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HomeMy WebLinkAboutProduct Approval Florida Buildinc,Code Online https://www.tloridabuildina.ora/pr/pr_app_dtl.aspx?param=wGE.. to 5 G y zti- 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d-b 3 CIO Product Approval I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail "..'."'-T'.` L Irv/7�G1//►�(,�P1 6/ FL# FL389-R10 Application Type Revision 9EVIEWED FOR Code Version 2020 CODE COMPLIANCE Application Status Approved ` . L CIE COUNTY Comments 13 0 C C,6/(f/j/ Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389_R10_COI COI ASS A_BLADEi_,pdf FL389_R10 COI COI_ASSA_BLADEI 2.pdf FL389_R10_COI COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard 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 1 of 3 1/5/2021,5:00 PIV Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE. Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 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 3 - (Non-HVHZ)- Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.odf 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_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,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 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADE1.odf 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 16'-0"for 30 FL389_R10 AE_PER_ASSA_BLADEI.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II_DRW_ASSA_BLADE1_2.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. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA_BLADEl_�df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively �Bi ack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.-QI2ydgS2007-2013 State of Florida ::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubric-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® eCP;=it 2 of 3 1/5/2021,5:00 PIV GENERAL NOTES: I BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D4) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(71A EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 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 OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) 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 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES()& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS UM 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 SHEEP 3 BERTHA H.V.ACCORDION SHUTTER SISTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE O 90214.01-03, #0715.01-03,01004.01-05,#1214.01-05. #0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE dD AND HV WINDOW BLADE JAA AND E-1996 STANDARDS(MISSILE LEVEL D,WINO ZONES 1, 2&3) &#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLIC-ABW —HV WINDOW BLADE 0#0505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE (9 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 814x2.75"AND#14x1.75"RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEEr 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL DE COATED WITH BERTHA W DACROSHIELD 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—TB ALLOY IS 30.0 kei AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE(D : 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#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT A5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE (W ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4; HV WINDOW BLADE(T)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SfSTEM'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. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (G)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. H BERTHA HVT. \CEN F '� �� O �N-. ® . p Accordion Shutter System No.44157 American ShutterRV. BLADE#1 W/OR W/0 RV.WINDOW BLADE Shutter S stems — TILLIT TESTING & ENGINEERING COMPANY Y Tv.H OEscRIPnoN DATE DI1nwN.11r: M.P *• * •/1 6355 N.W.361h.S,.,St..305.VIRGNIA GARDENS,FLORIDA 331V Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 a' STATE F ;;a�F/ �� Pno^e:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 _ DRAWING No c— .11;Lmaoa®ool.aorn West Palm Beach, FL 33407 s '. CA— i�'OFn FCORI� • •''�a' � WALTER a0TILUT1 Jr.P.E. 4 20-164 �',,,j`ot8,/O�jgL ',. ,,' EAL/SIGNATURE/DATE FLORIDA Uc.d 44167 a SH I OF 20 Ir I 1.491:.. 01 4.371" 7 9 HV SOL Q 5 HY 90-/1150- STARTER 13 (�)HV UNIVERSAL FLOATER j COVERED[- UNDER US PATENT 5458179 QUALIFIED f_OR USE W/ 11�- QUALIFIED FOR USE W/ HV SLAOE(-l) ®HVDIRIECT-MOUN HV BLADE W HV I B D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE IN V 6063-TG ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 1 TEMPER '373" 6063-T6 ALLOY AND TEMPER 3.221' 1,11111" .1 2.670" 1.226' 2 4.897" _4.4 n _I ------------- _KiGI F ER WAIP 1 3757 HV ADJ. ADAPT L- .920 3.22 QUALIFIED FOR USE W1 HV HV WALK-OVER TRACK (6DHV ADJ, FLOOR TRACK QUALIFIED FOR USE W/ HV go HV TRACK BLADE 0 t255� 3750`� QUALIFIED FOR USE W/ HV QUALIFIED ALLOY AND TEMPER BLADE In QUALIFIED FOR USE W/ HV D&3=TO-,A,LLOY ATTD TEMPER BLADE(D ONLY. BLADE(D 6065-T6 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1. BLADE I r-M- VARIES 1.936" 63-T6 ALLOY A PER .61 J-083- �083" -()83' o -.093,`01 - 125" " 0 0 .093.6- 100 2 1670 Jf -3.520'- 9" 167 n1i V C HV HEADER/SILL 103 H Q CEILINQ HEAQF -3..52Q' KILWD-EEAM (i� ---- �S Qb7CLIFIED FOR USE W1 HV BLADEMONLY, QUALIFIED FOR USE W/ HV BLADE(I)ONLY QUALIFIED FOR USE W/1 HV BLADE HD WALL HEADER/SILL SEE SECTIONS FOR VAUDITY- 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER BLADE 0 ONLY, 6063-T6 ALLOY AND TEMPER TI COMPONENT A 8 ff X Y t --- 3- 10.090" 1.1* .191- O.IS2- C10 SIDE ANGLE MAXh7._ - - --- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 7"MAX. 0.190" 0.190" CORNER POST QUALIFIED FOR USE W/ HV BLADE QUALIFIED F USE W/ HV 11 1- - 0 BLADE 6063-T6 ALLOY AND TEMPER BLADE&ONLY 2- 5-MAX, .139-10.131 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0202D TILTECO,INC. 0 2020 EASMRN METAL SUPPLY,INC. ,X BERTHAHVIN Accordion Shutter System AwSASLAI H.V. BADE#1 W1 OR W/O KV.WINDOW BLADE No.441(7 American Shutter Systems - - -�-w-Nsy. —iE�.�N,� DESCRIPTION DATE M.p TILLIT TESTING & ENGINEERING COMPANY NA GARDENS.FLORIDA A3160 Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 6355 N.W.36th.SL,St..305.VIRG Ph— (305)B71-1530.F..:(305)871-1531 4268 Westroads Drive STATE Di DRAWING No e-moil:titt—Q-I-m West Palm Beach, FL 33407 3 "Z0RVDT.---' 20-164 WA CA-0006719 L 71 LIT Jr.J'.P.E. —5 SHEET LTER A Lie. �i(37 0 FLORIDA Uc #4 SEAL/SIGNATURE/DATE H 1 2 OF 20 929 1/4' 1/4�20 -DIE CAST 4 576" r - 2.29 -1 F I THREADED 0 ENAMEL _b 0.334' SI.AT HEAD EAK 4'_ 0 33 S.M.S. ED PAINTED IRS,. (2 ryp.) TH ED -DJE CAST -1 HOUSING ENAMEL 0 Xi _ I BAKED PAINTED EGRESS TU I... RN XNOG. J ..062" _Q 1.325' &KEYS(CH E (CHROME PLATED) of .310 o @ J I BRASS CYUND BRASS CYLINDER 4 HOUSIN 8dom", D"o 0 Q) L ,��9' —17.0 I PLATED) C2� BY__U_RLERRAa -.0 62) HV FLOATING C -1 HV LOCK BY EGRESS BLADE(D& 1 NLY E LOCK 606 VIED FOR USE W/ HV BLADE,' & th)ONLY 2 1.875t. QUALIFIED FOR USE W/(HV QUALIFIED FOR USE W/ -16 ALLOY D TEM QUA .1 IS 701 BLADE @& @ ONLY. BLADE 01 C (2:6063-TS ALLOY AND TEMPER Mt-CORNER CENTERM 11E IFIED FOR USE W/ HV EILADEU1 ONLY 250"O.D. 2.974 518" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD V­ AOLDED TO SCREW �22- L ,.a I t360'AFTER RIVETING 5-i-1 /4" 20 x 3/4" "82 I BEFORE RIVETING t2 10-- S.S, THUMBSCREW 1/470-20 RIVNUT* _F_ za g *SERIES 9444 ALUMINUM(2024-T.3 ALLOY)LARGE RANGE THIN 2.750* PLAN FRONT ELEVATION j,.a22: SHEET NUTSERT.PART#0820,AS MANUFACTURED BY AVDEL HY II "T" LOCK CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL COCKER FOR "T" L K CENTERMATE QUALIFIED FOR USE HV HV FEMALE "T" �66 --EENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK W ONLY X 6063-76 ALLOY/AND TEMPER QUAUFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE MONLY 6063-TB ALLOY AND TEMPER 6063-TS ALLOY AND TEMPS W/HV BLADE(a)ONLY. BLADE(1)ONLY. R- 1.917 20 THUMEITURN as CYLINDER OR 62" �j L. .062" HEY CYLINDER tIn 0.875"Min. 1 .125'Max. 0 lq!D CEUIMWQ� G ROD HD CENTERMAT GKING ROD a 26 0 QUALIqFCrFOR USEX/ HV BLADE,'l,)& A QUALIFIED FOR SE-9/ & (11-Ali E'S INSERT AN 4 HD CENTERMAT 6063-T6 ALL AND TEMPER 6 -T6 ALLOY D TEMPER QUALIFIED FOR ARI 0 USE W/ HV BLADEO&IS AR!ES�. 12"MIN. 'L W/ D TEMPER 'lAl 2 4� QUALIFIED FOR 6 _T6 ALL' 0-20 S 6063-T6 ALLOY AND TEMPER 1/4 ACETAL THUMBSCREWS. THUMBMRN -I a rt_VE 1 6 A L S (E (SEE DETAILS CYLINDER 00 OR KEY BLADE P ER )LE _77— j T M_inj CYLINDER LOCKING RODZ�l 1/4"0 flDI-L-0-0 QUALIFIED FOR USE W/ HV BLADE(D 6063-T6 ALLOY AND TEMPER (�o BY 3/870-16 AQETAL HV ./4"..0-20 A151 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2.333 HOOK DOLT LOCK. 5)1 5' NSTALLATION WILL REQUIRE A 6" 0 THUMBSCREWS IMES 53. THUMBSCREWS QUALIFIED FOR USE W/ W BLADE(D& G �_M IIED FOR USE W/ HV R FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone� ILLED AT TRACKS FOR PROP MBEDMENT ALIF V R. QUALIFIED FOR USE W/ HV BLADE 10 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY, INC. �\G EN BERTHA HVTM 171 7L17Ecc ,,-, Accordion Shutter System / \ No.44 67 H.V. BLADE#1 W/OR W10 KV.WINDOW MADE American Shutter Systems DESCRIPTION GATEqEV.N� TILLIT TESTING & ENGINEERING COMPANY ' DRAWN BY: M.P Association, Inc.S-o'. STATE 1 IF 121:p�zo 6355 N.W.36th.St.fife.305,MRGINLA GARDENS.FLDRIDA 3316( __ -- 6 DATE- 7/2/2020 Phone (305)571-1530.Fox:(305)871-1531 4268 Westrocids Drive 2 0 R I i —DRAWING No e-moil:t1tecocach-M West Polm Beach, FL 33407 C-00067 9 4 20-164 WALLTOERRIDA Lie.#44167 5 SEAL/SIGNATURE/DATE A-TILLrr Jr.P.E. SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 1 -1--.