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HomeMy WebLinkAboutProduct Approval 11612021 Florida Building Code Online Lo---'L B BCIS Home log In user Registration Hat Topics Submitsurcharge State&Facts Publications Contact us, Bas site map Links 4 Search dooral! ProductApproval RECEIVED , � USER:Public User Product-Annroval Piano>Product or Anpftation Search>Apaticati n list>Application Detail � J//`� V�1�t ��rt t FL#• FL389-R10 Co Application Type Revision R �, Code VersionCODE COMPLIANCE Applicationtion Status Approved proved ST. I CIE COUNTY -Comments 5O C C 3/1e/ Archived ( 6/ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. nllit,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 FL3 9 R'1,Q COI COI ASSFl BLADEI .►>lf FL389 RIO COT COI ASSABLADE-1 2.pg FL389 R10 COT 01 ASSA PLADE3.odf Referenced Standard and Year(of Standard) Standarel Year 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.floridabuilding.org/pripr app Og.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzq%3d 1/3 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2620 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL* � Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA SLADE3.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 Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf FL389 R10 AE PER ASSA C3LADE3.p 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,9'-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.ASD pressure rating of+72,-72 and W for+64;64 psf.See sheet 5 for other spans and ASD pressures. F32 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking blades retain y tracks(top- Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection s of Use Installation Instructions oved for use in HVHZ:No FL309 1110 II DRWING ASSA BIADE1.prdf oved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. ct Resistant,Yes Created by Independent Third Party:Yes gn Pressure:N/A Evaluation Reports r:Large missile level"D".Max.Span is 16"'for 30 p.s.f FI-389 R10 AE PER ASSA 13LADES.1)give ASD load depending on centermates and locking rod Created by independent Third Party:Yes uration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. or HV blade for Keystone mountings 7'-0"p,s.f.for metals ountings and 8'-0"for 110 p,s,f.foe HV1A working in .See sheets 7,11 and 20 respectively of installation ngs for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retaine 'by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions - Approved for use in HVH2:No W R9 RIO II DRW A55A OLADE3 2.pg 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 FL389 R10 AE PER ASSA BLADES 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 • lizrit tlesl' . Contact Ur::2601 Blair Stone Raad.Tallahassee,FL 32399 Phone:850-48T-1824 The State of Florida Is an AA/EEo employer.fygptiriaht 20(7 2o13 Sutn ofFiorlda.:;pnvacv statement::Accessibility statement::ttef,fin statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a.public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an omail address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.please dick hem, Product Approval Accepts: ' Credit Card Safe www.flaridabuilding.org/pripr app OU.aspx?param=wGEVXQwtDgvYYHH2vJvxS3MwsXdCOtOXPGxaLBB7Zzg%3d 2/3 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCU1rtE14i(P.E.D.) R S BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 CA EDIIIOIQOF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HUNRICANE ZONES.DESIGN WIND 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 OfC CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-D.85,USING ASIDE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. , IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS - AREA 1: HV BLADES(DdC QA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.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 MESS FOR WIND LOADS WAS j�'j USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENDONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ' - TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O #0214.01-03;#0715.01-03. 81004.01-05,#1214,01-05, #0317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1806 AREA 2: HV BLADE 6)AND HV WINDOW BLADE C1A1 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 APPLICABLE -HV WINDOW BLADE ®00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1;2,3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER 7AS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE Gi 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 p14275'AND p14x1.75'RESPECTIVELY,SILO-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHInD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV 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-T6 ALLOY IS 30.0 W AND 35.7 W 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 kei MIN.YIELD STRENGTH AND 90 W 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-3D7 GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OO : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT p8'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 05-458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-1.2 & X, WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 64 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 FN AND HO LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTIER.MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE- 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.M.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 CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID 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(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. . (a)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone it III c2020 TILTECO•INC. 02020 EASTERN METAL SUPPLY, INC. ,.��``��� A:... �iT'',,,� BERTHA HVTM 'V\CEN '� IL E C O LINE:. A.S■.�■A■, Accordion Shutter System RV. BLADE#1 W/OR W/0 FLV.WINDOW BLADE N0.441 37 TIWT TESTING k ENGINEERING COMPANY American Shutter Systems qLV.'W DESCR"ON DATE 'DRANW.BY: M.P 7*• * 8335 N.W.JBIh.SL,Ste.NOS,MRGWN GARDENS,FLWGM 3318 Association, Inc. .I. OLD 17-107 /2/2o ATE: 7/2/2020 "d•' STATE. Phone:(30.5)871-1530.Fox:(305)871-1531 4268 Westroods Drive z �S -11:tAtecoo-I.eom West Palm Beach, FL 33407 3 DRAWING No 'o�F'• FCORI `` CA-0D06719 20-164 S••..,..... .•'G `` WALTER A.TILUT Jr.P.E. 4 - '��i�`s/ONAL . �,'1 EAL/SIGNATURE/DATE FLORIDARor ue.p a41d7 5 SHEET a 1 OF 20 rti'.foF""DoA 0 ® _ — a•6J• iV � I /o.Ac�' •\.o, 9 o.4sa' •,� cI w5T ,.` .0901 I� H MT o FDA — 4.371'- .375- rv� 1 SO e: U HV 90'/180' STARTER 3)HV UNIVERSAL FLOATER a QUALIFIED FOR USE W/ COVERED UNDE PATENT# 5 8179 QUALIFIED FOR USE W/ HV BLADEQ ® EC LI HV BLADE(1) (l AI V 0 t 6005-T5 ALLOY AND TEMPER QUAL1FtEQ FOR USE W HV 6063-T6 ALLOY AND TEMPER DE -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 3-T6 ALLD 1 EMPER •37' c 6063-T6 ALLOY AND TEMPER 3* 226' 1•5 " .124 J 8, 1 085" i / _ 3.556" . n� ) o .994' .670 1.000' ry z�2e' J n ea �8 e —i 81 O7 HV ADJ. ADAPTER W/LIP 4.436' - 125 ,370 0.072' ----.-"—.---II 0.072_ -1.920'- L I-''.-_., _3_226- QUALIFIED FOR USE W/ HV $� WALK—OVER R l� ©HV ADJ. FLOOR TRACK BLADE1Q ALIFIED FOR USE W/ �HV TRENCH TRACK 255 .3,50- 6063-TG ALLOY AND TEMPER BLADE 1 Q FOR USE W/ HV QUALIFIED FOR USE W/ HV 606 ALLOY A EMPER BLAD ONLY. HV RAINGUARD ------- BLADE: 1Q _ 1.936___ 6063-T6 ALLOY D TEMPER QUALIFIED FOR U E W/ HV fi063-T6 ALLOY AND TEMPER VARIES BLADE NNN VARIES 1.936" 6063-T6 ALLOY MUD, TEMPER r 1.917' {- Mo •I I - �I_-ir-o63' - 63' t vl_ :063- �f .a63' dl so93 - .p93"$ I. w T— — 1oD' I a� 1 - w .060. IL _ ro .O6D' 670' ' I .093_ ,D93' �J 4 y 0pl� �670 1.8fie' $ ,,,Ipb• 670� .. .D. -_3.529' 6%OJ,••`l�?J4 1 y529'r 11 HV CEILING HEADER � HV HEADER/SILL � 13 IiD CEILING HEADER/SILL Q LIFIED FOR USE W/ HV BLADE(T)ONLY. QUALIFIE FO3RT6 ALLOY/ HV AND BEMPERI ONLY QUALIFIED FOR USE W/ HV BLADED 14 D L EA S SEE SECTIONS FOR VALID - SEE SECTIONS FOR VALIDITY. QUALIFI FOR US W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAO LY. 6063-T6 ALLOY AND TEMPER �L r COMPONEM, A 8 11 T2 % Y 1' t MN.XNN YMN.t 1' .062' 12' 2'-I0.125"090' l _l I7 I Y 5'MA%. 1/6" 1/8' 1_ 3" 3" I0. - II 2' S'MAX. 0.192' 0.192" 18 .SIDE ANGLES 6 �— — CORNER I FOR QUALIFIED FOR USE W/ HV AL MINUM ANGLES 9 2.5' 7"MAX. 0.190" 0.190" POSTS BLADE Q7 QUALI- FO�USE W/ _ UALIFlEDBLADE 0 W/ HV 6063-T6 ALLOY AND TEMPER 6063-8 ALL1 ONLY. PER ® 2"�5'MA%. 0.139' I0.131" 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. p -,,.•:^•• /T ,, BERTHA HYTM M�S S��■' Accordion Shutter System I7LTE z C O 1 N C. H.V, BLADE#1 W/OR W/O KV.WINDOW MADE No.441 7 = American Shutter Systems *; * TILLTT TESTING & ENGINEERING COMPANY Inc. w. DESCRIPTION DATE DRAWN 7/: 2 a' STATE 0 a 6355 N.W.36th.St.,Sta.3M,VMNIA GARDENS,RORIGA 331 Association, c , OLD n-1o7 7/2/20 DATE, 7/z/zozo z •, v/ZO1ic) Ph..:(3D5)e71-1530.ra.:(305)e71-1531 4268 Westroods Drive 2 DRAWING No �(• 4 e—mail:tiltecca,ol.com West Palm Beach, FL 33407 3 0�'., CORID • CA-000671e a 20-164_ V,\�` WALTER A nu7T Jr.P.E. 8 - SHEET ��JJryS�ONAL t2TE�`�SEAL/SIGNATURE/DATE FLORIDA ua. 9 a4,67 6 1 2 OF 20 r asso• 92g 4.576 i if 745• 'Y2.2/9 3- 734 -2m1/7'L/�M1I/s'-xo DIE CAST MT THRE NO/UNG I 4 1 SS.d PAINTED 1/4'-20^ ^�-E +py'RA)-?-... I G •O ^I ._. m 8 I m 'Yp (2 - 1B0 CIE CASTHOEDP L10 BAKAINNTED .0v +� r I ( n � • 0// -IJ - L N o n E KNOB.RN 675J i2. I .062• .'+� 'i mI al 'I 11.325` obry I .316• I B 2 �_ _ _ _0.4$4. -(�Irgi . L BRASS M`N`E7t L BRASS CYIJNDER ��•m &KEYS(CHROME (09KA1E PLATED) P - I� m� PLATED 21 C N 2 yV FLOATING CENTS �` 6' r� -I` '`- �i= s0' QUALIFIED FOR U E 1O& 1�ONLY BMATE •• 5�' , ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QU�IED FOR.USE W/ HV BLADE(& 1A ONLY ?•ox3' ^ ,e75_I QUALIFIED FOR USE W/ HV UFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER TrOLAAT 4LIFlED OR USE W/ HV BLADE 1 ONLY BLADE l�1 & ®ONLY. zso•O.D. B (1 & 0 ONLY. .