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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 "�.. � a ��� �, ��f"�"n1 '�I'+•`6�^��$ Y�3 �� i�,� � � iw qct'.� ,,H� 'i"*� `k�I ... � , ''�. F01ida Depafi ent4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 1. Busing] Professional ��sER Pubic User Approval Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# r t FL389-R8 Application Type Revision Code Version 2014 ? Application Status ApprovedLE COPAJ# iv'w' ll 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 J. 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.ndf 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 }�ttr�e•//flnrir�ahiiilrlinrr nrrr/r�r/r�r or�r� Atl '1/1 G/701 G 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 IT A.S.S.A. INC. DRWG.15-086.pdf 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 HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.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 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-085 HV pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI 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 FL384 R8 II A.S.S.A. INC. DRWG.15-084.pdf 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 FI-389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf 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 Mext 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 mail to this entity.Instead,contact the office by phone or by traditional mall.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: M MMa aChock E security.m RCA wt�s- https:Hfloridabuilding.org/pr/pr https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 7/15/2015 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 INSTILLED AT HIGH VELOCITY HURRICANE ZONES. p CONTENTS + 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 CON IT EN I•T• S BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85•USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. M ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA-1: HV BLADES 0 & 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 T. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM 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: EETYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE @ $0214.01-03.#0715.01-03.11004.01-05,#1214.01-05. 90317.02-06,10609.01-10 AND J0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2• HV BLADE 1n AND HV WINDOW BLADE C1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -FIV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 8 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.W BLADE Di AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH 07HER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(FN SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 174x2.75'AND J14x1.75'RESPECTIVELY,410-Hr MINIMUM SERIES CIENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W.YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS S1W.L BE COATED WITH BERTIiA FN OACROSHIE]D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE 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 ksi AND 35.7 6i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k..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 k.1 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(!)&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THUS BERMH.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 6'779,562 ER COMPONENTS OF THIS APPROVAL ARE COVED, IN WHOLE OR IN PART BED Y U.S.PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE hA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 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. EA EACH UNIT MUST BR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE AN DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE l I/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LocknoN AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL SND 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 INDICATEDIN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUm 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 MIS 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. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111711 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone RA ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM `� �1CfYtS�•''•.v9 D. _ L ® � �� ��� Accordion Shutter System Nc.\ H.V.BLADE#1 W/OR W/O FLV. WINDOW MADE -oc American Shutter SystemsEv.H DESCRIPTION- DATE DRAWN Br: N.L OF 6355 5TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 :: � 3 NN.W.W.3M.SL.St,JOS.VIRGINIA GARDENS.RORW}]16 PAone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�� iS '••. _ a-mels:Dlteeeaeol.com West Palm Beach, FL 33407 3 5085 � � �``� �0lfT1 NAL ENWALTER AJr.P.E.PE4 FLORIDA Uc.1 44167 5 SHEET P.E. SEALA/0WAT6RE/DATE 6. 1 OF 20 3'r fOR%now 6u0E(a VARIES 1.491• 7a o .s� 1.918' n901/1 4.3711 e554 4.J65' ® TER 1OHV S I BLA 3OHV UNIVERSAL FLOATER wCO ERED UNDER US # 5458179 QUALIFIED FOR USE W/ HV BLADE 1O HV DIRECT MOUNT Olaf`/ O * 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�SE W/ HV TEMPER BLADE 'SEE LIMITATIONS OF USE OF BLADE 1@ ON SHEET 19 6063-T6 ALLOY AND TEMPER ;iyq• 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 0 (nP) q P 670' 2.670' 3.556' i0 wz. .670" 2.226" 072 4.897' .815• .092• t0 7r. HV ADJ. ADAPTER WLLIP a.a3s 1.37s• 072" 0,072•' 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV )J.-FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 3.750 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A r) TEMPER BLADE(D ONLY. HV RAINGUARD BLADE(D n 6063-T6 ALLOY AND TEMPER QUALIFIED FOR`-USE W/ HV 6063-T6 ALLOY AND TEMPER .. VARIES 1.936• BLADE 1' 1.9%5" VARIES 1,936• 6063-T6 ALLOY A TEMPER Max 1.917' o 083" < 083• 083" .083• m 100" .060" 'v .093' .093• 060" .060• .060• _ 670 A 1%A 114 o' 670 1.686" P' 670 3.520' 3 520' 3. 67027y. 11 HV CEILING HEADER 1® HV HEADER/SILL 13 D CEILING EAD IL Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE OONL 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV B DEQ - 14 HD WALL HEADERfSILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALID fTY QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE0 ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A B T1 T2 �' MN%MN.YMHt 2' 2' 0.125- 1' I 1- 0.062- 0 2' 5'MAX. 1/8' 1/8' 3' 3" 0.090' i6 2' 5•MAX. 0.192" 0.192' % SIDE ANGLES CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 10 z.s' 7'MA%. 0.190" 0.190" QUALIFIED FOR USE W/ HV BLADE01 QUALIFIED F0 USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' S-MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone \j1%0 al/17j ©2015 EASTERN METAL SUPPLY, INC. A:TIL(/T� BERTHA HV-rm P. ' G 0 INC. F Accordion Shutter System ENS \ A,S,S.A. H.V. BLADE#1 w/OR w/o L{v. N7tD(TH BLADE fJ N '*= TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey H DESCRIPTION DATE DRAWN W. M.L lL Association, Inc. , OLD it-isz 4/13/15 DAM-, 4/3/15 STATE OF 6]55 WW.3618 SL.Sh,305.VIRGMIA GARDENS,R01MOA 3316 4268 Westroads Drive 2 Phan.:(305)871-1530.Fax:(305)871-1531 DRAWING No F( D •'C�\��� a-man:hTleca,Ca0l.com West Palm Beach, FL 33407 3 %��iC'• D Rt ���� EO-0006719 15-085 4 %FSS� S/ONAL �`�° WALTEROA.TLLrr Jr.P.E.. 5 SHEET 77 L FLORIDA Lia 44167 P.E. �ltF.1/@GWAV6E/DATE 6 2 OF 20 4.576' 4.660' .929" 1/4�20 DIE CASY 2.293* .745' 45' FLAT WAD THRMU) HOUSING EN-WEL 1/4"-20- S.S. WED FAINITI) THREADED DIE C467 (2 TYP.) G ENAM -L,BWED PAINTED KN 0. t.325' ",us" DL .875' BRASS CYLNDM CmUNCER .319 414` KEYS(CHROME (CHROME PLATED) ED FOR USE W/ HV BLADE(5 I ONLY HV FLOATINGE ERM Z25' 7 BY LOCK HV EGRESS LOCK T FIED FOR E W/ HV QUALIFIEDeR USE W/ W (Ul H V CENTERMATE UALIF! 6063-T6 ALLOY AND TEMPER I'll ED FOR USE W/ HV BLAD & to ONLYEILE & 6063-T6 ALLOY AND TEMPER 2 HV..CORNER CENTERMATE BLADE:(D& ONLY. (9 ONLY. 2 250*O.D. 2.74 ALIFIED FOR USE W/ HV EILADE0 ONLY UALIFIEN AR 0 606 6063-76 ALLOY AND TEMPER P C HEAD _51 6:_ .515" .756* .922- 11 r 4,045' ED TO iv SCREW 2.079, 1,753' 6 I L360"AFTER RF&nNG BEFORE RIVETING 1/4-P-20 x 3/4" A S.S. THUMBSCREW 11-4-70-20 RIVNUT* to SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN .9 2" SHEET AS MANUFACtURED BY AVUEL FRow ELEVATION HV MALE "T" LOCK CENTERMATE 4.566' 07G54 OR EQUAL 27 LOCKER FOR 'T' LOCK CEN ERMLTE QUALIFIED FOR USE W BLADE(D ONLY -T- LOCK CENTERMATE HV -T- LOCK ALTERNATIVE LOCK ALLOY HV HV FEMALE QUALIFIED FOR USE W/ HV 13LADETONLY 6063-T6 A NO TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUAUREO FOR USE HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE�) W HV BLADE(DONLY. BLADE 0 ON 1.917 1.917, 3.161 Ly .0 3" TT I; 1 �-71HUMMUIRN .214* • .062" CYLINDER OR KEY CYLINDER .214 545" 0.675*M!.. HDC31 ENTERMATE W/ NO LOCKING ROD (g-fif) CENTERMATE W/ LOCKING ROO 9 quei -175*Max. QUALIFIED FOR USE W/ HV BLADE(q& UA QUALIFIED FOR USE W/ HV E)LADE(j)&(DA 6063-TS ALLOY AND TEMPER �� HD CENTERMATE'S INSERT VARIES, 12-MIN. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADET&0 /4'L-20 S.S.OR 3J$`0-t$ 1.130* 6063-76 ALLOY AND TEMPER ACETA (SEE:DEIAIL%IHMBSCR =ERUR OR 14DER KEY 115* CYLINDER NDER -57 Min —CKING ROD C9 HD LOCK QU FLED FOR USE W/ HV BIRD A 6063-T6 ALLOY AND TEMPER HV 1/4- 0=20 AISI 304 By REGENT HARDWARE MORTISE LOCKS SERIES 2433 HOOK SOLT LOCK. A 5 INSTALLATION WILL REQUIRE A 7 6' HOLE TJIUMBSCR TERIES S.S. THUMBSCREWS QUAUFIED FOR USE W1 HV BLADE(D& D I ED AT TRACKS FOR PROPER BEDMENT (QUA:LIFIED FMQtt ElL (D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' BLADIE QUALIFIED FOR USE W/ HV BLADE @ 2015 EASTERN METAL SUPPLY,INC. BERTHA HVT, 11LIEC 0INC Accordion Shutter System A.S.S.A. KV. aADE#1 W1 OR W/O KV.WINIM BLADE America MIS 1EV.W DESCRIPTION DATE DRAWN(Sr. M.L z TIL IT TESTING & ENGINEERING COMPANY n Shutter Syster L Association, Inc. I OLD 11-192 4/13/15 O:A 3/15 PNX 361h.SL.sm,M3.VUMIA GAIMENS,11.0RICA,3316f rO home (305)871-1630.Fax:(305)871-1531 4268 West ads Drive 2 DRAWING�N a-11;Ufteco coLcom West Palm Beach, FIL 33407 3 IoNM, 03-00067019 -085 'loll 1111100% WALTER A.TILLIT J�,P.E. 4 15 P.E. SEAL/SIGNATURE/DATE FLORIDA D..111 44157 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a'o HV THV 41 12'MIN III NNCE .0625' 40 3 HV 3 TO BLADE P Q HV BLADE 1 (/4'�1� I I cE 1A 1s75^ P{DOR ® WINDOW BLADE .0625^ 5= •0625 .0625' 11V BLADE lA Ii ® 1 a BLADE'S .1075• Y HV LONG RECESSED NYLON BUSHING 39 ;1 'I 1 h KNUCKLE �0 OPENIN ' .0625 0.0625' (TYP 39 HV SHORT RECESSED NYLON BUSHING a I j ) v � ,�a o j FLAT PORRON R7.7 Cj/ '3 50' HV NYLON HAT WASHER O OR ® ry N z I I III B MIM f 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 3 1 1 3 ^I 147y" 40 I � I � X /02.8750_ X d +4.870"x3/16" THICK NYLON WHEEL. I I ® I z 7/e"MPI. I I HV wlNDow 0.188"0 NSI 302 SERIES S.S. RIVETS 315'0 cLEaR SEPARATION i 03.0 1 BE1WEEf7 .Ofi25' 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR �) o oB BLADE N 5 3/a• os2s' SFC11pN Y-Y ON C ERS...s07500' ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 ��. � c1�4_ .,� ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 13--N TYPICAL HV WINDOW BLADE 1�A1 AND POLYCARBONATE HV WINDOW DETAIL QOR ® ® or ®3 N.T.S. 1 SEE NOTE FOR11 I ( I @ OR ® I *POI YCARBONATE IMPACT RESISTANT FIV WINDOW REQUIREMENTS) 1 I BAYER MAKROLON 3103 POLYCARBONATE I I 1 12"MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN 1�1`"�HS�V �P""I''N��REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR l IIYl1,1 k �a� i 1 I OOR ® I j (SEE NOTE "F" ON SHEET 19). ® o �~ 111 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR ag i ! POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. EXTERIOR ,,,,IIS I,FS,„ TYPICAL SHUTTER ASSEMBLY TYPICAL PROPERTIES STA, _ N.T.S. HV PIN Q2 OR 3 AT - Rt7FRTCE "®14-/� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExrER1OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO mo.3za' BLADE'S KNUCKLE. auH1Y asTM U792 0.043 ro� 0.043 115/0BLADE WHEN CORRESPONDING TO INSTALLATION ••11", SHEET 7. 3 (SEE NOTE FOR y NK= 0�8=11— ® REQUIREMENTS) C' �TolSIL���SrRFNc1N am osze 9.400 P-++. 9.SCU Pa1 j FIDNRAL sTRe+Onl AT YED AS1N DM 125m pat. 13,400 P-L (3) HV PIN ©OR @3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5FUDIURAL NODIA08 ASW DM 3MCM Px1. "5.000 P.1- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1i °Pty SHEETOO i j NvrCYRn oO as111 D156 18 Fr-ro! 17 FL-m/ WHEEL CARRIAGE DETAIL RATE OF SUU AMU AM nws C�1 CLASS C-i CLASS N.T.S. X MAX ASSEMBLY LAYOUT N.T.S. SELF IuwOroN 0.5TY01929 1040 T 980"F Nffd4Eliisff I151Y 0135 717 SIREN6111 AF"WFANB@!0 A 638 9302 P.L 840 8psl nHV BLADE SOLID & CA HV WINDOW BLADE DETAILS TaSI1E 91R5SS 8170RE WFAIM:FbD AMU 838 8.1 psi. 81180 pzL N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone %o(ER A: j Yi'YY. ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM 4�cFNAccordion Shutter System c 1L ® 1 N C. ■ ■ ■ ■ H.V.BLADE#1 W/OR W/0 H.V. WNDOW BADE American Shutter Systems IEV.N DESCRIPTION DATE I DRAWN BY- Ml. ; _ TILLIi TESTING dr ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 13 1. ATE OF 0355 N.W.3ER St..Sta 30.5.16R80RA GMOENS.FLORIDA 3316 P'_:(305)871-1530.FO :(305)071-1531 4268 Westroads Drive 2 DRAWING No F'..ORIDP .'c�� a 0:8lL— ool.cpm West Palm Beach, FL 33407 3 1ss/ANAL EN�'�e.``�� WALTER -000 719 P.E. 4 15-085 P.E. �E51(SWAINRE/DATE FLORIDA Lie. 44167 s SHE 4 OF 20 ®•®1 m ®°" OS *NOTES ON HV LOCKS AND CENTERMATES: p e c o ®'✓ u x s T u ®�'� O 1. MANDATORY CONDITION ft: ONE HV LOCK®or®SHALL BE USEDAT 1/2 OF SHUTTER SPAN FOR ANY SPAN 5' ®�O1®•O�'© OR 12"ABOVE OR.B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK W or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Qa®� _ 2. OFTIOM PNDMO ill IF DESIRED. FOR BETTER PERFORMANCE'-OR FOR SECURITY PURPOSES, UP 70 TWO HV 16 a, LOCKS" OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CIENTERMATES y OR®SHALL BE AS INDICATED ON NOTE (1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DR-xva 3 ,1U5m O H V LOCKS)• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4a 5�a+g6axg0. °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). T, N 4. MANDATOR(CONDITION 12:ONE HV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY 11EVAT10N. HV LOCK or®SHALL 8E USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS SiSi ° AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.= xo�e_-Nyvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. l v ® a= 1E11RST ]III gF9 QR Q2" ONE ALTERNATE HV LOCK MAY BE USL� IN UEU OF HV LOCK ar FOR ANY SPAN.AND INSTAILATLDNS AT ANY ELEVATION.AL ERNATE LOCK 1� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ���33i ,=n3� OF 1/4"0-20x3/4"S.S.THUMBSCREW TO©OR®CEMERMATES SHALL BE MADE Wf 1/4"0-20x3/4"ALUM. 33 �DD-xvv0 0 RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALT. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 1v ® 6. MANDATORY CONDITION J;FOR KEYSTONE MOLDJIING MST+�+pTIONS: 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 OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING BODS®W/ SEE END CONNECTION OR®70P AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 F E x 1 J K L M P 0 R y W X iss TVP.FULL 1+ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND ALTERNATE TO MAN CONDITION 11 VAUD ONLY FOR HV'1"LOCK AND CETRFRMATES AND CENTERMATE ¢�; ONE ALTERNATE W "T"LOCK 60 MAY BE INSTALLED IN LIEU OF HV LOCKS®OR Qp FOR ANY SPAN AND °0.®00.©• 7O°A®°RTU +13 ItYSTALLATION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING�RaEINFORCING LOCKER M.AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0+O oN©+Q3 Ort 1�+1©m CONNECTED TO CEN ERMATES @ AND®W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1"S.S.MS. INTO A 1/4"0x 5/6"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" art MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF TYPICAL III HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 18 x 3/8"F.H. SS.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-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 OPTIONAL FLORIDA BUILDING CODE( on High Velocity Hurricane Zone, ©2015 EWfERN METAL SUPPLY, INC. BERTHA HVTM S,P \\GEy Accordion Shutter S stem 1 E C ® INC. ■ ■ ■ ■ TLV.MADE#1 W/OR W/O TLV. WINDOW BLADE American Shutter Systems iEV.N. DESCRIPTION DATE DRAWN BY: M.L. �: C - TIWT TESTING & ENGINEERING COMPANY Association, Inc, t OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF W55 N.W.35N.SL,Ste.305,yWGPM GARDENS.FLORIDA MIG 9 4266 Westroods Drive z �� F.• Phono: (305)871-1530.Fax:(305)871-1531 DRAWING No 0-mail:tiltem000l.com West Palm Beach, FL 33407 3EB- 15-085 ��''nss/ONAL��G•```� WPUF3E A�LLR1Jr.P.E s P.E. S7EAt+51Gh113tU1RE/DATE FLORIDA L"'g aa1G7 SHEEP s 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK 1/4.0-20x3/4'S.S. POURED CONCRETE SHEET 1J) REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQ REQUIR1) FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 N A�a.YSTONE(SEE MWNRNG©ON SHEET 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. 