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HomeMy WebLinkAboutProduct Approval €:1bv .�.c�.��:y�.'r'�•C��i�.�`1C�t�'�J�.�v� `.��t���k'.l(:� �--- - — .-j�-��"==� ._ ©CIS Home Log in (User Registration Hot Topics SubmitSurcharge ? Stats&Facts Publications ContactUs SCIS Site Map Unks I Search , b � r " pt Product Approval USER:Public User Product Approval Manu>Product or Aopbcation Search>AwUratlon I Ist>.Applieatlon Detail FL# FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived CI roduct Manufacturer American Shutter Systems Association,Inc. ® c� Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 `LC (561)209-8263 4 bfeeley@leasternmetal,com V Authorized Signature Bili Feeley p Irodriguez@easternmetal.com mac' 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 Ucensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,Jr.P.E. the Evaluation Report Florida Llcense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 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 CERTIFICATION OF INDEPENDENCE(1),PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS DRAWING 17-108 LLCERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) standadaO Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 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-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 t nR 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 the FL389 R9 AF AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window biade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-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/o 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 arid ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top I Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R9 it AMERICAN SHUTTER SYSTEM ASSOC_ Approved for use outside HVHZ:Yes INC: DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.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 configuratlon for the HV3 blade,W-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 8'-0"for 110 p.s.f.for HViA REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of "Created by Independent Third Party:Yes InStailatlon drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top QQMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Llmlts of Use Installation Instructions Approved for use in HVHZ:No FI 384 R9 II AMERICAN SHLTTER SYSTEMS ASSOC INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.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 12, Evaluation Reports 25 and 28 respectively FL389 R9 AF AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes oac{t Next Contact Qs::2601 Blair Stone Road.Tallahassee Fl.32399 Manor 8,50.487.1874 The State of Florida Is an AA/EEO employer.Corwriaht 70074013 State of Florida.::Privacy Statement::Accessibility Statement::Rehmd Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public records request,do not send electronic mall to this entity.Instead,contact the office by phone or try traditional mall.If you have any questions,please contact 950.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please pmvida the Department with an email address which can be made avallable.to,the public.To determine it you are a licensee`under Chapter 455,F.S.,please click hREe. Product Approval Aaopest ME GENERAL NOTES, 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM S 0M ON T10S PRODUCT EVALUATION OCCUMENT{PED.)NAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 28t7(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL Nor BE DSTAUED AT HIGH IOMIY HURRICANE ZONES. DESIGN WT34D LOADS SHALL BE DETERIOTIED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DLRECTIONALIY FACTOR Kd-O.B5.USING ASCE 7-10 AND SHALL NOT EXCEED THE MA)OMUM(A-S-D)DEMON PRESSURE RAMOS IMCATED OLP SHEETS 11 THRU 15./9&20- 14 ORDER 70 VERIFY THE ABOVE WNDOWPa,ULIMME DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES 6) BY MuERPLYONG THEM BY 0.6 ON ORDER TO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU E5, 19&20. GENIJNAI.NOTES SHEET 1 LY ORD-at TO VERIFY THAT COLUMMENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND EMS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSE.Ho,4EVFR,A WIND DURATION FACTOR CD-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 AND 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 AFF-R£PORM TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE OO 10214.01-03.J071-5,01-03.11004-01-05.11214.0t-oS.40317.02-06,10649.01-10 AND 10210.01-11 AS PER SAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2- (_ BLADE(1)AND KV WINDOW BLADE EiA� AND E-1996 STANDARDS(MISSILE LEVEL D.W-110 ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&2113 PROTOCOLS LARGE MISSILE. (MERE_APPLICABLE) -HV WINDOW BLADE 0 10565.01-08 AS PER ASTM E-1885-AND E-1996(WSSILE LEVEL D•MVD ZONES A.2,3)BASIC PROTECTION ONLY ANTU 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/SLOCK SHEET 6 Z W BLADEa)AJO HV YANDON BLADE (9 ARE ENGINEERED TO WORK IN UNISON WON EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-LI,CONCRETE/BLOCK SHEET 7 3.BERTHA F(V ACCORDION PINS(IMV SCREWS).USED AT BLADE:KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRAGIC SHALL BE 114x2.75'AND 114x1.75"RESPECTNELY•410-M'MINIMUM SERIES CENTERMATE DETAILS TLV SHEET 8 STAINLESS STEEL STORMS WITH 135.0 kei YIELD STRENGTH AND 180 W TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS W SHEET 9 COATING APPUCATORS.RECWERM WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. PANEND CONNECTIONT 4.ALL,ALUMINUM MRUaKMINULI NS SHALL BE ALUASSOCIATION ALLOY AND TEMPER AS INDICATED,ON SHEETS 2 AND 3.L41NIMUM YIELD STRENGTH FOR 6083-TG ALLOY IS-30.0 ksi AND 35.7 ksi FOR PETALS 1-B,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. ANCHOR SSPAN TABLES SHEET' t1 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 &ALL SCREWS TO BE STAINLESS STEEL 384 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN$0018 WITH 50 k6 MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK ESEIM 13 AND SHALL..CCMPLY W/FLORIDA SUMMUG CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 S.BOLTS TO O ASD[A-307 GALVAT+RED STEEL.OR NSE 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7.SEE THE FOLLOMNG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ID: 1213,14.15 AND 20 INSTALLATION DETAILS M—R.WOOD SHEET 16 EIV BLADE &® WORKING W UNISON: 12,13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 a TRIS BERTHA KV_ACCORDION SHUTTER SYSTEM SEARS A U.S.PATER 16779,582.COMPONENTS O THIS APPROVAL ARE COVERED.IN VMDUE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN UETAL SUPPLY.INC. 9.17 SHALL BE THE RESPOMEOL LY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAU1X AREA 3• HV WINDOW GLAD_ fA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN COM.UOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN kMRUSIOC TYPICAL SHUTTER ELEVATION SfR=_£1'19 10.EACH UNIT MUST BEAR PERMANENT LA6£L LM A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRCAVVE WARNINGS HOME OWNER,TENANT.OR OTHERS,ULM PROPERLY CLOSE ALL HV AND HD AREA ¢• HV WINDOW $ ADE n ONLY CENTERFIATES AND ENGAGE OR LOCK ALL EW AND NO LOCKS. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE ONE LABEL SHAW.BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPEHTNO.LASEUNG TO COMPLY Well SECTION 1709.92 OF THE FLORIDA BUILDING CODE, 12.85THA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW1NG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT'IS APPLIED TO. 13.(a)THIS PLED.PREPARED BY TMS ENGINEER IS GENERIC AND DONS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT;Ie.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. _ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UPE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O.