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HomeMy WebLinkAboutAPPROVED Complete 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 SHUTTER ASSEMBLY SCHEDULE FOR HV (L HV 41 3/8-0 12» M�tLo�kRCE Q HV BLADE 1 4p 38 I TO BLADE!T P 0625" I E GE 1A .1875" i 3 I// HV WINDOW BLADE .0625' .0625EXTERIOR " .0625" ® HV BLADE 1 A i i SECTION X—X ® ' f - N.T.S. HV LONG RECESSED NYLON BUSHING j i 'i—fo BLADE'S "0 OPENIN 1875" Y IT IT. M KNUCKLE .0625'-- ® HV SHORT RECESSED NYLON BUSHING 39 I ® HV NYLON HAT WASHER (DOR `N w FLAT PORTION R1.7[50� I ® I BLA -7:ERIOR / // 3750" ji ® HV WHEEL CARRIAGE AISI 302-303 SERIES I N 4y 40 I M x //�2.8750" X 0.870"x3/16" THICK NYLON WHEEL. 43 ! I : �3 = i +- I 44 / i a 2 7/8" MIN. I HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS »0 SEPARATION I 03.00 " �Lt BETWEEN Y .0625" -o3.7500" _ 11 0625» ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i OPEN NGS I� I ± 5 3/4" SECTION Y-Y 4 7 0 ON CENTERS N.T.s. ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * o •- 2 1/4" ExTERioRDEOLEVAnaN I ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 41 7� A r ` ' i BECLEAR TWEEN N.T.S , T S TYPICAL HV WINDOW BLADE `I AND POLYCARBONATE HV WINDOW DETAIL 3 OR ® ® or {�' I N.T.S. I (SEE NOTE FOR - 1 REQUIREMENTS) O OR @ 1I * POLYCARBONATE IMPACT RESISTANT_HV WINDOW BAY y I RESENS,MUVR�TABIL ZED GRADE OR POLYCARBONATE AB C eY I 112" MIN. CL CE NV PIN REQUIREMENT AT EXTERIOR BLADE KNUCKLE FOR Y ; TO BLADE BC Tr M INNOVATIVE PLASTIC LEXAN 103 RESIN NN V V a I L (SEE NOTE "F" ON SHEET 19) �Q� 1QOR ® i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 38 N W of BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR 38 ! POLYCARBONATE SOURCES FOR 4 I HV 1) BLADE. I EXTERIOR APPLICABLE RESULT TYPICAL SHUTTER ASSEMBLY TYPICAL PROPERTIES N.T.S. HV PIN 42 OR 43 AT STANDARD �/30"M PLAffnc (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY SUM MWATME AT REFERENCE EXTERIOR _ � ucAt#XFAow 3101 ,Ex,w,w EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O 00.324" BLADE'S KNUCKLE. PHYSICAL• — (SEE NOTE * FOR SPECIFIC GRAVITY ASTM D792 0.043 Ib/in' 0.043 lb/in' BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. 0 MECHANICA 4 � ® J REQUIREMENTS) TENSILE YIELD STRENGTH ASTM D636 9.400 p.s.i. 9,500 p.s.i. " TYP FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 p.s.i. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16 THICK S.S. WASHER m {f 5 I i FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 p.s.i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, =-8� g� ( ! >M SHEET NOTCHED IZOD ASTM D256 18 Fr—lb/in 17 FT—lb/in FIRE BURNING CHARACTERISTICS- WHEEL CARRIAGE DETAIL SMOKE DENSITY ASTM D2843 47.2 S 64.5 % MAX N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS N.T.S. SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING; A51M G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. 1 H V BLADE SOLID & HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 p.S.i. N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \`o`e�l��allNlllltrrt ©2020 TILTECO, INC ©2020 EASTERN METAL SUPPLY, INC. T/4 ��''''% BERTHA HVTM DER A: /T `'���y'Q� •�.�G EN I L E N Q. A. Accordion Shutter System ? H.V. BLADE #1 W/ OR W/0 H.V. WI�<DO'VY BLADE 1 No. 441,17 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 ASSOciation, Inc. 1 OLD 17-122 //6/2020 DATE: 7/6/2020 -4 STATE 0 ��� Phone (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 ` e-mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING No -4 ••'•�� CA-0006719 Phone: 800 432-2204 . Fax: 561 209-8380 3 �s •, o�'O ♦ WALTER A. TILLIT Jr. P.E. ( ( 4 20-169 ML. Q�� •��\ye SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET olkw ►rluulut 6 4 OF 20 31 + ® aR * NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDRION #1: ONE HV LOCK ® or © SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or q5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. * FLOOR/CEILING I INS, TWO HV LOCKS 4 OR q5) OR ONE HV LOCK OR W/ TWO O aR®oR —_ ® LOCKING RODS AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. 18�,{�p• v v I HV LOCK ® OR ® SHALL BE ATTACHED TO ®1 OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER 23 MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL - F SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. V � V V + D8-HV8 , 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV H -H LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES II o * OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. z 2�5 0 9O o I 4 oR OR ® f�4°R © LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. m tv � v:�=Y r iuj V <0 4. a a'' TT #2 IS USED W4= H.V. LOCKS): LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY o �WzN o BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE wN h4" t _._..� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). uWi zo HDC-HVC >Q 3 5. MANDATORY CONDI110N J2: ONE HV LOCK ® or ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN F zda "cocxi ,ix AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or © SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �Z 5 � ��S ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS O G3> AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 °_ _ �°��Z NZv MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. H D�Q Hy_VQ_ =g o a HDD-HVD 1 6 V Zm.,� NP3 • ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 0 or 0 FOR ANY SPAN AND 'mox IN STA LATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT Ifs v N® OF 1/4"0-20x3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDI110N #3 FOR KEYSTONE MOUNTING INST I I ATIONS• ONE HV LOCK ® or ® or ® SHALL BE SEE END - USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION DETAILS ON J K M TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR D F E H I L P Q R V W X SHEETS 10 & OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. 15 HEIGHT. 5r TYP. FULL it * M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® w/ ® H i OF CORNER OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. - ".UNITED WIDniCENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES- OR OR®+ ]�OR®oR 1 0 + 1 3 OR 1. SECOND ALTERNATE TO MANDATORY CONDITION #1 VALID ONLY FOR HV -r' LOCK M AND CENTERMATES ��Q_ OO O O I ONE ALTERNATE HV "T" LOCK ® MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND O + 5 OR 7 + 3 O oR 7 + OR INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT O+O + O O OF LOCK ® INCLUDES USING REINFORCING LOCKER © , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 6 7 oR 6 + 7 + 1 O OR CONNECTED TO CENTERMATES ® AND ®9 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" O+ OR 3 + flog®+ OoR WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND RFI QW MIDSPAN_ USIF OF TWO I OCKING RODS I:QP AND F4=M IS MANDATQ13Y ®+ OR 9 + OR g +OaROaR�+® *NOTES ON HD LOCKS & CENTERMATES•, IN LIEU TYPICAL 1 H V BLADE SHUTTER ELEVATION HV LOCKS 2 OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION•ALTERNATE HD LOCKA®YBE MAYEBE USED OF N.T.S. AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO © IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ©AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS © IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High Veiocity Hurricane one �otjllli11 110rj6 ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA H VTM X� • �,�� F `'�',"'�; Accordion Shutter System L E Q N C. H.V. BLADE #1 W/ OR W/O H.V. WINDOW SLAM No. 44 = J�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P � 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316C Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 'd• STATE F Phone (305)871-1530 . Fox : (305)871-1531 4268 West Roads Drive 2 Z�'p•• ''/ w e—mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING NO 1" Qom,., �O i .Q. •• �_I� ,�. CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 ice/ �(+'•• WALTER A. TILLIT Jr. P.E. 4 20- 109 o�ti EA FLORIDA Lic. ! 44167 s SHEET 6 5 OF 20 .rfil4{ POURED CONCRETE POURED POURED OR CONCRETE BLOCK CONCRETE CONCRETE REQUIRED REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE 1/CHINE SCREWS S.S. CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULES OON MACHINE S20REWS (SEE SCHEDULE ON SHEET 13) SHEET 13) �' SHEETS 13 & 14A) NUTS ® 12" O.C. 1" 1 1., ----- 0. OR 14 -Min. 1/4"O-2Ox3/4" S.S. Min. OR 1$ EQ;7! MACHINE SCREWS _-- EQ EQ rt 1 2" USING 1/4"-20 NUTS /2., J � ® 12" O.C. 1/ E. D. f-.250" Max. -- -- '� L13 OR 15 13 OR 15 I E. D N D. -- O .250„ 04 i j 250" Max. D.* I \ 1 1 I I Max. OPTIONAL OPTIONAL MIN. SEPARAT10N i TO GLASS (SEE MIN. SEPARATION SCHEDULE ON SHEET '� i i i i i TO GLASS 11 FOR BLADE 1QAND I I r 1 OR �♦ ' ' i (SEE SCHEDULE ON EXISTING ON SHEET 19 FOR i ' I i MIN. SEPARATION i Dj i i EXISTING SHEET 1 1) GLASS - BLADESO& � i i i l i i TO GLASS I 1 GLASS r` —(SEE SCHEDULE ON- EXISTING I SHEET 1 1) GLASS © DA HV WALL HEADER INSTALLATIONHV WALL HEADER INSTALLATION- © HV WALL HEADER INSTALLATION EXISTING EXIGSLTAISS—I I GLASS i I ' MIN. SEPARATION r�i r' I MIN. SEPARATION i i � � ♦ i i I i i ' TO GLASS (SEE l i l i 1 OR i , I i t 1 EXISTING ' TO GLASS SCHEDULE ON SHEET i i i I i GLASS- (SEE SCHEDULE ON F 11 FOR BLADE 1OAND r� rlr i MIN. SEPARATION i i i I SHEET 11) ON SHEET 19 FOR i i i i x TO GLASS In�i Ir�i �I BLADESO& (9 ' ' ' i (SEE SCHEDULE ON OPTIONAL * i SHEET 1 1) i D* i�_ 1 I N 11 II / \ I 1 Max. 'I iI i iI 1/4" Max. g$E11OPTIONAL �1 i' I :'J- 13ORE. D.* 1�1IID.* \ - -- 19 r --- --- 1 TEQ `----- 1?:OR 14 r - 1/4"0-200/4" S.S.