS SWES 2333 HOOK DOLT I" 8 ALLOY AND TEMPER , � — ACETAL QUAUFlED fOR USE W/ tLV GUIDE 1Q,®&O2CKS FOR PRON WILL IOPER ERE A Mts•MENT OLE THUMB^>�REWS FOR USE W HV BUIDE t &�AT QUAUFI FOR BLADE�&® / FLORIDA BUILDING CODE on High Vek)dtyHurricane Zone O 201S IMTERN METAL SUPPLY,INC. s�P.' N �cE -; BERTHA HVTm y = f LM ■S■S■A■ Accordion Shutter System h A V. N RU American Shutter Systems GIME t E M�0 PLV.w� DE RV.RUDE 71LUT TESTING do ENGINEERING COMPANY o>xevnox � M. L :a:1 OW f,Wft A„a1.W3,VM M GARDDA FWMM 331 Association, Inc. 1 oto n-174 "/13/13 UM 04/13/15STATE OF y Phn :(305)071-1830.F-:(355)971-1571 4268 Westroade Drive 2 DRAWING No 4tss,•U1 •,`,'G\�``��� —nal:®tom m West Polm Beach, FL 33407 3 15-084 -AAigAO�QNAL�ttq�``� mai W. ktei 5 SHEET P-E, SEq� I�NAt(URE/DA E 8 3 OF 28 3/8 0 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV AND HV BLADES. mail O HV BLADE 1 3 n ® HV BLADE 1A o a 2� HV BLADE 2 MID or(2 474 n ® HV LONG RECESSED NYLON BUSHING ! N ® HV SHORT RECESSED NYLON BUSHING 3tsa ® HV NYLON HAT WASHER EXTERIOR , ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 47i• $ 4 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or(, or EE NOTE FOR 4@ HV 1 3/4" ACCORDION PIN W/ #8 HEAD 'I` �I$IEQUIRIEMENTS) I Me ar® f4�3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'I` EXTERIOR ® (SEE SHEBONATE ET 27) IMPACT RESISTANT HV WINDOW or® " TYPICAL SHUTTER ASSEMBLY SCALE- 3/8'= 1' HV P{N®OR®AT (1)HV m®SHALL ALWAYS BE USED AT ALL oaER10R � E7(TERIOR BOTJOM KNUCKLES OF HV ACCORDION SYSTEM W/Wo OR /0.324• BLADE'S KNUCKLE. ►IV® 3 (SEE NOTE* FOR (2)HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT S REQUIREMENTS) DaMOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/HV(g) Q "E WHEN CORRESPONIXNC TO INSTALLATIONS-CC-AND'DD SHEET 22. 'e) (3)HV PRN®OR®W/1/2'O.D. 1/16-TIOCK S.S.WASHER SMALL BE USED FOR DIRECT'MUNr M'TALUQiON PER DETAIL X. WHEEL CARRIAGE DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. apLLNDNNNINpIn FLORIDA IRU NO CODE on Itigh Velacity Hurricane Zone ......... !//.�4y 0 2013 EISNERN METAL SUPPLY,INC. BERTHA HVn A■S■SLAT■ Accordion Shutter System = ;• = I�C O�I[ic. s 1 IMrstimE IK(e o Its wlNoow BMR.v RUDE American Shutter Systema IoacmFm UTE DRKWN eh M.L TILLR TESTING ENOINEERINO COMPANY �.o•.�! WW IM sa.%.St&3w,VRGM G+ARWM ROMA 3311W Association, Inc. 1 OLD 11-194 a/Ie/le OpE oa/ts 1s '�,�' ;••-.... . G ` T- Ph—:(305)871-1530.Fm1:(305)071-1531 42618 Westroads Drive 2 i, S \ \`` �—M 4Tbteo-IL West Palm Beach, FL 33407 3 DRAWING No �i�110NAL EN \.�` D1-oo00n0 4 15-084 111;1111112111 WALTER A.MWr L P.E P.E. SM/SIGNATURE/DATE nmm u`III wei 5 4SHEET a c o �•iFsJa Y N u a r ' . �NQ= ON HV LOCKS AND CENTERUATES, • •®°' . I.MANIMFORY CONDITION JU ONE W LOCK®or®SWALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BEJ UW ][2 OF SHIM SPAN FOR SPANS UP 10 105,AND FOR wSF 7gNS ANY ELEVATKNL HV LOCK f19 or�y MAY BE USED AS MI wSIDE OR OUTSIDE LOCK.ATTACK)To OR CQOERMATFS W/(2) 1/4'F20 x 1/2'LONG FLAT HFaD S.S.MAIL LDGTtON OF LACK SW{LL BE AS RVATm ON • IYPHJAL'SHIFTIFR TION. ® 2. •IF DFStRED•FOR BETTER PERFORMANCE OR FOR SF�MM PURPOSES,UP TO TY/O UV LOCK®S OR IAV BE I1S0 AS(A(N INSIDE OR OUTSIDE LOCK.CONNECTION OF LACK$TO CEMERMATIS OR BE OF LOCKS INDICATED .BE AS�DIMTA)ON ATYPICAL SHUTTER ELEVATION. 3 "MMMwo II • LASED W/FAb HV. Q=* OMYLOCKING RODS ARE NOT REQUIRED AT lIRRIGWE PO%nDK BUT MAY MAY ALSO BE USED AUSED W DESIRED T AC ENHANCE P=SHUTTER (NON HURRH•JE. CKINGNRODS AT AN ALTERRATIVE DEVICE 4.1N[>DA ONE HV(DCI( ® BE ffU AT OORNER cmTERMATLS FOR ANY SPIN AND KNSFALLAT1aNS AT RI ATZ IN 4 ar SHAFL BE USE])AS AN CMDE OR INSIDE LOCK, FLAT HEAD&S.MI&TWO LOCIM RODS ATFACHED TDP �BOTNY SNNL.Be USECORNER D CJg O W(2 1 0-2 x 1 BE AS WDIEO OH TYPLCAL EL SHUTTER EVATION HUF $ MWWM SIER SPAN SHALL BE DETENMWEDOFAS PER SCHMXI ES SHOWN ON SHffT 12. ?