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HomeMy WebLinkAboutProduct Approval 3/5/2020 }�_ Florida Building Code Online Bas Home Login User Registration Hot Topics Submit Surcharge Stats B Facts ! Pygiiptions i ContacLus j BCIs Site Map Links i Search *product Approval ® �� BER:Public User l� Q ::. 'vssi:'s.ndh Product Aoomval Menu>ProAua or Aoolic:rtian Search>Anpiic.tion List>Application Detail 4�'Jyd FL# FL389-R9 9� 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@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tllllt,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. J 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_L;.).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:/Iwww.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 1/3 File Cop.. 4/4/2019 r+ 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. 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 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: oe ® _=ec https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1,BERTHA H.V.ACCORDION,SHUTTER.SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D4 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BE INSTALLED WRHSA DRECBE BONALIYY DETERMINED Kd=pB5,CTION U NGI620 OF THE ASCE 7-10 AND SHNA NOT EXCEED THE MAXIMUM (A.S.O.)NED CODE,FOR A BASIC WIND EED REOUIRED BY THE DESGN PRESSURE RAATINGSSNICTION DICATED ERE SHUTTER WILL TABLE OF GOi�1TE��},TS ON SHEETS TT THRU IS. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE RRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: W BLADES ni & BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE W/MAX,(AS.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 I=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATT_REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 4D 00214.01-03,80715.01-G3,81044.01-05,01214,01-D%00317.D2-06,80509.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASIM E-1886 AREA 2: W BLADE I AND W WINDOW BLADE &r�} AND E-1996 STANDARDS(MISSILE LEVET,0,WINO ZONES 1.2&3)&81220.01-10 AS PER TAS 201,203&-203 PROTOCOLS TARGE MISSILE. (WHERE A P ICABLE) -HV WINDOW BLADE✓p 00565.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL O^WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 0 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE(1)AND HV WINDOW BLADE 0 ARE ENGINEERED TO W'6RK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE 814xZ,75-AND 014x1.75`RESPECTIVELY.410-HT MINIMUM SERIES CENTE"TE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kxi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN-SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHAW.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND& MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30.0 kW AND 35.7 ksi FOR END CONNECTION DETAILS 7-6, CONCRETE/BLOCK SHEET 10 1A 6005-T5 ALLOY. XIMUM SPAN FABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksT MIN.YIELD STRENGTH AND 90 Its.MN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SK41L COMPLY W/FLORIDA BUILDING CODE SECTION 2471.3,3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 14 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 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:NV BLADE O' : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B_THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X:WOOD SHEET 18 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 SEAL/CAULK AREA ;" WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE SUILD;NG TO PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D, 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 +t•' W WINDOW BLADE Cid 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,LASELNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12,URRT14A H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. /3.(a)THIS P.E.M PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.a.WHERE THE SITE CONDITIONS DCOATE FROM THE P,E.O. (G)CONTRACTOR TO BE RESPONSIBLE POR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROMDED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS GOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (D)THIS P.E.D.WILL BE GassloEREn INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (,jSRE SPECIFIC PROTECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED C14GINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-0,R.)FOR THE PROJECT AND WHO WILL BE PONSISLE 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. (a)ORIGINAL P.E,D.SHALL BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. U+++"+""'�•. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 62017 TILTECO.INC, 02017 EASTERN NERAL SUPPLY,INC. IIIA.- cars _ BERTHA HVTM Ti. ET c NC. Accordion Shutter System y. ■ ■i�'�■rA■ ttv BLADE#t w/CR w/o KV.LANOLIN L�IADE �jy/� ESTING & ENGINEERING COMPANY American ShutterSystems Try,x DESCRIPTION OATC DRAWN BY. L.C. T f(1IF�C! Fr/ Association, Inc. 1 OLD 15-OBS 7127t1 CATV 07/27/t�\ 6355 RL,tM.36th SL,$tr.305,i1RC1194 G4FOEx5,RdtOA 33t8 Ph—:(305)871-1510.Fax:(303)071-1531 4268 Westroods Drives 2 ORAt41NG No a MFB taW087791'cnm West Palm Beach, FL 33407 3 WALTER Anwr Jr.P,E. 17-1 d7 P.E.-tEAt-Sti i4 URE DATE noacu Lt../4+167 c SHEET OF 20 a I� uaE GA a VARIES a . 6, 4. Mox. + 4 .09 4.8557* I 4. 0 o 1�HV SOLID BLADE (3)HV UNIVERSAL FLOATER 5 �� •• HV 90J180' STARTER COVERED UNDER US PATENT �/ 5458179 QUALIFIED FOR USE 1V/ HV BLADE t o QUALIFIED FOR USE W/ OR HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER �4 HV IED FOR__M LINT NV BITS ALL E... QUALIFIED FOR USE W HV 606]-T6 ALLOY AND TEMPCR 'SEE LI ONS OF USE OF BLAD ON SHEET 19 BLADE ND 6063-T6 ALLOY AND TEMPER 60 IttOY'"2S TEMPER 3.22 6* 1.5 �-- 085' o .124' .556" in (TYP.) o r 870' .70' 670' ..26" n 072 842 'o , • of 4:8 7' o n 4 _ �?7 � .815' 9Z' r •^s �-- -- -- ' 7 HV ADJ. ADAPTER W/IP 4.:6. 0.072' 0 72' 12' 1.775' 3226" QUALIFIED FOR USE W/'Hv �HV WALK-OVER TRACK 920- ©HV ADJ. FLOOR TRACK BLADE� QUALIFIED FOR U E 54/ HV �9 HV TRENCH TRACK �.25s 37 0 BLADE , QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY A O TEMPER / BLADE(jT BLADEQONLY. 119 HV RAINGUARD 63-T6 ALLOY A D R VARIES Mj 1.9 6. 6063-T6 ALLOY AND TEMPER ouAunED FOR UE W/ HV BLADEAW o' VARIES 1.936" 6063-T6 ALLOY A D TEAIPE 0 1.017' ! ox 0 083' .� 083- g .083' o •O 3' m X97. 'om m }--. •- .100 4 r� .125' v m 060' v 060. o n. 670 •V's 9'"Q 3 .093-611.�h( s i y 670 I1t888' t ,$ 0'7A 670 _ 3-S2!O- 3.529' 1 HV HEADER SILL 13 G 11 HV CEILING HEADER � HEADER/3511, -- 0 UFIED FOR USE W/ HV BLADE t ONLY, QUALIFIED 063-T65ALL0�ANO BLADE PONLY QUALIFIED FOR USE W/ HV E (14`O 1 HD WALL HEADER/ I SEE SECTIONS FOR VALID SECTIONS DIN. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. 6 TEMPER COMPDNENT A D Tl T2 I % Y L UN.XMNYMNt t' 1' 0.062' of 2" 1 2' 110.125' I � 17 2" 5'MNE.� 1/8' 1/8' L 3• 3' 110.G90' 1� 2' 5'MAX. 0.192' 0.192' x i 16 SIDE ANGLES (tel CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2s• 7•MAX. 0.190- 0.190• BLADE I QUALIFIED FOR USE WI / HV AUFIED FOR USE W/ HV -T6 ALLOY AND BLADE(I)ONLY. (�S� S Max!0BLADE D 6063-T6 ALLOY AND TEMPER L.:Y 2' .I .139' 10.131` 606 LLOY AND TEMPER �� FLORIDA BUILDING CODE(Non High Velocity Hurricane tone A.111 .. �� / 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY, INC. �i I VDENS�c..'�� JA S A ERT A HVTM ' TTI L E C O a�. Accordion Shutter System ■ ■ ■ ■ H.V. GLADE Oji W/CR W/0 H.V.WINDON BLADE American Shutter Systems ,��* :74r ! TILUT TESTING k ENGINEERING COMPANY y .N DESCRIPTION DATE DRAWN 6'/; LC- °1�7E Of R 6715 N.W,dER SL Ste.]DS.NRgA4 CAgO15,ilA4m1 3716 Association, Inc. t OLD 115-Q8s 2y2n DATE: 07/27/17 O ; PM1ono:(305)871-1530.rax:(305)871-1531 4268 Westroods Drive 2 spp•.ORIDP.• �.7111 4 m.EOOD057191wm West Palm Beach, FL 33407 3 DRAWING No %s III, WALTER A TILDT Jr.P.E. 4 17-"107 P.E:13Fdl ��jI WOE/DATE FLOW UG!44167 s SHEET 6 2 OF 20 Ir OC CAST 45. 