1' OR 14 Min. 1/40-20x3/4'S.S. --- Min. EO EQ MACHINE SCREWS 19 Q ED 112' USING 1/4"-20 NUTS - ® 12'O.C. /2 13 OR 15 --- 13 OR 15 E. D.* .250'Max. H -- 1 I .250"Max. * .250' I S I i i i i l i .D.•r Max. �OPTIONAL i t i i l_I PiIONAL � i 1 royJ 1 L� �xE ON IIXISTING MIN.SEPARATION TO GLASS SHEET 11) T II FOR EEADE(D 1 I I GLASS---f—(SEE SCHEDULE ON E)OSTNG I aMESmg® I MIN.SEPARATION TO GLASS GIA55—� HSEE SCHEDULE ON SHEET 11) G'� EXISRNG 1 ss ©HV WALL HEADER INSTALLATION (A) HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS 1 IXf'fING //��'� i I (SEE SCHEDULE ON SHEET 11) GLASSr---I I OR �+ i MIN.SEPARATION TO GLASS 1 1 1 IXGLASSJ 1... Tj —(SEE SCHEDULE ON SHEET 11) 1 I 11 FOR 9ME VNJG m OR Si F r 19 FAR ��TUUU {Q i I i i EM✓:60k� U{ IXISRNC i I W-* OPTIONALTQ ' \ Max. Ili iil �-OPTIONAL 1 I I1 1/4'Max. OR 15 1. 11 II E.D.* i i 11 D* \ i i ___ 19 _ T/ f-- 13 OR Q 12 OR 1 4 ---_ 4'0-2x3/4'S.S.�Epzlwpso TRUSS HEAD CONCRETE ANCHORS SS. PHIWPS 17MACHINE SCREWS USING MACHINE SCREWS ONCRETE ANCHORS 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. OR REDCON CONCRETE SHEEP 13) OR CONCRETE BLOCK POURED CONCRETE REQUIRED OR CONCRETE BLOCK NCREXE ANCHORS WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOYF FOR COMBINATION OF SEGTIDNS: INSTALLATION DETAILS_ W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E.D.=EDGE DISTANCE ♦ SEE UMMATIONS OF USE FOR H V g LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEEP 13) BLADE 0 ON SHEEr 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTA.ON. 111111111, FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A Accordion Shutter System 1 L ECO -N c. . . . ■ FLV.IKADE#1 W/OR W/O KV.W DON BIDE American Shutter S stems TILLIT TESTING & ENGINEERING COMPANYInc. Ev. GEs11 19 DATE DRAWN By. M/ ATE OF �� BSSS N.W.36U.SL.Ste.=.VIRGOJUI GARDENS.FLORW 3316 ASSOCIatIOn� Io1 OLD 11-192 4/13/I5 OATS 4/13/15 Phone (305)871-1530.Fox:(305)871-1531 4268 Westrocds Drive z DRAWING No `S ON.... x- WALTER 0067TILLIT 9.aP.E. West Palm Beach. FL 33407 3 15-085 4 "'i,q r1u 11111`` FLORIDA Ua.9"167 5 SHEET P.E. SEALJ9RWIJRE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS i �''�'TIO" 1 OR ®' i 1 uwts�oN I 1 CONCRETE (SEE SCHEDULE ON SHEET 13) I TD agss(SFE OUSTING REQUIRED EDGE OF > EatDEm GLASS—` ~fs¢C1E�rujDN SOE STAB IF i W 91FET Te RA i I Tp aTAR • . I D. APPLICABLE IXI M� I I I I 9 I � ON srtET t0 \ I I ALTERNATE i i l i i i i i i EXISTING � I I I I E ANCHOR I I I 11 GLASS ✓ < i LOCATION 1 1 1 1 i 1 1 I t PIZ 1 10x3/4'HEX WASHER HEAD I 1 1 1 1 11 DR 13 OR 15 i 3/8 xIN. TEK SCREWS 0 12'O.C. i EDGE OF I 3/8 unF. CONCRETE ANCHORS $ SAAB ©+ 7 i (SEE SCHEDULE ON SHEET 13) E I I APPLICABLE EDGE OF EXISTING I I I �1 i III SLAB IF D. GLASS— EDGESLAB. E— EDGE OF 0 1/2 1 APPLICABLE i uta sPetwlaF LAB IF APPLICABLE ,0. F MP CABLE I POURED FIAT HEAD CONCRETE ANCHORS O MASSLLE (sI:E POURED O CONCRETE ET CONCRETE REQUIRED (SEE SCHEDULE ON SHE14) SCHEPOURED REQUIRED PLAT HEAD CONCRETE ANCHORS 1011 19 FOR 1 OR ®CONCRETE I I BA>fsCD& REQUIRED E.D. E D.x--+ (SEE SCHEDULE ON SHEET 14) @,TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. (I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER © HV CEILING INSTALLA ON HV FLOOR INSTALLATION t SCHEDULE #3, SHEET 11 oacrn55-1 m"roMASS n°" CONCRETE ANCHORS —(SEE Imlro I O (SEESCHEDULE ON 1/4.0 RW MMLET TAPCON W/ ox sR¢Y tt) I 1 ~aux m I I I i I EXISTING SHEET 15) AwN+CED'HRM)FOMJ 0 IXISTING--i TECHNOLOGY OR 1/4'0 POWERS EXGI lmi1N55 I GLASS —1c ��imU m+rosl[n lt) I _ rl GLASS—i ue+.gnasmN ro FASTENERS 3/4'wea BtSEDUENI B W MAX. T Ll 1 I (SFE Sa,m01E d1 11) I O.C.FOR UP TO V-0*SPIN AND it l i \ I I 4.O.C.FOR SPANS LARGER THAN r I 6'-O'VP TO 8•-0•MVC APPLY 11 11 i LIMA`- I I I 1 SEqANr ( SEF NOTE tt Ww9ffET i D.• 1 I I 10x3/4"HIX E. a wR u16d110M5 3/8' 710 �Q OR 15 i I a 1 1 WASHER HEAD �Nr Jy` MAX. 11 TEK SCREWS II II I '.... '-4 #14x3/,4C' HEX HEAD 1 8' ® 12'O.C. 8 II I /' i i 13 1/4.0-2/4'042 55 TS TEK SCREWS 0 9'O.C. - --- 14x3/4'S.D.S. _ 1 i i i 1 4' s USING 1/4'0-213 NUTS OR 1 4'm-20 SS. M.S. CONCRETE ANCHORS - - 6 + 7 3n ®9'O.C. -- - �• ,•,,. / / I (SEE SCHEDULE ON n 1 O t a :•::, 0 12'O.C. W/NIfT SHEET 14) _ -- .G.iv___ _ 17 oR 1 B 1/y t' @1R@ '•.tL-• �W&L TR NOH CORAIN1PAL 2.00 MIN.'-'.+ wAu T1TRF DECORnTivE .I l EDGE OF aJI su) II SLAB IF 814x3/4'F.H.S.D.S. POURED coNOJaF.TE LII 1 7 8' 1 7/8 I APPUCABLE CONCRETE ANCHORS SEE NOTE 13(b) EE N O C - 6 iL REWIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK ) POURED CONCRETE ON SHEET SHEET 14 D. OR CONCRETE BLOCK REQUIRED REQUIRED ®KEYSTONE MOUNTING INSTALLATION oPnoNAL (g MVf HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM SHUT DF516N PEE +54-72 Py CONCR MAXIMUMSFMRR SPAN W 8'-O'0' REQUIRED j HV RAINGUARD INS ION t NM THIS INSTALLA:nON SHALL BE O N OF SECTIONS, t REMOVABLE WHEN PERFORMED E D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMRATIONS OF USE FOR 1-SEE HEEr 4 FOR TYPICAL SHUTTER SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 EMBLY 1)INSTALLATION DETAILS WZ � HV BLADE ASS 2- MOUNTI SECTIONS CAN BE COMBIN IN ANY WAY TO ANY IN FLORIDA BUILDING CODE(Non High Velocity urricane Zone N.T'CC ' ©2015 EASTERN METAL SUPPLY, INC. �cENS —���® BERTHA HVTM T � = IILItIC® �wc. A■S■S■A■ ftv.`��nE�#rdi�Rnwohluwe, ym American Shutter Systems IEV.No DEscRiPRON DATE DRAWN BY: M.L. A'•, `STATE OF ` TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE' 4/13/15 63...5 N.M.MU,St,51x.3115,N N14 CAROMS.FLORIDA 1716 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No '4��,c�•, OR ,.•��`�`� ,-moll:mte-0-1 no West Palm Beach, FL 33407 3 15-085 �''orss//NAI �C�Ta i WALTER A.T IT J,P.E. 4 N ltd FLORIDA Uc.8 44167 5SHEET P.E. S1LfSINNA�URE/DATE 6 7 OF 20 SET END WALL CON C ILS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS 3®,HY LOCKS Ib or� ON SHEET OUT 90 IN i IX15TING G1A55 INSTALLATIONS W/ 1 HV **BUDE AND SUCK DETAIL HW 1NATE HV LOCK 5 VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICKT..WITH B—Eo OR SEE END WALL CONNECTION ip+�oRQ,�oRQ.Q« EXISTING GLASS DETAILS ON SHEETS 10 & 18 5+ 8a+1 SoR 8 7 oR ---------------------- —————————————————————— --S 2"x2'x,/8'x0'-2' I ®+®aR Og+O3°R 19+� 3 1/4" 7" 61/2` 7" (6063-T6 ALLOY)ALUM. / t©+® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPOON 1/2" ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& #1 Ox3/4S.M.S.® 12' W'A/,/ HV LOCK 4 or 651 W/ HV LOCK Q4 or TO GLASS (4)#10x1/2-S.M.S.10 TUBE i . O.C.FULL LENGHT. (SEE SCHEDULE AT EACH ANGLE(TYP) 3 * ON SHEET 11) IN J 3 10 1' , 2" O 2- / O ouT ® °� J �+ a+ m6 + 7 8 10+ 3 Hv`` 10+ ISa©.®3aR 1©+©a HVA HVB ©on®oR©+07 �®oR1O+®°R POURED CONCRETE OR /EXISTING GLASS f EOUCONCRED BLOCK WALL IXISTING St®°iQ+®oR®'Oa+�A ( SYMM TRIC ---- �N— 6yO;©���Oy®� ---`------ �CLASS — B @-@-@+@ O O O J�\ �5 * ©+O © O O (IN_SEPARATION 8 + 8 m 19+ 3 19+ 5 IXISTN CENTERMATE�S 6 8 oR 1 + 8°R 8 + 7 « To GLASS 5 J HV LOCK Itol OPRONAL SEE SCHEDULE Ir m ® m * 3 o (INTERIOR) ®+1 8 ® ON SHEET 11) MIN.5EPARATION ©+® (SEE SHEEf 11)LE IN (PRONALIOR _—_—_—_—_—_ _—_—_—_� —_——_—_-- INTERIOR) _ — — OUT CONCRETE 1 ANCHORS I 16'O.C. VARIES OUT 6 1/2-MAX. SUCK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11111111HIllll/ ©2015 EASTERN METAL SUPPLY. INC. "'R A rpt '' BERTHA HVTM EN.c /+ Accordion Shutter System _ 'L E ® 1 N t. ■ ■ ■ ■ KV.BLADE#1 W/OR W/O H.V.WINDOW BLADE �! American Shutter Systems 3EV.H. DFKR6'TION DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY 8355 N.W.36N.SL.Ste.3Q5,YW41NN GMDENS.TLORIM 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF :,�� 4268 Westroads Drive 2 Phone (305)871-1530.Fox:(305)871-1531 DRAWING No °-m il:ult-0001— West Palm Beach, FL 33407 3 15-085 Oc FCORIOP. @`� EB-ooa671e .......... WALTER A.TILUT Jr.RE 4 ail S/QA&A LL� FLORIDA U.#44167 5 SHEET P.E. A&Ail71ZE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE f FEMALE "T" LOCKS CENTERMATES LOCKERS 05 W/(1) HV BLADE SEF END CONNEanoH Qm!c ON SHEETS 10 & 18 INSTALLATION (11) HV BLADE oUT MAZE 0SLACK DETAIL HW INDunTEO ON S=6. W/ HD CENTERMATES (b AS WELL AS UWURSAL FLOATING SLADEODETML HDD-IND ©ce�ce G( •6-543- m 10•Qm —C.ON'HIS SHEEP,MAY DE USED Wm1,AL ERIN I 70•�m�'L! I©c®m INSTALLATION DEML HAG SHOWN IN T145 SHEET. SEE END WALL COHNEC ION I (D-0•�m�6 7�}•�m DETAILS ON SHEETS 10 & 18 x'.x'.varo•-x (.T gHOIE Wj{2)t/Ci TMNN OR5 10�NOREIE (T01"/80DDY)h L_-_-..