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HomeMy WebLinkAboutProduct Approval 2/11/2020 Florida Building Code Online T BCIS Home Log In User Registration ` Hot Topics ; Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search j db a Product Approval r s� � USER:Public User i> ' � ProductApproval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived f-<' Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive Palm Beach, FL 334 (561 REVIEWED FOR (561)209-$263 bfeeley@easternmetal.com �p p CODE CO9'�'EPUAN(�3E Authorized Signature Bill Feeley UCIE COUNTY Irod rig uez@eastern m I!c6 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File Cop v if Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i. 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 12/31/2020 Validated By John Henry Kampmann Jr. L 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://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 '4/4/2019Florida 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 +64,-64 psf.See sheet 5 for other spans and ASD pressures. 89.2 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 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: ® e;. M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERA NOTE 1,BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(ILIA EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND BE INSTALLED WITHSASHALL BE DIRECTIONAllUTTY FACTOR Kd RMINED AS 085,USNGSECTION I620 OFASCE 7-10 AND SHALL NOT EXCEED THE MK MENTIONED CODE.FOR A MUM (A.S.O.)IC WIND EED DESGNOUIRED BY THE PRESS R RATINGSSNDICA ED WHERECTION SHATTER tt7l.i. TABLE QF CONTENTS ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS AREA 1: HV BLADES n& A BY MULTLPLYING THETA BY 0.6 IN ORDERTO COMPARE THESE W/MAX,(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,HERE NOT OVER STRESSED.A 33 S INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS MM 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 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 10214.03-03,#4715.01-03,J1004,01-05,#1214.01-D5.00317.02-06.#060941-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE C17 AND W WINDOW BLADE (1-4 AND E-1996 STANDARDS (MISSILE LEVEL.D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. {WHERE APPLICABLEI -HV WINDOW BLADE 0 10505.01-08 AS PER ASPM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE Qf+ ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMTATIONS AND.CONDITIONS OF USE INDICATED ON SHEET l9 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHAH.BE#14.2.75'AND 114.1.75'RESPECTIVELY, 410-HT WINLMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Tui YIELD STRENGTH AND 1190 ks!TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV D4CROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENERNAE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE tN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHUT BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS NDGAED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 kai FOR END CONNECTION DETAILS 1-B,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER D04 50018 WITH SO ksi LAIN.YIELD STRENGTH AND 90 kai MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND Stub.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4- ANCHOR SCHEDULE- CONCRETE& BLOCK SHEEP 14 S.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 SPEancAT10N5:HV BLADE O: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(j)&® WORKING IN UNISON! 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET is &THIS BERTHA H.V.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 15'45B.179 ISSUED TO EASTERN METAL SUPPLY,INC. �� 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 SrAL/CAULK AREA,3: ITV WINDOW BLADE �ry u ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10 EACH H UNIT MUST ENGAGE RACK AR PERMANENT LABEL AND I.00 INHD LELACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CEAREA 4' HV WINDOW BLADE L 1 J ONLY 11.SHUTTER MANUFACTURER'S 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.LABELING TO COMPLY WITH SECTION 1709.9.2 OF ONE FLORIDA BUILDING CODE. 12,BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAW4NG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(D)THIS PF-D,PREPARED BY THIS ENGINEER IS GENERIC.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIAE FROM THIS DRAWING SHALL. ONLY BE USED TO THE CONOTIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS1811M. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E,D.WILL HE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED E14DNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE F.E.O..ENGINEER OF RECORD.ACTING AS A QELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (D)ORIGINAL.P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL A140 SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. rr+A+Y++-- I FLORIDA BUILDING CODE{Mon High Velocity Hurricane Zone 11 �, (b=7 EASTERN METAL SUPPLY,INC. ,r 02017 TILIECO.INC. GENS, :`'�' �_ BERTHA HVTM i E C O SNR:. ,. A Accordion Shutter.System * tLu t�l.Ane#1 w/CR wfo H.v.YLRr�oaav aL+loe �T , American Shutter Systems LV.H DESCRIPTION DATE DRAWN BY: I.C.T TILUT TESTING & ENGINEERING COMPANY < 268 Westion Inc. 1 OLD 15-065 Tf27Ji DARE; 07/27 17 a333 I.w.3au.ST.,,sa.30s.A1Rcxu cATIDLN4s,ria4iSa 331a 4268 Westroods Drive x Phone:(305)671-1830.Fox:(305)071-1531 1A a-myi:t4two0w.tom west Palm Beach, FL 33407 3 pRA4'IING No ,r "' ��1 17-107 S `'`•••,••• y ItA FH-O0067i9 4 =• s�ONA� `-1111 wFLL RLLT P.E. FLORIDAoRLk.i 44/67 s SHEET P.E. tMtAf&gt111URE/DATE 6 1 OF 20 r. i n �• LAUVAR"s Mo., m 1,22 4 4 HV SOLID BLAME HV UNIVERSAL FLOATE HV 90'/186' 'S*TARTER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE %V/ HV 13LADE(D 14V DIRECT MOUNI HV BLADE I to MY WINDOW BLADE' 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W KV 6063-76 ALLOY AND TEMPER BLADE UI 373'- -SEE LI DNS OF USE OF GLAD ON SHEET 19 6Or1_T6 ALLOY AND TEMPER :124'- 60 - TEMPER 3.226" 1.500- 7 79 842 4"897*' o "A 7 H 4.436* 12 .9 1.37 V ADJ. ADAPTER WILIP 13 7 .............. . 