� 2.e74' 6063-T6 ALLOY AND TEMPER C HEAD -^ ' 'A• 16• .7,5-692 21' LOED SCREW REEY �I - -1 1,o0Q!, 1 -0 41 I0o' Yp I n .360'AFTER RIVETING L 0- \. n "'o Ya• .ps? s .nl ry) - 1/4"�`20 I<3/4" BEFORLE RNETINC r i N �y 1 4 (--20 RIVNUT* ��c� I A N1- S.S. THUMBSCREW m! *SEPoES 9444 ALVMINU 2024-T3 ALLOT IMCE FLANGE THIN ..el �- __z.Zao:^� NUT$E 7T,P OB20,AS MANUFACTURED BY AVDEL 822j* PLAN �+ FRDNT ElFvanoN ® HV A " " 0 K CE TER AT a.566• CHERRY ARSIPPENY,NEW JERSEY 07054 OR EQUAL © LOCKER.FOR'-"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY CS HV FEMALE "T" LOCK CENTERMATE. ® HV "T" LOCK ® HY ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE ONLY ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV Q 6063-T6 ALLOY AND TEMPERR� W/HV BLADE 01 ONLY. BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER 1.917 1.91T =y7 � 3.161 32 0 31 �m n� . . N m ?-TNHUM 6NRNoG,. ¢i2 CYUNDER O R .214• -1 063 EY CYLINDER 14' .545' L 0.675'M in. 1 .125'Max. .405 o O LOCKING O HD CENTERMATE-W/ 'LOCKING RO 06 p OU LED FOR USE;W/ HV B DE(1)& A QUALIFIED FOR'USE W/ HV-BLADE(J&�7_A,) 63-rs ALLOY AND TEMPER. ® HD CENTERMATE'_S INSERT 9a' i o 6063-T6 ALLOY AND.TEMPER VARIES. 12'_MIN. _ QUALIFIED FOR USE W/ NV SLADE(D& 1B t/4•a-za ss.aR 3/B'e-t6 t.130• 5063-T6 ALLOY nNO TEMPER ACEML 1HUYBSCf1EA9. �"`II *1/2• I___-ITHUMBTURN. (SEE 0ERB3) — I - CYLINDER �0 OR KEY CYLINDER 1.57 Min. ,6 ® - Ml+ 1.70"Mov. C G 0 " -1/a•o QUALIFIED. LOCK 6063-T6 USE W/ HV BLADE I-•375•o HV 1./4" 0-20•AISI 304 BY REGENT HARDWARE HD LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER © HV 3/S"�-�6 ACETAL ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ (iV BLADE 1 & A 0 .�55]INSTALLATION WILL REQUIRE A 7/16` HOLE THUMBSCREWS. O DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV 13LADECI7 _ - QUALIFIED FOR USE W/ HV BLADE 1Q ROPS BUILDING-CODE(Non High {velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. �j� I 02020 7L7EC0,INC, BERTHA HVTM \CEPJ 7 771 E C O II N Accordion Shutter System No.44 67 = ■ ■ ■ ■ Hv. BLADE y1_w/OR w/o RV.WINDOW BLADE American Shutter Sys tems TILLIT TESTING & ENGINEERING COMPANY FY.N DESCRIPTION '.DATE DRAWN BY: NP fl STATE F 3�/'�O�o D333 N.W.361R St.Ste.305.VIRGINIA GARDENS FLDRIM 371E AssoclafIOn, Inc. 1 OLD_17-107 /2/202 DATE: 7/2/2020 sip'. F 4 f0 Ph na:(305)B71-1530.Fax:(305)871-1531 4268 westroads Drive 2 i,� �ORI A •' , .-mBB:tBL«ooc,l.c,m West Palm Beach, FL 33407 3 DRAWING No �i,,�S'Si•••.... .C,\ ,.� CA-0006719 20-164 4p�2 A1 OfA`SEAL/SIGNATURE/DATE WFLDRDA u. 441 LLIT P.E. s. SHEET B 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR " !�'�I ' HV- � HV 41 O 3/B' I 12 TO IN _11BLADE TOP CE O 40 3 I OE - --_ �.0625' O HV,BLADE 1 _ ,TA :.Ta75 ® 'HV BLADE 1A u 'l`�- :`� G��h\� I /`.�" •w WpTOdN BLADE, u' �11— .0625�' / scrap x-z �1875' Y ® HV LONG RECESSED NYLON BUSHING 'I- t z Y i I` n IoiUCKLE� .`° � .0025`-L," -• ";}t 1 �*F 1 N 3 ( ) \ 0.0625' ® HV SHORT RECESSED NYLON BUSHING ,® OR ®- � FIAT PORTON ` I R1f.75 HV NYLON HAT WASHER 3750, °v7 ® , HV WHEEL CARRIAGE AISI 3027303 SERIES I I a7 ® I �'�~ /02.i�" _1 X 95.870"x3/16" THICK NYLON WHEEL. 2 7/6'LAIN, w WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS I �- i 41315"6 SEPARATENN I 0025 J CLEAR 03'00 3.7500" 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR 0��� as25' ® - - - I � All _ro• \ ` N N ERS�,coop r_ 7500' HV 2 3/4"ACCORDION PIN W/ #8 HEAD41� ' I i• cR® POLYCAR13ONATE IMPACT RESISTANT HV WINDOW I L ' [T4 "—I E - I BCTTWESF7i TYPICAL HV WINDOW BLADE 1nA AND,)P POLYCARBONATE HV--WINDOW DETAIL - ^ N.T.S.' .. • (SEE NOTE FOR I I I itEOOIREMENTS) O OR POLYCARBONATE_IMPACT RESISTANT HV WINDOIJ''. ti� BAYER MAKROLON 3103 POLYCARBONA'fE t I 1z'-N.c 1cE RESINS, UV-STABILIZED GRADE OR SABIC 1 —; TO BLADE B TT M INNOVATIVE PLASTIC LEXAN 103 RESIN I f Ii O OR (a (SEE NOTE "F" ON SHEET 19)_ • I I i I L�l � _ -- (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM,IN/ HV 10 OR 3 - POLYCARBONATE SOURCES FOR' 4 i L EXTERIOR HV 1� BLADE. TYPICAL SHUTTER ASSEMBLY I APP1x'n" 16U7 ,,,7 x PFi0POl0E5 srwOwO r�, ,p.e H••' -.I:HV 42 PIN OR 43 AT RO'a1OKE /®u (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EX' IOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV( 'pp,324' (SEE NOTE * FOR ",{ :'ss[ane auvpr -ASTN wee o.ou®An OW316M' SLADE.WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 REQUIREMENTS) F ' .04B IT ® ioatc)wn sR+cpcTN nsJu°ase 9,400 wJ• sao°wl. nbamA6 STRENGTH it vIf1D AM 0790 12.500-J. 13,40 r.rJ. (3) HV PIN ® OR ©3 W/' 1/2" O.D. 1/16" THICK S.S. WASHER TtP 0 f LxuprL MODULUS sm 079E 3I0,000 pal: Ne.00O D.l1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j' ° I ° SHEET ® I O ROD IZ0°ep AMU One III rt-m/e n fT-mAn WHEEL CARRIAGE DETAIL PATESuO O,D rc ASTN weQ C-1 s C-1[XI C MAX N.T.s. - ASSEMBLY LAYOUT PATE Or,Lerta9N3 ASTY oe35 F,LTA55 c-,CLASS Sur IS maw ASIY DIV" 1040 1 0e0•f 1ffd4Y131y6:.' ASIY OIe9 iF719LE 51RO+ciH•M'ifA WwHERWO ASM 93e 9302 pa.l. 6ea0 W. C17'HV BLADE SOLID & d'A HV WINDOW BLADE DETAILS �S REFINE"�"°""° ""e35 `�' °°°°"`''" N.T.S. FLORIDA'BUILDING CODE_(Non High._Velocity Hurricane Zone 92020 TILiECA,INC. 02020 EASTERN META.SUPPLY,INC. jn4.,, BERTHA;HVTM. OE '41A,, A S' S A Accordion Shutter System s r C.' 9"? 1 L' E C ® I N t. ■ ■ ■ ■: H V. BADE•y1 W/OR W/0 H V.WINDOW ELACE• ND.44 6. — American Shutter Systems. �,N. DESCRIPTION DATE DRAWN BY: M.p' TILLIT TESTING &ENGINEERING COMPANY TH Association, Inc. , OLD n-1o7 /z/zoz are 7/2/2020 T7t �iyp/�p e3ss N.W.3e1h sL.s,..3p5,npca9 GA DDS,FLORIDA 3316 4268 Westroads Drive 2 _ STATE p Ph...:(305)871-1530.FGz:(305)871-1531 DRAWING NO, ' c-m90:L8fOc90001.com West Palm Beach, FL 33407 3 O' <( r�-o0os7ts ZO-1 64• '.�'c�`'., OAI WALTER A,TILLIT 3,.P.E �_ V' FLORIDA Uc.�'44167 5 SHEET � ONAL • ��S AL/SIGNATURE�DATE e i OF 20 NNn1 irz M _ *NOTES ON HV LOCKS AND CENTERMATES: 9 ow A e ,c a �� -f(7 I N s T u 1 MANDATORY CONDITION Jt: ONE tfV LOCK or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN '"7 I ®� �• �� OR 12•ABOYE OR 8 OW 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 0 OR _ ir I hr( 1, I CENTERMATES W/(2) 1/4'6-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LACK SHALL BE AS INDICATED ON g.04 /� I TYPICAL SHUTTER ELEVATION. \Jai:/. , 16 a2D` P TO TWO W LOCKS OR MAY IF ES USED AS AN INSIDEBETTER OR OUTSIDE CLOCK. CON E OR FOR ECT10N OF LOCKS TOSECURITY PURPOSES, CENTERMATES ENTE ATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. ' V LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-1NB �/Hp-I. . J 3. 0171111ORk CONDITION #2 I'VALID ONLY WHEN jftpMRY CONDITION J11 OR LIMITED MAN 82 IS USED H.V- LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° h4�oRoS R�6 ors�0 a+® -T r2d" BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE V / // MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). d � ( 4.TIANDATDRY CONDITION l2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 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 Ir AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ila H0Cv My� I - I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE TO MANDATORY CONDITION#I VAUD ONLY FOR W I OC4 gb f S_ OR Q2 •ON A9g E ALTERNATE HV LOCK 26 MAY BE'USED IN UEU OF HV LOCK or .FOR ANY SPAN AND � � INSTALLA4 SYMMETRICAL CENJIMMATES la TIONS AT ANY ELEVATION.ALTERNATE LOCK a MAY BE USED AS AN INSIDE OR'OUTSIDE LOCK.ATTACHMENT OF 1/4'0-2Dx3/4' S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. f I x IS �� �p� RNNUT AS SHOWN ON SECTION HVE. SHEET 8.ONE LOCK SKALL:BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 f Ci:-MB�aT, a LOCKS AT 1/3 OF SHUTTER SPAN. ®' 6.MMLOATOIN CONDITION J3 FOR KEYSTONE YOUNTNG INSTALIATIONS: ONE 14V LOCK 0 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 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or @'or®MAY BE USED AS AN INSIDE OR 1 :4 ,4 ,OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END_ - -�;L-'3S' M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0'W/ ; CONNECTION OR 0 TOP AND BOTTOM IS'COMPLETELY MANDATORY. DETAILS ON D r IE H I J x L Y P a ■' V N X '- -' - - - ' SHEETS 10& HEIGHT. NLL n s *NOTES ON HV "T." LOCKS AND CENTERMATES: OF CORNER 1 .SECOND ALTERNATE TO MAN[.AMITY CONDITION 41 VAUD OW FOR HIV'r LOCI�db.WQ CENTERMATES AND "'uYRm A°0TM - CENTERMATE �ONE ALTERNATE HV'T'LOCK"MAY BE INSTALLED IN LIEU OF KV LOCKS OR FOR ANY SPAN AND AT ANY "ATION.©oa®aR©• 7OwOa110 +13`x OF LO LOCK INCLUDES USING REINFTOORRNCIAC LOCKETE LOCK R YASE SHOWN ON SECTION HVG,USED AS AN INSIDE OR OS SHEET 9UTSIDE`WHICH MUST BE 10* 1$cx 1�7*Q3 m 1Q+©aa CONNECTED TO CENTERMATES®AND®W/ 1/4'6-20 x 1 1/2' LONG SS.THREADED BOLT W/7/8"0 x 3/32' WINCNUT OR W/ 1/4'0-20x1•S.S.M.S.INTO A 1/4'Ox 5/8' RNNUT. LOCK MAY BE© INSTALLED AT MIDSPAN OR 12"MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM 15 MANDATORY. *NOTES ON HO LOCKS & CENTERMATES: �L 1. HO LOCK(34 W/HD CENTERMA�(31'OR(34 W/HD CENTERMA�l31'OR(31W/�33 : ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS(2S OR(23 FOR ANY SPAN AND INSTALLATIONS AT AA ELEVATION.ALTERNATE HD LOCK q�MAY BE USED N.T.S. AS AN REINFORCEMENT INSERTNSIDE OR IV LOCK.O AS SHOWN CHMENT OF ON SECTIONSOHDB KHVB AND HDC-HVC.3SHEET 10.8LOCK MAY BE.AND INSTALLEDINCLUDES MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II IU 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM ? \GEN _ //►► A.S.�.A. H.V. W_/O H.Accordion Shutter System ' .V. BLADE#1 W/OV.WINDOW 9ADE No.441; - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems V.N DESCRIPTION DATE DRAWN 8Y: MP * _ Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 6353 N.W.361h.St.,St.3D5,VIRGINA GARDENS.rLMDA 3319 a'. Pho-:(305)B71-ISM.Fax:(305)871-1531 4268 Westroads Drive z �., STATED a-maa:ult.a°Oaol.e°m West Palm Beach, FL 33407 3 DRAWING No $D,T,•, F� .' CA-00067ID 20-164 ORID ,.•� ``` WALTER A TILLIT Jr.P.E. SHEET ��`�EAL/SIGNATURE/DATE FLORIDA u`.l µ�67 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED_ POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE REQUIRED - 1/4'm-20.3/4'S.S. CONCRETE'"., REQUIRED-i SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REWIRED ♦4 _ - CONCRETE ANCII r I 17 1 8 FOR E SEE MOUNIMO ON SHEET l (SEE SCHEDULE ON W/1/4-20 ( `/ (SEE SCHEDULE ON EET 13) ` / - ( ® » SHEET 13 NUTS O 12'O.C. _ 1' //' j 1. rMin:i 1/4"0-2ox3/4"SS. l EQ, EEO MACHINE-1 EWS y _ — E0. jJI /1/ a 12'oc.-2o Nurs E. D.t � J !'