0314' FLAT 16A0 fHRW '!NO`NkV- 1/4�20 6 - I THALADED --DE CAST "BAKED OUSING PAIrNTEDAWEL CRESS TURN W400. .002" 1.325` j .318" GRASS Cn.DfA \-omss Cnw= 0.1 P I 04) .6. HV LOQK MV EGRESS LOCK KEYS(C.ROV (CRROVE PLATED) 21 t TED) PLA HV CENJERMATF. UALIFIED FOR USE W1 HV SLADE(D& I LY (22) HV FLOATING C-.-NTERMATE 7 QUALIFIED FOR w/ HV QUALIFIED OR USE W 6063-t6 AL TEMPER OIJAEIFIED FOR USE W/ HV BLADE ) *1 M Arr ONLY. BLADE 1 (0 ONLY. -T6 ALLOY AN (2 6 6063 ft BY ORNER CEtTER 5 ALLFIED FOR USE W/ HV BLADErlO ONLY 250,010. 6063-T6 ALLOY ANtl TEMPER PLASTIC HEAD —aMOLDED to 4,045" 42 tL & 2-07V 1.753" h J - SCREW IS} 60"AFTER RIVETING BEFORE RIVETING 1/4"0--20 x '3/4" Sj% T14UMFISCgEW --20 RIVNUT* SERIES 9444 ALUMMUM(2024-T3 AHOY)LARGE FLANGE THIN T SHEET NUTSERT,PART 1 0820.AS UA)WFACTURED BY AVDEL PEAR I IMP! .4 CHERRY TWORN.PARS�PPINV.NEW JERSEY 07054 09 EOUAL FRONT ELEVATION HV MALE "T" LOCK CEN TERK E (ED H V ALTERNATIVE -T- LOCK CENIERMATE f HY FEMALE "T" LOCK CENTER #ATE KV "T" LOCK -ERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAUnE LOCKER EM QUALIFIED FOR USE W/ HV BLADE q�!, 131FO 6 USE W/ HV ONLY QUALIFIED FOR USE W/ HV BLADE ONLY I 6063-T6 ALLOY AND TEMPE QUALIFIED FOR USE W1 W BLADE 10 WILIV BLADE Cl ONLY. ONLY, 6063-T6 ALLOY AND TEMPER 4 4 CYLINDER OR 214' .06 6 KEY TUNDER 214" .545* ie 1 b 0.876'MZ.. 6! .44 A25*MO., HD CENTERMATE W/ NO LOCKING ROD HD CENTERMAT i 0 0 1 OUAUFIED FOR USE W1 HV BLADE Q)& LA) QUALIFIED FOR USE W/ KV BLADEW& 8 --;1- 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INS�RT • 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1)&LA) 6063-Tfi ALLOY AND TEMPER 7.130' 1/4--:20 5�5.OR 3/6-0StURN --r9TllDEN Do it OR KEY CYLINDER H LOCKING RQ Z� ��4 HID L9CK QUAIJFIED FOR USE W1 HV BLADE(1 —16 ACETAL 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK HOLT LOCK. 6063-T6 ALLOY AND TEMPER 61 HV 3/8' L VIES S.S. THUMBSCRFM QUAILIFIED FOR USE W/ HV BLADEO& 5 INSTALLATION WILL REQUIRE A 7/1 HOLE THUMBSCREWS D FOR UALIFIE ) QUALIFIED FOR USE W/ HV BLADE ElILLED AT TRACKS FOR PROPER EDMENT ,j HV 9 FLORIDA gUIIDlNG CODE(Mon High Velocity Hurricane Zone: 02017 TILTIECO,INC, 02017 EASTERN KETAL suPPLY,INC. E V BERTHA HVIM LTAA.S.S.A Accordion Shutter System CO INC. KV. RAM#1 W/OR W10 KV.WIMOW EILADE 7 American Shutter Sysfams TEN.UP orsclapnoll GAn DRAxN BY: Lc,,7 Association, Inc. I OLD 15-085 Ol/17/5 0 1 U .380..St ,R.St.3M N1901%A GARDENS.nCPOA 331U ..6 1. SIVE nfit: U&S0 P11TICCIT TESTING & ENGINEERING COMPACOMPANY00.I(205)B71-15ao.Fa.:(3as)871-1531 4268 Westroods Drive —2 DRAWING No VR-0-1— West PaIrn Seoch, FL 33407 —3 0, E8-0806714 WALTER A.71LUT N.P.E. A 17—107 41 P.E. t RDATE flORQA.UC.#44167 5 SHEET 30F 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8.a12 M1 kNCE .062V –HV (1. HY� 41 TO BLADE Ti P EErE (D W BLADE 1HV WINDOW BLADE I 0625. .0625. HV BLADE 1Aoszs BLADE's-- 'P OPENR) ty IJ KNUCKLE .062 4* HV LONG RECESSED NYLON BUSHING n D.:621- H 9 (TYP) 39 BUSHING a3 HV SHORT RECESSED NYLON 8 RI 7 OP,' HV NYLON HAT WASHER (D OR (a 3 50' tn HV WHEEL CARRIAGE AISI 302-303 SERIES 44V 4 2, 7 0.870"x3/16" THICK NYLON WHEEL, F-- 2 7/8-lilt), HWV VANDOW 315-* CLEAR SEPARATION 17500" MISS% AISI 302 SERIES S,S. RIVETS BETWEEN M25V' 625 L SLAM LACE :AR @ HV 1 3/4' ACCORDION PIN W1 #8 HEAD EXTERIOR 4h 7� j OPENINGS ON C1 NTERS ERIK',Y"y 7500' -15 i., f9 TI/4- @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD 5 ij CLEAR F-1 8-FIEN aPIQ& HV WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW vs Po RBONATE HV WINDOW—DETAII (DOR (13 or N.7.S. �Ej:NOTE FOR IIJPArT f?ESII;TANT 0 OR 9 POLYCARBONATE HV WINDOW IREMENTS SAYER MAXROLON 3103 POLYCARBONATE @ i �—W. 'LM ICE RESINS, UV-STABILIZED GRADE OR SABIC -j 10 INNOVATIVE PLASTIC LEXAN 103 RESIN LADE KNUCKLE FOR lag; I T 0 0 R (SEE NOTE -F" ON SHEET 19). Hy w I j "'.. 0 ' (1) HIV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR as BOTTOM KNUCKLES OF HV ACCORDION S EXTERIOR A V (9 BLADE. spiputed "ow SYSTEM W/ HV(D OR TICAL SHUTTER ASSEMBLY N. S. HY P114(9 AT MAY BE USED IN LIEU OF (9 AND ONLY AT (2) HV PIN (D m G0'3 C&9RIOR saw 0411w 0"2 (1013 ftAn* 0.043 bm WHEN CORRESPONDING TO INSTALLATION 11". SHEET 7. REQUIREMENTS) 7ENME 10"SMI ASTU MI %400;-1 9.500".1. BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OOM4 (SEE NOTE *FOR BLADE FLEWRAL 5110,07H.1 WLQ ASIM WOO 12.509 P.J. 13,409 0.11 (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER FLOMML M00%VS AM WOO 3VI'V4 P,.L 3-5.000,p," SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ASOA 02M 18 n-'b/. 17 rt-mom SHEET SMOKE DUISIF, ASIS D2843 47.2 X 44.5 X UQc We Of BUL,,wa AM OM 0-/CA% C-I cam WHEEL CARRIAGE DETAIASSEMBLY EMBLY L6xQUT Swmwu ASBA BIG" 1010') 080'r %TAYH- AM GI MISUWEM eIm Ants* .M4 -St.an on � .0?O' E8A. MHIV BLADE SOLID A fA BY WINDOW BLADE DETAILS M'w SUZESS won*I:An0ZNf I ASBA 1Z5 1 8491 p...L I gaISO"l FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVYM AAccordion Shutter System .S.S.A. KV. MADE#1 W/OR W/b N.V.WINDOW MAX American Shutter Systems N.N. DESCRIPTION DATE nRmw By-. Lc. TILLIT TESTING ENGINEERING COMPANY I OLD 15-085 37/27/1� O*TEt 07/27/17 105,'ARCOVA GARDENS,FU)R-OA 33 Association, Inc. 6355",W.So.,St-S..- P"n.;(2-05)871-1WO,Fe.:(305)871-1631 4268 Westroads Drive 2 DRAWING No ............ v'� t West Palm Beach, FL 33407 3 -107 17 WALIQ A,TAULN 4 FLORIDA Ux #44167 3 SHEET .E, SEAL/SIGNATURE/DATE 6 4 OF 20 I-CONCRETE pS+CH47AS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLACK POURED DTE CONCRETE SHEET 13 REQUIRED 1/a'o-20.3/4'S.5. CONCRETEANCHORSLILENtnC;,'E SCRET45 REQUIRED FOR 1 (SEE SCHEDULE ON NU 1/ 120 CONCRETE ANCHORS �-���- 1 7 1 S �A cEYSTDVE(SEE T17UMirtO®ON SRE47� il SHEET 13) NUTS C! 12'Q.C. (SEE SCHEDULE ON SHEET 13) V 1" I - 1208 4 kin. 1/4'o-2Qx3 4•S.S. t' rMtn. { _ £Q EQ MACHINE SCREWS _ _-__ -EO EO US NO 1/4•-20 NUTS 19 r 1 0 NO D.C. - l jz'`-- E.D.'• 1 j2 ( r 250-r3oA. � 105 - Q oR 1 S !E.D� j4 I .2JQ•IA01f. � �� \ 4 I MOM. E,O. it OPTIONAL r Ifl i i i i OPTIONAL f ' tut SfDlRJ.itRi ' tt SSE03E a+sf.EN ♦ ) MIN.S€PARATION TO GLASS 1 L tt FOR HA6E DXii 1 IDR (1� £xlsnNc £%ISRINC ' ax 9T to�V�4 I I r I t OLrg"-`���-(SEE SCHEDULE TO ON SHEE7 11)` f ftACl+IV&Q7A i MIN.SEPARATION TO CLASS 1! 1 GLASS, 1 LAF(SEE SCHEDULE ON SHEET ti) STING 1 1 ctAssO - OC HV WALL HEADER INSTALLATION L HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ;)I,,,,S„Oai+EI6 LYSRtNOA.D>Ae'..T SAGSNOE(5sEmrE6tTARW f I t"II,r iI I1i i `� �v,♦i GLh+S' [i` •.E' .D.• __- MIN.SEPARATION TOGS GtAS DOR GLA (SEE SCHEDULE ON SHI MN. AAISS (SEE SCHEDULE ON SHEET IT)- OPTIONAL EXISTING t/4'Mox. OPTIONA 3 Oi;Rit f19dfO<t1.. LAS EET �F E b.`tCQ EO 13 of, 2 a. -- 12 OR 14 I 1/4'P-20x3/4'S.S. �A}in. f.• J. EOT�' 4 PNIU,IPS TRUSS NERD _..- ,, CONCRETE ANCHORS 1/5'0-26x3j4'S.S.PHNWPS j MACHNE SCREWS USING '-. ---.-TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1.::!/ 'j 1/4'-20 NUTS 0 12`D.C. (SEC SCHEDULE ON W/ 1/4'-20 NUTS 0 12`O.C. 1 (SEE SCHEDULE ON SHEET 13) min, POURED CONCRETE-- SHEET 13) POURED CONCRETE - OR CONCRETE BLOCK CONCRETE BLOCK 1- ,rr,(lNCRE1C ANCHORS REQUIRED W REQUIRED j jV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED rc, HV WALL SILL INSTALLATION NnTc FOR GOtARMATION GF SF.TIONS: --. �1 INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR McAL SHUTTER •E.G.u EOCE DISTANCE ♦ SEE LNMITATNONS OF USE FDR ASSEMBLY e T HV B LA D E 2-MOUNTING SECnous CAN BE COMBINED (SEE SPECIFICATIONS QTJ SHEEP 13) BLADE eon SN€ET 19 IN ANY WAY TO SUIT ANY INSTALLATION, /177 sir TIT Ql A,7! '- FLORIDA BUILDING CODE Nan Hien Velocity Hurricane Zone, ®2017 EASTERN METAL SUPPLY,INC. 3A`1 .•,`G�N . 