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HomeMy WebLinkAboutProduct Approval ,ayfl _. its BGS Home ;Log in i User Registration z Hot Topics Submit Sumhorge Stats&Facts j Publications . Contact Us BCIS Site Map Links t search d-1 hlDil(�3 .. - `-" Product Approval USERS Public User SAAB'' R � Y�Jb Product Aanroval Menu a Product or Apnlicatwn Search>Annheation I ist>Application Detail ;;..yFLS FL389 R9 DEC 0 4 2019 Application Type Revision Code Version 2017 ST. Lucie County, Permitting 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@easternmetal.com Authorized Signature Bill Feeley Irodrig uez@easternmetal.com Technical Representative ,� 0 t� Address/Phone/EmailL; �ttuII7 S 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 1-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A..T1111t,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity, National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ID Validation Checklist-Hardcopy Received Certificate of Independence FL,389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC. INC, DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL369 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(I).PDF F7 389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standar-d Year ASTM E-1886 2005 ASTM E4996 2005 ASTM E-330 2002 TAS 201;202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12112/2017 Summary of Products FL# Model,Number or Name Description 389,1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1I AMERICAN SHUTTER SYSTEMS DRAWING 17 Approved for use outside HVHZ:Yes IDS 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",Maio span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERiCAAN SHUTTER SYSTEMS DRAWING t 7 HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3.blade w/window blade working In unison,Max.span for HV3 blade w/q window blade for Installations Into Metal Stud walls Is 79"for max.ASD pressure rating of+72,--72 and 84"for+64,-64 psf,See sheet 5 for other spans and ASD pressures, 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Et 389 R9 11 AMERICA t HLriTER SYS#EM ASSOC., Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORDION SH ITTER Impact Resistant:Yes SY EM,PDF 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 locking Evaluation Reports rod configuration for�the HVi blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC„ A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 81-0"for 110 p,s,f,for HV1A RREPORT,PDF working In unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for Other spans'and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Nan-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FI 389 R2 11 AMERICAN SHUTTER SYSTEM;ASSOC..INC, Approves)for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION N SHUTTER Impact Resistant,Yes SYST,PD 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 12, Evaluation Reports 25 and 28 respectively FL389 F89R2 AE AMERICAN SHUrEER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes F.—Iki Next C20111`1 Us,:21501 Blair Stone+Read Tallahassee Ft 32394 Phan:850-487-1824 The State of Florida Is an AA/EE0 employer,Corrvriaht 2007-2013 State of Fiorlda o:privacy Statement::Accessibility Statement:.Refund Statement Under Ffodda law,email addresses are public records,If you do not want your a•mad address released In response to a public-records request,do not send electronic mail tothisentity.Instead,contact the office by phone or by traditional mif.if you have any quosttons,please Cent=850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective octaber 1,2012,liters des licensed under Chapter 455,F.S.must provide the pepartment with an email address if they have one.The emalls provided may be used for ofriclat communicattan"with the licensee.However email addresses are public record.If you do not wish to supply a personal eddress,please provide the Department with an email address which can be made available to the public.To determine if you pre a licensee under Chapter 455,FS.,please clicke,�r Product Approval Acceptst O 9E® iCrct. GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EvXLUAiTTON DGCLNDSA(PS-0.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61th EDITION)OF THE FLORIDA BWLDCRG CODE THIS ACCORDION SHUTTER SYSTEM SPALL NOT BE INSTALLED AT HIGH vEL000Y HURRICANE ZONES' DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASO WIND SPEED REQUIRED BY THE JURISDICTION WH&--SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USIXG ASCE 7-10 AND SHALL NOT EXCEED THE&VXMUM(A.S,O.)DESIGN PRESSURE RATINGS INOICATpT ON SHEETS 11 THRU 15. 19&20. IN ORDER TG VERIFY THE ABOVE CONDITION.U131LATE DESIGN WWO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TG Aso.DESIGN WIND LOADS AREA 1: !(V BLADES(1) AA1 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS DiDICATEO ON SNEEIS T Y THRU 16, 19&20. GENERAL NOTES SHEET T IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THS P-"-AS TESTED.WERE NOT OVER STRESSED.A 33 S.INCREASE IN ALLOWABLE STRESS FOR NIDD LOADS WAS LM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND ANO LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS* TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03.10715-01-03.11004.01-05,p1214.01-05,ga317.02-06.10609.01-10 AND 0210.01-11 AS PER TAS-201,TAS-20z AND TAS-203 PROTOCOLS AND ASIA E-1686 AREA 2: W BLADE n AND W WINDOW BLADE(TA�1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE OMNERE APPLICABLE) -HV VANNDOW BLADE Q 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES i,2,3)BASIC PROTECTION ONLY AND 1 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHU77ER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRET£/BLOCK SHEET 6 2-NV BLADE0 AND HHV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UIN SOU WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS CF USE LN=ATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA HV,ACCORDION PINS(HHV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACK'S SHALL.BE 114«2.75'AND 114X1.75'RESPECTIVELY.410-Hr MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND ISO k3i TENSILE STRENGTH.PMS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS VANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS TN SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION PMS MUST BEAR THE HTV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALM AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30D W AND 35.7 ksi FOR VA UU SPCONNEAN T DETAILS 1-6,CONCRETE/BLOCK SHEET 10 tfAXIMUM SPAN TABLES SWEET Ti WOS--75 ALLOT ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIFS WLR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ka MIN.TENSILE STRENGTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3x.4. ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 14 6.BOLTS TD BE ASTM A-307 GALVANIZED STEEL.OR AM 304 OR 316 SERIES STAINLESS STEER_WITH 35 ksH MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS-.1N BLADE(D:12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 IHV BLADE &® WORKING IN UNISON: 12,TES&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582_COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED To EAStERN METAL SUPPLY. INC. AREA 3:_HV WINDOW BLADENA�i ONLY 9.D SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SERI./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING M CONTINUOUS CONTACT WITH THE BUILDUIG TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET TSI t0.EACH UNIT MUST BEAR POUW4?NT LABEL IN A VISIBLE PLACE WTH WAR.'NCNG NOTE DURING PERIODS OF HURR:CPNE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL III AND HD gREA 4- HV WINDOW BLADE ONLY C04TEFUATES AND ENGAGE OR LOCK ALL MA AND HO WICKS. 11.SHUTTER MANUFACTURER'S UMBEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORt7A BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLACED FOR e4EY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING NIDE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY MIT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRWCED BY THE JURLSD:CTION IA14M£ PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THOS ENGINEER IS GENERIC A14D DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Lr WHERE THE SITE CONDITIONS DEVGITE FROM AHE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PUP.CHA F AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DMVE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS PS-D.WILL.BE CONSIDERED INVALID IF ALTEf�D 0Y ANYtJEANS. ' WSffE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EaR.)FOR THE PROJECT AND WHO WILL BE . SMLE FOR THE PROPER USE OF THE P.CD.ENGNM OF RECORD.ACTING AS A DELEGATED ENG44EM TO THE P.ED.