Loading...
HomeMy WebLinkAboutProduct Approval 1/27/2021 Florida Building Code Online I Ili,Cl :� tt ecis Home I Log In I User Registration I Hat Topics I Submit Surcharge I Stats&Fads I Publications ' Cl!Us (�BCIS Site Map t Links •Search• Product Approval Honda }r USER,Public User L4� Product Approval Menu>Product or Application Search>Application Llst>Application Detail 30 FL# dip FL1850-R13 k � ' V Application Type Revision c Code Version 2020 m �Lig Application Status Approved ®®Slp ® 13 1;IV 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 YAP 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 In 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_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdGUrQENA7XInmYs4flBG15Q%3d%3d 1/3 1/27/2021 Florida Building Cbde 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 FLIB50 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 REPORTp 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 FLIS50 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 FL18SO 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:/Ifloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrfdGUrQENA7XInmYs4flBG15Q%3d%3d 213 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 FL3850 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 HV1 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 32392 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cogyrioht 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: eCkec"E E i Credit Card Safe https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQxMDgs9%2f%2ftCOhpJQoe]ShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 3/3 �w..wrr L . ► INC TILLIT TESTING & ENGINEERING COMPANY WALTERA.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 Wl 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. 61G20-3, Method 1d 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,(P.E.D ? Drawing No. 20=169, titled"BERTHA_H.V. ACCORDION SHUTTER SYSTEM", HV BLADE#1 Wl OR WIO HV WINDOW BLADE,sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A. Titlit, Jr., P.E.; dated 071Q64Qnn�tltl11114/4" % RA•Ti(l This drawing is an integral part of this Evaluation Report. �'t�...• ...•/T� y�? •\�CENse' ..� 's No. 44167 -o' STATE OF '% E' '•••.. .•• '� N 6355 N.W. 36th Street; Suite 305,Miami,Florida 33166-Phone: (305) 871-1530 -Fg1si,,j8 �, �I � lllllllllllltl��`� PRODUCT EVALUATION REPORT NO.2"709.05 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 05/23106 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 200 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 # 1.OFM-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. r For HV Window Blade I 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 12i14/07, 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�?n�;�4►20A�$4,6�,�� signed and sealed by Frank E. Grate P.E. as per ASTM E=8. STATE OF 8/0 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-1'886 and E-1996 (for Blade 1 A). 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#20169. 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 # 20469. Minimum separation to glass shall be as indicated on sheet 1.9 of 20 of drawing# 20469. �li�liiliilS4ltI7 ,,�i PT I `s°A 44167 STATE OF . .o• 4 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._LIMITATI.ONS 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). Tit��1►I1i1111►Iilt���i \,ENSE' �A Dcl TILTECO ADMON RECORDS 1 P.E.REFORT.201 AMERICAN SHUTTER SYMMS ASSOCIA H.V_ACCORDION SHUTTER SYSTEM HV BLADE 1 W1 OR W10 HV WINDOW BLADE 1 DRWG#20-16 It 20-0709.05 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 202D(71h EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION1020 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 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. AREA 1: HV BLADES(11)& dAl IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 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 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS HE USED IN THEIR ANALYSIS, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS'BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 -HV BLADE Q 00214.01-03.#0715.01-03,#1004.01-05, #1214.01-05,#0317.02-06 50609.01-10 AND 00210.D1-11 AS PER TAS 201.TAS 202 AND TAB 203 PROTOCOLS &01220.01-10 AS PER TAS 201.TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE(7 AND HV WINDOW BLADE Q -HV WINDOW BLADE 1A 00505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION Ec NOTES ON LOCKS SHEET 5 2.HV BLADE CD AND HV WINDOW BLADE 3 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 N.Y.ACCORDION PINS(MY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 9 102.75 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 MY MARKING ON THEIR HEAD. A.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 kst AND 35.7 kal 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 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kel MIN.YIELD STRENGTH AND 90 k5I 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 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE-CONCRETE BLOCK SHEEP 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(D&p? 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/6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT g5'458.179 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 Q 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 MY AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 it.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 n ONLY 12.BERTHA N.Y.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:L..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. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO 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 LT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 02020 TILTECO•INC, ®2020 EASTERN METAL SUPPLY,INC. ��':.. A � S► BERTHA S7VTM P` EN Accordion Shutter System ��� F LL E C o i � A.S.S.A. s KV. BLADE#1 W/OR W/0 RV. %MNDCW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems e H DESCRIPTION DATE DRAWN B4 N.P . No.44 67 _, ..J/ y DY.a • * �f6�/ �[/ 055 N.N.38N.St.,Ste.305.VIRGINIA GAMENS,FLOMDA Ala Association,Westad Inc. 1 OLD 17-122 /6/202 DATE: 7/6/2020 * -L! 4268 West Roads Drive 2 2.