0— & 226' QUALIFIED FOR USE W1 HV WALK—OVER WALOVER TRACK 1_� FLOOR BLADE(D OUALIFIED FOR UAE W1 IiV (�)HV TRENCH TRACK t_i �_.255" I TRACK LOY A BLADE T QUALIFIED FOR USE V11 MV QUALIFIED FOR USE W HV 6063-Y6 ALLOY A 0 TEMPER BLADE Q ONLY. (Eq HV RAINGUARD BLADE I 6063-T6 ALLOY AND TEMPER OUAUrlED FOR UAE W/ HV 63-TS ALLOY A R VA!SES BLADE AW A 6063-T6 0 TEMPE VARtES 1.936' ALLOY 1.01 T .083' 93* '093, .12 670 • 6 6 70 S20.1.686' ji 670 .152,9, 7 n 1l HV CEILING HEADE (i HY HEADER/SILL QUALIFIED FOR USE HV BLADES 103 HD WALL HEADER OMFOR USE W/ HV BIADEMONLY. 6063-T6 ALLO AND TEMPI QUALIFIED FOR USE IV/ H E(i Qf J4 SEE SECTIONS FOR VALIDITY-7 SECTIONS Dfly. QUALIFIED FOR USE 59/ HV ALLOY AND TEMPER 6063-T6 ALL Y AND TEMPER BLADE(1)ONLY. 6 TEMPER X Y 2- 1 2- 2* 5*MAX. 1/8" 1/8" 2- 5"MAX. 0.192' 0.192" 1wx XIMN.YJAM t CovPONENT A I B TI T2 (1 24ANGLES ' 7*MAX. 0-190' 0�190* POSTS 101FIED FOR USE W1 HV ALUM ANGLES IR I IED FOR USE W1 HV BLADE I QUALIFIED FOJ�USE Iql HV BLADET -TS ALLOY BLADE(,t'ONLY. � 2* 5"MAX. 0.139'1-31, 606 LLOY AND TEMPER 6063-76 ALLOY AND TEMPER 02017 TILTECO,Mo. FLORIDA BUILDING CODE(tion High Velocity Hurricane Zone11j1 {. ' A. ri, 02017 EASTERN METAL SUPPLY,114c. tl %v. ...........! BERTHA HVTM Accordion Shutter System Mco N.. AS.S.A. KV. 0_4DE#1 W/CR W/O KV.WINDOW BIADE American Shutter Systems REV.No DESCMPTICII DATE DRAWN 9r; LC_ TILLIT TESTING & ENGINEERING COMPANY _OLI) IS-085 07M DATE 07/27/17 ATe OF • '355 111w..16 WWI%r5.33,6 4268 Westroads Drive 2 Association, Inc. I fton. (30s)a7i-i53o.r..!(3D5)871-1"I — DRAWING No West Palm Beach, FL 33407 3 ED 006710 17-107 WALTER ZOTILUT J,.P.E. I rLOM4 Uc 144167 1 SHEET p 2 OF 20 CLE CAST FLAT HEAD MR OLWEL 10R= --OZ GST MOUSLsa WEL DRESS TURN FO PA141 -E R4S Y1.01DOR *.6 X.A 9.434. eRm CnNlv-q \-1; C &KM(C."M (CHROME PLATED) 21 0A) PiATIA) HV CENTERMATE q-2) HV FLOATING CENTERLA ATE' 1.325,1 7 HV LOCK HV EGRESS LOCK UALIFIED FOR USE W1 HV SLADE(D& I Ly l C1 1a00. Mp�� I.* 6053-T6 AL A TEMPER QUhIhED FOR USE VI/ HV BLADE(9&CA)ONLY 3. -1 QUALIFIED FOR NV/ mv QUALIFIED OR USE V// HV ONLY. BLADE i & (B)ONLY. 6063-T6 ALLOY AND (2 FOR USE $4, ALI 6063-TS ALLOY'AND TEMPER ONLY PLASTIC N r-250,010, 518 EAD 1.7 e MOLDED TO .0 5" SCREW q 2,079' %.75S" A 60"AFFER RIVVINO 'os. 1/4"jg-20 x 3/4" BEFORE RIVETING S.S. THUMB -'R 1/4"0-20 RIVNUT* SERIES 9444 ALULAMIJU(2024-T3 ALOW)LAKE FEAR=THIN n SHEET HVISER1,PART 1 0820.AS MANUFACTL)RED 11Y AVDEL • 2,7Ny* CHERRY TMORN,PARSLPPENY,NOW JERSEY 07034 OR EQUM- PLAN FRONT E"VATION �g H MALE "T" LOCK CENJERMATE QUALIFIED FOR USE W/ KV BLADE Q)ONLY V -1 ENTERMATE HV "T" LOCK FIV ALTERNATIVE LOCK LOCKER FOR MATE 6063-TES ALLOY AND TEMPER MY FEMALE " LOCK ONLY QUALIFIED FOR USE QUALIFIED FO_R USE W/ W QUALIFIED FOR USE W/ W BLADE Cl)ONLY QUALIFIED FOR USE %V/ NY BLADE 6063-T6 ALLOY AND TEMPER 6063-TES ALLOY AND TWO) VI/MV BLADECI ONLY. WIDE W ONLY. 1917 3.161 o I J, 463 CYLINDER OR TFfUMSTORh 214' X62 'Al 214' KEY CYLINDERDER . j n 0976*min. 125'M— :33 , HID CENTERMATE W/ NO LOCKING ROD HD CENTERMAIE W/ LOCKING ROD405 m 0 ,fj OVALIFIED FOR USE W/ HV BLADE(j)& QUALIFIED FOR USE W/ HV BLAOEQ)& CA) r 6063-T5 ALLOY AND TEMPER # HD CENTERMATE'S INSgRT • 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE VI/ HV BLADE() (UA, 1 1130- 6063-T6 ALLOY AND TEMPER 100 --14&L 40.5.'-S40Avp**- :0/2- ODER (SEE DETAU? 00 4.ER OR KEY is CYLINDER L 1S C7LOCKING-R 1/4"0 HID LOCK QUALIFIED FOR USE W1 HT BLADE(a) 7, HV 6063-T6 ALLOY AND EMPLER �D6 HV 3ZWO ACETAL 14" 0-20 AISI 304 BY RECENT WROVIARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. VIERIES S,S. THUMBSCRIEWS QUALIFIED FOR USE %V/ HV BLADEO& CA 5 INSTALLATION WILL REQUIRE A 7/1 HOLE THUMBSCREWS FLORIDABIJIM (Mon High Velocity Hurricane Zone' R QUALIFIED FOR USE W1 HV BLADE 1AILLED AT TRACKS FOR PROPER EDMENT LIFIED FOR.,y,%,yjj.-tiV 8 10 CODE 02017 TILTEOD,INC. C2017 EASTERN METAL suppLy,INC. BERTHA HV Accordion Shutter System 11-L-TE—C—;�O-z;=,N"cc A.S. KV. BLADE,#1 W1 OR W/O RV.WNDOW MADE p American Shutter Systems 1EV.H, DESCRIP11011 DATE DRAWN ey, LC- TILUT TESTING &'ENGINEERING COMPANY Association, Inc. I OLD 15-085 EVL7 DATE: 07/27/17 STME OF -:17 ., .4 0' � N.W.joSt,St.305,NIRMNA WDOUS.FWRVA 33%U 4268 Westrood Drive 2 (.'(15)871-1530.i0.:(M)871-1531 DRAWING No r -.a,14.0cwk" West Palm Beach, FL 33407 17-107 � EII-000,5110 3 RVD ...... VWALTER A.IiLuy ".P.E. 4 FILORM U.#44161 3 SHEFT OF 20 CONCRETE ANCHORS r tuts, r CONCRETE ON POURED SEE SCHEDULE ON SHEET 13 i 10 17ASS AJC I r r r w.S OL45 Ott ) ( ) EuxE ( ! OR ExCLASS f I ro cuss (SEE SGFOULE av REQUIRED D_ EDGE Or ,+t OJAb GLASS--S u"io aF 1 Su10 11) . �.� ._ t to t..{� r" �. [('^^'.��E. D• APPU XIS Ste; e1KCS C8 k 4� `. r a swp.. t r r 3 •- r �7f('"�`' AL1FA7•UIR i i i i 1 i EXISTING ' llt.,.'ft1..EE' t 1 ANCHO EQ 1 r i t r r t t G1AS5 t i) COtA+itON #10X3/4"HEX WASHER )! OR 3 OR 15 .� 3ta'uN. TEX SCREW O i2'O.C. DGE Or 11{ li J/e uri, CONCRETE ANCHORS 8 LAD If (SEE SCHEDULE ON SHEET 13) E ' EQ t'. `APPLICABLE i ECCE OF T . EXISTING I 1 I i EDGE Or--+ s ^ 11 SLAB IF r . GLASS SLAD IF 1 r r, 1J2 _ t EDGE OF r APPLICABLE Urt APARAtIb, APPLICA8IE f E 0 —£0 SLAB U I TOa7.AErJi .. ! IE APPlICc91E CO RE)E E/O* COE'#E FLAT HEAD CONCRETE ANCHORS n tDR E CH "O" f POURED ,; R UIRED REQUIRED (SEE SCHEDULE ON SHEET 14) r ttt S4 XI i911x1 1 O CONCRETE ' - FLAT HEAD CONCRETE ANCHORS EFFrFSma;Q1 REQUIRED E.(L. E.D," (SEE SCHEDULE ON SHEET 14) II TRENCH INSTALL T10N � VALID ONLY FOR UP TO +70, -75 PSF A.S.D. LL�#`r FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER CSTALL(�jJON BY SCHEDULE p3, SHEET 11 HV EILING IN I EX ANG 4.MP,RAI" - CONCRETE ANCHORS 1 TO CL ss [m nc r tt O (S E£T IS) SEDUCE ON 1/+.DIT, •k'o=Ota�1) i tEXISTING EXISTING 9rm 10 $ EXISTING—} .srpAMtXw to pAss GLASS-�-- FECiv10LOGY OR t/4b POnt:Rs ( /;- CLASS i GLASS "''ME`t u an=H) i-- 1'1 4 ! FtSR 3/4.IEM TNT'DutterANCHORS a- MA%. ♦ Ytt.0"tu Xi'110 1 314.P T 6`BO'SPA O 8' I tt i 'r(Ltt�+w�'� 'rI t 0.4 FOR Up i0 B'-0'Sp.Vi A•.'0 I D 1 I r J ; V O.C.rOR SPAS U.ROM THAN r'r ! LP 70 e'-4•EIAX.F 4 . rTr I 1 1 s MAX. S!AtM AF EYIRf FA5:EE Dn'-}C+9'E!