.250'Max. I —1 3 OR n5 fI� 3b. OR t$ r I Imo} D EIDA n0l O O ro' / I;-}.250'Maz1E.D,• II OF, j�OPT10NAL III I ' Ya at (sm t�EaON 94N47 I ---_T��R ®O i ' ' i - MIN.SEPARATION TO GLASS EXISTING 1 an719 FDA I I I ,i -� EXISTING_1--(SEE SCHEDULE ON SHEET 11) aAD60)h QA I_i i MIN. SEPARATION TO GLASS i I 1 GLASS I I I ExlsnNc ~(SEE SCHEDULE ON SHEET 11)- auLss— I I ©HV WALL HEADER INSTALLATION O ffil WA Ro BD HV-WALL HEADER INSTALLATION + KEYSTONE. T EXISTING _ _ �'—""--_ i MIN.SEPARATION TO GLASS GLAcc� Iel s� I -� .— I _� ®• i —(SEE SCHEDULE ON SHE it) Q7 i Tm aASS I'i I 1 OR MIN.SEPARATION TO CUSS 'I ' - O' E%ISRNG�j I i(SEE SCHEDULE ON SHEET 11)- I GA55 _ 19 eE W�� I _ ' �aA9D`5�0) ® j EXISTING I" I / ice-OPTIONAL I I cuss—+ I/ C, OPTIONAL i i' i; 1/4 �1/4'Max. E. I Max. J � 0 I� _ 1 - 13 on @5 E.D.- ii ii Imo' i ii II� N 13 OR 1© I ----- 12 DR 14 r-_�--- —I/4'm-2ox3/4'S.S. uln. LEO -EO PHILLIPS TRUSS HEAD 1/4'm-20x}/4'S.S.PHILLIPS r 17 DRt/1 B MACHINE SCREWS USING ` •_ CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS `-C CRETE ANCHORS O J - I. 1/4'-20 NUIS O 12'O.C. •`. (SEE SCHEDULE ON W/1/4'-2D'NUTS O 12'D.C. (SE CHFAULE ON SH 13) / Min. POURED CONCRETE BLOCK SHEET 13) POURED CONCRETE� OR CONCRETE BLOCK OR CONCRETE BLOCK - �C ONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON DHV_WALL-SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •ASSEMBLY E.0,m EDGE DISTANCE •SEE E(&ON OF USE FOR �) H V BLADE 2-MOUMINC SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) BLADE�ON SHEEP 19 IN ANY WAY-TO SUIT ANY INSTALLATION. _ - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \ lljll�ililjl( 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY, INC. \ K H I l4 ...... t/ %, BERTHA•HVTM s':•'��cEN :`'� � S S A Accordion Shutter System L E C►O' NC. H.V. BADE#1 W/OR YV/0 LTV.WINDOW BLADE No.441 7 _ American Shutter Systems _ 1k 7 TILLIT TESTING & ENGINEERING COMPANY Lv:H DEscwrmoK_ DATE DRAW 1 3Y: M.P �t Association. Inc. t- OLD 17-107 /2/202• DATE: 7/2/2020 ,�•, ••�..../ 8797 N.W.'Jetn.ri.Ste.007,VIRGa11A CMDIM.FIIXDDA 3718 �. STATE 0 r Pnona:(3D5)871-1530.Fox:(J05)871-1531 4268 Westroods Drive 2 DRAWING No a—mail;wl.00®nal.00m West Palm Beach, FL 33407 3 20— 64 %9�C�'FLORID ',,•� CA-0006719 4 WALTER A.TILUT Jr.P.E. .. °n��s�ONAL �`A\SEAL/SIGNATURE/DATE FLORIDA Uc.#44107 a.. SHEET 6 6 OF 20 POURED L—^-CONCRETE ANCHORS IrM S�MAIKN ♦ I• i urrl SEPARAtxa� I CONCRETE,-, ` (SIX SCHEDULE ON SHEET 13) I f0 AA.'4(SEE O1 RNCREED _� \ 9mAE aN EE �" OR EXISTING }- 1 L f0 ours 1 , Ir' ON- EDGE Or "''11!UI uAE Q}AO I ' GLASS--I ' I(SEE SCNEUAE I SLAB IF i HAD6mC ' ' TO 'D SHEET It) -r-D. oPPUCABLE EXISTING.- I; \ r—(S 9yScKIDU 1E11) • ' 9 1 111, A1, RNAo^1' EXISTING, r' . LOCATION \ I I }}, I I 1 1 11 GIA55 ' 10x3/4'HEX WASHER'HEAD ; - }' 'EDGE OF . (� -1 1 1 153 oR yajMr% /- TEH scREYNs 012'D.C. - il H i 7 Bjj M'-e1NE r•�/ CONCRETE ANUHOR5 / I $ SLA3 IF }} : ©� E O EE �` •f— SCHEDULN SHT 13) EOM ?-E 'i 'J APPLICABLE f - /- SLAB IF o E)OTNC II I� i EDCC'OF I 1 I I + EDGEI'/ J. { GLASS I SLAB B } �� 1 EDGE OF APPLICABLE I IF MN.SOYMa APPLICABLE E.O. •O; -� - APPLICABLE I POURED I TO LaCIASSO(SE � POURED I .—�E. a.'� CONCRETE �E�C EDU�£CON SHE�ETHO�S ' 11 FOR al(I)NO / C)NCRETE-J -'I nL94 MAX U19FUR INI� it . ♦ POURED✓ - / - REQUIRED REQUIRED ( - ) ' a slim is Ern 1 OR ® CONCRETE _ - �L_-�_�.�L_.- - FIAT HEAD CONCRETE ANCHORS REQUIRED •—C D.• E.D.4 (SEE SCHEDULE ON SHEEP 14) _ I1 ,TRENCH INSTALLATION . _ VAUD ONLY FOR UP TO'+70, -75 PSF AS.D. O CFy _ Y•, INSTALLATION t HV WALK—OVER-INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER CC�,NV CEILING INSTALLATION HFLOOR SCHEDULE(/3, SHEET n EXC TJ NO um N r /� _ CREIE ANCHORS L'L`5"'I TO MAW - v ^w'TwO - I ill r i —LJ _ - EDUCE ON �OmEi SNEESoc tl) 'I (SES sJlmUi£--- I ,�— - - I - HEET t ) 1/4•e irw DUI TIPCa1 w/ O a L¢c1'I) I ' z I I ' IXLS'fING ADVANCED TK'IVDFOFW EXISHNC I I CXISTI.NC--I TEa1N01DGY OR.I/4'B POAM GLASS -I uv+.IsaViunox m aisi I G1A55 I I FASIDN°S iA4'FR4 enawra w I t/d°. G1A55 I �1(MC FGNFOIAl ON 61.ai'11) 1 1 / :... ' Mx,Slpuuilnl TO ) O.C.FOR W TO D 3/4 MK�-0a'�AND D IS SWWUIF ON 9[a 11 1. I 1 I I I 4.O.C.FOR SPAS LARGER THAN �1/4' i B-tY UP TO B'-0'NAILF.' ' r® X. SEALANT AT EAM rASIEhE - i 1"(np. SEE NOTE♦♦ON SH 1/2° �N10x3 FOR UMrJ 8. } 15 I.1'... - i i ' irk TEK SCREWS .,EAD ' CO.T.SGVANFr-•I MAX. •�174x3/4' HEX HEAD -!(3 -0 12 D.C. 1 �I e g I' I I l; 1..1, , y�' i / TEY.SCREWS®0°O.C. 1 II • 'i -� t-1' 1/4'a-y0r<J/4.55 EU I pi4x3/4'S.D.S. - I I ;• ( •^ .l1 \\ OR 1/4"0-20 S.S.M.S. CONCRETE ANCHORS 5 _ ©+O [ J/ - - / t I I I} I� � `--U5240 t/4'o-m hum W, NUT O B•O.C. i SHEET 14EDUlE ON n� 1 4L. -.(tt 9"O.C. 1.` Nax. r 1.• I 4• / a 12.O.C: -i �,EICSIING NON STRJCTURX TAT 17 DR 18 I / 1/Z•., _ 1° /,;n V-•17 R 18 I L'<�200 MIN WALL TNm(OECORA1rvE —SLAH DGE�F 1 "/\jay"� 4x]/4°F.H.5.DS. L MIM E D; c. 5N.) it -1 7/B t -D� APPLICABLE —y' i..CONCftETE ANCHORS -SEE NOTE, V� \L•®9"O.C. T'` —'Ek POURED / ' POURED CONCRETE (SEE SCHEDULE ON ON'SHEET 1 SFE NOTE 13(b) • / POURED CONCRETE ON SHEET 1 E.D -- OR CONCRETE BLOCK SHEET 14) --={1 REQUIRED OR CONCRETE BLOCK OPTIONA! POURED) REQUIRED MQ KEYSTONE MOUNTING 'INSTALLATION CONCRETE Q HV-WALL FLOOR INSTALLATION RV WALL WALK—OVER-INSTALLATION MAPMUM AS.O.DESIGN PRESSUREI 484•-72 Pal REQUIRED - U - - AWlluuu SHUTTER SPAN 5'-0• �J HV RAINGUARD INSTALLATION.t elQrr NOTE FOR COMBINATION OF SECTIONS; 4 - t THIS INSTALLATION SHALL BE "- - - E.D.n EDGE DISTANCE REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON,SHEET 13) O'N�CE OPtaLAETIE C%IT BLADE TA ONMITATIO SHEETS OF FOR - ASSEMBLY INSTALLATION..:DETAILS A/,_C1� .HV. BLADE 2-MOUNTING SECTIONS CAN-BE COMBINED -- _IN ANY_WAY-TO SUIT-ANY INSTALLATION. - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - ' ILII)I{{I{ 02020 MLIECO.INC. 02020 EASTERN METAL SUPPLY, INC. '- ,,.� BERTHA HV TM; '�: ��cEN F'.,�'- A■S■. � �' Accordion Shutter System zo 1 L E C O c. v.elAne y1 w/OR W/o Kv.�+Noow elaoE a No. 67 American.Shutter 5 stems TILUT TESTING & ENGINEERING COMPANY Y Ev.T DESCRIPTION DATE:-' DRAWN BY: M.P•--- ' •' STATE, • C 5355 N.W.3sth.St.,Sea.305.WtGMIA GARDENS.FU)MDA 3310 Association, INC. , .OLD 17-1 W.,.•- /2/202 DATE: 7 2 2020 •, F ��` Ph.u.:(305)871-1530.Fox:(305)071-1531 4268 Westroods Drive 2 _ a-marl:uneaeOvol.cvm West Palm Beach, FL 33407 s DRAWING Nm ,'psS/�NAL \v A�```` - - WALLTER A e'as,RE' 5 20'-1 64 A4pF1 L�` SEAL/SIGNATURE/DATE, ; G SHEET 7 OF 20 `( INSTALLATIONS. W� C11 HV µ�OTE'���KR@ ON SHM 5 5®° © OUT BO I N IXISRNG CLASS BLADE SUCK DErAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES GENTERA,IFS APPLICATION WITH B1Am(D +@ OR SEE END WALL CONNECTION '10r@�'Q.+�.—6-6° rExlsnNCGLAssDETAILS- ON. SHE ©°°©'O'Q°� ——————— ————— - ---------------- 2.�.�,/8.�._2 I ®+®w®•©��•� 3 1/4- 7• 6 1/2•.._ 7• (6os3 T6 A1JD7)ALUM. OPPOSING SYMMETRYCAL AMNGLE W/2) 1/4•0 TAPCON 1/2• u:@.® - ANCN�Rs TO CONCRVIE I- CENTERMATES (TOP/BOTTOM)8 B1Oi3/4•S.M.S.®'12• CENTERMATES MIN. SEPARATION (4)810.1/2•S-P/B Trom) E O.C.FULL LEN'12' W/ HV.LOCK O _ - W/ HV LOCK o To CLASS N. 3 * Z (ONESHCEET 111) .. AT EACH ANGLE(T7P)J� I J - N )N 5 - � a' x ®„Q•QD��D.to•®° —'EJ, 1Q :` ---. OUT ® q * ' HVA ® HVB ©a® © HVC ,POURED CONCRETE OR ©`O`©�©'O`lJ� I - a EXSTING CLASS CONCRETE BLOCK—I:7 10+®5. ©+®°� .©a / REOU RED. --._— EXISTING`,�+Oe"Q'®°"®`Q° SYMMETRICAL ----.— — -0�©���0�®�- -------`� 1 IT CENTERMATES 6 e�, a P� 8 7 oA N.TO GLASS SEPARATION (C5 .rGViSs —8 •OB on —— 19+-_) GLASSJG C \7 - - * OPTIONAL I N ©-+O ®'O O' (SEE SCHEDULE �:/ . a . - ,Wl V LOCK' 6 8 . 8°° 9• w 1 + 5 ON SHEET 11). . ,MW.SEF TION © ® ® m ®* _ (INTERIOR) TO GLASS (SEE SCHEDULE I N _ OPTIONAL • INTERIOR ON SHEET 11)- __ ( ) ___ —_—_—_—_ - -_—_— �.. _..__._—_. _ Ij `-CONCRETE/ — ..1 /ANCHORS 6 - _--�'—_�_ .^ 16'O.C. � (,�'f•� 3 VARIES >'+ Aso- eV�J T'.u ® •0 U T 6 1/2•MAX.SLACK -•- -OUT :Q (EXTERIOR) HVE - - HVF** ...: HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone •, - ``�������'���I" II CCI��AIA 02020 TILTECO,INC. 02020 EksrERN MErx SUPPLY.INC. P .\• BERTHA HV KV Accordion Shutter System No.44 67 L E C OA.-S.-SA., .a.ADE#1,W/OR W/o KV..-WNDDN BLADE *' * n^ "TILLIT TESTING 6L ENGINEERING COMPANY American. Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: UP y ZQ�� 6355 N.W.36th.St.SW:.303.MGM Moms.rLORIDA 3316 ASsuClatlOn� Inc. 1 OLD 17-107 /2/z DATE �/z/2ozD "o STATE F 4268 Westroods Drive. -2 Ph—:(305)B71-is30.FR.:(3w)e71-Iss1 DRAWING NO ' �e �CORI P.'�1`�;` °-nv°�"'I�°` ''`°° West Polm Beoch, FL 33407 20—.164 ',jAA Ss,•••••• "``� WALTER A.TILLR Jn P.E.0719 4 - . .� ONA . FLORIDA U..A 44167 5 ....SHEET .. ueulLn Lfil.�`. SEAL/SIGNATURE/DATE • s B OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 6-0 V MALE/FEMALE "T" LOCKS CENTE MATES 8, . 292 & LOCKERS O.W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 • INSTALLATION \IJ HV BLADE " OUT IN r��EwroHG cuss MADEpSLACK DETAIL HYT.IOrATED ON SHEET B. W/ HD CENTERMATES TV- IN WELL AS UNIVERSAL SHE FLOATING MADE WITH THIS MDoTERN 6 J a 6 a 10• m INDICATED ON THIS SHEET,NAY BE USED WITH THIS a.TFRN4 `10•® INSTALLATION DETAIL-MC SHOWN IN THIS SHEET. SEE END WALL CONNECTION ®O1©'®°A _ DETAILS ON SHEETS 10 & 18 (sow-TD OO1Pr/BDTT ALUM )v AHpEW1) � A / I a� 0 ® N A=L) & L_____ _ __ ______________________5/V (OPTO — (O35N Ay,— j _ (A)/IOA/2-SALS.TO 1lATE I 11DxJ/A•SUM a 12- t�,��yJ,'' II� AT EACH ANGLE.OYP) j / O.C.FULL LENGHT. : IN (4)H.V. -_- y IN (4)H.Y. v I TqN 3D HV „T" PIN MP.)�}\ 5� 7 J/�. PINS(TYP.) / S S p 5 S LOCK (INSIDE) /� ON � (SEEs°m E - ':V_:z_ - 1 — -- — -- -------- — - -- �- — - --' - J; 'L'1= OUT 31 oR 3© 31 AIR 32 O L I31 DR 32 # --1/4" 0-20 x 1 1/2" S.S.M.S. 4 35 a (OPTDeu) SEE NOTE 6 FOR HV LACK 3�, x '� W/ 7/8"0 x 3/32" WINGNUT. c—o-LI HDB-HVB oUT HDC-HVC 'r LOCK,ON SHEET 5. HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CEO TES H G* W = LOCK EXTERIOR W/ Q� LOCK (INTERIOR 6SERIESLOY ALARGE FANCE TWIN ®aO OdOwla•®"I (2024-73 ALLOY) LARGE FLANGE 6 SHEETNUTSERr,PART/0820. 10W®�©•®�®•®a AS k"UFACTURED LTY AVDEL CHERRY TExTOWI,PARSIPPENY,NEW JERSEY ©•O•®OR©•O•®"I 07054 OR EQUAL 3 �© SEE NOTES ON LOD"RODS®&Noe Locnn ON SHEET S **UN4FJSN,A111-0 WDEQ DETAIL NVD-I V IS -ID FOR ALL C NRALOES APPUCAlKWS M,I,O ADE O HDD-HVDIp FLOATING STACK RORIDA BUILDING.CODE(Mon High,Velocity Hurricane Zone 02020 11LTEC0,INC. ®2020 EASTERN METAL SUPPLY, INC. ....'. iT�.