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Home My WebLink AboutProduct Approval Flofida Building Code Online Page 1 of 2 Florida Deparllnent! BCIs Home Log In I User Registration Hot Topics j� Submit Surcharge I Stats&Facts Publications i`FBC Staff BCIS Site Map Links Search Business�" K. ProfessiOrl I , Product Approval � ' � ��USER:Public User Regulation y y� Product Approval Menu>Product or Application Search>Application List>Application Detail t; FL# L389-R8 Application Type Re ' ' APR 2 8 2016 Code Version 2014 999 9\, 6� Eh� Application Status Approve PEMOITr11C St. Lucie County, FL Comments Archived El 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion :) Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code htti)s://floridabuildiniz.or2/1)r/Dr app dtl.asnx?naram=wGEVXOwtDavYYHH2vJvx53Mw... 4/22/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sh r other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A, INC. DRWG.15-085.Ddf Approved for ' t HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resist t:Yes Created by Independent Third Party:Yes Design Press e: N/AEvaluation Reports Other:Large mis "D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl blade,8'-0"for+64, -72 p.s.f, load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32,399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: sC(:Ul'i1'lSli'fitlC 1 httDs:Hfloridabuildiniz.oriz/Dr/Dr anti dtl.asnx?naram=wGEVXOwtDavYYH1-T2vTvx53Mw.-- 4/22/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND(AADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE Ofr CONTENTS BE INSTALLED WITH A DIRECTIONALTY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA•1: HV BLADES OD& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED.WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.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 SYS'TEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2.OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03,#0715.01-03. 1004.01-05,#1214.01-05,#0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE / 1nA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS TARGE MISSILE. (WHERE /APPLICABLE) -HV WINDOW BLADE ®#O5D5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSrALIATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE 0 AND FIV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMMATiONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRErE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275"AND#14x1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS SEES.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W TENSILE STRENGTH. PINS SHALL BE COATED WITH 6ERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3_MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3134 OR 316 AIM SERIES OR CORROSION RESISTANr COATED CARBON STEEL AS PER DIN 50018 WITH 50 kW MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 i.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE Q: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS UPH.V.ACCORDION SHUTTER SYSTEJ BEARS A U.S.PATENT$6'779$82 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DErAILS 7-12 &X.WOOD SHEET 18 SP METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE GA1 ONLY 9.T 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 SEAL/CAUL K ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PW4rr IS APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED.,PROVIDED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED�TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE TS THE CONTRACTOR'S RESPONSIBILITY.(c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTEREDBY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R)FOR THE PROJECT AND WHO WILL BE REESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATEDENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (e)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. H1111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ER A.rj<</ij�� ©21375 EASTERN METAL SUPPLY,INC. ' o. A. T L71 ® e�I . Accordion Shutter System D ® ID IM H.V.RADE#1 W/OR W/O H.V. WINDOW MADE *o i /lam = dmerican Shutter Systems •33•, TILLIT TESTING & ENGINEERING COMPANY Y .H DFsc1-19 ogre DRAWN e4 3/ Tf Association. Inc. 1 OLD 11-1sz a/13/Is (NTE 4/13/75 ��.• F OF 8335 N.W.36th SL,Ste.30.5•VIRGINIA GARDENS.FLORIDA 3]16 Cpp�ff� --tea Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No 1S, •., ki Q s- .11;Llteeo®aol.com West Palm Beach, FL 33407 3 1, /0 NAL ENG ``` WALTER A 7ILLfT19 RE 15=085 P.E. SEAL�WATURE/DATE FLORIDA LIe g 44167 6 SHEET 6. 1 OF 20 .. 3"0 MR ITNDOW euDE® B N VARIES 1.9180 1.491" rr M"x. 1.200" 4'tP• o ' 0.454" Q0. 9• 4.385" ]eq • 4.999' 9 `j p .375• ®HV 90°/180 STARTER 1O HV SOLID BLADE ®HV UNIVERSAL FLOATER_ ` VERED UNDER US PATENT QUALIFIED FOR USE W QUALIFIED FOR USE W/ HV BLADE OI ®HV DIRECT (ut011,NT 1 1 OW D 6005-T5 ALLOY AND TEMPER ALIFIED 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY AND TEMPER '° 6063-T6 ALLOY AND TEMPER 3.226 1.500" .124 085" 670° h� 2.670° 3.556" ) *12' 670' 2226" N `� .9 c 72'asT o 815" 2.09HV ADJ. ADAPTER W/UP 4.436"0.072' 0.0 2'' 3.z2s' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK BLADE10 QUALIFIED FOR USE W HV 9 HV TRENCH TRACK X55' 3.sD ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER / O / BLADE(1 QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 1- HV RAINGUARD BLADE O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER 4VARIES m 1.936" BLADE 1 st5' VARIES 1.936° - TEMPER 0083" 083" .003m .083" .093• .093".10 .12ne a .060' e 670 . .093".060" - .060'4�0 . 670 3.520' 5 U° - 670 H2i o 4• 11 HV CEILING HEADER 1® HV HEADER/SILL 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W HV BLADE 1 ONLY WALL HEAD �IFlED FOR USE W HV BLADE 1 ONLY / 14 D Q / 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE O - O H ER/_SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER _ BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER X t ' COMPONENT A B T1 T2 X Y L 1110.062-1a 2" 2" 0.125" " ' tQ 2" 5'MAX. 1/8" 1/8' 3" 3" 0.090' 18 2" 5"W. 0.192" 0.192- 03 .192" 6QUAjU . 0 CORNER POSTS USE W/ HV ALUMINUM- ANGLES 19 2.5" 7'MA%. 0.190" 0.190' QUALIFIED FOR USE W/ HV LADE I QUALIFIED FO USE W BLADE 10 6063-T6 ALLOY AND TEMPER B ® 2' S'MAX. 0.739' 0.137" 606 - -L6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Mon High Velocity Hurricane Bone �j+.'��.,, ©2015 EASTERN METAL SUPPLY,INC. .DENSF 13ERTHA H�`TM L ® I N C ® ® Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE / = American Shutter Systems IEV.No DESCRIPTION DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY c[, Association. Inc. t OLD 11-192 4/17/15 OATS 4/13/15 6355 N.W.3611,SL.Ste.305.VIRGINIA GARDENS,FLORIDA 3316 4268 Westroads Drive z Phone:(3D5)B7I-1530.Fax:(305)871-1531 DRAWING NO ' p��,FLDRiD .��'` e-moES-00067O191oom West Palm Beach, FL 33407 s 15-085 6Ewn98/0FLORIDA 44165 SHEET P.E. E/DATE 6 2 OF 20. 4.660_ .929" 1/4'-2011 1/4'-20 IE CAST 4.576' 745" 2.293' g4• RAT HFAD THREADED HWSINC ENAMEL 1/4'-20 2.293" .745" SS,N.S EW(ED`PNNRD 7HREA007 DIE CAST (2 TYP.) HOUSING ENAMEL 3 0• G 0. • aWEO PAINTED �R1 318 p a ro o n • N G °� y m GRKN(TURN s2, KNDB________ IS- .062, NDER &KEYS DEDE (CHROME PLA ED) PLATED) 21 HV CENTERMATE ,�� s's. o, o� 32g• NV LOCK ® HV EGRESS LOCK RED FOR USE & 1�ONLY QFl V LO ENT TE m y Thl 5 3.0 3' .75" QUALIFIED FOR US / HV QUALIFIED OR USE W/ HV -T6 A� LLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & to ONLY a-- BLADE ONLY. BLADE 1�&®ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE O ALIFIED FOR USE W/ HV BLADEQ1 ONLY 250"0.0. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 518° 2.874' a _ 1.756' .922" 1 f 4.045" .2" MOLDED SCREW �. m 2.079" 1.753" i LGDo' 0 06ti N r AFTER RIVETING .G6 c• .625" r " BEFORE RIVETING 20 x °°° N 'l y M N @` 5 S."THUMBSCR/EW 1/4"0-20 RIVNUP N C o m O *SMES 9444 AW21INUM(2024-73 ALLOY)LARGE FLANGE THIN 275G I 2750' SHEET NUTSEIO.PART f Oa20.As MANUFACTURED BY AVDEL .822" CHERRY TIDTTORN,PARSIPPENY,KEW JERSEY 07054 OR EQUAL PLAN ry FRONT ELEvnnoN HV MALE "T" LOCK CENTERMATE 4.566' ® " HV "T" LOCK ® HV ALTERNATIVE LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE gONLY ® HV FEMALE T LOCK CENTERMATE .5063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE W/ HV BLAME PONLY W/HV BLADE 0 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-"T6 ALLOY AND TEMPERR'' 5" 1.917 1.917" -I - 3.161 THUMBTURN m 063" ° 3 1 CYLINDER OR .214• '2 .063 .062" � KEY CYLINDER .214' �j � .545' n ^m n '• i•1 n , N '0 0.875°Min. c 1 .125"Max. 3i HD CE TER ATE O LOC ING ROD ® HD CENT ATE W LOCKING ROD - .4D M OQQ 0 QUALIFIED FOR USE ALLOY AND TEMPER 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER VARIES, 12"MIN. QUALIFIED FOR USE W/ HV BLADED& ,/4'm-2D s.s.oR 3/a m-te 1.130" 6063-T6 ALLOY nANO TEMPER THUMBNRN ACETAL TNUMBSCREW9. $1/2' CYLINDER (SEE OETMS) OR KEY 1.57 Min. CYUNbER m * 1.78"Max. LOCKING RODS 1/4"m ® HD_LOCK Q 0 375"m 6063-T6 ALLOY AND TEMPER 6 HV 3,B"0-16 ACETAL3 ,lR[ 1/4" 0-20 AISI 304 13Y REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS VERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& ©A dMILLED AT TRACKS FOR PROPER EMBEDMENT / BIADE@ QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `�5�,�••:• �•.