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Home My WebLink AboutProduct Approval 1/6/2021 Florida Building Code Online -- —T. — .n „�: BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats Pi Facts Publication Contact Us ' BCIS Slte Map [inks I Search Florida rE,product Approval � � tS5ER:Public User Product Anaravul Menu>product or Agpllcation Search>Agplication ust>Application Detail FL FL389-R10 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory i/ (!i ccordion 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..Tiilit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date Cn�nry Validated By ampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence 0L389 R10 COI COI ASSA BLADEI nd FL389 R10 C�QI COI ASSA BLADEI 21pdf FI389 Rt0 COI COI ASSA BLADE3 pdf Referenced Standard and Year(of Standard) Sgangtfl4cl Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS Z01,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.orglprlpr app dtl.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8S7Zzg%3d 1/3 1/6/2t321 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FSC Approval 11/06/2020 Date Approved 12/15/2020 Surnrnary 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 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HWIZ:No F 89 Rio II DRWING ASSA BLADES.pd� Approved For use outside HVHZ:Yes Verified By:American Test.Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes iDes@gn Pressure:N/A evaluation Reports Other:Large Missile Level"D",Max span Is 12'-3"for 40 psf FL389 R10 AE 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,5'-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 unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls Is 79"for max,ASO pressure rating of+72,72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. l 389.2 @ertha HV Accordion Shutter-Blade i Extruded aluminum interlocking blades reta ne y tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection L'omits of use Installation Instructions Approved:or use In I-IVHZ:No FI_389 Rie II DRWING ASSA BLADEl p,�if Approved for use outside fAVHZ: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"D".Max.Span is 16'-0"For 30 p.s.f FL389 R10 AE PER ASSA BLADEI.pO negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVi blade,W-0"for+64,-72 p.s.E A,S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and W-13'for 110 p.s.f,for HVIA working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. -`T __ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades rota ne7c y ac s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Minits of Use Installation Instructions Approued Par use in WVHZ:No E1 389 RIO II DRW ASSA 9LAMI 2.ptlf Approved ffor 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 Fl.:R9 R10 A- PER AS. BLADEl 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively . Uarb hrxt Contact Us::2601 0lalr Stone Road.Tailahassrta FL 3239D Phone:850-487-1824 • The State of Florida is an AA/EEO employer,Copyrlaht 2007.2013 State of Florida.:;PriV2ar Statement a Accessibility Statemnnt:;Refund Statement Under Florida law,email addresses are public records.If you do not want 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.If you have any questions,please contact 650.487.1395."Pursuant to Section 455.275(1), Florida Statutes,effective Octobar 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 avallable to the public.To determine if you are a licensee under Chapter 455,F.S„please click her§. Product Appraval Accepts: 1SLr PICKE-711 RON eCl`srt X Credit Card . l . vuwwfloridabuilding.orglpripr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B771g%3d 2/3 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PP-0-1 HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(M EUTLDICOF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. 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-0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, iB&20. AREA a HV BLADES(D&IN dA BY MEDAR Yi VERGG THEFY THE ABOVE M EM BY 0 ORDCONDITION. ULTIMATE DESIGN VAUD LOADS COMPARE THESE W/MAX.(A&D)DETERMINED SIGNED PER PRESSURER RATINGS IN7-16 SHALL BE DDICATED ON SHEETS REDUCED111 THRU 15,•9&20 ND LOADS GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MX USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-11.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS -21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SISTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE(D #0214.01-03.#0715.01-03.J1004.01-05.#1214.01-05.J0317.02-06•#0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASrM E-1886 AREA 2• HV BLADE(1D AND HV WINDOW BLADE 1 AND E-1998 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS DIRGE MISSILE JFRF APPUC;e,BLE) —HIV WINDOW BLADE a a0505.01-08 AS PER ASTM E-1886 AND E-1995(MISSILE LEVEL D,WEND ZONES 1,2,3)BASK PROTECTION ONLY AND 8 T725.01—BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2.HV BLADE QQ 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 N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE J14x2.75'AND#14x1.75'RESPECTIVELY,4 CSN10—HT MINIMUM SERIES CITERMATE DETAILSTERMAIE ALTERNATINNGG DETAILS HV SHEET 9 SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL.ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 kSI AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 SODS T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 11I-6 OF THE 201S ALUMINUM DESIGN MANWLL. 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 SHWA 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 ANSI 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS_HV BLADE(D: 12.13.14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 INSTALLATION DETAILS S—X,WOOD SHEET 17 HV BLADE(D&® WORKING IN UNISON: 12. 13& 15 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT J6'779,SB2 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05.458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3• HV WINDOW BLADE A ONLY 9.IT SHALL BE THE RESPON5l8U.TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER R TO BE ATTACHED To INSURE PROPER ANCHDRAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 'TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PEAWJNENT LABEL IN A VISIBLE PLACE WTH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS ROME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND 140 ARCA WV WINDOW BLADE In ONLY CENTOWAITS AND ENGAGE OR LOCK ALL HV AND HO 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 LAB EL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING 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 15 APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.THAWED 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 CONTRACrOR's RESPONsiaturY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED MAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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.O.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 02020 EASTERN METAL.SUPPLY,INC. 1 (II 02020 TILIECO.INC. �4 BERTHA HVTM Accordion Shutter System y�Q 4\CEN 11L7T7Z776:,�N�c AN�e�e�■ H.v BLADE#1W/OR W/O RV.wtN�owetADE g IVD.44� T 1TLLIT TESTING &ENGINEERING COMPANY American Shutter Systems Dv.N DESCR PiION DAre D1AxW.eY: HNP Association. Inc. 1 DID 17-107 /2 DATE: 7/z— tk; * Y 6755 N.W.36R S1.,SIN..MS.V MGMA GAMINS.FLCMDA 331a 4268 Westroads Drive 2 a' STATE :Q E� Phone:(3%)B71-1530.Fax:(305)071-1531 DRAWING NO (�" _mail:tntma..Laam West Palm Beach, FL 33407 3 20-164 dA"- "ZORIC• WALTER A 1RUr1Jr.P.E. 4 h�''11Aa1'?10NAL .G�`SEAL/SIGNATURE/DATE FLOROA Ue.g 4416E 6 SHEET OF 20 '• �aY iDR 6ANDW1 RUDE® o r VARIES 1.918; {�1A91'} O o .6j6. o • Mo2x.-; F 0• j 0:�y5` 1 � ?O,i�• 0�54" Y/\--=� � �� .09�^ I n oa � �`�'ib -'. •: arxT'LV!'� I i ram- '° dam., jLl 4.37Y __. mv�• I _.�_..._ 4.589• 1__,__ 4.857•_ 1 HY SOLID BLADE +`; �HV 90•/180' STARTER OHV UNIVERSAL L FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT# 5458179 QUALIFIED FOR USE W/ HV BLADE10 ®HV DIRECT MOUNT HV BLADED HV WINDOW BLADE t 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE CI) .373' ® 60fi3-T6 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER —3•?26!---1.sm"- o n 20 I (TYP.) .994 670• 2.226• _1 o nl I 072 I 1[y42 r---I- —_-1 I fin' •�$—��! 4.&97f ., 1(UUSSIIII rr1 -.__.4.476,�._.J :125::'.� I '�i 1_S75• 0.072 I —"— ++ 0.D u'HV ADJ. ADAPTER Wf LIP --1.920 7z QUALIFIED FOR USE W/ HV ®HV WALK—OVER TRACK i �HV ADJ. FLOOR TRACK BLADE 1� QUALIFIED FOR USE W/ HV GHV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE(1' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A40 TEMPER BLADE(1DONLY. HV RAINGUARD 1� BLADE lO 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER '2: VARIES _1.9J6'�. BLADE t N 1• 1.915;— • Mai �) { VARIES 1.936"--- 6063-T6 ALLOY A D TEMPER _ 1.S17' T--i' of `of a!_.!•_ _ --t-_087' �'�I183• I �o: . o .083 " `097"083' Fir gl of '6 .060• ,oa� �I I - 09S• 1Ir"•1 _.095•' i� t__._a.� .060• ��-'� �l------'Ofi0_ _ � .060•o nt i 1670" m_ .- ` n 0b2y1 I6T0 �t_BB6_� 4 �'I--�670� 0 f L 3520>r...__�_ 3.520• ,I 3529•__.._-: I 1670' i�c 11 HV CEILING HEADER � HV HEAD/ERISILL • 33 HD CEILING HEADER/SILL L_ Q IFIED FOR USE W/ HV BLADE ONLY, QUALIFIED FORAwD TEMPERO0NLY QUALIFIED FOR USE W/ HV BLADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY" SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE 5V/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY _ 6063-TG ALLOY AND TEMPER T1 IF COMPONENT. A 8 71 72 X MrN X MN1 Y afiz Y 10.1t2 5• 2 2 7 1/6 - 19 —f ^ 2• 5"MAX. 0.192• o.19z• �._x__-� 1 0' _. ._ � CORNER POST HY S QUALIFIED FOR USE W ALUMINUM ANGLES @ I z.r 7•MNL10.19 0.190• 1 QUALIFIED FOR USE W HV BU10E 01 QUALIFIED FOK�USE W/ HV -- __-- `---- BLADE Q SU63-TS ALLOY AND TEMPER BLADED ONLY. vl 2" 'S•MAY:0.139• 10.131• 6063-T6 ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER 1 fLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `a (VI111111[I 02020 TILTECO.IM1C. 02020 EASTERN METAL SUPPLY,INC, •...... BERTHA HVIM ��CEN :��' S Accordion Shutter System 1 L EGO NC. . . . KV. BLADE#1 W/OR W10 Kv WINDOW MADE No.441f 7 = American Shutter Systems or_ 01SIM"0N DATE DRA9A7 9.: MP TILLIT TESTING k ENGINEERING COMPANY Association. Inc. r OLD'T7-107 /2/202 LL 7/2/2020 6135 JIX 36th.St.,St:.3M VWMA mows,1LCfWA 331 �:• STATE Ot %"v9d P1 c 6:(305)571-1530.F..:(305)371-t53t 4268 Westroads Drive 2 DRAWING No . I:MIGwo'cd m West Palm Beach, FL 33407 3. 