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HomeMy WebLinkAboutProduct Approvals 1/21/2020 Florida Building Code Online BCIS Home Log In j User Registration ! Hot Topics I Submit Surcharge 1 Stats&Facts Publications Contact Us 3 SCIS Site Map Links Search ! Florida u I Product Approval li "".USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail' yr FL# FL389-R9 Application Type Revision Code Version 2017 N Application Status Approved SGC/P OPS O�� i it Comments C'o did 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 REVIEWEDOR Quality Assurance Representative Address/Phone/Email CODE COMPLIANCE ST. LUCIE COUNTY Category Shutters tea Subcategory Accordion ®C Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. � � � Evaluation Report D4 . I. Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 j 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. DRI WING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-1018 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 t TAS 201, 202,203 1994 Equivalence of Product Standards Certified By https.//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code �� R�eFj�Fo Product Approval Method Method 1 Option D ps jun ��7��0 r 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 +64-64 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 mits 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.,ZINC. 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 Next Contact Us::2601 Blair Stone Road,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 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: r https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 - GENERAL--NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS 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 KOH VELOCITYHURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER sEcnoR 1820 OF THE ABOVE MENTIONED COOS.FOR A BASIC WIND SPEED REQUIRED BY THE,JURISDiCTION WHERE SHUTTER WILL FABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR 0-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15. 19&20, INORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED M A.S.O.DESIGN WIND LOADS AREA t: HV BLADESn & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/140,(A.SZ)DESIGN PRESSURE RATINGS INDICATED ON SHEETS T1 1HRU 15. 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS On THIS P.E.D.,AS TESTED,WERE 140T OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTE14ERS 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS- TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE 0 10214.01-03,#0715.01-03, 11004.01-05,81214.01-05.#031742-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV WINDOW LADE ( 1-A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND 20NES 1. 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE, (WHERE APP LICAULC -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 111 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 BLADED AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAJLS G-I& CONCRETE/BLOCK SHEET 7 3,BERTHA N.V.ACCORDION PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION To TRACKS SHALL BE#]4x2.75*AND #14XI.75*RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NY smrct a STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kul TENSILE STRENGTH,PINS SHALL BE COATED WITH BERM W DACROSHIELD COATING SYSTEM AS LAMUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCL0101,L PINS MOST SEAR THE KV WXRKIP40 ON THEIR READ, 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 19 30.0 kAI AND 35.7 k.1 FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 TO BE STAINLESS 5�ALL SCREWS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 Itzi MIN.YIELD STRENGTH AND 90 l ed MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 S. BOLTS TO BE ASTM A-307 GALVANIZED MEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k5i MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D! 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE 0&a WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U,S.PATENT#5458,179ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET IS METAL SUPPLY,INC, AREA 3: W WINDOW BLADE 0A)ON k 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 SLAVCAULK LY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRILL FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LA13EL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL.W AND HO CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS, AREA 4- RV WINDOW BLADE(1-)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA suimw CODE-ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 2D PLACED FOR EVERY OPENING.LABELING 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12.BERTHA M.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING A140 ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.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,WED Ott THIS P.E.O..PROVIDED HE/SHE DOES NOT GMATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SUM AT SITE is THE CONTRACTOR'S RESPOnauTf, OBTAIN PERMITS IN THE STATE OF FLORIDA (q)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED TWO ENGINEER OR ARCHITECT WHICH WILL BECOME THE FUGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE IT PONSIDLE FOR THE PROPER USE OF THE P40.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SK41 SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL-AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It. FLORIDA BUILDING CODIE(Non High Velocity Hurricane Zone, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ZENS, BERTHA H'VTM Accordion Shutter System =1L ECO INC. A.S.S.A. RV. BLADE #1 W/OR W/O N.V.WNDOIN RADE American Shufler Systems r. . - VESTING & ENGINEERING COMPANY TV.". DESCRIPTION DATE DRAWN BY: LC- a.. It. 6=&w.36M St.,st W6 4,305,TRONA QAADM,FICROA 331w IT Association, Inc. I OLD 15-085 07/27/11 DATE- 07/27/17 Ph— (305)871-1530.Fct.;(305)871-1531 4268 Westroods Drive 2 ——DRA%,jING No • ._�J. 4��, -4 0 R N"-`z,>��' . West Palm Beach, FL 33407 3 ...... CN % — Vi 'It EB-00067194 17-107 WALTER A.t1LUT J,.P.E. $/OIYA'L'C FLORIDA Ut.1 44157 tp.E.-ttAttSIV46RE/DATE SHEET OF 20 If �<!�\�r�_.- 0.4 4' 7. IZ L 4. 437'. 4,857* 4. 05 14V 90'/180' STARTER BY SOUD BLADEHV UNIVERSAL IFLOATER QUALIFIED FOR USE W1 COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE 1, 4HV DIRECT MOUN HV BLADE BV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 KV 6063-76 ALLOY AND TEMPER BLADE(l) *SEE LI ONS OF USE OF BLAO ON .37-r- 60 TEMPER SHEET 19 3,226' 1.500* 6063-t6 ALLOY ARD TEMPER J24"- 67 70 1656, 26' 72 a42 o �u 4.436" ............. 12 137 0,072" (7DHV ADJ. ADAPTER LIP S W/ Hu .920 22 QUALIFIED FOR USE @)HV WALK—OVER TRACK (6)HV ADJ. FLOG TRACK SLADOY AE(D QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK LBLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE Wf FIV ALLOY BLADE(D ONLY. "1-6 BY RAINDUARD 6063-T6 A TEMPER BLADE I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 63-T6 ALLOY A D R :21 VA!