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HomeMy WebLinkAboutComplete Bertha Accordion Engineering 1/27/2021 Florida Building Code Online FLOPIOA OVAPTMUNT OF 6L26 ,alf Business & Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search b'pr � Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 7• �ICE OF THE FL# FL1850-R13 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (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 the Walter A.Tillit,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 FL1850 R13 COI H.V.ACCORDION CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 1/3 1/27/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion- protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 3 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level"D". Max span is 12'-7"for 35 psf positive ASD load and 13'-0"for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADEI 2 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HVI blade w/o window blade for conditions indicated on schedule #1,sheet 12.And 12'-3"for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter- Blade 1 Only (HVHZ)- https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 2/3 1/27/2021 Florida Building Code Online Drwg# 17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large missile level"D". Max.span is 16'-0"and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade,8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0" for 110 psf.for HVI and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® IJ Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 3/3 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 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. AREA 1: HV BLADES I & AA 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 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 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 % INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS IyS>II USED IN THEIR ANALYSIS. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS'BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 CODE AS PER ATL REPORTS: -HY BLADE (D #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06 #0609.01-10 AND #0210,01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AREA 2• HV BLADE (17 AND HV WINDOW BLADE 1�A & #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 1A #0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. WHERE APPLICABLE TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE (1)AND HV WINDOW BLADE 1 A ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 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 # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED 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 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL, MAXIMUM SPAN TABLES SHEET 11 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 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE (D : 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE Q & 0 WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 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 #5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 EASTERN 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE 1nA ONLY 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 SHEET 19 HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ATACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE C1� ONLY 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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 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; 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.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (c) 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 (High Veiocity Hurricane Zone 02020 TILTECO, INC 0 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ��1 1.. .. . ,I �� �• ... J PX ' E� `' J A.S.S.A. y ' �' 1L E � � �IIycAccordion Shutter S stem H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE • IV(). 44 67 - ` --r` American Shutter Systel' s REV.No DESCRIPTION DATE DRAWN BY: M.P IV TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 1/6/2020 DATE: 7/6/2020 6355 N.W.� 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331V• S�tATE OF �• Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 DRAWING No -O'• o e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 o Ft o R P '•• wALTER A.000671 TILLIT 9r. P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 j 20-169 ON' '• ; �`'5&L/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 0 6 1 OF 20 1 y 3'0 FOR WINDOW BLADE QA e c VARIES 1 918" 1.491" o 1.200" o o`�sA. o 0 Mox. N �.2 '° 0.454" 0 09 N 9 O.D.) Io r 4.371" 1 $s4 4.385 �gti Ga�S� 4.857" _ _ 4.999" ; a HV 90'/180' STARTER O HV SOLID BLADE OHV UNIVERSAL FLOATER ' J�`° QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE O ® HV DIRECT MOUNT HV BLADE(a) 1 A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE .37 " 0 *SEE LIMITATIONS OF USE OF BLADE SQ ON SHEET 19 6063-T6 ALLOY AND TEMPER •124" 6063-T6 ALLOY AND TEMPER 3.226" _ 1.500" _, a 0 .085" a��, 670" h� 2.670" 3.556" n (IYP.) I ^ 994" .67 1.000" N .670" 2.226" ] o M 072 ry a 842 op �� o M LO O � c 4.897 N to Nn .815" .092"fo 1R e 4.436" 12 "_ N 1.375" ------------------------- O7 HV ADJ. A APD