-- '! j ! HY-01,, HV CA 12-Uill �.L&ItNCE 10'6-1-At')EE�T�P .0625' HV BLADE 1 7875" 1 Mla.115A� .062 0625" HV BLADE to iHV WINDOW 13LADE 062. 5 .062 BLADE'S "0 OPENIN . ! .1875" HV LONG RECESSED NYLON BUSHING 1 1 KNUCKLE .06a5-1 r .0 (TYP) 0.0675" 39 HV SHORT RECESSED NYLON BUSHING • @3- i I j FLAT RTION .57.50" AT WI RI 750 0 [IV NYLON H R (DOR J, HV WHEEL CARRIAGE AISI 302-303 SERIES I X X V 0.370"x3/16" THICK NYLON WHEEL. HV WfNDOW 2 7/8-MIN 1.315"0 CLEAR 0.188"0 AIS1 302 SERIES S.S. RIVETS EPARAIION, 03.00 '�3.7500" BETWEEN I HLAU I -t 5 314" 43 HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR XiE��i 19 OPENING 5ECM1L-=- po 71, HLAO #6 HEAD ON C NTERS HV 2 3/4" ACCORDION PIN W/ EXTER�;i -4-Ill- 0 7 1/4 1.11 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW �EIETWEE" TYPICAL HV WINDOW BLADE a-AND Ir ---; -- 39 d :0: POLYCARBONATE HV WINDOW DETAIL @1 (D OR (fb 4! NOTE FOR (SEE PO A:YC ARfIQ1,JATE-!MPACT RE$ A H WINDOW_(D OR -15L BAYER MAKROLON 3103 POLYCARBONATE 1 12'MIN.CLEP I�ICE RESINS, UV-STABILIZED GRADE OR SABIC HV PIN i TO BLADE BC TPOM INNOVATIVE PLASTIC LEXAN 103 RESIN REQUIREMENTS AT FYTFRIOR BLADE KNUCKLE M (SEE NOTE "I"' ON SHEET 19). 6 (D OR 0 Ii HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR IWLIT 0 POTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OR I i I I POLYCARBONATE SOURCES FOR HV (0 BLADE. EXTERIOR APPUMLE ,ESuLT TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN 42 OR EXTERIOR 1,2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EX OR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 FIV(D 00.324', (SEE NOTE - FOR spta-OWN /SI.074 0.043 b/W O.DIJ Ibli,,' L31-ADE WHEN CORRESPONDING 10 INSTALLATION "11", SHEET 7. REQUIREMENTS) FILEX]i k STRENGTH AT�El 0 ASVN li— 12.5.—.1 12... Typ' TENSILE YIELD STRENGTH �DV9 9,40C)pxJ. 9"100 P.J. HV PIN 02 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER �IJRAL"ULUS ASTJ D700 340.1000­1 J,IS.00D p..J. SHALL BE USED 170R DIRECT MOUNT INSTALLATION PER DETAIL X, X, `SHEE1 WHEEL CARRIAGE DETAIL W WORE DENSITY A4 02843 47.2 Z 64.0 3 l0AX N.T.S. O.REMBLY LAYOUT RATE Or pUaNING ASTM D"5 C-1 CLASS C-1 CLASS SELI—NON AST.D1920 ICQ'F Pl5O T 3Y.AUIEIM: ASM GIw TENSILE 51RENCIN AYIER WEAINER;W A"` 1: :111,P-1 f N.0 P.A. (I� HV BLADE SOLID & 1A, HV WINDOW BLADE DETAILS TENSILE SMES BEFORE WEAnIERlt C AST. 61­J� wila Pao. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: '00 02020 1ILTEGO.INC. 0 2020 EASTERN mcw SUPPLY, INC. BERTHA HV,. 0% A Accordion Shutter System KY. BLADE#1 W1 OR W/O KV.WINDOW MADE NO.44 6 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.14, DESCRIPTION DATE DRAWN BY: MaP Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 63W N.W.261h.St..SW.305,vRGINTA GARDENS.FLORIDA 3310f 4268 Westroods Drive 2 STATE F zry' Ph... (205)871-1530.Fax:(305)871-1531 DRAWING No tilt...O..I—m West Palm Beoch. FL 33407 3 CA-000 719 4 20-164 IALTER A.TILLIT J,P.E. FLORIDA U,.#44167 5 SHEET 1,1dAL/SIGNATIJRE/DATE 6 OF 20 C31•��^ �' °" �a•®�°"�'© *NOTES ON HV LQCKS AND CENTERMATES; CA1J �B �i G J ' ®�V I M N 5 T U I �y''ILJa®�15 • 1. MANDATORY CONDTION/1v ONE W LOCK 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE3...;. I ® � O ® I I I ELEVATION. HV LOCK O or 1 2MAY BEU USED AS ANTTER SPAN FIINSIDEOR AOR OUTSIDE NS UP TO 10LOCK,ATTACHED TOLUTIOORS(g ANY I In 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 L�. t5 I � - TYPICAL SHUTTER ELEVATION. _ � i '- •: C q�O 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV l �3 LOCKS ORY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES D_ OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. ry LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-HVB 3 . OPTJONAL CONDMON 02 (VAUD ONLY WHEN MMDATOM(CONDMON 11 OR LIMtrED MANDATORY!CONDITION Zv ro �� ®• I r 42 IS USEDW/iW0 H.V. LOCKS)* LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY R 6 0 DR 4 �'- r--�4"-°® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0'OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). M1B_= I Iv i 4. MANDATORY CONDITION /2: ONE HV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �` I I I ATTACHED TO 2�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS �Jz 1 I AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o xDc�Hv�- I j qq MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Dig\/ 0 353 �>g •--'." Y 5. E'1@ST ALTERNATE TO AIANDA70�ONDTTION 1 VALID 0 FOR ITJ L ;. S_�o� �� OR 22 1 ONE ALTERNATE HV LOCK 26 MAY BE�SED IN UEUYOF HV LOCK or FOR ANY SPAN AND - 0-�{ -- - ---- -- - - �•• �� INSTAL LA770NS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT gE io I+ �� 3� ��= OF 1/4"0-20x3/4" S.S.THUMBSCRLIH TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. is RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR 1W0 1 I/ I �J �g�No i i �_ ; LOCKS AT 1/3 OF SHUTTFI2 SPAN. ; ® ® I 6.MANDATORY CONOfiION 3 FOR KEYSTONE YOUNTIN. INSTALLATIONS-t eTIONc: ONE HV LOCK or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR L OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END - , M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION 'I I I1 i -S.J OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON (D� (,� E H I J�? K L M J { O (R V W x sB TT'• FULL " I `NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER .,iNl1NRED WIDTH.—.-___...........__.___—.__-__._ .._.�1......__-i 1. SECOND ALTERNATE TO MANDATORY CONDITION #1 VAUD ONLY FOR HV Y LOCK db-AND CENMRMATES a AND CENTERMATE ONE ALTERNATE HV T LOCK q0 MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND �oR�aR©+Ooa®oR 10 •�3 a+ I STALLATION AT ANY ELEVATION.ALTERNATE LOCK R Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10*15 aR©+ 13°P 1Q.©aR -----.- CONNECTED TO CENTERMATES®AND US 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" RIVNLrr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. OS+18aN9-@ax®•i an ®.@_Q9+>3 DB�•�5 DR t©•® *NOTES ON HD LOCKS & CENTERMATES:1.HD LOCK(34 W/ HO CENTERMATES(31 OR I32 W/(33 : ONE ALTERNATE HD LOCK 0 MAYBE USED IN LIEU OF TYPICAL ,1 ; HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR @5'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3 y8 z 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT�1 AS SHOWN ON SECTIONS HD13- M1 AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' II Iil 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM \\CENT '%_ /TIL �� ��ac. ®Fr�xi® ea ® Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V. 4=ff BLADE No.441 i American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.36th.St.,Six.303,MRGINU GROENS,ROWDA 33161 Association. Inc. I OLD 17-107 7/z/202 DATE: 7/2/z020 - ° STATE 0 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No ?9'• e-mail:tBteco0col.com West Polrn Beach, FL 33407 3 20— 64 F�ORIDI ,.• cA-Doos7le s j �'•. C `�-- WALTER A TILUT Jr.P.E. ��°''�Os/ L �,,tOtEAL/SIGNATURE/DATE RORIDA Uc.8 44167 6 SHEET OF 20 nnl --CONCRETE ANCHORS POURED CONCRETE POURED (SEE OR CONCRETE BLOCK,• POURED REQUIRED � 1 4'0-20x3 4'S.S. CONCRETE SEE SCHEDULE ON SHEET 73 REQUIRED _ \,.f I� 1J) CONCRETE ANCHORS MACHINE SCREWS REQUIRED r, �--mot.-- ..-- SEE SCHEDULE ON II W 20 - 17 18 oR S�A(FEYSTORE(SEE MOUNIING®ON 7) ' SHEET 13)° II NUTS/®•12•O.C. CONCR CONCRETE ANCHORS I - I' Min I -. 1/4'0-20x3/ S.S. i f 1 .it. 14 i I _ I MACHINE SCR ,_ L. - .I : .250'Max. I j 1� I ! USING 1/4'-20 UTS I I 1� {_ - {1 qt r'EO I E0- 1. _..EQ__EQ_ J /Z. w 12 D.C. E. D.* f P=--a 1 I -'13 oR 15 I ( --13 a+ 15 *`I I j1 _ E, D.., I {• \ II! �I I Moo. I III i ` .I.250"Ma. I I'I %E.O,• � I I 1 I E.D., f OPTIONAL � � � I 'I� I�� .��PTIONAL 11 i I ii� MN.sFruHnan .y.. ," •I i I .. __-(SEE SCHEDULE ON OSHEETGLASS S ro IM (F H U ON S 71 � __ MIN. SEPARATION TO GLASS SGHDXAE ON sEET _i i i t ♦ (SEE SCHEDULE TOHE�5) 1I r 1 cL.ASS l v II FuN sic- s FOR I I i i (1 OR r— p I EXISTING I--- E%ICSTI�N IRlUE506:Q^ I I I I I i p r EXIS'RNG I I I I GLAN- _. HV WALL INSTALLATION HV WALL HEADER INSTALLATION 11 ILLATION_ + YSTO E 9k EXSTINGLASS—I . .__ (.I,�. _ �' .- .._..LI -il;OR 1�♦ 11` MIN.SE. .ON TO GtA55 -i L(_...... .. ____I .--(il E%GIA55 .._..(SEE SCHEDULE ONMIN.SEPARATION TSHEET 11).-.- ��.I7�--_ .--- _._.n M.N.SEPARATION _ �:,• ! a W4(SEE I I I {t I I (SEE EOULE ON SH IQ I �i 11 FOR&ME D..O.._ III {{{ ON SLEET IB FOR Z I 1 Ir 1 Ir I I —T , I71so6me 1VA I R EXISRNG i OPTIONAL i i i i' t I GLAS iI{ i I E.O.•, 1 1 . t I II ' iI Ii V4'I ' ttt 1111 I T I I1, I E.!P Max. lili _ .i� 11I Ii,1 f 4'Max. I .I l _ _.� ` EA• /, OPTIONAL i I 1�13 OR 1 5 E. D.• I I 1 -,'� i0�;' r �, -- -- OR 1 _ 1 r--= 12'oR14 J''..._, r�G'OINCRIEIE 1/a'o-2ox3 a' s. r -....., in. �' -EO- EO- PHILLIPS TRUSS EAU I M 1/4"0-20z3 4'S.S.PHILLIPS CONCRETE ANCHORS r CHINE SCREW USING . ` ONCRETE ANCHORS TUSS HEAD MACHINE SCREWS MA D�- 1' ' 1/4--20 NUTS 0 12.O.C. \ (SEE SCHEDULE ON W/ 1/4--20 NUTS® 12'D.