„xlfD K 5. -iti iSf 9 •ONE ALTE7ir FN LOCK MAY BE w EU OF M/LOCK or FOR ANY SPAN ARO 1Q } >E wSF 71WLS AT ANY ELEYAWN.Al TE LOCK MAY BE USED AS AN DE OR OLFISIDE lDtll.ATOACHMLM / � iii555 OF 1/4Y--20x3/4'S.S THUMBSCREW TO®OR(F.d' CEMEW4ITES SHALL¢E MADE N/ 1/41-20x3/4'ALUM. Y 1 !! ; �p� his RNNUF AS SHOWN ON SECTION HYE,SHEET 8.ONE LOCK%ML BE USED AT 1/2 of slnrnER SPAN OR TSMD ( st §'a C LOCKS AT 1/3 OF SNUFFER SPAN. L All 11. 111 •ZIOTES ON HV "T` LOCKS AND CENTER RTES• SEE E770 t. CONNE D r E N 1 J x O P p ■ Y r a OF O NE DETAI SHEET 11 TVP. LTwERCNLATE tivUSrING LORCEIKNFORCNINAGY�BE YAWS VSHEIOLWoNf OHNY SLEDCCTK{OSN ENGo,R SHEEFTOR AWWNHHrIICCSHHPANNU ISF _ FILL HOW. WwONUF R0 W/ 11/ClN14E�R�Oxt'®S.S.NS.®wF0/A11�Ix 6/8�Po1MUF LOCK MAY BD E NSD'FALLED AT/4DSP/W OR 2' OF CORNER MA7fBdUM ABOSE AND BELOW YIDSPAN.USE OF ILYO IDCKwG RODS®IOP AND BOTOY LS MANDATORY. CENTERMATE ®a®°■©• 70 oz® TO•�3 0■ 0.6-6.6-6.0- -NOTES ON HQ.LO • 1.HD IDCK W/NO lE4 •ONE ALTERNATE HO LOO( OO•© O O ® �� — MAYBE USED W LM OF 6 a 7 0l 6 a HV LOCKS OR�7 FOR ANY SPAN AND R6UMAIKWS ATANY ELEVATION.ALTERNATE LD LOCK®LNY BE USED AS AN RODE OR CK.LOATTACFDLt2TMCIVF OF Fb LOCK TO LSI W/3SHEET/B x 3/8"LOCK F.H.RWM.AND INCLUDES®`®Q®•®aO•®a 9 PANN OR Ir MAM BELOW ORABOVE WDSPAH.USE OFµLWM ROOS®10.OR M.OP IMAT IADSP TYPICALn HV BLADE SHUTTER ELEVATION N.T.S. puuMN/ FLORIDA BUILDING CODE Non High Velocity Hurricane Ione 9 2018(ASTERN NO&SUPPLY,WC. v "ceN ,�9,, A■S■S■A■ BERTHA HVn 1 L E C O ■c. Accordion Shutter System V.RUDE 1 w OR W U.B1d N B"&ILV.WUDE •o: /�>t� = American Shutter Systema etrocuvlxN D.,< DAJNN ah M.L RWT TtS11N0 k ENOwEERING COMPANY y 0: A '@$ am Nr.xn,n,s,.3A VA%M CAFXM nmw av A9aoclafton. Inc. E aw n-Na ayona me o4/t3 is ��� PAm.:(3W)9J1-1070.Fa<:(wsla�i-IS]t 4268 Westraads Drive s /•NAL EN�� § rmoa: West Palm Beach, FL 33407 3 DRAWING No '"r�l ►ELIttoS MTM A TILLLIf'Jr.P.E. , 15-084 P.E.Z I�Yt�tJATURE/DATE `&WA L'`'0,0187 a s H OF • 28 CONOWE ( S ON SW 14) a was ORNINWAt Of On t OR �� t POURED MOCREFE ANCHORS # 1 EDGE CrSLA3 IF CR UM a Y w APPUCABLE E,706ECiG� eX43mi ♦ ��p�tD Y.IR 9 ` {A55---! i11 t Ip 1 i \ L WtASt1 A HFAD i 1 t 1 EOeSRIC iFX SCREWS O fZ• 11 QRs l M� 0.0 OONCREIE ANCI#ORS a EDGE OF APPUCABLE IF! OF Tr CLASS—f = E„ APR1RlBlE Avw)CAe r Pau>:Eo a POURED lur HEAD { eneanme , CCHCRM ANCHM F«�- RE (U SCHEDULE ON SHM 2e) D ( ON OR ® a rRENCH INSTALLAMON ANLIO ONLY PDR UP TO+70,-76 PW (1) HV FLOOR INSTALLATION t Q by WALE —AVER INSTALLATION PREWft WWW a FOR SPAM PER V B CEILING INSTALLATION SOMME J3'SHEET 12 SNE ANCHORS SEE «, r----- //�'� sH�r-) Y 70 is @ CtlRS--1 E70S11IJ0fOFF>a71t 1i49MYO/TO PISS 1 ' la+fA4�Wfi OM 9@t 1 f 1 SSS i 0 ' r1 1/4- 3 A j IOxJ/4•HEX WASHERSCREVA 1 e• TEN SCRUMS o V OG. = cONCREIE ANn4oRs� 1 e• _ - 8 . y� , jl4x3/&0.!L0 1 Lox. OR 1/41.-20 Ss,us 1 Q a e•a s W/, rA I o a•as (SEE isa EDULE OH � 1 � g 7 OR //2• 1. 'll 4 r.H.S.O.S. ar ac. EDGE V,T >> — s1Ae p OOrt s ANCHORS SEE NONE,a(e) POURED CONCRETE BLOCK off s>i0N4�Er ice) Iff" 0 tPPN:c�uE POURED CONCRETE (SEs SOH OULE On ON SHM f REQUIRED 0 ESDae se+Esr's) d WV WALLW —OVER INSTALLATION PouREo © HV WALL FLOOR.INSTALLATION W t� I�ARD INUALL QN t INSTALtAT10N DETAILS W/ • ,# .E.a_EDGE lxSrANOE t mow (D NV BLADE ADJACENT,-sm SHEET 4 FOR TYPICAL SNUrhR (SEE SPM MT06 ON SHEEf•14) E�°��°fr O BLADE SHEE7 26 FOR MMINRNG SECTIONS CAN FIE ccuo YEO IN ANY WAY To Sur ANY E+s,AflAaNOH. 11Hug1J FLORIDA BUILDING CODE h Vowbr Nuntcone Zone O 2016 VMN METAL SUPPLY,INC. �'`��•'�110E�s,�'''.:o /yw�w�w�lw ��R'�JA H�/TM =_ i1L EC O iNa. Accordion Shutter System �S/J Y.WX i W OR t O N.Y.wm"em&SLY.Bt�Df 11 ?�:• $r !