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HomeMy WebLinkAboutProduct Approval 1/612021 Florida Building Code Online '� thruo.ez. Jon - b f0' 4 ��,,�����,,",Fv331l OIR��'M1U U � AI ECIS Home Log In User Registration Hot Topics Submit Surcharge ± Stats&Facts Publications , Contatt Us 9Ci5 Site Map Links } Search b a Product Approval # USER:Public User r Product'Anrmval Dlcnn>Product or ALhpllc0tlon Search>ApqRcatLorr Ust>Application Detail FL# FL389-RIO Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (S61)209-8263 bfeeley@easternmetai.com . Authorized Signature Bill Feeley Dq Y " lrodriguez@easternmetai.com � WSID � Technical Representative �� ®WL�� 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..Tlllit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 RIO COI Col 6SFzA 61-ADE-1 .pdd FL389 RIO COi COT ASSA MDE4 2,pdf FLSR9 .RIO COi SOT ASSA BLADE3.pdf Referenced Standard and Year(of Standard) standard hear ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.flaridabuilding.org/pripr_app dU.aspx?param=wGF-VXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB72zg°/o3d 1I3 I I 1/612021 Florida Building Code Online I , Product Approval Method Method 1 Option D 4 fi 'Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 I Summary of Products FL# Model,Number or Name V Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved foe use in HVHZ:No FL389 Rjor II DRWING_ASSSA BLADE3.pdf Approved for.use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Othert Large Missile Level"D",Max span is 12`-3"for 40 psf FL.389 R10 6F PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,W-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62'psf,W-11"for 55 psf HV3 blade w/window blade working in unlson,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 i Extruded aluminum interlocking blades reta ne y tracks(top (Non-HVHZ)-Drwg 20-264 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL3119 '010 II ORWING ASSA %ADFi g�f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created'by independent Third Party:Yes Design,Pressure:N/A Evaluation Reports Other:Large missile level'W" Max.Span is 16'-0"for 30 p.s.f FL389 RIO AE PER ASSA RLADE1.ndf negative ASD load depending on centermates and locking rod Created by Independent Third,Party:Yes configuration for the HV1 blade,8'-6".for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7-0"p.s.f.for metals stud mountings and W-0"for 110.p.s,f,for HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking lades�et`ai-nffby c s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for uee in HVHZ-.No E6289 RSO 11 DftW A55A BIADEl 2.(Ltl[' Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load F1"3ii9 t210 ¢ P[R -ASSA BLADEI 2.pdf for Blade i and 18'-0"for Blade 2:See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively ' Ratt Next . Contact Us::2fy01 81a1r Stone RaaA.Tallah ssrn PL 32399 Phone:850-487-IR24 The state of Florida is an AA/EEO employer. slat"of Flodda.:: r v cy;statement;:Access&1lty Statement t:Reirund Statement. Under Florida law,email addresses are public records.If you do notmant your a-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,it 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,ES,must provide the Department with an email address.if they have one.The omails 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 hero. Product APpraval_Accepts: 1,971 n7'r'9ct e Credit Card safe www.floOdebuilding.org/pripr app dU.aspx?param-wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL887Zzg%3d 213 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDRION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTAU.ED AT HIGH VELOCITY HURRICANE ZONES. A DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-D.85.USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED - ON SHEETS I1 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(f) BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ALMA USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WHO 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE(D R0214.01-03, 10715.01-03.#1004.01-05.#1214.01-05.#0317.02-06, ®06139.01-11)AND 00210.01-11 AS PER TA.S-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W SLA E(D AND HV WINDOW BLADE hA AND E-1996 STANDARDS.(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. .(WHERE APPUCABL.E) —HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND 8 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(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j14x2.75'AND#14x1.75'RESPECTIVELY.410—HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kM TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA IN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS ITV SHEET 9 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 6063-76 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005 T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES 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 ksi MIN.YIELD STRENGTH AND 90 ks1 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 lO: 12.13.14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 B.MTHIS ETAL H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT e5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY,INC. . S.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 SFAL/CAULK AREA 3: w WINDOW BLADE 6h ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17D9.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 17D9.92 OF THE FLORIDA 1UILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE - PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE,CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED EY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.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.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone (1 III 02020 TILTECO•INC. 02020 EASTERN METAL.SUPPLY.INC. `1 0� ''� BERTHA HVTM �Q ,.\CEN `� Accordion Shutter System F '•" - !L E C O 1Nc. ASS■S■A■ RV. MADE#1 w/oR w/o FLv.WNDOWYMADE No.441 7 AmeNcan Shutter Sysfems EV.N DESCRIPTION GATE DRAWN.Y1: N.P TILUT TESTING & ENGINEERING COMPANY - *j TI1' esss N.w.3sln.se,Ste.ads,w+cwu OAImO+s,rtoRIOA m1e Assoclaflon, Inc. 1 OLD 17-107 /2/2020 DATE 7/2/2020 d' STATE _r,:Izs Phone:(305)071-1530.Fax:(3D5)871-1531 4268 VJestroods Drive 2 DRAWING No %��.c'• °CQRIC a .R:Utlooa®i I.— West Palm Beach, FL 33407 a 20-1 64 WALTER A.TILUT Jr,P.E. � G`�`• FLORIDA Ua.g 44167 5 SHEET �i� ORAL . 1A`SEAL/SIGNATURE/DATE 6 1 OF 20 3•a CDR mom KME , VARIE$ y @6• r+ 1.918' 1.491 �0p 0.454• y�t,_oi n 0 09 N H ns� lS I r P-g d .I I--= ry .375' N HV 0 D h/ W. �5 HV 90'/180' STARTER 3OHV UNIVERSAL FLOATER COVERED Uh S PATENT iJ 58179 0� QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O ® V C UN HV BLADE�1 1� HV WINDOW BLADE= 6005-T5 ALLOY AND TEMPER Q LIFlED FOR USE W/ 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE 1 _ 6063-T6 A PER .37' $ 6063-T6 ALLOY AND TEMPER 3.226' 1.500• .124• OBS' 67O• 2.670' 3.556' 1n •) % 6 1.000" cmi. 994' .67r.- 0' 2226' o 072 N g 8421 �$ _ 4.897' L. ,[u .815' 2.092' S D.07z -"- -I D.°72 (2 HV ADJ. ADAPTER W f LI P a.a36" _ r „ � 1.375 3_2z6' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK 9zo 1 -� ®HV ADJ. FLOOR TRACK BLADE 1� QUALIFIED FOR USE W/ HV O V TRENC TRACK -i L 255' 3.75D� QUALIFIED FOR USE R HV 6063-T6 ALLOY AND TEMPER BLADE(1� I USE W/ HV 6063-76 ALLOY APD TEMPER BLADE 1 LY. 1� HV. RAINGUARD BLADE 10 ni 6 3-T6 ALLOY AN MPER QUALIFIED FOR ,E W/ HV 6063-T6 ALLOY AND TEMPER N VARIES 1.936• _ BLADE 1 1' 1_915• o VARIES 1.936" 6063-T6 ALLOY A O TEMPER • 1.917• Mpx. ax .�jl o r.OB3-�083• B .IiI.083•� .083' _093. _ .093•$I N{ .100" oI I o .I _� .060' N a -1 _ .060' °p' -06o. mi nI 67a 1. f '.� .093• ,093"'0l �egl 670 1.886' A.- 670 3.5 4 _520' 3.529' 670 ?i OWL11 HV CEILING HEADER 1� HV HEAD/ERAILL 13 HD CEILING HEADER/SILL IFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE AND BEMPEROONLY QUALIFIED FOR USE W/ HV BLADE 14 D EA S SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED R USE W/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. 6o63-T6 ALLOY EMPER �I _ TI COMPONENT A 1 8 Tl T2 X Y t 2" 0.725" 17 .I 2' S'MAX. 1/8• 1/8" Y 3" 0.09D' ' 18 2" 5"MAX. 0.192" 0.192" 161 SIDE-ANGLES B ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 79 2.5' 7"MAX: 0.190" 0.190- BLADE 07 QUALIFIED FO USE W/ HV QUALIFlEDB�E(1) W/ HV .. 6063-T6 ALLOY AND TEMPER BLADE 1)ONLY. 6063-T6 ALLOY AND TEMPER ® 2' S"MAX. 0.139' I0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ``` IIaII1W f�7j'' 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY, INC. ,....... BERTHA HVTM ��CEN IL E co ,, A,S,S A. ' Accordion Shutter System No.441 7 = H.V. RAVE#1 W/OR W/O H.V.NINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,N. DESCRIP11ON DATE DRAWN Sr: M.P 6355 N.W.36th.St.,Ste.3M.VIRWAA GARDENS•FLORIDA 3310E Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 c-fl1. STATE OI Z02[J Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroods Drive z y9'•, i DRAWING No %�iP�',•; •'S�? a-moil:BID006718.cam West Palm Beach, FL 33407 c4OR10 ` 2Ci-�64 c 1VAL11:R A 71WI'J,P.E �''''•ss/ONAL `` FLORIDA U.1 44167 5 SHEET 7ju� �t1t SEAL/SIGNATURE/DATE e 2 OF 20 4.576" 4.660' .929• 2.293" I 1/4'-20A1/2: 1/4'-20 DIE CAST 45' 2. 