-O'• STATE OF Phona:(305)871-1530.Fax:(3D5)871-1531 West Palm Beach, FL 33407 DRAWING No s- .11:b'Itceoeaol.cam S CA-OD06719 Phone: (800)432-2204 Fax: (561)209-8380 20-169 �i�,�C''•, �� WALTER A DU-Ur Jr.P.E 4 �N' /SIGNATURE/DATE FLORIDA Uc.j 44167 5 SHEET 6 OF 20 •�J'e FOR WINDOW BLADE® p' N VARIES 1 t.1 \\ 4 I 9 8 430. o cI v — ass 4785 L_ a.371• �� e6A v, .3-75� (5)HV .90'/180' STARTER 1OHV SOLID BLADE 3OHV UNIVERSAL FLOATER w / COVERED UNDER US PATENT # 5458179 QUALIFIED OR USE W QUALIFIED FOR USE W/ HV BLADE@ ®. V HV BLADE 1® HV WINDOW. BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�E W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE Ii? 373' ® 3.226' �,Sp 6063-T6 ALLOY ADD TEMPER I 6063-T6 ALLOY AND TEMPER ,12C e i 08S" ?a i �0� 2.67D" gin. 3.556- 1n (TYP•) I 1.000' .670' 2.226` I m 5i - 072 ' 1642; AF 07 HV ADJ. .ADAPTER W� IP 4.456' - 125C Y 1.375 3.zz6' - 072- QUALIFIED FOR USE W/ FP/ ®HV WALK—OVER TRACK .920 ©HV ADJ. FLOOR TRACK BLADE 11) QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK ess• 3.7sD I 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. Icy RAINGUARD BLADE(1� 6063-76 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A D TEMPER VARIES 19 6� BLADE 1• 1.915' VAPJES. 1.936• 6063-T6 ALLOY ANNND TEMPER Mli- DEL3' -y o ml m. � 083' 1 083• ro o I .08 093' .093' n .12- .,DD- rI _ - ---� ;Uom n 870 nI 093° ..A93• .060' !I m .060'-. c .1 686' if 4 -�-F— 14 �s OF. 870'1 1.686• 0 g'S, l :670' ( o ( 3.5-1 1 3-529• 70 �y,7 11 HV CEILING HEADER (p HY HEA� ILL 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W HV BLADE 1 ONLY Q LIFIED FOR USE W/ HV BLADE ONLY, 6063-T6 ALLO AN0 TEMPERO QUALIFIED FOR USE W/ HV BLADE iQ 14 f�0 WALL HEADER/SILL. SEE SECTIONS FOR VALIDf1Y.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 �' MN.X M11_Y MN.t I X Y t 1• 1• 0.062- �i 7 2 s'Max 1/8' 1/9" 2' ( z' 0 " 3' 3' 01090.09D 18 2- 5'MAX. 0.192', 0.192" SIDE ANGLES - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES. ,9 2.5' 7'MM, 0.190 10.190" CORNER POSTS BLADE iQ QUALIFIED F0,K,USE W/ HV QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX.10.139" 0.131• BLADE ND 1 6063-T6 ALLOY AND TEMPER I 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone II III ®2020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVIM 1 L E �� BLADE Shutter System C O . � KV. DE#1 W1 OR W10 KV. W BLADE No.4_,167 American Shutter Systems REV.No DESCRIPTION GATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY '►flr1� Association,WestRoads DriveInc. 1 OLD 17-122 /6/202 DATE 7/6/zozo N .W.55 N 36Ui.St,file.Sal.VV2GR:14 GARDENS,FLORIDA 3316 4268 West-0 STAT OF Phone:(305)871-1530.Fax:(305)871-153, ; y a-mail:tiltecoIl l.eom West Palm Beach, FL 33407 3 DRAWING No %���;•,•F�I)R QQ• �� CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 20-1 69 \ WALTER A.TItLT Jr,P,E. N p ��(��'SEAL/SIGNATURE/DATE FLORIDA Lic.y 44167 6 2 SHEET OF 20 .. 4.6`0` .. .929' .. .. _ 4--20 DIE 4.576' 745'..0 2.293' MT HEAD/x 1 T/THREADED HOUSING EHAI .293' .745" I m.3¢'. SS.M.S. + THREADED BAKED PANTED THPEABFDV.7. BWED inSTURN_,a c .o318"61 6RlSSmKNOO. T� ' � CYLNOFA EPLAEA 0- _ 'e.4y5`•�f + r. m y • • m PLANETSNED)(CNROHE (CHROME PLATED) 21 HV.CENTERMATE, 2 F C 's y1 i 5 -j- m" ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O&OA ONLY 'V 3023• B75' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER QUA�ED FOR USE W/ HV BLADE(1)& 1A ONLY /�, QY _ 6063-T6 ALLOY AND TEMPER IL31 V C CE R A. BLADE Qt & ®ONLY. BLADE 1Q& ®ONLY. • 2 74' Q ALIFIED 6065-R USE 6 ALLOYWAND TEMPE HV R 1 ONLY PLASD HEAD 250"o.Df n �S 18' 1 56' 9 2' c2-• MOLDED TO-"\ to �( 4.04.__ 5-__y...t SCREW 753" .. 1 a q 062 � • c .625' � •360'AFTER RIVETING c gym, ON, D mBEFORE RNETINC t o00 0 z /4" -20 X 3/4- IN S.S. THUMBSCREW .?/4"0-20 RIVNUT* Ir n *SERIES 9"4'ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN o a < I x T30 i76 _I ( 8�. SHEEP TDIT IT,PART I 0820,AS MANUFACTURED BY AVDEL ---- CHERRY TIXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN FRONF ELEVATION " " I_ 4 565 .1. I . ® •K " " HV ALTERNATIVE LOCK_ LOCKER 'FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ) ONLY ® HV FEMALE T LOCK CENTERMATE ® HV "T" LOCK © FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-i6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/Hy BLADE 1Q ONLY.QFIED FOR USEQUA BELADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP ERR''1 91 o 3.161 - �: g6 I THUMBNRN �' 3 . 1 I s`, �•(-I{( CYLINDER OR .214" m� 06 ,062' I �J- KEY CYLINDER < 214 i m m I .545' 1O pi g. ew 0.875'Min, c' m N 4 m g Q° r 1 .125 D •Mo:. 31 HD CENTERMATE W/ NO LOCKING ROD. ® C W m QUALIFIED'FOR USE W/ HV SLADEQ..&0_� QUALIFIED FOR USE W/ HV BLADE,). &� 81) 'S .I S5RT ,604' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER o QUALIFIED FOR USE W/ HV BLADE 1 & 1Q `, ��8 VARIES,.12"MIN. 6063-T6 ALLOY AND TEMPER 1/4'�-20 S.S.OR 3/6'a-16 t1/2- -"J LAN�N ACEML THUMBSCREWS. �IT1 (SEE DEWS) U° OR KEY 111111 - - AV*" _ 157M CYLINDER .._ ,nLOCKING RODS 7s m ®_HD LOCK m QUALIFIED FOR USE W/ HV BLADE iD © HV 3/.8"0-1¢•-ACETAL 3 HV 1 f4" 0-2Q AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 0 6063-T6 ALLOY AND TEMPER THUMBSCREWS �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& Z .�o71NSTALLATION WILL'REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADEQI QUALIFIED FOR USE W/ HV BLADE 1) D�TFFILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE-(High Veiocity Hurricane Zone • jlj(�{I; �fJ/// 02020 TiLTEC0.INC. 02020 Ek7ERN METAL SUPPLY,INC. /7ILE C 0114C7\ smEERTHA'HVTM '�''�? V\GE ':''�': Accordion Shutter S stem KV. EILaDE#1 W/OR W 0 RV.WINDOW BI.PAE N0.44,6. - American Shutter Systems RCV.No. DESCRIPTION DATE -DRAWN BY: M.P- * -T T-'� TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD n-1zz /6/2020 DATE: 776/2020 6333 N.N.J6t14 5)t.71 153 VIRGNIA G(.305),FLORID1-15R 7316 •' STATE.'F Phone: 305871-/530.F. : m 871-133I West P West Beach, Drive 2 -. ��•• (V` ( ) ) West Palm Beoch, FL 33407 DRAWING No Q••.At 4-m C 0006emol.4mm ; i, �QRI Q`.,`•'a4G�� CA-0009719 Phone:(800)432-2204 . Fax: (561)209-8380 4 - 20-169 s,GNA• •`^•-,S wFLTERa nLLlEJn P.E. "1,;""S '•' ��EAL/SIGNATURE/DATE FLORIDAORI uo.g 44167 6 3 H OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8"0 HV HV 12'MIN. CE .0625' ._. 41 40 ® TO BLADEP J Q HV BLADE 1 E .iB75' -i625 �1 I `1--� HV WINDOW BIHDE .0625' FEnCN x y .0625 .0625' ® HV BLADE to { BuoE '0 OPENIN �' 0625 _1875' Y HV LONG RECESSED NYLON BUSHING _ 1: ( F N 3fiKNUp� OA625' ® HV SHORT RECESSED NYLON BUSHING Y ,,,,� ® ® N w 0 { I 'FIAT BU ON 09 R1� 3750' HV NYLON HAT WASHER O OR :t TILL N 4� HV WHEEL CARRIAGE AISI 302-303 SERIES40 �, G mz•g75°' % 0.870"x3/16" THICK NYLON WHEEL. 3 I. I h N 2 7/8'MIN. FIV WINDOW I // I i.315'0 CLEAR 03.00 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION .M25'.