-EQ EQ PHILLIPS TRUSS HEAD1 7 OR 1$ MACHINE SCREWS USING CONCRETE ANCHORS "0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS -CONCRETE ANCHORS 1" 1/4"-20 NUTS ® 12" O.C. — (SEE SCHEDULES ON (SEE SCHEDULES ON Min. POURED CONCRETE SHEETS 13 & 14A W/ 1/4"-20 NUTS ® 12" O.C. POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCKOR CONCRETE ) WALL REQUIRED LOCK CONCRETE ANCHORS REQUIRED �D HV WALL SILL INSTALLATION POURED CONCRETE (SEE EETSCHEDU 14A)N HV WALL SILL INSTALLATION 13 &OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF -:ECTIONS: INSTALLATION DETAILS W 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE LIMITATIONS OF USE FOR - 2- MOUNTING SECTIONS CAN BE COMBINED BLADE 1A ON SHEET 19 1.: H V B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE High veloci!X Hurricane Zone) i ©2020 TILTECO, INC ©2020 EASTERN METAL SUPPLY, INC. � ii i1i+a1,,U�sii ' T� BERTHA HV TM �'?' ���EN F• '. '' ! L E C ,M A.S.S.A. Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE 1 No. 4416 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,Ne DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331�. Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 Z-O•'• STATE OF Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING NO F�ORI CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 20-169 rt WALTER A. TILLff Jr. P.E. 4 d ws''�!s`S�ONA .� �rti���`SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET �� 6 6 OF 20 II1111 POURED CONCRETE ANCHORS I , I CONCRETE — (SEE SCHEDULE ON SHEET 13) MIN. sEPARAnoN : I I TO GLASS (SEErh: 1 r�1 OR ® p REQUIRED SCHEDULE ON SHEET I MIN.SEPARATON I 1 EDGE OF 11 FOR BLADE(1AND 1 - i 1 rn SLAB IF ON SHEET 19 FORi i f`(SEE 9 GLASS ON— , D. APPLICABLE EXISTING �� 10&(9 1 SHEET 11) i ¢ i i MIN. SEPARATION i 1 I \ EXISTING 1 TO GLASS m I GLASS I I I I _�iI`(SEE SCHEDULE ON ALTERNATE I i 1 1 GLASS I I a I I SHEET 11) E E ' ANCHOR #10x3/4" HEX I \ , I 1 X I " WASHER HEAD I l i l ', 1 1 I I I I LOCATION I I I I I I , I i I I I TEK SCREWS ® I 1 9 I OR 1 3 OR 3/8 MIN. 12" O.C. j 1 1 I I EXISTING) II II j +C� 3/8 MI —CONCRETE ANCHORS , GLASS WRAPPLICABLE 7 i (SEE SCHEDULE ON I 8SHEET 13)XISTING i II II I' 11 I i I E E DGE OF GLASS--� i EDGE OF—� / III 1„ EDGE OF I SLAB IEDGE OF SF IAB IF SLAB IF 1 I 1 2MIN. SEPARAnON I I APPLICABLE SLAB IF APPLICABLEE.Q. E.Q.�T�ON r + I APPLICABLE 11 FOR BLADE 1OAND I LI-1i ♦ POURED—' POUREDON SHEET 19 FORCONCRETE BLADES 1Q&�g1 i i i i � �R ® CONCRETE I E. D.* I REQUIRED E. D.' E. D.* REQUIRED ! FLAT HEAD CONCRETE ANCHORS P — -'. FLAT HEAD CONCRETE ANCHORS L(SEE SCHEDULE ON SHEET 14) ROEQ RED (SEE SCHEDULE ON SHEET 14) © HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t THY WALK—OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER I i C.- E SCHEDULE #4, SHEET 11 MIN.�S ON r I CONCRETE ANCHORS SCHEDULE ON `�'- r (SEE SCHEDULES ON TING �— , ,. 1 1EXISTING i sHEEr 11) I AS MIN. SEPARATION , ' I I SHEETS 14 & 14A) GLASS ri TO GLASS I EXISTING EXISTING�ptj` i (SEE SCHEDULE ON I r�1 ri IGLgS GLAS" MIN. SEPARATION1 IS� MIN. SEPARATION ITo cuss I SHEET 1 1) I I I TO GLASS I I 1 i j- (SEE SCHEDU 11 1/4"0 ITW BUILDER TAPCON W/ ON SHEET 11) 1 (SEE SCHEDULE 0 I 1 I I � 1/4" 1 1 I , 1 I ADVANCED 7HREADFORM O SHEET 11) 1 1 1 TECHNOLOGY OR 1/4'0 POWERS1/4"MAX. I I 1 r,1 FASTENERS TAPPER+ ANCHORS W1 i i 1 3/4" MIN. EMBEDMENT 0 6- MAX. wOR1S I I10x3/4" HEX i I i O.C. FOR UP TO 6'-0" SPAN ANDMIN 11 WASHER HEAD I 1 1 4" O.C. FOR SPANS LARGER THAN1 8 TEK SCREWS j1 6'-0" UP To 8'-0" MAX. APPLY #14x3/4" HEX HEAD ® 12" O.C. 11 11 I I 1 SEALANT AT EVERY FASTENER HEAD _ _ i�— 1 1 1 I 1 (TIP.) (SEE NOTE tt ON SHEET 11 TEK SCREWS ® 9" O.C. s � •�/ � � 1 1 17 L �/ / 1 8,. +`' FOR UMTTAnONS) 3/8'OR 1/4'0-20 S.S. M.S. CONCRETE ANCHORS � +O #14x3 4' S.D.S.W/ NUT ® 9" O.C. (SEE SCHEDULE ON �, 1 0 9" 0. C. i11/4 iI SEALANTMAX. SHEET 14) c, -- - Max.----- 4P--- 17 OR 8 1/2,. 1„ 1. I e': I' 1/4"SD-20x3/4" SS MS 1 /8" 1 7 8" .• USING O/C"0-20 NUTS / r CONCRETE ANCHORS SEE NOTE 13(b) #14x3/4" F.H. S.D.S. 1 I; D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 09" O.C. EXISTING NON STRUCTURAL .D. OR CONCRETE BLOCK SHEETS 13 & 14A) -SEE NOTE 13(b) _a 2.00" MIN. :'= -WALL TRIM (DECORATIVE REQUIRED POURED CONCRETE ON SHEET 1 1::' E.D. SILL) OPTIONAL POURED EDGE OF OR CONCRETE BLOCK MIN. :. CONCRETE SLAB IF O HV LL F R INSTALLATION REQUIRED ^.b ;, POURED CONCRETE REQUIRED APPLICABLE REQUIRED OJ HV RAINGUARD INSTALLATION t © HV WALL WALK—OVER INSTALLATION NOTE; 0 KEYSTONE MOUNTING INSTALLATION ATE FOR COMB N OF S TION: MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 psf INATIOEC * E. D. = EDGE DISTANCE t THIS INSTALLATION SHALL BE MAXIMUM SHUTTER SPAN 8'-0' 1- SEE SHEET 4 FOR TYPICAL SHUTTER REMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS W I. H V BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT BLADE 1A ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) . N . .. o i L E C I M A.S.S.A. Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE No. 4416 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems R�V.Nc DESCRIPTION DATE DRAWN BY: M.P t 0 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 Phone 305 871-1530 . Fax 4268 West Roads Drive s -o'• STATE F ( ) : (305)871-1531 2 a-mail: tilteco®a DRAWING Nool.com West Palm Beach, FL 33407 3 �i Q C ft CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 20-1 fig �� �F'• WALTER A. TILLIT Jr. P.E. 4 s`S/ONA 'E ��\SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET e, 6 7 OF 20 SEE END WALLO ON SHEETS 10 & 18 4C SEE NOTES ON LOCKING RODS 5 , HV LOCKS D or 2® EXISTING GLASS INSTALLATIONS W/ r HV ** AND ALTERNATE HV LOCK ® ON SHEET 5. BLADE W HV CENTERMATES W BLADE SLACK DETAIL HVF VALID FOR ALL © ® CENTERMATES APPLICATION WITH BLAOEQi OR OR 6CO+O OR OR + OR OR O © 0 © © SEE END WALL CONNECTION 10 + 15 OR + 3 oR 1 + 1 aR EXISTING GLASS DETAILS ON SHEETS 10 & 18 ' © o oaR© o ® _ � + + OR- �J O+ ®OR(9+®-®+ @°R — — — — — — — — — — — — — — — — — — — — — — — — — 2"x2"x1/8"x0'-2"4 O+O O+O O O O 3 1/4 + — (6063—T6 ALLOY) ALUM. $ $ 9 3 OR @ g + rj OR g _ 7" s 1/2" 7" ANGLE W/(2) 1/4"0 TAPCON O P P O S I N G ANCHORS TO CONCRETE '/2» °R©+ SYM M ETRYCAL (TOP/BOTTOM) & CENTERMATES CENTERMATES (4)#10x1/2" S.M.S. TO TUBE I #10x3/4" S.M.S_ ® 12" �ll�f HV LOCK 4 Or S MIN. SEPARATION AT EACH ANGLE. (TYP) O.C. FULL LENGHT. W HV LOCK Or TO GLASS 5 \ OR * 3 5 * 3 * Z (SEESHEETD 1)E ON IN I N 5 — O so. `. -- -+ O ' I R OR C) I I OR - I i ©OR®OR©+OOR®OR'0 OR O J+ Y''�� OUT 't7 OR OR iJ^'Y�+• 10 + '1 5 OR Q @OR Q ®OR H VA H V B ©OR OR© O ® t o Q �f H V C POURED O O © O O & r + OR oR + OR r CONCRETEOBLOCK EWALL OR � 6 � �$ R � ) 'I� — EXISTING GLASS EXISTING+ OR Q+ @OR®+ @OR (— — — — — — — — — — — — — — — — — ,o + v OR �+ �oR�+©oR — — — — — REQU :ED — GLASS SYMMETRICAL * I N ®+o + &RR +Q+®OR F — `®+ ®OR O+OoR 9 +@ORO EXISTING j CENTERMATES + MIN. SEPARATION — — — — — — — — — —I GLASS * © ®OR Q+ ®OR®+@OR TO GLASS C OR©+® �+ W HV LOCK G OPTIONAL (SEE SCHEDULE ON MIN. ® ®* (INTERIOR) ®+ OR Q OR 9 OR SHEET SHEET 12) SEPARATION OR TO GLASS _ (SEE SCHEDULE OPTIONAL °R©+® -_ -_JON SHEET 11) FIN (INTERIOR) -—-—- —-— ^I OUT -- ------- ---------- � AEDaM CONCRETE' C VARI+S / ANCHORS ----- --- ----c * J 1 1 /—�` ANCHORS �. C. OR @ 2 �R OR 3 VARIES OR > �, [L OR OUT 6 1/2" MAX. SLACK (EXTERIOR) H V E H V F** ~ H V D FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ����iillllli 1101/,� ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BEF�THA HVTM I L E C N c. Accordion Shutter System A.S.S .A.■ ■ ■ H.V. BLADE 1 W OR W 0 H V. • No. 44 6 # / / WNDOW MADE • = TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P Z6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316C Association, Inc. 1 OLD 17-122 •/fi/2020 DATE: 7/6/2020 -o'• STATE F Phone : 305 871-1530 . Fax 4268 west Roads Drive ( ) : (305)871-1531 2 r�O• "C+<�R` 4 \��� a—mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING NO CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 WALTER A. TILUT Jr. - 69 �\ SEAL/SIGNATURE/DATE FLORIDAFLORDA Lc. # 44167E 5 2 SHEET �� �, LEL 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 07 Wf (I HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION 1 HV BLADE U T 90' I N /)-EXISTING GLASS * BLADE 1D SLACK DETAIL HVF, INDICATED ON SHEET 8, W HD C E N T E R M AT E S f ©°R®°RO+O I— O AS WELL AS UNIVERSAL FLOATING BLADE®DETAIL HDD-HVD , 7 ox $ a+1 Q + 3 ae INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNAi- Q+®ai©+@on©+®IR INSTALLATION DETAIL HVG r•:'+ : IN THIS SHEET. SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 2'x2•x1 8'x0'-2 (6063-T6 ALLOY)ALUM. _ ANGLE W/(z) 1/4.0 TAPCON °R©+® (OPTIONAL) p 35 ANCHORS TO CONCRETE 5/a' I * ,,��--4;;��}-y�c (TOP/BoTrOM) & I L-———————————————————— ———————————————————— ) (OPTIONAL) —— ———— ——————————————— — —— —— (4)$10x1/2' S.M.S. TO TUBE i .!-�f10x3/4" S.M.S. ® 12" {4) H.V. {����) AT EACH ANGLE. (TP) I O.C. FULL LENGHT. * I N (4) H.V. I N 3 'i ! 30 HV "T" PINS (TYP-) PINS (TYP.) MINT GLASS 5 3 LOCK (INSIDE) a s ' 6 1/2' 4 6 ' (SEE SCHEDULE — — ON SHEET 1) I 1 -- --- - - ----- -------- ----- - - --- ---- ----- - --- + - ----- F 1 ,• 5 - 28 2 1/2. 2' LJ 2' 1/ 1 1 F (D5 OUT 31 OR 32 3 31 oR 32 %FOR 32 31 OR 32 * f 1/4" 0-20 x 1 1/2" S.S.M.S. (OPTIONAL) SEE NOTE 6 FOR ET 5.LOCK 3 W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL) B—HVB �UT HDC—HVC "r" LOCK, ON SHEEP *t30 HV "T" LOCK (OUTSIDE) -� 26 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES SERIES 9444 ALUMINUM HVG* W/ LOCK (EXTERIOR) W/ at LOCK •(INTERIOR) (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # AS MANUFACTURED BY AVDEL DEL CHERRY 1 O +TEXTO 07054 O PEQUAL.ENY, NEW JERSEY O+O +© O O 07054 OR EQUAL. 6 7 ors 6 + + or+ 1) * SEE NOTES ON LOCKING RODS 3® & HD 3� LOCKS ON SHEET 5 UNNERSAL FLOATING BLADE©DETAIL HDD-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1Q HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ©2020 TILTECO, INC ©2020 EASTERN METAL SUPPLY, INC. ,,�,.•'� P'• � %, BERTHA H VTM ��EN F ''; Accordion Shutter System TILIEC0111H A.S.S .A. S S .A. H.V. BLADE #1 W/ OR W/0 H.V. WNDOW BLADE No. 44 6 American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.P * _ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316. Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 STATE F Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 F F e e—mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING NO 3 20-169 �s�� �.'•, 40RI ��� CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 ,, �(1 '• .., `0� WALTER A. TILLIT Jr. P.E. 4 SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 9 OF 20 6 POURED CONCRETE OR POURED CONCRETE _ POURED CONCRETE POURED CONCRETE A - CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED F BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 2" MIN EXISTING GLASS ® 16" O.C. _ _ MIN. SEPARATION — — — — 2" MIN. MIN SEPARATION TO GLASS (SEE 1" — SCHEDULE ON SHEET MIN. SEPARATION M EQ I I EQ TO GLASS (SEE 11 FOR BLADE RAND TO GLASS (SEE MIN. SEPARATION f SCHEDULE ON SHEET 1/1 6"x3" MAX. i TO GLASS SEE ON SHEET & FOR SCHEDULE AD SHEEP SCHEDULE ON SHEET •� i i 11 FOR BLADE([)AND BLADES 1Q& I�A] 11 FOR BLADE QAND � 11 FOR BLADE QAND ON SHEET 19 FOR (6063-T6) CONT. (LOCATE AT .�. BLADES Q& a ALUM. CLOSER B SHEEP 19 FOR EITHER SIDE PLATE. (LOCATE 1/2" 1 BIDES 1Q& 1/2 / i0N SHEEP & OF 5 ) AT EITHER SIDE MIN. 1 T ' BLADES & 1/2" MIN. OF®) Iij 41USE 1" OR 2" MAX. #10x1/2" S.M.S. #10x1/2" S.M.S. — I _-_-—_ -1 (AS APPLICABLE)x2"x1 8 x0'-2" ® 16" O.C. ® 16" O.C. I —-—- q ALUMINUM CLIP ANGLE 4 y �'1 ' (6063-T6 ALLOY) AT MIDHEIGHT ' 4 1` J (1) #10x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO •- WALL AT 1" O.C. (LOCATE AT ♦ SEE DETAIL X FOR S DE CONNECTION COR �♦ EITHER SIDE OF®) OR �♦ OR @ SEE DETAIL X FOR 6 OR (♦ TO TRACKS SIDE CONNECTION ©Q,®a,©+Ou,®«e;{p.+O3aA SEE DETAIL X FOR 4 TO TRACKS 1 a, �.6 + ]OoR 8 a+10 +03 a+ 10* 5� + aR + SIDE CONNECTION 10+Oon©+�3m1 ae O TO TRACKS f tO+Oaa©+O3on�+�on END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL �3 END CONNECTION DETAIL POURED CONCRETE OR * REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED — — — _ GLASS 4. MIN. SEPARATION #1 1/2" S.M. MIN. SEPARATION _ 7-_---------TO GLASS (SEE ® 16" C. TO GLASS (SEE __ r SCHEDULE ON SHEET SCHEDULE ON SHEET Y y 1, O O O 11 FOR BLADE 1QAND CONCRETE 1/2" MIN. 11 FOR BLADE 1QAND ------------ J $ OR � � OR ON SHEET 19 FOR ! ANCHOR @ ON SHEET 19 FOR __ _----_---_ —�_ - 6 OR CONCRETE BLADES 1�& �]A 12" O.C. 5 BLADES 1Q& 42 ------ ------_ OR 3 OR OR OR ANCHOR EQ i ® 16" 1/2" MIN. O.C. - ---- 4 L------ L--_ _---- EQ - --- E6- �OR®OR OR 2" M 7 2" MIN _ ♦ SEE BLADEIMIAAOINNS OF SHEETUSE 19 FOR �OR� 3 0Rrl I VIEW Y 5 oR @♦ PLAN OR POURED CONCRETE OR 1 OR �♦ © O O O O O � O�O�©+ O�© ©+13� DETAIL X ®� 6 + ' $ �'p + 3� 10+ 5� + 3� + END INSTALLATION CONCRETE BLOCK WALL REQUIRED HV BLADE OR j6 HV WINDOW BLADE INTO END CONNECTION DETAIL 5 ©+®��+® ®+� 9 �1 �0�0 CONCRETE OR CONCRETE BLOCK WALL. ® � O 0 ® O O © ® END CONNECTION DETAIL © © ® FLORIDA BUILDING CODE (High Velocity Hurricane Zone ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ,, ! �►ni ' ,, BERTHA HVTM �-`� sF 1 L E C � INC. A. S.S .A. Accordion Shutter System s H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE No, 4 16 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association. Inc. 1 OLD 17-122 /6/2020' DATE: 7/6/2020 STA OF �' Phone : 305 871-1530 . Fax 4268 West Roads Drive � ( ) (305)871-1531 z e-mail: tilteco®aol.com West Palm Beach, FL 33407 � 1�p. Ph DRAWING NO `'i�.�`• •,'c( �" CA-0006719 one: (800)432-2204 . Fax: (561)209-8380 3 20� 69 i, �� WALTER A. TILLIT Jr. P.E. 4 QN '�� ?`�;AL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET + Sul 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE3 SCHEDULE_ #4 *NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) * " GIVEN POSITIVE A.S.D. DESIGN PRESSURE * MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN* "L+" 4AXIMUM SHUTTER SPAN L+" RATING. FOR INSTALLATIONS W/ YM R L "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS QR "L-" (ft.) INSTALLATIONS L-: MAX. ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO �� / INSTALLATIONS W NG W/ Y A T RMA7 W ' IC L NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES. `E� & tt�y or or W ONE / & y�r TWO HV OR & W/ ONE HV LOCKS THE FIRST 30'-0" ELEVATION OF BUILDING HV LOCK Or Or ® Or HD LOCK W/ CENTERMATES. 2 & / ® (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD OR CENTERMATES & OR LOCKS OR TWO OR W NO LOCKING ONE HV LOCK OR / SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NO OCKING LOCKING RODS ® TOP/BOTTO RID FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS / ONE HV LOCK ® OR (VALID FOR MOUNTING 11 INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, TOP & BOTTOM ♦ SEE NOTES t,if RODS ♦(SEE NOTES t," ( SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSUREMEASURED AT BOTTOM OF SHUTTER IS 3". ( R ♦ SEE NOTES t,ff -CONCRETE W OD RATING, DETERMINE MAXIMUM SPAN "L+" MAXIMUM MAXIMUM MAXIMUM CONCRETE & WOOD MAXIMUM INSTALLATIONS FROM SCHEDULE. CONCRETE & WOOD INSTALLATIONS A.S.D. INSTALLATIONS INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN A.S.D. DESIGN DESIGN DESIGN DESIGN _ PRESSURE PRESSURE PRESSURE WALL MOUNTINGS FLOOR/CEILING MOUNTING PRESSURE RATING, DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE: PRESSURE FLOOR/CEILING RATING RATING RATING WALL MOUNTING MOUNTING RATING & FLOOR CEILING MOUNTING ) OR SPAN "L—" FROM SCHEDULE. SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS (P-3.0 (+POR>) FLOOR/CEILING MOUNTINGS (+OR')) / (+POR —) FLOOR/WALL MOUNTING (+ OR -) L+ (ft) L-(1t) L+ (ft) L-(ft) L+ (ft) L-(H) L+ (ft) L-(ft) L+ (ft) L-(ft) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W INSTALLATION W 30 13'-2" 16'-0" 13'-2" 16'-0" 30 12'-3" 14'-9" 30 13'-1" 16'-0" 3Q 13'-2" 16'-0" / BETWEEN "L+" AND "L-". SYMMETRICAL OPPOSING 35 12'-8" 14'-10" 12'-8" 14'-10" 35 11'-9" 13'-8" 35 12'-7" 15'-7" 35 12'-8" 14'-10" SPAN CENTERMATES CENTERMATES j40rF12; 13'-10" 12'-3" 13-10" 40 11'-4" 12'-9" 40 12'-2" 15'-2" 40 12'-3" 13'-10" (3) PROCEDURE.TO DETERMINE MAXIMUM 13'-1" 11'-11" 13'-1" 45 11'-1" 12'-0" 45 11'-9" 14'-3" 45 11'-11" 13'-1" SPAN FOR COMBINATIONS IN BETWEEN105" 3 3/8"s 4" WALL W/ FLOOR/CEILING MOUNTINGS: OR LESS 12-5" 11'-7" 12'-5" 50 10'-9" 1 r-5" 50 11'-6" 13'-7" 50 11'-7" 12'-5"11'-10 11'-4" 11'-10" 55 10'-6" 10'-11" 55 11'-3" 12'-11" 55 11'-2" 11'-10" FOR A GIVEN POSITIVE A.S.D. DESIGN >105" TO MAX. 3 7/8"s 4" 60 11'-4" 11'-0" 11'-4" 60 10'-3" 10'-5" 60 11'-0" 12'-4" 60 10'-2" 10'-11" PRESSURE RATING: ALLOWED 65 10'-10" 10-10" 10'-7" 10'-10" 65 10'-0" 10'-0" 65 10'-9" 11'-11" 65±9!L'-5- 10'-1" DETERMINE: s USE 2 1/2" FOR HD LOCK® ORTV) Lt+= MAX. SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENTERMATES.70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8" 9'-8" 70 10'-7" 1 V-5" 70 9-4" INSTALLATIONS. Lz+= MAX. SPAN FOR FLOOR/CEILING75 1O'-1" 10'-1" 9'-1D" 10'-1" 75 9'-4" 9'-4" 75 10'-4" 11'-1" 75s'-9" MINIMUM SEPARATION TO GLASS SCHEDULE: MOUNTING INSTALLATIONS. SHUTTER W ONE LOCK & TWO LOCKING RODS OR 80 9'-10" 9'-9" 9'-7" 9'-10" 80 9'-O" 9'-0" 80 10'-0" 10'-9" 85 9'-6" 9'-6" 9'-3" 9'-6" 85 8'-9" 8'-9" 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 9'-3" 9'-3" 9'-0" 9'-3" 90 8'-6" 8'-61, 90 9'-5" 10'-1" PRESSURE RATING: DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ 95 g'-0" 8'-9" 8'-9" 9'-01, E95 E8'-3" 8'-3" 95 9'-2" 9'-10" Lt-= MAX. SPAN FOR WALL MOUNTINGSPAN SYMMETRICAL OPPOSING 100 8'-9" 8-4" 8'-6" 8'-9" 0 8'-1" 8'-1" 100 9'-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES 100 8'-7" 7'-11" 8'-4" 8'-4" 105 7'-11" 7'-11" 105 8'-9" 9-4 MOUNTING L2- MAX. SPAN FOR FLOOR/CEILING 105" 2 3 4" ** 3 3 16" MOUNTING INSTALLATIONS. / / 7'-7" 110 8'-7" 9'-2" p� OR LESS 110 8'-4" 7'-7" 8'-2" 7'-11" 110 7'-8" V MAXIMUM SHUTTER 115 8'-2" 7'-31, 8'-0" 7'-7" 115 7'-6" FINAL MAXIMUM ALLOWABLE SPAN IS EQUA >i05" TO MAX. 3 1 4" *** 3 1 4" 7'-3" 115 8'-4" 8'-11" SPAN "L+" OR L-" FOR / / 6'-11" 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "Lt+", "Lz+", ALLOWED 120 8'-0" 6'-11" 7-10" 7'-4" 120 7'-4" "L1-" AND 12-' ** 125 7'-10" 6'-8" 7'-8" 7'-0" 125 7'-3" 6'-8" 125 SHALL BE LIMITED TO 105 USE 2 15/16" FOR HV "T" LOCK ®0 W/ 35 psf. DESIGN LOAD. 4 GO TO ANCHOR SCHEDULE WITH FINAL *** USE 4 1/8" FOR HV "T" LOCK ©0 W/ ©5 130 7'-8" 6'-5" 7'-6" 6'-9" 130 7'-1" 6'-5" 130 7'-10" 8'-1" ( ) 135 7'-7" 6'-2" 7'-4" 6'-6" 135 6'-11" 6'-2" 135 7'-9" 7'-9" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5" 5'-11" T-3" 6'-3" 140 6'-10" 5'-11" 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3" 5'-9" 7'-1" 6'-D" 145 6'-8" 5'-9" 145 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-0" 5'-10" 150 6'-7" 5'-7" 150 7'-4" 7'-0" CONCRETE & MANSORY WOOD 155 7'-0" 5'-5" 6'-10" 5'-8" 155 6'-6" 5'-5" 155 7'-2" 6'-9„ t H.V. CORNER CENTERMATE #3 MAY BE 160 6'-11" 5'-2" 6'-9" 5'-6" 160 6'-5" 5'-2" 160 7'-1" 6'-7" USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C, D, E, M. N. 0, P, Q, R, 165 6'-10" V-1" C-8" 5'-4" 165 6'-3" 5'-1" 165 7'-0" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K Sc L. S & V. 165 6'-9" 4'-11" 6'-7" 5'-2" 170 6'-2" 4'-11" 170 6'-11" 6'-2" MANDATORY CONDITION #2 NOTE #5, SHEET 5. FLOOR/CEILING 175 6'-7" 4'-9" 6'-5" 5'-O" 175 6'-1' 4'-9" 175 6'-9" 6'-0" t MOUNTING G, H, 1, 11 + J. 7, U, W & X. 180 6'-6" 4'-8" 6'-4" 4'-10" 180 6'-O" 4'-8" 180 6'-8" 5'-10" EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-' AND MAXIMUM A.S.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE t85 6'-5" 4'-6" 6'-3" 4'-9" 185 5'-11" 4'-6" 185 6'-7" 5'-8' BLOCK SHALL BE LIMITED AS FOLLOWS: HV 190 6'-4" 4'-5" 6'-2" 4'-7" 190 r5'- 4'-5" 190 6'-6" 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. BLADE- I 195 6'-3" 4' 3" 6'-1" 4'-6" 195 4'-3" 195 6'-5" 5'-5" AND 8'-0" SPAN, 200 6'-2" 4'-2" 6'-0" 4'-5" 200 4'-2"- - 200 6'-4" 5'-3" SEE MOUNTING ON SHEET 7. 