�ES 1.936, F I VARIES t.936' 6063-T6 Al 101D, TEMPE 17-08 '093,:4-- 32 9 670 93:-1 1 Al 670 1,686- 0 6, 6,0 •• 7 1 BY-CEILING HEADERH)L8F=AQER/SILL 103 HD CEILING HE QUALIFIED FOR USE I MY ALLOY KV QLADE(D( OWED FOR,USE W/ HV BLAOE(I)ONLY. 6063-TO AL AND TEMPER QUALIFIED FOR USE W1 HV ET HD WALL HEAL) SEE SECTIONS FOR VAUDITY:- ECTIO14S Azgffey QUALIFIED FOR USE W W 6063-T6 ALLOY AND TEMPER 6063-T6 A OY AND TEMPER BLADE I ONLY, 6 TEMPER COMPONENT A a TI T2 x Y t MNL x UK Y&M t 2' 2' 0.125* 1* 11 0.062* 2- 5-UAX. 1/8- I/w 3- 3- lomo- 5-MAX. 0.192- 0.192- 12L SIDE ANGLE AUUMINUM ANGLES 7*-1 M.A I X1 wqo"I 0,,g,,, (r2d CORNER POSTS OR USE W1 HV 0 IFIED FOR JFIEDBFOR USE W1 IIV '\� BLADE W1 IIV BLADE Ql) QUALIFIED Fq SLADE(D &USE W/ HV -76 ALLOY AND BLADE I ONLY. 5*MAX.1 0.11313 606 LLOY AND TEMPER 6063-76 ALLOY AND TEMPER I I FLORIDA BUILDING CODE(Ron High Velocity Run icane Zone i W ti k A. 4, 02017 TILTECD,INC, (a 2017 EASTERN METAL SUPPLY.INC. t 0 . .......... 1 BERTHA HVT,, .. Accordion Shutter System rl L rE / A.S.S.A. KV. DAM#1 W/CR W/O KV.WINDOW BIAX TILLIT TESTING & ENGINEERING COMPANY American Shu"er Sysfems RD.N. DESCRIPTION DATC ORAWN_BY: LC. Assoclaflon, Inc. I OLD 15-085 37127/1? DATE 07/27/17, 8315 W.W.3Mhl SL,Slo,305.%RG24A WOZNS.FWROA 3315b TE op fiP hon* 4268 Westroads Drive I (30$)871-1530.Fe.!(3D5)871-i53I - —DRAWING No .-Mb wt.034w,— West Polm Beach, FL 33407 on .." F up, ,1%�t SO WALTER A.TILLIT Jr.P.E. ♦ — 4 17-107 ".t. 't%' 114 FLOROA Uc.If 44167 $ SHEET PlE.�%, R-AAE/DATE 6 2�OF20 (uI> c a '' M N S T U 'K5'a7'+•-+`{'�1 I. µ1,NDATOt{Y CONDITION fit:ONE HV LOCK2r'_j ar SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN � a�. a OR 12'N011'E ORB O" 2 OF SHUTTER SPA" FOR SPANS UP TO 105',AND FOR INSTA TIONS T ANY ELEUAItoN. HY LOCK or MAYBE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To�OR CENTERMATES W/(2) 114.0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHAD. BE AS INDICA SHUTTER ELEVATION. °P 2.OPTION&.CONnMOH_!1:IF DESI OR FOR SECURITY PURPOSES, UP TO TWO HV @40aLOCKS , OR¢§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERl.IATES Q31 tV LOCATION�I BE AS IN�INDICATED ON TYPICAL SHUTTER ELEVATION. 0-HV VOPTIONAL CONDITIONOWID ONLY WHEN M&UPMRY CONDITION " LIMM MANDATORY CONOMON (7 IS I. �(�I[l H,y LOGKSI: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 51. O oR @• a S BE USED IF DESIRED 70 ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE IMY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. �'a"31`)'.-`.'0-�^^-`IT$QN ;ONE HV LOCK 0i S BE USED AT CORNER R ANY SPAN lit, AND INSTALLATIONS AT ATTY CEVAfi16Mr+iW.{�. HAbk-BE-US U'TSIDE OR INSIDE LOCK, 5 o ATTACHED TO F3 CORNER CENTERMATE W/(2) 1/4 a-2D x 1/2'LONG FLAT HEAD S.S, M.S.TWO LOCKING RODS �x AT TOP& BOTt'OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. • ONE a W ALTERNATE HV LOCK 2f MAY BE USE6IN UEU OF HV LOCK ) or FOR MIY SPAN ANO - . INSTALUG10N5 AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN NSIOE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x.3/4'S.S.THUMBSCREW TO nj OR 19 CENTERMATES SHALL BE MADE V1/ 1/4'0-20x3/4"ALUM. 1 H RNNUT AS SHOWN ON SECTION HVE, SHEET R. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION #3 FQR KE WONE MO{J(�(GIMcT&UTIONS: ONE HV LOCK G or 2'or 23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW Y 2 OF SHUTTER SPAN FOR SPANS UP TO 95',AND FOR INSTALLATIONS AT ANY ELEVATION,IN LOCK t'ar 23 or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 01 or @ SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS�W/(f§ CONNECTK}It j OR S@ TOP AND ROTTOM IS COMPLETELY MANDATORY. DETAILS ON D i [ H I J K L Y P a R V W x SECOND ALURNATE IM MANDAMEM CONDITION#I VALID ONLY FOR W*1*1 SHEETS TYP.RILL + 1 *NOTES ON HV "T" LOCKS AND CENTERMATES, HEIGHT. 1 OF CORNER ffin CENTERMATES go A14D "e rtE0"0T" CENTERMATE i �Q,.; ONE ALTERNATE FIV 'f' LOCK MAY 8E INS AU£D IN LIEU OF 11V LOCKS OR FOR ANY SPAN AND aR1 0 1 10� IN5TALLAACHt A7 ANY ELEVATION.AGT RNATE LOCK S Y BE USED AS AN INSIDE OR 0 IDE LOCK. ATTACHMENT '�✓ OF LOCK Qg INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES(9 AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/e'0 x 3/32' WINGNUT OR WJ 1/a'D-20x1"S.S.M.S. INTO A 1/4'ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' B ar 6 •I7J 1 a" f.W{IMULI A80VE AND BELOW MIDSP*1 USE OF TWO LOCKING RODS 4g TOP AND BOTOM IS MANDATORY. Q8mtg.@g- •(() (CB)-@.103 91 .� *NOTES H LO(.'KS & TjTERMgTES 1 HO 1OCK a HD CEttTEgk(j�TES(3f OR 32 Wt C3AS:GNE ALTERNATE HD LOCK 0 VAYBE USED IN UEU Or TYPICAL. 1 HV BLADE SHUTTER ELEVATION HV LOCKS 9j OR"_ FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK i@ MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 541 TO(g IS W/3#8 x 3/8"F,N,S.S.M.S.,AND INCLUBES N.T.S. REINFORCEMENT INSERT I AS SHOWN ON SECTIONS 1109- A14D HDC-HVC,SHEET 1o..LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 45'IS COMPLETELY OPTIONAL f1j111JJr�/rr.���y' FLORIDA BUII ��rj On High elocit urricGne one /✓ 02017 TILTECO.INC. 042017 EASTERN IJETA.SUPPLY,INC. • �10En�s'' • BERTHA H11 M - �_ A5A ;A Accordion Shutter System E C O A a C. ■ . . ■ H.V, BLADE#1 Wr OR W/O H.V.WNDOIN BADE American Shutter Systems ,H DESCRHTION DAT[ DMINN DY: 1.44 1' / ? TILLIT TESTING & ENGINEERING COMPANY y y'•, 7E�E Association, Inc. i OLD 15-065 X7/27 it DATE: 07/27/17 O F 4ti 6365 N.R.351b.st.5w.Sas,m2mA ChRDm noRok 3315 4268 4YestroadS Drive 2 DRAWING No ,p�� ,4 Phoao:(30Sj8N-1520.for:(3D5jB71-1531 fS+ ''.■.�.....-t' e-°w:latatooaaWest Polm Beech, FL 33407 t 3 17-107 WALTER A.YIWT1Jr.P.H. V Jr MRot.U.j 4+167 S- SHEETP.E, SEALJ51GitfA`�UREfPATE s 5 OF 20 r • - - --- - -—POURED --- - uN StPARADRl ♦ r wx.SLFAMTgN r� 1 CONCRETE --(SEE SCHEDULE ON SHEET 13) tO a s.(Stu , t OR EXISTING i ) m CLASS SOEDIL£On ON- GLASS I'iSEE SCt DWA ON 7)A'4X —I saEt tq REQUIRED _ EDGE OF ~'+t yam.19 q • r "io a� E.D" APPLI IF EXI DUE>OiLDA� ! sadu- - s _ C ALTERt,IAIE I i i I i (� 11 EXISTING 1 ((10z3f4"HEX WASHER HEAD I I OR OR 18 p/8^WIL TEX SCREveS O 72 O.C. _EDGE or LAP l SIF s/8 urv, CONCRETE ANCHORS 8 APPLICABLE IF it _ (SEE SCHEDULE ON SHEET 13) I T' Iii ECGE OF FO , EXISTING N$G j I r rrEDGE$LGE Of-"i r 1f2 'tlt 7 EDGE Of A DDLE ( ' LAB IF 8L + APPLICABLE g,0... .E.0 APPIIWASLE IL •�---E."D!� COPOURED NCRETE FLAT HEAD CONCRETE ANCHORS ON Situs CO REIE flEDUIRED (SEE SCHEDULE ON SHEET 14) H IDR Lgr(TIN ' � POURED _.. � _ �- R UIRED FLAT HEAD CONCRETE ANCHORS fuam(D4FW 1 0 CONCRETEED I1 TRENCH INSTALLATION 1EASIM aU� REQUIRED E.D.• ._.._ E.D.' (SEE SCHEDULE ON SHEET ta) HV WALK—AVER INSTALLATION DESIGN PRESS RE RATING do FOR SPANSA PER (IBI BY FLOOR INSTALLATION f SCHEDULE g3, SHEET 11 CG HV CEILING INSTALLATION C%TlG4, UN:slPAW.T�t# CONCRETE AKHORS )�.�.,.,—..—lsc�o AAS$ MN#rN44Ix4r I t r, (j') (SEE SCHEDULE ON fOLsa W= 1 SHEET t8 T/4'0 RW FAILLDEX TAPCON w C,Pius 11) ! f1 �---oz Sxgs IO EXISTING -- 1 r EXiSTittG ) iECIOKIL0LY1NORR1i/4'0 PD441B 111/4. E1CN'11NG GLASS -I ,vt SWA;Vw++o CLASS GIDS-"+ I FASTD04 TA.M.N10s7AS W/ I tAAX. GLAss s -ItLII Strmu u CN s CLT H! �' / wL PYNuaPl m r 13 4'P T ne-0*SPA o s' O,C.FOR R TO a•_0'SPH!AAD 1'O.C.FOR 5Pffl,5 LARGER 71NR + 1 r 4 I 1/4' I a'-O'up TO 8•-4'uN[./PREY 1 . ii SENANT Al LYERf'FASTUIER HOl7 t 1 , IAAX, f i-f .! (i'IP.)(tiE NOTE Y GJ 112' 1110z3f4 NIX3T8 MAX. 8 I 3 DR ' i I t r WASHER NEAO� CCNT.sfxARr-- ii FOR tlLaptLTry �.._ � +! U.N. 1 r TEICSCREWS T 7 I S8' �O 12'O.C. I VA /14x3/4" HEX HFAD._.,I, 1TII L, ,, r TEK SCREWS O 9•D.C. r -_ S/ )Q14x3f4'SD.S - I r : I� _ _ 1/4 . • •• U51I:G 1/4'4-70 NUTS OR 1/4'9-20 S.S.us, � CONCRETE ANCHORS �� 6 � �� - _- f W/NUT O S"O.C. (SEE SCHEDULE ON O 9 0.C, Max.. o tT O.O. _.._ I1/2 .. EXISTU89 N`R STRUCTURAL f SHEET t4 "" �•' ��{t l\ 17 OR 18 1/2• I7`1. 