� I .3.7500' HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR . � o OPeNLAOu BLADE ;� . .! ON c NT��,EaaD"°- 625' ® HV 2 3/4" ACCORDION PIN W/ 88 HEADYFeOA��noN ® ® POLYCARBONATE IMPACT RESISTANT HV WINDOW B � TYPICAL HV WINDOW BLADE •IF�A AND POLYCARBONATE NV WINDOW DETAIL - I Q OR I 4 or N.T.S. ® /-® (SEE NOTE FOR ( I Q OR ® j I i >IC POI Yr`ARRONA IMPACT RESISTAN HV WINDOW REQUIREMENTS) f . ! I I BAYER MAKROLON 3103 POLYCARBONATE 1 RESINS, UV-STABILIZED GRADE OR SABIC * TO BLADE B 7)M INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REOUIRE� BLADE KNUCKLE FORcYiI (SEE NOTE "F" ON SHEET 19). f � OOR® II aa /' NRL (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR f Ij BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR - I I'll I EXTERIOR POLYCARBONATE SOURCES FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY rI , ', ATAMINU a o� RESULT � ' ITRGL PROPERIIFD SUNdI® N.T.S. NY PIN Ig OR 43 AT - ICE ."1auYmz �uv (2) HV PIN ® MAY BE USED IN LIEU OF®AND ONLY AT E%T 1OR I � BLADE'S KNUCKLE. p % EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' (SEE NOTE FOR SPECIFIC M91n' ASTM 0792 0.oa mM' 0.0.3 m/In BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. O .t"A ®. 3 REQUIREMENTS) 'I TENSILE VELD SniENM ASTM Drag 9,4DD Psi. 9.500 P.al. TYP i I RMMPAL M1RmCM AT YEW AM m DM 12.S0D Psi. 13,4Da P.eL (3) HV PIN ©OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O' I RE URA MODULUS ASN D790 310000"°'' 3•5�P+L �etv SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j i II ! ,AID MOD Am,Due 19 Fr-mr 17 rt-mr" SHEET QO {I lui Fin BURNING WHEEL CARRIAGE DETAI L W SMOKE�DY ASTMI Dxea .72 x a.5 s 16W ASBURNINGSEMBLY LAYOUT RATE OF BURNING ASTM W35 C-1 CLASS C-1 CUSS N.T.S. R .S. SELr IGNIRON A511/D1929 10407 980'F lTAmF8184 ASTM 6155 TFD69E SWTW R,Y•1EA riUMDiPIG' ASM 63a 9]M P>Z ee40 Dal. C1� HV BLADE SOLID & QA' HV WINDOW BLADE DETAILS T STRESS allCRE WEA111ET0ND 's"e5a 84e1 P.Pl. ee9a Z. N.T.S. FLORIDA BUILDING CODE (High Ve1oc1 Hurricane Zone). ©2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,011111111M 7 BERTHA HVTM TIZ P K,V I L E C Q N�. �,S 1� :A. Accordion Shutter System y>; \G EN g :P '- , BLADE#1 W/OR W/o H.v.vnMM aADE S American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY: M.P N0.441 7 /// TILLIT TESTING k ENGINEERING COMPANY Aasociotion, Inc. 1 OLD 17-122 /6/202 DATE 7/¢/20x0 e155 N.W.Seth,SL,Ste.305,VIR(.9,W GARDENS,FLORIDA 3316 4265 West Roads Drive 2 /FJ-//J'L+ Phan.:(305)871-1530.Faa:(305)871-1531 DRAWING NO i o'• STATE 0 West Palm Beach,FL 33407 rm90:pTteGo0o01.c0m 3 2 CA 0 CA-OD06719 Phone: (800)432-2204 Fax: (561)209-8380 4 L���Va O •..FLORID :�' WALTER A.nLLIT Jr.P.E. ......... �C� t`�SEAL/SIGNATURE/DATE FLORIDA Va.g 44167 s SHEET e 4 0 20 nnuw NOTES ON HV SOCKS AND CENTERMATES- ®' 1.HANDATOiO'CONDITION Ile ONE HV LOCK®or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BE;L,OW 1 2 DF SHl1T(ER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS AT ANY ELEVATION. NV LOCK 1�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR w® 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. LIMITED MANDATORY CODETT1,11 #2'AM FL06R71 sru i ATIONS"--TWO HV LOCKS OR 4.OR-ONE HV LOCK OR W/TWO LOCKING RODS AT TOP k BOTTOM SHALL BE SE FOR ANY SPAN AND INS ALVn AT ANY ELEVATION. HV LOCK®OR®SHALL BE ATTACHED TO�7 OR CENTERMATES W/SAME SPECIFICATIONS AS PER I MANDATORY CONDITION (f t. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. 3. IF DESIRED,FOR BE17ER PERFORMANCE OR FOR SECURI71'PURPOSES, UP 70 TWO HV R - V LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE 1 ABOVE Il " C4'0R�%""9°F4 ® 1/'�4"" LOCATION OF LOCKS SHALL BE AS INDICATED)ON TYPICAL SHUTTER ELEVATION. £y= v f 4. 01077ONAL CAMDMON J2 OWD ONLY WHEN MAhIQ=RY CONDMON 41 0-UNRED MANDATORY CONDITION - y 5 USED!Y!1'>'o H_Y.._I GCKs). LOCKING RODS ARE NOT REQUIRED AT,-UURRICANE POSITION, BUT MAY II - 8E USED 1F DESIRED TO ENHANCE SHUTTER PERF) MANCE. LOCKING RODS j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5.MANDATORY CONDITION ITe ONE HV LOCK® S LLB£USED AT CORNER CENTERMATES FOR ANY SPAN 3s3 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, h �r� ggF ATTACHED TD®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS Oise 2 � AT TOP &BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION. / §�sdPf MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 Es 7INSTTI.,N ONE ALTERNATE HV LOCK _§MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND CE�c`D3 = S AT ANY ELEVATION,ALTERNATE LOC`� SHWS.S.THUMBSCREW T ®OR SHOWN ON SECTION HYE,SHEET 8. ON/3 OF SHUTTER SPAN. j 7,MWOMORY CONDITION/i FOR KEYSTnuv MOUNTING INSTALLATIONS-.ATi0Nc. ONE HV LOCK or or SEE END —' _ t - I 5,, USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR PANS UP SHALL BE CONNECTION 4 TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or®or®MAY BE USED AS AN INSIDE OR SHEENS ON DT " ' E x IJ K P o :q•• Yw x ®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. 118 T FULL OUTSIDE LOCK,ATTACHED TO®or HEIGHT. I .L � MM.S•LOTION OF LOCK SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS(5 W/ R OF CORNER TOP AND BOTTOM IS COMPLETELY MANDATORY. a,.mn M0 CENTERMATE *NOTES ON HV T LOOKS AND GGNTFRIlBTM �°R�°R©+OaR 8Ooe10•©3 t 1.SECOND AMBNAFE TO ONE ALTERNATE HV"M LACK MAY BE INSTALLED IN LIEU OF HV LOCKS 10•�°x©*O�i 7+©°fl —^U ®OR O FOR ANY SPAN AND I ALLATION AT ANY ELEVATION.ALT�NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKE�®,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8.0 x 3/32" WINGNUT OR W/ 1/4.0-20x1'SS.M.S. INTO A 1/4"0z 5or/8"RIYNUL OCK MAY BE INSTALLED AT.KING MIDSPAN OR 12" *MOTES ON Hp LOGKS & CENTERMATES• 1.HD LOOK(31 W/ND CEtfTERAGTES L OR(3�L W/(31; ONE ALTERNATE HO LOCK® MAYBE USED IN LIEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS 2()d DR( FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 98 x 3/8'F.H.S.S.M.S..AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS Hoe—HV8 AND HDC—HVC,SHEET 10•LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE ( h eloci urriccne'Zone) . A1,L11g1111111 qp @2020 TILTECO, INC. 02020 EASTERN METAL SUPPLY,INC. `�,,.•�P��ER A:. <<,T , BERTHA H`!TM ��cFn 9 �_MC® i�c S S Accordion Shutter System c ■ ■ ■ ■ X.MAX#1 W/ W/0 H.v,.1MND0W BLAIJE c NO.?4 6 = American Shutter Systems REY.RQ DESCRIPTION DATE DRAWN BY: K,p- / TILLIT TESTING & ENGIt4EERING COMPANY Associafiton, Inc. , OLD,7-,22 e 6355 N.W.J6W.SL,St..305,VIRGaRA GARDENS,FUNDDA 3316 //2DZ DATE 7/6/2020 01•• STATE :"{ ' Ph--:(305)871-1530.Fax:(305)871-1531 4268 West RoadD Drive 2 13 .—matt:ON- West Palm Beach, FL 334D7 3 DRAWING No WALTER A�TIWTtJr,P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 20-169 /SIGNATURE/DATE FLORIDA Ue.y 44167 5 SHEET 1 ull 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4'0-20x3/4'S.S, CONCRETE REQUIRED� CONCRETE ANCHORS .CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULE ON ) (SEE SCHEDULES ON W/1/4'-20 CONCRETE ANCHORS SHEET 13) SHEETS 13&14A) NUTS a 12,O.C. (SEE SCHEDULE ON SHEET 13) 1. 