205 6'-0" 4'-1" 6'-0" 4'-3" 205 4'-1" 205 6'-3" 5'-1" FLORIDA BUILDING CODE (High VelocityHurricane Zone) 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. .Ak 1I1Ir 11![/0� BERTHA HV TM �: 144 ,�''�- TM _e,.��,�. �,��E s•' ��, Accordion Shutter. System F i H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE NO. 44 6 _ American Shutter Systems RE DESCRIPTION DATE DRAWN BY: M.P _ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 /6/202 DATE: 7/6/2020 — 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone (305)871-1530 Fax (305)871-1531 4268 West Roads Drive 2 DRAWING NO STATE OF .. e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 G` ``2 CA-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 20-169 -i �0R1 WALTER A. TILLIT Jr. P.E. 5 SHEET -''�•,,�sSjONR �' \`�,§k/SIGNATURE/DATE FLORIDA Lic. # 441s7 6 I OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INS_ I I AT1QNS (SEE MOUNTINGS A. B. C. D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP 1 MAXIMUM (A)WALL HEADER MOUNTING A WALL HEADER MOUNTING @WALL HEADER MOUNTING D WALL SILL MIOUNTING D WALL SILL OUNTING C & WALL HEADER/SILL TAPPER+ SPAN W/ W/ W/ W/ 4 MOUNTING (ft) A.S.D. DESIGN NEGATIVE LOAD psf A.S.D. DESIGN NEGATIVE LOAD psf A.S.D. DESIGN NEGATIVE LOAD psF A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD ( A.S.D. DESIGN NEGATIVE LOAD psf 30 140 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3'-0" 14 12 10 9 8 a 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 - 14 12 10 9 1 8 8 1 6 5.5 8 8 8 8 8 1 S 1 7 5.5 OR LESS 14 12 10 9 8 8 6 5 14 12 10 9 8 B 6 6 j14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 3 14 12 10 9 8 8 6 6 8 8 8 8 8 1 8 1 8 6.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 114 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 1 8 8 8 1 8 7 4'-0" 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 7 5.5 - 8 8 8 8 8 7 5.5 4 14 12 10 9 8 8 4.5 - 14 12 10 1 9 1 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 1 8 8 1 - - 114 12 10 9 8 8 6 - 8 1 8 8 8 8 B 6.5 s ' * SEE ANCHOR 14 12 10 9 1 8 1 8 6 1 4 114 12 10 9 8 1 8 6 6 14 12 10 9 8 8 6 6 14 12 10 1 9 1 8 8 1 - - 14 12 10 9 8 8 6 - 8 B 8 8 8 8 7 5.5 SPECIFICATIONS 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 7.5 - - - 14 12 10 9 7.5 5.5 - - B 8 8 8 7.5 5.5 4 3 5'-0" 14 12 10 9 8 5.5 - - 114 12 10 9 8 8 4.5 - 14 112 10 9 8 8 6 5 14 12 10 9 8 3 - - 14 12 10 9 8 1 7 - - B 8 8 8 8 7 5 4 ON SHEEP 13 14 12 10 9 8 8 4 - 114 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 - - - 14 12 10 9 8 17.5 - - B 8 8 8 8 7.5 5.5 4 14 112 10 9 8 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 9.5 7.5 4 - - - 14 12 9.5 7.5 6.5 3.5 - - 8 8 8 7.5 6.5 4.5 3.5 - 14 12 10 9 8 3 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 15.5 3.5 114 12 10 9 4.5 - - - 14 12 10 9 7.5 4 - - 8 _8 _8 8 7.5 5.5 4 3 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 5.5 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 8 8 8 8 8 6 4.5 - 7'-0" 14 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 - 14 12 8 4.5 - - - - 14 12 8 6.5 5.5 - - - 8 B 8 6.5 5.5 4 3 - 14 12 10 9 4.5 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 7 4 - 14 12 10 5.5 - - - - 14 12 10 8-- 6.5 - - - 8 8 8 8 6.5 5 3.5 - 14 12 10 9 7.5 3.75 - - 14 12 10 9 8 6 - - 14 12 10 9 8 8 6 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 8 8 8 8 7 5 4 - 8'-O" 14 12 10 9 5.5 3 - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 8 - - 14 11 7 - - - - - 14 11 7 5.5 3.5 - - - 8 8 7 5.5 4.5 3.5 - - 14 12 10 5.5 3 - - - 14 12 10 9 8 - - - 14 12 10 9 8 5.5 - - 14 12 8.5 3 - - - - 14 12 8.5 7 4 - - - 8 8 8 7 5.5 4 3 - 14 12 10 9 5 - - - 14 12 10 9 8 4 - - t4 12 10 9 8 8 - - 14 12 9.5 - - - - - ,4 12 s.s 7.5 4.5 - - - 8 8 8 7.5 s 4.5 - - *SEE LIMITATIONS OF USE FOR 14 12 10 6.5 4.5 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9.5 4 - - - - - 13 9.5 6.5 5 - - - - 8 8 6.5 5 4 3 9'-0„ 14 12 8.5 4 - - - - 14 12 10 9 4.5 - - *- 14 2 10 9 7.5 - - - 14 11.5 4.5 - - - - - 14 11.5 7.5 6 - - - - 8 8 7.5 6 5 4 - _ BLADE 1A ON SHEET 19 14 12 10 6 4 - - - 14 12 10 9 7 - - 2 10 9 B - - - 14 12 5 - - - - - 14 12 8 6.5 - - - - 8 8 8 6.5 5.5 4 14 12 9.5 5 3.5 - - - 14 12 10 9 5.5 - - 2 10 9 9 - - - 1.5 8.5 - - - - - - 7.5 8.5 5.5 - - - - - 8 8 5.5 4.5 3.5 10'-0" 14 12 5.5 3 - - - - 14 12 10 6 3 - - 2 10 9 6 - - - 14 10.5 3 - - - - - 14 10.5 7 3.5 - - - - 8 8 7 5.5 4.5 3.5 - - 14 12 9 4.5 3 - - - 14 12 10 9 5 - - 2 10 9 8 - - - 14 11 -__7 - - - - 14 11 7.5 - - - - - 8 B 7.5 6 5 - - - 11'-0" 14 12 7 - - - - - 14 12 10 - - - - 2 10 - - - - - 0.5 8 - - - - - - 0.5 8 5 - - - - - 8 8 5 4 3.5 - - 14 12 4 - - - - - 14 12 10 - - - - 2 10 - - - - - 2.5 9.5 - - - - - - 2.5 9.5 6 - - - - - 8 8 6 5 4 3 - - 14 12 6.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 3.5 10 - - - - - - 14 10 7 - - - - - 8 8 7 5.5 4.5 - - - 12'-0" 14 12 5.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9,5 7 - - - - - - 9.5 7 3.5 - - - - - 8 7 4.5 3.5 3 - - - 14 12 3 - - - - - 14 12 8 - - - - - 14 12 10 - - - - - 11.518.5 - - - - - - 1.5 5.5 4 - - - - - 8 8 5.5 4.5 4 - - - 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 2.59.5 - - - - - - 3.5 9.5 4.5 - - - - - B 8 6 5 4 - - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 9 4.5 - - - - - - 9 6.5 - - - - - - 8 6.514.5 3.5 3 13-0" 14 10 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 0.51 5.5 - - - - - - 0.5 8 - - - - - - 8 8 5 4 3.5 - - - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 1.5 6 - - - - - - 1.5 8.5 - 8 5.5 4.5 - - - - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 8 3 - - - - - - 8 6 - - - - - - B 6 4 3 14'-0" 14 7 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 10 4 - - - - - - 10 7.5 - - - - - - 8 7.5 5 1 4 3 - - - 14 11.5 - - - - - - 114 12 - - 1 - - - - 114 12 110.5 4 - - - - - - 0.5 8 - - - - - - 8 8 5 1 4 - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 7.5 - - - - - - - 7.5 - - - - - - - 7.5 s.s 3.s 3 1 HV BLADE OR ' 1 HV BLADE 15'-0" ,4 - - - - - - - 14 - - - - - - - ,a - - - - - - - >� - - - - - - - 9 - - - - - - - s 7 4.5 3.5 3 = _ = W � HV WINDOW BLADE 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 10 - - - - - - - 10 - - - - - - - 8 7.5 5 4 - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 7 - - - - - - - 7 - - - - - - - 7 5.5 3.5 - WORKING IN UNISON 16'-0" 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 8 - - - - - - - 8 - - - - - - - - - - - B 6.5 4 3.5 - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 9.5 - - - - - - - 9.5 - - - - - - - B 7 4.5 - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \\\``NiI�1I�t' °°s ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ••cEN .�'�,,�,, BERTHA HVTM V F s LIE C O I N C. A.S.S .A Accordion Shutter System No. 44167 H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.No DESCRIPTION DATE DRAWN BY: M.P * - Association Inc. 1 OLD 17-122 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 /fi/202U DATE: 7/6/2020 ®'fl• STATE F Phone (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 ��O • �C P �� e-mail: tiltec0000l.com West Palm Beach, FL 33407 3 DRAWING NO CA spy°°�C�• COR, ;X�` WALTER A.0TIL6T7Jr. P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 j 20-1 69 °iss'�O(Vq• �N a SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING (ice) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INST I I AMM (SEE MOUNTINGS E, G, & H ON SHEETS 6.& 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) MAXIMUM EO WALL SILL MOUNTING ©CEILING MOUNTING HD FLOOR MOUNTING ANCHORS SPACING LEGEND - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc = 3 ksi) �� - 1/4"0 x 3/4" ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 ksi) (f}) A S.D. DESIGN NEGATIVE LOAD { A S.D. DESIGN NEGATIVE LOAD (psf) A S.D. DESIGN NEGATIVE LOAD psf - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. Min. Vc = 2 ksi 30 40 60 75 90 120 160 205 30 40160 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW( BOLT & SPECIALTY COMPANY OR ANY THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 5.5 14 12 10 9 e 8 6 6 14 12 10 9 8 8 6 6 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc = 3 ksi) 3'-0" - - - - - - - - - - - - - - - - 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET NOTES: OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 e 8 6 5 BLUE TAP W/ CAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 TAPPER+ 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 4'-0" - 14 12 10 9 8 8 6 5.5 A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 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 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 1" MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 B 6 5 14 12 10 9 8 7 5.5 4 *SEE LIMEATIONS OF USE FOR _ _ _ _ _ _ _ _ _ _ _ BLADE 1A ON SHEET 19 A.3 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5'-0" - - . 5 - 14 12 10 9 e 8 . 4.5 ) ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7 4 - 14 12 10 9 8 8 5 3.5 14 12 10 a 6.5 5 3.5 3 NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 10 s 8 4.5 - - 14 12 10 9 8 . s 4.5 14 12 10 9 8 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 B s 4.5 3.5 6'-0" - - - 14 12 10 9 6 6.5 5 3.5 (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 8 5 4 - - 1/4"0 x 3/4" ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 7'_0" - - - - - - - - - - - - - - - - 14 12 10 9 7.5 5.5 4 3 - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.6 - 14 10.5 7 5.5 4.5 3,5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5 3 - NOTES: 8'-0" - - - - - - - - - - - - - - - - 14 12 10 8 6.5 5 3.5 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 P2.5 9.5 6 5 4 3 - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 14 112 9.5 7.5 6 - - - 14 1 12 9.5 8 6.5 5 - - 14 12 8 1 6 6.5 4 - - 13 9.5 6.5 5 3.5 - - - 14 112 10 8 6.5 5 - - 14 12 8 6.5 5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO - - - - 14 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO 9'-0" 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.5 3.5 - - - EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 16.5 4.5 - - - 14 12 9 7 5.5 4 - - 14 111 7 5.5 6 3.5 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, - 8.5 5.5 4 - - - - - - 9 7 6 - - - 14 17 7 6 4.5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 10'-0" - - - - - - - 14 . 