�1£ 112- 110-3/4- 12' DR r t 1 W SHER4HHD�E'•0; SHEET TI FOR LIMI3 8 I`IWE. S '' ..-+• i i i i TEK SCREWS i CCNt.SFA'AHT HrN. fisX3/4' NIX HEAD..,,.J f T-{-.tTA 1 5/a•. I r r r ?• {i' r tt#•a-s0.3t+'SS us IF 11 SCREWS O 9'D.C. r CONCRETE ANCHORS t" 6 7 1_s% B14X3j4•S.D.S. .j - t In - I) 1/4• '1 %/ USo:e t/4•n.70 HUES OR 1/4"0-20 S.S.N.S. ( I)/ s'-' O S"0. C. M6X. " O`0.0. W/NUT m 9.O.C. SEE SCHEDULE ON / ' ."' i SHEET Nal S1RUCtURAL .�Sf._____- , i f• )`]OR)8 1/2• .7,-:L. , (7 Rh'1 iY1 �,J' 2.OD'WN. WALL mIU(DECORAIAT i AJ EDGE OF ti '. '17• ES)_ SILL) �/ ,` t f14K3tM1•F.M. 50.5 �. )!IN. IifcXItRLTI aICRETE 1 7/8'---1--1 7/8_ FPPUCADLE'"�.....,'— ''�,_ CONCRETE ANCHORS SEE NOT€ 13(D) :- [~ L=--------f.D. POURED CONCR (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(Dj i E.D.,' ` OR CONCRETE OCK SHEET 14) POURED CONCREFE ON SHEET 1 -----{-- REQUIRED DR CONCRETE BLOCK f •. PTPOURED ✓ REQUIRED ©KEYSTONE MOUNTING TING .INSTAL, TION IO)1A1, CRETE Ob INSTALLATION ITV WALL WALK-0INSTALLATION M,XVLN A.%O.DESKAi PRF9wsv=64:72 pet CONCRETE RETE UAXWUU SHUTTER SpAp$'-O' REQ IRED V 1 SAL ON tTHIS x� NOTE FOR COMBINATION4 E.0�m EDGE DISTANCE t REMOVABLEALLATION 1HEN PHALL ERFORMED 1- SEE SHEET 4 F"OR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACE14T TD AN OPERABLE EXIT f SEE LIMITATIONS OF USE FOR OR 1N1RA1+ce BLADE eON SHEET 19 ASSEMBLY INSTALLATION DETAILS W1 (D HV BLADE, IN ANY WAY TO SUIT HJT'INSTALLATION. 1#MOUNTING SECTIONS CAN BE COMBINED 'i t IN �A A- Z' Z.r FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Zone' il Lt •" 0201'7 TILTECO,INC. 012017 EASTERN NETAL SUPPLY,INC. L�CEHs BERTHA HV7,.I AA.S.S.A. Accordion Shutter System S,S,Attu e"gt w/OR w/cT Ku WItaaav eve ~ 1` : TILT IT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N OESCRIPRDH DATE DRAWN 9Y: LC. �p�•-•, •;•'V�1yL1 6955 DW.sato.St.Sta.305.xRWai GARDENS.F MICA 371a Association, Inc. 1 OLD 15-085 7J2J) DATE: OT/27jT7 Phone 1(305)971-1530.FoX:(305)$71-.1531 4268 Westroads Drive 2' DRAWING No �L• \++11 �^ ED La-0008719 t West Palm Beach. FL 33407 3 17-107 I�_107 WALTER A TUO Jr.P.F. 4 �"rrrrrrrr t FLORIDA Lk.!44167 S P.E. SEAL/SIGNATURE/DATE 6 SHEET OF 20 w SEE END WALL N SHEETS 10 & 18 SEE NOTES ON LOCKING ROODS(D,KV LOCKS(b Oro OUT p. �� EXISTING GLASS INSTALLATIONS WJ 1 LO CK HV ** Ott SHEET 51 eADE SLACK DETAILMff 5 VALID FOR ALL BLADE W HV CENTERMATES GE.ERVATESAPPUUtRtl14WITH IRADE(}1 SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHE 2"r2"w<t/e'atl'-2 i I 8O+®°R l.J•�ati'.'J• 3 1/4" 7' 6 1/2 7' (6063-T8 ALLOY)ALaM, 4 METQYC ANLECW/(2) 1/4'O TAFCON I 1/2• AN cH Rs To CONCRETE CENTER MATES CENTER RTESION {raP/6OTTOM) g10A3d4'S.M.S.rA 12' Wf HV LOCK or � MI ARS s.M;S.TO TUBE j c.FULL LE1fC1(T. W/ HV LOCK or Eo s AT EACH ANGLE(SYP) —IN-1 (SEE SCH E 5 I : * 35* I N 3 3 ON SHEET „ 1 1 5 2` OUT @ « - HVB Hyc 10•®`"�•R?J°PQ•�� HVA { CROOK .8 10 . � PGURF ET�E NCRETEOR EXISTING GLASS Eau EGRLOCK WALL Exlsnur SYM NU SEPARATION ! To GLASS rGLASS l$ � g as Fnlstca j . I�EXiSTiN �.1 C.ENiE ♦���•���'�� _ _— ——� CLA55 a I W V 4 * OPTIONAL ®` � ���`� (SEE SCHEDULE ua fl__._ t�`3 ON SHEET i 1} i ' + * Off INTERIOR MIN.SEPARATION `����^Jy,7 TO CLASS =IN -OPTIONAL (SE£SCHEDULE ON SHEET 11) (INTERIOR) � ,/ __,..-—_.,��..�.-—_ __..._—_ OUT - ANCHORS.* T Z 3 VARIES ,i•x Or l..0,a-1•]•t, 0uT 6 1/2"MAX,SLACK I OUT Cv/ (ExTER10R� HVE �\"JJ ' ! HVF** H V D «till"",�/r,,.,r,, py» FIGRIOA BUILDING CODE Non High Velocity Hurricane Zana, Al �, 020/7 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. '1jC NSF•, ss �� BER7�'HA H Y TCA tv A. .(�7.�A. Accordion. Shutter System * Ti.TE c O 1Mc, H.V.MADE#1 W/CR W/o H.V.1MNWW RADE a "y(R71YOF� i TILLIT TESTING & ENGINEERING COMPANY Association, Inc.American Shutter Systema w.N DESCRIPTION aAtt aMnrl eY: L.C. i OLD 15-085 7/27/1 CAT&;_07/2-7/17 �M 8355 A&.36( 5t).9ta.953. .Fa.:(303)8 1-133 33}8 PhOOO;(J09)871-18J0.Fox:(]95)871-7931 4268 14estr9ods Drive x ." 1p ��a7t1 ED-00 67iB ASF wm West Palm Beech, FL 33407 s dR17-107 707 • SIIS WALTER A.TILUR'Jr.P.E. 4 #^"••�:r rrrtrr PLOMA Lt.1 44167 5 SHED OF 2G P.E. SEAL�SIGNATURE/DATE ALTERNATE INSTAL IT ON Wf HV "T" LOCK HY tom., FEMALE "T" LOCKS CENTERMATES 8 Ta9 & LOCKERS W/(T) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 h 18 INSTALLATION Ill HV BLADE 0 IN lt,�FYS„N00055 {0Wf HD CENTERMATS t3` ? I DEAsucc cETAn NT,wA,FA ON sHEEr s. AS AVIl AS UNNERSAL FECATOW SLAM ED OCTAL VOU-". �^, w tttDiCATETT ON Tt05 SHF£7,YAY of USER-TH TAS ACTERHA w�w B(�}•vw 8 .10•� ms,uurq,OETu ,ry auH Irt ,. SH �f.E END WAU_ GON CTION `,�.�w�.�w®,�w DETAILS ON SHEETS 10 a 18 (scat-T6 uLo*)7AUv. w I 35* 3b a ,unaA Trach, (OPTIC") 4 (OPn01Y1) J L.- _-----•- ,.--- ---.---------.--..._ - - 1 '{ tA)J,a rIr SAS.�e�i' i! [ #7°`aoc.nxL'L64iff.. +t AT rAG1 ANWL(Tri) IN (�)N.V. _ IN (.)N,V. 5 3 30 LOCK V"T(INSIDE) 1 wn5(m) 7 of: Dvn pia,) \) wVaT j,l _ i .,_.._ �.r� ,— _ �•— t iii 1 za is 1 t/a OuT 31 OR 2 * S 31 DR 32 31 9W _ 3 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 $ (Dpnolot) *SEE NOTE S FOR HV LOCxC). W/ 7/8"o X 3/32" WINGNUT. (oDnoxu),Ij,[�.8—HV8, OUT NDC—MVC -r LOCK.oN SNf£r 5, '* SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE) SYMMETRI�gI HO (EXTERMATES W/f3�� LOCK (EXTERIOR) W/„6b, LQCK (INTERIOR) t SONM 5Au ALVWaw (1025-T3 ALLOY)DACEELAIME TWN w©• 7Uwt✓'t0•Q3�' SHEET NUTSERE.DAA7/0910. H-10,0v0,9w AS UANUFACTUM BY AW0.01EARY �..! T0RN,DARSa�DUtI,NEW E%1JOKEY ©•Q•�wV•�•��• 07051 OR EQUAL_ ,......___�.®a�.�w(�$•�i u a �w� �wCt `dJwCfi t1OTM OR EOC*w AM$ k to®•wcCo On M=5 VALn TOR ALL C"MUTATM APPUCAT 3 WITH CUCE� —HVD*� fLQAT1HG `;MK j7j7pAYln�y� FLORIDA BUILDING CODE Nan High Velocity Hurricane tone 1 .........