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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVED MAY 17 70116 - x� COPY i C PyZ '�}' Florida Departmentof BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge I Stats&Facts i Publications FBC Staff I BCIS Site Map ( Links I Search Business a .p a Product Approval Professi 'al �3 i :uSER:PublicUser Regulation Product Approval Menu>Product or ADDlication Search>Application List>Application Detail g4 FL# L389-R8 Application Type R Code Version 2014 Application Status Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..TiIIit,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 ht i)s:Hflolidabuildiniz.orL-/Dr/Dr ani) dtl.asnx?naram=wC7EVXnwtDovYYHH2vTvx5lMw.__. 5/5/9.016 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.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 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 sheet 5 for 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 Z:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use ill HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resists :Yes' Created by Independent Third Party:Yes Design Pressu e:N/A Evaluation Reports Other:Large m" eve]"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -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, 11 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.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.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 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: W IM ERM seLuritvmr:nuc,;' httns://floridabuilding.org/nr/nr ann dtl.asnx?nara.m=wCTF.VXOwtT-)nvVVNN?.v.Tvx5';Mwc 5/5/x(11 h GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN WIFIED 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 LOADS 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 OF CONTENTS BE INSTALLED WITH A DIRECMONAUTY FACTOR Kd=0.85,USING ASCE 7-10 AND snALL NOES T 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 n& �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASD)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 WIND LOADS WAS BE 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 SYSTEM'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 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 00214.01-03,$0715.01-03,#1004.01-05,#1214.01-05.10317.02-06,#0609.01-10 AND#0210.01-11 AS PER-TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=4885 AREA-2: KV @IAD E C7)AND HV WINDOW BLADE TnA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE _(WHERE APPLICABLE) -HV WINDOW BLADE (a#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,&3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(1N SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ks3 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CE NTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,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-T6 ALLOY IS 30.0 kei AND 3ET 5.7 Ik.1 FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHE10 6005-TIS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND WALL 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 k i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US_PATENT#6'77952 8COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART By U.S.PATENT 15'458,779 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.WG 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULX AREA 3: HV WINDOW BLADE R ONLY 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 AREA 4• FIV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE.LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SEcaw 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL 13E INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERT'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 PERMIT IS APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,3.0.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.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e)THIS P.E.D.MLL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (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 RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. llll 1 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone ` R A.�'/`7j7i� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTm 17MEC ,,� ® ® � ® Accordion Shutter system f H.V.BLADE#1 W/OR W/O TLV. WINDOW BLADE *O: /l.T•;, = American Shuffer Systems 3EV.N DESCRIWIoN DATE DRAWN BY. WL y; TAE TIWT TESTING & ENGINEERING COMPANY Association Inc. 1 OLD 71-792 4 4/13/15 ��•. F OF ..••• 6355 N.W.36th.St.Sta 305.VIRGINIA GARDENS.FLORIDAL3316 . /13/t5 DATE �., Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No "'••""�j\��O`� ® 1�m West Palm Beach. FL 33407 3 L9, o-moEB-0006191.tS-- C OSJ L ENA�AAA� WALTER A TILUr Jr.P.E. 4 RESEAL�Sy�AI %URE/DATE FLORIDA L„"9 44167 s SHEET 6. 1 OF 20 .. 3'.WR-mow einDE�a VARIES 1 491' 6 r 1516' .200" .nl �Bn m 7}4' °oo ?JY o o Max. 6a S w O 559" 4.385" 4.999' O 1 HV SOLID BLADE ®HV UNIVERSAL FLOATER 5 HV 90°/18W STARTER m 1� QUALIFIED FOR USE W/ CO ERED UNDER US PATENT 8176 QUALIFIED FOR USE W/ HV BLADED ®HV DIRECT MOUNT HV BLADEi D 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 -SEE LIMITATIONS OF USE OF BLADE ON S 19 BLADE! . ® SHEET 6063-T6 ALLOY AtN4nD TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500' •124' 085" •� 70' 2.670" .556" ro ) .994' .67 1.000' cl 670" 2226' 072 0 642 ' N O V 4.697' R ,� i9 �q�4n .815' 2.092' O7 HV ADJ. ADAPTER W/LIP a•43s' 12• " o.o7z" a.o7^ szD 3.22x' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADEt� QUALIFIED FOR USE W/ HV O9 HV TRENCH TRACK 55• 6063-T6 ALLOY AND TEMPER 3.750' QUALIFIED FOR USE W HV - BLADE N QUALIFIED FOR USE- HV QUA / 6063-Tfi ALLOY AND TEMPER BLADE 0 ONLY- HV RAINGUARD BLADE 1Q 6063-T6 ALLOY AND TEMPER vAAlEB 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV � 1.938" 1' ts/5" BLADE 1 Max. VARIES 1.936' - EMPER 1.917' ' °o ax. 083' 083' .083" ro .083' .093• .093''oro .100" -125" .060' .060' 670 .093' .093"'0 �4 .060'4 m ti n� 48,0. 