3" .745' _37�b' AT HFAO IHRVDEO W C ENAMEL 1 4'20 OAXED SS.N.S KED PAINTW ED HIE OUSIING N ENAMEL BAKE)PAINTED EGRESS TURN i ^LI °5 �2. _.062' a �5• n• I1(-- o 00 1.325' o - o`Ory/ I JIB"., EE7A55 t171HO BRASS CYLINDER • h KEYS(CHROME ME (CHROME PLATED) ENTERMATE PLATEDRAJ QUALIFIED FOR =11/ H1AD 1 & ONLY HV FLOATING CENTE[�MA�,s ylszs• HV LOCK) V ESS L 6D63-T6 APER QU IED FOR USE W/ HV BLADE(I�& 1A ONLY °yam, 3.023' 67s' QUALIFIED FOR USE / HV QUALIFIED FO E W/ HV 6063-TS ALLOY AND TEMPER QOALIFlY CORNER FOR USE W/ HV BLADE 1 ONLY SLADEQI & ®0 LY. 2so'o.D. BLADE 10& ®ONLY. •� 2.874' 6063-T6 ALLOY AND TEMPER P EAD N.756' r �2� M SCD TO REW 4.045'2.079'C ^L n .360'AFTER RIVETING ,I " " I " BEFO E RIVETING 1 4 @ UO BS 3 E4 \/ 4 ES 9444 ALUMINUM(20 -TS AILDY)LARGE FLANGE T}ON SHEET N ART 0,AS MANUFACTURED BY AVDEL 822' PLAN r+ FROM ELEVATION ® HV M L "T"-LOCK CENTER MATE - 4.566' CHERRY iLJ TORN,PARS PPENY,NEW JERSEY 0705<OR EQUAL © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2V�9- HV FEMALE "T" LOCK CENTERMATE ® V "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE V7 HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV / O R'' W/HV BLADE 1)ONLY. BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE 1.917 (--1.917• -y?5 r" I n I 3.161 .063• J w DER OR _ -, Ai 10 �z O / \-THUNBTURN 214°p� O .063 062',214'm 4 II•'n"�' • KEYCYLI CYLINDER m I I AN .545• o �I 1" o � 0.8750 Min. .4 5 m $i OD cm.. mi 1 .125•Max. 31 H N LOCKING ROD ® HD CENTERMATE wf LOCKING ROD 0 0 OUALIqp6 FOR WWI HV BLADE I & A QUALIFIED FOR USE W/ HV BLADE(J&� 6 s3-T6 a1toY AND TEMPER .� HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER VARIES, 12•MIN. QUALIFIED FOR USE W/ HV BLADE D& 1�P 1/4'4-20 ss.oR 3/6'o-16 1.130" 6063-T6 ALLOY AND TEMPER m - ACETAL 7HUNDSCRO MS. tl/2' ", I THUMBTURN (SEE DETAILS) I O _ OR K DER EY _ ti5 ry 1.57 Min. CYLINDER �I LOCKING RODS 1.78'Mac J L.375•e ® HD i-OCK QUALIFIED OR USE W/ HV BLADE D 6063- LOY AND TEMPER © HV 3/8"0-16 ACETAL © HV 1/4" 0-20 AI5I 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A . . INSTALLATION WILL IRE A 7/ • HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q r ILLED AT TRACKS FOR PR EDMENT QUALIFIED FOR USE W HV BLADE(1� _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 1 1 Iyy.�i 02020 EASTERN METAL SUPPLY, INC. `�1,\ ,C{ /j 02020 lIL7EC0,INC. HV �P� BERTHA HYTM L E C O �N,. . Accordion Shutter System No.44 67 Hv, apnE#1 w/OR w/o Kv W(rDoA BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY -O �y� FLORIDAAssociation, Inc. 1 OLD 17-107. /2/202 DATE: 7/2/2020 z .. STATE F a(/� 6A53 N.W.16( SL,51e 305,\RDwu:(305) 1-153 33te 4268 Westroads Drive '2 O •, F Prone:(3D5)87t-1530.Fm :(305)871-1531 DRAWING No •� `�� 00�671BI.aem West Palm Beach, FL 33407 s 4. 20-164 ZONAL 1P��EG`SEAL/SIGNATURE/DATE w�0^u 8 4416LLIT Jr. E 5 SHEET 6 3 OF 20 I III SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 41— 3/8 ( 12'TOIBLADE T PCE O 40 3 I f �625' HV BLADE 1I �0E 1A ..1B75'T 1 HV BLADE 1A J j 3 � \ W WINDOW BLADE 0625' w�ON x-z •0625� .0625' ® I 's0 OPENIN r.1675" Y IQ4UG0.P HV LONG RECESSED NYLON BUSHING } �zY �, � .0625 39� I i F tt a mP) \ 0.0625 I ® HV SHORT RECESSED NYLON BUSHING Iif a itu jJ 0ao I R7.75 / ,�a I i FIAT B RBON_ iEM R ,! 3750' ® HV NYLON HAT WASHER �I�I 0 OR ® ,I �N / ® HV WHEEL CARRIAGE AISI 302-303 SERIES I lY w_qq 2 7/8'L1W:® ' �/o267sa* J X Liv 0.870"x3/16" THICK NYLON WHEEL 3 1 I "' 1 Nv WINDOW n J 0.188"0"AISI 302 SERIES S.S. RIVETS -I - "'1 1 315-0 CLEAR 03. SEPARATION 3,7500• BETWEEN .0625 JAI...0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD* EXTERIOR �— oBPENNINcs 5 3/4" �FCDON _ I� 47� `oa I ON C NTERS�a .7500' 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * +— 4111 �.@ o I o ! - z aDR�e TAB ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _ f itCLr AR TYPICAL' HV WINDOW BLADE IAA AND I: I POLYCARBONATE HV WINDOW DETAIL OR ® /--® or @3 N.T.S. 1 _ (SEE NOTE FOR I l l I I I I. REpuRtEMENTS) i O OR ® I *POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 i BAYER MAKROLON 3103 POLYCARBONATE 72-Mlrt cLEA Cr.L RESINS, UV-STABILIZED GRADE OR SABIC * v I IN " x I TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN i V `` ' I (SEE NOTE "F" ON SHEET 19). Ili 1QOR ® ill (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR AWE I �_ ® l BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i POLYCARBONATE SOURCES FOR HV t BLADE. i ' EXTERIOR RESULT 11CAL SHUTTER ASSEMBLY „ P e 6 ,„ , II''' 'NV PIN 42 OR�43 AT I R6FAETiC£ �'��° mMYr,� (2) HV PIN @ MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BLADE'S KNUCKLE. : EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 oOa24'l - r �i: SPexTc 4AAH ASTM m9z ODa®/� ow3 n/� (SEE NOTE L BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. ar 3 FOR REQUIREMENTS) Tracer AT YESD S ASTM 063e 9AOO-1 9,500 w. TREtx:TN I TIffilGD,FLO—L S YIELD ASTM D790 1'-5 R.J. 13,400 R.ei. (3) HV PIN ®OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER z > I I i FUYURAL MODULUS AM D700 340.000 W. 345.000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B� e . B SHEET OO 1 i Ncr w¢00 AM D25e le rr-./I. n rr-.& TTar+rmc,� WHEEL CARRIAGE DETAIL SMO.E DENS" ASTM 0280 47.2 s w.5■MAz N.T.S. ' ASSEMBLY LAYOUT RATE Or BU;mG ASIM 0835 C-1 CLASS C-1 CLASS •,S. . SELF IGNMCM /SIN 01928 1040 T 960'F NTd41®J0: ASTU 0155 TMSLE SMOZIH AOTFR t!_ATNEAWC ASRI 639 I 9302 W. e940 pet. Cl) HV BLADE SOLID & QA' HV WINDOW BLADE DETAILS iFN5LLE 5TR656EFO EYFAN aVG ASTM 639 6451 pv 8C80 pa N.T.S. FLORIUA BUILDING CODE(Hon.High Velocity. Hurricane Zone' Ill III' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. y f„!!, BERTHA HVTM A S Accordion Shutt er System mA■ HV. 9ADE#1 W/OR W/O H.V.WI M BLADE Shutter SYStETSry,No DESCRIPTION DATE DRAWN BY: MPN0.44 $ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 - /2/202 LATE: 7/2/2020 - A4 •- N.W.JBI( St,51w M.V-GffMF. G(305).FIDRL'U 3316 _STATE 4268 WestrOads Drive 2 _ DRAWING No 'Ot Pn006:(305)871-153t _F.:(JOS)971-1531 e-m60:10:0067 9l.com West Palm Beach, FL 33407 s 20-1 64 ���'0 ' '��OAI P WALTEa a nLNIa,.P.e '��FLSS'•• \ .� FLORIDA UG.g 44167 s SHEET 'sir /ONAL A,S�AL/SIGNATURE/DATE 6 OF 20 nunN ' B ° 0 �• Y N 3 T ° IIr "�•® *NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION i1: ONE HV LOCK 20 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BVW . <2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS�T ANY ELEVATION. HV LOCK or ^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 6 OR 1 ( CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG Fl.AT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 05 aQ. 5 L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16°`20••1 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR�0 SHALL BE AS INDICATED ON NOTE (1)ABOVE. v / LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB� 3• 12 IS USE7)W/TWO HIM LOCKS): LOCKING RODS ARE NOT REQUIRED AT_. URRICANE POSITION, BUT MAY ° 04 5 Rg C0 CR 4 /�''4'°'�' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 50 OR AN ALTERNATIVE DEVICE v / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). •f/ v ' 4. MANDATORY CONDITION /2: ONE HV LOCK Q• ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN '°__T AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS o NDc-Hve ! AT TOP & BOOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �II�I ° L1'q3ag8 5 OR 22,ONE ALTERNATE HV LOCK 26 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT s�3 � OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/400-20x3/4'ALUM. J t x 9 ND°- o RNNUT AS SHOWN ON SECTION HVE;SHEET 8. ONE LOCK SFiALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO I J CCaBS LOCKS AT 1/3 OF SHUTTER SPAN. ►WJDT CONDITION f3 FOR KEYSTONE LIOUN7MG INSTALLATIONS, ONE HV LOCK @ or®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE END - l-, MS. LOCA71ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNEC11ON 1 1 - OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. OL7AIL5 ON D F E N 1 J K L N 1 f p SHEETS 10& 11 HEIGHT. FULL 11 —�s's.' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 .SECOND ALTERNATE TO MANDATORY CONDITION 01 VAUD ONLY FOR FIV-r LOC�db,OD CENTERMATES 0 AND - �M"'M M0M ` CENTERMATE �ONE ALTERNATE FIV'T'LOCK®MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©°R®�'©„�'�,,•�1p1®�tG •O� INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK R( Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10 aR 3 e l ov 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" ^ WINGNUT OR W/ 1/4'0-20x1'S.S.M.S.INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED.AT MIDSPAN OR 12" ©•V'©°R„�©��'O °'° MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATOR(. - �I3 .®��s•®°"t s•®s.x0. *NOTES .ON HD LOCKS & CENTERMATES: I. HD LOCK(3a W(HD CENTERMATES(31 OR(32 W/(33 :ONE ALTERNATE HO LOCK G MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION FN LOCKS/2�OR(2`�FOR ANY SPAN AND INSTALLAT ONS AT ANY ELE TO®NATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR RONFORCEMENTINSERTIgE LOCK.0 AS SHOWN CON SECTIONS HDB OF HD LOCK AND HDC-HVC,3SHEET 10.BLOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II lIl 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM P T - S A Accordion Shutter System �. \CEN :�� I L E C O TN,. I. . . I. y _ H.v. MADE#t w/OR w/o Kv.v�NDrNv eu,DE No.441 — American Shutter Systems V•N DESCRIPRON DATE DRAWN BY: M.P TILLIT.TESTING & ENGINEERING COMPANY Association. Inc. I OLD 17-107 7/2/2020 DATE: 7/2/2020 Tr 6353 N.W.awn.SI.•St..30.WMLA DARDam nDR1DA 331e STATED Phone:(305)871-1330.F..:(WS)871-1531 4263 Westroods Drive 2 DRAWING No ` .-..6:uuo..Cool— West Polm Beach, FL 33407 3 / �`'' �ORIO••.•• WALTER A TI0LUT 6719 J,P.E. 4 20 -1 64 �``�EAL/SIGNATURE/DATE FLORIDA u..p 44167 6 SHS�OF 20 ONCRETE ANCHORS PWRED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLDCK . CONCRETE CONCRETE SHEET 13) - REQUIRED CONCRETE ANCHORS 1M/ACHINE SCREWS B.S. REWIRED REQUIRED I J CONCRETE 4ORS 17 18 �/Jl��tOR E(5EE MOUNnNG ON DW 7) r(SEE SCHEDULE ON W/ 1/4'-20 (SEE SCHEDULE SHEET 13) O `-� ® SHEET 13) NU15® 1V O.C. 1'_ J 1' 1 2 oa 4 / Min.' 1/4.0-2ox3/4'Ss. / Itin. .,U/2- E. EO. -EO� �MINESCR EO EO- USING 1/4'-20 NUTS / 19r2� _ r ® 12'O.C. 1/.Di - 50•Max. _ �(I —13 oR 15 -- � O3oat5I I I .250'MaY. I I Mo.