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HomeMy WebLinkAboutProduct Approval i� 4/4/2019 Florida Building Code Online B. a _ _ BCIS Home Log In User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications , Contact Us I' BCIS Site Map' I Links ( Search Flodda r Product Approval ICob USER:Public User g Product Approval Menu>Product or ApylicRECEIVE Search>Application List>Application Detail e� q p e FL# FL389-R9 DEC 2 3 2019 Application Type Revision Code Version 2017 Sr. Lude County., Permitting Application Status Approved Comments Archived U 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/Emailp�++ REVIEWED FOR,p� Quality Assurance Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY Category Shutters D®CC Subcategory Accordion -vile C®yny Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 i� r 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes 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 j_4_-.64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Neat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyrlght 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 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: ® `' ®99 M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8°/"3d 2/3 GENERAL NOTES: 1,BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(ROIL)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WAND 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 FABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0,85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU:15. 19&20. INORDER TO VERIFY THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O,DESIGN WIND LOADS AREA 1: HV BEES C17 & IfAI BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 S 20, GENERAL.NOTES SHEET 1 IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,VIM NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS 2t42 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET BERTHA N.V.ACCORDION SHUTTER SYS'TEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -NV BLADE(D 10214.01-03,14715.01-03,(1004.01-05,1/21441-05,80317.02-06.10609.Ot-10 AND 1OZIOMI-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE n AND W WINDOW BLADE TAA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,243&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HY WINDOW BLADE Q 10505,01-08 AS PER ASB.1 E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND 1 0725.01-BS AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED To WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PINS(NV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75"RESPECTNELY,410-HT MINIMUM SERIES CENTERMATE DETAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH-AND 180 kai TENSILE STRENGTH.PINS SHALL EE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HY SHEET 9 COATING APPLICATORS,REGISTERED WITFI 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 kW AND 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCRETE/SLOCK SHEET 10 6005-T5 AHOY. MAXIMUM SPAN TABLES SHEET iT ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kA MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLACK 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 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12.13,14.15 AND 20 INSTALLATION OETAILS M-R,WOOD SHEET 16 HV BADE(D&8 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET IS METAL SUPPLY,INC, AREA 3: HV WINDOW BLADE hiJ ONLY 9.IT 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/CAULi( ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/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 Hp BLADE AREA �: HV WINDOW CENT£RMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. E Z ONLY 11.SHUTTER MANUFACTURERWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. IABEUNO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AMID ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. t3.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM TH€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.O.,PROVIDED HE/SHC DOES NOT DEVIATE FROM THIS DRAtityfljtG SHALL_ ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE PS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INYAUD IF ALTERED BY ANY MEANS. (d)SSE 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 A.E.G.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a)ORIGINAL P.E.D.SHALL.BEAR TME DATE AND ORIGINAL SEAL AHD SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111 IFJ'w„Mr 02017 TILTECO,INC. t6J 2017 EASTERN lALTAL SUPPLY.INC. �A4 N_ : CIVs�r :`'9. $ BERTHA MVTM A■�■ .�■ Accordion Shutter System =IL ECO INC. kv etAoe#1 w/CR W/0 tLv.,>,tNDov aADE �► 6` amertaan Shutter Systems Ly,N aEscRiPnox DATE DRAWN All: LC L 1/ TILLIT TESTING & ENGINEERING COMPANY •.A/r.� \ Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 W�� $353 U.W.�st.,6a,3115.twoNu cu+DO>s,rtcReu 33+t Phone:(305)871-1530.Fax 1(305)871-1531 4268 Westroods Drive 2 DRAWING No L1 o-mmEe�ata�IH.som West Palm 8e4ch, FL 33407 i 3/ ••••••,�,Y ,11 WALTER A.TIwT Jr.P,E. 17 107 ANAL I rLORDA Uc.1 4,4167 5 SHEET s OF 20 P.E. E1tt�Sf6#SA'�URE/DATE I | L___ 4v6$o' 9 /4'-2Dat 4,5 S' 45' z 3` p 4. FV.T HEAD/ tHA"- _ -ME CAST tf4'.-2D 2 las' +a t • SSL. F7.'tm tHRGbEO -Di£CAST Rpt a" � a 18 m my 8AKE0 PAUFSED t �^�y •m . � �� � 4"�� � N � �'� RE85 TURlI ?• I .062' KIM(w»oR `fawsRovi ttu) 4 " 21 f jV CENTERMATE P. ri4j r Y p PutEo) UALIFIED FOR USE W/ HV BLADE 1�& t LY HY FLOATING CEN a' 13 5' ° —��� HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OU )ED FOR USE Wj NV BLADE 1 &()fj�ONLY 4 3. 87-1 QUALIFIED FOR W/ HV QUALIFIED FOR USE Wj tAF 6063-T6 ALLOY AND TEMPER �2 ONLY. BLADE & ONLY. QUALIFIED FOR USE %'V HV BLADE T ONLY F-.250'0.0. 518• 2 71' 8063-T6 ALLOY ANO 7[MPER PLASTIC HFAO as m 1.7 8" 045, 2 Li0L0Eo TO SCREW r n 361)'AFTER RIVETING 4 'es. 1/4 " 20 x 3 4" eeroR£RIVETING JSP ^ r m v `Pm• aS n THU�MescREW 1/4.0'"20 RIVNUT* o� + m ' SERIES 9444 ALUMYUM(2021-T3 ALWY)LARGE FIANCE THIN SHEET NUTSERI,PART/0820.AS MAItUFACTURED 8Y AVDEL r7 HV MALE "T" LOCK CEN3'& MATE CHERRY TWORN,PARSIPPENY.NEW JERSEY 07054 OR Eauu FLM7 "' FAOtlT ELEVA110N 4.586` LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQ)ONLY �' HV FEMALE "T" j,�CK CENTERMATE HV 'IT" LOCK NV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER ('� OUALIFIED FOR USE QUALIFIED FOR USE 4Y/ HV QUALIFIED FOR USE W/ HV BLADE It;`}ONLY QUALIFIEDFOR USE ALLOY V BTEMPL'R'ONLY 1V/((V BLADE{1��ONLY. BLADE�ONLY, 6063-T6 ALLOY AND TEMPER ' 1 917 .9 (., . 