2.'00-111N. "-^'WALL TRIM DECORATIVE + EDGE OP •T •i:• EA, SILL) SLAB IF iii 4z3f4"F,H.50.5. - MIN. AAPLICABLE "'�4 CONCRETE ANCHORS "SEE NOTE 1S(e) �"•». O 9 O.C. _. REDmCaYpiITG E D POURED CONCR'j (SEE SCHEDULE ON ON SHEET i NOTE I3(c) ,p. OR CONCRETE E11OCM SHEET 14) POURED CONCRETE ON SHEET 1 't F -----( REQUIRED OR CONCRETE BLOCK REGI RED KEYSTONE MOUNTING INSTALLATION PTIOtW. POURED UAXUUU ASO"CES"PRESSURE:ea4;T2 Psi caNaRnE K -0 — LOQ L HV WAIL WALK—OVER fNSTAi LAT14N MkXURr SHUTTER SPIN a`-D' REQUIRED I GU RO INSTALLATION t HIM t THIS INSTALLATION SHALL.BE —' E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXR + SEE UMITATIOHS OF USE FOR _ I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) Da ENTRANCE a ADe(SON SHEET t9 ASSEMBLY I INSTALLATION DETAILS W HV BEADS - 2NAMOUNTING Y WAY G SSUIT ECTIONS CAN INSTALLATION- V% ilk A. j '''-�„ FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone %t 02017 TILTECO,LNC. 02017 EASTERN METAL SUPPLY,INC. ti�cnis�•' `��'` BERTHA HVTM 0. A S S A Accordion Shutter System 7 �� M- L E ■ ■ ■ ■ RV. RADE#1 W/OR W/O KV.WINDOW DUDE } TILLIT TESTING & ENGINEERING COMPANY AmeNcan Shutter Systems XV,He DESCRIPTION GATE DRAW+1 BY. LG A D/z7f as55IsSt.see.1530 ./LDAOA seal ASSOCTCtIon4 Inc. I OLD 15 DATE 17 3RIIII;—;n :(sas)871-1110.FOK:(=)e71-1571 4268 Westroods DriVe z DRAWING Na S -�� o-mo-:lalecogeo+.eom West Palm Seoch. Fl. 33407 s f!t� AJLt 1 4 '''",�v�M Lr� �ri i WALTER A.T�ILUTi4c P.E. �•'-�U" FLORIDA Us,d 44157 5 SHEET' P.E. SEAL/SIGNATURE/DATE a 7 OF 20 4 • _ --- SEE NOTES ON Lome BOOS Q,HY LOCKS{ or(b /� INSTALLATIONS W„/ 1 HV AND ALTERNATE try LOCK 4$ON SHEET S. OUT IN /—EXISTING CLASS � **BLADE SLACK DETAIL NVF IS VALID FOR ALL B LA D E WZ Hy CENTERMATES CENTERMATES APPIJ000x WITH 13WEQi , ��,^� O SFE END WALL CONNECTION f8•� ©'6"l'.'J.6- y EXISTINGOASS DETAILS ON SHEETS-10-k-1-117 ___________________ 1 ---___—__ _ 1 O 3 1/4- 7" 6 1/2" 7• a•.a•.1/a•.o'-x j 8 • 8+� 9• 3 2 1 5 (6063-T6 ALLOY)ALUM, 1 METRY. ANGLE W/(2) I/4'D TAFCON ( 1/2" we�' ANCHORS To CONCRETE C T RM TENk S EN E AES (TOP/BOTTOM)7r 410x3/4 S.M.S.O 1$" Mt TO PARAITON 4)410x1 S.M:S.TO TUBE W� K Or ar ( AT EACH ANGLE.(TVP} b.C'FULL LENGtR, W/ V�,OCK # (SEE SCH£ N \' a * 35* I N 3 3 ON SHEET 11 _T;;l _ _— _ _ —__. -- - - -�—__ _—_ �__ - -- - - PA Nlrl il �f_ 3 �� a HVB OUT HVC 10•®an©' 'L`'J°A L„"J��� HVA r aIGIDR -1(7D-(D_@.@ POUR `CRETE OR £xl5fitdG GLASS s VE BLOCK WALL ©•O, r@-@.0,W, 10�QOR,@.� Eau ED ExInNc °sd` °�4;./' q9._..�___. _ 5 ...._ _—_ _ �a�r•,;• � "` n1m,sEPnw+rmN f DKI c1A55 .�a ��•d r1 Ex1STIN CENT M TES fib) �.lgJrp(i .®Vo��•�7 «� To GLASS rO ,,,,.....I LASS m * + — �oy �,n k'�e �, t� (SEE SCHEDULE * V OC _ (INTER R) ®'l'J°R C,J`V°Nl'.:J''V 1 ,y/;" ON SHEET 11) lA1N,SEpARAT10N T/LN e1 Ta G(ASS 'N C OPTIONAL (SEE SCHEDULEi' ON SHEET T 1) (INFERIOR) ! _e._—._—_ _—_ -_..._— _.-- Iry r p(JTcor+GR€r€ .� attc140R5 0 �, I 1 B O.C. 1 3 VARIES iy 5G• , °1 C� 14 'CJ-{`11.1� 0T1 G r/a'MAX.UK � .. FO-011 t V T 1 /' J 1,..-!�JJ (EXTERIOR) H V E. H V F** _ HVD tCIJSY ltaji" f•1,rn••;,�.. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 1 ., ®2017 EASTERN METAL SUPPLY,INC. LI V�St,T' •" •. �� C2017 TILTEC0.WC,��,, Vr'cnts� •.. BERT�iA VTM AS I G ! Accordion Shutter System A N.Y.RADE#i W/Cit W/O N.V.1MNww wx Fr' TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION OME DRAM BY: LC. r' + Association, Inc. I OLD 15-oe5 07127117 DATE. 07/27/17 4 ••'. A� 8355 N.W.36th.St.,Sty.303,MIM A CAROM,FLORDA 3318 PSDrm.:(305)871-1530.Fox:(305)871-1531 4268 5'lestr0ads Drive x DRAWING No •••".y5��,X1111 e_ Ege,ccea6e7r1B c m West PG)m Beach, FL 33407 3 1 '^1 O� a+,. NAI.4x4I1'I WALTER.1,TILUT Jr.P,E. 4 . AL7SICNATURE/DATE FLOSaDA Lk d 44167 s SNEa P.ESEOF 20 I _._ U RETE U RETE -- - - '—_- !—AOVRED CONCRETE POURED NC ��,p CURED CONC CONCRETE CONCRETE OR � OR CONCRETE / OR CONCRETE OR CONCRETE f�i ' CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED � BLOCK SVALL REQUIRED � � �r t , .,CONCRETE ANCHOR, f—EXiSiiSdG GLASS lam,: EXISTi GL/S` I� —EXISTING GLASS '2'tAtN. /E'x-lSTCNO CLAS Sto I8`O.C. ��� MSN.5EPARAn01V MIN.,.• To.GSFf UN.SEPNWTION t I SEPARATION SCNEDULL QV SHEET E4 EO -' TO CLASS{SEE f i FOR BuOE(DAtdt TO GLASS(SEE ( ! MIN SEPAJLlTiB`a .1 SCHEDULE at SHEET ET TO GLASS(SEE 1/16^x3"MAX ON SHM t9 T'OR SQffit%1lE /NO SD ULEE ON stw .� II FOR BLADE 0AND {6063- NT, m�® ON SHEET t0 1/2• 1PN FFOR BLADE OR .ON SHEET 13 FOR M.CLOSER � ._ BIAtk'SQ& (LOCATE LOC TSIDE - �(&( PLATE. ((LOCATE ij2• r , T� 1 RADES IOk LITHOF 5) AT ERHER SLOE MLN T-- 1 J 1/2'MIN. a.USE I.OR 2'MAX, 10x1j2'S.M.S. I k L ______� (AS APPLICABLE)x2•x1/8•x0 • ' _______�,.' #10x1/2'S.M.Sy_� .-' O 16'O.C. _ __ .�.,> ALUMINUM CUP ANGLE a 16'D.C. _____•— i (6063-T6 ALLOY)AT MIDNEIGHT (1) 810.1/2'S.M.S.To@& (2)I/4-0 TAPCONS ANCHORS TO i t `••+ / SEE DETAIL X F i WALL AT D O.C. (LOCATE AT � 1 .✓/ �OR 1�1 EOHER SIDE OF@) O QR I �+ (�} SIDE CONNECTI !a 1 ()R l� SSIEUf TCONNECTIONXFOR �R + To TRAc O�w©>1D Q' �, w w 6• 70+8 f0•�'«' ' L7 w�w 6 SEE DETAIL X F0 �A TO TRACKS « w 6• w SIDE CONNECM «'LO'«6U•O°"®^l'J'�« 7w$ 40w�.�.�•�u TO TRACKS 10•�«©'��•�« I' •®w®.�w©• " L10�®«�' Q'© p•Uj` •.�«®"Q•®°' 6•�7 •�«®+7 •mow ®'�«�•�'®• p•�w�9•�wi •®S END CONNECTION PE END CONNECTION DETAIL 4 END CO NE{� CTIQN DETAIL.(f END CONN CTION DETAIL 2(� i REQUIRED ONLY FOR SPA14S GREATER IHAN 12'-O- ,r^ ONCRETE OR EX15TiN0 �._ CONCRETE BLOCK WALL j EXISTING GLASS / REQUIRED CLASS z i tOx1/2"S.LL$' MCN SEPA-Ass(SEE TO OitaiS(SEE O Is-O:C. 0.A11axV I 0�•—_—'____^.''' • "___ � i i r Cat CONCRETE ij2'MtN. TSOHEDU E ON ----- ---—i --------- IDAND ON SELECT i ANCHOR 0 \ II FOR BADE ONaD 4I I------- _ _ 1 OR 3OR 1 OR 1 CONCRETE HOE aAOis;(D&Q9} 12' EO' B,.WpESQ&0 � L------ - OR(q ® 16• 1j2'MIN. �I!� a.c. �f�w 4 __�_ �> EO _ MINt,__ _��;.,r 6 OR�OROR 2'MIN, _ 2'MIN. j ♦ SEE UTA AnONS OF USE FOR ����� y t 5 1 QR �• I BLADE(9QN SHEET 19 @BAT@OR(qOR�OR@ VIE:.LT,_3 f i oR ®• I_AL1 �IETAIL X POURED CONCRETE OR €�«O•CO« «10•0 END IN STALLATION CONCRETE BLOCK WALL10 REQUIRED 8-43-0,@- ,®w 6©•CQ•fl«C>6 •O•�« � NV BLADE OR KV WINDOW BLADE INTO 6 .0-0-0,0- CONCRETE OR CONCRETE BLOCK WALL.. END CQNNECTION DETAILL7tQ&ONNEC ION DETAIL @High VelocityHurricane Zone D 11 1Q+ ....... 02017TILTS AZA 2017 EASTERN METAL SUPPLY,INC. aL \N�DEIV �'-� BERTHA VTM Accordion Shutter System A . ' 1 L EGO ,rrr c. ■ ■ ■ n ttv. BLS#1 W/oR w/o Kv.Yd"w et" American Shutter Systems IEV.No SE3C1 IPnON DAIS DRAAta LC �t I•, a TILUT TESTING k ENGINEERING COMPANY (: /L`I � 4•��'Ilk 0715 N.W.36th.SL.Sla.30.5.NRC1M eARD£Ir$.FLCfWA 3318 Association, Inc. t QLD t5-085 j27j1 DALE: a7/27jT7 ` 1 4268 W Phone;(305)871-1530.rex:(305)671-1531 estroads Drive z DRAWING No ""IAL ��\ 1Lti o-�:1u1«aocoeam West Palm Beach, FIL 33407 3 17-107 j IAL t 11 WALTER EIR-000"1 1.PSE. 4 P.E.