� * TIWT 7ESt71N0 EHINNEERINO COMPANY AmMoan Shutter Systems puce DRAwH er E. ArEOF Assoolotlon, Ina. 1 OLD 11-IM o4Ats/ts oA,fy 04/1; fs CMS KM SB//.St.SLR.7(7Q.N10E.l OiAO[ta.NORM 33t PNw..:(3DSWI-1SW.rox 1(.VOWS-15314268 WestrOOdO DriYe : DRAWING no ��'''`s/tUq�EN•t�`�������JAtJ!NbJ IpG1A������ EDWest Pohn Beach. FL 3347 s -00061114 15-081 84 WALTER w fun rP.E ' MORIUA Uo./44187 S SHEET P.E. SEA111�1�7ATURE/GATE SCHEDULE 11 SCHE011L SCHEDULE 83 MAXIMUM SHUTTER SPAN 'L+'OR 'L-" WIMUM SHUTTER SPAN* L+- M UM SHUTTER SPAN*1+' ((t.). FOR INSTALLATIONS W/ OR -L-• (ft.) FOR ' (ft.)"INSTALLATIONS inor�T► or�7 INSFALATKNJS W/W/ONE H.V. LOCK ®or®or or NCW LO CONCRETEMSIR & W000 Sor ONE FIV LOCK or or® W/ ONE HV LOCKS �� (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN CENIERMATES®& W/ ONE HV Y W/ NO LOC RODS® W/ NO LOCKING WALL A. D• C• D, Q U, N, O, P, 0. ALO•POSQIVE DESXN PRESSURE RATING. L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/11V0 LOCKI RODS®TOP & (SEE NOTE t) MOUNTING F. K&L R• S, &V. A.S.D.DESIGN PRESSURE RATING. BOTTOM SEE NOTE &WOOD fl FLOOR/COUNG G. H. 1, 11 &J T• U• W & X (2)PROCEDURE TO DEIERNNE MAXIMUM SPAN FOR oosm CONCRETE at WOOD INSt/IIIATTOI7S O CONCRETEMOIINTINc WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: OEM OEM AM PFRUMOSM (1NL NOUlRiNO ETAdtN WNL LIOUIRNG vl�n[ nDT1R/CEL=MOUNTING CM A POSITIVE A.S.O.DESIGN PRESSURE RATING. DERMNE MWUUM SPAN'L+•FROM SCHEDULE H oA-) (a �) FLOUR/CFMNO 1IOIMnHG t+�'�) �NotRaw GIVEN A NEGATWE A.S.D.DESIGN PREMM RUM. L+00 1 L-W L+ L-0k) L+ M L-M LF M L-CR) DETERMINE MAXUUM SPM!'L='FROM SCHEDULE 30 OR 1a'-0• 1s'-W 10'-0" 16•-0- 30 16•-0• 18'-0' 30 is-0' 78'-0- 3 - 15'-2' 6'-O' 35 14'-10' 14'-10' 35 1S'-2' ib'-10' LMXIYUM SHUTTER SPAN'L+•OR'L FOR ���ALLOWABLE SPAN IS EQUAL TO THE 40 13'-10' 13'-10' 14'-2' 15'-2' 40 13'-10' t3•-10' 40 14'-2' 15'-2' INSTALLATIONS RITO WOOD SHALL BE LUTE7)TO ACINIMUb DE7ERNDIEiI SPAN DEIW@L'L+•AND'L-". 45 - - - 4-3' 45 13-1' 3•-1' 45 13'-4' IV-J• 105 p5f.ASD DESIGN PRESSURE RATING. (3)PROCEDURE TO DETt7UIFNE LIAXIMUM SPAN FOR 50 12'-V 1Y-5' 12'-B' 13'-7' 50 tY-5' 12'-5' 50 12-3' 13'-1' 6DUSINATIONS IN BETWEEN WALL MOUNTIVS 55 11-10' 11'-10' 12'-1' 1Y-11• 55 11'-to• 11'-10• 55 t)•-1' 1t'-11• W/FLOOR/COLING MOUNTINGS: 60 11'-4' 11'-4' 11•-7' 12'-4' 60 11'-4• 11'-4' 60 10-2' 10'-11• FOR A GIVEN POSITIVE ASO. DESIGN PRESSURE 65 1o'-10' I 17-10' 11'-1' 11'-11' 65 101-10' 10'-1o• 65 9'-5' 10'-11 RATING: 70 10'-6" 10•-6' 10'-9• 11'-5' 74 10'-6' 10•-6• 70 W-9 9-4' .1. DE7ERmue. 75 f0'-1' 70'-1' 10'-1' 71'-1' 75 10'-1' f0'-1' 75 - a._9. 1 HV CORNER CFNIFRMATE/3 MAY BE USED AT ALL Li+-MAX. SPIN FOR WNL MOUNTING MISFALIATIONS MOUNTING NWALLATIONS.LACKING SPECIFrATIONS IZ+-MAX SPAN FOR ILDOR/CFIUNO MOUNTING 80 9'-10' 9'-10' 10'-0' 10'-9' 80 9'-10' 9'-10' SHALL BE AS INDICATED ON MANDATORY CONDITION/2 DNSTAZLI)IONS 85 9'-6' 9'-8' 9--W 10'-5' 85 9'-6• 9'-6' NOTE/5.SHEET 5. PR OR A GIVEN NEGATIVE ASD.DESIGN PRESSURE 90 9'-3• W-41 9'-5' f0'-1' 90 9'-3' 9'-3' FOR A 95RAMNGt W-9' 9'-2' 9'-10' 95 9'-0• 8'-9' DETE'RMUIE` 100 8'-9' 8'-4' 9'-0' 9'-7' 100 0•-9' 8'-4' L1--MAX.SPAN FOR WNL MOUNTING DNSTALLATIONS. 105 W-7' r-11' W-9' W-4' 105 W-7' r-11' AN FOR RDOR/CEILM MOUNTING 110 8•-4• 7•-7' a-7• 1 V-2' 110 a'-4- I V-7• SEPARATION TO GLASS SCHEDULE 'WAD'ARO 115 8'-2' 7'-3'. 8'-4' 8'-11' 115 W-2' rte' FOM WJaNUM ALLOWABLE SPAN IS EQUAL TO THE 120 8'-0' W-11' 8'-2' W-9' 120 a•-o' W-11• 141,113RIM BETWEEN W.12+'.1r'AND'13-' 125 7'-IO' s•-a' a'-o• a'-s• 125 r-10' a'-a• WIND ZONE MINIMUM (4)GO TO ANCHOR SCHEDULE WITH DHAL MAXIMUM 130 71-81 W-W 7•-1D• W-1' 130 r-8• W-51 ASTM E-1996 SEPAMMON ALLOWABLE SPAN AND NEGATIVE ASD.DESIGN 135 7•-7' 8'-2• 7'-9' r-9' 135 r-7' I'-2• TO GLASS PRESSURE RATING TO DEIERUNE MN MUM ANCHOR 140 r-5' W-11' 7'-7' 7•-8' 140 r-- 5-11' SPACING, 145 7--r W-9' 7'-5' r-3' 145 r-r s•-9- 1 THRU 3 150 T-2' V-7- 7-4' 7'-0• 150 r-rr V-7' 1" 155 7•-0' s•-5• T-2• e•-9' 155 r-0• W-s' 160 W-11' W-2 7'-1' 6'-7' 160 6'-11' S'-r 165 W-10• V-11 7'-0• 6•-4' 165 8'-70' W-1• 170 1 r-9• V-1Y 6•-11' 6•-2 170 6'-9' 4-11' 175 