3.161 'L0=-24 t tHUNRN 06CYUNDERORwKEY CYLINDER214' ^t 6 1 bis' Y � ^ ,V°., tyi!m • r1 m )a' •� 0.675`Min. 3 HI) CENTERMATE W1 NO LOCKING ROD3HD CENTERMATE W1 LOCKING �, LII o 0 o QUALIFIED FOR USE W/ HV BLADE 1 & A, QUALIFIED FOR USE W/ HV BLADE())& 1 6053-T6 ALLOY AND TEMPER �23HD�ENTERMAiE"S INSERT D:•.. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADET 1t3 tja'o-zo ss OR 3!8'a- t.t 6063-T6 ALLOY AND TEMPER ACE"4.THUu85CR6'AS. ±1/2- R (SEE OEtALB I D _ NOrJT Do OR KEY CYLINDER t_5 o. LOCKING RODZ, "+ 4 tab'Mow. a 3?5'ft "-tf4'c � HD LACK QUALIFIED FOR USE W/ HV BLADE(i H El"�- 6 ACCTS 1 7 HV 1/4" 0-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. 5065-T6 ALLOY AND TEMPER - -----t"'�' 1ERIES S.S. THUMBSCREWS QUALIFIED FOR USE 1V/ HV BLADE 5 INSTALLATION WILL REQUIRE A 7/1 HOLE ,HUMBS S - QUALIFIED FOR USE Vtj HV BLADEQ DRILLED AT TRACKS FOR PROPER EDMENT UAURED FOR , HV B FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. �.� BERTHA H TM % IO [NG. A � Accordion Shutter System A.S.S.A.tr ■ ■ i H.Y. BLADE#1 W/OR W/O KV.W NW#aADE American Shutter Systems �,H ocsowpnDN DATE a»A»t+By. L.C. I ?7F TIWT TESTING k ENGINEERING COMPANY Association, Inc. t OLD 15-085 7f27 T DATE: 07/27/17 STATE : � 6355 u.W.36tn.St.,52e.301,aRaN'A cA»0�J6,FIORW Slt r L\, Pn.0.;(~05)871-1930.Pox:(3D5)671-1531 4268 Westroods Drive 2 DRAVtING No E/ '• F a-m k 100-0aotwm waT£fia0mu7lo�.P.E. West Palm Beach, FL 35447 : 17-10 7 4 P.E.�StiA�A£'f OArE Fla»Y3A L;e.!++167 s SHEET 6 3 OF 20 " NQ CENTERMATES• .0 ab (4111> 11*1 A a C 1. MANDATORY CONDITIM ONE HV LO OR 12'A OF ,U4�&or t SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 0111&11 K)V IV SPAN R SPANS UP TO 105".AND 101 INSTAL TIONS46 AMY W '.ATTACHED To I, T T T r I INSIDE OR OUTSIDE LOCK,-1 =RMA4 VV/(2) 1/4'0-20 x 1/2'LONG FLATHEADS.S. M.S.LOCATION OF LOCK SHALL BE AS IND I n I nA hni I n r rl SHUTTER ELEVATION. 9_7� .0- 2. .." . QHjji;- IF 0 IR OR TOR SECURITY PURPOSES, UP TO TWO KV 0", d&\ LOCKS 1 0 OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(!-RI 0" HALL 8 AS IND LOCARID OPTIONAL CONDITION I 'I IN,11 1"RY CONDMON#11 OR LIMITED 50�� LOCKING RODS Q ARE NOT REQUIRED AT URRICANE POSITION, Bur MAY —4:4 -9. DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. N •ONE W LOCK(a 0 SlIALL BE USED AT CORNER ANY SPAN AND INSTALLATIONS AT OUTSIDE OR INSIDE LOCK G ATTACHED TO C3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2*LONG FLAT HEAD S,S. M.S.TWO LOCKING RODS(F§ AT TOP& (30116M SHALL BE USED. LOCATION OF LOCK SHALL 13C AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, M W/SYMMEHCAI 5. FIM ALTIERNATE TO MMDATORY CONDITION 41 VAUD ONLY EX W LQ(�j l 511- ALTERNATE HV LOCK�q MAY BE USEQ_IN LIEU OF M LOCK 9�or q§FOR ANY SFAN AND L E KW! 92 TIVffiATIONS AT ANY ELEVATION.AL RNATE LOCK Qj MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT 20� OF 1/4-0-20.3/4-S.S. THUMBSCREW TO @ OR 14 CENTSMATES SHALL BE MADE Yl/ 1/4-0-20.3/4'ALUM. qz RrVNUr AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ����SEI AT CORNER ANY SPM AND OUTSIDE.1 INSIDE 6. MANDATORY CONOITION #3 FDR KEYSTONE MOUNTING INSTALU'DONS, ONE HV LOCK q3 or 0&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 23 or 0 MAY BE USED AS AN INSIDE OR MATES W/(2) 1/4"-20 x 1/2*LONG FLAT HEAD S.S. M.S. OCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/ OUTSIDE LOCK.ATTACHED TO @ or @ SYMMETRICAL CENTER 1. MANDATOEX CONDMON ji VAUD ONLY FOR w*r I= go CENrERMATES Qj AND SEE END OR'6 TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNEC to" DETAILS TON e, SHEETS 10 Ic 18 TYP. rUU. *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. t I OF CORNER —'hVWTW CENTERMATE ALTERNATE W'r LOCK 0 MAY BE INSTALLED IN LIEU OF KV LOCKS 24 OR FOR ANY SPAN AND ON AT ANY ELEVATION.ALTE NATE LOCK AY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT C10)-7110-7 OF LOCK CO INCLUDES USING REINFORCING LOCKER 4Y, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST 13E CONNECTED 10 CENTEfIMATES @ AND�g W/ 1/4-0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8*0 x 3/32' T(}.- -;a- WINGNUT OR W/ 1/4-0-2Dx1- S.S.M.S. INTO A 1/4'*x 5/8'RIVNUT.-LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (�)- 70•6�-@-C7) MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF DID LOCKING RODS QS TOP AND BOTOM IS MANDATORY. 6@5',-@ Q&.(08-@ CTIONP: 0 1. HO LM(31 NO C01ITERSAMN11 OR(34 W/(33:ONE ALTERNATE HD LOCKG MAYBE USED IN LIEU or TYPICAL (1) HV BLADE SHUTTER ELEVATION W LOCKS f?�OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HO LOCK(8 MAY BE USED AS AN INSIDE OR OUTS!k�LOM ATTACHMENT OF III)LOCK(��70 JA ISS W/3 JB x 3/6'F,t­L S.S.ILS..A140 INCLUDES N.T.S. REI AS SHOWN ON SECTIONS HOB-HVS AND HDC-H=,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C�IS COMPLETELY OPTIONAL one Zone: FLOWDA UILWDI CODE(Non High Velocity Hurric . 017 EASTERN METAL SUPPLY, INC. ... . 02017 TILTECO.INC.1140 BERTHA HV TM Accordion Shutter System TM 7E 7c7o 747 —_� A.SwS.Aw KV. MADE#1 W/CR W/0 KV.WINDCYN BLADE Tb� Syss 1 t �0 ShutterAmerican Sysierns DF.SCRIPINDH DATE MWI By., L.C. "Ilto ��) 07 TILLIT TIES N' TING & ENGINEERING COMPANY Association, Inc. �tvl OLD 15-085 TF ll_w.36�st-Sbo.305.MWA GIMOM nORCA 33 DAV_ 07/27/17 Phos®:(305)871-1530.fo. (305)871-1531 4268 Westroods Drive 2 —DRAWING No Wes t Palm Beech, FL 33407 3 Ea- 6719 17-107 "* WALTER A. ZONAL -1 TILUT Jr. RE, 4 SHEET FLO410A U.1 44167 P.EURE DATE s 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDut£O!F OR CONCRETE BLOCK POURED CONCRETE-'\ SHEET 13 REQUIRED 1/4'0-20xS.S. C0;lORETE REQUIRED ) CONCRETE ANCHORS V11 1/E SCREWS20 REDUR2E0 FDR -- „_(SEE SCHEDULE ON W/ 1/4'-TO f•'-' G„"'"'— CONCRETE ANCHORS I--•_ 17 11S wIl ONE(SEE P0UNF M®aN SHMT 7) SHEET 11) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) i I' 1• 1/4'0-20.3/4'S.S. I'r Min. T2 OR(14 - _ £D-- E ltiCHIN£SCRE'ws - �ED EO -�a- t ! _ USING 1/4-20 NUTS j f2„ 1 M /2” 0 12'D.C. z5a'Max. 13 DR g �— -- oR IS E.0.e + -I- 13 E.D.• -_-- N I ,. E.D.'' . .290' .290'Max. r +' +� � 1 ✓:�� ..� i I I E.D.• � +r I ----1 OPTIONALt 1 ++ •- ' '1-OPTIONAL. 1 � tOl SFPAWiY7N � i F-150i au is 1 4R (t � "STING u�+.sEPAlunari TD Cuss 1 ElU5nNG ON SIM 1R 1 I + �+ ) GLASS"'""�-+(SEE SCHEpULE ON SHEET I1) 1+ OiA55--i ` i MIN.SEPARATION TO GLASS g,m W& r{SEE SCHEDULE ON SHEET II XISTING 4CA5S__'' HV WALL HEADER INSTALL--A HEADEROA HV WALL 0 TION HV WALL HEADER INSTALLATION + KEYSTONE ETBSTMG URF.SEPARATION TO GLASS + G� i TO aASS(SSE+ + F 1 OR I�• I I + 1 EXISTING•-•)—(SEE SCHEDULE ON SHEET t f "� LIIN.SEPARATION TO GLASS GLASS ! F"�1 FOR 0/�J:C NAVtI I i"-(SEE SE EOULE ON SHEET 11) i i trI SECT 14 IDR T ' tiIDk5 QT813F i ya EX45TING , (: OPTIONAL GLASS—' ! E•�%fir i i i t tic• !