11. -- -- I �, _ I Mn. —1/4'0-20x3/4'S.S. CMin. i Z OR® ( 1 " 17 OR 18 EO�--EQ�w MACHINE SCREWS E0 EO M l _ USING 1/4'-20 NUTS 2 T l 1 0 12"O.C. E. D.• .zs0'Mox. I '- 13 GR 15 - __ 113 ap 15 .zso' Mo... D fr, I I .250'Mo �. J Mox. III III EDr• i� i i, I I-t •D• 1 I AIL_ I i OPRONAL i I I �i� OPTIONAL I r� ' I MIN.SEPARATION i _ .. -. f I I MINT SEPARATION ' TO GLASS(SEE i I SCHEDULE ON I�i I (SEE SCHEDULE ON I 1 1 '111 FOR BLADE 1 OR ® 1 �J EXG SJ SHEET 11) h�fitt EXISTING ON SHEET E FOR ! I MIN.SE` TION 1� n i ELADES 1& TO G1DUL + ® ��I —(SEE SCHEDULE ON I f DXISTWG I SHEET 11) ' ©bV WALL HEADER INSTALLATION. (A) HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION EXISTING IXG NLA55-1'-- 1 I j MIN.SEPARATION GLASS— MPL SEPARATION ;-1 �� I I I I EXISTING_I TO CLAS TO GASS(SEE I i—� I�. -1 OR 1 I -1 GLASS (SEE SCHEDULE ON SCHEDULE ON SHEET I i. ' MIN.SEPARATION I' I SHEET 11) . 1 11 FOR ELAOE 1AAND m I ttl TO GLASS I I ON SHEET 19 FOR �OU� {py 1 (SEE SCHEDULE ON [r�I , i i I! SHEET 11) I � .D• f\PTIONAI i I I 1/4•�, I 1/4'Max. EEE/// Ma. r x 11IIIII'� I.II. ,III. I �rj1 /.� OPTIONAL Ili. ._ 1'�� OOR© E.D. 'I' 1�1 11 11q•J I N 11 i i�- 1 2• I I9 I L1' 1 �__-__ LTEOEQ 1/4 0-20x3/4'S.S. Mi� PHILUPS TRUSS HEAD 1/4'0-20x3/4'S.S.P%LLIPS !! �.:/- 1 8MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS '-SONCRLTE ANCHORS , 1/4•-20 NUTS® 12'O.C. -(SEE SCHEDULES ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHEDULES ON Min, POURED CONCRETE`-' SHEETS 13& 14A) F f OR CONCRETE BLOCK POURED CONCRETE—,' SHEETS 13&14A) I REQUIRED OR CONCRETE BLOCK }CONCRETE ANCHORS WALL REQUIRED (SEE SCH _r EDULES ON OHV WALL SILL INSTALLATION OD HV WALLSILL INSTALLATION f POURED CONCREIE � SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR.COMBINATION OF SECTIONS INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER ED, EDGE DISTANCE AS (;TINGSEE SPECIFICWONS ON SHEET 13) SEE LIM VA OF USE FOR HV .BLADE E- MOUN SECTIONS CAN BE COMBINED BLADE ON SHEET 19 IN ANY WAY TO SUR AN1'INSTALLATION. - FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM ; � �A� Accordion Shutter System \\GEN F '� = 77iL7FE7C70:t:m:, � Hv. BLADE#1 W/OR W/0 FLV.w11 OtY,BIADE No. A4 6 Ameflcan Shutter Systems REy N6 DTSCRIPTIGH DATE DRAWN Bf: u.P Y - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 /6/2020 DATE: 7/6/2020 z* * _ 6355 N.W.36th.5L.St..303.VIRGINI GARDENS.FlAPoDA 3316 4268 West Roads Drive 2 .Fax:(305)871-1531)871-15 Phone:(30530 DRAWING NO i-o'•, STATE' F `� � .-moil:titecooam... West Polm Beach, FL 33407 3 C FLORA P ` WALTER A 006771Ur.P.E Phone: (800)432-2204 . Fox: (561)209-8380 4 20-169 ,AFAL/SIGNATURE/DATE 5 SHEET G t\\\ FLORIDA Ua a 44167 6 s OF ZO IYI'\ 1• ........._......:.._........_...................__........................... I POURED CONCRETE ANCHORS I MR SEX-4 } 1 OR ®� CONCRETE- �—(SEE SCHEDULE ON SHEET 13) J ID(LASS(SEE REQUIRED `... SCHEDULE w UR AAEr IVJ. .�SLAEDGB OF 1On S1EEf 19 1 ; {--(S¢samiAF i vfn SEPARATION APPLICABLE EXISTING 1 �' 1O�® M GLASS EXISTING I sx�t1J I'(SEE SCHEDULE am- GLASS— G l t 1 i 1 I SNEET 11) Tl ASH 4HEA0 I i iI ALTERNATE ANCHOR W ON 11 I I TEK SCREWS® oR OR i 1 J/B MNL I 12'O.C. i i t i 1 I i i l I I EXISTING 1$ ^ 4 CONCRETE ANCHORS i I I GLASS 1 11 I H i 3/s�---'-• (SEE SCHEDULE ON 1 8 1 I I 0- SHEET 13) fr"- X E I .E! !• EDGE OF 1 I r I r s Q E OF / "SLAB IF XISTING i I I -�' EDGE OF ! I I I EOC I �/ /APPLICABLE GLASSY SLAB IF I 1/2, �- EDGE OF SLAB IF MN.SLPNiman i APPLICABLE E Q f Q SUB IF _ APPLIGIBLE To CLASS(SEE _ 'APPLICABLE j 1gy ` POURED I.. 71� CONCRETE_..( E.D. J - r ON S-ur 19)5R - 1 OR ® CONCRETE POURED BVDES 1Qk® A REQUIRED E.D!� E•D.t REQUIRED `P),AT HEAD CONCRETE ANCHORS CONCRETE �T HEAD CONCRETE ANCHORS }— (SEE SCHEDULE ON SHE 14) REQUIRED (SEE SCHEDULE ON SHEET 14) ET V HV CEILING INSTALLATION a,HV FLOOR IN TALLATION t QI HV WALK—OVER INSTALLATION 11 TRENCH INSTALLATION ALJD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING& FOR SPANS PER SCHEDULE$4,SHEET 11 CONCRETE ANCHORS i MMro 1(1 i ---,>1 ./ (SEE SCHEDULES ONE. �'lSTO xlmulc ',a EXISTING I -I - i SHEETS 14& 74A) I MIN.SEPARATION 4 EXISTING i SREEf n) I i GLASS-, TO GLASS I�� �/� EXISDNG - ''`. MRNSJ �u+.SEruvdroN k GLASS—i �_ " I (SEE SCHEDULE ON LJ G S-I MIN. SEPARATION I 1 j-----(�S..mIAFS. lJ' I I r ' 1' 1/4-0 TIN DAI!)E]t TAPCWI W/ I O I i 1 ,I I, i 1, I SHEET 11) I -(SEE TS EDULE 0)V. ADVANCED THReAVDtN off Sim 11) r'7 i i 1 I i 1/4' I SHEET 11) TECHNOLOGY OR 1/4-O POWERS FASTENERS TAPPERW DABEA EM O ORS 6' i W 3 OR 15 I, F10x3/4'HEX . / O.0 FOR LIP TO e'd SPAN AND ) t, O '. _ I -1 I t' WASHER HEAD / I 4'D.C.FOR SPANS LARGER M4v I, r 1' . } I I MIN. 1 1 TEK SCREWS ). 6'-0'UP 70 8'd WY APPLY y 01 12'O.C. fit-/.� i I I I' SEALANT AT flTRY FASIQtER IF1D 2' 14x3 4' HEX HEAD_)' 3 :Y $ lip I,. 01P,)(SEE Na1E tt M S+EET 17 1 2 lEK SCREWS 09'O.C. - --- 114x3/4'S.D.S.SDS 1 J76" - t 1 I 'I FEW LMfAnDra7 378--• rMAX. OR 1/410-20 S.S. M.S. i CONCRETE ANCHORS n ( - - 6 + 0 9"0.C. ---- i i 1j4 W/NUT®9'O.C. (SEE SCHEDULE ON Nax., y SHEET 14) ,� 1 '� .% �� 17 oR 18 t/2' t l/ i i 1 ,/'' b 1/4 A 20 3/4•SS MS S ,f� J I 17 R 18 i i I•. USING 1/4 0-20 NUIS III / /I - ;.?''• #14x3/4'F.H.S.D.S. A, I I' �! m 12 D C r - CONCRETE ANCHORS -SEE NOTE 13(b) �®9"O.C. '' { �••• MIRING NOW STRUCTURAL D -- f. POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 'SEE NOTE 1 3(b) (DECORATIVE '!_�.:E2.00 MIN. %> - WALL TRIM D_ OR CONCRETE BLOCK SHEETS iS&14A) POURED CONCRETES ON SHEET 1 •1.• E.D. SIW REQUIRED M•:: ,,. OR CONCRETE BLOCK MI T'' , .. _POURED CONCRETE OPTIONAL POURED `EDGE O OK HV WALL FLOOR .INSTALLATION. REQUIRED ;;' .''.: '•.. � -f REQUIRED F CONCRETE) •'.'• :.' +~ REQUIRED APPLIrABLE © HV WALL WALK=OVER INSTALLATION �J HV 'RAINGUARD INSTAL TION t ®KEYSTONE MOUNTING INSTALLATION I(QIE: MAXI UM A.S.D.DESIGN PRESSURE:+84;72 pN "OTF FOR GOM13INATION WDOMUM SHUTTER SPAN 6'-0' TFDSINSTALLATiGNSHALLBE INSTALLATION DETAILS W/_ Ci'� HV BLADE E.D. d EDGE DISTANCE REMOVABLE WHEN PERFORMED ♦SEE UMITATONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ASSEMBLY OR ENTRANCE BLADE®ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED IN A14Y WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE High VeIDCI Hurricane Zone) LiL I11 (D2020 TIOECO,INC. @ 202.0 EASTERN METAL SUPPLY,INC. BERTHA HVTM EN I:L It O INc. ■ ■ ■�■. Accordion Shutter System N0.44 6 '� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVA. DESCRIPTION DATE DATE IDRAWN BY. N.PP _ Association. Inc. 1 OLD 7-122 7/0/202q DATE: 7/6/2020 6355 NW,asU,SL.M 309,MRMNK GARDENS,FLORIDA 331E 4268 West Roads OfIYe 2 Phone:(505)871-1530.Fax:(305)871-1531 DRAWING No o'• STATE F e-r 11:blteo8oc1-nn West Palm Beach,FL 33407 3 Rv CA-000919 Phone: (800)432-2204 . Fax: (581)209-8380 4 20-169 i,�'/,C'•., ORI r-•�,-..