02017 TILTECO.INC. ERT �TM \� SL.'' "f ; 4 GC A Accordion Shutter System ■ ■ ■ ■ KV. MADE#1 W/OR W/O KV.WNDON BADE American Shutter Systems w,N DESCRIPTION GATE 6RAWu er Lc. "•. /ny-!"1,/ '�QAAt TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-485 7127/1 DATE: 07/27/17 ~ "�'•. V V T`: 'V l 6tfi5 N.W.SAN.St..Sia:AS.47ftCRLA GADD3.5.FLOR,OA 3318 Phone:(305)871-1320.ro.:(305)871-1531DRAWING No 4268 tiYestroods privy 2 e rao;t6tecaABeach, o0sx_ Wes( Polm FL 33407 3 % NYr4 �t 1t E8-0068719 17-107 �rr�NSlrr�"" WALTER A.TILUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATEFLORIDA ue-If;4167 s SHEET OF 20 POURED CONCRETE ANCHORS i +ex StnARMYXt i Old }• 4'QNCRETE C- (SEE SCHEDULE ON SHEET 1'U) i TO atR(SIM r 1 `+-� E%ISTINC 1 TO CL4S i SOCINUE seta+ REQUIRED - EDGE# 7 It 0` 'A CUSS-•; Ss w.stsutann I I' 4S II) 1 s+sa 1 I r` ` 'E.D.•/ APP/ IT 19 EXIS pw Ste; RKES(D 6: ` r($a 50,mm - . EXISTINGiALTERNATE GLASS LOCATION '`, 11093/4-HEX WASHER HEAD , .OR i OR 15 3J8^uw: TEK SCREWS O 12'O.C. � � '. EDGE Of i 3/e wv. CONCRETE ANCHORS 8 If i 1 - 7 (SEE SCHEDULE ON SHEET 13) EO 1+, EO + APPLICABLE t I, -7- FfT EXISTING + I I I( --.� fE OF CUSS' I s EDGE DF t I (it.+ Y , Ear , sLM If' i 1J2 T sL�AEB • . APPUGBLE (.- 1 ' MtL SU%'IAn0M { APPLICABLE f p ...f p APPLICABLE ( f POURED ( TO N3.tSTL i 1 P RED J a.M CONCRETE FLAT BEAD CONCRETE ANCHORS 5043x11 W 9¢T POURED-"' - '' ' ,. CO RETE REOLARED (SEE SCHEDULE ON SHEET 14) I it rOR Who t - R UIRED FLAT HEAD CONCRETE ANCHORS 1 O CONCRETE " 9ALE_5m&QAl 1��7 I REQUIRED E.0." E.0, {SEE SCHEDULE ON SHEET 1{) 11 TRENCH INSTALLATIONN QUO ONLY FOR UP TO +70, -75 PSF A.S.D. (111 HV FLOOR INSTALLATION t }IV WALK—OVER.-INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE J3, SHEET 11 • --;' " CONCRETE AS:CHORS ExE 41/1 ux uMASS PMaTWN ^vac. v 1 11, �/��/ (SEE SCHEDULE ON 1- �LIO� s— "" `r' �1t. SHEET 15 1/4'O RW ffi'O'TAPCON W/ a+s,CxT I I) I T i tm°SKU i) E1o5TllRG---{ i \ i EXISTING T.__?._.. TEGPgLtAWNI Z) O4• EXISTING-...I GLASS ux.sTSARAUdI t/can r 1 GLASS—, FA$RNLAS TAR°ER4 ANA4ORS 11. C1A55 -iLuA sc�CaiC Cn s 1.1 ---- i� I MAX. vri ftseRATnN m t OR wx CV9O'SPAN O b• ,17 I O.C.FOR UP 70 B'=0'SPArL A•A 10 I+ 1 I I 42 O.C.FOR SPANS URGER THAN , �1/4' i S$�11 AT CIS'AST.-My x'71 A i MAX, $iQr3J4"HEX I sT iT ilixTAX1t+$ 3�8 r'11dAX. ,g , 3 OR i i 1, wASH`R HEM f CCxT.SE&ANT _ - 1 I, �^ ,1 TEK_CREWS ,�L - I r I I _ 0 12'O.C. $ , 41 #14x3/4' HEX HEM_.�J _+ 1 �' t. i TEK SCREWS 0 9'D.C. 1 C0TICREIE ANCHORS 10 -_ .. 6 •� 3/ 814x3/4'S33.S, _ _ i! Lux 1/4].42 SS TS OR 1/4 -20 5.5.N.S. ! (SEE SCHEDULE ON 0 S'O.C. _ _ IJ4" 0 12 i/P',.40 NNIS W/NUT 0 9'O.C. t IA/x. ••• O 12'O.0 ( SHEET 14 ^ ( J'' KK ExISRNO NON STRUCtuRAL _ ,IIZ)L __ I / 17 OR i 8 1 jz' i T`•L' C (7 R t 8 yl .i_+2.OE'DMIN. SIAM TRIM(DECORATNE EDGE QF / \ 4:3J4'F.H.S.D.S, 7JRi. I) ` STAB IF CONCRETE ANCHORS VE SEE'NOTE 13{D) t r v 9"O.C, '.. _—POURED Costen -,. 1 7/B'.' 17f8' APPLICABLE "' `"-SgEE () . '—REQUIPED E D. POURED CONC (SEE SCHEDULE ON ON SHEET 1 NOTE 13 D OR CONCEIVE OCK SHEET 14) POURED CONCRETE OTi SHEET 1 •' •• , +" OR CONCRETE BLOCK REQUIRED KEYSTONE MOUNTING INSTALLATION PTIDIUJ. POURED l K 7 OORII, SN TALLATION HV WALL WALK—OVER INSTALLATION UAXWUAxwNM SHUT.R cu"PR E55Um'u.-71 pf CONCRETE �..j uA711tdNM SHUTTER SPH+8'-O' REQUIRED INGUARD INSTALLATION t csQs> NOTE FOR r !. • t REGOYk86E/WHEN NON PERFORMED E.0.-EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OP USE FT)R 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BIME to ON SHEET 19 INSTALLATION DETAILS W,/ HV BLADE ASSEMBLY .. IN MOUNTING SECTIONS CAN BE COfdBINEO i 1{J rp1,A y, F+w,,�` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IN ANY WAY TO SU17 ANY IN5TALUTt01L 1 LP ri. r x11 2' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 'Afj •.. BERTHA HTTA *t0. .___ A S A y 111.!E C O iN� ,� � Accordion Shutter System KV. RADE#1 W/OR W/O H.V.WINDOW RAE ' American Shutter stems ~ TILLIT TESTING & ENGINEERING COMPANY �` x TEscRun/N TATE DRAWx er: La to �t 'Q tC Association, Inc. T OLD 15-OBS 7/zlfl O41E: O7/z7 it - �V.•„��.: xt 6]55 ft.H.]bur.5t..Sts.305.NRGv¢”OARTD6.RTRAA 3314 Ph6Pe:(305.8 .Fux:(3415}871-1531 4268 Westroads Drive 71-1530 DRAWING No \ 1 e-m 1 N6m I1ce6066tcWest Palm Beach. FL 33407 3 .�O�1AL EN�'rIL+' ED-T00G7i9 4 17-107 r WALTER A TILUT Jr•PA% ............ ,,nrA'r FLOROA Lx.(44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL CON 10N DE ETS 10 18 --•EaRsnNO GLAss INSTALLATIONS WZ ' HV **AN ROTES ATJ Hi LOC RODS 3}, rr 5, K9 2 G,�y i // AND ALTERNATE HV LOCK 0 O11 SHEET 5, 0 UT N I BLADE SLACK DLTYL HW IS VAUD FOR ALL BLADE WZ HV CENTERMATES CEIJTERVATESAPPJICAUON%194BEADE(JJ OR SEE END WALL CONNECTION }I t0•tis��7• 30+1�.�5 aA �r-EXISTING GLASS DETAILS ON SHEETS 10 do 18 - --------------- -------L---------- ----`-------- 2'■2'et/8'AO"-2 1 ®+®°R�`�a�.:�•f5, 3 1/4' 7• 6 1/2' (6003-76 ALLOY)ALUM. i ET YCA ANGLE W/(2) 1/4'0 TAPCON I/2" ®• ANCHORS TO CONCRETE ( C NTER »TES j' CENTER AES (TOP/OOTTVA)JT . 10»31/4'S.N.S.0 12- 1 Mf TO AR LION (4) 10.1/2'S.Y.S.TO TUBE i rS.C.FULL I,ENGHT. W� HV LOCK Or �J) W,�HV LACK 0r IL'' (SEE s E AT EACH ANGLE(T(P) } \, w * * (� i V 7 ON SHEEr I1 \ i J E / --- -T_�_- -- * f f/2' 3 LO 2" S N V% /if - - ��� 0` ouT to.®DRQ•Q�Q•tQoR HVA WVB Q C)- 3 HVC tx ut 7 $ °RIO TS Q9 POURI ONCREFE OR W, EXISTING GLASS I ETE BLOCK WALL ©•O .��y}aya•(7�•(A�cx 1l V'.°u©' 'VJw `a ��.._....._... COU ED EXISTRJO �onti,5tv' I$a+v$ '�I�77 S '^" ` -" .-` -IN- ,O „ foal-. ax YIN.$EPARA7fON G(Ass 1 .�� s• «V(i�• 5 t�EXlsnfJ b CENTE MATES — 6 `©J.®LA•�1.�I�g}/caU8 . m TO GLA55 i OLASS i w uLoc 6* OPOaNAL csEE sCHEauLE �^, b -�'�"-'� INTERIOR) V`1.:14R L`..�J+�a`L',.'!`'Z•'l ON SHEET 11) I FAIN. SEPARATION t'CJ��} \ TO GLASS , 3 ca�' ASCE SCHEDULE 'N OPTIONAL - - � • ON SHEET 11) (INTERIOR) f -�.-_..-____..-._—_ _ _—. ..�._ _ _—._ 0 T - CONCRETE 1 1 ANCHORS 0 VARIES ,c+ 90' ! * a ��1 u Z.i t_.!�•('w (•)•A 0 U T 6 1/2 MAX.SLACK I 0 u 1 ' IEXJERf�ORGi•�.' H V E H V r` * HVD C:/ FLORIDA BUILDING CODE Han High Velocity Hurricone Zone t 02017 TILTECO.R:C, C�2017 EASTERN METAL SUPPLY,INC.r` tiic �$F"' =: _ _ BERTHA VTY � .� JA Y Accordion Shutter System ��.. " �:O I a c. ■ ■ ■ ■ ILv �1 w/OR wfo rLv.1MNDDW MADE American Shutter Systems v31A $�/ ti TILLIT TESTING & ENGINEERING COMPANY Inc. tv.H 0615-CR /27 DATE: 0 L.C. �, !T'' • `� 6s5i Fax 360,St..SU.i0%vulD A C&Q001S.FLORMA 33161Association, Ct OLD f5-OBS 7127/t+ DATE: 07f27j17 '•�- vhone:(3O5)671-1530.For:(305)67,-1531 4268 V&StroodS Drive 2 DRAWING No s/p""' -.0;EB t00D6914 West Potm Beoch, FL 33407 3 17-107 �n� ,F1 WALTER A.TILU7'41.P,E 4 '�••„<rrrN' nORSJA U..0 44167 5 SHEET P.E3 S&LfS{CNATURE/DATE 6 8 OF 20 sTERMTE INSTALLATION W E_yy 'IT" LO MAMM LE/F€MALE "T" LOCKS CE TERMATES 8 & LOCKERS (2_ W4_ In HV BLADE SEIT TND CONNECTION DETAILS ON SHEETS 10 A is INSTALLATION (10 HV BLADE 0117 IN ,��En57Rx` OME(DSLJsa OVAL HYf,010r f)ON sxEEr e. W/ HD CENTERMATES C`3 t 11 ATE A5 UNNEAS4 BOATING BUD D WIN TL 1W-KVO. n 6• 7 a S a'1d s a RK:GgEL 10 TENS 511EE'f.Wr e£USED WIN i1US KIERNA n+sruuTw DL7W.+hY Ox a NH IRS s+y. „StE END WALL CONNECTION DETAILS ON SHEETS 10IS 1 lA'�J'K.�0, .0aC.O. 1 lJ' -o-O.o.q o (coal,To Neal xJlx 1/04' Lfc 0 1o. (OPTiSVVl) t — — wGHOf --------3----------------------_--- -'----___ _ __ _ 4 (OP-1_ ---T t4)110apl s`to wu i 11013/'sus.o+r � •'--- -^- - 3 - i f 3 A7 G[M WOE Pw) O.C.ral.LEh0M1. * 1N (4)H.V. —•-•— - IN (4)If.V. 4 m 34 HV "T" aNs tztvy 7 sJ. P015(TTP.} 5 LOCK (INSIDE) 1 -- 1� _ 1 5 t 28 24 1 tib- 1 yr C3 0 4- AUT 31 QR 32 Kll� 31 oR 32 31 oR 32 3 31 oR 2 2 I/4" 0-20 x 1 1/2" S,S.M.S. rJ {oP1ro v)*SEEtiOT£6 fOR HV LOCK 6OTHDC-HVC Q• W/ 7/$"4 x 3/32" WINGNUT. Z@1iYI3 LOCK.ON SHEEE 5, * SYMMETRICAL D CEN ERMA HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL H0 CENTERMATES —� H S S I� * V(,-, ' LOCK (EXTERIOR) W _j&J&fK_(1 7 RIOR) '�S€R28 8u4 uuNx+Uu (2024-T3 ALLOY)LARGE FIRME noN a®a©•Oa®o-f 0•®o- SKEET NUTSM.PWT 1 0828 �•�a�.�o-�.�o- AS NMUFACWRED Or AVDEL MARY v v WORN.PARSIPPEIrr,NEVE JERSEY ®.Q•�a b(�•7(�•�a 07054 OR EQUAL Su lams ON maw ADDS p a M®Wx ox sacs 5 owARM(4011.4"ZE0 wx%kOD-Nm M 5 vwo MR AL evom LITES w Uwcns mm 0"0 HDD-HVD*� FLOATING STACK 111 J,tJr/rr�y'•> I1j1 ��A. T '' FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone: 1 ............... ..A (192017 EASTERN mcmi.SUPPLY,INC. 0201)'RLTECO.INC. -BERTHATM 0. A A Accordion Shutter System L ECO HC. . AV.RAX#1 W/OR W/0 H.V.WINDOW BLADE .