/4'Max. }•E. L,.__..-• + Moa. !lIIII V OPTIOtUi}. r I � i3 DR 15 f �• '��"'- E4 EO 13 OR�j }• 1 12 OR 141 ---- I/4'o-20x3/4'S.S. \\ ! ----- PH�LUPS In HEAD \ i/4'a-20.3/4'SS.PHu11PS CONCRETE ANCHORS r 17 1$ ED 14 MACHINE SCREWS USING .........._............._' t CONCRETE ANCHORS —TRUSS HEAD MACHINC SCREWS /•- ' ���.CRCTE I/4•-s0 wuTs o 1z-a.c. „`4 (sEE scH£DULE oN vr/ 1/+'-zo t+uts m 1z'ac. J (SEE SCHEDULE ON SHEET 13) i Mia. POURED CETE BLOCKETE� StiEEf !3} POURED CONCRETE--JI _tvREOOR uIR�ORElE DLOCRCONCRETE BLOCK ANCHORS � w REQUIREDHV g (SEE SCHEDULE ON L!".J HV WALL SILL, INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REOULRED HV WALL SILL INSTALLMION 11OTF FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER + E.0.+ EDGE DISTANCE �1�1 SEE UMTATMUS OF USE FOR ASSEMBLY H V 2-MOUNTING SECTIONS CAN BE COMBINED (5£E SPECIFICATIONS Q!J SHEET 13} BLADE 1A ON sNE1:T 14 .IJ I-1 Y BLADE IN ANY WAY TO SUIT ANY INS04ATTON. A fI I QlAFLORIDA BUILDING CODE Non High Velocity Hurricone Zone' `,YI .• ,LENS02017 nLTECO.INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA HV,. f! Accordion Shutter System I L E E-6 ,N e. A■ ■ ■AH.V.BIACIE#) Wf OR Wf0 H.V.NINDGN 91+LE American Shutter Systems LY.N DESCRIP}IOR DATE DRAIYN BY. L.C. @. 1�� TILUT TESTING & ENGINEERING COMPANY Association, Inc. 11 OLD 15-0857f27/t DATE= NG No07/27/tT ,,(.•'•,,•�(i Dp, .••V tt sass N.W.3saw S1.,Ste.2D6,VIRCY A GNUID4,FLCRn.3316 4268 We5(rOOds Drive 7 DRAWI PMx c: (J05)871-11530,rax:(305)671-1331 YONAL�T�G F,Ff a-mai.T8lecaaoo,cam West Palm Beach, FL 33407 3 17-107 5710 "I.......N�x+1j11 WALTERA."LEFT Jr.P.E. 4 FLORWA Ue.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS run MV.WVI T OR W1.SEPARATION POU TO CASS(sia (SEE SCHEDULE ON SHEET 13) EXISTI �(SEC'O QAW ON* SCICUUU: schIEDUIX REQUIRED r-- EDGE OF GLASS up RON, 9w 10 PON to CLASS wnmu EXIST pw'I) 'P, I _7 �i,77 ALTERNATE EXISTING LG, ANCHOR OCATION -7 CLASS 10.3/4'HEX WASHER HEAD OR 1 OR 15 3 SCREWS 0 12'O.C4 8 or CONCRETE ANCHORS IF 7 (SEE SCHEDULE ON SHEET 13) ED EaAPPLICABLE 60F. EDGE OF EXISTING CODE OF SLAB IF CLASS SL49 IF 1/2 EDGE OF APPLICABLE APPUCABLE L E.O�" SLAB IF APPLICABLE ED FLAT HEAD CONCRETE ANCHORS • ,=a Cot 1 0.0 CONCRETE e 4 R4�RRI EJ REQUIRED (SEE SCHEDULE ON SHEET 14) 11—FM W-DAUR"o 0 POURED-/ RED 19 FOR CONCRETE FLAT HEAD CONCRETE ANCHORS 04&W E.a..— —E,D.- (SEC SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VAILID ONLY FOR UP TO +70. -75 PSF A,&D. HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER STALLATION (B! HV FLQOR INSTALLATION f SCHEDULE#3, SHEET 11 © HV CEILING I" CONCRETE ANCHORS raaLISO:Scmux,%.Ls 4. DULE 0117 1/4^0 Irw SUIUDD M woo; -(MM AINANUED aAww/ 0— EXISTIN TraviCLOCY OR 1/4,0 POAERS 1/4' EXISTING k-- EXISTING FASIDOM TAPPOR.ANCHORS V�/ GLASS 50,aw tRoIv G`AS 1 3/4.MS.oeCaltaft 0 6 W,WAR"XtR 11:2 1 I=twwa w D, rq i 0.C,FOR UP TO W0`SPAN AND 4'O.C.FOR VANS LAPOCR TRAM 1/4 -e-UAX.APPLY 4R MAX. VAANI UP ELa a M T U7 1100/4- 1 3 HEX E.,-D.- MAX. WASHER HEAD CCNL SlAo.Aht TEK SCREWS 0 12'O.G. 1 3 3 114.3/4' HEX HEAD IA EY 14.3/4-S-O,S� Uw;G I/&* a 12.00.1-20 NUM %ER Do. 55 uS D,SCREWS O 9'N O 9,O.C. Max. R 1/4 0 20 S.s..S: D.C. (SEE SCHE13ULE ON ;11 2 • • • L > W/NUT a 51 SHEET 14) 1 \ Dist:3 NON STRUCRWAL I&F. 2 00"'ifIN. WALL TAN(DECORATIVE r ------ @ 1/2' V1, E,D, I ECCE Of 4 1 v/4*r.H. s a.s i SIAS I� I O.C. POURED COUCRETE REQUIRED 7/8* APPLICABLE CONCRETE ANCHORS NOTE SCE NOTE 13(a) POURED CONCR (SEE SCHEDULE ON on SHEET I POURED CONCRETE ' L OR CONCRETE DICK SHEET 14) 0114 SHEET I v A OR CONCRETE BLOCK REQUIRED REQUIRED 0Titio INSTALLATION CPTIC?M POURED nno IMQ-... . ukvu O.DES"PRCJ!�URF'.64,72 p.1 CONCRETE HV WALL WALK—OVER INSTALLATION MAXIMUUM&SNUTTER SPAN W-0 REQUIREO IUARD INSTALLATION t t THIS INSTALLATION SHALL BE FOR COMBINATION QE.3�E � I-D. EDGE DISTANCE REIAOVA13LE WHEN PERFORMED ADJACENT To AN OPERABLECXfT FBLADSEE E LIE SHEET 19 US OF USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ASSEMBLY I INSTALLATION DETAILS W/ 10 HV BLADE 2-MOUNTING SECTIONS CAN BE COM13INED A --ANY WAY TO SUIT ANY INSTAUA=14- FLOPJDA BUILDING CODE(Non High Velocity HurricOne ZOneAly '� . ............ 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA NVTM 0. Accordion Shutter System 11LIEC-0=N C. A.S.S.A. KV. B.AW#1 W/OR W/O N.V.WNDW MAW 4 111 IT TESTING & ENGINEERING COMPANY American Shutter Systems %EV.No DESCRIPTION DATE �CRAVVI Ina. 1 )7/27/17 %/2 Assoclatton, I OLD 15-035 ;TC, 0 7)tl 7 -e 63$5 R.W.36.k St-Stc 305,VAO�CARDETZ.FUDROA 33IN op 11 X ph.o.;(305)871-1530.Fax;(305)1171-1531 4268 Westroods Drive 2 DRAWING No .—A, Wast Palm Beach. FL 33407 3 "-Z+0AFAL 1 -OW6719 4 17-107 —111 0 W&ICRO;TLur r,,P.C. .P.E. SEAL/SIGNATURE/DATE FLOROA Lk-144157 5 SHEET 1 6 7 OF 20 SEE END WALL ETS 10 & 18 SEE NOTES ON LOCKING ROOS©,HV LOCKS Q o1 Q OUT IN INSTALLATIONS Wf 1 HV **BADE AND LSIACK DETAILLOCK 0 ON S14EET 5, HVF IS VAUD FOR ALL EXISTING GLASS BLADE W/. HV CENTERMATES -,-ERMATES APPLtCATION WITH SWE�}i 0� 10 •a°^ OR SEE END WALL CONNECTION I �10+� ©•tj�8o4`;7•Q- r-EXISTINGGLASS pETAILS ON SHEETS 10 dE 1 _ CJ O.13-0. 70-@- I � a•�°"a•`t:l°R11•� ----_...-.._--- ----- --------L -------.. -------------- - l01 © a C 3 1/4• 7' 6 1/2• 7' 2-Ar.,Je•.o-2 I a • 8 4A 9• a t • a (6063-T6 ALLOY)ALUM. I METRYCA ANGLC W/(z 1/oro TAPCGN 1/z' �- ANCH61ds TO CONCRETE C NT RM TES CEN-E�AT-�E-S- MI , PARarroN (soP/OanaM) p #10.3/4-S:M.s.o u- W V L CK 4 or W/ a To 5 (4)110x1/2-S.M.S.To TUBE O.C.FULL LENGHT. �+ HV LOCK 6ror �'" {SEE SCNE AT EACH ANGLE(TYP) I N � 3 GN SHEET ,1 5 N ® \_(�V(D-XRar 1r2' °• QI 0"3 10•a�©'a�Q-a� HVA 1 �+®� 7 «�a}oa10 .�ce HVQ HVC POUR. ONCRETEOR E)OSTING GLASS t ETC BLOCK WALL ©•O •©c1+U6 7U•��I 10• 15�+Q•©3cw u 1 EOUEO J "kASS G a «�$A •�w t • V5 a t�EXtSTIN FIN ——�•O ©$a©r�] «@ m MIN.SEPARATION MATES 6 @.®a o d�®• To cuss —Q _...—I GLASS * (SEE SCHEDULE LP.­ ------ W/ H~ � i aw© e-� b V OC (INTERIOR} �$ 1�8 w a•�al.:A• O,T SHEEP i t) i MW. SEPARATIO\- �t 1/4.1 �+ �'�'� _l•7 Zt ' TO GLASS 11 j�' G! � 4''a'� __a _�'-.,`_ (SEE SCHEDULE L IN OPTIONAL - ON SHEET 11) ` - (INTERIOR) r� _ -._.,-.-_.. — ..,.--.- - - .._-__ --__—.__..�--- p CONCRETE }_ - _ _ t •1 t ANCHORS iD 18"O.C. VARIES so * j fY�S•,1 Q } OUT O 112'MAX.••SLACK I OUT �j (EXTERIOR) HVE H Y I"** HVD tTTFFrA� ± �f��lo V C FLORIDA BUILDING CODE Nan Nigh Velocity Hurricane Zone; iT ��'•••'•• 02017 TILTECO.U4. 02017 EASTERN METAL SUPPLY•INC. ?