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL ISM THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODECNon Nigh Velocity Hurricane Zane', it11H`'. ~; 0017 TILTECO,INC ®2017 EASTERN METAL SUPPLY.INC .GENSF�:`'�' :� BERTHA HVTM IILIECt3 ��L:. Accordion Shutter NVE1WRWR .VVI �jt 1 s American Shaffer Systems TICCIT TESTING ENGINEERING COMPANYY M. DCRIPT LSWN DATE DRAWN Dr: Lc em I'm Jfi D t.sX aa,.wRaRu DA Hs FLDRTA=m 4268 Inc. N OLD 15-085 /2l/1 a4M 07/27/17 •44+ 11 4268 Westroods Drive 2 ;=fq-fi Fh« :(30)87t-1530.FOX:(305)871-1531 DRAVANG No �1 U EST O-ftv tatewoem.t- West Polm Beach, FL 33407 3 17^107 `�S�+DNA4ti `•1`4 WELTER ATIUrr 7,9H.P.E. 4 P.E.SE7tttSfi§MYURE/DATE FLORNA Ua 1 44167 8 SHEET OF 20 STARTERHV SOLD9LADE X755 HV 90•/1B0' 3�HV UNIVERSAL FLOATER — X"I""' FQR USE VI/ COVERED 458179 QUALIFIEDW BLADE( j@ H-V WINDOW 13LAD 6005-TS ALLOY AND TEMPER (DOLIALIFIED FOR U5E W/ KV T.ALGOY AND TEMPER .373L -SEE LIMITATIONS ONS OF USE OF BLADE @ON SHEET 19 6063-T6 ALLOY At TEMPER .124• - 6063-T6 ALLOY AND TEMPER 3.226* 065 7 3-656. 994 n A70 071 1!1M842rl 4.1197- 'j, WHIP in 4_4�W n o A ji U�=�l 75' 09z' rf (�)IJIV ADJ. ADAPT .92 QUALIFIED FOR USE N/ HV (8)HV WALK-OVER L BLADE( QUALIFIED FOR USE W/ W @)HV TRENCH RWX (�)HVAD QUALIFIED FOR USE W1 HV A, FLOOR TRACK. 6063-TS ALLOY AND TEMPER BLADE In QUALIFIED FOR USE W/ KV 6063-T6 ALLOY ANO TEMPER BLADE(D ONLY. HV RAINGUARD 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE AE %V/ HV 6063-TS ALLOY D TEMPER VARES BLADE 15_ VAICES 1,936* 6065-T6 ALLOY A D TEMPER C r o r-ow 4—Y .100 9 .12 .093, .093 • 67UO 10. 670 6 r. 111 HV CEILWO HE (p HV HEADERLS-1 @ HQ CE[UN-0 14E QER/_SI ADE QUALIFIED FOR USE ff/ HV BLADE 6063-T QUALIFIED FOR USE Vil W BLADE 1U'QUALIFIED"FOR USE V// W ONLY, (DONLY SEE SECTIONS FOR =AUff P., SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COWONENT A D T1 x Y t F f I r 2* alas' 2* 5-MAX. 1/8- 31 31 Oow I+18 I /w I K SIDE ANGLE 2- 5-VAX. 0.192- D.192- CORNER POST QUALIFIED FOR USE W/ W16 ALUMINUMANGLES@ 2.s' 7'MAX. 0.190' OASO' QU QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED FOK USE W1 HV eLADE(D 6063--.6 ALLOY AND TEMPER 600-T6 ABLADELLOY AND TEMPER UI ONLY. 2- Sr MA)L 0339, 0.131' 6063-76 ALLOY AND TEMPER I FLORIDA BUILDING CODs(Non High Velocity Hurricone Zone, E 11, e2017 ULTECO.INC. 02017 vwmN METAL SUPPLY,INC. ............ BERTHA HVT?.l Accordion Shutter System T1 LTEC 0 INC. A.&SAIIII KV.RADE#1 W/OR W/O KV.WNDOW BLADE J1, Ee American Rzve kc DESMPTION DATE DRAWN BY, LC_ Shutter Systems NY -OLD_15-085 57/27/17 GAIV 07/27/17 TILLIT TESTING & ENGINEERING COMPANY 63%tam. St-.S�X5.Vtn=GNWV4.IIAROA 331V Association, Inc. I 4268 Westroods Drive 2 PhMe (105)871-1530.F";(3105)S71-1531 DRAWING No W West Polm Beoch, FL 33407 3 pe.,.On IQ�- 'k, 17-107 ......... ES-OWS719 4 LM I rUff Jr�P.E. 0 FLOR"Lie-if 44167 5 SHEET ,'PVAXd/()ATE 6 2 OF 20 4.57' V4•-TOat/' 1/C-20 CAST a s .2B' 4 .2H' C. FLAT tifl'J vu=ED HOUDND ENAYEL1 p_ 2. .745'`- &S43. V 11"0 PALMED RO I,0USING EMAIEL _ EUXED PanITfD RQj I $ a a , I ��n • `i m GRESS TURN .062` ffi m Mae,w1 N 7" 1.1KEYS GRASS G1OMV BHA55 EY PLAT.R �02� 0 o a �1 { P-MO)(owDve (CKRDuE PUTEO) 21 HV GENTERMATTE ' OUALIFIEDF R USE W/ HV BLADE 1D& 1�'ONLY 2 H F O C N • ® HV LOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLADE ) & 1 ONLY .-•- "' 023' . 7•f QUALIFIED OR USE Wj HV QUAUFIED FOR USE W/ HV 6063-T6 AU.OY AND TEMPER 1�3; (,` A HLADE>�1 6c ONLY. BLADE Q k 1�ljA ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY —250'O.D. s18. 4" 6063-T6 ALLOY AND SEMPER PLASTIC HEAD !-- /7c- O T D 2. MOLDED 4045' ETO n 2-079* 1.75r 10 EW AFTER RIVETING 0 O6 n o 06t 2G X 3/4"82 BEFORE RIVETING y .s Q S.S. TT,jF U 8SCREW 114"0-20 RIVNUT* o m � �EER7fS 444 ALLncNDu(2024-73 ALLOY)LARGE FLAiWE 7HLY r zt50• I� r zt50• i I_•..1 SKEET HUMERT.PART B 0020.AS MAIOXACiURED BY A%00. PLAN `• FROtO'ElEVAT70N {2�t "T" O GE E 4.566' CHERRY Tp00RN.PARSfPPENY.NEW SEASEY 07R3f di EQUAL 27 LOCKER FOR "T" LOCKEC�TERMATE QUALIFIED FOR USE W/HV BLADE 7 ONLY %99, HV FEMALE "T" t�1CK CENTERMATE HV "T" LOCK HV_At.TERNATIVE LOCK QUALIFIED FOR USE Wj HV BLADE iDONLY 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUAGFIED FOR USE . HV QUALIFIED FOR USE LHV BLADE(i}ONLY V1 jHV BLADE�}7 ONLY. BLADE 1Q ONLY. 6063-t6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP 1,017 1. 17' 3,161 o i o E f '4-, CYLINDERRN tOR " .214'•-i mom`. AS2" ;�I KEY�CYLINDER ,- 214" 545' 47 n o I n . to ; 0.675`Min.7 .125`GEN AEW NO OC G OD {3 H W �O G ROD A c °as QUALIFIED FOR USE W/ HV BLADE 1 & IA QUALIFIED FOR USE W/ HV BLADED& A 6063-T6 ALLOY AND TEMPER L VARIES. 12'MIN. 6063-T6 ALLOY AND TEMPER Q �' $ I S a QUALIFIED FOR USE L'!/HV BLADE 1 & tA. I/4'P-RD S--,OR 3/VO-16 f. 6063-T6 ALLOY AND TEMPER ACETAL THLUBSCREW5. tl/2' THUMBTURN (SEE OCUTA D0cywo 33a LOCKING ROD A � 1 75b /((�;�� ry LLL+G.1�LtS QUALIFIED FOR USE W/HT BLADE(J) ACETAL � H\ t o (8-20..AISI304 BY REGENT HARDWARE MORTIS'LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER C:/16-HOLE THUMBS FRIES S.S. THUMBSCREWS QUALIFIED FOR USE w/HV BLADE D& GA QSILLED AT TRACKSTION FOR PROPER EQUIRE A MBEDMENT QUALIFIED FOR y W SLADE(]t QUALIFIED FOR USE VI/ HV BLADE 1Q 4�I�A BUILDING �4��(�On High Velocity Hurricane Zane 1I1 �i 02017 TU.TECO,INC. 02017 EASTERN METAL SUPPLY,INC. CEN,4/!�'•_ BES A�� ' ��= Accordion Shutter System A■ ■ ■ `� C Nc. ■ ■ KV.a"#T w/OR W/O H.Y WNDCkV BLADE r * American Shu'ffer Systems qrv.N DESCRIPTION DATE WWN BH L.C. TILLIT TESTING & ENGINEERING COMPANY T` T� a s35s tux.ziui 5L.9a.305,t+RGPtP.GA�1M5,11)Ra4 33II Association, Inc. , OLD 15-OB5 7/2Tfi GATE: 07/27/17 �� P1nne:(305)071-1530.Fox:(3L15)871-1531 426$ Westroods Drive x DRAWING No ,(. � _: $ d- 01'tdt..O w- West Palm Beach, FL 33407 3 °�t°•• `�o'' x+AL-J A T01R1Jr.P.E. 4 17-107 �S/[p"}•••AA«•yy • IL FLORIDA Lk-1 44167 3 SHEET P.E��EEl4C.T3NA WNTE 6 3 OF 20 SHUTTER ASSEMBLY SCHER—LE FOR 3/3.5-1, HV (111 HV Q 12•MI CE 25' TO BLADE P 41 E 1A .1875' HV SLADE I VaN SL40E '0625 HY BLADE 1A BLAI 07S, Y NO RECESSED NYLON BUSHING a—, KNVC .0625 HV Lo: 0,0625' 3 09 Cryp NV SHORT RECESSED NYLON 13USHING FIAT PORRON RIJS HV NYLCH-HAT WASHER Q OR @ 3 w A-2 W WHEEL CARRIAGE AISI 302-303 SERIES I 1¢ KV tANDOW 0.670-x3/16*THICK NYLON WHEEL 2 7/8'MIN. CLEAR 375.0 SEPARATION 0.188'0 AISI 302 SERIES S.S. RIVETS 0625* SLADE 625' HV 1 3/4-ACCORDION PIN W/ 18 HEAD RIO S EXTERIOR IJ OPENVIr ON CENTERS 47 5' —4—-- I HV 2 3/4-ACCORDION PIN W/ #8 HEAD /4' CLEAR HV WINDOW 8—M TYPICAL BLADE ANQ- :"B"" Y N bT N "4. LGE 04625o YOOR ( I . " ///, 0, U� so Rj�4�14474� r PMYCAMOrjATE wPACT RESISTANT 14V WINDOW POLYCARBONATE HV WINDOW 1�io —(: DETAIL L3 1 0 1 ; (DOR 0 @ or @ Gil. N.T.S.N. @ SEE NOTE FOR i I (DOR 0 *POI)MAFMZNATE-IMPACT RESISTANT H EQUIREMENTS) V W'"""L BAYER MAKROLON 3103 POLYCARBONATE RESINS. UV-STASIUZED GRADE OR SABIC 1TO BLADE SM INNO 2*MIN,CLEAR)ICE VATIVE PLASTIC LEXAN 103 RESIN -j on 3 P114 REQUIREM DE KNUCKLE FOR V (SEE NOTE -F- ON SHEET 19). (I)w(Ifib R (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 50 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM VI/ HV(D ORI I : i EXTERIOR POLYCARBONATE souRcEs FOR II I APKKA= HV 6-A) BLADE, TYPICAL SHUTTER ASSEMBLY TVICAL PWIVEM swavo mut cae..aacec N I.S. RV PIN CA&AT (2) 14V PIN (g MAY BE USED IN LIEU OF (9 AND ONLY AT OR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W1 HV(D cO.324 (SEE NOTE*FOR S'wrc ow w AM on; am V11* 0-043 BLADE 6I1HEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. REQUIREMENTS) 1 MrpVMM ASrW VM 9.4W V.L 9=PI" PJ330.AL SIRNGTH AT Vw ASSN DM 1x5w V.L IM00 Sat nV (3) W PIN @ OR @ V11 1/2" O.D. 1116- THICK S.S. WASHER affidWX u0mus ASN°'°° "PPPPPP' 3-&M o.L t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. am W.-4 is FI-6f. 17 rr-fo". SHEET =w bDGT7 ASM 02PAS 472 z 646 2 IMIX �EMIILY LAYOUT EEL CARRIAGE DETAIL Pat OF M AmC-I UAZ C-1 CLAM N.S. N. ', SRF MMM" ASSN 01229 1w Y Vao JlTdT�F3iG: ATN 01:5 TUSLIESr&-.'CM AM----4 ASM 03 9302 0.1 22-0 P..;. T) HV BLADE SOLID & '04U sw=effvmc.xxnama I swu ma N.T.S. Jt2tttittnst��I A BY WINDOW BLADE DETAILS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 EktrERN METAL SUPPLY,INC. 02017 TILIECO.INC. BERTHA HVTm ME C 0 inc. wwE IL ASccordion Shutter System SAH.V.Ky. MADE#1 W1 OR W/O H.V.WNDW RADE• , A erican Shutter Systems X.M ocsczp=N DATE DRAWN Sy, Lc. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/77/17 OATS: 07/27/17 R,.-IM Vq=U CARVOsl%rLQFWA 33W 4268 Westroods Drive 2 % rn) (3a��1-1530.1-.*(305)071-1531 ——DRAWING No West Palm Beach, FL 33407 3 M-0006719 17-107 A INALTER A.TIM I P'r ...... #44167 VLORVA L�- 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 4 OF 20 J a u n s T a ce 3 *NATES ON HV LOCKS AND CENTERMATES' a a c a 7 {� c 1. GtAANDATORY CONDITION#1:ONE W COCK to or SNALL Be USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 01V 2 OF SHUTTER SPAN OR SPANS UP TO 105',AND FOR NST TIONS AY ANY E'LEVATICN.HY LOCK or MAY BE USEB AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES%V/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. VRI\=Ja 2. ({QpIQN/1•IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1�6 w LOCKS T1§.25 OR�MAY BE tfSED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES i ' OR 1 SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA TON OF LOCKS SHALL BE AS INOICAIM ON TYPICAL SHUTTER ELEVATION. e-iN0 3. OPTION,AI (VAI10 ONLY WHEN MANDATORY CONDRTON JI OR LIMITED MANDATORY CONDITION.. 4 5 ecR Dat 4 f3 iS USED WfiWO N.V. IOCfCSI,• LOCKING RODS( ARE NOT REQUIRED AT�jiURRICANE POSITION, BUT MAY BE USED IF DESIRED TO FJVHANCE SHUTTER PERFORMANCE LOCKING RODS S(�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.A+AADATOBY CONOITTON/2.ONE HV LOCK 0 a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN r f1 ° AND INSTALLATIONS AT ANY ELEVATION.FIV LOCK 2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, $ IF ATTACHED TO CORNER CENTERMATE w/(2) t/ 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS± AT TOP&BO Ott SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. US Haag nv� I WjaMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5.a=AIJBNATE 10 MANDATORY CONDITION#j VAIII)ONLY FOR go a wl symmugi"X19 T( ° 6 .�•y9 5 VATES 23 ONE ALTERNATE tiY TACK 2 MAY HE US IN UEU OF tfi!LOCK or FOR ANY$PAN AND s8=' SI iNST •TIONS AT ANY ELEVATION.ALTERNATE LACK MAY BE USED AS A4 WSIDE OR OUTSIDE LOCK.ATTACHMENT '•✓ �-' = OF 1/4'0-20x3/4"S.S. THUMBSCREW TO a} OR @ CENTERMATES SHALL BE MADE VJ/ 1/4b-20x3/4'ALUM. RIVHUT AS SH6VRJ ON SECTION HV€•SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 55� o�g E .Sas C LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION Jx FOR KEYSTONE M th NG INSTi,�TIONc• ONE HV LOCK SHALL BE /{J USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96e,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO @I or(D SYMMETRICAL CENTERMATES W/(2) 1/4•-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCIONG RODS'„@ W/O� COxMxrjM9 (Ip� OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DET1s Off D i E K i J x L Y P Y A v W x SHEETS to M FULL is - d *NOTES ON HV "T" LOCKS AND CENTERMATES: Hc^GHT. Cti OF CORNER ccCOND I A MDATORY CONDITION it V UD ONLY FOR TN AND CENTERMATES 6A.AND 1.�ALTERN TF TOM A� � 'IsQS�-r�t#� CENTERMATE ,�,;ONE ALTERNATE FIV'T'LOCK r MAY BE INSTALLED IN LIEU OF HV LOCKS 23 OR k8 FOR ANY SPAN AND OF LOC. AT ANY ELEVATION.ALTERfUTE LOCKEPd.AS USED SHOWN S A14 INSIDE OR ON SECTION M.SHEETE9,OWHICH MUST)ENT BE 2.. Lr.J +✓ OF LOCK 00 INCLUDES USING REINFORCING LOCX r j7 . 10•15 S'"a• °a�7•1S a CONNECTED TO CENTERMATES®AND(t9�IV/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT V!/7/8'0 x 3/32' WINGNUT OR W/ 2f4'0-Zpxt'SS-M.S.INTO A i/4Vbx 5/8"RNNUIr LOCK MAY BE INSTALLED AT MIDSPAN OR 12' °n MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS OS TOP AND B=M IS MANDATORY. •se+1s� GR T9�s5rR1�• 7 *NOTES O D LACKS & C �tLT_ES 1 HD WZ NO CENTERMATES R W/J :ONE ALTERNATE HD LACK®MAYBE USED IN WEU OF TYPICAL �} HV BE AQE SHUTTER ELEVATION HV LOCKS*OR V FOR ANY SPAN AND INSTALLATIONS AT{AANN�Y EL70,EEVV,ATION,ALTERNATE HD LOCK 18 MAY BE USED N.T.S. REINFORCEME14T INSERT AS AN INSIDE OR O AS SHOWN ON SECTIONS HLOCK.ATTACHUENT OF NO OB KHVB AN\HDC-IS VHVC.aSHEET 7T0.81ACK MAY BE,AND INSYAU.ED AT MIDSPAN OR 12"MAxmUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS SS IS COMPLETELY OPTIONAL. IfpJJJ"fit"� FLORIDA111111�� E on Hi Velocity urricane one 02017 RJECa,INC. 02017 EASTERN METAL SUPPLY.INC. �iCErrs •.%�;` BERTHA HVTT Accordion C# OOh System�0� A Ss ■A. IN RADE WWf R WKV.\M AE / / American Shutter Systems DES RP1101L DATE awvm aY: LC 't .!(' TTLLLT TESTING k ENGINEERING COMPANY Association. Inc. t OLA 15-085 7/27/1DAM- 07/27/17 \' 8339 NW,SBtn.SI.,51e.305,NTT.nN GARDENS.FLORA 3.116 - �� ph—:(30)471-law.Fix:(33)871-1531 4268 1Vestroods Drive 2 —DRAWING No ., "VI \lul- '+� 114 —.01:EB_UltetOD°alcam West Palm Beach, FL 33407 3 _S70NA�,*Vg"t0" wALo A.°mtfr'J,P.E. 17-107 rr FLORIDA U°.A"157 9 SHEET P.E. SEQSlffffAYURE/DATE s 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE OLOCIS 1/4'0-20x3/4'S.S. REQUIRED POURED � CONCRETE StJELT 13) CONCRETE ANCHORS MACHIIJE SCREWS [ONLRETE RED UIREO � -� REFR.'IR£ID , / (SEE SCHEDULE ON CUTS/O♦12'D.C. / CONCRETE ANCHORS ,/ / ,7 ,8 ESSrO�E(SEE UaUNmrO SON SIEEI 7) ! /^' SHEET 13) (SEE SCHEDULE ON SHEET 13) : ` ,1 Li1a. _I/4"o-2Ox3/4'S.S. 12 GRC14 i ! i i�ry=/-- EO MACHIN£SCREWS > USING 1/4•-20 NUTS 1 O 12'O.C. / F/ ,• f � O / t / _ 13 aR 15 / / _ ,3 OR 1$ 250' E.0,o I / / .250'MOx. --r-^ . / E D.` ' f� f' fti I 1 .250'Mace. i�D.�i� _1 Mox. OPTIONAL !IPTIONAL M7i sPtPJ4`Ti i i lAJN.5EPA4Ari0N TO'GVSS s S'C'0019�EEt !t EX1sNNG_,1----- 1 :s R]R IE dF�)Aw 1 OR GL.i55 (SEE SCI•EDULE ON SHEET ti} e J EXSLJ6rC 0L{1itT �ae9 r s MIN.SEPARATION TO GLASS ) I' GSf,SS---y '"(SEE SCHEDULE ON SNEEr Ii) I s EwGSDN ^ }iV WALL HEADER INSTALLATION A SIV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO CLASS FxGL"JC - (SEE SCHEDULE ON SHEET I1} , GLASS--i Yti sFxAAKri 1 OR ' t i 1 EX15RN0_, To CA% 1 1 MIN.SEPARATION TO GLASS GLASS i 1t im 0�cY i (SEE SCHEDULE ON SHEET II) 0 � Ex15nNc aPrlonaL I ( t �' i i 1/4'Max. ,.}.. >/ f e< oPTicUAL .'�,. .�--"-- Q OR1J.0 ;E.,-LLE/ ./,. r„ �__/ 1/4.0-20x3/4'S5. Mi ,20814 /'" PHILLIPS TRUSS HEAD I ,/ / ! 1/40-20x3/4'SS.PH:WPS - L_TRUSS.HEAD LLACJJINE SCREWS E EO-- / / CONCRETE ANCHQRS f,.• r ! MACHINE$CREWS USING `_CQNCF`ETE ANCHORS ; ' /` % i'•,J 1/4'-2o NUTS O 12-O.C. SHE(SESCHEDULE ON rJJ,J4'-2o NIRS O ,z'o.c, / POURED CONCRETE SHEET 13) CSEE SCHEDULE ON SHEET 13) ./ ROR EQUIRED MOCK OR CO XR " ' t.// / r L!!-ORS WALL REaJJ.M (gHV WALL SILL INSTALLATION �! (SEE SCHEOVLE ON FO HV WALL SILL INSTQJLLATI0N POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION LJOTE FOR CeLeT1ARCN CF,l-ccnays: INSTALLATION DETAILS W/ I-SEE SHEET 4 TaR TtPVt-SHUTTER E D. a EDGE DISTANCE �SEE L6ArrATiONS OF LSE rGRHV BLADE 2 4tNAY TO ECTI UAY AN BELAT U--4`13 ASSEVELY (SEe SPECIRCATTONS Oti SHEET i3) DE�ON SHEET 19 10 III P�1 TFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t •&) 4/« 02877 T111EC0,MC 02017 EASTERN METAL SUPPLY.INC. ,a '��� NS '' a BERTHA N Rd A Accordion Shutter System /TIVEC0114 C. ." .S.A. Ku ISI AAE , w/az w/o rev WINDOW MXX Q 7It t1T TESTING 8 ENGINEERING COMPANY American Shutter Systems OLT 0`1101, VASE DRANte 81` LC ''•.<0 IDp`:' <c�'d`� 6393 NN.Je S.Ste. OS.YF6VA OWV]CS,FTOROA 3316 Association, Inc.' 1 DLA 15-885 7/27/1 OA7E 07/27/17 S N t� Ptxxx::(305)871-1330.Fax:(345)871-1531 4268 Westroods Drive 2 DRAWING No O 'r SLI .­a:U- r�Tlaot— West Palm Beach, FL 33407 3 17-107 ry_(07 '� /�tlt/ftterere' WALTER A.TgDT Jr.P.E. 4 n.ORMA UG j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 6 OF 20 CONCRETE ANCHORS I sErfum, 1 OR Q1 i r TO CONCRETE (SEE SCHEDULE ON SHEEP 73) 1 4i r'T EXISTING `'vu SD-Mx av r 1 REOtiRE'D EDGE OF 'SLAB IF ^n rot sAEC mwVD OLALSS-^-� .u.sa=.wnnx + �6L7 it) ' _ I ?l S!fE7 14 FOK i • 1//,'(r t"�---/•E.,D.ri'i`.` APPUCAELE E%tSRHG Q)BQ 7 r �ts¢sct�r.aC + • I 9 .' �+"f'r``//'/ `,✓/� r//rJfit;//// I ANCHOR EXISTING v �,f,i fi f j r�' i LOCATION i i r r a i i I i GLASS•" / i( r/ 1 3 r+ +r jflO.3/4'HEX WASHER HEAD I I r I• %�l/� I I / / j �. 