•PROVIDED HE/SHE DOES NOT OENATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DOCUMENT-CONSIRUCTISN SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. O WILL BE (R SPONSIBLE Eta?T14E PROPER USE OF THE PLED.ENGINEER O RECORD.SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA ACTINGED AS ENGINEER MUGAGATTED FSNGDF£EROR ARCHITECT WHICH 7TO THE ILL �P.E.D.ME DTENGINEER SHALL.E ENGINEER OF SUBMIT 70 THIS LATTER THE SITE SPECIFIFOR THE PROJECT AND C ORAWINGS FOR REVIEW. (e)ORIGINAL.PED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. JINFAAAriii��� FLORfDA BUILDING CODE(Nan High Velocity HUrricone Zone' 11111��+ /r^ X1 02017 TILTECO.INC. 2017 EASTERN METAL SUPPLY.INC. �Ma v�; ��CENS�C.;�P�$„ �� ISRTH VT, A.S■ ■Q■ Accordion Shutter System ,�rJj7�,(�/I '*N ITV. �#1 W/OR W/O TLV.MINION MADE 4LlT(lJ(� ; TILLIT TESTING & ENGINEERING COMPANY AmeFlcan ShGtt3C $y8fetnS REV.N ocscatLmoNN oATC OTTANI BY LC Ci A1C LU ;:� Assoclatlon. Inc. I OLD 15-085 7/st/1 OA:c 07/27/n A� 0355 WX 34R,st~sea Soa Mw Axu cum0 s PzalNrt use D d 2b8 Westro0s rive a Phone;(305)871-1530.Far:(303)871-1531 4DRAWING No iN {PROMO '�j��MMM a-ma:(IkcoOawlcom West Po lm Bench, FL 33407 a RBA T 17-107 7_ �7 11t1M WALTER 4 TRE EJ'HE� P.E _t ALV Y`EI6"d6RE/{)ATE FLORIDA UC.1 a4187 6 1 OF 20 4f i;3b FCA VARIES 4 4 14V SOLID GLADERA TER CMUED UNDER US PATENfT f 5458179 HV UNIVERSAL.FLOATER QUALIFIED FOR USE IV/ QUALIFIED FOR USE W/ HV BLADE HY DIRECT MOUNT HV BLADEQ) to RV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR US W/ HV 6063-16 ALLOY AND TEMPER ( -SEE LMjTA'n0NS OF USE OF BLADE @ ON SHEET 19 BLADE 1) 3226* 6063-T6 ALLOY AAb TEMPER ;y24% —r-M 6063-T6 ALLOY AND TEMPER .035' ryJ .670' (rYP.) 0. 2 072 642 .092" 'q 4,436' BY ADJ. ADAPTER WfLIP agn: a, .920— e QUAUFIIED FOR USE W/ HV ($)HV WALK—OVER TRACK 13LADE(D QUAUFIED FOR USE W1 KV @)HV TRENCH TRACK L-.255- 3,7,50- (DKV ADJ. ELQOR TRACK 6063-16 ALLOY AND TEMPER BLADE OVAILIFIED FOR USE W/ KV QUALIFIED FOR USE IV/ HV 6063-T6 ALLOY A% TEMPER BLADE(D ONLY. @1 HV RAINWARD BLADE( V VAPES 1. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV eas3-76 ALLOY AND TEMPER BLADE I VARIES 1.936, 6063-T6 ALLOY MED TEMPER 4 RL-0. o .100 670 6�7. Ci 6 1.686, 670 3.529' ILS21r CZ HV HEADERZ$-I-LLI, @-RD CEILING HEADER SIL (1-1')HV CEILING HEADER QUALIFIED FOR USE Wi( HV BLADE OONLY ([4)HD WALL HEADER/SILL OD7�qL-ED FOR USE Vif W BLADEQ)ONLY, 6063-T6 ALLO AND TEMPI QUALIFIED FOR USE VI/ HV BLADE(D SEE SECTIONS FOR VAUDITY.- SEE SECTIONS FOR VAUDfTY. QUALIFIED FOR USE VI/ KV 6065-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-76 ALLOY AND TEMPER a T1 T2 Y t 2- 125' COMPONENT A YjwL tj 2 @ 2* 5-MAX. 1/8- 1/8- 3- 1 3- O.Cqo* 2- S'MAX. 0.192" 0.192" (16 SIDE ANGLES (1:9) 2.5' 7'MAX. 0.190" 0.190, 1POSTS GUIAURED, FOR USE W1 KV ALUMINUM ANGLES VIVAILIFIED FOR USE W1 W BLADE(D QUALIFIED FOR USE W1 W BLADE(D 6063-T6 AU13Y AND TEMPER BLADE(1)ONLY 2* 5"MAX. O.,fL.1,31] 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I _[ _ FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone, W . 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. 1,41 BERTHA HVTM, Accordion Shutter System I�coimc% A.S.S.A. KV.B[ADE#1 W/OR W10 KV.WND(7M RAX American Shutter Systems RCV,N. DESCRIPTION DATE Yi L 1 6 f TILUT TESTING & ENGINEERING COMPANY �7- O/21C/�17 Association, Inc. I OLD 15-085 6m 14.w.36m st� 3316( TE QF : —E62t2 4268 NVestroods Drive 2 Pbo.. (305)871-1530.F..:(305)871-1531 DRAWING No % p t, _ 1:III...eq.1— West Palm Beach, FL 33407 EB-DDD6719 17-107 WALTER A.TILLrr .Jr.P.E. FLOREDA U.f 44167 5 SHEET ATE 2 OF 20 8 a' 929' .293' 1p"-0Od/' I/P-x0 CAST ' 2.293` •7a5" { 0 ° SSX.IUO SnRTATEO lK[p PA1aEp t t-^-20 me c4st r�J O KOUSINO aVkO. m i � ±a BAtrEO PAtN+E31 UrIDER LOj "�.{� � .. � g • °} • DRESS*L1tr! y i m N "f-060" m git9. : i � �i � 6 R m �t.32S' rI c 6 II j {I •3i6" d.2ta °,aga, i ..q.i p &wss (0:ROV tY.W a-LO pww(cNaOVE (ct(rcuc W.dtm) 21 HY CENTE MATE /�t �1 V F 0 go �,, t+3 - HY LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE Ot &(?'ONLY Fel 0La" QUALIFIED OR USE tY HV i}UAUF(ED FOR U5E Yi +N 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 & SA ONLYj �;1 / 6063-T6 ALLOY AND TEMPER (2 V C C R BLADE{�1 & ONLY. BLADE 1Q& v9 ONLY. _ Q A IFIEO FOR USE W/ HV BLADE 1 ONLY -T'.250'0.0. -file- • 7a 6063-T6 ALLOY AND TEMPER P(RSTiC HEAD of � -` 1.7 _ a.p45" ,3Y MOLDED TO �:, d SCREW .0 1753" • n "' AFTER IV&-iMG .I N -$2 rt ti N d '06. h n 1/4"0--20 X 3/4" D TORE tG 1�4u S.S._THUMBSCREW s�-20 lVNUT* �t & 0 s *SSUM 94"AWIAr VRA(2024-T3 AICA}LCX4E ft,==ARi m Cf'ZSIEEnVf aG FA 10620.AS MFNUrt41t7F£O 6Y EQUAL TT:Jtrt cROrtr Et.EYATK;N $ {�{ MALE "T" LOCK CE T m a s.s' 6 cNeP.zr TEkTORY.pAR9PPENY.rrEw JO+sEY o7Trsa arc eDUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TONLY (P HV FEMALE "T" LOCK CENTERMATE ® HV "T" LDCK HV ALTERNATIVE—LOCK 6063-T6 ALLOY AND TEMPER ``� QUALIFIED FOR USE QUAUFLED FO�USE Y!/ HV QUALIFIED FOR USE W/HV BLADE iDONLY QUALIFIED FOR USE W/ HV BLADEONLY {y HV BLADE 1 ONLY. BLADE 1 ONLY. 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEERR'' / 191 7.911' � -75Sh^ 0 3" I I— D TNtMDTS7+iN ^- CYL07D£R OR 214"_ .063 .062' i c 6 KLA'CYWIDER a 21 a L ' J r 7 n � 0.675"M'm, o m $ n uD) 31 GENT RM 0 OC D C2, HDC CIN OD 4O ml QO 0 1 16 m + •r26'Max QUALIFIED FOR USE Yr/W BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & iA 4 6063-T6 ALLOY AND TEMPER S .Eat' o 6063-T6 ALLOY AND TEMPER wI h q yuaES.+2'L9N. QUALIFIED FOR USE W/ HV BLARE 1 & to I i/t'o-1O ss.Ott 3!8`A-t6 t. 6063-76 ALLOY AND TEMPER Ti{DUDTURN CYLC:OER rcrs �I --�2-{1tI• DO OR KEY _ �t1S o. 't----�ti�� 1 7 rL'n. CYLI83r� {t LOCKING ROD© " ti 4 D K 1.76 Npx J 1,_.375"0 1/t'0 ® H LOQ, QUALIFIED FOR USE W/HV BLADE(`T,) p 37 HY 1 4" 45-2rt AISI 3O � 6063-T6 ALLOY AND TEMPER HV .1 6 ACETAL (� �1 f 0 A c 4 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK_ 19INSTALLATION=LL REQUIRE A 7/16-HOLE THUMBSCREWS SERIES S.S.-THUMBS CREWS OUAUFIED FOR USE y!/HV BLADE`iT,& :•J 1-LED AT TRA:KS FOR PROPER EMBEDMENT OUAUFlED FOR F,,y HV BLADE Qt QUALIFIED FOR USE W/ Hv BLADE70 FLORIDA BUILDING CODE(tion Nigh Velocity Hurricane Zone Ili h ' R92017 EASTERN METAL SITf'PLY,I^IG 111 . 'Yk I�. tk i�- 02017 TILTECO.INC. . ' ��� �*:IEiv ��= �.._r.. BERTHA VTM TME "`—C O N G. A■ ■ ■A■ Accordion Shutter System y. N.V. RADE#t W/OR W/0 KV.WIM N BLADE * American Shutter Systems Ey,N DESCRIPTION DATE DRAWN er: L.O. TILUT TESTING k ENGINEERING COMPANY Association Inc. I OLD 15-085 7/27/1 DUE. 07/27/17 R -0'; a3ss ILW.3sue n,St,Sas,VIRG"A WDz *.f>)aDA 3316 4268 Westro0ds Drive x sTY�T�OF :r.. '� � � pirona:(305}671-1530.r9.: 305}871-1531 ••F( ^�V�t� .-mai:t7a°oeom.�o n West Palm Beach, FL 33407 3 DRAWING No f+ GRID "�r1 E6-QDO67+9 17-107 �. V +••ue••••••--',,pp� {li VIALTIM TLLDT Jr.P.E. P.E.SE{+`�j3I IdA jJRL�j'DATE FLOROA U..p 44167 s SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR] 12'M LEAR INDIC HV To IN. 1 HV BLADE TI P 40 E I,-,@ - (D w 13LADE I KV MNOOM BLADE 4625* 2 -0625 -06257 gc= HY BLADE 1A S" Y EILAWS ?117 Hv LONG RECESSED NYLON BUSHING39 W KNUCKLE D., 1. f 14V SHORT RECESSED NYLON BUSHING (rep) 7 PORTION RI.7 09,' B 3 50* ©OR (D -0 KV NYLON HAT WASHER EE 02Z a' hV'141,M CARRIAGE AJSI 302-303 SERIES 2 7/8-UR NV WNDOVV O-S70-.3/16-THICK NYLON WHEEL. CLEAR 413. 315'0SEPARATION 0.18816 AMI 302 SERIES S.S. RIVETS .0625-4,0625' @ kv 1 3/4-ACCORDION PIN W1 #8 HEAD EXTERIORn BLADE --;-�3/4' 5 OPENINGS ON CENTERS p.MMLX-X .17r .7500' 7- 2 1/1 W-" KV 2 3/4-ACCORDION PIN W/ #8 HEAD 41 CLEAR IiETwEQI TYPICAL HV WINDOW BLADE AND pC,_,CARBC,,TE ,,4PACT RESISTANT HV WINDOW S POLYCARBONATE HV WINDOW DETAIL AOR (13 ,-@ or @ VEE NOTE POLYCARBONEE IMPACT RES15TAN IV @OR -T HV WiNDOw E IREME127 BAYER MAKROLON 3103 POLYCARBONATE 1 12*MIN.C I LEARA ICE RESINS, UV-STABILIZED GRADE OR SABIC BLADE KNUCKLE-EQR TO BLADE BOTI)IA INNOVATIVE PLASTIC LEXAN 103 RESIN E& PIN REQUIR M (SEE NOTE 7- ON SHEET 19). (D OR (D 641 (1) HUT Pf�j-@ S14AU ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR Y _4E "'T 3 F1 a T BOTTOM mxc'ea-ES OF Kv ACCORDION SYSTEM W/ HV(D OR EXTERIOR ITCAL SHUT I APPLICABLE RESULT W @4 BLADE- TER ASSEMBLY 11:1. Tyw-M.PROPERTIES sw1wn Hv PI 0&,g,.AT REFERENCE (2) HV PIN E)MAYBE USED IN UEU OF(9 AND ONLY AT BLADE'S KNUCKLE. " EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV(D 00.324' (SEE NOTE"FOR BLADE WrHEU CORRESPONDING TO INSTALLATION '11'. SHEET 7. Q p 3 REQUIREMENTS) TUCLE rw STIMMIM ASTIJ OATS V.400 PW 9=au FLECURAL STRO.MTH AT V= ASM VM 1111500 wt 13,400 ,A4 (.3) KV Pri @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHERFLDR;M LIODULUS LIM :40.0m Pal. 345.000 P�L TION SHALL BE USED FOR DIRECT' MOUNT INSTALLA PER DETAIL X, Notcm Lzw Asw 02M to FT-of. n FT-0/1. SHEET i Too,RtonRM SUO"ovow AM 0284 47.2 5 04.5 TT IMIK FEL CARRIAGE DETAIL 5EMBLY LAY-OUT RATE OF"M, ASTY TRIM C-1 CLASS C-I CLASS SELF fe-mg Asno DIM taw no ASTM 0135 STROMH AFTER-to-ERA4 —— R-F- wo ni- HV BLADE SOLID & A HV WINDOW BLADE DETAILS TarsusutmetroREunw-41 m,pi I owo P.J. N.T.S. k TO'N, FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: .............. 