\ tiSF' _ BERTHANVTM �CtL ECO <N . . >l .A: Accordion Shutter System A T H.v RAM#1 W/OR w/o H,V,vttNOM 8330E American Shutter Systems v TILLIT TESTING & ENGINEERING COMPANY ev.H Y ocsrnlPnml oATE DRAWN BY, LO, rC ti Assoototton, Inc. 1 OLD TS-Wes 712711GATE o7/27177 •'.+• . L5 $155 li.TY.3lM.St.,SU.383.t4iGJftA GM2�1i5,116RM 1378 Pho :(aos)871-1630,Fos:(305)871-mar 4268 1'lestroads Drive rive z DRAWING No �.«5+�� •A••• ��y\X1111 t+ 1 utt".0op am West Palm Beach, FL 33407 s 1 7—)07 NAL ti /1111 WALTER A.TILLfr Jr.P.E. 33333,3 dArA FIVAU Lx.1 44167 5 SHEET P.E. !Eat,StCNATURE/DATE 6 8 OF 20 ALTERNATE NST V "T" LOCK HV E 0* " LOCKS C TE S 8 9 LOCKERS BLADE Stt ENO CONNECTION DETAILS ON SHEETS 10 A 16 INSTALLATION I HV BLADE OUT 1N aAssFf OI CE(Dsysa alm tar,isortrm ON SNECT 6. W! HD CENTERMATES AS Y.iTL tis--0,AL fUOATiNc BIADI®oeurL t+�-NVO, d d& 7 d$°"10• Hi=no ON 7t.s SHEEE,NAY BE USED wrr"THIS ATERNA 10•�P�.�P®.®P Han OEYM4 . +9rnr t E THTR SHEET. SEE END WAU i,"ON CTION DMI ONE 10 A to tmnywfw/w/(-pn) ANRENCNOIt91�o rv.) toariawJ.) 4 t+}1ta1f2•sus.m TUEE i s�c-iuNu'S'�Np t. t 3 ----�- Ai TACH MAIL MP) 30 HV "'T" (N (4)PINH i.r} I N a�isH(rm.} { LL m« "" 5 LOCK (INSIDE) "" j \f twoa ) r r _ g. 5 1 2b 29 1 0 3&�� f• we S OUT 31 ox 2 gg 31 9RlJ 31 oR 32 31 ORQ2)] * 3 21/a" 0-20 x 1 1/2" S.S.M.S. *5EE NOTE 6 FOR W EDCK@. Wf 7/$"a x 3/32" W)NGNUT. tortaNu.)� -HV$ OUT t1 •L! HDC—HWT EOCK,aN sHEE7 s. �* SYMMETRICAL HD CENTERMATES �J HV "T" LOCK (OUTSIDE) @ SYMMETR* L HD C�ERMA7ES W/ f3�' LACK (EXIEffiM W/,6b LOCK (INTERIOR) t SEEOEs 94+4 ALWrR1UN (2074-73 01""RCC FIANCE WINd�P 6(�• 7�P g�'n 1�0•®d SHEET INTSERT.PMT 1,0820, TO.�P,fjy,N�'PQ'l'yq AS UANUFACNRED 1R AZEL CHERRY TEx1ORN,PMMWETY,NEW JERSEY /../ Q V•VJPC�•�' P 07654 CR rwt 3 —(D *SQ Notes ON tomes 8009 0)t too W:.Q ON 9NEC1 s } 1 #*i1MtERSq.nCAT=MXV3 MA4 x00-NM IS 9+o FOR M C'ENTV"TES.AMMAY N3 flw BLADE(D e rvv�� FLOATING STACK A A. j FLORM BUILDI ,IET,llflttff/it��f'4 • NG CODE(Non High Velocity Hurricane Zona I �� 02017 mrEca,INC. 02017 EASTERN METAL SUPPLY,INC. �4 •�,��� BERTHA M TM 0•.4A Accordion Shutter System =1L CO 1>NC. . MY.8AX#1 W/OR W/O KV.WfNDOW MADE tI �� TILUT TESTING dE ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION OATS CRAM Rr: LC. �•tV4 c1 6sss tees.i6Oe st.,st.,sas.17RD9EN cv+DExs.aaRDA asle Association, Inc. i OLD 15-055 7127/7 DATE: 07/27/17 ...........`'' ti Trona:,(Jos)97t-Isco.Tor:(005)e71-1531 4268 Westroods Drive 2 DRAWING No ( �\ ¢I a-ma7:VNe."9401—M West Palm Beach, FL 33407 s ONAL EN r,1I E6-0006719 17-107 -.,. At AtArrrr WALTER,4 YIIUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE RORDi Ua.$44167 6 SHE 9 OF 20 POURED CONCRETE POURED CONCRETE OR CONCRETE CONCRETE POURED C014CRETE OR / OR CONCRETE ..,_.�.,.,—..< , _ OR CONCRETE O 1 R CONCRETE .... CONCRETE BLOCK WALL / BLOCK WALL REQUIRED . — BLOCK WALL REQUIRED ! BLOCK WALL REQUIRED ((' . REQUIRED `^ EXISTING GLASS C i EXISTING GLASS CONCRETE ANCHOR-- EXISTING GLASS ^�,� J �., 2Mtn.. EXiSTtNG GLASS 4-0 t8"O.C. `..--2•MIN..,'. _ `— �. `i WN.SEp�yGLASS(� }} ^"'7 < .1` 1" MV.SPRARATION SCHB)VLE ON S1¢ET N! LSN.SEPAI4AATFON I TAN.SEPARATION E0 " EQ TO GLASS(SEE 11 FOR BIRD-OAND TO SCHEDULE LASS M ON 9♦F£7 i�^ - TO GLASS(SM i SCHEDULE ON SFE£T 1/16'x3'MAX ON SHEET 19-OR .L I SCHMLLE CT SHIV S 1 11 FOR DLADE(I)AND (6063- Ni m& SON SHEL7 19 A� 1 ION SHM 1$ M,qi ON SFgEf k4 FOR M.CLOSER t< kj2« LpCATE AT I MARS(D&Hp PLATE. (LOCATE 1/2' , ' &� T-'—"� 1 B.AOES ID&® OITHEOR}SIDE f AT EEHELAOSIO} MINA-L \ -} ! 11 OF(D) MIN, OF I 1 •F'USE I'OR 2'MAX. #'100/2"S.M,9, I -__- „-” (AS APPUCABLE)x2'xT/8"x0 y ALUMINUTA CLIP ANGLE at0x1/2'S,iA.S,,-,_i _—___„�. •% !9 16'O.C, I j ____ i (6063-T6 ALLOY)AT MIDHEIGHT ® I6"O.C. (1)$10x1/2'S.M.S.TO®& k 4}J cf i (2)1/4"0 TAPCONS ANCHORS TO i �•./ WALL AT i`O.C. (LOCATE AT 1 . j SEE DETAIL E F ( �R �r I EITHER SIDE OF(D) (1 0R �r SHOE CONNECT[ N SEE DETAIL ON E FOR ( • TO TRAC �R i 51➢E CONNECTION "'ORt•\ ®a©•Oa08 a 10•�•• SEE DETAIL E FO ��yy a 6 ?�•8 10•�a" TO TRACKS a o 6,.1 a 8 •i�-0" 10• a A� SIDE CONNECTION � ®p1©•0-0. r�_ t0'tCla u� ®'�0'tL7a TO TRACKS \:Jw®a©,0-0.®a 03-@-0: a ,p•'L.uJ'A�A^��•v((�„✓�yy"�•® \;,I.07 -0-0(J?) @- 8.07 •tea®.0,@- 1'1`L'J•04:1-0' ' ®'0'4;laV'l'l•�a /��•,�ryry°'A©�,•®a/V/��,,•'4�'Jv !2s•,fd•a l©.®GLOB.t"#u ®•®a©•�"®• °' ®•®a�•�a®'©°� ti,:!•'L9'•''V'•�a+r:�•x.:J aQ •� l®Y•�`a(T .�a i�.�V a�i� •�a(09•@aa•O6 a 9. END CO N�ECTION DETAIL(1) END CONNECTION DETAIL SND CONNECTION DETAILa END CONNECTION DETAIL Z/-P�UUR NCRR EXISTING 4 i REQUIRED ONLY FOR SPANS GREATER IRAN 12'-0• ETE O CONCRETE BLOCK WALL �._ —EXISTING CLASS REQUIRED GLASS t-��A4ATK7N jIOx,/2'S.M.$' ..------ -- ro SEPA A1101(SEQ 16-O:C. --�`�ACiL 6£PAFATNki a ------ -> - G77d. ---_ _' -�' '�' " __ 6�OR®Ofl�OR 1t F a1 ©a:T1 CONCRETE \i/2'IAN. TO ------_ -- - oN SHEET 1 ANCHOR° 11 &�QAND 4 / --- -_ _ -- i OR 3 OR t OR 1 EIA0E5mdt Q?} 12' ON SHELT 19 FOR CONCRETE I _ ANCHOR_"`,\\ I i ^E ExACLS i&ai ��/- OR) „" ,' .. � -—_MIN '. �... jfl EQ "'- OR@OR@OR — i 2"MIN, 2'MIN. y ♦SEE LIMITATIONS Or USE FOR �� �k/ y GLADE J9 ON SHEET 19 1 ORQOR(9OR(9OR� YV I Y PLAN DETAIL AIL O POURED CONCRETE OR I OR vy'°i®'0?a a i0•® ,rte END INSTALLATION cw REQUIRED cRETE BLOCK WALL Io�H�a�. 3 ,®« ®=0.0-0.0—@- 1 t'IV $LADE OR� BYV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ECTION DETAIL CON1, 0 Q FLORIDA BUILD) CODE Non !High Velocity Hurricane Zone` y11 ,T' '••' ! 02017 TILTEC 02012 EASTERN METAL SUPPLY,INC. BERTHA HVTIA ' Accordion Shutter System 11L 1E C O INC. A.S.Si:A„ KV.RfiX#1 W/OR W/O KV WNT](A7 BL41E American Shutter Systems REV.w DESCRIPTION DATE DRAWN GY.' L.C. TILUT TESTING & ENGINEERING COMPANY O� •. Fl .• <y ff, 6311 N.*,38th.SC,St..161.NROkU MWIPS,FLOP aA 3318 A8S00(atl0n, Inc. t QLD T5-GB5 7J27Ji wTG: 07/2if i7 Phone:(305)GTI-ISao:Fox:(3D5)e'ir-1131 4268 Westroads .Drive a DRAWING No AI.����HlTyfl a-6aE81u1-`*0gL'_ West Palm Beach, Fl 33407 3 17-107 xxxt WALTER I TILUT Jr.P.G. ` SHEET nrAN" P.E. SEAL/S(GNA7URE/DATE ' L"T;�'� 6 10 OF 20 SCHEDULE N1 HEDULE 42 SCHEDULE a MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" 1AAXIMUM SHUTTER SPAN*"L+" IB�ALt aTTDN LEGENa (1t.). FOR INSTALLATIONS W/ $t. OR -L-- (ft.) FOR R "L-" (fQ INSTALLATIONS CFNTERMATES. 