--__.----.._-..-----..;_..------- - (OPTIONAL) Q (DPTiONAL) (6NToefx•s.us TO nreE @Tautb•sMsa u- ---------'----"'--a N.V. — ---- --'_---" !N Ar rAa ANaE.Orr) o.c fvu LENGHr. * --- 3 — 3D HV T.r !N PINS O (N)H.Y. - - $ 3 LOCK (INSIDE} 1� (rY1 s3 7sf.- PNS(rrn.l s: t� 1 --- ------------ — g 1 2a 29 1 i 1 5 35 OUT 31 on 3 33 31 Oa 32 31 ors 31 onL/ * 35 2 1/Q" R-20 x 1 1/2" S.S.M.S. 35 (�o},AQ SEE Nor£s row Hu LO«®, W/ 7/8"d x 3/32" WINGNUT. (OPTIONAL)HDB—HVB OUT HDC—HVC r LOOK,ON SHEET S. /'�'�* SYMMETRICAL HD CENTERMATES t'"J HV "T" LOCK (OUTSIDE) (� „ SYMMETRICAL HD CENTERMATES VCf* ~r W/a3 * LOCK (EXTERIOR) W/ 3 * LOCK (INTERIOR) t SERIES 9644 A VUWW H 0026_10 SEW, ARRC#FLANGE THIN ,a ®mo+ ® w®m ASTER UFAMR PART#OEL CHEWY AS MRN PAN BY AWl1fT. tSLY 0705 O PARSIPPENV,NEW JERSEY ©•O.�m©•�••�•®m 07056 OR Eq ICL v V 0. --_ ----------- ----------_ 8'`I.`YcekJ`Qm\L:f`N✓p°�`7'� J_ 3 0 sg Noes oN nnDNc Roos p m RD® oan ON s w s `—U 1 #*uavwrwL nDAm+c DIAnEC�DLTw WDIM a vun rw+NL alrlEmNT 5 APMCAT 16"BLADE O HDD—HVD** FLOATING STACK 1 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `����t•��tiE� N.TIL1iTi (9 2015 EASTERN METAL SUPPLY,INC. Accordion Shutter System _ 1 L E C �xr. FLV #1 W/OR W/O KV WIC BLADE * American Shutter Systems -N DESCRIrnON DATEDRAWN 6f: M.L -O TII_L.IT TESTING & ENGINEERING COMPANY TATE OF ' r' sass N.W.3GIh.SL.St.305.VIRGINN GARDENS.11ORVA MIG Association, Inc. T OLD 11-192 a/!a/rs DATE. 4/1 3/15 9 :• 4' Pha :(305)871-1530.Pox:(305)871-1531 4268 Westroods Drive 2 !'••" a meec000eaDoLDom West Palm Beach, FL 33407 3 DRAWING A KIINS !/ QNAL ,S% WALTER A TILLH Jr.P.E. a "9(M L ! IL1��t rLonoA u.. 1 44167 5 SHEET P.E. SJMMATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED '. REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING CUSS —7- 2'MIN EXISTING GLASS ® 16'O.C. r_ __( MIN.SEPARATION TO GASS SFE MIN.SEPARATION 1 2"MIN. MIN.SEPARATION SCHEDULE ON 141 MIN.TO LASS(SEE TO GLASS i SEE EO EQ TO LASS(SEE 11 FOR BLADE 1QAND SCHEDULE ONSHEETI SCHEDULE ONSHEET i SCHEDULE CJ SHEET 1/16"x3'MAX. ON SHEt 19 FOR 11 FOR DACE SAND ON SHEET 19 FOR 11 FUR BLADE 7QAM7 (6063-T6)COM. BLPDEi�&Q9�1 ON SHEET 19 FOR 1/2' t (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER BLADES(D Q� j—f- �Q& EITHER SIDE) BLADES m&® PLATE. (LOCATE 1/2 OFD) AT ERNEO SIDE MIN. % r r 2"MIN. - I 4•USE 1"OR 2"MAX. w (AS APPLICABLE)x2"x1/8"x0'-z" _—_-- ()10x1/2"S.M.S. I ----- ALUMINUM CLIP ANGLE 10.1/2'S.M.S. _—_—_ 0 16"O.C. --—i6'O.C. 4 (6063-T6 ALLOY)AT MIDHEIGHT (1) B1ox1/2'S.M.S.To®& 4 (2)1/d'0 TAPCONS ANCHORS TO SEE DETAIL X 'C'/ WALL AT1'O.C.5SIDE CONNECTION ��\ EITHER SIDE OF 1 OR & 1 OR & SEE DETAIL X FOR 1 OR' & TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION ©`"®°"©•O°'®°1 0• SIDE CONNECTION ®O1©'O�"� 10•®� m®a,6 :A- 10.®� TO TRACKS ©m a 6. 7 a 8 0.©" 10•®�©•�©•®w TO TRACKS 10-0 q@•�©•©a 10•®�+®.®�©.®„ 10•®"�©•®m©•®m ©.O7 .©w©.Oj •®a 6 END CONNECTION IL( END CONNECTION DETAIL 2Q END CONNECTION DETAIL 03 END CONNECTION DETAIL 4•REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING 4EXISTING GLASS REQUIRED GLASS 4 ASN.SEPARATION �1 1/2'S.M. TO CLASS(SFE / ® 16' .C. MIN.SEPARATION ------ ULE ON_ 6 OR®OROOR II FSCHFOOR FADE® CONCRETE 1/2"MIN. 9LTO QgDULE ONGLASS(9-I T SEE _-----_ © O ON SHEET 19 FOR ANCHOR 0 11 FOR BLADE(DAND 4 ------ ------- 1 OR $OR 1 OR 1 CONCRLTE BLADES�&QFj� 12'O.C. S BLADES G&FOR ----- OR� ANCHOR Q ® 16" _ 1 2'MIN. 4 O.C. -_- _ ----- EO 6 OR®OR�OR 2'MIN. 2'MIN. ♦ SEE LIMITATIONS OF USE FOR VIEW Y BLADE(DON SHEET 19 ©OR 1 3 OR(9OR(DOR@ 5 1 OR ®' PLAN 1 OR Q' DETAIL X POURED CONCRETE OR ®�®m©•O�a�®a10•®� END INSTALLATION CONCRETE BLOC 10•®�'©•`U'-�'®`^ f0•®^�©•�©•®^' REQHI `U- ©•O•©�©•O•®a �HV BLADE OR 1 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ®•®ate•®"O•©"' ®•®�p.®��•O END CONNECTION DETAIL END CONNECTION DETAIL© w®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM .- �CEN S '•.�'''- IL E C A �N�. Accordion Shutter System �c q H.V.BLADE#1 W/CR W/O H.V.WINDOW BLADE ��'� lJ':�!•= American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: ML TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 a/13/15 DATE x/13/75 STATE OF :'Q 6355 N.W.35 h.51.,51x.305,vIRCWN WDEN5.FwftmA 3316 42 s Westio n, Drive z �•,' Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No NOR1D •'a a--it:tilt—O-1— West Palm Beach, FL 33407 3 15-085 FSS'•.........�G\\;c� EB-0006719 d IONALE ���� WALTER A TIU1T Jr.P.E. F N FLORIDA Lie.8 4.4167 5 SHEET P.E. �6'LIj1 A1r6RE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE �3 MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER. SPAN*"L+" INSTAL aTIO - NOTES: (ft.). FOR INSTALLATIONS W/ C OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES. ® &® or QP or INSTALLATIONS W/ OSI Vy - CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. 8c�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA7ES & W/ ONE HV '7" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E. M. N. 0, P, 0, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.1t) (VALID FOR MOUNTING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.ft) SHEET 7) FLOOR/CEILING G• H. 1, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE&WOOD MOUNTING CONCRETE&WOOD INSTALLATIONS O CONCRETE & M MADES' NA'0''"1"� .INST IATIONS MA.DuN GIVEN A E MAXIM A.S.D. DESIGN PRESSURE RATING, A.S.D..SURE A5.0.SURE XS 0.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CIING ° G w,w.MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. Rnnnc RATwc & RAnNc FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (°�11 MOUNTING (P...L7 FLOOR/CEIUNG MOUNTING (P.'.L7 OR DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. (+OR-) (+OR-)' (+OR-) FLOOR' ALL MOUNTING x L+ (fl) L-(N) L+ (RJ L-(ft) L+ (R) L-(R) (+ (D) L-(R) 0 MAXIMUM SHUTTER SPAN 'L+"OR "L-'FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES I6'-0" 16'-0- 16'-0- 16--0- 30 16•-0' 16'-0" 30 16'-0' 16'-0' 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 CENITERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-5' 12'-5' B' •-7 50 12'-5" 12'-5' S0 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 5511'-10' 11•-10" 12'- V-1 55 I1'-10" 11•-10" 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION $2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 0 11'-4" 11'-4" -7' 12:pe 60 11'-4' 11'-4' 60 10'-2' 10'-11' NOTE 85,SHEET 5. RATING: 65 10'-10" 10'-10" 11'-1" 11'-11" 65 10'-10" 10'-10" 65 9'-5' 10'-1" DETERMINE:, L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9- 11'-5' 70 10'-6' 10'-6" 70 8'-9" 9-4' L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1" 10'-4' 11'-1" 75 1o'-1' 10'-1" 75 - W-9' tf EXCEPT THAT MAXIMUM SHUTTER SPAN'L+-OR INSTALLATIONS. 80 W-10- W-10" 10'-0' IC-9" 80 9'-10' W-10' -L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 W-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 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0• 8'-9' 9'-2" W-10' 95 9•-0' 8'-9" LIMITED TO +64,-72 P.s.f. AND 8'-0' SPAN, SEE Lz-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9" 8'-4" 9'-0- 9--7" 100 8'-9" 8'-4 MOUNTING MOON SHEET 7. INSTAUATIONS. 105 8'-7- 7'-11" W-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 115 8'-2- 7-3 8'-4" 8•_11- 115 W-2' 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LW,"t2+", "Lt-'AND R2-" 120 8'-0' 6'-11' 8'-2" 8'-9" 120 8'-0- W-11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" W-8" 8'-0" W-5- 125 7'-10• 6'-B' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8• 6'-5- 7'-10' 8'-1' 130 7--8" 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9" 7'-9' 135 7'-7- 6--2• SPACING. 140 7'-5' W-111" 7'-7" 7'-6" 140 7'-5" W-11' ASTM E-1996 SEPARATION 145 7'-3' 5•-9- 7'-5" 7'-3' 145 7'-3- 5'-9" TO GLASS 150 7'-2" 5-7' 7'-4- 7'-0' 150 7'-2' 5--7- , 155 7'-0' 5•-5' V-2' 6'-t1' 155 7'-0- s•-s^ 1 THRU 3 1" 160 V-11' 5•-2' 7'-1- 6'-7" 160 6'-11' 5'-2" 165 6'-10" 5'-1" 7'-0• 6'-4' 165 6'-f0' 5'-1- 170 6'-9- 4'-11" W-11- 6'-2" 170 61-9" C-11' 175 6'-7' 4'-9" 6•-9" 6'-0' 175 6'-7" 4'-9• 180 6'-6" 4'-8- V-8' V-10' 180 6'-6" 4'-B' O H V B LA D E 185 6'-5- 4'-6- 6'-7' 5'-8" 185 6'-5- 4_6- 190 V-4" 4'-5" 6-6" 5-6" 190 6'-4- 4--5- 195 6'-3' 4'-3" 6'-5" 5'-5' 195 6'-3" V-3" 200 6'-2• .4'-2' W-4' 5'-3" 200 6--2" 4'-2" zos 6'-1' 4'-1" 6'-7" 5'-1" 205 6-1 4'-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN MErAL SUPPLY, INC. ,p•1� p�Ti(��T2,,, BERTHA H Y TM _1L E C O i1_NC A.S.S.A. tLv.Accordion Shutter System BLADE 1 w/DR w/o H v WINDOW MADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MMXY. LG. TILLIT TESTING & ENGINEERING COMPANY Jti n 6]55 N.W.361h.SL.Ste.305,YIRGWl4 G.WDFNS.FLORIDA 1116 Association, Inc. I OLD 11-192 4/13/is DATE 4/13/15 4268 Westroods Drive z • � Phone:(305)871-1530.Fax (305)871-1571 DRAWING No e-"oll:6 tem®aw.