8 6 5 4 - - NOTES B.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 10.5 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 7.5 5 4 3 - - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 11 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 4 4 - - 0.5 8 5 - - - - 14 12 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0" - - - - - - - - - - '4 - - - - - 14 10.5 7 5.5 4.5 3.5 - - 2.5 9.5 5 - - - - - 12 9 6 �4.5 4 3 - - 9 7 4.5 3.5 3 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 7 - - - - - 14 10.5 7 5.5 4.5 - - - 1.5 8.5 5.5 4.5 3.75 - - - 9.5 7 4.5 - - - - - 14 111.5 7.5 6 5 - - - 12 9 6 4.5 4 - - 12'-0" - - - - - - - - - 113 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS 1.5 8.5 4.5 - - - - - 11 8 5.5 4 3.5 - - - 8 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE 13.5 9.5 6 - - - - - 13 19.5 6.5 5 1 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 5.5 4.513.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" - 12 s 6 4.5 4 - - - FACTOR 10.5 8 - - - - - - 10 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL APCON W/ ADVANCED THREADFORM TECH TAPPER + 12.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE ALL POINT SOUD SET BLUE TAP W/ CAP MIN. SPACING 8 6 - - - - - - 13 9.5 6.5 5 - - - - 0.5 7.5 5 4 - - - - 1 HV BLADE OR DICTANCE MIN. SPACING - - - - - 11 8.5 5.5 4.5 - - - - E.D. 3" 4" MIN. SPACING = 3 1/2" MIN. SPACING = 3" 3 3/4" 4" 14'-0" 1 HV BLADE W POURED CONCRETE CONS SLOgt POURED CONCRETE & POURED CONCRETE & POURED CONCRErE CONCRETE BLOCK K7�5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - CONCRETE BLOCK CONCRETE BLOCK - - - - - - 11 8 5.5 4.5 - - - - 9 6.5 4.5 - - - - - 1 HV WINDOW MIN ED.=3 1/2" MIN. ED.=2 1/2' MN ED.=3 1 2' MIN. E.D.=3" MIN. ED.=3 1/2" MN. ED.=2 1/2" - - - - - - 12 9 s - - - - - 9.5 7 4.5 - - - - - BLADE WORKING 3" 0.90 1.0 0.78 1.0 0.84 1.0 15'-0" - - - - - - - - - - - - - - 0.5 8 5 - - - - - 2 1/2- 0.81 1.0 - - 0.67 1.0 8.5 6.5 4 - - - - - 6.5 5 3 - IN UNISON #- - - - - - 0.5 e 5 - - - - 8.5 6 4 - - - - - 2" 0.71 - - - 0.51 - 7 - - - - - - - 11.5 8.5 5.5 - - - - - 9 6.5 4.5 - - - - - 1 3/4" 0.91 _ _ - - 16'-0- - - - - - - - - - - - - - - - - 10 7.5 5 - - - - - (®a:®"°""TM-Y) 0.43 8 - - - - - - - $ 6 4 - - - - - 6 4.5 3 - - - - - 1 1/2- - - - 0.35 - 9.5 - - - - - - - s.5 7 5 - - - - - a s a - - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 11 Poll, ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. °°°°P�,` �{F'�• T BERTHA HVTM S�.• \,\GE NF•' '' L E C O iNC. A S A Accordion Shutter System z ■ ■ ■ ■ H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE No. 44 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P *: _ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316C Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 e STATE OF ` �� Phone (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 Q` �� e-mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING NO �i���• C 0 R� °mow CA-0006719 3 • Phone: (800)432-2204 . Fax: (561)209-8380 a 20-169 F •• WALTER A. TILLIT Jr. P.E. S�ONA 1.,0 SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAL I ATI (SEE MOUNTINGS I, J. K & L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND WALK OVER & 1 TRENCH MAMMNUM MOUNTING JO RAINGUARD MOUNTING )WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPA _ (psf) A.S.D.DESIGN NEGATIVE LOAD (psf) TAPCON WITH ADVANCED (ft) A.S.D.DESIGN NEGATIVE LOAD (psf) A.S.D.DESIGN NEGATIVE LOAD (psf) A.S.D.DESIGN NEGATIVE LOAD THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 1201160 205 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 8.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-D" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5'-0" 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7, 7 7 7 7 •7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.S 5.5 4 - - 5 5 5 5 1 5 4 3 - 14 12 10 9 0 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 7'-0" 14 12 10 9 8 8 6 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - - f 5 5 5 5 5 s 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - i - 15 5 5 5 4.5 3.5 - - PSF A.S.D. DESIGN PRESSURE 8'-D" 74 12 10 9 8 8 6 - 72 12 0.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 -14 12 10 9 8 8 6 12 11 7.5 6 5 .7 SCHEDULE 4, SHEET 11 - 5 - - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - - # 14 12 10 9 8 8 - - 12 1.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - 9,-0" 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 s 5 5 5 5 5 5 14 12 10 9 1 8 8 - - 10.5 8 5 4 3.5 - - - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 - - 12 10 6.5 5 4.5 - - - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - - 12 10.5 7 5.5 4.5 3.5 - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5 - - - 10'-0,, 14 12 10 9 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - _- 9.5 7 4.5 3.5 3 - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 - - 12 9 6 5 4 - - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - - 14 12 10 9 8 8 - - 12 19.5 6 1 5 4 3 - - 7 7 5 1 4 3 - - - 5 5 5 4 3.5 - - - 14 12 10 9 1 8 8 - - 12 10 7 15.5 i 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 A HV 14 12 10 9 8 8 - - 118. 6.5 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3I BLADE ONLY 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - 14 12 10 9 8 - - - 1.5 8.5 5.5 4.5 3.5 - - - d7 _T_ 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 12'-0" 14 12 10 9 8 - - - 8 6 4 3 - - - - 7 5.5 4.5 3.5 - - - 5 5 5 4.5 4 3 - - 14 12 10 9 8 - - - 10 7.5 5 4 - - - - 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 9 8 - - - 0.5 8 5 4 3.5 - - - 6.5 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 13'-0" 14 12 10 9 8 - - - 1.5 8.5 6 4.5 3.5 3 - - 7 7 7 7 4.5 - - 5 5 5 5 S 5 4.5 3.5 14 12 10 9 8 - - - 7 5.5 3.5 3 - - - - _67 4 3 - - - 5 5 5 4 3 1 - - - 14 1 12 10 9 8 - - - 9 7 4.5 0.75 - - - - 7 7 5.5 4.5 1 - - - - 5 5 5 4.5 4 - - 14 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 6 4 3 1 - - - - 5 5 4 3 - - - - 14'-0„ 14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 1 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 - 14 12 10 9 - - - - 8.5 6.5 4 - - - - - 7 7 5 4 - - - 5 5 5 4 - - - - 14 12 10 - - - - - 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - - - - - 5 5 3.5 3 - - - - 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 15'-0" 14 12 10 - - - - - 6 4.5 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.5 3.5 - - - - 14 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - - - - - 5 5 5 4 - - - - 14 12 10 - - - - - 8.5 6.5 4 3.5 - - - - 7 5,5 3.5 - - - - - 5 5 3.5 - - - - - 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 16'-D" 14 12 10 - - - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - - 5 5 4 3.5 - - - - 14 12 10 - - - - - 7.5 5.5 ":75 - - - - - 7 7 4,5 - - - - - 5 s 4.5 - - - - - FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) 11 ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. • J - BERTHA HVTM s,�•.• �\CjEN F 11LIECOINC. A.S.S.A. Accordion Shutter System No• 44 - a L H.v BLADE #1 W/ OR W/O H.V. WINDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316f Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 .o'. 5A1 �F Phone : 305 871-1530 . Fax 4268 West Roads Drive ( ) : (305)871-1531 2 Z� � F QQ` ,••� � e-mail: tilteco®ool.com West Palm Beach, FL 33407 DRAWING No 0 '•.• �d• ��` CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 3 F WALTER A. TILLIT Jr. P.E. 4ZO- 69 oi01ss'ION �-`t� ��SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET �� ��� 6 14 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX_ SHUTTER SPAN DESIGN NEGATIVE LOAD AND A CORR SPONnlnlr MOUNTING TYPE FOR CONCRETE BLOCK INST CATIONS (SEE MOUNTINGS A. B. C, D AND F ON SHEET 6) ANCHORS SPACING LEGENWAXD CONCRETE BLOCK f TAPCON WITH ADVANCED SPAN D WALL SIN/ OUNTING D WALL SILW/ MOUNTING EQ WALL SILL MOUNTING C & WALL HEADER/SILL O WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING THREADFORM TECHNOLOGY MOUNTING (ft) A.S.D. DESIGN NEGATIVE LOAD psf A.S.D. DESIGN NEGATIVE LOAD psf A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD sf A.S.D. DESIGN NEGATIVE LOAD psf BLUE TAP 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 12D 160 205 30 40 60 75 90 120 160 205 f TAPPER+ 3'-0" 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 4 4 14 12 10 9 8 7.5 5.5 4.5 8 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 17.515.5 - OR LESS 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3.5 8 8 8 8 8 8 7.5 6 14 12 10 9 B 8 6 3 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 7 8 8 8 8 8 8 8 7 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 - - 14 12 10 9 7.5 5.5 - - 14 12 10 9 7.5 5.5 4 - 8 8 8 8 7.5 5.5 4 - 14 12 10 9 7.5 5.5 - - 14 12 10 9 7.5 5.5 4 - 4'-0" 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 5 - 14 12 10 9 8 7.5 5.5 - 8 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 6 - * SEE ANCHOR 14 12 10 9 8 8 - - 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 4.5 8 8 8 8 8 8 7 5.5 14 12 10 9 8 8 - - 14 12 10 9 8 8 6 - 14 12 9 7.5 6 - - - 14 12 9 7.5 6 4.5 - - 14 12 9 7.5 6 4.5 - - 8 8 8 7.5 6 4.5 - - 14 12 9 7.5 6 - - - 14 12 9 7.5 6 4.5 - SPECIFICATIONS 5'-0" 14 12 10 9 8 - - - 14 12 10 9 8 6 - - 14 12 10 9 8 6 4 - 8 8 8 8 8 6 4.5 3.5 14 12 10 9 8 6 - - 14 12 10 9 8 6 - ON SHEET 13 114 12 10 9 8 - - - 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 