0 & ® or or INSTALLATI�W/ W CONCRETE & Wj ONE H.V. LOCK ar or Or CENTATI & W/ ONE NV LOCKS MANSORY WOOD i14S1DVE A.S.D. DESIGN PRESSURE RATING. G1YEti HD LOCK Wj NO LOCKING RODS or ONE HV LOL-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR W/ NO LOCKING WALL A. 8, C, 0• E. M. N. 0, P, 0. A.S.O. DESIGN PRESSURE BATING, CENTERIJAi@ 28( 29 W/ ONE W/ NO LOCKING RODS ODS MOUNTING F, K & L R, S, & V. F'Q"T' NG (SEE NOTES t, {VALID FOR MOUNTING 1 tt) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOCK 30 W/TWO LO '� o RODS 35�LNJTOP F�qq&+4BOTTOM tBaEE „„ SHEET 7) FLOOR/CEILING G, H- 1, 11, J T, U. W & X WALL MOUNTINGS(TOP/ROTTOM) OR FLOOR/CEILING: CONCRL7Eac YATo tNSTALtA110Ji5 V CONCRETE d 55'0011 CONCRETE MOUNTING & to wAYotVJ+ t1MIJUM IN I I' ""'U INSTALLATIONS GWEN A POSITIVE A.S.D. DESIGN PRESSURE RATINC, ASA.CCSIaJ ASD.OEW1 ASA.DEDON PPEssuRE WALL MOUInitJG FLOOR C£tUNG PREZURC WALL MOUNRNC PRESSaRE n.DCR/C£tUNG MOU+Oth'C DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. / RLtlN6 PATa46 GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, (RAtPI+C) MOUtiTiNC (P.0' FIACR/CE7UNC MOUJJNNC (P..I•) OR '—"'•� DETERMINE LVJ(IIAUTA SPAN -L-'FROM SCHEDULE. {•DR—I (•OR-) (�OR-) F1004 AW MCUNTNG x t+ {6} L-{@) C t {t!) t-(ej t+ {R) t-{5) t i {6) t-{lty 0 1AAXIMULA SHUTTER SPAN •L+'OR'L-'FOR 30 DR LES 16'-0' -(III 16'-0' I6'-D' 30 Tb'-0• 18'-0' 30 t1 (9) 16'-p' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pst.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 35 14'-10" 14-10` 15` r IW-0" 35 ti'^TO• 14'-t0" 35 15'-2' 16'-10" 40 13'-10' t3'-t0' 14'-2' 15'-2' 40 13'-1D" 13'-ta" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-4' 14'-3- 45 13'^1' 13'-1' 45 13'-4` 14'-3' 1' HV CORNER CENTERMATE#3 MAY 8E USED AT ALL COMBINATIONS IN 8MVEEN WALL MOUNTING$ 50 t2'-S' t2•-5- 12'-8' t3'-7' 50 i2'-51 12•-5" 5D 12'-3' 13'-/' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 1P-f0' 12•-1' 12'-11' 55 11'-10` 11'-10• 55 11'-1' 1I'-11` SHALL BE AS INDICATED ON MANDATORY CONOITION X12 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4- 11'-4" Il'-7' 12'-4` 60 1 t'-4' It'-4' 60 I O'-2' i 0`-}1' NOTE#5.SHEET 5. RATING: 65 10'-10' t0'-1q' -11'-f" 11-11 65 10'-10' 9'-5" 10'-1' DETERMINE: 65 70 10'^6' 77-6- t0'-9" 70 14'-6` TO•--$' 70 8'-9` L=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MAX.SPAN FOR MALL MOUNTING INSTALLATIONS. L7+= 75 10'-1' 10'-1• 10'-4" 11'-I" 75 10'-1` 10'-1' 75 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9`-10' 9'-ta- t0'-0" 10'-g" 80 9'^t0• 9'-10" SPAN'Lt'OR'L-'AND MAXIMUM AS.M OESING FOR A GWEN NEGATIVE A.S.O. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9' 10'-5" 85 w_v 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RA71NG: 90 9'-3' 9'-3- 9'-5" 10'-i' 90 9'-3' 9'-3- OR CONCRETE BLOCK SHALL BE UMRED AS FOLLOWS. DETERMINE: 95 9'-0' B'-9' 9'-2' 9'^10` 95 9'-0' B'-9' i- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 100 F_-C 8'-r' 9'-0` --1- 95 8'-9' 8'-4- LIMITED TO +64,-72 Ds.f. AND 8'-0' SPAN, SEE La-= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING @ ON SHEET 7, INSTALLATIONS, 105 8'-Y T-71' 8'-9" 9'-4" 105 W-7' 7'-11' 9-2 110 8-4 - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE 115 6'-2' 7'-3' 8'-4' 8'-it' 115 8'-2" 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1t+; 'L2+', 'i1-'AND 2x --128...— A'-I - - =T2 -78--7— -11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-IO' b'-8` 8'-G" 8'^5' 125 7'-16- 6"-8` ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5' T-10" 8'-1' 130 7'-B' 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9- 7'-9- 135 7'-r W-2- SPACING. 140 T-5' S'-11' 7'-7" 7'-6" 140 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 'j._3. ...5.-�=. 7'-5- 7'-3' 145 7'-3' 5'-9- TO GLASS 150 7•-2' .,_5'-T T-4- -i-1-c" 150 7'-2- 5'•-T 155 7'-0- 5'-5- T-2- 6'-9- 155 T-D- 5'-5' 1 THRU 3 1" 160 W-11" W-2- 7•-1' 6'-7" 160 W-11" 165 W-10' W-1- 7'-0' 6'-4` 165 6'-10' 5'-1` 170 6'-g- a'-t 1" 6'-11- W-2- 170 b-^9" V-11- 175 -7' a'-9' 6'-9' 6"-D' 175 6•-7' 4'-9. �' ) H BLADE W T80 8'-b' 4'-8' 6'-8' S'-10" 180 6'-6' 4'-e' 185 6'-S- 4'-6- 6'-7• 5'-8' 185 b'-5' 4'-6- 190 6'-4' 4'-5' 6'^6' 51-6" ISO W-4- 4'-S- 195 W-3' 4'-3" 6'-S" 5'-5' 195 6'-3` 4'-3" 200 W-2- 4'-2' W-4' S'-3' 200 16r, —4.-_'-,2�-y� zo5 b'-r 4' 1• s'-3" 5'-1" zos a-r Jlrui "'�+.�_ FLORIDA BUILDING 040E{IIfOn High Velocity NurrtcOne Zane 1, 1512017 EASTERN METAL SUPPLY,INC. .. •.. / �.. 02017'TILTECO,INC, {� ,,'y�P`'�jcErus '`9* B RT A T/TTA /Ii A■ .1 . 1■ Accordion Shutter System L .0 O 1 RI c- H.Y RAN#f W/OR W/0 KV u+ADW MADE TILUT TESTING''& ENGINEERING COMPANY American Shutter Systems EY.N DCSCAWTION DATE DRAWN U*U52V. L.C. Association, Inc. I OLD 15-085 )7/2711 DATE: 07/27/17 Irl 6355 FIN.36+3,.5L.St..305.NRCRU WOUSs RDRI A 3310 4268 Westroads Drive z Phoma:(305)071-1530.Faa:(305)871-*31 DRAWING No f` \C 51 a-mai:tRacoOoalcom West Palm Beach, FL 33407 3 sS•.........•��I,E Ee-0006719 , 17—'107 /�6�Al- II WALTER A TILUT I P.1: 6tAli +'II FLORIDA t&.If 44167 5 SHEET P.E, SEAL/51VA`tURE/DATE 6 11 OF 20 L_ Al c\t aIi t'.\ \ ... Jt\ Mi' •: • t\ :�li M •\ Cal " •� • 'at a •�• Imo° :fir .r 'ri• i - • .r IY •.°. .- 0 .a����r,i�+ ((ail�.�Y.Tilla�tiTl�gatB� • '(7 :1 r i '1 e Q ~ r�� �. � � � filmylii-x• •'pull,. EN1`�m®(m F3YCnC�®��� 11�C�!® E [� t3� t��tLi��{FlEiff�®tE1� + dmRQyan [dl� ��Qddaapp��mooppQ�QpO�a 0� dORaQ an [i m QAppp p pi�Em�t�[aQ[� p EOO •• EdQ� tL�EdQQ�OY7m1Y�ii�QOC�L�I�tLtE�l[�� 0 [� • E E�[� [� mMan E In �7Q[�r�iam QQ 6�mQ7QOAn almpG7Epaa�dEfrl O rladQElF7 MW manno EEE an E Run, in EEoE E� nloQEoina�iaan� raOOK! 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SCHEDULE FORA GIVEN MAX, SHUTTER SPAN A.S0 DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDiNG MOUNTING 'TYPE FOR CONCREM OR CONCRETE BLOCK INSTAL MONS (SEE UMITINGH 1.J.K&L ON SHEET 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND (I)WALK OVER Et 1 TRENCH JQRAINGUARD MOUNTING (R)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR SPAN u47tt - TAPCON WITH ADVANCED ( OEM NIMT 1 M1WG Aso.OL42!NEUff+E t PATCIG(9 SA D6rJ4 ftEGi>!,E PA6SIOE R41WG{pt OES+4T1 I�G4TNC FPdSARE IGNG(ptl 30 48 80 75 9D 120 I60 205 3a 40 50 75 90 126 160 205 3D 40 60 7S 40 120 160 285 30 40 60 75 a0 120 150 205 iHREA61"ORM TECHNOLOGY 14 12 10 -8 tl tl 6 6 12 12 12' 12 12 13 63 7 7 7 7 7 7 SS 5 5 S S 5 5 5 5 ALL POINTS crDLiD.-SE(' 3*-0• 14 12 50 B 8 $ 8 8 12 t2 12 i2 12 i2 9.5 7 7 7 7 7 7 7 T 7 5 S 5 S 5 5 5 5 R LESS 14 12 14 9 8 8 6 6, 1Z 12 12 12 0.5 8 6 43 7 7 7 7 7 7 7 0.5 5 5 5 6 3 5 0 5 BLUE TAP 14 12 10 a $ 5 6- 6 12 12 12 12 12 10 75 a 7 7 7 7 7 1 J 7 S s 5 5 s .S S S TAPPER+ 14 12 10 9 B 8 B 8 12 12 12 /2 Its 55 05. 