�om West Palm Beach, FL 33407 3 O'..FLDRIOP•'�� � EB-0006719 4 15-085 ,("�, �\`` WALTER A TILUT Jr.P.E FLORIDA U,@ 44167 5 SHEET IF S iAMX E/DATE 6 11 OF 20 1 oll .111 .1• • . i :.�� .: '•.. ,• cll. 11• •: .. :al .: •� :il ! :R. �1•. m . •- mmmm®' mm®m®'®''mmmmmm®'®''®' '• . 1 ��immvoov©m®mv0000®mmo�000�mmoovomi��mm�onvo ooA000 mmmmmommmmmmmmmmmmmommommmmomom mmmoomomon0000no �a��m000vnm®mvoovom®mo�n�o�®onnoo�mmo� oQonn moo ' mmm000®mmmmvomm��mmoo�vomm Pnvo�000�onm© mmmommmAmmmmmmv • �oonmmmmmoPnoomonon000® �mmmonmmmmmmvomo® mmommv��mmoovom mm000�o�00000nn .'- �mmvo®ooh®monomem�i®mvoov mmmm©oigg mmonoom000000©� mmmmmmom mmmmmm® mmvoov��mmomomB mmmm®mmnoonom® �mmmvomoommmvoo®ommmvoovo®mm00000�immvvoomnon000nm OmmEam©mmmmmmmmmmmmmmmm©mmmmmmov mmomvmo� � ono®mo© mmmom©mmmmmmmmommmmnnnommmmo©mv��mmonmmmPoonono®m �mmma�000®mmoo�©o�mmoonvo0mmn000��mmv00000nooQo®v mmmo®mom0m�moovommmmoovommmm®oommmmmomoomonoom©®o mmmm®mmmm mmmmam0mmvnmmmmmmommmmmmmmomommoouo©oo mmmom©mmm®monmom0mmoommommvoovvma�mo®®oomono®mmmm mmm • mmommmmoommmmmmoommommmoovoom mmmm©om00000moo .- " mmmmm©mmmmmmmomommmmoo®mmmom©oo=mmummvomomonommv©m mmmm©mommmmom©ommmmmmnmmmmmmovom mm®moom000mo®oo NOmm"mmmm mmmm®moo®mmommom®mmvommmmmommmmm®mm©mmmmoom©000po ®mmm00000�mmi�vvoo�omm000vo mm©000eo��i®Om000O OOmmmmmm ME Umm mm" Mmmum ®„ mmm©ED Ema mo®eoo�®mvovvom®ov0000mm0®©e00000nom�o mmmommmm�mmo©mmm®mmvommmm�©moomo�m�o®mmom000m®®oo mmv®©mmm mmm©mmmmmmommvmmmmoomm ®mmommom�omo©mom ®mmo�0000�®moovoommm00000m®DOOOOO�mm000000000nomo mmommomm mmmmmmmmmmmmmommm�momommmoomovmono©v©oo mmmmmemmmmmmmmmmmmmmmmmmmm mmmoommoommmmmoommooe mmmmmmommmmmmmmmmmmmmmmmmoomoommmom000mmoommomom mm®mmommmmmmmmmmmmmvmmmmmmomoomm�mmoovmmon�ono©� mm©00000�®mvoaoo®mm00000mm00000p®®m0000�nno©mmmm O � , � • . 0 � , � �mmommmmmmmmmmmommmoommmmom00000mmm®0000mommm000e mmmmmmmmmmmmmmommmmommommm000vsam0m0000mm00000®om - • ' mmommommmmommmommmom000am®0000vm�000vMM "M"mmmom � • mmmmmmmm0mommmommmoommommmovvemm m00000mnnmmmmmm �mmmmmommmmmmmmommmmommvmmov000vmoommmoom000©0000 • • mmvmmmmm�mommmommmmommom0v0000mmmmoomoom000nm000 mommmomm mvmmmommmmmmmmmm000000m ®vomoom ®©mmmom m®mmmommmmmmmmmmmmvmmmmmmoommomm�ovomovm�o©mmmom ®mmommmmommommmvmmovmmmvm®m00000m®vv00000mm©mmmom moommommmmmmmm•ammommmmom®m000mommovomoomn0000mom mov00000mvoov000�oov0000movv0000m�ov00000®©mmmom mmvmmommmmmmmmommomommmov00000vmEavoom0000mmm0000 mmommmmmmmmmmmo mvoommmmmmovoovo��000vvomnoom0000 • ' mmommmmmmmmmmmoo�movoomom�m0000v oovvoomnmo®ammo mmmommmmmmmmmmm v�mmmmmmm• mmmmmmmmmoommmmnom00000 ;•;, ; �i - o m NW .. :... MAXIMUM ANCHOR* SPACING An=) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRFM OR CONCREIF BLOCK INSFlLIIATK)NS (SEE MOUNTINGS I,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED COEI�EiE/CONQEIE POUFGD CONtXEfE (A) TO EXISTING POURED CONCRETE(Min.f'c 3 kai) MAXIMUM QE WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX(Min.fe=3 ksi) SPS ANCHORS SPACING LEGEND - 1/4'0 x 3/4"ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Ye-3 ksi) (R) kS.0.DEMN N NESAIK PRE550TE RAPNG Ivo) S.D.DESIGN EGAM HR MW RATING Lf)kSA DESIGN IALITNE FRUSURE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min. f c-2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 20.5 TAPCON OR _ 1/4'0 TAPPER+ANCHORS/S MANUFACTURED 13Y 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 l0 9 B B 6 5.5 14 12 9 B B 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.Tc=3 ksi) 3�-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 6 ALL POINTS SOLID-SET , OR NESS 14 12 70 9 8 B 6 6 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 5 NDTFS: 14 12 l0 9 8 8 6 7 14 12 l0 9 8 0 6 6 14 12 10 9 a B 6 6 BLUE TAP'W/CAP A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TIPPER+ 14 12 10 B 8 7 55 3.5 1a 12 I0. 9 B B 6 6 14 12 10 9 B 8 6 5 TAPPER+ ANCHORS 1S 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4•-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 5S 14 12 to 9 B 8 6 4 14 12 10 9 B 8 6 4S 14 12 10 9 e 6 4 35 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEF ANCHORS SHALL SE'7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 B 8 8 6 4.5 14 12 10 9 B B 6 5S 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 9 75 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 6 7 SS 4 •SEE UNRATONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 5•-O• 14 12 70 9 8 8 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 4.5 61ADE to ON SHEEP 19 14 12 10 9 8 7 4 - 14 12 10 9 8 6S. 5 3.5 74 12 f0 a 5.5 5 35 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 B 6 4.5 14 12 10 IT e 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH M REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 6.5 4.5 - I-114 12 TO 9 8 7.5155 4 14 1210 9 B 6 4.5 JS NOTES A7)&A2)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 a B 6 5 14 12 10 9 8 65 •5 3.5 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S 5.5 J - 14 12 10 8.5 7 SS 4 3 1h 12 8 6.5 5.5 4 3 - - 14 72 10 B 8 6 - - 14 t2 111 B B 55 5 3 14 12 1 0 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 55 3 - - t4 12 10 9 8 6.5 4.513.5 14 X12 B 7 5 1 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUADD(. 14 12 0 . 8 8 - - 14 12 1D 9 B . 5 4 14 9 77 55 . 3 - 1/4'0 x.3/4'ALL POINTS sono-sEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY- 7-O' l4 12 10 8 6.5 4 - - 14 12 9 75 6 7 3.5 - 14 .5 4.5 3.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ l4 12 10 8.5 7 4 - - 14 12 10 9 [7.5 55 4 - 14 7 7.5 45 - - 1/4'0 TAPP(Ji+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBlLTEO<TI'ALL POINTS SCREW,BOLT&SPECIPLTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTIFi THE AMERICAN SHUTTER14 11 7 5.5 4.5 - - 14 12 10 9 55 4 - 14 7 6 45 3 - 8. 14 12 10 B 8 6.5 - - 14 12 9 6 4 - 14 a 6.5 5 3.5 - NOT6_14 12 0.5 7 5.5 3 - - 14 12 8 65 4 3 - 25 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 75 6 14 12 9.5 8 5 - 14 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 35 - - - 14 72 10 8 5 - - 14 6.5 5 4 - 9, . 14 12 10 9 8 - - 14 12 10 9 4.5 - - 14 7 5.5 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEF ANCHORS SHALL BE ENTRELY EMBEDDED IMO THE CONCRETE BLOCK.NO 14 11.5 76 4 - Ta 1t 7 553S - - 11 5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMTTID. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BEI 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 6S 45 - - 14 72 8.5 7 4 - 14 105 7 5.5 6 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 85 55 4 - - - - 14 12 9 74.5 - - 14 11 7 5.5 45 3S - - 10•-0' 14 12 to B 7S - - - 14 12 10 a'65 5 - - 14 12 9 B 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALLS FLOOR, t4 10.5 ] 5 35 - - - 10Z 6.5 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 0. 7S 5.5 - - 9 5 5 4 - 25 95 5 5 4 4 - - NOTES 9.1) &B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 05 1 5 - B &5 5S 4 - 2 l0 66 5 4 3 - - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11'-O• 14 12 10 - - - - - 9 7 6 45 - 14 105 7 55 4.5 36 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12-519.5 5 - 5 4S 4 3 9 7 45 3S 3 - - 14 10 7 - - - - - 7 5.5 i__5 - - - 15 95 5.5 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(F-D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. SIS 7 4S - - - - - 7.5 6 5 - - - 12 9 6 4S 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12•-0' 14 12 10 - - - - - 8 6S SS - - - 13 10 65 5 4 175 8.5 55864 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCESINDCATED BQOW.FOR E D.LE55 T71AEF THE WDICATED,REDUCE ANCHOR SPACING 6 65 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 7 55 4.5 - - 11 85 5S 4S 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 0E LESS THAN MINIMUM SPACING INDICATED FOR EILF1 ANCHOR TYPE. 13-0' 74 12 - - - - - - 14 11.5174 6 5 - _ - 12 9 6 4.5 4 _ - _ FACTOR 05 8 - - - - - - 10 75 5 4 3 - - 7.5 SS 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER,t 25 8.5 - - - - - - 12 9 6 4.5 t - - - SIS 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP _ 1 HV BLADE OR DISTANCE THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - - - - 13 95 65 5 - - - - DS 7S 5 4 - - - - 14'-D' 14 12 - - - - - - 14 105 7 55 - - - - 11 B.5 5.5 4S - - - ED. MIN.SPACING=3' MIN.SPACING a 3' MIN.SPACING=3 1/2' MIN.SPACING= 3' 3 3/4' 4" OCK 10 75 - - 9 7 45 3S - - 7 5 3.5 3 - HV BLADE W POEDm EfE��CONCRETE& POU+FD 1ANtl3TE CaIOEIE enaG POURED CORETE BLOCKCONCRETE& POUREDNCREIE BLACK&MIL 1' E GN.EA-ONCRETE 1/2 115 B - - - - _ - 11 8 55 45 - - - - 9 6.514.5 - - - - - HV WINDOW 4BL E0.