6'-71 4'-0' a'-9• 8'-0• 175 6'-7' V-9' 180 A6p__rV-5" 6'-8' 5'-10• 180 6'-8• 4'-W 185 e'-7• 5'-8• 185 C-S' V-6- 195 • 8'-5' S'-6• 190 6•-4' 4'-5• O HV BLADE 195 s'-5' S'-5' 195 e'-3' 4-3'200 8'-4' Y-3' 2O0 6-2' 4-2'205 6-3• s-t' 1 zOS 1s-t• 4�1' FLORIDA BUILDING CODE Mon Nth Velocity Nuffkone Zone ````ot%o,A.T�((/��i�r' ®2015 EASTERN METAL SUPPLY,INC. '�,cENs'''•:�'p= BEWMA HVTM z IL E C O INe. AT.S■S■A■ Accordion Shutter System Amertean Shutter Systema V.6tADE 1 W ORW 0 NA.EM BINE&ItV.BUSS TMUT TESTING R ENGINEERING COMPANY ll DESMR DAN BY1 UL STAT OF '�` 4m3 KX Ste,,SL,u.3M VMNA OARWM FUXOM 331 Association. Inc. 1 OLD 11-1N ay13/15 WU w 13/15 FTan:(sos)a/1-1AT0.rm:(3115)671-1531 4288 Westroeds Drive : 4c \``1:* a—X19 West Palm Beach, FL 33407 s DRAWING No r06�O L'c'%"A` WLtER A TIUT Jr.P.E 4 15-084 P.E. S&?' ;60W RE/DATE FLORA L"'111 44147 3 SHEET 6 1 28 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEN:MOUNVINGS E a&H CL SHEENS 0&.7) 1.ANCHORS TO SII95TRATE SMALL BE AS FOLLOWS. POURED11,111TIDWOO, aDLx POURED CONCRF3E (A) TO EXISTING POURED CONCRETE(W\fo+3 Too E@WALL SILL MOUNTING ©CEUNG MOUNTING OH FLOOR MOUNTING -1/40 TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY ANCHORS.AS MHAFAcnwm BY I.T.W.BURDELL (un ire J TEDD wmmSPAN -1/4'A x 3/4'ALL POINTS SOLID-SET ANCHOR%AS DISTRIBUTED 9Y ALL POINTS SCRW.BUT!SPECLITY COMPAW.(KIT fe-3 Hol) PA ASA DESHCtR NELA7NE Lo11D ASA N NNE HH CANNEL IDAD -1/4't 9llFE TM CQNCREIE ANCFOILS W/CAP AS►MANUFACIIIRFD eY FIORCA FASIFNE1tS ORECf NG(M[n.fe 2 Iml) 30140160175 90 120 160 30 40150 75 90 120 160 205 40 76 00 128 160 203 TAPCON OR -1/4�TAPPER+ANCHORS AS MANUFACTURED BY POAVIs FASTENER&NG.AND D6TR91RED BY/ILL POINTS Satfl11.BOLT&SPECIALTY t 12 10 9 8 6 1 1211019 8 0 a t to 9 e e a e T NRL COyPANY OR ANY OTHER APPROVED LICENSED OR ALMORMED VENDOR Rf WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAWK NG 3'-0' 14 12 10 0 8 6 6 0 14 12 10 9 a 0 e 6 14 12 10 B 0 e 6 8 AL PpHrs SOLD-SET (MUn.fo-3 kW) OR LEM14 12 10 8 6 S. 14 12 1 9 a e 6 14 12 10 o e s 6 B BILE TAP W GP NOTES: 14 12 10 -,q--!-a a 6 7 14 12 10 9 a e _L._L 14 12 10 9 6 B 5 8 A1)WARN EMBEDMENT INTO PWRED CONCRETE OF TAPCOH OR TAPCON WITH ADVANCED THREADFORII TECHNOLOILY ANCHORS AND TAPPET+ 14 /2 1% 9 e 7 53 35 14 12 10 9 a a 0 5 14 12 10 9 0 8 .a a TAPPED+ MOMS IS 1 3/4;AND FOR OWE TAP W/CAP ANCHORS S 1 1/2'. 4'-0' 14 /2 10 9 a 8 6 6 14 12 10 9 0 D 8 8 14 12 10 9 5 B 6 aS 14 12 10 0 8 0 0 4 14 12 10 9 8 a 0 43 14 12 10 9 8 8 4 33 A2)MINIMUM EMBEDMF2tr OF 1/4'4 f 3/4'ALL POINTS SOLD-SEF ANCHORS SHALL 9E 7/B'INTO THE POURED CONCRETE ND DEEEOW7T T4 12 10 9 e e e 4.5 14 12 10 9 e e a as 14 12 10 9 e e 6 4A INTO STuoco SHALL 9E PERMITTED.1/4'e-2O S.S.MACHNE SCROF USED SMALL BE 1 1/2'LaHO lTwuulL SHOULD SluccO E1OS4 AND 14 12 10 9 7A 83 3A - 1♦ 12 10 B a e 6 3 14 12 10 e e 7 3.5 4 •� ug t'MINIMUM FOR WALLS WITH NO STUOOD. 14 12 10 9 e s 6 6 14112 10 9 a e e 35 a 12 1D 9 e e 0 4A MAW Qq ON'HSW 25 14 12 10 0 8 7. 4 - It t2 f0 0 0 63 B 3.0 14 12 10 8 0 B 6 3 AL3)N GSE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENOM BE FOUND ON THE DeSTING WNL OR nCDR 14 72 1D 9 8 73 4.5 - 14 12 10 9 8 5 '6 4A 14 12 10 9 8 6 4A 73 ANGORS SMALL BE LONG ENOUGH 10 REACH THE WIN STRUCTL?RE BEHIND SAID WALL FINISHES ANCHORAGE:SMALL BE AS INDICATED W t4 t2 93 73 4A - -114112110 0 0 7A BB 4 14 1 10 9 e 0 43 JA NOTES AL1)k AL2)AME.FOR INSIA LAIIONS ON VIM SIDING OR EIM WITH OR W II OUF METAL MUMS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 0 8 8 0 - 14 12 10 9 6 3 0 8 14 12 10 9 a 0.6 6 JA D6TAW1 NTD DRS WITH METAL STUDS SEE SHEET NBA 14 12 10 9 7.5 SO 3 - 14 12 10 BA 7 aA 4 3 14 12 0 0.6 63 4 3 - 14 12 W a s e - - 14 12 10 9 a eA B 73 14 12 10 BS e 5 4 - (8) M EXISTING CONCRETE ROM(ASTM C-90) DA t4 12 0 0.a 5.5 3 - - tt 12 f0 9 a 6A 4.3 3.5114 12 10 8 7 B J8 3 -1/4'�TAPWN OR TiAPCON WITH ADVANCED 1HRFADFORM TECHNOLOGY ANO OM AS M NUFACUITIM BY I.T.W.BUILLIDC 14 12 f0 9 8 e - - 1• 12 10 0 e 7 S 4 14 12 f0 9 73 BA 4 3 -1/41 x 3/4'ALL POINTS SOLID-SET ANCHORS„AS DISTRIBUTED BY ALL POINTS SURETY,BOLT h SPECIALTY COMPANY. 