•SEALJSIGNATURE/DATE rLoltgA Ix.a 4+167 6 SHEET OF 20 I --=A+aY1M�lA�=ANS IDR•=�PACINC-=p 1-SGHF(�ySE=Fflg--k-GY�(��Ax:aH 1rrFa-SPAN AMID.D USIGN MEGaTif1F PRESSLI A tG AND A CORRECP imPr TYP FDR -4NCRErE 6R CDN-aM SLh RAMN - �?FII�INS�r�►iS? ANCHORS 5PACING LEGEND POURED CONCRETE SEs upQrmN69 7v e,D,0 AHD SryfaT$ POURED CON CDNCR'ETE BLOCK TAPCON OR A WALL HEAD MOUNDNC A WALL HEAD MOUNTING WALL HEADER MOUNTING D WALL SILL W1 OUNTING D WALT.SSPAN ILL aUNTING C& MD HWER/SSLL TAPCON WITH ADVANCED HEW W THREADFORM TECHNOLOGY ({J ASA DEsat WANT P9ESM R41N A58.DOM BCGSNY Pk=K W14 ig ASO,pESCM WALK PRF5SLRE Ri1ai0 ASA.CESx2f BEGTM P f5SM RAW✓r. ASA.MSt,7f#GYBE PITESSI$f.'8A792. AS0.tkS70f hTrd1AT ffesstft R41At ALL POINTS SOLID-SET 30 40 tNi 75' Sfl 120 fBQ 205 30 40 AD 75 90112011601205 3fl #0 BA 75 @D 1201160 206 30. 40-BO 73 90 120 180 205 30 1 4Q�bQ ?5 80 120 6b0 285 40 rw 75 190. i20 160 205 BLUE TAP 1a 12 70 9 8 B 6 6 14 i2 10 9 BB. B 6 14 12 10 9 8 8' B 14 12 10 -9 @ 8 '8 1 12 10 9 8 8 B .5 8 8 8 B 7 55 �.-0^ 14 12 SO 9 B �8 - d I4 12 SO @ 8- 8 6 6 14 12. 10. 9 a 8 6 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 6 8 e 8 B ti 8 8 B TAPP£R4- OR Les 14 12 10 2 B 8 a 5 14 12 ib 9 8 B 6 0 14 12 t0 9 8 8 6 6 14 12 10 8 8 B 6 ] 14 12 10 0 B 8 e a a B 8 B a 8 8 0.3 14 T2 10 9 8 a 8 6 14 12 tp 9 8 -8 6 B tS 12 10 .9 B B 6 8 5412 10 9 8 8 8 1- 14 12 10 9 8 8 $ 1 6 B a 8 8 a a 8 7 ii 12 10 9 8 8 8 4 14 12 10 0 8 8 6 14 I2 10 9 @ 8 5 6 f4 12 10 0 B 7 - - 14 12 '/0 9 8 7 S.S - 8 8 B 8 8 7 5.3 4 14 12 .10 9 8 6 8 4 f4 f2 10 9 8 8 a 6 14 t2 10 0 0 B 6 6 11 12 10 .0 e B S.S - /4 12 f� 9 8 8 8 d 8 8 8 @ 0 6 8 8 is /2 10 8 8 9 45 - S4 12 10 9 8 8 9 4 14 t2 10 0 8 8 6 6 14 12 10 9 8 B' - - t♦ 12 10 0 8 8 8 - @ 8 S B '0 6 83 5 14 12 t0 9 B 8 a 4 T4-12-16 9 a 8 B 6 14 12 10 0 8 :8 B 6. 14 12. 10 9 8 B - - 14 12 tQ 9 8 8, "8 B 8 B e a 0 7 3.5 14 12 10 9 '8' 8 4,S i} f2 SO 0 8 8 6 3.5 14 t2 f0 9 8 8 6 8- 14 12 10 9 74 - 14 12 10 9 75-6.a - 8 a 8 B T.5 5.5 + 3 i' SEE ANCHOR 14 f2 10 9 B @ {S - 14 12 t0 9 8 0 6 3,5 14 12 10 9 8 8 6 B f4 12 10 0 8 7 14 12 10 9 B e 6 8 8 8 0 a 8 8 a SPECIFICATIONS 14 12 10 9 0 5S. - f4 12 't0 B 8 0 4.5 - 14 12. 10 9 e: b 5. 14 12. 10 9 8 3 - - 14 13 t0 9 a 7 - a a 8 $ 8 7 -j7- 4 T4- 12 t0 9 @ 9 4 14 12 T10 9 -8 8 6 15 14 12. 10 0' 8 8 6 6 14 12 10 A B - 14 12 t0 4 0 7.S - 6 8 8 8 a 75 B.S 4 ON SHEET 13 14 12 110 1 9 -C 5,5 3 - 14 12 10 9 8 - t4 12 10 9 8 8 6 6 14 12 9,5 74 4 - - - 14 12 9.5 7116.6 - 8 B 8 7.5 ILS 4.5 3.5 - a'-0' t4 t2 Ito 9 8 S.S - - 14 12 10 9 E 8 4. ^ l; i2 t0 4 8 8 8 6 is 12 10 9 8 4 - It 12 t0 4 8 8 8 8 '@ 9 B 8 7.6 W 12 to 9- 8 J 14 12 10 9 6 T� - fT`12 10 9 B 8 5 M 14 T2 10 9 4.5 - - - N 12 1Q 9 7 - a 8 0� a 75 5.5 { ] 14 12 f0 0 B 5 1< 12 i0 -9 8 6 ♦ - 14 12 10 0 8 8 6 55 14 12 10 0 5 - - 14 12 f0- 8 +.S - - B B 8 8 8 6 4.5 - 14 12 10 9 8 4 - 144122 10 9 '@ 8.5 3 14 f2 10 4 8 8 6 - 14 12 8 4.5 - - - - 14 12 ,a 0.5 SS - - 0 e 'a 65 5,6 4 3 7�-4^ 14 2 10 0 8 4 ^ 14 12 t0 0 8 0.5 3. 14 12 tp 4. 8 6 6 N 17 10 9 8 - - t4 12 f0 9. 8 7 - ..._ 6 8 9 0 $. 8 7.5 6 T4_12 10 9 4.5 - ^ 14- 12 SO 9 .5 a - 14 12 t0 9 8 7 4 - 14 12 10 5:5 - - 14 12, 10' 8- 85 - - 8 8 8 -0 6.5 5 15 - 14 12 t0 -.9' 7,5 79 - - 14 12 10 0 6 6 - 14 12 10 0 `8 8 6 - 14 12 t0 6 - - -- 14 12 10 &S 7 - - 6 8 '8 8 T S 4 {{ 12 t0 9 S.5 3 - t; t2 10 9 8 4:5 - ^ i; 12 10 9 8 8 - 14 tf 7 - - - 14 1f 7 5,5 1S - 5 8 '7 53 4.5 SS 14 i2 10 a 5.S - - 14- t2 _10 9 s 4,5 - - 14 12' 1Q 9 a 8 - - 1; 72 TO 7 4 - 14 12 s0 9 $ s - 9 8 8 8 8 75 7 4 ♦SEE LINT TATI6NS OF USE FOR 8,«O� N �t2 i0-S.5 3 - 14 12: IQ 9 H - -' ti r2 t0 9 8 5.5 - - 1+ 12 &5 - - - f4 i2 8.S 7 ; - - - -88 0 7 8.5 { 3 - BLADE lA ON SHEET 19 14 t2 f0 9 5 - 14 12 10 9 8 4 - 14 12 t0 -01-r 0 - 14 12 95 - - - -- 14 12 . 75 4,5 - - - 8 B 8 75 6 4.5 - 14 12 10 6.8 4S - - 14 12 10 9 7,5 - - 14 12 1Q 9 8 - - t3 9.5 4 - - - - 73 9.8 6.5 5 - - - - 8 e " a 4 3 - - -De 1; 12 10 6.5 4 - t4 12 10 4 7.5 - - 14 12 /0 9 8 - - 14 12 SQ 5 - - _14__r2 10 0 5.6 - - a a 8 a 8- 6.5 6 J 12 IQ 4 - 14 12 10 0 4.S - - [14 12 10 0 7.5 - - 14 11.5 4,5 - - - - 14 -1t.S fS 0 - - - 8 8 O,5 8 5 4 12 10 6 4 14 12 t0 0 T - - 12 10 b 8 - - f4 12 5 - - - 14 12 d 6.5 - - 8 6 @ 6.5 5.5-i- 11 14 12 9.5 5 15 - - 14 12 IO 9 5.5 ^ - 12 10 9 e - - 11.5 85 - - - 11.5 8.5 54 - - - - 0 8 &5 4.5 3.5 - 10•-D' t4 12 4.5 5 15 - - - Is Y2 10. 9 5.9 - - - 12 IO 9 B - - 14 t2 7 - - - - _ i; 12 10 75 5 - 88 8 8 8 7.5 45 - 14 12 5,5 .3 14 12 IO a 3 - - 12 10 9 6 - -� 14 IDS 3 - - - - 14 10.5 7 3,5 - - e B 7 5.5 4.5 dS - 14 12 9 {.5 3 - 14 12 1-0 '9 S - - 12 10. 9 8 - - 14 11 - - ^ - 14 tt 7.5 -- - - - $. a 7.5 6 5 -fi i 7 - - - - 14 12. t0 - - 12 10 - - - QS 8 - - _ ^ 10.5 8 5 - - - 0 6 5 4 35. - 14 2 ? - - - ^ 14 12 10 - - 12 10 - - - 14 12 6 - 14 12 f0 - - - 8 8 8 8 6 7 35f4 12 4 - t4 12 10. - - - 12 10. - - - - 12.3 9S - - - - 12.5 9.5- 6 - - a @6 S 4 314 l2 &5 - - - - 14 12 /0 - - - 12 YO - - - - 13.511-0 -- 1- - - - 14 ib 7 - - - 8 8 7 45 - - 14 12 &5. - - - - 14 12 10 - - - - 14 12 10 - - - - 9.5 7 1- - - - - 9.5 7 15 - - - - - 8 7 4.5 15 J - 12-0� 14 12 55 - - -- - T4 f2 IO - - - 14 12 10 - - - - 14 i2 4 - - - - ti 12 f0 - - - B 0 8 8 B a J t{ 12 3 - - - - 14 '12 8 - - - 14 12 10 - - 1 B.5 - - - 11.5 6.5 4 -' - - - B 8 55 45 4 - - - A (/T�' �1 BLADE A [' t4 t2 S - - - - 14 t2 10 - - - - - 14 12 10 - - - 2,5 94 - - - Ids 9.5 45 _ - - - 6 8 6 5 4 FIV BLADE OR y f 1 HV Oi�fiDG fa 12 - - - - 14 '12. - - - - /4 12 - - - - 4 4.5 - - - 9 G5 - - - 8 6.5 4.5 3.5 3 - \\4 LLL... � t4 12 - - - - i4 t2 - - - - 14 12 - - - - - o 12 - _ - - 14 12 - - _ _ 8 8 5 @ B 4.5 _ W� tlAl HV WINDOW BLADE 14 t0 - 14 12 - - 14 IZ - - i0.S 5.5 - TOS B - ,.._ 6 8 -5 4 18 - 14 12 •• - - - 14.'I2 ^ _ _ _ 14 12 - - - - - - 115 6 - - - 11,5 A5 - - - - - 8 0 S 4,5 - - - 1412 - - ^ 1412 - - - - 1412 - - - - - a 3 - - _ - - 5 6 - _ - _ _ a 64 3 - _ - WORKING iN UNISON 4► f4. 12 - - - 1{ 2 - - - - 14 12 - - - - - 14 9 - - - - t4 12 ==_Z_== - 8 8. 8 B 7,5 4 - - 14 7 - t4 12 - !S 12 - - - f0 4 - - - - 10 7.5 - - - B 75 5 1 J 14 It.S - - ti t2 - _ _ - 14 12 - - - -'10.5 i - - 10.5 a - - - - tl 8 5 4 14 ... _ - - - 14 - - - - - 7+� - - - - - .S - - 7.5 55 15 3 .' - t5r_G• 14 - _ - 14. - - - - i} - - •• 14 - - - - - 8 8 8 7 7 0.5 f4 - _ _ - _ - 14 = - - = 14 - - - _ - - 9 = H _ - _ _ - - a 7 4,S 3,5 3 4 - 1{ - i4 - - i# - - 10 - 19 - 8 7,5 5 S f4 - - - 1L - - - - .- - 14 - - - 14 - - .• B 8 8 7.5 8 3 - 18'-OT M .. _ 14 - - t4 .- _ 1 _ . „A.5 FLORIDA $t11lD1NG CODE(Non High Velocity H1;rrcQne Zone ttQ�""•,.. •••, /ij• 02017 TILTECO,INC 02017 EASTERN METAL SUPPLY,INC, s'` �10ENS • % ._,.s BERTHA HVTM -- r A A Accordion Shutter System g Ti.TE c o �V E , ,t w,D xv,AtE �j TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.no DESCRIPTION DATE DRAWN f1Y: LC, Association, Inc. I OLD 18-085 7/27/1 OAtE: 07/27/17 �\ 8355 BaO.W.Sdtd St..Etc.SDs."Com OAROWf%flawA 3316 DRAWING No \t Paa;(305)871-/530.Pax:(305)871-1531 4268 Westroads Drive 2 e- aui Ot ls.Cam West Palm Beach, FL 33407 17-107 ZONAL1,If1 WALTER A.TILLR Jr.P.E P.E. SEfiAt� tGWTGRE/DATE PLo GDA LSc t+4167 a SHEET OF 20 m6XIMUM AtQIQ8* SP -POURED CONCRETE OR CONCRETE BLOC SUBSTRATES AQN11 fin-11-SCHEDU kxz-sHuTrER-spAN�=�-*-SPECIFICATIQNS�QN-ANNOR REQUIREMENTS AN JIMNO TIPE FOR CON=OR COWME BLOCK (SEE UOUNTINGS E.0.&It ON SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PEAARIOG CoNoRWIDONKRETE BE.= PoLaw ODHESREDE (A) TO EXISTING POURED.CONCRETE-(Nin.1*4-3 kin) wmwum (g)WALL SILL MOUNTING @CEILING MOUNTING FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX.(Min.ft, STAN ANCHORS SPACING LEGEND - 1/4*0 V 3/4'ALL POIARTS�SOUD-SET ANCHORS,AS DISTRIBUTED By ALL POINTS SCREW,BOLT SPECIALTY COMPANY. (Min.fo 3 k9j) Cry} A6S&DESIW KGk"oE MSMPA9M,Csl 5.0,DESEN Eww( D�ESMIM W�I PwRZEZMM - 1/4-0 BLUE TAP CONCRETE ANCHORS,W CAP AS UANUFAC REDFLORIDA 0 INC. In. 2 k.1), SOO 0 60 75 so 120Itsoill - 30 1401 40 176 Igo 120 too 205 30 140 160176 1901120ji- 205 TAPCON OR %T TAPPER+ANCHORS AS MANUFALFURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 a a 6 6 1 TAPCON WITH ADVANCED 9`MPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, f2 10 10+11 _L 8 6 b,S 14 112 10, 9 0 a a - IS THREADFORMTECHNOLOGY (Min,FC-3 W) 14 to 2 a 8 0 �L 14 12 10 8 a 6 8 14 t2_ 10 O� 8 8 6 6 - ALL POINTS SOLID-SET OR LESS T4 t2 8 6 6 6 14 12 10 1- 8 0 6 6 14 12 10 9 6 5 BLUE TAP W/CAP wit.: AJ)MINNUNI EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAP 14 1416 -1 !__L_j__L L4 L2 10 9 _a_ L_f__�_ 14 12 10 9 8 8 6 6 1 4 121101 9 8 7 5-5 35 14 12 TO- 98866 14 12 10 9 8 8 6 5 TAPPEA+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. PER R T2-To--9 -W--T-1 6 14 12 10 9 6 Q III g IT 8 0 6 53 14 12 10 V 8 8 4 14 T2- -6-'w_-g-_K4__S I III -TO-_T_ 1_6 .jo _j____ AL2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 8 6 4.5 14 12 10 9 _R0__r -B _6 �_S INTO 14 11 To--0 -o - 14 72 STUCCO SHALL BE PERMITTED..1/4'6-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO I-=�., IS Tir EYJSL AND I-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7,5 IIS 3.5 - 14 12 10 9 8 8 6 5 14- 12 10 S 6 Sam 19 4 1_2 70-"i-_0 _F 7--j- 14 "f2-W-i-Ir 7-_r 3,_5 74 12-1_0 _V_r_V_W_TS_ E1 DH T4_-11-T1__! a �? 4 14 12 to -I--R-N51 5 14 51,14 12 110[8 IC51 5 3_6_S_ A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND,ON THE MSTURI WALL OR FLOOR, 8 It 4 -12 10. 9 7.5 4.5 14 12 10 9 8 0 6 4- 111 1101 9 1 8 1 6 4.6 3.75 ANCHORS SHALI.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 Ili TO 9 6 7,315-61 4 f4 12 94 7.510.5 44- 14 L4 IQ- 0 0 6 4.6 2L5 NOTES X12&A.2)ABOVE.FOR INSTALLATIONS Oil VIM SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 -12 10 9 1 0 '11 6 14- 12_TO--2 4 a 6 5 14 12 10 2 a r1b 5 J4 INSTALLAD N INTO LIPS WITH METAL SIMS SEE SKU 20. 12 10 0 7.6 5,5 3 1-4 2-2 To-U 7 &.5 4 3 -14- 12__r KS-35 _4 3 - 14 2 to 9 8 6 - 14 12 10 _0 _r W-6-5 3,75 114 12 10 &S 0 1 4 _Z_ (a) TO E*STI"G CONCRETE BLOCK:(ASN C-90) -i- - -- 1/4'0 TAPCON OR TAPCON WITH ADVANCED THIREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 111 6.`5 5.5 3 - 14 12 10 _9 0" 4�5 36 1_4 _12-TWO- 8 -7 5 T5__3 14 12 -TO 9 ii- - 14 12 -1(T_r_6 7 5 4 74 12 -15' 0 -i-5_C5_-,F 3 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. Ir 12-_f0__r IES 4 - 14 12 9 74 6 43"S1 - 14 515 , T�3,5 1/4-0 SLUE UP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 K5-_2_ 4 - 14 j2 10 9 7.5 IL5.-4 - 14 111 9 7 7.5 A.5� 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTROUTEO BY ALL POINTS SCREW, BOLT&SPECIALTY -7- ±A_- -& L4_12 13 9 7�f 5.5 A t4 12' 9 7 44�5 COUPANPOR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SMUTS ASSOCIATION,INC, it it i- 84 8,�6_-4 1, NOTES: 14 12 0 9 6 64 14 12 10 9 14 12 10 IT :i-�X's W 12 I&S, 7 54 3 -14, 12 8 (45 T-5 4 3 - 12.5"1 s a 1 4-1 3 ILI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON _f4 -02 1%5 6 - 14-12 95 9 -C - 14 121 8 6 1661 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 15.5 5 - 14 12 16 6.3 f4 12 1 0 C5 5 4 '1" 12 110 9 11 74-W 0 �ff Zs--Z- V4- 12 7 5.5 4 81)MINS"EMBEDMENT OF 11CO A 3/4'ALL POINTS SOLID-SET'ANCHORS SHALL HE ENTIRELY EMBEDDED INTO THE CONCRETE STOCK NO '3'_O 14 14,417S 6 4 T4- 11 -7 Ks 5 3.* 11 0 53 4,5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4-0-243$,S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 4 '4 [14 '41 1 4 141 '4 4 14 7 0 '41 IT [7 "S 7*5 .5 ILS 5 5 E. 9 '4 6 S. -q- *4 12 1 0 !-S - 14 19 IIS 7 ILS I rff&- -a ExtST.AND I*MINIMUM FOR WALLS WITH NO STUCCO. 5,5 4 - 14 112 0 7 6 43 1 4 " 7 5.5 44 3.5 IT [14 12 _r 6 8.3)IN CASE THAT PRECAST STCHF,PRECAST CONCRETE PANELS,PAVERS 04 ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 C2 10 9 7.5 14 112 110 8 0.5 5 - - 5 4 3 - - - 4 HL 7 5 i 13 I&S ICa 5 4 3 - 10 75 --- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANC140RASE SHALL BE AS INDICATED Ott S _71 7 5.51- - - - 1 5 4 4 NOTES 8.1)&8.2)ABOVE FOR INSTALLATIONS ON MNYL$101110 OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 5 4 1 1 Im 91 6 FOR INSIALIA11014 INTO EIFS WITH METAL STUDS SEE SHEET 20. - - - - 14 12 8 6,5 5.5 4 13 TO 65 9 4 3 -0-1_4 12 j4 J2 _A_ 14 1" 7 5,5 4.5 3.3 1 1_ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR ANUFACTURER, 11$95 a- - - - - - 22 9 _j_4 -4- 3 a 7 4,5 3 3 .7 - T4 To' f - - - - -- 14 10,5 7 5,6 is - .5 6.8 35 44 315 - - - SEE SCHEDULE BELOW FOR EDGE DISTANCE(E,D.)VERSUS SPAORG RELATIONSHIP FOR ANCHORS. 9,5 7 4.5 1- - - - 14 1f.5 7.5 6 5 6 4.5 4 - - - 14 -12 to - - -,='T4_-1-2 _V'Ci- .5 1-3- 1* 6.5 5 4 -7--:7- - EDGE DISTANCE VERSUS SPACING SCHEQULE FOR ANCHORS, 12'-G'IIS 3.3 L5 - - - - - it- a 15 e 4 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR C D,LESS THAN THE INDICATED,REDUCE ANCHOR SPACING - t315 0.5 a 0 BAS 6,5 5 4 A -z- BY MUCTIPUITNO SPACING SHOWNON SCHEDULE BY THE FOLLOWING FACTORS. 9 C.' P_70-A 7 5,5 4.5 W,'FF WZ"_ZX_ZT REDUCED SPACING ODTAJNED USING FACTOR SHALL NOT UE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, IN-a'1-4- 12 1T UX-1-1 e- 5 12 IT 6 is--i- FACTOR Las s 8 110 74 1 5 4 3 _Z_ 7.5 54 4 3 ACTUAL TAPCON WITH ADVANCED ALL POINT SOLID SET ELLI TAPPER+ 12,5 - - - - 12 9 1 6 4.5 4_ _SKY-7 5 4 - - - - EDGE TAPCON THFNEADFOPM TECHNOLOGY TAP W/CAP MIN.SPACRUT DICTANCE -we - - - - - - 13 9's 64 5 1-I- I- 10.5 7.5 5 4 BY SLA E OR E.D. MIN,SPACING-3' MIM SPACING-3' miu.spAciNr-3 1/2' MIN.SPACING-3' 3 3/4' 4 -=T_R075-7 11 05 5.5 Ca - - - - HV BLADE W/ POURED caiam am DACK 14'-0' T4 12 - - - - _Z: 4 10 7.5 - - - - - CONCRETE TOM CoRO&TE POURED CONCRETE A,POURED CSNOpETE CONaRETE -Z 9 7 cb 34 1- I-I- 7 3 35 3 - - - I CONCRETE BLOCK P"CIACOREETRENCORLMOCK& CONCRETE It's a -- - - - - 11 8 5.5 4.5 9 ZY 7_3 HV WINDOW mi."..2r WL M-3 IA' WL FIX-2 I/r UN.,M-3 1DCK MIL M-31/2'VOLED-21/2' "s 12 9 6 - 9.5 7 4.5 BLADE WORKING 1.0 0.90 1�0 0.7a 1.0 0.84 1.0 15 -4 w 13.5 To 6.s ro i - _O* 14 �y 2 1/2' - 0411 1.0 - 0.67 1.0 0,5 04 4 IN UtIlSON 0.71 - - 1S.5 6 4 0.51 91 &5,4.6 0.91 0.43 10 1.51 5 1 1/2 1 OZ5 - 0-35- a -7- - G CODE 8 6 1 4 FLORIDA BUILDIN Zone: {Han Nigh Hurricane EVA A. ff� 02017 TILTECO,INC. G2017 EASTERN METAL SUPPLY,INC. -BERTHA TM Accordion Shutter,System o I L E C 0 A.S.S.A. KV. RADE#1 W/OR W/b KV.WRM B!" American Shutter Systems REV.H. DESCRIPTION DRAWN!Bin oa _DAVC TILLIT TESTING & ENGINEERING COMPANY 6C- 0 OSS NX 360K St..Ste.30.VIAQVA CARODM FLORIDA 3316 Association, Inc. I OLD 15-085 DAM- 07/27/17 4268 Westroods Drive 2 DRAWING No West Palm Beech, FL 33407 S 17-107 WALTER A.1IU.rT it,Pl. - FLORIDA,Ue.IF 44167 6 $'JE37 OF 20 ATbRE DATE }jQRs-SPACING=(in�-SCHEDULE=FOR=A=GNEN MAX-LSHUT ER=SPIiN----- - -- - A&S D DESIGN NEGATIVE PREafiURE RATINQ A0 A C01 TYPE FOR CONCRETE OR CONCRETE BLOCK INS'r i ATIONS (SEE 140WIlNtS!,J.K&L ON SIfW 7) POURED CONCRETE POURED CON CONCRETE at= ANCHORS SPACING LEGEND l WALK OVER& 1 ENCN QRkNGUARO MOUNTING @WALL/FLOOR MOUNTING ©WALL/WALK OYER MOUNTING W$PAN+ MoJJM TAPCON OR ( AM DMON 1000E PRE5591E PAM4f(%#JkSD,DISIM NTOOVE PRESSIDE IIANY,(PW A,SA DC VA A=X PBLSSIE0.E WOO to(kU.DWM t$MTAX PFISM RA760 TAPCON WITH ADVANCED 30T451-63-75 90 120 160 205 30 40 60 7s s0!20 fa0 20S 38 40 bo 75 90 120 160 2475 30 40' 60 75 90 120 460 los THREADFORM TECHNOLOGY 14 12 10 V 10 0 6 8 2 12 12 12 12 1.5 eS 65 7 7 7 7 7 7 7 5. 