� WALALTER Li�a41P.E. 5 SHEET 81ONA E` 3FFFAL/51GNATURE/DATE d D 7 OF 20 n CON ECTign AILS $ ETS 10 A 18 SEE NOTES ON LOCKING RODS 3©,HV LOCKS(D or 2® Y INSTALLATIONS- WZ n HV AND ALTERNATEHV LOCK®ON SHEET 6. o-UT 9D I N I EXISTING GLASS **GLADE SLACK DETNI HVF IS VALID FOR All BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEC SEE END WALL CONNECTION EXIrnNG GLASS DETAILS ON SHE 10 d[ 18—t ------------------------ ---------------------- 1 I 00 0 © OOO. 61/2- 2'x2•x1/6•x0'-2' � 8 + 8 oR 9+ �19• 5 a+ 9 3 t/a' T _ (6063-T6 ALLOY)ALUM. ®+® OPPOSING SYMMETRYCAL f ANGLE W/(2) 1/4.0 TAPGON I 1/2- ANCHORS TO CONCRETE I CENTERMATES M N (Tap/6oTTOM)a W/ HV LOCK 41�^r1' (4)�tOx1/2'S.M.S•TO n1BE .. BIOx3/4'S.M.S.0 12' ] W/ HV TER ( N 1 IN.SEPARATIO O.C.FULL LENGM. SEE TO O AT EACH ANCLE.(TYPj * * * SHEET 11) 5 I l A, -F I N �` ` ----------- - - ----- -- -- ------- ' --- ----� -- --- ------- --0 , , . XL -- I NVF T@-@ .0 L HVB OUT04 HVC ®°a© ®°rt HVA ©°fl®°R©+O°R®0°IG+�°R POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL © 0 ©"© � V'�I 10•Q5 1�7+�3�t17+©on— REOU� Exlrnrlc�,®aAQ,®°R®.�]aa I SYMMETRICAL �s.Q.©"�—O;� - ------- �, tip- - 7 cuss ! * I N MIN.sEPATanDN r l®.Qaa 09•©aR l®•��09J�r f �� :CENTERMATES r 6 j ©.®aaQ.�aa®.©m To SCHEDULE 5 _ �Ic ( ! (SEE SCHEDULE ON O� in W/ HV� 1 OPTIONAL 8 a $art 9+ 3 as 19+ 5 as 9 SHEET 12) NIN. \ (INTERIOR) r 0 O © 0 0 0 0 SEPAR,60N ® a ®�' 3 (SEE STO CHEDULE\ I N OPTIONAL —_—_—_ I ON SHEET 11) \ (LMERIOR). , ----- ------ - - ! OUT _f ---- I CONCRETE c VARIES 1" ANCHORS .� 16'O.C. 1------ - �J� ® 3 VARIES f n o UT L 6 1/2 MAX.SACK HVD ouT ' * (EXTERIOR) HVE HVF** FLORIDA BUILDING CODE (High Veloc4 Hurricane Iona `\A�111t11)IIII IITITTA''' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ```��.•P��ER...:.<</T� BERTHA HVTM Accordion Shutter System JL, E C.O l,r�. _ . H.V. BIDE#1 Wi�(Wio tL�.wNow RAM a No.44 6 American Shutter Systems REY.Ne DESCRPTON DATE DRAWN BY. MA TILLIT TESTING & ENGINEERING COMPANY Association, In I OLD n-1zz /6/202o DATE' 7/6/zaz0 8336 N.W.36N•St.Ste.JOS,VIRGMIA GNMIS.fLORM 3316 4268 West Roods OflVe 2 o'•, STATE F '� Phone:(306)871-15J0.Fax:(305)871-15J1 LA e-mall:6lteao®aol.aom West Palm Beath,FL 33407 3CA-0006719 Phone: (800)432-2204 .Fax: (561)209-8380 1'b���SFAL/SIGNATURE/DATE WFLow Ll.y s4167 6 . ALTERNATE INSTALLATION W HV "T" LO 0 HV .LE E MAL " " LOCKS. CENTE LOCKERS HVB E * SEE 9Nn CONNECTION DETAILS ON SHEETS 10 & 1a INSTALLATION S;HV BLADE OUT .` IN `�� Ha`Ass ' 6A66o5�N a�TN�H�F. N6� a aH 5H 6, W/ HD CENTERMATES ®w© o bw0 o IN WELL AS THIS SHE T,WAY �®DETAIL Haa Hw INDICATED ON THIS sNLT:T,LLAr ee USED WITH TH6 AUFRNA 10 ®w®•�3 w©•®w INSTALLATION°czuL Rv°SHowu IN TIPS sHw, SEE END WAL CONNFCT10 DETAILS ON SHEETS 10 10 � � 0.0•©°Ro•O•®w 2•d's1/e4L ' O•�w®•®w�•�wp FEZ/11T0'C0N hl . i v®.® :35.# �* 35* Crov/6arrau).3 ---'_'--- ---- ------- (oPnoNAq (94 (oPnoNo1) UNto.1/r sus.To TUBE -" pm3/4•sus o 1z' ----- --'-------- --AT AN GM mP) a RRL ta+cxr. O* I N (4)TCV. I N (4)H.V. 3 y CI 5 3 30 HV T" PINS(TYP.) PINS(TYP.) TV an , LOCK (INSIDE) O (sa xws nE : at ssET +1 l 1. . — — 2: l�l. 5 f 28 1 L.J • .. ... + -� FEET 31 oR@2 J i g 31 6R 32 31 oR�2 l/ 31 OR 32 5 * 0� 1 jb" 0-20 x 1 1 j2" S.S.M.S. '�' - 35 r N sHELT ® * W/ 7/8"0 x 3/32" WINGNUT_ (OPRON L)HD8_HVB OUT (oPrxuuL) HDC HVC ©O HV -T" LOCK (OUTSIDE) @ SYMMEfRICAL HD CENTfRMATES SYMMETRICAL HD CENTER�ATES HVG* WjZ3` LOCK (EXTERIOR) W/Cfd1` LOCK (fNTER10R) - t sEruEs s444 uuumvu . Ma24-TJ&I"LARGE FLANGE THIN ®w©•�w eQ 10•®w SHEET NFACTU.PARE A O82Q 1D�"®a©• ®.®w AS WIN.PARSIED tT'NEW RSV TEXMRN.PARSIPPENY.NLIY JERSEYHUM O O•©w0 O•®w O7054 OR EauAL 6 • 6 ... .. - SEENOTES ON Lo"G MS u a No®Laos oN sHUT e U.NEls namxc eum0 GEOL Nln-xw s VxLD FOR ALL OEMMMEs ApnJrwnars wm1 mAeeO HDD_ _=HVDs# FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,' ©2020 TILTECO,INC, 02020 EASTERN NE(AL SUPPLY.INC ....:. .�/T�,, P• �. TM A.S.&A.. LIE C Q w . Accordion Shutter System No.44 6 Kv, I3LpAE#1 w/DR w/o KY.N4�UN MADE _ TILLIT TESTING & ENGINEERING COMPANY ShuRef SYStefnS REY.Np DE9CR PTION GATE DRAWN By. y,p Associa}ion, Inc. 1 OLD 17-12z 635.N.W.36w.54,6b.30.5,VIRGLYU GARDENS,FLORIDA 3716 /8/202 DATE: 7/8/2O20 = o' STATE F Phone:(305)871-1530,Fox:(305)671-1531 4268 West Road. OrNe : e-mall:Ntec.0.Lc West Palm Beach, FL 33407 DRAWING No ORI CAA-60a6719 j Phone: (800)432-2204 Fax: (561)209-8380 '�0.•.....• •'-` �� WALTER A.TILLIT Jr.P.E. —169 "," /DNA E rt��SEAL/SIGNATURE/DATE FLORIDA Lic.Q 44167 6 SS OF 20 U ED RETE POURED CONCRETE R CONE POURED CONCRETE OR OR CONCRETE —�— BLOCK WALL REQUIRED /// OR CONCRETE ,/— ./ BOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED `/ j REQUIRED BLOCK �-^ /' �IXISnNC GLASS -�Jl 1 EXISTING GLASS I 2 EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS •. 1 _— ta � — ——S/ �, 1." — ® lfi"O.C. i' TO GLASS(SEE ' •• ! — PARATION MIN N. . .. 2"MIN. — t} MIN.SEPARATION J' TO GLASS(SEE i i MTO GLASS Is E /7�/,+' f'f SCHEDIRE ON SHEEP / I I j TO GLASS(SEE - 11 FOR BLADE DAM) fi° SCHEDULE ON SHEET I SCHEDULE ON SHEET EJO EQ SCHEDULE ON SHEET _ .'. - ON SHEET 19 FOR ,!, .. 11 FOR BLADE QAND 11 FOR BLADE QAt•!D I 1/16"a3"MAX.:_. BLADES 1Q& r FOR[3AOE QAND ® ON SiEEf 19 FOR ON SHEEP 19 FOR I CYN SHEET 19 FOR (6063-T6) COM. �� -�� ALUM.CLOSER I 1 41WOES1(I) "(LOCATE AT fi . .. 6Q&© PLATE. (OCATE 1/2� 'BlADF50i&EOITHO)SIDE AT EITHEORFSID; MIN Ir $USE 1"OR 2"MAX.1/2 MIN. Vn7a- , AS A,PPUCABLE)x2"x1/B"x0'-2' , 1�10z1/2"S.M.S. I - ALUMINUM CUP ANGLE #10x1/2"S.M.S. - _____ 0 16"O,C. I _ ___ i• (606-T6 ALLOY)AT MIDHUGHT. ® 16"O.C. ,;(., 1) 810xl/2"S.M.S.TO®&E d}s ._ NS AN'+J' (z)1/a"a TAPco cHORs ToSEE DETAIL X FOJWALL AT1"O.C. (LOCATE AT��'—/.. SIDE CONNECTION EITHER SIDE OF®) / OR.i. 0R W SEE DETAIL X FOR.. TO TRACKS 1 OR sEE DEraL X FOR,- 4SIDE CONNECTION - SIDE CONNECTION6 70a 8� 10•®"� TO TRACKS w w 6 7 a"8 0•�Sw ®w TO TRACKS®v 1—©.Oj .©w©•7�..w 'V©"•O•®v`©�r'•'O'®v ©•Oj •©v©•O7 •®w ®•�w©•�w©•®e. ®•�v®�®wO8•®w ®.®a,®.�8wQ8•©v ®L®w�•®vO.�w ©`®°'�'®wi�f•�5wO9°°©•® O.®v�9•�g1®•�SwO9 w©'® © ®w0`®w�•�wpw®•® O•pa�•®w�.®w9wp.