• J/�7j ©2015 EASTERN METAL SUPPLY,INC. ��cErJSS BERTHA fSIVTM _- 11LIEC ® ® ® wvA � r.BLADE#1 w%OR nw/�o�Kttuwym American Shutter Systems EV.H DESCRIPDDN DATE DRAWN BY.- M.L. TICCIT TESTING & ENGINEERING COMPANY .r3 LrJ Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 A•. Qom•••.�` 6355 N.W.36th.5L,Sto.305,VIRCWIA GARDENS,FIDRmA 3316 .4_•. F 0 4268 Westroads Drive z Phone (305)871-1530.Fox:(305)571-1531 DRAWING No .....••'�� a-moll:6IE«o®oel.cem West Palm Beach, FL 33407 3 '"41SS100-��`� EB-0008719 q 15-085 //1111111.11110\ WALTER A.TWlr Jr.P.E. P-E. SEAL/SIGNATURE/DATEFLORroA UC. 44167 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV V/, HV 9 3/8"0 12"MIN. LE CE 41 40 3 To BLADE TIP I 625° HV BLADE 1 ® I cE 1A .1875" ® HV BLADE 1A I FIV WINDOW BLADE 0625' Ex1wvR 0625 .0625' aFcnnx r-x ® HV LONG RECESSED NYLON BUSHING Xz� III n KNUCKLE E'S4 OPENIN .0625 1875" Y 0.0625' Q HV SHORT RECESSED NYLON BUSHING (TYP) ® HV NYLON HAT WASHER 0 O ® ��N� ItI Fur PORTION DaERIOR R1�5 3 50" LL ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I X44 I" 40 i n /AW2.750° X 0.870"x3/16" THICK NYLON WHEEL ' r I N 2 7/8"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS ,-4315'0 SEPARATION .0 I BL�WEFN .0625.1062503 3.7500° DE ® HV 1 3/4" ACCORDION PIN W/,#8 HEAD * EXTERIOR LLJ - OPENINGS -3/4" iow Y-Y ¢7 " ON C TERS"..s .7500" ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 �47� -I 721/4" ExnTaDR FlR nnaN ® POLYCARBONATE IMPACT RESISTANT HV WINDOW �o BLEAR eiS II I I i T s TYPICAL. HV WINDOW BLADE1nA AND { POLYCARBONATE HV WINDOW DETAIL I; n� i 39 j 38 ' (DOR ® ® or � N.T.S. '((SEE NOTE REQUFOR I I I II I *POLYCARBONATE M3ACRIREMEOQR ® 1POAF/ WINDOW BAYER MAKROLON NATE RESINS, UV-STABILIZED GRADE OR SABIC H1 PIN REOUIREMEM- AT EXTERIOR BLADE KNUCKLE FOR I O12"MIN. T 8LADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN HVQ)HVI I Q OR ® Eli (SEE NOTE "F" ON SHEET 19). o 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3o N a I I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 0 I I POLYCARBONATE SOURCES FOR 44 HV� BLADE. EXTERIOR APPUGA6LE RMu TYPICAL SHUTTER ASSEMBLY T1.�PROPERTIES STANDARD N.T.S. HV PIN 42 OR®AT RFttimlce � E (2) HV PIN ® MAY BE USED IN LIEU OF(9 AND ONLY AT ExTERIOR DM"0 Y.tm1At�soon MGMYmolm rm .T,oN,m�. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324 BLADE'S KNUCKLE. eE aTrel (SEE NOTE FOR SPECIFIC IXWVIIY ASTM D792 O.W Ib/In 0.043 Ibt" BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 ® 3 REQUIREMENTS) TYP. I I I TFNSLE YIW STRENGTH ASTM 0639 9,400 pal. 9,500 p.ai. (3 HV PIN OR 3 W 1/2" O.D. 1/16" THICK S.S. WASHER ® FlEXURYL STRENGTH AT VELD ASTM D790 12,50.P.sl. 13,400 pai. ) © © / / / I I FUMPAL MODDLUS /SIM Me 310.000 p.¢.L 345.000 p-11. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X SHEET O I NOTCHED ROD A51M 0256 18 FT-Ib/ 17 FT-W I I FW Blo»+WO CHAwert[.M1M_P WHEEL CARRIAGE DETAIL SMOKE DENS rc ASTM DWO 472 x 04.5 x MUT N.Ts. ASSEMBLY LAYOUT LUTE OF BURNING ASTM 0635 G-1 a G-1 CLASS N.T.S. SELF IGNITION ASIM.D1929 1010'F 960'F lYFAIElf.ffii2 ASTM G155 TENSILE STRENGTH AFTER YIFAMMING ASM 638 9302".1. 6840 PsL MHV BLADE SOLID 3,C HV WINDOW BLADE DETAILS TENSLE SIN SS BEFORE WFATHERRRG ASUM 6481 P.I. ee�D P.J. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �Pj A 2015 EASTERN METAL SUPPLY,INC. �\ �. ......�.. ''��cFN''�� % BERTHA HTTM Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDOW BADE • lyG /! = American Shutter Systems EV.N DESCRIPTION GATE DRAWN 8f. ML TILUT TESTING & ENGINEERING COMPANY 0; E OF = 8355 N.W.3M.S4 St.30.5,VIRGINIA GARDENS•FLORIDA 3316 Association, Inc. 1 OIC 11-182 4�13�15 DATE T/-1,3/15 F"• ORIDP �� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .� a-maR:81Eeco®ool.com West Palm Beach, FL 33407 3 ''•�,rs/DNA L'EN6� \ WALTER A TIOLL Ti Jr .P.E. 4 15-085 FLORIDA Lfe.#44167 5 .SHEET P.E. 6iV@I;0A URE/DATE 6 4 OF 20 ®+�" ON HV LOCKS A - NTERMA ®`t® 1 MANDATORY CONDITION!1e ONE HV LOCK® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 OF SHUTTER SP FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY (SEVATIDN. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO©OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 a, LO - P TO IWO IF DESIR AS AN N91 ER OR OUTS IDPERFORMANE KS CONNECTION OF LOCKS TE OR FOR SECURITY O C CENTER-19@ OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION!O.WD ONLY WHEN MANDATORY CONDIDON fit OR DMfiED MANDATORY CONDrtiON x If r 0' IS USED W r1W0 H.V_LOCKSI: LOCKING RODS®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 1I 4 a,5. oa i�0`oA® °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION d2.• ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a I3 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO® Et CORNER CENTMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS o NDP_ Nvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `�j' 0 MAXIMUM SHUttER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V Rq g, aix 0 S. ❑°�igo$ F3 • ONE ALTERNATE FIV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND O7 0 $ IN TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �xoo-xgw = OF 1%4"0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/7/4'0-200/4"ALUM. V $g3 RIVNUT TT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO m V � � LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORYCONOMON§3 FOR KEYSTONE MOUNTING INSTALLATIONS-:.. ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR uU 14 OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE.END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H i J K L N p p R y W X SHEETS 10& 18 TYP. FULL U *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT' OF CORNER �1�N4D CENTERMATE 1.SECOND ALTERNATE TO MANDATOIN CONDITION j1 VAUD ONLY FOR HV'T'LOCI:(SIT AND CQmmmTEs®AND at art 6 7 ox 8 ort 10 INSTALLATION AT,ONE NANY ELEVATION.ATE HV'r CALTER.MAY LOCI<STALLED IN LIEU OF FIV LOCKS®OR® FOR ANY SPAN AND © ® O+O O O+© Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUSE BE 0+©ort©+O3 aRQ+Q oR CONNECTED TO CENTERMATES®AND®W/ 1%4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUF OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 8 o6 1 8. 8 * 7 all ®*1 a *NOTES ON HD LOCKS & CENTERMATES: 1.HD LACK W/HD CEMERMATIS'� OR 31 W/3. ONE ALTERNATE HD LOCK� MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION 1N LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE( on High Velocity Hurricane one ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System I E�s 60® 0 N e. ® ® ® ® KV BLADE#1 W/OR W/O KV WINDOW MADE American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY. M.L. TIWT TESTING & ENGINEERING COMPANY -O= ASSOCtOtIOn. Inc. t OLD 11-1924/13/15 DATE: 4/13/75 STATE OF� ssss N.W.36tH.St.Ste.30.5.vwcDlw ranDENs.Rnw1w 331 ORS 10�`,.•' lhana:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No S! G��;�� e-mail: 06719 com West Palm Beach, FL 33407 3 15-085 SVT, ONALE`��` WALTO FLORIDA Lie•Y 44167E D SHEET P.E. SN(t tlGtdt%RE/DATE 6 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED POURED FCON(SEE SCHEDULE ON OR CONCRETE BLOCK POUR CONCRETE REQUIRED 1/4'0-20x3/4'B.S. REQUIRED 13) _ CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHED LE ON W/1/4"-20 CONCRETE ANCHORS 17 18 RQ(A LYS1oNE(SEE DOUNIING®ON SHEET 7) SHEET C1 3) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. 1/4'0-20x3/4"S.S. Min. OR E EQ MACHINE SCREWS EQ Q USING 1/4'-20 NUTS - 19 2' r a 12"O.C. 1/ 2' .250'Max. - -- „ 13 oR 5 __ 13 oa 15 250" Y I I i 1 D .250'Max. D, 1 � 1 1 I Max. E D. t 1 OPTIONAL u 1 III �PTIONAL 111 i 1 i i I LRT.SIFAMOv iw I I I 1 1 i 1 To Gass(SFE 1 mFGR aa°e TUaRw 11 I 1 I 1 DR ® I III II t TO CLASS samSEPARATION IX15TING-- (SEE SCHEDULE ON SHEET I 1) E7( GLASS MIN.SEPARATION TO GLASS II 1 GI ASCD I __ -(BEE SCHEDULE ON SHEET 11) EXISTING I I I 11 GLAss—I ©HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALI.ATJOI�I HV WALL HEADER INSTALLATION + KEYSTONE IXISTING I MIN.SEPARATION TO GLASS 1 G� 'i N L Sm�oN l 1 1 OR ®� i I i i I 1 EXISTING SEE SCHEDULE ON SHEET 11) I 1 m QAA STE I I III i.. I 1 MIN.SEPARATION TO GLASS CLASS 1 I.-�EDute aV BEEF 1 (SEE SCHEDULE ON SHEEP 11) I I t1(Oa f3/OE IDAw MADO(D �{��t+I 1J!11 " EJOSRNG i 'i 1 OPTIONAL i Hip 1 � GLASS—' I I E. * _ I� Max. 1111 11111 OPTIONAL i i I I 1/4'Max. OR 1 f L—L 13 15 E F/A74 ii ii D. iit ii19 EQEQ13 °- 12 OR® -_- 1/4'0-20x3/4'S.S. Min. EQ Q PHIWPS TRUSS HEAD 1/4"0-2°x3/4"SS.PHILLIPS 17 0 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS EfE-ANC�{QRS 7' 1/4"-20 NUTS 0 12"O.C. (SEE SCHEDULE ON W/t/4°-20 NUTS® 12"O.C. (SEE SCHEDULE ON HEEIT 13) Min. POURED CONCRETE SHEET 13) POURED CONCR OR CONCRETE BLOCK OR CONCR LOCK NCRETE ANCHORS REQUIRED WALL IRE O HV WALL SILL INSTALLATION (SEE SCHEDULE ON (f)HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION N01E FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISrANCE EMBLY 22-S MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) @ BLADE(BON SEE NSHEET S OF U19 FOR � H\Y BLADE 1 A D E IN ANY WAY TO SUR ANY INSTALLATION. "J rY Y LH [, 111111111/ FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone A. J�!