=3' I.BL ER'3 1/2'LOL FD."2 1/2' MN.F11.•3 1 MR E�.•3' MH E¢'3 1/2'MN Fb=2 1/Y 7.5 - - - - - - - t2 9 6 - - - - - 9S 7 45 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0• 14 _ _ _ _ _ _ _ 3.5 10 6.5 _ _ _ _ _ 0.5 B 5 - - - - - BLADE WORKING z 1/z• - o.e1 l.o - - 9 - _ - - - - - BS fis 4 - - - - - 6.5 5 3 - - - - - IN UNISON ♦ 2' - o.7t _ - 0.5 t-D 10 - - - - - - - 0.5 8 5 - - - - - BS 6 4 - - - - - 7 IS B.5 5.5 - - 9 65 4.5 - - - 1 3/4• - - - 0•A✓' - 16•-0• 14 _ _ 95 6 - - _ _ - 10 7.5 5 1 1/2' 0.35 - - - - D.35 B - _ _ _ _ _ - 8 6 4 - - - 6 4S 3 - gS - - 9.5 7 5 - - 8 6 4 - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - - - - - - - S�.<1��p,: ..... J9 ©zO ,,� BERTHA EEASTERN METAL SUPPLY. INC. HAHV Q':'••GENSF••••:� � Accordion Shutter System /TL1EqoN,- \ ■ ® ■ ® TLV.BLADE#1 W/OR W/0 KV.4WNDOV BLADE American Shutter Systems qEV.No DESCRIPTION DATE DRAWN BY: ALL rNr; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE' 4/13/15 STATE OF 6555 N.W.36N.St.,Ste.303,VITIGINN W EHS,FIARIGA 331fi ¢268 Westroads Drive 2 NO Phone (305)871-1530.Fax:(305)871-1531 DRAWING Q�:_, OR o-moil:mte�oDaol. m West Palm Beach, FL 33407 3 15-085 E-00679 �SSIONA�� �`` WELTER A.OLIH/141167E s SHEET P.E. SPENT SI�QILIRE/DATE 6 13 OF 20 MAYI(1(UM ANCHOR* SPACING an, SCHEDULE FOR A GIVEN MAX SHUTTER SPAN AS.D DESIGN NEGAD E PRESSURE RATING AND A CORRESPONDING MOUNTING 1YPE FOR CONCRETE OR CONCRETE BLOCK INSTAULATIONS (SEE MOUNTINGS 1,J,K&L ON SHEEP 7) POURED CONCRETE POURED.CONCR CONCRETE.BLOCK ANCHORS SPACING LEGEND M41n1D1u I ALK OVER& It TRENCH (2)RAINGUARD MOUNTING (9)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING N WITH OR SPAN (R) A.S.D.DES1Q1 NifA1NE Pfd•551kIE PATNG 0.DOMLIETiJNE PRLSUBE MTWC(ps ASD.DESIGNNEEAM:PRESSl1PE MBNG .DLSICtI LEfATNE P116SURE RAT81G TAPCOWITH ADVANCED 30 40 so 75 90 120 160 205 30 40 6 75 90 12Li 160 los 30 40 60175190 120 160 205 30 40 60 75 90 120 160 205 THREADFORM"TECHNOLOGY 14 12 ,o s B s s s 12 12 ,z lz 1s as ss 7 7 7 7 7 7 7 5.5 5 s s s s s s s ALL POINTS SODD-SEP 14 12 10 9 e 6 6 6 12 12 12 12 12 12 9S 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 12 05 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 11.5 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 9 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 6 8 6 8 12 12 12 95 8 6 4S 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12- 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 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 5'_0' 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 74 12 l0 9 8 8 6 6 12 12 9.5 75 6 4S 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14, 12 10 9 8 8 6 6 12 12 12 9S 8 6 a5 - 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 11.5 9 7S 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 3s - SPECIFICATIONS 6'-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5. 5 5 5 5 5 ON SHEET 13 74 12 10 9 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 6 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 6 5 5 'S J45 - 14 12 10 9 8 8 6 6 12 12 10 8 0.5 5 3.5 - 7 7 7 65 5.5 4 5 5 5 5 5 7,-0. 14 12 10 9 8 8 6 6 12 12 12 0.5 7 5 4 3 7 7 7 7 7 7 7 B 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 6S 5 4.5 3' - - 7 7 7 7 6.5 5, 3 - 5 5 5 5 5 14 12 10 9 B 0 6 6 12 12 SS 7 5S 4 7 7 7 7 7' 5 5 5 5 5 5 O VAUD ONLY FOR UP TO +70, -75 4 12 10 9 B e 6 - 12 t2 k 7 55 4 3 7 7 7 55 4.5 3 5 5 5 s a5 PSF A.S.D DESIGN PRESSURE 8,_p" a12 10 9 B 6 6 t2 12 75 6 4s ss - 7 7 7 7 7 7 7 4 5 55' 5 5 5 RATNG & FOR SPANS PER a t2 1D 9 8 8 6 - 1z s 6 45 4 3 - - 7 7 7 7 5.s a - - s s s. s s - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 12 11 7S 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 5 14 12 10 9 8 B - 12 15 7S 8 5 35 - 77 6.5 5 S 5 5 5 5 4 14 12 10 9 8 8 - - 12 12 9.5,65 5S 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 14 12 10 9 B 8 0.5 8 5 4 3.5 - 7 7 7 6 5 3S - 5 5 5 5 5 4 3 14 12 10 9 8 B 12 10 65 5 45 - 7 7 7 65 5.9 - 5 5 5 5 5 4 14 12 10 9 6 8 12 05 7 5S 4.5 JS - 7 7 55 4S 3S - 5 5 5 45 3S 10'-0"14 12 10 9 8 8 - - 12 11 8S 6 5 3S - - 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 45 - 5 5 5 5 4.5 35 - 14 12 10 9 8 8 12 9 6 5 4 7 7 7 6 5 5 5 5 IS 5 14 12 10 9 8 6 12 9.5 6 5 4 3 7 7 5 4 3 - 11'-0"is 12 10 9 8 8 - - 12 10 7 5.5 4.5 3S - - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 'S 4 - \ 14 12 10 9 B 8 - - 85 6.5 4 4 3 - - - 7 7 6 5 4 - - 5 5 5 5 4 3 J H V BLADE ONLY 19 12 10 9 B 8 - - 11 8 SS 4 - - - - 7 7 7 5.5 4S - - - 5 5 5 5 4.5 - / 14 12 10 9 8 15 BS 5.5 4.5 3.5 - 7 7 4.5 3.5 - 5 5 4.5 3S 3 12'-0"14 12 ,0 9 8 - - - 12 9S 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 0 8 6 4 3 7 7 55 45 35 - 5 5 5 4.5 4 3 14 12 ,0 8 8 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 OS 8 5 4 3S - 7 6.5 45 3.5 - 5 5 45 3S 3 14 12 10 9 8 - - - I5 a5 6 4.5 35 3 - - 7 7 7 7 7 4.51- - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 55 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 B 9 7 4.513.75 - 7 7 55 45 - 5 5 5 4S 4 14 12 10 9 10 75 5 4 S 7 6 4 3 5 5 4 3 14'-0 t4 12 10 9 - - - - OS 8 5514 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 6S 5 S 1 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - BS 65 4 7 7 5 4 5 5 5 1 4 14 12 10 9 7 4.5 3.5 3 7 5.5 3.5 - S. 5 3.5 3 14 12 10 - - - - - ,0 7,5 5 4 3 - - - 7 7 7 7 -7 -3.5 - - 5 5 5 5 5 5 4 3 15'-0"14 12 4S 3 7 7 4.5 3 5 5 4S 3.5 - - _ _ _ _ _ _ _ _ 14 12 10 8 6 4 7 7 5 5 S 5 4 14 12 ,0 - - 85 65 4 35 - 7 55 3.5 - 5 5 S5 - 16'-0"14 12 t0 - - - - - 95 7 45 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3S - 14 12 10 6 45 3 7 6.5 4 5 5 4 3.5 - 14 12 10 - - - - - 7S 5.5 .75 - - - - - 7 7 4.s - - - - - 5 5 45 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 El STERN METAL SUPPLY,INC. BERTHA HVTM ccordion Shutter System Fwrn I L E C® 1 w . ■ ■ ■ H.V.H.v BLXE#1 W/OR W/O RV WNDOW� 7l:�13' American Shutter Systems ' TICCIT TESTING & ENGINEERING COMPANY Y Ev.N D6CR1P110N DATE DRAWN 8Y: M.L. "fl Association, Inc. i OLD 11-192 4/13/15 nATE 4/13/15 's STATE OF 6355 N.W.3611.SL.Ste.30.5,VIRGINIA GARDENS.FLORIDA 3316 4268 Wesiroads Drive z Phone:(305)871-1530.Fox:(30.5)871-1531 DRAWING No mo ORIDP .•'\� na9 :61Lecool.com West Palm Beach, FL 33407 3 ' �s••' �\55, e-mail: '''pis/ANAL ENG��``� WALTER FLOA L�s as,P.E. 4 5 SHEET P.E. SEALJ31(tNAPP1a�/DATE 6 14 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHURER SPAN NEGATIVE &S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE._ (SEE MOUNTINGS ON SHEETS 16&17). L__J B S T F=;;�!A T E SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W/MIN.G=0.55, FIR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. LAS FI DOUGLAS FIR W/ W/ )MIN. G=0.43 W MIN. G=0.36 NAXIwN SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS 8,0.WALL MOUNTINGS W & X W & X W & X P &Q S&V S &V S&V UR 89.1 NGJM TIMM W11T TIM WFAK 111 K RMC(EQ .0117 nM R614FE WRIG M .GE901 UAN FMK RUNG(9 .qM ffi.E W11WG(pd) fFRN N7AM PR W Po11IIIc M A IT.IMA 114 M RVX M1 IT=WME FEYM WRC lel)CM OM NGW't MME KM W U.4 BRM'BAB:REM TIME TFT) 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 OS 30 40 160175 90 OS '-0.OR LL 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 I2 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'�p• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 IO 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0' 12 70 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 8 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 70 9 6.5 4 6 6 6 .5 4.5 4 72 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 S 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 72 12 12 12 10. 12 12 12 10.58-5 7S 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 8.5 5.5 10'-0' 12 10 7.5.4 - 6 6 5 4 3 - 12 10 6 3 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- 12 10 4.5- 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - 12 10 - - 6 5 3.5- - - 6 5 - - - - 1&1210. .5 8 12 12 71 F. 7 6 12 1.5 7.5 6 5 4 13'-0' 12. 