01<1 •'`cDRlo _. _ rA-0005719 20-164 WALSEAL/SIGNATURE/DATE FLORIDA B 4616E 6 I SHEET 20 114� 1/4-2a DIE ow 4.576"-- 1�11/ HOU ENV91......... rZ45' S SING I/V-20 "j MM P THREA110 -CIE CAST 29 .745' ;L4: L"!Rm ROIJSING EkAiIEL 8; TU IERAM CaMER A XEYS(CHME Ile'- 21 z MY CENTERMATE — • HV LOCK HV EGRESS LOCK G QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV SLADE(1)& ONLY QUA22) HV LOA HV 13LADE(I)& ONLY f i T—T-3- QUALIFIED FOR USE W1 W 6063-TS ALLOY AND TEMPERIED FOR USET BLADE(1)& @ ONLY. BLADE(D& @ ONLY. IS -TS ALLOY AND TEMPER r 063 2� HV CORNER—CEN—TERMUE QMiFlFD FOR USE W/HV BLADE(1)ONLY 250'OD 2.574* 5 6053-T6 ALLOY AND TEMPER P..HEAD -Zr MOLDED TO '21: SCREW =360"AFTER RIVEIING 77j BEFORE RIVETING .0, ZJ 1/4"PI-20 x 34" 1/4"0-20 RIVNUT* S.S. THUMBSCREW �wp. *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE IFLANGE TH14 q —.7 iA22J SKEY NUTSERT,PAW f 0820.AS MANWAMUM VY AVD& CREW TOaM.RARSIPPENY.NEW JERSEY 07054 CR EQUAL PLAN FRONT eLLVATIDN HV MALE "T" LOCK CENTEBMAITE M_6' "r LOCK C CENTERMATE HV "T" LOCK 14V ALTERNATIVE LOCK (27) LOCKER FOR RMATE QUALIFIED FOR USE W/ W BLADE Q)ONLY �Z V- QUALIFIED FOR USE BLADE 111V FEMALE QUALIFIEDFO R&USE W1 HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ KV SLADE ONLY %V/HV BLADE(DONLY. ONLY. QUAUFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPEP 6063-76 ALLOY AND TEMPER 3.161 --------- j T �THUMBTURN 43R! CYLINDER OR 214' J I KEY CYLINDER .06Y '062' c4 cNI . 4"J, !C! 0 87V Mi.. 1 .125-M... Cl HD CENTERMATE W/ NO LOCKING 900 HD CENTERMATE W/ LOCKING ROD 16 '61 QUALIFIED FOR USE W1 14V SLACEfl.)&kl[A�J QUALIFIED FOR USE W/ HV BLADE(1)& UA —------ HD CENJERMATE'S INSERT 63-TIS ALLOY AND TEMPER 6063-16 ALUDY AND TEMPER VARIES,12"MIN. QUALIFIED FOR USE W/ W BLADE(9&0 6063 -THU MURN S.OR 31W--16 1 130" -T6 ALLOY AND TEMPER M 1.0 Sj Vj �j OZR KEY L MINDER /c, SCREWS. 4:11/2 CYUNDER (SEE DEFAM) .1.57 M7n.- 78*M LOCKING RODA L------ HD LOCK QUALIFIED FOR USE W/ W BLADE01 C6 HV 3/8"0-16 ACETAL HV J/ 0-20 AISI 304 13Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5065-TIS ALLOY AND TEMPER '?ERIES S.S. THUMBSCREWS QUALIFIED FOR USE V1 [IV BLADE(D& (0 Z� C5;INSTALLARON WiLL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE W1 IV BLADE 10 FLOW BUILDING CODE(Non High Velocity Hurricane Zone: DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADE,'.l-.,. @2020 EASTERN METAL SUPPLY,INC. 02020 TILTECO.INC. K; ..... BERTHA H10TM V\G EA pc. T- -co ,,.. A,SS,An Accordion Shutter System UE NDW BLADE RV.BI.ADE#1 W OR W/O KV. NO.44'67 - American REY Shutter Systems O"I"IMON DATE DRAWN or /2020 TILLIT TESTING& ENGINEERING COMPANY Associallon. Inc. 'IN! CED-17-107 7/2/2020 DATE.- 7/2 STATE �F W-70 GM N.W.361).St.,SW.305.VIRGINIA U90M nCIVA 3316 — Pbow (305)571-5M.Fw:(.305)371-1531 4268 Westroads Drive 2 —DRAWING.No 3"It)R I West Palm Beach, FL 33407 CA-00067191 20-164 L4 101y WALTER A TW Jr.P1. 'p, At FLOIRIOA U.111 441157 5 SHEET SEAL/SIGNATURE/DATE, 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �ry HV HV 47 3/6" 12"TO BLADE TOP CE 0625" O HV BLADE 1 40 ® I GE HV WINDOW BLADE te7s".ost 5 s�px x-x .0825 2 4 ® HV BLADE 1A L CJ .�.. - .. _ "v BLADE'S 7875" Y HV LONG RECESSED NYLON BUSHING zY M KNUCKLE •"®OPENIN .0625 '* 3 i F c nYP) a.o6zs ® HV SHORT RECESSED NYLON BUSHING 4�3 i ® HV NYLON HAT WASHER (D OR ® N i ! FLAT pVRTIpECN DR Rt��/�/. 3750 ® HV WHEEL-CARRIAGE AISI 302-303 SERIES ! ! \ / (Cz�u I 44'" 40 67so x //o2. J 0.870"x3/16" THICK NYLON WHEEL. 2 7/LEAR 8'MIN. / HV WINDOW AISI 302 SERIES S.S. RIVETS 3t5"0 sracrRnnoN D3.00 BETWEEN .0625 J -.0625• 3.7500' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR II OPENINGS oN c s/TIRs,S=2U Y—Y ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 47,5 I �4 I" 2 t/a, .7500' •K iX MOR ELEVATION ® POLYCARBONATE IMPACT RESISTANT HV WINDOW �' l Til _(z f a°' TYPICAL HV WINDOW BLADE AND PRBONATE HV.WINDOW DETAIL. TJ _ �OR ®' ' f® or @ \ N.T.c.. 'I (SEE NOTE FOR i - ® I I 12. N c *pOLYCAR8ONATE IMPACT RESISTANT HV.WINDOW EQUIREMENTS) O DR BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE B TL1M INNOVATIVE PLASTIC LEXAN 103 RESIN * Y (SEE NOTE "F" ON SHEET 19). �� ! � (D 0R (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® �N0Lx I ! ® f POLYCARBONA7E SOURCES_FOR 4 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR � i EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY { " ' N,, T'PRY,L PR_OPERDES SYANDAIlD ' IHV PIN @2 OR�43 AT AEFERENCE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO D0.324' BLADE'S KNUCKLE. @DSfII (SEE NOTE FOR SPECIFIC auvm AST/U792 0.043 r/& 0.043 W/N BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 0 3 REQUIREMENTS) ' TMP r ( i I TENSEE YIELD STRENOTN ASIN Dada 9.4 Pel 9A0o PaL Flflo1P.4;SDiENCM AT'TIElD ASDA D-O 12.5W Pei tll. 0 ®3 p.el. (3) HV PIN ® OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 I i l Ex i nRAL NDDUUIS AMU DM 31QODD P.eJ. AS.DDD ml. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �p. a " ! l I i LL�ecD SHEET ® i I xcTcxm aw AM D255 18 FT-W& 1'!R-Ib/in AIR x�B�1'fiR WHEEL CARRIAGE DETAIL SxOxE COISM AST,D280• 47.2 s 94.5 s wx ASSEMBLY EMBLY LAYOUT RATE OF SMINO AMU Deis C-1 CLASS c-1 CusS • SELF MMON ASM D1929 1007 956'E NFiTUERING ASIY 0155 TMLE SMOCRI AFIER WDITNERWC AMU 938 9302 PAJ. MD Ps:. (D HV BLADE SOLID & 'QA HV WINDOW BLADE DETAILS iFN54E SifE55 BEFME WFA1N39NG ASTN 639 8161 p.e.1. 8586 PeJ. N.T.S. ' FLORIDA BUILDING.CODE(Hon High Velocity Hurricane Zone ®2020 TILTECO,INC. - 02020 EASTERN METAL.SUPPLY,INC. WWI f�,a y�% BERTHA:HVTM � \CE `jT9- L E C O N . ■ ■ ■ KvAccord/ORnw//0 K ttWeiNDOWy�m /7, ASSA No,44 6 = American Shutter Systems EV,N. DESCRIPTION DATE GRAYN BY: MP e TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 - OLD 17-107 /2/202 OA7E: 7/2/2020 SM N.W.3519.SL.Sle.3D5.VIRGNIA GARDENS,FLOR13A 3316 '-O STATE F Phone:(305)677 9�tAtecoOeol.eom05)671-1631 West 2Palm Beach,sFL r33407 3 DRAWING No y ?O'C•' 0RI t ` WALTER ACTLLR1Jr,P.E. 20-1 64 ''�i�s•''•• •'•\• �� FLORIDA Uc.#4P.E.67 5 SHEET A�3�PL/SIGNATURE/DATE 6 OF 20 uunit ®-�ex - a 4ex © *NOTES ON HV LOCKS AND CENTERMATES a : g on A a o �2 ON Y N 5 T u 1. NANDATORV CONDITION ONE HV LOCK(&or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ® 1 it: OR SPANS UP TO 105 EL 12'ABOVE OR BEJ 0 or�2MAY BE OF SHUTTER SED AS AN INSIDE OR OUTSIDE ,ATTACHED p to OR S�T ANY ELEVATION. HV LOCK(� 1 1 f CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 06.60 n m1� i 2. 0-,l1:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV L'l LOCKS OR q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 3 V OCA1�70N OF LOCKS S INDICATED HALL BE AS INDI ATED ON ABOVE. TYPIAL SHUTTER ELEVATION. DB_ HVB V H _ rvy 3. OFWNAL CONDITION #2 NAUb ONLY WHEN J"DATORY CONDrnON #11 OR LIMITED MAN 02 IS USED W/TWO H.V_ LOCKS): LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY Q4` 5 6 0 0 oR 4 11 �� BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS®OR AN ALTERNATIVE DEVICE V MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDRTDN /2. ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS �� `�' AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A o _ HOCK HvC I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. .o OR.Q2 v ONE ALTERNATE HV LOCK Q6 MAY BE USED IN LIEU OF HV.LOCK or FOR ANY SPAN AND -01 - gp33g' € � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. ( 1 Hppy1{� 5 � HOD- i5 RNNUT AS SHOWN ON SECTION HVE,SHEET S.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 / C�aNB 'i LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATOR!CONDITION f3 FOR KEYSTONE YOUNTMIG INSTALLATIONS: ONE HV LOCK(a 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 4 TO 86%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 FLAT HEAD S.S, SEE END Teff, MS. LOATION OF LOCK SHALL BE AS INDIATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ CONNECTION OR®TOP AND BaTTOM IS COMPLETELY MANDATORY. DETAILS OND F E H 1 J x L •Y18 ETSTYP 10&HE TYT.. EULL N *NOTES ON HV "T".LOCKS AND CENTERMATES:. HEGHT. � OF CORNER _U.M WIDTH 1• SECOND ALTERNATE TO MANDATORC CONInMON J1 VALID ONLY FOR W*r LOC6 db-OW CMEnJAM 0 AND CENTERMATE pNE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND- ©oR®me©+OoR®°R 10+13 on I STALIATION AT ANY ELEVATION.ALTERNATE LOCK® 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 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" RNNUr. LOCK MAY BE INSTALLED AT MIDSPAN OR tY ©+�7 +©ce©+ 7O+1$OR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ©•1 a DB>9+©� s+�s D��+® *NOTES ON HO LOCKS &.CENTERMATES: 1. HO LOCK(31 W/HD CENTERMATES r3j OR(3�W/C ONE ALTERNATE HD LOCK 3@ MAYBE USED IN UEU OF TYPICAL �� HV BLADE SHUTTER ELEVATION w LOCKS(2�OR%FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LDCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HDB-HVB AND DC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®15 COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone , �IAlil ' 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM -\DEN A,S.S.�. Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE N0.441 TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems V.N DESCRIPTION DATE DRAWN BY: LIP /&wi j 6355 N.N.36th.St..Sta 305.NRGINU GARDENS,FLORIDA 3318 Association.68Wesr Inc.DriOLD n-To7 /2/2D2 DATE: 7/2/2020 STATE O Phone:(305)871-1530.Fox:(305)871-1531 4268 Westraads Drive z DRAWING No e-mail;uTteceOaol.eoD1 West Palm Beach, FL 33407 3 o • F :' , CA-D008719 20-164 �Fs.,�ORID •,•� ``` WALTER A TILER Jr.P.E. 4 r``�EAL/SIGNATURE/DATE FLORIDA Uo.