02017 TILTECO,INC. 2017 METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System Too T co ..c. A.S.S.A. RL E KV. MADE#1 W OR W/O TLV.WINDOW BLXX I Amer1con Shutter Systems RCV,IT. DESCRIPTION DATE DRAWN BY. LC.TILUT TESTING & ENGINEERING COMPANY am N.W.38-A.ST,St.,-205,VLR=A CARDEP�S,FLORCA 331 6 Assoclailon, Inc. I OLD is-oa5 D7/Z7/17 DATE: 07/27/17- 4268 Westroods Drive 2 Phone:(305)871-1530.Fa:(305)871-1531 — DRAWING No 0 -.0: West Palm Beach, FL 33407 3 "ot 7-107 EB-0006719 1 4 WALTER A.TUR Jr.P.E. -- — FLORIDA UT,.111 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 4 OF 20 401 «.8, *NOTES ON HV LOCKS AND CENTERMATES D ' 4 D C C Q9 7 1.MMIDATORY CONDITION it:ONE HV LOCK 20 Or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB O tW 2MAY 8OF SNU M SPAV OR SPANS UP TO 105",AND FOR WST PONS AT ANY ELEVATION.HV LOCK `or E USED AS AN INSIDE OR OUTSIDE WICK,ATTACHED TO OR CENTERMATES 1'7/(2) 1/4'0-20. 1/2"LONG FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ 2,0EMQ39 CONDITION its IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TWO HV LOCKS q' ,25 OR� MAY BE USED AS ON NOTE(AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES v LOCATtON 0 BE AS LOOKS SHALL BE AS INDICATED)ON TYPICAL SHUTTER ELEVATION. "+� J 3. OFTIONJIL CGNCMOM-42 M In ONLY fifflW�MMM MPY CONDITION J1 OR LIMITED MANOAXORY CONDITION ✓f� IS USED W/1VIO N.V. LQ(X(S1: IS RODS ARE NOT REQUIRED AT„(1URRICANE POSITION, BUT MAY 4 5 DR 0 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LCCIONG RODS'S„�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. "'-AOA �ONQ�i2.ONE HV LOCK��4�t�C SHAD-BE USED AT CORNER CENTE]IMATES FOR ANY SPAN AND INSTALLATIONS Ai ANY ELEVATION.NV LOCK'fit or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ° ATTACHED TO Q3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&BOTT'gU SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �� xoc-xve_ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S.FIRST AITERNAjF TO MAKQATORY C^"10171gJ,.#]VAI In ONgy FOR HV Lr1[_`K;w„W/SYVMEITLN`JI_CENiER?►TES!F� ONE ALTERNATE HV LOCK 22��MAY BE US IN UEU OF HV LOCK QQ��or 4, FOR ANY SPAN AND BtTµag� $ INSTk `TIONS AT ANY ELEVATION.ALTE2IJATE LOCK MAY BE USED AS AN'fNS10E OR OUTSIDE LOCK.ATTACHMENT OF T/4-0-20.3/4"S.S.THUMBSCREW TO 01 OR CENTERMATES SHALL BE MADE W/1/4 0-20X3/4'ALUM. RNNUi AS SHOVM ON SECTION WF- SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t l Nga C8"a8 ,1 �J LOCKS AT 1/3 OF SHUTTER SPAN. J g, MANDATORY CONDITION KEYSTONE MOUNTING INSTAI!!TIONS: ONE HV LOCK @ or @ or 0 SHALT.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOIN 1/2 OF SHUTTER SPAN FOR SPANS UP TO Or.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or 0 or @ MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK ATTACHED TO(8)or Q SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LANG FLAT HEAD S.S. S END CO.�iNECMH i M.S.LOCATION OF LOCK Q TOP AND BOTTOM SHALL EECOMPS INDICMANDATORY.TE4TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ 3 EE CM11 S Q"! p r C H 1 J K L Y P D R Y W X aTYYPP.RA&L Y 2t *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. CJ OF CORNER 1,a CON0 ALTERNATE TO V"ATORY CONDITION{t VALID ONLY,FSR i{V_9't0{.',K CENTERMATES OA AND CENTERMATE �;ONE ALTERNATE HV-T'LOCK Qd MAY BE IN'S'TALLED IN UEU OF HV LOCKS Gj ORI FOR ANY SPAN AND t^'1 arS�4 oc®•(1artf1 TO*13 m' IN5TACtAT10,.1 AT ANY El£YATTON.ALt�RNAT£LOCK CORY BE U5ED A5 AN tN510£OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKEF 2: AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE IG. all}n•`Z✓� l•l:l°g CONNECTED TO CENTERMATES 0 AND @ LY/ 1/4'0-20 x 1 1/2'TONG S.S.THREADED BOLT W/7/8'0 x 3/32" VQ VA OR t9/ 1/4'0-20x1*SS.M.S.INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' B 1-@ oq B r 7 ♦1 w MAIOMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS GAS'TOP AND BOTOM IS MANDATORY. ®-1L8oTT�s•�aTs•('�SaNT?•5 * 0 S 0LOCKS & TE 1, :ONE ALTERNATE HD LOCK 3Q MAYBE USED IN UEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV tOCJTS t2OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK MAY BE USED AS AN INSIDE OR OUTS15$LOCK.ATTACHMENT OF HD LOCKIf TO 0 IS W/3 08 x 3/8'F.H.SS.M.5..AND INCLUDES N.T.S- REINFORCEMENT INSERT AS SHOWN ON SECTIONS HD8-H4$AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS e IS COMPLETELY OPTIONAL I IL NG on Hfgh Velocity Hurricane one 11+ V'%� 02017 ULTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. taoENS .,.✓ _ BERTHA H TM Accordion Shutter System TF i i iw i iK C 8 N C. A.S■S■A■ PLV. BLADE#1 Wj OR W/0 H.V. WINDOW MAX �' Americana Shutter Systems DESCmPMH DATE PRAWN m: L.c. �OF . TILLIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 )/27/7 VATE: 07/27/17 C? Q tt 0us rix.36th.SL,n._Sas.Vim"cwDTf+s.FLacw 331tt 4288 Westroods Drive 2 -r- t Phone:(305)871-2530.ro.:(305)67t-1531 DRAWING No t�tly�A3 t•' '�++ a-mol:4lteco0aolcom West Palm Beach, FL 33407 3 •••su/ytYl't4 t^��\ ++++ WALTER A. LLIfiJr.P.E. 4 17-107 P.E. SEAL)S2GtVAPUREj()ATE noRmA UC./+ate? a SHE5 OF 20 ONC%UE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13 REQUIRED JF- E. 4' 0x3/4-S.S. CO1.I;RETt \ REOUOTEp ) CONCRETE ANCHOCHINESCREWS REWiRE0 444 ! rc0 I/ / t./ (SEE SCHEDULE O20 CONCRETE ANCHORS / F i' 17 1$ A ravE(SEE uOOunNO®av HET!�) .' r SHEET 13) 2"O.C. {SEE SCHEDULE ON SHEET 13} j/ /f 1. '/ i" ! J / f'' 1 CA 4 F Mme• 1/4•o-20x3/a-sS. %/ -�% F / ____ ED O MACHDIE SCREWS __f r,• USING Ila--20 NUTS "O12' C. /2'' '- D.• .250'Ltox. ---- 13 °R $ i1 r1 t f , .250' E p. f r t t 250'Kax.r � ���F1�OPTIONu ' 1l3t.SEPAPA110N TO GLwss-... —""'(SEE SCHEDULE ON SHIR E>oSTOtG pA:FS mdt WN.SEPARATION TO GLASS _(SEE SCHEDULE ON SHEET 11) E%ISnNO t t GLASS'I HV WALE, HEADER INSTALLATION � J,IV WALL HEADER INSTALLATION FIV WALL„HEAVER INSTALLATION + KEYSTONE EXISLL4G ,� i MR,.SEPARATION TO CLASS CLASS-1, Y L sswu a, i , 1 ExlsTtNG (SEE SCHEDULE ON SHEET It)-- To t)"—' 1 W 043 L� , , 1 OR MOI.SEPARATION TO GLASS CLASS) , M£DUIE 0,9¢ET ( {SEE SCHEDULE ON SHEET 11} 11 SIM' 19 d}A5o rif / t 0H D[ET I5 FOR i OPTIONAL Exlsna�c� j ,� t FE:D.•• F t iv �� 1 I 1 4• OPTIONALEi�,// EOEc r� f / t, t, ,� E.11•j` t „ tt ! - iI rr /2", j r :L�'r-- � 19 I !' , £0 3 OR I GR� ,�__-'- t1ao-2ox3/a-Ss. ptuWPs TRUSS HEAD % ./< COh'piETE ANC1H0R5 %411-20 x3 a'S.S.PHIWP'S <rj ' f'; r' t,"•�f,,,,.ro1 tAACHiNE SCRE45"NG '� US5 HEAD tVAt;HtNE SCREWS 'r / NCRETE ANCHORS ' !, l/ 1 1! zo NUTS o I2 o.G. (SEE SCHEDULE ON w/1/4--20 NUTS o 12-O.C. (SEE SCHEDULE ON SHEET 13) / r f Mln. POURED CONCRETE SHEET 13) ���tt7 ORCONCRETE BLOCK OR CO0 �BLOCK "r F �/ / �,pNCAETE ANCHORS � WW L @ HVWALL SILL INSTALLATION (SEE SCHEDULE ON LL l HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALLREQUIRED �r`� Ny WALL SILL INSTALLATION HOECDR CC11:NAH(w,OF SECTIONS: �./ INSTALLATION DETAILS_. W 1-SEE SHEET 4 FOR TYPICAL_SHUTTER *E.D.-EDGE DISTANCE . SEE L.Dl1TATICHS OF USE FOR Cid HV BLADE A`E:WXY (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 u,0 fTNNTuS CA:11 BEUR1 oSINED 2J A 4 O SUIT ITT 5i tA.7! FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. ..... vsw 2477 nLTED4.LNG BERTH M v .4 Afr���f.A� Accordion Shutter System IL E C O liH G. KK RADE#1 Wi OR w/o KK wIrnow SDE ,7 r' 71LUT TESTING & ENGINEERING COMPANY American Shu fer Sysfems .I DESCRORION DATE DRAKII W L.C. Ar AssoclaElon, Inc. 1 OLD 15-085 /27/1DATE 07/27/17 �`'•,• (Q X11..: t� 6355 KW.34U�SH.Ste.205.HRWA GARDOM rLDROA 5314 426$ Westro0ds Drive 2 �-•.......... i Ph—:(305)871-1530.Toc:(3005)871-1531 DRAWING No -�5'�d1VALtNC�" e-naE80R�ec�o712 West Palm Beach, FL 33407 s 17-107 ��irrrrriJxJx,+f't, WALTER A TTLUT Jr.PZ 4 P.E. SEAL/SIGNATURE/DATE FLORIDA uO 8 44187 a SHEET OF 20 CONCRETE ANCHORS 1 Mx STPAsarx+ ♦ , i �w.SFP+R.IDN i . coNaURED (SEE SCHEDULE ON SHEET 13) t t 1 OR Qg EwsnNc ' r� I ��� r. REQULRED EaGE aF '1,t raR ouLE E?w•D GLASS---I vx xrnuuma 3 sn¢T a,) I J •l�'"7 r / r,r, SLAB IF i CN s�lT 1g F(Yi APPLICABLE EXISTINGtD k�1i ZIM, 9 i i i 1 ALTERNATE i i' :( EXISTING ANCHOR t r 1 t r GLASS I LACAICN r (10x3/8'HEX WASHER HEAD 13ci 5 ae actEK SCREWS @ 12`O.C. j j SLAB IF DGE OF $CONCRETE ANCHORS APPLICABLE(SEE SCHEDULE ON SHUT 13) i a,EXGLSLnitt{iS--. Ofj/ ; ✓ / ,,J^,//i�jf /i • E OF EDGE IF .1/zstAB w OF MLE '/r'�!-jr�',r '//r,/%/l/�r'r/''f'.•��/U.