•. �"'� 02017 RLTECO,INC. 02017 EASTERN METAL SUPPLY, RIC. TT B RTH H TIA A Accordion Shutter S stem L E C d 1 Ta c� . . . . H.V.MADE#1 W/OR W/O RV.1WNDOW MADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE ORAM M. LC. Association, Inc. 1 OLD 15-085 7/27/1, DATE: 07/27/17 .W, ' +r •• 1 9355 N36th,51.,St.305.VA=rA&,AMENS.FXORCA 3316 '•• i PhOTa:,(305)971-1500.Fox:(305)871-1531 4268 Westroads Drive = DRAWING No s-moEB t10008719 odacom West Poim Beach. FL 33407 3 17-107 7_107 •.,,•ANA",A"AIt' WALTER A.I'LUT Jr.P.E. A P.E. SFf+L/SIGNATURE/DATE roRuu ut g 4167 SHEET 6 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REOUIRED REQUIRED EXI INC CLASS > EXISflNO'GLASS MIN— CONCRETE ANCHOR Z EXISTING GLASS > a Is-O.C� EXISTING GLASS Mlk SEPARAIM SCHEDLILE ON SHEET E0 FoR B_ADEa)ANu To GLASS(SEE 70 0-A&S(sa EO[ i TO CLASS($EE SCHMkAE ON SfW SOWULE ON SKEEr SCFZDUVE*4 SHEET I I MAX- ON%W Is-W UM SEPARATION < TO GLASS cm lkp-SEPA-Alm MAND OWR 11 FOR ELADE(I)AND (6063- NT. (Da G) —,ON SHEET 19 1/2' 1=1' SHEET 12 Fea �,%)ESAIE tkt ON SKIT$9 FOR M.CLOSER MAMS(D&0 LATE�(LOCATE M, &-Am(D&8 (THER SIDE OF 4 USE I'OR 2" Ip-MIN. CAS APPLlCASLE)x2"Xl/8'x S.M.S. -—-—-- ALUMINUM CUP ANGLE S,M.S­/ Is-Ole. 0100/2 (6063-T6�11Y))AT MID S__ V 16, 010kii C.5 A.. 4 .5 . IS to v O.C. (LOCATE AT SEE DETAL X F WALL AT I (D OR I EITHER SIDE OF G)) SIDE CONNECTI 14 1 OR SEE VETAL X FOR 1 OR OR SIDE CONNECTION SEE DEETAIL X FO SIDE CONNECTION TO TRACKS 6 7 3:6.6.5'e. TO TWKS 6 END CONNECTION DETAIL END CONNECTION DETAIL 2 END CONNECTION QETAI END CONNECTION DETAIL(j) A REOUtRED ONLY FOR SPANS GREATER THAN 12'-W' NCRETE OR CONCRETE BLOCK WALL EMSTING —EXISTING CLASS LEGUI; GLASS 1 / Wo if z -------------i > ------ ------------ SEPAR404 TO GLASS(SEE a is*wc� 'All,— y _77 zz= OR(�)OROOR CtJ SHEET \Y2. I-Anu > - '7-------- - --- 11 r (D&%!D IN. SO GQ7G-P' R(90R(5 ON SHEET I A.1111 ll= ------�_j OR@O a..AA MxS 12' (24 SHEL7 Is FOR 4 L CONCRETE--\\ I SLAM(D a G ANCHOR r is' 1/2 MIN, 1/2 MIN, ED ORgOR@ OR 2"MIN, S Or USE FOR 21 MIN. SHEET 19 (DOR@CR(90R@DR@ (60 R PLAN I OR DE-TAIL Z POURED CONCRETE UR -0.o.o. END INSTALLATION CONCRETE BLOCK WALL REQUIRED 1 HV RLADIE OR IIA) HV WINDO BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ECTION DETAIL ECTION I)ETAIL @ FLORIDA BUILDI CODE(Non High Velocity HurricOne Zone' 02017 EASTERN METAL SUPPLY,INC, ULTrCQ_Ae.--- --RW--VT ENS!�%' BERT H Accordion Shutter System A.S.SwAs KV. RADE#1 W1 OR W/O KV.WIMOW Bl" American Shutter Systems 4EV.No PTION DATE DAM)ft LC� TILLIT TESTING & ENGINEERING COMPANY -DAMOV27/f7l Association, Inc. I C�D 1.-085 _0_40's� 63S5 11�11.a6th,U.5",34%'MRWM CAROM,nOF10A S116t 4268 Westroads DriVe 3 7-- Ph..*:(305)871-16aO.I":(305)872-1531 DRAWING vdv.. .......... e­eb I west poim seach, rL 33407 3 fil_'006119 17-11�67 WALTER ICTILUT J',P.E. FUDRZ14 U. SHEET I RE/DATE IF 4416� 1 14: 10 OF 20 SCHEDULE #1 SCHEDULE J2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+" OR MAXIMUM SHUTTER SPAN* 1+" MAXIMUM SHUTTER SPAN*"L+- INSTALLATION LEGEND - NOTES* (it,). FOR INSTALLATIONS W/ --- OR -L-- (ft.) FOR OR -L-- (It.) INSTALLATIONS & @ or or INSTALLATIONS W/ EM a W gMATES CONCRETE & WOOD (1) 1+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK @ or 0 of Of MM & ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. Or r .0 OC CM & 0 6@ 1 OR W/ HD LOCK W NO LOCKING or ONE HV t LOC Or iiODS W/ NO LOCKING WALL A. B. C. D. E. m. N. o, P. o, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERM 28(3) 29 W/ ONE W/ NO KING RADS MOUNTING F. K & L R, S, & V. A.S.D. DESIGN PRESSURE RATING. IT" LOCK 30 W/TWO LOQONG (SEE NOTES 1,tt) (VALID FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM E SHEET 7) FLOOR/CEILING G, H. 1, It, j T. U. W & X %VALE MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING,. CoNapg�1,00d INSTALLATIONS 0 wxwuu CONCRETE&WOOD I'laww CONCRETE MOUNTING M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, p4z�DESIGN sDEM �O,Of"'" INSTALLATIONS 0 .54,OMCH INSTALLATIONS FRIESSURE WALL MOUNTING FLOOR/CE[UNG PRMURE WALL MOUNTING. PRESSURE DETERMINE MAXIMUM SPAN *L+*FROM SCHEDULE. MOUNTING RATING PATNO FLOORICFJUN(;NowAING -A RATING & GIVEN A NEGATIVE -SA. DESIGN PRESSURE RATING, (P.I.) (0.0-t, (0-14 ON 0 ON FLOOR/CDLJNG MOUNTING 0 OR FL UOUNTING DETERMINE MAXIMUM SPAN %-"FROM SCHEDULE. L L* (S) L-w t 1 10) 1 L-(N) L 4 t-M SHUTTER SPA14 'L+'OR*L-'FOR INTO WOOD Si-ALL BE LIMffED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 16'-0' 16'-0" 16'-0• 30 1670 IV-01 30 1 6'-w TW-13* I. DESIGN PRESSURE HONG, MINIMUM DETERMINED SPAN BETWEEN 'L+'AND-t-. 30 OR LES "ALL" 35 14'-1 D" 14'-IW 15*-2- 35 14*-ICr 35 lv-r I6'-10" 40 13'-t0" 13--10- 14--2- 15--21- 40 -TO- 13--10 40 14'-2' 15'-2* PROCEDURE TO DETERMINE MAXIMUM SPAN FOR IV-3.- W1 FLOOR/CEIUNG MOUNTINGS: 45 13,-1* 13'-1" 45 IX-4* 1 USED AT ALL 45 37-—J- 3--j- 13'-4- -14'-3- t KV CORNER CENTERMATE#3 MAY BE COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12*-5" 12*-5* 12'-B' IS-7' 50 12'-S;" 12'-5" 50 -jr-3 13,-11 MOUNTING INSTALLATIONS. LOCK114G SPECIFICATIONS 55 11'-ID' 11'-10' 12'-1' 12'-11* 55 11'-10" 11'-10• 55 11'-1 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 TI'7--4 )1'-7'--12'-4" 60 11*-4' 1 l'-4" Go TW-2, 10-11 NOTE J5.SHEET & RATING: DETERMINE: 65 10*-10" 10'-10' 65 10-10" 10'-10* L2+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" -70--s- I I--v- 70 10'-6* 10'-6'- 70 8--9- 9-4- SPAN FOR FLOOR/CEIUNG MOUNTING — - ti —I -- 8*-9* ttEXCEPT THAT MAXIMUM SHIMER INSTALLATIONS. 75 75 10`-1' Io'-I" 80 9F--10 9,-I0- to*-o" t0*-9, 80 91-10* W-10" SPAN'L+'OR"L-*AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9.-6. 8'-6" 9'-9' 1o'-5' —85 —W-6- W-5. PRESSURE RATING FOR INSTALLATIONS INTO CONCREIE RATING! OR CONCRETE BLOCK SHALL BE UMnO AS FOLLOWS. 90 9,-3* 9.-3- Io'-I" so W-3. 91-3" DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 qF-o- 8'-9- 9'-2- 9'-10' 95 8'-9" LIMITED TO +64,-72 p.s.f. AND B--O' SPAN. SEE 1.2- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 9�-r 1-00 MOUNTING(g)ON SHEET 7. INSTALLATIONS. —Ior> —8'-7- 7--11- 8--9- 9--4- 105 11-1. 7'-11' 8!-7' FNAL MAXIMUM ALLOWABLE SPAu IS EQUAL 10 THE 115 8--2- r-3 8!-4 W-11 115 8--2- 7--3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Ll+*, "L2+-. *Lt-'AND"U-" - - - 120 81-0, 6*-I1* 8'-2' 81-9- 120 .-0- - W-11, (4) GO TO ANCHOR SCHEDULE WITH F114AL MAXIMUM 125 7'-10' 11-6. W-o* 8'-5' 125 7*-10' 1.-8. ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6--1- 7'-10' 130 7"-8" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 7'-9- -7-- WIND ZONE SPACING. 135 71-7- 6--2- -SF 135 7'-7- 1-40 7'-S- W-11- 7--7- -7; 6" 140 7'-5- SEPARATION ASTM E-1996 145 5-9" 7'-5- 7-3- 145 TO GLASS 150 -2- 5'-T -4- -V 150 7--2- 155 7'-0' 71-7, 6'-9* 155 T-O- 1 THRU 3 160 6--11- --77--1' 6'-7" 160 W-11, 5--2- 165 61-10, 7'-0' 6-4* 165 6'-IW 5. 170 6'-9" 4'-11' W-I 1' 6'-2' t70 W-9, 175 6-7* 4'-9' 1. r V -1. 6,-(r 175 -1. 4'-9* - - - -T-- 180 W-6- 10' 180 6*-6* 185 5'-5' 4--6- 6'-7- 5'-$" 165 6--5- 4'-6" 10 HV BLADE. -3' 6*-S' 5'-5" 195 6*-3- 4'-3" 4*-2' 185 5'-5' 6--2- 4'-2' 6-4* W-r 200 6'-2' :0�1_ FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone: 205 205 G. V ......... 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTP.f Accordion Shutter System /rmlit"R c�o A.S.S.A. KV. B-AM#1 W1 OR W/O H.Y.W=W RAM American Shutter Systems 4EV.No DESCRIPTION DATE OAAAN"W&V./L-G. TILLIT TESTING & ENGINEERING 'WOO Association, Inc. I OLD 15-085 e�Oe:?A COMPANY :64,AN 6355 N...30 SL,Sic 301,VIRVIN14 OARwil,FENWA 2319f DATE- 07/27/17 % W phol,.%(305)671-1510.Fa.:(3D5)071-1531 4268 Westroods Drive 2 DRAWING No ......... West Palm Beoch, Ft. 33407 3 0 EB-0000 17-107 6719 WALTER 0.TILUT Jr.PC 4 P.E, SEALfSiGfi 4 URE/DATE FLOROP,Lk--1 44167 5 SHEET 11 OF 20 :.a •�: r r: ll � 1/1 :a r r . .i11 :R-^t• .ia .i •: 'iara .♦ ilia •i1' •: •. :ai •: hsa :ai ��r't=' Ii�1 ' ` . 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SCHFrn u E FOR A CNE I MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESvTL1NECAIM PRESSIRE RONO AND A CORRESPONDING MW DNG TYPE FOR ODNGRM OR CONCRETE BLOCK INSTALtT10NS (SEE MOUNTINGS r 0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POU(8DBLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min,CC-3 kci) LMXoAw E WALL SILL MOUNTING QG CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS W94UFACWRED BY I.T.W.BVIIDEX.(Man.1'c s 3 bN) $PANO ANSM SPACING i F004D - 114'0 x 3/4`ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINT'S SCREW,BOLT&SPECIALTY COMPANY. (lin.Pc m 3 k9i) (� &OEM INE PAIWC O,DMIRI NErA%X PA3AF2E RANY, SD lIF3JI7M IMR&PRP,.', MING - 1/4.0 BLUE TAP CONCRETE ANCHORS-W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min,I'c. 2 kai) TAPCON OR 30 40 60 75 90 120 160 205 30 40 160176 90 120 16O 205 3C1 40 60 75 90 120 160 205 TAPCDN WITH ADYANC£4 tf4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 t2 t0 8 8 8 6 a 14 tz t0 9 8 8 6 5 li 12 1D 9 e 6 6 e THREADFORM TECHNOLOGY COMPA4Y OR ANY DIHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIA7106,INC. 3•-D' 14 !2 t0- 9 a 8 8 6 t4 12 to 0 8 8 6 6 14 T2 10 9 8 6 6 8 {Min.1't+.3 kei) ALL POINTS SOUD-SET DR LESS 14 12 10 4 8 8 6 6 14 12 10 9 8 8 6 G 14 12 10 9 8 8 6 5 BLUE TAP W/CAP KUM= 14 12 t0 9 8 6 5 7 14 12 10. 9 8 8 6 5 14 12 10 9 6 8 6 0 TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER, ti 12 10 9 6 7 5.5 3.5 14 12 10. 9 8 e' 6 8 14 12 10 9 8 8 6 5 N4CHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' 14 12 10 O 6 a 6 5 14 12 10 9 8 e 8 8 14 12 f0 0 6 e 8 5.5 44 12 70 9 8 8 6 f it t2 HT 8 8 8 6 4S 1+ t2 10 0 8 6 4 33 A2)MINIMUM EMBEDMENT IIF ej4'0 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7fe'INTO THE POURED CONCRETE.t40 EMBEDMENT 4 12 10 9 e 8 6 4,5 14 12 10 9 6 a 6 5.5 14 12 10 9 8 8 6 i.5 �� INTI STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO T4- 12 1D 9 7,5 SS 3.5 - 74 12 10 9 8 8 6 5 14 12 10 9 8 J 5S 4 ♦5Yi Ulrtt�40" Dr V19 FOR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 f0 0 8 8 6 6 f4 T2 10 9 a 8 '6 5.5 14 12 10 0 a 8 8 IS BiAM tAdl SnE£I t9 t2 t0 9 8 7 t - 14 12 l0 9 8 65 5 3.5 14 12 10 8 65 5 35 3 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 72 10 9 8 7S 4.5 - 14 12 t0 9 6 8 6 45 14 12 t0 9 a 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I4 12 9,17 7.5 8.5 aS - - 14 12 10 a 8 7S 5S 4 14 12 IO 9 6 8 4.5 3.S NOTES At) t)N&ITNT2)EABOVE R INSTTAL 5TU05ONNSS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-D- SHEET 20. 1, 12 t0 9 8 8 5 - ft 12 10 9 8 8 6 S is 12 ib 9 8 8.5 S 3_5 14 12 10 9 7.5 9.5 3 ^ 14 12. 70 6 7 5.5 4 3 14 12 B 85 5.5 4 3 14 72 10 9 9 e - - ./4 t3 10 9 8 5.5 5 ,75 14 12. 70 5.5 p 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) it 12 5 eS 5S ! - - 14 12 t0 9 p 6.5 4.5 3.5 14 t2 10 . 7 5 4 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREJDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUIUOEX. 14 12 10 . 8 8 - - 14 12 10 9 6 7 5 4 14 I2 10 0 77 5.5 3. 3 - 1/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS.AS CISTRIBUTEO BY All.POINTS SCREW,BOLT&SPECIALTY COMPANY 7'-0• ti f2 10 8 6.5 4 - - 14 t2 9 7.5 8 45 3S - 14 !2 7 3.5 4.0 3.5 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECt.INC, 14 t2 f0 8.5 7 4 - 14 12 10 9 7S 4 - 14 12 9 7 7.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC„AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 74 ri - - 14 t2 10 9 7. 5.5 - 14 12 9 7 45 B-0' /t 12 f0 0 8&5 - - 14 12 f0 9 9 - 14 12 70 a 65 5 = NOTES: At 12 8.5 7 5S 3 - - 11 12 8 6:5 55 4 3 - 12.5 946 5 4 3 - 8.1)MINNUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP WJ CAP ANCHORS AND TAPPER+ANCHORS IS 1 I/4'AND 7APCGN 14 12 F 7,5 6 - 14 t2 9: 8 6.5 5 - - 14 12 a 6 0.514 - - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1% 13 9.5 65 IT 3.5 - - 14 12 10 8 6.5 S - - f4 12 B BS 5 4 - g,_G« ti 12 10 9 a - - 14 12 10 9 7S iS - - 14 12 85 7 5S 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 1, 11,5 7S 6 4 - 14 11 7 5.5 5 3.5 - - 11 B 55 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 6 6.5 45 - - 14 13 8.5 7 5S 4 - - 14 10.5 7 $5 8 45 - - EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 75 ITS 65 4 - - - 14 12 9 7 6 4.5 - - 14 it 7 S5 4.5 3S - - }O-0' T4 72 1a 0 7.5 - - 14 12 10 6 6S 0 - -- Is 12 8 6 5 4 - - 8.3)114 CASE TWIT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 t0.5 7 5 3S - /3 9S 85 5 4 3 - f0 7S 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 II JS B.5 - - ^ la 77.6 9 8 S a - - 125 9S 8 5 4 4 - NOTES0.1) INSTALLATION ABOVENTO FOR Wtiti�TIONAL STUDS SEE