/ '�., ©7.015 EASTET2N METAL SUPPLY,INC. �\�.•�`CENSF:�� 13ERTHA TTM IL Eco ,... A® Accordion Shutter System ltv RADE#1 W/OR W/0 KV WNDON RADE Am®1'ICOPI Shutter Systems Ey-M DESCRIPTION DATE DRAWN W: M.L TICCIT TESTING & ENGINEERING COMPANY S AT OF �� ASSOCIOttOn, Inc. I OLD 11-192 4/13/16 DATE: 4/13/16 �'•,- jV` 8355 N.W.SWn.8L,81e.]0.'f,VQ2GMW GPADLNB,iLBRmA 5716 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No �,$� NG\\\gyp` e-nail!Uaaes®91•`�`� West Palm Beach, FL 33407 3 15-085 ///////I NA 1111\\\\\ WALTER A TILUT Jr.P.E. 4 P.E. SEALf�t�NATURE/DATE FLORIDA U.@44'67 c SHEET OF 20 POURED CONCRETE ANCHORS I NI(1 gPARA1RN I I i 1 OR O i I i MIH.sEPAtunox CONCRETE (SEE SCHEDULE ON SHEET 13) ILL oN� I ® EXISTING I I j'(SEE(BOO.."Is, I i REQUIRED EDGE OF I GUSS� Nw sRPAwmaH i i ' �M i7) I ' it FDR BTADE(DAND RIv SIREN 1e con I I D. APPLICABSLAB LE TE EXISTING i aM6mec® \ GLASS ALTER NA i 11 i i i Iii EXISTING/i ' E ANCHOR I I ' I 1 GLASS) ' I, lOCv110N Z c I I� i I 1 1 1 1#tOz3/4"HEX WASHER HEAD I I i I OR 3 OR 5 3/8 NW. TEK SCREWS®12"O.C. I EDGE OF N i 3/B MIN. CONCRETE ANCHORS I 8 I APPLICAAPPLICABIF LELE (SEE SCHEDULE ON SHEET 13) E i I ' EDGE OF EXISTING I III i i EDGE OF--I I I I' SLAB IF O. GLASS i I I I SLAB.IF I /,1/2 1 EDGE OF APPLICABLE i WK sIyARARw I I APPLICABLE ,Q, Q. SLAB IF POURED I APPUCLBLE FLAT HEAD CONCRETE ANCHORS Isw CONCRETE CONCRETED REQURlD (SEESCHEDULE ON SHEET 14) -{ 11 Fon SOW POURED REQUIRED .T HEAD CONCRETE ANCHORS X719 Q OR ® REQUIRm CONCRETE SEE SCHEDULE ON SHEET 14) II ,TRENCH INSTALLATION I I E- _ VALID ONLY FOR UP TO +70, ^75 PSF A.S.D. - --- O HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ® I-I�FLQ R INSTALLATION t SCHEDULE$3, SHEET 11 © HV CEILING INSTALLATION Ex�nx J uW. CLASS CONCRETE ANCHORS I I=SOMDULES — ' I ua.�ARmlw I ' (SEE SCHEDULE OTHIDDFOMA N -'oN SNEEi 1q I ro aAs I I Oi t/4•'0 Dw suzDDT TAvcarl,w/ 1 -D-_ i I 11 EXISTING SHEET 15) TECHNOLOGY R1 40 FOWELS I O 4• L EXISTING ousnNG-I GULSS-� I I ' I FAS117015 TAPPER+ANCI�W/ Iv- -I YIN,snARvnm+ro ass I I MAX. GLr55 i I CUSS -I(sRs sclmmc ax sRrrr lO ' Lay.srARnlroH 10 I I 1 3/4'p T ENBEONQA®6' /-� I I I I ' ' i i (sg snlmulc a I O 1 ' 1 1 I O.C.FOR UP TO NS LA GER AM THAN I i I fi lll", I 4.O.C.FOR SPANS MIX THAN I.• I. v 1 6'-0. ER HEAD OP TO 8'-0'NAX.APPLY r I I III II 1"'AX. ; ; 1SEAM air NN T"ttON MET II 1/2. D.� #10x3/4"HEX E, x I I RIR ytdITATIDNs 3/8" 3 at 15 I I B I wASHER HEAD i '�Nr 1 MAX. .SIALANI TEK SCREWS Ii iI II' I 1 B- ® 12"O.C. #14x3/4" HIX HEAD I I �i 1 8" I i I I' ••• ''' 1/40-20,x3/4•SS us TEK SCREWS®9"O.C. 3 14X3/4"S.D.S. ___ 1 1 I 1/4" - ':.'�a;.:::•.'-ti 1I51NC 1/C0-20 NUTS OR 1/4.0-2D S.S. M.S. i CONCRETE ANCHORS _ - 6 + 7O 3/D ®9"O.C. -- - Max. ' W/NUT 9"O.C. i (SEE SCHEDULE ON n 1 1 ., 0 12"O.0 I SHEET 14) `C• E7<6fINC NON SIRUCRIML 1/2" 1" 7 R 8 .'2.DD"MIN.'» WALL TRW(OECORATWE 1 ••.7.-• F.D. '�c SILL) 'I I /iB�F #14x3/4"F.H.S.D.S. ,ff.MIN: .•. POURED CONCRETE IlI 1 7/8• 1 7/8 ' APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) SEE 9NOTE 13(b) _ REOURLv .D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 p OR CONCRETE BLOCK SHEEP 14) POURED CONCRETE ON SHEET 1 ••' REQUIRED OR CONCRETE BLOCK IOPRONAL�JPOU REQUIRED �KS S AON MO�UN IING�INSTALLATION c R ® HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MMAWM REQUIRED MUM A.SD.DESIGN SPAN RM I� HV RAI GUARD INSTALLATION tIS fNSTALLAnON SHALL BE: Ngy_ CO BINA ON OF 5 N x< _ REMOVABLELE WHEN ERFORMTD DISTANCE Ap1ACEM TO AN OPERABLE EXIT O SEE UMEADONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATONS ON SHEEP 13) OR ENTRANCE BLADE to ON SHEEP 78 INSTALLATIONASSEMBLY DETAILS W/ 0) HV B LA D E N AmrMOUNTING O SUIT ANY NICAN BTBALI COMBINED IN FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM .` Q '• F 9 , \NGENs '•._'+ Accordion Shutter System 1 E C® INC. ■ ® ® ® KV. MADE#i W/OR W/O RV WINWW RADE TILuT TESTING & ENGINEERING COMPANY American Shutter Systems .No DESCRIPTION DATE DRAWN BY: M.L. -o• - TATE OF 6355 N.W.36D�5L,s<,,3 5.WRGNN GARDENS.RORDA J]i6 Association, Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 4268 Westroad9 Drive z Pna�a:(305,Sto. 530.Fax:(3os)874 ORIDA DRAWING No cF�' OR � o-m®-0oo's®iel— West Palin Beach, FL 33407 .3 15-085 ,S/0 N A1-E �� WALTER A TILLS Jr.P.E p u�`T FLORIDA u-.0 44167 s SHEET P.E. S'*,�8I 4IJRE/DATE 6 7 OF 20 CONNMION I 8 SEE TES ON LOCKING RODS 3 HY LOCKS15-(D OUT 9D IN T INSTALLATIONS W,�HV *AND SLACK tN LOCK®ON SFO L (STING GLASS 6 SACK DETAIL HVf IS VALID FOR ALL D O I W BLADE W HV CENTERMATES C MATES APPLICATION WITH BLADE(] OR SEE END WALL CONNECTION IXIS71Nc CLASS DETAILS ON SHEETS 10 & 18 1 0*0+17°RO+OiQOR 2k2"xt/8-NO'-2 I ®+®'a+O+©°R 19+� 3 1/4" 7" 6 1/2" 7- (6 " -------- —� (6063-rs ALLOY)ALUM / ©*® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4"0 TAPCON I 1 2" °n ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/soTfOM)& jt°R3/4"S.M.5.® 12' �-.�c MIN. GLASS (4)g1ox1/2"S.M.S.To TUBE I D.C.FULLLENGHT. W/ HV LOCK o or l2vJ W/ HV LOCK (o 2& To cLAss AT EACH ANGLE (SEE SCHEDULE 3 * 3 ON SHEET 11) FIN --- - - -5*-- --- --- -----i- --- -- - -- --- ---1-- ---5 NOM 1 0 OR QOR®Oft©i OOR®(0,}p iQlxt O HVA HVB Qat®w©Q7 ®oR 10*�3°" EXISTING GH�� POUREDINICR CONCRETE ONCRBIL.TWAOR LL ED + . IXISfING O ©•� Q © SYMMETRICAL * IN s 7 UR s 7 1b G �*O © �*O*O �----- 8 CENTERMATES 6 MIN.SEPARATION J GLASS {• I >k OPTIONAL ©i O © © O O (SEE SCHEDULE 5 °R + * W/ HVA INTERIOR) ®+®oR O+©oR 19+1O5 ON SHEET 11) MIN.SEPARATION TO GLASS ® al 3 °R©* (SEE SCHEDULE OPTIONAL ON SHEET 11) IN (INTERIOR) ----_---_—_ _—_---- —_—_—_—_ 0 UT _ AONCRETE 1 ANCHORS 1 ;5k VARIES 3 * 90• * w ® '�J 2aR t•J•JI 0 U T s 1/2"MAX.SLACK oUT * 5 cam'°R) HVE �5 HVF** HVD FLORIDA BUILDING CODE(Non High {velocity }hurricane Zone 11111p 1TJ 11/I/�7 ©2015 EASTERN METAL SUPPLY, INC. TM BERTHA HVTM ?' EN Accordion Shutter System �11 L ii E C 0 111 C. &S a wk, H.V.BLADE#1 W/OR W/O RV.VAMW MADE * �•.*.S American Shutter SYStemS EV.N DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Beach, FL 33407 Association. Inc. t OLD 11-192 4/13/15 DATE. 4/13/15 Ph°na (305)87 ��STATE OF West Palm T; BJ99 N.W.36 h.54 Sta 365,VRGWU GAROQiS,FLORIDAL3316 4268 Westroads Drive 2 i�0•, F� 10P,: : 1-1530. DRAWING No aa —61:tilt. Fax:(305J57t-1531 3 a°I.wm rn 15-085 ` WALTER A.TiDLLR19r.P.E. 4 i SS%O....•��` FLORIDA Ua#44187 B SHE P.E. 9l�fINAiP1RE/DATE s 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR /---EXISTING GLASS —j" - 2'MIN EXISTING.GLASS 0 16"O.C. _ _ T JJJ -7�(( 2'MIN. — � —MIN.SEPARATION F --1' /_____ -� 1 ADN.SEPARATION CLASS(SEE ON TO ON SHEET MW-SEPARATIONI 1 NON.SEPARATION EO 1 I EQ TO GLASS(SEE0/ 11 FOR BIADE�AND TO GLASS(SEE1 TO GTASS SFE i SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR SCHDULE SHEET 1 t SCHEDULE ONSHEET11 FOR MADE(DAND 11 FOR T9ADE�A.ND (6063-T6)CONT'. BLADES ON SHEET 19 FOR 1/2• 11 FOR TSA 19 FOR Al ON SHEET 19 FOR ALUM.CLOSER 'L 'OE SDE S O& PLATE(LOCATE +/2 j ` BIADFS IO& T—� ElADES 0&QT� SHEE Offl AT EITHER SIOE MIN 1/2'MIN. OF®) I d USE 1'OR 2"MAX. I T— #10x1/2"S.M.S. I Ck ____ (AS APPLICABLE)x2'x1/8'z0'-2' #10x1/2'S.M.S. _____ ® 16"O.C. ALUMINUM CLIP ANGLE ' ® 16"O.C. I ----- 4 , (6063-T6 ALLOY)AT MIDHEIGHT l (1) 910x1/2"S.M.S.TO®& 4 ` , (2)1/4"0 TAPCONS ANCHORS TO SEE )ETAX FO 1 OR WALL AT 1"O.C.(LOCATE AT rJ IL SIDE CONNECTION I OR ® EITHER SIDE OF®) L OR 1 OR ®• SEE DETAIL X FOR �° TO TRACKS SDE CONNECTION ©w®w©`O°R BO 0•®w SEE DETAIL FO ES CONTION NEC4 ©"'®"©•O"© +0•®"' 0- .e-® Ow 8 f0•®w TO TRACKS w w 6.7 w 8 0.®w 10•®w©•@'-(D TO TRACKS O•®'I�•�®.®w 110 Q•Qy�•©°P�'�`®" ©•Q7 •©w©.O•®w ©•®"®•�..'V'©w Swi 8. ®•ILl®I7�•®p1O•®°" ®•®w0'®"®.®w 8• 8w 9. 1 END CONNECTION DETAIL 0 END CONNECTION DETAIL® END CONNECTION DETAIL® END CONNECTION DETAIL EQUIR .F RED ONLY FOR SPANS GREATER THAN 12•-0" POURED CONCRETE OR �IXISfING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED ___—— -''T—TT MIN.SEPARATION7co� 1 1/2"S.M.C. ————_—— MIN.SEPAItAT10N ® 16" TO CASs SEE Y 1 BLADE®D E 1/2'MIN. HESCHEDULE CN SHEET ToDULE ON LASS(H ____________ _--____SEE t) OR®OROOR ON SHEET 19 FOR ANCHOR® - 11 FOR _ ------ .Q OR©OR(qOR(5 CONCRETE BLADES(D&Q) 12•D.C. 5 ON SE O&FOR 4 ----- OR 1©ANCHOR Eq O.C. 1/Y MIN. _ _ L 4 _1 2"MIN. _ EQ 6 R Q 1 3 2"MIN. 2"MIN. 0 SEE LIMITATIONS OF USE FOR VIEW Y BLADE QA ON SHEET 19 OR OR(BOR 1@OR@ 5 1 OR ®° PLAN 1 OR Q° ©w®wQ.�wO 10•®w DETAIL X POURED CONCRETE OR ®w©•OwOw+p•®w END INSTALLATION CONCRETE BLOCK WALL © +0•®°t©•�-©•®® REQUIRED 0•®w®,5wp.©- 1 W BLADE INTO ©'O'©w©.O•®°^ ®w® mow® �w ®•®wp'®w®'®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®w® ®w�®��® END CONNECTION DETAIL© O`Ow® ®w®® FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone A:TI(��Tij��'' ©2015 EASTERN METAL SUPPLY,INC. �Q = CEN ''.9 BERTHA MY ,=� ee ® Accordion Shutter System IHV.BLADE#1 W/OR W/O H.V.WINDOW BLADE Shutter Systems IEV.N DESCPIP71ON DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY = � STATE OF 5355 N.W.36th.St,Ste.305,VIRGPW WRDENS,FLORIDA 3JI Association, Inc. 1 OLD 11-192 4/1,3/15 DATE 4/13/15' ORID Phone'(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No -m'I:10teco®oei.eom West Palm Beach, FL 33407 3 ® ss/ON Ai- a e AP.E.-D006719 15. 