#44167 5 SHEET OF 20 :—CONCRETE ANCHORS POURED CONCRETE f POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK I CONCRETE' CONCRETE'--, I SHEET 13) REQUIRED 1 _1/4'0-20x3/4-SS. REQUIRED _ �_- REQUIRED ti -{y..-..:r..f CONCRETE ANCHORS MACHINE SCREWS j -CONCRETE ANCHORS / / 17 1$ r�p ,' I (SEE SCHEDULE ON W/1/4-20 (SEE SCHEDULE ON SHEET 13) 11 j o�1:7E(SEE ewUNiwG®ON SxEE7 7) f f : i SHEET 13) `NUTS® 12'O.C. t / 1/CHINE SCREWS ss. / EQ—EQ-,� MACHINE SCREWS t; f y 1/2 I j i uswG 1/4'-20 NUTS 1/2,...=�- L ® 12'D.C. (— /' 250'Max. --13 OR 115 / >- 13 oR 5 t - 1 l/ o ElD.!: I/ iv I Il. .I� © .250' / i il-I 11 I I t Max. OPTIONAL 1 II ONAL i NK Se'IRaIaN I i I• i arEsa( I i 11 i _ I �I E I i 1 r ti RR 13!/OEE mRO I 1�1 ! • I 1 I 11 {I—J `` 1 OR 1 i I MIN.SEPARATION TO SHEET I I I I I EXISTING , ax SETT Is rw I I '._i w I EXISTING -- I� GLASS— euCLs Oei '6 i 1 -I-"`-{11I GLASS (SEE SCHEDULE ON SHEEP 11)� s}� (I I 1 9 MIN.SEPARATION TO GUTS P I I I I v i,._.__ 6 1.>•—._._11 ..I-L Iil EXISTING ;Y(SEE SCHEDULE ON SHEET 11)"'� CLASS I ^ i II QA HV WALL HEADER INSTALLATION —--'--------- S I— ----1-I-'` -J HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ..._.._.__.` G,^cam_; IJill '- �_ MIN.SEPARATION TO GLASS^ Ii u EXISTING (SEE SCHEDULE ON SHEET 11)mr10R 41' I 71FOAD )ANrMN.SEPARAMCHEDULEON TO GUTS yhh IGLASSn Fv1f!/lKmNA'- II Ip; I (SEE SCHEDULE ON sHEEi 11)' I e I IW DES(is RR II I I IE4S'm&® EXISTINGGU%Si -� I' OPTONAL I`�t'� f!`' / OPTIONALiI 1/4'Max. �!El O: `=- Max. -. oft 15 % /• d>StI tt `ter: Ds•i fi• : "+, 1_-rr`-I"-I }. fY 'T'-�_J-: --1J LEO+f-EQ1 OR -'(12!OR 14 L I,'L_I�__ -� 1/4'O-2ox3/4'©. Min.i I• `___ I PNIWPS TRUSS HEAD 'h' r • I _.EQ.- .EO.� i,'� 'y. ,4 i 1/4'0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING I ' CONCRETE ANCHORS CONCRETE ANCHORS I; '' III 17 OR 18 I-,. I/4'-20 NUTS 0) 12'O.C. -�1 ��. -(SEE SCHEDULE ON '--�U55 HEAD MACHINE SCREWS ! W/1/4'-20 NUTS 0;2°O.C. (SEF.SCHEDULE ON SHEET 13) I /'� Min, POURED CONCRETE-. SHEET 13 POURED CONCRETE�� f,, • OR CONCRETE BLOCK ) OR CONCRETE BLOCK {=-=-�' ",r` 'CONCRETE ANCHORS REQUIRED WALL REQUIRED l///D��j HV WALL SILL INSTALLATION (SEE SCHEDULE ON`J POURED CONCRETE--'• SHEET 14) OF WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION I AI. TIONS SHUT INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E.D.=EDGE DISTANCE ASSEMBLY F-S U%ATIONS OF USE FOR �2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) E V ON SHEET 1B �1) HV BLADE IN ANY WAY TO SUiT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TO,TECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVT1! �T71�, C O �N�. �� Accord�on Shutter System No.44 7ttv MADE 1 W OR W/O RV WIMOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems=*: yZEV.N DESCRIPTION GATE DRAWN fW: MP STATE 0sociation. Inc. 1 OLD 17-107 L.O ?LY�(j g399 N.W.N.w.3cm.sc.sfa 305.Yu.LINN sN101TIs.FLORIDAF101a➢A ails /2/2 OATS 7/2/2020 �'.• Pha.a:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z e ""9: ..O. .— West Palm Beach, FL 33407 s DRAWING N�o• i/A'�s•'••••••,•• '•U -��, WALTER A TILLER Jr.P.E. 4 20�1 V4 N ��`` FLORIOA Uc.1 u187 s SHEET '�41 ,fl1 SEAL/SIGNATURE/DATE e 6 OF 20 POURED CONCRETE ANCHORS I emL.SFPMATIaN- I I� NCRETE (SEE SCHEDULE ON.SHEET 13) I TD aA�;(SLE :� Z'!OR ® EXISTING i I lO ' MW SEPARAMN TGW's i I REOUIRED -4 saw"'OR DAM x I- I I EDGE OF 111 MR OMOE mAtp i i S GLASS--I � (EEE SC87 11)ON- Co { SLAB IF i a+44T Is faR I I N.'N.31YNunax 91LET If) E.D.- APPLICABLE EXISTING a'•DL5Q1�® I ' i i—(�slE i i i 9 GLASS ' ; aN SMET It) ANCHOR I 1 I li I 'EXISTING� ' YYY i LOCATION I i i i I _I GVSS C10x3/4'HEX WASHER HEAD 11 13 OR 1$ c 3/6 NN. TEK SCREWS® 12'O.C. i EDGE OF n J/6 CONCRETE ANCHORS 8 --SLAB IF ©+ 7 i \ �� (SEE SCHEDULE ON SHEET 13) E I� E /APPLICABLE li I EDGE OF—I/ / / mC[OFEXISTING ' IF SUB IF /z. EDGE of APPLICABLED. ./ lily s>NR T APPLICABLE SLAB IF .- T I Gass IS I E.O. O. APPUCABLE POURED POURED FLAT HEAD CONCRETE ANCHORS ETE —I 1 F�aa M I POURED /.'- /'_ CONCR I- D. CONCR REQUIRED (SEE SCHEDULE ON SHEET 14) ' a+96}T is FTq --TOR CONCRETE - REQUIRED „FLAT HEAD CONCRETE ANCHORS REWIRED E D. _ E D.- (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION. VAUD ONLY FOR UP TO +70,'-75 PSF A.S.D. (D HV.FLOOR INSTALLATION t OI .HV .WALK—OVER INSTALLATION, DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING.INSTALLATION SCHEDULE#3, SHEET 11 Met.styawlc. n ' - ' CONCRETE ANCHORS wta`S-'I 10 ' To cuss r t' j 1—1~Ca:LE sSRg1e0ITfD P1tt7E i iIII _ i i ii s:' T. '[ _ II Ii,. I`ii 0. --3�(sSHEET Ed1 5)(SEE SCHEDULE ONn U1LDEX TAaCON0 N�/ —=o�s56ta 11)1/4.0 R EXISTING EXISTING IXSTN GC TECHNOLOGY OR 1/P0 PA S L LASS----! II O11/4' CLAS tx,taxXz FASIE�6 TAPP .manitS W/ s O I ,.I,. . tx� O.C.FOR UP TO 6•-V SPAN AND 4'O.C.FOR SPANS URGER TKM ,I 1 1 4° I I{1 R-O-UP TO 6'-0'MAX.APRY - I r, I I I ' I MAX I �1 SU6WJT AT E1431'!FASIEMTR HFA7 C'Y. - 3 I E',�0/ (Tn'.)(sa GE tt ox sNLEr n 13 OR 15 Wl / . 1 WASHERR4 HEA / �. Lt F�1]R L1mTAR 3 B 1X. (vim-7EK SCREWS I CDNT.SFALANr I {A14x3/4' HEX HEAD ® 12°O.C. 8 i i I i TEK SCREWS®9°0 C. I - I IiOR 11 -20 S.S.M S CONCRETE ANCHORS . �0 J/4 at 9' 4°S.D.S. ! I,1/4- y 1 ;,i/�1/4-o-1'/4 'S5 MS NUiOC i (SEE SCHEDULE ON _-®9.0.C. ___ Max. / uSO1G t/4'e-an Nu15 1 SHEET 14) ,(�. �' 0 12'O.C. I 17 OR 1 S 4 a EXISTING NON STRUCTURAL J, I J EDGE OF - 1/2° 1' 'L 17 R18 1 1 20E DN.IN WALL TRIM(DECORATNE SLAB IF IA, `.;814x3/4'F.H.S.D.S. 1 7/8"-_ 1 7/8- APPLICABLE Y CONCRETE ANCHORS -SEE NOTE 13(b) a 9"O.C. _REQUIRED oom OWICRErr / D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13{b) POURED CONCRETE ON SHEET 1 "' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED OPTIONAL PouRED - � ©KEYSTONE MOUNTING INSTALLATION CONCRETE O HV 'WALL FLOOR INSTALLATION © HV .WALL-WALK R .'—OVEINSTALLATION MAXIMUM A5O.DESIGN PRESSURE;♦64;72 Pet REQUIRED MAXiMwa sKunrR SPAN 6'-O' (9)HV RAINGUARD INSTALLATION t nML. NOTF FOR COMBINATON OF SECTIONS; y, t THIS INSTALLATION SHALL BE - - E.D.= EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATONS ON SHEET 13) OR ENTRANCENT CE AN OPERABLE EXIT' BELADEMAAONNSHEETOF U19 FOR ASSEMBLY INSTALLATLON- .DETAILS.. W f © HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY wnr To SUIT ANY INSTALLATION. 1 FLORIDA BUILDING CODE Non High Velocity 'Hurricane Zone 02020 TILTECO.INC. (02020 EASTERN METAL SUPPLY, INC. BERTHA HV>M A S S Accordion Shutter System L E C O`�N C. ■ ■. . ■" H.V.HV //, W/DR W/0 RV.WI�(A4 BLADE No.44 67 ?.O TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems [y.N DESCRIPTION DATE DRAWN ITV: UP- �•' STATE = e355 N.W.36tN.SL,Ste.305.1ARUWA GARDM FLOIaDA 3316 ASSOC1at10O� Inc. 1 OLD 17-107. /2/2D2 DATE 7/2/zozD z y'. F PNona:(305)871-1530,Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ."t0RI ,a��.�� '-macaff000eaa8ol.aam West Palm Beach, FL 33407 3 n snIONAL �l"�SE4L/SIGNATURE/DATE W�LTER AUc#44167 5 SHEET 1 64 6 7 OF 90 SE tND WALL CON -r .SEE NOTES ON LOCKING RODS 7® HV LOCKS®or 2© ouT IN r EXISTING GIBS INSTALLATIONS W/ 1 HV **-D N.TERNATE Hv LOCK®ON SHEET 5. BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPUCA71ON WITH BLADED ©°P®°A©'(D OR SEE END WALL CONNECTION IO• •�/S ©•�Qf +©at+ - - EXISTING GLASS DETAILS,QN SHEETS O+O•© O�O.O 2"x2'xt/8ko'-z I ©*©oRO•©°fl 19+�$ 3 1/4' 7' 6 1/2• 7" - '- (6o63-T6 ALLOY)ALUM. - OPPOSING ANGLE W/(z) 1/410 TAPCON ,/z• ®+® SYMMETRYCES ANCHORS To CONCRETE I- CENTERMATES CENTERMATES (TOP/60TTOM)&. MIN.SEPARATION g10z3/4•S.M.S.® 12" O- TO GLASS (4)g10AT EACH S.M.S. E.TUBE - O.C.FULL LENCHT. HV LOCK or W/ HV LOCK or AT EACH ANGLE(TYP) 5 I \ ® * 35* I N 3 * 3 (ONESHEEF SCHEDULEI� 5 0 90 /Q l L! p OUT ® HVQ � *' 0•�"©'®�'Q+�°R H VA °R °R 6 • 7 a B �)D+ 3°^ POURED CONCRETE OR © ® O O O O © EXISTING GLASS CONCRETE BLACK WALL ©'O7 `©00.©• 7O't ` 10+�5°"©*®°"�+©°" rREOU' ED EXISTING + �EXISI — R SYMMETRICALFIN MIN.SEPARATION 8 +©:©9+�3 oa 19• '`EwsnNc CENTERh1ATES6 To cuss rJ -—I GLASS m * (SEE SCHEDULE _ — , W HV LOCK.(21 OPTIONAL MIN.SEPA TICN ® ® ® w ®* — K (INTERIOR) O'®a'O.+©°R�9+�5 ON SHEET 11) - TO GLASS 3 �Q+® -tAN�CHORS (SEE SCHEDULE I N OPTIONAL ' ON SHEET 11), (INTERIOR) - --- - - - ,IioUT - _ _—_—_—_—_—_ __—_—_ ONCRETE• .-F-- _—� en33 IE . 6'O.C. ------- -- ®°' * VARIES 901� - * � OUT / 6 1/z'.MAX.SLACK OUT 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��'u�l�ll I�s�'iA/ 02020 TLLTEGD,INC. 020 B ERTNA20 EASTERN METAL SUPPLY, INC. A�S� �A� AccordionShuttteerVSystem No.44 67 H.V._BLADE#1 W/OR W/O H.V.WINDOW BLADE *: * = TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP o' STATE F a�202� 6355 N.W.36N.St.,Ste.305.VINGINA GARDENS.MRIDA'3316 AS$COIGt1Cflx Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 •.• Phone (305)871-1530.Fox:(305)671-1531 4268 Westroods Drive z DRAWING No %�0,�• �(pRl P, e-m011Gc000ee t-com West Palm Beach, FL 33407 3 WALTER A 71LUT Jr.P.E. 4 20-164 �AiigS10NTAL ��SEAL/SIGNATURE/DATE FLORIOA X#sa1s7 s SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV T LOCKV MALE/FEMALE 'IT"- LOCKS CENTERMATES S 9 & LOCKERS 2�i W/ n'HV BLADE SEE END CONNECTION DETAILS ON.SHEETS 10 & 18 INSTALLATIONn H�Vy,BLADE � «nss ATM ON SHEET s,OUT IN W/ HD CENTERMATES BLADE(D SLACK DETAIL , ® O O O AS WELL AS UNIVERSALISE FLOATING WADE®ITH THAILIS ALTER D.. w a 6• 7 a B a 1 • 3 Ps AS ON 7X15 SHEET,NAY BE USED NfOi iHiS ALTERNATE 10•®"©' ©•®°" INSTALLATION DETAIL Xvc sHDWN w TX1s sxEET. SEE END WALL DETAILS ON SHEETSN10 RD e 0•o'0"'©•Q7 .®a anaEsw%()61�Ti ALIIM. IN � e/a• I .® ANCHORS 4 CONDREIE (OPTIONAL) t_4 (ovnL__________________p__—_—_--_-----(4)BIC41/r SILDro�S. TieEa I ffO13/4•s.Ns o 12• ( ) —�------------ ---- -------------- — --- --AT EA"ANc E.Ord o.cRAL tcNcxT, t (4)x.v. N (4) V 30 HV T" O Pws(ttr.) PINS .). 