•E. OPTIONAL1 I j / i OPTIONAL 1 i ti ON SHEEr sEELAX N� i 1 R ®� i ' ' EXISTING MIN. SEPARATION TO CUSS I _ 19 II r(SEE SCHEDULE ON SHEET 11) EXISTING my® , I MIN. SEPARATION TO GLASS I I 1 CLASS 1 ',� `.._ (SEE SCHEDULE ON SHEET It) I ExisnNG i I s— (I Ell ©HV WALL HEADER INSTALLATION �A A HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISTING. `1I i MIN.SEPARATION TO GLASS I� class — E10sRNc-j—(SEE SCHEDULE ON SHEET 11)-- 1 70 (SEE 1 I I I R ®' 1 MW.SEPARATION TO GLASS ; ` GLASS a s+Fa 4.- i(SEE SCHEDULE ON SHEET 11)- I i a� to� I aAos e p ; ExIST GL,:G ( / oPnoNAL class— + i i i 1/4•J 1/4'Ma•. E E.D! �I/•/i CE J7/2' ��_. __ 19 ED- EO' t/�L�/ , 13 a 1© j 1,� / ---- 12 OR 14 /r--'- 1/4'0-20a3/C S.S. / , Min. / / ED PHIWPS TRUSS HEAD '/ 1/4"0-20il/4-S.S.PHIWPS Q�18 MACHINE SCREWS USING 1 CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS / 1' 1/4--20 NUTS® I D.C. (SEE SCHEDULE ON W/1/4--20 NUTS® 12•D.C. (SEE SCHEDULE ON SHEET 13) �/ Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK `� J ftEQUIREO ` WALL REQUIRED OD HV WALL SILL INSTALLATION �sc EDUULE oN POURED CONCRETE SHEET 14) (�)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS INSTALLATION DETAILS V/ 1-SEE HV SHEET 4 FOR TYPICAL SHUTTER i E.D.-EDGE DISTANCE ASSEMBLY ♦SEE LIMMAMONS OF USE FOR ill BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�ON SHEEP 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ®2020 EASTERN METAL SUPPLY, INC. 02020 TLTEW.INC. BERTHA HV TIA �%CEN A S S A Accordion Shutter System ■ ■ ■ IiV. RADE#1 W RV.WINDUN BADE 3 N0.441 7 - — American Shutter Systems EV,N. DESCRIPTION W/ODATC DRAWN 9Y: MP *t 7t TILLIT TESTING & ENGINEERING COMPANY ;fir Association. Inc. , OLD n—la7 /2/20'DATE: 7/2/2020 6366 N.W.361h.R.S1e.30.VMM GWDa1S,FLMDA 3316 STATE 0 Phone:(305)B71-1530.Fe::(305)871-1531 4268 Westroods Drive 2 DRAWING No ' n - 9:411e000cELcom West Palm Beach• FL 33407 3 20-1 64 CA-'���'O�n�•D•F�OR(O WALTER ADTILLITi J,P.E 4 . %�,S�0NAL 1�V�?r``S`EAL/SIGNATURE/DATE FLORIDA uE.y 4a1s7 6 SHEET OF 20 POURED CONCRETE ANCHORS- I 1Np1N H t I y i CONCRETE (SEE SCHEDULE ON SHEET 13) I m O CLAM ON t I I 1 OR ® pQSnNG i I 1 i.°WT CLASS i O REQUIRED _ EDGE OF '�I I FOR 9AOE(2% GLASS--I I I(SEE SCHHEEDULE ON-R - 11) SLAB IF I ON 5,W IB FOR NN.STPNunOv APPUCABEE EXIT IN r(S¢9� AL7ERNATE� EXLSiING� �/ ANCHOR I LOCATION i i I I I N GLASS 4•HEX V/ASHER HEAD i I I i I I I 1 1 13 oR 1$ 3/8 YEN. �TIX Q10x3/SCREWS® 12`O.C. EDGE OF ]/e CONCRETE ANCHORS _ ,il' 8 //. , SLABIF (SEE SCHEDULE ON SHEET 13) .. EQ E /I APPLICABLE // I EDGE-OF E G1A55--i i I I I�Lj EDGE OF—V�x ), l /1 I '/ / / SLAB IF SLAB.I �/2 -1 ' EDGE OF APPLICABLE5010ROIQN APPLICABLE . O. SLAB IF i TO aAS(SIF / APPLICABLE POURED F. D. POURED FLAT HEAD CONCRETE ANCHORS 11 FOCE CN 9tcr I / / J _ CONCRETE CONCRETE (SEE SCHEDULE ON SHEET 14 -I tt SH 938E OTAVO uI * POURED FLAT HEAD CONCRETE'ANCHORS REQUIRED' ) ON 9NEFT 19 FOR II I ---G DR CONCRETE I TRENCH INSTALLATION 9latS Ql dH® !I I REQUIRED •—E. D. - D.t (SEE SCHEDULE ON SHEET,14) - 1111 VALID ONLY FOR UP TD +70, -75 PSF AS.D. Q HV. FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER V.HV CEILING_INSTALLATION SCHEDULE g3, SHEET 11, EXSTWG UX so-. I -^ - I �.smAsucN I I - CONCRETE ANCHORS _C�"-i P)COSS ' OO A I .(SEE SCHEDULE ON —0 Il) I O tstE s NCAac I T ... -V- -ryr� SHEET 15 1/4•0 my S=D(TAxQf W/ smIxt E)ISTING 1 i - EXISTING ' _ t 1 1� E%ISRNG ADv3ACID 7Hr�POWERS . -•I. TL7]BNOLOCI'OR t/4'0 IYAfIIS GLASS—i e I GL155 J NON.SFTAGTCN ro G..S t G1A55---I I FASIORiG ZAPPER+ANCHORS W/ ' ;(SR SNprm1AE ON StRLf 1t) I 1 J �R-JPyWBxN ro N 1 3/4'INN.6/OFDIFM O 6' lrWX. 1 O ifi - i iN I i I (SEE SQTWAE GN SHEy 11) I t O.C.FOR UP To G'-e SPAN AM - 1 4-O.C.FOR SPANS URGER THAN. j, 6-T T 70 8'-0•t4AY APPLY I 1NAX. 11 1 SFAfANT AT EIfILY FASTENER HEAD ' L 9 r1' I (TAP.)(SEE NOTE Tt CN 5)GET 11 ^j OR 15 D-4_ /10x 4'HETf s. FOR.UwTAt1 3 8 . I I '`u• _ // .1WAS14M HEAD i i 'TEK SCREWS I CONE.SFAfANF— _jam .1 t MAX $14x3/4` HEX MEAD�-J/p1 i 1 3/B' ® 12'O.C. j - TEK SCREWS®9`O C I 3 I L / OR 1/4'0-20 S.S.M,S. - CONCRETE ANCHORS '- — .f-O �4 B14x3/4'S.D.S. - / i i i i 1/4' - R ; _t/4'p-2os3/C 55 Y5 W/NUT®9"O.C. N (SEC SCHEDULE ON 1�l)' ®9`O.C. 1. _ _ M°x. `,.�: .(�. .,�.•:^� o N2'O.C.c 2O NVTS I SHEET 14) . E)UMG NON STRUCTURAL EDGE OF' 17 OR 18 y/2•I $ 1. L 17 R 18 -1'�,. t_j2 DE DMIN. )7mY(DECORATIVE `SLAB IF j14xJ/4"F.H.S.D.S. MIN POLANm Co, 1 7/8` 1 7/8` ` APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) LLL..ILLJJIJIJ �®9`O.C. REQUIRED N // D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 , SEE NOTE 13(b) - - - '£D. -OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK oPnaNa POURED REQUIRED QM KEYSTONE MOUNTING INSTALLATION CONCRETE OK HV=WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION uU IYUN ASA.OES!CN PRESSURE:+e};72 pt/ REQUIRED - - uAIIPAuN 9(IIREJR SPAN 8'-0' Q HV RAINGUARD INSTALLATION t ) : NOTE FOR COtABINARON OF SECTIONS: t 'r THIS INSTALLATION SHALL BE E.D.- EDGE DISTANCE REMOVA WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRABLE NJACENTTCE AN OPERABLE EXIT ®ONSEE SHEET 9 FOR ' ASSEMBLY .INSTALLATION DETAILS W/ O HV -BLADE P-MOUNTING ECTIONS CAN BE COMBINED - _. - IN_AN1'WAY TQS surr ANY INsrAIJAnoN.- _ - FLORIDA BUDDING CODE(Non High Velocity Hurricane Zone' 02020 1RTECo.INC. (02020 EASTERN METAL SUPPLY, INC. BERTHA.HVTM, F : _ A S S ccordion Shutter System L E C O NC. ■ H.V..V. MADE#1 W/OR W/0 RV.WINDOW MADE No.44 67 American Shutter Systems TIWT'TESTING & ENGINEERING COMPANY y EY_-N DESCRIPTION DATE DRAWN BY. -u.P `"O•• STATE r = 63Fb KW.381h St-Ste.305.VIRGINIA MRI)7'S,FUDRIDA 3316 -Association, Inc. , OLD 17-107 � /2/z02 D0.TE: 7/2/20z0 . Z 9•. Ph.-:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No %-.O •• F p-ro R:Dlt«oo°pl.c°tn West Palm Beach. FL 33407 3 ,'O6 ..ZORI °CA-000671W 20-164 ��t WALTER A TILT Jr.P.E. .. 4 /ONAL `.•`` FLORIDA U°.(44167 S SHEET' F'nTp � SEAL/SIGNATURE/DATE e 7 OF 20 SEE END WALL CON ECTION DETAILSSEE NOTES ON LOCKING RODS 7© HV LOCKS®or© oUT 9D f IN INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 5. —EXISTING GLASS BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE Wj HV CENTERMATES CENTERMATES APPUCATK)N WRH BLADE(D I . `©°A��©'�Q ©�®° I CONNECTION OR EXISTING GLASS AETAI S QN.SHEETS10 I 2'YY><1/8'x0•-2 I ©+©°fl O•©ofl 19•Q 3 1/4' 7' 8 1/2• 7' (6DB3—TB ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON ,/2' ®+® ANCHORS TO CONCRETE I - CENTERMATES (TOP/80Ttt1M)k- �IOx3/4•S.M.S.® 1z• CENTERMATES MIN.SEPARATION (4)1 OxI/2'S.M.S.TO TUBE - O.C.FULL LE 12" W/ HV LOCK 4 or IYS) Wf HV LOCK N o �ZS�` To CLASS (SEE SCHEDULE AT EAGH AN I?YP) 3 5 Ste`/7 ON SHEET 11) / • ED 1 ------------ — — -- ----- --=-;- -- ----- --- -- ----- --- ------- U* :5 2 QO - -- ��®.R©•07 °^®�l0.>3� 1� a- ® OUTIC ® � HVA HVB �°P®oR©•OaR®a l d•13 0^ H POURED CONCRETE OR IXISTING CLASS HV r BLOCK WALL CONCRETE R�OUREO EXISTING �«©ow0,®oa0«®,fl I SYMMETRICAL lJ`.�7 '��� �'®"' .7 I—GLASS 8 g�, y. 3«�1 s• 5. �Ewsnrlc CENTERMATES 6• I N 5, MIN TO GLASS �STON r� 1. ' )L++ _ _�D.o _o o_ o o .o ®�o.®�®+o� -- GLASS b * (SEE SCHEDULE l OPHOMAL 8 8 oA 9+ ofl 19+ 5 ) 1 ©+® * W/—yV LOCK 6 (INTERIOR) O'O Q © O � ON SHEET 11 \ MIN.SEPARATION TO GLAS J --- (SEE SGFImSULE --�j- ON SHEET 11) _ (INTERIOR) ',. _ ❑ —.------_ O UT _ —CONCRETE! ,. 1 •� '� lANCHORS a I / ----- --- ----C- * IESi' �� 1fi•O.C. 3 VARIES fi 1/2'MAX.SLACK OUT \2U5 (EXTERIOR) HVE HVF** • HVD - FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zane zC% 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA H Y TM Accordion Shutter System No.44 67 d•' E 0 �Nc. ■S■ ■ ■ H,V. SADE p1 W/OR W/O KV WINDOW MME TILLR TESTING & ENGINEERING COMPANY American Shutter Systems EV•N DESCRIPTION DATE DRAWN BY: MR STATE F Association. Inc. I OLD 17-107 /2/2O DATE 7/z/zozo /y� ry 6]55 N.W.J6U.SL,Stc.JOS.WiGINIA GOROENS,FLORIDA JJ76 4268 WestYoads Drive 2 $ •. '.. ` Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No o�•. F�pR� TA .-.oil:a1L=row=L==m West Polm Beoch, FL 33407 3 4 C CA-0008719 .KA1 L���N SEAL/SIGNATURE/DATE W'T°R°"u�8 aalsiE 6-. SHB�OF 20 ALTERNATE INSTALLATION W HV "T" LOC 0 V MALE/FEMALE "T" LOCKS CENTERMATES _8 29 & \ LOCKERS (21 Wj n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE OUT IN !Z,aa5nNO GLASS MADE�SLACK DETAIL HVF,INDICATED ON sHEEr 8. Wj HD CENTERMATES. ® O O �I- O ®� AS WELL AN U SHL FLOATING MADE®Ea.L HDD-w. THIS SHEET.UAY DE USEDW ALENOeTCAOUTmOoEruL HVG SHOWN IN THIS sHEA SEE END WALL CONNECTION L 10•®"'©•®O1®•®" DETAILS ON SHEETS0/ 10"R 1s ©•(Z-)•©a0•0•®aa P•xz•,1/e�o•-z v.J � ®•©m O9•®m t®•® . (fiDfi]-T6 AH.OT)AWY. I , .35.# 35 ANGLE w/(1)I/sY VFCON , y„• al� ANCH 0 CONCRETE (OPf10N4L) E)qJ-I �OPIIOIW) (a)Ylo•V2•SAES.To TusE I /Lou/1•s.YSO v- ------------4---- ---- ---------- AT EACH ANCIE.(D'P) d 3 L-' C.EVIL LFHeM. * I N ()H.V. I N (1)H.V. 1 YNros aN 53 30 HV "T" PINS ]Ace, '!aH• PINS(TYP.) / ]s •� ))/ LOCK (INSIDE) 1 — — — — ----------- n -1 I_ 5 OUT 31 oR� 3 31 DR 32 31 oR©2 J 31 OR 32 * 2 -1/4" 0-20 x 1 1/2" S.S.M.S. 4 .35 (OPTIONAL) SEE NOTES FOR w LocN�, W/ 7/g"� x 3/32" WINGNUT. (OPTIONAL)HDB—HVB OUT HDC—HVC 7 LOCK.ON SHEET 5. >t ® SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 2 W/ LOCK (EXTERIOR) W/ LOCK (INTERIOR) t SUMS 9444 ALLAONUM HVG* (202/-T3 ALLOY)LARGE FLANGE THIN //®®,��� ®a©•O7 avOu 10•©w AS MANUFACTURED W AVDEL CHERRY � •®a0.0 a TEIGORN,PARSPPENY,NEW JERSEY ©- •©"'©•(Y)•®O' 07031 OR EQUAL •®a 0.♦DaO•®a 6•®a O•®p0•mq®•® SEE NOTES ON LOMONG RODS &RD®UDCHS ON SHEET 3 1 **UWIVOAL FLOATPC MANG Ma HDO-H 6 V.D FOR ALL @lfE7✓11AIF5 APPTIWXINS MN11 BlIDEO HDD—HVDss FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ` ��1111111tUC aIJ /''/' 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM I L E C'O INC. A.�■S■A. Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V.WINDOW BLADE No.44117 _ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y REV.H. DESCRIPTION DATE DRAWN ltt: M.P •/r: '* �-'W 20 Association, Inc. -1 OLD 17-107 /2/202 OATG Y/2/2020 '_ 'N.W.38N.SL,ste.303,VIRWNU OOHDENS,"A 3318 i o'•, STATE Pnone:(3as)e71-1530.Fax:(SOs)871-1531 4268 Westroads Drive 2 DRAWING No e-maD:GltOcoaaol.corn West Palm Beach, FL 33407 s CA-0006719 20��64 ��. . V\` WALTER A.TILLR Jr.P.E. 1 , _ ONA A SEAL/SIGNATURE/DATE FLORIDA Lic p a1167 6 SHE 9 OF 20 I POURED CONCRETE OURED CONCRETE ��— POURED CONCRETE AL POOR URED CONCRETE CONCRETE ..�J/�� —O �/ REQUIRED BLOCK WALL / BLOCK WALL REQUIRED ''�/—�/ BLOCK WALL REQUIRED T __ ' BLOCK CONCRETE / BLOCK WALL REQUIRED / �IXISTING G1A5--5`` EXISTING GLASS % — �CONCREIE ANCHOR - EXISTING GLASS L7 7/ T —�7 C 2'MIN./ EXISTING GLASS \\ O 16'O.C.} _1 / MIN.SEPARATION ���JJI T—..f7 1 A _ S 2"MIN. r J TO SEPARATION t / — MIN.SEPARATION SCHEDULE ON SHEET Y MIN.SEPARATION MIN.SEPARATION ED/I I-7 EQ TO CLASS(SEE / / 11 FOR BLADE(oAND TO�(� i I ( J TO(LASS(SEE SCHEDULE ON SHEET 1/16"x3'MAX. CN SHEET 19 FOR 11 FOR BLADE 0. (fi063-T6)CO.. BLADES Q� / / ���19 F� 1/2, I 1 / if FOR SCHEDULE ,.O SHEET (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER. _ / N SHEET 19 EITHER SIDE�� BLADB m& PLATE (LOCATE 1/2 �& jam' BLADES�&0 O AT EITHER SIDE MIN. 1 OF I �•USE 1'OR 2'MAX. 1/2"MIN. OF(D) �� �- ___—_ gpPLICABLE)x2"xl/8"x0'-2' I �tOx1/2"S.M.S.—/ I UMINUM CLIP ANGLE }riOx1/2"S.M.S_/ _—_--_J 0 16'O.C. I/ _—_—_i / ( 63-T6 ALLOY)AT MIDHEIGHTj® 16"O:C. ( J (^d)._/n' (,) yloxt/2's.M.S.To®& J`]\ V (1 1 1` TAPCONS to TO/' WAL AT 1'O.C. (LOCATE AT JJJ rJ �� SEE DETAIL X F O OR\0311�� EITH SIDE OF®) O OR SIDE CONNECTIOR ®� SEE OETAII E FOR OR ® TO TRACKSCTIO O ®mO.O7 a B 10•®w SIDE CONNECTION a®m©.O7 a BQw©O.®m SEE DETAIL E FO. �} J 6 all.• 7 w 8 10•®w TO TRACKS // m m 6 7 as 6 10•®w g,®a®•@-0.Ow SIDE CTO�TRACKS 10 p®m©•�©•®a 10m®m©'�w©'®m 1 10•®m©',�"'©•©m 6.O.©°'©•7O•®"' ©•O7 • END CONNECTION DETAIL T END CONNECTION DETAIL 20 CONNE ON' DETAIL END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' �--POURED CONCRETE AL _ - ————— /—IXISiING GLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED L / GLASS 4 L �,0 1/2'S.M. I D / ( ® 16' C. Y 'y-------> -- -=-- ISO � � %. TO LASS SEE � MN.SEPARATION � .� /'• 1 SCHEDULEONSHEET BLADE CONIC 1/2'MIN. TO CLASS(� -HEDLLE ON SHEET ___________ �______.. ____ 6 OR 8 R� OR / ON SHEET 19 FOR ANCHOR®� \ 1-'1 11 FOR BLADE(DAND 4 __ QOROOR(9OR(o J CONCRETE / ��'i& 12'0% \ / �� 5 BLADES 0&� -___6_ ____ OR© ANCHOR ® 16' E / O.C. =1— 1/2'MIN. 11 u 1 _i 2'VAIN. _ _ 2"IMI/N/// 2"MIN.% ♦S�LIM ATIONS OF USE FOR VIEW Y 1" 5 �I / �OR ®� BLADE(DON SHEET 19 @OR OR(qOR@OR� j�/ �N DETAIL X L POURED CONCRETE OR OR ® �w 6. 7 w 8 10• ®a®m©.0m®m10•®m O O O=O ®m END INSTALLATION CONCRETE BLOCK WALL 10•®"'©•®m©•®°' REQUIRED `\\\ 10'®w©•®w©•®a ©•O'©w©•O'®m HV BLADE OR I HV WINDOW BLADE INTO `©•O•©a©•O•®m ®.®w©.®w6O•®a ®•®m©.®mp.®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q p•®m®•®a0.®m0•®END CONNECTION DETAIL© O ®a®•®pp FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, -wig ` i 11 I - 02020 EASTERN METAL SUPPLY,INC. 1D.• (•}Wy,'i'' 02020 TILTECO.INC. /� ` /y■�■S■Q■ BERTHA ter TM Accordion Shutter System No.44 67CQ�_,_ H.V. BADE g1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ry,N DESCRIPRDN - DATE DRAWN BY: M.P Association. Inc. I OLD 17-107 /2/z0z GTe 7/2/2020 o' STATELDF / W%N.W.J:( 81..Sta.131M53 .FG G 3055E1-153JJ78• 426E Westroods Drive 2�`\ Phone:(3D5)871-1530.Fax (3D5J871-1571 DRAWING No O, •. F..... a mail: CD050aal.wmWest PQIm Beach, FL 33407 J n6A "''''Y7S0NA1��SEAL/SIGNATURE/DATE �A Uc 8 44167E e SHEEP 6 10 OF 20 SCHEDULE #1 SCHEDULE Jig SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" r (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS NsrALlanoN LEGEND NOTES: CENTERMATES.® &®or Q9 or INSTALLATIONS W/ 1 W/ ONE H.V. LOCK ® or ® or or & ® W & W/ ONE HV LOCKS CMANSORYONCRETE & WOOD pOSTTIVEFIAS.IDUDE5IGNWRESSUREABLE NRATING.FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "r" W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P. O, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) RODS MOUNTING F. K & L R, S. &V. BOTTOM (SEE NOTES t,tt) (VAUD FOR MOUNTING( (2) PROCEDURE TO DETERMINE'MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H, I, 11, U T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING ASLM DESCN A4n DES I T REINS wM DDMMGN INSTALLATIONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRrssm[ DETERMINE MAXIMUM SPAN -L+"FROM SCHEDULE RATWG RATING RA11NG RDOR/CEILING MOUNTING MOUNTING & GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (pR �'D'1') FLOOR/CEILING MOUNTING (P.aIJ OR (+OR-) (+OR-) I.DR-) FLOOR ALL MOUNRNG � DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L i (ft) L-(9) L+ W L-(4) L i (tU L-(fl) L t (fQ L-(ft) 0 MAMMUM SHUTTER SPAN 'L+'OR -L--FOR 30 OR LE 16'-0', 16'-D' I6'-0" 16'-0' 30. 16'-0' 16'-0' 30 16,-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15-2' i6'-0' 35 14'-10' 14'-10" JS 15'-2" 16'-10" 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+"AND L 40 13'-10" 13'-10' 14'-2" 15'-2' 40 13•-IW 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM.SPAN FOR 45_ 13'-1' 13--1' 13'-4' _14'-3' 45 13'-1" 13'-1' <5 13'-4` 14'-3" _ 'r HV CORNER CENiERMATE.d3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B" 13'-7" 50 12'-5' 12'-5' 50 12'-3' 13,-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10" 12'-1' 12'-11' 55 11'-10" IV-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-a• 11'-4' 11'-7" 12'-4' 60 11'-4' I1'-4' 60 10'-2" i0'-71" NOTE#5,SHEET 5. RATING: 65- 10'-10' 10'-10' 11'-1' 11'-11" b5 10'-10" 10'-10' 65 9'-5' 10'-i" DETERMINE: 70 10'-6' 10'-6" 10'-9' 11'-5' 70 10,-6' f0'-6' 70 W-9' 9-4' L1+= MAX. SPAN FOR FLOGALL FLOOR/MOUNTCEILING MOUNTING INSTALLATIONS. Li = MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" -10'-4' 11'-1' 75 10'-1' 10,-1' -75 —B'-9' 1"r EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. - 80 9'-10' 9'-10' 10.-0` 10'-9" 80 W-10' W-10" "L-"AND MAXIMUM A.S.D.DESIGG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9'-9" 10'-5' 85 9'-6' 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9"-3" 9'-5" 10'-1" 90 9'-3" 9'-3" SHALL 13E LIMITED AS FOLLOWS: DETERMINE: 95 W-0' W-9" 9'-2" W-10' 95 9'-0' 8'-9" t- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' 9'-0' 9'-7' 100 8'-9" 'I 8'-4' LIMITED TO +64,-72 p.s.f. AND B'-O"SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEUNG MOUNTING _ y� MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8"-7" 7'-11' 8'-9" 9'-4' 005 8'-7' 7'-I1" 110 W-4' 7'-7' 8'-7- 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2• 7'-3' 8•-4' W-11" 115 8•-2' 7 -3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+", 'L2+", "L1-'AND"L2-" 120 8'-0" 6'-11" 8'-2' 8'-9" 120 1'-0" 6'-11' 125 7'-10" 6'-8" B'-0' 8'-5' 125 7"-10' W-8" ALLL TO ANCHOR SCHEDULE WITH FINAL MAXIMUM O1YABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7'-8' 6'-5" 7'-10' W-1' 130 _ 7'-B' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" W-2• 7'-9" -7'-9" 135 7'-7' 6•-2' WIND ZONE SPACING. 140 7•-5• V-11" 7'-7• 7'-6' 140 7'-5" W-1i' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' V-5' 7'-3" 145 7'-3" 5'-9' TO GLASS 150 7'-2" W-7' 7'-4' 7'-0- ISO 7'-2' _5'-7' 155, 7'-0' 5-5' T-2' 6'-9" 155 7'-0• W-5' 1 THRU 3 1" 160 6'-11' 5'-2' 7'-1' 6'-7" 160 C-11' 1'-2" ' 165 W-10' - 5'-1" 7'-0' 6'-4- 165 6'-1 a' W-1' 170 _ 6'-9' 4'-11" 6'-11' 6'-2' 170 6'-9' 4'-11' 175 6'-7' 4'-9' 6'-9" 6'-0" 175 6'-7` '4'-9" /�� 180 6'-" 4'-6' 6'_8" 5'-10' 18 fi'-6' 4'-6" 1 H V B LA D E 185 .6'-5 6'" 4'-6" -7" 5'-B' 185 fi'-5' 4'-6' 190 6'-4' 4'-5" 6'-6" 3'-6' 190 W-4" 4'-5" 195 6'-3' 4'-3" 6'-5" T-5" 195 6'-3. 4'-3' 200 6'-2' 4'-2' 6'-4'. 5'-7' 200 6'-2" 4'-2" 205 fi'-1' 4'-1' 6'-3" . 5'-1' 205 6•-1" 4'-1" , FLORIDA BUILDING CODE(Non High Velocity Hur�icone Zone' IR Ii 1,111117 C2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. .... ....�!/j'�. BERTHA HVne NS IL E C O iN�. A.S.S■A■ Accordion Shutter System N0. ;I - H.V. �#1 W/OR W/O RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems [y,N DESCRIPTION GATE DRAWN EIY:M1CN. G.. *' � 6353 N.W.36 ENS th.St..St,303,VIRCINA GARD noRIDA 3316 Association, Inc. , OLD 17-107 /2/20 DATE 7/2/2020 "o STA OF � Phone:(305)871-1530.F..:(3D5)871-1531 4268 Westroods Drive z DRAWING No 0 ern"CA-00067G1 W.— West Palm Beach,' FL 33407 3 20-164 '��, s'••••• •••.• C?` WALTER A.TILUT Jr.P.E. q�S/ FLORIDA❑c.#44167 s SHEET ��` ip� ON rp.��1/SIGNATURE/DATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D._DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR GONGRETF ANCHORS SPACING LEGEND POURED CONCRETE (SEE YOUNfD+Cs q e,C,D Ai+O ON S++EEr 6 POURED CONCRETE CONCRETE euccK TAPCON OR VAAMUN A WALL HEADER MOUNTING (A)WALL HEADER MOUNTING ®WALL HEADER MOUNTING D WALL SILL BUNTING D WALL SILL�(OUNRNG C k(,,WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/ W/(i?) W/ ,l MOUNTING THREADFORM TECHNOLOGY (R) ASm o6CN xfi.ONE PRCSIIRE RAT= AM.OTSQN xE&TM1E PRIMSM RATIRO a"D.DMM NM9K WOSSM:FATBY ASO.DESEN NEGONE PARE R/TNO r41 ASD.OMM NEG+7DE PR suRE PAIB10(pu AS.D.DEom I✓ELVM1S PR CMT E RM ALL POINTS SOLID-SET au 140 6D 75 BO 120 160 205 30 401 60 175 90 120 160 205 3D 40 60 75 90 120 160 205 30 40 80 75 90 1201180 os JD 40 fi0 75 90 120 160 205 30 40 80 75 BO 120 180 205 BLUE TAP 14 12 10 9 B 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 e 8 6 6 14 12 10 9 B B 6 14 12 10 9 8 8 6 55 8 B B 8 B B 7 5.y 3'-0` „ 12 10 9 B 8 6 6 14 12 10 B B e 6 6 14 12 10 9 8 8 6 6 14 12 10 B 6 8 6 B 14 12 10 9 B 8 6 6 8 e 8 8 B 9 8 8 TAPPER+ DR 14 12 f0 9 e 6 6 S_ 14 12 f0 9 88 6 8 74 12 10 9 B 8 6 B 14 12 10 B B B 6 3 14 12 10 9 B 8 8 8 B B 8 B 8 B B 6S 14 12 10 9 8 8 6 6 14 12 10 9 B s 6 6 14 12 10 9 e e e 6 14 12 10 D 8 8 8 14 12 10 9 B p 6 6 8 B B B 8 8 8 7 14 12 10 9 B 8 6 / 14 12 10 B e 8 6 6 14 12 10 B 8 8 e B 14 12 10 9 B 7 - 1{ 12 10 '9 8 7 55 - B B 8 8 8 7 5.5 4 4'-0` 14 12 10 B 8 8 6 4 14 12 10 9 8 B 6 6 14 12 10 9 B 8 B 6 14 12 10 B 8 a 5.5 - 14 12 10 9 B B B 8 B 8 8 8 0 B B B I4 12 ID 9 e 8 65 - 14 12 f0 B 8 B 6 4 74 12 ,0 9 B a 6 B 14 12 10 B B 8 - - 14 12 10 9 B B 8 - 6 8 8 B 6 B 65 3 14 12 10 9 8 B 6 4 14 12 10 9 8 p 6 6 14 12 10 9 B B 6 6, 34 12 10 9 9 e 14 12 10 B 8 B 6 e 8 8 8 8 5 7 Ss- 14 12 10 8 B B 45 - 14 12 10 B 8 8 6 3.5 14 12 10 9 B B 6 6 1t 12 10 0 75 - - - 14 ,2 10 0 7.5 1.9 - - e B 8 8 75 55 4 3 * SEE ANCHOR 5'-0` 14 12 10 9 8 a 45 - 1t 72 10 B E a 6 3.5 14 12 10 9 B 8 6 6 14 f2 10 9 8 7 - - 14 12 10 9 8 8 8 - 8 B a B B B B 8 14 12 10 9 B 5S - - 14 12 10 B 9 5 45 - 11 12 10 9 B e 6 5 1{ 12 10 D B S - - 14 12 10 9 8 7 - - B B 8 B B 7 S 4 SPECIFlCAT10NS 14 12 10 B e B 4 - N 12 10 9 8 8 6 JS 14 12 10 9 8 8 8 6 14 12 f0 9 8 - - - 14 12 10 0 8 7S - - 8 p B p 6 7.3 55 4 ON SHEET 13 14 12 10 B B SS J - 14 12 f0 B B 8 45 - 14 12 10 9 B 8 6 6 14 12 BS 7.5 4 - 14 12 95 7.5 E.5 JS - 8 8 8 7.5 d5 4.6 J5 - 6'-0' 14 12 10 B B 55 - - 14 12 10 9 B a 4.5 - 14 12 10 9 B a 6 6 14 12 10 9 B 4 - - 14. 