•"//rj ' APPLICABLE / ' 1 mQ s r;j!J f'j /% ,';f-/f //' f' APPUCAk POURED E D x coPNcuRe�TE FIAT HFAO CONCRFfE AtiCHORS tai f 3xGt�t @uD ♦ POURED i!'r r/ r"i .jj%/,,' / /f J/ / Ra i REQUIRED ETE ( SCHEDULE ON SHEET 14) a ON s+¢s»FOR ---Cl)OR CONCRETE REDFLAT HEAD CONCRETE ANCHORS . c sAasou® REQUIRED E.0.' 0. (SEE SCHEDULE ON SHEET 14) V TRENCH INSTALLATION —7fI SF VALID ONLY FOR UP 70 +7q, -75 PSF A.S.O. Q1 HV FLOOR INSTALLATION t (D HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING ANSTALLATION SCHEDULE 83,SHEET)i a 1 CONCRETE ANCHORS 'J TO (SEE SCHEDULE ort '` �'� TD I I SHEET 1s} 1/-10 N�,L A 0— EXISTING Oa r IXISn1tG 7EC+Dt[anCF,ri,4'm PDwE0., CLASSvac saa%rue,m Hua atASS^-^, FASTDI RS TAPPER umrmS w/ I 1A AX. CUSS j d>sl'x,s[p4c xx xastT nl - �,J tmU�AEime t0 !3/a'tett.tY ,II6 O 6' -i On=.WAC at 11) a GC.FOR up TO C-D•SPAN gm q i i i i i 4 0.G FOR SMIS LARGER tRAY I i t i a )t4' tt TD g-W MAX.AMLY i ;Fuvrt AAT CART FtiIr�r WAD 1 1�LaAx. (TV.)LS=E NOTE t On � - ,/z' 9 D• r// 60x3/4"tLE7f &.D.•/ Sf4ZT it FQR tRaiA,W 3J8— r'VAX. : a 3 oR i5 WASHER HEAD /i^ i i n 1 mer.SEAtAHT f/ r r urea, r r a SCREWS t 37L+ -j_ @ 12'OC. rj LT,sx3l4' FOL t1� � r I,13/e', j �a �� L ••1�. , rJ _ T'e'e SCREWS @ B'D.C. a '-' (� 14x3 4'SDS. r, r'-=!-- r a r e { r %1�-tt/4's yA1i Npfs aEL T147d-20 S.S 515. 1 Ca)tCRETE ANCHORS b 1 % _ 6 ] aj A B'0.C. -- " i 1 )Id r. I,, I:i: O 12'LNG OC, 7F/NUT O 9`O.C. SCHEDULE ON 1/2 ! i ••• J'/ -r:fs____ _ )7 SFRUCTUM INN 18 )/y 1• / JSHEET ` 17 R 18 2.DO"ldN. JWALL TRIM�'DEaRA)M ----- N' ,.r�. , / / r r EDGE OF ` jr .^%' E.D. suT /r sit - f .^' ,' / / t L Bt4x.3f4�F.H.S.DS. .MIN. - jf:�..% / SLAB IF /, / o B'o.c PamEa asacRE1E / APPLICABLE CONCRETE aNcrvoRs SEE NOTE 13{e} �', NOTE T3(a} �` `�`D POURED CONCRETE (SEE SCHEDULE ON ON SHEET)POURED CONCRETE ON SHEET 9 ' ,ED:. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED MQ EYSTO E MOUNTING INSTALLATION CTsi.ONAL POURED UA)QXU A.S.D.CESM.N FRFSSUW--+84,72 6x1 CONCRETE HV WALL FLOOR INSTALLATION (JL HV WALL WALK—OVER INSTALLATION PAADuo�SHUTTER sPAH a7-W REQULRED ^_ �J HV RAINGUARD INSTALLATION t hm t THIS INSTALLATION SHALL NOTP'FOR CCURNATION Cf SECRONS, « RE14MABLE WHEN PERFORMED ( D.s EDGE TIONS CE ADJACENT TO AN OPERABLE EXIT ♦SEE LP.ti('A7t0itS OF USE FQR ,—BEE SHEET 4 FOR TtPICAL SHLaTER (SEE SFECIFGTO)5 ON SHEET 13) OR ENTRANCE BLADE A ON MEET ,BASSEMBLINSTALLATION DETAILS W.1 (D HV BLADE 7.-uODUiNTT 4NG SECTIONS CAN BE CCUBLNED 94 ANY WAY TO SUIT Ave RLSTAdLAT101L 1112j•'K A. '-.. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone ..�CE1ysF;,• v�= ozon nLTEca INC. bzaB EETNETAsuHLY.INC. 0. A.S.S.A. S L E C O �N . Accordion Shutter System Liv RADE#i W OR w/0 KV.WHM 8" American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY ICV.x DESCRIPTION DATE aPAaT+Rr: L.G. 1s-- O , Association, Inc. 1 OLD Das 7/zT t OTE 07/2]/17 i1`'•, 1 ous N.H.aeuu u„stx.Oar,lur„rw GRDERs.vlDaw sit ..YIOA.: Ph r(3os)eTt-)Sao.Fo■:(aos)eyr-)ss) 4268 WestroOds drive 2 DRAWING Na \ I e-moa:urco:ooaoLeam West Palm Beach, FL 33407 3 /y rONAtFEN�'xtL'T WALTER A.Titl7Tl'19A.P,E. 4 17-107 P.E. SEAL/SIGNATURE/DATE nlTtwA Lk./44167 6 $N7 OF 20 SEE END WALL CON LS N S ETS 10 18 SM NOTES 0-4 LOCKING RODS(D,W LOCKS(D ar EXISTING CLASS INSTALLATIONS W/ �D HV AND ALTMIATE W I=6 ON SHEET 5. Fouf go' F-I N ] **SLADE SLACK DEIPJL WF IS VAUD FOR ALL BLADE W/ HV CENTERMATES CEI %'AT.$APPLICATION WITH BLADCO (22 OR (23 SEE END WALL CONNECTION F CW35111.10 GLASS DETAILS ON-SHEET$ IQ .1-9 1 @-@ ————————————————————— -—————————————————————— @ 2'.2'91/640- 3 1/4- 7' 6 1/2' (6063-TS AUZO",& 2)Ileo UP= PPQSING SYMMETRYCAL ANGLE M/AK IRS TO COV-1-Em Q 2EE T CENTER MIN.SEPARATION V TEM . &I JIOX3/4-SUZ,0 12* W/ HV LOCK 4 gL TO GLASS O.C_FULL LENGHT. W/ HV LQ_CK_0Af_AT SEE SCULE AT 640=.2 _N­j (ON SHUTKED11) 5 1" iL_4 T IF I ; /. 2; ©a0@-OD- Fo—uT] HV8 HVQ EXISTING GLASS CONCRETE BLOCK VM1 HVA POURED CONCRETE OR RED ED SYMMETRICAL 6 7 @ RAW.SEPARATION IN (�) CENTERMAJES SCH (.,ETEO—S _j GLASS EDULE W/ HV LOCK oPnoNuON SHEET 11) MIX.SEPARATION TO GLASS @ 0 08 N REIIU OPTIONAL (SEE SoiECUL-_ DKI -—-—-—-—- 0:1 SKEET 11) (INTERIOR) C.Nc FOR] "/�Wwn ­40 0 2 n3 VARIES jiv F0_U T_ 6 1/2-MM,.=TL." F o—u_T (EXTERIOR) HVE HVF**- 1 !-{VQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 TfLTECO.INC. @2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System "IL EC 0 .... A.S.S.Aw KV. MADE#1 W/OR W10 KV wtNDOw SLADE American Shutter Systems REV.N� VCSCRIPTION VAn 'M_ 3% TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD IS-055 07/27/1; OWE! W/�17 $355 Kw.36�St,Ste.3a WZMA GAIRIDUM FIDROA Wit 4268 Westroods Drive 2 Fw.:(305)871-1530 (305)871-1531 DRAVANG Na _..11:bilt-02W.— West Palm Beach, FL 33407 3 WALT Eli- 719 4 17-107 fONA ER�MA Jr.P.E. I.. FLORIDA U.j 44167 5 SHEET P.E."SEAL IGNATURE/DATE 8 OF 20 ALTERNATE INSTALLATION WlHV "T" LOC D HV MALEZFEMALE "T" LOCKS CENTERMATES 8 —g—) & LOCKERS 2� Wf Ql) HV BLADE SEE END CONNECTION DETAI S ON SHEETS 10 a 18 INSTALLATION Ill HV BLADE t)UT IN ``-�MSTWO t� _-_ - 6. Wf HD CENTERMATES As vrt3L.As RrcuERSAL rECOALmnsHW-6 MADE(D OCTAL ImO-Rlq. 'Mc ra,�1 2lS==6 liHEEr.ud EE E>SE1,WRN fMM ALTTMR TO•���.�'�Q.�q INSULtAi[1N wM.R1c•siva M mrs=s�rEtr. ILS O WALL SHEETSCONNECTION DETA10& 8 i ®'c�•Qgo•o•�q 35 3 * � MLTCS:L'(D CpY.Ct'I]E �• i (0('ir0rW.1 4 I�'lb d N.v. 3 .SIT A G:nL AVgL OYRJ c TUEE A.M.Ea+c.Ir. 3 30 LOCK(INSIDE) iN 1 pv4risR(ztP) int. was(1YP.) (YiE tvdttctA.c ov n 1 1-- — ------------ — — --- -�— — 5 1 28 24 1 1 z u4• .. 3 QUT 31 ore i�2 3 31 aR 6@2 31 GR 32 31 OR 2 ,,��--�� � 35# *SEE raTE tvR toac 2 1/4" 0-20 x 1 1/2" S.S.M.S. lel' 35 (oPRa Ail ( WJ 7J8"0 x 3/32" WkNGNUT. (OP1-q)Eti)B—NVB AUT r toac oa stEEr s HV "T" LOCK (OUTSIDE) � SYIwL ETRICAL ND CENTERMATE SYMMETRICAL HD CENTERMATES t�sa4E AWMAAA HVG* WJ��.` LOCK (EXTE 0R) W/ ie LOCK fitTERIOR) (2074-T3 Allot)LARGE FLAXX THN a®m 6 7Uq S�aoA�O•®°' SKEET auscar.PART I alta �•�„�,�"'C;7,t7q AS VAWFACTUR D BY AVOCL CHERRY TExrMV.PAFSLPPENr.nW JERSEY V•V•`G;!q V'O a®a 07GS4 OR COUA- eve ,�•s .fl tlrgrl.y.®q©•®q a•�gti®T'43�pE •®a{1 '� 3 © *SCE MTO;CaLoma r=(Daw®LO=oRWvw3 1 #4'-UMA.ftam ft,%00$Ai.fco= 6 VA$rM ALL CEXTEFWATES APPUCOTOM WIN Wa 0 HDD—HV �s FLOATING STACK ERJA.iT'''- FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone I •. `~•'� ®2017 EASTERN METAL SUPPLY. INC. `v�cENs •:��, 02017 TLL1Ec0.INC. BFERTHA H TM 0.4 A Accordion Shutter System MME C O tNG. ■ ■ ■ ■ N.V.RADE#1 WJ OR W/O RV.WINDOW RADE •• ! _ ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.a DESCRIPTION DATE DRAar+RY: LC, a"% ' /'Q", Association Inc. L OLD 15-086 /27/1 DATE: 07/27/17 O .:.•' 4,r !E D]SS N,a.7GtA.SL,Ste.SOS.VO=AA CAROET17,FLOROA 731 ' Pnene:(305)871-1530.ra.:(305)871-1531 4288 Westroads Drive x DRAWING No """" Cy\ E(1 a-mai:tltewo4a.com West Palm Beach. FL 33407 3 ANAL IIIIt ER-05719 4 17-107 " -••_' AYIAIII %ULTER A TIUJr Jr.P.E. fLOFWA V--144157 5 SHEET P.E. SEAL/SIGMA UP.E/DATE 6 9 OF 20 f 1 POURED CONCRETE POURED CONCRETE UREO CONCRETE PAr RED CONCRETE OR { V OR CONCRETE h OR CONCRETE ;•A OR CONCRETE '\\ CONCRETE BLOCK WALL 'r'REQUiRED BLOCK WALL REQUIRED ��/ i BLOCK V1ALL REQIRRED { 1( BLOCK WALL REQUIRED !~ EXISTING GLASS I� / CONCRETE ANCHOR' EXISTING GLASS %/ % /�ExISTLNTT'c�cLAs I l+ / z-NTN. EXISTING GLASS ? O I6'O.C. •,MIN..' — ,�' ij ` /, r WN.�P LXi �� T To GLASS(S<E r 1.SEPFAA710Y _ saED1rE aw sFEr : i ro l! I IEQ cQ� TCl D15S(SEE � 11 FOR BIAfl=0FND { .� ! `, DL.iE ON S'tEET {/ i 1' t TO GLASS(SEE •t SCtEDTAf ON SHEET i f 16 ic3•MAX. ON SLiEET i9 FOR 1 -•�+/ '` 11 fat ff•SDE oMV J f 1 �' SCHEDULE TNI SET 11 FOR DIAD-c(Dim (6063-T6)CONT. (DO 61 ON T 19 FOR 1/2- r X79 . ON SHEET t9 FOR! ALUtd.CLOSER f ` 3 SAMS(1)&i� T--�- BLADES 6c tArATE AT t FOR BLADES Q3•QF,"} PLATE (LOCATE i/2_� ,r OF 5}SIDE f AT EITHER SIDE MINJI—c 1/2-MIN. -----� I 4 USE 7.OR 2•MAX. 10 t/z sM.s I I _-- (AS APFUCARLE)Az'X1/a':D 4, V a( —t ALUMINUM CUP ANGLE itDXt/2"S.M.S. _—_-- ® 76•o.c. I _—_—_ O 16.O.C. < 1 (6063-T6 A710Y)AT MIDH / (t)jlOxl/2-S.M.S.TO(3)(2)1/4"0 TAPCONS ANCHORWALL AT 1"O.C.(LOCATE SEE DETAIL X FOSIDE CONNECTION t �R ENHER SOEOF©) RQ OR } • SEE DETAIL X FOR_J// t OR Q` TO TRACKS /�SIDE CONNECTION a®«©'1Ja©o10• « SIDE CCVNECTISEE DETAIL X F TO TRACKS aa 6 7••8 tO.�a 18•�c*�•�Q•�« TO TRAC • a ,may �.®a�.©a(�.�a ®•Ii,�a1�. B B.©a ®•0«Q�.k�«�.®«� ®•�ac�.a�®.®a ®•�«0.6.