11 OR 13 CR 15 31W ICN. TEK SCREWS O 12'O.C. i c}/f r t; + i/r,✓;//j EDGE OF BLAU CONCRETE ANCHORS r /Z/ '/,. - .1,'/ "f B `.j .f/,ri,!APPLICABLE LE ', 1 04— �. (SEE SCHEDULE ON SHEET 137 �', EQ : r/�. / / i ii rl \ r //r ` i r i I r / /'� r r / j i IIS Ji;./! / �•/,• JEDGE OF EX�ISTDIG`+"�"r++1 c�esam5#.e4ET 1 SALPAPBLI IF EDGE q 5LA8 EDGE OF CABLE At0. rr APPLICABLE F�LAT HEAD !r CONCRETE ANCHORSU / S IF POURED CONCRE.D. CONCRETE (SEE SCHEDULE ONSHEET 14) lo REQUIREDPOURED REgUIREO-4 9a0aa IF ou vw to OR C0t(CRETE FAHEAD CONCRETE ANCHORS REGUUWD {SEE SCHEDULE ON SHEET T4) t ' TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. �I HV FLOOR INSTALLATION t �HV WALK—OVER INSTALLATION OS�m FERESSLSH�Tt�G&FOR SPANS PER HV CEILING INSTALLATION EXlsnlic rc4 OP+Aatrtl t CONCRETE ANCHORS -uv�tt an ('1 (SEESHE SCL$7EDULE ON Ime�x T �pw r,) + I EXISTING t r100MC OGY CA 1/4.0 foAMEDSTGtG 5 ( FASTEIEAS TAPPER.AIIII'mw/ L7/4X'.vMT 1 3/4• CI.Oem,'T T aE61G� Guyr (`ImwcGmOAK OSFS I i G I 1 .I -ti Lax SJ�Vtx« rrJ ' or-FCR up to 6-D•SPAY AND I 4"O.C.FCR SPN+G EAPM TION I I 7/4' r 1 •fid u To -0fl6TVAR f�6JBY � CrYP 1 �7 t 1+ 10ta 1(� TEK SCREY/S ! ` / ' D'r i1 TFOR LRaTAiXItaL 1/2- 8 i I D.r WASHER HEX E,,.DTri r, ii 1 l , r 3 t, i t 4 I t rnritR.SWSJR•-�`"� t LAN 3 OR 15 ++ WAStEER HEAD ! t K_/z O 12.O.C. , r� // 8 J14-/4" fCJl H.EA'J_J _ / r / IiI1/4•o-20.J/a•sOS / 7_SF.tt SCRs^�b 9.O.C. , ' J ®74x3/4'S.D-S. . /'-_�-_ , ,, 1/4' ;, jf. 1AseG 1pb-zo"UIS OR t/4'a-20 5.5.N.S. 1 (SEE SCHEDULE OANCHORS T/ 6 + 7 [- / 0 H'a.C. - tdaz L' r.�: ,-, f j' a SY O.C. rf/tAJr C 9'O.C. (SEE SCHEDL LE OH r j SHEET 14) �DKisRr7G NON 5[RUOtUrW. T@-1& !/2' 'F'1" /`/ 17 16 WALL (0000RA 2.OD'`161". TRIM TNE �j; ,� r' ./ I' i ! .r f / ry �E F 1 �'//r/•// pt4:s/4'F.H.S.D.S_ MITI E.O. 'LL,i "/ /f fL coHGRErE ANCHORS "DTE 1130) moi•` / L NorE t e • Reow.:c0t°""`�TE ' /• / I�,-----ED.' f r'OURe'0 CONCRETE (SEE SCHEDULE ON ON SIM 1 POUREO CONC ON SHEET t ) OR CONCRETE SL(XX SHEET 14) OR CONCRETE BLOCK REOUIRc-D REQUIRED MQ j( YSTONE MOUNTING lNSTALLATidN �a K HV WALL FLOOR INSTALLATION �L HV WALL WALT(—OVER INSTALLATION UWE SIWTTM SP„t a��'I' '2°" Tr"RED (3J HV RAINGUARD INSTALLATION t RM t THIS N SHALL I'ME FOR r pu. •:ATTSTf rCF HammS; r E.DEDGE D'STANCE ROWYABLE YtiENPERFORBUEEO •" ADJACENT TO AN OPERABLE EXIT ♦ SIE Ll'JRATONS OF USE FOR J_SEE SPEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATK)NS ON SHEET 13) OR ENTRANCE BLADE DON SHEET iB INSTALLATION DETAILS WZ (I HV BLADE IN ANY WAY T SECTIONS CAt4 BE COUBINT:D t JLJ A. 7t �,. FLORIDA BUILDING CODE(Hon High Veloctt Hurricane Zone` tF3 ANY WAY TO 51TTi A.LY eLSTAt1ATi0ti i 19 )' fitNS,� '' ���, 02017 Ml=.INC. X2017 EASTERN METAL SUPPLY,INC.F''^• BERTHA HVTN �' Assa * /177MMCO im ,. ,� Accordion Shutter System 11,v 1#ADE#t w/OR w/Ta 1tu Moow 6tADE �prrx TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N v0spumox DATE DRAh1t eY: L.C. O ,t��"}' Q Association, Inc. 1 OLD 7S-Oa5 7/27/T DATE: 07/27/12 A` 4y 1, GM5 U.B.Jath.SL.Ste.Jos.Y.RGM CA006,ACROA 3710 p 1 4266 Westroads Drive 2 'i7,.........1Plwna:(JOS)-03:SIO.Eer:(JOS)871-1531 DRAWING Na ( 07,4 c-m0E9-0 ao60oCcom West Palm Beach, FL 33407 s jON ' E9.TMA 4 17--107 P�'� pit+++tt WALTER A TRLST 2r.P.E. P.E. SEAL/SIGNATURE/DATE noRTv uc.!4a,s7 s SHEET7 OF 20 SEE END WALL CON0 0 SHEETS 10 IS SEE,NOTES ON LOCxu1G RODS Q,W LOM®or Q ouT HTtx , IN f- INSTALLATIONS Wf 1 HV x'* IL�RACKDETA.LOM 5Vun�All ( EXISTING GLASS BLADE W HV CENTERMATES CENTERVA7ES APPLICATION WITH R1ADE0 { i(�a«�® ®• 7Q°"`®�°'10 '�°° QR SEE END WALL.CONNECTION. I �:l�L"l.Q� EXISTING GLASS ON S --------_.---- ---- - - t_--� - -_ — _ _———————— _ _� :-,XVKI/6••o•- I $�•®�®•�w19+�5 3I/4' 7' (6061-"6 Alum uuu. OPPOSING SYMMETRYCAL ANGLE W/(x)T/so 7,F'CAN t/z' -@-@ A14CHOIIS TO CONCFETE GE T MA ES CENTER MA MN.SEPARATION IT0P/6OTTDIe)Fi , JIN3/a-s.MS.a 12• �r� r ��--yy,, � TO GvsS (4)870x1/2'S.M-&TO TUBE O.C.FULL IENCHT. W V ..vv.. Or 4y/ HV LOCK TG41 Or_ AT EACH Ar tT+� 35 IN �� 3 {ON SHEETSHui) I - --------- - -- -- -- - ------ -- --- ----- --- -_--- 1/ 1' ,/2. ',,/ - ,, /nom' 3 (•)•,T NVF �°"� ©•��® '° .p� L a HVB ��1y /c�OUT] as HVc t0•���•� �/�'1•�� HVA ©OR�L�°QC7`O°q�✓ 10 `�� EXSDTtG GLASS rPOURED CONCRETE OR �6 •(,7 '�a�•V`( �t 10—� °��•kJa+�+��— �————_, i R�E{tGRETE EttQCLS WALL oOsnNG`Q'Q Q O Q ) SYMMETRICAL * I N �} 0)-�� o--9 MIN.S3aRAnaN �GLASS B ��Ba®•®P•19•�5�� N "7 CENTERMATES* 6 �tS• 1�Sff+t�•�SoRB •�7cA {SEESGH�mUIE I ------- LT`�'J W/ Ny LOC_�16 ioR) 8O•�$c+1�9.1�3°°�.�$ ONStHEEr 1T) I / i MIN.SEPARATtON TO GLASS I N OPTIC" `v { {SEE SCHEDULE , OTt SHEET T t) {tNTEr84R) . —_'- ___.—_ _ _—_ _—_---- C/oncmaur " � _ 5 ANCHORS® . — — -- t 1 15 O.C. . '�--- - - oA � * 3 VARIES ;ci C7 /J) 3 OUT 6 1/2•VAX.sLAat * (WERIOR) HVE HVF** HVD ouT iHiHFHNu� �,�i n FLDft(DA BUILDING CODE(Hon High Velocity Hurricane Zone 'i• 012017 EASTERN UEM SUPPLY.INC. `` T+ . INS•' S 02017 T6.TECO.INC. � C ✓F .9; BERTHA HVTM T E C Q• ■ ■A Accordion. Shutter System 11 L Q Ergo. ■ KV SLAM#, W/OR W/o KV.wiMW MADE •: A bI<� TILUT TESUNG k ENGINEERING COMPANY Amer Shutter Sysfems Ey OcscwPnON ttAtc DRAWN er: LC fi Q, ASsoctafTon, Inc. I OLD Ts-CSS 7/z7/rl DAr. 07/27/17 .11 N.W.36"'SL.Sm,305.VXMIA G&MM n)6aA 331! �: '•. 426Vestroads Drive DRAVANG No IR L HII,Tt rWiL 7'SoLcmn West Poim 6eoah. FL 33407 a,PX 17-1❑7 �• .ri nq'' FLORIDA Lk.1 44167 5 SHEET P-E. SEAL�SIGNATURE/DATE 6 8 OF 20 L EBNA E INSTALL ATION W HV "T" LOCK 4 HV MALEZFEMALE "T" LOCKS CE TE M TES 8 ( 9 & LOCKERS Wj 1 HV BLADE $EE„�ND ONNECTION DETAILS ON SHEETS 10 A IS INSTALLATION IHV BLADE oUT !N f MADE®6u«MIAL x+r.=CAM CM S. Wj HD CENTERMATES AS WrU.AS IZVER�AAL RDAM'0&UDE0 OErM.H0D-NVD. �J'•�m 044CArED oN Tws StMr.UkY 6E USED 1YRN nAS ALYERNAl I t0.6m®•6-0. m c SrAxEAme Aa nc x�rs s$Er. DETAILS ON SHESEE END CONNECTION TS x k 18 i ®•o-®m®•o•�m 0'®m0@•81"O`®m 4-4 (ams-TD Awa? VAA35 5 x are• m11 (OPUDUAAL) 4* (ovnoxa) ` L----_---,.._---_-.---------------.,..____-_..__,.---_-_---. _.-_- .»_-.-- (-141 a n I JIN3/4-FlSaM-L0 12- 7e !N (t)xx {N (q N.v. \✓1 ,u,,t➢.n w+ 5 3 30 LOC"T' PMS t PMS pi ) 7 .• PL s MP,) la 1i Ll \ yy• 1 47- - • L — - ------------- - — - — — — .-- f+l .k• _ -- " l 5 1 2 29 1 x sra- 3 oUT 31 oR 2 3 3i oR3�1 31 oR® 3S 31 oa32 2 1/4 0-20 x 1 1/2" S.S.M.S. ° 35* (DPnWAO *SEE NOTE 6 FOR W L=@. W/ 7/8"A x 3/32" WINGNUT. (DB-HVB AUT G- VC -T-Loox m+SIM S. * SYMMETRICAL D CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES ¢ LOC -TERM) fi�D.AA AUR1xRM HVG* Wt� LOCK (EXTERIOR) W1 Q! L K (INTERIOR) (20,4-TS AUM 11R2 ex ELp=s 7'wAs 4w.Pru/Ct20. 10 O1�m�•t�m�.1�s a AS YrtARAORRED aY RIDEL CLOW 67054 OR EOUAL e•�'•® �m�•®m® _-- _—----------- _---. m msrcu Atosgll&loQ sttxx w.Ilan 1 ecnmma RaAlgO&ADVO Off"NDD-KM s ,axD rar ALL cEe+l�Aza A•suADays aze�w>ff Et7 HDD—HYD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ' •'``�c `-. ~'� 02017 TMECO,IND. Ct02017 EASTM UEFAL SUPPLY,IND. 4' C S�'•:`'?'`� BERTHA HVA.( A Accordion Shutter System ��. E C 4 �Nz. ■ s ■ . H.V aADE#1 w/OR W/O RV WINDOW MADE American Shutter Systems .R DESCRumols DATE DRAWN BY. LQ I T(LLFT TE511NG& ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 z7/1 DATE o7/z,/n • n ,1 6355 N.1V.361h.SE.M.SAS.VMM*AA CAFOEIIS.rLORW 1316 ik:'• 4288 Westroods Drive z P1:ena:(3o.) 'L53..Fox:(3D5)an-1511 DRAWING Na 'sJ�NAL-"Q%1t'`11 a D°e-WO6,et`°" west Palm Beach. FL 33407 17-107 ' .......... EV+ WALTER A TRUT 1r.P.E. P.E. SEAL/SIGNATURE/DATE noRroA ua)44167 s SHEET OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OUREO CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETEOR CONCRETE REQUIRED BLOCK WALL REQUIRED /V BLOCK WALL REQUIRED F CUSS BLOCK REQUIRED DUSTING C DUSTING GLASS 2 MIN[, EXISTING GLASS MIN IS 6 O.C.CONCRETE .40 GLASS OV,�DUSTD z 14N.SEPARAJKXJ ED/// ,AN.SE.ARATION 1 To GLASS(SEE RML SEPARATION Ej�h SMISDULE ON SKEET TO MASS(SEE - 11 FOR SAE(DAM • TO aim(SEE S66AUTCN SCHEDULE Or?SHEET 1/16.3 ON SIW 19:OR SCHWILE ON SKET TO MASS(SM MAX. 11 FOR RAMOAND (6063-76)Call,. DIADES pg(2) 11 FOR MADEDAND SCHEDULE ON SLEET ALUM.CLOSER SLOE k� ON SHEET 19 FOR MADES PLATE(LOCATE 1/2* SHEEr 19 FOR AT EITHER SIDE ml M\ 1/21-MIN. OF USE I' OR 2"MAX. jfIOx1/2-S.U.S. 010.1/2- (AS APPUCABLE)x2'xl/8'x0'-2" 0 16'O.C. 0 16 O.C. -—-—_— ALUMINUM CUP ANGLE CA ALLOY)AT MID; A S. To 2 (2)1/41 TAPCONS ANCHORS TO SEE DETAIL X FOJ' WALL AT I"D.C. (LOCATE AT SIDE C N ION 41 OR EITHER SIDE OF ;(I)OR @A EC .T' • eOR SEE DETAIL X FOR I OR @1 TO TRACKS SIDE CO?1NECTION I SEE DETAIL X FO 4 SIDE CONNECTION TO TRACKS 6- TO TRACK to. 0.0 0.