� BERTHA HVT)A �P ENS P IL -EC O INC. A.SS�A. Accordion Shutter System - - . H.V. MADE#1 W/OR�W/O FLV.WINDOW BLADE No.44117 - American Shutter Sysfems REVO N. DESCRIPTION DATE DRAWN BY; IJP TILLIT TESTING & ENGINEERING COMPANY dr * ;%f �iLp� e-ma Asaocfatfon. Inc. 1 OLD n-TOJ /2/252 DATE. J/z zozo ''�_ 6J55 N.W.J6N.St.,Ste.300,NRG M GARDENS,FLORIDA 3318 o'-, STATE Phone:(303)871-1530.Fox:(305)871-1531 4266 Westroads Drive 2 DRAWING No n:UN., West Palm Beach, FL 33407 3 CA-0006718 20-164 i /��(:'•. WALTER A.TILLrr Jr.P.E. 4 - IGNATURE/DATE I FLORIDA L)o.g 44167 5 SHEET 6 9 OF 20 POURED CONCRETE OR �•-'POURED CONCRETE -POURED CONCRETE - OURED CONCRETE REQUIRED BLOCK WALL OR CONCRETE OR CONCRETE _ OR CONCRETE 1 BLOCK WALL REQUIRED —� i BLOCK WALL REQUIRED 1 BLOCK WALL REQUIRED .-�EXISTING GLASS* / EXISTING GLASS l CONCRETE ANCHOR-y - EXISTING CLASS T— / - 2•MIN fEXISi1NG GLASS ! j O 18.O.C. l .1 - N.SEPARATION �.,. �/ _`—--r, / 1 2' MIN.. r ) GLASS(SEE ~)• T MIN.SEPAPAIICN 'SCHEDULE ON SHEET r ►9N.TO LASSSEPA(SEE M1N.SEPAAAnON EQ'11 EQ TO MASS(SEE - 11 FOR BADE(DAND S]fDUE�( To MASS(SEE SCHFDL ON SHEET 1/16'x3-MAX.—�� ON SHEET 19 FOR I SHEET SCHEDULE LN SHEET - 11 FOR BIAOE®AND (6063-T6)COW. RACES(D&Q� 11 FOR BADE a)AND, - i t FOR RIME AND (LOCATE AT ON,SHEET 19 FOR ALUM..CLOSER / ON SHEET 19 FOR 1/2- ON SHEET 19 FOR EITHER SIDE. INEC RACES(D&® PLATE(LOCATE 1/2 - _ BLADES C)&ORACESm&Q�OFQ) AT EITHER SIDE MIN \ �1/2, OF(D) O USE.1.OR 2'MAX. 1Ox1 2 S.M.S #10x1/2'S.M.S- lI - (AS APPUCABLE)x2'x1/B'xO'-2'1) /e I 16'O.C. l - y7 ALUMINUM CUP ANGLE O 16'O.C (8063-TB ALLOY)AT MIDHEIGHT�-® (1) $10x1/2-S.M.S.TO @&(2)1/4-0 TAPCONS ANCHORS TO' 'EE D WALL AT i•O.C. (LOCATE AT O SSIDE NNECTION ) OR EITHER SIDE OF®) OR SEE DETAIL X FOR OR 0 TRACKSsSI DEON x FOR OSIDE CONNECTION ®m©•0'� O• 6. SLOE CAIL X FON a 6. 7 w B 10• TO TRACKS 6. a B• 10•®a 1UOw®a 0.Oa0•® TO TRACKSa©.O©•07 •uw©•7Q•®n •Qg�a).DETAIL END'CONNECTIENDDETAIL END CONNECTION DETALM ♦ REQUIRED ONLY FOR.SPANS GREATER THAN 12'-0' / --• t - �IXISTING GV55 —BLOCK WALL %y GL POURED CONCRETE OR CONCRETE EXISTING REQUIRED LASS LAN sErwAna+ �10 1 Ss M ---------- 4 To MASS(sEE i' ® 1s', PAN.SEPARATION Y L—____ }------- SCIEMXEON SHEEP / TO CLASS(SEE _ ____ / ._^ ©OR®OR(DOR 11 FOR BLADE mAND CONCRETE /2 MIN. SCHEDULE ON SHEET -------------- __ ______ ON SHEET 19'FOR ANCHOR® \\\\\\ 11 FUR QMEmAND ) OR@OR(90R(5 CCNCRETE RACES ID&(� / -12'O.C., / ON SHEET 19 FUR -- - _ANCHOR / EO .I, ` RACES(D&QAG __ OR@ . D.C. - 1/2 MIN. - 1 2 MIN. .EQ ©'CUR®OROOR 2'.MIN. 2"MIN - '♦ SEE U�AnONS OF USE FOR F BLADE N SHEET 19 E to 0 ©OR�OR@OR� VIE 5 dOR PLAN DETAILX 04)•0a9) 10•®a (POURED CONCRETE CR O.O OMO ®°t OM®a©•®a©•®a END INSTALLATION, CONCRETE BLOCK WALL ,vry[,p�yl°'�p1 6 7 w 8 10• f0 REQUIRED _ v'®a©•®°'®•©M _ ©•O•©M©•O•®� HV-BLADE-OR_ HV WINDOW ..BLADE .INTO. ®•®a®.®ap.�a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q p•®a®•®a,®•�ap.® END .CONNECTION .DETAIL© ®m® ®p®.® a FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2020 EASTERN METAL SUPPLY, INC. ..\\���• /•]yf, ®2020 TLTECO,INC. ® ' ,.��`'P��.• C.(!r� BERTHA HVTM /� Accordion Shutter System No.44 6Z L E C O N�. A�S.S�A, RV.. RAM#1 w/OR W/o Kv.vnNoa MADE Ame n TILUT TESTING & ENGINEERING COMPANY ASrICO Shu+ter Systems N•H .'.-DcscaenoH-._ oA,c. .DRAwN �.a -: STATE F = sass R.w.35U.s1,sa.sos,vwaNu cAcows,nOaw sale socictlon. Inc. t OLD 17-107 ' )/2/202 DATE: .7 2 2020 1n•• Phone:(305)B71-1530.F.:(305)871-1531 42$$ W@S}r00((s Drive - z- DRAWING No O,i;•. FOR) e-mail:8ltacoOooLcom Wes} POlm Beach, f L 33407 s I� ////FS•'•..-.. f��� CA-GD05719 1 2�—�64 WALTER A nLUT Jr.P.E. 4 /i/A DNA E �q` FLORIDA'Ue.(i,44167 6 SHEET AAAEnnl1H h1'E`. SEAL/SIGNATURE/DATE' 6 10 OF 20- - SCHEDULE N1 '.CHEDULE N2 SCHEDULE !i3 MAXIMUM SHUTTER SPAN' "L+" OR-'L-" MAXIMUM SHUTTER SPAN* "L+" JAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ [CAL OR -L-"-(ft.) FOR R "L-' (ft.) INSTALLATIONS _ INSTALLATION LEGEND - CENTERMATES. & or(9 or_w INSTALLATIONS W/ y CONCRETE & W/ ONE H.V. LOCK ® or ®.or or MANSORY WOOD- ' pOSLRNE !DUDESGNW RESSURABLE EN(tATOING.R A GIVEN & W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK. or or® OR W NO LOCKING i L-: MAX.ALLOWABLE SPAN FOR A GIVEN.NEGATIVE CENTERMATES ®& ®W/ ONE HV''T" W/ NO LOCKING.RODS® / WALL �A, B, C, .L E, M, N, O, P, Q, LOCK® W/TWO LOCKING RODS ®TOP & (SEE•NOTES t,tt) OOS MOUNTING F, K &1 R, S, &.V. A.S.D. DESIGN PRESSURE RATING. BOTTOM (SEE NOTES ,tt (VALID FOR MOUNTING I@ - (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR' - SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: MAxDAUu CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING A.S.D.D aGN Asor a= I T T F A.S.D.DMcN INSTALLATIONSCONLA & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE MUD.MOUNTING PRESSURE DETERMINE MAXIMUM SPAN -L+'FROM SCHEDULE. RANG RAnNG RATING FLOOR/CEIUNG MOUNTING MOUNTING & _ GIVEN A NEGATIVE-A.S.D. DESIGN PRESSURE RATING, (R.}l.7 (Rr.IJ .R.00R/CEIUNG MOUNTING (P.ar.) OR (+OR—) - (a OR-) (+OR-) ITAOR MOUNTING DETERMINE MAXIMUM SPAN 'L--FROM.SCHEDULE. 14 (a) L-(R) 'L .(t) L-(� :.L 4. FT--(ft)(R) .. L+ (a) L-(n),_ d MAXIMUM SHUTTER SPAN "L+'OR'L-'FOR. 30 OR LE I6'-0•. . 16'-0' 16'-0• -16'-0' - 30 16'-0' 16'-0- 30 16'-0• - i6'-0• - INSTALLATIONS INTO WOOD SHALL BE UMrTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+'AND 'L-'. _ 14'-10" 15'-2• 16'-0" 35 14'-10 _ 14'-10" '35� ' 15'-2' 16'-10' 40.,. 13'-10" IS-10". 14'-2' 19'-2 40 _ 13'-10' IN-10" 40' 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' IS-4- 14'-3". 45 13'-1• 13'-1' V 45- 13'-4"_ 14'-3• 1' HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50,:" 12'-5• 12'=5• 12'-8" 13'-T 50 '12'-5• 12'-5' 50' 12'-3• 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11-4-10• IV-10' 12'-1' 12'-11" 55 I1'-10' 11'-10• Y 55- 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE .60 11'-4:' 1 1•-4' 11'-7' 12'-4• _ 60 1 V-4' 1 V-4' 60 10'-2' 10'-11• NOTE®5,SHEET 5. RATING: .65 10'-10' 10'-10' 11'-1' 11•=11 '65 10'=10' 10'-10' 65 - 9'-5' 10'-1" - DETERMINE: 70 - t0'-6" 10'-6" 10'-9""11'-5' -' 70•-- 10'-6'- 10'-6• 70" B'-9"` 9-4' - LI+--MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, _ _ .Lz+-MAX. SPAN FOR.FLOOR/CEILING.MOUNTING { - 75 f0•-1' 10'-1•� 10'=4' '11'-1• 75 - .10'-1'' 10'-"1•' -'75 6'-9' 'ttEXCEPT THAT MAXIMUM SHUTTER SPAN l+'OR INSTALLATIONS. j 80, _ 9'-10• 9'-101 1O'-0" -9' 80 9'-10' 9'-10 'L-"AND-MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85- 9'-6' 9'-8• 9'-9• ' 10'-5° 85 9'-6' 9'-6• INSTALLATIONS INTO CONCRETE OR'CONCRETE BLOCK RATING: 90 9'-3' 9'-3'. 91=5' 10'-1" 90 g'-3' 9'-3'V SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" 8'-9' 9'-2` 9'-10"} 95 9'-0' 8'-9 Li-- 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' B'-4' 9'-0'- 9'->' I' 100 8'-9" B'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. / 105- 8'-7' 7'-11' 8'=9' 9'-6• - 105' 8'-7' T-11' 110 8'-4' _-7'--7' 8'-7" 9'-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' SEPARATION___..10. GLJISS- SCHEDULE. MINIMUM.BETWEEN °L1+",.•L2+",•L1-'AND"LZ-" ' 120- 8'-0" 6'-11• 8'-2' 8'-9' 120 8'-0' 6'-11', ., _ .. '125-- 7'-10" - 6'-8' 8'-0' : 8'-5• 125 - -7'-10' (4).GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 17•-8' 6'-5• 7'-10' W-1- 130_ 7'-8•' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM'ANCHOR 135 T-T 6'-2- T-9' T-9' 135 7'-7• 6'-2• WIND ZONE SPACING. 140 7'-5• W-11' 7'-7 i'-L+'-. 140 . 7'-5• W-11' ASTM EL1996 SEPARATION 145 7'-3" 145 7'-3' �9'-9' TO.,GLASS„ ' 150 7'-2- -5'-7- 7'-4' 77-0'• ' 150 :7'-2• .5'-7'" 155,- . _ _ . ;^_-. '_T-o• 5'-5- 7'-2- 6'-9"_ 155 T �.-o° 5'-5'. 1. THRU 3 160.,- 6'-11'' 5'-2- :7•-1' 0'-7" 160 W-11' 5'-2- 165 •6'-10' S'-1•_ 7-0' 6'-4' - 165 - 170 6'-9 4'-tL 6'-11- W-2- 170 6'-9• 4'-11' - 175 6'-7.' 4'-9' 8'-9" 6'-0' 175 6'-7- •,4'-9' ,- - 18D.'_ 6'-6" .4'-8' 6'-6' 11-10• 180, 6'-6- 4'-8' O .H V BLADE •._A 85 6'-5" 4'-6' 5'- „6'-7- -8"- 185 6'-s' W-6•'. 190- 6'-4' 4'-5• 6'-6' 9'-6. lig 4'-5" 195-. 6'-3• 4'-3'. 6'-5' 5'-5-200. 6'-2• 4'-2•_ 6'-4• 5'-3• 4'-Y.205 . e'-t• .'4'-1• 6'-3" 5'-t• _ a-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC.. ' °•��P E . .... TJ,,, BERTHA HVTM. �.•''��c Ns ''• I L E.0 O IrLN�': A■ ■S■A■, Accordion Shutter System No." 1 _ KY.BADE y1 W/OR W/o Ky.wlwav MADE. . TLLLIT TESTING & ENGINEERING COMPANY ARF9rICOB Shutter S��pp1em3 I� FY.N DESCRIPTION. DATE DRAWN g'P:MLCN. G.. 6355 N.W.35th.SL,Ste.30.VRGRH GNtDEN%TLORIDA 33t5 Association, Inc. I- I OLD 17-107. /2/20 DATE_7/2/2020 �-a: STA OF Rhone:(305)871-1530.Fos:(305)871-1531 4266 Westroods;Drive _ ' 2 DRAWING No %9'. tOLecaoaol.aam West Palm Beach; FL 33407 3 2()—�64 D.� CO IDP ���• CA-OD06719 �,����%10 .� �L/SIGNATURE/DATE FC�DA Um d iif6iE e.' SHEET OF 20 MAYIMUM ANCHOR* SPACING (In.) SCHEDULE FORA QPAN MAX, SHU!?ER. AS.D_ DESIGN NEGATNE PRESSURE RATING.AND A C-ORRESPONOING MOUNTING TYPE FOR CONCRETE OR CONCRETELA ANCHORS SPACING LEGEND- POURED CONCRETE MOUMNOS A,B,C,D AND ON SNEET a POURED CONCRETE COlICREIE tilDC1C ' TAPCON OR µ WALL HEADER MOUNTING &WALL HEAD MOUNTING ®WALL HEADER MOUNTING' (P)Ww-SILL OUNTING' D WALL SILL OUNTING C_& WALL HEADER/SILL � TAPCON WITH ADVANCED _ .W/ W/ W/ W/ MOUNTING THREADFORM TECHNOLOGY (R) A5.0.DB-CN NESUK PANG ASb.,DERO,IIEr,ATNE PRSM PAT5D( ASD.�tEL11NE PRMOE PAN& Id ASO.DESIGN M AINE PFL59K fUTND A9.0.D67R!NEWK PRFSSUS PATN0 IS IL OFSnII NBGti6S PR=1 9ATN0 _ .ALL POINTS SOLID-SET 30 1 40 eD IMM"'120 100 205 SO 40 li0 79 f1D 120 150 205 JD +0 60 75 BO 120 180 203 30 40 60 75 90 120 100 205 JO 40 BO 7S BD 120 1S0 205 ]0 40 BO 7S 80 120 1pD 205 BLUE TAP 1 13 10 e 6 6 14 12 10 9 5 5 6 6, 14 12 10 9 8 a 8 8 14 B B'3'-0' 14 12 10 B B 6 14 12 10 D 8- 8' 6 ,6 14 12 10 9 a e 6 6 1_4 12 10 D 8 a 8 e 14 12 10 9 a-0' 8 8 B 8 8 8' 8 ,fr B8 TAPPERS•OR 14 12 10 e 6 5 14 12 f0 9 e B 6 6 14 12 10 9 8 B: 8 B 14 12 10 'B E B. p 3 14 12 10 9 B. B s h e 8 p B 5 B a BA14 12 10 p B 8 ,4 12 10 9 9 a' 6 6 14 12 10 9 a a e 6 14 12 f0 9 a 8 8, - 14 12 ,0 B a 6- B 6 5 a e a a e e 7 14 12 10 B 8 4 1+ 12 10 0 a B 6 B 14 12 10 9 8 8 6 6 /4 12 10 9 8 7 - - 14 12 10 B 8 7 55 - 8 '8 5 5 a 7 5.5 14 12 ID 6_ 6 + 14 12 f0 9 8 6 8 8 14 12 10 0 B 8 6 5 14. 