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HomeMy WebLinkAboutProduct Approval 2/11/2020 Florida Building Code Online g, t ��?".�.. �„ � ��,.,.,' ren.:. C r� ^��f "r ��•�,_8 U� BCIS Home b Log In User Registration Hot Topics Submit Surcharge 1 Stats&Facts { Publications Contact Us �R BCiS Site Map$ Links Search 1 0d ffi Product Approval fi <USER:Public User Product Approval Menu> oduct orApp�ation Search>Application List>Application Detail , Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley REN.E111 Irodriguez@easter � ,�K `'�'V 4`� Technical Representative STa ���� Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters H C. Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ''`� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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. 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_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 r c ,.4/4/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +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 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 HVI 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: .PW ® eCl, https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENE AL NOTES: 1,BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.OJ HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND BE INSTALLED WITHSA DRECTIONAUTY FACTOR Kd BE DETERMINED AS -0.85.USINGON I620 OF ASCE 7-10 AND SHALVE LNOTEXCCODE EED THE MAXUM M.D.)DESIGN REQUIRED PRESSU E RATINGS INDICATED ON WHERE SHUTTER WILL TABLE OF CONTENTS ON SHEETS T1 THRU.15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.O.DESIGN WAND LOADS AREA 1: WV BLADES Ill) By MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER To VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NCI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A%NO DURATION FACTOR CO-1.80 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 WIT"SECTION 1699.1.2 OF THE ABOVE MENTICNEO CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 StiM 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -Hv BLADE 0 #0214,01-03,10715.01-03.#1004.01-05,#1214,01-05,10317.02-06,#0609.01-10 AND 1021DAI-11 AS PER TAS-201.TAS-202 AND IAS-203 PROTOCOLS AND ASTM E-1888 AREA 2. WV BLADE(D AND NV WINDOW BLADE (tA� AND£-1996 STANDARDS(MISSILE LEVET.D,WIND ZONES 1,2&3)&#1Z20,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEI -IHV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. 'TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE Q AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUMATIONS AND CONDITIONS OF USE INDICATED ON SHEET is INSTAL(A710H DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75'AND#14x1.75'RESPECTIVELY,410-HT WNIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIET.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 0 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FOR 6061-T6 ALLOY IS 30.0 ksi AND 35.7 ksl FOR END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OWN$0018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE &(9 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET 1S &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#5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW_BLADE 6h ONLY 9.B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT%NO/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. - 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TD COMPLY WNH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE l2.BERTHA H.V.ACCOROIDN SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PULS ANY BUILDING AND ZONING REGULITKMJ5 PROVIDED BY THE JURISDICTION WHERE PERMIT 1S APPUED TO, 13.(a)THIS RED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (a)CON PED.WILL BE RESPONSIBLE BL FORTE SELECTION. N.PUJCHASi 4D INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED.,PROVIDED HE/SITE DOES NOT DEVIATE FROM THIS DRAWING f--ff•111 Y BE. U THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTFACTOR'S RESPONSIBILITY. SHALL ONLY USED R THIS VALID IF BY OBTAIN PERMITS IN THE STATE OF FLORIDA (dMSITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED E14GINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE PONSHBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of RECORD THAT PREPARED R. rrr FLORIDA BUILDING CODE(Non High Vetocity Hurricane Zane L11L //~�'S. 02017 TILTECO,+NC. ©2017 EASTERN KETAL SUPPLY, INC. P:sic Ns - `� BERTHA HVTM ? t '� �L E C O 7m., ■S■ ■A■ Accordion Shutter System yy �+ Hv BLADE of di at w/o Hv:vITNDvrt ELIDE Jt'/T&6r/ • , TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,H cEsCRIPnDN DANT DRAWN BY: L6 : t Association, Inc. 1 OLD 15-085 7/27/1 DAR: 07/x7 17 �\ 6713 tLYi.76tk.St..SG.305.t4RONA C490M Flpi4A 7316 Phone:(JOS)871-1530.Fox:(JO9)871-1931 426$ W9strggds Drive 2 DRAWING No ■�I�l Uti 4Ls� o n Egml��a o9+Loom West Palm Beach, FL 33407 3 107 = uv,�tYML� 1114 WALTER A.13LUTi Jr,P.E. f1,OROA U.#44167 S SHEET P.E. FlttfBfFstdA'tURE/DATE s OF 20 Q O VARIES .4 0) Va.. 1.2 04 4' 05 4 e'Sr T S* 05 HY RX/180' STARTER HV SOLID BLADEV UNIVERSAL FLOATER tl OUAUFIEDCR USE W COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE %V/ HV (D BLADEHV DIRECT MOUNT HV BLADE R HV._WINDOW_AIAW* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 W 6063-T6 ALLOY AND TEMPER BLADE(1) 373-* -SEE LI NS OF USE OF BLAD ON SHEET 19 6063-T6 ALLOY ARD TEMPER 60 - TEMPER 3.226'085, 11500* 670" 2670, iTyp. .994' tN X70" 6- 72842 4.497- 81. 7 HV ADJ. ADAPT Ip 4,436' 226--------- 7 QUALIFIED FOR USE d11AW HV WALK—OVER TRACK .920 OUAUFIED FOR U @)HY TRENCH TRACK)J, FLOOIR TRACK LOY A 6063-76.1r�,,E W/ HV OUAUFIED FOR USE Vil KV BLADE i11 QUALIFIED FOR U W/ HV TEMPER BLADE(D ONLY. i. 14V RAINGUARD BLADE,W 6063-T6 ALLOY AND TEMPER OUAUFIED FOR U kofE W/ HV BLADE 1 ALLOY 0 R 63-TS VARTES 1.936, VARIES 1.936* 6063-T6 ALLOY A 0 TEMPE 00 . .I 70 i . yA 1y 0 670. 1.688` 67 f,26, G HV HEADER/-S-ILL 103 j4p CEI INHEADER/ t1l) HV CEILING HEARER OFLED FOR USE W/ HV BLAD OUAUFIEO FOR USE IV/ HV BLADE(DONLY S 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE / HV ET (C4) HD WALL HEADER/S.11- bXLI SEE SECTION FOR VAUDIP ONLY, SECTIONS F DITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6065-T6 ALLOY AND TEMPER 6 LADE 01 ONLY,TEMPER COMPONENT A D TI T2 x y t F—F-yr-11 > r 2- 10.125-1 LF I I- I 1- 10.062-1 3- 3- jaCSO-1 1� 107 2- 5-VAX. 1/8- 1/6- 2' 5"MAX- 0,102' 0-192" x SIDE ANGLE ER POSTS 2,5* 0,190, A) COR O&FIED FOR USE W1 HV ALUMINUM ANGLES bTiAunEo FOR USE V11 HV 1 7*MAX."A", O_"` IV BLADE(D QUALIFIED FO USE VV/ HV SLADE(1) -T6 ALLOY AND �1)ONLY. 2' 0.131, 606 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER H_ !U FLORIDA!' BUILDING - FORDA BUILDING CODE(Non High Velocity HurnCone Zone' E%A. tf, 02017 TILTECO,INC. (0 2017 EASTERN METAL SUPPLY,INC. o'o -13ERTHA HVTm Accordion Shutter System 17 r,7LE�co it,c \ A.S.S.Aw KY. BLADE#1 W/OR W/O KV.WNDOW BLADE American Shutter Systems RrY.N. DESCRIPTION DATC DRAWN BY. Lr_ i TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 D7/27/17 OAT- 07/27/17 355 fm�s6%SL -2 DRAWING No E OF : , j 305,MRVA4 GMWa.11DR04 33161 !40 Phan. 005)871-1530.F..:(305)871-1531 4268 Westroads Drive tat—aaw.... Wast Palm Beach. FL 33407 -3 -0008719 4 17-107 ...... WALTOFIBA.TWT J,,P.E. - FW80A Lk,1 44167 5SFIEET P. li/DATE s 2 OF 20 CASt 4676' 41. 2.293' GUSIN'.ENAMEL S.Sw 144�-2a&� CAST PAIRMO E G'S' ob HOUSLNG EKWEL RAKEO PAfw C RESS ruRN +xri6* A62' 6 KNOR. 761 1 L in D .316, ORASS CYLENDIR \-BRASS C"MER -LATED) KEYS(CMRQM 'NoUr AA) P(ATED) 21 HV CENTER (9 HY LOCK UAL(FIED FOR USE W/ HV BLADEHV EGRESS LOCK (D& I Ly 2 6063 OUSED FOR USE V11 HV BLADE I & A ONLY 302 5-! QUALIFIED R W/ 14V QUALIFIED FOR USE W/ KV 6063-T6 ALLOY AND TEMPER (2-1,1 JJY CORNER CENTERMATE ONLY. BLADE(D& ONLY. 2 274A- 0 AUFiED FOR USE W/HV BLADE(I)ONLY 250"O.G. 516. ...