&C-0- L @ END. CONNECTION-D @ END CONNECTION DETAIL 01 END CONNECTION DETAIL DETAIL(3) END CONNECTION DETAIL POURED CONCRETE OR EXISTING REQUIRED ONLY FOR SPANS GREATER 7WN 12'-0- ✓--E)aSTING GLASS CONCRETE BLOCK WALL r REQUIRED c;LASS 4 f ;2-S.M. -------------- SEPAP074w J110.1/2 �O '6/O_C_ ---------- TO GLASS(SEE a 16'/D.C. UN.SEPAROXIM 1-------> - CONCRETE < ------ '-@)CR@)OR@OR SOHEDLIE ON SH=- / TO CLASS(SEE > II FOR BLADE OAND CONCRETE /2"MIN. .. .... .4 .. / \i I" S09XKLE ON SLEET ON SEW Is FOR ANCHOR 0 @OR@OR(90R(a IES(D&9 12'O.C. ✓ 11 FOR MADE OA140 ------ CONCRETE OA is M ON SM I I ANCHOR ED fl)"N BLADES(D&0 L_____ - a 16' ✓ W4. OR@ O.C. L7 M 4 1/2"A"l 2"UIED N. CR(g)CR@OR SEE LIMITATIONS�O-F U�S-EFOR BLADE ON SHEET 19 @OR@CR(qOR(q0R@ VIEW 5 OR PLAN 1 OR POURED CONCRETE OR CONCRETE BLOCK WALLEND INSTALLATION REQUJREO TO 0- (Z HV BLADE OR 61) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL NECTION—DETAIL @ j1`• V- FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone,, OW17 TILMCO'INC. (92017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 11LIECOINCA Accordion Shutter System AmS.S.A. H.V. MADE#1 W/OR W10 KV.WNDW MADE American Shutter Systems LLIT TESTING & ENGINEERING COMPANY TEV.N, 4 TI DESOMPIRON DATE I By- 11RAW.—Lr- eaSS N.W.36M SL,Sb,ZD-%VRMM 0AI-40.--FLOFMk 3316f Association, Inc. 1 CU) 15-OSS DATE, 07/27/17 ho.. (305)871-1530.F—:(305)971-I531 4268 Westroods Deive 2 . .......... —.I. West Palm Beach, FL 33407 —3 DRAWING No ---'701VALE'k� .0" 08- 67fg ""Offlyw"t, WALTER A.00`TWT Jr.PP.E. 4 17-107 P.E. FLORIDA Lx0 44167 SF-AL/SIGNATURE/DATE 5 SHEET 5 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTERSPAN` -L+' OR -L-" MAXIMUM SHUTTER SPAN* 'L+" yWiMUM SHUTTER SPAN*"L+" �crALLn71oM LEGEND �� (ft.). POR INSTALLATIONS W/ MMETRICAL OR "t--" (ft.) FOR OR -L-- (ft.) INSTALLATIONS — — fAM® & or or INSTALLATIONS W/ w 5..,VMMETRICAL_CENTER, CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN Yt/ ONE N,V• LOCK or or 0r O'UR �® & W/ ONE HV LOCKS MANSORY L-: MAX A.S.O.DESIGN PRESSURE RATING, HO LOCK W/ NO LOCKING RODS or ONE HV LOCK ar or OR W/ NO LOCKING WALL A, B, C, D. E, M. N• 0. P. Q A.S.DESIGNOPR�LRE SPAN FOR GIVEN NEGATIVE CENTER MA4 280 29 W/ ONE W/ NO LOCKING RODS(5 ODS MOUNTING F, K & L R. S, &V. H�V'7" LOCK 30 W/TWO L K NG (SEE NOTES t.f) (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (VALID FOR tdOUWINCQ RODS 35 TOP& 8I tSSEE SHEET 7) FLOOR/CEILING G, H. I. 11, J T. U. 11 & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: a�BLEE CONCRETE&VIOW MOUNTING �OR(CRE7E-Ti IMODI a CONCRETE vruvul °D.DESI I .. IAna etAzarcu & M DETERMINE A E MAXIM A.S.D.DESIGN PRESSURE RATING, wP01 SURC ws.D.Drstt2e ws.o.m31a+ INSTALLATIONS DETFJiMINE UAXRAVM SPAN 'L+'FROM SCHEDULE PP6+,sux WALL MOUNTING FLOOR CEILING vPAZ*[ °�teDUllfCtG P`�� R=5 35'=uOlR.aetO aAtnc / Awtaca & RAMV 1 GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (oR T y uoUNTItG (.OR y n,gORJCEI1Nc teOL3rtINc f,�CA FLOW wLL UoWrta/c Irl DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L 4 (10 L-(fl} t+ (1y t^(tt) L+ (I) E-(13 L+ Ili} L-{s6 d MWOMUM SHUTTER aPptt 'L+•OR 1 FOR 30 OR LES 76'-0' f6•-0' 16'-0' 76"-0' 30 i6'-O` t6'-0' 34 16'-0' 16'-6' INSTALLATIONS IWO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOVIABLE$PAN IS EQUAL TO THE 705 psf.AS.D.DESIGN PRESSURE RATING. N1dt IMUM DETERMINED SPAN SETWMA'L+'AND 'L- 35 1C-110' 14'-T0' 15-2' 16'-O` 35 114'-10" le-10- 35 15-2' I6•-10- 40 13'-10- 13'-10' 14'-2' 15'-2' 40 t3'-l0' 13'-f0' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1' 13'-1- 18-4' 14'-3' 45 i3'-1' iS-t' 45 113-4' 14'-3" 't' HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS I7 SEMEN WALL MOUNTINGS 50 12-5' 12'-5' 12'-8' 13'-T 5q t2'-5' 12'-5' S0 t2'-3' 13'-1` MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUMTING6: 55 S1'-70` "'-T0" 12'-1' 12'-11` 55 tt'-10' Il'-l0' 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY GONDTt707 92 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 U-4' if'-4' 11`-7' 12'-4' 60 11'-4' 11'-4' 60 10`-2' 10'-11' NOTE B5,SHEET S. RATING: - t+ MAX. INE- 65 10'-10' 10'-10' it'-1' 11'-11' 65 i0'-IO' f0'-10` 65 9'-5' TO'-1' LM L++= SPAN FOR WALL MOUNTING INSTALIATTONS, Ls+=MAX.SPAN FOR FLOOR 8'-9" 9-4' 70 14'-6' t0'-6" f0'-9' 111'-5- 70 t0'-6" 110'-6' 70 /G£1F.tNG ff.GUIfiNG 75 10'-I- 1D•-1' 10'-4' 11'-1' 75 10'-I' 10'-1' 1 75 8'-9' t•t•EXCFPT THAT MAXIMUM SHUTTER INSTALLATIONS, W-10" SO'-o' 10'-9- so W-t0" 9'-t0" SPAN'L+'OR'L­'AND MA)MIUM ASA,DES= FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 65 1 9'-6- 9'-6' 9•-9- 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: go 9'-3- 9'-S 9'-5' To'-1' 90 9'-3` 9'-3- OR CONCRETE BLOCK SNAIL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. g5 g.-O. a' 9' 9`-2' 9'-10' 95 9'-0' 8'-9' LIMITED TO +64,-72 P.s.f. AND 8'-0" SPAN, SEE La-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' $7-4- W-0' W-7` 100 W-9' 8'-4' MOUNTING M)ON SHEET 7. INSTALLATIONS, 105S'-7' Y-11' V-9' 9'-a- 105 8'-7" JIG $'-4- 7'-T 8'-Y 9'-2' t 110 8'-4' 7'-7' FINAL MAXIMUM ALLOIIASLE SPAN IS EQUAL TO THE 115 8'-2- 7--3- 6'-4- 8'-i1' 115 8'-2' Y-3- SEPARATION TQ GLASS SCHEDULE MINIMUM BETWEEN 'U+-. 'L2+•, 'Lt-'AND'ta-- 120 8'-0- W-11' 8'-r a'-9' 120 a,_O` 6'-t1' (4) GO TO ANCHOR SCHEDULE LATH FINAL MAXIMUM 125 7'-10' 6-8- 8'-0- 8'-5' 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 -8' V-5' Y-10' 8'-l' 130 7'-8- 6'-5' WIND ZONE PRESSURE RATING fi0 DETERMINE MAXIMUM ANCHOR Y 135 Y-7' W-2- 7'-9' 7'-9' 135 7'-7' 6'-2" MINIMUM SPAGNG. 140 r-s• w_w Y-7- 7-6- 140 7'-5' W-11, ASTM E-1996 SEPARATION 145 Y-3- 5'-9' Y-5' T-3' 145 7'-3' S'-9` TO GLASS ISO 7'-r 5'-7. 7•-4- 7'-0' ISO Y-2' s'-T 155 Y-o' 5'-s 7'-2' 6'-9' 155 7'-0' S-5' 1 THRU 3 T" E200 6'-11- 5'-2- Y-1' 6•-7- 160 6'-11" 5'-2• S-TO- 5-1' Y-0' 6'-4- 165 6'-10' S•-T" 6'-9• a-11' 6'-1Y 6'-2- 170 5-9' 4'-11' 6!_r 4•-9' 6'-9' 6'-0' t75 6'-r 4'-9' 1 W-6' 4'-8' 6'-a- 5-10- ISO 6'-6- 4'-8" [ H V B LA Q E 6'-5` 4-66-J 5-8185 6'-5' 4'-6' 4'-5' 6'-G' S'-6' 190 6-4' 4-6'-3' 4-36-5S-51956'-2' 4'-2' 6'-4S-3200 6'-1' 4'-1' -3' S'-t` 205 6'-T' ,47 "'.y FLORIDA BUILDING CODE(Non Nigh Velocity Nurricone Zone' r ',L 02017 TINECO,um 02017 EASTERN METAL SUPPLY,INC. GEN3FBERTHA HV I. MO ` ASSAt"I AT !�� _ w Accordion Shutter System * >t * H.V. RADE#1 W/OR W/O H.V.WINDOW BLADE Americon Shutter Systems 0.-14. DESCRIPTHIN DAZE OBmv er:Murar Gk TILLT TESTING & ENGINEERING COMPANY / / > Association, Inc. + OLD 15-085 /27/1 raTE m z7 n l w.".se.see ws.na2rnA cNma s rtoaw 311 Ptmee (305)971-1530.F 426$ Westroods Drive 2 DRAWING No : Fm'.(305)871-115}7 SI/y e—1:0itetoOooxC West Potm Beach, FL 33407 3 17-1Q7 01014A4"L WALTERA.TiLLIT1 Jr.RE 4 .'` FLOFMA Uc.#"167 5 SHEET P.E. SEAE%SiGt>V(TURE/DATE s 41 OF 20 :111 ':i- :1. :�. _ .:: '•.. . ,• .11. �/' • •: h.. :a1 •' •� :il _ a�omm�md mm moeimm�a � m®m000OMIMMd ommo i 01�ID[>•ODOO RlmmIDiL1QO""m....... 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SCHEDULE FORS GNEN�(AX,_MET1 3 SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS.POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ecn n m4C er1PRESS( RAT(T,G 0.80 A CORRESPONDING MOITNG TYPc^FnR rONCRETF OR CONCRETE RIO(1(NgALLATM (SEE NDut1DNGS E.G.&N ON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL 8£AS FOLLOWS - (Ur CONCREWCOMCRETE BLOCK POURED coc"S E (A) TO EXISTING POURED CONCRETE;(16M re-3 Eat} uaouuu E MALL SILL MOUNTING G CEILING MOUNTING OFLOGR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVA14CZD THREADFORLI TECHNOLOGY ANCHORS.AS LW(UFACTURED BY LT.W.BUILDER. (Min.rc=3 1y1 SPAN Q O ANCHORS SPACING LEGEND - i/4"o.3/4"ALL POUNIS SCUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.I'c=3'et) (R) fF3NAN FFLUtE .wr a AS0 tFSI V I Ot hS PfS39AE Firt4 Lm9f&1ffJim&FRL[�.E FATAL TAPCON OR - 1 J4•p t3LUE TAP CONCRETE ANCHORS W/CAP AS Ml%WACTURED 6Y FLORIDA FASTENERS DIRECT.INC.(Min.re-2 i i) 30 40 19) 75 In 120 its 205 30140180 75 90 120 160 205 30 40 60 75 9O 120 160 205 TAPCOH MTN ADVANCED 1/4"0 TAPPER4 ANCHORS AS MANUFACTURED 61'POWERS FASTEt1ERS,INC.,AND 015WITH TH BY ALL POINTS SCREW,BOLT A SPECIALTY i4 12 To 9 B 8 6 sS 1s lz to 9 $ $ 6 6 7s 12 19 L 9 $ 8 6 $ iNREADFTYiOd 7£N;F{WtOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORITID VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 35-U• 14 12 10 9 8 8 6 6 14 5 o 9 8 B 6 6 14 12 10 9 8 $ 8 6 (LOn./•e c 3 YIIi} ALL P0.'�RS SCUD-SET GR 14 t2 t0 4 8 8 6 6 14 12 i0 9 $ 8 6 6 14 12 10 9 8 8 S 5 BLUE TAP YJ/CAP NOTES; [14 t2 t0 9 a 8 G 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 TAPPER+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAA%IN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER* t2 t0 9 0 7 SS 34 14 12 10 9 8 6 6 6 t4 12 10 9 8 $ 6 5 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-U" 12 t0. 