5 5 6.. 5 ALL POINTS SOLID-SET X-0- 14 12 10 9 8 8 6 S i2 i2 12 12 k2 42 9.5 7 7 7 7 7 7 7 7 7 5 S S 5 5 S 5 5 OR LESS 14 12 10 9 a s 6 6 t2 i2 12 l2 0.5 a 6 43 7 7 7 7 7 7 7 8.5 S 5 5 S II 5 5 GLUE TAP t4 12 to 0 0 8 6 6 12 12 12 12 I2 to 7.5 6 7 7 1 7 T 7 7 7 S 5 5 9 3 6 S. 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 1S 85 6,5 5 7 7 7 7 7 7 5.5 4 5 5 S 5 5 5 S 4 4,-O• 14 12 10 0 B B B 6 12 12 12 12 t2 9.5 7 S.5 T 7 7 7 7 T 7 T S 5 5 'S S 5 9 5 14 _r_ 2 10 8 8 8 6 6 12 12 12 8.5 6 8 +.S 3.5 ? 7 7 T 7 6.5. 5 5" 5 5 5 S 5 5 5 14 12 10 9 8 8 6 6 k3 12 12 12 f0 7.5 5.5 4 9 T 7 7 7 7 7 5.5 S' 5 S 5 5 d 5 5 14 t2 IO 9 a 8 6 6 U t2 12. ft 9 7 5 '4 7 7 7 7 7 53 4 3 S 5 5 5 5 5 4 3 5,-O• 4 12 IO 9 b 8 6 'a 12 12 12 12 10 7.5 5.S i 7 l 7 7 l 7 7 7 $ S S 5 $. . 5 S 14 12 14- 9 8 0 8 6 12 12 9S 7.S 6 4.d 3S - 7 7 7 7 7 S 3S 5 5 3 S. 5 6 5 t /4 12 10 9 a s 6 6 12 12 12 9.5 0 6 4S - 7 l T > 7 SII { s -5-t-6- 5 S 5 3 4 >k SEE ANCHOR 14 U 10 9 8 6 6 6 12 12 1.5 B 7.5 5S 4 3 7 7 7 7 7 45.3.5 - 5 11 5 5 5 4.5 33 - SPECIR IONS 6'-O• 14 12 t0 9 a 8 6 6 12 12 12. to 6 4.5 3.5 7 7 7 7 7 7 T 7 S 5 5 5 5 5 5 5 ON SHEET 13 /4 12 10 9 8 8 6 8 @ 12 5 6 5' 4 3 - 7 ? 7 7 7 S3 4 - 5 -5 5 5 S S 4 S T t2 to 9 8 8 8 6 12 12. 10. 8 6.5 5 75 - 7 7 7 7 7 8 3 5 S 4,S - 14 12 10 9 8 9 6 8 12 12 IO 6 6.5 5 3S - 7 7 7 6.5 S.3 4 - - 5 5 S 5 5 4 3 - 7,-O. U 12 107 9 C 9- 6 6 12 12 12. 6.5 7 5 4 3 7 7 7 7 7 7 7 6 9 5 S 5.6 6 5 6 /i t2 IO 9 8 8 '8 6 12 10 6.5 5 45 3 - - 7 7 ? T 03 5 3 S S 5 S S 6 3S 3 T 4 1x -to- 9 a e- 6 a 1T 12 a3 7 s„5 - ? l 7 7 7 5 - - 5 3 5 5 5 4 - O VALID ONLY FOR UP TO +70, -75 14. 12. 10 9 8 8 6 - 12 i2 85 7 5 .4. - ? 7 7 53 +3 3 - - 5 5 5 S 4,5 3.5 - - PSF A.S.D DESIGN PRESSURE l4 t2 t0 9 0. a 6 - 12 12 r05 7.5 6 S - 7 7 7 7 7 ? { 5 s 5 S 5 5 S s RATING'& FOR SPANS PER 4 12 To- 9 a a 6 - i2 5 s is + 3 - - T i T T 5 i - - 5 5 s s s It 3 - SCHEDULE #3. SHEET 1! 14 T2-TO--17 97 8 6 - 12 11 T3 5 II y.751- 7 7 7 7S r 4S - - 5 5 5 6 6 14.5 - 14 12 10 9 6 8 - t2 1,5 75 6 5 3.5 - - 7 7 6.5 5 4 - S 5 5 5 { 3 - - 9,-O. f4 i2 O 9 8 6 - - 12 12 95 b5 55 + 3 - 7 7 7 7 T ? 6 3 5 5 5 5 S S 5- I 5 fi 22 t0 0 d B - A6 8 5 3.5 - - ? 7 1 e 5 35 - - 5 5 S 5 5 4 J - f-12 10 9 a 8 - 12 10 8,5 5 4.6 - 7 T 1 65 12 0,5 ? 5.5 45 3,51- - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5 - - - 10,-0`14 12 t0 9 0 8 - - 12 If a.5 6 5 3.S - ? 7 7-7 ? 7 4,5 - 5 S 5 5 5 5 5 4S 14 12 t0 9 -8 a - - 9S 7 t5 3S 3 - T 7 7 SS 4.5 - - 5 S 5 S 4,5 35 - 14 12 10 9 0 6 •- f2 9 B 5 4 - 7 7 7 8 5 - - - 5 5 4.5 5 - 14 12 to 9 8 8 - 12 9.5 5 5. 4 3 7 7 5 14 3 - 3 5 S 4 3.5 - 11 12 f0 0 a 8 - - 12 l0 7 Sd 4,6 35 - - 7 7 7 7 7 7 35 - 5 S 5 5 3 5 5 4 14 t2 1D 9 8 8 - - BS 85 # 3,S 3 - 7 ? 6 5 4 - - S d S 5 4 3 - N V BLADE ONLY 4 12 10 9 8 9 - - ti 8 S.5 t ^ - - 7 7 7 8.5 4.5 - - 5 5 S 5 45 - - - li 12 f0 9 8 L5 8.5 5.5 4,5 35 - - 7 7 45 3.5 - - - - d 5 4.5 3.5 3 12-0 14 12 10 9 a - - 12 6.6 6.5 S 4 3 - - ? 7 ? .7 7 6 3 - S 5 5 5 5 5 4,5 35 14 12 10 9 '8 8 8 i ] ___ 7 45 4 3 - i 12 10 9 8 - 10 7.5 5 4 � 7 7 6 5 - - - 5 S 5 5 4 14 12 f0 8 8 - - - MS 8 5 4 3.5 - - T 6.5 4,5 3.5 - - - 5 5 4S 3S -T- - - - ti 12 1D 9 a - - - 1.5 aS B 45 35 3 7 7 7 7 7 t5 5 5 'S 5 5 d t:5 35 t+ t2 -1D 9 8 - - 7 5,5 Ts 3 - T 7 5 4 3 - - -57-j- 5 4 3 - 14 12 10 9 8 9 7 4.6 .75 - - - 7 7 5.5 45 - - - - 5 5 5 4S 4 - 14 t2 t0 9 - - 10 7.5 S 4 3 - - 7 6; 4 3 - - - - 5 5 4 3 - - - - 14�-0"ti 12 f0 8 _ - - 03 a 5.5 4 3S - - - 7 7 7 7 7 4 - - 5_ 5 S 5 5 5 4 S 14 t2 10 7 7 5 3.5 S II 5 4 - - 14 12 10 5 - &d 8,5 { - - - - - 7 7 5 4 - - 5. 5 S 4 - 14 IR 10 - - 9 7 45 3S 3 7 5.5 3.5 - - - - 5 5 13513 - - - 15�-0� I4 12 t0 - - - - - t0 7,5 S i 3 - - 7 7 7 7 7 3S - - 5 5 5 5 s 5 t 3 14 12 10 - 6 4, 0 7 7 4.5 3 - 5 5 t.5.A5 - - - 14 I2 10 - _ _ - 8 0 4 ? 7 W4.i{ 12 f04 3S - - 7 5.5 3S - - - 5!8,^O"14 12 10 - - - - - 9.5 7. 4.5 33 3 - - - T 7 .7 7 - 3 - - S 5 4.5 35ti f2 f0 - - - - 6 45 3 - - - 7 6,d 4 - - - 5 1'4 12. 75 ! r. - - - - 5 - - - FLORIDA BUILDING BODE(Nan High Velocity Flurricone, Zone' 11 til 02017 TILTECO.I11C. 0812017 EASTERN METAL SUPPLY, INC. CE1ySF.�4 a �+ BERTHA H w 70 Mo to-. A.S.S.T't<A Hv Accordion CR Shutter rr SyOH stem s TiLUT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN 1316 L0. T, p: ^'�dt� ,' 63d9 N.N.36U.SI.,sla.ads,iw�vw WOWS,rkmeu 33101Association, Inc. f OLD t5-Gas 7j27jr a TE O7/27/i7 ��k 'fi5 Phoaa:(305)871-1530,rm:(305)871-1531 4268 Westroods Drive 2 DRAWING No c'�`<(r +� 0-m09:18t4Ct470*fx-t West Palm Beach. FL 33407 3 f7-1{i7 ......,... �l iit EH-0006769 �y rdNAL ENGIIj1` WALTEN AA RLUT Jr,P.E. 4 rlDA1DA Lk,$44167 5 SHEET E. 5 (C33GNI4fiuREJDATE a 1b OF 20 k t MAXIMUM A.S.D. DESIGN PRFSSURE RATING^fp,s.f,, AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNi)NO TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !S3 l_J B :�53 T Fzz� E_ SO TH N PINE Na SPRUCE PINE UC 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.FI p0-0.55, FIR NORTH FIR SOUTH _ DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 0=0.36 PLYWOOD AUG+G 0.60 W/ W/ MIN. G=0.43 P7 MIN. G=0.36 SPAN t I WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS i3, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALT.MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W & X W & X P & 0 S&V S&V S&V Bs>r r wagxE rxtG Wl�`IE9OI I4TAtl£BL9FE rNec Gy) (t5w xeun£ pae{p} tmr+Nw•reiiavls t1Re fz>!Isn um+acaaa rt7swE M,Tc(MI} sa ave iEe�tiz,Ea�s eeas i� r�Nc+r�etr�cs ern¢W) ins uuryT raSgFt:wne iF�3 iv�s�nE rm�1x��asu usii raGza is�E rmc 6� 30 40 60 75 90 05 36 90 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 9Q. 05 30 40 6O 75 90 OS JO 40 60 75 90 OS -D•4R Uss 12 10 10 9 8 8 6 6 1 616 6 6 12 10 70 9 8 8 6 6 6 6 6 b 12 ID 16 9 8 8 6 8 6 6 b fi -6 5 d 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 4'-0• 12 70 10 9 8 8 6 6 616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 f2 ID 10 9 8 8 6 8 6 8 b 6 6 5 4 4 d 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 l2 •.,p• !2. TD 10 9 8 8 5 6 fr 6 $ 5.5 12 /0 /0 9 8 B 6 6 fr 6 `6 5 12 10 70 9 8 7 6 6 6 8 8 5 6 5 4 4 4 3 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 72 .0. 12. 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .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 72 12 12 12 12 12 12 12 12 12 12 12 t0 8.5 7•-0• 12 t0 iQ 9 6.5 4 5 6 6 .5 4.5 4 t2 10 TO 9 5 3 6 6 b 6 4 3.5 12 10 t0 7 3.5 - G 6 6 5 4 3S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 t0. 12 12 t2 058,5 Z5 8'-0• 12 10 iD 7.5 4.5 3 8 G 6 5 4 3.5 52 10 10 B 3.5 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 3.5 J 8 5 4 - 12 12 12 12 12 12 12 12 12 IZ 11 9.5 12 12 1.5 9 7.5 6.5 g'..p• 12 10 10 5 3.5 6 6 5.5 .5 3.S 3 12 10' 6 4 - - 6 6 4.5 4 3 3 t2 10 4 3 - - 6 6 44 4 J 3 s 5 3.5- - - 12 12 12 12 12 10.'12 12 12 t 9.5 8.5 Ti 72 1D B 8.5 g.5 10'-0• 12 10 7,5 4 - - 6 6 5 4 3 - 12 10 G J - - 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 5 5 i t'_Q• 12 10 5.5 - - - S 6 4.5 - - 12 10 4.5- - - 6 5.5 3.5-- - - 12 1D - - - ^ 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 &S 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12 f0 4.5 - - - 6 6 4 - - t2 10 3.5- - - 6 5 3.5- - - 12 10 - - - - B- 5 3.51- - - 8 5 - - - - t2 12 12 1.5 9.5 8 12 12 11 13'-O• 12 /0- - 6 5 - 12 t0 - - - 6 4.5 - - - 12 7.5 4.g - - - B 4.5 - - - - T2 12 12 10. 