— 6063-16 ALLOY AND TEMPER PLASM HEAD 1,7 24MOLDED to m DD ry 4 SCREW 2.079' 1.753" 0 0jl I J 60'AFTER RIVETING 1/471-20 x 3/4" BEFORE RIVEDUG 1,/4"16-20 RIVOUTS SERIES 2444 AWUMM(2024-0 ALLOY)LARGE FLANGE THS -7 SHEET NVISERt,PART 0 0820,AS UANUFACWRED BY AWDE). CHERRY TEXTORU,PAMPPENY.NEW JERSEY 07054 OR EQUAL FRONT ELEVATION HV MALE "T" LOCK CENTERMATE 4,696" 1 LOCKER FOR "T" LOCK QUALIFIED FOR USE W/ HV BLADE0NLY VR Hy FEMALE "T" LOCK CENTERMATE (0 HV "T' LOCK Q HV ALTERNATIVE-LOCK 6063-T6 ALLOY AND TEMPER OUALIFIED FOR USE QUALIFIED OUALIFIED FOR USE W1 HV BLADE E&USE W/ HV QUALIFIED FOR USE W/ HV BLADE 10ONLY 6063-te ALLOY AND T,.,E�)ONLY W/HV BLADE k I✓)ONLY. ONLY, 6063-T6 ALLOY AND TEMPER 00 F— -I-AAZ I THM AN �i Dom- CYLINOMEUR OR 4" -003 .062* 6 KEY CYLINDER �z .21111 P 5*Af;ft„ o A z HI) -CENTERMATE W/ NO LOCKING ROD di—H-DUNTERMATE WZ LOCKING BOD �-O 0 1 QUALIFIED FOR W/ HV BLADE(j)& 0 USE QUALIFIED FOR USE W/ HV EILADE(1)& UA ' 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATES INS9PT MCI • QUALIFIED FOR USE W/ HV BLADE1)& %&:-20 S.S.OR 3181- 1 130' 6063-T6 ALLOY AND TEMPER L - THU TKUUBSCRLwr. C5-- RRN (Sm DETAILS 00 OR KEY 15� 1.57 Mi., CYLINDER LLL MD., LO KiN(; ROD �1/4 (R HO LOCK — 0 13 A EO I D I W1 . ER AND IE REQUIRE A 7/1 MOL PRopen 't CODE(N QUALIFIED FOR USE W1 HV BLADE 01 13-A HV X.9-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPERj6' H\ ACETAL '�EEIES S.S. 11iUMBSCREMS QUALIFIED FOR USE W1 HV SLADE(D& (A) -4 n5 INSTALLATION WILL REQUIRE A 7/1 HOLE THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE DRILLED AT TRACKS FOR PROPER EDMEITI THUMBSCREWS (D FLORIDA BUILDING on High Velocity Hurricane Zone' FIED FOR V,%,yjj.HV B N 02017 TILTECO,WC. C2017 EASTERN METAL SUPPLY,INC. .... ....... 13ERTMA HVTM E Accordion Shutter System A.S.S.A. M.V. 13LAIX#1 W1 OR W10 KV.WINDOW BLADE American Shutter Systems REva N. ompippw DATE DRAV61N BY. LC- TILUT TESTING & ENGINEERING COMPANY SWE oF :� ans 14.w.Iain.St.SID.304.MAC"A 0003is,FLORDA 331a Association, Inc. I OLD 15-085 D7/27/11 UM- 07/27/17 ., fe-(305)871-1531 4268 Westroods Drive —2 DRAWING No 0 thftzoo.$,"m West Palm Beach, FL 33407 —3 17-107 F8-0006719 • WALTER A.11wT 01.RZ 4 z FLORIDA .If 44167 5 SHEET I P.E. R AT F 6 3 OF 20 SHUTTER ASSEMBLY SC EDUCE vs-�- HV (D, HV 0 12"Mlk, kNCV 41 TO BLADE TI P P � HV BLADE iVWBLADE .0626w0625 .0625" HV BLADE 1A .4,Tom r-x HV LONG RECESSED NYLON BUSHING == a K BNUCLADE*S" .0625"Lt1875' Y 3 gn Imo) 0.0662 r A 11 HV SHORT RECESSED NYLON BUSHING Y 2 R0 HV NYLON HAT WASHER (DOR (9 `'i 41 X HV WHEEL CARRIAGE AISI 302-303 SERIES LL-2 49 40 CLw N I I SEPARATIOSO X 0.870"x3/16" THICK NYLON WHEEL. 2 7/8-IAN, HV 11INDOW 0,188'0 AISI 302 SERIES S.S. RIVETS @ 1--, SLADE 00 3,7500' BETWEEN .0625'r 06?S' HV 1 3/4- ACCORDION PIN W/ #8 HEAD EXTERIOR j I OPENNGS ff,=N Y-Y 7504" E ON C1 NTERS 2 1/4 HV 2 3/4' ACCORDION PIN W/ #8 HEAD 41 4 . CLEM POLYCARBONATE IMPACT RESISTANT HV WINDOW I I TYPICAL BY WINDOW BLADE AND POLYCARBONATE HV WINDOW QUAIL 3 IDOR 0 N.T.S. E.EE (DOR @ POLYCnRBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE q. .1 CE RESINS. UV—STABILIZED GRADE OR SABIC 10 BLADE 00")U INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREMENTS AT E ERIOR BLADE KNUCKLE FOR jTij (SEE NOTE 7- ON SHEET 19). 6) w 6h g (3)OR (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR Iwo 9E BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR In POLYCARBONATE SOURCES FOR 44 APK$CAME HV 0 BLADE. REXTERIOR Fu[SUL7 EICAL SHUTTER ASSEMBLY MM PFMKWCS STA.14AM NV"IN(g OERXP AT REFINEIKE (2) HV PIN (9 MAY BE USED IN UEU E IOR I.,S KNUCKLE.-\ eln= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO (SEE OTE " FoR vic-c COM, 4`Tu M2 M0.3 m/.W 0.0-3 ttm REOUIREMENTS) OF 0 AND ONLY AT R BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. aaa MI&A Yan ET 41. ASW 06M 9.400 P.A. 9.506 PA.A. FlEAVAL STF104-TH.1 Y= ASW D7 " 12,500P,tL 13.400 P.A. (3) W PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER 0 I nm%;PA U00MUS AMU 07" 340=0 P..L 343.300 p'.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, =0 AMU 0256 16 n.wt 17 SHEET Q i i FM RAISM0 WLAYOUT EL CARRIAGE DETAIL sum W40 ASN 0280 47.2 X 94.6%MAX #.RFMBLY PAM Of MM"G AMU M5 0-1 CLASS C-1 CIA= Sar lainm ASW DIM 1040 080 T PTA ASN 0145 TOCU STR04TH ATIM WrAlhVIM w.630 9302 p." Mo PLL HY BLADE SOLID fA, BY WINDOW BLADE DETAILS MMK MISS su*n%Zhn�10 ASN 636 - 646I p,,,L ena F.1 N.T.S. P. Th"'N__ FLORIDA 8UILD1111 CODE(Mon High Velocity Hurricane Zone' ....... 02017 TILTECO.INC. (02017 EXTERN IAEfAL SUPPLY. INC. Ely BERTHA HV D., Shutter System ECO INS. AnSwSwAw H4Y.BLADE,#1 W/OR W/10 KV.WINDOW MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems itv*N. DESepip"ON DATE MAN fit LC. 11 6T.,366,_CNA OWOM FLORSIA 33TIA Association. Inc. -1 OLD 15-085 _7_/271V DATE, 07/27/1 .... .... Ph-a (505)971-1530,Fox:'(305)871-1631 4268 Westroods Drive 2 —DRAWING No *-1 Pt-0.01,*M West Palm Beach. FL 33407 3 to-008710 17-107 WALTER A;nUff J,.P.r- 4 .......... FLOR04 U0 1 44167 a SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 a 7l 4 * TE A ° c D •_ u H s T ° a Sa 1.MANDATORY CONDITION/1:ONE HV LOCK(5 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8 OW J/2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSI TIONS ANY ELEVA"OH. HV LOCK 2$or '�MAY BE USED AS AN INSIDE OR OUTSiOE LOCK, ATTACHED T. S OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FIAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. 2.OPDOT4Al COND IF DESI c OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS q3 OR tJAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Gt! _ N OR pQ SF41L1 BE A5 ND LOCAITOH BE AS iNOtCAT 0 VON SHUTTER ELEVATION. —07 De^11V9 tTATOIRY ,¢NORTON�j OR LIMtT£Q MA,rJQATORY CONDITION_ H - i?7AEO O H.V J_oacsL• LOCKING RODSE POSITION, BUT MAY 4 16 aa0 oq42�°`C,,5 BERED.SO ENNANC£SHUTTER PERFO ISANCELOCKING 8003 OR AN ALTERNATIVE DEVICE AAAT STACKING POSRION (NON4N �2c ONE HV LOCK � . R ANY SPANANAT�JY"tVAflBN.-FN-{4 'mss' Elhl-1-43 UTSIOE bft tNSiDE LOCK, ATCORNER CENTER W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& 80 M SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, Ids x�-� � MAXIMUM SHUTTER SPAN SHALL 8E DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 1181 B§ 5 ss DNE ALTERNATE HV LOCK q MAY 13£ SEQQQ,,,IN LIEU OF HV LO. FIWZ ALZRNAIIE-10 MANDATORY CONDMON#11 VALID ONLY EOR W CK or FOR ANY SPAN AND rT.. g Eq#i: INSTALLATIONS AT ANY ELEVATION.ALLRNATE LOCK MAY BE USED AS.AN k510E OR OUTSIDE LOCK.ATTACHMENT Bg. 2 OF 1/4'0-20x3/4'S:S. THUMBSCREW TO 0 OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM. RIVNLR AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i J r-J C -Bg V LOCKS AT 1/3 OF SHUTTER SPAN. ` r 6. MMQATORY CONDITION 43 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK 6 or 23 Or,23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or 23 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO®1 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S' LOCATION OF LOCK SHALL BE A5 INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W/ CSEE ONNECTION I i OR 16 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o f C K 1 J K L Y P Q # V W S"Ei TS to& V x I 8 TYP. FULL II SA *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER11 MANDATOU CONDITION #I VALID ONLY FOR W - on CENIMMATES AND " OCK =WTUD'1ID CENTERMATE ONE ALTERNATE HY'f" LOCK lJAY BE INSTALLED IN LIEU OF NV LOCKS¢ DR!�$FOR ANY SPAN AND 08 -(Do •i1 ,3INSTALLATION AT ANY ELEVATION.ALT INATE LOCK 0 AY 8E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF LOCK Q.� INCLUDES USING REINFORCING LOCKER�, AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE 0. .O ut +, ma CONNECTED TO CENTERMATES @ AND�'W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' �✓ 1VINGNUT OR W/ 1/4"0-20xi' S.S.M.S. INTO A 1/4'Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ()•7•@0R®•r_7)• 2@ oa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @&TOP AND BOTOM IS MANDATORY. 15,'.(is-(t�•0:8)-@-Q) ®.@-I(}e•@°#�' "1 t�•69 *NOTES ON HD LOCKS & CENJERMATES: 1 HQ, roar(3J7 LHD CENTERMATES&I QR�2 Wl�.:ONE ALTERNATE HD LOCK(D NAYBE USED IN UEU OF TYPICAL i 1) HV BLADE SHUTTER ELEVATION F1V LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�t4 MAY BE USED N.T.S. AS AN INSIDE OR,aUT510 LOCK.ATTACHMENT OF HD LOCK g TO IS W/3#B x 3/8'F.N.S.S.M.B..AND INCLUDES REINFORCEMENT INSERT Qy AS SHOWN ON SECTIONS HOB-HVB AND DC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS `.IS COMPLETELY OPTIONAL 4JJ+JJJr�iii"��' FWRIDA BUILM on High Velocity Hurnicone one tt11',Q�••............�y= 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.IlIC. ~Y vc��vs,�••..•� BERTHARVTA S �L Accordion Shutter System 4 i L E C a ��,�. ILv. e.aDE#1 w/at w/o N.v.\Mrmav BLADE / /� America n Shutter S stems Tv.H Dcs UT01i DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY y 9 TE OF Association, Inc. , alD 15-aa5 7tz7 a DAm D7/Z7/17 .