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HomeMy WebLinkAboutProduct Approval Florida Building Code Online page 1 of 3 BMW SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff DCIS Site Map Links 'Search 2 �''� Product Approval dbpr g USER:Public User >Product or Agpli�ation cearch>Aoolication Liat>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 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 bfeeley@ eastern metal,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 12/31/2018 Validated By John Henry Kampmann Jr. d Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING_ 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC, DRAWING 17-106 CERTIFIQA]TON OF INDEPENDENCE(1,).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPQNDENCE.PQF 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 https://www.floridabuilding.org/Dr/Dr ant) dti.asnx?naram=wCrF.VXflurtTin-t7VVLTX3'r1,,T,n.c 110111AI0 1 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm_ protection 108 Limits of Use In"cation Instructions Approved for use in HVHZ:No FL389 lag II AMMERICAN SHUTTER$ySTEMS pRa IN Approved for use outside HVHZ:Yes 17-10$ BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D",Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT PD for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 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 pressure rating of+72,-72 and 84"f - sheet 5 for of D pressures. 89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1I AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 27-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PD-E Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile level"D". Max, Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389_9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWINQ 17-107 PRODUCT OF EVAL AI ON 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison,See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCQRDIQN SHUTTER Impact Resistant:Yes SY$T.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-106 PRODUCT EVALUATION RREPO RT.PDF Created by Independent Third Party:Yes Baric Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone-850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privy 5 at m nt::asesslhifity 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 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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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: https://www.floriddbuilding.org/pr/pr aT)n dtl.asnx2naram=wC'TFt7X()wrt)fl-,Tvvuu,)-.TT " /Q/-)Al Q ` GENERAL NOTES: I.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON NIRS PINODUCT EVALUATION OOCUMENF(P.EDJ WS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6U,EDITION)OF THE FLORIN BUILDING CODE.THIS ACCORDION SHIJT'TER SYSTEM SHALL NOT 8E PATAILED,AT HIGH YELOCitY HURRIHAS UN V DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE GIF CONTENTS Be INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL HOT EXCEED THE MAWLNM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CO OTTON,ULT@ATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN WIND LOADS AREA 1: HV BLADES 0)dt ig By MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/MAX.(&S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS REAL,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS VZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. BERTHA TLV.ACCORDION SHUTTER SYSTEM'S ADEQUACY EOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS:, TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL.WINDOW BLADE&WINDOW DETAIL -HV BL40E(j) 10214.01-03./0715.01-03,11004.01-05.11214.01-05.10317.02-06,/0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866E��{1j1NDOW BLADE Q AND E-1990 STANDARDS(MISSILE LEVEL D.WING ZONES 1,2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE, OWER` AD PLICARI E) -NV WINDOW BLADE Q 10505.01-08 AS PER ASTM E-1086 AND E-1996(MISSILE LEVEL D.WAND ZONES 1.2.3)BASIC PROTECTION ONLY AND f 0725.01-88 As PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADEAND HV WNDOW BLADE INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 Q Q ARE ENGINEERED TO tYOPoC N UHISDN WITH EACH OTHER UNDER THE CQNERAL LIMITATIONS AND tXONgTKXNS OF USE ON SHEET f9 INSTALLATION DETAILS G-M.CCNCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(Fry SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS SHALL BE 1144.75'AND/14x7.75'RESPECTIVELY.410-HT MINIMUM SERIES COMMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH.M&O WI YIELD STRENGTH AND 180 Rai TENSILE SRRENG71f.PINS SHALL BE COATED WITH BERM FIV DACR06HEL.D COATING SYSTEM AS MANUFACTURED BY APPROVED CEHTERMATE ALTERNATING DETAILS Try SHEET 9 CGAiDD APPLICATORS.REGISTERED WITH AA40WA N SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE Fry MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXIRU9ONS SHALL BE ALUMINUM ASSOCIATION AL1rX AND tEANPFA AS INDICATED ON SWEETS 2 AND 3.MINIARIN YIELD STRANGTH FOR 60&7-TB ALLOY 530.0 Lai AND 35.7 Tei FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO LW/FLORIDA LSTEEL 304 OR 316 AM SERIES OR CORROStOH RESISTANT COATED CARSON STEEL AS PER ON 50078 WITH EO Tai MIN.YIELD STRENGTH AND W Tai MIN.TENSILE SCHEDULE-CONCRETE&BLOCK SHEET 12 SHALL STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHACOMPLY Wf FSECTION BUILDING CODE SECT24.1.3J.