12 10 8 8&SS - 11 12 10 B. B B 7 8 8 �8 a B B B 5 .S14 12 10 a '4.5 - 1,12 10 9 8 8 6 4 14 12 10 9 B e 0 8 14 12 10 B 5 8 � 14 12 10 e B B a 8 e- a E B 8 95 S14 12 10 6 ,6 4 14 12 10 9 8 5 6 8 14 12 f0 9 6 8' S 8 14 12 10 9 p 8- - 1, 12 10 9 B B 9 8 ,p p -8-,e. 8 7 5.li _ -' 14 12 10 a e e 45 - 14 12 10 0 8 e 6 3.5 14 12 10 9 e 0 6 5 14 12 10 B 7.5 _ - - 14 12 10 9 .8 55 - - e e e e 75 ss 4 3 �` SEE ANCHOR 1, i2 10 s e a 45 - 14 12 10 9 8 a 6 J.5 14 f2 10 9 e a e e is' 12 10 a e 7 - - u 1z to a e e e' - a a e e'e e e a --- - SPECIFICATIONS u 12 10 9, e 65 = 14 12 10 e e e I S - 14 lz 1D D .e e e s is ,2 1`0 9 9 s - - is ,2 10 9 e' 7 - - e e e a e 7 s s 14 12 ,10 9 8 B 4 - 14 12 f0 D a 8 6 3.5 14 12 ,0 9 B 8 e 6 14 /2 1D 9 E - - - 14 12 10 9 B 7.6 - - a e a a 5 7.5 55 4 ON SHEET 13 14 12 10, 9 e S5 '3 - 14 12 10 9 8 B 4.5 - 14 12 10 9 a 8 E e 14 12 0.5 7.5 4 - - 14 12 95 7.5 6.5 3b - 6 B 8 7S &5 4.5 3.5 - 8'-I- 14 12 f0 9 B 3.S - 14 '12 10 9_ 6 p�43 - 14 12' 10 B B B E 8 14 12 10 _D e 4 - 14 12 f0 '9 B B.4 - ,B'E 8 .0 5 B 8 7b 14 12 10 a 5. ] - - 14 12 10 B 8 B - - 74 12 f0 9 a e 5.5 3.5 1♦ 12 10 9 4b - - - 14 12 10 9 7_ - - B 8 B B 7.5 5.5 4 J 14 12 109 B 5 - 14 12 10 9 e a 1 - 14 T2 10 9 8 8 6 9.5 14 12 10 9 6 - 14 12 10 9 8 45 - e 8 a e a 8 4S - 14 12 -10 D 8 4 - - 14 12 10 9 B 85 J - 1♦ 12 10 9 e 9 8 - 14 13 5 45 - _ - 14 12 8 0.S 55 - _ 5 8 8 85 5.1 4 J 7'-0• 14 12. 10 0 6 ♦ _ 14 12 10 B 8 85 J 14 12 10 0 5 8- 6 - 14 12 10 9 6 - - - 14 12 10 9 8 7 6 e e e e 8 7.5 6 I4 12 ,0 D 4.3 - 14 12 10 9 B_ 4 - 14 12 /0 B_E 7 4 - 1� 12 10 SS - - - - 14 12 10 8 Bb - - - B B 8 "B 65 5 JV6_- 14 12 10 9 7.5 75 - - 11 12 10 9 a 6 - 14 12 10 B B B 6 - 1♦ 12 10 8 - - 14 12 10 8.5 7 - 3 8, 8 8 7 S. 4 • 14 12 10..9 5.5 3- - 14 12 10 9 8:45 - - 14 12 10 B TOO - 14 11 7 14 11 7 5.5 3.5 - B 8 7 B.5 4-5 J5 - /4 12.10 9-SS - - - 1s 72 10 9 B 4.5 - 14 12 f09. - - 14 12.'10 7 4r -- tI 12 10 9 BS - 'a 5 'S a' 0" 75.7 4 - '..♦SEE UM ATIONS OF�SEFORR14 12 ,0 5 J' - - - 14 12 10 a 8 -_ - -' 14 12 1n 9 14 12 a5 J - - - - 14 12 8.5 T 4. - - - a B 8 7 55 4 3 BLADE 1�A ON SHEEP 14 M 10 9 S. - - 14 12 10 9. 8 4 - 14 12 10 9 - 14 12 95 - - - - - 14 12 9.5 7.5 45 - - - a s- p 75 6 4S - _ 14 12 10 85 4S. - - - 14 12 10 9 7.fi - - -• 14 12 10 9 a_ - - 1J 9-5 4' - - - - - 13 B5 6.5 5 - 8 8 6.5 S ♦ J _ - 14 12. 10 5.5 4. - - - 14 12 10• 9 7.5 - I♦ 12 10 9 B 14 12 10' 5 I.- -- - 14 12 10. B S.5 - a e a a 5. 65 6, 3 9'-0•' 14 12 CS 4 _ _ 14 12 10 B l5 1{-'12 10 9 7.5 - 14 15 45 _ 14 115 7.S p _ _8 8 7.5 8' S- 14 12. 10 -8 4. - - 14 12 10 9 7 - - 14 12 10 9 B - - - 14 12 "5' - - - 14 12 B 6.5 e a a 8.5 4 . 14 12 95 5 3.5 - - - 14 12 f0• 9.SS - 14 '12 10 9 -B - - 1.5 8.5' - - - 15 65 5b - - - - - e 8 .55 49 JS - - 14 12 95 5 3-5 - - - 14 12 10: 9 6.5 - - 14 '12 10 9 8 - - 14 12- 7 - _ - - 1{ 12 10 75 5 - - - a 8 .p 6 5 7.5 4.9 - 10'-0� 14 12 55' J - 14. 12 i0 8 'J -- - 14 12 IO• D p - 14 105 J, - _ - t4 f0.5-7 35 "-_ - - - .e B 7 S.S 45 3.3 - 14 12 B 45 J' - - 14 12- 10 0 5.. - - 14 12. 10 9 B 1 14 11- - 14 11 7.5 - 8 8 75.8 5 - 14 12- 7 - 14 12. 10 - 14 12 10 - - OS B - - - 0.5 a. 5 _ - - - - a .8 14 12 7 - - - - - 14 12 10 - - - - 14 12 10 - - - - 14 12 5 - - - - 14' 12 10 - - - - e B B.B 8 •.7,3.5 - 11'-0'- -- - - - 14124 �- - -_ - - 1412- 10 - - - - 14. 121D - - - - - 2.59`5 - - - - - - 2.S 9.5'8, •- - - - - 6 '8, a Ii 54. 3 - - f4 12 6.5 - 14 12 10• - 14'12 t0 35 10 - - --14"10 -7 -8'B 7 S.S 4.5•-'.- 14 12 5.5 - - - - - 1,-12 10 - - - - - 14 12 f0 - - - - - B.5 7 - - - - - 9.57 J.9 _ - _ - 8._7: - 12'-0. 14 12 55 - - - - 14 12 f0 - - - - 14 12 10 - - - - _ 14 12 •4 - - - - 14 12 70 - - - - E 8.,a e e 8 3 - 14 12 -3 - - - - 14 12 a - - - - 14 12 10 - - - - 11-5 11-5 - - - - - 115 a5 4 - - - - p 8 S.S 7.4{= - - 1 12 -g - -_ - - - ,2 -- - - = ,4 12 10 _ - _ _ - 2.5 9.5 - - - - _ - 35 9.5 4.5 - - - - -. a 8 6 5 HV BLADE OR n FiV BLADE ,4 12 - - - - - 14 12 - - - - - 14 T2 - - - - - - 9 45 - - - - - - e e5 - - - - - - e e5 +s 15 3' - - �- - - 13'-0' 14 12 - _ _ _ _ 14 12, - _= 14 - - - - - 14 12 - - - - 14 12-iT - - a a. a 5" 8 4.5 - 14. 10 - - 14 12 - - -`� 14'12 - -� i0.5 55.7 - - - - - f05 8 - - - p 8' S 4 S.-5-- 14 - - 14 ,2 - --- '12 - - „ 12- - -• 1.5 6 - -1,s a�i-- - _..B -e 55 4.5 - -W/�._1A "HV._WINDOW.-..BLADE 14 12 - _ _ _ _ - ,. 11= =T- - ,, 12 - _ _ _ _ - e ] - - - _ - a 6 - - - _ _ - a p --4-3 - _ _ = WORKING IN _UNISON. 14'-0' 14 12' - - - - - 14 - - - - 14 12 -_-_ - 74 .9 - - - - _ 14 12 - - - - - 8 6 a 8 7S 4 ,- is 14 - - - - 1, 72 - - - - - - 10 4 - - - - - - 10 75 - - - - - 8'7.5 ! 4 7 - 14 1f5 - - 14 14 12 - -0.5 4 -- - 10.5 B - e e-6 4 ,4 - - - - 1- - - 14 - - - 14 - - - - - - - 7.5 - - - - - - 7.5 _ - - __ - 75 55 JS 3 -_4 - _ - 14 - - 11 _ -_ - _ 14 - - - - 14 - - - - - - a B 8 7 7 3.5 -14 - - _ T4 - - - - 14 - - - - - - 9 - - - - - - 91' - - 8 .7 4.5314 - - - - - 1," - - - 14 - - - - - - 10 - - - - 10 B 7.5 B 14 - - 1♦ 14 - 7 _ 7 - - - - - 7 55 AS 14 - - - - - - - 14 _N _ e14 _ _ _ 14 _ is _ _ _ - _ a B 5 75e16-0 14 _ _ _ T4 _ _ _ is _ _ _ _ _ _ 0 _ _ _ _ p„ _ _ _ _ _ _ _ a BS 4 J5 _ _ _ .14 - - - - - - - i4- - - - T4 - - - - - - - 9s - - - - - - - 9.5 - - - - - - a 7 s-I='- - - FLORIDA BUILDING CODE Non High Velocity.,Hurricane Zone 01 lit 02020 TILTECO,INC. _ ®2020 EASTERN METAL SUPPLY, INC. ......... + BERTHA HVTM y�Q ��pEN A S S A Accordion Shutter System.. . /TZ E C O'�N C. Kv BLADE y1 w/OR w/o Kv.WINDOW BLADE r Ti Ti o No.441 I `_ ' . Ainerican Shutter Sys tems TILLIT TESTING do ENGINEERING COMPANY REV.N DESCRIPTION DATE - DRAWN 6I: MY- F a155 N.W.36,n.SL,Ste.JOS vRNRnu GARDENS.iLOwDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE 7 2/2020 %�'• STATE I Phone (305)871-1530.Fox:(30S)971-1531 4268 Westroods Drive 2' :��., F� ci,`� c-mot Unecoeca.wm West Palm Beach, FL 33407 J DRAWING'No CA-0006719 20-164 y F• • '•�}�c wu1tB A nun dr.P.E. 4 . �'�iiiss�ONAL 1 ``SEAL/SIGNATURE/DATE FLORIDA Uo.Y 44167 5 SH E 0F'20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.DFSTGN NEr_�TNE PRF35LnM RMING AND A ODRIHIKINDING MOUNTING FOR CONCRETE OR CC (SEE MOUNTINGS 1,0,&'H ON SHEETS 6&7) - 1.'ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ' POURED Compa /roNQmE BL13o1 POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.fc-3 ksO - MAXTUM QE 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.BUILDIX.(Min.fc-3 N5i) SPAN ANCHORS SPACING.LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED 6Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.fc=3 IaQ (1t) &SA DMM NEGUNE FRIMIRE FANG D,DESCN HELM PRESM RIP& _ S.D.DESIGN fifA1NE 15NG - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. in.fe-2 kei) 30 40 60 .75 B0 120 160 205 30 40 6D 75 90 120 160 205 >D 40 60 75 TAPCON OR t2 90 0 I80 205 TAPCON WITH ADVANCED - OTHER TAPPER+ANCHORS AS MANUFACTURED EN DEWALT.REGISTERED INC., WITH HDISTRIBUTED A BY ALL TITER SCREW,BOLT'&SPECIALTY COMPANY OR MA' 14 72 to 0 e 8 e 5.5 14 12 t0 a e_ e e 8 1♦ 1 10 9 0 e B 8 THREADFORM TECHNOLOGY' S PROVED LICENSED OR AUTHORIZED VENDOR REGSSTERED WRN THE AMEpGN SHUTTER SYSTEMS ASSOCIATION,NC.(Min,fe-3 W) 14 12 12 B 8 B 6 e 14 12 10 9 •B 6 fi B 14 12 10 B 8- 8.8 6 ALL POINTS SOLID-SET NOTES:OR LESS 14 12 10 0 78 8 B 6 14 12 10 B B B, e It 14 12 10 9 8 e 6 5 11 12 l0 9 8 e 8. 7 14 72 f0 9 8 0 e 6 14 12 f0 9 '8 B 6 6 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ _ _ TAPPER+, • ANCHORS IS 1 3/4',AND FOR BLUE TAP W/GP ANCHORS IS 1 1/2'. 14 12 10 9 8 7 55 3.5 14 12 10 9 8 8 5 6 14 12' 10 9 6 5 6 5 - 14 12 10 B 8 8' 8 5 14 12 t0 9 8 8 6 8 14 12 10 B-6 8 8 55 4'-0' A2)MINIMUM EMBEDAffM OF 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/B'P4T0 THE POURED CONCRETE NO EMBFDMFM f4 12 1D 0 8 B e ♦ 14 12 f0 9 8. 8 e 4-5 14 12 1D .9 6 8 ♦ 3S _ INTO STUCCO SHALL BE PERMOTIFp. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 0 8 8 8 4.5 1�1212 t0 8 8 B 6 5.5 14 12 10 9 B 5 6 4.5 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 iZ 10 B 75 S.S J.S - 14 12 10 B e 0 8 5 14 12 10 0 8 7 5,5 4 •SEE U AliDNS OF USC iDR - - BIADE MI SHEET 10 - 5,_O..14 12 10 B'B s 6. B 14 12 10 e 8 8.'B 5.5 14 12 10 9 e.. B a 4S A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 'D !' 7 4 14 12 f0 0'8'&9 S S5 14 12 10 .A 85 5 15 3 . - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHA L.BE AS INDICATED ON , 14 12 �10 9 B 7.1 4.5 - 14 12 10 0 B B 6 43 14 12 1 101 9 1 6 1 6 4.5 3,75. NOTES A.1)&AA2)ABOVE FOR INSTALLATIONS ON VINYL SITING OR EIFS WITH OR WTTHLWr METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.S 75 e5 4.5 - - 14 12 10 8 6 7.5 55 ♦ 14 .12 10 B A. B 8 4.5 33 INSTALLATION INTO EIFS WITH.METAL STUDS SEE SHEET 20. 6'-0' 14 12 10. 9 8 8 B_ 14 12 10 B 8 8 6- 5 14 12' 10 B e 6S 5 3.5 14 12 10 B 75 55 3 14 12 f0 55 7 5.8 { J 14 17 a 0.3 5A 4 3 - (B) To EXISTING CONCRETE BLOCK:(ASTM C-90) ... 14 t2 t2 0 a 11 - - 7� 12 10 B e 5.5 5 A7S /4 12 10 8.5 8 S 4 - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL 14 12 B BS 55 3 - - 14 1Z 10 9 B 6.5 4.5 3S 14 12 10 e 7 5 J.5 J - 1/40 x 3/4t ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&,SPECIALTY COMPANY. T-0' 14 12 10 9 "e 7 5 i 14 12 10 B >5 5S 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 f0 B BS ♦ - 14 12 0 75 a 4.5 3.5 - 14 10.5 7 5.5 45 J5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,MID DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 72 1D B1 7 4 Ti 12 12 9 73 SS 4 - 14 7s 9 7 7.S i5 - - OTHER APPROVED.UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7;55 4.5 - - 14 12 10 9 75 5b 4 - 14 12 9 7 8 45 J - NOTES: - 14 12110 a B. 85 - - 14 12 10 B B 8 -4 - 14 12. 10 6 8S 5 35 -- 8'-0' 14 12 Qs 7 5, J - - 14 12 a ab s5 4 J - 25 12 B 5 4 J - _ ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP�W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 Ile AND TAPCON 14 12 9.5 7S -8 - 14- 12 9.5 .61 83 5 14 12 8 8.83! WITH ADVANCED 7HRFAOFORM TECHNOLOGY ANCHORS IS A'. ' 1J•9.5-116.-5 5 J.5 - - 14 12 t0 s eS S - - 14 •12 B 6,5 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/{'ALL POINTS SOLID-SET,ANCHORS SENATE BE FNTIR[lY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 B e - - 14 12 10B 7b 1.5 - - 14 12. 85 7 1,5 t7.5 B 4 - 14 11 7 55 b S.5- - 11 .8 55 1.5 5.5 - EMBEDMENT INTO STUCCO'SHALL BE PERMITTED. 1/4'0-20 S.S.,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1',MINSNM FOR WALLS WITH NO STUCCO. 11 12 a 8.5 4.5- L4 12 55 7. 