� ••. �. `t 8355 N.w.38th.St..Ste.308.ViFC>fIIA UADari.iLDRDA 331E �� Lt Pham 2(3053971-1530.roe:(3DS)871-1331 4268 Westroods Drive 2 DRAWING No ^• r�`{,, ti�,tTy 4-m Vlt oeiis.ram West Palm Beach, FL 33407 3 L � 114 WALTL7i A TILUT Jr.P.E. 17-107 +'' FLOROA Ltc. 44187 5 SHEET RE, SEAL jSiGI�Ai�(1RE/DATE c 5 OF 20 DNCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13) REOUIREO CONCRETE ANCHORS lHtNE SCREWS S CONCRETE REOUIRE6 REQUIRED FOR (SEE SCHEDULE ON Y!/ 1/$-20 CONCRETE ANCHORS 17 18 JA[v9tavE(SEE NOUMurO SON SHEET 7) SHEET 13) NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET 13) - r` "� t4n� 1/4'P-24.3/4'S.S. - T 2 CR([4 _ _ E0+ E0. MdCHiFtf SCREWS __ EO EO USING 1/4'-24 trUTS �X i 9 L y - lJ2' rD 12'O.C. 1/2' E.D.w I 'I .250'Max. ._'_^A� AOL.'I} 13 oR )J "'_ l3 OR 15 1 E.D." 290' -� f F I .250'Mov. -, E 1 r E.D.• , 1 E i - E OF'TIOlUd. ;i ' ' LOPTQNAL ` MN SDsA a*,, t TO GATS tom!F BH -eOR 1 � i (e E)OSTING MtN.SEPARATION TO OLAS^a f%15DI{G I a 9{w 109 NR 1 1 ( J ) GIJLSS--•"r"`""-(SEE SO ON SHEET GLASS^i tTA015fflB i MIN,SEPARATION TO GLASS 1 lOSTINC -(SEE SCHEDULE ON SHEET 11} I 1 )• °tJ5S_ i 'C HV WALL INSTALLATIONHEADER OA V E D O 8� HV WALL HEADER INSTALL ABON + K YSLONE MON.SEPARATION TO CLASS £%1G_ • 1' i I � (SEE SCHEDULE ON SHEET 11) }y 1 MTA svNWq,,- TO � OR 1�1 I 1 -- -� EXISTING I J(` MSS( I 1 9 MIN.SEPARATION TO CLASS GLASS Sa•FJAAE (SEE SCHEDULE ON SHEET it}ii FOR RNIEr al FQT 10 I £cuss---i 'I f f OPTIONAL S i' 1 ,E.p.• I r r I __.._ I 1 i t Igo i tIi ili I ,t 1/4-MO.. r IApa. OPTIOWL OR fi 5 ear E.0.'r 19 0 E0� /2 13 oR J ! I. O C -= 12 oR14 r,.___ "^^ PHILLIPS x3/4'5.5. 1 Min, `"-- - EQ EO-' PH!;LIPS TRUSS HEAD t/4'C-20x3/4 5,5.Pktia.IFS :` MACt11NE SCREWS USING .... ._..._.._.. t CONCRETE ANCHORS ,._.,,.._TRUSS HEAD MACHINE SCREI7S CONCRETE ANCHORS i 1 l',.;J 1' 1/4`-20 NUTS 0 12`O.C. —(SEE SCHEDULE ON W/ 1/4"-20 NUTS D 12"O.C. (SEE SCH£OULE ON SHEET 13) Mia. POURED CONCRETE— SHEET 13) POURED CONCRETE ' OR CONCRETE BLOCK CONCRETE BLOCK ,Q�liCRETE ANCHORS REQUIRED w REQUIRED U, HV WALL SILL IN ALL6TION (SEE SCHEDULE ON F�)HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) 0R ON, BLOCK wnu REQUIRED HV WALL SILL INSTALLATION NQTE FOR CQ RI.l�_UMQ11 OF SECTIONS INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TTPICAL SHUTTER •E.0.-EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR C1 H V 8 LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) SLADE lA ON SHEET 1S 2-MOUNTING SECTIONS CAN SE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 111 El A,7t '' FLORIDA BUILDING CODE(Non High Ve)oaity HUrriCane Zane 41 3�1 .. ✓ 02017 T¢7EC0.RTC, 02017 EASTERN METAL SUPPLY,INC. ��c n�sF .. BERTHA HHHVTM A + Accordion Shutter System 1 L Eco .... \ ■ ■ ■ ■ KV. IXAOE#1 w/OR W/O kV.n(NIM RADE U s@��` TICCIT TESTING & ENGINEERING COMPANY American Sbuffer Systems EY.N DESCRIPTION DATE DRAWR 81: L.C. %�+•'•..,�� BP,.••�E 6355 111w.34u sl,Ste.305,wR"A"Illm.I'ORO.3318 ASSOGi0t107TT Inc. 1 OLD 15-085 7J27j1 DATE' D7/27jt7 r I f' -+,- ,,. Pncno:(305)871-1530.Far:(305)971-1531 4268 Westroods Drive 2 DRAWING No S ��G1�1" o-naT:13t.cRDoo,xcm West Palm Beach, FL 33407 3 7NAL7-107 r ED-0005719 4 +'+�A'•�AArAAAY•r•v I W47CA.A TILLIT Jr.P.E. P.E. SEAL/StGNATURE/DATE ROReA u`.1 44167 8 5 6 OF 20 POURED SIVARAJIMN CONCRETE ANCHORS lovRom I OR CONCRETE (SEE SCHEDULE ON SHEET 13) EXISTING M CLASS REQUIRED CLASS EDGE OF 9w io FOR mas P A U EXIS 11;1,IDLI— EXISTING E ANCHOR GLASS I LOCATION 3/ ox 1�WASHER HEAD c a r O.C.jlox3/4 REX WASHER HEAD 7EK SCREWS 0 12'O.0 C OF !---CONCRETE ANCHORSIF 7 (SEE SCHEDULE 04 SHEET 13) EQ APPLICABLE —EWE OF EXISTING I t I EDGE GF— SLAB IF 49 IF EDGE I, APPLICABLE APP SL SLAB IF POURED 9 j APPLICABLE RED CONCREIE FLAT HEAD CONCRETE ANCHORS 10 CO RETE E.0.0 (SEE SCHEDULE ON SHEET 14) SocME C" REQUIRED to EAB[ 0 ♦ PC - ----------a R UIRED FLAT HEAD CONCRETE ANCHORS C,S"w to EM CONCRETE RECIVIRED _E.D'. (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VA.IJD ONLY FOR UP TO +70, -75 PSF A.S.D. BY WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER TA HV CEILING IN TAS Lxrsralc VR „o,+ (D HV FLOOR INSTALLATION t SCHEDULE#3.SHEET 11 CONCRETE ANCHORS C t TO CLASS UKDALv— WARAW (SEE SCHEDULE 0' 1/4-0 RW amlex -tsa to CLASS ISTIN o SHECt 15) OD Zff) Ex MOIL OR /4-0 POAVIS 1/4 EXISTING_4 EXISTING to c6al FAW04M TAPPEIN!AftCHJFtS W1 v CLASS CLASS ww it) GLA CUSEDUoT 9 Ir IMAX. 10 pa&*,mu I ot�FOR UkM a 6'-0'SPAN A"D UP 7 J A-O.C.FOR S 1/4* 61-41 P"""'C"T" I I I _0SEAIANt AUrp"'B•-6' 6 MAX. Shru it ECR tjmui*,�l &-I MAX. HEX E D WASHER HEAD MAX. JS/4 TEK SCREWS A-US TFK SCREWS 0 91 oc ilCO-20 NIRS /4-0-20.3/4-SS US A IS OR 1/410-20 S.S. CONCRETE E 0 12*O.C. .---' 1 r� Max. 140/410 HEX HEAD 1� 1 3 a, 2*O'C� ., I f(�) "• J/ti, -, OULE ON W/NUT 0 9 P.C. (SEE SCHEDULE Disim tIon SIMU.T.UPAL I SHEET 14) 17 oft @ - - . . . - -------- 2.00'MIN. WAILL TRW(DECORAIM r 1/2' @CA@ * I. ------- 1:1�E OF E.D.• SILL) I S IG a MIN, - I1.,1 6000N111TE IF CONCRETE ANCHORS ill 7/8' Apt SEE NOTE 13(b) ROW. S POURED CO"rRq1, (SEE SCHEDULE ON ON SHEET E.D. 0 NQ TIE T 14) 1 POURED CONCRETE- ON SHEET R V �CK SHEET EE NOTE 13(b} �D' i— .0 RE REQUIRED REQUIRED OR CONCRETE BLOCK 0M MOPNTING NST{ TION ICNAL POURED -A A, LL FLOOR INSTALLATIONHYS aES�RE.04,72 AV CONCRETE MY WALL WALK—OVER INSTALLATION MAXIMUM SMrITR SWMJNPB_07 REQUIRED INGQARD INSLLAT ION t THIS INSTALLATION S14ALL gq!�� L D..EDGE DISTANCE t REMOVASIX WHEN PERFORMED ADJACE14T TO AN OPERABLE EXIT ♦ SEE LIMITATIONS 07 USE FOR I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE a ON SHEET 19 HV BLADE ASSEMBLY 4)INSTALLATION DETAIL W1 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Ltt'TA- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 RLTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTM Accordion Shutter System /IT 7LE C-0i Nc. A.S.S.A. KY. BLADE#1 W/OR W/O ItV.WNDW BLADE American Shutter Systems IEV.Nc OLSCRIPTION DATE OPAWN BY, LC. O TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 37/27/13GATE: 07 27jT7 6155 ff.�,36�Si,$4,305.MAW-C&ROOM ROkVA 33161 4268 Westroods Drive 2 _0Y .......o— Phon. (305)071-1530.foit:(MS)871-1531 —DRAWING No .\V- 1, I',_- Cy ­1.tgli,� _%coh, West PcIm Beach, FL 33407 3 09-00066*719 17-107 WALItR A.71UV Jr.P.C. u„1 44197 ET SHE P.E. SEAL/SIGNAZ'RE/DATE 7 OF 20 ETS 10 18 SEC NOTES 0..4 LOCKING RODS ,HV LOOKS 01 01 `i lNSTALLATlONS W.1 1 HV "'0 ALTERNATE HV LOCK 0 ON SHEET 5. a 0• i 1-^^EXISTING CLASS *B.ADE SLACK DETAIL HVF 15 VAUD FOR ALL BLADE W Hy C E NTE R M TES WITERUATES APPUCATWN%TIN B7ADEO SEE ENO WACC CONNECTION 1 10+ S �•(�3�( +�5 wEXISTING GLASS DETAILS ON SHEETS 10 & 18 xxa'xtfatG`-x i i ®"®®- a�•� 31/4- — (9Ofi3-Ta ALLOY)ALUM. - 7lgENTER MET�Y AN W/(2) IT4'o TAPCON 1/2' �' CLE W/Rs To CONCRETE C LATER TES MATfS(TOPfDCOTTOM)014CR k j103I4"5M5O 12• ,�'}, MI PARAIION(4)#70x7/2'S.N.S.TO TUBE T O.C.FULL LENGNT. W! HV LOCK 4 OY ILS) OCK LGA+J Or 115' TO SAT EAGN At¢G N(TYP) , {SEE SCNE aN SH H 1 7 1 � 3 /21 ,• C� « 3 «� 2` HVB OUT HVC iD•©°"L•J•V`°A\J•�/0q HVA 1 CAG- 8 10 •1�3« rPOUR ONCRETE OR O.O. Q•�• a�I O O @. C ExiSTiNG CVSS FTE BLOCK WALL 6 7 to 6 7 fXi s7t1 10+ 15 r>a 3 u+ r++ • i�°" m8 '�°"±EXISTINGSYM— Eau EG ou5s .��, ,���. tLEx7sTIN CENT RM TES —� (� © �� ®� m MIN. SEPARATION GLASS b * (SEEOSCG GLASS 5 '�"- * W V OCK OiNTERIOR} ®•�o° •�Q4 1 ' ON SHEET 71) MIN. SEPARATION`\" �`C/�.!���, � 2 --___ TO GLASS ` — OPTIONAL � � �-� (SEE SCHEDULE 1 !N ' .. _ � +I ON SHEET 11) (INTERIOR) ,i` ---.-...—_ __...-.—_ -—..___.�__ 4 Ax _ TE auT - 3 NMOR Ea - * 0 16.O.C. 5 « * « _.• 1 --_--- --- } Jz VARIES .ca I 0'5p• L * « V 1-A 1i C7{%"Ji F-6-0-T] a 1/2-MAX.SLACK aUT (EXTERIOR) HVE HVF** FLORIDAHVID BUILDING CODE Non High Velocity Hurricane Zone' 11 !Q �. 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC.,icnis�'. = BER H1'TM a► S A y LEC 4 ,� Accordion Shutter System *: KV. eLAM#1 W/Cit W/O RV.WNWW RXX AlSY Or� 1� . TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6v.N Drsc76PnoN DATE OMMrI 9Y; LC. ;+ �'•. ••'•4(j 6355 N.M.4601.St..Sw.105.%V40G MGM,FLORIDA asta Association. Inc. I OLD 15-085 7/27/7 DATE: 07/27/17 Phan.:(305)971-1530.Fax:(305)871-1537 426$ tYestroods Drive x .