1/4 0 BLUE TAP CONCRETE ANCHORS W/CAP AS]MANUFACTURED BY FLOPoW FASTENERS DBE1Cr.ING I4 12 10 0 &5 4 - - 14 12 0 7.5 6 4A 35 - t4 03 7 068 4$ J3 - - - /. 6A 7 4' - - 14 12 10 9 73 8A 4 - 14 12 9 7 73 4.5 - - -1/4 f TAPPBt+AM.HORS AS MAJANACRIRED BY POWE745 FASIEHERS,SNC.AND 0151RDUTFD BY ALL PONIS SCREW.BOLT h SPECIALTY 14 fI 7 35 43 - - 14 12 10 0 73 S3 ,' - t4 12 OOHPANY OR ANY O7FELt APPROVED LICENSEDOR AUTOIEEZE/D VENDOR REGISTERED WITH THE AME MAN SHUTTER SYSTEMS ASSOCIATION,M 8'-0' 14 12 10 9 8 6A - - 14 12 1D D a 0 4 - 14 12 10 8 65 5 33 _ NOTES: 14 12 aA 7 35 3 - - 14 12 8 0.6 63 4 3 2.5 B3 a 6 4 3 - ELI)MINIMUM ELBwuEM BIO CONCRETE BLOCK OF TAPCGK OILS TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AHD TAPCON 14 12 9A 73 6 - 14112 9A 6 6A B - - 14 12 8 6 65 4 - - WITH ADVANCED IDWADFORM TECHNOLOGY ANCHORS S 1'. 13 9A W B 3A - - 14112 10 a 6A a - - 14 12 a 63 6 4 - 9.-0. 14 12 f0 B a - - - 14 12 10 9 7.5 4.3 - - 14 12 85 7 BA 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL PdM3 SOLD-SET ANCHORS STALL BE ENOMY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 13 73 6 - 14 1117 65 3 IT - - 11 0 55 4.S 3.8 - - - EMBEDMENT NW STUCCO SEOUL BE PARNUTTED.1/4'8-20 S.S.MACRE SCROV USED SHALL BE 1 1/2'LONG 1/d6NM SHOULD STUCCO 14 12 8 &S 45 - - 14 12 8A 7 5514 - 14 DA 7 3A 5 4.5 - - EXIST.A40 t'M9IDNM FOR WALLS WITH NO STUCCO. 13 85 3.3 4 - - - - 14 12 9 7 014"S - - 14 11 7 SS 4A J3 10'-0' 14 12 10 9 73 - - - 14 12 1018 05 3 - - 14 f2 8 6 S 4 - - B.3)IN CASE TEAT PRECAST STOW PRECAST CONCRETE PANES•PAYERS OR ANY VENEER BE FOUND OR THE DUSTING IOW.OR F1DOR 14 0A 7 S 33 - - 13 95 ei 3 4 3 - - 10 73 3 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACL THE MAN STRUCTURE BEHIND SAD WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON 14 77 7.6 a3 - - - - 14 IIA 9 8 5 4 - - B 0 3 4 4 - - NOTES 8.1 h 82)ABOVE roR ISTALLATONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL SILOS^CONSULT THIS ENONEEt. 03 a 6 - - 14 12 8 6A BA 4 - - 13 10 0.8 B 4 3 - TTG INST KID DFS WITH METAL MUDS SEE SHEET'28A 4 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 IIA 7 SA 43 3A 11'-0 OL 5 - - 12 9 e 43 4 3 - - 9 7 3.513 - .(C) ANCHORS SEOUL BE INSTALLED FOLLIWIIG ALL OF THE REWMME IMATIONS AND SPECIFICATIONS OF TLE ANCHORS MNNUIFACLUTEN. 14 t0 7 - - - - - 14 IDA 7 LS 4A - - - 13 4A 73 - - - (p SEE SCHEDULE SEISM FOR FDO D ED. STS SPACING REEL FOR ANCHORS 95 7 4.5 - - - - - 14 1A 7A E 6 - - - I2 a 4.54 - - - 14 12 10 - - - - - 14 12 a da SS - - - 13 10 63 5 4 - - - EDGE INSTANCE VERSUS SPACING SCHEDULE FOR AH9HORS• 12'-0' 13 &514A - - - - - 11 8 35 4 Jb - - - a 6 4 3 - - - - MA10L1LT ANCHOR SPACW7GS ARE VALID FOR EDGE DISDINCS INDICATES BELOW.FOR E D.LESS THAN INE NGMATED.MUCE ANGOR SPAINNO 13 OS 8A 5 4 - - - 03 0 S 4 - - - - BY WL7pLYN0 SPAONl:SOWN ON SCHEDULE BY THE FOl1DWIG FACTORS, 14.1013 7 114.5 - - 11 OS S.3 4A 3S - REDUCED SPACINO OBTAINED USING FAC'T'OR SHALL HOC DE LASS THAN MINIMUM SPACING INDICATES FOR EPOH ANCHOR TYPE 14 12 - - - - - - 14 113 73 8 0 - - - 12 D a 4A 4 - _ FA0 UM 13'-0' a - - - - - to 7s 6 4 3 - _ 73 4 a ^ - - - N ACTUAL TAPCON WTHF AOM1O1NCfD µL pqM SOLD SET BLUE TAP W/CAP SNIFFER+ 12 9 6 43 4 - - - 9A 7 3 4 - - - - THRFADF'ORM TECFWOI.OGY IBI.SPACING e e - - - - - - fa 93 as s - - - - 93 73 5 4 - - - - B 0 14 12 - - - - - - 14 163 7 063 _ - t] aA 53 4 - - _ E.D. LIN.SPACING 3' MIL SPACING a 3' MN.SPACING 1/2' LIN.SPACING.Zr 3 3/4' 4' TO-17.51- - - - - - 9 7 43 38 - 7 3 3A 3 11 a 063 4A - 0 4.5 - CONCRETE.