�aC�•�«� ®•+®«0•S�«�•Q�«©"� 4.6 «4®«C�-�«�•� END CONNECTION L END CONNECTION DET�I 2Q END CONNECTION DETAIL 03 END CONNECTION DETAIL DETAl i REOUIREO ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR /—EXISTINGf CONCRETE BLOCK WALL— lr. 1, ' ^- ! .+ MI`.SEPA:A%=N r' jIOAi/2'S.M. ° '-` ~y__--.i- - _-------- TO -_-_-- / TO MASS(SEE ! a 16"D.C. MLN.TEPA AIKkY a -- -> _ - ,•' SPkUSE ON SFELT TO GLASS(gE ---- --- �"----- - --- 11 OR 8 OR t Oli 11 FOR BATE 0AAD CONCRETE /f2•LAIN. 50+£OIAE ON SMcfT - ^- _ - CN SKEET 19 FOR A14CHOR 0 it FOR BADE GLAND 4 - _-- �OR@,OR qOR@ CONCRETE r' BADEsOa p 12o.c 5 ' tea&Ip L----- - QR i i ANCFLGR r' � ®tic 1/z'MAT. r 1 4 t? 1 Y -�!Imo'^- _— EO 2'MOT. 2"MIN. ! i • SEE LIMITATIONS OF USE FOR ����� y . BUOE@ON SHEET 19 @ORt@. OR(qOR@OR@ .VI.:i—.: DETAIL L POURED CONCRETE CR a�«(Q O]«®a1D �« ,o.�«®' „ a END INSTALLATION CONCRETE BLOCK WALL ID.�a®.OaQ•®« (D-0-GI-0-0-0- REWRED r1 HV BLADE OR HV WINDOW BLADE INTO fl tQ O«{fl O'63« a S�«C 0°O 6 « c CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5(J ® ®«�•�«�d «6 AA N C ION DETAIL© .0.0 FLORIDA BUILDING CODE(Non Nigh Velocity Nurricone tone' ,r' c 1 02017 TR.iECO,INC.72K7 ®2017 EASTERN METAL SUPPLY,INC. \/1� ''u� ^�sF' `'' BERTHA HVTM E A S S A Accordion Shutter System 7E ._ LEC INC. ■ ■ ■ ■ KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE ` */ AmariaaR Shuitar S tarns TICCIT TESTING & ENGINEERING COMPANY EV.x DESCRIPTION DATE "M MY.- L.C. Q' \ ASSCCICtICR. IRC. I OLD 15-065 /27/1 DATE: 07/27/17 O�• A(j \\ 63$3 mv.36N.st,Ss 3os,Luc u M'tVJ s.nOFMA 3316 r \ Pnon•:{309}871-1930.fox:eo(SO9j875-,931 426$ WestroDds Drive x DRAWING No '' ••• o-mal:ttteeoccolm West Polm Beoch, FL 33407 ""ONAL 0NOlx/} WALTER A.TWT 19 Iar. 17-107 '`O j ••,,��nA�•�• FLORIDA U.11144167 3 SHEET' P.E. SEAL/SIGNATURE/DATE s 10 OF 20 SCHEDULE #1 SCHEDULE 42 SCCHED LE#3 MAXIMUM SHUTTER SPAN "L+" OR 'L—" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND (ft.). FOR INSTALLATIONS W/ SOMMI OR -L-- (ft.) FOR OR "L—" (ft.) INSTALLATIONS CENTEgMATES.@ &®or Q9 or INSTALLATIONS W/ p CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN YJ/ ONE H.V. LOCK ® or® or or ''' & W/ ONE HV LOCKS 41ANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK �IVNO LOCKING RODS ar ONE HV LOCK or or """ L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENi�Al� 2808 29 VY ONE V7 NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C. D, E. M. N, 0, P, Q. AS.D. DESIGN PRESSURE RATING, / / ® pS MOUNTING F. K & L R, S, &V. �.,C,,'T" LOCK 30 WjTWO LOQNG {SEE NOTES T.Yt) `� (VAUD FOR MOUNTINGQ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 lT{OO��iP�&,G,V.DO V BOTTOM tkSEE A�t SHEET 7) FLOOR/CEILING G. H. I, It, J T, U. W & X STALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCAETi=& 2MAUAMNS CCNCREf TI NS:QQD CONCRETE MOUNTING gt t3 vAzxuu NAx1su1 GIVEN A POSITIVE A5.0. DESIGN PRESSURE RAIINC, Asa 6t31C/ Asa ossa+ ASA,CMGN INSTALLATIONS DETERMINE MAXIMUM SPAN"L+'FROM SCHEDULE A4£Ssun WALL MOUNTING FLOOR/CE-1a �=` Vj-L�1T= = rLOCR/CDLmG etNJrmNG W,4 MY= GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATL'JG, MOUNTING rwl) FlaOR/CDU G uOtIMO 6' 4 DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. (r _) C.CIR-I h DR-) FLOOR MALL UOUNTNG Ar, L f (G L-i6) t F (A) t-LW L F (a) L-(9) L t W L-(N) V MAIDMUM SHUTTER SPA14 'L+"OR'L=FOR 30 OR L 16' 0' t6'-0' t6'-0' 16'-T 30 16"-0' 16'-0' 30 16'-O' 16`-0' INSTALLATIONS INfO WOOD SHALL BE LIMBED TO FINAL MAXIMUM ALLOWABLE SPAN i5 EQUAL TO THE 105 PSf.AS.D_DESIGN PRESSURE RATING. A'!M A DETERMINED SPAN BETWEEN'L+'AND'L-'. 3S 14'-10` 14•-10" 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15'-r 16'-10' 40 13'-1Q' 13'-10' t4'-2" 15'-2' 40 f3'—lo' 13'-to' 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1` 13'-1' 45 1J'-4' 14'-3` t' HV CORNER CENITRMATE 63 MAY BE USED AT All COMBfNAiIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' t2'-8' 13'-7' 50 t2'-5' 12'-S 50 12'-3" 13'-1' MOUNTING INSTALLATICNS.LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 I1'-f0' 11'-10' f2'-1' 12'-1f' S5 it"-f0' 11'-l0' 55 11'-1' 11'-11' SHALL Be AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'_4' ts'-7' l2'-4' 60 It'-4' 11'-4' 60 to'-2` f0'-tt' NOTE g5•SHEET 5. RATING: 65 t0'-10` 10'-10' 11"-1' il'-l1' 65 10'-10' 10'-10" 65 W-$" 10'-1' DETERMINE; U+>:+MAX.SPAN FOR WALL MOUNTING N9STAUADONS. 70 16-6` 10'-6' UY-9' I 11`-S` 70 10'-6' 10'-S' 70 8'-9' 9-4" Li+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 t0`-t' 1D'-i' 10-4' 91'_1' 75 10'-1' 10'-1' 75 - 8'-9' i f EXCEPT THAT MA)6MUrd SHUTTER INSTALLATIONS. 80 W—lo' 9'-10' t0'-a' to-9' 80 9'-t0' 9'-f0' SPAN'L.+`OR'L AND MAXIMA AS.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65 9'-6' 9•-6' 9'-9' 10'^5` 85 9'-6' 9'-6' PRESSURE RATING FOR LYSTAL APONS INTO CONCRETE RATING: 90 9'-3" 9'-3' 9'-5' 1fY-/' 9D 9-3' 9'-3• OR CONCRETE BLOCK SHALL BE LIMITED AS FOUAWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING I. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W-0" 8'-9' W-2` 9'-f0" 95 9•-0' 8'-9' LIMITED TO +64.-72 0.6.f. AND 8'-0" SPAN, SEE L2--MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9" 8'_4' 9'-0' 9'-7' 100 W-9' 8'-4' MOUNTING M@ON SHEET 7. INSTALLATIONS. 105 5-7' 7-11' B'-9' 9•-4` 105 8'-7" 7"-11' 790 8-4' 7'-7` B. 9'-2" 110 8' 4' 7'-7• FlAWL IdAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN'L,+', "L2+", 'Lt-"AND"L2 115 W-2' r-3' 8'-4' w-11" 115, 8'-r71-3" SEPARATION TO GLASS SCHEDULE 120 5-0" 5-Ai' 8'-r 8'-S' 120 8'-0' 6'-it' (4) GO To ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-I0' 6'-S' 87-o' 87-5` 125 7'-10' S-B" ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7_8` S-5" 7'-f0' S'-7" 130 7'-8' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE AIAXIAIUM ANCHOR 735 7'-7' 6'-2' r-9' 7-9` 135 7'-7' 6'-2' SPACING. 740 r-s` W-11• 7-7 r-6" 140 7'-5' s'-„` ASTM E-1996 SEPARATION 145 7'-3" 5'-9' r-5' r-3 145 7'-3` W-9' TO GLASS 150 7'-2' S'-r 7'-4' 7'-0" 150 7•-2' 1'-7' 155 r-0' S`-5' r-r 6'-9` 155 r-o' W-5' 1 THRU 3 )"• 160 W-11' 1'-2' 7•-t' 6•-r 160 W-1 f' W-2- 165 6"-10` 5-1' 7'-0' 6•-4' t65 5-10" 5-1' 170 5-9' 4'-11' W-ti" 6'-2* 170 6'-9' 4'-Il' 175 5-7' 4'-9` W-9" 6'-0' 175 6'-7' 4'-9' 180 W-61 4'_S' 6'-6` 5-10` 180 5-6' 4'-B- HHV BLADE t85 6'-5" 4'-6` 6'-7' 5'-8' 185 6'-5' 4'-6" 190 1 6'-4' 4'-5" 6'-6' S-6' 19 1 W-4' 1 4•-5" 195 6'-3' <'-3' 6'-5' 195 6'-3' 2CO W-2' 4'_r e'-4" 5-3' 200 205 6'-1" 4'-1' 51-3' s'-1` 205 1 6'-1' ,4r "' .. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone; 09 2017 EASTERN METAL SUPPLY.INC. CHs, Tw = 02017 1L1ECa.INC. G ��•;. BERTHA H M M TM i 1 L i E C O I N G. A■S■S■A■ Accordion Shutter System *. _,_.� •�, H.v. BLADE#T w/OR w/o H.v YANpIaY BLADE •O', .&[/ TI LIT TESTING & ENGINEERING COMPANY American Shutter Systems RCV.Napegfilprim DATE DRAWW BY:ULMY.La. % 4C Q' t Association, Inc. I OLA 15-085 /27/1 DATE: 07/27/17 am law.36th.sa,s#.305.»>ia;u 6ax6ars,ItrRmA 331 P1wnh!(3o5)S71-1530.F":(365)871-1531 4268 Westroods Drive 2 DRAWING No \ 1d ,- 91.wt..00401— Y/est Palm Beach, FL 33407 3 tf1`'"'••••••• C?`,4 EB-0066719 4 17-107{IT—}I V�L 7 A ty nnr,'�L yilil,P WALTER 0.Tnuf Jr.P.E. •�•ujv'r„�` rLOPoOA Lia 9 44167 5 SHEET P.E. SEAL/S1GtSATURE/DATE 6 11 F 20 :.a .+i : t .R+ •i 11A . l!0.i :. Mo) zm 9 :Ill :1.4*IZIUMMMIIli :gI +:: '+.• � „• JI. 11 •: �. :�l •: h+� ;al :.� ..+' a.• 'I��fdt-'��L�I ELAM -• 31i a' . a ' n. tt . .. .. nNINWO],.- . . 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(Min.Fe o 3 trj SPAIOwn IR61[tE F14q'�'fiE aaNx 1"! .OcTF,•Y AErAi1VE PRF334.x RAR6'G(Py) 0.0=4 AEG RIVE PRESSURE TA M6 - 1/4.0 BLUE TAP CONCRETE ANCHORS tW/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.fie-2 ksy TAPCON OR - 1/4ro TAPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,RFC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30 48 60 75 90 120 SriD 205 30 40 6017519011201160 205 S0 i0 60 175190 T20 160 205 TAPCON WITH ADVANCED COMPANY OR ANYOTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSMAT1ON,INC _ 14 12 10 9 18 B 6 5.5 14 12 t0 1 9 H I 8 1 6 6 14 112 1101 9 1 0 8 G. 6 THREADFORM TECHNOLOGY (wn,VC=3 ksi) t4 t2 10 9 $ 8 6 6 14 12 t0 9 8 B 6 6 74 12 11019 8 8 6 6 ALL POINTS SOLID-SET •1R 14 [2 10 9 0 8 6 6 14 I2 f0 9 8 8 6 6 14 12 t0 8 B B 6 S BLUE TAP YN/CAP NOTES: s4 t2 t0 4 i a 8 6 7 t4 12 10 9 a a 5 6 14 12 10 9 8 8 6 8 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON VM ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 6S 3.5 14 12 t0 9 a 8 6 6 i4 12 10 8 8 B 6 5 ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2% 4.