8.5 7cg 12 12 10 B 6.5 5.5 t2 0.5 7 5.5 d.5 4 }4'_Q• 12 10 - - 6 5.5 - - 12 7 - 5.5 4.5 - - 12 1 - - - - 5.5 4.5 - - - 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 8.5 5 4 3 15'-Cr 12 - - - - 6 - - i2 - - - 5 - - - T2 - - - - - 5 16'-0' 12 - - - - - 6 - T2 - - - 5 - - HV BLADE OR In HV BLADE W/ IIIA HV WINDOW BLADE WORKING IN UNISON* •stt u ". or USE. BCABE CN 6HEFT to + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL..FLOOR OR SOLID WOW SOFFIT SHALL BE AS rOLL.ETNS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NO.2 W/C-045(N.OS) - 1/4.0 TFPCON ANCHORS,AS UAIUFACTURED BY I.T.W.GUILOEX W/MINIMUM EM9EPUEIB AS INDICATED AT -DOUGLAS FIR W/0-0,50(N.O.S.) EACH S£CDON ON SHEETS 16&17. -SPRUCE PINE AN NORTH W/G-DA3(HLAs.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE FINE FIR SOUTH W/G-0.36 -MIN;1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALT.BE AS PER MOUNTING TYPE U.SHEET 17 AND SHAH.CONSIST OF LAD SCREWS AS PER NDS 2015 SPECIFICATIONS. 4 CANCCRORS SHAD HE IN STALLED FOU.WRG ALL OF THE RECCUUENW1lONS AND SPECIFICATIONS OF THE iFFN=�'4 FLORIDA BUII.DIN6 CODE Nan Nigh Velocity Hurricane Zane' 0111 T�••••,,.,,,•, f�-'-y 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. .N ICENsF'.,.V.� ,�� BERTHA H�- = Ap Accordion Shutter System ! ! ! ! RV.BLADE#1 W/OR W/O RV.WNDQIW BLADE ' *, TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems w.R OESCRIPDON DATE BRAWN BY: LC. Y Association, Inc. f OLD 15-085 7/27/1 ATE: 07j27f- 4 8555 H.W.SEU• 5)L.511,153 Y.Fo.:(305+8,FLORDI1-153 3318 ,4� tY Pnonq:(505)871-1,510.PqA:(305)871-1571 4288 Westraads Drive 2 DRAWING No ° 1i q 611 tat a..0..Lc West Palm Beech, FL 33407 3 17-107 r•'••"•••"••• �� ill Ee-0006779 /ONAL�tl Ill WALTER A .TILUT 4 P.E. 4 +++t FLORNA Lk.{44167 5 SHEET P.E. SFICj3tP,tlA1'URE/DATE B 15 OF 20 t INSTALL -T-ION--DET-A-ILS=ON—E-X-IS-TlN-G7-WaGD--EfO-I-LDINGS- F_ OR M HV & I& HV* BLADES CAS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEKDE n ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE AT NG SEE SHEET 19 FOR MAX 4*;TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION W1 H SLADE (J) JA) WORKING IN UNISON EXISTING ED 2*MIN— CED REQUIRED. ;J�� . F VAPCON WITH— 4.V EG__F_ EDGE (IF APPLICABLE) THREADfORM TECHNOLOGY WOoo t I — STRUCTURAL ADEQUACY- 1/4'11;�20.3/4' OF EXISTING WOOD DENA rF Min.PENETRATION Of THREADED AREA 70 1 TRUSS BEAD 70 BE CERTIFIED 6 '.'LU EXISTING WOOD HEADER. MACHINE SCREWS RECISTEREDDuStING WOOD ENCT By (SEE SCHEDULE NEER OR Z ON SHEET is) __2o NUTS ARCHITECT PRIOR TO 7-90/;1 TRUSSES OR UTTER INSTALLATION. RAFTER 24' D.C.REGLIRED ED E SH V EAMON OR ORO C: g- A�IN wfTH ADVANCED §e EXISTING SOFFIT AR t- 1 3/4'Mo..THK, 3!4- ED 11 EO-1 AREA TO "I ED 01.4.13 CONT.ALUM.TUBE S. S!4' t 1 (600-76 ALLOY)W/ COMI&TER. 0 6*D.C. 16*0 LAG SCREWS TO 111n/FlIfIll TECHNOLOGY PENETRATION OF THREADED OPTIONAL EXISTING We (SEE SCHEDULE ON SHEET 15) or @ or @ R'EH'RAFTER OR TRUSS. I or @ or @ LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD G CXJSV140 MIN 2.4* MEMBER.(2-Min.NOMftq ---I AT EACH EXISTING--I HEADER RTQ'0 11 11 .0r,C11 MII,L SEPARATION TO GLASS OPEN HOLE WM)W/2'Min, ON SHEET 11) EXIS71NO STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE GLAS! 5/1w-o LAG SCREW AREA VAFOR At CENTER OF TUOE� INSTALLA71ONS WITH 72p3t I MAX.A.S.D.DESIGN LOAD ANO W-0*MAX.SPAN,THIS DUSTING ALLATION INSEAL_'ATION IS ONLY MD SCHIELILE CN CLASS— HV WALL HEADER INST 11 1(.OLME 1.0 L@ OR Qf FOR WOOD W/MIN.SPECIFIC *4 SK"12 9 t I PER RADE OR* BL'm(D A, I 04 RIM 19 FORRAVITY OF 0.50 AS DOUGLAS SLACES GRAVITY OR SO I-SEE SHEET 4 rOR TYPICAL SHUTTER ASSEMBLY OR OR EQUALUTHERN PINE No.1 2-UOUNIINS SECTIONS CAN BE COUSIHED IN ke,WAY 10 SUIT RIY INSTALIA'Aarl. OT HY CEILING INSTALLATION Hli CEILiNG I L 0 ut't SVA-At*q I r, CLAM(SEE ------ OR MIN. MIN,SEPARATION TO GLASS -.4 Soluxtr C"RED SEPARATION SCHEDULE ON SHEET IT)— "�r 0 GLASS EXISTING T EXISTING t (SEE GLASS\ Etli EE SCHEDULE I O14 SHEET 11) ALNTACH FINATE_ F OR EXISM.- IN LOCATION 3 UIN. #IN 'EX GLASS—', 2"xs"101u.WOO: 114• + 7 Ila.. @ W'ASH% 938 V R HEAD TEX DECK REQUIRED OR 2*.6'MIN,WOOD SCREWS 0 12*oz (No FINISH ALLOWED) DECK REQUIRED (NO R FINISH ALLOWED) 19 EDGE OF DEC EDGE OF DECK ED LE DECK IF IF APPLICABLE IF APPLICABLE ti 'j P FI; A. APPLICABLE 4 -20;3.1IS S.S.HEAD I .3 TAPCON R _g'�!PS 114-0 TAPCON OR TAPCONWITHADVANCED ICON WITH ADVANCED Min• MACHINE SCREWS -.4 1. THREADFORM TECHNOLOGY W/ 114'-20 NUTS THREAOFORM TECHNOLOGY W1 1 1/2'Min. 2'MIN, 1/4-0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE THREADFORII 1 1/2"Min,PENETRATION 0 12 D.C. PENETRATION OF THREADED OF THREADED AREAJO AREA TO EXISTING W0001 HEADER.(SEE EXISTING WOOD HEADER. TECHNOLOGY W/ 1 I/ir'MIA,PENCTRAtON OF THREADED AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE 014 SHEET '5) +SEE FORI (X)HV WALK-OVER INSTALLATION HV WALL SILL INSTALLATION I &.HV FLOOR INSTALLATION FLORIDA BUILDIN CODE(Ron High Velocity Hurricone Zone, 11,11 ...... 020f7 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 4 BERTHA HVTIJ Shutter System Accordion Sbu hi TTIUE C �o A.S.S.A. KV. BLADE#) W/OR W10 KV.WNDOW RADE American Shuffer Systema 4EV.94 UM"tPI104 DATE Ti LLIT TESTING & ENGINEERING COMPANY OLD 15-065 07/27/il W"ay;/2 _2-�O7/1�7 6355 11,W.Uth.R�St.,105.VIAWA GARDENS,fLOR01 33t6f Association, Inc. 05871-1530.Fax:(305)871-1531 4268 Westroods Drive ult.0.0_7 9 DRAVANG No 10 West Palm Beach. FL 33407 3 ..0AfALEW-,` WALTER A.EB-06087f0 J.P.C. 4 17-107 P.E. SEAL./§1%A*T'IJ"R'E/DATE ILOACA,U�#44 167 5 SHEET 6 17 OF 20 F. END INSTALLATIONS (!) NV BLADE OR WINDOW WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS =2•MYIM •M.MOOD S RED'a 2Ne...wow ISt'M4) r'sTuas REDb. wow VT{rt#%. x . i I/+'t fAPCM! 'i.: • .� . w0c M91. (AS+PPEJC%IdL) `� (AS ISLE) l\ /' chi ,,,,i\, i rtO 1 2;CDD MY! tf -ti:l \ j 1 Nahl rXKTaw rAAas 1- rot/2•a% PLrA000 r a9 i / ST1,os —ansr'9'rcvss' _fff J/()/�`\ ` J�"'Exmuc as'ss 1 t i; tymvD cuss !l '^�\\I' L-. I/�O \\\ .. m SWAFATF�(saCox LDE gvrum4 PtYt9% - ��I..uu�� i E 'Mu,COR Itl MASS(SEE OF r W,SEANWKN 9EDLL[04 96f VETWQI. " tt�/Oq Et DC�i'IT�kC sakD ai 9EET GttOAM27. '9!.JN�+ tfaS,Y Imo, C OF tv r�F{ tt rEq Ntic 07uu t/2•* tl rw eupc N%w t014 SHEET 19 FD {a�7 u a)0.C�FSF, ,� n•oLYWWO. EUMSIDa/�51 wu 04 ow 19 ItP 1— O4 SW 19 RAF EttL6 EDa rL+rE fEM,tre 1/2' fWSF4 1 -:A '•A' AT riMfft R8 1 j a+) rox-6076-a- SIDE /ttllttr S.M.S. -.—..- n 0o6 oa Sus _.,_...1 (%caa-fe wqq Ai�OR - TE DET41 X i sR O*SWC CONNECHArJj +ORSEE X AA c To TlucKs °QN" @ OMC7� R n-p-Ce} •f3- e �•a to•r• r.fs. '!II-rCD 0•¢.fr.�, SJ•�q•O.�j.fr}• O d J o9• '' U G27 ZD-O�7 2 ^ a. a D CONNECTION DETAIL END CONNECTION DETAILf9J END CONNECTION DETAIL CO E�_IL—N..DET (I3 END CONNECTION DETAIL C8,) a]g511NG +FE(AEAEA Dt2Y rW Spltr'GgFATFR iN4`t q•-O' 2•W'MW,w ills TAK&I AKHORS 51tga RLOb `w/i t f2.WL tN'e IwAlt1 lttl.tlY S.Y.S, l2'V, 0f6 GC. EXISIINC CEASS--+„ PEMRMTIO!t a 12'O.C. PENRR+T1 1.1r o.6 -+�y nc0 \ t •uY. s� df 4 f SEE LEAiiTAT70NS OF USE FOR yon SWAPA104 .i _ '\\, 11 roa awE bac d BLADE(BON SHEET 19 TO OASS(TEE OI•?SCT 14 rDR ___ SomLEEOEOaLT -_--'-- tt FOR 0•+sa0712 2°� 1/2'wx t - / 1\ J R IT7 r -�. V- 6 (baa .. 