� ESAmerican Shutter Systems EV.H DESCRIPTION OAT£ DRAMA Sri. LC. TILUT TTING & ENGINEERING COMPANY Off."••., �:' I Association, Inc. f OLD 15-065 7/27/1 OATS: 07/27/17 ,1 .355 N,w.36v,St.,Ste.305.1JRCRDA CARWIS.FLOAVA 3315 ' PhOne:(305)071-1530.rOr:(305)871-1531 4268 Westroads Drive x / p�4pit 111 a-0��1:01e,Aoomsam West Patin Beach, FL 33407 3 DRAVYI7NG Na '•-�ANAL•E�j/fj4 EO-,006710 4 �/ 187 •.«..�HNe17 WALTER A.71LUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE ° Lc $+4167 5 5HE 9 of 20 POURED CONCRETE POURED CONCRETE QURED CONCRETE POURED CONCRETE OR ! V { OR CONCRETEOR CONCRETE OR CONCRETE —'--� -- CONCRETE D BLOCK WALL , ' ; BLOCK WALL REQUIRED 'y BLOCK WALL REQUIRED (- / BLOCK WALL REQUIRED EXISTING CLASS /—EXISTING CLASS I �.., 2"MIN.. EXISTING GLASS L CONCRETE A1{CHOR'� EXISTING GLASS r 0 le O.C. _� `1 PA .�" 1: 1. f IAN 5EPlhtAT14N 4ti J' •••--2" MIN..� ��� ` s TQ CLASS(SEE�' NCN.SEPARARON " LERt SEPAAAR4'i EO ''r,,. EQ 70 OAS".+(SEE 1�1 FORLLB DF. iTO C�5(F.EE i TAN. LASS(SEE SCHEDULE ON SHEET i f 70 IAl O( SCHEDUE orz 7/18'x3 MAX ON SHEET 19 FOR SC1♦FDtA.E ON SHEEP . it FOR EAADE MANO (8063- NT. ID&GI /_� �/ IANFSt T 14 (LOCATE AT •ON�T 19 FOR M.CLOSER ,/• ` 6MANS0 �/ 1 1 . BLADES Q&6) PLATE. LOCATE FOR 1/2'' ERH R SIDE AT FRHR SiOE OF 5) OF a�) F, I 7 } 1/2"MIN. ( �/ ! •b USE 1.OR 2'IAN(. f �. _ (AS APPUCABLE)x2'x1 10i1j2'S1t,5. 2. i �lOxt/2'S•M.S,,_� to IV O.C. -____„ '' ALUMINUM CUP ANGLE ---•,. (6083-T6 ALLOY)AT M3DHEICM O t6"O.Q. 1 � (i)010.1/2'S.M.S.TO®& j (2)1/4.0 TAPCONS ANCHORS t0 `-+' WALL AT t'O.C. (LOCATE AT SEE DETAIL ) DR X F ♦ EITHER SIDE OF(aa) 11 OR Q�D♦ j ® ! - SIDE CONNECTI N T OR ♦ SEE DETAIL X FOR OR ♦ TO TT2AC �aO O«Oa T4 �a SEE DEIIA D X FO 6• a 8 10 SIDE CONNECTION i SIDE CONNECTION a a 6 7'r+8 14•�« TO TRACKS a A8^� c7�a8 ,i .�•* 14'6.A�'.�C+�•a�A��« TO TRACKS 14a�«�'V✓^�•©a @a®.�«�. «©'�'�.9'« 8 7 •�a©•7�}'®« Q 0 (90)-Q7 • a 0.07 .0-0-0:0,�' �.�,a®•,�ga®.�« �.�«1©"®a�'�« «0 END CONNECTION DETAIL a SND CONNECTION DETAIL Q END CONNECTION DETAIL I END CONNECTION DETAIL i REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' r-P ONCRETE OR CONCRETE BLOCK VIAI.L jFXISAHCGLASS --� ,—EXISTING GLASS REQUIRED #Igxl/2 S.M.S`' IAPL sEPAw1Rd1 -------- TO Gt AL55(� - 0 i6"0:0. APATION I L/ a�— =_"''1 ✓'--'-'- �OR®OR@OR ON SI'm it f 1vM1W CONCRETE 1/2"MIN. TSCHMUL&OH S l/ I _____-------- oil -__- O oil SHEET i ANCHOR 0 11 WADE AND �------ _ _- ( OR 3 OR t OR t ETADES m&® 12- 0.4 S1kE1 19 FOR OR(g CONCRETE CidLD&S Q&( -- - - ANCHOR j -FO �! a O 16' - Aft'MIH.--? # �_ O.C. OR($)ORi@OR 1 4 SEE LIMITATIONS OF USE FOR 2'MIN. 2"MIN. W V �( BLADE t0A ON SHEET is t�OR©GR(qORgCR t� �tf[T� 5 U OR 9;j YLAN DETAIL X �♦ � i aha s�•�a©a 14.®a POURED CONCRETE 0R 1 OR - 0«0-0- m.0 t « EMD INS�ALLATIO CONCRETE BLOCK VIALL �`�.� •�a0j•®s©•� REQUIRED ' `� -0 HV BLADE OR R HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5Q (D.@-@.@- ' 0 DE Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: EN ` 02017 TILTEC l�'!,2017 EASTERN METAL SUPPLY, INC. En�, ' ?' --' ERT H r 71A �� /+ � AS "iASystem L? [i�.1 E 4 V 1 N C. ■ ■ ■ ■ rLv. Accordion ��vw�tcr�aw American Shutter Systems p% irrlC 2 TILUT TESTING & ENGINEERING COMPANY r icy.N DESCRIPTION rt tare Dim 0 Lc. 4�. .A 63551,114N.cath.SL.St.,303.NRONU CARD",i14ROa 3316 Association, Inc. 1 OLD 15-085 7 27Jt Dale: 07j27jt7 1 Ph...:(]05)971-1550.ro.:(305)971-1531 A268 IYestroads Drive 2 DRAWING No 1 Ld a-md:tUtaeQoo,xom West Palm SBeach, FL 33407 3�QNAL��y6tj11 e9-Do467te a 17-107 WALTER A.TILUT Jr.P.E. P.E.-SEAL/SIGNATURE/DATE n°R�A U`'a'+t67 SH 6 l0 OF 20 I i 14AYlA!Uh! ANCHOR. PACING (in.) SCHEDULE FOR A GIVEN A(AX- SHUTTER SPAN &Sj) DESIGN NG AND A CORRESPONDING m}UNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE is.mouNt9:cs A,PC,o A1:o pf...a POURED CONCRETE CONCRETE BLOCK TAPCON OR wxm A WALL HEM)EWOUNTING A WAU,HEWAO/ER MOUNTING WALL HEADER MOUNTING D WALL SILL LL 4UNTING (DWALL � GLINTING C k WALL MOUNTINGHEADER/SILL TAPCON WITH ADVANCED SPAN ' THREADFORM TECHNOLOGY [t4 .DE`rA 1116776E KIES571itL RAR10 ASO,OV"KCA76L PRESM RA17N694�tJ NEWiME Pf.Y59.RE ma ASO.Ef96Y NE6An,E PRE59tRE RATND AS.O DE=IECATf.E PKfW$ S ROND DEM ICU=PRISM BATkBe ALL POINTS SOLID-SET 40 80 75. 90 {20 780 205 30 40 6D. 75. 901126116041. 40 ll 75 90 120 180 205 30 40 60 75 8o`120 160 205 30 40 60 75 n0 120 160 205 30 40 60 75 90 120111601205 BLUE TAP 2 10 9 8 B 6 5 14 12 f0 9 8 a 6 6 14 12 10 B B 8 8 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 S.5 8 B 8 8 B 8 7 53 3'-0' t2 10 9 a a B 6 14 12 10 9 8 8 b $ 14 12. 10 9 a a 6 6 14 12 f0 9 a a 6 6 14 12 10 9 6 8 6 6 $ 8 8 8 8 8 8 8TAPPER+ OR 12 10 9 8 8 8 5 14 12 10 9 e 8 6 8 14 12 40 9 8 9 6 6 14 I2 10 966 3 14 12 to 9 6 a 8 6 a a a a a 8 a 6,S 12 10 9 8 8 614 72 10 9 6 a 6 8 14 12 10 9 8 a 9 6 14 12 10 9 0 8 e - it 12 t0 9 8 8 6 0 8 8 8 8 8 887 iZ 10 9 e 8 B 4 tt i2 10 D 8 8 0 6 14 12 r0 9 8 a b 6 14 i2 10 A B 7 - - 14 12 10 9 6 7 5.5 a 8 a 0 0 7 &5 4 4'-0' 12 .10 9 8 8 8 + 14 12 f0 9 B fl 6 6 l4 72 10 @ 8 e 6 8 t+ 12 t0 8 B 8 &S - 14 i2 IO @ 8 8 e 6 8 a 8 8 8 8 8 8 12 10 8 6 8 4,S - ti t2 10 9 8 0 0 4 14 12 10 9 8 8 6 6 t+ 12 to @ 8 8 - i4 12 10 0 8 e' 6 - 8 8 8 b a 8 83 5 14 12 10 9 8 a 8 t 14 12 10 9 B 8 0 6 14 72 10 0 8 ,8- 0 6 14 12 10 9 8 8 - - 14 ft f0 -g-r a 6 8 8 8 a a 8 7 55 14 12 10 0 8 8 4,5 - i4 12 t0 a a e 6 33 14 12 t0 9 8 6 6 6 14 12 t0 9 7.5 - - - t4 12 t0 0_7.5 5,5 - a 8 8 8 7.6 5.5 4 3 # SEE ANCHOR 5'-0` 14 12 10 9 8 0 43 - 14 12 10 9 8 0 6 15 14 12 f0 9 8 e 6 0 14 12 10 9 8 7 - 14 12' 10 9 8 6 6 - 9 8 9' 8 8 8 e 6 $PECIFICATIGNS 14 12 70 0 8 SS - - 14 72 10 9 8 '8 49 44 74 t0 9 8 8 6 5. 14 12 10 9 8 3 - - 1+ 12 to n 0 7 - 9 8 8 8 8 7 S. 4 T4 t2 10 9 8 8 4 - N. 12 10 8 8 a d 1S 14 /2 r0 n' 8 $ d 6 14 12 10 0 6 - - 14 12 to 9 8 7.5 - 6 8 8 $ 9 7.5 5S 4 ON SHEET 73 14 f7 10 9 8 &5 3 - 14 12 10 8 8 - Is 12- 1D 9 8 8 d 8 f4 12 8.5 7.5 - 6"-0' 14 12 70 n fl 5.5 - - t+ 12 f0 9 8 8 4. - t4 t2 70 9 8 8 d 6 14 12 10 9 8 4 - - 14 72 10 9 8 - It 8 8 8 6 a 8 7.5 14 12 10 9 a '- - - 14 t2 10 0 B B&5 3.6 14 12 10 9 4.5 - ^ 14 12 10 8 7. - - a Jt B a 73 55 4 3 I a 12 t0 9 8 S t4 12 10 9 0 6 4 - 1+ 12 t0 0 8 8 6 5.5 14 f2 to 0 5 - - - t4 12 t0 0 0 45 - 0 8 8 6 8 b 4.5 - 14 12 14 9 B 4 - 14 12 to 9 a &5 3 - 14 12 10 9 8 $ 6 ^ l4 12 8 43 - - - 14 72 8 0.5 5.5 - - 0 B 0 63 5,5 4 3 - 7'-D' 14 12 t0 9 6 4 - 14 l2 10 9 8 6.5 S N 12 to 9 a 8 6 14 12 10 9 0. - - 14 12 10 9 8 7 - - 6 8 8 $ 8. 8 T.5 6 14 12 f0 8 4.5 - - t4- i2 to 9 8 a - 14 12 fo 9 e 7 4 ^ it 72 t0 5.5 - - 14 17 10 0 6,5 - - - a a 8 0 0.5 5 15 - 14 r2 10 8 7.S 75 - 14 12 70 0 8 8 - 14 1T itl 8 B B B - 14 12 10 6' - 14 4Z f0 &3 7 - 8 9 'B 8 7 8 4 14 12 t0 9 55 3 - 14 12 50 9 8 4 5 ^ - 14 t2 10 0 8 8 - 14 ii 7 - - - - - ti .11 "7 5,5 33 - - B 9 7 5.5 a,6 15 - - B'-0' 14 72 10 8 IS _ - tk 12 10 8 9 45 _ - 14 12 10 9 8 9 - ti 12 10 7 4 _ _ - li 12 10 8 8 3 _ 9 B B a 8 ZS 7 4 SEE LIMITATIONS OF USE FOR 74 12 {0 &5 3 - 14 12 /0 9 8 1+ 12 10 S e SS - - -14 12 &5 3 - t4 !2 8.5 7 + a 8 8 J S5 4 3 fl7ADE 7A ON SHEET 19 14 12 10 9 S - 14 12 10 9 8 4 -- 14 12 r0 9 a 8 - 14 12 9.5 - - - - 14 12 9.5 73 4.5 - - 8 8 a 75 6 4.5 - 14 12 10 8.5 4.5 - - 14 17 10 9 7.5 - - 14 12 10 9 8 - - - 13 9.5 4 - - - - 13 9.5 &5 5 - - - 8 8 eA 5 4 3 - - a,_O^ 14 72 70 83 4 - - tf 72 10 9 7.5 - t4 12 f0 4 8 - - - 14 12 10 5 - - - 14 72 10 9 S.S - - 8 8 8 B 8 &5 6 3 14 12 0.5 4 - 14 12 10 9 4.5 - - - 14 12 10 0 7.5 - - 14 11.5 4.5 - - - - - 14 11.5 75 6 - - - 8 8 7.5 d S 4 f4 t2 10 6 4 14 t2 t0 8 7 - - - 14 12 10 9 8 - - - to 12 5 - - - to 12 8 $.5 - - - 8 a 6 6.5 5.5 4 - 14 12 9.5 S 35 - - 14 12 10 9 &5 - 14 12 10 9 8 - - 11.5 85 - - - - 11.5 8.5 5.5 - - - - a 0 5.5 b6 3.5 - - - TO'-O' 14 12 95 5 35 10 9 55 - - - 14 12 10 9 8 - - - 14 12 7 - - - - - 14 12 10 7.5 5 _ - 8 B 8 8 6 7,5 4.5 = 14 12 5.5 3 - u t2 10 $ 3 - - 14' 12 10 n 6 - - 14 t0,s S - - - t1 10.5 T 3S - 8 8 7 5.5 4.5 1S - 14 12 9 4.5 ] - 14 12 10 9 5 - -- 14 12 ttl 9 8 - 14 11 - - ^ 14 11 7.5 - - - - 8 8 7.5 0 5 - - [14 2 7 - - - - 14I10 - 1-7- W- !l - - 74 12 10 - - - - 105 8 - - - - - 10.5 a 5 - - - - - 8 B 5 4 15 - 1410 - - 14 12 to - - - - 14 12 5 - - - - 6 12 10 - - - - 0 _0 8 0 8 7 15 - T V-0" 2 4 - - 1410 - - 14 t2 10 - - - - 723 93 - - - - IZ5 8.3 6 - - - 8 8 6 S 4 1 Z &5 - - - - i410 - - - It 12 10 - - - - 115 10 ^ - - - 14 10 7 - - - - - 8 8 7 53 4.5 -2 &5 - - _ t+ 10 - - 14 12 10 - - - - B5 7 - - - - - 9.5, 7 3,5 - - - - 8 7 4.5 35 3 - - - 12'-02 55_ - - - - 74t0 - - 74 12 10 - - - - 14 12 4 - - - 74 12 10 - 8 8 B 6 B $ 32 3 - - - - 14 a - - l4 12 10 - - - - It's 8,5 - - - II.5 05. 