12 t0 9 6 1 4 - B 8 8 9 6 8 8 75 14 12 10 9 8 J - 14 12 70 9 B 8 74 12 10 9 8 8 5.5 3.3 14 12 10 9 4S - __ 14 12 10 9 75 '4 _ B 8 8 B 7.5 55 4 S 14 12 10 D e 5 - 14 12 10 B 0 9 , - 14 12 IO B 8 8 6 5.5 14 12 10 9 5 14 12 ,0 B 8 4S - a 8 e B e B 4.5 14 12 10 B B 4 - - 14 12 10 9 8 8.5 3 - 14 12 10 9 8 B B - 14 12 8 45 - - 14 12 8 5.5 55 - B 6 8 6.5 5.5 4 3 7,-0' 14 72 10 9 8 4 - - 14 12 10 9 p 65 7 14 12 10 9 B e 6 14 12 f0 9 p - - - 14 12 10 9 B 7 - - B 6 8 8 6 8 7.5 8 14 72 10 9 4.5 - - --14 12 10 9 8 4 - - 14 12 10 D 8 7 4 - 14 12 10 55 - - 14 12 10 8 6.5 - _ 8 B e B 6.5 5 3.5 - 14 12 10 H 7S 75 - 1t 12 10 9 6 6 14 12 10 9 B B B 14 12 10 6 _ 14 12 10 85 7 B B B B 7 5 4 14 12 10 -L 5.5 J - 14 12 10 9 8 -9 I- 14 12 10 9 5 p - 14 11 7 - 14 I1 7 5.5 3.5 - B 8 7 5.5 45 JS - 14 12 10 9 5.5 - - - 14 12 10 9 B 4.5 - - 14 ,2 10 9 8 8 - - 14 12 10 7 4 - - - 14 12 10 9 8 3 - - 8 8 8 B B 7.5 1 1 - ♦SEE UVTIONS OF USE FOR 14 ,2 10 5.5 3' - - - 14 12 10 a 6 - - - 11 12 10 9 B S.5- - 14 12 85 ! - - - - 14 12&5 7 4 - - - 8 B 8 7 55 4 J BLADE A ON SHEET 19 14 12 10 9 5 14 12 10 9 8 4 14 12 10 9 B 8 - 14 12 9.5 - - 14 12 9.5 75 AS - 8 B 8 7.1 6 4.5 14 12 10 65 ±5 - - 14 12 10 9 7.5 - 14 12 10 9 B - 1J 9S 4 13 B5 6S 5 - I- 8 B 6.5 5 1 3 14 12 10 65 4 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - 14 12 10 5 - - - - 14. 12 10 1 9 5.5 - - - e a e 8 8 6.5 6 3 14 12 BS 4 - _ - 14 12_10 9 4.5 - - 14 12 10 9 7.5__ - 14 115 4.5 - _ - 14 11.5 75 6 _ B 8 75 B S 4 14 12 10 6 1 14 12 f0 9 7 14 12 10 9 B /4 12 5 - 14 12 B B.5 - 8 6 8 B5 55 4 11 12 9S 5 S5 - - ,4 12 10 9 a5 - - - 14 12 10 9 B 1.5 a5 - - _ - - _ 1.5 a.5 95 - - - - B 0 SS 45 J5 - - - 10'-O` 14 12 9.5 5 3.5 - - - 14 12 f0 9 5.5 - - 14 12 10 9 B - - - 14 12 7 - - - - 14 12 10 75 5 - - B 8 6 B 8 7.5 45 - 14 12 55 ] 14 12 f0 8 ! - 74 12 10. e 8 - /4 10.3 3 - 14 10.5'7 '35 - 14 12 9 45 J _ - 14 12 TO 9 5 - 14- 12 10 9 B - I- 14 11 - 14 11 7.5 - 8 8 7S 6 5 14 12 7 - 14 12 10 - - I4 12 IO - - 05 8 - - - - - - 105 B 5 - - - - e B 5 4 3.5 - - - 14 12 7 - - - - - 14 12 10 - - - - - is 72 to - - - - It 12 5 - - - - - Ia 12 70 - - - - - 8 B 8 8 8 7 3.5 - 11'-0` 14 12 4 - - - - - 74 12 10 - - 14 12 ,D - _ - 25 9.5 - __ - 2.5 BS 6 8 B 6 5 4 3 _ 14 12 6.5 - - 14 12 10 - - _ - 74 12 to - 3.5 10 - - 14 10 7 - - - - - B•• B 7 5.5 4.5 14 12 a5 - - - - - ,4 12 10 - - - - - 14 12 TO - - - - - 9_y 7 - - - - - - 9.9 7 a5 - - - - - 8 .7 4.5 3.5 3 _ - 14 12 a5 - - - - - ,4 12 10 - - - - - 14 12 10 - - - - 14 12 4 - - - - - 14 12 10 - - - - 8 B`8 8 8 6 3 - 12'-0`14 12 3 - - - - - ,4 12 p - - - - - 14 12 10 - - - - - 1.5 8.5 - - - - - - ITS 85 4 - - - - - (/�\� ' A 14 12 5-1- - - - - 14 12 10 - -- - - 14 12 10 - - - - - 2.5 99.5 - - - - - - 135 9.5 4.5 - - - - - HV BLADE OR \ 1/ HV BLADE 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - 9 45 - - - - - - e 85 - - - - - - p pS 4S J.5 S - - - ,4 12 - - - - - - 14 12 - - - - - - 14�12 - -I- - - ,a 12 =_ _ _ __ ,-4 ,2 - __ - _ B f, B B . 45=_ W f (� HV WINDOW BLADE 14 10 - - - - - 14 12 - - - - - - 11 12 - -I- - - I0.5 55 - - t03 8 - - e B 3 4 3S - 14 12 - 14 12 - ---- 14 12 - - 11.5 8- - 1.5 15 - 8 8 SS 4.5 N ,2 = _ _ - 14 112 - _ _ _ _ _ ,1 12 - _ _ _ _ - p 3 - _ _ _ = 1= p 6 - _ _ _ _ = p 6 4 ! - - _ = WORKING I N UNISON 14'-0" 14 12 - - - - - 14 12 - - - - - - 14 12 - _ - - - - 14 9 _ - - _14 12 - - - - - 8 8 8 8 7.5 4 - 1♦ 7 - - - - - 14 12 - - - - - - 14 12 - - - - - - 10 4 - - - - - - 10 7.5 - - - - - - e 7.5 5 4 3 - - - 1/ 115 - 14 12 14 12 0.5 4 a. 8 8 8 5 4 14 _ _ _ _ = 14 2 _ _ _ _ _ - 14 - - - - - _ - 0* _ _ _ _ - - - 0. _ _ _ _ _ _ - 6 55 35 3 - - _ - 1$•-0` 74 _ - - - _ 74 _ _ _ _ - 14 _ __ _ - _ 14 _ _ _ - - _ 14 _ - _ _ _ _ _ B 8 B 7 7 7.3 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 9 - 9 B 7 4.5 3.5 J 14 - --74 - 14 - - 10 - - - - - - 10 - -- - - _ - B 7.6 5 4 - 14 _ - - - - - - 14 _ - - - - - _ 14 _ - - - - - 7 - - - - - - 7 - - - - - _ 7 5.5 16'-0` 14 - - - - - - - 14 - - - _ _ 14 _ - _ _ _ _ _ i4 - - - - - - - 14 _ _ _ _ _ _ _ B 8 a 75 14 - - 14 - 14 - B e B 6.5 4 JS - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 9.5 - - - - - - - 9.5 - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111 III 02020 nLTEfA,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HV,M A■�■S■A■ Accordion Shutter System IL EC® �er�. No.441 Kv aaDE#1 w/OR w/o Itv NANDC7N 6lADE American Shutter stems tv.H. DESCRIP S *; Tp(• TILLIT TESTING k ENGINEERING COMPANY y NON DATE DRAWN BY: MY Kw,S6m.sr.,Ste.!Da vmaNt4 GARDENS.nDwOA mw Association, Inc. I OLD 17-107 7/2/202 DATE' 7/2/2020 o'• STATE P1wne:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 11,�t ORl 9-m9L OI(...C Leer, West Palm Beach, FL 33407 3 DRAWING No ° F� �` 20-164 �''••..... '•,'.�-�r` WALTER A LUT1dr.P.E 4 ;`,E�°SEAL/SIGNATURE/DATE FLORIDA U.y 44167 s SHEET 6 72 OF 20 ANCHOR*MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASS.D.DESIGN NEGURE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCx IMALAMONS (SEE MOUNIWC9 E,G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALT.BE AS FOLLOWS: POURED COfL7ETEfCONGFIM BLOCK 001BLm CONq&IE (A) TO EXISTING POURED CONCRETE:(Min.f'c-3 kAi) MWIMM E@WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFoRM TECHNDLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(AEn.f e 3 kai) SPIN! ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,As DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.F0 m 3 kxQ (1Q SA.DCM NEGITNE Rt MIRE RGXG be)kS.D.DESIGN KGAX PFMRE F.gP& _ SD.OESM REGMNE PRF199ff RAtBM _ - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f c-2 kai) 30 40 60 75 -go 120 160 205 30 40 6D 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHURER SYSTEMS ASSOCIATION,INC. Min.f'e-3 Wti 14 12 10 9 8 B 8 b.5 14 12 10 9 B 8 6 8 14 12 10 9 8 8 6 6 ( ) 3'-0' 14 12 70 9 B 6 6 6 14 12 to 9 e e e 6 1a t2 l0 9 B e 6 6 THREADFORM TECHNOLOGY OR 14 12 10 9 e e B 6 14 12 10 e B 6 6 e 14 12 f0 9 8 8 6 5 ALL POINTS SOLID-SET NOTES: 14 12 10 9 9 8 6 7 14 12 10 9 B 5 6 6 14 12 10 9 8 8 6 6 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 t2 to B 6 7 55 3.5 14 12 t0 9 B e e 6 14 12 t0 9 e B 6 s TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 to 9 6 8 6 e 14 12 10 9 6 8 6 8 14 12 10 9 8 8 6 5.5 4'-0' -- A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SFW1 BE 7/a"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 t0 9 8 e 6 4 N 12 l0 9 B 6 6 4s 14 12 10 9 e 6 4 3S INTO STUCCO SHALL BE PERMITTED. i/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 B B e 4.5 14 12 10 9 6 B 6 5.5 14 12 to 9 B 8 6 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 5.5 ]S - 14 12 10 9 B 8 6 5 14 12 10 9 6 7 5.5 4 ♦SEE uay_r,�TONS OF USE ivn f4 12 10 9 B 5 6 6 14 12 iD e e B 6 S5 14 12 la 9 e e 8 {5 BV,DE bl��19 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5'-0' 14 12 10 9 8 7 4 - 14 12 10 B e 6.5 5 35 14 12 10 8 e5 5 15 3 ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 B 75 45 - 14 12 10 B e e 6 45 14 12 10 9 8 6 4.5 3,75 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 65 4S - - 14 12 10 9 8 7.5 55 4 14 12 10 9 B 6 4.513.5 INSTALLATION INTO ETF4 WITH METAL STUDS SEE SHEET 20. 6'_0 14 L_ 10 9 6 8 B r 14 12 10 B 8 6 6 5 14 12 10 9 B 8S 5 3.5 f4 12 10 9 .5 5.5 3 F 14 12 10 &5 7 Sb / 3 4 12 8 65 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 lD B a a 14 12 70 B e 8.5 5 5.75 /4 12 10 a.s 6 s 4 - ]/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 t2 a 65 55 3 - 14 12 10 9 8 85 45 35 14 t2 10 e 7 5 J.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 L 8 -__ 14 12 to 9 8 7 5 4 14 72 10 9 7.s 55 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. _0• 14 12 10 8 &5 4 _ 14 72 9 73 B 4S 14 toy 7 5.5 45 35 - - t/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWPLT,INC.,M10 DISTRIBUTED BY ALL POINTS SCREW,BOUT&SPECIALTY COMPANY OR ANY 14 12 10 85 7 4 - 14 12 f0 9 73 &5 4 - 1♦ 12 9 7 75 451- - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE ANERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - - 14 12 101 9 75 S,51 4 - 14 12 9 7 e 45 3 - NOTES: I4 12 10 9 8 6.6 - - 14 12 10 B 8 8 4 - 14 72 10 B B.5 5 3_5 8'-0' 14 12 8.5 7 55 3 - - 14 12 9 65 SS 4 s - 25 BS e 5 4 3 - _ 6.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON _ _ - _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5E75 6 - -T- 14 12 9S 8 65 5 14 12 B 6 6.5 4 13 95 6.5 5 3.5 - - - 14 12 10 a 6.5 5 - - 14 12 8 64 5 4 - - B2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 B - - 14 12 12 9 75 451- - 14 12 as 7 55 4 _ - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2'LONG MINIMUM SHOULD ST1=O 14 17S 7.5 6 4 - - - 14 11 7 55 5 35 17 B SS 45 J5 - - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 B 65 {.5 - - 14 12 &5 7 5.5 - 14 16.5 7 5.3 6 45 - IT. 8.5 55 4 - - - - 14 12 9 7 6 14.5 - - 14 11 7 s.5 4.5 3.5 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 I f0 8 75 - 14 12 10 5 8S 5 - 14 12 e 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AN INDICATED ON 10'-0 - _ - - _ _ to 105 7 s 3.5 - - 12 ss 65 5 4 3 - 10 75 5 4 3 - _ NOTES B.1)&6.