085 �\ WALTER UUIr Jr.P. 4 P.E. 4161 + iZ1A'fURE/DATE FLORIDA Uc.a 44167 5 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+"OR "L-" * IMUM SHUTTER SPAN L+" a MAXIMUM SHUTTER SPAN L+" *" NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INS 1 A17oN LEGEND ND CEN,MMATISS.® &®or or 0 INSTALLATIONS W/ QPP IhQyySYMMETRI CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. Bt�W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or ®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 'T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C. D. E. M, N, O, P. Q. A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F. K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING Q7 BOTTOM SEE NOTES t tF SHEET 7 FLOOR CEILING (2) PROCEDURE ( DETERMINE MAXIMUM SPAN FOR n CONCRETE&W000 ) FLOOR/CEILING H, I, It, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V MOUNTING as.u.DESMGN A$�ND SIGN .I Sr 1A ONS Das,p 'mOD IN5rAUA11 NS & M GIVEN A POSITIVE AS.D.DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/COLING PRE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. Ii1sV M71NC MOUNTING DATING & RATING FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE&S.D.DESIGN PRESSURE RATING, FLOOR/CEIUNG MOUNTING �•^') (P•9.F.) (paL) i. OR (+ OR-) (+oR-) (+DR-) FLOOR' ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. L+ (ft) L-(ft) L+ (II) L-(I) L+ (ft) L-(1t) L+ (ft) L-(It) O MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR 30 OR LES 15'-0" 16'-0" 16'-0" 16'-0" 30 16'-0" 16'-0" 30 16'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND •L-". 35 14'-10" 14'-10" 15'-2' 16'-0° 35 14•-10" 14'-10" 35 15'-2" 16'-10" 40 13'-10' 13'-10" 14'-2" 15'-2` 40 13'-10" 13'-10" 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 13'-4" 14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11' 55 11'-10" 11'-10" 55 11'-1" 111-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7' 12'-4" 60 11'-4' 11'-4" 60 10'-2" 10'-11" NOTE#5,SHEET 5. RATING: 65 10'-10" 10'-10" 11'-1" 11'-11" 55 10'-10" 10'-10 65 9-5" 10-1" DETERMINE:. L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-B" 10'-6" 10'-9" I1'-5` 70 10'-6" 10'-6" 70 W-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-i" 10'-4" 11'-1' 75 10'-1" 10'-1 75 - B'-9" 't•t EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9-10' 9"-10" 10'-0• 10•-9" 80 9'-1D" W-10" "L-"AND MUWMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9'-9" 10•-5" 85 W-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 9'-3" 9'-3° 9'-5` 10'-1' 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 95 9'-0" 8"-9" 9'-2' 9'-10' 95 9'-0' 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 B'-9" 8'-4' 9'-0' 9'-7" 100 8'-9" 8'-4' LIMITED TO +64,-72 2-=MAX 2 p.s.f. AND 8'-0" SPAN, SEE 1 .SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8--9" 9'-4" 105 8'-7" 7'-11' 110 8'-4" 7'-7" 8'-7 9'-2° 110 B'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 7•-3- — 115 W-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t1+'•"L2+', -LI--AND 12-- 120 8'-D' W-11" 8'-2" 8'-9" 120 a.-O' W-11` (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7'-8" 6'-5' MINIMUM PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9' 7--9' 135 7'-7" 6'-2` WIND ZONE SPACING. 140 7'-5" W-11' 7'-7" 7--1- 140 7'-5" V-1 1' ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5" 7--3° 145 7'-3" 1'-9" TO GLASS 150 7'-2" 5'-.7" 7'-4' 7'-0' 150 7'-2" 5'-7" 155 7'-0" s-s" 7'-2• 6'-9" 155 7'-1` 5'-s" 1 THRU 3 7" 160 6'-11' 5'-2' 7'-1' 6--7" 160 6'-11" 5'-2" 165 W-10" S'-1" 7'-0' 6'-4" 165 6'-10" 5-1" 170 6'-9° 4'-11" W-11' 6•-2" 170 //rye` 175 W-7" 4'-9" C. 1-,". 175 6'-7" V-9" 1 Y / BLADE. 180 6"-6" 4'-8" 6'-8' 5'-10° 180 6'-6" 4'-8' `'/ HV 185 6'-5' 4'-6" r6--6- 5'-8' 185 6'-5" 4'-6" 190 6'-4` 4'-5 S•-6" 190 6,-a' V-5" 4-3' 195 6'-3" 4'-3"200 6'-2' 4'-2" S"-3" 200 6'-2" 4' 2a'-1' S'-1• zo5 s-1" 4'-1^ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane ©2015 E wrmm METAL SUPPLY,INC. "��11A'TIc1jA BERTHA HVTm Accordion Shutter System/TiLrECOm, �a ■ ■�® HV. BLADE#1 W/OR W/O H.V.WNDL7W BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY.MMXY• G. Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 • 6355 N.W.361h.St.Sta 305.VIRGINIA GARDENS,FLORIDA 3316 Z _ Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No SCA c-m M tat.-C—L... West Palm Beach, FL 33407 3 oma• FLDRTaP ��: ES-0006719 4 15-085 ' ,t`••, \ �.� WALTER A.TI11T Jr.P.E �c FLORIDA Ua 9 44167 5 SHEET ' ��Fs >5wG E/DATE 6 11 OF 20 I U, ZT116 • • t11/. :�... :1ailw:kl •:;.. 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SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MbuMINGS E G,&H ON SHEET 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED /bONCRE7E®DTX POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Pc-3 ksi) Mg18M U E@WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(Mm.t'c=3 ksi) SPAN ANGHOR4 caACl ^ F"Eh'D - 1/4"o x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) (B) DESIGN NEGM PRESSURE RATING W ASA DESIGN NFGMAEPRIEWLEARIG(Pd)ASA DISIN NafAINE P - 1/4'o BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c=2 k.,) 3D 40 60 75 90 120 160 205 30 40190 75 9 120 60 205 30 40 60 75 0 120 0 205 TAPCON OR - 1/4'o TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 a 8 6 5.5 14 12 10 B a 8 6 e 14 12 10 9 11 s g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" 14 12 f0 9 B e 0 6 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 THREADFORM TECHNOLOGY (Min.f'c-3 ksi) OR 14 12 10 '9 8 8 6 6 14 12 10 9 8 8 6 0 14 12 10 9 8 8 6 5 ALL POINTS SOLID-SET 1 12 10 9 e 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 e 6 i BLUE TAP'W/CAP NOTES: 14 12 10 9 6 7 55 3S t4 12 t0, 9 8 8 6 6 74 12 t0 B 6 8 s s TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4'-0" 14. 12 10 B B 8 6 6 14 72 10 9 8 8 6 6 14 12 10 9 a 8 6 55 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. t4 12 10 9 8 8 6 4 14 12 10 9 8 a 6 45 14 12 10 9 8 6 .4 3S A2) MINIMUM EMBEDMENT OF 1/470 x 3/4'ALL POINTS SbUD-SEr ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE.NO-EMBEDMENT 14 12 10 1 9 8 a 6 45 1472 10 B 8 8 6 55 14 12 10 9 8 B 6 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND 74 12 10 1 9 75 55 13.5 - 14 72 10 9 B 8 0 5 14 12 10 9 B. 7 5S 4 •SEE U11RATpNS OF USE FOR 1"MINIMUM FOR WALLS LWIH NO STUCCO. 14 12 10 9 8 9 6 6 14 12 10 9 8 B 6 15.5114 12 10 9 8 8 6 45 fNPDE IA ONS Gp 19 5'-0' 14 12 10 9. 8 7 4 - 14 12 to 9 8 fiS 5 35 T1412 10 s 65 5 3.5 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 75 4.5 - 14 12 10 9 8 8 6 45 10 9 0 5 A5 ,75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON L4 12 U7.565 45 - - 14 12 70 9 a 75 5S 4 70 s e 6 4.5 35 NOTES A7)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS N1fIH OR WTMDUI'METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 8 a s - 14 12 70 9 Ba 6 5 10 9 8 65 •5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 iZ 75 Sb 3 - 14 12 70 85 7S 4 3 a 65 55 4 3 - 14 12 8 e - 14 12 10 9 8 85 5 3.75 10 B5 6 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 SS 3 - 14 12 10 9 8 M 4b 35 10 B 7 5 35 S - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 7'-0' 14 12 to 9 B 8 - - 14 12 10 9 8 7 5 4 '10 8 75 55 4 3 - 1/4"0 x-3/4"ALL POINTS SOMD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 7.0 6 4.5 3.5 - 7 5.5 4S 3.5 - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC- 14 12 10 8.5 7 4 - - 14 12 10 8 7S 4 - 9 7 7.5 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 11 715.514.5 - - 14 12 10 9 7. 5.5 4 - 1 9 7 6 45 r 3 _ COMPANY OR ANY OTHER APPROVED UdENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 74 12 10 9 8 6.5 114 1 12.1 10 9 B 4 1 1114 12110 B 6.5 35 - NOTES: 14 i2 ab 7 5.5 3 - - 14 12 8 6.5 55 4 3 12.5 95 6 5 4 3 - - a1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 - - _ 14 12 9.5 a 6.5 5 - - 14 12 8 0 8.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 95 65 5 35 - - 14 12 10 8 65 5 - 1412 8 6.5 5 4 9._De 14 1210 9 8 - - - 14 12 10 9 Z. 45 - - 14 72 05 7 5b 4 - - 8.2)MINIMUM EMBEDMENT OF 1/470 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - - - % 11 7 5S S 3.5 - - 11 8 56 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITIM. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 6.5 4.5 - - - 14 12 85 7 5.5 4 - - 14 105 7 5.5 6 4.5 - - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8b 55 4 - 14 12 9 7 6 45 - - 14 11 7 5.5 45 3.5 - IG,-0" 14 12 10 9 7.5 - - - 14 12 10 e'65 5 - - 14 12 a 1 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE ENSTING WALL OR FLOOR, 14 IDS 7 5 35 - - 13 95 Gb 5 4 3 - 14 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAN WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 71 7S 55 - - - 14 11.5 C.16 5 4 12.5 95 8 5 4 4 NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WfTHOUT METAL STUDS CONSULT THIS ENGINEER 0.5 a 5 - 14 1121 8 6S 5..5 4 - 13 10 65 5 4 1 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 70. 