670 1.686' 3.520" q 29 - 670 11 Ny CEILING HEADER 1 HV EAD/ER SIL 13 HD CEILING HEADER/SILL . Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED0633RT6 ALLOY AND BLADE NLY QUAUFIED FOR USE W/ HV BLADE 11 14 I-•D WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUAILIFIED FOR BLADE 01 USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER T r COMPONENT A B T1 T2 X Y t MN XMNYMNt t" t" 0.082' 2' 2' 0.125' i© 2" 5"MAX. i/8' 1/8" 3' 3' 0.090' 18 2' 5'MAX. 0.192" 0.192" SIDE ANGLES QUALIFIED FOR USE fflffP is z.s" 7•MAX. o.tso" o.1so' 0 CORNER POSTS GLAD QUALIIV QUALIFIED FOR USE W/ HV 6063- AND TEMPER2 2' S'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063ER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �jl A:TIL(jT � ©2015 EASTERN METAL SUPPLY, INC. ENSF.,9 BERTHA HV C o Nc �� ®�H Accordion Shutter System �� E KV RADE#1 W/OR W/O KV WINDOW MADE • / '*= Ameriemn Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY' M.L. TILUT TESTING & ENGINEERING COMPANY �� Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE DF ev\ 8353 N.W.361h Sl.file 305 VRiGRM CA1 DENS.FLOWOA 331 Phan.:(305)871-1530.Pm1:(305)871-1531 4268 Westroads Drive 2 DRAWING No O'•.FCDRID a-mall:4lteeoccol. West Palm Beach, FL 33407 3 15-085 s810M`\\\\`` WALTER A TLLUT Jr.P.E. 4 P.E 5� +/E60h1`���E/DATE FLORIDA U.§x4167 5 SHEEP 6 2 OF 20. A660' 929' 4.576" 2.293° 1/4'-20x1/' 1/4'-20 DIE CASE 2.293' .745" 0.33' nA1.HEAD 71016D D HWSING DAME' 1/4'-20 S.S.M.S. BAI(ED`PAINTED 7NREADID E CASE 8 � p (2 TEP.) HOUSING ENAMEL BAKED PALMED TURN < o m KNOB. .062" m ,� O xi 4 875' c14 C4 G 1.325' mp pa°L .318 BRASS CYLMDER BRASS CYLINDER 0.214 ... 0.9$q+ .�_ - - _. v ° DME (CHROME PLATE n4J o - a P 1 HV CENTERMATE , `s. o, 60, .325 ® V O ® HV EGRESS LOCK QU FlED FOR USE W/ HV BLADE 1Q& to LY l"J V FLOATING NTER TE PATISFFII 3.023' S' QUALIFlED FOR USE W V QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 ,NTE ONLY. ¢•' BLADE 1 & Y. BLADE 10& ®ONLY. 6063-T6 ALLOY AND TEMPER (2_3 HV CORNER CENTERMATE 2- O.D. QUALIFIED FOR USE W/ HV BLADEOONLY ta' sta' 2.874° 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756' .922" 4.045' p MOLDED EEVV n - a' 2.078' 1.753' .� nl� pbtiD25. .360'AFTER RIVETING N NB BEFORE RWETING O g 1/4"0-20 x 3f4" 4n0-20 RIVNUT* '°�°° ��' M N S.S. THUMBSCREW I ' `\J mF-P p *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FIANCE THIN rC 2]50, I m m .822' SHEET NOrSERT.PARI'$0620,AS MANUFACNRED BY AVDEl. PLAN -1 FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE m 4.566" CHERRY Ta HV PALTERY,NEW JERSEY 07054 OR EQUAL ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE iQONLY ® HV FEMALE "T" LOC CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER ((�� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUAUFlED6063-T6 ALLOY AND TEMPEIYONLY W/HV BLADE 01 ONLY. BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER .5' 1.917oa '1-- 91 3.161, - M I °' THUMBTURN .432 a .063' m KEY C LD R .214' •063 .062" KEY CYLINDER 214' m .545' m n o ? n '•I N 0.875'Min. .125'Max. 31 HD CENTER ATE W O LOCKING ROD ® HD CENTERMATE W f LOCKING ROD - .40 m � 16 Opo o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(1)& 1A HD CENTERMATE'S INSERT p 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES,12'MIN, QUALIFIED FOR USE W/ HV BLADE 10&Q,� _ �' c t/4.0-20 ss oR 3/6•e-tfi 1.130' 6063-T6 ALLOY AND TEMPER - _ 7HUM81URN ACETAL THUMBSCREWS. CYIJNDFJ2 (SEE:Gums DO OR KEY t1S 1.57 Mtn. CYLINDER ---- - IN °m * 1.78'Max. G ROD 1/4.0 HD LOCK 375"0jj�QC�Kll HV BLADE 01 3_ HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. ,,CC�� 6063-T6 ALLOY AND TEMPER © HV 3f8"0-16 ACETAL f QUALIFIED FOR USE W/ HV BLADE 1 & A r,&NSTALLATION WILL REQUIRE A 7/16° HOLE THUMBSCREW$ FRIES S.S. THUMBSCREWS O O DRILLED AT TRACKS FOR PROPER EMBEDMENT 1 1 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ••.••"L.11,J�� ©2015 EASTERN METAL SUPPLY.INC. Q`.vcENs� BERTH 4 HVTM A L E�:® t N, ® ®�®� Accordion Shutter System Hv BADE#t w/OR w/o KV.WINDOW BLADE Shutter Systems e.He DESCRIPTION DATE DRAWN BY: ALL TA7C TILLIT TESTING & ENGINEERING COMPANY $ •ty` Association. Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 6355 H.W.35th.SL,Mo.305.VSRGINIA GARDENS,ROMMM 3316 P Fb9R\� Phe:(305 871-1530.Fax:(305)871-1531 4268 Westroods Drive z Phone DRAWING No 'moi aFP'••... ... . a,al:6ltaco®aol.com West Palm Beach, FL 33407 s SSIONA�- .\\``\ EB-0006719 4 15-085 ''��/11111111111111\\N WALTER A TW.Ir Jr.P.E. 5 P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.d 44'67 6 SH 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV h HV TO BLADE 3/8"0 12MIN LE 41 40 3 ! P 3625 O HV BLADE 1 GE .1875"r BLLwoR 1 ® HV BLADE 1A 3 l! I HV WINDOW BLADE 0625" 61CDON x-x •0625 ,0625^ ® HV LONG RECESSED NYLON BUSHING I! M KNUCKLE 4 OP(?IIN .0845 _7875 Y O U N (T1'P) 0.0625' 0M1 Q HV SHORT RECESSED NYLON BUSHING 3 1 ! .� RI 750/ HV NYLON HAT WASHER OR ® N I rTAr BaRnaN TOR �� 3 50• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N qy l^ 40 II! n A-1.750' X 0.870"x3/16"THICK NYLON WHEEL 3 I, I, 1 a4 1: I 2 7/B"MIN. HV WINDOW 315.0 CLEAR O3.a 0.188"0 ASI 302 SERIES S.S. RIVETS SEPARATION 3.7500' BETWEEN .0625' ,0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR LU o OPENINGS ON C 3/TERB LLFu DN v Y ® HV 2 3/4"ACCORDION PIN W/ $8 HEAD N &4 ,�44 °o 2 1/4• a HOW 0E ATION ® BCLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I I I I I Tis l TYPICAL HV WINDOW BLADE AND tOoR ® ® or ! 