4 ^ - 8 8 53 43 4 _ j" AA 11 5 - - - u t0 - - - tt t2 70 - - - - 12.5 9:5 - - ,15 95 4.s - - - - 8 b 8 S 41 HV BLFiDE OR HV BLNLIE T - - - - la - - 14 12 - - - - 5 4.5 - - - 9 6.s - - - - - a is +.5 5.5 3 -t3'-0' 2 - _ _ _ _ - t4 _ - -µ t412 - _ - - - 1S rT - - - 14 12 - - - - 5 8 8 8 8 4,sWl HV WINDOW BLADE 0 - - 14 - - t; r2 - 0.5 5's - - OS e - a 0 5 4 3.s - t2 - - - - 14 - - 14 12 - - - - - lr5 d - - - - 1a6 a 5 45 - /''� /'�t2 - - - - ,a - - 14 12 - - - - 8 3 - - - - - 8 6 - - - - - 8 6 , S - - - WORKING (N UNISON 14 - - 14 t14 9 - - - - l4 12 - - - - 8 8 6 0 7,5 4 14'-0' 77 - _ _ _ _ 14 - - _ 14 t2 - _ _ _ _ _ t0 t - _ _ _ _ t0 73 _ - _ _ e T313 - 14 _ _ 14 I2 - _ _ - _ _ IQS t - - - - 105 B T - _ _ _ _ B B 5 4- - - - - 14 _ _ _ 74 _ _ _ _ 7_y7.5 _ _ _ _ - 7.S SS 1.5 3_ - - 14 _ _ - i4 _ _ _ _ _ i4 _ _ _ _ _ 14 - - 88 B 7 714 - - I4 - ft - _ _ _ _ 9 _ _ _ g _ a 7 a,5 3.5 314 - - - 1i - - - 1+ - - - t0 - - t0 _ - - - 8. 735 6 '4 - 74 _ _ _ _ �-14 _ _ _ _ 14 - _ _ _ 7 _ _ _ 7 - _ _ _ _ 7 5.5 15 - _ - _ - 14 _ _ _ - _ _ i4 _ _ _ _ _ 1a _ - _ _ - + _ _ _ - _ 8 8 8 7.5 5 3 _ _ 14 - - - - 14 - - 8 - - 8 - a 65 4 33 14 - - ^ - - - 14 - - - 4 .. s - - - - 93 - - - - - $ ' 45 - - - - - FLORIDA BUILDING] CODE(Non High Vetoeity Hurricane Zone 1 4\ „• 02017 TIL7ECo.INC. ®2017 EASTERN METAL SUPPLY,INC. `1 �iOENSF: = BERTHA HVTFA 1 111 E C O �N�. A■S■ ■�■ Accordion Shutter System i H.v MAM#1 W/OR w/o H,v.%www aAlz TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EY.No DESCRIPtloN DALE DRAWN of. LC. Association, Inc. i OLD 15-085 7/27/7 DATE, 07/27/17 t 6355 tt.N.34th.st.,5tf.305.mflow 0AR6019.nambom 3318 Fbo..:(305)871-1530.Poe 1(305)671-1531 4268 Westrotds Drive 2 DRAWING No `1{t a-moa::atecooca.co n West Polm Botch, FL 33407 s IIrs,ANAL EN��1''T WALTER 0.�LUf J,P.E 4 17-107 P,E. SE'AL'/3KfMATGRE/DATE F10a0A u j 44167 6 SN 12 OF 2O mAximum ANcHi2go,-SPACING Gnj SCHEDULE I MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS.POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A-S.D.DESK NEGATYE PRESSURE Fla ',TYPE FOR CON=OR COIlCRElE BLOCK (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) T.ANCHORS 70 SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCROUCENCRETE BLOCK POM CONCRETE (A) 70 EXISTING POURED CONCRETE:(Min.I'C-3 ktO MOUNTING @CElUNG MOUNTING @ FLOOR MOUNTING 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILOE)I. (Mtn.F. 3 1.1) @WALL SILL ANC14ORS SPACING IEGEND 1/4*0,.%3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPATM (14-1.ti 3 im), SPAN RVISLUE pw Al".OEM LUL TAP CONCRETE ANCHORS Al CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.F.- 2 kol) BLUE N SA OESW REOM AWPE AT"PRISM RAIM M TAPCON OR TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTERMS,INC.,AND DISMBUTED BY ALL POINTS SCREW,BOLT&SPECLALlY 0 kSA BVX"IV - - -is 160120S 301 40MO TITIU TAPCON WITH ADVANCED 94MFOANAY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC w 4o Go ?s a R-20 1160205 30140 60176190112011601205 14 12 10 9 8 8 6 6.5 14 112 10 9 B a 1 0 0 14 112 110 1 9 1 0 1 a a 6 THREADFORM TECHNOLOGY f'c-3 4s)) S-W 74- 12 10 9 8 9 6 6 _14 12 JG 9 a _E+6_ 6 14 12 10 9 a a 6 6 ALL PONFS SOUD-SET R R LESS 14 _12__iO__9 8 8 & 6 14 12 10 9 a a 6 6 14 12 .LO_ 9 8 8 6 5 NOTES: -i_4 '12--10-_9 _e a 6 7 14 Tit 10 9 8 8 1 6 6 14 12 20 _j._L_! G a BLUE TAP W/CAP &I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ -_f__r - TAPPER+ TT 10 __I 14 8 1 6 It 14 12 ',S 15 14 12 10 9 _10 8 8 1/2% ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS I 4'-0' 14 12__i0__r_8 a 6 6 14 2 10 9 a 6 14 12 10 9 A 5.5 -i-IA- 6 747 72-_i_0 i_ 5 _r_Z__14--12-70- 0 -8 8 1 4.5 14 t2 W-0 _r 6 4 3.5 k2)MINIMUM EMBEDMENT OF 1/4'0 w 3/4'ALL FONTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 7 4 '_f0_- - -1-275--9 a 6 6 4.5 14 12 9 a a I 'K.,Y 14 12 10. 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED, 1/4-0-20§,S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 1-4 12 10 9 ff" 15_- 14 12 10 9 8 a 1 12 10 9 6 7L 3T-1- 0 EXIST,AND I*MINIMUM FOR WALLS WITH NO STUCCO. 4-12 1-0 _9 _9 a & 0 14 T2_ 10 -9 8 7 0 16S 14 12 a a A's A.3) CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS,PAVERS OR 94Y VENEER BE FOUND ON THE Z)USTING WALL OR FLOOR, Trt 1-2 to s 1 7 4 1- 14 12 0 V 8 6-5 5 13.5 14 12 10 8 &S 5 &5 3 IN a I ANCHORS SHALL at LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND END WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 112 10 918 7,5 4.5 1- 14 12 0 9 8 0 6 14.5114 1 Q 110 1 9- 8 1 0 14.5 . I H VNI1 SIDING OR EJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6,5 C5 - 14 72 1 -0-a 7.5 5.5 4 14 12 10 0 a 5 4.5 3.5 NOTES AA)&A.2)ASM FOR INSTALLATIONS 0, _10- 12 to - _r INSTALLATION INTO EIFS WITH METAL STUBS SEE SHEET 20. 14 12 9 8 "ll 6 14 12 10 9 8 6 5 14 12 to 0 a 6z S 3�5 6*-D" T4_-fF2-- 1 -9 T�5- . _Y_ TT_f2_ 10 TF 7' 5,5 7--3-3-3 -1-4 1 8-6.5 54 4 3 - (0) 10 EASTING CONCRETE BLOCK:(ASTIA C-00) 14 if 10 _0 -W- 5 -14-T2_10 _B _B U 5 3.75 14 12. 10 &S 0 5 _j__:_ - 14 t2 e 5 W 72- 10 9 8 6.5 4.5 3.5 14 12 10 6 7 53�5 3 11/4*0 TAPCON OR TAPCOH WITH ADVANCED THRMFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 72- ITO g- 1-1 7__-F 4 14 12 10 0 73 &S 4 3 /4*0 v 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'-0' 14 to o 8 14 12 10 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FILCRJOA FASTENERS DIRECT,INC. T-4-72- to -j7-" 4 TT I , 9 'L5 is - 14 10.5-r 1-5 7T W - - T_1L 'W'72 T__C_ . ;5 l3o T 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AN0,01STRI6UTED BY ALL POINTS SCREW,BOLT SPECIALTY aw 12 9 7 7,S A.S. - - 0 5 7 4 14 12 A-5_4 - q o 7- COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 'TT 1-5 - 14 t [14 a "4 [4-0' It 4 f12 '4 S. 1 2 '2 "a 7 S 'a It 4- 1.' 'a 0. 12 1. I, to 4 T27, 14 1 1 4 2 as -0 a iz to 9 a &s 114 112 !2 z"t 14 --TO- IL�-5- 4 To NOTES: 'a 9 14 IT&S, 7 54 3 14 _L2 9 6.5 5, 4 3 12,5 941 0 A 4 3 ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOON.BLUE TAP W1 CAP ANCHORS AND TAPPERt ANCHORS IS 1 1/4'AND TAPCON 12 9.5 7�5 _T4_ 12 .5 5 - 14 12 8 WITH ADVANCED THREADFORIA TECHNOLOGY ANCHORS IS 1% !4 6 06' 4 13 .5 15 3.5 14 12 10 a 64 5 - f4 12 8 C5 5 4 1_4 _12- 10 9 14 12 10 0 74 4-5 - 14 12 8.5 7 5.5 4 8.2)MINUAUM EMBEDMENT CF 11CO.3/4�'ALL POINTS SCUD-SET ANCHORS SHALL HE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO I 14 w_7 11 8 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S4. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 -A- T­7 4 E*517,AND I-MINIMUM FOR WALLS WITH NO STUCCO, 14 12 s " 4-5 L4 12 Z &S 4 =-I- t im-s 4-5 F1,4 &S " 4 - 12 9 7 6 4.5 14 5,5 44 1�5 14 -7- 14 8.3)IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLUOR. _1_2 1 9 7.5 - T4_T2_ a 6.5 14 ti? 8 6 5 4 - UCTURE BEHIND SRO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED OR 14 7 5 3z - 13 9.5 5 4 3 10_7.5 5 4 3 - - - ANCHORS SHALL BE LORIS E14OUGH TO REACH THE MAIN SIR T 4 .5 -9-1- 12A 9,5 6 5 4 4 NOTES 8.1)&-8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EITS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER I - ri 5 a LOS 14 7 ix - - T4 8 5 -- FOR INSTALLATION INTO EWS WITH METAL STUDS SEE SHEET 20. - - - 14 12 8 A�S 4 13 10 6.5 5 1 4 3 - - _F2__F0_ -'7- 72--g-_7 4.5 14 1" 7 5�5 14.5 151- 14 14 11-0 -g- _i. - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S)JM#UFACTURER. gS 12 9 6 _�15 4 0 7 4�5 3.5 3 TO—-3- - - - - - 14 to 5 L.5 _ _T4 -L-5 7 3.5 4.5 11.5 _1_5 3.75 SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9_5 14 11.5 7.5 6 5 - - - 12 0 6 4.5 4 14 12 10 - 14 12 -T_iT_93- - 13 to 0.5 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 8.3 415 -7- MJ�A_3-5 MNOMUM ANCHOR SPACINGS ARE VALID FOR EDGE MSTANCES 11401CAIED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING By MULTIPLYING SPACJNC SHOWN OR SCHEDULE BY THE�FOLLOWINC FACTORS. 