® END CONNECTION DETAIL END CONNECTION DETAIL( END CONNECTION DETAIL 2) END CONNECTION DETAIL 0 " 4 REQUIRED ONLY FOR SPANS CREAIER THAN 12'-0" - • POURED CONCRETE OR f �' CONCRETE BLOCK WALL EXISTINGL 4.. EXISTING GLASS REQUIRED ------- --5 - __ MIN,SEPARATION Qtpx1/2 " - },70 LASS(TEE . TO GLASS(SEE ® 16 C. TO GLASS(SEE D� y —_ r" ! `.l OR®OR�)OR SCHEDULE ON SHEET S3 EDIAE ON SHEET /,/ \ 11 FOR EVADE AMID t ____ ___, tl ___ 11 FOR BLADE 1QAND CONCRETE \7/2"MIN. ------'-- ON SHEET 19 FOR ANCHOR® „ OBLADES Q&® 4 'N SHEET 19 FOR OR 3 OR OR OR CONCRETE - BLJLQ•S Q&® 12"O.C. EQ ./,cam ANCHOR I ' ' . ( ® 16' ___ 1 2 MIN. :( O.C. _ _ 4 �t^4 .. I`ib 'OR®ORO OR ./` EQ ♦ SEE UMTTATIONS OF USE FOR �..: 2"MIN. 2"MIN._ BLADE OA ON SHEET 19 �OROOR�OR� VIEW Y I �5j (; OR ®• PLAN oR(0 r {1OR 1®' ®w®w©•�w�w1o•®w DETAIL X 10•©w©•®wQ•©w POURED CONCRETE OR � ®w©•Ow® +D•®w END INSTALLATION REN R DE BLOCK WALL 10w®w©.�©•®w ®.®a (1 LHV BLADE OR -�, HV WINDOW. BLADE INTO © O ®w© O ®w ©•®ate ®��•®w0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 ®•®w® ®w�.pa0w©•® 0 END_ CONNEC'f1oN DETAIL© FLORIDA BUILDING CODE (High,Velocity Hurricane=one ®2020 EASTERN META SUPPLY,INC. ©2020 TILTECO INC. - - BERTHA HVIM • '- �+/► ^ Accordion Shutter System Sic J� �•.E"'V 0 INC. ■ HV. aAnEt W oR W/0 HY..VNNDdW BLADE No./} 16 iILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No' DESCRIPTION DATE DRAWN BY: 4P _ Association. Inc. 1 OLD 17-122 lslzoz oA1E 7l11zo a ' +1 6355 N.W.36M.St.St..305,VIRo1MA GARDENS,FLORNA 3316 4268 West Roads Drive 2 / Phone:(305)871-1530.Fax:(305)871-1531 3 DRAWING ND o'• STAT OF ¢ e-mail:Wtew®aot.com West Palm Beach, FL 33407 �'•, F P (`�`w^ CA-0006719 Phone: (800)432-2204 Fax; (561)209-8380 : E 20-169 ����'•. CO, ID WATER A.TIUrr Jr.P.E. s SHEET A�/15'S+/ON '` , SIGNATURE/GATE FLORIDA Ue.p 44167. 6 � � 1O OF ZD I ?GHEDULE 1 SCHEDULE '2 GC_-REDUCE f13 S HG FDL7 F dt4 �kNOTES, (1)L+:MAXIMUM ALLOWABLE SPAN FOR # SEPARATION TOCLASS REQUIREMENTS * MAXIMUM SHUTTER SPAN*' AXIMUM SHUTTER SPAN*"L+" AXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) R "L-" (ft. INSTALLATIONS R "L ft. INSTALLATIONS RATING. FOR INSTALLATIONS W/,: "L+" OR "L-" (ft.) FOR ) (.) L-:MAX.ALLOWABLE SPAN FOR A GIVEN GLASS SEE SCHEDULE FOR MINIMUM SEPARATION TO INSTALLATIONS W NEGATIVE A.S.O. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES.@ & ®or or 01/ ONE / W & W TWO HV OR W & W/ ONE HV LOCKS THE FIRST 30'-0' ELEVATION OF BUILDING CENTERMATES.; & / 2 PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. HV LOCK® or or or HD LOCK W/ OR LOCKS OR TWO ORe W NO LOCKING O NO LOCKIiJO RODS ® OR CENTERMATES & ONE HIV LOCK OR. / SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS . OR �§ W/ NO OCKING OCKING RODS®TOP/SOTTO! ODS FLOOR/CEIUNG: (2) MINIMUM SEPARATION TO CLASS FOR SHUTTERS ® ONE HV LOCK ® OR ® (VAUD FOR MOUNTING Q INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, ®TOP & BOTTOM *(SEE NOTES t, RODS ♦(SEE NOTES t,t6 OR c� NOTES t;1'� SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSUR MEASURED AT BOTTOM OF SHUTTER IS 3". RATING, DETERMINE MAXIMUM SPAN 'L+' WXXMUM CONCRETE&WOOD MAXIMUM MAATMIIM CONCRETE&WOOD UAMMUM CONCRETE FROM SCHEDULE. CONCRETE&WOOD INSTALLATIONS A.S.D. INSTALLATIONS 0 't'S'D'DESIGN INSTALLATIONS 0 A.SD• INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN ESKN PRESSURE WALL MOUNTINGS RR�+C PRESSRE FLODR/CDUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHmUL- PRESSURE FLDOR/CEIUNG PAYING & PATINE RAYING RAlr+e WALL MOUNTING MOUNTING 1.) FLOOR/COIJNG MOUNTMG (P,,.L) OR SPAN"L-"FROM SCHEDULE SHUTTER W/ONE LOCK WITHOUT LOCKING R005 ) I. FLOOR/CEUNG MOUNTINGS _) (+OR-) FLOOR WALL MOUNM'C - R OR_1 (ft) L-.(ft) L+'(It) I L-(ftJ L+ (R) L-(eJ L♦ (R} L-(It) .FINAL MAXIMUM ALLOWABLE SPAN IS EOU 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' 30 13'-2' 16'-0` / / BE7WEEtJ"L+"AND 1-". SYMMETRICAL OPPOSING 35 12'-B" 14'-TO" 12'-8" 14'-10' 35 11'-9' I3'-8' 35 12'-T 15'-T 35 t2'-e' ta'-i0' SPAN CENTERMATES CENTERMATES 40 12'-3' 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 45 11'-11' 13'-1' IV-11' 13'-1' 45 11'-1' 12'-0" 4511'-9" 14'-3' 45 11'-17" l3'-1' SPAN FOR COMBINATIONS IN BETWEEN 105' 3 3/e's 4" WALL W/FLOOR/CEIUNG MOUNTINGS: OR LESS 1 V-7' 12'-5" 50 10'-9' 11'-5" 30 i t-6" 13'-7" 50 11'-7" 12'-5" >105"TO MAX. 55 11'-4" 11-10 11'-4" -1t'-10' 55 _ 10'-6' 10'-11' 55 1 V-3' 12'-11' 55 11'-2'.. 11'-10 FOR A GIVEN POSITIVE AS.D.DESIGN ALLOWED 3 7/B's 4' PRESSURE RATING: 60 11'-I" 11'-4' 11'^O" 1,7'-4' 60__ 10'-3" 10'-5' 60 I1'-0" 12'-4" 60 10'-2' 10'-11" DETERMINE: s USE 2 1/2'FOR NO LOCK((y3��i�OR(� 65 10'-10' 10'-10" 1d-7" 10'-10' 65 10'-0" 10'-O' 65 1o'-9" 1V-T1", 65 9'-5" ... 10'-1' Lt+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR 111011 ITERMATES. 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8° 9'-8" 70 10'-7" 11'-5' 70 W-9` 9-4'. .INSTALLATIONS. Lz+='MAX.SPAN FOR FLOOR/CEIUNG 75 10'-1' 10'-1' 9'-10' 10'-1" 75 9'-4' 9'-4' 75 10'-4" -it'-1",. 75 - 6'-9" MINIMUM SEPARATION TO GLASSSCHEDULE: MOUNTING INSTALUITIONS. SHUTTER W/ONE I OGK&TWO LOCKING RODS OR 80 9'-10" 9'-9" 9'-T 9'-10" 80 9'-0' 9'-0' 80 10'-O' 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 AS.O. DESIGN NTfN ONLY TWO LOCKS 90 9'-0" 9'-3' 90 8'-6" 8'-6' 90 9'-5' 10'-i" PRESSURE RATING: DETERMINE: .SHUTTER INSTALLATION Ydf.INSTALLATION W/ 95 W-0' W-9" B'-9' W-0' 95 8'-3" 8'-3' 95 V-2- 9'-10" Li--MAX,SPAN FOR WALL MOUNTING LOR ENT ERICAL OPPOSING 100 8'-9" 8'-4" 8'-6' 8'-9' 100 8'-1' B'-1" 100 9'-0" 9'-7° INSTALLATIONS. CENTERMATES CENTERMATES 105 8'-T T-11 8'-4' 8'-4" 105 T-11' T-11' 105 8'-9' 9'-4• L2-=MAX,SPAN FOR FLOOR/CEIUNG _ MOUNTING INSTALLATIONS. 2 3/4"•' 3 3/i6'110 8'-4" 7'-7' 8'-2' 7'-11' 110 7'-8' 7'-7• 110 8'-7' 9'-2MAXIMUM SHUTTER115 8'-2" T-3" 5-0' 7'-7" 115 7'-5' 7'-3' 115 B'-4' 8'-11' FINAL MAXIMUM ALLOWABLE SPAN 15 EOUA 3 1/4••s• 3 1 4' SPAN "L+'OR 'L-"FOR /120 8'-0' 5-11" 7'-10" 7'-4- 120 V-4- 6'-11" 120 B'-2" 8'-9". INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN'Lt+', Lz+", 125 7'-10' 6'-8' 7'-e' 7'-0' 125 7'-3' 6'-8' 125 8'-0' 8'-5" � SHALL BE LIMITED TO 105 Lt AND'Lz **USE 2 15/16'FOR HV'T'LOCK®D W/ 130 7'-8' 67-5' 7'-6` 6'-9' 130' 7'-1' S-5" 130 7'-10' 8.-t' Psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL `s� USE 4 1/8"FOR HV"T"LOCK @ W/ 135 7'-7- 6'-2" T-4' 6'-6• 135 6'-11' 6'-2' 135 T-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' 7'-3' 5'-3' 140 6'-10, 5'-11" 140 7'-7' 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 T-3" 5-9 Y-1' 7-0" 145 6'-8"... 5'-9' 145 ... 