39 I 38 POLYCARBONATE HV WINDOW DETAIL 3 N.T.S. ((SEEQUIREMENTS)NOTE FOR I I I POIYT`ARBONATE IMPACT RESISTANT HV WINDOW REI , I OOR ® 1 �K I I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC 11V 1k PIN REOUIREIAENTS AT EXTERIOR BLADE KNUCKLE FOR I QMIN. ME INNOVATIVE PLASTIC LEXAN 103 RESIN Y (SEE NOTE "F" ON SHELF 19). T QI OR ® I 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N rc 1 ! i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR I ! POLYCARBONATE SOURCES FOR 44 HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY I EXTERIOR APPLICABLE RSULT N.T.S. © TTPNAL PROPERTIES STANDARD u (2) HV PIN ® MAY BE USED IN LIEU OF(AND ONLY A HV PIN®EMERIOR FETDENOE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 ¢0,324• BLADE'S KNUCKLE. SP�DaRC caAM1r D792 0043 m/m go43 ID/F BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. 3 (SEE NOTE FOR Eal•L,c• q�r REQUIREMENTS) ® iFN9lE t1E1D SIRfN01H ASIY DCJB 9.400 Rai. 9,5W p Typ FLEMML STRMMH AT YEW AM 0790 12,500 P..3. 14400 psL (3) HV PIN © OR 13 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 IIf I !I I FTE IJRAL MODMIS ASTU DM 3mm Pte. 345,000 P.a1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ! ! D+PeGc SHEET ® !!! i nortTRD Izao AS M D256 8 FT-Ib� 17 Ff-IDS PIRF Pomt. _CMRA_^LF�NII(S� WHEEL CARRIAGE DETAIL 9ROKE DOx n AM D2643 47.2 z 64.5 x Lux N.i.s. ASSEMBLY LAYOUT RATE OF SUR MG ASID De o-1 awls o-1 CLASS N.T.S. SELF IGNITION ASIY-D1929 1040 7 B80•F WFA➢1ffiN4: ASTM G155 TETISILE STRRLGM AIm WIAMmmASTM 6T6 9302 p L 5640 PsL M HV BLADE SOLID BLADE SOLID dcAHV WINDOW BLADE DETAILS BLADE DETAILS 184"E�96EcaRE`EAMERNG AMM 6461P". 6680 N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 'ANx JER A.•T/j ©2015 EASTERN BERTHAMEETAL SUPPLY, INC. VTM L E C® e rye.VICEN A.S.S. ® Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems EV.N DESCRIPnoR DATE DRAWN Bre M.L.*` TILLIT TESTING Cc ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 • '"""'E OF E 8355 N. 3618 SL,61a 305.VIRGOOA GARDENS.ELORIOA 3316 Phone:(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No tom'. r7 A ��� e-maB:011aco®aolcom West Palm Beach, FL 33407 3 is West EN6��,�.�`\ WALTER 0.EB-070LDriJF.P.E 4 15-085 N� FLORIDA Ua.@ 44167 5 SHEET P.E. `96W'MIW%RE/DATE 6 4 OF 20 ®+®UN LOCK AND CENTERMATES: LZ ORY COAl ONE \ LOCK®or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPAN OVE OR EI OW 2 OF UTTER SPAN FOR SPANS UP TO 105"•AND FOR INST TIONS TANY HV LOCK or( MAY B USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�7 ORES W/(2) 1/4"0-20 x t/ LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON UTTER ELEVATION.OR MAY IF DUSED ASEAN NS�IDE OR OUTSIIDECE OR FOR SECURITY PURPOSES.LOCK.CONNECTION OF LOCKS TO UP TO TWO W C04TERMATES F ALL BE AS TED ON NOTE(1)ABOVE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPiIOM1 CONUTIIOT' NA-D ONLY WHEN MANPMRY CONDITION 01 OR LIMITED M.Aa0.ATORY croNOmON ,$7 IS USED W/iW0 H.V_ LOOKS): LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4i rs6°e S�0`oa®b °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 'e = 4.MANDATORY CONDITION ft-ONE HV LOCK® (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS � N xoo-Hvc AT TOP&BO OM SWILL BE USED.LOCATIN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. e �--• S ® �B MAXIMUM SHUTTER SPAN $HALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. "VFII- 1; 5. �z `9 F9 FIE ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK Or FOR ANY SPAN.AND TT ��=o Q � INST TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN IN OR OUTSIDE LOCK.ATTACHMENT � �>� £ ^ OF t/4'0-20x3/4"S.S.THUMBSCREW TO®OR 0 CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. lyz� (� p°-u�D � ; RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. v ® 6.MANDATORY CONDITION &FOR KEYSTONE MOLHJDNG Msr=AmoNs: 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 11 1 TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LACK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S_ CONNECTION x OR M.S. TOPON OF LOCK SHALL BE AS AND BOTTOM !S COMPLETELY MANDATORY.TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILS ON D F E tH I J N �j P 0 a V W X SHEETS 10& 18 HEIGHT'FULL " *NOTES ON FIV "T" LOCKS AND CENTERMATES: OF CORNER i SECOND ALTERNATE TO MANDATCFrr CONDITION,f1 VALID ONLY FOR FIV'r LQcK 6a AND CENTERMATES. AND CEN'TERMATE Q�; NE ALTERNATE HV"T°LOCI((ice( MAY 8E INSTALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND © +®3« IT�SFALIATION AT ANY ELEVATION. ALTERNATE LOCK P Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING RENFORCING LOCKER-, AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES I&AND®W/ 1%4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"6 x 3/32' WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. -' + 7 as ®+®°R�9+©3 1 s+Q5 R *NOTES ON FOD LOCKS do CENTERMATES:. 7.5K ter W/HD CENTERMATES C3I OR 3. W4 W :ONE ALTERNATE HD LOCK 0 MAYBE USED IN LEU OF TYPICAL n HV BLADE SHUTTER ELEVATIOPI HV LOCKS 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 0 TO 0 LS W/3 g 8 x 3/8'F.H.SS.MS.•AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY aPnONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane one `���•``��F�A.Tl���/,,,�� ©2015 FASLERN METAL SUPPLY.INC_ ENSFl�9'% RERTH�I H9TTM 11-1-1-EC 0 i m,. A e S®S® Accordion#1 1 OR Shutter System liv RADE�t w/OR w/o H.v WINDOW FADE American Shutter Systems REV.w DESCRIPHON DATE DRAWN BY. M.L. TIWT TESTING & ENGINEERING COMPANY �= STATE OFssociation, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 Q` sirs N.W.Nw3 ( 5)s1-3Os.v.F (305),1-153 ait 4268 Westroads Drive z Phone:(305)61-1530.Fax:(305)61-1531 DRAWING No ''�i,/nCCsS•�•�...•••'��\�`�`� c-m°EB 0006719I.com West Palm Beach, FL 33407 3 '�5-085 /�CONAL E7��.�``� WALTO FLORIDA Uc.