-0. 14 12 IO 9 0 8 0 6 14 12 10 9 8 8 6 6 14 12 10 % 8 B 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 ifl 9 8 8 4 35 A.2)MINtMUM EMBEDMENT OF 1/4'0 X 3/4'ALT.POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEaMENT t4 12 t0 9 8 B 6 4.5 14 12 10 9 8 a 6 55 14 12 10 9 8 8 5 4S 4 SEE tAtRxltO:+s CF'USC FOR INTO STUCCO SNAIL BE PERMITTED. 1/4'0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2'L014G MINI ldUM SH4UlA STUCCO t4 12 t0 4 7S 35 35 - 14 12 10 2 8 8 6 5 14 12 10 9 B T 55 4 pLtDO A70N Sr61S 19 EXIST.AND t'MINIMUM FOR WALL WITH NO STUCCO, 5.�. 1; 12 10 9 8 8 6 6 14 12 10 8 9 8 6 55 14 12 10 9 8 8 6 4-5 C 14 12 10 9 8 7 4 - 14 12 10 9 6 6.5 5 3.5 14 12 SO 8 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.FAVERS OR ANY VENEER BE FOUND ON THE rASTONG WALL OR FLOOR. T4- t2 tO 9 8 T3 45 - 14 12 10 9 -r,-r 6 4.5 14 12 10 9 8 6 43 .75 ANCHORS SHALL BE LANG ENOUGH TO REACH THE MARL STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 65 45 - - 14 12 10 9 8 7S 53 4 14 12 10 9 6 6 43 3.5 NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SI02NG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENCINE'ER.FOR 14 t2 20 8 B 8 6 - t4 72 10 9 a !4.5 5 5 14 12 10 9 a 63 5 35 RNSTALLAT(ON INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 9.5 7 4 S 14 12 8 6.S 5.6 4 3 - (8) TO DOSTWC,CONCRETE BLOCK:(ASTM C-90) t4 s2 10 9 8 6 - - 14 12 t0 9 9 5 75 14 12 10 8.5 8 5 4 - _ 1/4-6 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.OUILDEG. 14 t2 5 63 53 3 - - 14 t2 10 9 8 4.5 33 14 12 10 9 7 5 35 3 - 1/4.0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS OISTFOBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ?,�. 14 t2 to p 8 8 - - 14 12 10 9 B 5 ♦ 14 12 10 9 7.5 53 4 3 - 7/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS OIRECf.INC. 14 12 t0 8 65 4 - - 14 12 9 TS 6 3.5 - 74 10.5 7 5,5 45 3.5 - - I/4'0 TAPPER+ANCHCRS AS MANUFACTURED BY POWERS FASTENERS.INC.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SP'ECIALTY l4 12 10 83 7 4 - - 14 12 10 9 7.5 4 - 14 12 9 7 75 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENOCR REGISTERED VXH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.DNC. 45 - - 14 12 10 9 7S { - 14 12 4 7 6 458.�. 14 12 10 9 8 63 - - 14 72 10 9 8 4 14 12 t0 B 6.5 S SS NOTES: t4 12 85 7 53 3 - - 14 12 8 SS S5 3 - 25 93 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4-AND TAPCON t4 t2 83ITS 6 - 14 12 93 8 e3 3 - 14 12 8 6 6,5 4 - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1. t3193 65 5 16 - - - 14 12 f0 8 65 5 - - 14 12 a 63 5 4 - g.-O. 14 t2 to % 8 - - - 14 72 7tl p T5 4-5 - ^ 14 12 9.5 7 55 4 - - 8.2)MINIMUM t7dBE0MtI.T OF 1/4'0 x 3/+'ALL PORTS SOLID-SET ANCHORS SHAH 8E ENTIRELY EMBEDDED INTO 711£CONCRETE BLOCK.NO _24-111-5115 6 4 - i4 11 7 55 5 3.5 - - 11 8 5S 4.5 35 - - EMBEOMENR INTO ST=0 SMALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL CE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 8 63 43 - - 14 12 95 7 5.5 4 - 14 103 7 SS 6 4.5 - EXIST.AND i-MINIMUM FOR WALLS MIT NO STUCCO. 11.5 55 4 - - - 14 12 9 7 6 4,5 - _ 14 11 7 55 45 3.5 - 10.--4. 74 12 t0 9 17.5 - - - 14 12 10 B 63 S - 14 12 B 6 5 ♦ - 8.3)1N CASE THAT PRECAST SFO.NE.PRECAST CONCRETE PANELS,PAVERS 4R ANY VENEER Be FOUND ON THE EXISTING WALL OR NTApt. 14 TITS 7 5 3.3 _ _ _ 13 95 65 5 4 3 - - iO 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MA714 STRUCTURE BEHIND SAID WALL F0415HES.ANCHORAC>E SHALL BE AS INDICATED INN 14 1i 75 5S - - - - 14 17.5 9 6 5 s - - 25 95 6 5 4 4 - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL 51094G OR WS WITH OR WTTHOLR METAL STUDS CONSULT THIS ENGINEER t03 8 5 - 14 12 S &5 55 4 - - 13 10 65 S 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. t4 I2 10 - - - - 14 72 9 7 6 aS - - 14 70.5 7 &S 4.9 35 - - (C) ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 93 5(- - - - - 12 9 9 45 4 3 - - 8 7 4S 3.5 3 - 14 t0 7 i - - - - I4 70S 7 55 45 - - '- ii5 85 55 45 75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - - - - - 14 11.5 7,S 6 5 - - - 12 9 6 4.5 4 - - - 14 12 to - - - - l4 12 9 63 53 - - - 13 10 65 5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I1 8 5.5 4 35 - - 8 6 4 3 - - MMWUM ANCHOR SPACIIGS ARE VAUD FOR EDGE DSTANCES INDICATED BELOW.FOR C.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 135 95 d - - - 13 93 63 3 4 - - - SOS 8 5 4 - - - BY MTA1tr21tAG SPACI.YO SHOWN Ott SCHEDULE BY THC FOLLOVANG FACTORS. 74 OS 7 SS 43 - - - 11 BS 53 4.9 33 - - REDUCED SPACING OBTAINED USING FACTOR SHAD.NOT BE LESS THAN MINIIILM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 115 7.5 6 5 - - t2 9 6 4.5 4 FACTOR t3'-D'TES a _ - - - _ iO 75 5 4 3 - - - 75 3.5 4 3 - - - _ ACTUAL TAPCON WITH ADVANCED TAPPER + 12 9 8 45 4 - - - %3 7 5 ♦ - - - ' NV Oc 0� EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP EY- DICTANC£ THREF.DFORM TECHNOLOGY MIN.SPAdNG 8 b - - - - - iJ 93 65 $ - - - - 0.9 7S 5 4 - - - - E.D. MIN.SPACING 3' MRL SPACING n 3' MIN.SPACING-3 1/2' MIN.SPACING-3' 3 3/4- 4' 14'-0' 14 12 - - - - - - 74 10.5 7 65 - _ It 95 55 43 - _ - p (+ ttl 73 - - - - - - 9 7 !S 35 - - 7 5 3S 3 8 DE W POURED CONCRETE& F%;,ED wJORET M1111TE_ POURED CONCRETE& POURED CONCRETE&Pq o CO✓t�7C E TOCK 715 6 - - - - - li a 53 45 - - - - 9 &5 4S - - - - ') HV WINDOWCONCRETE E BLOOK UJL ED.•3 1/t•Ittt EO.2 i/2• CONCRETE BLOCK COt4ORE7E BLOCK EA•S 1/2'ICY.C0..21/Z' IAN.FLL.•S" eGN EA.3 1/2' MtI E0..3' 73 - - -I-I- - _ 12 9 6 - - - - 9.5 7 45 - - - 3• Lo 0.90 t.0 0.78 1.0 0.84 1A 15'-0' 14 - - - -i- - - 735 10 63 - - - - - soya s - - _ _ - Bt.ADE O{(V RKtNG - - - 9 - -t- - - - 65 4 _ _ ^ Cb 5 3 '_ IN UNISON ♦ z T/z' 0.71 T.D 0.51 T.D t0 - - to5 8 5 - 85 6 4 - - - - 2- - 0.71 - - 0.51 7 -I- •• _ - 115 65 55 - - - ff K. 4 - _ _ T 3/4- - 0.91 - - - 0.43 to-a, - - - - - t2.5 95 6 - - - - - - 1 t/2- 4.35 - - - 0.35- - - - - 8 6 i - - - - - - - 93 - - - 95 7 s - - _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone at41111 A��.Va•. 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N. 0 & R FLOOR MOUNTINGS P& Q S&V S&V S&v w&x W&x W &x 63711L92S 38�8ittY7{.� Q3lt8SitELC!G rfyf t6g1t7t3E!17398 OD'C{pj tE971tOA3T RR3SF£fAG{ty)tSD.943i 8T7¢E iD341FTflC({�+ 05Gf1EW.`.TFB$Er 170aR) OLY71 Y0:.tRffiiEfl7C{Pfj RSD1/E8u"fiP117G rj/t 63WFL971lEi4IIaR^EM6L(„t�LS56IDbRFk3D0LT�f 30 40 160175 SO OS 30 40 60 75 90 05[12 40 160175 90 05 30 40 60 75 190 05 30 40 60 75 90 O5 30 40 160175 90 N 05 30 40 60175 90 O5 30140 60 75 90 05 30 4016075 90 45 30 40 60 75 90 05 '-tY'OR 12 10 10 9 8 8 6 6 6 6 6 6 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 6 6 6 5 4 4 4 3 72 12 t2 12 i2 12 t2 12 72 12 12 12 12 72 12 12 12 12 4•_p" 12 10 10 9 8 8 6 6 6 6 6 6 10 10 9 8 B 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 /2 12 12 12 10 10 9 8 8 6 6 6 fi 6 5.5 10 to 9 8 8 6 6 6 6 6- 5 12 10 10 9 8 7 6 6 b 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 0.86•-o" 12 10 to 9 8 6 6 6 6 55 S 10 10 9 8 5 6 6 6115�NZ5 12 10 10 9 6 3,5 6 6 8 6 5 4.5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 t2 to to 9 6S a 6 6 6 S .5 4 tp to 9 5 3 6 6 6 12 10 10 7 3,5 - 6 6 6 5 4 .5 6 5 4 a - - 12 12 12 12 12 12 12 12 12 12 12 t0. 12 12 12 OS 85 7.5 8'-0 12 10 10 75 4S 3 6 6 6 5 4 3.5 10 10 6 3.5 - 6 6 512 10 10 4 - - 6 6 5 5 5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 t2 11 9.5 12 12 t5 9 7.55.5 9•-p" 12 10 10 5 35 - 6 6 55 S .53 10 9 a - - 6 6 4512 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0 12 12 12 1 9.5 8,5 12 12 1a 8 65 5.5 1p•_p" 12 10 7.5 4 - - 6 6 5 4 3 - 10 6 3 - - 6 6 4 12 t0 3 - - 6 6 4 S 3 - 6 5 - - - 12 12 12 12 i. 9.5 1212 12 0 8S 7S 12 12 9 7 6 5 2 10 SS - - - 6 6 45- - - 72 t0 a5- - - 6 5.5 3572 S0 - - 6 .5 4 - - - 6 5 - - 12 12 12 12 10 65 12 12. 12 9.5 6 7 12 12 8 55 4.5 12'-0` 12 10 4.5 - - 6 6 4 - - 12 10 3.5 - - 6 5 3,512 10 - - - - 6 5 3.5- - -• 6 5 - - - 72 12 72 L 95 8 12 12 11 8.5 7 6 12 1.575 6 5 4 13'-0' 1t0 - - 6 6 - 12 t0 - - - - 6 45t2 .5 - - - - 6 .5 - - 6 4S - - - - 12 i2 t2 8.5 7,5 12 12 70 8 65 55 i2 0.5 7 S 45 4 l4'-0` 1t0 - - 6 S - - 12 7 - - - SS 4.5 - 12 7 - - 5.5 4.5 - - - 6 3 - - - - 12 72 t2 9S 8 6 12 12 9S 7.5 8 4.5 12 9.5 6S315'-0' 16 - - 12 5 - - - - - 6 - - - - - t2 t2 11 9 7.5 5 12 12 85 7 8 4 12 9 fi 5 6 - 16'-D" 16 - I1. - - - 5 - - - - - 6 - - - - 12 12 0. 