7'-5' 7'-3" ._ 150 T-2' 5'-7" T-O' S'-10' 150 6'-T - 5'-T 150 7*-4" T-0" _ CONCRETE&MANSORY WOOD I55 7-0' 5'-5' 6'-10' S'-8" 155 6'-6' 1_ 5-5- 155 7'-2• 8'-9 t H•1/• CORNER CENTERMATE#3 MAY BE I60 6'-11" 5-2" 6'-9' 5'-6" 16o 6'-5' 5-2" 160 7'-1' S-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C. D, E, M.N.Q P.Q.R. 165 W-10" 5'-1- S-8' S-4' 165 6'-3" 5'-1" 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L 5&V. 170 6'-7' 5'^2" 170 6'-2' 4'-11' 170 5-11 6'-2' MANDATORY CONDITION#2 NOTE#5, SHEET 5. FLOOR/CEILING 175 6'-7' 4'-9" 6'-5' S'-0" 175 8'-t' a'-9" 175 6'-9" 6'-0' MOUNTING G H. 1, 11 + J. T, U, W Sc X. 1B0 6'-6' 6'-4' 4'-10' 180 6'-0" 4'-8' 180 6'-8" W-10" �f EX(�P7 1HAT MAXIMUM SHUTTER SPAN`L+'OR'L AND MAXIMUM AS.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-6- 6'-3' 4'-9' 1B5 5-11' 4'-6" 185 6'-7' 5'-8' BLOCK SHALL BE LIMITED AS FOLLOWS: 190 W 4' 4'- 35' 6'-2' 4'-7' 190 5'-10- 4'-5" 190 6'-6' S-6" i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P•s•f• BLADE 195 6'-3" 4'-3' 6'-l' 4'-6' 195 5-9' 4'- 195 6'-5' 1'-5' AND 8'-0" SPAN �'f Y 200 6'-2- ' Z.-S. 200 5=9• 4'-2' 200 6'-4" 5'-3" SEE MOUNTING S ON SHEET 7. - 205 6'-0' 4'-7' 6'-0' 4'_3 2O5 5'-8' 4'-1' 205 6'-3" 5'-1' FLORIDA BUILDING CODE (High Velocity Hurricane Zone (I{)1II 1111" ©2020 TILTECO, INC. C2200+200 EASTERN METAL SUPPLY, INC. `````�N��� ,•:. � BERTHA HVTM ?.• EP s .��,; Accordion Shutter.System F �. E C C1 ih�. A.S AS.A7� H.v.ELADE#� w/az w/o ILv wfnDaYv BLaDE ' N0.44 6 American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-122 /6/202 DATE: 7/6/2020 7� �n QTSS N.W.y61n.54.Ste.JO3,Yifi4Yl6q GARDENS,FLORIDA 331 .�'V 4268 West Roads Drive z S�T, Phone:(305-mail:tiR .Pox:(306)871-1831 DRAWING No STATE OF e-mail:l0006OaDl.com West Polm Beach, FL 33407 y 3 P .''.W�- CA-DTILLIT Phone: (800)432-2204 Fax: (561)209-8380 4 2���69 ,c'•., ORl �� 7•rAL,rER A.nuIT Or.P.E. -z�iA��iss/ONP, .. 1`.N`�EAL/SIGNATURE/DATE FLORIDA Uc.ff 44167 5 11H ET 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A CAN MAX. SHUTTER SE6bL ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS I AXONS (SEE NOUNMGS A.IT.C.D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP A WALL HEADE MOUNTING W WALL HEADER MOUNiBJG D.WALL SILL OUNnNG - D WALL SILL OUNIING C.& :WALL HEADER SILL TAPPER+ .; "SPAN W/< W .. ... BO WALL HEADER MOUNTING ......... W, W/ ... MOUNTING / (R) A.S.D.DESIGN NEGATIVE LOAD pal A.S.D.DESIGN NEGATIVE LOAD DST) A.S.D.DESIGN NEGATIVE-LOAD' paf A.S.D.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD a A.SD.DESIGN NEGATIVE LOAD N J0' 40.,60 75 90 120 160 205 A.S.D. 40`60 75. 90 120 160 205 30 40 ,60 75 90,120 150 205 30. 40 60 75 9C 120 160 205 JD 40 80`75 90 J120 150 205 30 4D 60 75.90 120 160 2D5 3,-0" 14 12 10. 9' e 8 '6 6 14. 12 10 98 8 '6 6 14 12 10 9 8 8 6 6 14 12 10 D 8, 8 8 - 14 12 10: 9 8 8 6 5.5 B B 8 e B' '8' 7 55 OR 1E55 14: 12 10 9 .B 8.. e 5 14 12 10 ,.9 8 B .6 :6 14 12.10 .9 B B B 8 14 12 10 9 B 8 8 3 14 12 iD B '8 a 6 6 B "0 8- 8 'B BB 65 14: 12109 B 8 8 6 141210 9 8i '8 '6 .6 141210 '9" 8 'S. 8 8 14' 1210 "9' e 8 fi - 1412109' B'. 8 8....:6"_8 8 8 8 B B 0..7.7.. ' 4•-0" 14 12 10, 9 -B"'B :6 4 14 12- 10 9 8 B 8. B 14 12 10 9. 8. B: 6 ,6 14.. 12 10 9. B 7 - - 14 :12. 10 9 8 7 55. a 8' S 8 8 '7 f 14 12 f0 9 8. 8 4--5 - 14.12 10 9 8 8 .B 4 i4 12 10 9 8 8 6 8 14 12 1D :9 B 8 - - 14 12 10 6' 8 'B' 8 - 8 B e. 8. 8 'e- # 14 12 10. 9. 8 8 6 4 14 12 16 9 '8 8 '6 '6 14, 12 1D 9�'B 8 6 '6. 14" 12 1D '9 8 e 14 12 10 B .8 B '6 - e.-8 8' B B .B SEE ANCHOR 14' 12 10- 9 8 8 4.5 - 14: 12 10 9 e. e. 6 J5 1♦ 12 10 -9 8 8. 8 6 14 12.10 9. 7.3 - - 14 12 10 9 7S SS - - e e 8' a 75'SS SPECIFlCATIONS 5•-O" 14 12 10. 9 e- 14, 12 10 9 8 .8, 4,5 14.12 10 9 8 8 '8 5 14 12 10 9 8 3 - 14 12' 10' 9' '8 7' - ;B 11 8.'8 8 7 ON SHEET 13 14 12 10 9 8: 8 +4 14 12'. 10 .9' B -8' 6 3S 14 12 10" 9 .8'", B 6 :g 14 12' 10 9 "8 - - 14 12 10 9 ':8 7.5 - B .e e. B• 8 7.5 6•-0" 14 12" 10'"9 -e l 5.5 3 - 14 12-10. 9 8 8.4S �- 14 12 10 9 ..8...a .6 6 14 12 957S 4 - - - 14 12 9.5 7.5 65 35 - - 'e ':8 a 75'6.5 45 14 12 .10 B 8 3 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 5.5 3:5 14 12 10 9 45' - - 14 '12' 10 9 7S 4 8 8" a .8'.7.5 5.5 14 7210 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 45 - .8 8 8 8 8 8 14 12 '10 9. 8 4 - - 14 12 10 9 -L.65 3 - 14 12'10 •9 8_. 8 6 - 14 72 B 4.5.:- - - - :14 12 8 6.5 5.5 - - 'e `e 8-85 35 4""7•-0" 14 12 10 .9 S.5 - - - 14 12 10 9 8'. 4- - - 14 12 10 9 B 7 4 14 t2 10 5.5' - -' 14 '12 10 "811--58 g 8 8. 6.5 5__ T. 12�10 9 7S 73 - - 14' 12 10 9 -8 6 14 12 10 9 8' B. 6' 14 12 10 ':fi - 14 12 10 85 7 - -_.'a 8 8 8 7 5 4 - 14 .12 -10 9 5.5 3. - - 14 12 10 .8 8 4.5 - - 14 12 10 .D 8 8 - 14 11 7.: - - - 14 11 7 55 3.5 - - -;'8 8 7 55 4.5 3.5 - 8•-0 14 .12 10 S.S 3 - - 14 12 10 9 8 - - 14 12 10 9 8 5.5 - '-'14' 12 8.5, J - 14 12 85 7' 4- - ='.8"B' B' 7 5.5 .4 3 14' 12 10 'S 5' - = 14- 12 10 :9 8 4 - 14 112 10 9 8 e '14 12 95 - - - - 14 -12 93 7.5 4:5.:- ..-- - B -8 8 7.5 6 4S ♦SEE LIMITATIONS OF USE FOR 14 12 10 6.5 4,5 1- - 14- 12 10 9 7.5 14 12 10 9 8 - - 13 95 4 - - - 13 9.5 6.5 5 - - - - '11 -8 6.5"5:-4 3 - - 9'-0" 14' 12 BS 4 - - 14 12 10 9 4.5 - - 14 12 10 9 7-5 - - 14 11.5 4.5 - - 14 11.5 75 6 - - 8 '8 7.5 6 5; 4 BLADE 1@ ON SHEET 19 __. 14 12 10 8 4 -- - :- 14 12 10 9 7 - - - 14 12 10 9 .8 -- -. - 14 12 3 - - �- - -. 14 12 -e fi5: - - - -_ 8.. e. 8 6.5 S.S. 4 -To'-0. o'-0" 14 12 9.5 S 3.5 - - - 14 12 10 9 55' - - - 14 12 .10 9. 8 - - 15 8.5 - - - - - - 1.5&5 5S - - - - 8 '8. - 45 3S 1{ 12 SS 3 - - - - 14 12 10 e J - - - 14 12 10 9 B - 14 10.5 3 14 10-5 7 is - 8 8 7 5.5 45 3.6 14 12 9 4.5 3 - - - 14' 12 10 9 5 - - - 14 12 10 9 8 - - 14 41 - - - - - 14 ..11 7.5 - - - - 8 e 75 6 5 14.12 .7 - - - - - 14 12 .10..- -..-.. . 14 12 10 - - - - -• 0:5 8 - - - - - 0.5:8 5 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10' - - - - 25 9:5 - 25 9.5 6.�__.__ _ - _ _. .:-.. - 8- 87 5.5 4.5 - 14'12 8.5 --- - - - - 1t /2' 10 - - - - 14 12 10 - - :. 3.3,10' - - - 14 •10 7.. - _ _ 12-0" 14 12 5.5 - - 14 12 f0 - - - - - 14 12 10 - - - 9,S 7 - - - - 95 '7 '3.5' - - - 8 7 4,5'35 3 - - 14 12((.3 - - - - 14;12 8' - - - 14 12- f0' - - - - 1.5 8S - - - 11.5 8.5 4 - - - B: 8 5S 4S 4 - - 14. 12 f,5 '-- - - - 14 12 10 - - - - - 14 12,10.. - - -" - 2.5 9:5 -.. - - - - 3.3 9.5 4,5 6 5 4 ` ' "-- 13•-0" 14 12 - - 14 72 - - - - 14 12 - - - - - 9. 4.5 - - - = 9 8.3`^ - - 8--6.3 14 10 - - - - - - 14 12' - - - - - - 14 12 - - - - - - a..5.5' - - - OS 8 - - 1.5 6,:, - - - - - 1.5 B.5 - - 8 8 5.5 4.5' I{ 12 - - - 14'12 -' 14 12 - - - - - _ - - - - _- _- 14'-0" 14 12 = .-_ _, _ _ _ 14 12 -. - _ _ - _- 14 12 _ _ _ _ _ _ g: '3 _ _ _ - _ _ g 6 _ _ _ - - _ 8 6 4 3 ._ 14 7 - - - 14 12 - - - 14 12 - - - - - - 10 ? - - - 10 7.5 - - - - - 8 7.5 5. 4 7 14 11.5 - - 14 12 - - - - 14 12 - - - - 0.5 4 - - - - OS 8 - - - - - - 15'-0" 14 -..