5 7 7 7 7 7 7 5A 1 5 5 5 S 3 5 S 4 4,-0. l4 12 f0 B B e 8 6 12 12 12 12 12 9,5 7 15 7 7 7 7 7 7 7 7 S S 5 S S S 5 5 14 12 t0 9 8 a 0 d 12 12 12 93 B 5 43 3.5 7 7 7 7 7 7 65 S 5 5 S 5 5 S 5 5 14 12 10 9 a 0 6 6 17 12 12 12 10 T5 3,5 1 7 7 7 7 7 T 7 5,5 S 5 5 5 S S 5 5 li l2 10 9 8 8 6 8 i2 12 12 ti 0' 7 S 4 7 T 7 7 7 55 4 3 5 5 5 5 S 5 4 J 5,^0• 14 12 10 9 B $ B '6 12 12 12 12 10 7,5 5.5 4 7 7 T 7 7 Y 7 7 S 5 S 5 5. 5 a S 14 12 t0 8 8 6 6 6 t2 12 9A 75 5 4.5 7 7 7 7 7 7 5 33 5 5 S S. 5 5 5 4 It 12 rD 9 $ 8 6 6 t2 12 12 95 8 B 43 - 7 7 7 7 7 7 ILS 4 5 5 5 5 5 5 5 4 i< SEE ANCHOR 14 12 10 9 8 B 6 6 12 12 1.5 9 7.5 S.S 4 3 7 7 7 7 7-7-5 15 - -57T--r S 5 4.5 35 - SPECIFICATIONS fi,-O• 14 t2 10 9 B 8 6 6 t2 12 s2 ID B 5 4.S 15- 7 T 7 7 T 7 7 7 5 5 5 5 s s 5 5 ON SHEEP 13 14 12 /0 9 B 8 6 6 12 12 8 6 5 4 3 - 7 7 7 J 7 53 4 - 5 5 5 b 5 6 4 J 44 12 40 9 8 8 6 6 12 12 t0 a 63 5 T5 - T 7 7 7 5 45 - 3 S 5 S 5 5 4.5 - 14 12 10 9 8 5 8 6 t2 12 10 8 as 5 35 - 7 7 7 55 5.5 4 - - 5 5 S 5 5 4 3 - 7,-0• 14 12 70 9 8 s 6 B' 12 t2 LZ 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 S S 5 S 5 5 14 12 t0 9 8 6 '6 6 12 10 L5 5 43 3 - - 7 7 7 7 65 5 3 - 5 5 5 S S S 3.5 J 14 12. 10 9 B a 6 B 12 t2 05 7 5.S - 7 7 7 7 7 5 - - 5 S 3 5' S 5 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 i0 9 8 8 6 t2 12 8.S 7 5 ll,4 - - T T 7 53 45 3 - - S 5 S 5 4:5 35 - - PSF A.S,D DEIGN PRESSURE 8`-O• 14 12 10 8 e 6 6 - 12 12 105 75 6 S - 7 T 7 7 7 7 7 4 5 5 5 5 s s 5 5 RATING & FOR SPANS PER 4 12 10 9 8 6 6 - 12 4 5 45 4 3 - - 7 T T 7 5S 4 - - 5 s 5 S 5 t 3 - SCHEDULE #3, SHEET 11 14 12 IO 9 B 8 5 - 12 111 75 6 S 75 - - 7 7 7 75 6 4.5 - - 5 5 5 S 5 4.5 - - 14 12 l0 9 8 8 - - 12 1.5 75 B 5 3AI- - 7 7 BS 5 4 - - - 5 5 5 5 4 3 - - 9,_O• t4 12 O 9 6 8 - t2 12 as 6.5 3.S 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 S S 14 12 10 9 8 8 - 0.5 B 5 4 3.3 :# - 7 7 7 B S 35 - T4 t2 t0 4 8 8 - 12 10 63 5 45 - - - 7 7 7 83 5.5 - - 5 5 5 5 5 4 - t4 12 10 0 5 8 - - 12 05 7 SS 4S 33 - - 7 7 S.S 4S 33 - - - 5 5 5 4.5 33 - - - t0,-O.14 t2 10 9 5 8 - - 12 It 83 6 5 3.5 - 7 7 7 7 7 7 45 - 5 5 S S 5 3 5 4.5 /4 12 10 9 8 8 - 9.5 7 45 35 3 - - 7 7 7 5.S 4.5 - - - 5 S 5 5 4.5'3.6 - 14 12 10 9 B 8 - 12 9 B 5 4 - - - 7 7 7 8 S - - S 5 514.51513 - 14 14 t2 F0 9 8 B - - 12 95 5 5 4 J - - 7 7 S 4 3 - - - S 5 S 4 3.511�-012 tD 12 10 7 5.5 4.533 - - 7 7 7 7 7 7 JS - S S S 5 S 4 /,�.^{��� (•'"��( [A�tt t2 /0 B e 5 - - BS 8a . 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IJ ., - - - - S s 45 - - - - - FLORIDA BUILDING CODE{Nan High Velocity Hurricane, Zone' 44,IV:r• .....,,.•` /J."wV 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC V ; ��CENS� .,✓fs BERTHA H TM A. '`.S.A. Accordion Shutter System KV.BLADE#1 Wf CR W/0 H.V.NWNOON BLADE TILUT TESTING 4 ENGINEERING COMPANY American Shutter Systems qrv.t10 DESC6taH5H DATE I DRAWN$n Lc. vvtr' y 9355 H.W.36u St.Sic 305,tRS:M WDI S,fWADA 3314 Association, Inc. t OLD 15-08$ 17/27/1704550E 07f27f17 O•••'C/ t 'hoax:(303)871-1530.Poa:(105)871-1531 4268 Westraads Drive 2 DRAWING No I al t'•; u^ �5�,1 o-mou:tatacao0al.aoo West Petra Beach, FL 33407 3 �tt?ll,t E8-0008759 4 17-107 WALTER A'0WT J,Rr FL=OA Ui,i 44157 s SHEET P.E. SJX/43MNAYURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING AND C RR G ONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX.SHUTTER SPAN, NEGATIVE A•S D. 6 SiGN PRESSURE RATING AND A CORRESPONDING MDUNT{NG TYPE. (SEE MOUNTINGS ON SHEETS 18&17). !=-3 L-_J E3 !_:E3;TF ;;Z AT 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. COX 2 W/MIN.pG-D.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M0k1 a 050 W/ W/ MIN. VO.43 W1 MIN. G=0.36 SPAN 6 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T W� MOUNTINGS B.O. WALL MOUNTINGS 8,0,WALL MOUNTINGS B.O. WALL MOUNTINGSM, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS P & O S&v S &V S do v IN X W & X W & X oE97t.RURt t8TSUf RFA.(tiJ tE9711i6A1Y[FIL4fE FAw(a+J tL90l KTNM1T Rear UR;0A wa WffL.4"M 9"Wq LSR om ILT:15L REMR rAw(4 kil 16171 K=I=ALRC lr0)dA LL071 WAIMF KMS FAX W')M OTAI KM KWI RUN WQ da IIMIX 9W.FRTUE FARC W 445 Riot MWX MR"RM 04 30 4 050 80 75 80 30 40 60 75 g0 05 30 40160175 90 05 30 40 6O 75 90 05 30 40160 75 90 05 30.40 60175 90 05 30 40 60 75 90 O5 30 40 60 7590 05 30 40 SO 75 90 1105 30 40 60 75 90 105. 12 10 1019 8 8 6 6 616 6 6 12 t4 I lei 9 18 IS 6 6 6 6 6 1 6 12 10 10 9 8 a 6 6 6 6 16 16 a S 414 4 13 12 12 12 112 112 112 12 12 12 12 12112 12 12 12 12 12 12 4'-0• 2 10 10 9 8 8 6 6 6 6 6 6 t2 10 1019 8 9 6 6 6 8 6 6 12 to 10 9 6 8 6 6 6 6 6 6 fi 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 /2 12 12 12 12 12 12 10 10 9 8 8 6 6 fi b 6 5.5 12 10 1019 8 8 6 6 6 6 '6 5 12 10 10 9 8 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 04 8•-0' 12 ID 10 9 8 6.5 6. 6 6 8 5,5 4.5 12 10 10 9 8 5 G 6 6 .5 5 4,5 12 10 10 9 6 3.5 6 6 8 6 5 4.$ 6 5 4 4 i5 - 12 12 12 f2 12 12 12 12 IZ 12 12 12 12 12 12 12 10 0.5 T..O' 12 t0 10 9 6.5 4 6 6 6 4S 4 12 O 10 9 5 3 8 6 6 5 A 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3S 6 S 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 8,58.5 7_5 12 10 10 Z5 4.5 3 6 6 6 5 4 3.5 12 10 10 8 J.5 - 6 6 5 .S 3.5 7-12-10 10 4 - - 6 8 5 .5 3,5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12�� 1.5 9 7.5 6,5 12 YO t0 5 i5 - 8 6 5,5 .5 i5 2 12 10 9 4 - - 6 6 4S 4 3 3 12 to 4 3 - - 6 6 4,5 4 3 3 6 5 3.5- - - 12 12 12 12 12 tO. i2 t2 12[71 9.5 8.5 12 72 10 8 6.5 S t2 10 7.5 4 - - 8 6 5 4 J 12 10 6 3 - - 6 6 4 .5 3 I2 10 3 ^ - - 6 G 4 .S 3 - 6 5 - - - - }212 12 12 1.59.5 12 12 12 8,5 7.5 12 12 9 7 6 5 }V-O' 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 d,5 12 12 12 B 7 12 f2 a 6.5 5.5 4.5 12 10 4,5 - - - 6 6 4 - - - 12 10 3.5 - - 6 5 J.5- - _ 12 10 - - - - 6 5 i5- - - 8 5 - - - 12 12 12 IS 9.5 8 12 12 11 12 1.57S 6 5J_4 I210 - - 6 6 - - - - 12 10 ^ - - - 8 4.5 - - - t2 7S - - - - 6 4,5 - - - B 4.5 - - - t2 52 12 10 8.5 7.5 12 12 106.5 5.5 12 O.5 7 5.5 4St4'-0' 12 - - 5.5 - - - t2 7 - - - S.5 4.5 - t2 7 - - - - 5.5 4.5 - - - 6 3 - - t2 12 12 9.5 8 6 12 12 9.5 6 d.5 12 9.5 8.5 5 4 12 - G - t2 - - - - '- S - - - - 12 - - - - 5 - - - 6 - - - 212iT 9 7. 2 /24 12 4 6 5 416`-0' 12 - - 8 - - 12 - - - - - 5 - 11. - - - - 5 �- - - G - - - - 12 t2 10. 8.5 6.5 4 f2 12 8 5 3 11. .5 5.5 4.5 3.5 HV BLADE OR n HV BLADE Wj HVWiNDO`Al BLADE WORKING iN UNISON* •SEE wghylovs or USE rCA 91A0_Cu ON MCEf 19 t NOTES ON ANCHORS REQUIREMENTS* WOAD SUBSTRATES. I.ANCHORS To WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: A SUBSTRATE SHALL CONSIST OF TIRE FOLLOWING: -SOUTHERN PINE N.,2 W/G-OM(N.M$) 1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILCEX. W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50 OLD.