10 - - 6 6 - 12 TO - - - 6 4.5 - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 1 .5 7.5 12 12 10 8 6.5 55 12 0.5 7 5.5 4.5 414'-0' 12 10 - - - 6 5.5 - - - - 12 7 .5 4.5 - - 12 7 - - .5 4.5 - - - 6 3 - - - - 7 6 12 12 9.5 7.5 6 45 12 9.5 6.5 5 4 3 IS'-0" 72 - - 6 - - - 12 - - - - 5 - - 12 - - - 5 6 - - - - - 1 .5 5 12 12 8.5 7 6 412 - - - - 6 - - - 12 - - - - - 5 - - - 5 - - - - - 6 - - - - - 1 .5 4 12 12 8 6.5 5 } I1. .S 5.5 I (1� HV BLADE OR (1) HV BLADE Wf G1A HV WINDOW BLADE WORKING IN UNISON® •SEE U AlIIN15 OF USE FDR 01ADE I ON 91EtT 19 .1- NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL,FLOOR OR SOLID WOOD SOFTTT SHALL HE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLO'MNG: -SOUTHERN PINE N.2 W/G-6.55(N.DS) -1/4'P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/G-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.DS.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEUNG SHALL BE AS PER MOUNnNG TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2012 SPECIFICAMONS. 4.ANCHORS STALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA71ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM „11111'1''' „ Accordion Shutter System" �� ��' r H.V.BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems iEV.Nc DESCRIPTIONDATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY • 44 16� 6355 N.N.36A.SL.M,,305.NRGINN CMDENS,FLORIDA 3316 Association, Inc. , OLD 11-192 4/13/16 DATE. 4/13/15 -�1g. * ••-�[= Phone (305)871-1530.FGa:(305)871-1531 4268 Westroods Drive z DRAWING No -me11:tiff-oe°i.00m West Palm Beach, FL 33407 3 EB-0006719 4 15-085 STASE OF :4u x WALTER A.RLLN a,.fl-E. � FLORIDA SHEET . 6 15 OF 20 �'".,,SS10NA\-S111 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IgA_ HV:* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH V BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 11/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO `':• W/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING 1 MN.SEPARATION I 11 DR�♦ EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO GLASS(SFE (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCHEDULE ON SHEET i (gDA 18 SCREWS W/ 1/4"-20 NUTS 11 FOR H/DE®AND I 1 OF o O ® 12"O.C. I BLADES ON SHEET 19 FOR :411 \ i"Min. EXISTING IO& I V. EO E GLASS=–t1 III I I \ WALL r I 1 ORI, r n E FINISH OPTIONAL - ., _��'• WALL I EXISTING MIN. I LJ LJ FINISH , 1 OR� 1 2'x4"WOOD I 1 OR P I EXISTING MIN. 1 HEADER REQUIRED I ® 2"x4'WOOD Iz 7- 1f"0 TAPCON OR TAPCON WITH ADVANCED I HEADER REQUIRED 11 _ T14READFORM TECHNOLOGY W/1 1/2" EXISTING 1 MIN.SEPARATION I I I I 1 _ Min PENETRATION OF THREADED AREA TO GLASS--I TO GLASS(SEE MIN.SEPARATION TO GLASS I I EXISTING WOOD HEADER. iF AEE1 FOR ON AE17 I EXISTING (SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEEP 15) 1 ON SHED 19 FOR GLASS-1 I PLAT CONT.SILL BLADES O&ADA I PLATE REO'D. ON HV WALL HEADER INSTALLATION OHV WALL SIL INSTAL ION MO HV WALL HEADER INSTALLATION I I I II MIN.SEPARATION TO GLASS 1 EXISTING 1 MIN.SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 11) GLASS IXSTIN___G —(SEE SCHEDULE ON SHEEP ITT- 6' 1) I z I GLn - MIN.SEPARATION TO GLASS 1 I I 1 IASS' WOOaD PLA'�(SEE SCHEDULE ON SHEET 11) ; I 1/4'0-20x3/4'S.S. a REQ'D. I •; 1/4"0-20x3/4'S.S. I I 9 MACHIN USNGI �SNUTS �I I g WALL IiMACH120 NUTS®'12'NE SCRE ® 12'O.C. I I FINISH O.C. �J"L$1 OR® 1 oRI • 2•x4'CONT. _ I WOOD PLATE I I'Min. . REO'D. \ 1"Min. UREOP 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR� THREADFORM TECHNOLOGY W/1 1/2" - Mi. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" 1/4'0 TAPCONOR NOTE: (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON W'- VANCED 1-SEE SHEET 4 FOR TYPICAL - WALL FINISH (SEE SCHEDULE ON SHEET IS) EXISTING MIN.2"xb' 1/2 MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. PLYWOOD REO'0. W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16"0.C.MAX. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO i/2" IN.COX PLYWOOD REO'O. REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN.2'x4'STUDS® 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMJ(ARONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. B1ADE A ON SHEET 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �? Dri< BERTHA HVTMAccordion Shutter Sy stem/1-0—Eco N H.V. BLADE#1 W/OR W/0 KV. WINDOW RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems IIEV."o 'DESCRIPTION DATE DRAWN BY: M.L _ 00 N.W.361h.SL.Ste.30.VR MtA WDENS.ELORM 3316 Association, Inc. I ULD 11-192 4/13/15 DATE 4/13/ls z i D d troos Drive Phono (305)871-1530.Fax:(305)871-1531 4268 WesDRAWING NO e—a:tilt ecn®eoi.rnm West Palm Beach, FL 33407 s 9�'••.F[ IOP:'`�`;� EB-0006719 4 15-085 WALTER A.TILLN Jr.P.E. F R� � --IDA Uc.8-1.7 5 SHEET P.���� DATE 6 . 16 OF 20 nw INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & g HVA► BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX wA11 FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4"0 TAPCON OR EQ EQ 2 MIN. T/4.0 T WITH ADVANCED 4'x8'(Min.)EXISTING EDGE(IF APPLICABLE) THRE4DFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2'Min.PENETRATION 1/4'0-20x3/4"S.S. OF EXISTISTRUCTUNG WOOD BEAM ADEQUACY OF THREADED AREA TO 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. EXISTING WOOD Mi- MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) I W/1/4•_20 NUTS ARCHITECT PRIOR TO EO EO 1/2' 1/2" RAFTER®24" 12'D.C. SHUTTER INSTALLATION. O.C.REDO RFD )$ 1/4'0 TAPCON OR w EXISTING SOFFIT TAPCON WITH ADVANCED 3/4"Max.THK. 2 .257" THREADFORM TECHNOLOGY \ Maz. W/ 1 G W Min.PENETRATION EO EO fl14x3/4' E -EQ 1'x4klle•CONT.ALUM.TUBE �I,\ mml, OF THREADED AREA TO S.M.S. (60fi3-T6 ALLOY)W/ ' `OPnOWIL EXISTING WOOD HEADER ®6"O.C. I ) Or 1©or 1$ (EACH 1RAFIER LAGOR REWSTO TRUSS. I (SEE SCHEDULE ON SHEET 15) or t3 or 15 I LOCATE LAG SCREWS AT I ,;•,; ' I I NIDWIDTH OF EXISTING WOOD .EXISTING MIN 2"x4" -O I MEMBER. (2"Min.NOMINAL EXISTING HEADER REQ•D I OPEN HOLE AT EACH WIDTH)W/2"Min. GLASS MIN.SEPARATION To GLASS I STUD TO ACCEPT PENETRATION OF THREADED ( EXISTING AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) GLASS i 5/INT LAC STUBS. f I AT CENTER OF TUBE. I INSTALLATIONS SIGN LOAD( MAX. LATIO DESIGN LOAD AND l A�SFS S SEE caSRNG I MK SEPNIAnON H 9'-0"MAX. SPAN.THIS I ro anSs(SFE r GLASS m QA55(SLE INSTNIATION IS ONLY V/WD �S HV WALL HEADER INSTALLATION �1 a I�,IE ON S T I I FOR WOOD W/MIN.SPECIFIC I 1N SHEET 19 Fal )DOR ® —1 1a FOR BLADE cwvrrr of 0.50 As DOUGLAS NOTES, BAFOR I RAreS(D&8 OR 1�� OR EQUALOR PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER EM ASSBLY 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION U. HV CEILING INSTALLATION IN ANY WAY TO SUR ANY INSTALLATION. wN SFPN((DEE SEE OR MIN. I I I I roans I F� MIN.SEPARATION TO GLASS _..I SCHEM 'ON 94EET SEPARATION (SEE SCHEDULE ON SHEET 11) EXISTING I IT T� 19 Fw TO GLASS G GLASS\ ' (SEE SCHEDULE EXISTING ( \I �0&a ION SHEET 11) 111 I c I I Q I ANCHOR �I EXISTING � 8 I I \ WALL I LOCATION 3/8'IaR5--- I I I 2'x6'MIN.WOOD FlNISH IffPH 1/4" ©� 7 3/a u1N 810x3/4'HEX 1 WASHER NERD 7IX DECK REQUIRED Mox. I SCREWS® 12' I (NO FINISH R2'x6'MIN.WOOD ALLOWED) DECK REQUIREDE _FlNISH ALLOWED) 1" OFEDGE.OF DECK 9 EDGE OF DECK -_ DECKIF IF A15PUCABLE IF APPLICABLE APPLICABLE 0x3/4•S.S.1/4'm TAPCON OR TTRUSS HEAD 2JM1. TAPCON WITH ADVANCED Min. MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'4"CONT. 7HRFJIDFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN. SILL PLATE W/1 1/2'Min.PENETRATION 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2"MIN. PENETRATION OF THREADED REQ'D. 0 12"O.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER(SEE OF THREADED AREA E AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15 EXISTING WOOD HEADER. ) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ,c LIMITATIONS OF USE FOR (X)HV WALK-OVER INSTAATION_ �V HV WALL SILL INSTALLATION aADE�ON SHEET 19 O HV FLOOR INSTALLATION FLORIDA LLBUILDING CODE(Non High Velocity Hurricane Zone A %,� EAS ©2015 TERN METAL SUPPLY,INC. .