(� \ TT a-mal:tatuooa1440,n West Palm Beoch, FL 33407 3 DRAWING No i� NAi EH-00067110 17-107 '•'+ r74. llt WALTER A.TILLIT Jr,P,E 4 "�.,rerJr TLORMA L7a.j 44167 5 SHEET P.E. ii AL tCNATURE/DAT£ 6 8 OF 20 ALTERNATE O 'I " IOC met /FEMALE "T" LOCKS CE dTERMAT ES 8 2 9 & LOCKERS 0 W f M HV BLADE Aff END CONNECTION DETAILS ON SHEM 10 & 19 INSTALLATION (11 HV BLADE OUT IN `l��Exwsnha ams BLADE OSCET#&RW.MCATEO ON SKEET a. Wf HD CEL+ITERMATES { .�5 AS WELL AS UNMRSV,ROMIG BLADE®OSTM IfO-ma, «✓nj w 6(�•�w$w®•�« om'CATM oN M SKEET,UAY OE V=Wfii TMS ALTERNA M A C �00•yy�v��wV���,,•11�✓«�©yy•�« msuuAnOn otTu rry NoN'r m nus SIlra_ D' Af�ONtEE15 10 NNECMRO N 2•.x'.1/a'4a-2 � �'�«®'�«�' Ale {1oP/Banou) t._ ___.. (oPriwlAl) 4 foaamuL) pyw•1lY sys.ro roeE )<1oaoc sus,uL[na+i # AT tAbl A1car.(1m) 30 HV "T" IN (wiSN{TYP.} IN PatSLV. N(im.} 3 uw 0,53 5 3 LOCK (INSIDE) 1 7 flC �� tax s°'m as 6Nm 1 ----------- 5 1 ` 2 29 S \_ OUT 31 oR 2 may* 33 31 OR( 31 oR 32 2 1/4" 0--120 x 1 1/2" S.S.M.S. 5# {DP *SEE NOTE a FOR NO LOCx0. * Wj 7/8"0 x 3/32" WINGNUT. (OPaoxAl;Hps—HVA oUT HCsH� 'r LOCK,TTN SHEET 9c'l 3jZtgHt2 SYMMETRICAL HD CENTERMATES 14V •T" LOCK OUTSIDE) 2 * WJ LOCK (EXTERIOR) 1�1 LOCK (INTERIOR) 'L'SERIES 9.4 ALtIMJtvu (2024-T3 ALL"LARCE RANGE 1101 «®«©• 7O«8�«10•�'�' SKEET NUTSERT.PART 1 0520. AS VAsUFACTURED BY AVOFL CI.. TEXTORI4 PAR$I1a11,NEW JERSEY �" L:l-trl•�«62.7 •�w 07054 OR EQUAL_ SEE.0115 QN LOMW AOOSp HD Q)tons oN SNRT 5 **LxAASAL RMT-4 BtAKO ECTAA hw-HR R vuO TpR All EEMT17J47E5 A1MlM.ATgt15MIN RIlIOE© HDD—HVD** 1+AlAsrlii�•r.�. FLOATING S'[a4CK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 ~� ....... ici02017 EASTERN KETAL SUPPLY,INC.02017 TILTECO,INC. BERTHA H V Tm 0.4 3 �IL C O INC. A S A Accordion Shutter System KV. t3ADE#1 Wj OR W/0 H.Y.WINDOW MADE I : TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems Lv.N DESCRIPTION DATE DRAWN BY: L.C. �T y 7'ttQ� 4 �Assoctatlon, Inc. / OLD 1s-a8s 71ztt1 ate: 07/27117 V Ys.•''f"V t� 6355-N.W.36th.St.,Sta.505,NRCUM OAMOM FLAVA 3316 PIK.:(305)871-1570.F..:(303)871-153/ 4268 Westroads Drive a DRAWING No AL EN +1`1 c�3;01 0..Ixom West Palm Beach. FL 33407 1 7� ••.yNAYr1/r't WALTER A TILIIT Jr.P.C. Ell "�_ u� P.E. SEAL/SIGNATURE/DATE naRwA t c 6♦4147 SHEET OF 20 •--POURED CONCRETE POURED CONCRETE �'OURED CONCRETE POURED CONCRETE OR L-' / OR CONCRETE OR CONCRETE / OR CONCRETE RCONCRETE EQUIRED BLOCK WALL �/ 6LOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED /� EXISTING GLASS EXISTING GLASS EX .3AIN.. _ ' NG GLASS 2 CONCRETE AIICHOR" EXISTING GLASS �' O 58"O.C. MIL SEPAW ON " +•:--2" MIRY" TO GLASS(SEE l" 1" f ~YI r LGN.SFPARATtOti ,• IA1i.SEPARATION SCHEDULE ON SHEET �t MAN.SEPARATION 11 FOR BtADE(DAND SCKM41E ON �` 74 GWS(''' EO EQ. TO SCHEDULE SqH�EET 1 f 16•x3"MAX ON SKEET 19 FOR QR40 � SCHEDULE Ott SHEET +' 11 FOR EADEMANO (6063- NT. �� - ON SHEEP 14 II FOR MADE®AND fj�.� .ON SHEET 19 FOR M.CLOSER �� (fitRfS�& Tf2" ON SHEET 59 FOR (LOCATE SIDEA BLADES�a`� PLATE. (LOCATE 5/2-1 / F.tAA£S KOk AT ENHER SIDE lAW-,,tt+ 1 1 I ... OF ) 1/2•MIN. OF a) /r ! *USE I'OR 2•MAX, ! JJ / (AS APPUCABLE)x2'x1/S'x0 '10x1fz•S.M.S. ! --- - ALUWWA CUP ANGLE ` --- tOxO/ s -�---� t,� O 16'O.C. W O.C. (6063-T6 ALLOY)AT MIDNEIGHT ~'I rj` (1)#1ex1/2•S.M.S.TO(D& 4 r •� j (2)1/4'0 TAPCONS ANCHORS TO { WALL AT 1"O.C. (tdCATE A7 SEE DETNL X F &R* j EITHER 90E OF SIDE CONNECTI N j1O R iV" I (74• ) iQ OR OR SEE DETAIL X FOR O OR I• TO TRAC O'O O O I SIDE CONNECTION SEE DETAIN E TO a n 6 7 n8 1 •1�3n CTIO TO TRACKS :x n0,• 70.8 5 •�a �.�.a�" ©'�a SIDE CTOµTRACKS 10w�n©•�r +(�r.�a 1 .//®te�a®./�/��n{©��. a L'S//��•♦®aK�!'/����'� 44®��- •�a©`O`,r1 .. 6•/1•.0a 6).0j @'',;!•�all`i:J• a 00.0aV`l�:yJ•,(0�,°• //�^^��`�aA©�•®a®�,,•AAL^''Ja,('�,,�^), �'a•s/n®.+®n/0��,,•(AA�yyay''��,, �.•®arm.®a�6•ILj,n ®•®a50,@aV•'V'"' V•�a®•'t'la\3`Y,la®. Q•'i9+a Y:A•�aV"`t.;Jati:!'� ai"tea® I a® END CONNECTION DETAIL(1) END CONN ECTION DETAIL Q ENL D CONNECTION DETAI €ND CONNECTIO�y DETAILQ + REOUtR£0 ONLY FOR SPANS GREATER THAN 12'-0' r- NCRETE OR EXISTING � CONCRETE BLOCK WALL �-- .,.._ 4 /—EXISTING GLASS -• REQUIRED CLASS IAN.SEPARATIOrT TO GLASS SIE C t6•wC, tAPATMX't V -'"�` �OR®OR OR 11 F Oµ ®AND CONCRETE 1/2"to N.SHEET TO -____ ___ OTI SIUWI I ANCHOR O \ It FOR MADECT)AND fir),.../ _--, __-__ _ _ 1 OR 30R q OR's CONCRETE GLADES®d1® 12' ON SKEET! (D&a y _ - OR(g ANCHOR I t _ED I ^ O.C. ,... MIN. �_-- I/2_lANy,__ 4 f --- EO _-"' __ 17 `c OR S)OR qOR SEE 2'MIN. 2"MIN. FSLADEt1 AONNSHEETS Or U19 SE FdR (i�•OR(30R�OR�OR 1.LsS.L.� ( t ()R &N1 PLAN � OR ®• C �a0•�a�a(1�•6�a DETAIL � POURED CONCRETE AL ®a®•C7Oa a10•@ .` ' rD,•®a�•�n©.pa END INSTALLATION CONCRETE BLOCK WALL \_ �- R£QURE(3 � ,G °'�.`L'�" '®a ©., `�a0.O•Q�a 1 NV BLADE OR H WINDOW BLADE INTO @a CONCRETE OR CONCRETE BLOCK WALL. CONNECTION DETAIL Q Q•6�a�• ja •�a r rtAgnecINNECTIONa FLORIDA BUILDING CODE Hon High Velocity Hurricane tone 02017 T1L7EC 02017 EASTERN METAL SUPPLY, INC. EWTHA NVTM /Ti _ A S A yL E C d �N�. ■ ■ ■ ■ Accordion Shutter System KV. BLADE#t W/CR W/0 N.Y.WNDOW BLADE American Shutter Systems REV.W4 atsCRIPnm DATE DRAAW m: LC. TILUT TESTING k ENGINEERING COMPANY nwnN ;'4J�1�� 61SS N.W.36th.St..St..3a5.NAGau WRENS,nBRM 3316 Association, Inc. 1 OLD 55-d85 1f27/5 DtTC: 07/27/iJ 1 Pham:(395)671-1630:Tax:(305)671-1531 4268 Westroods .Drive 2 -OR No SAL 111 a^mod tiRaeaOA•com West Palm Beach, FL 33407 3 ,S70 FN,o,5 Es-0056719 17-107 rrdr WALTER A TILUT Jr.P.E. irsiA FLOROA.Lk.d 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 i • II SCHEDULE 41 SCHEDULE #2 SCHEDULE 93 MAXIMUM SHUTTER SPAN' 'L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" ((t.). FOR INSTALLATIONS V7/ �6L OR -L-- (ft.) FOR R -L-- (it.) INSTALLATIONS INSTALLATION LEGEND NOES: CENTERMATES &/,�® or or INSTALLATIONS W/ W SYMMETRIC L CENTEF CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK (a or 0 or or & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK (a W/ NO LOCKING RODS or ONE HV LOCK or �or� L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE k.9 OR W/ NO LOCKING WALL A. B. C, D. E. M. N. 0, P. a. AS.D. DESIGN PRESSURE RATING. CENTERtdA7� 28(8 29 W/ ONE Wf NO LOCKING RODS ODS MOUNTING F, K & L R. S, & V. fo-T- LOCK 30 W/TWO LOONG (SEE NOTES t;tt) (VALID FOR MOUNTING 1(�) (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NTryO7P�G&}BOTTOM EE SHEET 7) FLOOR/CEILING G, H. I, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUIIG: CoNCfiEiF&Imo INSTALLATIONS 0 uaDuuu CONCRETE ds K'ODD uAxuw CONCRETE MOUNTING & M SES' Aso,Dou I 1N 1 ASA.DESK" INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A8.0.DE51rx, PRESSURE WALL.MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+-FROM SCHEDULE. PnE suRE WALL MOUNTING FLOOR/CEIDNG �� & RAW4 n00fi/CDUNG M01,# G GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, ( ?) MOUNTING (p.u1.) FLOOR/COLING MOLHRNG �.e.l l ,�..�..������.�.�� ("DR_) (t OR-) FLODR ALL UOUNTwG DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. C t (ft) L-(4) Li (1) L-(II) L t (n) I L-(ft) L a (a) t-(N 0 MAXIMUM SHUTTER SPAN 'L+'OR'L--FOR 30 OR LES 16'^0' 16'-0' 18'-0" 16'-0• 30 16"-0" 18'-0` 30 16'-0' 16'-9" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE t6'^0' 35 105 psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"L+"AND•L--. 35 14'-10" 14`-10' 15'-2' 14'-10' 14'-10' 35 15'-2- I6'-10" 4a 13'-10' t3'-/0' 14'^2' 15'^2" 40 13'-10' 13'-10" 40 A'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13-10 13'-1' 13'-4- I4'-3' 45 13'-t' 13'-1" 45 1J'^4` td•-J- t HV CORNER CENTERMATE ®3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 t2'-5" 12'-5' 12'-8• 1J'-T 50 12'-S' 12'-5" 50 12'-3' f8-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CPUNG MOUNTINGS: 55 11'-10' f1'-10' 12'-1• 12'-t 1' 55 11'-10' II'-10" 55 11'-1' I1'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE g5,SHEEF 5. 60 14'-4" 1 Y-4 i i'-T 12'-4" 60 i i'-4' 1 V-4' 60 10"-2- 10'-I i` RATING: 65 10'-10` 10'-10' 11'-t- I1'-11' 65 10'-10" IO'_10" 65 9'-5" tg'-1" DETERMINE: L,+� MAX.SPAN FOR WALL MOUNTING INSTALLATIONS.. 70 f0'-fi- 10'-6' t0'-9' tt'-6' 7a t0`-$• tp'-$" 70 8'-9" 9-4" '•� 75 - 8'-9' WSTALI.A X.SPAN FOR FLOOR/CEILING MOUNTING 75 S07-1' 10'-1' 10'-4' il'-1- 75 10'-1' 10'-i- "rf EX{PT THAT MAXIMUM SHUCTER BO 9'^10- 9'-16' 10'-0" t0'-9" 80 9'-10` W-1a• SPAN 1.