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.O.&) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36 -MIN. 1/2'COX PLYWOOD(1986 APA) 2,ANCHORS 10 HOLLOW COUNG SHALL BE AS PER MOUNTING TYPE U.SNEER 17 AND V%1L CONSIST OF LAD SCAVNS AS PER NOS 2015 SPECIFICADONS, I ANCHORS SSS BE IINNSTA LED FOLLOWING ALN.OF THE RECOMMENDATIONS A7D SPECIFICATIONS OF THE CHOR'S)fAAArAn""�„� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T 02017 ritTECO.INCA EASTERN TERN METAL SUPPLY.INC. 1t1y1L�Q� .......... �„Y '•'uCENS�''••,`�� AL.�■�.�■ BERTHA HVTM Accordion Shutter System 4 1�lr�rr�r C 1NG. Itv.131.ADE#t w/OR w/0 H.v WtN00N BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy319mS Rev.N DESCRIPTION GATE GAREEGRArrt1 9Y: 4 c t• 1 x' Association, Inc. I- OLD 15-085 7127/1 O.T, 07!27/17 Y Bass arr.Sam.SL.$te.3m,wRcrxA H9,rLGRDA s3ta �' Phoo.:(305)871-1530.Foe:(305)871-1531 4265 Westroads Drive = DRAWING No _r, -•AAryY !Y!; �`4 t4� o Mdt talaaooaawm West Palm Beach, FL 33407 3 1'i'07 ( `IL1Y WALTER A T�ILUTi4,P.E. 4 4 t++t FLORIDA tic.J 44167 5 SHEET P.E. SE/L/3I6tdAlttRE/DATE 6 15 OF 20 i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 2 HV* BLADES (AS APPLICABLE. MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE 1 ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LQAI! FOR INSTALLATION WI H BLADE Cl)& 9 WORKING IN UNISON V4�11 1%0.11 OR EQ 2'IJIN.— A ON 4'xb" EXISTING EQ ED ADVANCED WOOD 1.1142M REQUIRED, EDGE IF APPLICABLE) THREADIFORM TECHNOLOGY STRUCTURAL ADEQUACY- 2 t/4'0-20.3/4*S.S. BEAM rf OF THREADED AREA 70 PHILLIPS TRUSS HEAD To BE I i? W/I OF 11 By RIF/AD*E Uh'PENETRATION EASCERTIFIEDNO EXISTING WOOD HEADER MACHINE SCREWS EXISTING WOOD (SEE SCHEDULE REGISTERED ENGINEER OR )N SHEET I W/ 1/4--20 NUTS ARCHITECT FIR T"OR TO TRUSSES OR AA' on RAFTER 0 24' 0 12'O.C, SHUTTER INSat 19 1/2- D.C.REOUTRED -E0 F! OR TAPCON OR EXISTING SOFFIT 0 10P�.N WITH ADVANCED • —3/4*U*.�7HK. 257- THREADFORM TECHNOLOGY "'i PENETRATION ED ED-, W/I 14x3/4 —1.4'.1/8'CONT. M.TUBE 1/2 E OF THREADED AREA 10 EQ &MIS. OPTIORAL MST MOD HEADER. 0 6'O'C' 1 (6063-76 ALLOY)W1 16*0 LAD SCREWS TO (SEE ING or @ or @ V.1511'RAFTER OR TRUSS SCHEDULE ON SHEET 15) -S @ or LOCATE LAG SCREWS AT 1 UICWDTH OF EXIST C WOOD EXISTING MIN 2.4" MEMBER,(2"Uh VNGIVINAL EXISTING­4 HEADER REQ`O It OPEN HOLE AT EACH WIM)W/2'Mh CLASS 11 MIN*SEPARATION TO CLASS XISTING STUD TO ACCEPT PENETRATION OF THREADED SCHEDULE ON SHEET I I C '/6.0 LAG SCREW AREA.VAUD FOR 11 OF TUBE, INSTALLAIICHS WITH 72p3t CLASS AT CENTE MAX A.S.O.DESIGN LOAD AND UN,SIPARCIOU EXISTING 0I=.SPAN,THIS M c-ISS(SEX I , INSTALLATION IS ONLY VALID HEADER INSTALLATION So. GLASS---- To=S ISM, HY WALL H 0470 ♦ 1 mat"at seu j FOR WOOD W/MIN, FIC 11 rat DlA)E OR I I rat wzEtD9`o SPECI *I SHW tog CH SHM 19 9 .50 As DOUGLAS UACM 0& BADMM& FIR OR SOUTHERN PINE t-SEE SHEET 4 FOR IYPICCAL ER ASUMBLY I (DOR(W GGpAVElrBAOF 0 2-MOUNTINIC SECTIONS CAN 1111"CV02M )HV CEILING INSTALLATI& IN ANY WAY TO SUIT 00 INSTALLATION. I UK SEPAMIM UU BY CEILIN I G I LAT 0 YI I TO QAZ(SEE OR SE MIN. $*4aXXE at SICU PARATION MIN,SEPARATION TO CLASS EXISTING TO GLASS (SEE SCHEDULE ON SHEET If)— —N wMa& (SCE SCHEDULE (D ION SHEET 1) ANALMBNlATE CH LOCATION EXISTING r WALL— eta uINHEX GLASS—WASHER HEAD TEK 2".6'VIN.WOOC DECK REQUIRED 13 R 2'.5,MIN.WOO ol, SCREWS a 12 (140 FINISH DECK REQUIRED(N ALLOWED) E 2' EDGE OF DECK EDGE OF PECK 19 OF IF APPLICABLE ED IF APPL LE DECK IF APPLICABLE !q L 1/4'0 20;3US4S S.S. 1 1/4'11 TAPCON OR PHILLIPS HEAD _2" it 1/4-0 TAPCON OR TAPCON VaTH ADVANCED TAPCON WITH ADVANCED MACHINE SCREWS 2'.4-COUT. THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/I I/2 L-2' 'LL-SILL PLATE 11 t/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM. V// 1 1/2-M4&PENETRATION 0 12"D.C. TECHNOLOGY W/ 1 1/2'Min,PENETRAT414 Of THREADED PENETRATION OF THREA,3ED, REO'D OF THREADED AREA 10 AREA TO EXISTING W003 HEADER.(SEE AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADERw SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET 15) USE FOR HV WALK—OVER INSTALLATION OV IJV WALL SILL INSTALLATION Zy,,9 &HY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: L �11E .......... 02017 TILTEOD'lflc� 0,2017 EASTERN METAL SUPPLY,INC. BERTHA WIT Accordion Shutter System Ti LM FEO�lm C. A.S.S.A. N.Y.Ell-ADE#1 W/OR W10 KV.,WINDW BLADE American Shutter Systems 4EV.N� MCRIPTION DATE MWN Or. LC, TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DAIE. 07/27/17 6355aw.36 w.I(J05)871-1530.Fax;(305)871-1531 4265 Westroods Drive 2 —DRAWING No _MN fit-006140. West Palm Beach, FL 33407 3 EB-000671 ANAL VO""It 0 WALTER 4 TILUT 11,P.E.E. 4 17-107 FLOftA 111,1 44167 5 SHEET [P.E. S'EAL/§U&i�E/DATE 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 51U0`+RCOb. Yat•UN.wwo 2'+4'wet s r`ittbt RfQb. / r(As APKXA0t.0 "J�OR0 e•QC. i 'AOCA SNOS. t i -U,n l - / i i / Vs u'vueFsln 1n377uld dugs )' Ptmato tN LI44S 065f. —[1BS11NG GIAtiT' tExlsftt:4 aL45S ( j ; CMM Cuss _ j \ f/ ! I urt 9Fl.Wmlt Po.r•9:p'� 1 '. , i Ido%TAFFBaI '•�I/]•Wi,cox 10 fLIL'd[� Mel sLPA°FTXN 1tlt:TPNWILN m aAS*3 tstf vLr�;a(w. �smEr a!am m oras(atFM WM //arm a am tjle•:3• 'u+s[3Yw r�xa tl [ai ama3e. 1/�' I�I132a Eplu[lrla ( iiuu aadmdi� roa9+ +h•rKiiv°Bp aMs04+fjF wu - a!�txr 99 �F7 a!am wf�R TE t6InNSN + RAMC78Qysu5.R4... • SSPESEE RTA1 x roll .1 OR��'; SEE 0weCoNfaCTIM4 mluacs f.,6.Ca).a•e.(1y11.« NM-04- 5. 15 rusts 6.7 e 1•' .�'. •�•€�-f�•v 3 +�•6�'1�•f#''n''1�• •t�- O C7-.N•{�- �4'�"C�✓•f��f�•6• a 9 e v p.d.©.°U�i.ys. g^g'3.0 r��•�• �e•q•�p.``�•j•° - 'L.�SeS�p- C>i- (9.0.0.04-a- 0-6 (7 f3 ts•��•J e. p•�,�.�.�.p, �'�•63•C9.O•G• e. s.1 . 0 Ld«�fY•1�•�•Si' CZ3 END CONNECTION QETAIL END CONNECTION DETAIL FEND CONNECTION DETAIL END CONNECTION DETAIL 0, _ £p"y{!hC •Xfa1AEfl OMY l04 SFihS CRGIt[R M+.6 tY•.0• 2"at•YGt N !.-,1fs rIKON.v:CNai4 IjtY 7+F�N A /idittY 545. •� STIR13 REaO b/1 1/2•we 016 dC. [YISII60 CAW j Fv`rw roN d 12'0Z. FeNESRAWa O n O.C. it . 1 ld tum(tE2 i SEE UM ATIONS OF USE FOR s/2•w.x SCHUIL.aN Dell 4 BLADE to ON SHEET 19 tai JFWNOai ` .. II fM aAOE IDHa 10 ILtE(51[ + x[puEal4m -{� t aers�x� � „ren 1)6E s7.•a I' - aN am is raR 1/Y Y (t iOR, • 5 !��/�ir�j�• , `- j!l ` f \�I COR 1A• �• J? '4__ d 011. ,Cy«�,p•gry�,{• ruL ry rsR r.4 UIM%-2 VIEW Y mms wro Friv PLAN C47 C�•t9 f3 �3 (a}!g•°`O' DETAIL X END CONNECTION DETAIL Q+ END CONNECTION__DETAIL 12 FLORIDA BUILDIhtG CODE Non High Velocity Hurricane Zone t t11_s •• 03017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, BERTHA HVTM A A Accordion Shutter System 1 N L E C.V C. ■ ■ ■ rr FLY MADE#t Wj OR W10 KV.WINDDN RADE `. American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y ev.x pE5(RIPTIOl1 oAT[ Oam!M. LC. `•.,rO' v 8333 RW,3dU.St.St..SOS•HR64:N.CiftOETNs,i16R.