9 B 8 6 6 t4 t2 r0 9 B 8 6 8 /4 12 10 9 $ 8 6 55 t2 /0 9 $ $ 6 { 1i t2 l0 9 8 8 e 4S t4 12 t0 9 8 6 4 3S A2)MINIMUM EMBEDMENT OF 1/4'0 z 3/4"ALL PWHTS SOUO-SET ANCHORS SHALL BE 7/6"INTO THE POURED CONCRETE.NO EMBEDMENT t2iD9 8 8 6 4.5 14 12 id 4 8 8 S 53 t 12 i0 9 8 B 6 4.5 INFO STUCCO SHALL BE PERMITED.1/tP-20 SS.MACHINE SCREW USED SHALL BE 1 1/2COtNG 1HNIMUU SHOUll7 STUCCO • USE 12 t0 8 73 5.5 33 - 14 12 10 9 B B 6 5 14 12 10 9 $ 75 £LOST,AND I•MINIMUM FOR WALLS WITH N'0 STUCCO. 12 t0 9 8 8 6 6 14 12 10 9 a 8 6 53 14 12 t0 9 a !8 6 45 81AOE t9 12 10 9 9 7 4 - I4 12 16 9 8 65 5 35 14 12 10 8 6S S 35 3 A.3)IN CASE THAT PRECAST STOVE•PRECAST MITRETE PANELS.PAVERS OR ANY VEIIEER TTc FOUND ON THE EXISTING TV OR FLOOR, 12 t0 9 0 77 43 - 14 t2 10 9 a 8 5 45 14 12 10 9 $ e 7S S ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAI-11 STRICTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t2 93 73 83 45 - - 14 72 10 9 6 75 55 4 14 12 10 t 9 8 6 4s 3S NOTES A. &A2)ASOVE.FOR BNSr"j.,TION3 CN VOM SIO7NG OR EIFS 78TH OR TWENDUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 B 8 6 - 14 72 10 9 8 8 6 5 14 12 t0 B 8 6.5 5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SLtEET 20. 6�-0 14 ST 10 9 75 5$ 3 - 14 12 10 IAS 7 55 i 3 to 12 6 8.5 55 f 3 - 14 12 f0 9 8 6 - - 14 12 10 9 8 85 S 75 14 12 10 8S 8 5 4 - (8) TO HOSTING CONCRETE BLOCK:(VADA C-9p} 74 12 8 65 " 3 - - 14 12 10 9 6 6.9 43 35 14 12 t0 e 7 5 3.5 3 - 1/4"0 TAPCON L pOWSTAPOON WITH ADVANCED TRS...ADFO IS TECHNOLOGY OGY ANCHORS,AS MANEW,BOUT&S BY LT.W.SUILDECOMPANY. 12 i0 9 8 $ - 14 12 10 9 8 7 5 4 14 l2 10 9 73 1J4"0 z 3/4"ALL PO0N1S SCUD-SET AltIXNORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY C04UPANY. 7'-0• 14 12 10 8 6S 4 - - 14 12 9 75 6 4.5 33 - 14 AS 7 55 45 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 tO 8S 7 4 - - 14 12 10 9 IS S.S 4 - S4 t2 i 9 7 7.5 a5 - - - 114'0 TA>PER+ANCNCRS AS MANUFACTURED TTY POWERS FASTENERS.DNC.•AND DISTRIBUTEE/BY ALL POINTS SCREW,BOLT&SPECIALT( COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOMIED VEIDOR REGISTERED WITH THE At.IERICIV SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 55 sS - 14 12 10 9 7.3 53 4 - 14 1T 9 7 6 43 3 - 8._O. 14 12 t0 9 a $5 - - 14 12 10 9 8 6 4 - l4 72 10 B 63 5 33 - NOTES: /4 12 8.S 7 53 3 - - 14 12 8 85 55 4 3 - 12S 9.5 a 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W1 CAP ANCHORS AND TAPPER}ANCHORS IS 1 1/4"AND TAPCON 14 12 95 TS 6 - 14 t2 93 $ 63 5 as 4 - - WITH ADVANCED THRFAOFORM TECHNOLOGY ANCHORS IS 1'. 1$ 43 63 s 35 - - - 14 12 10 8 ILS 5 - - 14 12 8 6 5 4 - 9.-U. 14 12 f0 9 B - - - 14 12 10 9 7S a3 - - 14 12 ILS 7 &S 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"0 z 3/4"ALL POINTS SOUO-SEr ANCHORS SHALL BE ENTIRELY EMB_ODED INTO THE CONCRETE BLOCK NO 14 25 T5 6 4 - - - W it 7 SS 5 33 - - Si a 55 4S 3.5 - - EMBEDMENT INTO STUCCO SHALT.BE PELUMED. 1/4'0-20 S.S.MACHINE SCREW USED SIRALU,BE t I/2•LONG LIt1tMUM SHOULD STUCCO 14 12 8 65 43 - - 14 12 BS 7 3.6 4 - - 14 05 7 S3 8 45 - - EXIST.AND I'MINIMUM FOR WALLS TATH NO STUCCO. 13 85 55 4 - - - - 14 12 9 7 8 4.S - - 1< 11 7 55 43 33 - I< t2 10 4 TS - - - l4 12 10 8 6.5 s - -- SS 1Z 8 B 5 < - - 8.3)IN CASE THAT PRECAST STGN�PRECAST CONCRETE PANES.PAYERS OR Arty VENEER 6£FOUND ON THE E105TING WALL OR FLOOR. tU [4 UOS 7 S 35 - - - 13 95 83 5 4 3 - - td 73 S 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE LJATN STRUCTURE BEHIND SAID WALL F6NISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 ti 77 5.5 - - - - 14 9.5- 9 5 5 < - - 2S 95 5 5 4 4 - - NOTES 8.t)&B2)ABOVE FOR OTSTALLATTtM ON VINYL SOUG OR EFS WITH OR WTINOUT METAL STUDS CONSULT THIS ENGINEER. 103 8 5 1- - - 14 112 B 65 55 4 - - t3 t0 63 5 4 3 - - FOR 1NSTAt1ATON INTO EFS W1Ik1 METAL STUDS s"'E SHEET 20. IT•-O" 14 72 to - - - 14 12 9 7 6 4.5 - - 14 0.5 7 53 4S 33 - - (C) ANCHORS SHALL BE INSTALLED rGLURa t;ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S UANUFACTURER. y$q5 5 12 9 8 4S 4 3 - - 8 7 4S 3.5 3 - - 4 10 7 - _ _ _ t4 103 7 5.5 45 - - - ft 3 8S SS 43 7$ - - - (o) SSE SCHEDULE BELOW FOR EDGE DISTANCE(E-D)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 C5 ^ - - - - 14 11.5 7.5 6 5 - - - 12 9 S 43 4 - - - u t2 16 - - - 14 12 8 85 S3 - - - 13 Td 65 5 4 - - EDGE DISTANCE VERSUS SPACINSCHEDULE FOR ANCHORS: I2-G•113 83<5 - - - - it 8 5S < 33 - - - B 6 < J - - MA70AtUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTASG_5 INDICATED BELaW,FOR E D.LESS 11MIl THE INDICATED.REDUCE ANCHOR SPACING 13 95 &s 5 4 - - - 1O5 8 S 4 - - - - BY Mi1LTFLYING SPACING SHI YN OUR SCHEDULE BY THE FOlIAYAHG(ACTORS, 9 6.5 - - x4 105 7 5.5 <S - - - It tss SS a3 33 - - - REDUCED SPACING OBTAINED LI9NC FACTOR SHALL NOT EE LESS THAUt MINIMUM SPACING INDICATED FOR EA04 ANCHOR TYPE. N 12 - - - - 14 tt3 7.5 6 5 - - - 12 9 6 45 4 - - - FACTOR 13•-D"toy e - - - - to 75 5 + 3 - - ^ 73 55 4 3 - - ACTUAL TAPCON WITH ADVANCED TAPPER+ its 63 - - - - ^ 12 9 6 45 4 - - - 93 7 5 4 - - - EDGE TAPCON ALL Pow SOLID SET GLUE TAP IN/CAP T HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - ^ 13 95 6.5 5 - - - - 103 75 5 4 - - - MAN,SPACING «,3' MIN.SPACING-3" UIN.SPACING-3 1/2• MON.SPAC1IIG=3" 3 3/4" 4" 14 12 - - - _ - 14 105 7 $5 - - - - It B.5 55 43 - POURED CONCRETE& POURED CONCRETE& POINTED CONCRETE& - - - Cl) BLADE W PaPFD 1X7NSTE7£ [ULN3fETE 803E POKED rtNUTSIT CMMrE MCK 10 7.5 - - - - - 9 7 43 35 - - - 7 S 35 3 CONCRETE BLOCS CONCRETE BLOCK CONCRETE BLOCK 113 $ rl 8 53 Z5 - - - 9 e.s is - - - - e HV WINDOW RLN£R«3 1/2'MIL En•2 1/Y Ict EA.3 112•ILY.EG.2111' I BL TCL RETE / OJL ED.•3' 7,5 - - - - - - - 12 9 6 - - - - - 93 7 4.5 - - - - 3" tO O.90 1.0 0.78 1.0 0.84 lO 1s-D' " - - - - - - - , 10 6s - - - - - ta5 6 5 - - - - - BLADE WORKING z 1/z• - DBT 1.0 0.67 lA 9 - - - - - - 8.5 63 4 - - - - &515 3 - - - - IN UNISON ♦ - 10 - - 105 6 s - - - 8.5 6 4 - - - - 2" - 0.71 - 051 7 - - - - - 113 tL5 Ss - - - - 9 85 45 - 1- - - - 1 314' - 0.91 - - - 0.43 - 16'-0" i4 _ _ - _ _ - 125 53 6 ^ _ _ - SO 75 5 1- - - g _ - 8 6 4 - - 6 <5 3 - 4S - - 95 7 3 ^ - - - - 8 6 4 - - - FLORIDA BUILDING CODE{Non-High Velocity Hurricane Zone s,il"OVEVA A. ty O24t7 TLTECO,INC, ' 02017 EASTERN METAL SUPPLY,INC. � .........., • BERTHA HVTM Ir A # O10y System Q, CO A: . =�■'L E -- Hv.I E 1 WW1 R WKV.WI t �,� T TLLLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,N =RIM" DATE DRAWN$r: LC. OF 6:55".36m.S4 Ste.IDS.%V10=GAROVS.FLORIDA 331 Association, Inc. t OLD 75-CBS 7127117 DATE: 07J27/I7 Yl Fe-:(305)871-1530.Far:(SO5)871-1531 4268 Westrodds Drive 2 DRAWING No ftjpp Fy +t +1 o maa ta«"e<a.com Hest Palm Beach, FL 33407 3 17-10.7 . jjltt''.. IliO ;,•'6("�+i 11 EB-0006719 < WALTER A TILLR Jr.P.C. V� N FLORIDA Lk.d 44167 5 SHEET P.E.-SEA AT(19E DATE 6 13 OF 20 z z >T a Zn 45 In C 0 9 CD I'm WU M ¢LLI w x 0 It In fn MMI D-X CZ! IL W[Z 135: ow w 'f IN-z IL o 02 _jQwo z q'II;�1 n ou)(,=) (n >3 ot.1 T c o In 0 (D w CL.2 xda 0.1 1 10, 1 1 uj ........... 45 ........... ... IVP IJIj 1n111 fill I ( t I 1 11 fit Mill IIIIIIII 1-1-9. . . , 11 IS, 01 V) Ito cl� I I I IN I ....m...... .. ............. Ise I--PPP 0.P P P m P P P P P P P m PI....0 0 w PPP.w 0.0 0 1 I.A.1 I I 1 I 1 1 1 $ N...NON. NO ... NTN NO N««. Dvv- m V Nt ::t:t:! ISO, MAXIMUM A.S.D. DESIGN PRESSURE RATING fo.ff.) AND CORRESPONDING MMIMUM ANCHOR SPACING (in.) SCHEDULE FOR A i TEN MAX, SHIER SPAN, NFRATNE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE NOU1mNG5 ON SHEETS 16& 17). L--J B '==zz T F;;;Z 1= SOUTHER PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 W�/MIN.0-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/MIN. G=0.43 W/MIN. G=0.36 PLYWOOD ASN G®0. t'lj W/MIN. G=0.43 W MIN. G=0.36 splel � WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTING'S B.O. WN.L UOUNRNGS B.O.WNl MOUNTINGS B.O. WALL MOUNTINGS M, N, O & R FLOOR MOUNTINGS L{, N. O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS P & Q 5&V 5&Y 5&v W& x W & x W & X ZOO IWAK Rose BU(0 u fOfl NJA:S II> BQW G'il 0351>QA.LC Birt aaL*(fiq Gamma=F1MK EM(00 um am TIStF:Im(,dl O=EBfS4FE .ox 6N1 ku ED 9=4 80w MG(0) 30 40 160 75 90 105 30 40 60 75 SO o5 34 40 6o75 Igo 65 3o Itol 60 Wleo 65 30 140 60 75 60 105 30 40 60 75 90 05.30 40 60 75 90 OS 30 40 60 75 90 05 30 T52 75 90 05 30 40 60 75 90 05 "-O`OR 12 10110 9 B 8 5 6 6 6 6 6 12 l0 t0 9 18 8 6 6 616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 8 5 4 4 4 3 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 4•-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 3 8 6 6 6 616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12112 12 12 12112.12 12 12 12 12 12 12 12 f2 12 12 10110 9 8 B 6 6 6 6 6 15.5112 10 10 9 8 8 6 6 616 6 5 12 10 10 9 8 7 6 6 8 6 6 5 6 5 4 4 4 3 12 12 72 12 12 t2 f2 12 t2 t2 12 i2 12 12 12 r0.