5 5 3 LOCK INSIDE 1 e D 7 3/4 !e c samu)c \ \ 1 , — — — —-—-—-—-—-—-— —t — - — — — 5 10 1 28 1 . a/e 1 2]/A O - 5 OUT 31 OR 2'- 3 31 oR 32 31 OR©2 31 oR 32 * 1/4" 0-20 x 1 1/2 S.S.M.S. 4 I 35* (OPTIMALL) SEE NOTE a FOR NY LOCH 3�, >< - W/ 7/8"0 x 3/32" WINGNUT. (oPnDNM)HDB—HVB. OUT HDC-HVC •r LOCK,ON SHEET s. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES - ©0 HV "T" LOCK (OUTSIDE) V ' LOCK (EXTERIOR) W/ LOCK (INTERIOR' HVG* (2 SERIES e444 ALARGEUN ©a®P1Q Oj aQa1D•�w(x024-73 ALLDY)LARGE RANGE 7}ON 6• SHEET N PART/W20, 10•®q© ®O1®®w AS MANUFACTURED ED BY AVDEL CHERRY TEXTORN,PARSIPPENY,NEW JERSEY ©•O•©°1©•O7 •®°'.07054 OR EQUAL S2 MOTIFS ON lOOtwG RODS 6 ND LOIXS ON SKEET S UNNEi6a.FIDATWO WADEO DETAL NDD-N M VILD FWt ALL CENTE1eMTF3 APPIXIMMIS 1011H DIME(] HDD—HVD� FLOATING STACK FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. 0 . . / BERTHA HVTM IL E C O iNc. �.S,S,A, Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WNDOW BLADE No.441 7 _ American Shutter Systems TILLIi TESTING & ENGINEERING COMPANY ev.X oEscRlPnoH DATE DRAWN BY: N.P * * j �iLO 2p Association. Inc. , OLD 17-1 O7 /2/2D2 DATE: 7/2/202D r'— BJSS N.N,J6N.SL,Ste.3W W 4NN G4ROEN5.FLWDDA J31B i o'•, STATE Phone:(305)a71-1S30.Fox:(3os)e71-153, 4268 Westroads Drive x DRAWING No e-mail:tlReco6eol.cam West Palm Beach, FL 33407 3 FLORI '� CA-000S71R 20-164 WALTER A TILUT Jr.P.E. ONA ��i5``�SFAL/SIGNATURE/DATE FLORIDA Lk If u1e7 6 SHEET9 OF 20 POURED CONCRETE OR r—POURED CONCRETE - POURED CONCRETE - =pUREO CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WAIL REQUIRED BLOCK WALL REQUIRED - EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR �IXISTING GLASS —7-— _ 2'MIN EXISTING GLASS O 16'O.C. _1 2"MIN. ) TO11N SEPARATION TO GIA55(SEE MN.SEYAIWON Tr f1 MIN.SS SEE / SCHDULE ON SHEET NON.SEPARATION EO EO TO GLASS(SEE f 11 FOR BLADE m/ND 1D(Ll'S(SEE - I - TO QA55 SEE SCHEDULE ON SHEET 1/16 x3 MAX. ON SHEET 19 FOR 1�R RACE m '1 M �(�T 11 FOR BLADE mAND (6063-T6)CONT. BLADES Q&(� I I FOR BLADE®AND (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER SHFEf 19 FOR 1/2" ON SHEET 19 FOR EITHEOR SIDE BLADES 1D&® PLATE(LOCATE 1/2• - ` mnoFs &�' T'� BLADES a) OF 5) AT EITHER SIDE MIN 1/2"MIN. OF®) _ _ -. I _ .F USE 1.OR 2•MAX. _ #10x1/2'S.M.S.�I I #10x1®26S.O.C• _ _—_—J O 16.O.C. + —_—_ NOR __ ALUMINUM CUP ANGLE B°x0-2 ` Zq;_ -- - 4 (6063-T6 ALLOT)AT MIDHEIGHT/ / 4 � (7)/4-0 T2•S.M.S.To®& O - _\(W __ WALL .0 -D.C.S ANCHORS TO EE DETAIL X WALL AT 1'O.C. (LOCATE AT S SSIDE CONNECTION EITHER SIDE OF Q) O QR 1 OR ®� SEE DETAIL X FOR OR TO TRACKS4SIDE CONNECTION �w®v©•O7 v©wOO.®w SEE DETAIL X FOR v 6 ©a v 6• 7 v B 10•®w TO TRACKS v v 6 8 IO•®v / ®'®v SIDE To CONNECTION 10•®w©.�v©.®v % �•®°'©'9.W"'©'®°' I—©'�•�O1v©7''''�•®v 6 7 6 7 0-0 END CONNECTION_DETAIL 01 END CONNECTION DETAIL 20� END CONNECTION DETAIL END CONNECTION DETAIL _ 4,REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• l-POURED CONCRETE OR EXISTING ' ————— EXISTING GLASS CONCRETE BLOCK WALL 4. -(7--� REQUIRED GLASS 4 O - ON #10.1/2'S.M: TO GLASS(SEE O 16" MN.SEPARATION Y ------- - -------- IS 1�F�BUYIEQ CONCRETE i/2'MIN.GIN SHEET TO�(S ____-___ ____ ©OR®OR�OR SCHEDULE ON SHEET ___________- - CN SHEEr 19 FOR ANCHOR® 11 FOR EIADE®MID _ - - OR $01 CONCRETE EA•b6�&Q- 12'O.C. ON SHEET 78 FOR // ANCHOR EQ 5' aADES O& OR@ O 16• 1 2'MIN.' O.C. r--- 4, -- _ - _1/2-MIN. / ,O OR®OR 1 OR ' 2"IMIN. ♦ BSEE LADE 1�i/AONNSHOF USE FOR (gORQOR(qOR(5OR@ VIEW Y / 711OR - 1 OR ®• PLAN DETAIL X ® wfi• 10•7we POURED CONCRETE OR v®w©•Q7 wO 1p•®v ©w® 0 Q Q� ®v CONCRETE BLOCK WALL ,p• w �•®w©.®wp•®w END INSTALLATION REQUIRED ® ©•�'®•®� ©•O•©w©•O•®w HV BLADE..O—R—dTHV WINDOW .BLADE INTO ®•®w®•®wp.®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q p•®w®•®w1®.®w®.® END CONNECTION DETAIL© ®w® ®w FLOMDA BUILDING CODE Non High Velocity Hurricane Zone, 1� 1u w ,.f1�y_a� •Y7rW,� ®2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ```'`+��G •••• /� '',- BERTHA HVTM �? \`cE A �Nc. A.S■S.A. Accordion Shutter System No.44 6 L E C O H.V. MADE#1 W/OR W/o KV NOW MADE c*; '* ,.a1j` •�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Lti.N : DESCRV1109 _ DATE DRAWN BY:. M.P. STATE F = 6355 N.W.36t6.St,Ste.3M.% Mu WDENS,F1DR10A 3310C Association, Inc. 1 OLD 17-107 7/2/202C DATE. 7/2/2020 '�•• Phone (305)571-1530.Fax:(305)871-1531 4258 Westroads Drive 2' _ - '• F P • �. DRAWING No fl:tiltaco0aol.eom West Palm Beach. FL 33407 3 e—ma CA-0006719 FLORIDA Lie.�1187E S SHEET20 1 64 rrrrrrTll)11 '�`. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1. SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN' "L+' OR -L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN* (ft.). FOR INSTALLATIONS W/ OR 1-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND IQIE CENTERMATES.® & ® or or INSTALLATIONS W/ 14 r CONCRETE & WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or CENTERMATE t & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HO LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A, B. C, D, E, M, N, 0, P, o, L MAX.ALLOWABLE SPAN A.S.D. DESIGN PRESSURE RATING.A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV '7" W/ NO LOCK NG RODS® D5 MOUNTING F. K & L R. S. &V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTINGQ BOTTOM (SEE NOTES ,tl' (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: A.S.D.DESIGN AsMo 000`131 I &SAD.mcN INSTALLATIONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE RATTING MOUNTING RAnNc p RAnNc FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (PO R.) (P•'•I•) FLOOR CEUNG MOUNTING (P•4L) OR (+oa-) _ (a oa-) / (+OR_) FLOG ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ (8) L-(D) L+ (R) L-(f) L+ (� L-(9) L+ (A) L-(,o 6 MAXIMUM SHUTTER SPAN 'L+°OR "L- FOR 30 OR LE 16'-0" I6'-D' 1W-O" 16'-0• 30 16,-0' 16'-0" 30 16'-0' 16'-C' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2" 18'-0' 35 14'-10' 14'-10' 35 I5'-2° 76'-10' 105 psC A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+'AND L-'. 40 13'-10" 13'-10" 14'-Z' 15'-2' 40 13'-10'' 131-10" 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' 45 13'-4' 14'-3° 1• HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12•-8" 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 02 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 i1'-4' 11'-4' FT-7' 12'-4' 60 1V-4' 1V-4' 60 10'-2' -To'-11" NOTE#5, SHEET 5. RATING: 65 10'-10" 101-10' 11•-1' 11'-11, 65 10'-10" 10'-10" 65 W-5- to'-1" DETERMINE: 70 10'-61 10•-6" 10'-9' it•-5• 70 10•-6' 10•-6" 1 70 8'-9" 9-4' LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1" 10'-4"_ 11'-1" 75 10'-1' 10'-1' 75 - B'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9•-10• W-101 10'-0' 10'-9" 80 W-10' W-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'-6' 9•-6• 9'-9" 1O'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3- 9'-3" 9'-5' 10'-1' 90 9'-3' 9'-3' DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" B'-9' 9'-2" 9'-10• 95 9'-0• B'-9' Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9° 8'-4- 9•-0' 9'-7" 100 W-9• W-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7•-11' 8'-9' 9'-4- 105 8'-7' 7'-I1' 110 8'-4- 7'-7- 8'-7• W-2- 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2- 7'-3" 8'-4- W-11' 115 8'-2" 7-3" MINIMUM BETWEEN 'b+,'L2+. "b-'AND"L2 120 6' W-11" 8•-2- 6-9• 120 a'-a' 6'-11• SEPARATION .TO GLASS SCHEDULE 125 - 7'-10" 6•-8• 8'-O' 8•-5- 125 7•-10' W-8- ALLOWABLE TO ANCHOR SCHEDULE WITH FINAL MAXIMUM AOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8- 6'-5' 7'-10' a.-I. 130 V-B" 6'-5-- MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2- )'-9' 7'-9" 135 7'-7• 5'-2- WIND ZONE SPACING. 140 7'-5- S-11" 7'-7" 7'-e' 140 7'-5' S•-11' ASTM E-1996 SEPARATION 145 - 7'-3- S'-9- 7'-5• 7'-3" 145 7'-3' S'-9' TO GLASS 150 7'-2- 5'-7- 7'-4- 7'-0' 150 7'-2- S•-7', 155 7'-0" 5•-5° 7•-2- 6•-9- 155 7'-0' s-s• 1 THRU 3 1" 160 6'-11' 5'-2- 7•-1' 6'-7" 160 W-11' 5'-2' 165 W-10' 51-1. 7'-0' 6'-4- 165 W-10' 5'-1" 170 6'-9' V-11" 6'-I1' 8•-2' 170 61-9" 4'-11' ISO 6'-7- 4•-9- 6'-B° 6•-0" 1 fi'_7" 4'-9• H V BLADE ISO 6'-6' 4'-8' 6'-8" 5'-10" 180 80 6•-s• 4•-6• 185 6'-5' 4•-6' 6'-7" 5'-8" 185 fi'-5' 4'-6" 190 W-4- 4•-5' 6'-6' 5'-6' 190 6'-4' 4'-5' 195 1.-3- 4'-3' 6'-5• 5'-5- 195 68-3" 4'-3" 200 6'-2 200 6'-2' 1 4-2' 6-1 zos 6'-1° 4-1• 6'-3• 5'-I' 205 6-,' 4'-1" FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone ! (III I!!sY 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY,INC. ��E <<<iT�%,,, BERTHA HVna �? I L�E�qoA.S S■A■ ccordion Shutter System No. 1 H.V.HV BADE#1 W/OR W/o KV. WINDOW BLADE AmeNcan Shutter Systems REV.N DESCRIPTION DATE DRAWN BY:MLCFV. G. *: TILLIT TESTING & ENGINEERING COMPANY Assoclatfon. Inc. 1 _ OLD 17-107 2 BJ55 N.W.JSih.SL.SI«JOJ.YMGUUA GARDENS,FLORIDA 33I6 //20 DATE: 7/2/202D 3 STA OF Phone:(305)871-1530.Fey:(305)871-1531 4268 Westroods Drive 2 DRAWING No (qP . ��`4'�: o-TeCA-0006719 CeT West Palm Beach; FL 33407 3 2()-164 q,�((s'•..,, ...•' G `�� WALTER A TULr Jr.P.E. 4 .f� `L/SIGNATURE/DATE FLORIDA De.d 441e7 5 SHE OF 20 MAXIMUM ANCHORS SP��N��jn.) SGNEDUL FQjt A GNEN MAX. SHUTTER SPAN, p c D DESIGN NEGATW PRESSURE ReTING A7uD A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND _ „POURED CONCRETE woulnm A PR D AND F ON SHEET 6 POURED CON CONCRETE BLOCK TAPCON OR SPAN - A WALL HEADER MOUNTING A WALL HEADER MOUNTING ®WALL HEADER MOUNTING 0 WALL SILL. OUNTING" D WALL SILL OUNRNC C& WALL HEADER/SILL TAPCON WITH ADVANCED W/ W/ W/ - W/ MOUNRNG THRFADFORM TECHNOLOGY (R) ASO.OBER NEDAINE PNMRE BA191G ASA O137ai N0IATNE PRWM R41aA ASD,'OLS01 I IMM PRESTUfE PATIN; ASA OES1Q1 NECONE PRMM PRNG oU AXO.DE316N NOWIVE PRESSURE RAir10 AS4 DEEM NIWK�1RE RA1NG ALL POINTS SOLIO-SET 30 F40 60 75 90 1120 ISO 205 30 40 60 75; 90 120 160 205 30 40160175 90 1120 100 205 30 40 60 •75 90 120 180 205 JO 40 BO 7S 80 120 760 TOS 30 40 60 75 90 1T0 160 T05 BLUE TAP 14..12 10 a 0 8. 5 b. 14 12 10 9 B e 16 '6 14 12' 10 9 8 1 8 6. 6 14 12 10 9- B 5 8. - 14 12:10 9 1 B 8 6 SS 8 `B 6 e 3•-0- 14 12 10 9 8- 8 -8 6 14 12 10 9 8 e 6 6 14 12' f0 9 e- a 6 6 14' 12 10 9 8 B 6 8 1t 12 f0 a a s 5 6 B 8 'a 8 8 8 9 8 _ TAPPER+ _ OR 14 72 70 B -8 6 6 'S 14 12 t0. 