4.5 - 8 8 8 8 8 7.5 5.5 4 14 12 10 9 8 - - - 14 12 10 9 8 7.5 - - 14 11.5 7.5 6 - - - - 14 11.5 7.5 6 5 - - - 14 11.5 7.5 6 5 - - - 8 8 7.5 6 5 - - - 14 11.5 7.5 6 4 - - - 14 11.5 7.5 6 5 - - - 6'-0" 14 12 10 8 4 - - - 14 12 10 S 7 4 - - 14 12 10 8 7 5 - - 8 8 8 8 7 5 3.5 - 14 12 10 8 4.5 - - - 14 12 10 8 7 4 - - 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 6 - - 8 8 8 B 8 6 4.5 - 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 3.5 10 6.5 - - - - - 3.5 10 6.5 5 4.5 - - - 13.5 10 6.5 5 4.5 - - - 8 8 6.5 5 4.5 - - - 3.5 10 6.5 5 - - - - 3.5 10 6.5 5 4.5 - - - 7'-0" 14 12 9 5 - - - - 14 12 9 7 6 - - - 14 12 9 7 fi 3.5 - - 8 8 8 7 6 4.5 - - 14 12 9 7 - - - - 14 12 9 7 6 - - - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 14 12 10 8.5 7 4 - - 8 8 8 8 7 5 4 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 1.5 8.5 5 - - - - - 1.5 6.5 5.5 4.5 - - - - 1.5 8.5 5.5 4.5 - - - - 8 8 5.5 4.5 - - - - 1.5 8.5 5.5 - - - - - 1.5 8.5 5.5 4.5 - - - - 14 11.5 7.5 - - - - - 74 11.5 7.5 6 4 - - - 14 11.5 7.5 6 5 - - - 8 8 7.5 6 5 3.5 - - 14 11.5 7.5 6 - - - - 14 11.5 7.5 6 5 - - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - 14 12 9.5 7.5 - - - 8 8 8 7.5 6 4.5 - - 14 12 9.5 - - - - - 14 12 s.5 7.5 a.s - - - ♦5EE LIMITATIONS OF USE FOR 0.5 7.5 - - - - - - 0.5 7.5 5 4 - - - - 0.5 7.5 5 4 - - - - 8 7.5 5 4 - - - 114 0.5 7.5 5 - - - - - 0.5 7.5 5 4 - - - - g'-0" 14 10.5 4 - - - - - 14 10.5 7 5.5 - - - - 14 10.5 7 5.5 3.5 - - - 8 8 7 5.5 4.5 3.5 - 14 10.5 7 - - - - - 14 10.5 7 5.5 - - - BLADE 1A ON SHEET 19 14 12 5 - - - - - 14 12 8 6.5 - - - - 14 12 6. 4.5 - - - 8 8 8 6.5 5.5 4 - 14 12 5 - - - - - 14 12 8 6.5 - - - - 9 7 - - - - - - 9 7 4.5 - - - - - 9 4.5 - - - - 8 7 4.5 - - - - 9 7 - - - - - - 9 7 4.5 - - - - - 10'-0" 2.5 9 - - - - - - 2.5 9 6 - - - - - 2.5 9 6 4.5 - - - 8 8 6 5 4 - - 2.5 9.5 3 - - - - - 2.5 9.5 6 3.5 - - - - 14 11 - - - - - - 14 11 7.5 - - - - - _ _ 8 8 7.5 6 5 - - 11 - - - - - - 14 11 7.5 - - - - - 8.5 6 - - - - - - 8.5 6 4 - - - - - B.5 6 - 8 6 4 - - - - - 8.5 6.44 - - - - - - 8.5 6 4 - - - - - 11'-0" 11 8.5 - - - - - - 1.5 8.5 5.5 - - - - - 1 8.5 5. 3.5 - - - - 8 8 5.5 4.5 3.5 - - - 1.5 8.5 - - - - - - 1.5 8.5 5.5 - - - - - 3.5 10 - - - - - - 14 10 7 - - - - - JD- - _ _ _ _ 8 8 7 5.5 4.5 - - - 3.5 10 - - - - - 14 10 7 - - - - - 7.5 5.5 - - - - - - 7.5 5.5 - - - - - - .5 - _ _ _ 7.5 5.5 - - - - - - 7.5 5.5 - - - - - - 7.5 5.5 - - - - - - 12'-0" 0.5 7.5 - - - - - - 0.5 7,5 4 - - - - - 8 7.5 5 4 3.5 - - - 0.5 7.5 - - - - - - 0.5 7.5 5 - - - - - 2.5 9.5 - - - - - - 3.5 9.5 C5 - - - - - _ _ _ _ 8 8 6 5 4 - - - 2.5 9.5 - - - - - - 3.5 9.5 4.5 - - - - - 7 - - - - - - - 7 5 - - - - - - _ _ 7 5 - - - - - - 7 4.5 - - - - - - 7.5 5 - - - - - - 13'-0" 9.5 5 - - - - - - 9.5 7 - - - - - - 0.5 8 - - - - 8 7 4.5 3.5 - - - - 9.5 5 - - - - - 9.5 7 - - - - - - 1.5 6 - - - - - - 1.5 8.5 - - - - - - 2.5 8.5 _ - _ _ 8 8 5.5 4.5 - - - - 1.5 6 - - - - - - 11.518.5 - - - - - - 6.5 - - - - - - - 6.5 5 - - - - - - 7 55 6.5 5 - - - - - - 6.5 5 - - - - - - 7 5 - - - - - - 14'-0" 9 3.5 - - - - - - 9 6.5 - - - - - - 9.5 7 - - - - - - 8 6.5 4.5 3.5 - - - - 9 4 - - - - - - 9 6.5 - - - - - - D.5 4 _ _ _ _ _ _ D.s 6 _ _ _ _ _ _ _ s 8 5 4 - - - - 0.5 4 _ _ _ _ - _ 0.5 8 - - - - - - 1 HV BLADE OR 1 HV BLADE 6 - - - - - - - 6 - - - - - - - - - - - - - - 6 4.5 - - - - - - 6 - - - - - - - 6.5 - - - - - - - ,5'-0" 6 - - - - - _ _ 8 - - - s _ _ _ _ _ - - 864 - - - - - $ - - - - - - - 6 - - - - - - - W� 1 BY WINDOW BLADE 10 - - - - - - - 1D - - - - - - - - - - - - - - 8 7.5 5 4 - - - - 10 - - - - - - - 10 - - - - - - - 5.5 - - - - - - - 5.5 4 - - - - - - 5.5 - - - - - - - 5.5 - - - - - - - 5.5 - - - - - - - fi - - - - - - - 16'-0" 7.5 - - - - - - - 7.5 - - - - - - - 7.5 - _ _ _ _ _ _ 7.5 5.5 3.5 - - _ _ _ 7.s - - - - 7,5 - - - - - - - WORKING IN UNISON 9.5 - - - - - - - 9.5 - - - - - - - 5 - - - - - - - 8 7 4.5 - - - - - 9.5 - - - - - - - 9.5 - - - - - - "``1jlIf11iYYlll!//° FLORIDA BUILDING CODE Hi h Velocit Hurricane Zone) \\ ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM `\�C L E C O .N c. A.S.S.A. Accordion Shutter System No. 44 67 - = H.V. e�aDE #1 w/ OR w/o H v. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems R �.Na DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316f. Association, Inc. 1 OLD 17-122 7/6/2020 DATE: 7/6/2020 STATEOF Phone (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2p. VZIR e-mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING NO CA-0006719 4 2 0- 16 9 t 0 R \� ���` Phone: (800)432-2204 Fax: (561)209-8380 3 19 0 N �.1 �����EAL/SIGNATURE/DATE WFL R OA L c. # 44167 5 SHEET 6 I 14A OF 20 MAXIMUM DESIGN PRESSURE RATING (o.s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). U B :EH3 T Fz;Z SOUTHERN PINE No. S_'RUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G 0.50 W/ W/ MIN. G=0.43 W/ MIN. G=0.36 MAXIMUM SPAN (n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGSI 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 &Z DESIGN WAX PRfSSRE RANG ASD.nM HEWNPOW runic .101M N MTK P RATNG ASA DE 0►EGATK I RATM AU.KM IEMTK PIESSIAE RAING ASA.101M NEG411VE PMSIK RA N W ASD.DESIGN NS,ITNE KWK RAK(psl)ASD.10M OM ROM WEXASA.011IQI WANE PIESSiflE R41N w�G(psf) AS.D.013M NEGM P a 30 40 60 1 75 90 05 30 40 60 75 90 05 30 40 60175 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5112 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 110 10 9 5 3 6 6 1 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.5 12 12 12 10.58.5 7.5 8'-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 13.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 .3.5, 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g'-0" 12 10 10 5 3.5 - 6 6 15.5 .5 3.5 3 12 10 9 4 1 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 14.5 4 3 3 6 5 13.5 - I - - 12 12 12 12 12 10. 12 12 12 1.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.59.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 112 10 4.5 - - 6 6 4 - - I - 112 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 112 12 12 1.1.59.5 8 12 12 11 &5 7 6 12 11.57.5 6 5 4 13'-0" 12 10 - - - - 6 6 - - - I - 112 10 - - - I - 0 fi 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 6 5.5 - - - I - 112 1 7 - - - - .5 4.5 - - - - 12 7 - - - - 5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15,-0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 112 8.5 7 6 4 12 9 fi 5 4 - 16'-0" 12 - - - - - 6 1 112 1 - - - - - 5 1 - I - - - - 1.5 - - - - - 5 - - - - - 6 - - - - - 12 12 0. 8.5 6.51 4 112 112 18 6.5 5 3 il 1.58.5 .5.5 4.5 HV BLADE OR 1 HV BLADE W�/ 2 HV WINDOW BLADE WORKING IN UNISON* ♦ SEE LIMITATIONS OF USE FOR BLADE®ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G=0.50 (N.D.S.) EACH SECTION ON SHEETS 16 do 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.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF 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 (High Velocity Hurricane Zone (9)2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ���� •••'' ••' �'�'- - BERTHA HVTM � • ��rvEP SF•' .,. �� A.S.S .A. Accordion Shutter System No 4 67 IL EC t N c. H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE American Shutter Systems 9EV.No DESCRIPTION DATE I DRAWN BY: M.P s TILLIT TESTING & ENGINEERING COMPANY 1 +fl•• STAT OF 6355 N.W. 36th. St., Ste, 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-122 •/6/2020 DATE: 7/6/2020 Phone 305 871-1530 . Fax 305)871-1531 4268 West Roads Drive 2 F QQ`•.• ( ) ( DRAWING No Ld �► e-mail: tilteco®ool.com West Palm Beach, FL 33407 3 •'•••• '�� ��� CA-0oo6719 Phone: (800)432-2204 Fax: (561)209-8380 4 20-1 69 S ON ` + ` WALTER A. TILLIT Jr. P.E. lt 11104. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 s 1 SHEET E 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & g HVi BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE i ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & A.S.D. 1/4"0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE T & WORKING IN UNISON THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION 1/4"0 TAPCON WITH ADVANCED OF THREADED AREA TO ` ' THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/2" Min. PENETRATION (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO II I I I 1�]OR W EXISTING WOOD HEADER. II MIN. SEPARATION (SEE SCHEDULE ON SHEET 15) I TO GLASS (SEE SCHEDULE ON SHEET OR \ Ir 11 FOR BLADE 1 AND I I I 1 OR 18 1" Mn 1/4"O-2Ox3/4" S.S. MACHINE SCREWS EXISTING II ON SHEET 19 OR I I W/ 1/4"-20 NUTS ® 12" O.C. GLASS---•-II BLADES 1tD& 1� II III III N } i 1 OR 1 S II WALL ' p FINISH WALL I I o x ;",.,"• FINISH I I N 2 Z �_—OPTIONAL o WALL ! [FU" EXISTING MIN. I w \ 'OR03 I I I I'`�FINISH I I l o x 2"x4" WOOD ♦ I I N M w HEADER REQUIRED I OR � EXISTING MIN. I I I 2 x4" WOOD . '. EXISTING MIN. SEPARATION II II HEADER REQUIRED I I I 1/4"0 TAPCON WITH ADVANCED I I I I THREADFORM TECHNOLOGY GLASS —� To GLASS (SEE I II I I I- — 1� I� SCHEDULE ON SHEET i MIN. SEPARATION I I I I 2"x4" CONT. SILL OF 1 1/2" Min, PENETRATION 11 FOR BLADE@AND I I I TO GLASS PLATE REQ'D .'•I THREADED AREA ON SHEET 19 OR I I I I EXGLASS--il 1Q � ISTING ( EDE I I . MIDEE SCHEDULE ON SHEET 15 PLATE. I� BLADES & I...LI I-_ I ON SHEET II) (S ----- - ) OM INSTALLATION ON HV WALL HEADER INSTALLATION OO HY WALL SILL INSTALLATION EXISTING �� MIN. SEPARATION MIN. SEPARATION � II GLASS TO GLASS MIN. SEPARATION �� TO GLASS I I i I I I lII �II - (SEE SCHEDULE I I i� (SEE SCHEDULETO GLASS EXISTING ll EXISTING ON SHEET 11)(SEE SCHEDULE ON SHEET 11)2x4CON f GLASS—WOOD PLA ON SHEET 11)EQ D. X X I 1/4"0-20x3/4" u I S.S I II 1/4"0-20x3/4" S.S. MACHINE SCREWS SCREWS W/ I I I I _I I I I WALL I I I 1/4"-20 NUTS ® I I II USING 1/4"-20 NUTS I I FINISH III I 12"O.C. ul ® 12" O.C.