14 12 10 1 1- - 14 112 1 9 7 6 4.5 - - 14 10.5 7 55 45 3.5 - 25 95 5 - 12 9 6 4.5 4 3 - 9 7 45 3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A 70 7 - - - - - 14 105 7 SS 45 - - - 15 85 55 4.5 L75 - - - 9.5 7 4.5 - - 14 115 7.5 6 5 - - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0" 14 12 ID - - - - - fa 12 8 6.5 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I15 BS 4.5 - - - - - 11 0 55 4 35 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE PIOIG47ED,REDUCE ANCHOR SPACING 13.5 9S 6 - - - - 13 95 6.5 5 4 - - - 0.5 B 5 4 - - - ELY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 L5 - - 14 TOS 7 SS 4.5 - - 11 BS SS 4S 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 6 45 4 - - - FACTOR 05 8 - - -- - - - 10 75 5 4 3 - - - 7.5 5S 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER,t zs es - - - - - - tz s s 4.s a - - - 9.s 7 s a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 13 ss s5 s - - - - os 75 s a - - - - 'I HV BLADE OR DICFANCE THREADFORM TECHNOLOGY MIN.SPACING 14•_0. 14 12 - - - - - - 14 ios 7 5S - - - - 11 &5 55 4.5 - - - - E.D. MIN.SPACING=3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING =3' 3 3/4' 4' f0 7S - - - - - - 9 7 45 3.5 - - - - 7 5 Sb 3 - - - - HV BLADE W POURED CONCRETE& POIAiFD CONOiE7E BOIX POURED CONCRETE& POURED CONCRETE&R iETE®Dtl( 1s B - - - - - - 11 6 55 45 - - - - 9 65 4s - - - - - i HV WINDOW CONCRETE Ego,r°K MN FD=3 1/Y MN.Ea.z 1/z CONCRETE 3BLocK CONCRETE B3LOCK D.=z 1/2• 7,5 - - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - 3' 1,0 0.90 1.0 0.78 1.0 i.014 - - - - - - - 3b 10 s5 - - - - - 0.s a s - - - - - BLADE WORKING9 _ _ _ _ _ _ _ e.s 65 a - - - - - ss s 3 - - - - - 2 1/z• - os1 t.o - - 1.01D - - 05 a 5 - - 85 6 4 - _ _ _ _ IN UNISON® 2- 0.71 7 - - - - - - - 15 65 55 - - - - - 9 6S 4.5 - - - - - 14 _ _ _ _ _ _ _ 2S956 _ _ _ _ - 70 751 3/4' - 0.91 _ _ _ - 4 6 45 3 1 1/'1 035 9.5 - - - - - - - 95 7 s - - - - - e 6 4 - - - _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane TIC(/p'�., ©2015 EASTERN METAL SUPPLY.INC. BERTHA D�YTY TM EN Accordion Shutter System BL. EC® INC. H.v BLARE#1 W/CR w/o Itv WINDOW MADE American Shutter Systems EY,N DESCRIPTION DATE DRAWN BY: M.L STATE LL Association,TESTING & ENGINEERING COMPANY ` 6355 N.W.36DI.SL.Sla 30.9,W1GINl4 GARDENS,BARIDA 3716 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 -., OR `; e--mail:Ulteco®aol.com West Palm Beach, FL 33407 7 DRAWING No FS1;F a`� S/ONA� IN WALTER A TILL 1Jr.RE 15-085 P'E.�YS�E'At IVATURE/DATE nDwDA ua.s 44167 6 S 13 OF 20 I1MMUM ANCHOR¢ SPACING (jn) S1 HED u F Fnla e T K/FN BAaY SHIfTTFR SPAN A.S.D DESIGN NEGATM PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSi'AuMONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE I POURED.00NCRETE CONCRETE.BLOCK CON OR MkXW 1 WNH OVER& Il TRENCH ORAINGUARD MOUNTING (8 WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING ANCHORS SPACING LEGEND ftµ ASA.DL9Gti tFIA1NE Pf45S1A1E 1L9A10 BF31CN h4TA1hE T= BE9Gt1 NECAIVE PRF55UeE RN910 .OD,1CN NEGAINE PSE RAANC TAPCON�WTi'H ADVANCED 30 40160 75 90 120 160 205 30140160 75 9 120 60 205 30 bo 60'75 90 120 160 20.5 30 40160 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 B 6 6 12 12 12 12 1211-5;&b 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3�-D" 14 12 10 9 8 '8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 > 7 7 7 5 S 5 5 5 5 5 5 R LM 14 12 10 9 8 B 6 B 12 12 12 12 05 B 6 45 7 7 '7 7 7 7 7 &5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 12 12 12 12 t0 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 S 5 5 TAPPER+ 14 12 10 9 8 8 6 B- 12 12 12 12 11.5 8.5 65 6 7 7 7 7 7 7 55 4 9 5 5 5 5 5 5 4 4'-0' /4 12 10 9 8 8 6 6 12 12 12 '12 12 B.5 7 5.5 7 7 7 7 7 7 7 7 6 6 5 5 5 5 5 6 74 12 10 9 6 8 6 6 12 12 12 8.5 8 8 45 &5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 id 12'10 9 8 e 6 6 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 9 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5,-O' 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 95 75 6 4.5 &5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 70 9 8 8 6 6 12 12 12 9S 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 SEE ANCHOR 14 12 10 9. 8 8 6 6 12 12 1.5 9 7S 5.6 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 &5 - SPECIFICATIONS 14 12.10 8 e 8 6 6 12 12 12 70 8 e 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEEP 13 14 12 10 9 8 8 6 6 72 12 B 6 5 M1 3 7 7 7 7 7 5S 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6S 5 .75 - 7 7 7 7 7 6 A5 - 5 5 5 5 '5 5 4S - 14 12 10 9 8 8 8 B 12 12 10 8 8.,5 5 3.5 - 7 7 7 65 5.5 4 5 5 5 5 5 4 3 7.-O. 14 12 20 9 B 8 6 6 12 12 12 &5 7 S 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 14 I2'10 9 8 8 6 8 12 10 65, 5 4.5 3' 7 7 7 7 6S 5, 3 5 5 5 5 5 5 35 3 14 I2 10 9 8 8 6 6 12 12 8.5 7 5.5 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 12 10 9 8 8 6 - 12 12 B.5 7 55 4 3 - 7 7 7 5.5 AS 3 - - 5 5 5 5 4.5 13.51- O VALID ONLY FOR UP ES URE -75 PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 12 12 0.5 7.5 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5' 4 5 5 5 5 8'-0' RATING & FOR SPANS PER 14 12 10 9 B 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 65 4 - - 5 5 S. 5 5 4 3 _ SCHEDULE #3, SHEET 11 14 12 10 9 B B 6 - 12 11 7S 6 5 .75 - 7 7 7 7.5 8 4S - 5 5 5 5 5 4.5 - 14 12 10 9 8 B - 12 15 7.5 6 5 3.5 - 7 7 6.5 5 4 6 5 5 5 4 3 9.-0. 14 12 10 9 8 8 - - 12 12 9.5 65 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - OS 8 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 65 5 4S - 7 7 7 85 55 - 5 5 5 5 5 b 14 72 f0 8 B 8 - 12 OS 7 5.5 AS 3.5 - 7 7 SS 45 2L=_== 5 5 5 45 JS - 10-0"14 12 10 9 B 8 - 12 11 85 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9.5 7 4:5 3.5 3 7 7 7 5.5.4.5 - 5 6 5 5 4S 35 - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 8 8 - 12 95 fi 5 4 3 7 7 5 4 3 5 5 5 4 3S 11•-0"14 12 10 9 8 8 - - 72 10 7 5.5 4S &5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 'S 4 14 12 10 9 8 8 - - BS 6S 4 iL_4 3 - - - 7 7 6 . 5 5 5 5 4 3 - - I "' ' �" BLADE ONLY 14 12 70 9 B 8 - - it B SS 4 - - - - 7 7 7 SS 45 - - - 5 5 5 6 4S - - ` 'J 1/ 14 12 10 9 8 - - - iS 15 5.5 A5 3.5 - 7 7 4S 3.5 - S 5 4.5 34 3 12•-0"14 12 10 B 8 - - - 12 9S 6.5 5 14 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 10 B 6 8 B 4 3 7 7 5.5'4S 3S - - 5 5 5 4.5 4 3 14 12 10 9 8 - 10 75 5 4 7 7 B 5 5 5 5 5 4 14 12 10 B 8 - - 0.5 8 5 4 35 - 7 6.5 4.5 35 +- 5 5 4.5 3.5 3 13'-0"14 12 10 9 B - - - 1.5 8.5 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 .5A 5 A5 35 _ 74 12 10 9 B 7 5S 3S 3 7 7 5 4 3 5 5 5 4 3 '14 12 10 9 8 9 17 45 l.75 - 7 7 5.5 4.5 - 5 5 5 f45 1 4 74 12 10 9 - 1O 75 5 4 3 7 6 4 3 5 5 4 3 14�-0'14 12 10 9 - - - - OS 8 5,5 4 3S - - Z--T--T- 7 7 7 4 5 5 5 5 5 4 3 14 12 10 9 - BS 5 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - - - - 8S.&5 4 - - - - _ 7 7 5 4 - - - 5 5 5 4 - - - - 14 12 70 - 9 7 AS 35 3 7 5.5 3.5 - 5 5 AS 3 10 7,5 5 J43 - - - 7 7 7 7 7 3,1 - - 5 5 5 5 5 5 4 31412 10 - 8 453 7 7 4.53 55 4 35 - 14 12 10 - 8 6 4 7 7 5 5 5 64 14 72 10 - - - - - 85 65 4 - - - 7 &5 3.5 - - - - 5 5 35 -7412 10 - - - - - 95 7 4.5 - - - 7 7 7 6 3 - -14 12 10 - 6 45 3 7 BS 4 3S - 14 12 10 - - - - - 75 5S .75 - - - 7 7 4.5 - - - - - 5 6 45 - - _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �,`��A. 7-I..�i�7''' ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �-- o Accordion Shutter System KV MADE#1 W/OR W/0 KV. WON RADE • l TILLIT TESTING & ENGINEERING COMPANY American Sh UHEIr )MS REV.N DESUI15ION DATE DRAWN BY: M.L �'. STATE OF ;. 6355 N.W.36th.St.,Ste.305,MI K GARDENS,FIA11104 3316f Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 P Phone:(305°)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No RID ��F`�� -°O1®tioo06719 m West Palm Beach, FL 33407 3 15-()$5 P.E. S/EAC�f"31(31W11iV1)a%DATE WALTER OGRIDA u 0 44166E 5 SHEET 6 14 OF 20 1626 S.W. BILTMORE ST. ' EXPERT PORT ST. LUCIE, FL 34984 -�� SHUTTER SERVICES INC. (772) 871=1915 (800) 749-9056 'We're Taking The Shutter Industry By Storm" FAX (772) 871-0990 BILLING INFORMATION DATE JOB INFORMATION DORIS SCHAFER 3/10/2016 DORIS SCHAFER 9900 SOUTH OCEAN DRIVE#901DEVELOPMENT 9900 SOUTH OCEAN DRIVE#901 JENSEN BEACH, FLORIDA 34957 OC NA j' JENSEN BEACH, FLORIDA 34957 • • 703-656-6143 • OWNER OTY DIMENSIONS • OST- 1 59.5"X 70" WINDOW,WMrrr,HV ACCORDIANS .$435 2 1 340"X 97" BALCONY AREA,VWiHE-,HV ACCORDIANS $3,182 3. 1-- 194".X 97" __ BALCONY-AREA.WHi+E;HV ACCORDIANS $1,825 4. 1 62"X 9T' BALCONY AREA,WHtfEt HV ACCORDIANS $619 5. 1 79"X 97" SLIDING DOORS,WMrM,HV ACCORDIANS $770 6 1 111"X96.5" BALCONY AREA,WRTE,HV ACCORDIANS $1,067 7. 1 55"X 96.5" BALCONY AREA,1PdHF;E,HV ACCORDIANS $549 SPECIAL INSTRUCTIONSTOTAL _: F SHUTTERS MEET ALL LOCAL BUILDING CODES APPROX.DELIVERY k WEEKS ' DEPOSIT FIVE YEAR WARRANTY FOR PARTS AND LABOR(SE.E WARRANTY,INFORMATION) $2,813 SHUTTERS MUST BE'MAINTAINED PROPERLY(SEE MAINTENANCE INFORMATION) 120. BALANCE $5,634 SALES REPRESENTATIVE PURCHASER ' .TOM FLAGG 7P�,3 yd- 75� WWW.EXPERTSHUTTERS.COM APR 22 9 2016' PER:y9IT rING St.Lucie County, FL 1626 W ffftywm s. ms's FL 344 , .w • Schaev- P ' Confidentiai RECEIVED 04/25/2016 07:5 AM�4�$ P. 1 Apr. 29. 7416 9,-14AM copy TM8 MS'Z AGR MHld cwterred Wo ca , 2012, . $etmen VNCW a. WST "." -�.