9 a 8 6 .6 14 12 10 9 B B a 6 14 12 10 B a s B•-] 14 12 10 9 8 B 8 8' a ..8 B. 8 6 8 0 65 - - 14. 12 10 D 8 8 8 a 14 12 10 B 6 a S. a 14 12 10 B a E 8 e" 14 12 f0 9 a e .6 - 74 12 10 9 8 0 6 e, B 14 72 10 9 B a e 4 14' 12 10 B e 8 8 8 14 12 10 9 B- 8 a a 14 12 10 9 8 7 - 74 12 10 -0 8 7 5S a e. e 5 8 7 b.5 4 . 4,-0" 14 12 ,10 B 8 8 8 4 14 12 10 B a 8 6 6 14 12 10 9 8 8 8 8 14 12 10 9 0 a 5.5 - 14 12 10 8 0 6 6 6 8 8 8 8 8 6 a B 14 12 10 9.'0 0 4.5 - 14 12 10 9 8 B 8 4 14 12 10 9 B 8, 0 6 14 12 10 B 8 8 - 14 12 10 8 B B B • 8 8 8 8 8 8 65 5 14 12 10 •9, 0 0 6 4 14 12 10 9' a s -6 6 14 12 10 9 B' 8 a' 6" 14 12 10 9 0 6 14 12 10 9 8 8 6 B e e 8. 6 a 7 5 -' - 14 12 10 9 a' 8 4S - 14 12 10 9 8 6 6 3,5 14 12 10 9 B 8 6 6 f4 12 10 9 75 - - - 14 12 10 9 7.S 6.5 - a B B 8 75 5S f ] * SEE ANCHOR 5•-0° 1{ 12 10 9 6 e 4.5 -*14 12 10 B .8 e 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 e 7 - - 14 12 10 9 ,8 8 6' - 8 a e a a e B 8' 14 12 10"9. 8 55 - - 14 12 70 9, a 8 45 .- 14 12 10 9 -8 6 6.15 14 12 10 9 B 3 - - 14 12 10 9 5 7 - - B .8 8 8 8 7 S 4. SPECIFICATIONS 1{ 12 f0' 0 B B .4 - 14 12 10 9 8 a, 8,35.14 12 10 9 8 8 6 6_ 14 12..10 9 8 - - 14 A2 10 9 B 7S.:- - a e e B. 8 75 S5 4 ON SHEET 13 - 14 12 10 F B 8 53 !3 - 14 12 10 9 8 8 45 - 14 12 10 9 B 8 B 6 14 12 95 7.5 4 - 14 12 95 7.5 ES'3.5 - e 8 8 75 6.5 4,5 J5 - - 6•-0•' 14 12 10 9' B 5.5 - 14 12 10 9 8 8 4.5 - 14 12 10 B 8 B 6 6 14 12 10 9 'a :4 - 14 12 f0 9 a a' 4 - ,8 a 8 0, 8 B 8 75 14 12 10 B B 3 - 14 12 10 9. 8 8 - 14 12 10 9 5 8 SS 35 14 12 10 9 45 - - 14 12 10 9 73 4 8 8 8 B 7.5 55 4 J 14 12 10 9 8 5 - - 14 12 10 9 8 a 4 - 14 12 10 9 8 8 6 5.5 /4 12 1D 9 5 - 14 12 10 9 8 45 - 8 6 8 8 8 B 4.5 N 12 10 B 'B 4 - 14 12 10 9 6 BS ] - 14 12" 10 B 8 8 a - 14 I2: a 43 - - 14 12 a 85 55 - 8 a e 6S S.S 4 y 7,-0. 14 12 10 9 B 4. - - 14 12 10 9 8 85 J. - 1{ 12 f0 9 a 8 6 - 14 12 10 0 8 - - - 14 12 10 9 8 .7 - - a B B B 8 8 7.5 8 /4 12 ,10 9� 4.S - - - 14 12 10 9 6 4 74 12 10 9 e 7 4 - 1{ 12 10 SS - 14 12 10 8 85 - _ B g g- B 85 5 3.6 - 14 12 10 B 75' 75 - - 14 12 10 9 E B - - 74 12 10 9 8 8 e - 1{ 12 iD 6 - - - - 14 12 10 8.5 -7 6 e e B 7 5 4'. 14 12 10 9 5.5 3 _ = 14. 12 f0 9 8 4.5 - 14 12 10 B e 6 - 14 11 7 - 14 11 7 5.5 3.5 - 8 B' 7 5.5 45 3S - 14, 12 f0 9 SS - - - 14 12 10 ,:9 B 4.5 14. 12 10 9 8 8, - 14 12 t0 7 ,4 /4 12 10 9 6 3. - - 8 g' 8 e g 75 7` 4 -8•-O-' 14 12 10 55 3' - - - 14'12 10 •9 6. - 14 12 10 9, a 83 - - 14 12 85 3 - - - - 14 .12 8,5 7 4 - - a 8 8 7 55 4 3 - *SEE LIMITATIONS OF USE FOR 14 t2 10 9 5. - 1t 12 10 •9 8 4. - 14_.12 10 9. .B . - 14 12.9.5 - - 14 12 95 7.5 45. a e e i.5 6 45 BLADE OA ON SHEET 19 14 12 10 BS 4.5 - - 14 12 10 9 7.5 - 14 12 /0 9 0' = 13 95 4 13 B5 6.5 S -I- B e 6.5 5 4' 3 9•-0- 14 12 10 LS 4 - - - 14 12 f0 9 7.5 - -' 14 12 10 9 8 - - - 14 12 10, 5 - - - - 14 12 10 .9 5.5 - - - 8 8. 8 a e 65 6 3 14 12 8.5' 4 - - - - 14 12 10 B 4.5 - - - /4 12 10 9 7S - - 14 11.5 45 - 14 11.5 7.5 6 _ 8 a 73 e S J7. 45 .. 14 12 10 5 4 14 12 10: 9 7 - - - 14 12 10 9 8 14 12 5 - - - - 14 12 8 es - e e a Ss SS14 12_95 6.3.5 - - - 14 12 f0 9 55 _ - 14 12 10'. 9 B 1•5 55 - - 15 6S 9S - B a SS 45 3514 12 95 5 3.5 - - 14 12 f0 9 51 - - - t4 12 10 9 a - - - 14 12 7 - - - - -' 14 12 10 7.5 5 - - - a 8 a- '8 6 14 12 5.5 J - - - 14 12 10 0 ] - 1{ 12 10 B B' = 14 105 3 - - 14 10.5 7.35 - a 8 7 5.5 4574 12' B 45 J - -- 14 12 10 9. 5 14 ,2 10 98 - 14 11 -..:. - - 14 1, 7.5 - - -. - 8 8.-75 B :S 14 12 7 - - - - 14 12 10 - - - - 14' '12 10 I- - I 1 10.5 6 OS 5 5- B 8 5 4 35 11•-0- 14- 12 7 - - - - - 14 12 10 - - - - - 14 12- 10 - - - - 14 12 5 - - - - 14 12 10 - - - - - .8 8' B B 8' 7 3.5'- f 4 12 4 - - - - 14 12 10 - - - - 14 12 10 - - - 2.5 9.5 - 2.5 9S-B _ g 8 8 S 4 3 14 12'8S - - - - 14 12 10 - - - - - 14 12 10 - - - - ]5.10 - - - - - 14 10 7 - - - - 0 8 7 5.5 -L - 14 12 55 - - - 14 12 10 - 14 12 10 -- - 9.5 7' 1.- - 95,7' 3.5 - - 8 7 4.5 3-5 S 14 12 13 -- 12- - 14 12 10 - - - - - 14 12 10 - - - - 14 12 4. - - - - - 14 12 10 - - - - - e B B a e 8 3 12•-0° 14, 12' - - 14 12 D - f4 12 10 - - 1.5 B.5 - - I15 OS 4 a 5"SS 4.5 ♦ - 14 12 1- - - 14 12 10 - - - - - 14 12 10 - - - - - .5 9.5 - - - - - - 3. 9.5 4.5 __ ___ = a 8 6. 5 4 HV BLADE OR n HV BLADE 14 12 - 14 12 - 14 12 - 9 4.5 - 9 65 - 0 6.5-45 3.5 S 14 12 - - _ 14 ,2 - - - - - 14 12 - - 1♦ 12 - - - - 14 l2 - - - - - - 8 'a 8 a - 13•-0- ,4',0.. - - - 16 12 - - - - - - U 12 - - OS 55 _ _ _ _ - OS B - - - - - - a a' 5 3.5 - _ N//. .(q�; HV.. WINDOW BLADE 14 12 - - 14 12 - - 14' 12 - 1.5 8 15 B5 - a, 8 55 45 - 14 12 - _ - 14 12 - _ _ _ _ - 14 12 - _ _ = 6 3- _ _ _ = e 6 - _ _ _ _ - e 6 4 ] - WORKING IN UNISON 14•-0 14 12 - - - 14 12 - - - - - 14 12 - - - - - - 14 9 - - - - - - 14 12 - - - - - - - - 14 14 12 - 14 12 - - 10 4 10 75 - a 7S 5 4 D 4 14 115 - - - - 14 12- - - - - - 1{ /1 - - - - 0.5 4 - - - - - - 105 8 - - - _ _ 8 0 0 4 - - 14' - - - - - - - 14 - _ - - - - - 14 - - - - - - - 7.5 _ - - - - - _ 7.5 _ - - - - - - 75 55 35 3 - - - - 1$•-0- 14 _ _ _ _ _ _ _ 14 -_ _ _ _ _ ,4 _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ - a e a 7 7 3.5 - - 14 14 _ _ _ _ _ _ _ ,4 _ _ _ _ _ _ 9 _ _ _ _ _ a _ _ _ _ _ _ _ B T. 43 J3 3 - - _ _ ,4 74 _ _ _ _ 14 _ _ _ _ ,0 _ _ _ _ _ _ _ 10 _ _ _ _ _ _ _ .B 7.5 6 4 _ 1L _ _ _ _ _ _ ,4 _ _ _ _ ,4 _ _ _ _ 7. _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ _ 16•-0- 14 = _ _ 14 _ ._ _ - _ 14 _ _ - _ _ 14 _ _ _ _ _ _ _ ,4 _ _ _ _ _ _ _ _ 14 14 _ _ _ g __ _ _ _ _ g _ _- _ _ 7 5.5 3.5 g 8 0 75,6 -3. 0 8.5 4 SS - 14 _ _ _ _ _ _ - 14 _ _ _ _ _ _ _ 14 _ _ -- _ _ - 9,y _ _ _ _ _ _ _ 9.5 _ _ _ _ = 8 7' 45- - _ _ = FLORIDA BUIlDIN6 CODE(Non High Velocity Hurricane Zone °u V111)1111� q�+ 02020 TILTECO•INC. ®2020 EASTERN METAI.SUPPLY, INC. �'�s�? �CEN `/ BERTHA HV;M C. �, I L E C O IN A,S,S.A, Accordion Shutter System No.441 I -_ _ KV MADE#1 W/OR W/D KV.WNDOW BLADE _f� TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems .N DESCRIPTION DATE DRAWN BY: MY6X3 N.W.36th.SR;514.305,VWONIA GARDENS.ROMOA 3316 Assoclation, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 Z-0". STATE Ph-:(305)871-1530.Fur:(305)871-1531 4268 Westroads Drive 2 �90 6� a-m4R:eRec40.0- West Palm Beach, FL 33407 s DRAWING No ,c 0 R I •3�.� aA-0006719 4 A.TIUR d WA _ 20-164 FLORIDAy1ONAL 1� `\``r LTFA r.P.E. _ SEAL/SIGNATURE/PATE uo. at167 s SHEET Y 6 12 OF 20 MAXI UM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDMG mm)NnNG TYPE FOR QDNC}FTE OR CONCRETE R OCK I CT LLAMONc (SEE MOUNTINGS E G.&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POINTED WNIGRET,/OONCRIVE BOCK POLRED CONgtE1E (A) TO EXISTING POURED CONCRETE:(Mtn,fe-3 kei) MW (E)WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Ain.fo 3 k8i) SPAN ANCHORS SPACING LPGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Min.fc=3 kxi) (H) A.DESIRI KMAUNE PRF4 RAINO •DESIGN KELAI E R,OPC SD,DESIGN.NWXK.PRESM R4 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min,fc-2 W) 30 M 60 75 00 t20 160 205 30 40 6D 75 90 120 160 205 30 40 60 75.-00 120 160 205 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 LICENSED OR AUTHORZED VENDOR REGISTERED WITH THE AMERIGW SHUTTER SYSTEMS ASSOCIATION,INC. Min.fe=3 kRi) 14' 12 10 9 5 510 5.5 14 12 to a a 8 6 5' t4 12 10 e 0 -a _ 8 THREADFORM TECHNOLOGY 3'-0' 14 12 1D 9 0 9 e 8 14 12 10 B •8 8' 8 e, 14 12 `10 9 B 5 6 6 ALL POINTS SCUD-SET NOTES: OR 14 12 10 D 8 e 6 8 14 12 1D B 8 8 8 6 14 72 10 9 8 e 6 & BLUE TAP W CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 f0 'B B B e 7 14 12 10 9 8 8' 6 5 14 12 10 9 8 8 6 6 / 14 XI I B 7 55 3.5 14 .12 10. 9 8 0 6 5 14 12 10 9 8 8 6 S TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' is 8 8 6, 6 14 12 10 9 8 8 0 -0 14 12 10 B 8 8 6 5.5 A.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 B -8 6 4 14 12. f0 9 e 6 6 4.5 14 12 10 9 e e 4 33 IMO STUCCO SHALL BE PERMITIID. 1/4'0-20-SS.MACHINE SCREW USED SHALL BE 1 1/2'TANG MINIMUM SHOULD STUCCO EXIST,AND 8. D 6 4.5 14 .12 10 9 8 8 0 S.5 14 12 10 9 8 8 6 4.6 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 5.5 35 - 14 12 10 9 B 8 6 5 14' 12 10 -9 8 7 5.5 4 ♦SEE OVMONS OF USE-R 14 12 1D' '9 B 8 6 6 14 12 10 9 B 8 6 5.5 14 12 10 9 8 8 e 45 6VDE(tea ON SHEET 19 PAVERS G WALL OR FLOOR, 5'-0 14 12 10 9 B 7 4 - 14 12 10 B E FOUND ON B 85 5 JS 14 12. 10. 8 85 5 3.5 J - - - - A3)ANCHORS SHALL BE LONG ENOUG IN CASE THAT PRECAST STONF,PN TO REACN THEEMAIN STR UCTURE 8E}IIND SAID WALL BFlNISHES,ANCHORATHE GE SNNALL BE AS INDICATED ON 74 12 10 9 a 75 as 14 12- f0 9 e e 'a 45 14 72 10 -9 8 e 45 75 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SUING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14- 12 9,5 75 6.5 45 14 12 10 9 8 7.5 55 4 14 12 110 9 8 6 4.5 33 INSTALLATION INTO EIFS WTTH'METAL STUDS SEE SHEET 20. 6'-0' 14 12; 70 9 8 8 6 14 12 10 9 e B B. 5 14 12 10' 8 8 55 5 &5 14 12 10 9 73 5.5 3 - 14 12, 10 &5 7 S.5 4 3 14 12 B 65 53 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM Cr90) 14. 12 10. 0 8 e. - 14 '12. 10 s, .e B-5 5 5.75 14 12 10 83 'B 3 4 - - 1/410 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX. 14 t2 8 .5 SS 3 - - 14 12 10 9 B 95 4.5 3.5 14 12 t0 e ] 5 3.5 3` - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL.POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'_0• 14 12 10 9 8 8 - = 14 12 10 9 8 7. 5 4 14 12 10 -9 73 5.5 4 3. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 85 4. - - 14 12 0 75 B 4.5 35 - 14 105 7 54 4.5 35 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 74 12 10 BS 7 4 - 17 .12 10 9 7-5 5.5 4 - 74 129 7 7.5 45 - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 '7 55 45 - - - 14, 12 10 9 7.55.5 { 14 12 9 7' 6 45 3, - NOTES: 14 12 10 9 8 65 - - 14 12'10 0 8 0 4 - 14 12 10 B 6.5 5 35 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/$AND TAPCON 14 12,8.5 7 53 3 - -i 14 '12 -!-.!A 55 4 3' - 25 95 6 5 ♦ 3 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'_ 14 12 9.5 7.5 8 -114 1 12 IOZI 8 55 5 - 14 112 .8 5.5.5 4 t3 9.516.5 5 13.51- - 14 121 10 0 85 5 - -114112 a 65 5 4 - - 13.