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.SOUS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Tei 94NIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFWATIONS:HV BLADE Q;12.73.74,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 Try BEIDE O, &Q WORKING N UNISON: 12.13&15 NNSTALLAIOM DETAILS S-X,WOOD SHEET 17 B.INS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/8'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 1S'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANC.HORACE.CONTRACTOR TO SEAL/GAKRK AREA 3: W WINDOW RI ALD£ 6b ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET i9 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WANING NOTE;DURING PERIODS OF HURRICANE WARNINGS HOME HV OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4• NV WINDt]W BLASE n ONLY CEHTERMATES AND ENGAGE OR LOCK ALL AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLOROA BUILDING CODE.ONE LABEL SIAL BE INSTALLATION DETAILS, METAL SILO WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUADING CODE 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THOS DRAWING PLUS ANY BALDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE IS APPLIED TO. 13.(a)THIS RED.PREPARED HTY THIS U40MEER 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION 14CLUONG LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SMALL ONLY BE USED TO THE CONDITIONS DETALEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS )N THE STATE U FLORIDA (C)THIS P.E.D.POLL BE CONSIDERED(WAW IF ALTERED BY M Y MEANS. d)SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE SIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALT.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone OW17 TX.TECO,INC. 02017 EASTERN META.SUPPLY, INC. BERTHA VTM =1L C O�aH,�. ,A u S e S u,�,,� Accordion Shutter System HIV. RADE#1 W/OR W/O H.V.WNDDN RADE �UT TILLHT TESTING& ENGINEERING COMPANY American Shutter .Systems WX Ht oFSIXaPORR CATE DRAWN BY: ca • :°, ,� 0355 RW.35U,.SL.Ste.305,411104M GARDNHS,RORVA 331U Association, Inc. 1 OLD 15-085 07/27/17 DALE: 07/27/17 Phone:(305)871-1530.Fac:(303WI-u3, 4268 Westroods Drive z :�`LnS•••... \ Ltd a--,p t3atft o ,- West Palm Heath, FL 33407 s :S�HHEET WING LNo S�ONAL� TIN WALTER A TRLIT Jr.P.E. t 7 1 AJ7 P.E. S`EAt�StCsidAYURE/DATE n0 'Lk" `416' S I 0 F 20 ,Y.roil nro0.6roAac 01 VARIES ,. 78• 142 9.4!' 7 p• 4• r 4.999— -- • i. 01 L�'• 0 HY 9Dh j18D STARTER 3HY UNIVERSAL �LUATER QUALIFlEo fOR USE w/ OVERED UNDER US P / 5458179 QUALIFIED FOR USE{gWy./pHpV BLADE T, a}� DIJ�ECx IttOU W BLADE iW 6O A \MPER QDALIFIED FOR UrE W 6063-T6 ALLOY AND TEMPER +SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 _M BtA At TEMPER 6063-T6 ALLOY AND TEMPER �•5 .a4' • 085' �i 556' 67' 2 2 842 '? •�t. 192' vi 072- .................... �.J iiV AiJ. AiA�TfR 4.43s-{ 12 QUALIFIED Fos use- t RIF WA;K–AVER TRACK +.920- -- CEO QUALIFIED FOR USE W/ HV CIHV TRENC TRACK ss• .. 6 6063-T6 ALLOY AND TEMPER BLADE(1) QUAUFIEO FOR USE W/ HV RED F � W/ w 6063-T6 ALLOY A TEMPER BLADE @ ONLY. (� HV RAI GUARD E H AWES 1 6063-i5 ALLOY AND TEMPER QUAL1FiEDFOR OEUTE W/ HV 6063-T6 AELOY A D TEMPER VARIES 1.936' 6063-T6 ALLOY A D TEMPER a:. g 1.917' 'Q� '� ' 3 ..J003• OdT' t`�• o I - .49. 09J' .12 rt 670 �yI.a� i " •Q2__.. 3 .060t \' Ir 67f H I300" .._---__ 0 1.686') 670 i 7 1.5 -� "' I 70 11 HV CEILING HEADERBY 13 HD CEILING HEADERISILL — QDKUFIEO FOR USE W/ HV 81A0E 1,ONLY, QUALIFIED BLADE ONLY 6063-T6 AL LO AND T£MPE1 QUALIFIED FOR USE W/ HV BLADE rl) 14 HD WALL HEADER ILL SEE SECTIONS FOR VAMPSEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A e Ti 72 X Y i YE LRL t a1 2" • 2" 0.125' i• 1' .062' � � 2' s MAx.) 1/s' , 1 ja' 3' 3' j0.690' .tJ 2' S'MAX. 0.192' 0.192' r 16 SIDE ANGLES �2 CORNER DUSTS t'j ALUMINUM ANGLES (i3 r 2.5' 7'MAX. 0.190' 0.190' �G 0 ALIFIED FOR USE W/ HV I ALIFIED FOR USE W/ HV BLADE Cts QUALIFIED FOft,USE W/ HV BLADE T 6063-T6 ALLOY AND TEMPER BLADE i'ONLY. I 2' S'MAx.�0.139,;0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ypinu FLORIDA BUILDING CODE Non High Velocity Hurricane Zone yyd 102017 EASTERN-�ME2T�A�L SU�PppPLL�Y,.�INC. ✓ a2o�7 TxTErn.SFC. BERTHA HVTM . --. ASS A fl-117E CO IML: Accordion Shutter System ■ ■ ■ ■ H.Y.BLADE#T W/CR W/O KV.NTNOUW BLADE �f * TILLIF TESTING & EkOLNEERING COMPANY American Shutter Systema ay. otscRPRCN DATE oRmx4 er: e.c. 6355 N.N.361h.$L.sr..xis.VSCMA GAWO.s.n0iau 331 A6,SociCtticn, Inc. , OLD is-a89 127/1 aW. 07/27/17 Phi.:{057871-I530.rav: (305)671-153/ 4268 Weslroads Drive 2 ' i� a-mot talccoe�aa<am West Palm Beach. FL 33407 3 DRAWING No :` s• RIDS r aft,y4t Lb-0006719 , 17-107 ��Vr70••••••••VA ty,t wAL1ER A TRMr Jr.P.E. P.E:36A N`A '/DATE naROA Lt.1 44,67 5 SHEET 0 2 -"' 4.860• i7° 6Aa PrA dm ''''� F �« (2 T+P.y e&ErouCAW awin i 04) - s — � , * 1� � • , � � DAKED PNMID •QB .062• I wl• N. 3-_ _ �'}• MIOa. ,.1.32• .318 14 •py2 n_ ' t M5(awma (CHR";Una) aHV C a F PAW) Q IFIED FOR USE W/HV B (1 & ONLY 12)HV FLOATING CENTERMM4 6463-76 ALL TEMPE QUALIFIED FOR USE W/ HV GLADE 1 & 1 ONLY QUALIFIED 'OR tVSE W/ HV OUAUFIEO�OR USE HV 6063-T6 ALLOY AND TEMPER �2 j t3taDE 1 & QB ONLY. BLADE 1 NLY. QTfALIFIED FOR USE W/ HV BLADE T)ONLY 6063-T6 ALLOY AND TEMPER PLASTIC HEAD k IE• 10' trz 1.753* SCREW 41L .540'AFTER RAIET1t-IC x 3 4" BEFORE RIVETING RRIYNM oSERIES 9444 ALUM(2024-13 ALL"LARGE FWIGE INN 2750 _I� :.ISG # ,t .i SKEET MITSERT,NAT III 0620.AS MANUFACtUREO BY Avem PIAN '� FROM E11YA7KE4 �7F6BY MALE "T" - 4.566• j CREAKY WORK,NnPKIft.NEM JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE OUAUFIED FOR USE W/ HY BLADE T ONLY �• Fly FEMALE "T" LOCK CENTERMATE � HV "T" LOCK 6065^T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAWFlED FO US W HV QUALIFIED FOR USE W/HV BLAOECI ONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/M/BtAOEC:ONLY BL1DE-T ONLY. 