+"OR'L-•AND MAXIMUM A.S.D.OESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-8' 9'-9` 10'-5' 85 9'-6' 9'-8' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATINGt 90 9'-3' 9'-J' 9'-S• id-1' 90 W-3' 9'-3" OR CONCRETE BLOCK SFiA13.BE UM9TLTD AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING U- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0- $'-9' 9'-2" 9'-10- 95 9'-D' 8'-9' LIMITED TO +64,-72 p.s.f. AND 8.-0" SPAN• SEE I2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 W-9- 8'-49'-0` 9'-7' IDo _ W-9" W-4- MOUNTING Q ON SHEET 7. INSTALLATIONS. '7 8-9" 9'-4' 105 8-? - 1 10 8'-4' 7'-7' 8'-7' 9'-2- 110 W-4' 7'-7• MINIM MAXIMUMBETWEEN At1.'Li+', SPAN IS EQUAL 'L THE 7-3" SEPARATION TO GLASS SCHEDULE MINIMUM BEtWEEN Lt+. L7+. L,- AND �- 120 8'-0" 6'-11- 8'-2` 8-9" 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10- 6'-8' 8•-0' 8'-5' 125 7'-t0• 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN p-8' 6'-5' 7'-10' 8'-1' 130 7"-B' 6'-s• MINIMUM PRESSURE RATING TO DETER14INE MAXIMUM ANCHOR 130_ 135 7'-7' 6'-2' 7'-g' T-9' 135 7'-7- 6'-2. WIND ZONE SPACING. too ;' 5'-1r 7'-7' 7'-6- 140 �'-5- 5'-11" ASTM E-1996 SEPARATION 145 7'-3- 5'-9' 7'--5- 7'-3' 145 7'-3` T{) f7LA11 150 7•-2- S'-7- 7'-4- 7'-0' 150 7'-2' 155 7'-0' 5'-5• 7'-2' 6'-s' 155 r-D• s'-s- 1 THRU 3 1" 160 6'-tt' S'-2' T-/' 6'-7' 160 e'-11' 5'-2" 165 W-10' 11-1' 7•-0* 6'-4- 165 6'-10' W-1" t70 6'-9' a—if' 6'-11" 6'-2' 170 6'-9- 4'-11" 175 W-7` 4'-8" 6'-9- 6'-0` 175 6'^7' 4•-9• N V BLADE 180 8'-8` 4'-8' 6'-8" 5'-10' 180 '6'-6' 4'-8' 185 6'-S' C-6` 6'-7' 5'-8' IBS 6'-5' 4'-6' 190 6'-4' 4'-6" 6'-8' S.-6- 190 6'-4' 4'-S- 195 6'-3' 4'-3- 6'-5" 5'-5' 195 6'-3" 4'-3" W-3- 20a 6'-2- 4'-2- 205 6'-1" <'-1' 6'-3' S'-t' Los 6'-1' 1N " FLORIDA BUILDING CODE(Non Koh Velocity Hurricane Zone ' @2017 EASTERN METAL SUPPLY, INC. •"' 02017 RLTTCO,INC. ...... 4Z BERTHA ERT A �6�7 T!A'` Q Accordion Shutter System �'L ■ ■ . ■ Kv.BLADE#1'W/OR W/0 H.V.N=N E-0AflE TICCIT TESTING & ENGINEERING COMPANY American SflUftef SYSfeTT1S Ey,N DEscRronGN DATE DRAWN BY."Mto;v.L.G. l_ 4` Association, no. i OLD 15-085 07/27/1GATE: 07/27/17 tt7 AIA 63s5 ff.w.36G..SL,s..363.KRONA GMDOIS,FLCRA&3314" 4268 Weslroads Drive Z Phone:(309)871-1530.Fo.:(305)871-1531 DRAWING No t"ss, �y\1t'1 a-moM-owd7t91oom West Palm Beach, FL 33407 3 17-107 WALTER A TILUT Nr.P., 4 no ODA U. 44167 � SHEET P.E. 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LUNIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCCN WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ /4 12 to 9 8 T 33 SS 14 12 10 9 a 8 6 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2S N t2 10 9 6 8 8 0 't4 12 10 97 8 $ 8 4 14 12 10 B B e 8 3.5 14 12 10 9 $ 8 6 4 f4 12 t0 9 8 8 6 43 14 12 10 0 8 6 4 33 A2)MINIMUM EMBEDMENT OF tfi`p x 3/4'All,POINTS sOLtO-SET ANCHORS SHALL BE 7/e'INTO THE POURED 4;ANCRETE.NO EMBEDMENT 14 t2 16 9 B 8 6 4.5 14 12 10 9 B $ 8 5,3 14 12 10 9 8 S 6 4S INTO STUCCO SHAD.BE PERMITTED..1/4'o-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO •6EL UxYrARxl9 ru V19 FOA it 42 10 9 7.5 5,5 1.5 - 14 12 10 9 8 6 B S i4 12 70 9 8 7 5.9 4 EX15i,AND T`MINIMUM FOR WALLS WITH NO STUCCO. 14 t2 10 9 B B 6 8 14 i2 10 9 B 8 $ SS 14 12 10 9 8 0 6 43 MADE A CN lA1EET 19 14 t2 10 9 8 7 4 - 14 12 I 9 8 6.5 5 3S 14 12 10 8 &5 5 15 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, is 12 t0 9 8 7.S 4S - 14 12 10 9 8 8 6 t3 14 12 t0 9 B 6 43 .75 ANCHORS SHALL.BE LONG El�UCN TO REACH THE MAH STRUCTURE BEFBND SAID WALL FINISHES.ANCHORAGE SNAIL.BE AS Uy01G0ED ON 14 72-9 73 0.5 43 - - 14 12 itl B 8 7.5 S.5 4 14 12 10 9 6 5 4.5 3.5 INSTALLATION NOTES AA) &IN.2 EABOVF- FOR FS METAL INSTALLATIONS O8N�SD DING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 6'-0• 14 12 t0 4 8 0 6 - t4 12 10 0 8 B 6 5 T4 12 10 9 8 43 5 3.5 /4 12 10 9 7.5 5.! 3 - N 12 t0 &5 7 5,s 4 3 14 12 $ 8.5 SS { 3 - (8) 10 COSTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 - - 14 12 10 9 8 6.4 5 175 14 12 t0 &S 0 5 4 - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLM ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX. I♦ 12 8 6.5 5.3 3 - - 14 12 i0 9 B s.5 4.5 3.5 to 12 19 8 7 3 15 3 - I/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.7Y COMPANY. 7'-a. 14 12 10 9 8 8 - = 14 12 10 9 B 7 S 4 t4 &- 10 9 75 &S a 7 _ 1/4.0 BLUE TAP CONCRETE ANCHORSWf CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14- 12 10 8 bS 4 - - 14 12 9 7S 6 4.5 3.5 - i4 tO5 7 KS 4.5 15 - _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 &5 7 4 - 14 12 10 9 ,5 4 - 14 12 9 7 7S - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5S 4.6 - - 14 12 t0 9 7. 9S - 14 12 9 7 4S _ 8'-0' 14 t2 t0 e 8 6S - - T4 12 t0 9 B - 14 12 t0 B 63 .5 = NOTES: 14 12 8.5 7 sS 3 - - 14 12 8 6.5 5.5 4 3 - 12.5 a.5 6 5 4 3 - &i)MINIMUM EMBEDMENT Wyi,CONCRETE BLOCK OF TAPCOR.BLUE TAP Wf CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 t2 9.5 7.s 6 - 14 12 93 6 6.5 5 - - t4 /2 8 6 BS 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1', 13 9.3 &S ! 3.5 - - - Y4 12 10 B 6.5 5 - - 14 12 0 6.5 S 4 - B'-D, t4 12 to 9 8 - - - 14 12 10 9 7,5 a.5 - 14 12 83 7 3.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3f4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BIDGK.NO 14 11.5 7S 6 - t4 11 7 6.5 5 3.3 - - 11 8 5.3 4S J.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMmED. 1/4'0-20 SS.MACHINE SCREW USED SNULL BE 1 1/2'LONG MINIMUM SHOULD STUCCO /4 12 8 &s 4S - - 14 12 &5 T !LS 4 - - 14 10.5 7 5.9 8 4.5 - - EXIST.AND!'MINIMUM FOR WALLS WITH NO STUCCO. IIS 0.5 &5 4 - - - - 14 12 9 7 8 43 - - 14 11 7 5.5 4.5 3:L - T'1 12 10 9 73 - - - 14 12 10 8 8.3 S - i4 12 8 6 5 a - - 8,3)IN CASE THAT PRECAST STCt-PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOCK. 10'-0' 14 10.5 7 S SS - - - 13 93 65 5 4 3 - - 10 T.! ! 4 3 - - - ANCHORS SHALL>3E LONG ENOUGH TO REACH THE MAOI ST12tICiURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 tt 77 5 - - 14 ttb 9 5 5 a - - 123 9S 8 S. s 4 - - NOTES 8.1)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10,5 _$ 5 - - 14 12 8 6.5 5,5 A - - 13 10 OS $ 4 J - FOR INSTALLATION INTO€IFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - , 14 12 9 7 6 43 - - 14 10 GA 7 SS 4.5 },5 - C ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12S 9S 5 - - 12 9 6 4s 4 3 - - 9 7 45 3.5 3 - () 14 ID' 7 - - - - 14 105 7 9.5 4,5 - - - Lt.$&S 58 iS 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - }4 IIS 7.5 6 S - - 12 0 6 4.5 4 - - tt t2 10 - - - - - 14 12 8 6.5 SS - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSi,(�yPA ,H_(3^3C}j ULE FOR aNCNORS 12'-0 HS 85 l,5 - I1 B 5.5 4 3S - - - 8 B 4 3 - - - MAONMUM ANC44OR SPACINGS ARE VALID FCA EDGE&STANCES INDICATED BELOW.FOR E.D.LESS THAN THE tUDCATED,REDUCE ANCHOR SPACING 13,5 9.5 6 - - - - - i} 9S 61 5 4 -- - t0.5 8 S 4 - - - - BY MULTIPLYN 4 SPACWG SHOWN ON SCHEDULE BY THE FOLLOVANNG FACTORS. q g,s - - 14 1-5 7 S.5 4.5 - - 11 5.5 53 4.S 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE NESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'^0' 14 12 - _ - - 14 11.5 7.5 6 - = - 12 6 4.5 4 - - FACTOR 10.8 fl _ _ - t0 73 s 4 3 - 7S 5S a 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ EDGE TAPCON ALL POINT SOLID SEF BLUE TAP W CAF 12.5 BS - - - - - 12 9 6 4S 4 - - tls 7 3 4 - - DICTANCE TI,ftFJ+DFORM TECHNOLOGY f ANN.SPACING [14 83 5 - 4 - - - - HV BLADE OR &D MIN.SPACING-3' MIN.SPACING-3' WN,SPACING-3 1/2' MIN.SPACING+3' 3 3/4- 4' IA- 14'-0' 12 - - - - _ - 14 IO.S 7 S.S - - _ - 11 0.5 55 -5 - - _ HV BLADu�� POURED CONCRETE& POURED CONGRETE& POURED CONCRETE&73 - - 9 7 43 3.5 - - 7 5 33 3 - 1 CONj�CR TE LOCK ����2g� M.N EB..!TOCKCA uCAETQBOCK ��O0i'3ffiE COtiTETE 20.0OL 5 - - - - - II B. 5S'4.9 - - - 9 B.S 4S - - - - HV WIND1._ _ _ _ _ _ 12 9 6 - - - - 9S 7 s _ _ _ _ 3' 1.0 0.90 1,0 8.78 t.0 0.84 1.0 15'-O' . BLADE WORKING 2 1f2• - 0.81 t.0 - - 0.67 1.8 - _ _ _ $g gg - IN UNISON- - 10% 8 S - - - 836 42' - 0.7t - - 0.61- _ _ _ - LS 8. 5S _ _ _ 9 &3 45 - - - - - 1 J/4' - 0.91 - 0.43 6•_O. - - _ - 123 9.5 $ - _ - _ - l0 7S 5 _ _ _ _ - 1 7 Y 0.35 - - - 0.38 - 0 - 8 6 4 - - 8 4b 3 93 7 5 _ _ _ _ e 6 4 - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane 144`,,11 pL�EVA A t�/.j►-,l- 02017 nLTECO,INC. ®2017 EASTERN BERTHA'AETAL SUPPLY,INC.1^ C .. -�ictis;f = A S S A Accordion Shutter System * i0. 11. E C C� N ■ ■ ■ N.V. BLADE#t W/OR R W10 N.Y.i NWN RADE American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY y H DEseRwnnN DATE DRAWN ft I.C. t w rly OF •*i• Nu55 nw.36th.SL.Ste.305.VIROW4 GARDONS.FIAIMS&331E As34C1atlOn4 Inc. t OLD TS-085 Tj27 I DA¢: D7f2T/1T C� 426$ 14Bstro4ds Drive x DRAWING No Pnnnc:(305)871-1330.FOF i(303)871-1331 -TpD \ ' Li1t' wutERERAti7teJor.