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE- ` SHEET 13) ORCONCRETE BLOCK I,�__,;__J,_{,_., oR CONCRETE BLOCK WALL REQUIRED 1/ r ANCHORS REQUIRED OD HV WA I SILL INSTALLATION (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED ONCRETE SHEET 14) OR CONIC BLOCK WALL REQ ED O HV WALL SILL INS I "OTE FDR COMgU1ATIDCI°F�EGn°n5` INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER i E.0,- EDGE DISTANCE ASSEMBLY 11MfTATIONS OF USE FOR �..1_� H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SIIEET 13) BLAD HE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVi. Accordion Shutter System No.441 7 RV. MADE#1 w/OR w/o RV.N1NDOrY f31ADE *; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems y EV.N DESCRIPTION GATE DRAWN BY: MP *j�Q 6355 N.W.36tN.St.St..305,VIRGINIA GARDENS.FLORIDA 33161 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 a' STATE 0 Pha :(305)571-1530.Fax: 305)571-1531 4268 Westroods Drive 2 ' Lv e• il:tilt -1 m West Palm Beach, FL 33407 3 DRAWING N0 CL-000671s 20-164 WALTER A TILLR Jr.P.E. 4 ''�4sS%0•••• •,tJ6`\�`� FLORIDA Ua.B 44167 5 SHEEf Y��E71 NAL �,E� SEAL/SIGNATURE/DATE 6 OF 20 .... ilI_a ,) p �I;r-(sQ - _ I .._ _.Q%- �I. POURED CONCHLIF,ANCHORS V MN.SEPARATION OR Cl) CONCRrTE (SEE SCHEDULE ON SHEET 13) M GLASS(SEE "I ­ TO GLASS nj QUIRED ONI SIM EXISTING �(SDE�ifa)VLE ON' EDGE ) 11 FORT ELIDE(D" GLASS-- ..... ,.F_...._.._ 1ii SLAB w O�SiEET 19 FOR M SHEET 11) "'U EXISTIN I a)&6 wCe. r GLASS : ALTERNATE III 7 j Ed ED EXISTING ANCHO C LAS S-A' LOCATION -#IOX3/4"HE OR TEK SCREWS 0 12"D.C. WASHER HEAD mL ;4 x • • EDGE OF CONCRETE SLAB IF RETE ANCHORS 8 J (SEE SCHEDULE ON SHELF 13) APPLICABLE IIXISTINC I'I LOGE OF LI.ASS I i i t iEDGE OF i I I SLAB IF SLAG /I r APPLICABLE VPLJ IF EDGE 0 J CD CABLEEOf SLAB IF 1J, ­­­- , -, ­" APPLICABLE CONCRETE E. D. POURED FLAT HEAD CONCRETE ANCHORS �wv`x ON C. D. CONCRETE (SEE SCHEDULE ON SHEET 14) I TOT RLADE(DATO C POURED REQUIRED RED)RED FLAT HEAD CONCRETE ANCHORS OR CNCRETE L REQUIRED E. D.— (SEE SCHEDULE ON SHEET 14) D11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.O. HV FLOOR INSTALLATION f 01) HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER CEILING INSTALLAZTION SCHEDULE #3, SHEEr I I VpI STIN C j CONCRETE ANCHORS E T' -(SEE S ----------- (SEE SCHEDULE ON WEDULIS GUTLDEX TAPCCN also n 5 AR T- SHEET 1 1/4-0 M;�CED T-IR&NDFONN 04 S MISTING Noway ON:'14"0 POM)IS GLASS ­, -MUM ON F�ASTII 1�, + S "a, EwISIIH EXISTING-J, G S -N.­N 1. CIA CLASS /4' T.0— 1 1 3/4"WIN. "'T MAX. oN wz' O.C.FOR UP TO V-0,SPAN R40 OC-FOR SPANS UAGER TH 1/4" To g-,' HE (SEC NOTE tt ON SHEET 1;. 'T ",`NZ T, UMRATD." 1/2 E,-b #100/4 HE IE.,I).*OR I,(II; ii WASHER HEAD MAX. CONT.SEALANT TEK SCREWS j 3/8" 0 12"D.C. In 1 -5/8" SCIRL IIIX HEAD 1/1-1-2G.3/1'SS MS I;Fj USING 1/4-0-20 NUTS IE Q 9"O.C. IYE", #14x3/4"S. OR I 5.S. M.S. CONCRr.Tr ANCHORS D.S. /4" ,C6) a 9'O. C. 12"C.C. W 4 (p 9"D.C. SHEET(SEE SCHEDULE ON I/V. Ir A- EXISIING NON STRUCTURAL WALL TRIM(DECORAMT: J A EDGE OF SILL) SLA. #14.3 4"F.H. S.D.S.APPUB IF CABLE— IOURED CONCRETE MIN.,. 1 7/8" .1 7/8— 0 9'O.C.D.C. CONCRETE ANCHORS -SEE NOTE 13(b) REQUIRED .�E.D POURED CONCRETE- (SEE SCHEDULE ON ON SHEET -SEE MOTE 13(b) ----- --I OR CONCRETE BLOCK SHEET 14) 1 POURED CONCRETE— ON SHEET I REQUIRED OR CONCRETE BLOCK OPTIC11'4L POURED REQUIRED CONCRETE HV WALL FLOOR INSTALLATIONOM KEYSTONE MOUNTINGINSTALLATION REQUIRED HV WALL WALK—OVER INSTALLATION MAXIMUM XS.O.DESIGN PRESSURE:464.-72 po MAXIMUM SHUTTER SPAN 8'-D' ( 1 HV GURD INSTALLATIO t NQZL t THIS INSTALLATION SHAI.L BE 1- KIL 4 FOR ADJACE14T TO AN OPERABLE EXIT SEE -11� SPECIFICATIONS ON SMELT 13) E �.TTONSMIOF USE Fall ASSCK46LYSHEET SET. -1 OR ENTRANCE ON , ELF 19 INSTALLATION DETAILS WZ 10 HY BLADE N.Q1L-f()j3-CQM EDGE DISTANCE REMOVABLE WHE14 PERFORMED I AL SHUTTER 7- MCUINTING SECTIONS CAN BE COMBINED IN A14Y WAY TO SUIT ANY INSTAUATION. FLORIDA BUILDINGCODE Non High Velocity Hurricane Zone: 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. '��G EN A BERTHA HV T. E�CO Accordion Shutter System No.441 67 H.V. BADE#1 W/OR W/O H.V.WINDOW BLADE lwezo TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: MJP 0353 N.W. Association, Inc. I OLD 17-107 jj2� DATE: 7/2/2020 STATE F 3ft.St.,Sc.305,MRGINK GARDENS.FLORIDA 3316C I;; Ph— (305)871-1530.F­:(305)871-1531 4268 Westroods Drive 2 --il:tIt—o"'.con WeSt Palm Beach. Ft. 33407 —3 —DRAWING No 0 R 1 -00067 9 WA TER CA —164 ..... ...\I� R A.BUIT Jr.P.E. 4 20 FLORIDA Ut,. 11 44167 5 SHEET JlNT ��"'kAL/SIGNAIURE/DATE 6 7 OF 20 5-f__ED d ALL CONNECTION DETAILS ON SHEETS 10 & M SEC NOTES ON LOCKING RODS,RV LOCKS®Or —�� AND ALTERNATE HV LOCK®ON SHEET 5. WTI--J �jN f EXIST] GLASS INSTALLATIONS W/ (11 HV ** i so' ,`I (1' I - BLADE SULK DETAIL HVF IS VALID FOR ALL BLADE W H V CENTERMATES CENTERMATES APPLICATION WITH BLADEQI �aR®an©+�aR®aR10 •13a (2t) , (2Z OR i2 1 D« 15 3� 1 1 -` EXISTING GLASS SEE END WALL CONNECTION ©'� ©« }//— DETAILS ON SHEETS 10 & 1 t3-: ©+O f Q Dn©+O+ aR —————————————/ ——— i n� l L z xz'x1/9'xo'-2" _ _ (E W/(2s 4-0 TACO /� I 1/2" as®«® .. I. SYMMETRYCAL 1 T_ . . _.. -T6 ALLOY)ALUM. ANGLE V! 2 I 4.0 TAPCON _ OPPOSING - CENTERMATES CENTERMATES MIN. SEPARATION I (TOP/BOTTOM)N- 1 'k ,.. 810xJ/4•S.M.S. ® 12• �' (4)R10xt/2•S.M.S.TO TUBE' I O.C.FULL LENGHT. I W/_ HV LOCK LZ or_2�7� W HV LOC_ or ro cuss AT FJICH ANGLE. (TYP) (SEE SCHEDULE ! + + * ON SHEET 11) 5 - i i ® �* 35*) 1N 3 i �----------- Al-- ---- r--- - — ---- -- - — — ----- --- — -- I \ -0 _ 1 + o T , HVB - — HVA Q°R®°P©*O 8 aR 10 +OaR HVC POURED CONCRETE OR °R �EXISTING GI A55 CONCRETE BLOCK WALL REOUW.ED �'®°° ®°" °" SYMMETRICAL. 6 7 t aR 6 - 7 8 OR- EXISTING MIN.SEPARATION GIA45 _I N_ r �s �GLSS j �1 CEJJTERMATES 6 s aaR1 « aaR a « 7 OR TO SCHEDULE i --I GLASS I �K ' -� O+O © O ® (SEE SCHEDULE -•. an©!® * I�f\� m WL)-(V LOCK_16 i OPTIONAL ®+®aR ON SHEET 11) 1 INTERIOR MIN. SEPARATION TO GLASS (SEE SCHEDULE I N I OPTIONAL ---[CONCRETE",.. --- - ON SHEET 11) , -- (INTERIOR) , ' I [o UT .--- __..-___ _.._h -.___ \-_.-_- CONCRETE'� -Ti^i` _ * �i /O_ __�>__ I AlJCHORS 1. �` „nnvV VAgIEn- 16"O.C. • l J �I �_—'_ �o•. \ —ter I,r, ` - � I- ;I 3 -- --`—- ---1 — - --I - �� _*, OR ® _2 [OUT 6 SLACK oUTI (23� (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. •"' . /r BERTH/ HVTM \\CEh F �� Accordion Shutter System No.44 67 C�-- Eq-O 1 M c. a H.V. #1 di OR S H.V.WINDOW I11 t r•7r'� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN 7 2 STATE F Association, Inc. OLD ,�-107 T/z/zoz. DATE: /2/zozo .�'•• 7 2020 6355 N.W.36th.St,Ste.305,MRGINN GAROQiS,FLORIDA 3316 4268 Westroads Drive z �'.• Phan. (305)871-1530.Fax:(305)871-1531 DRAWING No ',moo'• OR P e-mail:tilte-CaOL'Orn West Palm Beach, FL 33407 3 ,L0-�64 ''•...,.. .,•''C,: cA-000s7ls 4 WALTER A TILLR Jr.P.E. 7�i7zjSi0NFAi L/SIGNATURE/DATE FLORIDA u°.N 44167 c SHEET Of 20 ALTERNATE INSTALLATION W HV "T" LOCK d& HV MALE/FEMALE "T" LOCKS CENTERMATESZ8 (29' & LOCKERS �t W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE OUT -M l IN GLASS` WZ HD CENTERMATES @1 9e.I\��J BLADE Q SLACK DETAIL MVF,INDICATED ON SHEET 6, AS WELL AS UNNFRSAL FLOATING BLADE©DETAIL HDD-HVO w®w©•O7 wbw 1 D•(I3 w INDICATED ON THIS SHEET,MAY BE USED WITH THIS ALTERNAI] '1t 10•©w©.®w©.©w INSTALLATION DEFAJL HMG SHOWN IN THIS SHEET. DETAILS ON SHEETS 10 h10 B'0/1 . I ©a0 a©w© O ®w I ANCHORS MATT MUM, r I 351' — PTO ANCIE w/(2)I/a•e TMcon �4�: I..(DPnoHal) M :M+c"D(T IB GONCftEif I --she- 1 I (oPnonaU ) *`-— _ (TOP/BOTTOM)R L——————————————————————————————————— C (4)B10vt/2•S.M.S.TO mBEI , � -@to.3/a•S.M.S.o tz' -------4-- I -- nr EACH.GTE C—) , D.G.FULL LEENGHT. ,N I _. IN I � _ —� IN ()H.V. 4 H.Y. 1 HiOSfPAMM1N N 30 HV "T" PINS" F. I PINS(TrP) /.. I (srE m IE �I 5f i Q LOCK (INSIDE) ON +) ---.- L — - --—- _ —_—.__ -- ----- —--I— I - L- - - ------ - - - - nt- - - - — - - - �sro11 J29 — --_.._�- J -� OUT---- 31 oRC2)- 4s I —_, ,-�GR 32 31 aRf32�-'�—L..._(35 5 3 �, 3 \ 31 Dft©2 * �... 1/4„ 0-20 x 1 1/2" S.S.M.S. (�J .._.,35}..... (OPTONAL) SEE NOTE 6 FOR E LOCK W/ 7/8"0 x 3/32" WINGNUT. (OPTIoNAL)HDB-HVB OUT HDC—HVC 'T•LOCK,ON SHEET P 5. I/Z 30 HV "T" LOCK (OUTSIDE) � SY1dRET Cl1L HD CENTERMATES SYAIM,ETI;ICA.I._HD CEt1TUMAJES �G* +! f,3�"�OCK_(EXTERIOR� W� EQG<L(IN_T.EBLO$) 'r SERIES 9444 ALUMINUM ©w®w0 07 w®w10.pw(2024-73 ALLOY)LARGE fTM'GE THIN 6 ASEMA UET �FACT RED BYSERT.PART AVDM CHERRY _1O•®w©•�w�•®w TEMORN,PARSIPPENY,NEW JERSEY ©•�] •©w©+O•®on 07054 OR EQUAL ' —_—_—_—_ BE NOTES ON LOCICNC RODS®h NO®LACKS ON SHEET 5 UNNERSµ RMTNG BUDE©TETM.HDB-KVfI IS VABD FOR ALL CENTERMAIES MMICATKINS WITH BIADE(D HDD-HVDee FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t1i 111 WIC 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVni ��?.•''��GENS '•�" �� C® ��� ® ®w® Accordion Shutter System _ _ KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE No.441 7 American Shutter Systems iEVa No DESCRIPTION DATE DRAWN BY: MY r� a, TILLIT TESTING & ENGINEERING COMPANY *, IT :/�=�Zp2� ssociation, Inc. oto t7—to7 /2/zo2 DATE: 7/z/zozD 63SS N.W.]6th.St.,Ste.30.5.WRGINIA GARDENS.FLORIDARORIDA 53t6T ? o'•• STATE Phone:(305)871-1530,FAK:(305)871-1531 4268 Westroods Drive 2 DRAWING No � ,Dell:tllteco4Deol.oem West Palm Beach, FL 33407 s q 6�++ �jr�F'..'`COR4� .•= ._ e CA-OOLLT7B 20��V4 WALTER A 0067 J,P.E. 4 ONA ��`OSEAL/SIGNATURE/DATE FLORIDA Lic.#44167 5 SHEET 6 9 OF 2 POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE C CRET OR CONCRETE OR CONCRETE OR CONCRETE ON E BLOCK WALL BLOCK WALL REQUIREDBLOCKLL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS ISTING GLASS CONCRETE ANCHOR EXISTING GLASS -2- 1 EXISTING GLASS 0 16"D.C. 2"MIN..' MIN.SEPARATION T I TO GLASS(SEE MIN,,SEPARAIION ;I! M SCHEDULE ON SHEET I'll,SEPARAMON EQ 11 FOR MADE(oAND TO (S TO GIASS(SEE TO GLASS(SEE Ts EE N.SEPARATION (SEE S( UE ON SHEET SCHEDULE ON SHEET I/I G"x3"MAX.