-S �M N.EDL-3Ijjjr MONME-2 TIT COICREIE BE a Ift �ICKDRUE 8 MK EIX.3 1jY�1E2B tt 1 9 6 - - - - - 9.5 7 43 - - - - - 3' 1A 0.9D 1.0 0.78 1.0 0.64 1.0 15•-0' " - - - - - - 10 eA - - - - - 03 s J4 - 9A - - - - BLADE WORKING 2 1/z' - o9t 1.0 - - 0.e7 to IN UNISON♦ - - z• - 0671 - - ost9 8A - - - - 1 3/060.43 - -0. 14 - - - - - - - 2A u e - - - - - 7 - - - - 1 1 r o 330.35• - - - - - e 4,a- _ 9 7 e _ _ _ _ _ e a - - - - FLORIDA BUILDING CODE N. High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. �:•..........., ,,,, BERTHA HV- Accordion Shutter SystemIL EOA S S A■ • American Shutter Systems V.B1ADE 1 N OR w/0 TLV.NIITI]OhM RAGE h H.V.BlAOE Sy DISCR rm DATE DRAVI N M, M.L. ill T3LIT TESTING R ENGINEERING COMPANY Aeaoclattan. Inc. 1 DAD n-D4 a/n/13 DATE 04/13/15 •o STATE OF ;� Haas HMW.3.x.3L,St.1530 v.rex eA305)5RDEM F1 133RCA aT1 4268 Westroads Drive : Phan:(aos)a7t-taw.Fm::(aa11a71-tall DRAWING No ��O,Y.. �A0D� 18 West Palm Beach, FL 33407 s 0��:,SS�ONA►.��p� WALTER A TIWT Jr.PE 4 15-084 P.E. S�IVr�B>tAtt6►YURE/DATE ROMA LIG/441e7 6 SHEET 28 MAXIMUM AwHoEt+ SPACIN� an.) SCHF.DULE FOR 4 Q N MAX. SHUTTER SPAN, NEG&TIVE A.S,p, DESIGN PRESSURE RAJING-AND A CORRESMWNG MOUNTING-]XEE (SEE MOUNTINGS ON SHEETS 18 & 19) !E� U B -cE�;TRF:=- SOUTHERN PINE Na. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX DOUGLAS FIR W/ MIN. G=0.�O W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL"MOUNTINGS (ft) M. N. 0 & R FLOOR MOUNTINGS M. N. 0 ,& R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS P & Q w & x w & x wa6x NBAM DataI LM W MIX MEGA K DOM LW W k&IX MECAM DOW taw W kSM ttEWF&DMW Low WNW MM I" "WAM DISM tnw D:tlaRA K oma+LMO 30 40 60 75 90 105 30 40 60175 190 1105 30 40 60 75 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 7190 105 30 40 60 75 90 105 '-0'OR 12 10 10 9 8 8 6 6 6 6 6 5 12 10 1019 8 8 8 6 8 6 5 4 12 1011019 8 8 6 6 6 4,5 4 3 6 5 4 4 4 3 4'-O" 12 10 10 9 8 6 6 6 6 5 4.5 4 12 10 1O 9 8 8 6 6 .5 4.5 .5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 5 6 5 4 4 4 3 5!-0- 12 10 10 9 8 8 6 6 5 4 .5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 5 12 10 10 9 8 7 6 5.5 .5 3 2 2 8 5 4 4 4 3 gt0" 12 10 10 9 $ 65 8 6 4.5 35 3 .5 12 i0 10 9 8 5 6 5.5 3.5 3 .5 2 12 1O 10 9 6 3 6 5 3 2 2 - 6 5 4 4 .5 - 7•-0• 12 10 10 9 6.5 4 6 .5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - B'- ' 12 t0 10 7.5 4.5 3 8 5 3 .5 2 2 12 10 10 5.5 3 - 55 4 25 2 2 - 12 i0 i0 4 - - 4.5 3 2 ^ - - 6 5 4 - - g'-p' 12 0 10 5 3.5 - 6 .5 3 2 2 - 12 10 8.5 4 - 5 .5 2.5 2 ^ 12 10 4 - - 4 3 2 - 6 5 3.5 - - 10'-0' 12 1017.514 - 151+ 2.5 2 - - 12 10 5.5 3 ^ - 4.5 3 2 - - - 12 10 3 - - 3,5 2.5 - - - 6 5 - - - 11'-0' i2 S0 5.5 - - 5 .5 2 - - - 12 10 4 - - 4 3 2 - - 12 10 - - - 3 5 - - 8 5 - - - - 12'-0' 12 10 4.5 - 14.513 2 - - - 12 10 3 - - 3.525 - - - 12 10 - - - - 3 2 - - - 6 5 - - - - t3'-0' 12 10 - - 4 3 - - 12 10 - - - - 3.5 5 - - - 12 7 - - - - 2 2 - - 6 4 - - - - 14'-0' 12 10 - 4 3 ^ - - - t2 7 - - - 3 2 - - i2 5 - - - - 2.5,2 - - 6 3' - - - - 15'-0' 12 - - 35 - - - - 12 - - - - 3 - - 1.5 - - - - - 121- 12 2 - - - - - - 18'-0' 2 - - 4-NOTES ON ANOHQI;�REOLRREtdENTS' WOOD SUBSTRATES. 1.ANO OM To ML nWR OR SOLD WOOD SUM SWL BE AS FMDRS. -1/41#TAPCOM OR UPCOR MM AMANCID TMMADIF M 1tCNEIO M AtICKM AS YAHOFACIUM Sf 1 AS"W AM jm&M LHV BLADE OR 1 HV BLADE W J LW.Wim WTt"M PFHE1RA11OR AM AT I"SICTIM M St M 19&19. °"�M' I "° 2 BMW. A iN UNISON'S 2.MMM'M HOUDW CfAIKG SWUL BE AS PEA tWIe/IM1G TYPE U.SHEET 19 AND S1iNt COMM W HW WINDOW BLADE WORKING LAD SCRONS AS PEN RD-%21112 SPO)MAMD" 3.SUBSIPATE 901i OARS?OF ttoe R UOABif.. _ �sfe t>`y(Attors OF USE OF -SOumm PW No.I W/a-am#LOS) BLADE 1&ON MW 29 -OWMAS FIR W/0.0.60#LDS) -SPRUCE PINE ist WRRI W/CONI(RD.S.) -SPFWM PIKE FIR SOUtEI W/0-0.38(NAS) -ECL t/2'COX PUP WD(ION APR) 4,ANCHORS SR4L BE WWW POUDVRIO ALL OF R@ REC0E1101MIDIS ANO SPEWICAl1OM OF IM A"MOR's LiMItf7DMWL FLORIDA BUILDING CODE High Velocity Hurricane Ione #2Dt3 EASIM MEM SUPPLY.INC #•��gtR•Tl�jlii�•►.,,, t�1al�..o INC. ■ # BERTHA HV-m A S■A# ccordion Shutter System J� x 111.1E C N.V.0 WE t W OR rf 0 Ill YdP>DOr1 BUBE At ILV.BUDS TILLT(TESTING dt ENGINEERING COMPANY AmeHCcn Shutter Systema t pax Mw aft ILL TE OF r,es Kw.sea6 a.s.303•VWQM WROM nDRM J31 268 Westroud tnc. t ota tt-tt► a/ts/te 0 os/ta is •� �w vtw w:(30 -100.pay,(3ftWI-1531 4268 Westroads Drive � DRAWING Na �`�i .mom tit ooaaOL9un West Palm Beach. FL 33407 3 •.. OR G�`�``` U Oowlo 15-084 .