- rill � I 17OR18 17;OR18 ` 1 O 1 l OR R 1 l 2"x4" CONT. N OR WOOD PLATE E ` l ��VW/ REQ'D. E -1"Min. 1Min. THREADFOPRM T CHNOLOGYCON WITH NCED L1/4"0 TAPCON WITH ADVANCED --1/4"0 TAPCON WITH ADVANCED 1/2" Min. PENETRATION OF I THREADFORM TECHNOLOGY NOTE: 1 THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. W/ 1/2" Min. PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL LREO'D. CONT. W/ 1 1/2" Min. PENETRATION (SEE SCHEDULE ON SHEET 15) THREADED AREA INTO PLYWOOD. LATE OF THREADED AREA (SEE SCHEDULE ON SHEET 15 2-MOUNTING SECTIONS CAN BE EXISTING MIN. 2"x4" STUDS ) WALL (SEEISCH SCHEDULE SHEET 15 COMBINED IN ANY WAY TO FINISH ) -.1/2" MIN. CDX PLYWOOD REQ'D. ® 16" O.C. MAX. REQ'D. SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2" MIN. COX �'-.-WALL FINISH EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'0. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ® HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. ♦ SEE LIMITATIONS OF USE OF P 1A V WALL SILL INSTALLATION BLADE ON SHEET 19 TON ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone . ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. < t, •• , BERTHA HV TM �� ... .. �r ,,, ��`••''�X ,E s11LIECO .. A.S.S.A. Accordion Shutter System 7 H.V. IAADE #1 W/ OR W/O H.V. WNDOW RASE _ N°' �4j — TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 F 4268 West Roads Drive STA�E � Phone (305)871-1530 Fax : (305)871-1531 2 DRAWING No '�••• w e-mail: tilteco®aol.com West Palm Beach, FL 33407 FL0RI Q ••'•�<<<< CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 3✓j� /C •'•.,,,, s WALTER A. TILLIT Jr. P.E. 4 SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET 6 1 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV + BLADES LAS. APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & WALL FINISH 1/4"0 TAPCON WITH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON ..•.I ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. 4"xB" (Min.) EXISTING EQ EQ "- 2" MIN. EDGE (IF APPLICABLE) PENETRATION OF THREADED WOOD BEAM REQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER. _ O OF EXISTING WOOD BEAM I. N (SEE SCHEDULE ON SHEET 15) PHILLIPSTRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD 1"M. _-MACHINE SCREWS REGISTERED ENGINEER OR EQ EQ TRUSSES OR 19 -EQ EQ W/ 1/4"-20 NUTS ARCHITECT PRIOR TO 1/2" - 1/2" RAFTER ® 24" SHUTTER INSTALLATION. O.C. REQUIRED F ® 12" O.C. 14-0 TAPCON WITH 1 OR 15 ADVANCED THREADFORM EXISTING SOFFIT �, TECHNOLOGY W/ 1 1/2" Min. 17 3 4" Max. THK. a PENETRATION OF THREADED / e Max.Max AREA TO EXISTING WOOD BEAN iv? S S/4" EQ EQ I 1"x4"x1/8" CONT. ALUM. TUBE OPTIONAL IE i (SEE SCHEDULE ON SHEET 15) EQ EQ (6063-T6 ALLOY) W/ 06" O.C. I (3) 5/16"0 LAG SCREWS TO 11 Or 13 Or 15 EACH RAFTER OR TRUSS. or 13 or 15 LOCATE LAG SCREWS AT EXISTING MIN 2"x4" I I I I_ _ I MIDWIDTH OF EXISTING WOOD EXISTING--4 HEADER REQ'D MIN. SEPARATION I I I OPEN HOLE AT EACH MEMBER, (2" Min. NOMINAL WIDTH) GLASS I TO GLASS I I I I STUD TO ACCEPT W/ 2" Min. PENETRATION OF II (SEE SCHEDULE ON SHEET 11) I I I EXISTING 5/16"0 LAG SCREW � THREADED AREA. VALID FOR GLASS INSTALLATIONS WITH 72 psf AT CENTER OF TUBE. I I I MAX. A.S.D. DESIGN LOAD AND MIN. SEPARATION I I I I I 1 -I I SPAN. THIS TO BASS(SEE MN. SEPARAMON s I I INSTALLATION S ONLY VALIDOHV WALL HEADER INSTALLATION 11 FOR BLADE EXISTING SkInDUIEON SHEET I I FOR WOOD W/ MIN. SPECIFIC ON SHEET 19 SAD®&�19 I I I GAS H 11 FORON SHEET �D GRAVITY OF 0.50 I I I I 1 OR FIR OR OUTHERNAPINE No. NOTES. d I OR BLADES t0&� I I 1 ® OR EQUAL. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 4 2 NG SECTIONS CAN BE COMBINED IN ANYWAY TO SUIT ANY INSTALLATION. J)HY CEILING INSTALLATION O HV CEILING INSTALLATION MIN' SEPARAMON II MIN. SEPARATION I I I I i��ON I II- �OR ®� IMIN. SHEET TOEGLASSON i TO GLASS JIII FOR BADEOAND I I � ( E SCHEDULE EXISTING �EXISTING (SEE SCHEDULE ON SHEET 11) GASS \yHE 19 MR ONSHEET11)1 II II <cLAss I 1 I I I I I I I I II I I I ANCHORALTERNA TF I I I 8 I II I EXISTING WALL LOCATION GLASS I 2"x6" MIN. WOOD u FINISH f 1/4„- O 3/8" MIN. #tOx3/4" HEX ' I + f DECK REQUIRED 19 Max. 6 + 7 3/8 MIN. _WASHER HEAD TEK (NO FINISH ALLOWED) 2.,x6" MIN a 7 . WOOD SCREWS ® 12" o.c DECK REQUIRED (NO I N 13,OR FINISH ALLOWED) _ - EDGE OF DECK EQ EQ w IF APPLICABLE 1/4"0-200/4" S.S. EDGE OF DECK 1/2" w 1/4"0 TAPCON WITH 1" PHILLIPS TRUSS HEAD IF APPLICABLE 1/4"0 F.H. TAPCON WITH EDGE J2" ADVANCED THREADFORM ADVANCED THREADFORM +Min. MACHINE SCREWS - TECHNOLOGY W/ 1 1/2" Min. W/ 1/4"-20 NUTS 4" M . 2" MIN— - OF - TECHNOLOGY W/ 1 1/2" Min. 2"x4" CONT. PENETRATION OF THREADED ® 12" O.C. DECK IF PENETRATION OF THREADED SILL PLATE AREA ® MIDWIDTH OF WOOD 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE MIN.- - AREA ® MIDWIDTH OF WOOD PLATE. PLATE. THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) REQT (SEE SCHEDULE ON SHEET 15) W/ 1 1/2" Min. PENETRATION OF (SEE SCHEDULE ON SHEET 15) + SEE BLADE IMIA ONNSHEETOF U19 OF O V WA —OVER INSTAL ION �V HV WALL_ SILL INSTALLATION, WO HV FLOOR INSTALLATIONFLORIDA BUILDING CODE (High VelocityHurricane Zone) \`���1t%l9 �i Atilt", °°/ ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. '�EN.. BERTHA HVTM ' �� s EI L E C t3 l N c. A.S .S .A. Accordion. Shutter System No. 441 7 = H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE IDRAWN BY: M.P 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 ,U•, STAGE Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive z FL�R�. P ,•'�`s�` e-mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING NO 3 �, S;i"' (��� `'� wALTER A. TILLT19r. P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 20— 69 i01 rS` ONA le 1�� 'E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 5 SHEET � 11 11 � 6 1 17 OF 20 END INSTALLATIONS 1 HV & (R HV f BLADES INTO 2"x4" MIN. WOOD STUDS. 2"x4" MIN. WOOD STUDS. 1/4.0 TAPCON WITH tt (AS APPLICABLE) ADVANCED THREADFORM "< 2"x4" MIN. WOOD 2"x4` MIN. \ / TECHNOLOGY ITW BUILDIX STUDS REQ'D. t 2"x4" MIN. WOOD \ / (AS APPLICABLE) \ / ANCHORS ® 6" O.C. WALL \ / W/ 1 1/2" MIN. THREADED STUDS REQ'D. \ / FlNISH PENETRATION INTO STUDS OR \ / W/ MIN. 1/2- THREADED ' \ / t; FINISH _ I EXISTING GLASS / 1 PENETRATION TO 1/2` CDX / \ PLYWOOD 1F NO STUDS EXIST. '_ EXISTING GLASS EXISTING GLASS ( _ E EO\\ T \\ EXISTING GLASS MIN. SEPARATION I i/2" MIN. CDX .� I�EQ EQ\\ f TO GLASS (SEE _ - -. — PLYWOOD--'-, SCHEDULE ON SHEEP Y 1/2` MIN. CDX `:``,. MIN. SEPARATION MIN. SEPARATION MIN. SEPARATION PLYWOOD. TO GLASS (SEE TO GLASS (SEE 1/2" MIN. CDX-- SCHEDULE GLASS(SEE 11 FOR BLADE SAND 1/16"x3" M ` SCHEDULE ON SHEET - SCHEDULE ON SHEET s .5 B �� 19 FOR 6063-T6 CONT. W�`J Z1 2" MIN. CDX 11 FOR BLADE SAND 11 FOR BLADE 1(DAND PLYWOOD. 1/2-"~ 111 FOORR BLADE([)AND BLADES & ( ALUM. CLOSER FINISH / PLYWOOD. ON SHEET 79 FOR I ON SHEET 19 FOR ON SHEET 19 FOR 1 2' MIN. PLATE. (LOCATE 1/2" BLADES(I& WALL FINISH BLADES 0& BLABS D - AT EITHER SIDE MIN •USE 1'OR 2'MAX. OF®) (AS APPL1CA8UE)x2'x1/8'x0'-2• 1 1 ALUMINUM CUP ANGLE —j1 Qk 1/2' S.M.S. t, ®16 ❑.0 1f (6063-T6 ALLOY)AT MI aCr1T — — 11tt10xl f �/'LY (1)f10.1/2-S.M.S.S.M , 016 O.C. ro a /C. S.M.S. — &(2) 1/a'/TAPCONS — — r— TAPCON WITH ADVANCED t 4' ITW THREADFORM ANCHoeSNOLOGY '!1 .OR ♦ (LOCATE AT T EITHER SIDEOF 4) ® SEE DETAIL X FOR_ 1 OR ®� mwALL O 1 OR ®� - - - � SIDE CONNECTION SEE DETAIL X FOR �10 R ®� TO TRACKS SEE DETAIL X FOR as art 6 • as 8 10• 3 SIDE CONNECTION « art 6 7,art 6 aw 10« a+ 4 a art 6 8 10+ a+© ® O O7 O O O SIDE CONNECTION TO TRACKS ® ® O ®°N®art 6 .O"®a+10+®� TO TRACKS END CONNECTION DETAIL T7 END CONNECTION DETAIL ® END CONNECTION .DETAIL END CONNECTION DETAIL �0 EXISTING A. REQUIRED ONLY FOR SPANS GREATER THAN 12'-0` EXISTING GLASS 1/4"0 ADVANCED TH WITH 1/4"0 TAPCON WITH — /—GLASS — ADVANCED YJITW DFORM ADVANCED THREADFORM r i TECHNOLOGY ITW BUILDIX TECHNOLOGY ITW BUILDER )--- I 2"x4" MIN. WOOD ANCHORS W/ 1 1/2` MIN. ANCHORS W/ 1 1/2' MIN. THREADED PENETRATION THREADED PENETRATION / '` SEE LIMITATIONS OF USE OF MIN. SEPARATION STUDS REQ'D INTO STUDS ® 12" O.C. INTO STUDS ® 12" O.C. N10x1 O.C. S.M.S. MIN. SEPARATION BLADE 1A ON SHEET 19 10 GLASS (SEE 016 C.� TO GLASS (SEE SCHEDULE ON SHEEP SCHEDULE ON SHEET z;, *MIN, " 4 11 FOR BLADE OAND . 11 FOR BLADE [)AND 4 ON SHEET 19 FOR I ON SHEET 19 FOR BLADES Q& r BLADES 1)& 1/2 Y 1 I ----- ----OIL ©OR®OROOR 'El ----- 42 -- ---�, �OR130R OR� lO R 1 5 X2MIN� MIN. —— OR CAS* q a ort6 a �OR13OR�OR� © ® 0+07 O O ® WALL FINISH 2"x4" MIN. WOOD WALL—11 © ® O`Dart®°^10`® VIEW Y 10;®°N©«®°°©«©a" STUDS REQ'D. - FINISH 10+®°R©«®a©•®°rt ©+O7 •©art©+O+®°fl ©+O.©art®`O+®" .T 'Z'` DETAIL END CONNECTION DETAIL 1� END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) ©2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. `T '-, BERTHA I�IVTM a.�`�Q�:•'`�GENS • • •..' 11LIECOIN . A�S �S,A, Accordion Shutter System No. 44A6H.V. BLADE #1 W/ OR W/o H.V. WNDOW BLADE _ * _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,No DESCRIPTION DATE DRAWN BY: M.P •' cTR�E .�y/1 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316,1 Association, Inc. 1 OLD 17-122 '/6/2020 DATE: 7/6/2020 •O , J / ��7 Phone (305)871-1530 . Fox : (305)871-1531 4268 West Roads Drive 2 FLORA ( e—mail: tilteco®GOl.com West Palm Beach, FL 33407 3 DRAWING NO 5.••..•• ����� — CA-0006779 Phone: (800)432-2204 . Fax: (561)209-8380 20� s9 RACIER A. TILLIT Jr. P.E. 4 °0°i SIGN A tee°p.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 g //N����(i��m �� SHEET 6 18 OF 20 * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (1-)'W BLADE ACCORDION SHILITTIFIR §=M WORKING IN G ®+ © ' �M�j (0� (T� (U 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, — 110 p.s.f. A ��- , Y Y Y Y" 2. MAX. SHUTTER SPAN: 96". ir 3. ALLOWED MOUNTINGS; A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M, 0, T. U & W ON SHEETS 16 & 17. 4. ONLY� ® SYMMETRICAL OPPOSING® ARE ALLOWED WITH LAYOUTS 5ED IN A ES NMETR CAL OTES R AT EXTERIOR OR T. IN CASE OF DE OF OPPOSING z — 4 oR 25 CENTERMA . 