TER Wf LIP 0.072" _ 3 226" 0.072" QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK .920 - �J BLADE 1� QUALIFIED FOR USE W/ HV 90 HV TRENCH TRACK 55" -1750" ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE(D ONLY. HV RAINGUARD BLADE( - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ``' VARIES 1.936" BLADE n1 1.915" o VARIES 1.936" 6063-T6 ALLOY AND TEMPER Max. ax. 0 1.917" 00 o m 083" n 0 083" 083" 083" p .093 093" o (o .125" .100" 0 .060" o o `, a .093" 093 o i. O1 '? aD .060" .060" .060" o tel 670 Qai oND p �i Z,q 670' 1.686" 670' 3.529" g2 0 3.520" 670 3.520" s" 11 HV CEILING HEADER 1� HV HEADS SILL 13 HD CEILING HEADERISIL UABLADE(T)ONLY, L _ 3.n1l52 QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE, QUA 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE O 14 HD WALL HEADERZSILL SEE SECTIONS FOR VALIDIT� SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE D ONLY. 6063-T6 ALLOY AND TEMPER X T1 COMPONENT A 6 T1 T2 X Y t r MIN. XMRYMRt y 2" 2" 0.125" 1" 1" 0.062" 17 2" 5" MAX. t04 3" 3" 0.090" 18 2" 5" MAX. 0.192" 0,192" 16 SIDE ANGLES X QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,s 2.5" 7" MAX. 0.190" 0,190" CORNER POSTS BLADE 0 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. SA 2" 5" MAX. 0.139" 0.131" BLADE O 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM T ' E 8, . ��''' I L E C N A.S .S.A. Accordion Shutter System H.V. 13lADE #1 W/ OR W/0 H.V. WINDOW RADE • No. 4 167 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY 7-2 -W, Association, Inc. 1 OLD 17-12z /6/202 DATE: 7/6/2020 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316STAT OF 4268 West Roads Drive 2 Phone (3O5)871-1530 Fax (305)871-t531 DRAWING No e-mail: tilteco®aol.com West Palm Beach, FL 334073 /c� CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 20-� 69 nC/ 0O ` / WALTER A. TILL Jr. P.E. �`SS' oAi, \�. MEAL SIGNATURE DATE FLORIDA Lic. 44167 5 Z SHEET OF 20 ill f Y \\\ 4.660" .929" 1/4"-20x1 1/4"-20 DIE CAST 4.576" .745" 2.293' FLAT HEAD THREADED HOUSING ENAMEL 1/4"-20- 2 293 1�.334" S.S.M.S. BAKED PAINTED 745" o O - a (2 TYP) o THREADED [-DIE CAST ENAMEL 00 h fd Sqp" Q �5� o $ rn -- ib BAKED PAINTED r/�� p of , kBRISSm ? -- EGRESS TURN Qa 10 00KNOB. 00N N O6 .062" M O^ `° `� `� o .875"01.325' N oo � - 318YLINDER BRASS CYLINDER 0 LO & KEYS (CHROME (CHROME PLATED) 454"0o.) i p ^ PLATED) 21 HV CENTERMATE 'S. 1 ps;� 1.325 ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1 & 1A ONLY 22 IIV FLOATING C R A m�°�� moo' L ^, 3.023" _ _ .875" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 1 )& 1A ONLY BLADE 10& ® ONLY. BLADE 10& ® ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE Q ALIFIED FOR USE W/ HV BLADE O1 ONLY 2so" O.D. 518" 2.874" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 518" MOLDED TO - N756" 22" 2 " r m 00 N 4.045" SCREW r 2.079" Z75 " o - o ,ri - .360° AFTER RIVETING o ,? �, .825' �� BEFORE RIVETING C14 N ^ n 1/4 g-20 x 3/4 „� Q M S.S. THUMBSCREW /4 >�-20 RiVNUT* p N `'��• �o rnSERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN �, SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL 2.750' I 2.750' J ■ .822"PIAN • FRDNT ELEVATION HV �+IALE "T" LOCK CENTERMATE 4.5 CHERRY TExrORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. HV "T" LOCK HV ALTERNATIVE LOCK 0207 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE OONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY BLADE 1 ONLY QUALIFIED FOR USE Wj HV BLADEOONLY 6063-T6 ALLOY AND TEMPERR'' w/HV BLADE ONLY. 6063—T6 ALLOY AND TEMPER 1.917 1.917" 3.161 + I o .0 3" — 00 + - co 432 a i CYLINDER THUMBTUOR43 1.030 KEY CYLINDER 063" 063" 062" 62" .214' 214" 00 cN' N co r u7 a �. Co Co r o T x- i7 ifl N 0.875" Min. Co N to N N Or° o ut°i 1 .125" Max. O • ,405 0a n O fl N 07 31 HD CENTERMATE W/ NO LOCKING ROD ® HD CENTERMATE W LOCKING 0 `o 0 ❑ `o I� QUALIFIED FOR USE W/ HV BLADE & �1 Py QUALIFIED FOR USE W/ HV BLADE & 1 A , 804- 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER HD CENTERMATE INSERT 0 QUALIFIED FOR USE W/ HV BLADE 1O& 1OA VARIES, 12" MIN. 1 130" 6063-T6 ALLOY AND TEMPER THUMBTURN 1/4" 0-20 S.S. OR 3/8'e-16 tlf2" CYLINDER ACETAL THUMBSCREWS. 00 OR KEY (SEE DETAILS) CYLINDER jL15in. "15. 1.78" Max. o 1/¢"° HD LOCK ® LOCKING RODD 375"0 � ® " VERIES HV 1 f4„ 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1 HV 3f8 0-16 ACETAL QUALIFIED FOR USE W/ HV BLADE 1 &6063—T6 ALLOY AND TEMPER THUMBSCREWS S.S. THUMBSCREWS Q � QUALIFIED FOR USE W/ HV BLADE 1� 55 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE(1 DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE High Velocity Hurricane Zone) ERN AL ' '`�# f'' ©2020 TILTECO, INC. BERTTHA HVTM� Y, INC. '��cEni �.��'- A. S.S .A. Accordion Shutter System LE � � !NC. H.V. BLADE #1 W/ OR W/O H.V. WINDOW BI.,ADE N0. 44 6 _ American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY /6/2020 DATE: 7/6/2020 • � ��/"� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316' Association, Inc. t OLD 17-122 STATE 4268 West Roads Drive 2 F Phone : (305)871-1530 . Fax : (305)871-1531 DRAWING No West Palm Beach, FL 33407 e—mail: tilteco®aol.com 3 �wo •,,•F(� ` P ��``�� CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 20— 69 WALTER A. TILLIT Jr. P.E. 5 SHEET FLORIDA Lic. # 44167 NX• F � '°`SEAL/SIGNATURE/DATE 6 3 OF 20