SHEET20.20. EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER TOS 8 5 - 14 12 8 6.5 5.5 4 - - 13 td 6S 5 4 3 - 11'-0« 14 12 10 - - - - 14 12 9 7 6 45 - - 14 NOS 7 5S 4,S 3.5 - (C) ANCHORS SHALL BE WSTALED FOLLOWING ALL OF THE RECOMMENDADONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIA 9S S - 12 9 6 4.5 4 3 - 9 7 43 !S 3 - - j4 jo""7 - - - - 14 10.5 7 6.5 4.8 - -111.518A 55 45 3.75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACINO RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - /4 11.5 7.5 6 5 - - 12 9 0 4.5 4 - - fa i2 10 - - - - ti 5 8 8.5 SS - - - t3 10 6.5 5 a - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12-0.115 pb 4S - - - - 11 8 55 4 35 - - - '0 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EOCE O:STANCES 11401CATED BELOW.FOR I-D.LESS THAN THE INOICATED,REIIUCE ANCHOR SPACING 3,5 9.5 6 - - - - - 13 8.5 63 5 4 - D,3 8 6 4 - - - REDUCEDBY FSPACItIr OBTAINEDLYING SPACNC RUSINONFACTOR�SHALL NOT BE LLESSNMW#MINIMUM SPACOIG INDICATED FOR EACH ANCHOR TYPE. E By IHC t 9 6.5 ,. - - - 14 10.5 7 5.5 4.5 - - t l 8,5 55 45 34 t4 f2 - - 14 1%5 7.5 6 5 -- - 12 9 64.5 FACTOR 13'-0'i0.5 a - - - - to 75 5 4 3 - - - 7.5 55 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SEC BLUE TAP W CAP I2S 84 - - - - - 12 9 6 45 4 - - - 95 7 S 4 _ _ _ TTiREPDFEtRM TECHNOLOGY / MIM.SPACING a 6 - - - - - 73 9S 65 5 - - - 05 75 S 4 - - - I'iV MADE OR DFC-D. MIN.SPACING-3, MIN.SPACING-3- MIN.SPACING-3 1/2' MIN.SPACING-3' 3 3/4' 4' 14 12 - - - - - H 10.5 7 5.5 - - - - 11 9,5 5.5 1-D. 14'-0" to 7S - - - - - 8 J a„5 3.5 - - - 7 5 3b 3 - - _ _ DYLI 17RE0 CONCRETE& p��p Ox OKiE 07ND ESE HNt PWRED CONCRETE& POURED CONCRETE&Pgg6D ATE CONCRETE BOOL 15 B - - 11 a 5b 4,5 - - - - 9 6.5 45 - - W O CONCRETE CLOCK MMU ED.«3 1/2• Lat E -2 1/r' MIL EA 3 TOCK CONCRETE BLOCK LLN.C0..3 11Y MIL FA•2 1/2' uN Ea•r 12 0 6 - - - - - 9.5 7 45 - - - - 3' 1.0 0,90 1.0 0.78 1.0 0.84 1.0 " - - - - 35 la a5 - - - - - 105 a 5 - - - - - SLADE WORKING z 1/2• - 0.01 14 - - 0.67 1.0 BS 5 3 - IN UNISON ms 8 5 0.71 7 - _ - - - tS 5. 5S - - - - 9 8.5 475 - - - 1 3/4- - 0.91 - - - 0.43 - _ - - - t2 9.5 6 - - - - 10 7,5 5 - :1_1- t 1 2- 0.35 - 0.35 -+Y- - FLORIDA BUILDING CODE(Non Velocity NUrAr-p Zone `111(#*' `eRk Tz •`" 42017 TIUECO.INC. 02017 EASTERN METAL SUPPLY,INC. T` ............. BERT A�iVTLI i ti1C :� A A .L+o r7i Mi� ■ 1.y� H.v #1 W/OR ShutterOKV. IXADE y rn TICCIT TESTING & ENGINEERING COMPANY American Shutter S)I3fBm5T EV,I DESCRIPnOH DATE ORAWN 8Y: LC. '• f+y�OF J ; 6}55 N.W.36th.St.,Ste.305.tmwA cApa S.FWPoOA 3318 Association, Inc. / OCD 75-085 7j27 1 DATE: 07/27jt7 O+ 1 ----=• �." Pnana:(305)871-1530.Fax:(305)871-1531 4268 WE51rOOd5 Drive 2 DRAWING No a'pIDP+ �411Lt1 1'luTER�aI�6710.pc. West Palm Beach, FL 33407 17-107 ;Y j l'+ 7� FLOR M,Ua.I+44167 5 SHEET P.Ey-S6a ATt1fI DATE 6 13 OF 20 mAxIb4uM ANCHOR* SPACING (int SCHEDULE FOR A GNEN MAX. SHUTTER SPAN A,S ps DESIGN? NEt Anff PRESSURE taNG AND A CORRESPONQ Ua tOk, uNnN(#7L ATIONS (SEE UOUNONGS 1,J.K&L Ott SHEET 7) POURt9?CONCRETE POURED CQ11 ANCHORS.SPACING G N0 1 W119 OVER& 1 TRENCH QRAINGUARD MOUNTING QWAU,/FLOOR MOUNTING ©WAt1JWALx OVER MOUNi1NG 17 MkSA DEM 9 m� ROM(p 9.DISON NVAmE PRISM 2�m,j ILS&DC94A t¢�uch POM PATHo(pt a DM%1¢rnmE MZU?E RATIM(ant TAPCONAOR WITNN ADVANCED 30 4O BO 75 90 i20 S6q 205 30 40 W 75 90 12-OF-60 M 30 40 60 75 90'120 160 205 30 40 60 75 50 120 i6tt 205 THREAOFORM TECHNOLOGY I4 12 10 1 90 IN 6 15 12 112 112 112 12 IS 63 65 7 17 7 7 7 17 1 7 1316 5 5 S 5 5 5 5 ALL POINTS SOLID-SE( 3,-O` 14 12 t0 9 a a 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 S S S 5 5 5 5 LE55 44 12 10 0 8 a 6 6 12 12 12 12 0.5 8 6 43 7 7 7 7 7 7 7 6.5 S 6 5 5 S 5 5 S BLUE TAP 14 12 TO 9 8 8 e 8 T2 12 12 12 /2 fQ 7.6 6 7 T 7 7 7 7 7 S S 3 9 5 5 5 TAPPER+ 14 t2 10 9 B 8 6 6 17 12 12 /2 IS 93 63 5 7 7 7 7 7 7 5b 4 5 5 S 5 5 5 5 4 4,-O` 14 12 10 0 8 B 5 6 12 12 12 12 12 9b 7 S.5 ] 7 7 7 7 7 7 7 S S 3 5 S 5 5 5 14 12 t0 9 8 B 6 8 72 /2 12 93 e 8 4.5 3.5 7 7 7 7 7 7 63. 3 5 S S 5 5 5 S 5 14 12 I0 9 B B 6 6 12 12 12 12 10 7b 5,3 4 7 7 7 7 7 7 7 5.5 5 5 6 S S 5 5 5 t4 t2 10 9 8 8 6 6 42 12 12 11 9 T 5 4 7 7 7 7 7 53 .i ] 5 5 5 5 5 S �♦ 3 14 12 10 9 8 a 6 '6 12 12 12 12 10 7.5 5.5 i 7 7 7 7 7 7 7 7 S 5 5 5 5 5 6 S 14 12- t0 9 9 6 6 5 12 12 93 7.5 6 43 Sb - 7 7 7 7 7 7 5 3.5 5 5 5. 5 5 5 A 14 12 10 9 8 8 6 6 12 12 12 93 8 a 41 - 7 7 7 7 7 7 5.3 4 5 3 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 Is 6 12 12 1.3 9 7.5 5b 4 3 7 7 7 7 4.3 3.3 - 5 s 0 5 5 1.5 3.5 - SPECIFICATIONS S,_0. 14 12 10 9 6 12 12 12 SO 8 6 tb 3.3 7 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 ON SHEET 13 14 12 fp 9 6 12 12 a 6 5 i 3 7 7 7 7 7 Sb 4 5 5 6 5 5 6 4 3 14 i2 t0 0 66 12 t2 10 a 63 5 75 - 7 ? 7 7 7 8 4,3 - 3 5 5 S S 4b - 14 )2 10 9 6 12 12 10 9 65 5 3.5 - 7 7 7 5.5 5.5 4 - - 5 5 5 3 5 4 3 - 7`-0• I4 /2 to 9 6 12 12 12 6.5 7 S 1 ] 7 7 7 7 7 7 7 6 5 S 5 5 5 S -3 5 1{ 1 2 IO 9 6 12 16 CA 5 4.5 3 - - 7 7 7 7 63 5 3 - 5 3 5 5 5 S 3.5 3 14 /2 10 9 6 12 12 8b 7 5.5 - - 7 7 7 7 7 5 - - 3 5 5 5 6 5 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 - 12 12 Sb 7 5 .4 - 7 7 7 53 43 3 - - 5 5 D 5 4.5 33 - - PSF A.S.O DESIGN PRESSURE t# 12 10 9 - 12 12 04 7.3 6 b - 7 7 7 7 7 7 7 4 5 -5 $ S 5 5 5 5 RATING & FOR SPANS PER 14 12 SO 9 a 9 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 Ss 4 - 5 s 5 s 5 4 3 - SCHEDULE #3, SHEET 11 t{ 12 t0 9 8 8 6 12 11 7.5 5 5 :75 ^ 7 7 7 7.5 6 4.5 - 5 S 5 S 5 4.5 - 14 12 10 9 Mlrllr�_ - 12 1.5 7 6 5 33 ^ - 7 7 63 5 4 - - - 5 5 3 5 4 3 - g,_0. i4 t2 10 9 - 12 72 9.5 a.3 5.5 4 3 - 7 7 7 7 7 7 8 3 5 5 S 5 S 5 5 5 14 12 Ip 0 - 0.5 8 S 4 ].3 - - 7 7 7 6 5 ]3 - - S 5 D 5 S 4 3 T4_12 10 9 - 12 10 8.5 S 45 - 7 7 7 ab SS - - - 5 5 5 S 6 4 - 14 12 10 9 8 8 - - 12 0.5 7 53 4b 3b ^ - 7 7 5.5 43 3.5 - - - 5 5 5 4.5 3b - - - 10,-0`14 t2 10 9 8 8 - 12 1/ 83 6 5 3A-^ - ? 7 7 7 7 7 4.3 - 5 S a S 5 5 5 4.5 14 12 f) 9 6 8 - 9.5 7 4.5 3.5 3 - - 7 7 7 3.5 4.5 - - S' 5 S 5 4.5 3.5 - - 14 12 10 9 8 6 - 12 9 6 5 4 - 7 7 7 6 S - - 5 5 5 43 5 - t4 12 t0 9 8 8 - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 S 4 - 11,-0`14 12 10 9 8 a - - 12 10 7 A5 43J3.51= - 7 7 7 7 7 7 3A - 5 S 5 3 5 5 5 4 /��'^�{ 14 /2 /0 0 8 8 - - 61 8.5 4 35 3 - - 7 7 6 5 4 - - 5 4 5 5 . 