8.5 6.5 4 72 12 8 16.515 3 1. .5 5S 45 3S - (:1) HV BLADE OR d) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦SEEAnn DT IAE FOR MAWf NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.A14CKCRS TO WAIL.FLOOR OR SOLID VMQO SOTTO SHILL BE AS FOLLOWS 3.SU8S0N1E SHALL CONS=OF THE FOLLO"C: -SOUTHM11 PRE Na 2 W/G-0,55(NDS) -1/4.0 TPFCON ANCHORS,AS MANUFACTURED 6Y LT.W.SLILLEX W/=MUM DAEDUCHT AS[NlXKTED AT -DC=AS FUR W/a-0s0(KILO) EACH%-=(04 SHEETS 16 Y 17. -SPRUCE FINE FIR NORTH W/0-0.43(LDS.) EXCV?nO:SEE NOTE 2 SOON. -SPR)CE PURE RR SOUTN W/x-0,36(N.05) -IUN.1/2'IDX PLYWOOD(1988 APA) 2.A1RcHORs Ta HOLLOW C10=SMALL BE AS PER=44TIN0 TRE U.SHEEP'17 AND SWILL CONSIST OF LAC SCM5 AS FIR NOS 2D15 SPFCIHCADCNS A4.NCHOR'S S SMALL BE 11P INSTALLED FOLLOWCNJ ALL OF THE R=WJEN'OATIONS M9 SPECOCATOM OF THE FNrrrr"""'•r FLORIDA BUILDING CODE{Non High Velocity Hurricone Zone 1/t11` • ...... . +� 02017 RUECO DRC. 02017 EASTERN METAL SUPPLY.INC. �1 � ENs�; BERTHA HVTM Accordion Shutter System A.S.S.A. H.Y.BLADE#1 Wf OR yr/o H.0 vdNXPrr BADE TILUT TESTING & ENGINEERING COMPANY American Shaffer Systems 3CV.H oEscarnoN DATE DRAWN Br: L.C. Association. Inc. t OLD 15-065 7/2717 OATS: 07127/17 6355 N.W.36th Sx,Ste.3tt5,W{TAMA 44R00R5.fl0&,DA 3378 ^7Qit 4268 Westroads Drive 2 : Y I PtuMe:(305)871-1330.Fae:(305)871-1531 DRAWING No [P.E. /y......... �� tit 6-mnE GO0c��coen West Palm Beach, FL 33407 sAy/4NAL �� 14tWALTETR A rUft Jr.P.U. 4t7`t(wi7 Rj1FLORIDA Ue.f 44167 S SHEEP SEiSCf3t&i6AiURE/GATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & 2 HV* BLADES AS APPLICABLE SHUTTER SPA L+ OR L— EOR I STALLA IONS d W OD WITH HV BLADE 1 ONLY SHALL W""AMSH BE LIMITEQ TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEEJ 1 FOR MAX SPAN & 1/+'o TAPCON OR ON lYiTH ADVANCED .S.D.ADESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON TAPC 7HREAfir TECHNOLOGY tl N 1/4-0 PCOTAPCON WTH ADVANCED THREADFORM TECHNOLOGY DFTHREADED AREA TO aN f r I '� W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXiSRNG ( LGL SP,Aq l 1 1 t EXWING WOOD HEADER. } tY000 HEADER.(SEE SCHEDULE ON SHEET 15) [ To Guns(SFE 1 OR (SEE SCHETHAE aN SHEET 15) !'1 t 1 1 SC4REWS W 3/4'S.S.MACHINE �_SCYDUE ON SHSII L t 8 /1/+'-20 NUTS ( ON SHEET 9 FCR s t 1 DR 1®• ` / ® 12'O.C. F: ttj' ,i 1•u;o. a Exm uG C ehoEs tD r� w 1 G1AS5--T �• ! ! { 6 1 1 i/ �1 •'` 7' jN 1 OR 1 n [ FINISH i L WALL ,! I.r0PT1ONAL ( EXISONG MDL. D FINISH !3R v _2'a4-WOOD ♦ LL171��� EXISTING MIN. !(nHtHII �^ H..AOc"R PEOUIREO —1/4-0 THREAD TECHNOLOGY W/ 1 1/2' t GR® HEADER WOOD I1I R l I; t `y '?"` 7 j o TAPCON OR TAPCON WiTti ADVANCED E7tC3TDLG 9 SOL SEi>:RtTX,N '1 I ) I I 1 II 1}1 ' I�4 f t;`i Min.PENETRATION OF THREADED AREA TO CLASS--I TO GLASS(SEE yt MBi stFARAOON TO GLASS E/ l is } 'l EXISTING WOOD HEADER. I it FaR 6l«"SHEET k'e d)AND ExiSn?.0 J^—(S£E SCHmtILE ON SHEET 11) t t} p l jt�t}�14'* ` .u (SEE SCHEDULE ON SHEET 15) ON S,.--X 14 FOR G "t L '1 t 4 2'a4'CONT.SILL PLATE REO"D. � �HV WALL HEADER INSTALLATION @HV WALL SILL INSTAL TION l HV WALL L HEADER INSTALLATION I 1 1 Mcv,s rPAwmoN To Gtass I ( t E aS= MIN SEPARATION TO SHEET 1 a.��s--.. EXFSnNG �—(SEE SCHEDULE a"4 SHEET 11) t UN. SCHEDULE ON SHEET 11) -- t JOL SEPAPAnO,Y TO GLASS 1 1 GLAss� ' �G�pSS--.E 1 (SEE SCHEDULE Cu SHEET 11) [ a E REND L a L v t 1M/A4CitNEOSC'REtss.S. II , -;"r 1/4'0-20x3/4'ss. I 1 'MACHINE SCIRM W/ .) I• ' 0 I D.C. 0 HUTS 1/4--20 NUTS 0 12' ; C 12'O.C. I I FINISH 1 1�ALL a.c Mr (��� I ��` SLI 1 OR1$ 1 I I $ °rt�'� t as i5 ';1 J i 1 �If : � 2':4'C0.YT. 1 t�' z WOOD PLATE / , 4 REO'D. � 1 1 i tv 1'Mtn. f I � 1"Mm. } 1/4"4 TAPCON OR TAPCON v1TH ADVANCED cs1 d i 1 THRs-ADPORM TECHNOLOGY W/1 AT � t I 5 2'z4'CONL I � `\1 Min.PENETRAnON OF THREADED AREA TO 1/4'0 TAF-CCN OR TAPCON WITH ADVANCED 41 !14}, i/ }t 91t PLATE tk} i """' FXISTRi6 WaOD HEADER. THREADFDRM TECMNCL=W/1/2' I t ' t t } t/a'o TAPCO`L OR HOSE: I tREaro. ti f y) (SEE SCHEDULE ON SHEET 15) i {tat S I• ', \ TAPCON WITH A1TVANCED 1-SEE SHEET 4 FOR TYPICAL �,� { �,L t! �WFLl.FINISH '2'•'n.PENETRATION OF THREADED AREA INTO Pt1rWD00 1 2'M1N.COXA 7HREADFORM TECHNOLOGY SHUTTER ASSEM31Y. 1 (SEE SCHEDULE.ON SHEET 15) EMIT MIN.2"z4' / "I STUDS @ 16'Q.C.MAX._,PLYvl000 REO'D. W/ t/2'Min.PENETRAMON OF 2-MOUNTING SECTIONS CAN OE 1/2'M:CI.CWC PL'M1Y000 REO'0. YlALI.FINIS THREADED AREA INTO PLYVOOD COMEINED IN ANY WAY TO REO'0.PLYWOOD is BE (SEE SCHEDULE ON SUM 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION MIN.ra4-STUDS B 16'O.C.MAX.REO'D, ATTACHED TO STUDS IN PLYv+0w TO 8E ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH i�`'` YaITFT SECTLOTt 2308 QF THE F.B.C. SECTION 2306 OF THE V HV WALL SILL It�STALLATtQ`� s sTE w,t�ATLaNs of U(of P HV WALL SILL INSTALLA[,ION , F.B.C. BLADE t oN SHEEP 19 �1CC,i�.,,, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1111111"'ISR A. T/ ' 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY,INC. 1`T '.,1cF.... .'v , —�-� �6� BERTHA H TM ' (1 L.7�q A. „ .A„ Accordion Shutter System Hv elaDet w/OR w/o tau Wtrtooa ear TIWT TESTING & ENGINEERING COMPANY American Shutter Systems .N DESCRIPTIDN DAZE DRAAIL 6n LG Association. Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 6355 N.W.35th.St„S.3D5,ttl1CttCA G.L'iDfNS,RCR&st 331 p A 1v Ptwe:(305)671-1530.rRa:(305)871-1531 4268 Westroods Drive 2 DRAWING Na �nll]n '• 1\ a-mel:NaaeoOaol.oan !Vest Polm Beach, FL 33407 3 ss �}164L, Ee-ODD87L8 17-107 :.M Sp1 u`.`d'"LIT WALTER A.TILUT J,P.E. 4 P.E 4V/�• jdATE FLORIDA U.1 44167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTILLATIONS INTO WOOD WITH HV BUDEIn ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEES 19 FOR M X SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE CI)& dA) WORKING IN UNISON 1 2"hflfl� T�4�*.TAPCCNI OR 4"xB*(Lgn.) N V4TH ADVANCED E)USn'NO IT—77— E(IF APPLICASM TH EDGE iRr TECHNOLOGY WOOD EEALM REQUIRED, STRUCTURAL ADEQUACY- ;A�FO '2ftM Wn.PENETRATION I/ S.S. OF E)TSTING WOOD BFAM Or THREADED AREA TO HEAD To BE CERTIFIED,BY 1% OUSTING 14,000 HEADER MACHINE SCMVS -R OR DUSTING WOOD REGISTERED ENGINEER (SEE SCHEDULE ON SHEET 5) W1 114--20 NUTS ARCHITECT PRIOR TO -a ED TRUSSES OR a IV O.C. SHUTTER INSTALLATION.' 1/2' RAFTER 0 24* f f'.1171 v7 D.C.REQUIRED 1/4ZT -01 OR TAPCON . .WITH ADVANCED E)GSRNG SOFFfr THREADFORM TECHNOLOGY 14-.257- 4111 3/4*U.X.Tw. ED -A,x4,xll(j"CONT.ALUM.TUBE OF T114&2 ED AREA ED S#1g/4" g, (6063-T6 ALLOY)Vil !_ ��"'GHAL MOSTING;WOOD HEADER 1610 LAO SCREWS TO (SEE SCHEDULE ON SHEET 15) F/E a 6'O.C. or or @ 91511,RAFTER OR TRUSS. ki)or @ or @ LOCATE LAS SCRL%1IS AT M..! MIDWIDTH EX COSTING WI 2.4* LO SEP,,(2'OF 1 ..JSn"G NOWOODMINAL WJZM REI)*O MUL SEPARATION OPEN HOLE I.- AT M;.. CLASS TO CLASS Sw TO Ar= XOMON OF THREADED E (SEE SCHEDULE ON SHEET II) LAG SCREW AREA.VAUD FOR CLASS I J CENTER OF TUBE. INSTALLATIONS WITH 72pe MAX A.S.D.09-VGN LOAD AND 91-0-MAX.SPAN.THIS @HV WALL HEADER INSTALLATION o stair EII= INSIALAIION IS ONLY VALID it rat SAM 04'a FOR WOOD W/MIN.SPECIFIC 0"sixt _(DOR •W We—LUM01"E". MVtrr OF 0.50 AS DOUQAS BIMM(DIINT MADMO&9 RR OR SOUTHERN PINE Flo.L 1—SEE TJIFF7'a FOR AL SHUTMR ASSELGLY k I I SE cotwim T V CEILING IM11 INSTAI I A-1-1 16MALLATION. , I _OU HV CEILING INSTA [ON ___00R y Rt M SEPARATION TO SEPARATION MASS EXISTINGOSCp TO GLASS �--(SEE=*MXXE 0-4 SHEET Air-- S � 4SEE SCHEDULE Exsmd ION SKEETWI 1) t I 7 &BLI ANCHOR i f I a WALL LOCATION .4 lI 3 Un. jIOx3/4-HEX 2"X6'MIN.2-0C 7 WASHER HEAD TEK DECK REQUIRED -117 R MN.WOOD SCREWS 0 (NO FINISH DECK REQUIRED(NO ALLUATO) 0 ------IT72 I OF EDGE OF DECK T APPLICABLE LE IS"ALLOWED I*H 19 EDGE OF DECK J DECK IF IF APPLICABLE ij-vo-20.314-S.S. APPLICABLE 1/4-0 TAPCON OR P4RALIPS TRUSS HEAD -0 TAKW oft WCON 2.4 CONT. TAPCON VAM�TK ADVANCED MACME SCREWS 1/4 ADVANCED THREADFORM TECHNOLOGY T14READFORM TECHNOLOGY W/1 1 2 La.. PLATE 'V/'e4'-20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFOR1,12 2*Un— PENMRATION OF THREQED W1 t 1/2-Ir4.PENETRATION 0 12 D.C. TECHNOLOGY YI/ I Ilr MM,PCNETRAMON OF THREADED OF THREADED AREA TO AM TO EX)STWG WOOD HEADER.(SEE L AREA TO E)USTING WOOD HEADER.(SEE SORMILE On SHEET IS)DOSTING WOOD HEADER. (SM SCHEBULE ON SHEET 15) ♦ qwuwk4@;�;FOR SO4MkAZ ON SHEET 15) (2)HY•WALK-MR INSTALLATION HV WALL SILL INSTALLATION, *HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone ......... 02017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.INC. _'THA HV_ BER T, Accordion Shutter System IILIEE�o AwS.S.A. N.V.ft"#1 W1 OR W/O IM WINDOW 8" Amerfoan Shutter Systems TIWT TESTING & ENGINEERING COMPANY REV,N. 00CRIMN DATt DRAWN W. LC. 4=&W�36V,St.St..305,MRWA G&ROM ftUM4 Ut& Association, Inc. t OLD 15-085 DATE 07/27/r7 Phw.:(305)871-1330.1":(305)871-1531 4268 Westroods Drive 2 DRAWING No .