�,t3r a��. �tuai� G�i��t3r, �or�iid,�, �, ax��'�he."Oxan'tox"), _ >10,°°i't vt a wSt.L-Mie Cotatty'a plafida.. The aud= daka tQ eMM a tMst to by hot U&INStged ftd &WbuWd is accordmeVdAthapxOA of lhfs Tr,tw* t Agre=mtAcewrd r,theGrMtor bw Iran weak to the TW=,attd iba'pnlstee wk to t►la4p NO f *a Grant f to pwp die g 31st ,On tho attadwd Sdmdule "A„" Thr& prapei s, togWn vvith sAy .other pragaty which tttay Iroa t be coaveyed to Aw Tfttec s ject to the trust h=by mom, W=U be bcK admini Md=4 disWbMed by the Trustee,mw the trust ami Am thepuaposes and uses herein set fah,Tho vaaCm,HIk m vfftd by ithzs Trust A,gre=W shaU be known as lho WMEWT D. COSTMLO RBVOCAEU TR[i'ST AGRPZWWp = The morhas one fourchfuMrgn;;pepho Costello,Doxil Schask*PwjUtL Ct llQ a • CTM.ii`IL y A. . ob .The Tirume shall Wd,mwge,sL eK"` r,s invest mind i'elmot ttua trust gtapertty,001leot all fiWOme aaud,edt dedoWn swh empenees as am properly payable, ill==ub to awd diedbtk the hwom and pnn*d as hWAU prffided. Tho Vete$shad &td%ftthe hzcoma Sod.p rs 1pal of thetrustto 1110 O ramrin mA moun#5 401110 GMADMV dict.AH undistribtftdtug W=6W ba uokud.and fmrc:sW.Ifthe Qmntor becomes. incapacitated, the Tkustee&W dl cute such amounts aftbw 3mme mad pxit 4W of the tot for the©aMnrt;bedW,snppA muinftaaoe Or otW needs of the Onaftr as the Trustee shall datoM9ze, is tho Tk'ugaes 6CMdOX6 to be 000M Y yr appZoOWO t0 Mainit k ft Gtantt'Ot iia amrdw=vft lire QraT&a wwuswmed stmu lad of living at to time of ffic,MoWou of tbU TrustA8fV=ML i CE E APP 2 9 2016 PERMITTING G St. Lucie County, FL RECEIVED 04/29/2016 07:50AM P. � Ap r. 24, 2014 9:15AM B. Adder+ LFaLuZkX Do&-of QN&L Follovdng'the death of*o Grautor,jhO Trotee$halt add to Qs etisrt aff g7rope*which was owxmd by the-Omi r and vribich is received • by such Tri tee under tha;Grantor's 7M and ail Imn pmbate,oseft(Whibh shag mludo,Ott not. be limited to, wW'paymenta £mm tui empliyeo or sel>"sbaployr d. bent'[ play.-•171dlvidual- retirewnat-accotmt dr mamdty or a*pznceeds of py ima i=6 politsy on the l fa of zhe rrantor) whioh ate payable to the Trustee herea dar. C. fyment of Tess.Fallowing the death oftho Ckamtor,the Dustee shall pay fmm the remaining prope*of 6b trust the dffmm between all tow Wbuil*Musk be paid by reawn of the Grantor's death and those taxes;wbkh vmd d be payable by team of tbo Grates deatk had the propay of dib ttngnabeon includable inthe gmss'ed�te oftbe'Gmtor for the purpoze of cal lig such taxee.Buept as ath"Or,a3peail'zts*provided h=W,My tare$Med by the.+ul cl>astou in the Gig's estate a warty not pos€ng mer tris Trust Agmemat our under tha Grantor's YZ shall be apportXnned W paid in accordance watth section 733.817 of the Florida Probate Code(ear a W mwoossor mate), and in Buda cme� pedant law shalt aot0I if Mmida law and Federal laws owf lot or if Florida law arils to a dtass on appoxtionmeut or to Mmuai issue.116 Sectjo4 AW1 not app"my gmeradou sidpping t awsfer taxes imposed by Section 2601 of the fides which tomes shall instead be payAble in aaeordauoa Md*the VO Vlsia�s of Seedw 2603 ache Code. V. Dement a..��t�4a�The Tttastee,in.d,s Trtusttsr's disoratiop,may pale scan t the trust arty all or any pat of the GmWs ftad expenses, elaim which am loplty adorc able agab* the t3m*es estwx and reason apps of ad ial rration of the Gbranwa estate, but flee 'i'mtoa shall not make tW swJa payments that arc not in the best inset M of aq'pervu having a bmm ieiatt i*mat k the reM81*9 property of•this trust Upon dation,The pagt vnu made pursx ut to this Sectlot►shall be made pxaior to the dicta uOtms prirovidrA hr in"de Id,Secden F.Tho Tit may walm such paymoW directly or tm pay' over the m ounh tWeof to the duty qual'iU enchtor.•pwwal repn+e tntive,ar adndnistmtor of the amtoep estate. 'WHtten *t=ents. by the axewtor, personal. 7repx•BsenfiaOVe, or Astraft of ft ara taea estate of to s» ft vw be paid under this Se don shall be as floient Wdeom of their aim o t%W the Tn*w sly Iv ander no duty to onaftm that each pgmreants were applied p mp* 1L '$ ru.uat� Me trud OM%d by this Able shalt to aft upaA the deeath of tho a lraulca. Upon Umsnadon,tho Tnuft AM distAbute the iremaitang iUw ma a ud pdAcipal of this trust to dia3+Cantor's cuff a ln'equal shares,who aurvlve the Grantor per stem.N WDO of tbie Uftntor's downdOU,stiltviv"the am(&, &a of tbe.rmalWng•li]iDcame and p pal ori' 2 RECEIVED 04/29/2016 67.69AM Apr. 29. 201 G 9.,15AM No. 0408 P. 3 this tag slxal}be diatrlbated fo the grantor's hers, ' &TIMM M-TEO=PIPOATMO1+1S . -ROLOA A lwke- Gat M6 Oxantor�may aF wy iime remdve 10 T= tee of the Umt craated undw "ale A with or without caasc, and shah nca h to a ammmor Ties,The G tutor may t ombmte a successor corporate Tmtse,or the Grantor may nmalo�*Ober ittddvidud or i nd viduWs as=ces V Trustee or C'm-wee.If the(kantor is not seP ft as T=stw,to GmW may eleot at away#me to be the pole Trutee or a.Co-Trustee 'by sio#cp t+n tfle'Xyn>�'ee •. . �l a AW Trustee resign by gl'ving wfire to the Gmtor, 'grhila*0 Ofantor is lift and thewafr to the benefidtW of suah tract. If for any roasm V'MCeut B. Costellp is uaaabla to Rome-as ftdae lhou I appoint my-dauglmr, DOkW SCRAffPX to serve as the sctcoassor UPSWO- Iff6r MY•reasbn she,i$Unable to mve then I appotett my davgbft.PAULRW CQM1f,L%to mw w the ae?d anomer Uusft C. Eumm Ag 'CONOwaam, Rmy, Trustee• shall be reimbursed £vr thte . reasam ble costs end expenses incurs int Comandon witia such Tctestws d dee.Wry Ti'astp% emept the Grantor,shall-be awed to dadr and toasamable cmVo Rion for smicce rendered by such Trustee in am&Mpt der trained in acc 4mm vdih the Florida st ory gate 1mnift at. such tha% oar if no such stwutvty rate mdsts, iR au amomt neat eatxaeo ft the cu itomaty and wavaiIitng thaxges far=vim of a imiu r Character at such time. - ID. aW ft of Oands , lkm fttem No TrOM acting bacmder shall be. requkr to give bead or Odw MR* im sexy JU&dWOZ If any Mist created by -Trent Agreem id contam prope*lathed In M&M state ar a foreign ju&diodm and the Trustee oaonig or chooses not t D serve under the laws of omh state ar fioredgn jtt ae'tum,the pu%=to exggrn ndo sm a wM&y Tnastee tbf such.,pmputy(as wall as any m=mmr ancillmry Thwtee)Gall bo exexcisabls by the Orator,or by the Tmstee iffw C MUWr is not lives ar is 140t ootapetent to act.An aaalltm7 Tutee noo*Wed pumant to this Section mq be'au k&vIftel or eoxpmate Txusbee. . F. !TrmfWf . Woo mother meaning is cleuly iudluMd or required by comet or oimutmsi cis,tW twm"'I'rl*e"sba11 mesa and ltaoluda the iuitital RiWze aad any suCaessar T=wo or CorTrastew.$toopt as e4wwhc pr d4od in this Trust ASmm=4 if-two or more Tmstees arc nen ed or serving hmunder amd auk'one.m more, but not.Alii decli?ie or cease to sere for my mason, then to xe,nnaming ThL*o or Co-Trustees, as the case may be, 3 REcEivED 04/29/2016 07:58AM Apr. 29, 2016 9:15AM No. 0408 P. 4 shall co*tnzs to sarin M su*Mwft IA all matters relating to eaoh trust created under*is TvW Agwmwt, when Co»Trusees are awing,=all such Co-Trustmess must act joindy and together • F, 292=2to fhe.rerm, "corporaft Trustee"shQl•meant-bank having--Aust pgwaxs of a trust amtipany bavitig"(alone or g nombWd. vAth'.&•paroW orpft ion.and dMiaie)assets beneftally ovmed by other under its mamgemenf w*h a value in excess of$100,000,000 (U.S.), and the sutxeaeor(by merger;cauaolidation, change of nme, or*other fMM Of ro murices, or if shah oorpamte Truowe ever uansllars all Of its e1istiug bw hwa of sung as a fid dW to my other baud or tit compoy or corpora jon)bank or OMPAY to airy foh aoxpoDrata Trustee-named hercllt at sewing herder. If a bank or trust Company is sp00ifioally named 11wein or was a COP,orate Trastee (as defined above) when it accepted its fidWwy position hemunder, it shall iaot casae to be considered a corporate Trustee • because itauasets under mumagemmt pmsently are or later decline below the amow t stated above. IR asst'instance vVhere i corpotrabe Tius0e is reed to be nonminated as a mccenaor T=We-or Ca-TraAea in oo mecbion vdih the removal of aW Tstee or Co-Truswe, the hW(M=t of xamoval shad contain the =ept=W of*a amponte TnWN so nominakd vvidemd on X If a coxporatn UvAeo is sig w a Ca-Tnwu:-,,it shall have excl�siva austodyr of the properties,books and records of the trust as to which it is serving,but shall maim such prowkes,books and xeeords mailable forhWeCf on and copYinigby emery Aber Trustee of such ARUM d VIS J A. 5t mbersbim No person,shall be deemed to have survived tba Gfimtor if such peson shell die whMa 30 days after the Grantor's dak- howl, the Tra tee shay make dlstribudons from the trusts end.Wa ibis Trust Agteament tvit$lu that period for the mWort of-the GmnWe dmi&W..Av y person who is ptoWiftd by law boa inhestft Prague'&=1he Granter shall be treated as having WW to saavi vc ft Grantw. B. RI -To Iodde. The Granloes pdndpd residence sltall be entitled to the homestead tax exemption as provided iu Section 689,071(8)(h) of the Florida Land Trust aW in that regard,notwWntw%g any other provislm of No Tract Agreeu me the Uuswe shall Urre the power and amhoril yq.to pwteok to ctomwe,to dell,to lease,to e e comber, or otherwise to mmn v and dispose of the,(3i antor's pxittelpal=ddoce.amore,the Gwitw abaft have tho right to reside on any=1 peoperbi amd by Ifie'trust created wader Article R.darting the 4 f W7 MCEIVED 0412912016 07:59AM0�08 �. 5 Apr. 29. 