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 75 55 - -I- 11 11S 9 6 5 4 -1- 25 9.5 6 5 4 4 FOR INSTALLATION INTO IFS WITH METAL STUDS SEE SHEET 20. 0.5 e 5 14 12 a 65 SS 4 13 10 6.5 5 4 3 14 12 70 - - - - - 14 12 9 7 6 4-5 - - t4 105 7 5.54.5 3.5 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 10 7 - - - 14 1 D.5 7 SS l5 5 - - - - - 12 9 6 4.5 . - - 1 3 - - 15 85 55 4 4.5 3.75 - -7 45 .5 3 - 14 D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 10 1 - 14 115 75 8 5 - 12 9 6 45 4 - () 12'-0' 14 12 f0 - - - 14 12 a 65 5.5 - - - 13 f0 8.5 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULF,�OR ANCHORS• 11.5 B5 4.5 - - - - - 11 B 55 4 AS - 8 6 4 3 - - _ - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9.5 5 - - 13 9.5 6.5 5. 4 - - US 8 5 1 4 - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 85 - 112 4.5 - - 11 8.5 55 45 35 - REDUCED SPACING OBTAINED US'NG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE T3'-0' t4 t2 - - - - 115 75 6 5 - - - 12 9 8 44.55 4- -- FACTOR 10.5 B - - - - 75 5 4 3 - - - 75 55 4 3 - - - ACRIAL 25 - - - - - 9 6 45 4 - - - 95 7 5 a - - - EDGE TAPCON TAPCON WRH ADVANCED A11 POINT SOW SET BWE TAP W/CAPTAPPER + 9.5 85 5 - - - - 05 7.6 5 4 - - - - HV BLADE OR DICE1HRFADFORM TECHNOLOGY MIN.SPACING 14'-0'f4 12 - - _ - _ 1" 7 5.5 - __- 71 SS 5.5 1.5 - _ - _ E.D. MIN.SPACING=3" MIN.SPACING 3' MIN.SPACDIG e 3 7/2' L9N.SPAdNG 3' 3 3/4' 407 K5 35 - - - - 7 9 3.5 3 - - - - HV BLADE W POURED CONCRETE& poLRM 1 7E CM=ELM POURED CONCRETE& POURED CONCRETE&Ro1fEDD m, wNa+EreBOaE11.5 8 - - - - - 8 5.5 4.5 - - - 9 6545 - - - - CONCRETE BLOCK MN Ea•3 1/Y IOL ED.•2 1/Z' CMIL M.BLOCK CONCRETE BLOCK LD,L ED.,31/71@LED.•21/Y 7.5 - - - - - - 8. 8 - - - - - 9.s 7 45 - - - - - (1 HV WINDOW 6^i.E0.'3" MPE E0.=31/Y MN Ea•75-0' 11 - - - _ - - 10 es- - - a56 5 --- - BLADE WORKING21/2' i'D 0.81 1.0 0.90 to 07B 10 0.87 1.0 g65 4 - - - - - 6.5 5 3 - -_ - _ 1N UNISON - - B 5 -I- - as e 4 2' 0.71 - 0.51 - 7 1 3/4' - 0.91 - - 0.43 - 14 1 1/2' 0.35 0.35 1 L-19.5- - - - - - - 9.5 7 5 - - - - 6 6 4 f- -- - - ftORIDA BUDDING CODE High velocity Hurricane one ``0111 1IQIIII JIIyII 02020 TILTECD,INC. 02020 EASTERN METAL SUPPLY, INC. `��Y�P���-•."' •<</P�% BERTHA HVTM /T11LEC A Accordion Shutter System No.44 67 ---�- - ® t N c ■ ■ ■ ■ H.V• RA X#1 W/OR W/O ITV.WINDOW BLADE TILUi TESTING & ENGINEERING COMPANY American Shutter Systems REV. DESCRIPTION DATE DRAWN BY: M.P G335 N.W.361n. IN Ste.3 E GIVEVRCNL RINGGARDENS.FLORIDA Y Association, Inc. t OLD 17-107 /2/202 DATE: 7/2 2020 STATE F Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ��••. DRAWING No e-mail:Ult�e 6®191.com West Palm Beach• FL 33407 3 20-164 '''A'"""'ONIA R�E11���`EAL/SIGNATURE/DATE WFLORDA Le A. a 44167E 3 SHEET 6 t3 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GIVEN MAX, SHUTTER SPAN. A.S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRE7E BLOCK INSr l I ATIONS (SEE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK IWOYUY I WAlI(OVER& 11 7RENp1SPAN J f1AINGUARD MOUNTING (E)WALL/FLOOR MOUNTING (K)WALL/WALK OVER MOUNi1NG ANCHORS SPACING l�GEND .___.MOVNTINC (TO ASA__. CON OR DESIGN N014M R55ME RA91G(PO DMGN E LUM FRWIRE RMS(pe A5&DM NEt'M PRMX RATIND D.DESDN ROA1nE P7555I8E RAIIII (pd TAPCON�WTTH ADVANCED 3D 40 60 175 190 120 160 205 30 40 60 175 90 12011601205 30 40 160 75 190 120 160 2O5 30 4D 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 B e 6 6 1 12'12 12 12 1.5 85 6.5 7 7 7 7 7 7 7 &5 5 5 5 5 5 5 5 fi ALL POINTS SOLID-SET 3•-0' 14 t2 10 9 B 6 6 6 12 12 12 12 12 12 8.5 7 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5 5 EFS$14 12 10 9 B B 8 8 12 12 12 12 0.5 B 6 63 7 7 7 7 7 7 7 65 5 3 5 5 3 5 5 5 BLUE TAP 74 12 10 9 8 8 6 6 12 12 12 12 12 10 F3 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 B 8 0 12 12 12 12 13 55 &5 S 7 7 7 7 7 7 55 4 S 3 S 3 5 5 5 a 4,-O' 14 12 10 9 6 8 6 B 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 6 5 5 S 14 12 10 9 8 B B 6 /2 12 12 95 8 6 4.5 &5 7 7 7 7 7 7 6.5 5 5 5' S 5 S S 5 5 14 12 10 6 6 8 6 8 12 12 12 12 12 7.5 5.6 { 7 7 7 7 7 7 7 65 14 t2 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 S 5 5 5 5 3• 4 3 5,-0' 14 12 10 B 8 8 6 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 $ S 5 5 5 S 14 12 10 9 8 8 6 6 12 12 95 73 6 45 33 - ) 7 7 7 7 7 5 3S 6 3 5 5 5 5 3 4 14 12 10 9 8 8 8 6 12 12 12 9.5 8 8 45 - 7 7 7 7 7 7 55 4 5 5 5 5 5 6 5 4 * SEE ANCHOR 14 12 10 9 8 a 6 6 12 12 1.5 9 75 55 4 3 7 7 7 7 7 qS JS - 5 5 5 5 8 4S 3s - SPECIFICATIONS 14 12 10 9 B B 8 6 12 12 12 10 5 6 4.5 J3 7 7 7 1 7 7 7 7 5 5 $ 5 5 S 5 6 _ _ ON SHEET 13 14 12 10 9 B 8 8 8 12 12 5 B 5 4 ]' 7 7 7 7 7 53 4 5 5 5 5 5_ 5 4 3 14 12 10 9 B 8 6.. 6 12 12 10 8 8.5 3 .7$ -_I 7 7 7 7 7 B 4S - 5 5 5 5 B 5 {S 14 12 10 9 B 5 6 0 12 12 10 8 _&S S JS - 7 7 7 65 &S 4 5 3 S 5 5 14 7 7'-0' 14 12 10 9 8 8 6 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 S S 14 12 10 9 B 8 6 6 12 ID 83 9 45 3 7 7 7 7 6S 5 3 5 S S 5 5 S 35 2 14 12 10 9 6 6 6 s 12 t2 AS 7 &5 4 - - 7 7 7 7 7 5 - - s 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70. -75 1+112 10 1 9 1e e a - 12 12 es ) 5.5 { ! - 7 7 7 ss +s 3 - - s s 5 s {5 33 - - P5F A.S.D DESIGN PRESSURE 14 12 10 9 e B 6 - 12 12 O.S 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 9 3 8-0 14 12 10 B 6 8 6 r 12 9_ 6 45 1 3 - - 7 7 7 7 55 4 - - 5 5. 3 3 5 4 J - RATING & FOR SPANS PER u 12 10 9 e a 6 - t2 11 7s e s 7s - 7 7 ) zs 6 as - - 5 5 5 5_6 4s - SCHEDULE 3, SHEET 11 14 12 10 9 B B - 12 1.5 7.5 6 5 3S - 7 7 6.5 5 4 5 5 5 5 1 J 9•-0. U 12 f0 9 B 8 - - 11 12 95 eS 53 a J - 7 7 7 7 7 7 e 3 3 5 5 5 5 5 5 5 14 12 10 9 5 8 O.S B' S 4 J.5 - 7 7 7 e 5 35 - 5 5 5 5 S 4 2 U 12 10 9 8 a - 12 10 83 5 45 - 7 7 7 6.3 53 - 5 5 5- 5 5 4 14 12 10 9 8 5 - - 12 103 7 &5 45 3.5 - - 7 7 55 4.5 S.S - - - 5 B 5 45 S.5 - 10'-0'14 12 10 B 8 8 - - 12 11 B5 e $ J.5 7 7 7 7 43 5 5 5 S I S 5 8 45 14 I2 10 9 0 B - - 9.9 7 43.3.5 3 - - - 7 7 7 55 4.5 - _ I� 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 r 5 5 S 4S 3 14 12 f0 9' B 8 - 12 9.5 6 5 4 J - 1- 7 7 S 4 3 5 S 5 4 ]5 11•-0'14 12 10 9 B 8 - - 12 10 7 &S 45 35 - - 7 7 7 7 7 7 35 - 5 $ 3 S S S 3 '4 14 12 10 9 6 8 - 11 8 . 3.5 ] _ _ _ 7 7 6T4 _ _ 565 5 . 3 - - HV BLADE ONLY 14 12 10 6 e 8 - - 11 8 SS 4 _ - - - ) 7 7 SS 4S - - - 5 5 5 5 4.5 - - 14 12 10 9 8 - - IS 8.5 5.5 4.5 AS 7 7 1.5 1.5 - 5 5 4.5 SS J_ 12,-0.14 12 10 G e - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 J- 5 5 5 3 5 3 4.5 JS la 12 10 9 8 - - B B 1 3 7 7 SS a5 J3 - 5 5 5 4.5 4 3 14 12 10 9 8 - 10 73 5 4 - - - - 7 7 6 5 - _ 5 S 5 5 4 - _ 14 12 10 9 0 - .0.5 B 5 4 33 - _ - 7 85 4S J5 - - - _ 5 3 43 !.3 S - - - 13•-0'14 12 10 9 e - - - t5 BS 6 4.5 55 7 - 7 7 7 7 7 4.5 - - 5 S 5 5 5 5 45 35 14 12 10 9 8 7 35 J.5 J - _7 7 5 4 J 5 5 5 1 3 - 14 12 1D 9 8 - - - 9 7 4.575 - - - 7 7 35 {5 _ - 3 S 5 44.54 - - 14 12 10 9 - 10 7.5 5 4 3. - 7 6 4 3 5 5 4 3 14'-0"14 12 10 9 - - 0.5 6 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 S S 2 4 3 14 12 10 9 - 64 5 3 __ 7 ) 6 SS - 5 5 5 14 12 10 9 - - - - &5 65 4 7 7 S 4 - - - 5 S b 4 --- 14•12 10 - - - - - 9 7 4S J5 3 7 9.5 JS - 5 5 35 J 15'-0'14 12 10 - - - 10 73 S 4 7 7 7 7 7 35 - - 5 S 5 5 S 3 4 J 1{ 12 10 - -- 6 4.5 ] 7 7 4.5 3 5 5 45 3S - 14 12 10 - - - - 8 8 4 - - - - ) 7 5 b fi 6 { - - - 14 12 10- - - B.5 8.5 4 1. 3 7 5S 3.5 - 55 35 - 16•-0'1{ /2 10 - - - - - 9.5S - - - 7 7 7 . 35l412 _ 8 3 7 BS 4 5 5 { 35 - 14 12 10 - - - 7.5 5.5 75 - - - 7 7 4.5 - - - - - 5 5 4.5 - - - - ZLJ FLORIDA BUILDING CODE(Non High Velocity_Hurricane Zone `a11l 111111 I 02020 71LTEC0,INC. m 2020 EASTERN METAL SUPPLY, INC. ��•``P��•,T.t••p•••• T�; BERTHA HVTM , /""� F �IL E C O imc Accordion Shutter System _ No.44167 H.V. RAM�Et w/OR w/o RV.N7NDON BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. M.P �STATE F `j 6355 N.W.35th.St.Sty.30.VIRGINIA GARDENS,nOWON 3316 Association, Inc. , OLD 17-lm /2/20 DATE: 7/2 2020 '9•• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 e-man:BKecocooLcom West Palm Beach, FL 33407 ! DRAWING No a G-0006719%i�7�ss••'•••• •'.•TC e� WALTER A.TILLIT Jr.PE 4 20-'i•64 11/11,QNA; N SEAL/SIGNATURE/DATE FLORIDA U0.It 44167 5 SHEET 6 .14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.9.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE NOUNTINCS ON SHEETS 16&17). aE3 U EE3 c-S-3,TRATE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SD T MI N No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0,36 1/PLYWOOD DX Mu/�MSIN.W/5, MI NORTH FIR SOUTH MIN.Gc=O.so W/ MIN. Gm0.43 W MIN. G=0.36 YA%WVY SPAN IRI WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & x W & x W & x P & O S&V S&V S&V a 79H I71A EE tames MG Gal M DS01I6ATa TESK ON W)IM M REM Rama MIN(FA kM DM VM TREM PADG M ESo.EBa Nana FEW RUK(.0 LEE.M KM RM wK M Its WAK Rama W70 M Sa w ai RrmE lows WX&d)w oL m Hama RM E KK 54 M ow MN:Mw UK 64 30 40 60 75 90 05 30 40 6075 90 05 30 40 60 75 90 105 30 40 60 75 90 05.30 40 6075 90 105 30 40 60 75 90 05 30 40 60 75 90 105 30.40 60 75 90 05,30 40 60 75 90 05 30 40 6075 90 05 •-0.0R LEs512 10I 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 8 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 J 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 _5•-D' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 fi 6 6 5 12 10 10 9 e 7 6 fi fi fi 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0• 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 -3.5 - 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.58.5 7.5 8'-0• 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 f0 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 _ 6 6 5 .5 S 3 6 5 4 - 12 12 12 12 12 12 12 12 12 72 11 9.5 12 12 1.5 9 7.5 .5 9'-D• 12 10 10 5 3.5 - 6 6 55 4.5'3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 6 8 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 10.112 12 12 17 9.5 8.5 12 12 10 8 6.5 5.5 10'-0' 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.59.5 12 112 12 :0 8.5 7.5 12 12 9 7 6 5 11'-0• 12 10. 