�'�P' \GENS••Tom,; BERTHA HVTM _= e F - Accordion Shutter System f L. .E C ® i x c. ■ ■ ■ ■ H.V.MADE#1 w/OR W/o RV WINDOW MADE ��:*_ American Shutter S stems /_�1/��" _ TILLIT TESTING & ENGINEERING COMPANYInc. Lv.N DESCRIPTION 1119GATE DRAWN BY: M.L. ��••• AI OF 6333 N.W.w1h.SL.5[a Ja3.VWGPM CMDEHS.FLORM 3316 Association, Irii1 OLD 11-19Z 4/13/15 DATE: 4/13/1$ Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No '��ES •. ``:� e n D:6lte 0aol.com West Palm Beach, FL 33407 3 15-085 �NALEN�;a``N WALTER A.M 8144167 5 SHEET P.E. SEAL' S9?NIVIJRE/DATE G 17 OF 20 END INSTALLATIONS HV BLADE OR .a WINDOW BLADE INTO 2"x4" MAIN WOOD STUDS 2^=4^IDN.WOOD SYVDS REO'D. r.4'MIN.WOOD FNOO C Y,SAULS.M - TAPNN STUDS REM _ +/4•o (as naPucAetE) \ / a+GNOR o e•o.c. -� I I I I I I I I I ;^ z•=a•ml. \\ // WP NEfR1/2 O1 TO t f J ^�S+UDs. FlNS+ 08 flw . h Cas natexAate} o ST114 anss h PT01V4D Isis { \ t FTS / \ STI1U5 COST. v E7nmN0 CUSS "` EJp511NC GMS 'N -14 4 1 tt omm�c Gross NN. Itk➢XUIY.H ,.- gpN AtON 1/2•MIN.Cox xx� ! \ r 1/z•SIN.cox ro a.ss °I' A +o O (sem ro a9%I(YE 1/2`MILL CUx m aCIA DO S]SDUI,E ON:ifET PI+WOW. -"S 4+�:tiel?.F�S1Kw:S.-.•.,r� Si.+tE0.+E ON SLEET �' {: +CN.9TRLRRTt +FUR OAC CDA`D itl6 x3• 11 OR��D 1 ;!uY...:'�S S!+—E CN Mr, PLYWOOD. - .� `I•'lEIMRE Otl(S+FEf a+s+azT i9 ra t6os3-Ts)ea»r. +Ir wx cDs w ++M axriDroo +tT n rrn a+mE M" sx+smap Tl (UKAjE PL WO p. °/o��a® FTWuss l a�Oa� aA�p11 i Y NLN. 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SOEroDIM1E�ON 4&Ef 4 TO CLASS(SEE ry It rm uxEmno BLADE to ON SHEET 14 1 OUM W SFEk, 'f ON S w 199 IDN�+� -+/2-MIN S asDFS(De (yt2f4 StAFEs(De v IAV`} OR S)OR�DRz_W- _ 4 `J oN�oRti�7'oNt".y ( i 5 FIYti. �— � a I a QOR 4 P»..• .C=^Y".ay(2y'+( + I 6 OR®OROON t�-O O-©"�•�- `wai FvasR rw .W..00D Wu.L@oR®oR 1�DR 1® VIEW 1' ©d�• s uDs REO D. FvasN 4a•® PLAN 0 0 �-a o a�- o o �-o o�- -O•Q�- O•l�-�•4A^�•Q� O•Qs-a�•Q�-®•Q� � END CONNECTION DETAIL © ND CO NECTIO DETAIL 12 MAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0'E r,R Art j/�"112 0 201 5 EASTERN METAL SUPPLY. INC. CEN l``• q BERTHA HVTM /TiLEco ,,,-.\ �,w� SAN AcE#1 W/OR Shutter System H.v.�a,DE#� w/oe w/o H.v WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $ySfBmS EY.N DESCR+P+iOi+ DATE DRAWN BE ALL ATE rF 6)55 N.W.361h.SL,St-.M.WROINA GWDENS,FLORIDA 33+6 LID IWC. + oLID 11-162 4/13/15 DATE: 4/13/15 D . F P wne:(301 Fox:(30.5)871-153+ 4258 Westroads Drove z CppipP .'�k�: D- il:tM.C.0DD1•co West Palm Beach, FL 33407 3 DRAWING No ES j./1'cs/�_..•••N�? t\�` WALTER�LLR+Jr.P.E. 4 15•-085 P.ENA E \` FLORIDA LID.#44167 5 SHEET 3Et3k(;�VUREjDATE 6 18 OF 20 1 �15 Qeo�:J • [,FNERAI LMRATIONc AMD GONDRIONS OF USE FOR BERitiA A G 6)W BLAUE ACCORM a[ WORKING IN :(1—� C%� 1.MAX A.S.D.DESIGN PRESSURE RATNG:+110.— 110 P.J. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL.AS MOUNTINGS M.O•T.U&W ON SHEETS 16& 17. ONIRYA�CC�ENTERMA7E5 21 ®(BOTH W/IL14 OR�q/ARE ALLOWED WITH 61) Om®an — "'OR YOUR•(35)mMUST BE INCLUDIN AED ONLY AT �(EXTERI EXTERIOR SIN IDE OF OF OPPO`SrINC CENfQRMA E. NP.EA END / 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MWDAIUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS s ♦ ♦ ♦ ♦ OF)ANY 3-0 CFOR�SHALL BE BOTTOM EDGE OF FN WINDOW BLADE ALLOWED AT HV v°i WINDOW BLADE® ♦ (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1� N (D)HV WINDOW BLADE fo MUST BE USED ALTERNATE TO A SOLD TRV BLADE 1O lit THROUGHOUT SHUTTER'S WIDTH. z 2 ♦ ♦ ♦ ♦ • > (E)C TES 511ALL ALWAYS RE WSTAfIrn ADJACENT TO A SOLID NV ,I - ♦ ♦ 1,0,� WADE Dg AT ETf1RER SIDE OF THEM. SEE END k q (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TPA TABS FACE CONNECTION _ s ♦ ♦ THE INTERIOR OF THE OPENING BONG PROTECTED.FN WINDOW q MUST BE OLTAILS ON SHEER ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS/ 10& 1B TVP. ♦ as INC. FULL HOGHT. 3; 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 �gL M BUILEET DINGS ON SH15,AS LIMNED BY SPAN AND DESIGN LOAD LOAD(SEE NOTES z P 1 &2 ABOVE). _ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1995: D H 5 TP T.. &FOR RE UIREMENTS) W ) aR®OR WIND ZONE MINIMUM SEPARATION TO GLA55 NUMITED WIDTH1 7HRU 3 1' ELEVATION MN.SEPARATION To CLAM EXISTING GLASS_ SEE SOHEDU E ON S11 ET 11 FOR BIA14E 4 6.25' ----` AND ON THS SHEET FM BLADES_ —\ —_____ __—____________ 5 1A 1 1 \ TYP. i N 4 D 16 1 5 TYP. SW1/7A 2 OR 5 ENTERMATES 21 ® `_ / 5 ` W/OSS (SEE NOTE a ABOVE) PLAN 1 4 5 / TYPICAL (1� HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE (11A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone YY111111111111l/1///V ©2015 EASTON MIETAL SUPPLY.INC. BERTHA HVTM cF A Accordion Shutter System ■ ■ ■ ■ KV, MADE#1 W/OR W/0 RV WINDON BLADE American Shutter Systems REV.NJ DESCRIPTION DATE I DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE 6155 N.W.Sm.5L.Ste.3os.WRGPM GMOETIs,FLORIDA 3J7 Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 r' DF— �= Phone:(305)871-1530.FOx:(305)871-1531 4268 Westroads Drive 2 DRAWING No ��0�•. F��aIOP �k/�� ,—nwR:1R1ecoODOi.mm West Palm Beach, FL 33407 3 15-085 EB6719 i� �C"•'•.......•,• —000 a WALTER A 11LUT Jr.P.E. / Y�/ FLORIDA U.. 44167 6 SHEET P.E. 3&q k �t)�E DATE 6 19 OF 20 •5 1 6"x , 1/2•x D.D35"THICK 1' <' •'�``= INSTALLATIONS W/� HV BLADE & HV CENTERMATES 2�1 -�i.000'Max. Min.ASTM A-653 CRAOE 40 M­ Min V/(R7ES%;I ,o Min.c-60 GALV.STEEL ;:'Mnz.r,. METAL STUDS AT 16"O.C. w 43b INTO METAL STUD WALLS * yap ALO J o 6"O.C. 40 3a W t/4"e NOMINAL w T ------- 7/2" 475" 38 'I` GENERAL LIN11111111T TIONS AND CONDFICINS OF USE ALUMINUM SLEEVE (/ FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY LI 3/4•x 6 1/4"x 0.035•THICK Nin,l 43c '— 430 12 s_J� SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GAL-65.STEEL TRACK0M .G-60L,,®s'o.c. ®s"O.C. SEPARATION TO GLASS SCHEDULE ASTM A-b53 GRADE b Min.6-60 I I T N 3^Oa D• GALVANIZED FASTENED TO STUDS W/(2)06x7/2•TFH SCREWS ON i EXISTING FINISH 39 1_ MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) - 'L INTERIOR&EXTERIOR FACE I AS APPUCASLE v �. 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE i MIN.SEPARATION I 3. ALLOWED MOUNTING: MS ON THIS SHEET, ASTM E-1996 OL 43c LENGTH + 1" EXISTING CLASS—, TO GLASS —(SEE SCHEDULE) 43 N 43 1/4"�-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 W LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" �') WITH 21 ARRANGED A SYMMETRICAL LAYOUT. u USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- 3/4-x 6 1/4•x 0.035'THICK Mi..l EXISTING FINISH ; INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF P�373ONT.CALV.STEEL TRACK CHANN0.I AS APPLICABLE II CENTERMATE. •M A-653 GRADE 40 MinI IZEO FASTENED TO S(2)/6.1/2•TEK SCREYS ON ; 43c 43"NTERIOR&EXTERIOR FACE Ts'o.C. ®6"o.c. 1/4d-20 THREADS • :� 'k�` BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1/4"f6 ELCO CONSTRUCTION w m __ 1/2" 12 8 CENTERMATE @ APPLICATION WITH BLADE10 PRODUCTS FAB—LOK HD a ' 43b 6"x , T/2"x 0.035•THICK w VARIES' a 6" O.C. COMPONENTS Min.ASTM A-653 GRADE 40 :;:..2•'MdK,.,' Min.C-60 GALV.STEEL r ...'.I MS WALL HEADER/SILL INSTALLATION / METAL STUDS AT 16"O.C. lin. EXISTING FINISH AS APPLICABLE SCALE: 3 8"= 1" VA (TYP.TOP 8:BOTTOM) ——— —— 1 3/4"x 6 1/4"x 0.035"THICK Min. ZIXISTINc GLASS ONT.GALV.STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min.G-60 o FASTENED TO STUDS I 1 . .. ..�'i I:•.`.; r..:''.;'i i'.. i i.';;`�:' •.I t W/ 6x7 2 TIX SCREWS SYMMETRYCAL _., SYMtv1ETR1(CAL I I T :;.._....::.,..:r..:w .>... I : _:• t . . :MIN:TOSPGLAASS ON ",,(•�:' ' :.. INTERIOR EXTERIOR FACE 'I43a436 436 2W/:.. CENTERMATES ENTERMATES W/ (::.•:•_, :;.,':<': ir::',.;s...,:I T:::...::.:. ..::.::..t ULE): LEXTERIOR ACCESS SIDE.' :.:•.::' °{ (.`.:.INTERIOR ACCESS SIDE (SEE SCHED ':Mox; 117 6"(TYP.) IN 35(6e Min.) IN 4cgl 12 I -------------- — - -------- )42 1 21 -- 21 21 21 1 LOCATE AT 12 '3 1/4"(TYP) HV HEADER/SILL ENDS ---- — --- - ----- -------- --- -------' -------- -- - --- ------------ ----------- -- --- ---- ---------- VIEW Y 4 1 2 3 (15"Min.) 24 SIDE CONNECTION TO TRACK (Gaol.) 6 1/2"(TYPJ 7" 7" 6 1/2'MAX. SIACK #*� HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A1111111111111///T/ D 2015 EASTERN METAL SUPPLY, INC. A BERTHA HVTM IL E C ® inc. ���„�.�� Accordion Shutter System H.V.MADE#I W/OR W/o RV WINDOW BLADE �Jnl 41 = American Shutter Systems IEV.Nc DESCRIPTION DATE DRAWN BY: M.L TIWT TESTING & ENGINEERING COMPANY - 6355 N.W.30th.SL.Ste.365.NRGINIA CMPFNS,RORDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �F---' \ Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No cZ0R1DA •�tv`.� e-marl:tiltec.a..Lc West Palm Beach, FL 33407 a 15-085 fJ3-0006719 '•••••••••' G\ �� WALTER A DLLn Jr.P.E. 4 �sA/'0�' ���` FLORIDA Lie.@ 441 s7 5 SHEET P.E. •0111 Q'11�/DATE 20 OF 20 6 J •