55 ♦ "- 14 IDS 7 5.6 8 45 15 85_L 4 - 14 12 0 7 6 4S - - 14 11 7 8.5 4.5 15 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 0 75 - 14 12 10.s 65 S - = 14 12 S 6'S 4 - ANCHORS,SHALL BE LONG ENOUGH TO REACH 114E MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE'AS INDICATED ON 14 10 7• 5 J.S - 17 Y3 0.S S 4' 3 - t2 7.S�'S 4; 3 - NOTES 8.1)&&2)ABOVE FOR INSTALLATIONS ON.VINYL SIDING OR EIS WTN OR WITHOUT MLTp1 STUDS CONSULT THIS ENgNffR, 1L 11 7.5 SS - - - - 14 115 9 6 5 i4 - -125 9.5 6 5.�4 74 c -.j FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 B 5 - - - - - 14 12 B 95 5S 4 - - 13 f0 6.5 - 11•_a• 14 12 t0 - - - - - 14 12 9 7 5 4.5 - - 14 1M 7 55 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - - - 12 B 43 4 .3 - - -9. 7 43 3 14 10 i-- !14 6.10.5 7 5S 4.5 - - 1. 3.5 5 8S sb 4.5 17S - - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 6.5 '7':45 - = - 14 115 73 9 5 - - - 12 9 -8 4,6 4 - 1s 12 IO - - - - 14 12 B es 55 - - 13 l0 e5 8 4 - - EDGE DISTANCE'VERSUS SPACING SCHEDULE FOR ANCHORS:, 11.5 8-5 {.5 - - - - - 11 B 53 4 15 - - 6 6 4 J - __ _ _ BYMUMAXIMUM ANCHOR ACINSPACINGS ARE ON S FOR EDGE DISTANCES L INDICATED BELOW.FOR E.D.LESS THAN 714E INDCATED,REDUCE ANCHOR SPACING ].5 9.3 e. �- 73 9.5 85 5. 4- � - OS 0 S 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE iW THE FOLLOWING FACTORS. - a 65 - - 14 f0.5 7 53 4.5 - - 1f 8.5 55 4.5 3-5 - REDUCED SPACING OBTAINED USING FACTOR 94ALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - 14 t15 75 e e - - - 12 s B 4:5 4` - - FACTOR -- -- - - Db_6 - - - - - - 12 9 6 . s = - -_ 7.5 ss 4 `3 - - - ABM- TAPCON WITH ADVANCED ..TAPPER.+ .. tz5 ds - - - - - t2 9 B 43 4 - - - 9.5 7 5 ! - - - -' EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/GP 1J 95 65 s - - - - 05 75 5 . - - - - 1 HV BLADE OR DICTANCE THREADFORM TECHNOLOGY YIN.SPACING 14'-0' t♦ _12 _ - - - - 14 ta5_ 7 5.5 - - 11 B5 5.5 46 - - - - E.D. WN.SPACING®3 MIN.SPACING 3' MN.SPACING 3 1/2; MN.SPACING 3' 3 3/4' 4' 10 75 - - - - - - 9 7 4.S JS - - - - 7 ].6 3 - - - - LAD' POURED CONCRETE& FaLlaa COIYXEIE K 7E BLOCK POURED CONCRETE& POURED CONCRETE&POLNED rlfuaTE CONDIEIE BLOCK 11.5 6 - -- 11 8 5.5 4.5 - D 6.5 4.5 - - _ _ _ ' V W DOW CONCRETE BLOCK E0..3 1/2'L81 FD.=2 1/2', CONCRETE Lgy E0..3 1L�2'M' I Y" _D..CONCRETE '�K LIK E0.•J 1/Z'Mx E0..2 1/Y 3. a 6. - - - - - B.S 7 45 • 3' 1.0 0.90 1.0 0.78 1.0 0.64 -1.0 1s'-o' 1! - - - - - 35 .5 9. - - - - 5 a e�� - - BLADE WORKING 2 1/2' - ` .0.81'. 1.0 - - 0.97. 1.0 B 6.5 65 4t - - - - "ITS 5 3 -I- IN UNISON + to--- - - - - - 05 6 5 - - - - - ea 6 { - - - - - 2'._. - - - - 11.5 6. - B e 4. ._ _ _ _ 1 3/4' 0.91 - - - __ 0.43 ` 14 - - - - - - - 7.6 9.S 8 - - - - 10 7.S 5 - 16'-D- 5 - - - E 4 4.5 j---J r 1 1/2-: 0.35 _ - - , - 0.35 Bs - - - 4 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, Y�t111�h1t111 ��pA .:02020.TILTECO,INC. .. _ ®2020 EASTERN METAL SUPPLY,INC, ` ERTHA VTM /� Accordion Shutter System .NO.44 67 = f L E C.O i N c. Nw S S.'/yr KV.BADE#1 W/OR W/O KV.WINDOW aAM TILLIT TESTING & ENGINEERING COMPANY AmericanShUHeF Sy3teLn3 .REV.N. DESCRIPTION DATE ORAWN Bf! M.P. STATE f 6355 N.W.36th.St..St°.303.MRCNU'GAXDENS,FLORIDA 3314 ABSOCIofloll, Inc. 1 OLD t7=1o7 /2/2D2 DATE 7/2/2ozo A' Ph.":(305)871-1530.Fox:(305)871-1531 - 4268 Wastroods Drive 2 - - '%��.c' (0R1 P ��'��� °- °cA_000e7ls West Palm Beach, FL 33407 3 DRAWING No AC mil:GIW671°Lwm 20-164 ��i,,CCS+''••.... `� WALTERATILLUT.Jr.P.E. - 4 ��A11,i�..... RtO%` EAL/SIGNATURE/DATE FLORIDA ul.0 4♦167 MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A,S D DESIGN NEGATIVE PRESSURE RA71NG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INST I T ATION (SEE MOUNEINGS I,J.K&L ON 94M 7) POURED CONCRETE POURED CfiETE I A9Jc ovER& nV TRENCH ANCHORS SPACING LEGEND LLA11tOt1U,1 _ MOVMINC_.9 ORANCUARD MOUNTING (E)WALL/FLOOR MOUNTING (I)WALL/WALK OVER MOUNTING TCON OR (fll'1 DESIGN NEGATIVE PRESSWE RATING A.S.D.DESIGN MWK FFMJRE WIND 0.DESIGN NE N WA MSSIX RATING W A&D.DESIGN turANEE 71ESSIRE 9A,a0 W TAPCONAP WITHADVANCED 30140 60 75 eo 120 1eo ZOs Jo 40 80 75 90 120 160 zas JO w BO 75 90 tzo 180 20.5 30 40 80175 Bo ,2o 180 205 THREADFORM TECHNOLOGY _ 14 12 10 9 8_ e 6 a 1z lz 12 12 12 13 e5 6.5 7 7 7. 7 7 7 7 ss s s s 5 s s s ALL POINTS SOLID-SEi 14 '1.2 10 B 5 e a e 12 12 72 12 12 12 95 7 7 7 7 7 7 _7 7 7 B 5 5 5 S 5 5 s R LESS 14 12 10 9 8 B 8 6 12 12 12 12 05 B- B 4.5 7 7 7 7 7 7 7 65 9 -1 S a S 6 a 5 BLUE TAP 11 12 10 9 B 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5� TAPPER+ 14 12 10 B a B B e 12 12 17 12 15 85 &S S 7 7 7 7 7 7 6S 4 6 S S S S 3 5 4 ' 4'-0' 14 12 10 B ii e 8 6 12 12 12 12 12 B5 7 5.5 7 7 7 7 7 7 7 7 5 5 S- 5 5 5 5 5 14 I2 10 B 5 e e 6 12 12 12 93 a 6 4.5 15 7 7 7 7 7 7 &5 5 S'S 5 5 3 S 5 5 14.12 10 B a B 6 B 12 12 12 12 10 7.5 5.6 -4 7 7 7 7 -7 -7 7 85 5 9 5 5 6 b 5 5 74 12 10 9 8 a 8 6 12 72 I2 11 9 7 5 4 1 7 7 7 7 55 4 3 5 5 5 5 5 S 4 3 5'-0' 14 12 10 B 8 6 6 6 12 12 12 12 10 7S 5.3 4 7 7 7 7 7_7 7 7 5 5 5 5 5 5 S 9 11 12 10 9 a e e 8 12 12 BS 73 8 45 35 7 7 7 7 7 7 5 3.5 3 5 5 S- 6 9 S 4 11 12 10 9 B e 6 6 12 72 12 BS '8 8-4.S - 7 7 7 7 7 7 5.5 1 5 5 S S 5 5 5 4 # SEE ANCHOR 14 12 10 9 B_ a 6 6 12 12 13 9 75 5S 4 3 7 7 7 7 7 45 3.S - 5 S 6 5 5 1.5 15 - SPECIFICATIONS 6•-0• 14 12 10 9 B 6 6 6 12 12_12 10 E 6 43 35- 7 7 7 7 7 7 7 7 5 5 5 S- 5 S 5 5 ON SHEET 13 14. 12 10 9 6 8 6 6 12 12 a 8 5 4 ] - 7 7 7 7 7 55 4 S 5 5 S 5 5 a 3 14 12 10 9 a a 6 B 12 12 f 0 5 0.6 S 75 - 7 7 7 7 7 6 45 - 5 5 5 5 5 S 45 - 444� 11'.2 10 9 a a 6 6 lz 12 10 a B.5_ 5 3s - 7_ 7_ 7 63 5.5 { S 3 S 5 3 4 ! •7'-0• 10 9 5 6 6 B 12 12 12 85 7 5 4 ! 7 7 7 7 7 7 7 18 S _5 5 10 9 8 8 6 6 12 10 a5 5 C5 3 - - 7 7 7 7 eS� 6 3 - 9 S 02 10 9 8 6 6 6 12 12 B5 7 5.5 4 - 7 7 7 7 7 5 - - 5 5 5 5 3 5 4. - 14 12 10 9 8 B 6 - 12 I2 a.5 7 5.5 4 3 - 7 7 7 5.5 1.5 3 - - 9 5 3 S 45 35 - _ VALID ONLY FOR UP ES URE -- PSF A.S.D DESIGN PRESSURE 14 12 10 9_! a 6 - 12 12 OO.3 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5- 5 5 6 S 5- RATING & FOR SPANS PER 14 T2 10`s e e s - 12 9 e 4.5 a 3 - - 7 7 7 7 5.s { - - 3 5 3 e 5 4 3 - SCHEDULE 3, SHEET 11 14 12 10 -9 E E 'e' 14 11 73 65-73- 7 7 7 7.5 8 a.5 - s 5 5 5 5 13 14 12 10 9 8 B_ - 12 1.5 75 B 5 3.5 - 7 7 8.5 5 4 _ S 51 5 S 4 3 9._O. 14 12 10 B_ 8 B - - 12 12 95 63 is 1 ] 7 7 7 7 7 7 6 3 S 14 12 10 9 a 0 - - 0.5 a a 4 !.5 - - - 7 7 7 B 5 3.5 - 6 5 5 5 S 4 ! 14 12 10 9 a a - 12 10 65 5 43 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 B 8 a - - 11 0.5 7 5.5 4.5 !.5 - - 7_ 7 5S 4.5 3.5 �-W-' --- 1410'-0"14 12 10 9 8 B - - 12 71 8.6 5 9!.5 -- 7 7_7 7 7 7 4.514 121096 6 9.9 7 45 15 3 - - - 7 7 7 5S 4.5 - 6 S 5 3 14 12 10 9 8 a - 12 B 8 9 4 7 7 7 B S ^- 65 5 45 12 Vo 9 6 e' - - 12 9.5 8 S 4 J - - 7 7 5 4 S - - - S - ,,,_0.14 12 9 B B - - 12 I2 7 5.9 43 >S - _ 7 7 7-7 7 7 J5 - 4 5 5 S S S 3 4 ,� H V BLADE ONLY 4 126e a.6 6�3�_4 3.9 ] - - (- 7 7 9_I S i - - - S 5 5 6 _14 12 B 5 8 - - It B 13.tt { - - I '7 7 7 S9 4S _ - 5 5 S 5 4.5 14 12_10 9 _B �I_ - .15 a's 55 13 SS - I- - 7 7 4.5 J.5 - - - 3 5 43�3.5 J14 12 10 9 a - - - 12 B3 6.S S 4 J6 3 - 5 5 S S 4.5 33 12'-0•14 12 B _ B81 3 7 7&5 15 J3 - 5 5 S 11 f2 10 B a - 10 7.5 S 4 - - 7 7 B 5 --- 3 3 3 4 - 11 12 10 9 a 0.5 B 5 4 SS - 7 0.3 45 J.5 - _ 14 12 10 6 e_ - - _ _i5 B5 E 4.S J.S 3 - 7 7 7 7 7y 44 S 5 3 S_ 5 S 4.3 35 11 12 10 9 6 7 S3 3.S 3 7 7 5 4 ! _ _5 5 5 4 3 14 Ti-10 Y 8 8 7 45 7S - - - - 7 7 S5 15 - 5 5 5 45 11 72 10 9 _10 7.5 S 4 3 7 6 4_ 3 5 5 4 ! 14 12 10 6 - - - OS 6 5.5 4 3.5- - - 7 7 7 7 7 i - S 5 3 3 3 3 4 3 14'-0'- -_ _ _ 14 12 To 9 - 6.5 5 J -• 7 7 5 S5 - 3 5 5 1 1�12 10 9 - - - - BS &5 4_�-- _ 7 7 6 4 _Z_ S S S 4 - - - - 11 12 10 _ _ - - - 9 7 ss H�� 7 - - 7 S.5 J.5 _ - - - - 5 5 ].5 - - -.12 ,111 - - - 3 - - 7 7 7 7 7 JS __ 5 5 S S S 3 4 3 11 12 10 - - - - B 4S 3 - - - 7 7 4$ 7 - - - - 5 5 431412 10 - a 8 { 7 7 5 8 5 8 4 - 10 - - B•S B6 4 J.5 - _ - 7 S.S 3.5 _ - - - 5 5 J5 - - - - - 1±1412i 10 - - -957S64S357 e.S 4 - - - - - S 5 4"ta 7 ss - - - -- - s 4s - - I - FLORIDA BUILDING CODE(Non High Velocity Hurricane lone ```,`7►I1t(t(t1RII +��" 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY, INC. ,TJ,, BERTHA HVTM \GEN F .,9= 7-676 , � S S A Accordion Shutter System No.441 7 - I�' NC. ■ ■ ■ ■ H.V.-RADE#1 W/OR W/O RV.WINDOW Ea DE American Shutter Systems ,77� TILLIT TESTING & ENGINEERING COMPANY yEv.N DESCRIPTION DATE DRAWN e1': MP STATE F `/ 6355 N.W.3815.St.,St..303,VRGRN OWDENS,ELORDA 331E Association, Inc.V 1 OLD 17-107 /2/2D2 DATE: 7 2 2020 9 Phono (305)871-1330.Fay:(305)87I-1531 4268 Westrocds Drive 2 DRAWING No ��O�• "IOR1 a-man:unccoDooLcom West Palm Beach, FL 33407 3 20 'SSuff �IINA; Nr�SEAL/SIGNATURE/DATE n0R1OAWALTER �8144167E 5 SEE 1 64 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RsT1NG AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !S; UB !�TF;Z TE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH N N D. SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX 2Wf�MIN.0-0.55, FIR NORTH MR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DO. LAS 0R W/ W/ MIN. G-0.43 W MIN. G=0.36 WUONUY SPAN IN) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MDUNNTINGS 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 & 0 S&v 5 &V S&V sD IX(0 JIM Il®FE WX rm)LM_M WAK I113B$RAN W SD.M.w NMK RMK RBe6(A- DSX HG A ffEW WC!� D MIM 1FEWE FBA¢RM Wj _IX"RM PMW AM(04 sD OM WrAIK R M RM Wj .Ms®NMM PWRS ages(A • 0M Naar¢POW IMM W)an.D➢A 10 K wM M M w 30 140 60 75 90 G5 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 6.175190 O5 30 40 60 75 90 OS 3G 40 60 75 90 OS 30 40 80 75 90 OS 30 40 60 75 90 OS '-0'OR LESS 12 10 1 10 9 8 8 6 6 6 6 16 6 12 10 10 9 8 8 6 6 6 6 16 6 12 10 10 9 8 8 6 6 6 16 6 8 16 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 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 B 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 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 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 12 12 12 12 12 12 12 12 12 12 12 12 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 5.5 4.5 4 12 10 10 9_ 5 3 6 6 6 5 4 3.5 12 10 10 7 J_.5 - 6 6 6 S 4 3.5 B 5 4 4 _ - 12 12 12 12 12 12 12 12 12 12 12 10, 12 12 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 8 6 6 5 4 3.5 12 10 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 6 6 5 .5 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 .5 9'-0` 12 10 10 5 15 6 8 5S .5 3.5 J 12 10 9 4 _ 8 6 4.5 4 3 3 12 70 4 3 8 8 4.5 4 _3 3 8 _5 3.5- _ - 12_12 12.12 12 10. 12 12 12 11. 