571-il-a T3- Ks I s 1 4 - - - f04 Tl-XS- REDUCED,SPACING ODIAJNED-USIUG FACTOR SHALL NOT BE LESS THAN MINIMUM 97 6.5 14 /OS 7 .515 To FACTOR INDICATED FOR EACH ANCHOR TYPE. 2- 12 -V 1-4--17 -:7 T4-ITT-f5 t 57 a Z.1 -0 ra'-IZS to 7.5 5 4 3 7.5 5.5 4 1 3 - - - - ACTUAL TAPCON WITH ADVANCED ALL POINT SOLID SET OWE TAP W1 CAP TAPPER+ 12 9 6 4�5 4 %5 7 5 4 - I I EDGE TAPCON THREADFORM TECHNOL06Y USC SPACING 10-579 DICTMCE 7 5 5.5 4,45 nl HV BLADE OR I-D. PAN.SPACING 3' MIR.SPACING-3* MIN.SPACING 3 1/2" MIN.SPACING 3* 3 3/4' 4' 13 W�7 5 4 14-10-5 7--5-IT TIMED CONCRETE CENCE'STE BEECK POURED CONCRETE �UREDCCNCR�M& -Z- ('l'YHV 13 FOXED CM13M POM 01CRETE WAGRETE OLOIX ia 7.5 7 5 3A 3 _Z_ -LADE W/ CONCRETE BLOCK W,EIX-3 1/2* WL M-2 lte CONCRETE BLOCK CONCRETE BLOCK MR.M-3 1/2'UK ED.-2 Ilt d& HV WINDOW -z- 7-11- a 3:�- '5 9 TY T-5 MR.ED.•3' 4 "E..3 ll:r MR.ED.as" - - - 12 - 3' 0.90 I.G 0.78 1.0 OA4 1.0 9 6 9,5 7 4.5 -fa- b - - - 8 DE WORKING 24 13's 0.81 1.0 - - 0.67 1.0 s'-o* 4- 3.5 W3 - 4- &5 5 3 - IN UNISON * ­_ - - 4- 7:7 - To_S -7- 2- 0'71 0.51 9 5 /4' - 0.91 0,43 10 7.5 -5-17- I� I I I 1 1/2' 0,35 0.35 Zane a 4 a 6 1 4 1- I 6T'A'T'jI;' I Velocity- - - - - - FLORIDA BUILDING CODE(Non Hich Hurricane A. 02017 EASTERN METAL SUPPLY, INC, 02017 TILITCO.INC. %%ol ............ BERTHA HVTL, VI Accordion Shutter System A.S.S.A. 0 TL E KV. MADE#1 W/OR W/b H.Y.WINDOW IXADE I1 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems qrv.H. DESCRIPTION DATE DRAWN BY. I.C. t-0 : 635g eLtt.36U t•Gr SOS,LACI t04 0A9DO 5,FLCR DA 3316 Association, Inc. I OLD 15-085 07/21/11 DALE: 07/27/17 4268 Westroods Drive 2 pho- (305)871-1530.fo.!(305)371-1531 - -DRAWING No 0 -.3,10t-0.0- West PoIrn Beach, Fl. 33407 3 EB-=719 l4 17-107 WALTER A.TILLIT J,P . FLORIDA Lit,1 44167 5 SHEET IRE, L Il'/DATE 6 13 OF 20 AMMIM M ANCHOR* SPACINQ,-,(Ln,)_SCFIEDULE FOR A GIVEN MAX. SHUThRSPAN. ASD DESiGN NEGATIVE PRESSURE RATING AND A CORRICRETE OR CONCRETE BLOCK INS'i'AI I ATIONS (SFE 110U17IWGS 1,J.K&L ON SREEr 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER,& 1 TRENCH @RANGUARD MOUNTING (K WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING u pM _ DE96N 9r4KE PRE3s0AE W c LSD.DIEM dE6M PRM=FRIW,(W kSA 6 0 WAM a0.EM PAITIG 44 ,DESA+)¢cAtrvE ri�39AE xAMG(ay TAPCONAWITH OR 30 40 60 75 90 120 160 205 30 40-65T757 40 120 160 205 3d 40 60 75 80.120 160 205 30 i0' 60 75 90 ix0 Tao 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 0 8 2 12 12 12. 12 11.518.5 6.5 7 7 7 7 7 7 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3,_O. 14 12 70 g 8 S 6. 6 12 12 12 12 12 12 9.6 7 7 7 7 7 7 7 7 1 5 5 S $ S S 5 5 LESS 11 12 lq 9 8 8 6 a t2 12 12 12 05 e 6 45 7 7 7 7 7 7 7 65 S 6 5 S S 5 5 5 BLUE TAP 14 12 IIDIV E 8 a- a ,2 12 12 12 12 10 7.5 6 7 7 7 7 7 ? 7 7 S S 5 5 S 5 3 5 TAPPER+ 14 12 10 D 8 8 6 6 12 12 12 12 1.5 85 65 5 7 7 7 7 7 7 5.5 4 5 5 3 5 5 5 5 4 4,-0` 11 12 Ip D B 6 a 6 12 12 12 12 t2 95 7 5.5 7 7 7 7 7 7 7 7 S S 5 'S 3 5 5 5 14 t2 tb D 8 B 6 6 12 12 12 95 5 8 4.5 3.5 7 7 7 7 7 7 63 5 5 S S 5 $ 5 S 5 li 12 Ib 9 B 8 6 6 t2 12 1S 12 10 75 3.5 4 ) 7 7 7 7 7 7 515 5 '5 5 5 5 a 5 6 I4 i2 10 9 a 8 6. b 12 12 72. ti 8 5 ♦ 7 7 7 7 7 Sb 4 3 6 5 5 5 5 5 :4. 3 5,-0` 14 12 10 9 B B 6 '0 12 12 12 12 Itl .5 55 4 7 7 7 7 7 7 7 T 5. 5 5 5 5 5 S 5 T4_}2 10 8 8 B 8 8 t2 72 65.7.5 a 4.s 3.5 - 7 7 7 7 7 7 3 3.5 S 5 5 5. S 5 5 4 14 12 10 9 a a 6 6 12 12 12 9.5 8 S }.5 - 7 T 7 7 7 7 5.5 4 S 5 6 5 5 5 S 4 * SEE ANCHOR 14 12 10 9 ff 6 a t2 12 65 9 7b 59 4 3 7 7 7 7 7 4.5 15 - 5 5 5 3 5 4.5 3s - SPECIFICATIONS 6'-0` tii2t096 12 12 12 /08 b 4.5 3,S 7 7 7 ] 7 7 t5 5s s 3 5 S ON14 12 10 D 6 6 12 12 6 tl 5 l J - 7 7 7 7 7 5.5 4 - S 5 5 5 5 5i+12 10 9 6 6 12 12 10 a 6.S 5 .15 7 7 7 7 7 6 4.5 - 3 5 5 5 $ 5 4.5 - 14 12 10 8 8 8 6 6 12 12 10 B $S 5 35 - 7 7 > 85 15 4 - 5 S S S 5 4 3- - 7•-0' li i2 /D D e a 6 6 12 12 12 &5 7 5 { 7 ] 7 7 T 7 7 7 6 5 S 5 5 5 S S S T4-1-2 To 9 6 a- .6 a 12 10 6.5 5 4.5 3 - - 7 7 7 7 6b 5 3. - 5 3 5 5 5 5 35 3 14 12. 10 9 8' B 6 6 12 12 8.5 7 55 - 7 7 7 7 7 5 - • 3 S 1 5 5. 5 4 - Q VALID ONLY FOR UP TO +70, --75 14 12 t0 9 a a 6 - 72 r2 a5 T 5 .4 Y - 7 7 7 54 4.5 3 - - 5 5 5 3 475 35 - - PSF A.S.D DESIGN PRESSURE 8,_0. 14 12 10 9 6 9 a - 12 tx 0b 7.5 .3 - 7 7 7 7 7 7 7 4 5' 5 s s• s 5 s 5 RATING & FOR SPANS PER i4 i2 10 9 a 8 a - 12 4 6 4b 4 3 - 7 7 R 7 55 4 - - 5 5 3 5 2 + 3 - SCHEDULE #3. SHEET 11 14 12 10 9 8 8 0 - 12 11 7.5 8 5 75 *• 7 7 7 7.5 6 4.5 - - 5 S 5 5 5 45 - 14 12 10 9 8 8 f2 lb 75 6 5 35 - 7 7 44 5 4 - - 5 5 5 5 # 3 ti 12 40 9 8 8 - t2 12 9.5 6b 3.5 4 3 - 7 7 7 7 7 7 6 J 5 5 5 5 5 5 5 5 14 12 10 9 6 B - 0.5 6 5 4 3.5 - - 7 7 7 6 5 33 - - S 5 S 5 S 4 ] ti 12 10 9 8 8 - 12 10 6.5 S 4S - - T 7 T 85 55 - - 5 5 S 5 5 7- .L4_12 f0 D e B - - 12 0S 7 SS 45 3,5 - - 7 7 55 45 3b - - - 5 5 5 45 35 - - - 10,-0`14 12 1 9 -e 8 - 12. 11 8.5 5 b 3.5 - 7 7 7 7 7 7 4.5 -- 3 S 6 S 5 5 5 4,5 i{ i2 i0 9 8 8 - 4b 7 4.5 3,a 3 T 7 -2-5.6 4.5 - 3 5 S 5 i.3 S$ - U 12 9 6 5 4 7 7 7 6 S - 5 5 S. 4J5 S - - - tt 12 10 9 8 a - - 12 Ob. 6 3 4 3 - - 7 7 5 4 3 - - 5 5 3 4 3.3 - - - 1I,-O`14 12 f0 9 8 8 - - 12 10 7 0.5 4.5 35 - - 7 7 7 7 7 7 35 - 5 5 5 5 s s 5 4 fin{ 14 12 t0 9 9 8 - - &5 9.3 4 35 3 - - 7 7 6 5 + - - 5 5 9 5 4 3 - H • BLADE E ONLY r4 12 iq 9 a 8 - - tt a 5.5 4 - - - - 7 7 7 35 4.5 - - 5 5 5 5 45 10- 14 12 10 9 8 - - 1.5 85 5.5 4.5 3,5 - - - 7 7 43 15 - - - - S 5 45 3.5 3 - - - 12,-0`14 12 10 9 8 - - - 12 93 6.5 5 4 3 - 7 7 7 7 7 6 3 5 5 5 5 5 5 45 35 14 r2 10 "9 B B B 4 7 - - 7 T 5.3 4.5 15 - - S 5--6-4.5 4 3 10 7.5 5 4 - - S a - 14 12 10 8 , - - 05 8 b 4 35 - - 7 4.5 4.6 SS - - 5 5 4.5 3.3 3 - - 14 t2 10 0 8 - 1.5 8.5 8 45 3b 3 - - T 7 7 9 7 4.S 3 S 'S 5 5 3 4.5 35 i3-0"to 12 10 9 8 7 5S 15 3 7 7 5 4 3 - - 5 3 5 4 3 - 14 12 10 9 a 8 7 4.S .7S - - - - 7 7 55 4.5 - - - 5 5 5 4,5 4 14 t2 10 9 - 10 7.5 5 4 1 - - 7 6 4 3 - - - - 3 5 4 3 - - - 14,-0" N 12 10 9 - - 0.5 6 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 S S 5 5 4 3 14 12 to 9 - &5 5 3 - - - 7 7 5 151- - 5 14 12 10 B - 8.5 8,3 4 - - 7 7 5 4 - - - 5 5 5 4 l4 12 10 - g 7 4.5 15 3 7 SS 3.5 - - - - 5 5 35 3 - - 18,-0` 14 12 10 - - - - t0 7.5 S 4 3 - - - T 7 7 7 7 3.5 - - 5 5 5 5 5 S 4 1 U 12 10 - e #.5 J - 7 7 4.5 3 - - - 3 S 4.5 15 - t# 12 10 - - - 8 8 4 - _ - 7 7. 74 f2 70 - _ - - &5 6.S A 3S - - - 7 5.5 - 18,-0.14 12 10 - - - - 9.5 7. 45 3.9 13 - - - 7 7 17 7 6 3 - - 5 5 5 3 5 4.5 3.5 ti 72 td - - - - - 8 LS 3 - - - 76.5 4 - - - - 74 1z 1p - - - - - 75 xs 75 - - - - - 7. �+ . .. - - - - s s 45 - - - FLORIDA BUILDING CODE{Non High Velocity Hurricane. Zone' 1411 �� ... .... l/j" 020171arE00.IRc. 2017 EASTERN METAL SUPPLY, INC. 10E tVSF•. �- ]BERTHA TM 71-E7C70c Accordion Shutter System i ■ ■ ■AHv MADE#1 w/at w/o KV.HtNDGW BIAX • /q�(/p//�\f TI LUT TESTING & ENGINEERING COMPANY American Shutter Systema Irv.R OESCRIPT70N Deft ORAWII BY.- Le. 6356 N.W.36N.s7.,5t..3ps,WtO.YN CW#tE9.nprvbA 3]!at Association, Inc. I OLA 15-085 7 27ft O4TF, O1j27j17 2r5Dr V % Phon (JO) 5 ")871-IS31 DRAWING No ...... A1t a11: ".40.1cm West Palm Beach. F33407 3 B=D06719 17-10 7jNAL V141ERA MLUT Jr,1PE. WaDAUc ;4467 5 SHEET P.E.,jktf ZNA%RE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (0.q f.) AND ,CORRESPONDING MAXIMUM ANCHOR SPADING �L.Z SCHEDULE FOR A GNEN MAX, SHUTTER SPAN. NEGATNE A.S.D. DESIGN PRESSURE RATING AND A C.ORRREA dN iNG M UNiTINQ TYPE. (SEE MOUNTR.Gs ON SHEETS 16 do 17). :Ej�j; L_.J B '=3 T FZ2.•e.