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 3 II M TIAMfURN $, 065 GYLLiDER OR r .214 ,' .06_3 .062" .214'• i4 KEY CYLINDER H ` f � A545• i 0.875'Mn. `Q�'ggI Ni � f .125'lbs. U CENT R " N QUALIFIED FOR USE W/ HV BLADE i & A QUALIFIED FOR USE W/ HV BIAOE I & A 4 6083-T6 LLOY-A 111) CENTERMAT 6063-T6 ALLOY AND TEMPER �_�' ! ' _ vAAtEs.1r Mitt. QUALIFIED FOR USE W HV BLADE�& n tINSrALWAI]ON ACE0-20 /8.4»16 j 1.t 6d63-T6 A MPER THUMBTtiRN TWUNWRMS. *' 00OCYRLINNINEER A, _ EY Wn GYItNOER {G ROD� 1/4•D3rso DKE W/ HI BLA i:• 6 " ACETAL t ix — BY REGENT HARDWARE MOROSE LOCKS SOLVES 2333 HOOK BOLT LOCK. OY AND T R C:/ BS THUMEISP QUALIFIED FOR USE W/HV BLAOE•�& ,i~A FOR PROPER EIRE A MBED EN16- T QUALIFEDFORK, HV BLADEOI )('/BLADE Q FLORIDA BUILDING CODE Non -%' h Velocity Hurricane Zone +L (L +�Ar�A�+•T tL, o20T7 TRECo.N020117 lsRAs sLPPLvi�.A . N% �� � /:TT_L7rE7C O,Ke. \\ Accordion Shutter System 7 AmeAOon Shutter Ste. H,N.BLADE#1 W/OR W/o KK wmw BLADE TILUT TESTING & ENGINEERING COMPANY 1v. AESCRttR9N DATE DPAYIN 8Y: LC. +. STATEi Z 6333"" " St.a0J 303.`TRONA GAP0Q1S.ROPVA 331 Assootatton, Inc. 1 OLD 15-M 7/27 L DATE: 07/27/17 �— Penn*:(305WI-1sw.Ea:(3os)an-1331 4260 Westroads Drive 2 DRAWING No i�. nia *-mo�RI�719 West Palm Beoch, FL 33407 3 17-107 it'"n p r'k,LT` � 'y••••••��Cw�LLLL WALTER A.MUI Jr.P.E. ; P.E. SEALQ/sf$FdA fl�`/1DATE FlORaX te.j 44t6r S SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHE LE FOR HV Q HV (9 4 ,2' O LOUE B(M Q 41 I ro E r gb2s HV BLADE t • t E E TA .,875• ----- °°'_" �i Nv VANDOW BLADE .0625• #f€�'-'+'x •0625 0625- HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING x „T KN M£ o aPEN 0625 1875' Y 39 F N -1 (I-) ® HV SHORT RECESSED NYLON BUSHING I HV NYLON HAT WASHER QOR ® �� MT PORrxrN Rt.7 IRV WHEEL CARRIAGE AISI 302-303 SERIES I 4 4 i / P2.750` 0.870"x3/18" THICK NYLON WHEEL. / 1: 2 7/9•MIL tnr wf+OOW 0.188.0.AISI 302 SERIES S.S. RIVETS — , SEPARATION 0626 3.7500' HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR i 4 j e a CLEAR �1 'S A5 • 7500• ® HV 2 3/4'ACCORDION PIN W/ #8 HEAD 10*0w 447c + fUEAR POLYCARBONATE IMPACT RESISTANT HV WINI 1 ,r— - D+11 TYPICAL HV WINDOW BADE AND I I I lYJ POLYCARBONATE HV WINDOW DETAIL (DOR® or Gy;, NJ S. NOTE FOR 1 NEO,RRENENSS} ` OR ` *POLYCARBONATE IMPACT RESISTANT HV VAiN06W ! i BAYER MAXROLON 3103 POLYCARBONATE * I i 12•N2,.C E RESINS, UV-STABILIZED GRADE OR SABIC 10 BLADE Bo N INNOVATIVE PLASTIC LEXAN 103 RESIN NY PIN EGUIREMENTS AT EXTER(OR ALADIE KNUCKLE FOR I0 OR ® I (SEE NOTE "F'ON SHEET 19). (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR r I + POLYCARBONATE SOURCES FOR 4 I EXTERIOR HV 1� BLADE. TYPICAL SHUTTER ASSEMBLY � APRr.6,x RiWT �t`S PIN5!OR AT iti rltamtT[5 9ri77ExE rte. /rc+t 4040••8 (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT Exr lOR -- DE'S%NDC%LE. OGWti: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� ro.324' • s9rom M%M ASN 0702 00u 0Mr 0.043 9�' BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. 3E NOTE FOR REQUIREMENTS) ,I[Olatuu: Tvim 11M syrog 11 AMU CM 9.-w Pu 9500►u /� 77 F,E0C01 STR OTH N Y1110 ASN DM tt.500 P.A ,}.400 PLL (3) HV PIN @ OR Ig W/ 1/2" O.A. 1/16" THICK S.S. WASHER O ' i nmADL x043403 Am 0790 340.000 Pu 7+5.000 9..L SHALL BE USED FOR DIRECT MOUNT INSTAI LATION PER DETAIL X, s SHEET (�}t Tmac0lzm Am 0936 16 rr-ate n rr_•t» WHE � ,j`jra GBE�eBmn.as EL CARRIAGE GE DETAIL sum�r AM 02643 47.7 x 434 s:MAx T ---�- MEMBLY LAY " OF(10" ASN MS 431 CLASS C-1 CLASS AT SEr an" dN 01939 1010'F 960 Y ASTM a1rA ,oArr snwo 1 MRA YL, ASM 5" 9302 P.A 6640 P.A HY BLADE SOLID & (A HY WINDOW BLADE DETAILS '04"S1RWBUCK M"WJ94 Aw N6 Mel'.J. am P.F. N.T.S. 'lllN �.f +1' k T FLORMA BUILDING CODE Non High VelocityHurricane Zone ' ✓x 02017 77LtECO.AK. 1920,7 EASTERN NEPAL SUPPLY, INC. IL E C Q llNc. A■ 'k,S.A,IL Accordion Shutter System American Shunter Systema RV BLADE 01 W/OR W/0 H.M.WINDOW BLADE T TESTING & ENGINEERING COMPANY TILUMY.x 0911"1r9px DATE OPAW14 sv: La. �''•. a.'� `v3 SM K,..x40 st.u.,30%Vf4M W WM noew Jit AeSOc#attOn, Inc. , OLD is 685 27, DATE: 07/27/17 PAen.:(305)571-1530.Fax:(305)871-1531 4268 Westroads Drive 2 SSJ�S�*•'t r+�,rr11 A pie to0o5tr�71s— West Palm Beach, FL 33407 3 DRAVIING(No •rv11AL�,,,r WAL701 A 7iLUr Jr.P.E. 4 17-107 •O7 P.E. SEAL/SIGNATURE/DATE FiaROA U9.!"167 s SHEET 0 4 OF 20 �•®' "NOTES ON NV LOCKS AND CENTERMATES: a A s c o K N s 1 u • 01���01® i MAtLMATORY 1001400WN ii,QN£HV LOCK w 1p SWU BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR EI OW 2 OF SHUTTER SPAN OR SPANS UP TO 105',AND FOR TMST TIONS T ANY f ELEVATION.tiV LOCK_w MAY BE USED AS AN INSIDE OR OUTSIDE LOCH,ARACHEO TO�1 OR 4 CENTERIMiES W/(2j 1/4b-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SWILL BE AS INDICATED ON � 7YPIGIL SHUTTER EL[YATIQN. i iJ•tll« /� 2. '�Q(j[ T4A IF OESRiED,FOR BETTER PERFORMANCE OR FOR SEOIRRY PURPOSES,UP TO TWO HV ®w LOCtN-S .9 111"A BE USER AS ON NOTE(A(N INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES HALL AS LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPLCAL SHUTTER ELEVATION. i 3. (� ,�}�� • if t/ LOC LOCKING fWM ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 S gtlQC t.@ 0 �Y ALSOBE USED AT ENOWFLTACKING OSDiON(NON HURRICANE POSITION). RODS V OR AN ALTERNATIVE DEVICE j 4. ONE HY tOCK�g 9 BE USED AT CORNER CENTERMATES FOR ANY SPAN 11F Ii AND INSTALLA7fONS Ai ANY ELEVATION. NV L (2�ar HN.L BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TOP CORNER CENTIERMATE gl(2) 114 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&BOTTOM SHAD.BE USED.LO MID F LOCK SHALT.