`PE. West Palm Beach, FL 33407 4 1.7^107 07 1' FLORIDA Uc,144ifi7 5 SHEET P.E.5 9 DATE 6 13 OF 20 MA_x(MURr AHGf{QR+ SP"GING ()0,)jCHEDULE FOR A GIVEN MAX, SHUTTER_SPAN. A.S.D DESIGN NEt'ATIi� ARES iR jC Aj�Q A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J.K 5 L ON SHEET 7) POURED CONCRETE POURED CON CRETE BLOCK ANCHORS SPACING LEGEND 1 W-OVER"' 1 TRENCH QRAINGUARO MOUNTING (JK WAU.jfl.00R MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR u0U _9A OE90+NTAPCON WITH ADVANCED 3 fn) m.Q6E 9419w D..6WR1 SEOta/f MMM (ym ASB.DEM IRG4TRE rlsuu�E xueia N4 o�tdV IIEWINE r�Rclumw(p9 30 4a BO 75 40 128 160 205 1O 40 80 75 90 120 160 205 0 i0 68 75190112011601205- ]0 40 60 75 5D 120 t68 205 THREAOFORhi TECHNOLOGY 1412 to 9 tl 8 6 5 12 12 12- 12 12 15 16S 7 7 7 7 7 7 5 5 5 S 5 5 5 S ALL POINTS SOLID-SEI 3`-Ow 14 t2 10 9 8 $ s 6 12 12 12 12 t2 12 9.5 T T 7 T 7 7 7 7 7 5 5 5 S 5 5 5 5 LESS t4 12 Hl 9 8 B 6 6 t2 12 12 12 0.5 9 6 4S 7 7 7 7 7 7 7 65 S 5 5 S S 5 5 6 BLUE TAP 14 12 10 0 8 a 6 $ 12 12 12 12 /2 10 7.s 6 7 7 -T 7 7 7 7 7 5 5 5 s S 6 5 S TAPPER+ 14 12 to 9 8 8 6 6 12 12 12 12 1S BA a} 5 7 7 7 7 7 7 SS 4 5 5 5 5 3 5 5 4 4'-0, 14 12 10 D B B 6 6 12 12 12 12 12 9S 7 5.5 7 77 7 7 7 7 7 S } 55 S } D 5 ti 14 10 9 B $ 6 5 12 12 12 05 e 6 4.5 IS 7 7 7 7 7 7 6.5 5 5 S 8 0 5 5 S d 14 12 10 0 it8 6 6 12 12 12, 12 10 73 5,5 { 7 7 7 7 7 7 7 515 5 5 5 S 9 5 5 5 14 12 t0 9 a 8 6 6 t2 12 12 ii a 7 } 4 7 7 7 7 7 55 i 3 S 5 5 5 5 5 4 3 W-Ow 14 12 10 9 B B 6 6 12 12 12 12 10 7.5 SS 4 7 J 7 7 7 7 7 7 5 '5 5 5 5 5 5 5 14 12 10- 9 8 8 6 6 12 12 8.9 7.5. 6 45 3.5 - 7 T 7 7 7 7 5 3,5 5 5 S 5. 5 5 5 4 14 12 t0 B 8 6 6 6 12 12 t2 9.5 8 a 45 - 17 7 7 7 7 7 6.5 4 5 S 5 65 5 5 4 'k SEE ANCHOR 1412 10 9 8 6 0 8 12 12 5 9 7,5 S5 4 3 7 7 7 7 7 4.5 5 - 5 5 5 5 5 45.3.5 - SPECIFICATIONS 8,-O. 14. 12 /0 9 8 8 8 8 t2 12 12 I 8 6 4.5 3.5 7 7 7 7 7 7 1 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 f2 -1-01-r B a 6 612 12 8 e 5 4 3 - 7 1 1 7 7 SS 4 5 5 5 S 5 5 4 J 4 12 10 _9 [17 8 6 $ 12 12 10 8 6.5 5 05 7 7 7 7 7 6 4,5 - 5 9 S S 5 S 4.5 - 14 12 1O9 8 B o 6 12 12 1D B 65 5 3.5 - 7 7 7 6.5 5.5 4 - 5 } 5 5 5 4 3 T._0- 4 12 1a 9 8 8 6 6 12 12 12 &S 7 S 4 3 7 7 7 7 7 7 7 6 5 6 5 5 S 5 9 r4 12 10 9 a 8 6 6 12 10 65 5 45 - 7 7 1 7 63 5 3 - 6 5 S 5 5 9 3.5 3 14 12 10 9 B 0 6 6 12 12 B57 3T3 -- - 7 7 7 1 7 7 5 - - 5 5 s 5 5 s 4 - 0 VALID ONLY FOR UP TO +70, -75 14. 12 10 9 a 8 8 -- 12 12 B.5 7 5 4 7 7 7 94 4S 3 - 5 5 S 5 4,5 34 - - PSF A.S,D DESIGN PRESSURE B'-Ow 14 12 10 9 8 9 B - 12 12 0.5 7,S 6 5 - 7 7 7 7 7 7 7 4 5 5 S 5 5 5 5 5 RATING & FOR SPANS PER 14 1z 1a 9 B $ s - tz 9 6 4.5 4 3 - - 7 7 7 i 5S 4 - - s 5 s s s 4 SCHEDULE #3. SHEET 11 14 12 to 9 8 8 6 - t2 ii 7.5 6 } 79 - 7 7 7 J5 6 4.5 - - 5 S S 5 S 45 14 12 IQ 9 8 B - - 12 15 7.5 8 3 15 - - 7 7 6.S 9 4 - - - ! 5 5 S 4 ] - 9'-Ow t4 i2 10 9 B 8 - 12 12 9,5 6.5 5.3 4 3 _ 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 I{12 ID 9 8 B - 0.6 8 5 4 3.5 - - 7 7 7 B 5 3.5 - - 5 5 5 s 5 4 -i- T-4 12 10 6 B 8 - 12 fO 8.5 5 4.5 - - - a 7 T BS - - S S S S 5 ♦ - 14 12 10 0 B B - - 12 0S 7 SS 45 3.5 - - 7 7 IS 45 3.5 - - - 5 5 5 45 ]3 - - 10'-Ow 14 12 is 9 o 8 - - 12 it 8.5 6 } 3S - - 7 7 7 7 7 7 4.5 - S S 5 5 5 S 5 45 74 12 SO 9 $ 8 - 9.5 7 45 3S 3 - - 7 7 7 5.5 4.5 - - - S S 5 5 4,5135 14 12 10 9 B a - 12 9 6 5 4 - - - 7 7 7 6 S - - 5 S 5 45 5 - - - 14 12 10 9 8 8 - - 12 95 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 35 - - - 1{ r2 10 9 8 a - - 12 f0 7 55 4.5 15 - - 7 7 7 7 7 7 35 - d 5 5 5 5 5 5 4 r+'{� 11'_Ow 14 12 1a 9 6 B - - O1 B0 4 3.S 1 - - - 7 7 6 5 s - - - 5 5. 5 5 4 ] - H V BLADE E 4 N LY T4 12 10 9 8 0 - - 11 E SS i - - - - 7 7 7 6.5 {.5 - - 5 5 5 } 45 - \ / 14 12 10 9 0 - - - 15 8.5 6.5 45 1.5 T3 - 7 4.5 35 - - 5 5 45 3.5 3 - - - t4 12 IO 9 8 - - - 12 9.5 6.5 5 4 - 7 7 7 7 7 d 3 - } 5 5 5 5 5 4.514 12 10 9 B 8 8 4 ] - 7 7 S5 4.5 ]5 - - - S4.5 a ] 14 12 1098 to T.5 5 4 - 7 7 4 5 - 14 12 I0 8 B - - IDS a S 4 3.5 - - 7 6.5 4.4 35 14 12 10 9 8 - - 1.5 8.5 8 4.9 3�5 3 - 7 7 7 7 7 ay5 - 5 3 5 5 S 5 a.S 1.S 14 12 10 9 $ 1 - - 14 12 10 9 8 9 4.6 .75 - - 7 7 55 44 - - - 5 5 5 4,6 a - U t2 10 9 - - - - t0 75 5 4 ] - - - 7 6 4 3 - - - 5 S 4 3 - - - - 14'-Ow 14 12 10 0 - - OS 8 5.5 a 3.5 - - - 7 7 ] 7 7 4 5 } 5 5 5 5 4 3 14 12 10 8 - 85 5 3 - - - 7 7 5 3.5 - - 5 } S 4 - - - la 12 10 9 - 8.5 8.5 4 - 7 7 5 4 - 74 12 IO -- - _ 9 65 15 3 - - 7 SS 35 - - - _ } 5 SS 3 - - - 15`-0 ti 10 Z5 S 4 ] - - 7 7 7 7 7 SS - - 5 5 } II S 5 4 3 N r2 to - B 4s 3 - - - 7 7 4,5 3 - _ - S 5 45 35 - - 14 12 10 _ - - - a { - - 7 7 5 - - - 5 5 5 4 - - 14 12 1 _ - - _ - 8.5 6S 4 3.5 - - - 7 5.5 1.5 - - - - } 5 - 16'-O"/4 12 10 - - - _ - 9.5 7 4,5 35 7 T 7 6 1 - - 5 S } 5 } 4.5 1.5 14 12 10 6 4.5 3 - - _ - - 7 &5 4 - - - - S 9 I4 12 10 - - - 7S 5.5 T5 - - - _ 7- lJ ^1 - _ _ - 9 s 4 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' ,'14, 02017 1IL7ECa,INC, 02017 EASTERN METAL SUPPLY,INC. BERTHA H ,7d A A Accordion Shutter System I L E V 1 a c. . ■ HN- MADE#1 wf OR WTO H.V.W DOH 8!ADE 71W7 TESTING ✓s< ENGINEERING COMPANY% American Shutter Systems Ev.H c91PnoH GATE O9Ari41 BY: LC. • _U�'f__"��;;``�,,4t 6155 aW.MI,St,mt.Sas,%UMM OwDIN$.ncaaw 33161 Association, Inc. t OLD T5-O85 7 27it n4tE: 07/27ji7 7 �T 1 Phom 1(105)871-1530,Fox:(305)871-1531 4268 Westroods Drive 2 -DRAWING No 1 o- M.t4tx90oo1- West Palm Beach, FL 33407 3 17-107 1s�J't•-••`• (�11 i11 EB-0008719 w701VA7 E `�,0" 1VALIER A.Mwf Jr.P.E. 4 L FWRIDA tar,#44167 s SHEET P.E. SSS x3;3 N yk/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p&f.) AND CORRESPONDING MAXIMUM ANCHOR SP CA ING (Ln,� SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGAME A+S.D. DESIGN,PRESSURE RATING AND A CORRESPDNDING MOUNTiN�fYP. (SEE MOUNTINGS ON SHEETS 16 G+ 17). SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MON. COX 2W MIN.C-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0:50 W/MIN. G=0.43 W/ MIN. 0-0.36 PLYWOOD M)ir7."cwo.s Wj W/ MIN, G=0.43 SV MIN. G=0.38 $PAR(4) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS MWALL MOUNTINGS B.O. WALL TAOUNTINCS 5.0.WALL MOUNTINGS 8.0. WALL MOUNTINGS N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS ,W& X W & X W & X P & Q S &V S&V S&V tL=WAOE iR=WC(A o60I IFULW FTfS9AE illlt Tki DSDI NLVLE BI3sE Dae( a41r ILCI;,FBf9AL MOO latl LSD DSA RfAH it1:9K FAx{Id) SQ ara lLGt'AE 1A15if RC167p) tw RD74 Ft Mp M94 tali (ESI I6...T£ELx 7 am 7EW peal DOC(i(.tin RSD1 RHI'f.RTRI£DRG t.K-I 371 40 80 75 90 05 30 40 60 75 90 05 30 aD 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 D5 30 40 60 75 50 OS 30 44 60 75 SID 105130 40 60 75 90 0$130 40 60 75 90 OS 30 40 60 75 90 OS '-0'OR 12 10 10 9 8 8 6 6 6 $ 6 6 t2. 10 10 9 8 6 6 6 S 6 6 $ 12 10 10 9 8 8 6 6 6 6 5 6_ $ 5 a 4 4 3 12 12- 12 72 72 12 72 72 12' /2 12 12 12 12 12 i4 12 12 12 10 f0 9 8 8 6 0 U-.S 6 12 10 10 9 8 8 6 $ 6 6 6 5 12 10 10 9 8 B 6 8 8 6 6 6 6 5 4 4 4 3 12 12 i2 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 10 1p 9 8 8 6 $ 5.5 12 t0 to S B 8 6 6 6 6 '$ 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 72 12 i2 t2 T2 12 12 12 12 12 12 12 t2 12 12 12 12 0.5 12 10 10 9 8 6.5 6 $ 4.5 12 f0 10 9 8 5 6 6 6 .S 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 d.5 6 5 a 4 3.5 - 12 12 12 f2 12 12 12 II IZ 12 12 12 12 12 12 12 10 0.5 y_p• 12 10 10 9 6.5 4 b 6 4 72 SO 70 9 5 3 6 6 b 5 4 3.5 i2 10 t0 7 5 - 6 6 6 5 4 3S 4 5 4 4 - - 72 12 12 72 12 !2 72 i2 12 12 t2 t0. t2 12 12 0.58:5 7.5 12 10 10 7.5 4.5 3 6 B 3.5 12 t0 10 6 3.5 - 66 5 5 3.5 3 12 10 10 a - 6 6 5 .5 3.5 3 8 5 4 - - - 12 12 f2 12 f2 12 12 12 12 12 11 9.5 12 12 1.5 s 7.5 6.5 12 t0 to 5 3.5 - 6 6 3 12 10 4 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 101 12 12 12 11 9.5 8.5 12 12 1D 8 0.5 5.5 12 10 7.5 4 - - 5 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 1p 3 - - 6 6 4. .5 3 - 6 5 - - i 12 12 12 t2 1.59.5 12 12 12 IT 8.5 .5-12 12 9 7 6 5 12 TO 5.5 - - 6 6 -4751----r-- - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 8.5 12 t2 12 9.5 8 7 12 12 8 6.5 5.5 45 t2•_p• 12 10 4,5 - - 6 '0 4 ^ - 12 10 3.5- - - 6 5 3,5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - 12 12 t2 1.5 9.5 6 12 12 X&56 12 1.5 7.5 6 52 10 - - 6 6 - - - - 12 70 - - - 6 4.5 - - - - 12 7S - - 6 4.5 - - - 6 4.5 - - - - 12 12 12 0. 