-- ON SHEET 19 FOR MR� NI SCHEDULE ON SHEET 11 FOR E(DAN" (6063-T6) CONT. DADES &Q 11 FOR BLADEOAND ON SHEET 19 FOR 'ATE AT ON 91LLT 19 FOR ALUM. ON SHEET 19 FOR (LOCATE R IN PLATE. (LOCATE 1/2" BLADES�D EITHER SIDE: AT EITHER SIDE MIN-- Mg` OF SIB OF(D) 4-USE I"OR 2 MAX. (AS APPLICABLE)2"x1/a'x0'-2- 4 1/2"MIN #Ioxl/2"S.M.S. ALUMINUM P GLE --—-—- (1(6063-T6 0 AT MIDHEIGHT_ 9 16 D.C. #10.1/2"S.M.S. 0 16"D.C. #IOx1 ' M.S.TO(D& (2)1/4-0 TAP 0 ANCHORS TO 05 r4, SEE AIL X FO �\ WALL AT 1 C (LOCATE AT SIDE NNECTION of EITHER SI OF 4 O 0 T1 I OR SEE DETAIL X FOR OR TRACKS --- SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SID C NEC ON U10- 10- TO TRACKS 6-7 7 &0 &(Z-)•@-(D+(D END CONNECTION—GETAIL(3) END CONNECTION DETAIL IND-AC-ORKICTION D IL END CONN F+REQUIRED ONLY-11 SPANS GRNR THAN 12'-0* POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING EXISTING GLASS REQUIRED GLASS 4 ------- MIN SEPARATION #194/2"S.MS:- SO TO (SEE 0 16"P.b. MIN.SEPARATION OR(g)OR(DO 11 FOR ON SHEET TO GLASS(SEE --------- ... FOR E(DAND CONCRETE 1/2"MIN. SCHEDULE ON SHEET ON SH 19 FOR ANCHOR 0 11 FOR BLADE SAND ------—, 011@013(j) ON SHEET 19 FOR 12"0 C. CON RO_ I A 0 RADES(D&0 -------- < ------- BLADES & OR@ 16- O.C. MIN. ..... ......1 pi, N � � i I -—-—-— -©OR(g)OROOR 2" IN. • V MIN., SEE LIMITATIONS OF USE FOR OR(90ROOR@ VIEW BLADE ON SHEET 19 2)OR@ OR (D OR QETAIL PO UR D CONCRETE OR END INSTALLATION ONG BLOCK WALL 0 REOUIR 0 A) HV BLADE OR 44 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CO T I& FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone, END CONNECTION DETAI @ ,01% 1)111�tl�ks, 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. �0 % BERTHAHVT Accordion Shutter System & �IL E MO ��C D 'A /T .&S.A No.44161 HV. MADE#1 W/OR W10 RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems que Nc DESCRIPTION DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 STATEAT : - IF MW N.%36th.St..St..305,VMINA GARDENS.FLORIDA 3316' Ph—:(305)0711-1530.F..:(305)871-1531 4268 Westroads Drive 2 —DRAWING N 0 R I u_mal:tiltecoocol.com West Palm Beach, FL 33407 3 CA-CD06719 — -164 WALTER A.TILLIT J,P.E. 4 20 N A I FLORIDA U­#44167 5 SHEET A7TH111111111 1 ."SEAL/SIGNATURE/DATE 6 — 10 OF 20 $C1h4_UJLE-_k1 SCHE -LE � SCHEDULE 0 MAXIMUM SHUTTER SPAN'' "L+" OR "L-° MAXIMUM SHUTTER SPAN "L+" MAXIMUM SHUTTER SPAN*1+" (ft.). FOR INSTALLATIONS W/ OR 1-" ft. FOR INSTA1.IADQN LEGEND ` DIES_ CENTERMATES. ® & © or or ( ) R "L (ft.) INSTALLATIONS INSTALLATIONS W/,QPpp4,�l j,1, W �] MJ;7RICAL CEIyjE$M0T CONCRETE & 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ® or 2�or - NT RMATES. a�.Jl & (t� WOOD () 7-isl &�W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS Ky or ONE HV LOCK(�A or® or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B C, D, E M, N, 0, P. 0, ® ® ® 3ODS MOUNTING K & L R, S, & V. A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,17) (VALID FOR MOUNTING I1 BOTTOM (SEE NOTES jf) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR CEILING CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING H. I. I1 T. U. IN & X WALL MOUNTINGS (TOP/BDTTOM) OR FLOOR/CEILING: Me.DUM "'UmMA%IMUM CONCRETE & M as.G DESIGN AG.O.DESIGN 15 1 G as.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNnNO PRESSURE DETERMINE MAXIMUM SPAN `L+"FROM SCHEDULE. RATING MOUNTING RATING & TINTING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P"EJ (P.v.FJ FLOOR/CEILING MOUNTING (P..I.) OR (+OR-) _OUNTI (+OR'-) _Floo(WALL MOUNTING._ DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (It) L-(IQ- 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES: I6'-0" 16'-D' 16'-0" i6'-0' 30 16'-0° 16'-0" 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - 14--10' 14'-10" 15'-2" 16,-0` 35 14'-10" 14'-10" 35 15'-2" 16'-10" 40 13'-1 G° 13'-10" 14'-2" 15-2• _ 40 _- 13'-10' 13'-10° _^40 14=2' _75_,2_ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13 1` 13 i" 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° W/FLOOR/CEILING MOUNTINGS:13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS / '- 0" 12'- 1" 55 11'-10" 11'-10' S5 11'-1' IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE IV-4... ..-._--._._..__- __.___.___._...____._._.._ ---_._.�.- ---'-...___._________._..______._... NOTE�f5, SHEET 5. --11'-4" 1 V-7" 12'-4' 60 11'-4' 11'-4' 60 10'-2• 70'-11" RATING: ....... _. .._- -. _ _.._ DETERMINE: 65 10'-10°_ 10 10" 1 11-71 65 10 10 10 10 65 9 5' 10 1• - LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10 6 ) 10 fi 10 9 11-5 70 _10 L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1_ )_10 1 _10 4 11-1 _- 75 _70 1 10 1 _ _ _75 - 8=9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR INSTALLATIONS. 80 9 10"_19 70 10 0 70-9 __ 80 _ 9 10 _ _9 10 _ 'L-`AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR 85 9 6° 9 e 9 9 10'-5 85 9 6 9 6 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE ... _.. RATING: 90 9'-3' 9'-3' 9'-5" 10'-1' 90 9'-3" 9'-3" SHALL BE UMITED AS FOLLOWS: DETERMINE: .. .. ._ ._....._._ ,._..__..___....._.._..._...__.._._ 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9-0' 6 9 9 2 9-10" 95 9'-0" 8 9 LIMITED TO +64,-72 Ds.f. AND 8'-0' SPAN, SEE Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -- -- - - - b2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8-9' B 4` 9 0 9-7. 100 8'-9" 8 4 MOUNTING MOON SHEET 7. INSTALLATIONS. 105 .,. 8 7 7 11 8 9 110 8 4 7 7 8 7 9 2 _ 710 _ 8 4 T 7 7 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8 2 {_7 3 8 4 I 8 11 115 _8 2 _7 3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+•,"Lx+ "L1-'AND "Lz-" 120 8 0 6 11 8 2 8 9 120 _ 8 0 6-11' - - - - - AL W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-10" 6'-8• 8'-0• 8'-5" 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN .. _ ._ ____..1_..___--._ __. ._.__.__. __-.._._____..___ 130 7'-8" 6'-5' 7'-10" 8•-1' 130 7'-8" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _._ .____ _ - 13s T-7• SEPARATION 140 7'-5" 5'-11 7;-7" - �_6".. ._.._..iaa.. ..-_._7,_5=.. -5•--1;:__.._ ASTM E-1996 145 7'-3". .5,_9.. ..7,_5.. -V_3,-' .---145........ 9,,... TO GLASS _. .... _.._._ 150 7'-2" 5'-7" 7'-4" 7'-0" 150 7 7'-2" 5'-7" 155 7 0" 5 5 7 2 W-9 155 _ 7 o 5" 1 THRU 3 160 _ 6 11 5 2 7 1 6-7 160 6 11 _ 5 2 1" 165 G 10"_ 5 1 .7--0 6-4 1E5 6 1O 5 1 170 fi 9 4 1 1 6' 11 6-2 --- 170 _ _6 9 4 11 -� 175 6' 7"... 4 9 --6 9 6'-0" -175 6 7 _._4-9" - - - .._ _. �� HV BLADE 180 6' 6° 4 8 6 8 5-10° 180 6 15 4'-8' 185 6'-5" -'-6"- ._G'-7" 5'-e" 185 ..._6'-5• 4-6" _. 9 ___-...._._. ._....._._.___.__. ...._4--5.__. 190 _ 6'-4" 4'-5" 6'-6" 5'-6" 190_ 6'-4" 4'-5" 195 .8-3"._ _.4,_3._. .._e-5°. 5;_5, 195 - ...._ ...___.._ ._..____ ._. _ ._.. ....._.___-- 200 6'-2" 4'-2" 6'-4° 5'-3" 200 ..... _ ___ _ _.._. _.__-_-._. 20s 6'-1" 4'-1° fi'-3" -1• 205 V-1" 4'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `X,VVF II(I I((f111,,,7j' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. `\�.�`��tE .. •..<</T''�,,� BERTHA HMTM ,\C No. �9: �� ® �roG ® � ® ® Accordion Shutter System No.4 1 -}J FLV. BLADE#1 W/OR W/O H.V. WINDOW WADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems _*: Y EV.N DESCRIPTION DATE DRAWN 7 /20 L.G. 6355 N.W.J61n. Sla.J07,VIRGINU fJR0FN9,FLORIOA SJ16( A990CIatlOn� Inc. I OLD 17-107 /2/202 GATE: 7/2/2020 STAI-OF Pone:(305)871-1570.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No 4z. o-mail:Ult—Caol.cam West Palm Beach; FL 33407 3 20-1 64 �n'•, 0 ID, .• �. CA-0006719 Q7\�� WALTER A TILLIT Jr.P.E. 4 1/SIGNATURE/DATE FLORIDA Ue.A 44167 c SHEET 1 OF 20 MAXIMUM ANCHOR* SPA.IC NG (in.)_SCHEDULF FOR A GIVEN MAX. SHU?TER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR GONGR(TF CHOIRS SPACING LEGEND IONS POURED CONCRETE SEE MOUNUNOS A B,o,0 AND,: ON SHEET 8 POURED CONC CONCRETE BLOCK V. p OR (tt) a5 D.061GN xDCA1NE PRESSURE runllG(vl!;0.6.0.oFSiGx NEGATIVE PRESSURE ZINC MOUNTIN (,D)WALL W� OUNTING (D�WALL SILL MOUNRNG (C)&(F)WALL HEP.DER/SILL DVANCED MAXIMUv (A)MALL HEADER MOUNTING CA)WALL HEADER MOUNTI 41 SPAN a, W/a� MOUNTING HNOLOGY -30 40 60 75/90 12D 160 205 30 40 fi075 BO 120 160205 30D.�E51 6NOEG4It&PRDSURC RABNG_(♦ncf a60 D61GN NEGITNE PRESSURE R91NG sl'a9 D.DESIGN,NE84TNE P(+E55NS Rh1WG(p41 AS,D.OEM NEGATIVE PRESSURE R10NG d;ALHn.!..O(P_, -_ .N N . .. . __ .._._ _ . . ._ LID-SET1 0 120 1601205 30 40 60 75 90 120160205 30 40 fi0 75 90 120 160 205 30 40 1 60 75 90 120 160 205 P14 12 10 9 e 6 a 14 12 10911e8 8 14 1214 12 10 B 8 Bi12 1C 9 B 8 6 6 14 12 10 B 8 8 6 6 14 12 10 B 6 B- e 6 14 12 1D 9 B e0 B B 8e 8 ;1 B' e e + OR LESS 14 12 10 9 8 B 6 5 14 12 10 9 B 8 6 8 14 12 10 9 ,8 B 8' B 14 12 10 B B B 0 } 14 12 10 B 6 B 8 8 0 8 B B B 8 B Gb ..._.__.._ ..__-..___._ .. _ _ ._, _.__- ___ __._._-81- __..-__._ 14 12 10 9 B e e 6 14 12 10 B B B e 6 14 12 10 9 8 8 8 6 14 12 1D B 8 e 6 14 12 10 9 8 8 6 6 B B B B B 0 e 7 14 12 1.10_ 9 8 B 6 4 14 12 t0 9 8 8 6 G 14 12 10 9 S e 8 8 14 12 10 9 B 7 - - 14 12 10 B B 7 �.5 B 8 8 8 8 7 5.5 4 4,-0" 14 1210 B B 8 6 4 14 12 10 9 B B 8 8 14 12 10 9 B B 6 6 14 12 10 B B 8 55 - 14 12 10 9 8 0 e 6 B e e8e B B B -__ 14 12 f0 9 B 8 451_ 14 12 10 9 8 8 8 4 14 12 1U 9 B B 6 6 14 12 16 B B 8 14 12 10 B_ B B e _ B 8 8 _8 8 B 8.5 S _ 14 12 10 9 8 e' B 1 4 14 12 f0 A 8 0 8 6 14 12 10 9 6 B 6 6 14 12 f0 B B B - - 14 12 10 I g B 8 - 8 8 B e B 8 7*1 5.6 14 112 10 1 9 8 g 4.5 - 16 12 10 9 8 B 8 JS 14 12 10 9 B_ B 6 A. 14 12 10 B 7.5 - - - 14111 10 B 7S 55 - - B 8 e 1 B 7.6 55 4 3 * 5•-0" ,4 112'10 19 e a 4.5 - 14 12 10 9 e 8 6 J5 14 12 10 9 8 8 8 8 14 12 10 a 6_ 7 - _ 14 12 t0 _9 8_ B B_ _ _8 8 B I 9_ 6 8 B 8 SEE ANCHOR _ __ _ 14 12 110 9 B Sb 14 12 10 9� 8 B 4.5 /4 12 10 9 8 8 6 5 14 12 10 B 8 3 - 14 12 10 9 8 7 - 8 B B �8 8 7 5 4 SPECIFICATIONS I ..__ ._ ._ _._._._ _ ____ _ _ __. 1{112'10 B 8 B 14 I 14 12 10 9 0 B 6 3S 14 12 10 9 B 18 8 8 14 12 10 8 B (- - - 14 12 10 9 B 7.5 - 8 0 g 8 B 75�55 a� ON SHEET 13 14 112110 1 9 8 55 3 1{�12 10 9 B 8 45 - 14 12 t0 9 e B fi 6 14 12 9.5 75 4 _ - 14 12 9.5 7.5 ES 35 - B 8 B 7S 6_.5 45 JS - 6•-0" 14 12 110 19 8 5.5 14 12 10 B e B 4S - 14 12 10 98 B 8 6 14 12 10 9_ 8 4__ = 14 12� 10 B B B 4 B__B B B B B B 7S - __. 