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOW.ES SHOWN ON SHEET 12. s s &IERNAIX ToEINE ALTERNATE HV LOCKMgMTORY MAY BE SE 1N LIEU ONLYOF TLFORV LOCK or FGR Am SPAN AND 1. IATIONS AT ANY ELEVATION.AL NATE LOCK�MAY BE USED AS AH N OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-204/4'S.S.THUMBSCREW TOOR CENTERMATES SHALL BE MME W/ if4'0-20x3/4'ALUM. i RNNUT AS SHOWN ON SECTION ME. SHEET B 'B. ONELOCH SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO C LOCKS AT 1/3 OF SHUTTER SPAN. B.NANDATORY COMMON#37 FLM KEYSTONE LlrHINIM RVALi►71M ONE NV LOCK 0 or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP iIII I ! TO Be.AND FOR INSTALLATIONS AT ANY EMATION.MV LOCK 0 or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Qt w 0 SYMMETRICAL CENTEMYES W/(2) 1/4'-20 x 1/2-LONG FLAT HEAD S.S. SEE END M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION.USE Or LOCKING RODS ®W/ CONHECTHIN ( i OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAAS ON D t E N I 1 x l M ! a t V x ` 1 SHEETS 10& ' 18 TYP.FULL 11 - ! ' *NOTES ON NV "T" ,LOCKS AND CENT RMATES- HEIGHT. 1 OF CORNER 1.MMM ALTEIMIE TO UMMM CONDITION it VAT ONLY MR Hy Ir LQ4 Am AND uAnxrzo xmx �'� CENTERMATE �ONE ALTERNATE W'T'LOCK MI1Y BEI•jtLEO IN UEU OF fN LOCKS OR FOR ANY SPAN AND ( aRI(.laQ•i�d$�oa 10•�3°+ , I TALIATIO AT ANY ELEVATION.ALT NATE LOCK Y BE USED AS AN INSIDE OR OU LOCH.ATTACHMENT OF LOCK{ RLCIUDES USING REINFORCING LOCK e.AS SHOWN ON SECTION WTD.SHEET 4,WHICH MUST BE 10. aQ•�3u 1�1•�r CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S.TTFIfADED BOLT W/718'0 x 3/32' WINGNUT OR W tf4'0-20x1'S.S.ALS.INTO A tj4'0x 5/8'RNNUT.LOCK MAY INSTALLED AT MIDSPAN OR 12' �`6 :a 6�•�1•i`�$oa MAXIMULi AND BELOW MiD5P1W.llSE OF 1W0 LOCKING RODS TOP AND DOTOM IS MANDATORY. Ci.�°'®• °"�•f�i"'Ct '® *NOTES QN HE LOCKS &,., {�. �`' wLOCKS OR OR OR WZ ONE ALTERNATE NO LOCK(U WI FOR AND INSTALLATIONS LEYATION.ALTERNATE NO L.J1 MA�YB�.E MAY USED I USED Of N UEU TYPICAL ,� HV BLADE SHUTTER ELEVATION AS AN RIDE OR CUT LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3 fB t 3/8"F.M.S. M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 4-AS SHOWN ON SECTIONS HDB-KVB AND HDC-WX.SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAH OR TY MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS=PLETELY OPTIONAL. on Nigh VeIGCity urricane one 02017 TILTECD.NIC. 02017(ASTERN METAL SUPPLY.INC. t 1 �jCENs�;,."�; BEIR ANWA �' A S A Accordion Shutter System /1wECO ,7\ E. Y It1r BLADE#1 Ili OR W/O KV.MINDWY RAM American Shutter Systems t "'D•' TILLIT TESTING & ENGINEERING COMPANY .R oREV [SCR DATE ORAAw W. >_c. �O'•.,c �� WW N.W.3a SL.SW.W5.URCM CWXN%LLORDA 331 Association, Inc. 1 OLD 15-005 27 1 DAG o7 27/17 . i Pham:(s1TI-1530.Fo.:(305)071-1531 4266 Westroads Drive } DRAWING Na `� ii* .- nl«6666.66 a West Palm Beach, FL 33407 s 6712 s/ANAL ENF:11L'L WALTER AOMLIT Jr.P.E. 4 17 r i 07 P.E. S&A; ;IiA1 RE/DATE nCROA Lt..1 44167 i SHE$ F 0 POURED CONCRETE r-CONCRETE ANCHORS OR CONCRETE BLOCK POURED POVREO CONCRETE-, (SEE SCHEDULE ON REQUIRED � 14'�-20x3 4 S.S. RCC sac \ �""� - REQUIRED SHEET 13) �„•r... CONCRETE ANCtIDAS i� NE SCREWS >^0^♦ CONCRETE ANCHORS 8 A FLY510NC(STC YOtMiwe{�IOH SHLLT 7)I. SHEE£T13;8tKE ON i NNUE9/OlfY O.C. (SEE SCHEDULE ON SNE ' IFN. 1/4'►-20x3/4•S.S. '•M"n. GT _ _ EQ EQ MACHINE SCREWS i ___ L V �' 1/2" __ USING 1/4'-20 NUTS 1/2. ___ 19r ED gklO 12'D.C. E.D.• 1/2• .250• �(-- ,'�' 5 • `-- 13 O e 0 V ` .250'Mos. L 0.4 ------ SO . r Mox'. tt tt-I E.0.; � £.! L i j OPTIONAL :t t; {�DPTIONAL .t t I'ttEMt DrCENO 1 OR (�♦ i « MN SEPARATION TO GLASS1 t �t0m 1 i NN.SEPAfUTgN i0 GLASS ) GLISS •(SEE SCHEDULE ON SItEEf 11) t f105TING F -(SEE SCHEDULE ON SHEET I7) L t GLASS @ BY WALL HEADER INSTALLATION `GAJ HV WALL HEADER INSTALLATION +� HV WALL HEADER. INSTALLATION + KEYSTONE EMS71NG ��'--�--.- MN.SEPARATION TO GLASS CLASS—t wt ♦ t i 1 F�[4TNG "(SEE SCHEDULE ON SHEET ti) V. 1— 1 QR i ' MN.SEPAMION TO CLASSGULSS`•'(SEE SCHEDULE ON SAFE? 11)IH➢LLE d vm ,t ra 0vtc>oJto"04 sEEi t6 RR �{tM} OPTIONAL, i i L1MSlLRULA EXISRNO ' f CLASS—+ _ E.0.4 _ Max. I im t OPTIOIUL i/4' ^�' p/,,yy) t E.U.• �"3 O L•_____ - 1/2 __-- (..��, EQ- R� ;L ..---•=>-{'_ t 4, __•._ t/4"0-20;3/4"S.S. R'ttmm'� EQ EO-� PHIL TRUSS HEM \ 1/4Y-20x3/4"S.S.PHILLIPS % I-"1] R18 I MACHINE SCREWS USING '.. CONCRETE ANCHORS —._TRUSS HEM MACHINE SCREWS CONCRETE S ) Y t/4•-24 NUTS O 12'O.C. % (SEE SCHEDULE ON W/1/4"-20 NUTS O 12'O.C. •• (SEE Sc E ON SHEET 13) MIM. POURED CONCRETERETE CK SHEET 13) POURED CONCH HORS OR ED ' OR REQUIRED (SEE SCCHHEME ON �bY WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED BY WALL SILL INSTALLATION NOIF FOR COMMMM OF SECIIDNINSTALLATION DETAILS WI 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D. a EDGE INSTANCE ♦SEE LI ATONS OF USE FOR �.T ASSEMBLY (SEE SP€CMCATLONS ON SHEET 13) 8tA0E ON SHEET 44 � Il HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED �-- N ANY WAY TO SUR ANY INSIALIATION. I1111 +"i Al I,'. Et A.Tfj;7- FLORIDA BUILDING CODE lion 8i'h Velocity liurricone Zone `i11�.;-a�f Ns• 4f�y; 02017 nTECo:wc. X2017 EASTERN METAL SUPPLY.INC. c •4 S A Accordion Shutter System T EC O INC. ■ ■ w ltx etanE#t w/OR w/o ttx v(RtaDoty N1tC£ TILUT TESTING& ENGINEERING COMPANY Almerlaan ShUHar syl+IeTTIa ,N oEeamlN DAtc L)lU.NM L;Y: LC. ••���x_,,tORi44,�. esss KW a.a..w Sos.mmu arP00+s 1£«m.alt Aaaootaftanx Inc. 1 OLD 1s oBs 7/r7/1 txTE: o7/z7/17 Phone:(J05)e'71-1530.Pox:(303)a71-1531 4268 WestrOQds Drive 2 DRAWING NO sIQIVAL���;'ttt`. f e`i000e7aLfMaicera West Palm Beach, FL 33407 6 17107 '''x�xbruArp•r WALIER A MLA Jr.P.E. P.E. SEALjSGNATURE/DATE FLORIDA Uc 441676 SHEET OF 20 POUREO CONCRETE ANCHORS Ufa WWAw �•---(SEE SCHEDULE ON SHEET 13 • To GAGS 1 OR �'l� i MN.SEPAWOW ) CONCRETE { } EXISNNC. , ) To ads I 50,0111 REQUIRED 0 ._.... ECCE OF "^1TaN4 mNi! CLASS--I r.arWurwa ~G� • •^- E. 0.4 APwcSLADNB E E%STINCLOF w R'1'oo l i^a�rAti a ` 8 DWE a E '1� �`'� Ex150NO{ i i l i % ER HENC0R 15WEWS o 12.O.C. , E OF NCONCRETE ANCHORS IF (SEE SCHEDULE ON ECT 1s) : E fQ 1 1 4 APPLICABLE EDGE 0SLAB IFE%I ASSi1f2 (Ir 1EIAPPLICABLE "E0iE . LABAPPUCMUE PDUREO �- POUREDA 3/67 Rte TE fTA17 FTFAD CONCRETE ANCHORS ROOM tj 0 p�1DjIC f REQUIRED alp (SEE SCHEDULE ON SHEET 14) jOR Q91E.D• {n5'E`E sSCHEEaaE ON WETONCRETE (@TRENCH (H NS7A�,LATION � !9 �j NV WALK—OVER INSTALLATION 0 ONLY FOR UP TO+70, -75 PW A.