#44167TLLIT J, E D SHEET P.E. SEALftlgO IRE/DATE 6 5 OF 20 ONCRETE ANCHORS 4CR&"BLL'OLCK POURED PoURED (SE.SCHEDULE ON QUIRED 1/4-0-20x3/4'S.S. CONCR[TE CONCRETE SHEET 13) CONCRETE ANCHORS MACHINESCREWS REQUIREDREQUIRED FOR (SEE SCHmULE ON W/1/4--20CONCRETE ANCHORS 1718 R .!laNE(SFE MOUNDING®ON SHEET 7) SHEET 13) NUTS®12'O.C. 121 (SEE SCHEDULE ONSHEET 13) UIRED ---- 12 OR 14 n. 1/4'fl-20.3/4'S.S.EO E MACHINE SCREWSj RD USING 1/4--20 NM2- - 0 12'O.C..250•Max. - - 13 GR 5 13 Oa 15 .250• D iv 1 .250`Max. Mil OPTIONAL I I I I' PDDNAL "' I i i ' TO GASASS(SEE '41+I 4111 ' 1 F tai�&N mxa I STING II aIAu rmsi5F>?alk® i I I I1 II I I MIN.SEPARATION TO GLASS EXISTING UR —{ (SEE SCHEDULE ON SHEET 11) —(SEE SCHEDULEON SHEET 11)E0GMIN. ON TO GLASS GIPSS i if 1 EXISTING 1 A WWALL ADER INSTALLATION ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING i MIN.SEPARATION TO GLASS G� � ION SEPARATION 1 1 f 1 OR �� I I' 1 1O EXISTING (SEE SCHEDULE ON SHEET 71) 1 m Gvs M 'I i i I 1 i MIN.SEPARATION TO GLASS ' ' ' I , i I GLASS I I w SCHEDULE B AD s� I (SEE SCHEDULE ON SHEET 11)— ON 1) I i I 71 SIIEET 19 BLADE VANV MR �7fyWI�45]1�1 I 11{Vyyj I I ' a ID 1p IX.1%1I I 1 I OPTIONAL i I T A I \ I � 1 .D.• I N 1 tiff 1/4• OPTIONAL i i' I I 1/4•Max- Max 1, 13 GR 15 D. I `N i t I I Al -- 19 ------ U3 __ Eq Eq 1/ r 13 OR Q I. - 12 OR® ___ 1/4"0-20x3/4'S.S. Min. E O PHILLIPS TRUSS HEAD 1/4'0-20x3/4'SS.PHILLIPS 17 O 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS RrtL�;A�(GN t' 1/4'-20 NUTS 0 12-G.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12-O.C. SEE"SCREDULE.ON 5 3) titin. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLO C NCRETE ANCHORS REQUIRED WALL REQUIRE Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION URED CONCRETE SHEET 14) CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION p� NOTE FOR COMBINATION OF SECTIONS: INSTALLATION I�'V DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER #E D.-EDGE DISTANCESEE FOR HV MID NDNG SECTIONS CAN BE COMBINES (SEE SPECIFICATIONS ON SHEET 13) 9 BLADE LIMITATIONS 22- SHEET 19 \IJ H Y`, BLADE W ANY WAY TO SUR ANY INSTALLATION. IEItI11I1/ FLORIDA BUILDING CODE(Non high Velocity Hurd One Zone ```����,`�1 ••..•���/lij��// ©7.015 EASTERN METAL SUPPLY,INC. BERTHA HVTm �0. E C® o�� ANS.S■A® *= FEV_Accordion Shutter System *: - _ FEV.BLADE#1 W/OR W/O WINDOW RADE American Shutter Systems EV,N DESCRIPTION DATE DRAWN BT: M.L S AT OF '-!(q = TILLIT TESTING & ENGINI ERING COMPANY 9'•, �p�:(V�`fG=N.W.sGn St,Ste=,wtGOaA GARDENS,FLOROA 331e ASSOCiQfiOn. Inc. t OLD 71-192 4/13/15 DATE:- 4/13/75 (305)871-1530.Fax:(305)071-1531 4268 Westroads Drive z DRAWING No q�/F�;••.,,,.,,,,.•'�\```��� O 11:-0OOaftd.m West Palm Beach, FL 33407 3 70F�1 N 15-085 NA 11�,"t\��� 'WALM A TILUT Jr.P.E. 4 FI.ORmA Ua.Q 41167 P.E. SEAL�9«NATURE/DATE 6 SHEET OF 20 POURED CONCRETE ANCHORS 1 MRL SERAR OM I i i 1 OR ®O i I i _O i MM.SEPANAnON CONCRETE (SEE SCHEDULE ON SHEET 13) I to aASs(STE I i i ) I 1 TO GLASS ~' EXISTING I M SCHEDULE I I I I REQUIRED EDGE OF ,i 1O SHEET a�D i I i .� GLASS-1 lA"To an i i(SEE sNE1JT tt)ON D. APPLICABSLAB ILE D0�5� ®ADLSp&® II I \ �(ot�isSMIED� II �I II II 9 k 11'1 ALTERNATE I i1 I I i i i I EXISDNG /I LOCATIONi t I I j1 Ox3/4'HEX WASHER HEAD CLAS I I EDGE OF 1 L!:k3OR 1$ I 3/8 NM. TIX SCREWS W 12'O.C. i 8 SLAB IF 1 N I 3/B NM. CONCRETE ANCHORS I I APPLICABLE ©+ ] (SEE SCHEDULE ON SHEET 13) E I I II I 1 II EDGE OF EXISTING 1 I Il iii EDGE OF—+ I III SLAB IF D, GLASS—•I i I SLAB.IF I I 1/2 1 EDGE OF APPLICABLE SI i uea gPATcmav 1 APPLICABLE E.O. "0. LIApp BB IE POUREDFIAT WAD CONCRETE ANCHORS I TO frl� I POURED -D. CONCRETE ss6nITE w sfrEi I CONCRETE REQUIRED (SEE SCHEDULE ON SHEEP 14) 11(FOR EM1NE Rik I ® POUF REQUIRED FLAT HEAD CONCRETE ANCHORS ON s#Er Ts EDft 1 OR ® CONCRETE 9AOESOD I REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 19 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (D HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 © HV CEILING, INSTALLATION �GL�J WN.StDAIUIllMI CONCRETE ANCHORS —( m —la.SRrrlRaxw I 1 (SEE SCHEDULE 0117 N .�sT+EFi IO (ss saTDmc i I K O SHEET 15) I/4"O MVAN EO THREADTAPOW�I Q on vl¢T i0 i i s' EXISRNG--i III I EXISTING TECHNOLa6Y OR 1/4'0 POWERS I 1/4- GLASS I I EDN-ARAaM+To cuss GLA.55-� I I FASIEt871S TAPPER+ANaiDUS W GLASS—i 1 I ^ G115S -1I-mlmuu:ON sm II) 1 I—O I NX 9iPMRiGN m i I i 1 J/4'LUN.f21B0)ML71f®fi MAX. i I l l I l i -I(stE m¢Dlns w I O I I t 1 O.C.EOR UP TD(i'-0'SPIN AM I I 0 4'O.C.FOR SPANS LARGER TIPN i 1 I 1/4- I j j 6'-O'UP TO 8'-O'MAIL APPLY 4 1 n I I I / i I I 1 SEALANT AT EVER(FASTENER MAD I 11 I i 1 i I L I I MAX. I i I I DTP,)(�NOTE 110N 51EET 11 I 3 OR 15 s I 10x3/4'HIX E, a I Tui yADTAn01L5 3/B' MAX. I WASHER HEAD I TEK SCREWS III t I i CONT.sFAUVRT . a 12'O.C. #14x3/4' HIX HEAD 1 I 1 8' I I I I •," * �`t•. 1/4 s-20x3/4'SS us 7IX SCREWS®9°O.C" i ---- #14x3/4-S.D.S. I I I 1 4 - q USIHG 1 4'6-20 NUf5 OR 1 4"0-20 S.S. M.S. CONCRETE ANCHORS _ _ 6 + ]� 3/e / _ I I I �;�•:,.'+• '- / / ) ®9"O.C. Mai. •:- 0 12'D.c W/NIJT®9'O.C. i (SEE SCHEDULE ON 1 - T SHEEP 14) `Q• Dow NON STRUCTURAL t]DR 18 1/2" 1" O .:.2.00'MIN.':» WALL TRU(DECORATIVE I i EDGE OF �F $14x3/4'F.H.S.D.S. �• MIN: r'. POURED CONC�TE III 1 7 B' 1 7/8' APPLICABLE ® 9'O.C. - REQUIRED CONCRETE ANCHORS SEE NO71:13(b) `6 •� D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) D >OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET1QUIRED OR CONCRETE BLOCK OPTIONAL REQUIRED KEYSTONE MOUNTING INSTALLcaacRETE HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAxMUMASD.DESIGN PRESSUPE +84-72 pafREQUIREDWIMUM sllunm SPAN D'-0' HV RAINGUARD INSTALLATION >�D�: N s t INSTALLATIONTHIS REMOVABLEWHEN PERFORMED E. E =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) OR ENTRANCE BLADE 0 ON SHEET 18 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE 2-MOUNTING SECTIONS CAN BE C00.1BINED IN ANY WAY To SUIT ANr INsrALunDN. FLORIDA BUILDING CODE Non high Velocity hurricane Zone \````��`Gp`A:•f1��ITA7j4' ©2015 EASTERN METAL SUPPLY, INC. EAcrdNSF'., '� -EC 0 mc. e A. ■ m KV,MAX#1 W1 CRR W10 on RV.WIKM ystem •�,T; ��.