14 I.72 10 B 8 3_ 14 12_ 10 .9'.. 9 B_ B _ -14 12 10 9 B B 5.5 }5 14 12 10 0 4.5 - - - 14 ,2 10 9 75 4 B 8 8 B-7.5 55 4 -J L - _ . _ _ __- _ __ ._ _-_ __ __ - -. _ 14 12 10 `B H s 14 12 10 B 8 8 4' - 14 12 10 B B B B 5.5 14 12 110 B S - 14 12 10 9 B 4.5 - 8 B BB B 64.5 - 14 12�16 0 B 8 4 i 14_ 12 10 9 B 65 7_ 14 12 10 9 B B 6 14 12 B 45 - 14 72 8 85 55 B 8 8 6S 5.5 4 3 7,-D. 14�12 1-6- 8 �.:4 li{ 14 12 10 B 8 6S J 14 12 10 9 8 8 8 14 12 1D 9 B 14 12 10 9 B 7 - E B 8 8 B 8 75 14 1210 B 45 - 14 12 10 B B 4 14 12 1D 9 8 7 4 14 12 10 55 ` 14 12 10 0 85 - 8_ B 8 B 6.5 9 35 - 14 11 10 B 755.75 14 12 10 B B 6 14 12 9 8 B 6 - f4 12 ,0 a .I- - 14 '12 10 8.5 7 - B 0 8 e 7 5 4 '- 14 12 10 B 55 3 14 12 16 B B 45 14 12 10 9 B B - 14 11 7 - - 14 11 7 5.5 35 - 8 8 7 5S 4.5 J5 - _ 14 17 t0 9 65 14 12 10 B 8 45 14 12` 10 B 1 g' e - 14 12 10 7 4 14 12 10 9 8 3 B B a 8 8 75 7 4 �I- t - - - -- - - - - - - ♦SLR LIMITATIONS OF USE FOR III __. 14 12 10 55 3 - f 14 12 10, e 8 _ 14 12 10 B 8 55 - 14 12 8b 3 7 14 12 'e.s 7 4 - g 19 8 7 6.5 4 3 - _ ___� __ _.._ _ .__.. _ __._ _ _, __ ., .. _ fiLAOE 1A ON SfIEET 19 14 12 f0 4 5 - I- - 14 12 10 9 B 4 14 12,10 9 8 8 - 14 12 9.5 - 14 12 9.5 7.5 45 - 6 I B 7.5 8 4.5-- ,4 I12 I10 6.5 4.5 - I 14 12 10 9 75 14 12 10 9 8 13 9.5 4 - - 13 8.5 6.3 5 - - 8 8 65 5 4 J - _-. 9�-0" 14 12 110 6.5 4 14 12 10 9 75 - 14 12 10. 9 B 14 12 10 5 - - 14 12 10 9 55 - e 8 8 B H 6S 6 3 14 112(8.5 4 - - 14 12 10 B 45 74 12 10 9 7.1 14 115 4.5 - 14'11S 7.5 6 - 8 8 75 fi 5 4 -_ t4 112 10 e 4 - I- - 14 12 16 B 7 - - - 14 12 10 9 0 - - - 74 12 5 - - - - - 14 12 B 6S - - - - 8 e 8 B.5 SS 4 14 112 18.51 5 351- I 14 12 10 B_ 14 12 10 9 g = 1 S B.5 - I I1S 8.5 5.5 - - B 0 55 45 3.5 - t4 112 19:51 S.�3S - 14_I12 10 9 f55 - - 14_ 12 10 9 B I - ,4 12 7 I - _ 14 12 10 7S 5 f - 8 _B 8 8 8 75 45 10'-0" 14 12 5.5 1 3 - - I 14 12 10 6 3 tt 14 12 _10`9 _6 4j l4 10.5 3 _-_ 14 1_0.5 7 3.5 ( - B B 7 S 5_45 S 5 I - 1411219 4.5 3 i4 12 10I8 5 1- 14 12 101 9 8 1- I- I- 14 11 - 14 11 7b!- - B--B 7.5 6 5 _ - 14 112 7 I- - - I 14 12 10 I- _ - 14 12 10 - - OS_B - I- .OS B 5 8 _8 5 4 3_.5 - 14 112 1. 7 1- {I I 1� 14 12 10 - 14 72 ,0 - 14 12 5 14 121,0 g 1_B 8 B B 7 35 11•-0" 14112 4 -1- I- I 14_ 12 10 - - 14,_,12 f0 _ - 2.5 BS - _ 2S BS B - I ' B B 6 5 4 3 _ 14 ,2 6.5 - - I- - 1- 14 12 10 - 14 112 10 3.5 10 74 10 7 8 B 7 5.5 4.5 14 112 15.5 1-_1- - 14 12 10k l. 14 12 10 _ 95 7 8112-D" Ia 12 5.7 14 1210 10 4 14 12 10 -1B 6 3 4. ,4112 5 - 14 12 f0 I 74 12110 125 95 - -13.5 95 43 - - 0 9 6 8 4 - /ql ' A rr 1 /� 14 12 - 1 - 14 112 ._I 14 I2 9 45 ,._ -14 fi .1.- 9 'B 81 8 S 4_I 5.5 IS __- 14 110 - - - - J _ _ i 1f.5 B.5 B B 5.5 4.5 .- 1 - - ,4�12 _- _ _ .._.,- 1< 12 - - - _...I_ 14 .72-I- _ - =-I;g e _.. W/ (1A� HV WINDOW BLADE ,4�72 -_ ,4- 12 __L __ ,4._ ,? 1. B J _ 1.- .B 6 7-i B s_ 4 3 1-7 WORKING IN UNISON 14�-0" ,4 12 I 14 12 __, - 14 12 - 14 B _ - 14 /2 - 0 B B 8 7.5 4 _- 14 7 14 12 1._._ -- - 14 12 .__ - .._. 10 4 -1 _ _ 10 7 5 - - 8 7.5 5 4 3 - - 14 tz 1a 1z -I- - fDs a - 1os B 1- 1`_,- e a s 4 14 1 -.1 - 14 _ _ _ _75 I 7,5 -1- - 1 - 7515.5 - 14 1- - - i - 14_1 - _ 14 - - - II - 14 - ,4 - - - 8 15-0" 14 1- I- 1- I- I- - 14 �. - 14 _ - 9 _ -- - _ `- .__.___ -_111III --. _ _ 14 1- '- I-{I 14 14 10 10 I 8 7.5j 5 4 14 - l.- - - j_ 74 14 _ - 14. 7 _ 8 Bgl 85175 _6__S 16•-0" 14 I- - 1- 14_ I=-I_ _ _ 14 - -_ - - 8 - _ f}j- - - - 9.8(_ - - - - - B .5 51 13.5 _ 14 i_ 1_ _ _ 1_)_ tq _ _ _ _ _ _ _ 7'1 f_ _ _ _ _ _ - 9.5 I - - - R.ORIDA BUILDING CODE(Non High Velocity Hurricane Zone, `` �,i{,;III�III � �7j'// 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. •. '', RERTHA HVTM �Q.'��CEN ��'= p Accordion Shutter System i L E�COI m c. M IR S. M KV. BLADE#1 W/OR W/0 H,V.WINDOW BLADE No.441 i American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: MY TILLIT TESTING & ENGINEERING COMPANY w 8355 N.W.361h.St..Ste.305,MRGINIA GARDENS.FLORIDA J316' Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 -0'• STATE C Phone: �( (305a 4268 Westroads Drive 2 - 0R1 m0:Ultec.C..I.om West Palm Beach, FL 33407 3 DRAWING No ' / F• CF WALTER A TILLIT Jr.P.E. 4 1 T 8/0NA1 EAL/SIGNATURE/DATE FLORIDA Oc.(f 44167 s SHEET 6 12 OF 20 MAXIMUM ANCHORi SPACING ('in SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RenNC AND A CORRESPONDING MOUNTING TYPE FOR ODNCRETc OR CONCRETE ALM RwtttA`1A710NS li (SEE oN SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS I COIQErgwN BETE OONDRETTE (A) TO EXISTING POURED CONCRETE:(Min.1'c-J ket) MAtOMFj� ALL SILL MOUNTING ©CEILING MOUNTING aFLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX.(Min.Vc=3 ksi) SPPN ANCHORS SPACING LEGEND - 1/4'0 x 3/4"ALL POINTS scuo-SET ANCHORS,AS DISTRIBUTED BY'ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. (Min. r0 e 3 ksi) (ft) GN NEG4_ _ FUMING pf kS,O.DESIGN NVYRNE PRESSURE DATING SD.OEM NEGA_TNE PRESSURE RAZING Du - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Yc-2 ksi) - - IA'CON OR 0 75 90 I120 180 205 30 40 0 75)90 120 160 205 30 4a 60 75 90 120 160 205 TAPCON 'CON WITH ADVANCED - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY to e e 6 6 5.9 14 12 1 9 8 e 6 e f4 12 10 B_ a B_ 6 6 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERCAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f'c=3 ksi _ EAOFORM TECHNOLOGY ( ) 3-0 10_ 9- B 19- 6 B 14 12 t0 9 8 0 s_6 14 12 10B a 6 6 ALL POINTS - NOTES: OR LESS 10 9 6!8 6 e 14_12 16 _8 B e 6' a i4 12 10 B e e 6 bBLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 70 9 a--0� 5---7 14 12 if) 9 e IT a t4 12 10 9 6 8 6 6 14 12 1D _9 8 7 5_ 14 12 10 9 e e e 6 14 12 tD B B_ e 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 i0 9 6 0 6 6 14 12 10 9 8- 6 6 8 14 12 10 9 0 8 6 5.5 4'-0� -.-----_B -------14 12 ----- ---------- 14 -2 -10 -�__ __.�____ 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 12 10 9 6 B 6 4 14 12 1D B e e 6 4S 14 12 10 _e_ 0 8 4 3.5 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 -_ 74 1z10 0 e e e 46 14 12 10 8 B e 8 55 14 12 10 9 e B 6 4S 1"MINIMUM FOR WALLS WITH NO STUCCO. iM1 12 1D a 75 5S J5 14 12 10 9 8 0 6 5 14 12 10 9 0 7 5 4 s SDi UN1�[ATgNS OF USE FOR - -----'-' BVDE ON SHEET 19 5'-0' 14 12 1D 9 5e 6 5 14 12 10 9 8- 0 6 56 14 12 70 9 5 6 5 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 t0 9 _0 7 4 i4 12 _to 9 8 6.S S 3.9 14_ 12 10 B _B.5 S 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON _ 14 12 10 9 5-7.5 4:5 - 14 72 10 9'-8 -8 6 4.5 144 12 10 9 8 6 4.5 3.75 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 11.5 7.5 6S aS - 14 12 10 9 8 7.6 55 4 t4 t2 70 a 8 6 4.5 3.5 INSTALLATION INTO LIPS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 e_ 8 IT - 14 _12__io 9 -8--8 _B 5 _74 12__10 6 --B-8.5 5 JS_ 14 12 10 19. 7.5 5.5 _3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 5.5 55 4 J - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) .... __ _ ..__.___._____-___.- -_._._ _ 14 12 10 9 6 6 - 14 12 10 e 8 6,5 5 3.75 14 12 10 8.5-8 5 4 - 1 4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 12 a 8.5 55 3 - - 14 12 10 9 e 6.5 4.5 7.5 14 10 e 7 5 J,5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-0" 14 12 10 19___6 I e_., -7.,_,. 1,4_Y2;:.10-B e.__7_,5 4_ 14 10 8 7.5 5.5 4 S - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 a 6.5 4 - - 14 12 9 75 6 4.5 35 14 lid 7 5.5 4.5 3.5 - - 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY S-5 4 - - --_- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 09 7 4 - 14 9 75 9.5 4 14 9 7 7.5 a,5 - 14 it 7 SS 4.fi 14 12 f0 9 7.5 5.6 9 - 14 12 NOTES: 8'-0 14 12. 9 e_,65 _ 14 12 ._ 9',e_ B ,4 14 12 tD B„B51 5 1S i B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1 4'AND TAPCON 14 12 55 7 55 3 14 12 B 6.5 5.5 4 J - 12S 9S 6 5 4 3 _ WITH ADVANCED THRE'PDFORM TECHNOLOGY ANCHORS IS 1'. / _ 14 12 9.5 75 6 14 12 B.5 8 �8.5 5 14 12 8 B 6.5 13 92 to 5 J.5 - - - 14 12 10 a 6.5 5 12 B_6.5 5 4 _ - MINIMUM EMBEDMENT OF 1 4'0 x 3 4'ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10�9 8 - 14 12 10 9 75 4.5 - - 14 12 85 7 55 4 g'-0' - - - --- - - --- -- B 2)EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 111.5 7.5 B 4 I 14 11 7 55 5 3.5_- - 11 8 55 45 35 __- = EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 U 8 6.5 4.5 - 14 12 8.5 7 5.5 4 14 110.5 7 5,5 6 4.5 - 11.5 8.5 551 4 - 14 12 9 7 61.45 14 111 7 5 45 JS = 0.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EASTING WALL OR FLOOR. 10'-0" 14 112 l0 9 7.5 14 12 f0 0 65 5_ 14 j!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 14'10.51.7 5 3.5 - 13 0.5 65 5 4 3 10!75 5 4 3 _ NOTES 8.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR E]FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14�11�7 5 5.6 - - 14 1 f.5 9 6 5 { - i2.5)95 6 5��4 4 -���- FOR INSTALLATION INTO E1F5 WITH METAL STUDS SEE SHEET 20. '0.5;8 1 5 _ __it 12 8 65 56 4 _ _ 13 10 6,5 5 4 S - !__._ 14 12 110 _ ^_�- 14 12 I B 7 6 46_ 14 iD.5 7 5.5 4S 35 ___- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 I I II 12 8 6 45 4 3_ _ _ B 7 4.5 3SI 3 - -7- 14 10�7 - - - f 14 10.5 7 5.5 4.5 - - 11.5 8.5 5.5 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5!7 I4.5 - - I- 14 115 75 6 5 _ 12 B 6 45 _4 - - - 12'-0' 14- 12`10 - - - - -_ 14 12 55 5S _ 13_i0 5.5 5_ 4'�- -i= EDOE D15TAKF-YERS-US__$Mlt.G-UBEWLE-EOR ANCHORS: 11.5 8.514.5 - �,- - - ,- 11 0 55_4 35 0 _8 4 3 - - - I_ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS 7HrW THE INDICATED,REDUCE ANCHOR SPACING _ 13.5 9.5 6 - - - 13 9.5 6,51 5 4 1- - 10.5 8 -5-1 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - _ 14 105 7 55 4S _ 1I 86! 