5.5 - - 6 6 4.5- - 12 10 4.5- - 6 5.5 3.5- - 12 10 - 6_5.5 4 - - - 8 5 - 12 12 12 12 10 8S 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12,-0' 12 10 4.5 - - 16 1 6 4 - - 12 10 1&51- 6 5 3.5- - 12 10 - 6 5 3.5- - 6 5 _ - 12 12 12 1595 8 12 12 11 85 7 6 12 1.5 7.5 6 5 473�-0' 12 10 - - 6 6 - 12 10 - - 6 4S - - 12 - 6 4.5 - - 6 4S - - 12 12 12 10, 8.5 7S 1272 10 8 6.5 SS 12 0.5 7 5.5 4.5 44'-O• 12 10 - - - - 6 5.5 - - - 12 7 - - - .5 4.5 - - - 12 - - 5.5 4.5 - - - - 6 3 -- - _12 12 12 9.5 8 8 12 12 9S 7.5 6 4.5 12 9S 6.5 5 4 35-0• 12 - - - - 6 - - - 12 - - - - 5 - - - - 12 - 5 - - - - 6 - - - - -12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-0• 2 - - 6 - - 12 - - 5 - - 17.5 - 5 I- - 6 - - 12 12 10.58.5 8.51 4 12 12 8 ES 5 3 I I.5,8.5 5.5 4.5 3S - HV BLADE OR in HV BLADE W_ d�A HV WINDOW -BLADE WORKING IN UNISON ♦SEE UYRAIX)NS GF=FOR BLADE©GN SHIM 19 -I• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL-FLOOR OR SOLID WOOD SOFFIT SHAH 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:BE AS FOLLOWS: -SOUTHERN PINE No.2 W/G-0.55(N.O.S) -1/4.0 TAPGON ANCHORS,AS MANUFACTURED BY I.T.W.BUODEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGL S FIR W/G-0.50(ND--,) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE RR NORTH W/G-0.43(N.D.S) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(N.OS) -MIN. 1/2-COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL DE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 201E SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUREX R.OMDA BUILDING CODE(Non High Velocity Hurricane Zone, \\1111111111 111A! 02020 RLTECO,INC. @2020 EASTERN METAL SUPPLY, INC. ,10%%.....! /TJ%,, BERTHA'HVTM EN 9 ' Accordion Shutter System 1 L E C O N AS ITV. a"#1 W/GR w/0 H.V.WINDOWBtAI)E No.44167 = American Shutter Systems iEV.N4 DESCRIPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY A990C�at�On, Inc. t OLD 17-to7 ,T/2/202 DATE- 7/2/2020 •k•• 6335 N.W.36RM. 5)Ste.303.YIRG..GARDENS.FLORIDA153 S3I6 F4266 Westroods Drive 2 i a. STATE PA0 ro:(305)871-1530.Far:(J05�71-7531 DRAWING No �'�O' FCOR Q '\ rm0C 6l1°°6719 °m West Palm Beach, FL 33407 i 20-�64 G-0008719 ii ��(`••• WALTER A TILUT Jr.P.E �'�Aryiiis`S�QN $P`���EAL/SIGNATURE/DATE FLORIDA u°.p u,s7 6 S HEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ 0 L— FOR INST LLATIO S NTO W D WITH HV BLADE 0 Y SHALL WALL FlNISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & r— —' 1-1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 E& A WORKING IN UNISON TAPCON WITH ADVANCED I _ {': THREADFORM TECHNOLOGY 1/4'0 TAPCON OR ' W/1 1/2-Min.PENETRATION V II TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO I I W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING V MN.SEPARAl10N _ / EXISTING WOOD HEADER. I, ry 1 WOOD HEADER,(SEE SCHEDULE ON SHEET 15) TO GLASS(� 1 OR (SEE SCHEDULE ON SHEET 15) \ 1/4.0-20x3/4'S.S.MACHINE 6 SCHEDULE ON SHEET -O l�tt1\( 2 ro )$ SCREWS W/1/4'-20 NUTS �—11 FOR BLADE®AND If ® 12.O.C. ( ON SHEET 19 FOR 1'Min. EXISTING I dAL4S Oac� — EO /E GLASS�J I- ' I I I e WALL = I S\,II•;:`•� NI3\fN s\ ,I OPTIONAL i __ `i[ji I 4 a 17 /_ =5. WALL I':,_ 1 10E%ISTING MIN. '-,:J FINISH �} >q,mttt I 2 0'WOOD ) OR �� .__ r-'`�DOSTING MIN. 9 HEADER REQUIRED. 2'x4'WOOD h' 1/4-0 TAPCON OR TAPCON WITH ADVANCED IXISnNG B M41L gpp)�� ( I 1f HEADER REQUIRED O I 1 Cvl T REAOFORM TECHNOLOGY W/ 1 1/2 GV55--1 70 GLASS(SE I I 1 _ Min.PENETRATION OF THREADED AREA TO L SCHEDULE ON SHEET ,I_ "IN.SEPARATION TO GLASS EXIST XIS 0 WOOD HEADER. 11 TOR HAG£mMA I - IXISTIN�S�—(SEE SCHEDULE ON SHEET II) Lt fl (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR G i1 BLADES O&Q� 1 2S4'CONT.SILL -� - PLATE RE0'D. ON HV WALL HEADER INSTALLATION 0 WALL SILL INSTALLATION ®IiV WALL HEADER INSTALLATION 1 'I I IXiSnRNSC.... +-.— ( MIN.SEPARATION TO GLASS 'I I I t Mw,SEPARATION TO GLASS GAS ! I IXISTING I�-(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 17) HHN77FFF------t11 MIN.SEPARATION TO GLASS I I O CAS��L I EXISTING I I x WOOD PLATE+(SEE SCHEDULE ON SHEET,11) j 1 GAS'-'"! I REO'0.--� i x 1 1 °-Y�- 1/4'0-20x3/4'S.S. � ` ' MACHINE SCREWS L/CHIN20,3/4'SS. 0 usrLc 1/4 '-2o NUTS `'<•,MacIHwE SCREWS w/ I III WALL - \ r �, 1/4--20 NUTS® 12" 1 ® 12'O.C. FINISH I I i � I :•..'O.C. I OR 2"x4'CONT. WOOD PLATE I I I l L.Ep.T EQ- TS12Il >>l� 1 -EC I=I-ED- ` ` L REO'D• 11'Min. I N �� I ', LRE�.'�.. {4 d 1/4.0—1;..OR TAPCON WLTH ADVANCED THR ADFORM TECHNOLOGY W/ 1 1/2' 1 ^ 1/4'0 TAPCON OR TAPCON WITH ADVANCED II THREADFORM TECHNOLOGY W/ 1/2' L_ 111 " / NOS: zEXISTINGWOODroHEADER.READED AREA TO M'm.PENETRATION OF THREADED AREA INTO PLYWOOD 1 4'0 N WITH OR TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ''( (SEE SCHEDULE ON SNEET 15) THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. 1 WALL FINISH(SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' 1/2'MIN.CDI�` 1 PLYWOOD REDID. W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16'O.C.MAX. THREADED AREA INiO PLYWOOD, COMBINED IN ANY WAY TO 1/2-MIN.CO%PLYWOOD REO'D. REDD.PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION ISTING MIN.2"x4"STUDS® 16'O.C. MAX.REOV ATTACHED TO STUDS IN _ PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE U TIONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE I ON SH_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, � �ll /♦!� 02020 TILTECO,INC. 02D20 EASTERN METAL SUPPLY, INC. Py� BERTHAWTIA �LTEC ® �H Accordion Shutter System No.441 KV. BADE#1 W/OR W/o H,V.WINDOW MADE k; * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems_ Y '.I: DESCRIPTION DATE DRAWN BY: MY 2-a'• STATE D 675s H.w.s6tn.st,see,sos,Vu+GuaA cARDExfi,FLDR6u 37,6 Association. Inc. I OLD 17-107 /2/202 GATE: 7 2/2020 Z�'•• Phone:(3D5)671-1530.Fax:(305)871-1531 4268 Westroods Drive 2 - r7iC''F(ORID a-mn9:Ult...0-1.wm DRAWING No �� West Palm Beach, FL 33407 s ••`'c;t.� CA-DDD6719 20-164 ♦ ` ♦ WALTER A TILLIT Jr,P.E. 4 ♦♦♦♦'v'Srr�n,LAli1 1p �`SEAL/SIGNATURE/DATE FLORIDA V.®44167 5 SHEET OF 20 616 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HVi_ BLADES (AS .APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13UDE 111)ONLY SHALLBE LIMITED T 05.0 sf, .S D. DESIGN PRESSURE R TI G SEE SHEET 9 FORM X WALL FINISH/$0 TAPCON OR SPAN- & .DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON _1 I./ r MIN. TAPCON WITH ADVANCED 4'x6'(Nin.)Et(ISTING 7HREADFORM TECHNOLOGY - WOOD BEAM REQUIRED. 1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY _ EDGE(IF APPLICABLE) OF THREADED AREA TO 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM -r EXISTING WOOD HEADER. 1' PHIWPS TRUSS HEAD TO BE CEfDIFlED BY — iN I�Mtn. MACHINE SCREWS REGISTERED ENGINEER OR (SEE SCHEDULE ON SHEET IS) EXISTING WOOD 1•� IW/ 1/4'-20 NUTS ARCHITECT PRK1R To EO —EO ~ -- TRUSSES OR i� EO-i-ED-�,{/ 0 12'O.C. SHUTTER INSTALLATION. r_—�—� 18 I `1/2�'S r 1/2' RAFTER m 24' O.C.REQUIRED 1/4.0 TAPCON OR _ 1 OR 1 TAPCON WITH ADVANCED r I` - 257' THREADFORM TECHNOLOGY /I II �!, EXISTING SOFFIT ( 1 -,Max. W/1 1/2"Min.PENETRATION r / 3/4'Nax.iKK. �r4\ I I I OF THREADED AREA TO / 'rr-/ J14x3/4' Y EQ. `EQ� (60631/6'ACONT.LLOY) W/ T11BE s.us. 4 OPTIONAL E705TNC WOOD HEADER. ®6,O C. (6063-T6 ALLOY)W/ I rn (SEE SCHEDULE ON SHEET 15) I (EACH 1RAFTER SCREWS S TO or 0 or 15 I or 13 or Q LOCATE LA SCREWS AT LJ—l_J ^ qII EXISTING—A EXISTING MIN 2'xb' MEMBER,(2MIDWIDTH F EXISTING Min.NOMINALO HEADER REO•D OPEN HOLE AT EACH GLASS lI MIN.SEPARATION TO SHEET I I _ WIDTH)W/2'Mtn" (SEE SCHEDULE ON SHEET 11) EXISTING GLASSS I I 5/1ji Sfi 0D TO ACCEPT LAG SCREW APENETRATION RSE,VALID OF THREADED R —) ' OR AT CENTER OF TUBE. INSTALLATIONS WITH 72pef ( jp CAM M I IS N -ME; 1 '—sFNunW n AMAX SPANGNTMLOAD AND QS liV WALL"HEADER INSTALLATION xE a SHEET GLlSS— TO GAGS(SLEE INSTALLATION IS ONLY VALID I SCIII " M s11Er +I aNS SHEET FOR 10OR W 11 FOR MADE mMU FOR WOOD W/MIN.SPECIFIC NOTEON 0)A TUN GRAVITY OF 0.50 AS DOUGLAS 1SEES"SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY S'���® Q,� • nR OR SOUTHERN PINE No.2: N UANY a"r TaOwnTAN INSTALLAATION.COMBINED CT HV CEILING INSTALLATION 1 OR® OR EQUAL 'U)HV CEILING INSTALLATION _ I SERAMON TO MAAO OR 1�� MN. 1� MIN.SEPARATION TO CUSS ON SHED 1 (SEE SCHEDULE ON SHEET II) I EXISTING t EBICEID ,I TO RATIO 1 I EXISTING I GUSS� 6v�oESQ h� I(SEE SCHEDULE ) I 1 CLASS B I \ll I ON SHEET 11) ( I I I ALTERN N I I ANCHOR I I I - I1 11 \ I WALL _ I LOCATION \ - EXISTING � I I I 1 a4J. ©� 7 I 3/8 n. FRH TEK 4 E G 2'x6'MIN.WOOD 3/S YRL —WASHER DECK REQUIRED _ SCREWS 49 12'os OR 2'x6'MN.WOODI .D (NO FINISH REOUIRED(NO - - ALLOWED) 1,7L� FINISH ALLOWED) - .. EDGE - f EO—EO� EDGE OF DECK OF --� _ EDGE OF DECK IF APPLICABLE r_ DECK IF - IF APPLICABLE 1/4'0-20x3/4-S.S. _ •r r APPLICABLE 1/4'0 TAPCON GR Win• \PHIWPS TRUSS HEAD _=2 - _ l TAPCON WITH ADVANCED MACHINE SCREWS SILL LATE: 1/4'0 TAPCON OR TAPCON WITH ADVANCED, SILL PLATE THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1 4.0 TAPCON.OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/1 1/2"Min. 2'MIN. REO D. W/ 1 1/2"Min.PENETRATION 0 12.O.C. / 2'MIN. PENETRATION OF THREADED I OF THREADED AREA TO TECHNOLOGY W/t 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET IS) I (SEE SCHEDULE ON SHEET 15) SCHEDIRE ON SHEET 15) •SEE UMRAl10N5 Or USE FOR QX HV WALK—OVER INSTALLATION QV HV WALL SILL INSTALLATION eIADE®oN SHEET 19 OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone , 02020 TILTECO,INC. _ ®2020 EASTERN METAL SUPPLY INC. ENS ''��' A■S.S.A. BERTHA IiVTM /:771 E C 0 �N�, Accordion Shutter System ' No.441 7 = Hv aaDE,#1 W/OR W/0 Kv WINMW BuoE 3*E * TILLR TESTING & ENGINEERING COMPANY American Shutter Systems' CV.N DES17-10N DATE DRAWN B/: UP s a'• STATE 0 ; 055 N.W.MLR St,Ste.305,VMM"GARDENS.fLORIM 3316 ASSOCIOtIOn, Inc. , OLD 17-107 /2/202 OATS 7/2 2020 ar 9•, Phone:(305)671-1530.Fax:(305)671-1531 4268 Westroads Drive _2 p�•, F(0R�� `\,c\�` e-mail:Dlecao19.com .West Palm Beach, FL 3340/ s' DRAWING No FS \3a - WALTER A TILLIT Jr,P.E. _ 20—1 64 *14'/SIONA; R`t.