�.p...ti�a5,'� WkTIR A.WW 3(P.E P.E. t#4�RE/DATE PtDRIM tta 4 sates s 16 FIG ENp INSTALLATIONS NY & (1-4 NV♦ BLADES INTO. 22"X4" MIN. WOOD STUDS tji t�M 2sN0•s�Rlµ'd aaw&,%MD=Se MUDS wow I W MYPLICM0 \ / ux+aw O 111� I % FOISH FINERx/UK t/r tMNFMP onmas buss ,r PttiL>runa,�,o a Iter tX�nro ss -a==awe 17 j \\ oasturo CIA= ,/r tax LE S 9aatm!R/DOauF,'9EAmssm[s9t£EEf � rdrMt•aX- Iftcnz /1 m a"u M ,/_ tNcmt AtAlsi> ON� PLYIPOM , SHU 25 oe t U�9LX 121/1a1x � ` aB /2a AMM(DSHU&O PLYWOOD. t � aow0aalm PUT6tatAlE , F14" 8i1 AT ® a oie t a i1 t9 sus �- • , 4 ,u,e, xu,u t••e OR®+ 5 4SEE tXYM tHt r aa.=a o-at ra arQQ 1 1 QR W X t os®. . 10 M sort ((��-E�-®•® a E�- SEE OEL9L X FOR g• • 5DE CON1LCaON -t�i0'7 e '®• m IRX.7LR -(;.Qe•p�.w s0-®4 " m ticks�(®O•••GQ®3--•QQd?t•-((t©�--•Q©Or1•••®©Q--- �OQ�,•O{t��D:--QQQ���••-QQO--�OO••d©®��- Q•@-®•�Q"O,• d - ..©•04 Q- O•3-0- ®•0•Q•Q-3•0 Q�©.••p(t��-.p4Q��-•C®p�•°•OQp�•••®Q� .- (j) END CONNECTION DEEM END CONNECTION DETAIL(2) END CONNECTION DETAIL© aosraa a arouaca oXLr rox s?AM MM RM tr-0• Ix Ti,PCCN OR S,PGON !ji{ur R OR 7JPCw /Z'Y76S 005"CAM I AWM O UPCON Milt HNM7CED 1NZF111F0 [___ _ Taax10ta4V Ri/BlxLE7I lucl8iatAf.Y IT Oelak]f T-_ 21x4 UK tPDOe M t t — x t t m nitum +to t//Y�-sus. i+a ♦ SEE UYRAiIONS OF USE OF U arm t9rE soros REo'0. rrto stws o,r ac. •a-snas o t2•as ate aG i/r taN. So[it ani 4 4 BLADE©llN SHEET 28 12,aR 8/CEN� 120 SCHEVAE ElQAM 14 XlZXA1 usa� 5a+as�st4t¢9 -_ OF X • 5 Q4f2 4 6 R�aR 4-Ca7 Q-+O-�•®' ,wi sum Fay! xx+-ura xooa +w, Q-U©-°O-6d•4 •' ��"�J ® ® VIEW Y ' o•Q-®•c�•�•® aQ-r�•�•c� 1tl�IAIL_X IND QONNECTION DETAIL © END CONNECTIQN DETAIL @ FLORIDA BUILDING CODE 06 Hl h Velocity Hurricane Ione 0 tote w mN uErAL suPPtY.INC. ���...:.... r,, ,...... � BERTHA HVm /TILT,, E—C O tic. A■ w�?■A■ Accordion Shutter System t Y BLADE 1 tY BR V 0 HY.TANOON BtABE tic HY.Si,WE �• �v :*= TILLIT TESfINtA Ac ENGINEERING COMPANY American Shutter Systems oLsanmw aL atww an L Assoclatlon, Inc. t DID tl-l" a/ts/is a+>e altNI" STATE dFspas AXMIN sa St.304 WOW skaooa.,tnaxK 33%61 P1w:(SW)871_1530.Pm,tsas)s71-1531 4288 Wastroads Drive 2 DRAWING No � Y—�•w-0 .--wit:ca.aoaoLo West Palm Beach. FL 33407 s o ..Roato: �.. 15-084 S...p.�.p...�ryC7�.� Tmti tut 11 s SNE£f P.E. S�,TtcGt6KAtt@h2Ej4ATE a 20 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV♦ BLADES (AS APPLICABLEI MAX. SHUTTER SPAN L+ OR L— FOR INST 141 _I= WOOD WITH HV BLADE t�ONLY SHALL BE LIMITED TO 1 ( PRESSURE S y� 14 T��ED iHRFAOFORM 7ECHN0U)GY1/4'0 TAPCON OR w 1 1 2'WTI PENETILL110N 1, TN�FCaN WITH ADVANCED EXISTING WOOD HFJDMO T te) y w w itoN ! 1 EXISTING WOOD HFADEIL ! w awls(� OR� (SEE SCHEDULE ON SHEET 1e) 1--MUM Mw 1 1'1z. t/4•o-2owT/4•ss u�ctn+EscR�vs ExsnNc 1 a+ w/t/�-2o rxns O 12'O.c. DOSS-i aAOs f `4 '' ! I i 1 aR 1® i WALL lis 1 FIN •. WALL $it w I I+i :y en DwNG MIN. FINISH Via': 9M11 rxe WOOD 11FJVDEf1 REQUIRED _ _MIN q Mr.TAPOON OR UK SFPARiIUM I I HEADER REQUIRED - TAAPCDN WITH ADVANCED -aarf&D. SEPARATIONMIN. BADFSS'1 h QQQ�AJHJR111 . t 4"CONT.SILL 12 FOR pISryq GLASS RECID. ti w/fitYAAO N YOOPLATE�y _�� (SEE SC14DULE ON SNEER 18 HEADMZE OHV WALL HEADER INUALLA710H OO stpaRAtbN ! MN.WL SEPARATION GLASS sEPARATIORf 1 , '- SEE SCHEDULE EEE12) x4'fl�A � w SoaMULE ON G t pp m--(SNE IMSCHEDULE2) t p tstING�� ON SHEET 12) ' RED,D. ON SHEET 12) 1 ! x t t/4'f-20x3/4'SS. SS FaAq"NE scRrws w/ � 1 Muswv7iclF�SCREM6 I I Rif I I " iz4ac�Humo I I O 1z•aG NUTS _ 2':4•CONT­/l ,v R R t® WOOD.POE 1 t•tan _ REG0. 