&D. t, J DESIGN PRESSURE RATING&FOR SPANS PER HY CEILING INSTALLATION SCHEDULE/),SHEET 11 EXIsrnC YxsrARAbOR " CONCRETE ANCHORS Al 1 (SEE SCHEDULE ON 1/4'0 T W/ aRUT 111E1EOIAE�'—'- O^ EXISTING_.: j EXISTING 4 as 1AFAWAW to Onss IXCtASS 4STIN ---_ MDM02Y at 1/1T'IOR(APDOi►CMS 1 4• CLASS : C1ASS --14�W ma p stn IIT --- WENDS TAPPOt+ANONDR'3 W/ � �x 1t1QULN�p.6 1 a/4'US.O6[Dltltr O S' OC NOR tip TO V W SPAN ATO 4'O.C.FOR SPANS(AFM TWN ! r•1 ; AMY—7 1 9DUARNT N'MNf i NE iI 8 - © MAX.ttAx : `. Aga OHP.)ROE N=t ONOR ..• /10+3/4' E. • SH EET 11 MR IJMM S$`4 ' ) ITEKtSSCRR ETYSDIMAX. }14+3/4" HEX HEAD : . , yo IY O /�TEK SCREW$O 9'O.C �T4+3f4'S.D.S. I3 • 1/1'1-20ra/4SSOR 1/4'H20 55.N.S. CONCRETE ANCHORS __ 6 • a _ __ 1/4• •1A9i0 1!4.6-TO HU75 Nf NUT 8 9'Q.C. SHEEN INEDULE ijN 1 " O 9"0.C ,if2 W+. o u O.0---"-• L"A. i i EDGE OF 17t jy_ T " I .1• 2.00.ONRt WALL MM O NOR(DWORAINE r SLAB TP 1 \` l\\ ��./14+'J/4'F.H.SO.S. YIN• �01111� f$' APt1UGBLE` iCONCRETE ANCHORS `SEE NOTE 13(b) '•- - "' x`0'9.O.C. —PW"COWRM E.O. SEE NOTE 1a(b) PCURED CONCRETE (SEE SCHEDULE ON ON$NETT 1POURED CONCRETE ON SHEET 1QUIRED ETE BLOCK SHEET t4} OR CONCRETE BLOCKKEYSTONREQUIRED (�K H WALL AOR INSTALIATtON w ilio CONCRETE Q Y FI• BY WALL WALK—OVER INSTALLATION REQtAREo QJ HV RAINGUARD INSTALLATION t NQIx* t THIS WWA&LAT"SHALL.BE SLOTS PDR COMRR AY)ON of SECTIONS.. ♦E.0.a EDGE DISTANCE REMOVABLE WHEN PERFORMED � SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT 0 SEE ATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ( OR ENTRANCE BIJtDEQN SHEET 19 ASSEMBLY _INSTALLATION DETAILS W/ O HY BLADE L40 NTING IN ANY WAY T SECTIONS CAN BE COMBINED 1 j'T n A. T '++iyp FLORIDA BUILDIbIG CODE Non Nigh Velocity 'Hurricane ZOnO Rt ANY WAY TO SUIT Ajtr INSTALLATION. 1 E� i 02017 OLTECO,INC. 72617 EASTERN METAL SUPPLY,INC, Ttt$ °• lIL. ET—CTO� � AI.C.EMT��1.A. Accordion Shutter System t I WIDE#1 W/OR W/o lav WNWH 6(ACE �S ',�t• TILLIT TESTING ENGINEERING COMPANY American Shutter Systema pmell aE QATE DTOW01 I1r 4,• ISM H.W.36%.SE.,SIR 305,%%%,M COROOIS•RoM4 331E Aasoctatton, Inc. 1 OLD IS-o&5 J v( DATE: OJ/2J/17 _ Pnane:(ws)s71-lsso.Fo.:(sos)eJ1_1s31 4268 Westroods Drive 2 S/ NAL a-moa:tlt*-9 .can West Poim Beach. FL 33407 3 DRAWING No 0 ' 17^107 ......+//trA•EI•, wAL1CR A.TILUT Jt.P.E. 4 P.E. SEAL/SIGNATURE/DATE rL°ROA L„•+441E7 5 SHEET 4 7 OF 20 SEE END WALL !LS is SEE NOTES ON LOCKtc Roosp.Na te"sQ arQ `f INSTALLATIONS W fHV **M°ALT0001 WLOCK 0 ON s»fV S. O�� 5 1 N EXISTING GLASSCl)y MADE SU49 OE'TA<W 15 VALID MR ALL BLADE W N E MATES LIKES APAMEATm wnH N"o SEE a�a1®+QoA® t0 •�°� QR , ENO WALL„CONNECTION I 10•Q�®•��Q+Qa< EXISTINO CLASS DEMLS ON SHEETS t0 la ' 1 o © � o c� 0 ,. 2'x2•.1/6'.LY-z I $ • 8 a 3 ox i 5 31/4• 61/2- {6o6i-T6 Attar)ALUM. OPPOSING ' SYMMETRYCAt AtIG1E a�27 1/4v TAPCON 1 1/2• "'�2• CE MAT S ANc TO CONCRETE ,-.# CE TER A MIN.SEPARATION (TOP/eoT�aAi (100+ S.M.S.o 12' i W! HV LOCK or ¢5i TO GLASS (+)tta:lj2'S.lAS 7o TUBEI B.C.flRL LENGNT. (SEE SCHE(XRE AT EACH ANGLE(TYP)t ' 1 • j * 35* { 1 rT� •1 ON SHfEr 11) 1 ------------ A A e 5* rfl 51 V0 Q � T u /� a®pO.oaO�TO •�� �-4%t H (JD) } a QU! @°` HVL TO•�al�.�u •�« "Ci!' HVA \J - NVB a,f'�a©, 7( a 8�aa10•�« r-POUREO CONCRETE OR © 'Cy' '• J (�EXISTING CUSS ®•O'©°ao•lJ r k.N'-�.---\ ----------- — .- 10•�w`-'•�� •v a +_ -..»__-- I RE CONCRETEf0 BLOCK iYKt ®�, .baa®.baa! SYMMETRICAL --- STING - ). 7 0-6 7 '��- r r- - EXIS71MC (' NRI. GLASS ARA710N i �EXISTIN ( CENTER ALOCTES r I <�•®oa t! •�oa�• a To CHEO ___ -_1 GLASS i * ! _ (SfE SGHfOUtE 1 - - - -- m (IMEIUOR) ®•�m+®'®p�+� ON SHEET 11) �•� @ ORO. LAIN.SEPARATION TO G= 1*,'� - (SEE SCHEWLE t 11Y OPTIONAL 0 i ,` -...-_ _ ».__ _—_—__._ !1 , I ON SHEET 11) { ©U --_ ' `-`CCMICREIE ! - ANCHORS - _ �" I . t - 1 16,O.C. S. 3 vA&ES L+� ` SO' t * oe ® a ( U 1 6 1/2 MAX.SLACK moi. OUT-] HIVE CCJl C� BVF** HVD tC�"lS) LrArArrr:rrrm,��� FLORIDA BUILDING CODE tion Ugh Velocity Hurricane Zone' 07017 TIUECO•PIC. 02017 USTERN METAL SUPPLY,INC. ��+t '• ' GNB•"�s=;� BERTHA WILL �Oi AS SAIL Accordion Shutter System TIL IT TESTING 8 ENGINEERING COMPANY American Shutter Systems R Lxsc DATE OWN Lm Lc •., ELa•'1`t 6355 H.W.aau 51.mP.ws,vamaA cA IoOa naroA alta Association, Inc. 1 OLD 15-Ed5 27 1 CATE: 07/27/17 ream:rsos)871-lsso.vax:(606)671-1531 4288 Wastraads Drive 2 DRAWING No \ 114 .-.w taaaaQod.aam West Palm Beach, FL 33407 3 • S�aNAL�N�1'' E6-OM719 + 17-107 xNA AIIr1`t4r WMIER A TitUT Jr.P.E. 6 E. SEALfS{GNATURE/DATE n°aeA Lx-!4u67 SHEET 0 20 -" - POURED CONCRETE POURED CONCRETE ppppppCURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETEOR CONCRETE -- .--- CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED , �EXISTING CLASS -EXISTINO CUSS = CONCRETE ANCHOR EXISTING CLASS /--EXISTING CLASS - - -7 1 2'MIN.- O 18"Q.C. .✓ j'' ' •�--2' MIN.