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP. EA. END f s IfIN s s' 1' s s` s s' s a s (3"0 HOLES)'FOR ®PER BLADE AT SPACINGS SHOWN ON SHEET 4. ! s s ! s s (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A 4 OF ANY 3"0 HOLE FOR ®SHALL BE 12". MAX. 5 WINDOWS a s s 0s , s ALLOWED AT HV can WINDOW BLADE � o r ' ' ' ' (C) FIRST OR LAiT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 s s s' s' s s s s' s s` \N s' ,' nu. (D) HV WINDOW BLADE(9 MUST BE USED ALTERNATE TO A SOLID HV BLADEO s : , . THROUGHOUT SHUTTER'S WIDTH. X Q 3�OE (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o s s s s'' s s s ��� s' s`' s s' s'' , s BLADEOAT EITHER SIDE OF THEM. I f ! ! f O F',,,Zoe 1 ! s (F) POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO THTT TABS FACE SEE END z g THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW I"MUST BE CONNECTION _ ` s' s s' s s` ss` s`' s ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS f ! r ! i INC. 10 & 18 TYP. " FULL HEIGHT. -. �� 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 AN BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES zTYP TYP ;441 =�_� g a 1 & 2 ABOVE). iv 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE: D H5' (TYP TOP & BOTTOM SEE PLAN FOR REQUIREMENTS) W -Z;_ `-� OR a OR 6 0)+ 7 O) SHUTTER SPAN MINIMUM SEPARATION TO GLASS i7NLIMITED WIDTH 96" Max. 5" ELEVATION MIN. SEPARATION TO GLASS EXISTING GLASS '.,SEE SCHEDULE ON SHEET 12 FOR BLADE(J) _—_ —— AND ON THIS SHEET FOR BLADES 11)& ------------------- ----------��------� --------- ------------ / 21h 5 �;TYP. � u. 1 �\ -- I —_ OR 21 TYP. SYMMETRICAL CENTERMATES 21 W/ 2 OR ®SAND W/0 (SEE NOTE 4 ABOVE) PLAN TYPICAL 1 HY BLADE W RKING IN UNISON WITH HY WINDOW BLADE JA SHUTTER* N,�--___ �y)q N.T.S. FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) /T''i'��� ©2020 TILTECO, INC- ©2020 EASTERN METAL SUPPLY, INC. o;��Q�•��ENS' BERTHA HVTM 41 7 � L E � � �wc. A.S.S.A. Accordion Shutter System No. 4 H.V. eLa�E #1 w/ oR w/o �.v. wlNoaW BLAOE - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVAC DESCRIPTION DATE DRAWN BY- M.P v SKATE Association Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 6355 N.W. 36th. St., Ste. 305, VIRGINfA GARDENS, FLORIDA 3316 � Phone (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 0 R, ��� a—mail: tilteco®aol.com West Palm Beach, FL 33407 DRAWING No 3 ONA �i� E`SAL/SIGNATURE/DATEE WALORDA OLcl6#1441 7E Phone: (800)432-2204 Fax: (561)209-8380 4 20-1 69 ����i11�nn '0s SHEET 6 19 OF 20 REQUIRED MINIMUMAR)EI INSTALLATIONS W 1 HV BLADE & HV CENTERMATES �1 -� 2.DDD" Max. 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Max 083" Min. G-60 GALV. STEEL W 43b INTO METAL STUD WALLS METAL STUDS AT 16" O.C. 1 .6 I ® 6" O C 4� 41 �hN�. O o ' - -- ,/�" 47s" 3CONDITIONS1 f 4-o NOMINAL w w * GENERAL LIMITATIONS ONS AND OF USE ALUMINUM SLEEVE 1" 43p o FOR B RTHA HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY REQUIRED MINIMUM I Min. 12 I ,� o 1 3/4"x 6 1/4"x 0.035" THICK Min.I ® 6" O.C. �� N SYSTEM INSTALLATION TO METAL STUD WALLS ASTM GALV. STEEL TRACK CHANNEL, I 4" O SEPARATION TO GLASSSCHEDULE In 3.000" ASTM A-653 GRADE 40 Min. G-60 I ! � (V - Max. GALVANIZED FASTENED TO STUDS I ® fi" 0 C• EXISTING FINISH 39 ��7 } a 1• MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. W/ (2) #6x1/2" TEK SCREWS ON I AS APPLICABLE , ; , ; a- MINIMUM INTERIOR & EXTERIOR FACE 2. MAX. SHUTTER SPAN: 84" SEPARATION I MIN. SEPARATION w - (jD LENGTH + 1" - EXISTING GLASS--I _ TO GLASS I ; K TO GLASS —, (SEE SCHEDULE) = 3. ALLOWED MOUNTING: MS ON THIS SHEET. " 43 �, 3 1/4" 43 1�4 �-20X3 BOLT I: EXISTING FINISH I' i ' i (TYP.) It 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE AS APPLICABLE ' i i i WITH 21 ARRANGED A SYMMETRICAL LAYOUT. REQUIRED MINIMUM I , , , II 1 3/4"x 6 1/4"x 0.035" THICK Mini ® s"o.c. I I , . I 1 _j USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE -1.373" CONT. GALV. STEEL TRACK CHANNEL,I 43C 43a I I I __ ASTM A-553 GRADE 40 Min. G-60 I I r INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 250 050" GALVANIZED FASTENED TO STUDS i ® s" O.c. ' - -- CENTERMATE. �-I--�r�nl W/ (2) #67 1/2" TEK SCREWS ON ; f N INTERIOR & EXTERIOR FACE I 1" o X Min. _ _ 1/4"0-20 THREADS o` a ---_ _ 38 BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C 1 4"4� L CONSTRUCTION w w -= 1/2„ CENTERMATE 21 APPLICATION WITH BLADE 1O PRODUCTS FAB—LOK HD � 12 REQUIRED MINIMUM W I ` 43b 6"x 1 1/2"x 0.035" THICK I VARfES =t; @ 6" O.C. Min. ASTM A-653 GRADE 40 1.1.4:'Ma?�•' MS WALL HEADERZSILL INSTALLATION COMPONENTS Min. G-60 GALV. STEEL r:..'.;'::'` ;' I S APPLICABLE EXISTING FINISH A METAL STUDS AT 16" O.C. SCALE: 3/8"= 1" (TYP. TOP & BOTTOM) - - - - - - - - — ALI - - - - - - - - — - - - - - - - y — 1 3/4"x 6 1/4"x 0.035" THICK Min. EXISTING GLASS _ _ — — CONT. GALV. STEEL TRACK CHANNEL, :... ,.. ... : — A — — — 0 `.:-.' :..-.. _ ASTM A 653 GRADE 40 Min. G-6 y SYMMETRYCAL ` I I I + - GALVANIZED FASTENED TO STUDS 430 43b 43c . r I SYMMETRYCAL I' y '� I'�y MIN. SEPARATION VARIES; { W/ (2) #6x1/2" TEK SCREWS ON CENTERMATES W/ CENTERMATES W INTERIOR & EXTERIOR FACE I I ; ; I I r TO GLASS 2,. I r i ; I i ; : I I (SEE SCHEDULE). .Max. .• I ; EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE :I I I . --- ------------ ---------------- ------- ------ ----------------------------- ------IN ---- -------------- __ _:_--- ---------------- 11 F— 6" TYP.) MIN. SEPARATION To GLASS 3 MIN. SEPARATION TO GLASS I N ; W/ INSIDE LOCK(SEE SOEULE) 6"Min. W/ OUTSIDE LOCK (SEE SDEXIE) 4 I S=----------------------------------- ---------- - - -------------------------- - - --------- ---- . 12 t�' --------------------- __ a -------- -------- ----------- -------- --- ------------- ------------- ------------------------------ - ---------------------- --- ----------------- ---- -- -- --- ----- -------------------- ----- --------- ___ __________ _{—_ _ _--___—_— __ —_ __--__---_—_---__--T F---� 21 21 42 -- -- - 1 2 1 i 21 1 LOCATED AT 12 ----------- --------- -- --------- - --- ------------ ----------- ----- - --- --------------- --------------- ---- ----- HV HEAD E / ILL ENDS 24 VIEW Y 1 2 3 1/4" (Typ.) 6 1 2" T 1 3 (6" Min.) SIDE CONNECTION TO TRACK (Cont.) / ( yP) 7" 7" —6 1/2" MAX. SLACK HVA HVB BLADE SLACK DETAIL HVF HV(' FLORIDA BUILDING CODE (High Veloci Hurricane Zone AF2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ��ENS J,Q • �' 7 11LIEC01 N A.S.S.A. Accordion Shutter System 441 H.V. BLADE 1 W OR W�C. _ American Shutter Systems REV.No DESCRIPTION / AT RAWI BY: M z :CCTILLIT TESTING & ENGINEERING COMPANY S�AlE F • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 gyp'• P �1��� K/ Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 FL 0R\ �\ `�� �(/ e—mail: tilteco®aol.com West Palm Beach, FL 33407 3 DRAWING NO CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER A. TILLIT Jr. P.E. 4 20-169 S/ONM1 DATE SEAL/SIGNATURE/ FLORIDA Lic. # 44167 5 SHEET ��"Ifli 111 ��� 6 20 OF 20 /T1 L E CO INc. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL C.A.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0709.05 DATE: July 09, 2020 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: BERTHA H.V. ACCORDION SHUTTER SYSTEM HV BLADE 1 W/ OR W/O HV WINDOW BLADE SUBMITTED BY: American Shutter Systems Association, Inc. 4268 Westroads Drive, West Palm Beach, Florida, 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61 G20•3, Method Id of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT 1P.E.D.1: Drawing No. 20-169, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM", HV BLADE#1 W/OR W/O HV WINDOW BLADE, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/Q&2 11110",, This drawing is an integral part of this Evaluation Report. X����`%%(E ...:.... ✓ No. 44167 -o'• STATE OF 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530 -FaXr,, Q�� �h //lllllllllltl�''', PRODUCT EVALUATION REPORT NO.20-0709.05 2 2.2.TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E.,as per ASTM E 8. Report No. 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 1 A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report#0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Markrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12l14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report# ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693, dated July 2likic�( a, N. T!( signed and sealed by Frank E. Grate P.E. as per ASTM E-8. +�`�'��R ..... , ENSF' �'A _ s 0 44167 STATE OF ��''�• SSlO N 0-E PRODUCT EVALUATION REPORT NO.20-0709.05 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade for Keystone Mounting) And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 20-169 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.), Drawing # 20-169. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #20-169. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 20-169. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.20469. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. The HV Blade Working in unison with HV Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 20-169. Minimum separation to glass shall be as indicated on sheet 19 of 20 of drawing # 20-169. �rti fi . 44167 =.* * = -o' STATE OF PRODUCT EVALUATION REPORT NO.20-0709.05 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.), drawing No.20- 169. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 20-169. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 20-169, prepared by Tilteco, Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 20-169. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). o. 44167 SAA '.gyp' FLORIOP 'Ne��'��` WATILL D:1 TILTECO ADMON RECORDS 1 P.E.REPORT.201 AMERICAN SHUTTER SYSTEMS ASSOC IA f � H.V.ACCORDION SHUTTER SYSTEM HV BLADE 1 W/OR W10 HV WINDOW BLADE 1 DR NG# 2M709.05