9.5 8.5 12 12 10 B_6.5 5.5 10'-0' 12 10 7.5 4 - 6 6. 5 4 3 - 12 10 5 3 6• 6 4.3,3 3 - 12 10 3 - �_ 6 6 4 .5 J - 6 5 v - 12 12 12.12 1.50.5 12 12 12 70. 8.57.5 12 12 9 7 6 5 11'-0' 12 fO 5.5 6 6 4.5- 12 10 4.5- 6 5.5 3.5- - 12 10 - - 8 5.5 4 �_ - 8 5 _ 12 12 12 12 10 8.3 f 2 12 12 5.3 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 3.3 - 6 5 _ - 12 12 12. 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5.6 5 4 13'-0' T2 10 6 4.5 - 12 .5 - - 6 4.5 - - 6 4.5 _ - 12 12 12 10. 8.5 7.5 12 '2 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-O' 12 1O - - - - 6 5.5 - - - - 12 7 - _ - SS Z5 - - - - 12 7 - - .5 4.5 - - - - 6 3 J - 12 12 12'9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 fi.5 5 4 3 15'-0' 12 - - - 6 - - -12 - - - - _ 5 ---- - --12 - - - 5 -- 6 -�-- 12 12 11 9 7.5 5 72 12 8.5 7 6 4 12 9 8 5 4 16'-0' 12 -W - - - - 6 - - 12 _ -- - 5 -- - - - - 71.5-- - - -- 5 - - - - - B - - - - -12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.5 .5 5.5 4.5 3.5 - n HV BLADE OR ) HV BLADE W/ OVA HV WINDOW BLADE WORKING IN UNISON+ .SFE LIY ATWNS Or O19 FOR BIADx ON SNFE7 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 No.2 W/0-0.55(N.D.S) -1/4.0 TAPGON ANCHORS,AS MANUFACTURED Er1 I.T.W.BUR S DEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGL FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FlR NORM W/G-0.43(N.D.-) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS.) 2.ANCHORS 70 HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE -MIN. 1/2'COX PLYWOOD(1986 APA)PE U.SHEET 17 AND SHALL CONSIST OF , LAG SCREWS AS PER NOS 2016 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLOW BUILDING CODE(Non High Velocity Hurricane Zone, 11T! jl��q 02020 TILTECO,INC. O 2020 EASTERN METAL SUPPLY, INC. ,,.... BERTHA HVTM ;tee;• EN ��S�S.A. Accordion Shutter System 44 67 I I_ E C ilric. tw. MADE#1 W/OR W/0 RV WNV DI MADE N0. _ems= American ShUffer Sys}ems Ev N DESCRIPTION DATE DRAWN BY: MY TILUT TESTING & ENGINEERING COMPANY 63M N.W.36M.SL,St..305.vhMDLA GARDENS.nZMDA 3316' Ae90Ciaf�OflE Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 t Pal W Beach, Drive 2 DRAWING No STATE Phom:(305)871-1530.Fax:(303)571-1531 o- moll�ul �eL�m West Palm Beach, FL 33407 3 F••'• WALTER A.TILIJT Jr.P.E-000 S1ON ,'r%11 EAL/SIGNATURE/DATE FLORIDA u�.g uls7 s SITS OF 7.0 _ INSTALLATION DETAILS ON EXISTING WOOD 'BUILDINGS FOR n HV .& I�_A, HV.�: .BLADES AS. APPLICABLE SHUTTER-SPANL+ 0 — OR INSTALLATIONS INTO... 0 -WITH H . BLADE -SHA L .WALL FINISH - B LIMITED TO 105.0 sf.'A.S.D. DESIGN PRESSURE RATING.-..S E'-SHEET-.19 FOR MAX SPAN & -- .71 1/40 TAPCON OR A.S.D. DESIGN PRESSURE TING FOR INSTALLATION WITH- BLADE: 1 '& A . 0 ING-IN' U ISON I TAPCON WITH ADVANCED - - THREADFORM TECHNOLOGY V4`0 TAPCON OR W/1 1/2•.Min.PENETRATION I APCON WITH ADVANCED THREADFORM TECHNOLOGY - OF THREADED AREA TO - W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING•- 1 ,�.,y0 It - EXISTING WOOD HEADER. }:.' WOOD HEADER:(SEE SCHEDULE ON SHEET 15) - .� MIN.SEPARATION CLASS(SEE !I I —O DR LT I` r• (SEE SCHEDULE ON SHEET IS) �' ~` _ 1/4'0-20x3/4•S.S.MACHINE - SCHEDULE ON SHEET SCREWS W 1 4`-20 NUTS F—11 FOR BLADE 0AN0 I �8 ® 12'D.C. / ! ON SHEET 19 FOR 3 11 N MIn• a.¢E50&� :� .. - rEa•..-EO� o GEXISLASS-1 WALL - ^ - NISH , 1 N �• I 2\` _Lr OPTIONAL r, '1�-:• `. I I,j�� \ I I •; —WALL NO NG MIN. ! - I I �, Yam;,:.+ FlNISH. I �� — L�l\ `� pR 1 1 2"x4 WOOD L ((,,^LJ u ` EXISTING NIN.. alpf"; I @ ® - Q HEADER REQUIRED C:/OR ® II `- "Il.. •"� 2•x4'WOOD HEADER RDUIRED .TAPCON OR TAPCON.WITH ADVANCED EXISTING d ,sFyMpTION I ! I II EAOFORM TECHNOLOGY W/1 1/2• _ p -�O ,'Min.PENETRATION OF'THREADEO AREA TO GVS SOHED E ON.91EET I ;L� NIN,SEPARATION TO CLASS I I I '` EXISRNG.WO°0 HEADER. , ( 111 FOR MADE IUATD I I EXIT NO u (SEE SCHEDULE ON SHEET-11) I _. �'+-�(SEE SCHEDULE ON SHEET 15) ON SHEET 9 FOR !ems--'Y ! -_ "+,_2"x4'CONi:SILL .- - - ... ..,,1;: •.. - PLATE REO'D. UN HV WALL HEADER INSTALLATIONA. ( S LL I S O HV WALL HEADER INSTALLATION s MIN.SEPARATION To cuss 1 EXISTING =F•-- MIN.SEPARATION TO GLASS I Tf__ •I GLASS I Y � EXISTING ~—(SEE SCHEDULE ON SHEET 11)—`"-i `. i O EXISTING tl tSEE SCHDULE ON°SHEET 11)""'"-`i i —v MIN. SEPARATION TO GLASS 1 1 0, - - :I I, x 2k4'CNI I' 1 G CLASSY -WOOD PIAIE (SEE SCHEDULE ON SHEET 11) ., ' .'I I s •I _ RED'D. iM/ACHINE SCREWS.S. i�l ! '\ •1/4'0-20,wT/4`S.S. ,MACHINE SCREWS W - USING 1 4 20 NUTS I 11 LL—J r r WA ip D.C. Nuts ® 1 z• ;III I IT I ' ®'l z"o c-.-•, OR OR - 2"x4"CONT 1 1 1_fn , 1 WOOD PLATE E ' EO---CD• REO'D. 1 EO�L Q 1 MI L E1 Min. _ N' wL N i \ t 1/4 0 TAPCON OR TAPCON WITH ADVANCED 2'xd'CONT. )y MIn•PPEENETRATIONTECHNOLOGY THREADED/AREA TO 1/4 0 TAPCON OR TAPCON WITH ADVANCED 1 I� SILL PLATE ?7 EXISTING WOOD HEADER, THREADFORM TECHNOLOGY W/ 1/2' 1` .5• 1/4"0 TAPCON OR 19OTC• REO'D. "'rJ (SEE SCHEDULE ON SHEET 15) _ Min. PENETRATION OF THREADED AREA INTO PLYWOOD _ TAPCON WITH ADVANCED ;,1-SEE SHEET 4 FOR TYPICAL. �., (SEE SCHEDULE ON SHEET 15) EXISTING MIN..2'z4 I/2'MIN,CD THREADFORM TECHNOLOGY SHUTTER'ASSEMBLY.- WALL FINISH STUDS a 16'O.C.MAX.' .PLYWOOD REO'D. W/ 1/2"MITI.PENETRATION OF 2-MOUNTING SECTIONS CAN-:BE MIN.COX PLYWOOD REO'D. REO'D,PLYWOOD TO BE WALL MINIS THREADED AREA INTO PLYWOOD -COMBINED IN ANY WAY TO _EXISTING.MIN:2'x4"STUDS®.18:O.C. MAX.RF.O'0: 'ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®1HV-WALL.SILL INSTALLATION PLYWOOD TO C.ATTACHED TO STUDS IN ©HV WALLWITH NOSILL'2308°INSTALLATIONco1:DANCE echo zsoe WITH'THE ®HV WALL SILL INSTALLATION •Bu�eMI�ONNSHEETOI °F DE(Ion High Velocity' Hurricane 'Zone FLONDA BUILDING CO 02020 TILT ECO,INC 02020 EASTERN METAL SUPPLY INC.- P��� ........ /T 4, �. V,\LENS BERTHA NVTM No.441 r iN�. AIII -S.Ar• Accordion:Shutter System yy :wv. RADE�Tt W/OR w/o H,v.ant�aW MADE' * l _ TILLIT TESTING & ENGINEERING COMPANY American Shutter System$ REV.-N.N DESCRD'DON DATE- DRAWN HY:-N.P o'• STATE 0 � n�5 N.N.aaln sL,s1...sos w1GDlu'G&"M5.FLORIDA 3316 Association. Inc. _4 ,.,OLD n 107: _ /z/zoz DATE• 7/2/zoz0 �O, •FL .•�` Ph.;..(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 - - DRAWING No ('•.• OR10 .:� a- .11:UR-0.01— West Palm 8etich, FL'334o7 3 •• \ .�- -0006719 s%ONIAi11�! SEAL/.SIGNATURE/DATE I. wFL�a u�.p u167' 5 20 164 SHEET OF-20' INSTALLATION DETAILS _ON-- EXISTING WOOD BUILDINGS FOR 'M, HV & � HV+ BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEXDEn ONLY, WALL FINISH SHALL HE LIMITED T 05.0 psf, A.S.D.- DESIGN PRESSURE R • I G SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON' 1/4.0 TAPCON OR , _ TAPCON WITH ADVANCEDd�,(Min.)EXISTING - (I' - v EQ-7-EQ _2'MIN.^• . T THREADFORM TECHNOLOGY - WOOD BEAM REQUIRED. —�I. rEDGE(IF APPLICABLE)- - W/i 1/2"Min.PENETRATION 1 d'm-20x3 4'S.S. STRUCTURAL ADEQUACY- _ - - - \ I . OF THREADED AREA TO / / OF EXISTING WOOD BEAM . •p - - IXLSTING WOOD HEADER. 1',- PHIWPS TRUSS HEAD TO BE CERTIFIED-BY 'L � -•' Min. MACHINE SCREWS REGISTERED ENGINEER OR �' -"/"EXISTING W000 I\ (SEE SCHEDULE ON SHEET 15) W 1 4'-20 NUTS EO EO -•`--�' --� / ' ARCHRECT PRIOR TO -=--- - - TRUSSES OR ®12'O.C. SHUTTER INSTALLATION. 1 2" r O.C.REQUIRED / � / �-r y. �1/z' RAFTER o 24• I` TAFIC TAPCON OR ' IC 2t jell � .1- �1 TAPCON WITH ADVANCED EXISTING SOFFIT .25T THREADFORM TECHNOLOGY '/ II �'" •�Max. W/ 1 1/2'Mi..PENETRATION �T 3/{'Max.iyox THK. OF THREADED AREA TO ED E �14x3/4' EQ EQ- - 1'x4'x1/8'CONT.ALUM.TUBE EXISTING WOOD HEADER.. /" / S.M.S. I _ (606S-T6 ALLOY)W/ .� _ I I (SEE SCHEDULE ON SHEET 15) O 6'O.C. I 11 Or 1 or 1 (�)5/16'0 LAG SCREWS TO LI —O Or Q Of 1 S I © © LOCATE LAG SCREWS AT Li EACH RAFTER OR TRUSS, I EXISTING MIN 2'x{' 1 .I I- I MIDWIDTH OF EXISTING WOOD EXISTING--0 HEADER REO'D I I L.I I -I, MEMBER, 2'Min.NOMINAL OPEN HOLE ACCEPT -I, PENETRATION OF THREADED GLASS V� MIN.SEPARATION TO GLASS- _ I I _ WIDTN)W�2'Min. (SEE SCHEDULE ON SHEET 11) EXISTING I I 5/i6"0•LAG SCREW AREA.VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72pd MK SLPAWVT MAX.A.S.D.DESIGN.LOAD AND, SO HV WALL HEADER INSTALLATION 1 ro°�W EXISTING' I MR SPYPAm s'-0'MAX.SPAN.THIS' SamIAE CN SHEET - GLASS--- TO BASS(5¢ INSTALLATION IS ONLY VAL1D r II FOR ON SHEET EIO N �_1(�OR 1�♦ "'I 1IIi FOR GLADE FOR WOOD W/MIN. SPECIFIC. .I 9/OFSO&QI I ON SHEET 10 GRAVITY OF 0.50 AS DOUGLAS F1A�]•m&® ♦ AR OR SOUTHERN PINE No.2. ;;MO SHEET 4 SECTIONS TWIW.SHUTTER AsSGaDLY OT HV CEILING .INSTALLATION 2-MOUNTING s F OHs IC BE COI ROA - O OR ® OR EQUAL- IN _ANY WAY TO wR ANY WSTALUnoN. U HV CEILI G INSTALLATION • I• I- iI1 GIAS(SEE - MIN. .�MIN.SEPARATION TO GLASS _ sxwEOHsrET' r OR ®♦ I(SEE SCHEDULE CN SHEET 11EXISTING 11-aA 0- SEPARATIONO CLASS EXISTING CLASS 1.1 m l �I(SETSCHEDULEGLASS- - , ION SHEET 11) I I I I I 1 I ALTERNATES ) I I I I 9 ANCLtoR I I -f 8 I I I' WALL'- - I LOCATION. .L. EXISTING I -- - FINISH I I - 1 i` I 3/O MIN. GLASS '- 0 )- J/6.1T MM�� '< WASHER HEAD TEK PEXI - -2°x6'MIN.'WOOD �- ""•-.1/ -- Max. I I DECK REQUIRED ( SCREWS 0 12'o.c "• F - 13 OR 2'x6'MIN WOOD-, _ '0 p I - (NO FINISH DECK REQUIRED(NO ALLOWED) �I I FINISH ALLOWED) - 7 EDGE -- - 4ltttttltll < EO EO� EDGE OF DECK _ •--�J2• '� --�--•" OF EDGE OF DECK �. _ IF APPLICABLE = DAPPUCABLE 1 T-�• -r_..E.B E:�' i IF APPLICABLE ' 1/4'0-20xJ/4'S.S. �� 1/4.0 TAPCON OR 1 �.`PMIWPS TRU55 HEAD --'2 --"'_�- '�` TAPCON WffH ADVANCED Min • MACHINE SCREWS / I YEO'D 12CO /4'0 7APCON OR TAPCON WRH AOVANTHREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM L ILL PLATE c'+: - W/1 1/2"Min.PENETRATION THRERAMCN TECHNOLOGY. 0 12'O.C. 2'MIN. PENETRATION OF 7HRFADED OF THREADED AREA TO TECHNOLOGY W/t 1/2'Min.PENETRATION OF THRFMED AREA 10 EXISTING WOOD HEADER(SEE WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15) ♦s�uM�TAnoss of USEFOR �X HV WALK-OVER INSTALLATION'S HV-WALL SILL INSTALLATION , BLADE BON SHEET 19 `W HV FLOOR INSTALLATION FLORIDA BUDDING-CODE-Non High.Velocity Hurricane Zone 02020 TILTECO•INC, _- �_®2020 EASTERN METAL SUPPLY,INC. C\ BERTHA V ENs ' '�''; ■S.:a7 /y., Accordion Shutter System i E C O �N�. ` No,441 7 = H.v_&AX#1 W/OR W/o H.v�1WW 11ADC *; * TILLIT TESTING do ENGINEERING COMPANY American 8huffer SySfeT3 CV,N. DESCRIPTION DATE DRAWN BY: MP -6'• STATE 0 ' �" WJS N.W.Jam,SL.Ste.303,VRCIMA.GWDO/S;FWMDA,3316C AssoclOflon, Inc. f- OLD 17-107 /2/202 DATE.