- 1 _ TSO QLASS(SEEWIN.SEPARATION I � r-i' 1•--I - Ca EQ OCAS{SEI t SCHEDULE9 MswuF (4 aLAss am9EF i MIN.SWARASON W°LASS(SHE 5C11EOlAE ON STfEf 1/18'x3'MAX. ON 5T1TET 19 I1H�E SCIAE ON SLOT 11 FOR BIADEMAND (60113-T6)CONT. e1AADDHsma ut (LOCATE AT ON SIM 19 FOR ALUM.CLOSER / mET g M 1/2 L SH 19 FOR ERN R SIDE} Dim m&0 PLATE.((LOCATE 1/2•, 1 BVDES�A[ OF 5)) i AT ELRIER SIO£ MIN 1/2•MIN. °f I _ i USE 1"OR 2'MAX. /10x1/2•S.M.S,_,, _ 31000J2 S.M.S. t %R (W 1 — (AS APPL1CLIP x2'x/SxD-2'0 i6'Q.C. 1 �' d (6083-T8 ALLOY)AT MIDNEK2T� (1)/10.1/2•S,LLS.TOOT - U ' (2)1/4i TAPCONS ANCHORS TO WALL AT T'O.C, (LOCATE ATSSIDE co..ECTI R OR Ql�� EBNER SIDE OF OO}} Q(( W ! SEE DETAIL X FOR TO(RACKS SIDE CONNECTIONSEE DETNL X F TO TRACKS g .®w 1 ,®-®•� •®- SIDE CTO TR CKs .0- (D-0.0-202-0. w Q•(a•0-o•7 .0- o•o ©-©•o•c�- ®•a- ®•®- "•®-a�•0ao.o- ®.®w®•®a®•Q3aQ�'�9 gG•®-®•®-®•d�-Q�'�A END CONNECTION DETALL END CONNECTION DETAIL 1Q END CONNECTION DETAIL.Q 3 Q n_C7 OURED CONCRETE OR ��q-�� i ADWRED ONLY FOR SP TATER THAN 12'-O" EXISTING GLASSREQUICONCRED BLOCK WALL- GLASS 1 4 ti! i uua sFPARraXX+ TO GA••S(SEE .C. MN SEPARATION �.TH—_-..-�..-_- SCHEDULE CN%-T:ETTO CLASS(SEE _ (DOR®OR�OR 11 FOR SLADE{PAIA 1/2•MDE- --'-_- '_-- _ --------- ON STET 19 FOR 11 F BVOEm -' OR©OR�OR� CONCRETE NAOFS(fl8( ON SHEET 19 FOR __-___- ___ ANCHOR Q TRADES G) �(j0 te' 1/2 MIH. _ V'oc. �-,=- -_ � d__ 2-10, _' EO -�f• �OR@OR DOR 2'MM. 2'MW. ♦ SEE AEONS Of USE FOR J SLADEE ON SHEET 19 ( OR t CR 0011} 5 (fOR W — FLAN 1 OR ®' ^ �-1, � DETAIL X L POURED CONCRETE OR �w®•(JaQ'Rt.7•( - Vw®• 2~B-Ll•�aWe CONCRETE BLOCK WALL 10,•®°'®•�©'�- 10�'®•+�• �•®w LLATIO REQUIRED �.. y� ---©`O'4a0`�•�- O ND OBLADE ®•�-®•�c� ®- O -� -�•� CONCRETE O O CRETE BLOCK WALL. ED COHNECTIQN DETA{L Q p•0w8.101.0}sa(> ANEC ION DETAIL© FLORIDA BUILDING CODE tion High Velocity Hurricane tone 11 0201-1 TS.TECO,INC. 02017 EASTERN METAL SUPPLY,INC, BERTHA NV7M ' � Accordion Shutter System 1L ECO 1 N AM+ ",iAn KV.BADE T W/CR W/O KV., NDS BADE .01 yy�j� American Shutter Systems I-dz 'd TILUT TESTING & ENGINEERING COMPANY y ,R oFSCLOmH DATE 0ru�wx Irr L.c. O 441` e333 Mv.36a,6L.Sa,Sas,vRW"URCO ,Elam„331 Assoctotton. Inc. I OLD 15-085% 27 I cCtE: 07/27/17 �{�'4v ... Pnw=x:(aaLkn-1330.F..:(305)871-1531 426E Wesiro°ds Drrve 2 •�`Sx/!)14fA>L1~!1(a\EE(11 • m e`onDo•�071ot�am West Palm Eeoch, FL 33407 3 DRAWING No 17-107 •�`• •Ann••'".H.r WALTER A k.0 44 67 0 SHEET 20 A.E. SEAR./SIGNATURE/(}ATE FLORIDA Lk./44167 5 SCHEDULE N1 SCHEDULE J2 SCHEDULE 113 MAXIMUM SHUTTER SPAN*"L+'OR "L-- MAXIMUM SHUTTER SPAN'S 'L+' IMUM SHUTTER SPAN*-L+- (ft.). FOR INSTALLATIONS W/ VY OR 'L ft.) FOR _� INW �SE1T (TERMA r$,�} & or of(� ( R "l (it.} INSTALLATIONS INSTALLATIONS W/ W/ ONE H.V. LOCK ® or 0 or or GIS � W � CONCRETE WOOD (t)R+:MAXI4UM XLOWA$LE SPAN FOR A GIVEN HD LOCK(9 W/ NO LOCKING RODS or ONE HV LOCK or or® ' Wj ONE HV LOCKS POSITIVE AS.O. OESON PRESSURE RATING. CENTERMA.� 28 29 W/ ONE W/ NO LOCK. G RODS OR W/ NO LOCKING NAIL A 8, C, 0, E, M, N. 0, P. O L MAX.ALLOWABLE SPAN FOR A G1VEN NEGATIVE F�"i"LOCK 30 /iW0 LOQNG (SEE NOTES t,tt) ODS MOUNTING F. K & L R. S, &V. A.S.O.DESIGN PRESSURE RATING. (VAUD FOR MOUNTING Qal RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G, H ) 11 w2a)LLI>PROCEDURE TO DETERMINE NAxtuuu SPAN FOR CONCRETE&WOOD T. U. W& X (NOP/BOTTOM)OR FLOOR/CEILING: cDN w5TAElAnoNS MOUNTING CONCRETE & M Asp D's" Asia 1If31tl4 : ASO DES" INSTALLATIONS GLVEN A POSITIVE ASA. DESIGN PRESSURE RATING, Msss IRE WALL MOUNTING FLOOR COLING PFISSDRE WALL NOUNIINO PREMAM DETERMINE MAXIMUM SPAN'L+*FROM SCHEDULE. MTM MTM & Raw »AOR/CEUNC U0014w (✓x�J (lam•}X FLOOR/LLitHG NaumNO O {} {LOGIT A11 MOUNTNO GIVEN A NEGATIVE ASO.DESIGN PRESSURE RATING, ( ) ) '�"��'� DETERMINE MAXIMUM SPAN 1 FROM SCHEDULE. l+ ( L- L 4 {5 l- L 4 (6) L- O MAXIMUM SHUTTER SPAN •L+'OR 1-•nkL 30 OR LES 18'-O' t$'-0' IB-0" 16'-O" 30 i8'-0' 18'-O' 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 15'-2' I6•-o" 35 14'-I(r I4'-10' 35 IW-2' t6'-IO' 105 psf,A5.D.DESIGN PRESSURE RATING. }lftIIMUM DETERMINED SPAN BETWEEN'Lt'AND 1 40 13'-10" 13'-10' IV-2" ly-In 40 13'-10' 13'-10' 40 14'-2' 151-2' (J)PROCEDURE TO OEIERMIN£MAXIMUM SPAN FOR 45 1 -i" 13'-I' I3-4 14'-3' 45 13'-1' 13"-7' 45 13'-4' 14'-r t HV CORNER CENIERMATE/3 MAY DE USED AT ALL COUSINA11ONS IN BETWEEN WALL MOUNTINGS 50 1Y-5" 12'-5" 12'-8" 13'-7" 50 12'-5' 12'-5' 50 12'-2r 13'-1' MOUNTING INSTALLATIONS. LOCKING SPEMCATIONS W/FLOOR/CEIUNG IJOUNTINGS: 55 ii'-t0" It*-l0' 12'-1' 12'-ii" 55 I1'-10' it•-IO' 55 11,-1* ty•_y1• SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITAE A.S.O. DESIGN PRESSURE 60 It'-4" Il'-4" 11`-7' 12'-4" _60 11'-4" 11'-4"� 60 1o'-2- 10'-II' NOTE/5,SHEEr 5. RATING: 65 t0'-TO' 10'-10' 1S'-i" IV-11' 65 t0•-So• to•-10' 65 9'-5' 10'-1' DETERMINE: 70 10`-6' 10'-6" 10'-9" 11'-Y 70 _10'-6" 10'-6' 70 W-9• - 9-4' LI+: MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 I0'-1• IO'-Y 10'-4" 1I'-T' 75 10'-1• 10`-1' 75 - g-9- L2+m MAX.SPAM F(9 FLOOR/CMM MOUNTING ttEXCEPT THAT IAA MUML SHUTTER INSTALLATIONS. 80 0--10• 9'-10` 10'-0' 10'-9' BO 9•-10' W-LO' SPAN 1+'OR'L-*MTD MkV4UA ASO.OESING FOR A GIVEN NEGATIVE AS.M DESIGN PRESSURE 85 9'-8- 9'-8' 1 9'-9• 10`-5' 85 9•-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3" 9"-5' 10`-1- 90 W-3' 9'-3' OR CONCRETE BLOCK SK41 8E LIMITED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' $'-9' 9'-2• 9'-10' 95 9'-0' 8'-9' U-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64.-72 p.s.f_AND 8'-0' SPAN. SEE 100 8•-9' 8'-4' 9'-0' 9"-7• 100 V-9' 8'-4' MOUNTING MON SHEET 7. -� SPAN FOR FLOOR/CE1I.ING MOUNTING 105 8'-7• 7'-II' W-9' 9'-4' 105 8'-7- 7'-11- INSTALLATIONS. 