` 6'-0` 12 10110 9 8 8S 6 6 6 615,514-5112 10 10 9 8 5 6 6 615.515 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1018.5 rZ tp ip 9 6.5 d 6 6 6 .5 4,5 4 12 10 10 9 5 3 6 6 6 5 4 SS 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 t2 12 12 t2 12 10. 12 12 12 OS 8.5 7.5 B'-O` 12 10 10 7S 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 S 5 3 12 10 10 4 - 6 6 5 .S .5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9•_p' 12 10 10 5 3S - 6 6 5.5 .5 3S 3 12 10 9 a - 6 6 4,5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3S- - 12 12 12 f2 12 M 12 1 9S 8.5 12 12 10 8 6.5 5.5 1W-W` 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 S 3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - - 12 12 12 12 1. 9.5 12 1 &5 .5 12 12 9 7 6 5 il'-W' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4S- - - 6 5S 3.5- - - 12 10 - - 6 5.5 4 - - - 6 5 - - 12 42 iZ 12 l0 8S 12 t2 12 9.5 8 7 12 12 8 6.5 5S 4,5 jisl�-ar 4` 12 10 4.5 - - - 6 6 4 - - 12 70 3S- - - 6 5 3.5- - - 12 70 - - - 8 5 3.5- - - 6 S - - - 12 12 12 t 9S 8 12 12 it $S 7 6 12 IS 7.5 6 5 4 0' i2 fp - - 6 6 - 12 10 - - - 6 4.5 - - - - /2 .S - - 6 4.5 12 12 12 0. 8.5 .5 f2 12 10 B 6S 55 12 4.5 7 .5 4.5 4 i2 TO - - 8 5.5 - - 12 T - - - - 5.5 4.5 - - - - i2 7 - - - 5.5 4.5-02 - _ - - 5 - - - - - r2 - - - - 5 12 - _ 6 - 5 - _ _ _ - ii. - - - (jj HV BLADE OR HV BLADE W/ (t�A HV WINDOW BLADE WORKING IN UNISON* -'c ♦SFE PAYS I TSE FOR OlAOEW "I I9 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFnT SHALL BE AS rOLLMM, &SUBSTRATE SHALL CONSTSt OF THE FOUDAIN6: -SOUTHERN PINE No.2 W/G-O."(NAS) -T/4'4 TAPCDN ANcKoR%AS 1GINUFAcnAw 8Y tLW.Suit )C Yr/u2nurY E06EGYEt1T AS EAimcmEO AT -DOUGLAS FIR W/G>050(NAS) EACH SECTION ON SHEETS 16&17. -SPRUCE P01E FIR NORM W/G-0.43(NDS.) IXCEPIION:SEE NOTE 2 6ELOM -SPRUCE PINE FIR SOUrd W/6.0.36(NAS,) -YIN.1/2'CDX PLYWOOD(1988 APA) 2 ANCHORS To HOLLOW COMNG SNAIL.BE AS PER LIM-MNG TYPE U,SHEET 17 AND SHALL COTi9LST OF LAG SCREWS AS PER NOS 2015 SPFS01CATn r- 4-ANCHORS SHALL BE UISFALLED FOIt.GWINO ALL OF THE RECOl1JAENDA0ONS AND SPECIFICATIONS OF THE ANCHOR'S YWWACTUROL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 17t+iP1. 02017••, if..... I 02017 MTECO,INC. 2017 EASTERN METAL SUPPLY,INC. '\,GEN.3 BERTHA HVTM AS A Accordion Shutter System s >• Hv 0-ADE#t w/OR w/o KV.wTrmDw BLa>3E TILLIT TESTING ENGINEERING COMPANY American Shutter SystemsDESCRIPTION DATE ORAWN BY: LQ �s.. Association, Inc. I ow 15-065 7/27/1 DATE: 07/27/17 4355 N.6.340.s;sm.saa�.n-G(3135)8WWI&1-153XRJCA 37,e 4268 Westroods Drive 2 DRAWING No T� -�-• t P1une:(3OsT671-1530.Fas a{3Os}671-1Ss1 V "1 a moa:6lec0000uom West Palm Beach, FL 33407 s " 17-107 ~=��QNAt Et'" WALTER T718�P.E. 4 1j4i FLORIDA Tic.1 44167 5 SHEET P.E. SEdLj`3tPrNArUREfDAIE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & a_HV♦ BLADES AS APPLICABLE X. SHUTTER SPAN + OR L— FOR INSTALLATIONS i T WOOD WIT HV SLADE 1 ONLY SHALL WALL FINISH RE LIMITED TO 105.0 Rpf. A.S.D. DESIGN PRESSURE RATING. SEE SHEEJ 19SHE FOR MAX SPAN & 4 1/4-0TAS+OR A.S D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON W'ATH ADVANCED "'-° r THREADFORM TECHNOLOGY yi 1/4"0 TAPCON OR ! !J2"Min.PENETRATION .. TAPCON WITH ADVANCED THREADFORLI TECHNOLOGY Ok THREADED AREA TO •L 2'Min.PENETRATION OE THREADED AREA TO EXISTING t WL:T'ARAE N EXISTING WOOD HEADER. ADER.(SEE SCHEDULE E ON SHEET t5) D W GLASS;(� (SEE SCHEDULE ON SWET 15} I; 1/4'0-20x3/4"5.5.MACHINE SOfOIAE 5Trgf i OR t l � 1/ t7 e t B scRFWs wf 1/4'-2D NUTS cT oN !s $ x, ®12'O.C.�gt`Min. EXISTING t 13A17ES O a p X ' \ a cuss--b EJn t YtALL aR1 `n tt s'+ FINISH I 1 li"'OPIIGNAL !; \ :•��'� = EXISTING MIN. 1 — f..J FINISH /fit s OR i a"xa-WODD t OR + lJ t� EwsswG lam, ° HEADER REQUIRED ' HEADER-REOGUWED _ t, 1j'd TAPCON OR TAPCON WITH ADVANCED G I _ X11 1 '�" —THREADFORM TECHNOLOGY Ytl t !f2' EXlSfi7G TD OAW(SEE SEPARADMI I qq(7qq ( ( i + 1 �I� (� •� EXISTING W. PENETRATION O DOHFAOti0.BEADED lie. HMI. I"'� MIN SEPARATION TO GLASS f t 4 ,'T 'C"aA�OE mokD °°G�� (SEE SCHmUtE ON SHEET t,I) ILII + i�.yt��t1 (SEE sCHEIttJI�ON si�.k'.T 15} ON SHEET 19 FOR 2'x4'CONT.SILL PLATE REO`D. &H-V WALL HEADER INSTALLATION @HV WALL SILL INSTALLATION HV NS L IO HV WALL HEADCLASS ER INSTALLATION ° I i f7oST;:pG Hitt SEPARATION TO*GLASS I t 1 i (SEE SCHEDDSEPAULLE ON SHEET 11) Y EX1STIliG (SEE SCHEDULE ON SHEET f 1) 1 SEPARATION TO CLASS 1 s E1nSRa� 2 ia'CE`Nr-7((SEE SCHEDULE O!1 SHEET 11) t GIA55-�{ ' S OL/SS--p MOO PLATE I p REOO o a ° MACHINE S.S 4 Ila"o-zDx3/4"s.s. �, t L1re!lsNE sGRErs 1 7 , MACHINE SCREWS W/ I I USING 1/4'-20�1,'WALL \ 1fa'-zo NUTS o 12, ( a 12'O.C.OR1@8 ORiB/ `=j 13ORd d,,� t�'aI8 +i^ fEDD. Lr--•a �'-E�- /t{+ i /4'd TAPCON OR TAPCON YTTH ADVANCED 118411 ! THREADFORM TECHNOLOGY tV 11 s z{`t z xa-CONT. I �_ i !�'FtEDR4 . OAREATOT/a'o TAPCCN OR TAPCON WR1 ADVANCED 1 + yt l �'I LLSILL PLATE } I EXISTMG WOOD HEADER. _. N1/4'a TAPCON OR tiQiEr , REQTi.THREADFORM TECHNOLOGY W/1/2' t 4it {SEE 5CttEDULE ON STYE!t5} PENETRATWtt OF TEigEADE6 AREA INTO PLYt.'OOO TAPCON Wttti ADVANCED i-SEE SHEET a FOR TYPICAL '1! }1i }14 �Y1Wl flNISH 1/2'LON.COI THREADFORM TECHNOLOGY �..tiUiiER As^5EL�3LY. +tLIZ (SEE SCHEDULE 0.Y SHEET 75) EXOSTI.YG Mm.2'x4' PLtYt000 RED'D. Y!f tf2'Yin.PRNETRATlON OF 2-L1atRITLYG SECTIONS CAN STUDS D is'O.C.EiA7L WALL THREADED AREAL INTO PLYY.TM COMIMEED LY ANT YAY TD 1/2'M:N.CDX PLW.'000 REDO. REOT),PLtY.00D TO BE (SEE SCHEDULE ON SHEET 15) SUIT AM INSTALLATION. j�V WALL SILL INSTALLATION U1%2'xa`SIDS @ I8'D.C.Mw REO'D. ATTACHED TO STUDS IN PLYWOCD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE 2308 OF THE WTTH S"CcTroN 2308 OF THE F.B.C. SECTION 2CE OF ®HV WALL_S„ILL INSTALLATION ♦ ATMs ox-u OF CON WALL SILL INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC 02017 EASTERN METAL SUPPLY.INC. BERTHA H TSI �icFtis�;., A Accordion Shutter System �.; y. ? rtv�#t w/OR w/o ttv n(r�aNr m.nnE TILL.IT TESTING & ENGINEERING COMPANY American Shutter SyStsrrTSV.V.N DEua?,FTmN oA ORsI+sY: La. Association, Inc. 1 OLD is 7/27/11 DATE: 07/27/x7 6355 Kv,36a..St.S 509.Nkp1L'A aARatxs,FLORIDA1JSIE Ph :(3D5)87I-155a.Fc.:(3D5)871-1551 4258 Westroods One 2 iti 6-mea:Oftwo..Le— West Palm Beach, Fl.. 33407 3 Ot?AWING No ,.�t,,��4T5T1 WALTERDA. tUT' P.E. 4 17-107 P.E ISFkf4HPEs%OATS FLORIDA ue /4ns7 5 SHEET 6 iS OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Q) HV & M HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS)NTQ WOOD WITH HV BUDE M ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. Q SIGN PRESSURE RATINg. SES 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE(1) JA) WORKING IN UNISON 1/4-0 TAPCON OR 4'.8" TAPCCNI WITH ADVANCED DMI"" I-EDGE(IF APPLICABLE) THREADFORM IECHNOLOIGY REQUIRED. I i STRUCTURAL ADEQUACY- A W1 1 1/2'Wn.PENETRATION 11-344S S.S. OF E)MNG MOD OEM % OF TK-READZD AREA TO WAD TO BE CERTIFIED BY MACHINE SCREM MISTING w00 't DQSMNG 1=0 HEADER I REGVSTEREO EUGUIEER OR TRUSSES OR (SEE SO4EM LE ON SHEET 5) lAcnYl/ 1/4*-20 NUTS ARCHITECT PRIOR TO RAFTER 0 24' I r oz. SHUTTER tNISTALIATION, D.C.REOULRED OR 4; TAPCON OR 15 0. _' __ I EXISTING SOFFIT YA N WITH ADVANCED 1.: 7 'r-3/4-JAC.,THK, 257* THREADFORM TECHNOLOGY 1/2'Vift.PENETRATION EQ-1 COW.ALUM.TUBE Z 11.4S,3 OF THREADED AREA TO q wo-Ts Auay)W1 EXISTING WOOD— O.C. @ M5116`0 LAO SCREWS TO (SEE SCHEDULE 014 9W 15) i or @ or Q 0 6* . RAFTER OR TRUSS or @ or @ LOCATE LAG SCREWS AT AADIXIDTH OF DaSTING V40D EXISMG taft 11.4�1 I IT EACH MEUSER.(Z'Ilan.NOMMAL 71�t\ Qm7iw�' _" or EXISTING-11 tOZOERt REQ'D 11 11 1 1 1 OPEN HOLE A 2"I.CLM SEPARATION TO GLASS STUID TO ACCEPT ZRIV. OF THREAM AREA.VALID"FOR CLASS I IMI EXISTING G SCHEDULE ON SHEET II)_ GLASS--� A15=01= INSTALLATIONS WITH 72W I tct MAX",D.DESIGN WAD 1,18 I TO QLM(SEr E)UM'G 1 —'a 9*-T UAX_SPAN. 14V WALL-HEADER INSTALLATION GLASS--- INSTAL•-ATION IS ONLY VALID i ON sw is tO OR wfMuEL&"9dm)gv j FOR WOOD Yl/Ulm SPECIFIC (D& CN sArr FM GRAVITY OF 040 AS DOUGLAS in FUR OR SOUTHERN PINE No.I 1 SFE SHAD 4 MR WFIC&SWITER ASSD"Y OR& OR CQUAL. 12- UXl-*SCCF&M CAM BE C003MED (T HV CEILING INSTALLATLON 01 UAMO w"TO SUM Aw rMALLAMA. (014Y CEILING INS TA LATION To OIAM OR SEPARATION • E)USTI a,SO TO GLASS UIJL SEPARATION To GLASS, "r -,="-I ha �(SCE SCHEME t (SEE SCHEDULE 0,19 SREET I & DaSM ON SHEET I I) utaR ON 3 wn. 4"HEX 21.6'MIN. 1/4'j 3 MN/R EAD TEK DECK REGULIM U0. (NO FINISH Q�) 7 SCREWS HO 12'o. @1 r 13 OR 2'z6'M.N.WOOD ALLOAM) DECKREQUIRED(NO FINISH ALLOWED) EDGE 2 ED E OF DECK 9 L EDGE OF DECK .IF IF WLULE IF APPLICABLE APPUCABLE 1/4,-0-20414-B.S. 1/4 T�7A OR PMUlPS TRUSS HEAD 2 0, ADVANCED Ifin AOACHINE SCREWS 1/4*0 TAPCON OR TAPCON%MH ADVANCED I J.