�\SEAL/SIGNATURE/DATE FLORIDA u`•g 441s7 s SHEET 6 17—OF 20 END INSTALLATIONS 0 HV BLADE OR (B WINDOW BLADE INTO 2"x4" MIN WOOD STUDS z•=4•+Ru.WOOD SR.OS pEOb, 2'",AMR.MOOD 2'e4•NON. \\ \ \ / /// i /',•"a 5TUO5 REOb. w000 STUDS-.�• IJ✓"rMWx (AS APPt1GR'.E) •. X,\ /( MA:ROR O 6'O.G L // �'/:/ /I//i� - / WOOD STUDS. wio / /4 AS APPUTARLE) ) J (E#SrtN3P[\Wo00 F N0/3\ SIVDS FxaT. ` \I 1785TINc fiA4 +-. 'EOOSGNG aAIS .{ ECEO\\ II / \\ / r.J IX6TPoa GV56 d 1/2•MR CDx f°�i,/E7'.U\ \ •'y �-��,-(1 L&L COX MIL SFPMN101 C• 1M 3tYARVIm AYinorr, /I----i\ tom'oLYWOOO. W .. G' 5 1'S . 'SG1(AIE ON 9EEr 1RL 50'ARi1WN 70 pASS(SEE ,/3'WR.COX 10 11 FOR RME Q)HD 6 1/16'x3'Y4Y.-.�- NAtL 1 Fi119/CE mNID ate;.. _ Y SQFLIRE W SFkT PLY♦OCD. t " "r^ • - 9397xAE 0V$IFII W S,�T 18 FCR (6Oe3-TO)CO1R. FM rllz•MN.COX W SIEEf 19 POR ,1 Ni BADE®A1O 1/;• 1t FOR RNEmWO RILES 1Dm® L ALLaL Cf.OSER POWD02. RABEsmtr Q� MSNfEr 19 FM !.._ 1Jz•MN. AAGIVITE ER(LOCATE tNV NNgi RltlSmm� ' 6 Tmy� of 4 ' •Usi 'oR Y WL { - *is /Im1/z'sus 1 __ uuu•-r `i _'—'_—'' ' Ole D.C. \ D /tm1/z•sys ro.m OR `lyJ IT ro ' ®♦ / SEE DETAIL x �♦ 1 1 OR Q/3 SIDE CORNEGDOR Jf SEE D[Gd x MR-% 1 OR®♦ TO TRAM SEE IYTNL x FOR.] � -(.f"09.�.e0 j•�- 510E CONNECTION - e e 1 SIDE CCNNECw' '�• I.�-0-60.00-®-V'•�• TO TRACKS - -U•O-�'®- l'Y'•®-'L•J•'Ai-©'®- t�-C)•TO-OO•C+ •®- �65-iTi•Q�-©•®- TO TRACKS I�•La-�•€�-©,©• 60.07•STJ-©•O•Ld- ��o�-Q�•i�-©•Q�- OO.00•Q�i-eO.00•Sy. ©'U7'�'©'U"�' END CONNECTION DETAIL 8 END CONNECTION DETAIL 8Q END CONNECTION DETAIL Q END CONNECTION DETAIL • REOU9iED aYV fDR SPATES GREATER TRW,r--0• rxr uuL WO® — STUDS�: /i i/A IiNa� 1/4-0 wUPOOR eNwor ElaSTNt PEMT IMN O 12-Ot PENMvm o Z.a s16 o.c \\\ LG+1 SFP1•FMON ♦ SEE LIMRA710N5 OF USE FOR M'L srN4�M!!'--� ^- - \\1\ \\\ \\ \ ilY ueL T�tDVyE�ON9QT Q"'+ ISEE X ///:; \ ,1 FOR RADcmao 4 BLADE to ON SHEET is 10 USON a, m SHEET s FUR 1/1'Y 1 eR ER 1 oR l q x 'Q®�O-©'O•e0{3•®• \-vuL vRasR 21%e DN.wocs� wuJ• , `O-C7.OT-©-'+�•C�' (i�oR®oR 7�cr'1® VIEW Y CJ -®•�-©®• Gnros RroD {O♦51 .®.�.®©•®- PLAN O C➢-®®-®Q� e0•Q�-Q�4�-®� DETAIL X END CONNECTION DETAIL (0 END-CONNECTION DETAIL 12 S FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM No,4416 1 L E C O 1 N�, A S.A. Accordion Shutter System /--��� xV..aADE#1 W1 OR W/o RV.WINDOW BLADE "O' STATE OF �r TIWT TESTING 8E ENGINEERING COMPANY Y American Shutter Systems E`).N D[SCR1PilON DATE DRAWN BY.- N.P -�'• (VR _G'�r�' 6365 36th.St,Ste.305.VIRGINIA GARDENS FLORIDA 3316 Assoclaffon, Inc. r OLD 17-107 /2/202c DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268,Westroods 16?4ve 2 ♦-.Ran.6lt—Oam.oa DRAWING No i S '' •••.••" West Palm Beach, FL 33407 a ���J/iJs�01VA�(E,,v WALTER AOTILUT Jr.P.E. 4 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA U..B 44167 5 SHEET 6 8 OF 20 r- 1:•� 5� Q�4 • GENERAL LM11ATIONS AND CONDITIONS OF USE FOR BERTHA A G �T-T y f 1,WM.A.S.O.DESIGN PRESSURE PALING:+110.-110 Pa.1. ( III1 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNRNGS:A D.G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M,0,T,U�2&W ON SHEETS 166&17. OMNL�YW}C¢E� 511LLMEtWCALBOR w,/POSINGRIA�,rf.CASE OF 0 POSING Ow®a ' r' 4�'CJ UT,p57EMUST BE INCLUDED ONLY AT D(TERIOR ACCESS SIDE OF 16-201—' TTT��� nn Jl MAT lYP EA END A , , , , L / o !17 (3(A) LE WINDOW @ E 1�SHAD.ONLY ALLOW O MAXIMUM OF 5 OPENINGS 11f/ (3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4_ i MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF FiV WINDOW BLADE�l9' MAX.5 WINDOWS i • OF ANY Cl3'0 HOLE FOR�4 SHALL BE 12'. ALLOWED AT HV 91 WINDOW BLADE (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ® I WINDOW BLADE 1�/ A A • A 1,1 1. ! (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOUD W BLAM 1Q N I' lJ 111111 THT:DucHour sHL1TTETrs wwTH. (E)CENI,ERMITES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV A A • A in BLADE t AT ERFiER SIDE OF THEM. •' IIm A111JJJ (F)POLYCARBONATE W WINDOW®SHALL eE INSTALLED SO TZ TABS FACE SEE END I THE INTERIOR OF THE OPENING BEING PROTECTED.HVWINDOW f�MUS7BE CNECTION I , • • A NNCLY INSTALLED AND LOCKEDUSING A F1V Si"T11N0 TWL PROWDED BY JSSAETAILS ON SHEETS i 10&18 7YP. 6.SEEANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEIGHT. BUgNGS ONN SHEET 15.AS UMTTED BY SPAN AND DESIGN LOAD(SEE NOTES 2 ABOVE). YP7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLDCKWALLON SHEETS 12&13 AS LIMITED BT SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: l5 (SEE PLAN FOR REQUIREMENTS) ^ W ND ZONE MINIMUM SEPARATION TO GLASS 0 H TYP TOP&BOTTOM W )zI- INUMRED WIDTF! —- I THRU 3 1' NIX SEPARATION TO GLASS DUSTING cI1s5 ELEVATION 5�enannc ON 9&Ef 11 FOR HADEm 4 6.25- --�` AND GN THIs ear FOA aA�Q& ------------------ ----------��------- :----------- ----------- - / 1 \ TYP. 1 \ _ 1 � \r21� eQ4 / / Tj cwim�o*�i 1 TTP. SYMM RICAL CENTERMATES 21 l`.y /\`_ '�/ 1Y/2 OR EE AND �\ / W/0 (S NOTE 4 ABOVE) PLAN TYPICAL ) HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE (1 SHUTTER* -- N.T.s. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' y06 F 1 T/ 2020 EASTERN METAL SUPPLY,INC. ,,��� ��,,,,,, 02D2D TIL,EGD,INC.G BERTHA HVT,� _ IL E C O �a�. Accordion Shutter System No,441 KV. BLADE#1 W/OR W/0 Kv WINDOW Bi.ADE *: - American Shutter Systems Ev.N DEscwPnoN DATE DRAWN BY: MP TILLR TESTING k ENGINEERING COMPANY Association, InC. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATED 0 6J55 N.W.36Lh.SL,61a 305.VIl GWUENS.Rol JJ1B 4As Association. Drive a F Phone:(305)B71-1530.Fax:(305)871-1531 DRAWING NO �+ a_—L:UlLec( l.�om West Palm Beach, FL 33407 3 �ORID ��A CA-0006719 4 20-164 '4 s WALTER A MUM 0,P.E. 11,,7j1�i uAii1TTL PT. SEAL/SIGNATURE/DATE �wW LO'0 µ167 6 SH79 OF 20 6"x 1 1/2%0.035•THICK - ' - INSTALLATIONS W f Min.ASTM A-653 GRACE 40 Min. -.�•.11E5'-'I HV BLADE & HV CENTERMATES 2.000-Max. Min.C-60 GALA.STEEL METAL STUDS AT 16'D.C. W 1 }a'�;'-�::;�;�,;• �--43b INTO METAL STUD WALLS --------- ®6"O.c.r 40 41 c o0 475" * ® 1 f4"re NOMINAL 0 0 - �/ 38 GENERAL WKWONS AND CONWIXONS OF USE ALUMINUM SLEEVE FOR BERTHA HV BLADE ACCORDION SHUTTER' 43c `-430 0 'I I 12 -o x-� �, UTTER 6063-T5 ALLOY .i 3/4"x a,/4'.0.03C"THICK NIn.1 N Ic'ni.3 SYSTEM INSASTUTALLATION TO METAL STUD WALLS p COT.CALV.STEEL TRACK CH"0 ,®6.O.C. ®6"O.C. , - N 3.000" GALVANIZED A-657 GRADE 40 Min.c-so 1 ,, I, SEPARATION TO GLASS SCHEDULE CALVAN12ED FASTENED TO STUDS 1 , „ I W/(2)/6.1/2'TE1C SCREWS ON 1 ♦7CLSTINC FINISH 3g ' ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Z_ M°x. ITEROR k EXTEI00R FACE , AS APPLICABLE I ; Q1 a 2. MAX. SHUTTER SPAN: 84" WIND ZONE 1 e l I I v1 MINIMUM T EXISTING GLASS—i MIN.SEPARATION 1'I I I, W ASTM E-1996 SEPARATION 43c LENGTH + 1"F. To GLASS F 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS 4E_(SEE SCHEDULE) I I 43 N T THRU 3 43 /4"0-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK.ARE ALLOWED 1" MUST PENETRATE 43c 1" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. O i Lib I USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/40,6 1/4'x 0.035'THICK 66n.i EXISTING FINISH I `Q INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373"- (INTECONL GALV.STEEL TRACK CHANNEL•I AS APPLICABLE III �I CENTERMATE. a 25D 1- k.050' ASiM A-653 CE Min.C-60 CALVANI2ED FASTENED TO STUDS L- RIOR W/(2)d6.1/2RACTExwSCREWS DN , 43c (—43a ,.,•I �@ EXTEROR FACE i 6i 6"O.C. ®6.O.C. / 1/4"0-20 THREADS ^` �L® ** ® 1 4 0 ELCO CONSTRUCTION d 6, \ BLADE SLACK DETAIL HVF IS ALSO VALID FOR " t ' --=--- V2" J2 3 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAD—LOK HD W 8•x 1 IM A 6535.GRADE :;.VARIES) 0 6" O.C. COMPONENTS Min.ASTM Min.C-60 GALV. STEEL 40 .z.::(lijf_ J MET SSsU S AT�L -� '� MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. m. ;:`:��••.:�,:.' ..-....... (-EXATWC FINISH AS APPLICABLE SCALE:3/6•= T" ` (TYP.TOP h BOTTOM) 1 3/4•x 6 T 4•x 0.035'THICK Mtn. `...:, ..>.... .. .. _ - - ————— _ _ _ _ _ _ AStTfT�GI+LV STEEL TRACK CHANNEL. I I.'-.�:-•. GAWANQE03FASTENEO TO STU0560 - _. - ..:..:':. '•'.:... EXISTING CUSS ::. I RYCAL '_':<::' SYMMETRYCAL . ✓ W/(2)y6xT/2•TEK SCREWS ON SYMMET 1 1 I.' I `�" 1 ' - - I - ; I , ;:. , .I I .. INTERIOR&EXTERIOR FACE I; •I 430 436 43c; , - Mw.SEPARAT1oN-,VAR1E5::r I I CENTERMATES W/ .l I;-cp:; ;`r j I':- CENTERMATES W/-A TO GLA55 2 ..'.I I', 4 I , , 1. • :(SEE SCHEDULE):'i,Maxi ,EXTERIOR ACCESS SIDE:: I ;::.INTERIOR ACCESS SIDE :.,1 I 4 . . .. ---- ------------------- -- --- ---------------- s•(TYP.) IN -�3j1(6'Win .) ---- ------— --- ------------- -- --- --- 1 a � � � � ! _�_ �(2)42 21 /a / 21 21 t 21 I LO o Res i 2EN -------------- ____ ____________—_ L 1 D \G -- ------------- ---------- --- ----- ---- --------------I- S VIEW Y ® 12 3 1/4•(T'P.) I �J(6"Min.) 7. 24 6 1/2"MAX.SLACK SIDE CONNECTION TO TRACK IV ,yyJ3 BLADE SLACK DETAIL HVF BVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. 1�{\GEh I(''T'i�;% BERTHA HV,M ■ Accordion Shutter System A ��S.A, No.44 6 `. H.V. BLADE#1 W/OR W/O RV WINDOW BLADE *; * /``-/ TILUT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N oESCRIPTTON DATE DRAWN BY: MR STATE F ` G555 N.W.351h.St.,Sto.305.MGM GARDENS,FLORIDA 3316 Association, 9• Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 .• Phone:(305)871-1530.Fox:(305,871-1531 4268 Westro°ds Drive 2 Ultem0°olxom DRAWING No �0AI P.. West Palm Beach, FL 33407 s 20-164 �i FS••....... ♦ WALTER JLCA-�0LUT1Jr.P.F_ 4 '�''�•,,S�ONLAL W£���SEAL/SIGNATURE/DATE FLORIDA U�.g 44167 S SHEET 6 20 OF 20