110 8'-4' 1'-7" 8'-7' 9'-2' 110 8'-4' T-T' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' T-3' 8'-4• 8'-11' 115 8'-2" 71-3' MINIMUM BETWEEN '11+'. 'T.1+', 11 AND 'LE-" 8 120 '-0' 6'-t7' $'-2' 8'-9" 120 8'-0' 6'-NSEPARATION TO GLASS SCHEDULE' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0• W-S' 125 7'-10' 6'-B'-- ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7'-8' W-5" T-XO' $'-I• 130 7'-8" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2" 7'-9' 7'-9' 135 7'-7- 6'-2' WIND ZONE SPACING. 140 r-5' 5•-ii r-7- 7-6- 140 71-5' V-11• ASTM E-1996 SEPARATION �I 145 7'-3 S-9- 7'-5' 7'-3' 145 7'-3" 5'-9' TO GLASS 150 7'-2- W-7' Y-4' T-0' 150 Y-2• 5'-7' 155 7•-0' S'-5- V-2' 6'-9' 155 7•-0" 5'-5• I THRU 3 160 8'-11' 5'-2' 7--l' 6'-T 160 6'-11' S'-2' � 165 6'-f0" 5'-1" 7•-0- 6•-4' 165 6'-10" W-1' ---170 6•-9' 4'-11• 6'-11' 8"-2• 170 6'-9' 4`-N' 175 6'-7' 4'-9' 8'-9' -8'-0' 175 6'-7' 4'-9' 180 6'-8' -4'-$- 6'-$- S'-IO' 180 6'-6" 4'-$' H V BLADE 185 61-. 4'-6" W-7' 5'-8' 185 6'-5' 4'-6' ISO 6'-4' 4'-5' 6`-6- 5'-6' 190 8'-4" V-5' 195 6'-3' 4'-3" 6'-5' S'-5' 195 6'-3" 4'-3' 200 6'-2' 4'-2" W-4• 5•-3' 200 W-2' 4'-2' las s'-t +'-s' 6-3 s'-i• 205 6-i' u "_.�= FLORIDA BUILDING CODE Non High Velocity Hurricane tone 1 •• r �'" 02017 PLTECO,INC. 02017 EASTERN 4ET&SUPPLY, INC. :_ i 7 �CO �N� A "� »A� Accordion Shutter System * 1�1 tlT✓ ' H.Y. BLADE#1 T(/OR W/0 H.V.VWNDOW MAX American Shutter Systeme TILUT TESTING & ENGINEERING COMPANY oEscRrncR DAIE CIUM BY.uM11v, a. SSSS x-350,P.sl.,305,VIWM uRDas,MA"33141Association, Inc. 1 OLD 15-MS 07/27/1 OATE, 07/27/» Ph e:(305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 _( ��\��y141 a-INE L+ 7oaasom West aolm Beach. FL 33407 3 DRAWLING No YON ,,1' WALTER A TUJ7 31.P.E. 4 17-107 P.E. SE4[7/S1G'i�thRE/DATE FLORIDA Lw.1 44167 ` SHEET 4 OF 20 ,ii kin t i.,a 1 .P- it s,7 .}.t a! t i i s.'i.. II.at.•li' tti 'hf...mit 7! ;,i -M! :• f.ha ,,7. .1 r,. •f; a t •t INIVMJo q gnrgg rcrr-.�.,rrrn-*7 >r;•rr,;.rr5. .. •m,r:.r.,n�r•.:-�:,*zt•-�-Tr: .. 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Mum= a ppaam`�"ialaaaa0mmaaaaO=MAvaOmmO�Wavooao"WINI+noin soppAAOnamaan�in��aamOamama4mm0aAAmaa6�llAOOdmaOOa�Amm�O i �61fnAAO0np6>EAQvA6»QiIImm�OnOlannAOQ=92 nA1�nQAIUKxu3MwA= CA ==M a== noAft]OOn000AiL]OAAggoionnm©0000io mal�000an nwoni poavo=s miaovooao aooaconio�a�''o®alaaao�Q moo�cnpsapoo ' Q!O riiAv0iiQ11nC�mOOmlAimmQamt�'f1 _ oom�lovO Ulm011A71TAi001m ��L�4e0 100 H 0lii{ mid • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE C NCRETE BLOCK SUBST TES W!MijitiRA (SEE MMWPN(IS E 0.&H ON SHEETS 6 81 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: - 0011100 CENCIDITE/0MCAM PLOCIE POURM oEN0r is (A) TO EXISTING POURED CONCRETE 09n.Pe-J Moi) ukWA QE WALL SILL MOUNTING ®CEILING MOUNTING (H)FLOOR MOUNTING - 1/4.6 TAPCON OR TAPCON WITH ADVANCED TNREADFORM TECHNOLOGY ANCHORS,AS MALUFACIUREOBY LLW.BUIUIEX.(Min.I'c s 3 b) SPAM ANr.H(DHS mAC1t4ot Fortin - 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS OISTRIBUIEO BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.re.3 hi) (D) kft am WAME &4 ALSA CMEOMM RKWE03TWE PRwMwMSxRtit49w 4SA, IBLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.RCS(MIn.Fc-2 k8Q 30 140 150 175 190 120 160 10.5 JO {0 60 75 W 120 IIID 205 30 40 80 75 90 110 160 24S TAPCON WITH TAPCONOA4CF-0 - 1/{•f TAPPER+ANC14M AS MAILYFACTUREO BY POWERS FASTENERS.MC..AND DL5IRIBUTEO BY At POINTS SCREW,BOOT&SPECIALTY 1 2 i 9 8 e 8 6 14 /Z t 9 8 is iZ /0 a a THREAOFORY TECHNOLOGY COMAAtN OR ANY OTHER APPROVED UCENSLD OR AUTHORIZED V'QIOOR REGSTEREO WITH THE AMFRULN SHUTTER SYSTEMS ASSOCLLTtOX,INC. 3'-0• 14 IZ 10 9 8 8 a 5 14 12 10 9 0 B 6 8 14 12 1 9 8 4 6 6 (Mit.re J Mei)ALL POINTS SOLIO-SET i OR LM t4 i2 t0 9 8 8 8 6 14 12 t4 9 8 8 6 8 14 12 10 9 8 a 6 S BLUE TAP W/CAP NOTES: 14 12 10 9 S a 6 7 14 12 10 9 B 8 8 6 14 12 10 9 a 8 8 a TAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADIORIA TECHNOLOGY ANCHORS AND TIPPER+ 14 12 to 9 8 7 5.S SS 14 12 10 9 8 8 6 8 14 t2 10 9 6 8 6 S ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP M010RS IS 1 t/r. 4'-0' t4 12 10 9 8 8 0 6 14 12 10 9 6 0 6 6 14 12 10 9 8 6 a 5.5 14 12 10 9 8 a 6 4 14 12 10 9 8 8 6 4.3 14 12 10 9 8 6 4 3A A2)MINIMUM EYBEDUM OF I/eli x 3/4"ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.No EMBEDMENT I4 12 10 9 6 8 a 4.5 14112 10 9 8 6 e 5.5 14 12 10 9 B 8 6 43 4 tY YSE TOR INTO STUCCO SHALL BE PERMITTED, 1/4.6-20 S.S.MACMNE SCREW USED SHALL BE 1 1/2'TONG L 04MUM SHOULD STUCCO 14 12 10 9 J.5 S6 J3 - 14112 10 It a a 6 a 14 12 10 9 a 7 5.3 4 095T.AND 11'MINIMUM FOR YGLLS W1T8 NO STUCCO. i ti f2 t0 9 6 8 , 6 14 12 SO 9 6 o a 5A 14 t2 /0 9 a a a 4.5 RAM OIL sum 19 5'_0. 14 12 10 0 0 7 4 - 14 t2 t0 9 a a5 S 36 14 12 10 8 63 5 3S 3 A3)IN ME THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FL049, 14 1Z f0 9 6 7.5 4-5 - T* 12 t0 9 S a 6 AS 14 12 10 9 8 6 4.S S ANCHORS SINAL.SE LONG ETOI)0f TO REACH THE INN STRUCTURE BMW SAID WALL AHSHEL.ANCHORAGE SMALL BE AS INDICATED ON 14 /2 93 75 6A 4.5 - - 14 12 10 4 8 7.5 SA 4 14 12 10 9 0 0 4.3 3.5 INDIES Ai)&A2)ABOVE FDR INSTALAAITON5 ON VINYL SIDING OR EDS WITH OR WITHOUT MEL4.STUDS CONSULT THIS ENGPEER FOR 1♦ 12 t0 9 0 0 6 - 14 12 10 9 6 0 0 S 14 12 10 9 8 a5 3 33 INSTALLATION INTO ETES WITH METAL STUDS SEE SlLfET 20. 6'-D' 14 12 10 9 ZS S5 3 - 14 T2 t0 a3 7 bA 4 3 14 12 8 Q6 Sb 4 3 - 14 12 f0 9 9 8 - - 14 12 10 9 a 83 5 73 14 10 as 0 3 4 - (B) TO DUSDNC CONCRETE BLOCKS(ASTM C-90) 4 t2 8 aS aS 3 - - 14 12 10 9 8 aA 4A 33 14 2 10 8 7 5 33 3 - 0/4.9 TAPCON OR TAPCOM WITH ADVANCED THREAOFORM TECHNOLOGY ANCHM,AS MANUFACTURED BY I.T.W.BURDEX. 