5 46 3fi - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" 14 12 - - 14 118 75 8 5 _ 12 9 s ±4 - '� FACTOR 10.5 8 - 1,_. 10 7S 5- 4 J _ 75 55 4 3 - = ACTUAL TAPCON WITH ADVANCED TAPPER + 2.5 SS - I- I 12 9 6--45 4- "' 99-5 7 6 4 -` EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - I- 1J 9fi 6.5 5 _ ID5 75 5 4 _ _ E OR DISTANCE TMRMIN.SPACING l4 12 - - I- I 14 105 7 55 11 55 55 45 - - - 9LAD E.D. MIN.SPACING-3' MIN.SPACING a 3' MIN.SPACING e 3 1/Y MIN.SPACING a 3' 3 3/4" 4" 14'-0''16 7.5 - - - -! 9 7 4 5 SS - 7 S 3 6 3- __-_ LADE POCONCREfE BLOC URED CONCR & Pa"n C'""E E ATE BLOCK POURED ONC ERE B OC & PO CONCRETECONCRETE N&polp� t TE CMUIEE HBO( _ 11.5 8 - - - - I --11 8 5.5 45 __ -B 6S 4.5 - - (�A HV WINDOW MN ER-Y N �M"3 1/2"MR.ED.-21/2' MIN.ED.-3 12'K MN D.•3' MIN.ED..3 1/7 MN,EO.2 t/2- 7.5 - - - 12 9 B I 99 7 45 - - 3. ! --- _ 10 0- to 0.78 10 _ OB4 1.0 s•_0. 14 - - �- - ! I]510 65.. - 106-8 6 - _ ,LADE WORKING - - __._... __.._ _ _ ____-- _ _...__ - - '-- 9 65 a _ 55.-fi. y -_ IN UNISON a 21/2" o.ei.. i:o _ _. - . ._ osi _t.o -- - _ tD e 5 - MB 4- - 2' 0.71 0.51 :74 46 _ -16'-0 t 1 J/4 - __.___ 043__ 081 1 1 2 0.35 -es a FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,O119 02020 TILTECO,INC.fi�� ' ©2020 EASTERN METAL SUPPLY, INC. `{ BERTHA HVTM Accordion Shutter System ` ,NO.44 67 - �r �e a P!c. rr� r� B H.V. RAM#1 W/OR W/O IM WINDOW TRADE __+E TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems LEY.Nc DESCRIPTION DATE DRAWN BY: M.P STATE F ; Association, Inc, t OLD 17-107 T/z 202 DATE: 7/2/2020 A•, 63M N.W,36th,St.Sta.=.MONK GARDENS,RORIDA 33151 z .�,, Phone:(305)871-1530,Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No ! �i�,o'• FCORI P.,•.'� �� a-malh uN�Ao®aoL�om West Palm Beach, FL 33407 3 �7 �ii CCc51........ • \ WALTER A.OTILLITI Jr.RE 4 20-1 64 ���, 8/0NIAt `\�\ESL/SIGNATURE/DATE FLORIDA Uc.Ill44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR" SPACING (in.) SCHEDULE FOR A GIVEN MAX_ SHUTTER SPAN A.S.Q DESIGN NEGATIVE PRESSURE RATINQ�"QQ NDING QUINMING TYPE FOR CONCRETE OR CON -ILLATIONS (sEE MOU J,K&L ON SHEEP 7) PW CONCRETE POURED CONCRETE NCRETE BLOCK A NCHORSING LEGEND (I 1WAUc OVER& 11 TRENCH SPSPANM MOUNIIN05 O _._ ._ ,1O RAINCU QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING OR (n) A.S.D.DESIGN NEGATIVE PRESSURE RATING(P f ASO.DESIGN NEGATIVE PRESSURE RATING ks9.DESIGN NEGATIVE PRIMSME RATING A.S.D.DESIGN NEGAIIVE PRESSURE RATING(pal ADVANCED 30 40 60 7s 90 120 100 205 Jo 40 B 7s 90 tzD 1so 2D5 Jo aD eo 7s so t2o 1BD 205 30 aD so 75 s0 t2o�i6D zo5 CHNOLOGY 14 12 10 1 9 iI 0 6 6 12 12 12 12 12 1.5 D. 6.5 7 7 19 12 1D 9 B I B 6 612 12 III 12 O S 7 7 7 7 7 7 7' 7 7 5 6 5 5 5 6 5 5_7R IFSS 14 12 10 9-_8_ B 8 ,5 ,12 12 12 lOS 8 B s5 7 7 7 7 7 7 7 85 _5 5, 5 S 5 5 6 5 AP14 is tD s e e s s t2 12 72 i2 T2 10 7.5 5- 7' 7 �7 7 77 7 T 5 5 55 -5 �55' 5- + 14 12 10 11 B B 6 6 12 12 12 12 15 6.5 8.5 5 7 7 7 7 7 7 5.6 4 5 5 5 5 5 b 5 4 4 0' 14 12 10 B e 6 5 6 12 12 12 12 12 - 7 55 7_7 7 7 7' 7 7 7 5 5 5 5 5 5 5 5 14 f2 10_ 9 .8 B_ 5 6 12-12 12 9.5 B 6 4S J.5 7 7 7 7 7 7 6.5 55 55 5 S 5 5 5 14 12 10 9 9 8 6 8 12 12 12 12 10 7.5 5.3 4 7 7 -jr- _5 _5 _5...g.. 8 5 5 14 12 10 9 B 8 8 B 12 12 12 11 9 7 5 4 7 7 7_ 7 7 I55 _4 3 5 5 5 5 _5 S 4 J 5 0 14 12 10 9 B 8 6 8 1214 12 12 107.5 5S 4 7 7 7 7 7 7 7 755 55 5 5 55 14 72 10 6_ 12 112 995 7.5 6 4.5_35 7 1 7_ 7 7 17 17 JS 33 5 5 5 5 5_5 5 4 14 12 10 B 8 8 5 6 I2 12 12 9S B 6 4S 7 7 7 7 t 7 i7�5.5.9_. 3 5 5 1 S S 5 9 4 * SEE ANCHOR 14 12 10 9 B 8 6 6 12 12 1.5 9 75 5.5 4 IF3 7 7 7 7 7 4.5 3.5 - 5 5 SPECIFICATIONS 6 0 14 12 10 9 B_ B B fl_12 12 12 10 S 6_45I35 7_ 7 7 7 7 7_ 7 7 5 b 5 5 5 S 5. 5 ON SHEET 13 14 12 10 9 6 e 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.b 4 5 5 5 S 5 5 s 3 14 12 10 9 8 B 6 6 12 12 10 8 B.5 5 .75 - 7 7 7 7 7 B 4.3 - 5 5 5 5 5 1 5 4.5 - 14_ 12 10 9 -B B_ e_ 6 12 12 r1po B B.3 5_J.5 - 7 7_ 7 6S 5-3 a_ - - 5 S S _ _- 7•-O" 14 12 I10 9 B B 6 6 12 12 B.5 7 6 4 3 7 7 7 7 7 7 7 B 5 5 5 B 5 S 5 S14 12 10 9 8 B 6 6 12 1- 5 4.5 3 7 7 7 7 G.6 5 J 5 5 5 5 5 5 3.5t4 t2 1D s 5 B 5 s 1z 12 I-!'-5a 4 - 7 i 7 i'�� 5 - _5 5 5 's" 3`5a Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 B .8 6 .-_12 12 8.5 7 bs 4 J - 7 7 7 ss a- J s s s s a.5 J.5 - - PSF A.S.D DESIGN PRESSURE 14 12 1D 9 8 8 8 - 12 12 10.5 75 6 45 3.5 - 7 7 7 7 7 7 7' 4 5 S b 9 5 5 5 5 e 0 ---.__ . ... -- 2 9 0 -- - .. .--- -- ---- - __ FOR SHEET 11R RATING & SPANS 1a tz l0 9 e_ B e - tz s B 4 s_ 4' 3 - i 7 7 7 5 a s a J SCHEDULE {j , 14 12 TS 9 B 'B- 6 �- 12 11 7S 8 5' JS 7 7 7 7S 6 4.5 - 5 5 5 5 5 4.5 I- -� 14 12 70 9 �.8.' B - - 12 1.5 7.S 6 5 3.5 - - 7 7 6.5 5 4 - 5 5 5_ 5 4 3 - - 9,-O. 14 12.. 0 ,8-., 8-_ 8_ __ 12 12 9.5 6S SS 14 J - 7 7 7 7 7 7---8 3_ S 3 5 S "5"I-S- 5 -5- 14 12 7D 9 8 8 - - 0.5 8 5 4 3.b - - - 7 7 7 8 5 3.5 - 5 5 5 -Si- 514 3 = 14 112 10 9 e B 1- - 12 10 8.5 5 4.5 - 7 ) 7 6.3 5.5 - - - 5 3 55 5 4 - 14 12 t6 9 e e I 12 05 7 55 4S 35 7 7 55 4.5 3.5 - 5 5 5 4S J.b - 10 0 14 12 10 9 e B 12 11 BS 6 5 35 7 7 7 7 7' 7 4.5 5 5 5 3 5' 5 5 45- _. 14 12 10 9.._ t1_ B,. - 95 7 45 J5 3 - 7 7 7 55 4.5 55 6 5 4.5 35 14 12 10 9 8 8 - �-12 8 e 5 44 - - -- 7 7- 7 .e- 5 �� - - 5 9 9 455" --- -- 14l72110IB -B a 12 B.5 6 5 4 3 - - 7 7 5 4 3 - S 5 5 4 J.5 - 11 0 14112 1019B_ B - 6.5 BS 4 35 3 JS 7 7 6 5 4 7 77 S6� 5 515 6 {- 3.,5 4 14 12 10 9 1 6 8 11 8 6.5 ♦ - 7 7 7 5 5 4S 1 5 5 5 5 4.5 - 14 12 10 9 1 B_ - 15 85 SS 9S 3S - 7 7 a5 35 _ S _5 4S JS J _ -_ 14 12 70 9 `e. 12 95 6S 5 4 3 7 7 7 7 7 6 3 - b 5 5 5 5 5 4S 3S _. __. 1 V BLADE ONLY 12-0"1♦ 12 10 9 B B 6 4 3 7 7 55 6 3S - 5 5 5 5' 4 J ____ 14 12 to 9 B - - 10 7.3 34 - - - 7T 7 B 5 - - - - 5 5--5- S 4 - - - - 14 12 10 9 8 _ P. B 6 4 3.5 - 7 6.5 4.5 15 - S 5 4S 3.3 3_ 13 0 14 12 10 9 B 15 85 6 45 3S 3 _ 7 7 7 7 7 4.5 - 5_ 5 5 5 S 8 453.5 ."_ .. -_._._ 14 12 10 9 8 - 7 S5 JS 3 7 7 5 4 3 - - 5 �5 5 4 3 14 12 10 9 8 - I- 9 7 4.5 .75 7 7 SS 4.5 - 5 5 5 4.5' 4 14 12 10 _9_.___ _!. __ 10 7.S 1.g..4_.3_I.-i_=I 7 IS a 3 - - - - _5, 5-_ 4.-- J - _._ __ __.._._-_....___.._.-.__-_._ _ 14�-0� 14 12 10 9 -_ - - - 10.5 8 5.5 4 3S - I- - 7 7 7 7 7 4 - - 5 5 9 3 5 5 4 L _-2 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 J.5 - _ - 5 5 5_ 4 14 12 10 9 - 8.5 8.5 4 7 7 5 4 5 5 5 4 14 12 10 171 __ 9 7 4.5 3 3 _ - 7 5 J5 t - - 5_ 5 135 3 15 0 t4-12 10 10 75 5 l 4 3 7 7 7 7 7 35 5 5 15 5 5 5 4 J /4 12 10 - -_B 45 J I - _ - 7 7 45 3 _ 5 5 45_JS - 14 12 10 - 8 i B 4 I- 7 7 15 6 5 5 4 14 12 10 - es 65 4 35 7 5.5 3.5 - - 5 5 35 - ` 14 12�70JS3 '. 7 7 6 iJ = S5 5 b �5_45135 14 12 TO- 16-0"14 12 10 - - - - �- 7SS.50.75 - - - - - 7 7 I45 - �- - - I- - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', `\`.0111lIlI /7// 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. ...H....` BERTHA HVTM F' • Accordion Shutter System No.44167 � 7 ��i �c �--c, . ®�®�Tr N / / H.V. f�1ADE 1 W OR W 0 H V. WINDOW EiADE --6 American Shutter Systems 7� RN-J! TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTIONDATE DRAWN 8Y: M.P STATE F Association, Inc. 1 OLD 17-107 1 z zoz.WSS N.W.36t( 6t.71 153 VIRGINU GWDENS.1_153 JJ14 //(305)871-15J0.F°a (305)871-1531 t Pal W Beac , Drive z °-m°CA-00 6719I•°°n West Palm Beach, FL 33407 3 DRAWING N(o�d WALTER A TILLIT J,P.E. 4 20-1"T ONAL iW. SEAL/SIGNATURE/DATE FLORIDA U°.g♦ats7 a SHEET 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 AS D DESIGN PRESSURE RATING AND A CORRESPONDING AMOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !E� U EEB �EE;T IR AT E- SOUTHERN PINE No. 2 W MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE / 1/2- MIN. CDX 20U/MINFlRA55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M .c 050 W/ W/ MIN. Gm0.43 W MIN. G=0.36 1.UWMUM SPAN(Ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S &V G0.03A UXK P®YE PANE:(A M MO MMA RMK RCM PI)ISO.Mn W.M FfWK RN10(4 SD MM VAK R315JE RWG(p0\SD LLWI W AU R®IF ROLE(A M MM WMAE RffiFS PAIR(y� 50.0�7 W60RE f939H ROM,(pd] s0.0➢BI 1�AAF PRSA(S PA@O(pJ) Sn D9R IRGVM Ra41[PANG(p��n0 OE591®UM Rf19tE A1RG _-_._-- - -- ----_..__ --'I- _ _ (-_ __ 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 105 JO 40 60 75 90 05 30 40 160 75 90 105 30 40 6 75 90 OS 30 I40 60175 90 II05 30 40 60 75 90 OS T.-O'OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 1101 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 fi 6 6 6 S 4 4 4 3 12 12_12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ._ _-.________.__-__._ _- . �i._.--..__ �__ ._. _ -_._ � _ __ _ _ .--..._.__ _. 4' 0 12-10 10 9 8 8 6 6 6 6^ 6 6 12 10 10 9 8 8 6 •6 6 fi 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 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 8 6 6 6 6 55 1 1 8 6 6 fi 6 6 1 0 O 8 6 5 p 9�� 8 _,__- __ 6 2 0 10 9 8 _ _ __ _ 5 2 1 1. 9 __. 7 6 fi 6_ 6 5 6 _5 4 4 4 3 12 12 12 12 12 12 12 12 1 12 12 12 12 12 12 12 12 0.5 6' 0 1210109 8656 6 665.54.51210109 8 5 6 6 6 .554.51210109 63.56 6 66 54565 443.5 - 12 12 12 12 12 12 12 12 12 12 12 1212121212108.5 ._. .._ _ -- __.-..__ _. .- .___ _ ..-._ _ . -_._ -.-_ __ 7' O 12 10 10 9 C5 4 6 6 6 .5 4.5 4 12 10 10 9 5 J 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 d 3.5 _6_ 12 12 12 12 12 1 12 12 12 12 12 10.. 12 12 12 10.5 8.5 7.5 B' 0 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3,5 - 6 6 5 .8 3.5 3 12 10 10 4 - - 6 6 5 ',5 35 3 6 5 4 - - - 12 12 12 12 12 17 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0, 12_10 t0l 5 3.5 - 6 6 5.5 4.5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - 6 i 4.5 4 3 3 6 5 35 - - 12 12 12 12 12 10 1�2 12 11 9.5 8.5 12 12 10 8 6.5 5.5 10,-0• 12 10 7.5 4 fi 6 5 4_ 3 - 12 10 6 3 - - 6 6 4 .5 3 12 10 .3 - 6 6 4 35 3 6 5 - 12 12 12 12 11,59.5 12 12 12 104 8.57.5 12 12 9 7 6 5 12 1O 55 _ - 6 I6 45_ _,,.:12 iO 4.5- - - 6 SS 3.5- - 12_1.0 ., .