3 - ` 1 J HV BLADE ONLY T4_4 12 10 9 8 8 - 11 B 5.5 { - - - - 7 7 7 5.S 4.5 - - 5 5 S S 15 - \ / 14 12 10 9 a 1.5 63 6.5 4b l - 7 J.7 4.5 33 - - - S 5 4,5 3.5 3 - - 12-0`#14 8 - - 12 8.5 6.5 5 4_ 3 _ - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 445 3.5 9 8 0 6 4 ] - 7 7 SS 4,5 39 - - 5 5 5 IS 4 3 - - 4 8 - - /0 7.5 5 + - 7 1 6 5 - 5 S S S 4 - - - 9 - - 0.3 6_ S 4 3b - - 7 6.5 4.3 3.S -,,,,^._ - - 5 5 4.5 3.5 39 8 ^ - - 1.5 6.5 8 4.5 3.5 3 - - 1 7 7 7 7 4.5S5 5 5 4.5 ].597 5.5 3.5 3 7 7 5 4 3 - - 5 5 5 4 3 -9 8 9 7 4.5 7 7 5.5 4.5 - - - - S 5 5 4.5 4 - 14 t2 i0 9 -!to 7.5 5 4 3 - - 7 6 4 3 - - - 5 S - 1k,-0` 4 12 10 9 - - - 0.5 6 5.5 4 3b - - 7 7 7 7 7 4 - 5 5 a 5 5 S i ] t4 12 10 9 - &S 5 3 - - - - 7 7 5 3:5 - - 5 S 5 4 - - - - t4 17 1P B - 6b b3 i - 7 7 5 4 - - 5 S 5 4 - - 14 12 10 - 9 7 4.5 3.3 3 - 15�-0` ti 17 10 - - - - 19 7.5 5 4 3 - - - 7 7 7 T 7 3.5 - - 5 5 5 5 S S 4 3 14 12 1p - 8 4.5 ] - 7 7 4b 3 - - 3 5 43 3.5 - - i# 12 t0 - _ _ 8 8 4 - 7 7 5 - - - - - S S 3 { - - 14 12 19 - - - - &5 6,5 4 JS - - 7' 5.5 3b - - - - - 5 5 3.5 - - - 18'-0`14 f2 10 - - - 9.5 7. 43 S.S J - - - 7 7 7 7 6 3 ^ - 5 S 5 5 5 4.5 3.5 6 4.5 3 - - - 7 6.5 i - - - - S S 4 33 - 14 12 10 - - - - - 7b 6.5 5 - - - - 7 J h - 1 5 5 43 - - - - FLORIDA BUILDING CODE(Nan High Velocity Hurricane. Zane 1111=1�`'�,.........• a!/�.+,^ 42017 iR7ECO.07C. 02017 EASTERN METAL SUPPLY,INC. .. 14 �\0E •..vy` .m �.�.� BERTHA HVTIr I L E C O N G. A■ ■A■ Accordion Shutter System H.Y. BLADE#1 W/CR W/O H.Y.yt NDW BLADE ' TILUT TESTING & ENGINEERING COMPANY American Shutter S stems /{ft7/^ti Y ICY.N 9EscRwaox DATE o9Amt BY.- 1.c. :. •:• f, ""'�f•/ 1� 6355 N.W.369u St.,St.Jft NRWfA r✓RDO+S,fLOf M 31167 A$S6GTOttanl Inc. -t OLD 75*O85 TJ2TI1 MTE: O7j27j 17 1 Phom:(309)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No •.,,, ,,,r �4 1+ o-mag:1Rte*400,oM West POIrn Beach, FL 33407 s WV1ER A Wri91J, P.G. 4 17-107 P.E. SCC/SiCNAYURE/DATE ROMA 1u i 44167 s SHEET 6 14 OF 20 ,:4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (P . I -9PRESPONDiNG MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR GIVEN MAX, SHUTTER SPAN NEGATVE ACORRESPONDING A AND A CORRESPO DN ING MOUNTING TYPE. (SEE MOUNttNGS ON SHEETS 16& 17). ,EE,r t_I P==;t <-=:"-T- FS T E=- SOUIHERN PINE N0. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 Wj MiN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX a2bW/MIN.0-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR Wj MIN, 0a0.50 Wj MiN, G=0.43 Wj MIN. G=0.36 PLYW000 MIN�GGAS .0'YO W/ W/ MIN. 0=0.43 Y1 MIN. G-0.36 mkxw SPAN( WALT. MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O,WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS AI, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & 0 S&Y 5 &V 5&V w& x w& x W & x Tt5D1.wAQ4 TWA FARC(H) 8501 NTA15T IftSIAE FA7t bam 8971 am own MC M ksa GIM MrTH BA4TE w fps 456 89TI N00S RAAFi FATC ip1? 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EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR'NORTH W/G-0.43 EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.38(N,O.&) -MIN. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS AS HOLLOW CEILING015 SHALLPECIF AT AS PER MOInTTWG TYPE V,SHEET 17 AND S1Wl CONSIST 4F LAG SCAflYS AS PER NOS 2015 9PECIRCAHONS. MCHOWS MANSNHALLUFACTUURER.INSTALLED FOLLOWING ALL OF THE RECOMNENOH10N5 AND SPECIFICATIONS dF THE FFT7AAirrsu���� FLORIDA BUIUIIPiG CODE Nan High Velocity Hurricone Zone' 111141,4�.•. ......... �J,to 02017 TILTECO,INC, 02017 FASFERN METAL SUPPLY,INC. . � s�•, ��=� �� BERTHA HVTm _ - € 7 1 L ECO INC. At■S■S sA■ Accordion Shutter System KV.BADE#1 W/OR W/O KV.WNOUN&ADE b•`-C% ? TILLIT TESTING & ENGINEERING COMPANY American SFIU119r $YS}9m3 W.N DESCRIPTION DATE DRAWN B+: LC �p ��+ 8155 iI.W.34Uu SL Ste.305.NRfUtA IIAROfl .itORDA 5719 Association, Inc. 1 OLD 15-085 7/27/1 OA1EI 07/27/17 •' A Phone:(305)871-1530,Pox:(305)871-1531 4268 Westroods Drive 2 DRAWING No �1 •',•. .•,:' ttA a-mar.tRleeoaoo wm West Polm Beech, FL 33407 S " ; s Ee-0006719 17-107 11111 MIER A T1LUT Jr.P.E. 4 A+NFLORIDA U..(44167 5 SHEET P.E. SIP,NAYURE/DATE 6 15 OF 20 s INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FQR_ffl HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADEIn ONLY WALL,FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING, SES 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH 8LADE (,1)& 1A) WORKING IN UNISON 4'11 TAM OR -ED EO----r-2*M94— PC.WITH 4Xa'(?-Snj)EXISTING /7 ;7-- ADVANCED WOOD 13FA REQUIRED. EDGE (IF AppurAaLE) THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY- In.PENETRATION 1/4*0;JOT-.3�/4 OF 0451ING WOOD BEAM i 11 IS ';S.S� Dr/THREADED AREA 10. PHILLI HEAD MEAGER. 1. TO BE CERTIFIED Y EXISTING WOOD EXISTING I MACHINE SCREWS REGISTERED ENGINCEFER OR U 0 SHE. 15) M­ MACHINE a P 0 (SEE SCHEDULE 14 ET W/1/4'%-20 NUTS ARCHITECT TRUSSES R PRIOR TO —go ED ED a 12'O.C. SHUTTER INSTALLATION. RAFTER 0 24' O.C.REQUIRED It m;i009 1 4 IOTAPCON OR EXIST] 0 SOFFIT T�4 N WITH ADVANCED N THRMFORM TECHNOLOGY IKK, wum 3/4 M., W/ 1 1/2'Min,PENETRATION 4'x4'91/9"CONI.ALUM.TUBE 257 1.14,3/4 E OF THREADED AREA TO S"'i� (600-T6 ALLOY)W/ OPTIONN. EXISTING,MOD HEADER. aQ.C. R)511VO LAC SCREWS TO (SEE SCHEDULE ON SHEET 15) or or or @ CH RAFTER OR TRUSS. @ or LOCATE LAG SCREWS AT MIDWDTH OF CASTING WOOD EXISTING MIN 2".4" MEMBER,(2*Min.NOMINAL EXISTING--( EXISTING OPEN ROLE AT EACH 2'M;n, G MIN.SEPARATION TO CLASS STUD TO ACCEPT 1*.1D1E111Q/.N OF THREADED 'o LAG SCREW AREk VAUD FOR (SEE SCHEDULE ON SHEET 11) GLASS—, !"Ctl OF TUBE- INSTALLATIONS AT WITH 7 7-0 C—LASS= Ell I MAX.A.S.D. ESIGN LOAD G%G 9'-D-MAX!SPAM,THIS I IOL SPAROW HV WALL HEADER INSTALLATION solmmi:*4 SHw INSTALLATION IS 014LY VALID I I RA uAI X(D��nAWO FOR WOOD W/MIN,SPECIFIC 0"Sw 10 FM I OR -1 11 FOR SLIDE(D*O DAG,,,,0 C"9*17 Ia Fw GRAVITY OF 0.30 AS DOUGLAS wM IB&'q FIR OR SOUTHERN PINE No. I I-SEE SHEET 4 FOR rYPKAL OR W 2-MOUNTING SECTIONS CAN=.