�1 3N6I All Association, Inc, i OLD 15-085 7727/1 PATE; 07727/17 Pnorw:(305)071-1530.rdl:($09)071-1531 4268 Westroods+Mve 3 DRAWING No UPS, "••• .�t� d�m re-1mo o e`Com West Palm Beach, FL 33407 3 17-107 7•"«107 +�•''.OAIAL•E� WALTER A.TILUT P.E. SEALjSIGNATURE/DATE FwROA N C. •ai67 5 SHEET s- 1$OF 20 �,�}� �p�y} °1t b°''+✓�""�3t'"� •GENERAL,jJMMMONS AND CONDITIONS OF USE FOR BERTHA n1HV RIADF WORKING IN A G UNISON WE Hy wiV t.WX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 P,a.t. 2.MAX,SHUTTER SPAN;96" 3,ALLOWED MOUNTINGS:A.D.G&H ON SHEDS 6,7;AS WELL AS MOUNDNGS M.0.T,U&W ON SHEETS t6&17. £ ,.-� .'-s ONLY CENTERMATE9 21 (DOTH W/ A OR )ARE ALLOWED WITH I1 5 r— 410RI�S! Ct'11 ARR.M.07 A OR DP G LA9OUT,IN CASE OF OPPOSING fEl�fila N v OhOUT, MUST 8E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 5. E. TVP.EA.END • • ♦ ♦ r • "' (•i " �" (3(A) L )FOR PE C1A151ULL ONLY ALLOW A MAk N H EE 3 OPENINGS J � {3"0(ROLES)FOR ,�4 PERV=1 AT SPACINGS SHOWN ON SHEET i. ` /�2�� (e)MW,CLFi1PAUICE FMS,!TOP OR BOTTOM EDGE OF W WINDOW S ADE L.y^ MAX.5 WINDOWS a • ♦ ♦ + "' "' ' "' ' OF ANY 3•Ni HOLE FOR 4 SHAD,BE 12', ALLOWED I T HV WINDOW GIME� " (C)FIRST OR RUDE tIOMiltG OUT FROM STARTERS AT ENDS MAY BE IN �/=,.,1! �•" WINDOW BtME� t, (0)t{y WINDOW ELME i©RUST DE USED ALTERNATE 70 A SOLID HV INFO 10 p THROUGHOUT SHUTTER'S WIDTH. l • ♦ • • • • � ' "'y "" " BIACE 1 114 AT EITHER SIDE Of THEM.S" I ALWAYS BE INSTALLED ADJACENT TO A SOLID!N qq3 ` 4T " (F)POLYCARSO`ATE NY WINDOW+may SHAUL BE INSTALLED SO TW TABS FACE SEE END L THE INTERIOR OF THE OPENING 6 G PROTECTED.HY W;NWW(A&MUST BE CONNECTION • • ♦ ' g 4 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PRONGED BY ASSA, OCTALiS ON SHEETS 3Y '' /", "' INC. IO& IS TVP, A ag FULL HEIGHT. 1 ' 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME (RSA` BUILDINGS ON SHEET t5,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P C8 ^' 1 &2 ABOVE). a ..� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTI}POURED tv CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ASOVE). D.WGMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: , I(SEE PLAN FOR REQUIREMENTS) U H SG?`"TYP TOP&BOTTOM y/ p;( oa - WIND 20N€ MINIMUM SEPARATION TO CLASS ---:.NUMBED WIDTH "I t THRU 3 ELEVATION LUL SEPARATION TO CLASS — EXISTR GLASS-} J113 EE Sq''INLE ON SH J 11 FCR E4ACEa 4 6.25• I.____ ——- oN nns SNLEr FCR EaADEs(ij e(�__.._______._w____ _ __,._.__ �____ ._ ______________ � TVP. �. \ \ j� � ��`j C', �\ \ AV E ;y ILVI T SYMIAEIRXR:� NTERMATES 2a @ .,,` �/f t Lwnu�d wf 2�a OR 5 AND Yi/OS(SE NOTE 4 ABOVE) ~ PLAN ' \ 2t "' ' j1 J TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* yLNL'ETrrYAAT!?r.'� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `IAtTT�"`���y,V EN$F••,N�� 02017 TILTECO,INC, A PJ 7017 EASTERN METAL HASUPPLY. BERTVTM C ILL E C,O �K�. A■ ■S�IyL■ Accorrdiion Shutter System : r KV.MAX AL1 W/OR W/0 KV.WINDOW Bl4DE American Shutter Systems icy.H DESCRIPTION DATE DRAWN Or.' CC NECOMPANY TIWT TESTING ENGINEERING CMPY Z68 W stro ds Inc.ri + OLD t5-Das ?fzxtt, DATE: D7J27ft7 �,..: 6355 H.W.3aRt sl.sNa Sas,uaacNtA cMNoaNs.FLQR£1A 331 - -. ........w r��1-p Pbone:(305)871-1530.FQ.:(305)071-1351 4268 Wastroods Drive 2 DRAWING No 'Mal:IiLe;oa4a.cRm West Palm Beach, EL 33407 3 •_`5'faNAL �, ED-0006719 4 17-107 "„ WALTER IL TILUT Ur.P.E. FLORIDA 11 E 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 L� _ 6-K, 1jMa�_a�0335Ga M;;,, VARIES INSTALLATIONS WZ (j) HV $LADE & HV CENTERMATES , -�2.DOD-MG=. MIA.G-60 S AT 16'STEELO 2'Mn.. INTO METAL STUD WALLS METAL SHOE AT 16'a.C, W 43b y . ' --------- 0 6 O.c. d0 41Ci o a4 '- -- --' 1/2- a7s' * 34 1/4"0 NOMINAL W Z/ DENERAL LIMITATIONS AND CONDITIONS OF USEALUMINUM SLEEVE x - C 3-- 606TS ALLOY 1 3/4-.6 1/4'x 0.035'THICK M:n.1 430 - 430 12 r 1� SYSTEM INSTALLATION TO ME.T'Al STUD WALLS CONT.GM.V.STEEL MACK CHANNEL, 0 6'O,C.. 0 6.O.C. / Asn A-653 GRADE.0 Min.0-60 I T---1 SEPARATION TO QLMS SCHEDULE 3•Dao' GALVANIZED FASTENED TO Enos I ! 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 Mox. wj{2)X6.1/2'TEK scRlws ON Exlm»G FINISH 38 {psf) IMERIOR�EXIERIGR FACE AS APPUCAIILE 1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I a ASTM E 1996 SEPARATION 43c LENOTH 1- ," MIN.SEPARATION 3. ALLOWED MOUNTING: MS:ON THIS SHEET. TO GLASS Ex1snN0 c1Ass (SEETO 50 DOLE ) 431/4"0-20X3" BOLT 0 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 i" MUST PENETRATE 3c 1` WITH 2i ARRANGED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/1'.G 1/4-.0.035'THICK M:n. EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250- 6F -41,-M' ' COUT.GALV.SIEEL TRACK CHANNEL. AS APPLICABLE I( CENTERMATE. a,�„0" ----r. AStM A-653 GRADE 40 Min,0-60 , G GAWAtQED FASTEIIED To SPUDS W/(2) .1/2-TEK SCREWS ON 1 43c daoT-- +6 1NTER*R&EXTERIOR FACE 0 6'D.C. 0 6'O.C. ' 1/4.0-20 THREADS ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43G ( leg ELCO CONSTRUM014 1/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1 (� O PRODUCTS FAe-L0K HD ,.8'x 1 1/2".0.035'THICK N' . :.VARIES 0 6" D.C. COMPONENTS 'Min,ASTM A-653 GRADE+0 .. 2:.;,6,ta'M;.,• '' A M(n.c-so GALV.STEEL i• ••,I MS WALL HEADER SILL INSTALLATION _ METAL STUDS AT 16.OC.. Min. :I..:<:'.,°,;.'., HEADER/SILL ` ETOSTICIo FINISH AS APPLICABLE SCALE, 3j0"= 1` { (TYP.TOP&BOTTOM) V4 VA t1..——�,—— —- .—- — —————..———— 1+ _ ——.� 1 3/4'.6 1/4'x 0.035'THICK Lin. I AL4•EXI5TINC CLASS .. ^ _ _ i - /CONT.GALV.STEEL TRACK CHANNEL 7 ASTIA A-653 GRADE 40 Min.0-60 , - J GALVA.N¢EO FASTENED TO STUDS "+ " I I �' i " r V W/(2)#6x1/2'TEK SCREWS ON SYAIME�125CAL SYMMETf2YCAL MIN.SEPARANON VARI£s + !! 43a 436 43G ! _ _ i WiTER10R d E17ERiDR FACE 'CENTERMATES W/ CENTERMATES W/ ! To class 2' I '•�+ r j i I r i ••i i I ' I i (SEE SCHEDULE) MLAI :, i ! ! ! EXTERIOR ACCESS SIDE; ; ; >INTERIOR ACCESS SIRE ! ! i S 4 ____----_-_-_-__---_,..._ _--__ ---- --------------------------- -----_ �- ___------_-----__ __-----, ----_ ----_ __-__ 6•(T`p�) IN 3 is"Min. 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L,C. r�'f•�r� ; 6355 N.W.arts.SL,s,.,ads.i1RMMk-CAR=S,iiLLRIIA 7NE Association, Ind. i OLD 15-085 7/27/) DATE: 07/27jT1 •'��_—yFR4G-t.+ ,� Pnone s(305)671-1530,Fox:(305)871-1531 4268 WDstroads Drive 2 DRAWING Na a-m sh Vlt�**}C.m West Poim� Beach, FL 33407 a:`,ZOR10,.: �� 17-107 ,q WALTER 4 A TKL1T J'.P,E. 4 P.E. St7j Ait7 EJDATE ELM,1x l+{167 6 SHEET0 OF 20 I