8S?.5 t2 12 5.5 72 0.5 7 5S 4S14'-0' 12 10 - - - - 6 5.5 - - - - t2 7 - - - - 5.5 4>5 - - - - 12 7 - - - 5.5 4.5 - - - - 63 - - 12 12 12 9.5 8 6 12 12 4.5 12 9.5 6.5 5 415'-0" 12 - - - - 6 - - - 12 - - - 5 - - - - - 12 - - - 5 - - - - - 6 - - - 12 12 7 t 9 7.5 5 f2 12 4 12 9 6 5 411.5- - - - 5 - - - - 6 - - 12 I2 I0. 8.5 6.5 i 72 12 . 3 11.5&5 5.5 4.5 3.5_ Q HV BLADE OR n HV BLADE W/ h�lA HV WINDOW BLADE WORKING IN UNISON* •scC uu,8enar�6 or usC roR DIM• t(�"'ON SER 14 N• NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOUAWS: 3.SUBSTRATE SKALL CONSIST OF THE FOLLOWING: -SOUTHERN PONE Ne.2 W/00.55(N.0.5) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED.AT -OOUOIAS FIR W/0.0.50(MES.) EACH SECTION ON SHEETS 16 6+17. -SPRUCE PINE RR NORM W/0-0.43(N.0.S,) EXCEPT/OR;SEE NOTE 2 BELOW. -SPRUCE PINE NR SOUTH W/G-0.36 -MIN. 1/2•COX PLYWOOD(1966 APA) 2,ANCHORS 10 HOLLOW C£1LiNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SWILL CONSIST OF LAO SCRMNS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORSMANUFACTURER.Sus BBER�AL7ED FOLLOWING ALL OF THE RECOMMENDATIONS ONO SPECIFlCADONS OF THE FLORIDA BUILDING CODE Ron high Velocity Hurricane Zone 1tT( 4�•' ,/ y 0201?TILTECO,INC. 02077 EASTERN METAL SUPPLY,INC. 'ucivs� BERTHA HVTM ==ILC V (NC. A + Accordion Shutter System. N.V.EiADE#t VJj OR W10 H.Y.NtNx'N!Ei,p9E American Shutter Systems ICY.N DESCRU'RON DATE MON Bh LC. TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 75-085 7J27ff DATE OTj27jt7 " �i1•.• Etf 4* 63}}ILW,360L SR,Ste.36},NRVIIIA GAR004%FLOR:W 3378 V � ,\` Phw.:(305)871-1530"FO+:(305)871-1331 4268 Westroods Drive 2 DRAWING No �;:' �s,, a-moi:tJt"o*.w'C0m West Po(m Beach, FL 33407 3 17^1Cl7 L E '� Tt11 ED-0006719 4 T WALTER A Tatty Jr,P.E: .++T FLORIDA Uc.A 44167 5 SHEET P.E. SElCj3teisA1`UREfDAtE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & 2 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH H 8LADE M ONLY $HALL WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RAJING, SEE SJ 9 FOR MAX SPAN & 144-0 1OR A.S.D. DESIGN ERESSURE RATING FOR INSTALLATION WITH BLADE Qj) WORKING IN UNISON r , VRTH 1APCON ADVANCED THREADFORIA TECHNOLOGY 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREACrORM TECHNOLOGY T W 0( 1 tigi WM,nETRATION THR ED AR TO W/ 1 1/2*MIM PENETRATION or THREADED AREA TO EXISTING will,SIPARABON E(SEE SCHEDULE ON SHEET 15) 1% WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO GI/SS(SEE OR )USTING WOOD HEADER. 1/4"0-20.3/4"B.S.UACHII E SOiMU_E ON SHM 1 1 SCREWS W/ 1/4'-26 NUTS I I MR SAM OA:w— I ON SHEET 10 FOR 19l;RT 0 12"D.C. EXISTHIC 9 GLASS--4 FINISH '2f\ 0 "—apn NAL ,_WALL FINISH 0 MIN Oft WOOD TING MIN. HEADER REQUIRED --OOR WOOD 1,4"*TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED THPFADFORM TECHNOLOGY W/ EXISTING I un SEPARATION Mh.PENCTRAREIN OF THREADED AREA M GLASS--I To CLASS(SEE ON EXISTING MIN.SEPARATION TO GLASS EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) SEC SCHEDULE ON SHEET I I ON SHEEr 19 �,�214`CONT.SILL aADES ID 4t G) PLATE RE010. I I FOR RADE IM GLASS--I HV WALL HEADER INSTALLATION @HV WALL SILL INSTAL- ION L A I HV WALL HEADER INSTALLATION @ 1 1' TMin, EXIST G MIN. SEPARATION TO GLASS (SEE SCsEPARArroN TO GLASS HEDULE ON SHEET II)_ SCHIEDULB ON SHEET lir EXISTING MIN.SEPARATION TO CLASS GLASS GLASS—) 291V (SEE SCHEDULE ON SHEET 11) WIr WOOD LATE 3 4 RIEW . 1/4'0-2Ox3/4'S.% SCREWS I USING 1 7 L - 0 Ni S I MT. iMACIUNE SCREWS W/ 0 12'0.. WALL 1/4--20 NUTS 0 12' -1 FINISH f "' , ,1 1 OR OR@ OR; 2x,l'CONI.- 4 C WOOD PLATEgititttltrit I--ER O--( REVD. UK 1/4-0 TAPCON OR TAPCON WITH ADVANCED 111 im OR THREADFORM TECHNOLOGY IV/ 1 1/2' Z* 2,x4,CONT. I I Min.PENETRATION Of THREADED AREA TO I SILL PLATE EXISTING WOOD HEADER. iik� I 'REO'D. OR TAPCON WITH ADVANCED 1/4*0 TAPCON OR Ram THREADFORM TECHNOLOGY W/ 1/2' I-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) M;n.PENETRATION OF THREADED AREA INTO PLYWOOD WALL FINISH THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) 11 \k, 1H.I&N.cc W/ 2 Min.PENETRATION or 2-MOUNTING SECTIONS CAN BE STUDS 0 16-D.C. -A TU11 AM INTO PLYWOOD COMBINED IN ANY WAY TO EXISTING AIN 2�' t PLYWOOD REO'D LI/2-MCC CDX PLYWOOD REWM REWD.PLYWOOD 10 BE WA (SEE SCHEDULE ON SHEEP 15) SUIT ANY INSTALLARON, (g)HV WALL SILL INSTALLATION EXISTING WIN 2*x4"STUDS 0 16'O.O. TIACHED TO STUDS IN.MAX. RCQ'O. WITH ]PLYWOOD To BE ATTACKED TO STUDS IN ACCORDANCE ACCORDANCE SECTION 2308 Or THE @ HY WALL SILL INSTALLATION ♦SCE Lji (E)HVW7�Zr$2308 OF THE F.Q.C. I ATIONS OF ILL Mi�� F.B.C. ......- BLADE ON SHEET FLORIDA BUILD1111 CODE Nan Nigh Velocity-Hurricane Zone: I A. 020t7 TICIECO,INC. 02017 EASTERN METAL SUPPLY,INC, \,iG BERTHA HVTM E Accordion Shutter System A.S.S.A. KV. aADE#1 W/OR W10 M.WINDON aADE American Shutter Systems Irv.N. OrSCRIPTiON OATS ORAWTI Of. L.C. TILUT TESTING & ENGINEERING COMPANY Associatidn, Inc. I OLD 15-085 07127/11 DA117. 07/27/1-7 6155 111 36m.SL.Sit.3W.VIRMWA GMM KORA 3516 OF ph— (305)871-1530.Fox:(305)871-1531 426B Westroods Drive 2 —DRAWING No q 0-61:V140.04.1. West Palm Beach, FL 33407 3 ORION ."t`. � — ......x, 0 17-107 0 WALTER A.141 J- C. 0 FLORIDA CIA,144167 5 SHEET P.E. S MUM6ATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nj HV Tk 19 HV* BLADES (AS APPEICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAD_E M ONLY WALL FINISH SHALL RE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD-FOR INSTALL LA C1 ATION WITH B DIE 4A� WORKING IN UNISON 1�4; N ORFEQ EO---F-2'MIN.— T q TAPCON ADVANCED 15000�211.0-11 R"EIQONR�Po. 17 7 F�c _EDCE(IF APPLICABLE CON 7 4`18- THREADFORM TECHNOLOGY W/1 1/2*111.�PENETRATION STRUCTURAL ADEQUACY 1 44*0-20.3/4-S.S. Of EXISTING WOOD BEAM OF THREADED AREA 70 PHILLIPS TRUSS HEAD TO BE CERTIFIED BY 7 1 EXISTING WOOD HEADER. Min. MACHINE SCREWS ENGINEER OR ­=A EXISTING WOOD (SEE I - TRUSSES OR RECASTERED SCHEDULE ON SHEET 5) F 1/4--20 NUTS ARCHITECT PRIOR TO Ea— EO;rs 19 SHUTTER INSTALLATION. 1/2' RAFTER 0 24' 2 1 71 Q.C.REQUIRED W TAPCON OR OR EXISTING SOFFIT Y.".0.WITH ADVANCED 3/4'Uts,TKK, 257' THRMFORM TECHNOLOGY 631 I M., W/ 1 1/2-Min.PENETRATION OF THREADED AREA TO EQ-+„r,D- 1'�4'4/8*CONT.ALUM.TUBE / 1 (SM-76 ALLOY)W/ EXISTING WOOD HEADER. S.M.S. OPTIONAL (SEE SCHEDULE ON SHEET 15) Di or@or@ WO LAG SCREWS TO or E LAG SCREWS AT WDWIDTH OF EXISTING WOOD R,EXISTING MIN 2".4" MEMBER.(2"l4n.NOMINAL @ or @ P.15./RAFTER OR TRUSS. OPEN HOLE LOCAT Exisn N;--4 HEADER REG'0 It AT EACH H W ;n. Gv;S I URL SEPARATION TO CLASS STUD TO ACCEPT p%A9dRAT1/0N2'0FM THREADED I sc AREA.VALID FOR ON SHEET I I)- CLASS-__1 1.' REW (SEE SCHEDULE EXIS71NG 5 AT�'EIITFR—OF TUBE. INSTALLA11ONS181M 72p6t MAX A.S.D.DESIGN LOAD AND M am ESDE EXISTING RI=�I_T 9'-C*MAX.SPAN,THIS FIR OR SOUTHERN PINE Mo, I HV WALL HEADER INSTALLATION GLASS INSTAL.ATION IS ONLY Mo 11 FCA a.Mr. (go Soluxitz oil M FOR WOOD W1 MIN.SPECIFIC 04 SHE" a OR it Me a"9" GRAWTY OF 0.60 AS DOUGLAS ar MAM(D& IXADES d)&GAJ I-S 'SHEET 4 FOR TIP"SHUTTER MEMMY OOR OR EQUAL, 2-MOUNTING SECTIONS CAN BE cous'nue (T HV CEILING INSTALLATION IN=WAY TO SUIT ANY INSTAIIATION. (U)HV CEILING INSTA L,ATION 7 OR& 1 10,01a ON%W I ---MIN. ; i MIN.SEPARATION 10 G It FIR SEPARATION LASS EXISTING I CN Sl�IBMO TO GLAMSS t__(SEE SCHEDULE ON SHEET 1j)-- BLASS\ is CE SCHEDULE 1014 SHEET 11 ALTERNATE_ ICC WALLT LOAT N T , GLASS 3/b u`# OR 2*.6'MIN.WOOD 3,18 DECK REQUIRED Mo., HEAD TE SCREWS 0 12 ,HEX 2..B-MIN. wou: (ND FINISH DECK REQUIRED(NOALLOWED) FINISH _EDGE 1 19 EDGE OF DECK- 2' OF EDGE OF DECK Ea- IF APPLICABLE E.M. BECK if IF APPLICABLE APPLICABLE 1. 1/4'b-20x3/4-W S.S. ptS IHEAD "'--""2"-MIM.�, /4-0 TAPCON OR TAPCON WITH ADVANCED MACHINE SCREWS 114-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W1 1/4�20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2-Min. 2'MIN, 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 21 SILL PLATE 11 "URI— PENETRATION OF THREADED W/ 1 1/2'Min.PENETRATION 0 12'D.C. TECHNOLOGY W/ 1 1/2-Min,PENETRktof AREA TO EXISTING WOOD HEADER(SEE Of THREADED AM TO AREA TO EXWNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦—SEE FOR (�)HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION -- I 11 M-411-Ai--��_I E HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Ron High Visiocity Hurricane Zone1141"i � 0 2017 EASTERN IN METAL SUPPLY,INC. 02017 YILTECO.INC.C M z 13ERTHA HVT Accordion Shutter System F i LW�6 .7\ AuSuSuA 0 KV. RAM#t w/OR WIO KV.WNIM RAM American Shutter Systems 4EV.R. DESCRIPnON DATE DRAWN BY: LC_ M. IWT TESTING & ENGINEERING COMPANY 6355 N.W.36tH.St.,St.305.VWWA CARDERS,FLORMA 3316 Assoclaflon, Inc. I OLD 15-085 7J27ji GATE- 07/27/17 4268 Westroods Drive 2 DRAWING No ve ­ol�.W1.oaw< West Poim Beach. FL 33407 3 17-107 OAFA L WALTER A-TWT Jr.P.E. 4 .. .. ... rL*RC&Mo44167 5 P.E. SEAL/SIGNATURE/DATE6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS W.e UK WOOD 5lMMM5 aCn'D. ne(a11.WOOD WOOD st(p 1p'.ruruh f snros ataro. (AS APPUCNXE) \ / �A4C110a O s'O.0 1 r WOOD UK IX wod9 s1OD5. ( \\ //i = W t,TA''gYIPnO A / I (A5 APPUUBIn+ w —Xx CI+R++M CdAh555 I p�Yjmj p /—C)MR4 dIAS r "••' Fxlsw CLASS .t Owfto CUSS NQi.CMM PLYACMO. i [0 O.ASS 14.E //2•t[N.Cox IM G(JSL(SR .