2016 9 15A , flrmtoes Mfime and ua tbs~deaths of the GraWor.It is thj,-JftX#of this pr'oywon to preserve - in;ttsss Gxatiitor�e tec�xiaite bsme�casal lutrsreet�d p�d�sory r�1g��z�##o saoh zeal�zogerty'�a. . ,. Q01 Aplp with section 196-031 of ft Morida Std, so that 4he -Drat Ws possright: _ - .,Wktms,iA all respects,dquitoble fid to rA escIte as that ph a is used in 90C� ac,�,Article 1:of the:CortsstWOn.oft a We off'laxlda.7be tlrauror vAH be entifico m claim,aMi.evaalabie hourtesteW tax exeWdou in anq►real jm.Vu Y ink.the-frust;+crested hersrt adeor,and for purpbses of Id MrencOOA,the Q tAWDe t hsC in 844 p gmty w11t bo deemd an famest 3-n' mat properly - mid not as k arest in pasont1W.The lucytons ct Wttad k this Section dull ua ftstuat tw Tmine in sem'way ftm selft leash t or anomnbemi g such property Wigiout the Cx=Ws joinder WwW dead or otter h»nt, , i—,q RMC-8—tip-T xwlr. iie (lmaw may ahem, aMMA mo, idy, mrsks or tush uAy<f fico provM—Dias of IWTmd Agw=mt by natioe to the'T t w, Upon f w desah flf1ha£rano,;fts Tkud Agmmmt WWI bocomtwoodbk A 900ft",ef r.,o#h A&r #ba death of the Chmor, 1be Tmstea, at ft Tram's 41 moa1a may combI ne mw tmot omatd under ft Trod Agweanent with oy o0w uwt or U»if 4w tons of muh hme s are substantially sbaWar, if sueb tnmta to same ,phmmy bmf`idwiess, wA if agah Umt have the owne iwJmon age as deund In Secton . - 2642(9,)of the Coda The TnLW= athal'ag be obligatted to co rnmbino mwh t asts.1f tags v hkA aro•comWxwd ata to temifimte at daiffcres tlmr,,fbz combined tttpt sW11 tmmim tc m gages, vAtbs a pm lin,of 11m umbbW Uut bafg d1s1dU et#to that approprim bs a,�imem vAm ea&mvh host UmUmSm I`f trsaats Vfth aw combined are to tembu to at tw me fte W have dit:Ebmnt cvmtin t1 mlOt Wos,the mminWSpropm'ty of ft oommbbu d be divided pro iota pmong.tbo wnfi nput'be wfi0imias ofoach trust,Any mch pro tat%dlsaWons shall ba made ins.praposrtion to the'value of enox fist Who dm maktrUM were combined. VR d OA of 'lir & 1+T0twhJu aft myftg to the- oom canWaod iia No Trot Atte my tot mvukd by this Trot A Mesnet wdws earlier tmftaed w=ft to tho tm oftbis Trust Agreed"te6310 wiffia t1w taixto poxiod spmified in the Zmida Uma Statut V Rule,est T'erpaWtidrs formd b Saatioia 639.225 of the yJaelda Status, If the Tkustee at mW time combius and sa&aWdm as one t>arrt any Utst of two crud Wider and any trust or fry twdet mq oft ftuilrumc nt, stmh combhmd trust stwlt not out bcywd ft eargesr dW*an vA*h d6m of such-tom wo*. wiffiDI A regard to stash combhaatCuia,hwm been required to to m�tmderike zee rigs pmpetuitics a r otint sapp�lcable law govai'tllog the Mmdraum demon Of trtaat& If,MV #rust (welaft a eambimd tusst)vvottld,brut for the terms of this Section, continue beyond each das:Ge, wh f uA V - r RECEIVED 04/24/2026 07.'50AM Apr, 29. 2016 9. 15AM No. 0408 P. 6 shall nevexdwlem at that tfine twninate and ft r=BWM ptnpetW of such tmat shy be 4istdbtlted as pmvlded is the.Ardole whir&oeest m such twt, . UTHE PRO; x()P3 . A. M.The Trustee shall have ail of tv powers and authorities conferx d upon,, trustees by statute or common im in soy,judS&cft i1a wX&the mrsm hm%Y act bWudiug Ail - Powers and 9M&oitias mferwd by the Floddat TMSt Code, and by my future amertdtn= thereto, except fir any b t ce,in which such powers and x9hon hes may cvnftid with tie expmss pro vxslow of OM3 Trust =@K in which case the expos provisions of this TMt - Ag�e=aball control.In addition to each powers,the 1�tusbee is specifically atdhorized, (1) TO xeWR,k the dISUCHIoA of the TMHWe,My proPepty irxWerxed to the Trustee by the Grattbnt or hoty 06W paxvon, Including seal dEw of any. onrporate Tn wwq, wi&otrt rewd to to duty to dive*lthrfbsft�o under the IM govemb* MY tra t cid hmmder•and wi*out ftability fox any - demmiation or loss eeca*aed by such retwoty (2) To ex hwWo,®ell of 1=0(irioluding leases fox two exceeding the , dmation of any trust cued by this T;tust Agreement)for Raab,prapeW otr=dit, Qx tO paWfion, Rom time to tune,publicly Cr 0"blYp at MWh pxtces, on such terms, times and conMom and by indr meats of such chomte r and with m& covOnts as the Trustee May dem ptopar,,all or any put of i.he assets of each WA and no vendee ox Imsee of 1a Tree shall be regtxi a to look to the application Mado by the Txusteo of any£aids geld to the TrWee; (3) To bonow monoy fi mt=y souse(iaalu fi%MY` ) and to nu Opff%plodge or i4 air other manner encumber an or any,part of the McFa of any trust as may be advisable iii the jadsmeut of the Tnww f'or tine advmtawto sdminielxailon of subh tt a, (4) To invest and roWast any part of WV trust in nay kind of property whatsoever,real or P=OW(Imbdog oil,gas end other mho W leasms,xUWdot6 ovadding tayaWs and Other h ta0sta),whOOM or Act produad t:Of boom and withoW regad to dw pmpottion that sma proor pwpe* of a similar eharacfear held nW bear to the eerie trust estate;pwvldec,lhowor,the amfor may direct the Trustee as to the Invulmem,to be mWo by the Trusw% and the T=4ee ill xW bE liable tD wy parson for any losses resWft frmsn jfolloWiug the wlitton direotion Of 910 Grantor Ja investing ale trim offew, gl701� w.SSW QyAt`Z � ose g to to toa " � of �to .� esse� no�"�� Qoxn4�" �er�aa � o d to iA 13IA4 tow s +g�iG9y ,av Vol , , atbex ' {tt�ba�' sac Con r o dOW 0% to ot to .• � vps, ts .� eoe ova ao 06 1 a s (%an e,oak" ot V0 ��c to OT 0100 000� Olt vo Ltot OT bene to�' �a�► � OKIogo� o °� , atUas lowo ovos ►oovAba Wo if a TO L 01 06 is axe t 00A a0R�v Volb ia q� + ov ' ", " an a � OVA� by alb 0,0 o b �� co��j fox � • . RECFIUED 04/29/2016 07:68AM Apr, 29. 2016 9:16AM No. 0408 P. 8 boneficimy; Wd by maaaft such dfa bution as a selmm Awd on fhe bene iadwy"s bobaif, oubjeat to the benoMwIs rtmtlt'ttt ng right to withdraw the digtribu"--ted the wftcn rocipts of tho paxzorts receiving such d%tdbudcros shall be full and aomplcte,acc ti# was to th�'i7ruste . 9)- To purchase-"any' of the prgj rty,. (including spsculati'vo • ' investments)in the teft=emw estate of the Grader at its fh'ir unmet veltte and to retain ark► propw�y ao ac *6d•wiitlaout,liability for deptw1adon or loss j ocCo400d by euch mobase wd retettf m; (10) To lend money to tbo testamentary estate of tha Grantor upon adequate W=*atxd£ar a %V*interest; (11) To invest the meta of any mist ht say life in mute poliap or polWiers(iwxcluding teen,inauxam)on the lift of one ax mu=of the banAdmies' ' of tim tom,or on the Hie of xW p o or persons in whom,one or mm of the benefidmies of sash tract have an inswable intim (12) To sire pea somal pwpetfy given to a person who ia and=or who is inespagitaWil for]star distxlltution to moh per Da,or to sell such pmpwty and a&tD proceeds of We to a ixust Qwluch such petson is a bmefld wy; (13) To make division,partitions,or dWaudons int:money or in kind, or partly in each,wheacm ognhred or permitted to dtvlde,p=6&x,or dkuibute an or ma►'part of ani' tr 4 and, in maldag attar such divlaiogs, pat'tlOm.. or distributions, the judgment of the TrusWu in the Selection and valuation of the msew to be so dMdad,ptxdtlotted,oar 4tdbu*d dmU be Wading and coactugya, and the TMtee dial not be liable for say diffiorbag tax conscqueaces to tho benefieimtes hereunder; (14) To release,in the dice don ofthe Trustee, ally fiduciary power at any time,to whole or in part,tcs POWx lY our fitly,wkea wsi the Truotee may deem it adAmble,by an hmtrutnent in writing exmaatcd and acknowledged by "the Tutee; (15) To invest and reinvest ail or par(of the assets of any trust in.W common test Amd of army oorporaft Trus(ee: (16) To contlaw any bw mss (whether a proprietorship, aorporatian, patt=ftlimited pa t acrship or other business enfity)which MAY he trMftx to any trust for such time as the T e may dam it to be in the beat hotest of- such trust;to employ in the cont sS duct of any such bussuch a vii out of zany trot as the Txu*8 may de6m Prapex; to bOmw mO=Y h' URO xn OxY such 8 110 104 ova 40 ca 34 so va $°' � 0 g� � 1 10 %; ' &4` �s �3o ' 4010 110V ID;;, 10 16 r 0A or!30 "Vomov 06T.0 00 AMC vra OVA 10 L C4 Vioi . � 10 ft %OA POO OA gwonov-4, ". 10%* 0*4�,3,00A* jg� , A Q I pdo 109 0,,x or Q-r =a z . tW,1p DO IVA ��t� ' a�, 1a gyp. Zap,' 4g1 � e }fit s6 r -90 a ov� � a gp�Q��g:Le sti°Zf6vt�e RECEIVED 04/2912015 07:5BAM AA r. 29. 201 b 9:16AM No. 0408 P. 10 ob*tion to Impeot or velfy such stock or secW#os nor Zall to Trustee be responsible for azy lass by such bank or trust cmc paay,, and (21' WOneyer in,tliis Test Agrgcment an wdon lg Wborixed id 16 discregion of the Tiustee, AD tek "discredoif, shall mcan *e absolute and uncontrolled diseietion of the Txcc. = B. gMg[IL Bagh gf Acaoad add Retch All properties,boobs of aecoumt and rem*of the bust meated.umlor Male It shaU be made avddable•for inspection at ag tWm during normal bMIMM hoots by the tirantor or by any person d*mtod by tho Grantor.drier to tbg death d*0 C=Odnto the Tnowe shall pm dde an accounting to the Grandbqr,if requested by the 4ranbor.)Voilowing the&a&of the OrmoDr,=lm ft tegWremcnt to provide au accounting is waived, tw Trmstee "I provide an =onating to each bmneftciny entitled to xaeeive an aacomf mg at least wally,and=tatimination of a frost or an alae of the T aces, in the manner reg"by ft Mrida Tvt Code. C t'ce.Any notice requited or p=*W to be given by or to a 1'"ee acting under this Trust Ageemcnt must be giv=by wAri wledged lmstrumeut aduaW deH vwui to the parson or Trustee to whom it is reg6red or permitted to be given.