4 a -C1-aU 4•C> 1•C�-• l WALL Evu�t r.. uqr,xoom NNA.. ^a-O O•(n}-dg fs• i{�aati3aq(1 ca 5 �(fE}�( STMS REDb. n+m+ t - •t3-U Q ^ PLAN U•O7•�-Cn7•flr•3s- O°'07-, .n0.�.�, f4- !?.EIAILX ---- END CONNECTION DETAIL (j)t END CONNECTION__DETAIL i2 FLORIDA BUILDIKG CODE Non High Velocity Hurricane Ione 111 'a,�. �•/ 14017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM SSA �1 L E C 4 ,INS. A�, ,� Accordion Shutter System xx BLADE#1 w1 OR w/o N.v xiNDQW elaoE '—4WK? :* TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.fl OCSCRIP11011 DATE DRAWN DY: E.C. V� ;• 6355 tiw-sato SL.Slo.305.\tRONIA OARDENS,rLSRGE 33161 Association, Inc. 1 OLD 15-085 7jT7/I LutE: 07J27/17 `- Ph..*:(305)871-15.-0,row;(305)871-1531 4268 Weslroods 1Dr4ve 2 DRAWING No • ($' tt-m •'•••••'••CC•,� EB00067191ctm west Polm Beach, FL 33407 3 • ZONAL 4��•-•• WALTER A ULUT Jr,P.E. 4 17-107 IP' .E- SEAL/SIGNATORE/DATE #z°R°A tic.{44167 s SHEET a 18 OF 20 , I, (T AS tr ,,y3°"�°h2°" a (1)HY RIADF ACCORDION SHUTTER IN •GENERA!I!MIInnDNS AND o4NB![111c aF-Affi FGR IMMIA A O �O•11 Y `'� Y YIISON WIT I.I=.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.sl rL 2.MAX.SHUTTER SPAR:96` 3.ALLOWED UOUNDNGS:A D.C&H ON SHEETS 6.7:AS WELL AS o UOUN/NGS M.0.T.U&W ON SHEETS 16&17. a ONLY CEHTERAUTES(2�,(2�7{BOTH VI .OR 2(�` ANE ALLOWED WRN 1 .-a 5TWRETISCld. 9 YOIN Of �T T. iN F� � C%' %U5)EMUST BE INCLUDED ONLYO T EMCRIOR UACCESS SIDE OF NC CENTERNATE. TYP.EA.END ♦ ♦ ♦ + ♦ ♦ / ,+ (,"} + ,� (,"1 5.(A)1 V 1WND0W DLAOE 1A$HDU.ONLY ALLOW A MAXIMUM OF 5 OPOSINCS /I �.I 11 {S'a.0LE5}FOR fs PER BLARE AT SPACINGS MOWN ON SHEET 4. 4 UIN TOP OR MAX.5 WINDOWS a e a + OF ARI'3*0 HOLECLEARANCE FOR V SHALL.BE BOTTOM EDGE OF 11Y WINDOW BLADE Q ALLOWED'AT .0. en r i W1NpOLV BLADE!� {G}FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY HE FN ♦ ♦ ♦ I ♦ • 1l WINDOW BLADE 1/OLAO e _ (D)iN WINDOW E i©MUST 8E USED ALTERNATE TO A SOLID O BiADEe„l yt THROUGHOUT SHUTTER'S WIOTH. .� ♦ ♦ * • • + ♦ `1Y,Gg + (E)CEtJjERl% SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY (-•. A + BEAD 7 AT Eft1LETE SIDE OF THEM, SEE END t 1 •$yy55 + ���---LLL �/�, (F)POLYCARBONATE W WINDOW SHALL BE INSTALLED$O TABS FACE CONNECTION __ ♦ ♦ • s ♦ c +I i1tE INTERIOR OF INC OPENING SUNG PROTECTED.kTY W7NfIC1W MUST BE DETAILS ON SHEETS j L g ONLY 114STALLED AND LOCKED"G A IN SETTING TOOL PRONGED BY ASSA. 10& 18 TYP. b5 + {+ INC. FUM.HEIGHT. CCBBD 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME a OUILD9NGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P E 9 +� i &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 5. "E CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAM!(SEE NOTES I&2 ABOVE). (SEE PLAU FOR REQUIREMENTS) B.HU.7MUM SEPARATION TO GLASS SCHEDULE,PER ASTU E-1886: D N C7' TYP TOP&BOTTOM tV 1"Il.ay�Dp � WHO 20tiE MINIMUM SEPARATION TO GTA$$ NUMBED WIDTH '•-�) 7 ERU, ELEVATION IAN.SEPARATION To CARS EXlmNG GLASS ° SEC SD NAL ON SHEET II FOR RACE CV -.--_.---_._--_.-___ -L�-.-.--.'"-"'" ANDONT145 SH1ET FCR BIDES(D&O}A CO) ALUEN W/i4EXTERIO TYP. SYUTA RICAN cONTERMATES Q / Wf 2 OR S AND WJD S(SENOTE A RRWE} PLAN 21 i TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ~��------' 1ILLttia�!i�g... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 2t1 Y' "• f/` 02017 OINC,LTECO, 02017 EASTERN METAL SUPPLY.INC. �i� yrs BERTHAHVTM /-:Ti7L4 A.S,S.A. KY.AIDE#1 W1oOR Shutter RV. NDOWSystem TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.He DESCAIptirni DATE DRAWN BY: L.C. :.(}�`•.,F P•:'(4 ,+` ass:N.w.sau.Sc.see,_as,atar:m.cwD©Ns,ttONO;aT1t Association, Inc. 1 OLD 15-085 7/27/2+ GATE: 07/27117 Friona:(705)871-1530.Fa+:(705)871-1331 4288 WOstrddds Drive 2 DRAWING No sS,� �At �ya,e a EgoY1�e6cfio719.tin West Palm Beach. FL 33407 s 17-107 7^'a7 WALTCR A TILUT Jr,P.C. � °4 L" 1 44267 s SHEET A.E. SEAL/SIGNATURE/DATE 6 19 OF 20 , 1, 1 1 CK O) HV BLADE & HV CENTERMATES Mox.I- VARIES INSTALLATIONS WZ -12.000 Mtn, A A-653 GRADE 4D 0, 10 Min,0-60 GALV.STEEL 2-M--.-1 083' T- OX METAL STUDS At I D.C.V ---------1 40 INTO METAL . STUD WALLS 0!10 d -- ----- 1/2-0 6*D.C. 75' 01 2/4"m NOMINAL * GENERAL LIM IONS AND CONDITIONS OF USE EVE 12 FOR DERTHA(1)HV BLADE ACCORDION SHQUER 6063-TS ALLOY (13 a CO.44 SLYSTEM INSTALLATION TO METAL STUD WALLS , C .4LY. 'B I. 'ai%'. a .111L THICK I O.C� ASTM A-653 GRADE 40 Min 0-60 1 SEPARATION M GLASS SCHEDULE GALVANIZED FASTENED Z&IUDS 41 E—Mo... �&(2)10.T/z' ON G FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 76 (PS() [OR&EXTERIOR FACE AS P CABLE 2, MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTIM E-1996 SEPARATION EXISTING GLASS MIN.SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET, TO GLASS 4 ox To CLASS I \ /.--\ 5 ��&IGTH�11 ��—(SEE SCHEDULE) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 43 1/4`79-203- BOLT AR= METRICAL LAYOUT.l 1P MUST PENETRATE WITH 24 EA,A 43c 1" 0 USE 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 13/4'x 0 1/4*X 0X35*THICK M.' EXISTING nUISH (D INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 373' 04r.GALY,STEEL IW.K CHMNEi: AS APPLICABLE CENTERMATE. 250- DSO" ASTM A-653 GRADE 40 Mu,,0-60 1 QED FASTDn TO STUDS (z)060/2'TEX SCREWS 014 43c 430 Oft&EXTERIOR ME 0 S'O.C. -0-20 THREADS \0 6 1/4 BLADE SLACK DETAIL HVF IS ALSO VALID FORI 1 jA"9-EQ--COHSTRU(MON .j 1/2- 12 CENTERuATE'(D APPLICATION WITH 13LADE(D PRODUCTS FAR-1,10K HD 0 b /6�.�1 1/2N 0.035*THICK ' . ASTM A-653 GRAM 40 a 6" O.C. Uln.G-60 GALIV.MEL MS WALL HEAQER -SILL INSTALLATION COMPONENTS METAL STUDS AT 16.O.C. N�lft. -EXISTING FINiSH AS APPLICABLE SCALE: 3/8-= I- VA � (rrp.Top BOTTOM) rA ---- ------Alt- 1 1 3/4*.6 1/4'.0.03V THICK Min. LEXISTING CLASS CONT, GALV,STEEL TRACK CHANNEL, GALV GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS SYMMETRYCAL oN 4.3a 3b 43c, MIN,SEPARATION VARIES INTERIOR&EXTERIOR FACE `::CENTIERMATES W TO GLASS SCHEDULE) Max. SIDE CENTERMATES (SEE ELIQR ACCESS ME -INTERIOR ACCESS -----------------I ------- -------1=------------------------ 7r------- --------------- ------- ------ ------- -----------i r--- ----_____-____--I 1 is" Min.) I - ---- --------- 12 --------------- y - ----------------- - ---------- ---------------- ------ ------- --------- -- ----------------- L(2)(4 2) 1 (42) 21 21 21 LOC�16 AT 102 HV HEADER/SIC IDS --- ------------- --- VIEW Y (6"Min.) (24 SIDE CONNECTION TO TRACK (12)-/ �3 1/4'(Typ,)—6 1/2 (TYPO —7 —6 1/2'MAX.SLACK **--� (Cont.) h—VB - SLACK DETAIL ffiLQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 TILTECO�INC, ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVIIA ASA n Accordion Shutter System 7i�rg q�6 . . . . f KV. RAM#1 W/OR W/O KV.WINM B" S American Shutter Systems WV6". mewma" DATE ORAVIN ft LO. TILLIT TESTR.M.3618 ING & EN51x,SOT,GINEERING COMPANY 331 Association, Inc. I OLD 15-085 07/27/1-, DATE. 07/27/17 _qT*Tl:nP Phone (306)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING NO .. (a-00011719 17-107 qqr! WALTERE., 'J'w j P.F- . ...... FLORIDA U,-1 44 1 67 5 P.E. S E* SHEET 6 20 OF 20