- 7/2/2020 �•. Peon,1(305)871-1530.Fax:(305)871-153t 4268 Westroads Drive z. DRAWING No ' mafUl�m0ca0ae.cam West Palm Beach, FL 33407 3._ c r \C�w«? WALIER A TILUT1 Jr.P.F. 4, 20-_ 1 V4 /„�TTrLONAL R1���`SEAL/SIGNATURE/DATE FLORIDA U.y at67 s SHEET 6 17 OF 20 END INSTALLATIONS (-1) HV BLADE OR .WINDOW BLADE INTO 2%4" MIN WOOD STUDS 2.4• IN.WOOD STUDS REQb. - 2 4'UK WOOD 21A4'MIN. 41 \ ♦.i `..1-\. `` - / /./// r STUDS REO'D. P1000 STUDS,..... .1/4'I UPOWI _ (As APPUCW-Q 1 \- / I.C.Oq o s•Da % - 7// - 2'A4•YIN. - \ /(' W 1 1/2'Mw. I �\ I - - i\ /1 / (AS A SNOB. w4f1.•; \• \ I P ON IN10 (AS APPLICABLE) EXISTING CL155-- I' RT'WOOD G NO X \L ! `}` /+�\ STUDS EXIST. pU511xO CIA55 EzhIING CLASS { 9 ` 41 EXISTING GLASS I�s 1/2•ION.COX ___ _ LOL SYARYIOI PLYNOOO TO GLASS(gE ::n,.y,.�.,.�Y:;r -1/2'MIN.COX NE Dt�(4E I yN� Ipy I I fOR3E9/�OE 6�AFao •S PLYWOOD. .. W✓ VF , � SDEUAE ON 516ET 9)mEDlA�E5ON�S EET iT11'OOD• '1-. S.3YDM ON SNEET 1/1613 Y 1 iON BIlFIE mNdI ): �/ O!4!'ET 10 FOR !'1.-I: (600]-TO)COW. fWSM t/2-MIN.COX ON SHEET m Fdi - 11 FOR 9/Q®MO 1/7 - 11 Ni BLADE mk0 SUM mk® 1 ALUM.CLOSER PLYATMO. 9/m(Da® � 4u�tL ON S1FET 19 FOR j / Dx SFET to FOR I�=• 1/2'NN. PUiE.(LOGIE 1/2'� It - RMESmk 8M6mk f(� `'-� AT TE*11t S'�E Y. r I S.Y.S. OF 4) 11 - R- 1 .4� @'a '0.,016 dC. 11Or1/2'SU.S.1 l NDUWD 010O.C. rd�� s' )SEE DEON z U, I Ofl SIDE CON TRAM .- !�� SEE DETAIL.X FOR .i OR®• � TO TRACKS 1 SSE DCON X FOR �r QQapiO Oj.6o• .�. / SIDE CONNECT ON SIDE CONNECTION L 'Q"O O-O�y•®` L�®=Q�•Q�-p®-J -(A-U O-p,rJ®-. -C�•p�eaa.7o.e o.®. TO TIYd16 ®® T 0 ®``V'•�©®'- TO TRACKS •-�•®-©•®- - O.O•L�-©•OT•Q4- D�•'L�`�.€�-p.�• p,7o•S�i-©,o„®� ©•TO•a'�i-O•TO•®• O�-®®-@® END CONNECTION L END CONNECTION DETAIL® END CONNECTION,DETAIL,Q DETAI 0 END CONNECTION DETAIL / • REQUIRED ONLY FOR WARS GRfA1ER MAN 12'-W - LA55 2"as�o5 RWD 1/4'e TAPCON ANCHORS I/4.0 TAPCOH ANERV . /f0A1/2'S.Y.S�- -- __•� W/1 1/2' Y.T1.`016 O G I ,� El(STJFC CLA55� I PENETRATION O 12-D.C. PFIIERNT1oN O m'D.C. 1@L SPMAIIW _. - ._ . ----�'-- — 10.(� ♦ SEE LIMITAT10N5 OF USE FOR w SPIRITIW t\\\�. i,�. i \\\1/2'MIN. SOmuE W M, 4- m OLA ( - -- / / % / 9FDEmwO 4i BLADE 1A ON SHEET 19 11 FIA ' t�i FOR 6vaOE mFum -05 9Ac6me® �V___ _ON SIM IS FOR 1 2'NNI -�_�,-1 J 9.1�mel� / -� • l f . f I to 1rj9'_ >.�15 R !`Ian - v /S-.Nw Q10R_Qyr. 4 . �. ' ®OR@OR3CR(5 VIEW Y 'C9`U 07-•O-�•Q3- o\r vAu FINISH :2:4.M.M)p•�r WAIL STIRS REO.,, / PLAN 'f- .�.®.�.p.©. �..• TLV1 DETAIL X I END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Han High Velocity. Hurricane Zone ` ;;,, '����i,,� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. a�. \..GEnrs BERTHA HVUA No.4416 - I L E C O I N �,S r �„ Accordion Shutter System * - H.V, BLADE#t W/OR W/0 KV.WNDOv MADE •' STATE OF y TILLIT TESTING & ENGINEERING COMPANY American -Shutter Systems - p.p`� ��r Y EV.H 'DISCRIPTIDN DATE 'DRAWN MY: UP ",9�i,• C. .'(V�.Q' ( 4•�/2D B39S N.W.J6th.Sl,Sle.JW VIRGINLI GARDENS fLORDN 3]I6 Association. Ind•'• 1, OLD 17-107 �2�202 DATE: 7�2�2020 i �ORIOP �. @ Phone:(30S)871-1530.Fox:(305)871-1531 4268 W85troodS-UDYlve .-2' A 11E G`��� wALTFlCA-00No 000&ToWT1dr cF.E. West Pol n Beach, FL 33407 I- DRAWING 20 1 64 FLORIOA'Uc./44167 5 P.E. SEAL/SIGNATURE/DATE SHEET 6. 8 OF 20 ' I '�i' "'��°1lLJ • GENERAL IMMMONS AND CONDITIONS OF USE FOR BERTHA �App nHV BLADE ACCORDION SRI n7p n'SIE.u, WORKING IN 3 1 / 1� Y (T]> IU i> UNISON WIiH Hy WINDOW,BLADE Y Y 1.MM.A.S.D.DESIGN PRESSURE RATING:+110,- 110 ps.}• 1 2.MAX.SHUTTER SPAN:96' &ALLOWED LLY WEDS M,O�NU&A.WD. &H ON SHEETS 6,7;AS WELL AS � (}�.,ONLLY'C@ENIERMATES C211®(BOTH W/F24 N.R Q ARE ALLOWED WITH 21 Ow®w I �Rr:/ LAYOUT,p5)EMLIST BE INCLUDED ONNLLY AT EXTERIOR ACCESS SIN IDE pF OPPOSING 1 CENTER E TYP. A E:—< - f� j� 'J� '�' ND ♦ C. ♦ ♦ ♦ I,-) (,"I 1,-' S.(A) L WINDOW BUpE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINS 111!!! SI 11 �L (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX(.5 WINDOWS �d�• C. ♦ ♦ (8)MIN.CLEARANCE FROA TOP OR BOTTOM EDGE OF HV WINDOW IDOW BLADE ALLOWED AT HV CS L,-j 1♦I I,"I (_'I 01 OF ANY J•0 HOLE FOR /tom SHALL BE 12'. WINDOW BLADE(9 1J if V L/ (C)FIRST R LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ./•�� � WINDOW BLADE 1 (Lill\ ♦ ♦ ♦ ♦ ♦ ♦ 0 (D)HV WINDOW BLADE 1 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D ///111 TTTttt n nn THROUGHOUT SHmER'S WNDTH. ♦ ♦ ♦ ♦ • ♦ p /�1 /,1 (,, (E)C EMS ALWAYS BE INSTALLED ADJACENT TO A SOLID HY o OPT• . U U U BLADE 1 AT EITHER SIDE OF THEM, SEE END +ION (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TABS FACE DETAILS ON �j•.-,_, ♦ ♦ ♦ ♦ ♦ ♦ g fr THE INTERIOR OF THE OPENING BEING PROTECTED.HY VANDOW MUST BE DETAILS ON SHEETS ONLY 1NSMI I cn AND LOCKED USING A FLV SETTING TOOL PRONTO BY ASS4, 10& 18 TYP. I'� 3 , INC. FULL HEIGHT.— I - DSR SPACING6 SEE ANCHOR WOOD FRAME T P 1'P 4.. BUILDIN S ON SHEET 15.AS MOV R INSTALLATIONS ED BY SPAN ANDDESIGN OLOAD(SEE NOTES Z 1 &2 ABOVE). _ I C �~ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CO'RETE R CRCRETE BLOCK WALL ON SHEETS 12&13 AS MITER BY SPAN AND DESIGN LOAD(BEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) B.MINIMUM SEPARATION To GLASS SCHEDULE,PER ASTM E-1996: p H TYP TOP&BOTTOM "W _ Dn ,� WIND ZONE MINIMUM SEPARATION TO GLASS -'— - UNLIMITED WIDTN:-----•--.-- - I THRU 3 1• ELEVATION M:ti SEPARATION TO LASS IXISTINC CUSSZ SEE SCHEDULE ON SIFET 11 FOR BLADEC) 4 8.25• �---_� AND ON THIS SHEET FOR BLADES & A ------------------ ---------- ------, -------- ------------ T1'P. SYMI CENIERMATES 21 — W/2 OR 5 AND \ _--�..`""- (o:rl>�wwl W/0 (S NOTE 4 ABOVE) PLAN J` 21*a)_ TYPICAL HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non 'High Velocity Hurricane Zone' A`IAAAANCO-�r I.• IIAA♦/♦Al, 02020 TTLTECO,INC. 02020 EASTERN MLTAL SUPPLY.INC, Ocenr a� T BERTHA.HVTM �• �� .�� Accordion Shutter System a I L E C O /� No, 41 �Nc. ������t\■ * 7 =. H.v. euaoE#I w/OR W/o H.V.wlrmaW BADE * & American Shutter Systems EV.N DESCRIPTION DATE DRAR74 BY: MP -P STATE 0 � TIL11T TESTING ENGINEERING COMPANY 6335 N.W.3EIh.St,Sle.MS.MRGPM GARDENS,FLORIDA 3318 AeeOCIotiOn, Inc. 1 OLD 17-107 /2/202 DATE- 7/2/2020 D'• R Phone:(305)871-1530.Fox,:(305)671-1531 4268 Westroods Drive z '.�'rAC• �OR(D .•.�44r`� a-moil:kIRecoOool. Beach, West Palm Bh, FL 33407 3 DRAWING No sS••......• • CA-0006718 4 20—1 64 ♦ilA/A/ANAL il`AA?` WALTER A.TILLR Jr.P.E. JJI1annNLLL P`�� SEAL/SIGNATURE/DATE FLORIDA ue,A 44167 5 SHEET 6 19 OF 20 8'x 1 1/2'.0.035•THICK 1' :' •.�, Min.ASTu p-653 GRADE 40 �Min. ._:VARIES•'_'; INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES �1 -�2.aDa•M"x.l-- titin.O-60 CALV.STEEL 2�"M6i.:�. METAL STUDS AT 16'O.C. „dj� -_�.I 436 40 INTO METAL STUD WALLS w ,/ze 475 3aGENERAL3a i/4"o NOMINAL ;_ ,' `; LI I O S D O US I IALUMINUM SLEEVE C, 3/4'x s 1/4 x 0.035'TM C um.I' 43c / 43a o7 ►2 N o FOR BERTHA 1 HV BLADE ACCORDION SHUTT R fio63-Ts ALLOY CONT.CALV.STEEL TRACK CHANNEL I®8.O.C. ®6.O.C.n '� SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 GRADE 40 MIA.G-60 ,SEPARATION TO GLASS SCHEDULE 3M.g. GALVANIZED FASTENED TO STUDS I I I I i ti• N/(2)®6x1/2'TEK SCREWS ON I /EXISTING FINISH 39 , ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) E-7— Max._ INTEROR&EXTERIOR FACE I AS APPLICABLE Q1 a 2. MAX. SHUTTER SPAN: 84" MINIMUM T` WIND ZONE { MIN. SEPARATION t i' III ASTM E-1998 SEPARATION •.43c LENGTH+ 1" Ex1mNc cuss- 1 TO cuss 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) I Q3 N 4.3 �J4"�-200" BOLT 4. ONLYENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1' ICYYP') m WITH 21 ARRANGED A S METRICAL LAYOUT. MUST PENETRATE I 0 USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'x 6 1/4'x 0.035'THICK Wn.1 EXISTING FINISH T -OO INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.373'- �CONT.GALV.STEEL TRACK CHANNEL.I AS APPLICABLE ,, i I CENTERMATE. 250'-- I— O50' ASTM AZED GRADE 40 UT.C-60 I I I ��. nr' GALVANrzm FASTENED TO STUDS 1 _ N W/(2)d6x1/2'TFJ(SCREWS ON { 43c 43a MTER IR&EXTERIOR FACE I o I ®s•D.C. �®6'o.c. 1/4"0-20 THREADS d o `'' .>`,::,1 •'�� ® 'I`* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1 4"0 ELCO CONSTRUCTION m 1/2 3 CENTERMATE 21 APPLICATION WITH BLADE 1D PRODUCTS FOB—LOX HD !1lldflUlll/lIIII! 1 Z/6'x 1 1/2%0,035'THICK VARIES..—'f Wn.ASTM A-653 GRADE 40 .(,_ _ '=;2.,.�,;�,..a ® 6• O.C. COMPONENTS M`"'°-60 G'L DEL ' '.':! MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. I'Tn. EXISTING FINISH AS APPLICABLE SCALE: 3/8'- 1' r(TYP.TOP&BOTTOM) VA 1 /4'x 6 1/S•44''x 0.035'THICK Min. I- EXISTING GLASS _ _ 0 G4LV. EL TRACK C NEL, ,...., .....:....... ..... .. - _ - _ _ ASTM A-653 GRADE 40 Min.G-60 I I ..•....., .•,...,., , h;;.., I.:: ::•. :•... .�;. :::•.,:"� I I:::• :.�I I.: ... •� { � :`.: ;., cuvANrzEO FASTENED ToSTUDS •1 , ., ;,. , I_:. SYMMETRYCAL• SYMMETRYCAL , ,,,',t •MIN'•~�'�`;.�;.:'=.�(' '•: :•:� N/(2)ti6x1/2'TEK SCREWS ON I'' I I I MIN,SEPARAT ONI,VARIES: , , I INTERIOR&EXTERIOR FACE I� 43a 436 43c I I CENTERMATES W/ + ;` I.`CENTERMATES W ro cuss z ...I I I- •(SEE SCHEDULE)::'[. ,,EXTERIOR ACCESS SIDE': I I I :. . I. INTER OR ACCESS SIDE rl 4 .74 I.. IN - I- 6"(TYP.) --� C3 6-Min.) 0 12 ---------------------------------- _ - -------- ' t ------------------- ----- ----- -- ------ _- ---------------- ------------------ _ 21 21 ' 21 --- -� \ LOCA 2 AT z - � ---- --------- ------- - --- --- ----- - -- _------ - ------------ HV EAD /ILL END - — _ `_ ____ _____ ____ ____________ __ ER S s VIEW Y L'` / 1 2 1 ---3 t/a"(Typ)_-I ��(6"Min.) 24 SIDE CONNECTION TO TRACK (Cant.) '6 1/2•(TYPO---J____--��-_.-7• _ ------_ 7•-- -•_—�'_6 1/2"MAX.SLACK *# HYA jj/�@ BLADE SLACK DETAIL HVF EVC FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 111R. td'1i4/u^x� ``��1111�� /C[IAA�A 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. NC�`�E� 0� "I*, BERTHA HVTM F�- C� /7i7LgFF;o a . A.S.-S.A. ��Accordion Shutter System No.44 6 _� `� BADE#1 W/OR W/0 H.V.WNDOW BLADE * * TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P OM N.W.361h.St.,Ste.305.NRCPIA GARMS,FLORIDA 3318 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 '0'- STATE F z 'p'•, Phone:(305>871-1530,Fox:(305)871-1531 4268 Westroads Drive z .Az0R1 6rAU0 l0e06719 coOeo.crom West Palm Beach, FL 33407 3 DRAWING No �/ tr WALTER A TILUr Jn P.E. 4 20-1 64 ''�xzjASi�N,A,,P SEAL/SIGNATURE/DATE FLORIOA Uc.g 44167 s SHEET e 20 OF 20