-Any notice required at paced to be given to a m1wr or an incapacitated peva shall be given to such,mot's pa ants , or Siam ew to=4 h=pacWed gersot&guardian or eau mTm* r..Xf such nonce eomoras a trusteeglip, it ahall owe its effective daw-od shalt be gWeft st leg 30 days prior to Such effw1ve date, unless such period of notice is w9ved. Any action permitted to be taken by a miser or an kospeoiiated pemon shall be talon by umbi.Miwxes parent or guardian or by.such jnegm tamed person'g guardian or Mservift, A Aety of Diff TEBO d.Sash Trngce shall be relieved of my duty P uvadw the acts of any prkm 1kaA a and no covet aacona tS shall be required.Eeeh suoosesor Trustee shall be nVonsfle 0' fr &me prDpsrties which fre Y delivered to such Trustee. 1laoh successor Trash, %n Wecutt an admowlefted acceptance,of dw fUtensbip cad upon act a�g oelly dolivered to saute successor T>Estee,gludl be wes5ed with x110£ rcedpt of those propmtl the estates,titles,rights,pis.Mies,immunities and discre[iow pmoted to*e prior Trmtee. &mee on 1&gman.In acftg or deolifting to act,each TMAM UM rly upon the WAft opwon of a competwe Onamy>aq has 03tod is an`v nt in writing . ate,beUeved true;aril any offiox Mdence deemed stiff Cleat,Each Tcastee shall be saved harmless $tom 'Liability fear any actino takM or for the Eunoias to take my action,if done in good faith sued without gross negligeace. '. N-06ce Drsuan to VA* & iu%736.1G40g. An acdaon for b wch of trust 10 RECEIVED 04129/20.6 07:5MM AD F, 29. 20 16 9;17AM P. 11 based ort wars dhalvaard la a bwt aamund ug or rM er wrlttca report of the T>t a my be maNO to a 6-month shote of Undtafts ft9m the nWpt of the Owt ucoannting or - ' othar z epoart.cif you +a atest#o ,p�ea$eruaa�altrtr�utr otto�ran�. . r ° AV Ad rs TO--Taut The&'antor,or stay Uthcr bons may at MY 6mc, gran, tri or cowq, either by hater vivw transfr or by WA to ft Mc each Odffloud { pw,paty es ho or she, dub= to baste a pW of say hvd hereby =*W and, mtai�wt to accepmm by tho Tutee,swh addiftal l Y shalt be blooMcd tote tom tm the beasis ' spwYwd is W haft=W by whdcb such Ma W is txmafmd,wd shall 6mudta be hold, adminWmd and,distn'bute+d by to Tttastaa itt am ;au&= vfth to ps+r d4ow of this Trost Agrmmot B. »endE��ns.At the death of to[irantw.ewh utast craaiaed by ihla i W W�iilii That.Agrmment"be a spendthrift t to Qta3 vilest atst allowed by law. Prior to ft mast reit dust pmparty by any benagoicy.no Maty(>umc m pulpal}distramtabla wder 9W Umt ted by Ws Tro Aff e6m6t&a vohmt a invroludully,be subjwt to $It1 4adua at mmOpulot by ' b 11fty, to th* o1W= of a shouse for sopor't or mainto tca,or to aftoftat by or to the imer,&ma w or caa al of any av&tor or aodpae of any banefidaM or be takn or xemW by mW le i pr moble pzoom iu oatbfic&ii of mW debt or akMW of stay ben$ticla y.and aW Oc mptW taft,or m mbnm of vvj,itta wwt bi ' hprop"flyby aw bonaWttty Imaundw p i&to dia dbQt mahsllbe Void. C. p ants. FefeDrmass to MeaaendaW or "d wendaaau" moon iiateatl blood desm&nm of'tbe f=4 second or any atha dow of to eaoesbar ded&04% gmz+ded, howava, that such mfi mss t iaclade, with rgeat to any pmvision of tbv Uzst Agrooaa wt:dwmdaus wbo hwo been coaacand at my specM post in'i Mevwt to sacb providt>n and who 't akr sumw bila; and prW4 „ farther, ea adaptad, cWd and such adopicd child's Basest dmaudm* by blood or aderptuan ahall be ca Wdwed =der this Trust AVmmW as lel blood domdaM offt adoptiaag pavit or,p gad of art om whit in by Wood or a a bned McWW oftlte adtsft paint at of either of the adopfing paroaats. lA. prreanaciated A. bonefidW (othar #hart to MWjd ax) siaall be ftr d qwspWtdsdt,if the Tract ,in tbo lktastea's d1s=&r4 dotiazm nses that arta b cry luo&s ft a ilky,+thusto a Awaiml ar wentat waMon,to mfmap bis or herov mpwmdftdftwr1d alUm,Tw Q or or a'I°rtas ae shalt be tlmd'%c*wt atW of and for as loam as(i�j a coutt f RECEIVO 04/29/2016 87:58AM Apr. 29. 2016 9!17AM No. 0408 P. 12 of compaunt jnd&Ucdm has made a ffnding to*d elm(Al a guardian or comer ,tor of the Crrantes or such Trustee's permn or property has leen appoitfted by a court of competes juti0alo'dvn and is sem as suck or(iii)iwo phyeicims (licensed to prAWM medicine in the stats wirers#W(kautor or TMIW is dolicilad at the time of-the-owtMgation,mid one of whom .. - shall be board ce�(cd.in�s�euialty nta�t rho a�ociafied. the cease of the•Crirazrttor'�ax , . . - . . Tr%jee'a ivaeq=Ity) caWy that due to a.pbysiad or mewl aonditian the CrraAW er Trustee lacks tho ability to bm&=Se his or bei ova peasonar anal f mnoiai arias. Au ineapa IMW Grantor or T"co shall be deemed to b"a xapined dqaeity if there is n ffndvng to that 9%ot by a court of empetent jurisdiction or if two pbysio (vi* the same qualifications desadbe d above)QMW that the grantor or Trustee is capaNe 9f his or bar pereional and finaneial arcs. E. hL&Md ewer tti k Rdamm to various Sections of the"Code"are to such. dadogted Seotiow of the bgtexml Reveme Code of 1986,ars amended, F, ai . ReEmmca to "Mfrs° are to those pertor s who would fidwdt urate personal xopeth r ftam t1w person dosigoited under the stags of descent and dlAribution.of the StM of p'lorlda,if m&person died JofeO s and sin&at such time. • G. Q or�e�,u�na.Ln�v. The cam�MdOnt �ettditp end admiaisfsetioa of each truest created under tris Frust Agreement AA be controlled,by tho.laws of the Sfate of Fla da.After. , the death of the GrmAof, tlz TxugLee may'-deslw* the kmw of axlother Ju&dicdon as the contwiling lave vdth xespeot to the admirdstogan of a parfitaYlw bast if thd.primary bww&d=Y bf soh trust resides in such dmWWed jurWlatlon,in which case the laws of such designated judadietion ,hall apply to MA trust as of the date specified hi such deslsHon. Any such desippatio a shalt be in viift and ftU bo delivered to each bow iiciary of the aMotecl trust. When a distribution is to be made to a pmoea dommdants "per sues,"VropaW sits// ba divided tao as marry equal sl=s as thew are (�)ifving children of SU&praw% if arty,aad Qf deceased ddIdam whn left descendants who are then living. Each living child shall receive one share,mid the shin that would lave passed to each demawd alld shall be dvlded in a IIWU maugts+r(by reap*! S the pm= ) mong his or hor tiro Hving, q ,goy Wmt%A, if a person ba deceased clutdran and ltvft meat vhon a distdbutlors is to to made, the assets VvM be dir Med iso equal shares at the Mild level std distn'buted.psr'stirpes below Oat level;howum-if the Peron bars no living ahgdren at that time, that equal divijon 1M still bo made AMP.child 1874 and distributed per sirrpes below that level. This dehimition is intended to override any*O l Oft ar eomtrary cwcooa lave defi»itiO4.111 the be made" 8 4=q in the event of the death of the Grtautor, ease of a dist,dbidion,winch. s to peer . iZ� - LVED 04/29/2016 07:58AM Apr. 29, 2016 9:17AM No. 0408 P. 13 � F lefimanwe in this Section to 'then livine or foo °living" dWI Mean penOns Who surtrive the L Natics of .Tr ufte Dutim..The 'Yrotee heramdar'may Dave duties anti *sVonsibiRtW ik additiom to those described in this.mm agw meM By signing,tom lx=. . • agCeetamt the 1't'ugde act uj)ftdges the'thy Taus will obtain•1%9.advice If;a ftwury to abs9lter gna�ons xalatiing to�t�involvh►g fhie fxttgt egreeraea�. IN VnTNW WHMOp`,the mor end the TTWtec have b=Urftisd flu*hands as of the dw est above utatten. • .fir 08� _ r • „µ .Clap � .S La J Tt- we, the gstgned vdtaesses,mW that't forgoing instsumeat va s ppid by tko (lYentor im ow pzasmw so,of tlto date 9M above wvdtte%and daalmd by him to ba hfs revocable tenet; and nosh ftmtrametft vm slued by the T mbw is our pnmejm as of the" drat abova 'wcittM and we,tom+undcdpt d vdtrtam,sign aur Anes herer40 as'9dtnasses at*8 requmt Rod in Jtbe' ce &fa Clra�n/�tgo�ry sad:the 'ThWbe, sud in *a p se ot of. as ods, oa 2012. =n F3W keetAdd City,Stato 22d Zip Coda ' iq;�3S Sigaatmce Sum Address , Vply RECEIVED 002W2016 07t58AM Apr, 29. 20 16 9:17AM Pio. 0408 P. 14 STATE 017 FLOMA, COUNTY OF 9ARTIM ' • • . W iho ti rsipted,baits tg the On=and the-Aftsooa, mtive,[y,WbD*I'ames sre. sigod'to the a wbed or forepji g inasirum h%ft bkn,swor4 dealarod to ft mdersigned offlcxar fiber the Gray cre, k the presence of w,tia=m, sighed the imhvar2W as the Grantor's revocable tmA that such Grantor d such insfr mm� that the Cantor signed.mush i€ i anent wMingly,and Wt each of the wltraeom,In the presence of`the Orator and in the presome of each otm,ioo the revocable twst as a Am t r i .'WitnG�iS:llgAafitt� gt}BSCl MEDA=S 'TO before me bar '[WCENT B. COSTELLO, Cnwftr? 'echo pradtteeat lby Flodda that contaiwd his photogcap4 and Agnature as ldanfifimfimtthe eblr pmovtng him to be the►person whale ireame is subsc+rlbed jalhajbiegoing h0hu nmt as Cirazrtor,by 6 I4&y *Zajad) ,it Witness who is p kno me or who has produced ("a of an) as ideafficafiG4 and b.- ,x.-AV4,1 ,a whams who is so imlo t► me or who has produced. (tyre of idenfificadom)rte v cation, eNmw/s ate loaa ,.�y �urypueao�►a► - s ► �rr r : SCIMULE r'AIt-PUTAL TRUST pROP1Fa'RTY . 1. �lt?,p0 • 14