=­ OR EQUAL. i1N ANY WAY TO SW ANY 045 OT HY CEILING INSTALLATION (Y)HV CEILING IN UA so�"Tai TO GASS(SEE ------OOR 00 MIN,SEPARATION TO GLASS 1,10'WaVTO'D SEPARATION (SEE SCHEDULE ON SHEET It)— EXISIO CN qw ID TO GLASS GLASS CE SCHEDULE EXISTING ION SHEET 11) CLASS-1 ANURTE- LOCATION EXISTING WAIL- 1 alb CLASS 2'.6-MIN. wOM WASHER HEAD TEK DECK REQUIRED (j Max R 2*.6r MIN,WOOD SCREWS 0 12 (140 FINISH DECK REQUIRED (No 13 0'1` #1013/4'HEX ALLOWED) Q`7 FRHSH D) -EDGE EDGE OF DECK T/2' OF EDGE OF DECK DECX F IF APPLICABLE EO IF APPU APPLICABLE 1/4'o-20x3/4-S,S, 1/4'0 TAPCON OR PIILLPS TRUSS HEAD 111 4TAPCON WITH ADVANCED MACHINE SCREWS 1/4'O TAPCON 00 TAPCON WITH ADVANCED 2-.'- FADFORM TECHNOLOGY W/"I�I(IQ20 HUTS THREADFOftl TECHNOLOGY W/ I 11V Min. 2*MIN. SILL PLATE �C 1/4-0 ON OR TAPCON WITH ADVANCED 1HREArJF0R MIN— TIIR TAPCON 1 1/2-Min,PENETRATION PENETRATION OF THREADED TECHNOLOGY W/ 1 1/2*Min.PfNETRArOH Of THREADED ff"I, 43F THREADED AREA TO N AREA TO EXISTING WOO:.HEADER.(SEE EXISTING WOOD HEADER, AREA.TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SWEET IS) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 18) SEE ng�IE 11 (�)HV WALK-OVER INSTALLATION OV HV WALL SILL INSTALLATION HV FLOOR INSTALLATION r* Zone, _d R.ORIDA BUILDIN OEM= High Velocity Hur cone i �................ 02017 TILTfcO,INC. ®2017 EASTERN METAL SUPPLY.INC. BERTHA HVTMI Accordion Shutter System AwS.S.A. KV. RXE#1 W/OR W10 KV.WINDOW BLADE 72 T TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV,144 V-SCRIPtIon DATE ORAw11 RT: LC. 6355 HN,35MM III,,Sta.305.MACMGARDOIS,FLORDI,3316 Association, Inc. I OLD 15-085 07/27/17GATE: 07/27/17 phm. (.305)971-1530.ro.;(305)871-1531 4265 WeStroods Drive 2 DRAWING No -mall '9 West Palm Beach, FL 33407 —3 ED-OW67 — -107 WALTER A,ZUT 31.P.E. 4 17 n,01WA L" 44 167 5 P.E. S R /DATE SHEET 6 17 OF 20 END INSTALLATIONS �j HV GLADE OR WINDOW BLADE INTO 2}7x4'7 MIN. WOOD STUDS 2•.i'1nN,6000 STUOS Rto'0. 2'i4'INL WOa0 wOC70u�ST4eW5. 1/4"i 4PCN1 1 „ STa65 nE0'0. (A4 MPUCKAt) f 7 1 J'Al tu\ tntrw siaGtASPurraAqSTIGS aR w/uw \ t1/2•PaTO I/J•CoxCxIMr3 cuss , )- PLY.OW R NO/ h^' DST. -(ASTIG GLASS' "1 . 1-EXISTING Cusst Eq —II / +, \\( Ox -_ Oat`dPA4itYJ1 PLYiO4 f 14 .07. 7/7•wX,COx 10 QMG 1'� I10t 1 Iai$Dva m ro a tss C� PLY*=. 9.iatuF.Gx T71¢i It FOI GIDE 3}NC TO 4155 Txt t/7"to.Cox lg O,.ICS Crit t1 t81J�0E tt}WQ t/161?' f o, S{}tOltL 4x&i}I KY(:O0.C. `AF-iN h 01 Slfti 19 - (606.7-76)cOtit. 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END CONNECTION DETAI t2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zane \t1},`�.1•^ .,•• ��l„' 02017 TILiECO•INC. 02017 EASTERN METAL SUPPLY,INC, __11_11_ BERTHA HVTM /TIL � A.S.S.A.E C �>N�. Accordion Shutter System • ; rtv.8iAA0E.#1 w/OR w/o ku Narrr BADE • TILLiT TESTING & ENGINEERING COMPANY American Shutter Systems a,•i, aEScs"oN (LATE oRlml aT: L.0. 0- phone; :• a3s5 Tiw 36h si se.Sas,xeaNw axnwls,naval Sna Association, Inc. s OLD 15-085 7727/1HATE: 07/27/.7 Phone;(305)071-1530.rax:(305)871-1531 4268 westrOatls ADAve 2 DRAWING 1110 Ss •'• ( ,-mPJ;,1J1WS71P.com west Palm Beach, FL 33407 3 -'-.jaNAL E� .•' w/LTCR�TILUr'�,.P.C. 17-107 nLORIO&UC.1 44167 .5 SHEET P.E. SEALf51GNATUREJDATE 6 18 OF -20 {Y i oFJLE0I A UNISON WITH HV-WINDQW RIAQF A G ? -7 (P t.LLA7L A.S.D,DESELN PRESSURE RATING:+774,- 110;.sl 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS S.7:AS WELL AS MOUNTINGS M.0.T,U&W ON SNEERS T8&17. 3 ONLY CETTTERAUTES(2�,�(BOTH W/&OR�ARE ALLOWED WITH ft 1—r)d70p( Si Ct 1 E.0 B2 A 6YM OR a LA 4Ut.IN CASE OF 4tWi TING rrct�,i•ta N c/ TLLLXKKKYOUF, MUST BE INCLUDED ONLY AT E%fER10R ACCESS SIDE OF VV� LL��:•A� C£ E. TIP.EA.ENP ' • • ' • • �' �' r' r S.(A)NV VAN LADE�'SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS f J� 1 (3's N43ES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4. ♦ • • ♦ (B)UK CLEARANCE FROM TOP OR 80TTOM EDGE OF NY WINDOW BLADE MAX 5 WINDOWS l,y '• •fi rr OF ANY Sb HOLE FOR tib)SHMI.BE 12'. ALLOWED AT HV WINDOW BLADE 0 (C)FIRST OR GST OLAOE COMING OUT FROM STARTERS AT ENDS MAY BE tN VaN fiv BLADE i�/J (D)FN � • (0} WINDOW BLADE @ MOST 8E USED ALTERNATE 14 A SWD HN BLADE THROUGHOUT SHUTTER'S WIDTH. (E) MA1ES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 'n r, • • • • • • ` 6 . r� r� r 'E)CE 1 AT EOHER SLOE OF THEM. qqg 3f� +111!!!"' "'YYYGGA $E (F)POLYCARBONATE FN WINDOW c SWILL 8E INSTALLED Sa iFjAj TABS FACE SEE ENO t ) TTfE IMET80ft OF THE OPENING BONG PROTECTED.HV WINN t�T MUST BE CONNECTION • A • • + Y ONLY INSTALLED AHO LOCKED USING A W SETTING TOOL PROVIDED BY ASSN OEIMLS ON SHEETS • 7d v'• r' INC. FULL HEIGHT.- f 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAVE $ >+ BUILDINGS ON SHEET 15,AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES a YP P � I &z ABOYE), a fv C CONCRETE7.SEE OR CO.NG SCHEDULE E BLOCK WALLOON4NSH�i 12 613 AS UMNED BY UL E- lul� I 5PAN AND DESIGN LOM(SEE NOTES t&2 ABOVE). 8,MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-109& �?J(TYP TOP a SEE PLANFBOTTOM OR PEOUIREUEHTS) W �o7.a OR *�� " 0 N e� WINO ZOTtE MINIMUM SEPARATION TO GI.A55 - ---•---^----UNUTAIED WIDTH t THRU 3 1' ELEVATION Mf1 sEPARAnoH 1a awss —°°' EXISTING G " SEE`,17c'DIAC 4N SHecT 7T F4R E11tE�� ly 4 6.25 &'4:J T\ _ 6 fi 1 6W4a�6) t z TYP. SYIA ET CENTERIAATES(D 123 W/2d OR 5 AfLO T z 1414 ISE NOTE 4 ABOVE) `PLAN, � � "�,4."""� / TYPICAL M1') HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* T "'1101111M ! FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone ,.•• 132917 TaTEco,INC. �/ 02017 EASTERN METAL SUPPLY. INC. •�' ti��E BERTHA -;, A.S.S.A. # / f 11 i. E C O N�. ■ ■ ■ ■ Accordion Shutter System .� H.V. MADE ! W OR W 0 H.V.h1D001Y MAX TILUT TESTING & ENGINEERING COMPANY American StTTattlTr Systems N OCSCAWTHIN DATE DRAWN BY: LG ©• r'•+T4 ', sass 7Aw.351n.ss,u6 34�RRG4ttA WRDDA,F[OROA 3315 Association, Inc. I OLD 15-085 7/27/1: DATE: 07/27/17 Phono:(705)R71-1530.2 :(505)871-16A1 4268 Westroods Drive 2 DRAWING No e-mal:131eto0ael..M West Palm Beach, FL '33407 3 =�Sj NAL �'• EON571D 4 i7-107 -, WALTERB-TAUT AUT Jr.P.E. P.E. SEAL/SiGNATt)RE/DATE o° +4167 a SN 9 OF 2d ,t