__ iii Cs POW=. tA8•.5• :f r�ai 26/wtE iea ,p, m OASS(*.LE t/z•uxl.caz m n (SFc w 9121 rs( taDa3-Tb)CC(R. I COx tP!94k*15 IF 1isC li �lAat/2 ( r-iro ALM CLOSCH Pl1XCDM Ml Qtyyi, OI yYCL7 t9 iW jV'Mi9FQinws" ,WF.5l�I}/ICa112'SNS, Vtt!•pl]'N C. 016 or, ��.. �i ..�.. L'uN.d/N �� 1J' W1At t•IX4�+hOMAIOR Q ' !`' E 5tE onAc x QORQW Drtca raLOR• TM MCKs. s"�TSCi i f'Q«G O* -VS 43* Set :0 *O*O O_aG•ia.g. to raxxs a m 1RAMK3 •0.p.f� i?. . a•2 a �'Li''*f*r•'f�*f•d�- (s7.pp•�'jY.e^�•{7�. s•�'}•m«�fa`�}•p•.y�• �#.S3«�r�-O.1?* �•C77•Q�'tD•C13•t�- f�-�La.�.Qg-`Ja• - �•is*�•0�•£�* p.tg.�x•Cs-�a.t3T3.2�*fi�•C�'�J'fl- a.-.9• 2 O•Ld*�p.tS�.,t�.i3, O•�.�•0_�.� O is C G�«3•+C� END CONNECTION DETAIL C'b END CONNECTI�ETAiL 8�} END CONNECTION DETAIL I) ENDO CONNECTION DETAIL �0 {aS1HiMI•AMU.O ONLY FOR SPA+iS CRrA14a i>iO!t2•-M• �{dXSS 2•.4•NUL WOO$ 1 4 A TxFYON AhYKd:Y tY -- ! 51w5 REo'O /i t/W utt !/.Y trj iR(n taV. oin lVr �CL151U.0 GUSS-1 FC2IRATICN O R'O.C. P01C1AAT4N 0 12'O.C.\\ Dpi 1a attsv(M ♦ SEE UM(TATIONS OF USE FOR NK a*m+w+ '- .1 1/2'TAR. i+} E e iva d d OLADE I�A ON SHEET 19 sowav 1t TOREtAiIC d}A`tl ,. /j �� I i •t- t^�5 i tuatsiD��7 (��� wTAAM+3aTst0i rw j !/2 Nx \u n� / IT? P i,f � � — y 7 - 1�1:.."T� 1'14✓ (t7.�i :iJS (DOR fl'. d E { — 6 w B�MRQ�a •Q•Ca ✓+*Cs}{d• * :•: WALL rpoPi 21.0 U wooM t�an�MR i�c4� VIEW. saws PCn'0. Nest PLAN 'L�•i�-a�•f�*O•C�- ors•�.,�.;�g.ta�.r'* DETAIL X END CONNECTION DETAIL Q' END CONNECTION DETAIL t2 FLORIDA BUILDING CODE Non High Velocity Humcene Zana ,1( A� • ���� 02017 TILTECO•INC, Q'J 2017 EASTERN 1JETAL SUPPLY,INC. V.`GENSF -- � BERTHA IHIVTM 1 L E C O w�. A■�',� ,�_ Accordion Shutter System ttu aIDE#1 w/OR w1D Itv 4NNDCXY aanE American Shutter Systems ,+Y TILLIT TESTING & ENGINEERING COMPANY Y Er.+( ocsc5-05+ DArc CATEi! 0 Lc. asss aw.36M sl•St.:05.MRc,raa wlMa(5,ncea}3(6Association, Inc 1 OLD t5-005 7127 i OATc: 07J27j17 PhD :(3os)a7t-15JO.r•x:(305)071-15:71 4268 Westroods+IY1'ive 2 DRAWING No +'ly.............' (G,,' a-root(:S2teooOoa_aom west Polm Beoch, FL 33407 3 " JyNAL E¢Gt. WALTER A 11LUTiJ,P.E. 4 17-107 CLORIOA Ux.f 44167 s P.E. SESHEET /SIGNATURE/DATE a_. I 18 OF 20 011 GGjERAL LIMMIONS AND CONDITIONS OF USE FOR BERTHA HV MADE CORDION-SHO VVIM! WORKING IN i.MAX.A5.0,DESIGN PRESSURE RATNb`ti110,-110 prl, 2.MAX.SHUTTER SPAN;96' 3.M10,10 MOUNTINGS:A,DA G&N ON SHEETS 6.7:AS WELL AS MOUNTINGS M,0.T.U&W 04 SHEETS 16&17. 014LY jCQE�N�TERWITES 21 (EDEN W 4 OR(2�ARE ALLOWED W�11H F�'1y s` OR+25 ARRAtjgEO!NAS Ei OR OP. NO UYOtR'.9N CASE OF OPPOSING DMT, LIUsi Bt INCLUDED ONLY AT LDOERIOR ACCESS SiDE OF CENIERMA E. TYP.EA ENO • • • • I ♦ / N r r r r r r 5.(A)MV WINDOW BLADE @ SHALL ONLY ALLOW A M01MUM OF S OPENINGS tf (3'0 HOLES)FOR4�4 PER BLADE AT SPACINGS San"ON SHEET 4. r�1 (R)MW.CLEARANCE FROM TOP OR ROTTOM EDGE OF W WINDOW BLADE u9 MAX.5 WrN00WS ♦ r ♦ + 1.Y • 1.f OF ANY 3'0 HOLE VCR SHALL BE IY. ALLOWED AT TN uai ry L( r, r �„�( WINDOW BLADE .r (C)FIRST OR t�T BLADE COMING OUT FROU STARTERS AT ENDS MAY BE HY WINDOW BLADE 1/ ♦ ♦ • •r, (D)iN WINDOW BLADE i©MUST SE USED ALTERNATE TO A SOLID HV BLADE( . r THROUGHOUT SHUTTER'S WIDTH. `s r A (L')C Al, SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W ,o ♦ • ♦ • r ♦ .3H ' rr r• 1.! lr I RIACE Cr AT X.SIDE OF THEM. rM I 3g{ • y 3tY1Ykk TFC SEE END t g r• r 141E INTERIOR OF THE OPENrNG B NG$1 OTECTED.N�4'Eth NDOIY§M 8E TABS E CONNECTION _ • • • • �a g ONLY INSTALLED AHD LOOHED USING A NV SETTING TOOL PROVIDED BY ASS& OCTADS ON SHEETS • g l.! 1.F' SC' INC. 10& 18 TVP. `gaR FULL HEKTHT, S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FTLWE �1 BUILDINGS ON SHEET 19,AS LIMITED BY SPAN AND DESIGN LOAD(SEC NOTES YP P �J9 ,J, i &2 ASM). 7.SEE ANCHOR SPACING SCHEDULE FOR 15 _ TO POURED CONCRETE OR CONCRETE BLOCK WALL ONITSHEETS 12 MNS113 AS UMHEO BY SPAN AND DESIGN LOAD(SEE NOTES I&2 ABOVE). 0.MIMMUM SEPARATION TO GLASS SCHEDULE,PER ASTU E-1991L (SEE PLAN FOR REQUIREMENTS) �, 0 H TYP TOP&BOTTOM W 431 -43-R06 V) WIND 2017E NNIUUM SEPARATION TO GLASS --:;NUMITED WIDTH i 1 THRU AW rt�FOfi BN'tfir: 3 ...-- t' ELEVATION MNSPARAION TO GAS5 4 6.25 ' EXISTING CLASS :V5 .. . . -. �<. _. _-. _ . _ EtrR"S Ci)&'tJ Ij V92 65 u<�l Typ. 1SY' CENT@3'RMATES(b �'`�� � /� S-2; W/0T(SE HOi ATTOVE) PLAN TYPICAL M HV BLADE WORKING IN UNISON )VITH HV WINDOW BLADE ltd SHUTTER* d'TT'A/A.+� ♦"'•._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ty Eta' :,. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.41 i BERTHA TTA 7 ML rte=,g A.S.S.A. Accordion Shutter System : M■ KV. MAX#1 W/OR W/O KV.WINDOW MAX TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N CESCRIPnDN BATE DRAWN LTV: LM • .• Association, Inc. i OLD 15-085 7f27/T DAM D7 27/17 µ(7••.•-yfIr 6355 N.W.Mtn,SU Sta.305.UACetli GARDENS.ROROA 3318 =sSC.�,A, I Pnpna (]OSJ87l-1530.FaX (]OS)971-1537 4268 Waskroods Drive 2 DRAWING No e'fp J� ` n-maxi 1RNreoora.cnm West Palm Beach, FL 33407 3 .I}L ut,7jA'fMl..'(Gls •' E6-006d7t9 4 17- 7 WALTER A AWT Jr.PGE. LQOA G 1 417 SHEET F.E. SEAL/SIGNATURE/DATE 19 OF 20 '. 'ASDA2n r3'REL D INSTALLATIONS W,/ ( HV BLADE & HV CENTERMATES 12,000•Max.- "in.0-60 GALV.STEEL )A•n' —z ,`o%' INTO METAL STUD WALLS * 0. 083- � UETAL STUDS AT 18. Vj4 a 44 -- -- --- a 6 o.c. 40 47 3a -- ---- 1J2` 41/4C"m NOMINAL k W GENERAL LIM QNS AND CONDITIONS OF USE 73• * ALUMINUM SLEEVE FOR [3ERTHA(1)1HV BLADE ACCORDION SHU17ER 6063-TS ALLOY 13/4'.6 1/4'x 0.035'THICK Yin. d3c _ d3a $o cavi.GYv.STEEL TRIER cHANvn i e 6`D.C. 0 6'a.c.^. L: SYSTEM INSTALLATION TO METAL STUD WALLS AS�MLA-653 GRADE 40 Irn.0-60 I � ,, '1-----I' SEPARATION TO GLASS SCHEDULE � 3.000' GALVANIZED FASTEHEO to STUDS 1 ' I Max�11'W/{2y p6xt/2'TEK SCRLws GH EXISTING FINISH 3g 1. MAX. A.S,D• DESIGN PRESSURE RATING: +75, - 75 (psf) IrMR10R A<EXTERWR FAce as APPLICABLE 1 u 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM t { a ASTM E-1996 SEPARATION tLE..TH , hRNTOEGP1ass ON 3. ALLOWED MOUNTING: MS'ON THIS SHEET. TO GLASS t��ty EXISTING OLAss (SEE SCHEDULE) 43 4. ONLY ENTERMATE 2t W 24 HV LOCK ARE ALLOWED 1 THRU 3 1• V 1/4"0-203- BOLT ' OYP,y $ MUST PENETRATE 3c 1" WITH 21 ARRANGED A MEf im LAYOUT. ` e USE 0 (2) 35 (6` LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.6 1/4'.0.035•tHIGK wn, EXISTING FINISH I f + INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1-1 373* coR,cuv.STEEL TRACR GluuneL As APPuca6LE CENTERMATE. o) 25°' I -Ta ASTM A-653 GRADE 40 Yin.G-40 1 + +t GALYA1aICD FASTRIED To SNOS nT— w/(2)/6.1/2'TER SCREYes D,1d3c 43a INSEAIOR At EXIFRtOR FACE 1 a 6'O.C. 0 6'O.C. 1/4'0-20 THREADS * BLADE SLACK DETAIL HVF IS ALSO VALID�FOR d3 1J4"0 ECCO WNSTRllCTION S t._ 1/z` T2 38 CENTERMATE 21 APPUCATION WITH BLADE I'/ PRODUCTS FA13—L09 HD •6-x 1 1/2'.0.035'THICK b1 �•VARIES'..` 6y 6" Q.C. Yin,ASTM A-653 GRADE 40 ,- :t�F ,...,. COMPONENTS WA:G-60 MV.STEEL 1- WALL. HEADERISILL INSTALLATION _ UETAL STUDS AT 16,D.C. Min. •'•',":•" ,;,.'-r EXISTING FINISH AS APPLICABLE SCALE: 3/8'= t' 1 (TYP.TDP h BOTTOM) 1 A ` 13/4.6 1/4'x 0.03V THICK Min. CONT.GALV.STEEL TRACK CH44NEL —ZEXISTINa G1A5S — - - - - ( - - JASTU A-653 GRADE 40 U;n.G-60 tS. i 1 ;: i i I i '.:,'. +•^•.•'7;;i'..L, 1 ` .' ; ......,. K::I 1 `. I , �' I GALVANIZED FASTENED TO STUDS SYMMETRYCAL I SYMMETR`fCAL j V W/(2) #6.1/2•TER SCREWS ON I 1 f , - ' I ' MIT.SEPARATION VARIES I 43a 43b 43a I CENTERMATES Wl ' _ ` 1 1 1 TO CLASS 2- 1 1 INTERIOR&EXTERIOR FACE 1 1 I CENTERMATES W/ '=11 I I I.r 1 I (SEE SCHEDULE) M... 1 + 4 1 1;.: ERIOR ACCESS TD-U--! 1;:' :, 1 INTERIOR ACCESS SIDE - 6- (TYP.) t ---------------- - (6'Min.) IN ---- -- - - ----- ---- -- - --- - - - _ - 24 -=---- ----------- --- - _ --_- --- _