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9' B - - - 14 72 10 9 7.6 4.5 - - 14 12 65 7 5.5 4 - = EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAH BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 11.575 0 4 - - - 14 11 7,5.5 5 E.5 - - 11 B 55 43 35 - - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6.54.5 - - 14 12 I 7 SS 4 - 14 10.5 7 5.5 9 45 1.5 85 55 4- - - - - 14 12 a -7 8 4.5 - 14 11 -7 SS 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, 10'-0' 1 12 .10 0. 7.5 - - 14 12- f0.S. 65 5 14 12 8 6, 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 144 10.5 7 5 35 - - - 13 B.&6.5 5 4 3 - - 10 7.5 5 4 3 - NOTES 9.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 75 5.5 - "- - 14 17S 9 e 5 4-- - 125 ITS 6 5'1 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. OS a -5 - 14 .12 8 65 &5 4 - 13 10 65 5 4 3 11,_a. 14 12 10, - - - - - 14 12 9, 7 6 4.5 - - 14 105 7 55 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMDJDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 95 .5- - - - - - 12. 9- 6 4-5 4 J - - _9 7 43 35 3 - 14 10-1 7 - - 14 105 7 &5 45 11.5 85 55 4.5&75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. BS T 45. - - 14 11.5 7S e 3 - - 12 9 b 4.5 4 12'-0' 14 72 70 -' - - - - 14- t2 B 65 &5 - - 73. 10 8.5 5 4 - - - _EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, 11.5 B3 45 - - - - 11 8 5S 4 3.5 - _ 9 6 4 3, - - - - MAXIMUM-ANCHOR SPACINGS ARE VALID FOR EDGE.DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9.5 8 13 9.5 &5 5. 4 -5 8 5 4 BY.MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOYNG FACTORS. 9 65 - - 14 10.5 7 &5 4.5 - - It BS 55 4.6 3.5 - REDUCED SPACING OBTAINED USNNG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED.FOR EACH ANCHOR TYPE 13'-0' 14 12 - - - - - - 14 11.5 7S 6 5 - - - 12 9'- 6 4.5. '{ FACTOR ' t0.5 B - - - - - 10 75 5- 4 3- - 75 &5 4 3 - ACTUAL' - TAPCON Wlili ADVANCED TAPPER.+ 125 85 - - - - - 12 19 6 45 4 - - 9.5 .7 5 A - - - EDGE TAPOON THREADFORM TECHNOLOGY ALL POINT SOLID SET OWE TAP W/CAP MIN.SPADING 8 8 - - - - - 13 9.S BS 5 - - - OS 75 5 .. - - 1 HV BLADE OR DICTANCE tAN.SPACING 3' MIN.SPACING 3' MIN.SPAIIBIC 3 1 2 WN.SPACING=3' 3 3 4 4' 14'-0' IL 12 - - __ - is 10.S 7 55 - _ t1 &5 5.5 4.5 - - - E.D. /' /' t0 75 - - - - - - B 7 4.5 J5 - - - - 7 8 3.5 7 - - - - V BLADE POURED CONCRETE& POLEffD CONCRETE CON BETE IiDI3( POURED CONCRETE& POURED CONCRETE&P01pE0 CONCRETE CONCKIE OGOC 1.5 e - - - - - 11 8 5.5 4,5 - - 9 6.5 15 - - - CONCRETE BLOCK IQi EA•S 1/Y MN.E0..2 1/7 CONCRETE BLOCK CONCRETE BLOCK 6R.EA,3 1/Y MN EO.2 1/Y 7.5 - - 12 0 6 - 9.S 7 4.5 - V WINDOW I%EO•Y 1AN EA•J1Y MN ED.a 3,5 la ss - - - _ - as -s s - - - - - BLADE WORKING 3• 1.0 ..0.90 1.0 0.78 1.0 0.84 1.0 15'-0" 9 _ - - - - - - &S 6.5 4 - - - - - 6.5 S 3 - - - - - 2 1/2' - 0.81 1.0 - - - O.B7 1.0 tl0= - - 0.5 6 5 - - 8.5 6 4 - _ _ _ _ IN .UNISON ♦ 2• 0.71 - 0.51 7 - - - - - - -E17 5.5 - - - - - B 85 4.5 - - - - - 1 3/4' - 0.91 - - - 0•43 - 14 - - - - 6 - - - - - 10 7.S 5 - - - - - B 4 .53 5 - - - - - - 5 = _ _ ==a,e a - - = fLORIDA BUILDING CODE(Hon High velocity Hurricane Zone `Ny111111111 111j," 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. .... ..�/�,%',� BERTHA HVTM �,•'��CE ;__ A S S Accordion Shutter System No,44 67 c' ■ ■ ■ ■ H.V.EAhDE1 w/oR w/a Hv wIr�ow elAnE _*•: 7E Z.x9 dip TILLIT TESTING & ENGINEERING COMPANY AmerlCan Shutter Systems REV.N DESCRIPTION DATE DRAWN W. UP STATE F = 6355 N.W.36N.SL,Ste.303,MKINIA GAMINS,FLORIDA 3316 Association, Inc. 1 OW 17-107 /z/20z DATE: 7/2 2020 �'. Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No '.�i(�'• 'ZORI,P,.•'c1k'�� e-muICI:A 8�60191- West Palm Beach. FL 33407 3 ;,��is'••••••, `A WAITER A TILLIT1 J,P.E. 4 Z1J-164 "'S�811111 R'EZ%�EAL/SIGNATURE/DATE FLORIDA u�.a 441e7 5 SHEET s 13 OF 20 MAXIMUM ANCHOR* SPACING�jn.) SCHEDULE FOR A GIVEN MAX, SH RATINGUTTER SPAN, A.S.D DESIGN NEGATIVE PRESSURE AND A CORRESPONDING MOUNTING TYPE TOR CONCRE OR CONCRETE BLOCK INSMATIONS (SEE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE OONCRETE BLOCK ANCHORS SPACING LEGEND I Will(OVER& 11 TRENCH W10YUM M011�It10 QRAINGUARD MOUNTING QK WALL/ROOR MOUNTING (g)WALL/WALK OVER MOUNTING (gyp DWMMMN NUMUGa:PRSSIWE RNBMc 6&ASD.D1.9GN WAK MMIRe RAND(99 LSD.D5i EM-PRISM RA1NGbdj&SA DTSIBN HELM PI553UNE RAfl10(pd ON OR TAPCOTAPC H ADVANCED 30 40 50 75 90 120 16D 205 30 40 60 75 90 1201160 205 30 40 60 75 90 120 160 205 30 40 W 75 SO 120 160 205 THREADFORM TECHNOLOGY u 12 10 9 a s 12 12 12.12 12 1s ss 63 0 7 7 7 7 7 7 S J. 5 ALL POINTS SOLID-SET 14 72 10 9 e e p 6 1212 12 12 12 12 95 7 7 7 7 7 7 7 7 7 E 5 5 5 5 5lfSS 14 12 10 '9e e 8 e 1212 12.12 0.5 8 6 45 7 7 7 7 7 7 7 p3 S S S 5 5 5 BLUE TAP 14 12 10 D 8 e 8 6 12 12 12 12 12 f0 7.5' 8 7 7 7 7 7 7 7 7 5 b 5 5 5 5 TAPPER+ 14 12 10 9 8 B 8 8 12 12 12 12 1.5 e.S &5 5 7 7 7 7 7 7 65 4 0 S 5 5 b 4 4'-O• 1412 10 9 5 p 6 B 12 12 12 12 12 95 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 514 12 10 8 8 0 0 _ /212 12 D5 8 6 4.5 3.5 77 7 7 7 7 BS 6 5 S 5 5 S14 12 10 5 0 0 6 6 12 12121210 7.5 53 4 7 7 7 7 7 7 7 5.5 S 5 5 5 3 5 1{ 12 10' B p e 8 0 12 1212 11 B 7 5 4 7 7 7' 7 7 SS 4 3 3 9 9 S: 4 3 5•-0• 14 12 10 9 p p 5 B 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 S 5 5 5 11 12 10 B B 8 B 0 12 12 9.5 7.5 8 4.5 35 - 7 7 7 7 7 7 5 3.5 b S S 5 E 5 S 4 14 12 10 9 8 p 6 8 12 12 12 DS 86 4.5 - 7 7 7 7 7 7 &5 4 5 5 5 5 S 5 5 4 # SEE ANCHOR 14 12 10 9 B 8 B E 12 12 1S 9 75 Sb 4 3 7 7 7 7 7 4.5 3.5 - 5 5 S S 5 45 3.5 - SPECIFICATIONS 14 12 10 9 e 5 8 B 12 12 12 10 5 6 4.5 JS 7 7 7 7 7 7 7 7 5 5 S 5 S 5 5 5 5'-0� 14 12 10 9 8 e e a 12 12 0 8 5 { J - 7 '7 7 7 7 5.5 { - 5. 5 5 S 5 5 4 3 ON SHEET 13 14 12 10 9 p 8 8, 6 12 12 10 8 0.5 5 75 - 7 7 7 7 7 6 4S - 5 5 5 5 5 S 45 - 14 12 iD 9 8 p 6 b 12 12 10 8 85 5 3.5 - 7 7 7 83 5.5 4 5 3 5 5 5' 4 J' 7'-0• 14 12 10 9 '0 p 8 B 12 12 12 B.E 7 5 4 3 7 7 7 7 7 7 7 e 5 6 5 6 5 3 5 5 14 12 10 9 e 8. 6 6 1210 .b 5 43 3 7 7 7 7 63 5 3 5 3 5 5 5 5 S. 3 14 1z 10 9 e e b 6 12 12 6S 7 &s 4 - - 7- 7 7 7- 7. 5 - - 5 5 5 5 5 3 4 - .Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 B 5 - 12 12 83 7 fl5 4 3 - 7 7 7 5.5 4.6 3 - - 3 5 5 5 43 J5 - - PSF A.S.D DESIGN PRESSURE 14 12 1D 9 0 8 6 - 12 12 03 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 S 5 5 14 12 10 9 e e s - Iz e e {5 4 3 - - 7 7 7 7 7 7 - - 5 5 S 5 3 4 3 - RATING & FOR SPANS PER _ _ _ SCHEDULE #3, SHEET 11 14 12 10 9 5 8 6 - 12 9 7S B 5 7s 7 7 7 7.5 8 4 - 5 5 5' 5 5 45 14 12 10 9 6 e - 12 1.5 75 6 5 &B - 7 7 &S 5 ! 5 5 5 5 4 3 9,_0. 14 12 10 B p 8 - - 12 12 9.5 eS 55 4 3 - 7 7 7 7 7 7 e 3 5 5 5 5 5 5 5 E 74 12 10 9 e 8 03 e 6 4 7S - 7 7 7 8 S JS - b p S b 5 1 S 14.12 70 B p e - 12 10 e5 S 45 - 7 7 7 6.5 S.S - 5 5 5 5 5 4 14 12 10 9 e 0 - - 12 03 7 5.5 {.S 35 - 7 7 55 4.0 3.5 - _ 5 5 5 43 S5 - 10'-0�14 12 10 B 8 B - 12 71 e3 e 5 3.5 - 7 7 7 7 7 7 {S 5 5 5 5- S 5 8 43 14 12 10 9 0 5 - 93 7 45 35 3 7 7 7 55 45 - _ 5 S S 5 4.513.5 - 14 12 10. _9 8 a - 120 5 5 4 7 7 7 6 S 5 5- S 43 S 14 72 10 9 8 e - 12 9S 6- 5 4 3 - 7 7 5 4 3 5 5 5 4 35 - 11•-0�14 12 10 9 8 8 - - 12 10 7 55 45 35 - - 7 7 .7 7 7 7 Ls - 5 S S 13.5 - 7_.,2 ,D9pp _ _ �pp� , M53 _ _ _ 7783 { _ _ _ 5S5HV BLADE ONLY 14 12 1D 9 e 5 - - n e 53 4 - - - - 7 7 7 s5 43 - - - s s. 5 - - 14 12 10 9 8 _ ./3 8S SS 45 &5 - 7 7.4.5 J.5 - 5 5 43 12'-0'1412 10 9 B - - 12 BS 6.5 5 4 3 - - 77 7 77 e 3 - 5 5 5 4314 12 10 9 p 8 8 4 ! 7 7 &5 {5 S3 5 5 5 14 12 10 9. B - 10 75 S L 7 7 8 5 S 9 5 14 12100 - 03 8 5 4 fl5 45 3.5 - _ 5 5 4S 13•-0-1412 10 9 8 - - - 15 6S 6 4.5 3.5 3 - 7 7 7 7 7 45 - 5 S 5 4_5 S3 1{ 12 10 9 8 7 55 3.5 J J 5 5 5 14 12 10. 9 8 - - - 9 7 45 75 - 7 7 55 4.5 - - - - S S 5 1412109 - - _ 10 75 5 4 3 - - - 7 6 4 3 - - - 5 5 43 - - 14'-0.14 12 10 .0.5 5 53 4 33 - - - 7 7 7 7 7 4 - - S 5 5 S 5 S { 3 14 12 10 9 eS 9 J 7 7 5 35 - 5 5 5 4 14 12 10 9 - fl5 8.5 4 -- - 7 7 5 4 - - - S S S 4 '- _ 14 12 10 - 9 7 45 3.5 J 1 _L 5.5 3.5 - 5 5 33 3 15•-0•14 12 10 - - - - - 10 73 S 4 J - - - 7 7 7 7 7 J.5 - - 5 5 S 5 5 5 4 3 14 12 10 --'' 8 45 3 7 7 4.S J S 5 45 35 - f1 12 10 - - - - _ p 6 4 - - - - - 7 7. 5 - - - - 5 5 5 1 - - - 14 12 70 - - - - - fl5 B 4 ]S - - - - 7 SS J.5 - - - - - 5 5 33 - - 16•-0.14 12 10 - - - - - 9.5 -7 {3-33 S - - - 7 7 7 7 6 3 - - 5 5 5 S E 43�33 11 12 f0 - e 4S 3 7 83 4 5 5 { 35 14 1z 10 - - - - - 7.5 55 7s - - - - - 7 7 as - - - - - e 5 4.s - - - - _- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 7 `` �lt1111111 j'' 1LTEC0,INC. 02D20 EASTERN METAL SUPPLY,INC. �_ �•• /T BERTHA HVTM A S S Acordion Shutter System H.V. MADE 1 w OR w o Kv NINDON�At1E No.44167 ' / / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly_N. oEscwlm9x DATE DRAWN BY. Mp a STATE F r' �� 6355 N.W.361.St,St.305.VIRGINIA GARDENS.NLOMDA 3316 Asacclation, Inc. 1 OLD 17-107 7/2/202C DATE: 7/2 2020 Ph..:(305)871-1530.F4x:(305)871-1531 4268 Westroods Drive z DRAWING No :gyp' F ZORI �� "°G °o1BlCO" West Palm Beach, FL 33407 3 n \ 20-164 �� L)S'•'•'•' •N6'��T' WALTER A 11UJT J,P.E 4 �''"n,ONIA; '`'%SEAL/SIGNATURE/DATE R0R0A U. 44167 B SHEET OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RA71NG AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). lJ B !EE3;T Fz;i�AT F=- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. CDX 2 WG/L AMIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD go G.S 0 p W/ W/ MIN. G-0.43 W MIN. G=0.36 wxNUM SPAN(R) 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.D.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS (4 & X W & X W & X P & Q S&V S&V S&V LM 8901167.7E W=RM(4 kSIL 001 IBAK BURK RM 64 LM 8901 IWX RMKWK(.0 kS&DIM K=NZEFAD(M)UA BOB!=K RON WM fly)aM 8901 WK RMSEMC(NQ LU 851T MDE RM9 WXM dD.DAM MM 10591E ROC M W BRIM NDAE 3El11IE WNC&4 NS7L MIN am RMN wcM 30 40 60175 90 1105 30 40 60 75 90 1105 30 40 6075 90 65 30 40 66175 90 b05130 40. 6075 190 105 30 40 60 75 190 1105130 40 60 75 90 105 30 40 60 75 90 OS 30 40 6075 90 105.30 40 6075 90 105 -0'OR LESS 12. 