4 12 f0 9 a a - - 14 12 10 9 a 7 S 4 14 12 10 9 7.3 ab 4 3 - 1/4.9 x 3/4'ALL FONTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ' 7_0. ♦ 12 10 8 6.5 4 - - t{ 12 9 JA 8 4A JS - 14 10.6 7 0.3 4A JS - - 1/4.6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASiENER.S DRECF,IC. t4 12 10 63 7 4 - - 24 12 10 9 7A 5.5 4 - 14 i2 4 7 73 4A - - f j4'f TAPPER+ANCfiORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DMIRISUIED BY ALL POINTS SCREW.BOLT&SPECIALTY 0 it 7 SS 4.5 - - 14 12 to 9 7.5 33 4 - 14 9 7 6 4.5 3 A4Y LINER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE A9LERIUN SHUTTER SYSTEMS ASSOCNTIOR,OIC. 8'-0' i4 12 10 9 a 6A - - 14 12 10 9 8 6 4 - 14 12 10 8 &5 a 3.a - NOTES: 14 IZ a3 7 S.S J - - 1{ 12 B 8.5 SS 1 3 - 2.5 9.5 6 a 4 3 - - BI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP Wj CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4'AND TAPCON t4 t2 i 5 7.6 6 - - f4 12 9A 6 6,5 S - - 14 12 8 6 a5 4 - WITH ADVANCED TFHREADFORM TECHNOLOGY ANCHORS IS i'. 13 9.5 8.5 5 35 - 14 12 10 a a3 5 14 12 8 a5 5 4 14 12 t0 9 0 - - - 11 12 10 9 7.s[4.5 - - N 12 83 7 3.3 4 - - B2)MIRMUM EMBEDMENT OF t/4.4 x 3/4'ALL POINTS SOL,10-SEF ANCHORS SMALL BE ENTIRELY BUDDED_NFO THE CONCRETE BLOCK.NO 9'-O 14 113 7.5 6 4 - - - 14 it 7 &s 5 - - 11 8 53 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL LE 1 1 / /2 LONG MINIMUM SHOULD STUCCO tt 12 8 6.5 4.5 - - - 14 12 03 7 3.5 - - 14 t0A 7 33 a 45 - - F](15?,AND 1'MINIMUM FOR WALLS W1TN NO SNCCQ /3 a5 S3 4 - - 14 12 9 7 6 - - 14 it 7 5S 4.3 34 10'-0' 14 12 t0 a 7.S - - - U 12 to 6 a5 - - 14 12 0 6 a 4 - - B.3)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EMS TING WALL OR FLOOR. 14 10. 7 S 33 - - - 13 9.5 as 5 4 - - 10 7.3 S 4 3 - - ANCHORS SMALL BE LONG ENOUGH Io REACH THE MAIN STRUCTURE BEHIND SAID WALL,FINISHES ANCHORAGE SHALL DE AS INDICATED ON 14 1117.315.5 - - - - 14 ITS 9 6 5 - - 2.5 9.S 6 5 4 4 - - NOTES0-1) INSTALLATION 8- INTO FOR�ALNSNON S EL'MIN EOR EIFS WITH OR WITHOUT META STUDS CONSULT TNS ENGWEER TOA e S - 14 12 0 63 3.5 - 13 t0 6.5 5 4 3EIFS 14 12 9 7 6 - - 14 toll7OLS 12 9 6 4.5 4 9 7 43 3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMEAVATIONS ANO SPECUICA I NS DF TIE AMC 'S NMNVFACTUtNER. is His 7 aS 4.5 - - - La as S3 4A 13 - - 9,s 7 4S - - ti 11.6 1.s 6 a - - 12 9 5 4.5 4 - (0) SEE SCNEOUtf B£L0N FOUL EDGE DISTANCE(E.O.j VERSUS SPRING fl£IATIONSFM FOR MICHORS. 12'-0. 14 IZ 110 1- - - - - u 112 a 16.3 Sa - I- I- 13 10 6.6 5 4 - - 1 ,IS 5PA INC SCHEDULE FOR ANCHORS, s ab 43 - - - it 8 SS 4 3.5 - - - 8 6 4 3 - - - - MATO"ANCHOR SPACLNOS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FORE.0.LESS THAN TIE'NOICATEO"REDUCE ANCHOR SPACING 13.319-315 - - - - 1S 9.5 8.5 5 4 - -I- 03 a S 4 - - I- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 6.5 - - )4 t05 7 as 4.5 - - 1t a6[4J 4.5 3,5 - REOUCEO SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN UINMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR 13,^-O. l4 12 - - - - - f4 tt 7.s e a _ _ - 12 9I.s 4 - - - TAPCON YGlti ADVANCED TAPPER + 03 8 - - - - - - 10 75 S 4 - 7.5 a5 3 - - ACTUAL 23 as - - - - - - u 9 6 4.5 4 - - - 9S 7 4 - - - - EDGE TAPCON THREADFQRM 1WHNoLOGY �"POINT SOLID SET BLUE TAP W/ GP 8 8 - - - - - - iS 9.S 65 S - - - - 0.5773- 4 - - - - �R DICFAiCE MON.SPACING 14 t2 - - - - - I4 103 7 6.5 - - - tt a3 43 - - E.Q. MIN.SPACING•.3' MN.SPACING>•J' N.SPACING a 3 ijY ION.SPACN;••3' 3 3/4" 4' f0 7.5 _ - _ _ _ _ 9 7 1.5 33 _ _ _ _ 7 5 3 _ _ - _ POURIED CONUNEfE& FGLED OlTfUO.iC BOOP CONCRETE& POURED COHWCTE&fUUOD 40NCfElE 00H0E1E ROLL 11.3 0 - - - - - 11 0 53 4.5 - - - 9 as - - - - Y &BL3r111.E0..3 11Y LIN EIr2 1jY CONCRETE BLOCK CONCRETE BLOC7( 10t ET-3 1/r 91L EQ.2 t14 - - 33 1es - - - - os a S 1 - - - - - 8 DE W('JQ�[ E0781 Y 100 1.0 1r 11111 LE1.1 4 - - - - - aA S - - - _ WORKING 2 ilz• _ 1-0 0.81 1.0 o.7a _ Lo 0.87 to .. to - s - 83 e 4 - _ _ IN U�11SON ♦ 2 - o.7t433 - 2 3/4• 0.91 6 - 10 7.5 5o"�16-O' 4 - 0.35 - - 0.35 3 - - - - - a 6 ' - - -f FLORIDA BUILDING CODE on Igh elOCit Urricone Zone E1EI 9,'♦,j,1 •r•A,ff '. 02417 LUECO,INC, 02017EASTERN METAL SUPPLY,INC. La{�r•'y1C Cr,s+ if = xaxx�xrxr� BERTHA TM % ML /�w+/� E A S A Accordion Shutter System X 7,4 Q liC. ■ ■ 1N i KV. IRON X11 W/OR W/O KV.NFNDOW RAM American Shutter Systems EV_th 9ESCR 71gH DATE 017AVA4 Br LG. TILLIT TESTING & ENGINEERING COMPANY '; r�� ;' 4755 M.W.341A,SI.Sb.303.MRCMA CAROM RpOG S3161 Aaaaoiafiion, Inc. I OLD 15-085 D7/27/1 DATE: 07/27/17 I` Ph-:(303)671-1330.F4.:(305)871-1531 4265 WOStroOdS Drive z fit..♦ I� •-m41:Lst4waeuean West Potm Reach, FL 33407 s D ° 7 17-107 Q 4�•••' ••,...... L 1 co 0006719 WALTER A IMUT Jr.P.E. 4 P.E.�SH4/SI� a7(lifLjDATE HONDA U4.ar 4<167 5 SHEET 4 3 OF 20 WAR 9M www P> 1.MAX A10.DESIGN FAMMM ROM+110.-1f0"I. Z.MAX.SHVM SPAN,9s' 3.HOMO HOUNDMM A.0.0 @ R W MMM 6.7;A4 KUL AS MOMOINGS M.0.1 a a w ON SM SSiROfSf is&ti. 4 5 wf sti a u fIN ss A E Dr �aQa k a TIP.EA.Be t t S.P)i1✓wNOOW=tADE®_SIWI.Olrµ10W A MAINAM OF 5 OFENOM {s i 7FOtFS)tDR i�PER 61/Df Ar WNGS SHOWN ON SHEET 4. 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Accordion Shutter System AmertDan 5hutbr Kv et1�£/)r/OR w/o Kv vatEoan►t�nn£ MIT 1£ST1Na Ac£ftG1NE£RtN6 COMPANY ns 1v.A DATE oRAAN er L a •�k1 seaa Atattan, In;. r oLo 1s Dss 43SS H.R.SNI.S1�R..N%Y.99,AI cAPM 3,FLORM 331E !27 1 OA1C 07!27 17 : •W+,r�� • Fnon.:(_ws)671-lsso.Faa s(aos}671-1s31 4268 WeatrnadD Drive = ORANANC No MH11.w7o 9 caro West Palm Beach, FL 33407 3 4 �} ����• ,�' MIER A 11=Jr.P.E. a ��•"•I�/ P.E. SEAL/SIGNATURE/DATE noRaA tk.1++167 s SHEET ai 0