-T F=- SOUTHERN =- SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOU H N PINE No. SPRUCE PINE SPRUCE-PINE SOUTHERN PINE No. 2 W/ MIN. 0=0.$5. 1 j2" MIN. COX 2 WON.eG=a,55, FIR NORTH F!R SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=0.36 PLYWOOD MMIIN.GbO W/ W/ MIN. G=0,43 Y! MIN. G=0.36 + ) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIL€NG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 8.0. WALL MOUNTINGS &0, WALL MOUNTINGS 13.0. WALL MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS p & O S&Y s t4 V S&V W& x W& x w & x _ _ MM WM FRAY 114C(:6)LU ata MW."ITIZA Exec 04 CE9a"K 017IM W4(A M OM WAIA HIAA UX W LSa OM RSAM:.KWT WK€rdI t!,W W.04 tF3Ar1 FARC ffq dQ TOO WAE MSFE MICA M%EFYAFI wxM k3aa4111FTAR8 T435tFE FZRctgP}u0 ai0t tMA*<.E R14tE.ARIL(� 30 F,0 60 75 9065 30 140 00 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 OS J0 40 60 75 90 05 30 40 60 75 90 05 30 JV54 75 90 05 30 40 60 75 90 05 30.40 6076 90 05 30 40 60 75 90 OS '-O'OR 12 10' 10 9 8' 8 6 6 6 $ 6 6 12 10 10 9 8 a 6 6 6 6 6 6 12 10 10 9 8 8 6 $ $ 6 6 $ $12 10 10 9 8 8 6 fi fi 6 6 6 12 10 10 9 a 8 8 6 6 6 6 6 12 10 10 9 $ a 6 6 8 6 6 6 6 4 ; 3 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 T2 10 10 9 8 8 6 6 $ $ 6 5.5 12 10 TO 9 8 8 fi 6 6 6 '8 5 t2 10 10 9 8 7 6 6 6 8 6 5 6 4 4 3 12 12 12 12 t2 t2 T2 i2 72 12 12 12 12 12 12 t2 i2 0° 12 10 10 9 8 6.5 6 $ 6 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 9 4,5 12 10 f0 9 6 3.5 6 6 $ 6 5 4.5 6 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 &5 t2 10 10 3 6.5 4 5 6 6 .5 4.5 4 t2 10 i0 9 5 3 $ 6 6 5 1 3.5 12 10 SO 7 J,9 - 6 5 6 S 4 3.5 6 4 - 12 12 12 t2 T2 12 i2 t2 12 t2 12 t0. 12 /2 12 0.58.515 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 a 3.5 - 6 6 5 .5 3.5 J 12 f0 f0 4 - 6. 6 S .5 3.5 J 6 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 15 9 7.5 6.5 12 t0 10 5 3.5 - 6 6 5.5 ,5 A5 3 12 10 4 4 - - 6 6 4.5 4 3 3 F2 10 4 3 - - 6 6 4.5 4 3 3 6 - - - 12 12 12 12 12 IO. 12 t2 12 t. 9.5 8.5 t2 12 10 8 8.5 5,5 12 10 7,5 4 - -6 $ 5 4 3 - 12 10 6 3 - - fi 8' 4 .5 S •- 12 10 J - 6 6 4 ;5 3 - 6 T2 12 12 12 1.59.512 12 12 10. 8,5 7.5 12 12 9 7 6 5 ii•-0• i2 70 6 6 4.5- - - 12 14 4.5- - - 6 5,5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 - - 12 12 12 12 10 8.5 12 12 13 9.5 8 7 12 12 8 6.5 5.5 4,5 12'-0' 12 i0 0.5 - - E 6 4 - - 12 TO 3.5- - - 6 5 J.5- - - 12 10 - - - 6 5 3.5- - - 6 - 12 12 12 1.5 9,5 8 12 12 11 8,5.7 6 12 1.5 7.5 6 5 4 IN-6, 12 t4 - - 6 6 12 19 - - - 6 4.5 - - - - 12 7S - - - - 6 4.5 - - - 6 }.5 - - - 12 12 i2 O. S.5 1.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 1P-0' 12 10 - - 6 5.5 - - 12 7 - - - 5.5 4.5 - - - - 12 7 - - 5.5 4.5 - - - - 6 J - - - 12 12 12 SI 8 6. 12 12 9.5 7,5 6 4.5 12 9,5 8.9 5 4 3 12 - - - 6 - - t2 - - - - 5 - - - - - 12 - - - 5 - - - 6 - - - - f2 !2 1t 9 7.5 5 12 i2 8.5 7 6 4 12 9 8 5 4 - I6'-0• 12 - - - - 8 - - - - 12 - - - - - 5 - - - -• 1 I. - - - - 5 •- - - 6 - - - I2 12 10. 6.5 5.5 4 12 12 B $.5 5 J 11. 8.5 5.5 4.5 3.5- 10 HV BLADE OR n HV BLADE Wf h HV WINDOW BLADE WORKING IN UNISON* •STt Uuy(ADOSS OF USE TOR DIADE eon 54..V 19 t NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID MWO SOFFO SHALL OE AS FOLLOWS: 3.SUBSTRATE$HNl CONSIST OF THE FOLLOWING: -SOUTHERN POLE No,2 W/0-0S5(N,MS) - 1/4'0 TAPCON ANCHORS,AS UA OFACTURED BY I.T.W.BUItDEX W/MIMMUN EMBEOMENNT AS INDtCATEO AT -DOUGLAS FIR W/G-OSO(N.O.S.) EACH SECTION ON SHEETS 16 a;17. -SPRUCE PINE FIR NORTH W/0=0.43(N.aS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/G-0.36 -WN. i/2'COX PLYWOOD(1986 APA) L ANCHORS t0 HOLLOW CEILING2015SHALL AT A5 PER MOU1OlNG TYPE U,SHEET 17 AND S1NLL CONSIST OF V.6 SCRLW5 AS PEA 1405 2015 SPECIFICATIONS. ACRUEt F5TAAID FOLLOWING ALL OF THE RECONMEJlO4DON5 A0 SPECIFICATIONS Of THE FF!/NFUiAi,F,i+.• FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zane 1111 4\rA/ 02017 TILTECO,INC. ID 2017 EASTERN METAL SUPPLY,INC. 1y s' ..........F:�" BE THA HVTM A S A Accordion Shutter System 1 3 �Hw �mr �mom N N . Hv,RADE#1 w/az w/o Hv u►Nxn�r eLA€�E ENGINEERING COMPANY L y d` J2 American Sutterh $r Systems EY,N DESCRIPTION oATC GRANT1 TICCIT TESTING BJ: LC Association, Inc. I OLD 15-085 7127/1 DATE: 07/27/17 8355 li.W.nib.St,Ste.TA5,NRWA(OMENS.FtOPG 3316 1 4268 1Vestro0ds Drive :Phone:(305)$71-15:0.F4y.(305)871-1531 DRAWING NO 4+�1t1'•/:�`..........�( � 111 a_m E111;Lalaaaoow.ee n t'test POIm Beach, FL 33407 3 L e LFII WALTER A�UTiJ,PX 4 17-107 :� FLORIDA Uc,#44167 5 SHEET P.E. SEFSCj?t�idArURE/DATE G 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV Tk dA HV+ BLADES .�APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS lNiO WOOD WITH HV BEADE In ONLY WALL FINISH MALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN ERESSURE BATING, SEE SHEET 19 FOR MAX �SPAN & DESIGN LOAD-FOR INSTALLATION WITH BLADEQ)& w WORKING IN UNISON VI.,TAPCON OR -I - - EQ W--F-2-MIN.- 0 4'XV(kiln.)EXISTING -EDGE (IF APPLICABLE) CON WITH ADVANCED WOOD B=%E11.111D. 1/7 THREADFORM TECHNOLOGY ED C, 1Y1 1/2-ICA,PENETRATION PH". S.S. 051ROEM 0 D BEA);- THREADED AREA TO V G . TRUSS HEAD TO 13C CARTFIET EXISTING 0 HEADER. I Min, MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD 'AG /" ED (SEE SCH U ON SHEET 5) M W/ 1/4'%--20 NUYS ARCHITEC t/V TRUSSES OR qEll 0 12 RAFTER 0 24' D.C.REQUIRED ED ED 0 12'GO. SHUTTER 11N;T`Z�. 1/2- GA� OR OR WiTH "ST] ADVANCED 4*Mac THK� N TAKON A20 NO SOFFIT 257 THRFADFORM TECHNOLOGY M., W/ PENCITZATION ED E 4 -ED ED-, CONT.ALUM,TUBE OF T1.119ell"WA To -TO ALL"W1 PRONAL EXISTING WOOD HEADER. P 0 r 0. 1 Wo LAG SCREW$TO (SEE SCHEDULE ON SHEET 15) or @ or @ or @ or x I RAFTER OR TRUSS. @ D, R)C51 I/ LOCATE LAG SCREWS AT MIDWIDYH OF EXISTING WOOD DI NO MIN 2.4' MEMBER.(2-Uin.NOMINAL EXISTING OER REDID OPED HOLE AT EACH WIDIV W 2*01,6., PEN RA� GLASS UIN.SEPARATION To GLASS STUD TO ACCEPT 1. ON r THREADED I—SCHEDULE ON SHEET I I)— EXISTING SCREW AREA.VAUD FOR GLASS 5/6"0 LA9F TIJBE� AT CENTER INSTALLATIONS WITH 72psf 1AAX,ALS.D.O-SiON LOAD ANIT U.N.SEPAPAII01 EXISTING V-07 UAX�SPAIC IIAS IV M CLASS(SM (�j)HV WALL HEADER IN�TALLATIQN INSTALLATICH IS ONLY VALID I s:H=Az 014 sea I SCHEDMI:04 I 1 101 WIlE(D" FOR WOOD W/IA N.SPECIFIC On SIM 19 FOR OR GRAVITY Of 0.501 DOUGLAS Sum(D&S 04 1Um� or, Dim#j'a FIR OR SOUTHERN PINE No, I I-SCE SHEET 4 FOR TYPICAL SKUTTEn ASS USLY i &fl I _[�-(D OR OR EQUAL 2- SrCTKINS CAN BE Cousatm E T)HY CEILING INSTALLATION 111 UNOUNWnANIGTO SUIT ANY INSTALL00M. (OHY-CEILING INS 0 UK OR r— i i I MIN, EPARATION MIN,SEPARATION TO GLASS EXISTING TO GLASS (SEE SCHMULE ON SHEET It)— GLASS CNSKfEr IQ? (SEE SCHEDULE' EXISTING 1014 SHEET 11) ALTERMATE., AHCHOR LOCATION EXISTING I GLASS_j VaLL 1 #10 3/4-HEX 2"x6"MIN,WOM r_ 7 3/8 11 WASHER HEAD T I - Mac (Z�At I L"5�� OCA110. K DECK RJEOWRIED CF,,Rx."'v S 0 12 0�c 0 SCREMM 0 12 1 (NO FINISH 1 2*.5'MIN.WOOD---�_ IT ALLOWED) R� DECK REQUIRED (.. FINISH A GE C��D 1. DEC -FCK ED r EDGE OF DECK 110 IF G K IF APPLICAUI E E IF APPLICABLE E-C. APPUCABLE 1 /l.1;S20;3,/S;S TA 'L *_UIN, 1/4-0 EAMON OR �i;", EAD �2 — 1/4-0 TAPC CEO v WLL PLATE HR yqA� PENIETPATION OF THAW,ED 2*MIN. TAPOCAN WITH ADVANCE M" MACH114C SCREWS On OR TAPCON WITH ADVAN THREADFORIJ IJECHNOLOGY W/ 1 1/2 Mhi� rADrORM TECHNOLOGY W/le4�20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM3 1�0/ 1 1/2"Wh PENETRATION 12. O.C, TECHNOLOGY W/ 1 1/2'Min,PENETRATGN OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER� AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDUIX ON SHEET 15) SE FOR (S)HY WALK-OVER INSTALLATION OV HV WALL SIL -.1" &HV FLOOR INSTALLATION- FLORIDABUILDIN CODE(Non High_Velocity Hurricone Zone' "'0%Vtl::........I'41A 02017 EASTERN METAL SUPPLY,INC- 02017 TILTECO.INC. BERTHA Accordion Sbutter System f A.S.S.A. KV. DAM#1 W/OR W10 KV.WINDON ELADEE TILLIT TESTING ENGINEERING COMPANY American Shutter Systems ACV.R. DESCRIP7108 CATE CRAVOI BY. LC, 6355 NN.161k Sf-St.,=.MAC=0411001S.FLORMA 33HK Association, Inc. I OLD 15-065 07/27/17 DATE: 07/27/17 n—lk A, � 4268 Westroods Drive 2 (.305)871-1530.F..:(305)871-1$31 DRAWING No ­�I;vit-C-Lmn West Polm Beoch, FL 33407 —3 -ON...... EB-0006719 4 17-107 AUE0 WALTER A.TILUT J,P.f .P.E. SEAL,/�NXT'U'R,E/DATE JtORVA U�1 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HV 13LADE OR t WINDOW BLADE INTO 2"x4" MiN. 