10 11019 8 8 6 6 6 6 6 6 12 10 10 9 8 10 6 6 6 6 6 16 12 10 -10 9 18- 8 6 16 6 6 16 16 16 15-1 4 14 4 3 12 12 12 12 112 112 12 12 12 112 112 12 112 12 112 112 112 12 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 16 16 15 5 4 4 4 3 12 12 12 12 112 112 12 12 12 12 12 12 12 12 12.12 12 12 5'-0' 12 10 10 9 8 B 6 6 6 6 6 5.5 12 10 10 9 B 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 112 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 _L 6.5 6 6' 6 8 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 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 t2 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 B 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 35 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 10.58.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3S - 6 8 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 12 11 9.5 12 12 1.5 9 7.5 .5 9'-O' 12101053.5 6655 .53.53121094 - - 664.5433121043 - 664.5433653:5- - - 121212121210, 72121211. 9.58.51212108 6.5 5.5 10'-0' 12 10,7.5 4 - 6 6 5 4 3, - 12 10 6 3 - 6 B 4 .5 3 - 12 10 3 - 6 6 4' .5 3 - 6 5 - - 12 12 12 12 11.58.5 12 12 12 10. 8:57.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 5 5.5 3.5- - 12 10 - - - 6 5.5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 5.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - 6 5 12 12 12 1.5 9.5 8 12 12 11 8S 7 6 12 �1.5 7.5 6 5 4 13'-0' 12 10 - 6 6 - 12 10 - - 6 4.5 - - 12 .5 - - - - 6 4.5 - - 6 4S - - 12 12 12 ID. 6.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7'S.5 4.5 4 14'-0' 12 10 - - - 6 SS - - 12 7 - 5.5 4.5 - 12 7 - - .5 4.5 - - - 6 3 - - 12 12 12 9.5 1 8 12 12 9.5 7.5 6 d,5 12 9S B.5 5 4 3 15'-0' 12 - - - 6 - - - - - 12 - - - - - 5 - - 12 - - - - 5 - - - 6 - - - - 12 12 11 9 7.5 5 12 12 8S 7 6 4 12 B e 5 4 - 16'-0' 12 - - 6 - - 12 - - 5 - - 11. - - 5 1- - I8 - -112 112 10 8.5 6.5 1 4 12 12 8 6S 5 3 11.5 .5 5.5 4.5 3.5- n.HV BLADE OR In HV BLADE WZ d�A HV WINDOW BLADE WORKING IN UNISON* .SLE UNJ[AT"or LLY FOii BLADE(9 an SHEET 10 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2 W/G-0.55(N.DS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED Bf I.T.W.BUtIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -D000 AS FIR W/G-0S0(N.DS) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE R M R NOR W/O-0.43(N.DS) EXCEPItON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS) 2 ANCHORS TO HOLLOW CEILING SFNLL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1986 APA) LAD SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLCMNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone OgI 1 111 Ifft, 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY,INC. ��Q��e EN L/TJ!•,,� BERTHA HVTM A.S.S.A. y \c -, Accordion Shutter System IM MADE g1 W/OR W/0 HV.WIN I V BLADE N0.44 67 American Shutter Systems 3EV.N DESCRIPTION DATE DRAWN BY: MP TILUT TESTING & ENGINEERING COMPANY *: * m.St.Ste.305.Y7RGRWA GARDENS.FLOMMA 331e Association, Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 6355 N.W.36 o: STATE F � Ph.m:(305)871-1530.Fa■:(305)871-1531 4268 Westroads Drive 2 DRAWING No '%gyp'' FLDR P'\ e-mail:UleeaOool.eam West Palm Beach, FL 33407 3 20 94 CA-0006719 ON �%IIEAL/SIGNATURE/DATE FLORIDA u.B 44187 5 SH19�OF 20 1 INSTALLATION- DETAILS. ON EXISTING WOOD BUILDINGS FOR , HV & 9 HV* BLADES : AS APPLICABLE MAX, S ER SPAN L+ 0 — 0INSTALLATIONS- TO HV BLADESHALL' WALL FINISHB_ E LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING,-SEE SHEET 19 FOR MAX SPAN & Nh i-ci -1/4.0 TAPCON OR A.S.D. SIGN P ESSURE RATING FOR INSTALLATION BLADE 1).& A WORKING IN UNISON ' TAPCON WITH ADVANCED - j THREAOFORM TECHNOLOGY 1//4.0 TAPCON OR W/1 1/2-Min.PENETRATION II TICON WI1H ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO _r W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD WOOD HERDER. 0 MN SEPARATWN -� WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I (SEE SCHEDULE ON SHEET 15) 1 TO FO(�SFIE ODR 1/4'0-TOx3/4'S.S.MACHINE SCHEDULE ON Er ®o 118 SCREWS W/ 1/4'-20 NUTS p—11 FOR BLADEOaND 14f7 l 1 ORO 1 ,'+ A 12'O.C. Y ON 5 19 FOR s t1t t \ 1'Min. x EXISTINGY BLADES mk v rEQ E GLASS-I WALL Fl NISH II V-0PRONAL d \ II WA LL ,•EXISTING MIN. _ FINISH p t 1ILL��ff =?p DER WOOD �- E%ISTING MIN. '19 O N ) r1IIUU1IRH111I \ � p HEADER REQUIRED DR O II DER2".4 WOOD '>_- 1f'0 TAPCON OR TAPCON WITH ADVANCED EXISTING p p HEADER REQUIRED 1 MIN.SEPARAMON I j I O 1 i�7� THREADFORM TECHNOLOGY W/ 1 1/2• GLASS--I TO GLASS(SEE 1 Min:PENETRATION OF THREADED AREA TO SCHEDULE ON. EET I I MIN.SEPARA710N TO GLASS I :'T' EXISTING WOOD HEADER. 1 11 FOR BACX_ I EXISTING (SEE SCHEDULE ON SHEET it) (SEE SCHEDULE ON SHEET 15) 1 ON SHEET BID OR GLASS--1 I E4A0f3 0&Q� I 1 2'x4'CONT.SILL - - PLATE REO'D. OM HV WALL HEADER INSTALLATION (N)HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION EXISTING 1 MIN SEPARATION TO GLASS 1 j - MW.SEPARATION TO GLASS ") GU+SS—Y pOgiWG -(SEE SCHEDULE ON SHEET 1t) i 1 ! (SEE SCHEDULE ON SHEET 11) MIN.SEPARATION TO GLASS •I 1 Q GLASS_j •I IXISTNG I WOOD PLATE (SEE SCHEDULE ON SHEET 11) 1 _ 1 I GLASS--� I REO'D. 4'0-20x3/4'S.S. 1 r 1/4'0-20x3/4'S.S. NINE SCREWS 11 1 USING 1 4'-20 NUTS MACHINE SCREWS W/ 1 I / _ WALL \ 1/4'-20 NUTS® 121 I Y ®72'O.C. FINISH G.C. . t 13 OR • 2'x4'CONT. I I . . WOOD PLATE I .. 4-0 TAPCON OR TAPCON l 1 _ REO'D. Wit'Min. N M 1�� 1 p •{ ` \ THREADFORM TECHNOLOGY W/1A1/2' DVANCED MIn.PENETRATION OF THREADED AREA TG 1/4b TAPCON OR TAPCON WITH ADVANCED _. SILL PLATE ."ij EXISTING W000 HEADER. THREADFORM TECHNOLOGY W/1/2' 1/4'0 TAPCON OR r : REO'D. i -TAPCON WITH ADVANCED E SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' I/2'NIN.CD�' THRFADFORM TECHNOLOGY UTTER ASSEMBLY. '`•'� `WALL FINISH STUDS ® 16'O.C.MAX. PLYWOOD REQ D. W/1/2'Min.P(T1EIRATION OF UNTING SECTIONS CAN BE i/2-MIN.COX PLYWOOD REQ'D. REQ'D.PLYWOOD TG BE WALL FlNIS THREADED AREA INTO PLYWOODMBINED W ANY WAY TO EXISTING MIN.2'x4'STUDS® 16'G.C. MAX.REO'D. ATTACHED TO STUDS IN U ON SHEET 15) IT ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH - - WfTH SECTION 2306 OF THE F.B.C. SECTION 2300 OF THE ®HV WALL SILL INSTALLATION ♦SEE LIM TION9 OF USE OF ©HV WALL $ ILL INSTALLATION F.B.a Buoe(r sHlEr 1s FlONDA BUILDING CODE(Non High Velocity Hurricane Zone '( HT YII 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. / Vol, BE HVTM �Q '\,�CENS ��-- A.S.S.A.S S■ A Accordion Shutter System 7717DE7C O7im,, /yNo.441Itv B.ADE#1 W/OR W/0 H.V.WINDOW BLADE * TILLIT TESTING g ENGINEERING COMPANY American Shutter Systems �.N DESCRIPTION DATE DRAWN BY: M.P o'•, STATE 0 � > 6373 N.N.36th.SL,SW.305.VIRGINIA Q%RMS,FLORIDA 3318 Asacclatlon, Inc. I OLD 17-107 /2/202 DATE. 7/2/2020 Phone((305)371-1530.Fox:(305)871-1531 4268 Westroods Drive 2 --%��,c'• F�0R0, '�c1�'`� Gw oDDe71e West Palm Beach. FL 33407 s DRAWING No e-maR: 00067oot.eom JFS TONAL �c.`` WV TER 0.RWT J,.P.E 20-1 64 4 JJJFIAFFFtiLLtN SEAL/SIGNATURE/DATE naDa u`g u167 ' SHEET 6 OF 20 INSTALLATION DETAILS- ON EXISTING WOOD BUILDINGS FOR 'n HV & (nA HV♦ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf, A.S.D.—DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4'0 L THPCON OR EO' EO 2'MIN. ITH ADVANCED 4'x8'(Min.)EXISTING i M TECHNOLOGY WOOD BEAM REQUIRED. Min.PENETRATION STRUCTURAL ADEQUACY __ -EDGE(IF APPLICABLE) {•' D AREA TO 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAMDD HEADER. I. PHIWPS TRUSS HEAD TO BE CERTIFIED BYLE ON SHEET 15)J!E4 SINE SCREWS REGISTERED ENGINEER OR 3 /-EXISTING WOOD W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ EL TRUSSES OR n FED O 12 O.C. SHUTTER INSTALLATION. yp 1/2"-� 1/2' RAFTER O 24' L3,,' O.C.REQUIRED _ 1/4'0 TAPCON OR l _ .� 15 TAPCON WITH ADVANCED _ -�- r- 1 .257' THREADFORM TECHNOLOGY _ I i) �! ./ �-IXISTINC.THR. z\ I I Max. W/ 1 1/2'Min.PENETRATION �• _ 3/4'Yax.THK. OF THREADED AREA TO EO E 11413/4' EQ EO 1'x4'x1/8'CONT.ALUM.TUBE' 7 I�,� i �OPRONAL EXISTING WOOD HEADER. / / S•M•S• 4 (6063-T6 ALLOY)W/ (SEE SCHEDULE ON SHEET 15) O 6'O.C. I 1' (3)5/16'0 LAG SCREWS TO _,".... ©1 OF Q Or 15 I na 1©Or 15 EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT EXISTINC-I EXISTING MIN 2'x4' I MIDWIDTH OF EXISDNG WOOD HEADER REQ'D -V 1111 MEMBER,(2'Min.NOMINAL GLASS I� _ MIN.SEPARATION TO GLASS I OPEN HOLE AT EACH WIDTH)W/2'Min. (SEE SCHEDULE ON SHEET 11) EXISTING I STUD TO ACCEPT PENETRATION OF THREADED GLASS- I®I I' 5/16"0 LAG SCREW x AREA VALID FOR I I� I AT CENTER OF TUBE, INSTALLATIONS WITH 72pef I MR.STPARARot {$Wp( I MAX.A.S.D.DE51GN LOAD AND QS HV WALL HEADER INSTALLATION 1 10GAII(SEE EXSTIN0 I siN r 9'-O'MAX SPAN.THIS _4 1�EE OON SHEET' LASS( INSTALLATION IS ONLY VALID I ON SIM 10 Fat N OR ® -)it TOR PALE DANp FOR WOOD W/MIN.SPECIFIC TOR GRAWTY OF 0.50 AS DOUGLAS 1tl-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY BLADES k® ♦ FIR OR SOUTHERN PINE No.2. IN MLYNWAYGTS SECTIONS rr C N BE CO� OHV CEILING INSTALLATION I 1. OR® OR EQUAL U HV CEILING INSTALLATION SEPARAMIN.SEPARATION TO GLASS I 1 To taws(� --10 OR 1�♦ MIN. (SEE SCHEDULE ON SHEET 11) EXISTING 1E OATSHWO I SEPARATION EXISTING 1 GAS ]' e�mha _I(SEE SCH TO DULE I I 1 GLANj 1 ION SHEET 11) I I 9 i f I ALTER CHOIR I I I J ANCHOR I I I $ I I 8 WALL _ 1 LOCATION EXISTING FINISH I I I J/8 MIN. GLASS, I 1/q' 6 7 nit -WAS#10HER AD W' ' D21.6'ECK MIN.WOOD T J/8'MIN. Max. •Q -WASHER MEAD TEK DECK REQUIRED SCREWS O 12'O.c13 OR 2'x6'MIN.WOOD n (NO FINISH DECK REQUIRED(NO ALLOWED) w ' • 19 FINISHALLOWED) F1)(,EEO 0- 2' 1-I• c EOOE LI DECK _ � DF EDGE OF DECK IF APPLICABLE �_Eg £t1- .