- 6 55 4 -- 6 5 - 12 12 12 12 10 83 12 12 12 55 8y 7 12 12 8 65 5.5 4.5 12 O 12 10 45 - - 6 6 4 - 12 10 35 _..- 6 -. -1--__ _ _ _. _ __ _ _13-0' 12 10 6 6 12 104.5 - - - - 12 7.5 - - - 6 45 - 6 4.5 - 12 12 1210. B.575 12 12 10 B fi.55512 O 7 55 4.5 4 14 0 12 10 I _6_5_.5 - 12 7 _ - 45 12 7 - .5 45 - - - 6 3 12 12 12 95 8 6 _ 12 9575_6 45 12 9.565 5 4 3 15 0 12 - - 6 - - - - - 12 - - 5 - - 12 - - 5 - - - - 6 - - 12 12 11 9 7.5 5 1'2 U 05 7 6 4 12 9 6 5 4 - _ 1I 12 - _- _. ._ 6. .. 12 - 9 - - ---- 11.5- - - - - 5 -- _ -- - - 6 - - I- 121210._8.56.54121286.55 311.58.55.54.53.5 -- (1) HV BLADE OR HV BLADE W[ h A HV WINDOW BLADE WORKING IN UNISON4 •SEE UMf(AnONs OF USE FOR BIAOE ILIA ON SNEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFTr SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4'P TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FlR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N,D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.SJ 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(1906 APA) LAG SCREWS AS PER NDS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\��1\1111111111 IN/A/// 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. Th �����•�R..... (/l /�,,, BERTHA H V TM ' a1 Accordion Shutter System EN S1. �f 1 C 01 o m ■ ■ H.V. BLADE#1 W/OR W/O KV.WIN M MADE Np•44 67 = American Shutter Systems *- = TILUT TESTING & ENGINEERING COMPANY Y REV.N DESCRIPTION DATE DRAWN BY: M.P T 8355 N.W.36N.St.,Ste.303.VM=IA WRDENS,FLORDA 3316! Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 a. STATE F Phone 1(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive x DRAWING No F p ;�y`c o moll:61tee.Ceel- West Palm Beach, FL 33407 3 E�.• LDR C �-- WALTER AO006719 TILUT Jr. P.E. 4 ZOO 64 /VSION •`\V�`- FLORIDA Lie.b 44167 5 SHEET pp T�i �EAL/SIGNATURE/DATE 6 E OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & �1A> HV4� BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(J ONLY SHALL WALL FINISH MAX. LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & .--..1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION ED WITH BLADE �1 &, AA7 WORKING IN UNISON ON / TAPC WITH ADVANC .` THREAOFORM TECHNOLOGY 1 4"0 TAPCON OR W/ 1 1/2'Min.PENETRATION !• I� __ APCON WITH ADVANCED THREADFORM TECHNOLOGY - - I OF THREADED AREA TO i / 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING -L.. I EXISTING WOOD HEADER. .<� _.. _5 WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 MO SEPARATION I, , (SEE SCI{EDUCE ON SHEET 15) /i,l ,' 1/4'0-2Dx3/4'S.S.MACHINE ' SCHEDULE aNGLASS(SHEET I I R +U\\l\l`\1\1 1 II/I�f 1 -I ,-;5�1 OR o S C REWS W/ 1/4-20 NUTS �I'�—1 I FOR.(DANO - x 0 II 1 V' ' I 1 7 \ B 12"O.C. ON SHEET 19 FOR ttl==__...... 1°M n.• EXISTING ? BIAD`ES 0&0 I � SEE 1 I�•.; '� . '; '1 ;I -.._ �� rEa-, EO GLASS--6 11 LJ—_ _ 4S M I Cl�oa WALL -. . S FINISH I T I I I r L-1 I--OPTION& ItI I ___} J.1 EXISnNG MITI. \\. _� -WALL l FINISH �I{,{' I I I .� q\(\t,\\%w I - -- '-I '-.2"x4"WOOD I III--.UDR �O _.. III EXISTING MIN. OR II HEADER REQUIRED I I `J 2"x4°WOOD I I EXISTING MIN,SEPARATION I I' 1 u HEADER REQUIRED +_ 1,11 :.�, t'11 "'(It 'I 1 f'0 TAPCON OR TAPCON WITH ADVANCED GLASS—y TO CIA (_ I I I I I ___ '�� ' I' 'I ;I;1 1 (L1 'II Min.PENETRATION EADFORM OOF THREADEDHNOLOGY /AREA TO !i-_ III I EXISTING Y� MIN.SEPARATION TO GLASS _ _ II y3 EXISTING W000 HEADER. 1I FOR LBBIADE Q (SEE SCHEDULE ON SHEET 11)' y 1 I 'I $ (SEE SCFEDULE ON SHEET 15) ON SHEET 19 FOR I G�� 1 l .'` Ill....1 BLADES ... 4_ I ( It..____...__ ,.__..__._..__._I \�� 2'x4'CONT.SILL ._ __._.... _ PLATE REO'D, ON HV WALL HEADER INSTALLATION OHV WAIbL�S11cL INSTALLATION ®HV ALLJiWDE INSTALLATION _—_—_ ..__. I,k_. _—.. I ° A I I EXISTING - _... _ .. u MIN SEPARATION TO CLASS _I I MIN.SEPARATION TO GLASS GLASS—� MIN. SEPARATION TO GLASS I I CI,) EXISTING (SEE SCHEDULE ON SHEET 11) I- ��� EXISTING '`(SEE SCHEDULE ON SHEET 11) 111 'L'k4"CONT-----�NNI - GLASS—� WOOD PIATE II(SEE SCHEDULE ON SHEET 11) I I p I I a' u4 II x 1/4"0-20x3/a'ss. I I REO'D. t1 I - 1/4'm-20x3/4`S.S. 6 MACHINE SCREWS I 1177I I > MACHINE SCREWS W/ 'I ( USING 1/4'-20 NUTS WALL U t I i :1/4'-20 NUTS 0 12'_, .� ® 12"O.C. _ FINISH I,, l .�O.C. 17 0R 18 loa 18 , I I (I t II <310R�S ( C4oR�5) REO D.PLATE T. L I E0 Ld r WOOD I - T1U\l\U\\``� - -Eq^CO -- III 1 Min, •11; �l1\\l SlY 1.- .\I �-Q OR 1/4.0 TAPCON OR TAPCON WRH ADVANCED 1 1 2'x4'CONT I THREADFORM TECHNOLOGY W/ 1 1/2" 1/4°0 TAPCON OR TAPCON WITH ADVANCED {'1�{ 111'I,I I': t'h SILL PLATE �IL EXISTiNC WOOD Min roHFADER.N OF BEADED AREA TO THREADFORM TECHNOLOGY W/ 1/2' 11-1--{ ..-1 L :' 1/4'0 TAPCON OR N9IE: 1 RED' p I�I _ Min. PENETRATION OF THREADED AREA INTO PLYWOOD \ I ; TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL lI (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) E%ISTING MIN.2'x4' /2"MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. L.. 1.�' 11 l --WALL FINISH '1 pLYW000 REO'D. W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE -1/2"MIN.CO%PLYWOOD REO'D. STUDS® 16"O.C. MAX.- WALL FlNISryry THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EXISTING MIN.2'x4"STUDS® 16`O.C. MAX.FI ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TD STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION A SEE UM TIONS OF U E OF ©HV WALL SILL INSTALLATION F.B.C. BADE�ON SHEET 19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone � 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. c... BERTHA HV T. y>; �\GENZ I eo �+PP�� Accordion Shutter System e No.441 7 _ ----�� N.V. MADE#1 W/oR W/0 H.V.WrmaTv MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,EV.It DESCRIPTION DATE DRAWN BY: M.P -o'• STATE 0. � 53W N.W.361h.St..Ste.305,MRGINIA GARDENS,ELORIDA MI6! Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4258 Westroods Drive 2 FCORID •'���� a-mail:tlitecemeol.mm West Palm Beach, FL 33407 3 DRAWING No . Cfs..•...... •^`cam. CA-0006719 4 20-164 WFLORI A.t.111 Jr.P.E. SHEEP ;ON1A; `0-SEAL/SIGNATURE/DATE FLORIDA Lt.B aa167 5 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & AHV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BUDE(1)ONLY SHALL BE LIMITED TO 05.0 sf. A.S D DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX ,-WALL FINISH 1/4"0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1- & d& WORKING IN UNISON _...r' TAPCON WITH ADVANCED 4"x8"(Min.)EXISTING -. , 4, ---- _ EO� EQ �- -2"MIN THRTTOFORM TECHNOLOGY WOOD BEAM REQUIRED r All j I �. _ _ EDGE(IF APPLICABLE) ! W/1 1/2'Min. PENETRATION STRUCTURAL AOEQUACY r/ ' / �,I{ - -- OF THREADED AREA TO 1/4.0-20z3/4"S.S. OF EXISTING WOOD REAM 1 ' EXISTING WOOD HEADER. 1"_ PHILLIPS TRUSS HEAD TO BE CERTIFIED BY i .__ '•' __' _ Min. I MACHINE SCREWS r-/ _ (SEE SCHEDULE ON SHEET 15 REGISTERED ENGINEER OR - _ F _ EXISTING WOOD W/ 1/4--20 NUTS ARCHITECT PRIOR TO ,i_.'EQ "7_-EO TRUSSES OR 7/!!/ �-EQ-f-EQ-•i. ® 17."O.L. SHUTTER INSTALLATION. /. 1/2 i 1/2 RAFTER 0 24' /, O.C.REQUIRED /du .a } Max. W 1 1 2`Min.PENETRATION I/4"0 TAPCON OR -v. TAPCON WITH ADVANCED .,' l` - - - EXISTING SOFFIT 1` OR�� ,.. iv I "I .257" THRE'ADFORM TECHNOLOGY3/4'Max.iHK. r EQ, I)14x3/4 1--EQ'-�iL EO-I Y d'x4'x1/e"CONT.ALUM.TUBE OPTIONAL , ,,' I EXMNG/WOOD HEADER.. I;'! .r S.M.S. _._ IR (.-_Ly. - _-.. (6063-TG ALLOY)W/ (SEE SCHEDULE ON SHEET 15) Or 15 0 6`O.C. (' 0 or EACFf 1RAFTER ORCTREU55 TO OF THREADED AREA TO a I% 9 ( I I I I ILL III LOCATE LAG SCREWS AT EXISTING MIN 2"x4" I , ___. (t l ) MIDWIDTH OF EXISTING WOOD EXISTING--I HEADER REO'D I{) ) `� I MEMBER,(2"Min.NOMINAL GLASS I! MIN.SEPARATION TO GLASS I' OPEN HOLE AT EACH, WIDTH)W/2"Min. EXISTING ! STUD TO ACCEPT �, PENETRATION OF THREADED ------.-.._.___.................. I CLASS ! I I 5/6"0NT IAG SCREW I AREA VALID FOR `(SEE SCHEDULE ON SHEET 11)`----- I AT CE1ER OF TUBE. I I I IINSTALLATIONS WITH 72pf MIN.SEPORAncN MAX.A.S.D.DESIGN LOAD AND SO HV WALL HEADER INSTALLATION I TO°A�(� I - i n °cTin"ss I m ® I n 9•-D"MAx.SPAN.THIS _J�E�s¢Er I I �skt7 INSTALLATION IS ONLY VALID t1l i?1IRr I 10 DR ®♦ 11 TOR®/V.L mAND I FOR 1Y00D W/MIN. SPECIFIC MADES(D&® I I I---- ON 9✓FEi 79 FOR GRAA OF 0.50 AS DOUGLAS 1-SEE SHEET a FOR TYPICAL SHUTTER ASSEMBLY L-------^ -- ---- - "-- I t2or�sO& I ♦ FIR OR SOUTHERN PINE No.2, 2-MOUNTING SECTIONS CAN BE COMBINED OT NV CEILING INSTALLATION `--- - -------'-- -'----- I-��---(�°R ® OR EQUAL. IN ANY war To sulT ANY wsruunoN. U,.I N CE LI G INSTALLATION ....._ .__. .. r'�I --- TO Lx�ASS(5� I _. ,y \J DR �♦ -...__ _..."- a yJ tt _ r 'N MIN.SEPARATION TO GLASS I I I .I�1F ON sT li I I I II SEPARATION (SEE SCHEOULE ON SHEET 11) -- ..- -I �` EXISTING I t�94EBf�tB F I 1 s ..I TO GLASS I /� EXISTING O4�, I _... ..._.O GLA55\ BI/06(Tjtr 1(� I'I` i) ION SCHE 711) 9 1 III' \ll fll li ALTERNATE 9 l 1310 1/4.lO6I' R WALL 'ICATWN .._.. lI EXISTING FINISH 3/81 IN11 g` 103/4'HEX GLASS—C7) 3/8 IN. _.- I I I I _.. 1.2"z6'MIN.W00 0 Max. wASH R HEAD SCREWS® 12` DECK REQUIRED WIN.WOOD (NO FINISHR K " "DECK REQUIRED(NO �— _ ALLOWED) FINISH ALLOWED) - .. -.I. -. - I _EDGE I--- I- _ D ECK-I _-I -VC_.-� /y 1 _ OF EO E0• I F APPLICABLE _LL �D _. -- CK I _ F APPLICABLE 1EDGE OF DECK 1/4"0-20z3/4'S.S. = 1...� ___ _ _ APPLICABLE _ L - t I 1/4.0 TAPCON OR •-M.n- PHILLIPS TRUSS HEAD 2 uiN -r_ ' I - __ - 1 TAPCON WITH ADVANCED 1MCHINE SCREWS -' - ! 2 M1"CON7 1/4"0 TAPCON OR TAPCON WITH ADVANCED ,SILL PLIIE �. :: THREAOFORM TECHNOLOGY W/ 1/4"-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRTADFORM--� THREADFORM TECHNOLOGY W/ 1 1/2"Min. -2'MIN,- -� REO'D. ,..'