-MCk tit—c-L M West Palm Beach. FL 33407 OW6719 107 17- A LV Af WALTER rUff Jr.P.C. 1. Mx". FLOROX Llc.I 44te7 SHEET P.E. S TURE/DATE a 17 OF 20 END INSTALLATIONS HV BLADE OR h WIDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•.4'IlGt.M00D SLAPS REDh rN`fafL i0W ., r r S100s Rich a0w 51ua'5- 3 '•. \ \ VaY urcav / i (• r . ! r ! + r" : j r:a•Im (tS+r'Pucwr3ET tt ! w Britz' { I \\ % / nx'sl E) 10 In aCOX tt/t ruts+ CEhTd�'G GSA.w f-1 Ptyw=6 w { ! 1 I issiptc CUSS/t � `\I str=ess x57. _xx � �'' t'^QSTO'6 C•LI.SS '{t c\\ �• FGm L 1 ftr a4 D[ ro (_ 7rz v0.°A-0l ,IX S6www VZB.E R' Plt%0P0. / It f�8IM WRO i+`^ S'}iPR[ H42T 4UTUP0. :b.0a St4i it 1«t BAT19 '� t/Ifi's3'11101. ^ L W S1Q 19[6i �.. (CGe3-f8)CCtR. iC6x --YC4[Cbt 81 9RS 19 H fai Berl�pO 1/Y- 11 fOi 9NE mYD 2!7 / L CPSE@ PL,.=. �'�ma�' w 9w 19 1M T� W 4RT 19 I03 eiuflm6 IVI:=wwt Its �{ t NJr cs�3c y� ithxs tUt� "m1 t Sm 1c {{ I #INI/r s s, - •9g/'to]'Y•1. �r ^_ Nras-re auml a,e«ewrt 01 flo.rtz•xus v1:1a 5 , Lsz,pti usmu n.ae,;3w 1 �. au.u r on R'.tE u 'OR V t,� EE{M I`ciurt 1Q«R Zi. 1 caw �! SEE&'TAC i rCN t� s�a CA-O p•�?- E�- sre aras`c ' 1 _(3• t ej. ro mas l - r gyp- �- SCE` iP �i- �s�t'.-L3 f�- 1�• rs 1ws - ©.p.�-�,�.�- �i3 - ©-t�•{y p•�j•�- O ICKS IO •L3•t#-'y'•d� tA-0 p-�g Q•La-�•it:-£�•L` �'�•�'�'U'�- �.td'Sd'Cr"g3'L,i O'�-�"�'�'L' .END CONNECTION DETAIL FEND CONNECTION DETAIL CO END CONNECTION DETAIL(} ENb CONNECTION DETAIL 8Q raslrsc • m«nr mt sPus tsserE9 wAv tx-a' rW.ma m Itab I,y'CIYi 9i1L41PR4 ri rs<'az1 a �,p.ttz'sus —' 57iG5 9E0 y./1 tjz'1Et Rt 1 1/Y'1rx 0f6 0.G. J.. L_�msz,o awls-\ Poatwncm o rz•do PIPtt:fW.PCtt d 1z•oc m 4 ♦ SEE 1P.a A1i0NS OF USE FOR .' f � • `'° £P" t 4 BLADE T ON SHEET 19 l' /* 1`UN�f9�� _-- - 1/ Z. I OR 3-f�•Ca.p•G 1 Cs` u rxa9 s Lm leen r"xa3i 1 �-Q'�p`�- � ` l l0R@t4(9CRQS VIEWELAN Y @-O•�L*,-p•fl•t�- O'p't"(°�'p'�' 08 L$• 't L� t?7 Cd- • DETAIL X END CONNECTION DETAIL 9. END CONNECTION DETAIL i2 FLORIM BUILDING CODE(Non High Velocity Hurricone Zone yySl,`Q.�,• �� 02017 TILTECO.INC. 02017 EASTERN METAL.SUPPLY.INC. a V i� EN'q..� 1�. BERTHA HVTM A.S,S.A, Accordion Shutter System H.Y.BLADE#1 W/OR W/O H.Y.WNDOW RADE ;•�'; �7�' TICCIT TESTING ENGINEERING COMPANY American Shutter SYS OMS Ev H DEseRw11P11 DAZE MW4 BY, LC. Association, Inc. i OLD 15-085 7f27117 DATE- 17 o71z7 W55 tux 0a;N Se.Sa.am tucm a-AD s,n.aePA uta 4265 Westroads�6r+ve 2 f Ph9Pe:(JOS)871-1430.rdi:(305)871-1571 DRAWING No ..., r+i a--'L ot9..a-U— West Polm Beach. FL 33407 3 S 1� EB-0006719 17-107 CONAL���•••' WALIER A TMw J+.P.E. SHEET P.E. St=.AL/SIGNATURE/DATE FLORID"Lk.d 44167 s s IS OF 20 �y�y} ��py�y �,7�p 1 3 '17,1 0 GENERAL H MATIONS AND CONDMONS OF USE FOR BERTHA A C •"'}� Y Y Y UNISON WMI HV WINDOW SLADE Y' U t 1.WAX A.S.D.DESIGN PRESSURE RATI :+110,-110 P,0. 2.YAK SHUiiER SPAtY.98` 3.ALLOWED MOUNTINGS;A 0.0&H ON SHEETS S.7;AS WELL AS MOUNDNGS M.0.T.U&W ON SHEETS 16&17. w ONLY cENTERYATEs (BLDG w/ +oRp ARE Alowao wmc epi pA}pa tO INA ErRlr�u-OR 0 NC U GUT.IN CASE OF OPPa�+6'G IDCXF( DUST FIE INCLUDED ONLY AT EIDEMOR ACCESS 510E OF 16 a E. TTPEA.END ' • ,: 5.(A)HV vnNDOW BLADE/A XIM SHALL ONLY ALLOW A YAUH OF 5 CPF LOS (3"r HOLES)FOR�a 14,PER acADE AT SPACINGS SHOW ON SHEET 4. YAK s TarGDaTs $ � (B)EaN DEA WfE FROM TOP OR BOTTOM EDGE OF LTV WSLOOw BLADE 1(; • ♦ • ♦ R 31 of ANY 3"o HGLE FOR Q4 EHALL BE 12". ALLOTTED AT Md r♦ r (C)FIRST CR UST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WEmDo etAOE If wIGDOW DUDE Ci i s . • ♦ ♦ ♦ i (D)FIV WIAIDOYJ RUDE @ Musr BE USED ALTERNATE i0 A SOLID HV 0IADE(D r r THROUGHOUT SHUTTERS WVH. • r ♦ (E) TES SHALL AINAYS BE INSIAl1ED ADJACENT TO A SOLID W• • ♦ • - gg r r• 81ACE 1 AT OTTk'R 0=L of THEM. SEE ob IFff CE ¢aLtEfdO i�Et 8,�£^tytc BTEECFm` A.T1 lj7 Musr TARS aE` CCLNI ECTHCGN • s ♦ t ♦ t ONLY&WALLED AND LOCKED USING A W SETTING TOOL PROM DO)BY ASSA,ocnIt.CN SN-=-T5/1~ ON! IND. 10& 8§( FULL 8f'i 3iT. 6.SLE ANCHOR SPACING SCHEDULE FOR 04STALLAPON5 INTO WOOD FRAME aMMIGS ON SWEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P 1 At 2 ASOYE). $V 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL DN SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD ISM NOTES 1&z AWM. { a.MI3YUM SEPARATION To LASS SCMA.I.E PER ASTM E-1996; D H N vETaOP BOTTOM O°REQUIREMENTS) tYlm ZONE MINIMUM SEPARATION To cuss NUMITED WID111 I THUGU 3 I. Rat.SD'ARIRON TO LASS ELEV T�10—N aauE u+sir 11 Fw Bv�(d ExIsD:Lc Guns JR7 LrTADFS @&�A—_�-------------------- ------- E� Vi _______ ------------ 3 64 '20P TYP. srMu RICA CENTER TES wJ z OR s u:D wJa (S NaiE 4 A60%S) PLAN TYPICAL TYPICAL in HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (9 SHUTTER* ---'r }I1HG1'LA FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone, 114 Q. L 82017 TILTECU.INC. 092017 EASTERN METAL SUPPLY.INC. t`' ��� F'''•�'' BERTHA HVTM 1 i L 1Nc O N a. Accordion Shutter System (tvBILADE 1 w/OR w/o rLv wtNDDw MADE ;r Q TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .H MCMP ROH DATE DRW4 BY_ LC. '.• •; Association, Inc. 1 OLD 15-DDS t27/1 DATE. 07/27/17 WTI.••.F1RRtt1P _�(G 6335 LANA 3av sL.SGs.3o3,\LN!A r+ADLNs.FGCr IDA aTLa 4268 Westroods Drive z (bane:(305)871-1530.Fo.;(305)871-1531 DRAWING No a-mIw 41100000'4Leom West palm Beach, FL 33407 3 17-107 M '"t.J •• WALTER A TILUt Jr.P.E A r/rr''r FLORIDA UC./44167 5 SHEEP P,E. SEAL/SIGNATURE/DATE 6 19 OF 20 INSTALLATIONS W/ HV BLADE & HV CENTERMATES —12.000'Mox. VARIES Yin.ASMA A-4553 Mo. ir-G-w CMy. INTO METAL STUD WALLS R I tu ZA4,STAM AT 4 --- ------- a S, 0 41 - -------- /,. 114"o NOMINAL I%U .475' MONS OF USE AWMINUM SLEEVE 1� 36GENEM LIMITATIONS AND COND 43c4 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 314*.6 I/r.O-MS*TOCK W- V SYSTEM INMLI-KnON TO METAL STUD WALLS Coilit.CALV.-.Mm TFAM mw-NEL AI 0 6-O.C. 6'O.C. . .9 AS7U 1k-G53 CRMIE 40&&1 0-60 SEPARATION M GLASS SCHEDULE GALVAIAZED FASTERED M STWS rasTING FL-11SH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 1* I IWI(2&j66,.11r TEK SCREWS CU "TERI EKTEFMR FACE CABLE 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE AsTm E-iggr. SEPARATION + -F UIN,SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS EKISTI'm CLAW 70 CLASS 43 1/4"0-20XV 0011 (SEE SCHEME) 4. 1 THRU 3 1- FE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE =ED A ETRICAL LAYOUT. ONLY 'IT WITH 21 Ap USE 00(2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE 4 41 1 3/4".a 3/4'.0.035^TACK KG, EX SNISH INCLUDED XATERIOR OR INTERIOR ACCESS SIDE OF 111273" APPLICASUE CENTERMATE. �250' 4-0501 CJ0 STEEL WJCK CH A-e53 CRAM 40 ill� VANQED FASTENED TO Sft. T A 0 0 W/(2)16.1/2,lix SCREWS 0K I 43c 43a &EXtVWq FACE 0 V O.C. 1/4"0-20 THREADS ! I cia BLADE SLACK DETAIL HVF IS ALSO VALID FORI 43 I Z4'O F-LCQ CONSRUCTiON Ut- tjlw 12 38 CENTERMATE @ APPLICATION WITH BLADE PRODUCTS EAB-LOK HD 0 %a='=0411- 0 6" G.C. COMPONENTS ir -.G-PA CAM ST--L • NIS WALL HEADER/SILL INSTALLATION SCALE- 3/8'= I' UETAL STUDS AT ISr D.O. J� Ea FINISH AS APPLICABLE �(rfp.TOP&BOTTOU) 1 3/4'.6 1014-.0.035*THICK W- STEEL -ZE-XfSp-NG GLASS ASTYA'ACAM-653 CRAM 40TRACK CHANNEL.L'-0-60 MMAN21ED FASTENED TO STUDS W/(2)fli.t/2'TEK SCREWS.ON "4 p WN.SEPAPATI04 VARIES 436 436 c j INTERIOR&OCTERIOR FACE CENTERMATES W/ CENTERMATES W/ (SEE SCHEDULE) Vox. SID gXTERIOR ACCESS ,:INTERIQR ACCESS SiOE ---:77 ---------- W In.) 4 /(1@2 y ------------ 2)42 21 n2l 21 t 21 LOCA AT 12 ---- - - --- ---- ------ ----------- ----- - -------------- ------------------- HV`H-----ADERISI EIIDS VIEW Y 4 \,30((6-Mint 'W j_ �' 2 4 I _ SIDE CONNECTION TO TRACK @- �-3 1/4'Cryp.)—6 7- 7 6 112"IJAX,SLACK (ConQ 1/2,(Typ_) A flyB BLADE SLACK DETAIL HVF jLVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 1.1-""-k 07017 Tt0EC0.INC. 02017 EASTERN 1JETAL SUPPLY.INC. BERTHA HVT,, N Accordion Shutter System /7,LrEqoNc-\ A.S.S.A. KV.RAM#1 W/OR W/O KV WNE)CIN MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.N. DESCRIPTWN DATE DRAWN BY.- L4. Association, Inc. t OLD TS-O8507/27/1; DAM 07/27/17 6355 uW,36%h,st,!it.am vmw�-A cavas;aomA 33m (305)all-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 DRAWING No It-otEB-WC67 9 -M-Cow— West Palm Beach, FL 33407 1 107 WALTER k TOUT JI.PIE. 4 17 MRM U..0 44167 5 SHEET P.E. SEA� NREJDAfiE 6 20 OF 20