1'Yh - r f 4'0 TVM ADVANCED .� 1/4'0 TUIPCON OR i.` THEADFORH TECHNOLOGY ,;, Y T��WITH ED =19M 2•Wn.PEET{N ,y TIRRFMFORM TECHNOLOGY 1-SFE SHEET 4 PoR tYP11Y�L 2 'G atn TINFAWORY TECHNOLOGY AREA DRO >> W T 2'M•n.PENETRATION OF SRL PIwiE W/1 T Y 160.PFNE7RI1110N (SEE SCHEDULE ON 16)* MSTING MN.21.4'STUDS ED AREA Nw PLYW1'OOD. 2-MOUNTING SECTIONS CAN 13E OP 14RFA O (SEE SCHEDULE ON SHEET IB) COMBINED N ANY WAY TO RNISH MIDWURI OF WOOD PLATE 1/2'MN.COX KYWOOD o 16'D.C.MAX REQ'D. SWT ANY RiSTA1La10N. (SEE=MDUWE ON SHEET TB) PLYWOOD w BE ATTACHED Ta 1/2'MN.CD% WALL FINISH MIF 2kVEAT STUDS 0 ST S I MAx. '0. STUDS N ACCORDANCE WITH PLYWOOD REO'D. WITH SE IO BE 22 OF THE w 3.C. N SECTION 2322 OF THE Faa ®HV WALL SILL INSTALLATION . Y6111 SECTION 2522 OF 111E Fe.C: SEE LSWTA710N3 OF OF ®HV WALL SILL INSTALLATION BLADE IA ON SHEET FLORIDA BUILDING CODE Non R h Velocity Hurricane =one 0 2015 EASTERN METAL SUPPLY,INC. ce -- BERTHA HV- 1L E A■S.S■AL■ Accordion Shutter System V.RUDE t W OR V/0 N.V.W1N(IOW WAGE k N.V.wx Amotican Shutter Syefems DEstmrnw DAT[ DRAWN ah ILL TIWT TESTING 4 ENGINEERING COMPANY AaaoctattonE Inc. i OFD 117151 01/13/13 DArn 04/13/15— em H.W.36a s..$e.30a YRGM4 D/ROENS.nORM 331 a� bTATE BF=@F Rene:(308)871-1530.Fax:(.W)071-15314268 Westroads Drive 2 DRAWING NO 9p'• P .'tV� e-m0aam a:at... .0West Palm Beach, FL 33407 3 W-0000716 Mj-08 •'� 4 �.o �CORIO \���� WALTER A 7LUT.k.RE 4 P.EJ7j /DATE FLORIa1 ue./44107 aSHEET BOF 28 GENEMW MM SE FOR RER71JA (I JHV B11• (y�}� A G ® ® Y Y Y Y I. PNMUM RATIft i1 W.-Ito p.af. Z WK S"n1FR S{MH!06' 3.AMM 1OADNG'S:A D.a et H ON%CM 0.7.AS IVEIL AS NOLMMNGS 14 0.T,U h W ON SHEETS 1e a to RE INCIL D.or. AT EM��MaW of aPP06ND fE ED 4 �a sme of EYP.M DED • • ♦ a W tIV wnmtf E t�SINLL ONLY A M A UVMRU OF 5 CPIIdMS (SL MWLFS)FT2T PFA�jADE AT SPAMMS SHOUN ON MET 27. tWl 5 WNOOWS ♦ • -• ) 3CIFARANCE f716TOP OOR BOTTOM EDGE Of HV WlDM BIAMQ OF M&Al10WED AT HIV � (��11 SK41L BE Ir. WNDON BLADE® (C LW BLAZE 0=0 OW MV SORTERS AT INDS MAY BE W • • • • (D)W WNDOw BLAME 0 MU BE USED ALTERNATE TO A BOLA HV RUDE 1Q THROUGHOW SHU ERIS WORL (ES 9LAU.ALWAYS BE LKWAEED AW=W TO A SOLD MAT • s p • • ♦ 81110E 1 AT DIEWR SLE Of 7EE11. qa (E)POLYCARB—w HN w1DpP1®% BE NSTAIEED s0 TABS FACE CONNECTIONSEE END gQp2 ♦ TFL rINSTALL Of 7HE OCKED HO PDOMUN TO W7NDONFO' CW Y S DETAILSf ♦ p 34 • • ♦ • )G OttifAElID AND LOC®UaYNi A FN SE7TIN0 1001 P BY ASSA.. }r f 1T 1 1nY-P. R gad a SEE ANCHOR SMCNO SCEDBE M WMAT1046 NTD WOOD FRAME agQ BWDINa9 ON SHEET to As UMED Bf SPAN AND A"am=Lam(SEE P A NOTES t a 2 ABOVE). e3� 7 SEE ANCHOR SPACM PWREO iV •�^ CONCRETE!OR CONCRETE BOOK 9WLLOON SMS M.13 Rv74OAS IYTFD BY 1 III I U SPIN AND ASD DESCH LOAD(SEE NOTE 1 6 2 ABOVE. D a V*MM SEAWM a GLASS aWA& R ASM E-1a 87YS) WIND ZONE U98M SEPARATION H PTOP Q W w®a6 'V/ 70 GLASS UNUUM want 1 THRU 3EX57M CLASS 1' ELEVATION NFL SB RVM 70 GLASS fataAOEO 4 - a2W --...� AND ON SHEET 20 N S EOR BLABS®+k® -------------------� ----------�----- ------------ --- ---------- 5 �T �� \ 4 OR W/O ( NOTE 4 ABOVE) TYPICAL CITHV BLADE WORKING IN UNISON WITH BY WINDOW BLADE (a SHUTTER* ���--_- N.T.S. FLORIDA HULLOING CODE on High Valocily Hurricane =ane ``YYTYa H71((%AA'''. O 2015 EXTERN METAL SUPPLY,NC. . T '�. BERTHA HVA I�E O IN1.� A.S.S.A. Accordion Shutter System V.BADE 11 N OR W/O H.V. NW MAW&H.Y.BIAOE Ameri UT TEsnm &ENGINEERING COMPANY COFI Shaffer Systema TILmm WNW IM B„ n�Y STATE OF :}> °'°e Lw, s J0ft 5L•D''M%vTac1AA GARENA nGAOE au AssoClaffon. Inc. 1 CLD 11-1H w/13/15 a� 04 t3/1s Phs(3000t_taW.F..(M)371-1531 4268 WastmadB Drive 2 '9�,c'• FtOR10P �+4'�S •- wt,9000d � went Palm Becch, FL 33407 3 DRAWING No CO .......�` `��• 5-084 WW.IFAE A O>tU f71Jr.P.E.P.E. 4 P.E. Srl'A6 N `/DATE ELGnwE Lie./44fe7 a SHEET e 28 OF 28