` (�(•�-*_ American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: NJ- TILLIT TESTING do ENGINEERING COMPANY o'• TATE OF Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/ta/ts Osss N.w.36Th. 5)Sta Jos,VIRGINIA c(305).1-153 33Ic 4-268 Westroads Drive 2 �,'It R Phone:(JOS)871-1530.Fax (305)SAT-1531 DRAWING NO rC ' ..��'1� �m�® a087191�m West Palr11 Beachr FL 33407 4 15-085 �"N,,SIONA1 ��0 WALTER A TILL)T Jr.P.E. P.E. Sit%SIu�NAGE/DATE FLORIDA U.944167 s SHEET OF 20 SEE END WALL DZIAILS SHEETS 10 & I 8 SEE NOTES ON LOCKING RODS®.W LOCKS Q ar OUT sts IN IXISRNG INSTALLATIONS W/ 1 HV * Bs. LADE 9L�ACK DEfaL FIVFK I®va1D TON OR ALL BLADE W HV CENTERMATES CFNTFRMATIS APPLICATION WITH BIADEG SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 Q#O+17 m©+O+DOR —_— --------7---------- ---------------------- 2 3 1/4- 6 1/2' 7" — '6063-Ts ALLOY)ALUM. / ®+® OPPOSING SYMMETRYCAL ANGLE w/(2)1/4.0 TAPOON I 1 2" aR ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& $10x3/4•S.M.S.® 12' (4)#10x1/2•S.M.S.TO NBE I O.C.FULL LENGHf. W/ HV LOCK Q-ff or 5 W/ HV LOCK Tor 2 TO G� AT EACH ANGLE (SEE SCHEDULE 5 ® °° �` 35* FIN (3M 3 ON SHEET 11) 5 T90• 2 OR - 20 fO O OR HVB oUT ® * HVC HVA 0°R®m©+OoR®aR 10+0oR EXISTING GLASS CON RETE°Bl LOC Wa ©+0+©-&+0+1 cwl ) �. @-@. +O3 m1©+Q oR REQU m - 5+ SaR1 + $aR $+ OR 1------------- �\ # OR 6 —�----- IXISTING O © O ® SYMMETRICAL * LJ+O © O7 ® MIN.SEPARATION ' GU ss $ +38 0@9 o R19+� I�EMSTING CENTERMATES 6 IN TO Goss IJ —J GLASS 1 * ©+®oR 1U3+®�'®+ °R (SEE SCHEDULE r— W/ H LOCK ��6 OPTIONa. $ + $aR 9+ oR 19# T5 ON SHEET 11) MIN.SEPARATION ®m * 3 (INTERIOR) O O © O O (SFE SCHEDULE I N OPTIONALRoR 0.0 ON SHEET 11) (INTERIOR) _—___—_—_—_ ___—_—_ - OUT CONCRETE - - A .� ANCHORS __ 1 16'0.C. 2 VARIES 3 * J so ® 2 ® DOT s 1/2MAX.SLACK FLIT 5 (EIRERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 11N1111111111111/ ©2015 EASTERN METAL SUPPLY. INC. a.T�<</r''' BERTHA HVTM EN Accordion Shutter System /TiLEc® I ea¢. A m ®S® ® [IV MADE#1 W/OR W/°II.V.vnLDoW MADE l �� * American Shutter Systems EV.N DESCRIPIIGH DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-182 4/13/15 DATE. 4/13/15 o'• STATE OF OS N.W.36th.St,Ste.30.VIRGPIIA CARDa6.FLORRN 3316 Phase:(305)671-1530.Fax:(3°5)871-1531 4268 Westroads Drive 2 DRAWING No o-mall:Una�o®aol.com West Palm Beach, FL 33407 3 'I 5-085 %yO,cF gORVD..•r\ , ®oeo67,s 4 �' r l� ����� wFFLLDORmn u @ 44167 5 SHEEP /S.........�� P.E. L/�J iV(1i'PN2E/DATE s 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURm CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED EXISTING G EXISTING GLASS F11 CONCRET41IOR EXISDNG GLASS —I- 2'MIN EXISTING GLASS ® _ _ JJJ _ — T- -Tj MIN.sEPAPAnLx+ �—� 1"— 'MIN. I TO GLASS(SEE MN.SEPARATION SCHEDULE ON SHEEP MIN.SEPARATION 1 I ABN.SEPARATION TO GASS(SEE 11 FOR EIPDE OMD TO GLASS(SIE 1 TO GLASS(SEE SCHEDULE ON SHEETT 1/16'x3'MAX. ON SHEET 19 FOR 1SCHEDU�1 FOR E ON©� SCH� SHEET O11 FOR BLADE tOAtm (6063-Tfi)CONI. BIPDES0&Q ON SHF7_T 19 FOR 1/ HyT�19OFl SHEtl'19 FDR ALUM.CLOSER TZTFOR(LOCATEAT ` BIADf5 0&QHADES�& EITHER SIDENSm& PLATE (LOCATE 1/2OFD) AT EITHER SIDE MIN.OF(D) I .P+USE 1"OR 2'MAX.10x1/2'S. #10x1/2"'S.M.S. I ----_ (AS APPLICABLE)x2"x1/8"x0•-2'®16"O.C. ---- ® 16"O.C. ----- 4 ` ' 6063NT6 ALLOY)N T MIOHEIGHT 4 / 2)1/4'0 1TAPC0 S ANCHORS TO 5 SEE DETAIL X FO o WALL AT 1-O.C. (LOCATE AT o SIDE CONNECTION ) OR ® OTHER SIDE OF OM1) 1 OR 1 OR ®° SEE DETAIL X FOR �10R' TO TRACKS SIDE CONNECTION ©m®m©• 7pmOa+ p.p3 m SEE DETAIL X FO 4. ®m®m 6 7 m 6 10.®m TO TRACKS m SIDE CONNECTION ©O1�m©•0tl1® 1D-®m 0-®m®•®O1®•®°t 10'• m s ppm 6 0•®m 10•®m©•�©'®" TO TRACKS moo.®"©.Qlm®.®m ©O•©m©'O-®m ©•p•©m©•p•®m Bm®.©m ©,®m©.®mp,®m ®'®''®'®mp.®m ®'®m'©'®mph'®m ®•®mO-®m�•Om®•® e �'®m®'®m� ®mp O ®m® ®m�•O m®•® O•®m® ®m®•®m® END CONNECTION DETAIL 10 END CONNECTION DETAIL® ND CONNECTION DETAIL�3 END CONNECTION DETAIL POURED CONCRETE •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ————J�IXISTNG GLASS CONCRETE BLOCK WALL EXISTING L 4 4 REQUIRED — GLASS MN.SEPARATION (J1 1/2'S.M ,0 MASS(SEE 11 .C. ASN.SEPARATIONSCHEDULE ON Y "�------ 1FORWADEm CONC 1/2'MIN. TO GL4S5 SFE D ____ 8 OR®OROOR ON SHEET ON SHEEP 19 FOR ANCHOR® 1 ODUB1ADEQ D ______ _____ QORQOR(90R@ RA.CI BLADES�&' 12'O.C. 5 BLADES�&0 ON SHEET 1 FOR 4 OR<� Q 1 2•MIN. ----- ED 'OR H OROOR 2"MIN. 4 SEE E(D ON S OF USE FOR © O ® ® © VIEWBLADE AON SHEEP 19 � OR 13 OR� OR� OR�OR � PLAN i OR DETAIL X END INET ON CONCRETE BLOCK WALL. 10•®m©,�©.®m REQUIRED �10�®m©'®®©©m ©•O ©m©•O•®m 1 HV WINDOW BLADE INTO ©•O-©m©•O•®m ®,®m®•gym®,®m ®•®mp.®ap.®m ®,®m®.®m�•� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� ®•®m®•®ml®,®mp® END CONNECTION DETAIL© m®® FLORIDA BUILDING CODE(Non High Velocity hurricane Zone' 2015 EAMERN METAL SUPPLY. INC. �c�Ns'':'�� EH� ERTMA F�TM _ 9 L �C® t�, Ao S. ® ® Accordion Shutter System H V.BLADE#1 W/OR W/O H.V.1h9 WIM BLADE American Shutter Systems EV.No DESCRIPTION DATE DRAWN ItY: M.L. • TILLIT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OFF Dass H.W.36th.SL,Ste.WS,VIRGNM CARDE)6.FTDXOA 331 Phono:(305)871-1530.Fox:(305)871-1531 4268 Westraads Drive z DRAWING No e-mail:Ulteco0aol.00m West Palm Beach, FL 33407 3 ''*' EB-0067 9 15_08`s/ONA���G•\```` WALTER A.MLLIT J,P.E. 4 P.E N}tAtfURE/DATE FLORIDA U.9"1676 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDl11E #3 MAXIMUM SHUTTER SPAN* "L+" OR '1-" MAXIMUM SHUTTER SPAN* "L+" AMIMUM SHUTTER SPAN*"L+" a NSTALLATION I EGEND NOTES: (ft.). FOR INSTALLATIONS W/ I OR 'L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS I CENTERMATES.