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Ura ( m uws(as ♦ SEE UMI ATIONS OF USE FOR .ua SiFArtv�1 — — \t/2'uw. 1SiE 4 4 GLADE IA ON SHEET )9 506EII aV 9Q7� r i \ ,� � t .r3 Y [iK1Es l4S y'G� t� _-•••--.� „ TR1A,GVLV f li/a r bi SIFE..T 79 i0k ill 4x � .! -•�'-�'� "'- �`" 66HCia1tr �pR � '� ��I t I`6uN. 2's ©OR 4-* 4 / R. y�x�♦(�-( •�. � �:,'• `Y l.: i V�"Q•T-�••�•L+�- :1•1+�Rit S�GA16gCR VIEW 1 0}jx�' WALL hM}i Y..'Uta M600~ wl1 ,r��tt p�76,� \•' ��•'Ei`-F'J'YJ°•Q%' - 5TLOS Raab. ms" -/� `�J' lJ"`L- .Lldl77 C -O. O £4m2g f3-ts^t .DE7At)s.X ESN CONNECTION DETAIL QI END CONNECTIONLE¢ TAIL t2 FLORIDA BUILD] CODE(Hon High Velocity Hurricane Zone ,1tt P�- ���-_ 02017 11LTECO.INC. 02017 EASTERN METAL SUPPLY,INC. ' ivsF —�—�- BERTHA HVTM 11 L IE C O rN�. A■ ■�'■A■ Accordion Shutter System °• H.Y.B.ADE#1 %Y/OR W10 H.Y.iMWW ELADE American Shutter Systems : / TILLIT TESTING & ENGINEERING COMPANY Inc. Ev.N D 1:5-08 GATE aRAml e2': LC. �Di. 0 Association, ct OLD 15-aas 7tn 1t MTE: 371274(7 6355 R.36u1.5a,St.Sas.NFIGfMA CAROINS,i163L 3716 Phono:(305)671-1530,r0.:(305)071-1531 4268 Westroods gave 2 Out" •� F-mn9:t01F<oOmlcom West Palm Beach, FL 33407 3 DRA441NG No "ssj�NAL ' Ce-0086759 17-107 WALTER A.TILUT0067 Jr.PX. ! P.E. SEALSiGNATURE/DATE FLORIDA U..It 44167 5 SHEET 6 18 OF 20 li 0 {p��� )�,,��y U'0`�S"'••LJ »CF14,EERAi, j(MrtnnONS ANn CbNDMoONS OF IlRF FG[�B_EFITHAA UNISON WfFH-W WINDOW RLQLd 9-71 1 1 11.UM A.S.D.DESIGN PRESSURE RATING:+110,-110 P,11 2.MAX.SHUTTER SPAN;96` 3.&LOriM MOUNDNGS:A.D.G h H ON SHEETS 6.7:AS WELL AS MOUHONGSSEEEM.0.T.U&W ON SHEETS 16&17. E ALLOWED M 61) �` r— C OFN75 ey.—a w ABESI &1Bo`ONLY..%R�AL'C IN S10C OF OF OPG �w�4 a iv AT ND • ♦ • ♦ ♦ 1 l ' { 1 1 „' ,r 5.(A)HV 011rME 1[�SMALL ONLY ALLOW A NA%INUfA OF 5 OPENINGS TYP.FA ff �l.ts 3F W#HOLES)FOR PER BIABE AT SPACINGS SHOWN ON SHEET 4. 4 ,��2ry. (B)MN.CLFAPANCE FRO TOP OR BOTTOM EDGE OF HV WINOOW BLADE 1Q MAX 5 WINDOWS t s • • (_'( r r♦ OF ANY 3'6 HOLE FOR tq SHALL BE 12% ALLOWED AT HV riTN00'w BLADEr (C)FIRST OR LPT BLADE COMING OUT FROM STARTERS AT ENDS NAY BE HV r.. WINDOW BLADE • (0)NN iNN00W BLADE 1 UU97 8E USED ALTERNATE TO A SOLID LTV BLADE(D THROUGHOUT SHUTTER'S WIDTH. ♦ • • • • A A ;y r/}ri,� �}tr�� r r (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT T0tN .A SOLID o r.. * yg l 1 t i •r l..1 R.GT AT REMLE OF THEM. aga 33..tt" 3f YYYLLL SEE END L 3 (F)POLYCARBONATE HY WINING 19 SHALL BE ED,NY TABS FACE CONNECTION a t s • • 'g r THE INMORSTALL OF THE OPENLOCKED SING PROTECTED.HY WINS=PRODEMUST BE DETAILS ON SHEETS • v rr r• 1L INC. N57A1.LtD A170 18CKE0 USIfiC A HV SENTING TOOL PRONIOED 8Y ASSA, 10 At to TYP. aaR FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME $LL BUILDINGS ON SHEET 19,AS UUDEO BY SPAN AND DESIGN LOAD(SEE NOTES 5 � ) P P � �.9�1Be�� i At 2 ABOVE). ry `$ 7. TEOR�OPTE SCHEDULE FOR kT12dINTO CONCREECNCRREEBLOCK WALL ON SHEETS 12 e13 AS UMITEO BY SPAN AND DESIGN LOAD(SEE 140TES I&2 ABOVE). R.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: PLAN D H SEE TOP At FOR REQUIREMENTS) W pq v,T pq 6110 ZONE MINIMUM SEPARATION TO GLASS NUlIITEO WIDTH SLA T INRU 3 1' ELEVATION IAN.SEPARATION SHEET TI CLAM 4 6.25' EX15TNG GLAS5 SEE 5C1'DL6E ON SNLET 11 FOR GLADE CV h1O I#4 I" SHEET FOR BLADES CAO&A✓ _____________-____Z_____ ____I =1 .� _..__ ____________. 1/0� AND VII/ (SEE NOTE 4 AB9W C1612 - C-01 '("(-P•\ ST'M ET CENTERMATES(B wJ(24DR 5AN0 W/O $T(S NOTE 4 ABOVE) t ) �•-✓ PLAN �` •�'�S fj TYPICAL (1 HV BLADE WORKING IN UNISON WITH-HV WINDOW BLADE 1 ' SHUTTER* �' -- A. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zane 1L1 Q' ............ d- 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HVT,, /�Ti-Mc o �H E. A■,�,.�■,�■ Accordion Shutter System �( xv RAMM w/OR w/o xv N1DDaN BLADE ' American Shutter Systems Ev.N OESCRIPtION DATE DRAWN 6Y; L.C. • ,�• TIU.IT TESTING & ENGINEERING COMPANY 'STc(j,: Association, Inc. i OLD 15-085 7127I1DATE. 07/27/17 �.e� •C' P ,. 6355 R.w.361A.51.•Ste.305,ltRppllA GWG1)N5.F2DRtU.3716 "L -- --,� PApne:(305)871-1530.Fm:(305)871-1331 4268 Westro0ds Drive 2 DRAWING No • t+ ` —ft:uI.C.0 oL.— West Palm Beach, FL 3 407 3 ES-006719 17-107 •.y 1YA1 r•, wAL.tER A.ntuT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE �Q G 1 44167 e SHE 9 OF 20 6x , ;nxELD35'THCK T' 2-VARIES INSTALLATIONS W/ HV BLADE & HV CENTERMATES ��•aGG Mox,; Mtn,AS114 A-653 CPADE 4D }din: M1 0x. o M;n.0-60 GALV.STEEL INTO METAL STUD WALLS METAL"STU05 AT 18'O.C. w dab q� -----' -- t 0 6 o.c. 40 41 0.54 -- ----- Ig, a7s- �, 3a 1/4"g._.N,OMI� �'"� GENERAL LIMMONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHAO)HY BLADE ACCORDION Lr Tl+'x 6 T/+'.0.05 t ncK uM l 434 434 !2 SHUTTER 6063-T5 ALLOY catiT.GALv,STFEL TRACK c CK UZI,I 0 6-o.c. a s o.c. SYSTEM TNSTALLATiON TO METAL STUD WALLS ASTM A-653 6RAee+a M:n.c-6o r-- SEPARATION j0 GLASS SCHEDULE 3.0�' GALVANIZED FASTE16 TO STUDS I I X• WJ(z}16.:/z•TEK scRM ON EXISTING FINISH 39. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +?5, — 75 {psf} u TOR&EXTERWR FACE ` As APPLICABLE 1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION A3c LEAIGTH + 1' EXISTING Gess. E MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS --(SEE SCHEDULE) 43 43 1 j4"0-20X3" BOLT v4. ONLYENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" m WITH 21 ARRANGED A S METRICAL LAYOUT. MUST PENETRATE a USE 0 (2)' 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/+'x 6 1/4 x 0.015 n+xK Mn.IWEXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373' �OUT.DALV,STEEL TRACK CHNET.I AS APPLICABLE ,I ,, CENTERMATE. .250' AST1A A-651 CRADE 40 16n.G-DO t GALVAQCD FASTENED TO STUDS t i a1 W!(2)/60/2'TEK SCREWS CH I 43a dao iNTERKW&EXTERIOR FACEa 8O.C. a 6.O.C. n 1/4"0-20 THREADS . BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1 100 ELCO CONSTRUCTION 81 11� _ 1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAB—LOK HD 1 1/2•x 0.035-THICK w %"VARIE§ 0 6" G.C. COMPONENTS ASTU A-653 GRADE AC - -.;.;2'-,6Tdi<.•,- M1n.G-60 quv,sTEEL '•' `"..••".":� MS Li1fALL HEADEifSILL INSTALLATION _ METAL STUDS AT 1fi'O.C. "`i..',.�.;,:., t EXISTING FINISH AS APPLICABLE SCALE: 3ja°= 1' 1(TVP.TOP&BOTTOM) _.. y, __ — — __----_.— -5� —•--T——=y I NT.G 6 1/TEE TRIC THICK EL.. EXISTING GLASS _ _ _ _ 1 - _ CONT.GALV.STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Nin.6-60 ' ' . . ...• -i OALVAi,LED FASTENED TO STUDS 1 I I I SY MET YCAL 1 i SYMMETfRYCAL IAItT.SEPARATION VARIES I ysxt/2 TEK SCAEtVS ora 43a 43b 43c } CENTERMATES W/ .'; I INTERIOR&EXTERIOR FACE I ( i 11„CENTERMATES W/ 1 TO class z' C SIDE” I ; INTERIOR ACCESS SIDE '.' (SEE SCHEDULE) Max. --- -----------__ _------ --------- AN* I 6•(TVP.) (N �- (6"Min.} IN 4 —=--__---------------------- ---- - --------_=_=- - {2)42 21 " 21 21 21 !—� LO CAT 0 AT 12 Hv HEADER/SI ENDS 1 2- - --- 3 T j frYp -- - -- - (6"Mtn.} 24 SIDE CONNECTION TO TRACK ` VIEW Y 4 B 1/2"(Tyµ) 7- J' 6 i/2•MAX.SLACK �` (Cont.} HYA HV8 BLADE SLACK DETAIL MVF B/C FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone N. 02OT7 TILTECO.INC. 092017 EASTERN METAL SUPPLY,INC. ��cot BERTHA HVTM % A Accordion Shutter System �i ■ ■ ■ ■ ALV. DADE#1 W/OR W10 H.V.WINDOW RADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systema ILV.H DESCRIPTION DATE DRAWN BN L.C. 6155&w.Sat,St..SM.343.ViRML CWDENS,rIOMQ 33161Association, Inc. 1 OLD TS-OBS 7/2711 O+tTE: 07/27j17 ���---��.��•+�+ �� Pnana:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No .7�•.•.Ft/� hP'; !{A 1\ o-ma7:NyaoOaoLcam West Poim Beoch, FL 33407 3 �`^h •C�iAI��LI,..C.4'+�11,, E8-664871114 17-107 (T],�+r WALTER A.TIWT Jr.P•E. P.E. STMT, IA RE'DATE FLORIDA Ila 1 44167 5 SHEET s 20 OF 20