�� DECK AIF APPLICABLE APPUCABLEL2� I1/4'0PS TRUSS S.S. s- ��1/4b TAPCON OR �PHIWPS TRUSS HEAD pLONT. TAPCON WTTH ADVANCED M'n' MACHINE SCREWS 1/4'0 7APCON OR TAPCON PATH ADVANLATE THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM THREADFORM TECHNOLOGY W/1 1/2 W/ 1 1/2'Min.PENETRATION O 12'O.C. 2'MIN. OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADEDPENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA 70 EXISTING WOOD HEADER(SEE (SEE SCHEDULE ON SHFFT 15) SCHEDULE ON SHEET 15) ♦SFE LIYRAONNS OF USE FOR QX H_Y WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE 1�ON SHEET 19 OW HV FLOOR .INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 0(Illlllllll 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM �Tjl�TLE A.S,S�A, Accordion Shutter System O ,N�. �• No.441 7�� ltv arDE#1 w/OR w/o RV.N1ND01V BLADE *: * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,H DESCRIPTION GATE DRAWN BY: uP eJss H.W.Jsm.St.see.Jos,vwOlwA cMtoERs,FLORIDA JTm Assaelatlon� Inc. 1 OLD 17-107 /2/202 DA-- 7 2 2020 z e'• STATED Phone:(305)871-1570.Faa:(305)871-iSJ1 4268 Westroods Drive 2 / F e-mall:tilteco®ool.com DRAWING No ''!,mac • COR10••r� CA-0006719 west Palm Beach, FL 33407 J �,SS�ONA�R SEAL/SIGNATURE/DATE ROR10A u p 44167E s SHEET B4 6 17 OF 20 END INSTALLATIONS n HV BLADE OR i1 Al WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2•M'UN."DOD XW WIN. STUpS REDID. 2'N•1TIL.00° 1IOpO STUDS ;; .1/4Y nPCON / I c< sum RE°b. (AS AIWUI.1RLE) • \ / ANCNaR O 9'OG -xm� // /- / - / / /ir• Woo STUDS. \\ / N t 1 •YWfD \ / SIODS OR W/YN. '' \ ! T' (AS APPLICABLE) I 1/2"JPyeN'EMTION \\ / ' ••�' �1L a2STINO CLASS yt �I R1M000 P IA �fWSN .il //r \\\ SNOS aUSt. ` OOSTINP GEAS:• t)USM9 GLASS w aL13T210 GLASS IPA gpiPoalO+ S'� Ifl 9Pl � 1/2- COX `7' 01".'x\'` I }j�.- — sOrom am Cox �WSW 's::;,,.5�'p:."S".`v. _ +/2' 57EroaAE�a sxEEr Y1G IS�NW�D'1 Isa 11 10R e/DE mpo ,/1617•Y4f / 11 i019/OE mATO _ roEAASS I/2'WN.CDX_- ii.. f�_'R 3.�'i N' roDLL's t3I ON S14T 19 FOR (WOYT9)CONT. [ W SNao n FfN SOEpFE ON 9¢T Rn0o0. - STNAAE 01 SFEEI F9®1 TVA ® a s¢ 1a 1moRNO 1/2• t1 1TN 1AALEmNo WALL OJLLSm1® YI9N. ALUM.CLOSER gALESm6 PLATE.(1 ,!2•.. PL1'NOOD, Nf9 ' 1#M6®tk 0 @ � AT EM(CR NN mhI OFg 1IOA/a S.Y.S � YY 1'W Ya UvlL os /2 S.U.S. -— DIGw w-r ( _—- 016 O.C. + 7 twaT-n Auml AT wexoort 4 (n3J))toAVY s.us nt7r • rid,I. WIJ-1 I ICI"AT ro SEE DETAIL x I OR oR¢n eoe a > , OR®4 ,ry SIDE O°NNEGIION _ SEE PETAL 2 FOR 1 OR LqO TO T,UOGSet ONNfNRRON •t�"'ao-o'®•®" o-(;�-V_l•l�J.l•®-/ SIDE CONNECTION -o'�•®- ® 6 ��®-Z�i•i4-p®-J To TRACKS Q-BO•® ro TRACKS C�®-�•a�-®®- °O.O•t�-©•O.4ib- ��-©•€ti-p•Q9• p.�7.�•©.Q•®. ®•p•d�i•p•7p•®- END CONNECTION DETAIL® -� ON® END CONNECTI OETAILO 8 END CONNECTION DETAIL 8O AND CONNEGTION DETAIL ,�jOSTO.; • IaR11WFD ONLY F64 SPANS GREATER THAN 12•-d 2'i611)S 1 WOOD 1/4.0 TAPPON ANCN06 1/4b MACON AMID /fOx1/2'SALS / _- N!1 1/Y W �/I I/Y soi on oc I�LaPS01G KISS PENETR/.T101 o t2'o.c PENETRATION 0 12'ca� J Yra SDWOMOL t SEE LIMRA710N5 OF USE FOR 1/2•MIN. 5?ImEE�a 9�EET 4 _ ro oAs(SQ: / /;, II FIR 9v¢IDANP 4 BLADE 1A ON SHEET 79 SOfIIIE FtL SNQ7 40q" a SFF719® -'-- -D �4 2 RN •'� TOR 4 RNSH 2:P 1W.Nbm VAIL •�•(�Oi 00-iY C3• ©-Qr•Q-©.®. mms REaro am ®•CAD-�3•(�➢-©•©- ®•i�•�3•QA-OO•L�i- e0 C4-®•i�-®® DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ........;•'/�.ii--- 02020 TIUECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM ` No,ants ' I L E C O Inc. AAS A■ Accordion Shutter System H.V.BLADE 1 W OR W 0 H.V.WIMM BLADE STATE OF :Q.�`'' ,A TILUT TESTING & ENGINEERING COMPANY ®r1•COn Shutter Systems [V.N DESCRIPTION DATE DRAWN BY: Y.P `O� 6355 N.N.aGth.St.,Si.3Ds.tRRONW GARDENS.EIAROA„I6' /1.isociatlon, Inc. , OLET 17-I D7 � /2/2oz GATE: 7/z/2D2o J� PhD a:(105)071-1530.FaN:(305)871=1531 4268 Westroods 16Mive 2 --/js5'/Q..•.. G`�\' ��CALooaeoeEcaR West Palm Beach, FL 33407 s DRAWING No NAL E. 20-164 /////E/IIIIIELLIIII\``' WAITER A"'U"Jr.P-F 4 P.E. SEAL/SIGNATURE/DATE nORIOA Uc.l 44167 s SHEET 6 0 0 „m 1�j7 m�4 • FERAL I ItRATIONS AuD CONDITIONS OF Lc FOR B61THA 0 A 7 1 1 1,MAX.A.S.O.DESIGN PRESSURE RATING:+110,- 110 P.J. 2 MN(.SHUTTER SPAN:96' I 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16&17. i },ONLY CENIERMATES(21 (BOTH W/ 4 OR ARE—CASE LLOWED WITH 1 a �9- (2�1 MUST BE T{LUDED ONLY 0 T EXTERIOR IORAACCESS SIDE OF OF OPP NC Om®m N 1p TYP.M END ♦ • ♦ ♦ ♦ • S.(A)HV WW00W ERAOE SHALL ONLY ALLOW A MAXIMUM S OF 5 OPRINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. C'."4 I / (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 10 MAX.5 WINDOWS 2 • • ♦ • • OF ANY 3Y0 HOLE FOR(�SHALL BE 127. ALLOWED Ai NV BS MAT)OW BLADE® - (C)FTRSf OR L/ySf BLADE COMING OUT FROM STARTERS AT RIDS MAY BE HV WINDOW BLADE 1 1 (D)HV WINDOW BLADE iQ MUST BE USED ALTERNATE TO A SOLID HV BLADEO .Ik'L is Y THROUGHOUT SHUTTER'S WIDTH. • ♦ ♦ ♦ ♦ • _ � j1 i (E)Ct'�ERNATES S S D ALWAYS BE INSTALLED ADJACENT TO A SOLID FN BLADEV7 AT ETHER SIDE OF THEM. `' ;5 •', (F)POLYCAIMNATE HV WINDOW®SHALL BE INSTALLED 50 TFjAT TABS FACE SEE ENO THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4 MUST BE CONNECTION • • ♦ • ♦ $ L U 1 ONLY INSTALLED AND LOCKED USING A LIV SETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS tl S.! 1J 1111 INC. FULL HEIGHTIS . QB� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLA7I0HS INTO WOOD FRAME 6 a BUILDINGS ON SHEET 15,AS UMTED BY SPAN AND DESIGN LOAD(SEE N07ES z PQ6. I &2 ABOVE). s C�Yry 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED H •"a CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY I7 SPAN AND DESIGN LOAD(SEE NOTES 1 &2 A817JE). S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER AM E-1605: D H "$ (SEE PLAN FOR RELTUIREMENfS) 1 �. WIND ZONE MINIMUM SEPARATION TO GLASS TOP&BOTTOM w L 7(—z-®-1 6 7 LIMITED WID 1 THRU 3 1' MN.SEPARATION To GPM LxISTINc cLAss ELEVATION SEE SCHEDULE ON SH ET 11 FOR BIADEm 4 B ' 1____ AND ON 7HIS SHEET FUR BLADES o&@A -------------------� ---------- ---- -- ----------- --------------- s 1 /i 1 �\ TIP. T py//yam J V TYP. SYM ICAL®CENTERMATES 21 2Q /�� '��— -- I (o• anr( \� W/O O(SEE NOTE 4 ABOVE) PLAN '\ �2 / TYPICAL HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE L1A1 SHUTTER* N.TS. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``,,y{!!1 Tf (,b,, 02020'wECO.IND. 02020 EASTERN METAL SUPPLY.INC. PE BERTHA HVim �,�CEN lij9 _ IL E C O w-- A,S■S■A■ Accordion Shutter System No,441 7 _ � RV. BLADE#) W/OR W/o Kv WINDOW BLADE *: * TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy3tOR19 EV.N DESCRIPTION DATE DRAWN BY: MP °p STATE 0 6355 N.W.3E,h.St.,Ste 305,VIRGO”GARDENS.FLONOA 3318 As West ton, Inc. , OLD 17-107 /2/zo2 DATE 7/2/2ozo �D� �1oflID 4268 Westroads Drive 2 ``� Phone:(305)871-1530.Fax:(305)87t-1531 DRAWING No e-nol:ult0ca®col.com West Palm Beach, FL 33407 s 20-164 WALTER A TIL67 9 CA 000LIT 4r.P.E. s SHEET �•,,,'�TLTNAiL1M p`7` SEAL/SIGNATURE/DATE FLORIDA L w a u,67 6 19 OF 20 6•.11/2•.0.035'THICK INSTALLATIONS WZ M.HV BLADE & HV CENTERMATES 2•000"Max.r Min.ASTM A-653 GRADE 40 M n• �..--VA Max x MIn.G-60 GALV.STEEL '—..:2••'.Max.,; 'o UV METAL STUDS AT tfi'D.C. w° ':;�',•;• 43b INTO METAL STUD WALLS * 083" DLO --------- s 6 ac. 40 41 a o4 ° o o ----- t/2. t75• * GE ERAL I I S CO S 0 SE ® tf4"o NOMINAL �,a I j—I 38 ALUMINUM SLEEVE 1 3/4'x 6 1/4-x 0.035•THICK Mln.i 43c •'430. T � I !2 o: - OR BERTHA ], HV BLADE'ACCORDION SHUTTER 6063-T5 ALLOY CONT.GALV.STEEL TRACK CHANNEL.I m 6'O.C. ®B-O.C.nL g SYSTEM INSTALLATION TO-METAL-STUD-WALLS ASIU A-653 GRADE 40 Min.G-60 I SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED TO STUDS I A I1 I I _3.000- W/(2)/6x1/2-TEK SCREWS ON , .EXISTING FINISH 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. INTERIOR @ EXTERIOR FACE I AS APPUCABLE 2. MAX. SHUTTER SPAN: 84- - I WIND ZONE MINIMUM MIN.SEPARATION , ASTM E-7998 SEPARATION a3a LENGTH+ 1" EXISTING GLASS-1 To CLASS I 3. ALLOWED MOUNTING: MS ON THIS SHEET. I TO GLASS -(SEE SCHEDULE) .43 ,XT, 43 1/4"0�2OX3" BOLT 4. ONLY ENTERMATE 21 W/ 24.HV LOCK ARE ALLOWED 1 THRU 3 )" O (T'�•) MUST PENETRATE 43c 1° WITH 21 ARRANGED A METRICAL LAYOUT. i I i n USE O (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 13/4-x 6 1/4'x 0.0330 THICK Minn.l EXISTING FINISH I '1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.373". CANT.DAILY STEEL TRACK CHANNEL. As APPUCABLE 250' I— 050- ASTM A-653 GRADE 40 Min.0-60 ;; I i _L_1 CENTERMATE. aL_ GALVANIZED FASTENED TO STUDS W/(2)#6x1/2'TEK SCREWS ON , 43c 43c DITERIOR&EXTERIOR FACE I - 1 ®6.O.C. ®6.O.C. ry 1/4"0-20 THREADS d o ;Y, .;::� BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 t 40 ELCO CONSTRUCTION t/2' 12 3 CENTERMATE 21 APPLICATION WITH BLADE E 1D PRODUCTS FAB-LOK HD 6-x 1 1/2-x 0.035-THICK w I ,.•OVARIES..'I ® 6360.C. _ . .. Min.ASOA GALV. GRADE 40 .2-.11bi%,.,. _.COMPONENTS Min.L STUDS`AT�L '• � , " I MS WALL-HEADER/SILL INSTALLATION METAL AT IB-O.C. in. :":. ;•:',;.'' 1-C7(ISTING FINISH AS APPOCABLE SCALE:3/8°= 1- 1 (TYP.TOP&BOTTOM) .. - -... ,..ILI>:;"'.•:-..:.'II II'-r'>;;';4 3a :4.36 43c ::;.'..1i IiI.: ' C .';: ' I'-`-: . MIN.IS•�E'CPrHA aRsAsT ON,I',VA�2R IE5';:.;-II .I ( I- FASTEN S Min.-zEXISTING GLASS M °-60 SYMM YETRCAL �w xi zTEKscREw ON INTERIOR&EXTERIOR FACES W TO (SEE S• CENTERMATE ENTERM ATES W/ EOU Aoxi EXTERIOR ACCESS ACCESS SIDE l 4 IN 3 (6-Min.) ----=1N'=— I— 4 -----1 ML 1 21 _ 21 2� + 2� —' Lo 4�AT t2 ------------ ---- ---------- --- --- ---------- - \ ---------= - HV ER/SILL ENDS -- ------- ----- - -------------- -- ---- --- ---------- - VIEW .Y 2 3 1/4"(Typ.) (6"Min.) 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2'(Typ.) 7� _ 7" 6 1/2"MAX.SLACK ## tlY9 bY@ BLADE SLACK 'DETAIL HVF BVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY,INC. go 1YL02D TILTECO,INC. _ _ BERTHA HV TM F IL E C O sac. A■S■S.A■ Accordion Shutter System No.44 6 KV.MADE#1 W/OR W/o H.V.WINDOW BLADE -- American Shutter Systems * * TILUT TESTING & ENGINEERING COMPANY �EV.NaDESCRIPTION ' DATE DRAWN BY: M.P a''p STATE F 0'I'I' N.W.361A.SL,Ste.305.VIRGIN%GARDENS,FLORIDA 3316 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 % Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 '�y�� • 40RI P•.'C1�� e—mail,LU�Ococ000l.com West Palm Beach, FL 33407 3 DRAWING No ��i ls''•'•"'• WALTER A TILUT Jr.P.E. 4 20-164 •,,S�ONA1 WETL��SEAL/SIGNATURE/DATE FLORIDA U..111 44167 5 SHEET 6