.II W/ 1 1/2"Min.PENETRATION ® 12"O.C. '- --2-MIN. PENETRATION OF THREADED :. li = OF THREADED AREA TO TECHNOLOGY W/ 1 I/2"Min. PENETRATION OF THREADED f ..- AREA i0 EXISTING WOOD HEADER. (SEE - ----- - -�1 1 d." ;, EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEEP 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE LIM TAnONS OF USE FOR U HV WALK-OVER INSTALLATION �V HV WALL SILL INSTALLATION{ BADE 1�ON SHEET 19 *.HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVT., ENS �TVL E �_c_o ,, �,, Accordion Shutter System MADE No.441 7( c ` .. .. American SF1U Systems CVI NOESCRIPT DESCRIPTION W/ORATE V.VORANWN BYM P 5 N.W.TESTING . ENGINEERING COMPANY 's o'• STATE 0 ��La J55 N.W JBLR SL,61e.305,VRGINIA GARDENS,FLORIDA 3JIfit A$$cClutlOttx Inc. 1 OLD 17-107 /2/202 DATE. 7/2/2020 Phone:(J05)871-1530.Fax (305)871-1531 4268 Westroads Drive 2 �'4�O,c'. FLOR40 ••��``�� e-mail:titteco®aol.com West Palm Beach, FL 33407 3 DRAWING No �( '••, Cz ? cA-0006719 20-164 'i S � � wALTER A.nLITT Jr.P.E. 4 I , SEAL/SIGNATURE/DATE FLORIDA Lc.A 44167 s SHEEP 617 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS f-,2N WIN.WX00' REq-D. 2'.4'MIN WOOD2'14'MIN. SMDS REQD. WDOU SWUS. (AS APPMGRI-E) Mw 2-..- N. WI 11/&AIN. A -wDo ST IS.PN� it" - (AS APPIIfY,BIE) 5 OR W/1 2 1�V EXISTING G— X ANI CLASS PLMOD I I MDS"I' -V EQ —M`I`XXIN.N.SEIP—ROM EIX�NG IIASS EXISTING GLASS1/2. wx M a (SEE 1/2'MR.COX (siD: ftIVIDO" Soa ON SNEV- nYWX0) WK SCHED"M ON SIMSEHRATaI MR. TOG� X-- IS ;OR Bi—ff)— I/lexy M 11 ROR S,`OEQ)`ND (SEX 1/2-MIN.= ON"J'a"19`DR `—EONSNEET SNE37 9 ((30133-11E)CONT. IINi - I"DR BADE ME) it M ID.V �(D.OD ALUM UOSM D. MIEs(D.(9 at Star 19 FOR ON STET 19 FOR AT EIR� "IN" n— —------ II—It(D j._.___.,__.._. 1/2'MIN. -#1 1/2 S.... ..."Ol Ote O.C. 5 O.C..1 D A1. 11 4 (I—TO 4 DETAIL X TOR SIDE CONNECTION OR I&* OR 1 OR SEE D TO TRA� Sm 0 X FOR SEE DIU�X FOR..: OR SIDE CONNEC0N TO TRACKS SIDE ECTO'NNECII N MT Xs 0. END CONNECTION DETAl END CONNECTION DETAIL - C7) END CONNECTION tZAI (4) * -ENI) CONNECTION DETAIL "OST'NS • PED=ED ONL FOR WRNS 2-.4-Nil -0 T�N MMMS /4..T�0. aN�6 M.=Dj 1/4 .S er/ W/I 1/2_ 0111011.�2-SM.S 0. EXISTNO 127 D.C. PENV-�0 12-O.C. SEPAISMIDIN M xeSs(Six 1/2-MIN. 4. ♦ SEE LIMITATIONS OF USE FOR BLADE UA ON SHEET 19 ON Sl� T. (SEE I PDR MADE(DAND Ro�ON RNEE" ON D"91EET 19 & 0 DR IAA ".4* N.WOOD .(�)OR(j)OR `v j @CR&R(g VIEW FINISH '2(3 SROS REO'D. nNISII DETAIL END CONNECTIONDETAIL (0 END CONNECTION DETAIL(g w-Il""w", FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: A. fl� ...... 02020 TILTECO.INC. 0 2020 EASTERN METAL SUPPLY, INC. V\ BERTHA HVTM Accordion Shutter System N0.44167 T7m-F—, A,S,S/7 E c oN KIMM H.V. IKADE#1 W/OR W10 H.V.WNM BLADE — STATE OF V American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY IEV.N, DESCRIPTION DATE DRAWN BY: M.P Association, Inc.8355 N SL,Ste.305.VIRGINIA GARDENS,19�MIS! I OLD 17-107 LL2� GATE: 7/2/2 20 D �W 0 Ph... (305)871-1530.FaX:(305)671-1531 4268 Westroads tgeive 2 e-mall:Vit-0-1—m DRAWING No 0. . ........ West Palm Beach, FL 33407 —3 4,ill NA A WALT CA-00067 9 ER A. TILLIT"'P.E. 4 20-164 LORIDA U,.#44167 P.E. SEAL/SIGNATURE/DATE 5 SHEET 6 18 OF 20 i-ti f'• 3 15 1(�7 4 • GENERAL LIMIIATIONS AND CONDITIONS OF UE cFOR BEWHA Q> 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 pa.f. f _ _ 2.MAX.SHUTTER SPAN:Bfi" '1 3.ALLOWED MOUNTINGS:A,D,G&H ON SHEETS 6,7;AS WELL AS I IV 1 � MOUNTINGS M.O.T.U&W ON SHEETS 16&17. 0 ONLY CENTERMATES I&BOTH W/ 51 OR ARE ALLOWED WITH�1 44OR 5 AR ED IN A OR OPPOSING LAYOUT IN CASE OF OPP0O3SING C���>� OIR, 5 MUSi BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF i CH) 20 CE MA E E. &(A)HV WINDOW BLADE SHALL ONLY OF 5 TYP.EA. END • • • • • t •% la I 1.I • Q (3-0 HOLES)FOR®PER©DE AT SPACINGSOSHOWN�ONUSHEET 40PENINCS MAX. 5 WINDOWS OF MIN.CLEARANCE FIR TOP TOP OR BOTTOM EDGE OF HV WINDOW BLADE Q • OF ANY 3'0 HOLE FOR fA�SHALL BE 12'. ALLOWED AT 11V �i WINDOW BLADE t�gl ' E (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV `' WINDOW BLADE 1� • ,• ' Y 'V• • (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLD HV BLADEQI • 0 THROUGHOUT SHUTTER'S WIDTH. • � � • • • • j\ (E)CE AT'ETES SHAH ALWAYS BE INSTALLED AAIACENT TO A SOLID HV BLADE CAT'EITHER SIDE OF THEM. (F)POLYCAR13ONATE HV WINDOW®SHALL BE INSTALLED 50 THAT TABS FACE SCE END /n, /!i� THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW L44�MUST BE CONNECTION I _ • • • 2 ,,7 y 1 NNCLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROMO€D BY P59A, DETAILS ON SHEETSI __ 3W •••••111!l IIIJJJ OJ 10& EI HT. - ' (b;'ap 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEIGHT. I'_ BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES zTYP TYP 1 &2 ABOVE). Z ogn 7.SEE ANCHOR SPACING BLOCK FOR INSTALLATIONS 12 INTO POURED CONCRETE OR CONCRETE BLOCK WPd1 ON SHEETS 12&13 AS LIMITED BY - i SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GU55 SCHEDULE PER ASTM E-1996: :^,J(SEE PLAN FOR REQUIREMENTS) D H5" TYP TOP&BOTTOM W (1 )aag oa� WIND ZONE_ MINIMUM SEPARATION TD GLASS I'._. _.. _..._ ......_.. ..__.... _. ......__- -UNLIMITED WIOR1-.__,._.... .___._....,... _. ..__-_. ....._._....�.-� 1 THRU 3 1" ....._._ MIN.SMP RATON TO GLASS -� ELEVATION � < � 6.2s• -J EXISTING GLASS I-(SEE SCHEDULE ON SiEfT 11 FOR 8 fgD -__ ———— ( AND ON THIS SHELT FUR DIADF_6©&�A —_ ------ -- Z----------- --------,----------- --------------- �TYP. =SEE NOTE 4 ABOVE) _— TYP. SY1AM OIC®5 R CEERiMTE5 W/O 2 AND W/ (SEEM NOTE 4 ABOVE) PLAN TYPICAL 1I'l HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone g1111 )p/ ®2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC. `Yyli BERTHA HVTM OGEN '' •.��' Accordion Shutter System F77- �. 9 A9 e. L� m p ® FLV. BADE#I W/OR W/O KV. WNDOIN BLADE No,441 7 � _ * - American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP — TILLIT TESTING & ENGINEERING COMPANY STATE 0 :• Association, Inc. 1 DLD 17-107 /z/zDz DATE: 7/2/2020 63a5 N.N.36tN.St.,St..305,MRfRNIA GNOENS,FLORIDA 3316i P was:(305)571-1530.Fax:(305)571-1531 t Pal W Beach, Drive 2 DRAWING No .� e-mail:Elltoce®1.1-1- m West Palm Beach, FL 33407 3 20-164 �'�r�s•.ZOA10 z(`. CA-0006719 4 AL. G WALiT on L<LLI a:,P.E. 6 SHEET ��TTTnunmt P��. SEAL/SIGNATURE/DATE 6 19 OF 20 6"x 1 1/2X 0.035"mICKINSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES -12.000"Max. Min.ASTM A-653 GRADE 40 Min.G-60 GALV.STEEL METAL STUDS AT 16-O.C. INTO METAL STUD WALLS -- + --------- 2 1®6" D.C./ .475" GENE L IM QNS 1/4"p NOMINAL -AND CONDMON5 OF USE ALUMINUM SLEEVE 12 FOE EM6Q)HV BLADE ACCORDION SHUTTER 6063-T!5 ALLOY Q I 3/4"x "x 0-035'THICK Min.I" __(�J§ 1 4 JC C G 6 O.C.Ow. AL".STEEL TRACK CHANNEL r, a 6"D.C. SYEEM INSTALLATION TO METAL STUD WALLS TM EL AS A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUD, ------- SEPARATION TQ.GLASS SCHEDULE Z5.000, S #6.1/2,TER SCREWS ON /EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. L INTERIOR&EXTERIOR FACE •AS APPLICABLE 12. MAX. SHUTTER SPAN: 84" 14 WIND ZONE MINIMUM ASTM E-1996 SEPARATION EXISTING GLASS—1 MIN. SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. ]gLENGTH + V-1- TO GLASS TO GLASS (SEE SCHEDULE) 4, ENTERMATE 21 W1 —2(jq0 Z4"0 OX,3" BOLT MP.) ONLY HV LOCK ARE ALLOWED 1 THRU 3 PENETRATE WITH 2011 ARRANGED A SAETRICAL LAYOUT. MUST PENE E(�D 1 II u USE OF (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4',1 EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF AS APPLICABLE -1 I ­' —.050- CONT GALV S4.EL0i`RA0<T.1'1(AN1,, 1 373" ASTM A-653 GRADE 40 Mi..G-60 CENTERMATE. CALVAN ZED FASTENED TO STUDS W/(2) f6w1/2"TEK SCREWS ON JC` (4 INTERIOR&EXTERIOR FACE 1 T_ .0 6-D.C. a 6"O.C. 1/4"0-20 THREADS 0'ti BLADE SLACK DETAIL HVIF IS ALSO VALID FOR 43 -1, ELCO CONSTRUCTION 1/2^ CENTERMATE -1 12 FAD (BAPPLICATION WITH BLADE(D PRODUCTS --LOK HD G"x I 1/2'x 0.035�THICK VARIff'.. Min.ASIM A-653 GRADE 40 ® 6" D.C. Min.G-60 GALV.STEEL M COMPONENTS METAL STUDS AT 16'D.C. WALL HEADER/SILL INSTALLATION EXISTING RNISHI AS APPLICABLE TOP&BOTTOM) SCALE: 318"= 1" 1 3/4".6 1/4"x 0.035'THICK Min. G -z——————EXISTING CLASS GALV.STEEL TRACK CHANNEL, /ASTM A-653 GRADE 40 Min.G-60 !:'z 5YMME—TRYCAL GALVANIZED FASTENED TO STUDS 5_YMMEMMAL Jc 431 W/(2)#6xi/2"TEK SCREWS ON 4 INTERIOR&EXTERIOR FACE I-CENTERIVIATES�W CENTERMATES WZ EXTERIOR ACCESS ;;::INTERIOR ACCESS ----------- ----------- L I -—-------- _b klypj- t r IN 6"Min.) C4) ----------- ------------------- ------------—----------------- ------ -----—---------- ------ -------------------- ---------------------- �2 ---------------------------- '. 012 < --------- y --- —------- ---- ------------------- ----------------------------- -------------- ---- —----------------- "(2)4 �2 21— 1(2��1 201 LOCATED(�2�1 rp. 02 L HV HE LL ENDS 3 r'M. VIEW Y 1- 3 1/4'(Typ.)-- (2 SIDE CONNECTION TO TRACK (Cont.) ____76 1/2"(Typ.)-------- 70F�� F 7 6 1/2"MAX.SLACK BYR BLADE SLACK DEJALL,�VF BVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 'till% 02020 TILTECO,INC. 02020 EASTERN mErAL SUPPLY, INC. \r BERTHAHVTM " S -T-c A.&SAN Accordion Shutter System EA �P"s Z7TiL E N0.44 6 KV. BADE#1 W1 OR W/O H.V.WINDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems IEV,11 DESCRIPTION DATE DRAWN BY. M.P Association, Inc. I OLD 17-107 7/2/202C DATE- 7/2/2020 055 N.W.351h.St,St..305.'ARGINIA GAROIENS,FLORIDk=6( STATE )F S Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive "ZORI, e-mail:Ultecogool.com West Palm Beach, FL 33407 3 —DRAWING No CA-0006719 WALTER A.TILU`T J,P.E. 4 20-164 "N' 10NA1 FLORIDA tic.#44167 5 11111IIIIIH,11,jilsg.' SEAL/SIGNATURE/DATE, SHEET 6 20 OF ZO