® &®or or INSTALLATIONS W/ W SYMMETRICAL CENTER CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or @ or or & 8c)W/ ONE FIV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 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, 0, P, q. A.S.D.DESIGN PRESSURE RATING. ® ® / (5 ODS MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES tit) (MUD FOR MOUNTING 0 BOTTOM SEE NOTES 1t SHEET 7) FLOOR/CEILING W2) PROCEDURE ( DETERMINE MAXIMUM SPAN FOR nn CONCRETE&WOOD MOUNTING G, H. I, I1, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS VCONCRETE A.S.D.MAxM�SMicN ASd'1CN .I IATION A0.OF9GN INSTALLATIONS & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEIUNG PARE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RATING MOUNTING RAARG & wawc FLOOR/CENNG MOUNIING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (v.x.U1 (F"•/•) FLOOR/CEIUNG MOUNTING N•aW OR OR-) rL00R ALL M-0 r NG rl DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (It) L-(IQ L+ (R) L-[RI L+ (R) L-(0) L+ (R) L-(RJ V MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' L-(ft) 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105psf.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'-1.0' -13'-1 0" 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'-i' 13'-4' 14'-3' 45 13'-1" 13'-1" 45 13'-4" 14'-3" 1• HV CORNER CEFOTRMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8" 13'77' 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" 1Y-11" 55 11'-10" 11'-10" 55 11'-1' 11'-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 NOTE#5,SHEET 5. RATING: 65 10'-10" 10'-10' I1•-1" 11•-11" 65 10'-10" 10'-10" 65 9'-5" 10"-1' DETERMINE:. Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" it'-5' 70 10'-6' 10'-6" 70 1 8'-9' 9-4" y L2+-MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10'-4" 11'-1" 75 10'-1" 10'-1' 75 - 8'-9' t I EXCEPT THAT MNOMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-0' 1O'-9" 80 W-10' 9'-10' "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9" 10'-5" 85 9-6" 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 W-O" 8'-9" 9'-2' 9'-10" 95 9'-0" 8'-9" 1- CONNECTIONS TO,KEYSTONE MOUNTING Ll--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' 9'-0' 9'-7' 100 8'-9" 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= n MAX.SPAN FOR oOR/CEIUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 W-7" 7'-11" 8'-9" 9'-4" 105 6'-7" 7'-11' 110 8'-4" 7'-7" 8'-7' 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8-2- 773" 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'U+', L2+", LI- AND'L2- 120 8'-0' 6'-11' 8'-2" 8'-9' 120 8'-0' 6'-11' EDULE (4)GO TO ANCHOR SCHWITHFINAL MAXIMUM-5' 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-1' 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9' 7'-9' 135 7'-7" 6'-2" WIND ZONE SPACING. 140 7'-5" 5•-11" 7.7" 7'-6' 140 7'-5" W-111 ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7'-5" 7'-3' 145 7'-3' S•-9" TO GLASS 150 7'-2' 1'-.7" 7'-4" 7-0' 150 7'-2" 5-7" 155 7'-0' 5'-5' 7'-2' 6'-9" 155 7'-0" 5'--5" 1 THRU 3 1" 160 6'-11' 5'-2" 7'-1' 6'-7" 160 6'-Il" 5--2- 165 6'-to" S'-1' 7'-0' 6'-4' 165 6'-10" 5'-1' 170 6'-9' 4'-11' 6'-11' 6'-2" 170 6'-9" 4'-11' 175 W-7' 4'-9" 6'-9" 6'-0"_ 175 6'-7' 4'-9" 180 6'_A- 4'-8" 6'-8' S'-10' 180 6'_6" 4'-8' O i 1 9 BLADE. 185 6'-5' 4'-6' 6'-T 5'-8" 185 6'-5" 4'-6' 190 6'-4' 4'-5" 6'-6' 5'-6' 190 6'-4' V-5" 195 6'-3' 6'-5' 5'-5" 195 6'-3" 4'-3" 200 6'-2' V-2" 6'-4" 5'-3" 200 6'-2" 4'-2" 205 6'-1' 4'-1" 6'-3' 5'-1' 205 6'-1' 4'-1' FLORIDA BUILDING CODE(Non Nigh Velocity hurricane Zone ©2015 E49SN METAL SUPPLY, INC. ,111111111111111///, BERTHA qL d VTm Accor[�G��OEE1SnYY 1IShuutttearCaSystem 7G 1 L E c® a N c. m ® ® ® RV.RAE#1 W/OR W/o RV wI1'1agW MADE TlLlfi TESTING & ENGINEERING COMPANY AmeriCaf9 Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY:MMXY. G. �* 6355 N.W.36th.SL.St.30.9.VIRGINIA GARDENS,MORD.A 3316f Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Ph...:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No F pP .•��.�� e-mal-0OO67D791— West Palm Beach, FL 33407 a 15-085 O '•. CDRI \� �\``�� WALTER A nILR Jr.P.E ••••••••• FLORIDA U.#44167 5 SHEET 3E�DATE 6 11 OF 20 _ � �_ . i .:111 ':q`- - ::li ::�� •::?-••.� : •u• Illi".:.,1'r. e: .� :al •: �•1 :al mmOmmm��mQ7mm®Er®smom©' mmm®'i m. mmmmDm0no0oo0vv0oo;mmmmmmmmmOnoDlo�0.oa0om0om0m®mmmimm�DomOooOva�mvmmo.tmm=fimmmmivmmmmmvmmoe��• ®000mmom mmm � LF-WEE1 ENv©mmmumovoamnommmnmm©MM Ems mnHOoUM onnK"ANot>, om mmlmmODO,mmiL1000OQ'�OD��ODD' 0m0�Om00m®m0000mmmmv p: vom0mmmmovommmcaovma'O��O��®0 '�m�mmtOO[�Lf;ti!®mOammO ®Iam000O 0000®ia0m0mOppmpmpmtl7��O mmmmmmvn tnmmoonmo,�mmm0000�m�mmmmoo.mmmmmomo onnoonm© mmmm000A mm00pO0�®mmm000Q�mmmOmOO�mm000m0 OOAm���� ®mmmnmoc�tnaammv000�mmmnoovmmmmmmaoommmm®®vOOOAD®m0© 0mQ1000t�i0mmm0OOm®mmmm000mmm0mm0O0'mm�m0000O00OO��m mmmmmmvmo0®voOnQmmmmmm00mmp m ; . 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Milo MUMS ===n=ova®®otvooao mma00000,m000aaoo m®=ov000 mmtno"MMM m®no=o=n0m�aovotmom®aoaoao.a�o ME Of�moov000motntnotnoo MMM 11011M ao a®aaaaaoom®®©tntnao �moaooaao®00000ao®aa00000 M=M�oao�ata0000000mnnoomoo. ' maaooaonmooaoaoonaaoaomm"00000vov00000nomom®tntnao maoa0000m0000000:moaaoaaomoaooaaomoaaaaatnmm©ov000, mooaoaoomovoa000m000000avoaaaaoovva0000ao®=ov000 mooaoaoo,m0000000a•oaoaoavma000avomaaooaaannmmotnao • ' maaaaaoomooa0000mvoov000v�aaaaaoovoaooaaommom000d moovoovomoovoiovomov00000.m odovolo�moov�aavomomomooe �'�, � 11 ,. _ 0 VESIGN MAXIMUM ANCHORf SPACING. SCHEDUL_F FOR A GIVEN MAX, SHLHTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEF MOUNTINGS E,G•&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: f'NIdD CORMETWOONCIRSTE BIDER POURED CONCRETE (A) TO BUSING POURED CONCRETE (Min.V.-3 ksi) uAnm (g)WALL SILL MOUNTING ©COILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX.(bra.f'c=3 ksI) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUO-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) ({0ua DE9rfl 1 SWM PfEmI✓E ROM DOW KWJM PRESUIRE.UIDIS(pst)L3A DESIEN MRIM FRES5URE RAMC UnU - 1/4'0 BIDE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(win.Vc=2 ksi) 30 40 60 75 90 1120 160 205 30 40 160 175 9 120 1 0 205 30 40 60 75 190 1120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 t0 9 B I7 6 5.5 t4 12 l0 9 8 8 74 72 t0 9 0 8 6 a THREADFORM TECHNOLOGY 3'-0" 14 12 10 s 8 8 8 6 14 12110 s B B s 6 14 12 10 9 8 8 s G (Win.fc=3 ksi) ALL POINTS SOLID-SET OR LESE 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 1 8 14 12 10 9 8 8 s 5 7 12 10 9 6 8 6 7 14 12 10 B B 8 6 6 14 12 10 e 8 6 6 s BLUE TAP'W/CAP NOTES: 14 12 10 9 8 7 55 3.5 14 12 10, 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER- A1)MINIMUM EMBEDMENT 3/4%INTO POURED CONCRETE A ANCHORS OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ E.12 16 9 B 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/27. 4-0' 14 12 10 9 8 8 6 4 114 12 10 9 8 8 6 4.5 14 12 10 9 B 6 4 35 A2)MINIMUM EMIIEDMENr OF 1/4"0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SNAIL,BE'7/8'INTO THE POURED CONCRETE.NO-EMEIEDMENr 14 12 10 9 8 8 6 4.5 14 12 10 9 .8 0 6 5.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW/USED SHALL BE t 1/Y LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 55 3.5 - 14 12 10 9 8 8 B 5 14 12 10 9 B. 7 5S 4 o sEE uu�rAnONs OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 e 8 6 B 14 12 10 B 8 8 6 SS 14 12 10 9 8 8 fi 4.5 �E LTA)ON SHEET 19 5'-0" 14 12 10, 9. 8 7 4 - 14 12 10 9 8 s5 5 3S 14 12 10 a 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 t0 B 8-76 4.5 - 14 12 l0 9 8 8 6 4S 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.6 75 6S 45 - - 14 12 10 9 8 7.5 55 4 14 12 10 s 6 6 4.5 JS NOTES At)&A.2)ABOVE.FOR INSTALLATIONS ON'VINYL SIDING OR EFS WITH OR WITHOUT'METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 8 6 - 14 12 10 9 0 8 6 5 14 12 10 9 8 65 'S 35 INSTALLA71ON INTO EFS WITH METAL STUDS SEE SHEET 20. 74 12 10 9 75 5.5 3 - 14 12 10 a5 7 5S 4 3 14 12 8 6.5 55 4 3 g 1D EXISTING CONCRETE BLOCK: ASTM C-90 14 12 10 9 8 a - - 14 12 10 9 8 65 5 75 14 12 10 85 8 5 4 - () ( ) 14 12 8 6.515.5 3 - - 14 12 10 9 8 65 4.5 3S 14 12 10 B 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON wRH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIUIEX. 7'-0• f4 12 10 9 8 B - - 14 12 10 9 8 7 5 4 14 12 10 9 7S 5S 4 .3 - 1/4"0 x•3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 70 8 6.5 4 - - 14 12 9 75 6 4.5 3.5 - 14 ROS 7 5.5 45 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 14 12 10 85 7 4 - - 14 12 10 9 7.5 4 - 74 12 9 7 75 45 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED E POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 1f 7 5S 4S - - 74 12 10 9 7 55 - 14 12 a 7 6 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH DHE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8'-0" 14 12 10 9 6 6.5 - - 14 12. 10 9 8 4 - 14 12 10 8 65 5 35 - NOTES: 14 12 g5 7 5S 3 - - 14 12 8 6.5 55 4 3 - 25 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 - - 24 12 9.5 8 6s 5 - - 14 12 8 6 65 4 - - WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS LS 1'_ 13 9S 6.5 5 35 - - 14 12 10 8 65 5 - 14 12 8 6.5 5 4 14 12 10 B 8 - - - 14 12 10 9 75 4.5 - - 14 12 BE 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 115 75 6 4 - - - T4 11 7 5S 5 3.5 - - 11 8 65 4.513.51- - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.545. - - - 14 12 BS 7 SS 4 - - /4 105 7 5.5 6 4S - - FJDSr,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 119 8S 55 4 - 14 12 9 7 EL.4S - - 14 /1 7 5.5 45 3S - 10'-0" 14 12 10 9 7S - - - 14 12 10 S'65 5 - - 14 12 6 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 65 5 4 3 - 10 75 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FIMSH6./WCHOfRAGE SHA1L BE 0.S INDICATED ON 14 11 75 55 - - 14 11.5 B, 6 5 4 - 25 95 6 5 4 4 - NOTES B.7)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EES Y1fIH OR WfIHOUT METAL STUDS CONSULT THIS ENGINEER. 14 12 8 65 55 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO E1F5 WITH METAL STUDS SEE SHEET 20. 11•-0" 74 12 10 - - - - - 14 12 9 7 6 AS - - 14 105 7 5S 4.5 3S - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 9S 5 - 12 9 6 45 4 3 9 7 45 35 3 () 14 10 7 - - - - - 74 105 7 55 45 - - -W-518.5 5S 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 9S 7 4.5 - - 14 1'15 7.5 8 5 - 12 9 6 4.5 4 12'-0' 14 12 10 - - - - - 14 12 8 85 55 - - - 13 t0 6.5 5 4 - - - EDGE Of CE VERSUS SPACING SCHEDULE FOR ANCHORS: 719 8.5 4.5 - - - - - 11 B 55 4 35 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING f3.5 9.5 6 - 13 95 65 5 4 - OS 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 10.57 55 45 - 11 6.5 55 45 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0" 14 12 - - - - - - Th 115 75 6 5 - - - 12 9 B 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 54 4 3 - - - - ACTUAI. TAPCON WITH ADVANCED TAPPER.t 25 e.5 - - - - - 12 9 6 45 4 - - - Bs 7 s a - - - - EDGE TAPCON ALL POINT SOLID SET BINE TAP W/CAP B 6 - - - - - - 13 95 6.5 5 - - - - Os 7S 5 a - - - - HV BLADE O DICTANCE TFEREADFORM TECHNOLOGY MIN.SPACING 14•-0" 14 T2 - - 14 105 7 5.5 - - - - 11 85 5.5 4.5 - - - - E.D. MIN.SPACING-3' MIN_SPACING a 3' MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4" 10 V BLADE 111 OUMED 11.51 78 _ _ _ _ _ _ 7 B 55 45 - - - - 9 85 45 -' - - - - Q1 HHV WINDOW POCK CONS ED BLOC �CONCRETE ARI z CNCRETE BLOCK ONCRETE TE BLOC & POU lC EE BLOCK &MDL M-=3 ilf POURED E CONCRETE M Ilt 7.5 - - - - - - - 12 B 6 - - - - - 95 7 45 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 OX4 1.0 15'-O' e _ -_ -_ - - - _ Bs 13s a - - - - - es s !I - - -_ - - BLADE WORKING 2 t/z" - 0.81 1.0 - aB7 1.0 70 - - 0.5 8 5 - - 8.5 6 4 - IN UNISON ® L2/ - 0.71 - 7 _ _ _ _ _ - EE 6.5 55 - - - - - 9 fiS 4.5 _ _ 0.43 14129 95 8 - - - - - to 75 588 6 4 - 8 4S 3 035 - 0.35 9S 7 5 - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ``0 P,TILL/AYI,,� ©2015 EASTERN METAL SUPPLY. INC. •� ...... BERTHA HVTM ' �� `�•'''�ENSF':9• - 9 E�:® � c Accordion Shutter System ® ® FAV.IKADE#1 W/OR W/O H.V.WINDOW BLADE 9�13J = TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LEV.N DESCRIPTION DATE DRAWN BY: M.L STATE OF ;��_ ''. 