� 2" 2'x4'CCUT. TkRE:ADFORM TECH14OLOGY W/'It410 NUTS THREADFORM TECHNOLOGY W/1 1/2-W- 1/4-0 TAPCON OR TAPCOII VATH ADVANCED THREADFORM MIL. PENETRATION Of THRE00M PERETEIATIONcmotm w/ i Vr w-,PENEmrou Or-THREADED AREA TO EXISTING WOO:)HEADER.(SEE SILL PLATE W1 D.C.C� I OF THREADED AREA TO AREA TO EXSPNG WOW HEADER.(SEE SCHEME ON SHEET 14) L_��TM (S-_-SCHEDULE ON (�)JJY WALK—OVER INSTALLATION EMM4%WO HMM D Aff OF'USVE SCHEDULE ON SHEET 15) HY FLOOR INSTALLATION &HY WALL SILLJNSTALLATION FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zonea4T , �141W 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC, vt BERTHA HVTm Accordion Shutter System ILIECOINC. A.S.S.A. FM RAE#1 Yl/OR W10 KV.WMM BLADE Shutter Systems T & ENGINEERING COMPANY MV.M. MSCRIPTICIA DATE CPAM4 By' LM dos ILUT TE Association, Inc. I OLD 15-085 07/27/11 rAM- 07/27/17 am N.W.36th.FA.Sl-M Y"�OkRDEEIM F.VFMA M16f 4268 Westroods Drive 2 Ph1LT ­ (M5)871-1330.Fax.(3a5)871-1531 ORMING No .......... e- c Lcwn West Polm Beach, FL 33407 019 —107 NAL;E% f:.. WALTER A.TILLT Jr.P.E. 17 nQRIOA,Lk-111 44167 3 SHEEr P.E. SEAC/§lWi6RE/DATE 6 17 OF 20 END INSTALLATIONS 1 NV BLADE OR t#3 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS SrUDs GED71 2•.a•.1%A=* 12"MOIL \ ♦ , \ tPC9La GL STUDS FWD. r.w UN. + I rX\IX\" - ` !/ °roo°ucwac>:} F�Inttc1raF g r ,o F/Y cxc d3" asmG Goss i j ! h ecnaco r na { J 4 w cusv /r i STUDS OrCT. 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GO-f2>-fr3.O•t;- C d t�-t^3 ds•Gt G7- 6 M0 Qa-O -ts« fs.C_ Ca_JG • !� G.C�ia-+ E�t•t4-�-CTS-G-�« ®.�.La.{,r�,�..p 9 L 0 END CONNECTION DEND CONNECTION DETETAIL( END CONNECTION DETAIL @ —A Q END CONNECTION DETAI OGStSYG •fLLiar'ED aar Ila1 SF.vts OFEARR nU,v 11'-0' Y.a•uc:. .N/a••Trx¢t I:a«aAs r/ab tar�a laaVz•s-us �'_%—'•� SRLS A'rA'D g/I r!`1-fGU. HJ s t/Y wK CIO D.C. oTSs.; +asnAnc a o sY ac, tt„Eya o n'oc. 'T'' " ' _ ,o sea'F`za ♦ SEE L4+. ANS OF USE FOR �-'--•:�— ..1.�, ,. ., I/2•,ca. �crAc a ssxc y 4 - BLADE!i O 4N SHEET 19 (DI°R 't�' � OVIEW OR a 1�-L3.U•�•6 0•{;. wfr:ten Y,. L*0001 vu✓ 4 '�- 'OO"CG.�o'.{;« lt�ca Ga cR(15 Y LSm•t$-C�•Cr- -�S« 51us-1). rznxC7,.la-t7)-o. PLAN DETAIL END CONNECTION DETAIL (0, END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" 0.2017 MLTECO,WC. 02017 EASTERN uETAL SUPPLY.INC. BERTHA HVTM /�lE C Q «,r;. Accordion Shutter System ' H.v aianE#1 w/OR w/o H.v.4NNpOW maoE TIELtT TESTING k ENGINEERING COMPANY American Shutter Systems MY.x oSSarmwR DATE ORACT,BY L.C. O 6155 fi]C 36071.St $ba.305"V'Ro A GfRLrJTS,ROMA mi Association, Inc. r OLD 15-081 /27/I wiE: 07/27/T7 Ft—(308)VI-1530.F0a:(305)871-1531 4288 Westroads 1mve z • *R:atc0o00oLe•m West Palm Beach, FL 33407 3 DRAWING No - 70AF i ENS` WALTE 67A.°o�oMM k.P,E . s ET 107 P.E. SEAL'/SIGNATURE/DATE FLORO.0 L;G 9 44167 s SHEET e 18 OF 20 1 'tr;.T' ""LJ •GENEEPA,�A{ITATIONS AND CONDITIONS OF.LICE FOR BERTHA (3)W 13LAOF ACCORDION SHUTTER g9M WORKING IN 0 1.MAX.A.s.d.DMG14 PRESSUM RATING:+110,-110 PxJ. i —nI n 2,VAX.SHUTTER SP91:9C 3.ALLOWED UOUNUNGS:A.D.0&H ON SHEETS 6,7:AS WELL AS MOMNGS U.0,T.U&W OOH(SHEETS is A 17. z g4�,DTfLY CENTERUATESIrl A�@SOTH W/icy OR( ARE ALLOWED WRH OR P XiM."uST BE R+cUDED ONLY A7TFOSUE7 rmoRYACCESS ASIDE n==1N. OFPW3fiT, TIP.EA.END = • ♦ ' r�{ v' vv v' (•1 S.(A) IL VANOR MADE SL SHALL ONLY ALLOW A MAXIMUM ONSEE 5 OPETKNSS llvll v (3'0 HOLE)FOR 3�4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (D)UGI.CL.EARA:CE FRO 7Qi'CR Borrow EDGE OF HV WINDOW BLADE 1! MAX 5 M000YNS s • • � • Or ANY 3 ff HOLE r{Ri ATOP Be 12'. ALLOWED AT LTV w r r♦ YP,NOVW BLADE (C)FIRST OR W BLADE CCWt4 OUT FROM STARTERS AT ENDS MAY BE HV C - WINDOW BLADE/ H = _ • ♦ r' (0)W WLVDOW BLADE Q UUST BE USED ALTERNATE TO A SOLID HV BLADEIji THROUGHOUT SHUTTERS WOTH. ♦ ♦ • • _ Y.! ra v♦ r• (CTAT1EFfHER SIDE OF THEM.ALWAYS BE INSTALLED ADIACENT TO A SOLID FN °� ♦ @ 3 ' SE=_END t, ,yam (Fj POLYCARSONATE itV WINDOW®SWILL 8E INSTALLEa SO TFjHE TP95 FACE CONNECTION '♦ • • • ♦ ♦ E 4 ! , NG GDERIDR OF THE OCKED EIN."NG PROTECTED.NV W.LIPRO %DE DUST S OETAA.s ON SHEETS tJ,Lt 13+,11 ONLY 4b7AtLED 1di0 IOOKFb 1M'tNG A kV 5£TRHO TOOL PRO'AD@ BY ASIA, FULL is TYP.HECHTT. � B.SEE ANCHOR SPACI:G SCHEDULE FOR INSTALLATIONS RM WOOD TRADE y $ d BLAIDNGB ON SHEET 15,AS UUTED BY SPAN AND DESIGN LOAD(SEE NOTES p p � 1&2 ASQM) 7.SEE ANCHOR SPACING SCHEDULE FOR wSTALLATgYs GRD POURED GORVSETE OR CONCRETE BLACK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND BESMGH LOAD(SEE NOTES 1&2 ABOVT). �,�'��,_,�M(( &MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASAI E-199& 0 R `C.% 11'P TOP&BOTTOM 'MEMS) W La�Cn�}6 WIND ZONEuIIN91UM SEPARATION TO CLAW uItED WIDTH— DUSTING1 Hutu 3 1' Mx srARAAMN TO ors+ cLAss ELEVATION 4E so�mLnE m s+�T n TTR BLADE(D 4 D Av TH6 StdET Tca arOFsp&(� --5--- ----- -_ --------fw]- �-'�--------- -JA------------ A ¢ ( 1, to, yyp, SYu1A GCA ag y tr (RAR i W/2 QSJAD �C W/O ( NOTE t AEDYE) PLAN`—" T14 TYPICAL� FAV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ��---{112— IIF,'�AA'�p FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone yy' - e2017 TtLTEW.INC 02017 EASTERN METAL SUPPLY,INC. a�1 pct ERTMA HV,;, 7%L7TEM67, �. ,� Accordion Shutter System KV.BILAW#1 W1 OR W/O KV.VAMM(?LADE TILtTT TESTING at ENGINEERING COMPANY American Shutter Systems x TLsoGPTwN DATE aRAW1N TY: LC. eau NX.-16M SM.5L.3e6.%V=. OFCDas.FLOWA 331 Association. Inc. , OLD TS 085 URE 07/27/17 Ft—:CWS)171-1530.F-:(305)871-1531 426E Westroods Drive 2 DRAWING No �.ss� aCj r,r a- 3:-114.99.ccm West Palm Beach, FL 33407 3 17-107 7_'Q7 Q�A�-� YAITER A P.E. SEAL/SIGNATURE/DATE FLaxDW Lx 44167 s SHEET OF 20 2.OoO'max. 1/2'.0.0351 TKTX MARES 1 INSTALLATIONS W/ HV -BLADE &- HV CENTERMATES M035 TnO —2*UOQ" 653 GRADE 40 zn. ASM A-6 083" tLETAt W�G-60 CAM STEEL. INTO METAL STUD WALLS STUDS AT 16'D.C. .06-ac. 40 41 1 T-+" Tjz� -4-0 NOMINAL Itu. .475' GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM-SLEEVE FOR BERTHA(1)W BLADE ACCORDION SHUTTER 6063-T5 ALLOY :5/4-.6 1/4.0.035'TNKX E&L i SYSTEM INSTALLATION TIQ METAL MQ WALLS 0 6"O.M ASM A-60 �D SEPARATION,IO GLASS SCHEDULE Max. GAMANUO)FASTER. DaSTING MIS" 1. MAX. A.S.D. DESIGN PRESSURE RATING. +75, — 75 (psf) f4 16.1/2,R i v,TFFUCA DMDFWR FACE AS APFUCABLE 2. MAX. SHUTTER SPAN: W WIND ZONE MINIMUM i ASM E-1996 SEPARATION nasnRG oL-ss__j m.SERARAMON1 3. ALLOWED MOUNTING: AIS THIS SHEET. TO GLASS— (�5 114 70 GLASS _fO-203BOLT - (SM SCHEERRE) I THRU 3 1. 4. ONLY rENTERMATE 21 W1 n24 HV LOCK ARE ALLOWED musT PENETRATE qD i- ARRANGED A METRICAL LAYOUT. WITH n2l Q USE OF (2) 305 (6" LONG. MINIMUM) MUST ALWAYS BE 4 4' 73- J. f)UST=FeaS14 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OFs5Dr �j TMCK M S APPUCAaE CENTERMATE. CALV.STEEL I as ASTLL A-653 GRADE TR0'C'M';rC' F, FASTENED 10 S2 I (2)/6.1/2• SCREWS ON 43C FACE e,Ir O.C. a er O.C. « J/q -ZV IMKUWS BLADE SLACK DETAIL HVF IS ALSO VALID FOR I (43 114"0 ElCO CONSTRUCTION d PRODUCTS FAB—NOK HD 112r- 1`2 CENTEF;tMATE APPUCATION WITH BLADE Q ut I 11r., S-THICX �n.ASTU A-605'033 CRADE 40 0 6-D.C. COMPONENTS I w..G-ASO GALV.STEEL 3/8'= UUAL STUDS AT 16*D.C. 1�fn- WALL HEADER/SILL INSTALLATION -E)WNG FINISH AS APPLMSLE SCALE. V twp.TOP S SOTTOU) I 3/4'.6 1/STEM TRACK 4.0.035'THICK W, V EL. -ZE0ljtS GLASS ASTFJ'AM-653 CRADE 40 CFTC-60 V—C-60 GALVANfZED FASTENED TO STUDS %V/(2)J6.1/2'TEK SCREWS ON L SYMMETR LGN.SEPARATION VARIES INTERIOR&EXTEFDOR FACE - 43a 436 C TO GLASS 2- - CENTERMATES CENTERMATES Wz (SEE SCHEDULE) Max. INTERIOR ACCESS SIDE E,AT RIO CCESS (rrp.) 4 (6'min.) EEE ------------- 2)42 21 21 n L 0 AT @- ----- - W RFADER/SILL ENDS VIEW Y --------— ------ 3 SIDE CONNECTION TO TRACK 4 \4/(�(6'At SLACK (Cont) 6 1/2"(ryp-) I— BYA BVB --@L-A.QE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurriocone Zona` 0,,— -- C 2017 EASTERN METAL SUPPLY.VNC. I%-TY 02017 TTLTECO,04C. BERTHA HVTTM Accordion Shutter System L Ec A.S.S.A. H.V. BLXX#1 W/OR W/O KV.WINDOW BLADE butter Systems EY.Ka DESCR[Ftm DATE DRAWN SY, L.C. TtLUT TESTING &ENGINEERING COMPANY Assoclaflon, Inc. OLD 15-Oa5 D7/27/17 DARE.- 07/27/17 am Kw.36m �-M YMCNA wam FLOFMA 33161 np Ff— i iS30.F-:(M)pt-1531 4268 Westroods Drive a — DRAWING No .'l:lit—atoL.— West Palm Beach, FL 33407 3 6719 17-107 ES- OTWdMT J,.PX. ll.TET,16 A SH FLORIDA Lk.1 44167 5 EET P.E. S E* 6 20 OF 20