6355 N.W.36th SI.St.309•VIRGINIA GARDENS,FLORIDA 3316 Association. Inc. t OLD 11-192 4/13/15 DATE- 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No o,�••, O`-xC a ��,��� a-mail:1DtecaOn0-M West Palm Beach, FL 33407 s / SIONA�-����``X� WALTER A.TUff J.P.E , 15-085 RE�A/��t�IMATURE�DATE FLORIDAuc.9 44167 s SHEET 6 13 OF 20 MAXIMUM ANCHOR' SPACING W.) SCHEDULE FOR A GIVEN M.AX SHIJIUR BRAN AS.D DESIGN NEGATIVE PRESSURE RONG ANDA CORRESPONDING MOUNiING TYPE FOR CONCREIE OR CONCRETE BLOCK INSTALLOONS (SEE MOUNIINGS 1,J.K&L ON SHEET 7)- POURED CONCRETE POURED.CO CONCREIE,BLOCX 1 Auc ovER& 7 TRENCH ANCHORS SPACING LEGEND . JORAINGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING n)MSOMTCON OR ASD.DEM NSIM PFMM RUM0E971 WATNE OESGN WATIVE PRMM RM D M NEWNE PR6551P8i im TAPCONAP WITHADVANCED 30 40 60 75 190 120 160 205 30 140 60 75 s 120 1 0 los 3o ao so 75 eo t2o tsD 2m 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 1 8 B 6 6 12 12 12 12 1 6.5 65 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 14 72 10 9 8 8 8 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R USS 14 12 10 B 8 B B B 12 12 12 12 0.5 8 6 45 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 a2 12 72 12 10 7.5 6 7 7 7 7- 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 8 8 8 8 e 12 12 12 72 1.5 85 65 5 7 7 7 7 7 7 55 4 6 5 5 5 5 5 5 4 4,-0" 14 12 70 9 8 8 6 6 12 12 12 12 12 8.5 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 95 8 8 45 3.5 7 7 7 7 7 7 6.5 6 5 5 5 5 5 5 5 5 14 12'10 9 B 8 6 6 12 12 12 12 10 7S SS 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 9 14 12 10 9 0 0 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5S 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 0 8 8 8 12 1219.517-516 A5 &5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 ta, tz 10 s B e s 6 12 12 12 95 s 6 45 - 7 7 7 7 7 7 5.5 a s s' s 6 5 s b 4 # SEE ANCHOR 7a 12 10 9 B B 6 6 12 t2 15 9 7.5 s5 a 3 7 7 7 7 7 as ss - 5 5 5 s s 4.5 3.5 - SPECIFICATIONS 14 12 10 0 8 8 6 6 12 12 12 10 B 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5. 5 5 5 5 9 6,-0� 14 12 10 9 8 8 0 8 12 12 0 B 5 4 3 - 7 7 7 7 7 55 ON SHEET 13 14 12 10 9 8 0 6 6 12 12 10 8 6S 5 .75 - 7 7 7 7 7 8 AS - 5 6 5 5 'S 5 4.5 14 12 10 0 B 8 6 6 12 72 /0 8 8.,5 5 35 - 7 7 7 65 bS 4 6 5 5 5 5 4 3 7,_0. 14 12 10 9 8 8 8 6 12 12 12 &5 7 6 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 B 8 8 8 t2 10 65, 5 4.5 -3 7 7 7 7 65 5, 3 5 5 5 5 5 5 3S 3 14 12 10 9 8 B 6 6 12 12 0.5 7 55 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 12 10 9 8 8 6 - 12 12 fly 7 5 4 7 5S 45 3 - - 6 5 5 5 4.5 3.s - O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE 12 10 9 B 8 6 -• 12 12.10.517.5,s 3.5 - 7 7 7 7 7 7 7 4 5 5. 5' s 5 6 5 5 RATING & FOR SPANS PER 4 12 fo s 6 8 6 - 12 9 6 4,514 3 - - 7 7 7 17 5S 4 - - 5 5 5 5 s a 3 14 12 10 B 8 B 6 - 12 71 75 SCHEDULE 6 6 75 - 7 7 7 7.6 8 4.5 - 5 6 b 5 5 4.5 - ��3, SHEET 11 14 12 10 9 8 8' - 12 15 7.5 8 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 9,-0' 14 12 iD 12 12 9.5.6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 6 5 5 5 5 4 14 12 10 9 8 8 - OS 6 5 4 35 - 7 7 7 8 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 1 8 0 - 1210 65 5 4.5 - 7 7 7 85 55 - 75 5 5 5 5 a 14 12 10 9 IS 8 - .12 OS 7 55 4.5 3.5 - 7 7 54 45 3.6 - 5 5 5 45 35 10'-0't4 12 10 9 8 8 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7 7 4S - 5 5 6 5 5 5 5 45 14 12 10 9 18 8 - 9S 7 45 3.5 3 7 7 7 5.5 45 - 5 5 6 5 4S 35 14 112 10 9 IS 8 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 IS S 8 - 12 95 fi 5 4 3 7 7 5 4 3 5 5 5 4 3.5 14 12 10 9 B 8 - - 12 10 7 55 4S 3S - - 7 7 7 7 7 7 35 - 5 S 5 6 5 5 5 4 74 12 10 9 8 B - - eS 6S i 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - I '1 , HY g LA®E O N L1( 14 12 70 9 B 8 - - 11 815.514 - - - - 7 7 7 5S 45 - - - 5 5 5 5 45 - - - �,J 74 12 10 9 B - - - 15 85 5.5 45 35 - 7 7 4.5 3.5 - 5 6 45 3S 3 74 12 10 e 8 - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.6 35 14 12 10 9 8 S--8 4 3 7 7 5.5 4S 35 - 5 5 9 45 4 3 14 12 10 9 B - 10 75 5 4 7 7 B 5 5 5 5 5 4 1.4 12 10 9 8 - 05 B 5 4 35 - 7 BS 4S 3S - 5 5 45 3S 3 13,-0"14 12 10 9 8 - - - 1S 8S 6 4.5 35 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4S 35 14 12 10 9 e 7 SS 3S 3 7 7 5 4 3 5 5 B 4 3 14 12 10 9 8 - - - 9 7 45 75 - - - - 7 7 SS 45 - - - - 5 5 5 4S 4 - - - 14 12 70 9 - 10 75 5 4 3 7 e 4 3 5 5 4 3 14,-0.14 12 10 9 - - - - OS 8 5,5 4 3S 5 5 5 5 5 4 3 14 12 10 9 - 6S 5 3 7 7 5 3S - 5 5 5 4 14 12 10 9 - - - - 8.5.6S 4 - - - - - 7 7 5 4 - - - 5 5 9 4 - - - - _ 14 12 10 - 9 7 45 35 3 7 5.5 3S - 5 5 3.5 3 14 12 10 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 8 45 3 7 7 4S 3 5 5 L5 35 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 - 8 6 4 7 7 -!--7- 14 5 5 9 4 14 12 10 - - 85 6S 4 35 - 7 55 35 - 5 5 SS - 16,-0.14 12 10 - - - - - 9.5 7 45 u 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3S - 14 12 10 - e 45 3 7 6.5 4 6 6 4 35 14 12 10 - - - - 7s 55 P,75167 b as - - _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \ � •. ©2FIS 015 TERN MESAL SUPPLY, INC. ��. R A. T BERTHA HVTM e. 1 L ® � m ®�� t�ccordion Shutter System *. 'l �7 KV.BLADE#1 W/OR W/0 KV.WND01N MADE 3 xg % American Shutter Systems REV.N OESOBIPNON DATE I DRAWN BY: ML TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/ts DATE: 4/13/15 ?�••• STATE OF ass N.W.36th.SL,Sle.305.VW=%GARDENS.RORIOA 3316 Phono:(305)871-1530.Fort:(305)871-1531 4268 Westroads Drive 2 ',,'cF'•., RRIDP . �, email:Utecoeaol.mm West Palm Beach, FL 33407 3 DRAWING No AL E. E�G� `��� WALTER A.71LU'dn P.E. 4 15-085 P.E. SEAL (SNAiIDATE FLORIDA ua's'4167 6 UI�� / SHEET OF 20