- :- - _; _ _ 14 - - - - - - - 14 - - - - - - 7.5 - - - _.,7.5 - - - - - - - 7.5.5.5.35 J - - - HV BLADE OR n HV BLADE 14 _ _ _ _ f4 _ -: _ _ _ 14' _ _ _ g _ _ _ _ _ g _ _ _ _ 8 7:45 1.5 14 _ _ _ _ _ '14 _ _ _ _ _ _ :-- 14, _ _ _ f0 _ - _ _ _ _ f0 _ _ _ _ _ 6 7.5' 5 -'4 _ _ 18-0" 74. _ _ _ _ _ _ _ f♦ _ _ _ _ _ _ 14 - _ _ _ _ 7 _ _ _ _ _ 7 _ - _ _ _ _ 7 14- - - _ g _ 55 35 J.- - _. WZ '&' HV WINDOW BLADE 1 - - -' 74 _ _ _ I : _ - _ - _ g _ _ _ _ _ _ a .B.S . _ _ _ _ ` WORKING IN UNISON i 14 4 5 4 - - _ -- - - 14 - - - - - - 11 - - - - - B 7 45 - FLORIDA BUILDING CODE.(High Velocity Hurricane Zone `````�� 11�(II' (({�yAAb ®2020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC.. P, (.rJ -- - BERTHA HVTM EN F''•�� Accordion Shutter System No.44167 = Hv BADE#1 W/OR w/o Hv xlryow BLADE _ American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: N.P Tlr TILLIT TESTING & ENGINEERING COMPANY .6355 N.W.38M.St,Ste 305,YIRGMA GARDENS,FLORIDA 3316 Association. Inc. 1- OLD 17-722 /6/2DZ DATE: 7/6/2920 STATE IF Phone:(305)871-1530.Faa:(305)871-1531 4268 West Roads Drive 2 i9p P e-mail:8lteco®aoLcam West Palm Beach, FL 33407 y DRAWING No CA-0006719 20-169 FCOR` ` WALTER A.TWT dr,P.E. Phone: (800)432-2204 Fox: (561)209-8380 4 ���AAiAs`�'�QNA.�N� SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 12 OF 20 MMIMUM ANCHOR* SPACING An.i SCHEDULE F Eog A GIVEN.MAX SHL 1nM SRM e c n *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CO,WPONDING MOUNTING TYPE FOR COIICREIE IRST VATIC. (SEE MOUNTINGS E G.&H ON SHEETS G.&7) 1 ANCHORS TO SUBSTRATE SHALL BE As F00015: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(MIR.Vc 3 kei) ��u QE WALL SILL MOUNTING ©CEILING MOUNTING ' H@FLOOR MOUNTING EN ANCHORS SPACING LEGD - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUtLDEX.(Min.fc-3 ksi) AS.O.DESIGN NEGATIVE LOAD•(PO) A.S.D.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f'c m 3 ksi) TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.T'G-2 kei) 30 40 60 75 90 120 160 205 30 40 60 75 :90 120 160 205 30 40 60 75 90 120 160 206 THREADFORM TECHNOLOGY - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 -12 to 9 -e 1 8 1 6 15.5 14 :12 110 1 9 'B' B 6' 6 14 .12 1a 9 .B: 8 6 6 ALL POINTS SOLID-SET NOTES. APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER'SYSTEMS ASSOCIATION,INC.(Min.Fc-3 w) 3'-0' OR LESS is 112 110 1 9 e :e 6 6. 14 12 110 1 9'1 B 8 1 61 6 14 12 10' 9 8 e B--5 BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 B 8 fi- 7'-14 12 10 9 8 e s 6 14 12-10 9 e 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 6 8::.6..14 •12 10 9 -B B 8 5 q'_p" _ - - - - - - - - - - - - - - 14 12 10 "9e 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 e, 14 12 f0 a 'e a 'e .4._ 14 12 70 e e B 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 0 8 6 4.5- 14 .12 10 .9, 8 B_...6 55 14 12 10 9 8 8 6 4.5 _ 1'MINIMUM FOR WALLS WITH NO STUCCO. 16� 12 10 9 7S SS SS,- 14' 12' 10 9 8 '8 8 5 14 �12 10- 9 8 7 5.5: '4 •SEE L1dRATiONS OF USE MDR B.E©ON SHFEf 19 A.3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PgVFl15 OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, g'_p• - - - - - - - - o - - - r- - 14 .12. 10 9 e e... .;3 )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14. ". 10. 9 B 7 4 14' 12 IO �9 8 6S 5 35 14 12 10 B 6.5 5 3.5 3. NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIOMG OR QFS WITH OR WffH011T METAL STUDS CONSULT THIS ENGINEER.FOR __. 14 •12 10 9 8 7S%S. = to"'l2 '1D 9 s B. 6 4i5 14 12 10. 9" 8 1.6'4.5, .75 INSTALLATION INTO QFS WITH METAL STUDS SEE SHEET 28A.14 12 9.5 7.5 65 45 -- - 14. 12 :10 t98 75 5.5 4 14 12 10 9 8 6. 4.5 3.56'_p^ - - - - -- - - - - - - 14 12 10 9 e 5.5 5 3S ` (B) 70 EXISTING CONCRETE BLOCK(ASTM C-90) 14 72''io7 9 7.5 SS 3 - 14 12 10 5.5 4 -J 14 '12 8 6.5!55 4 3 - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER: 74 12 10 9 8._ 6 - 14 12 f0 6S 5 75 14 12 10 8.5 B .5 ..4 - 1/4.0■3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12M S 3 - - 14 12 10 65 45 3S I4 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• - - - - - - I4 12 10 9 75 554 3 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 74: 12 85 4 - 141 ffi 9 4.5 3.5 - 14 10.5 7 SS.45 J,5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 .12 : 7 4 14 12"10 9 75'55 4 - 14 12 9 7 7.5'4:5 - 14' 11 '7 5.5 4-6 - 14 12 10 _9..7.5 5.5:-4 -. 14. 12. 9 7 .6 45 3 - NOTES: ,g•_p^ - - - - - - - - 1- - - - - 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 8.6 7 5.5 3 - - i4' 72 a 6:5 S.S 4- 3 - 25 AS 8' S_-4 3 - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. to 12 9S 7S 6 -.14 12.9.5 6 65 5 -.. 14_ 12 .81 6.6.5'.4 13 95 6S 5.7.5, - - -114 12 •10 8 65 14 12 a 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 g'_p• - - - - - - - - - - - - - - - - 14-. 12 8.57 5.5 a - - EMBEDMENT INTO STUCCO SHAM BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 7 55 5:7S - - 11, .8. S.5 4.5 3.5 - EXIST•AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 B.65.4.5 - - - 14 12 8.5 7 55 4 1- 114 10.5'7 5.5 6 4.5 - B.3 IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1.5 85 _ 14 12 9 7 8'LS - -- 14 11 7 55 4.5 75 - - )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON - - - - - - - - - - - 14 12 8 6 5 4 - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 105;7 5 35 - - - 13 9.5_6.5 5 4 3 - '10'-75 5 4 3 FOR INSTALLATION INTO EFs WITH METAL STUDS SEE SHEET 20. 14 11 :7.5 55 14 11.5 9 6 5 4 2S 95' 6 5 :.4 4 0.5 0 "5 - - - -, 14 12 8 65 5.5 4 - 13 10 6S _ _ _ _ _ 14 105 7' ANCHORS SHALL_ - (C) BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _ _ 7 3. 4-5.3.5'_F23 95 T 5'10.'7 .- - 14.145 7 5.5 4S - 1.5 8.5 55 4S .75 - �- - - - 12 9 .e 4.5 3 -. = 1. 7 4S 3S 3. - 144 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. . 4.S' - - 14 115 7.5 6 5 - 12 9 6 45 4 - - .... - - - 13 10..6.5 5 4 EDGE DISTANCE VERSUS EACIN 14ED I FOR AM. TORS 12'-0" B 6 4 3 _ _ _ _ MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 35 9.5 6 - - - - 13 9S 6S 5 4 - - - 0.5 B 5 4 - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 IDS 7 55 45 - - - 11 8.5 5.5:4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-D" - - - 1O 7.5 5 4' 3,.. 7.5 55 4. 3 _ _ �. FACTOR ....,.... ' _ _ _ _ _ _ _ _ _ 4 _ TUAL PPOON ADVANCED 12 g:.s a s a - - 9.5 7 5 4. - EDGE w/ TM ALL POINT SOLID SE( BLUE TAP W/CAP TAPPER+ 8 6 - - -' - 13 95 &S 5 -"-' - - 0.5 75 5 4 -- - - - BLADE OR DICE E MIN.SPACING'" .. 74'-0•_ - - - - - - - - - - - - - 11 8S 5.5 AS - -. - - flV"_ E.D. .,, 3 MIN. ACING 4 IN.SPACING-3 1/2• MW>SPACING-3' 3 3/4" 4' 1. 7.5 - - -: -_ .- 9. 7 4.5 3.5 - - - - 7 5 3.5 3 - - - FOUBD CONCRETESP CONOWE MOCK CONCRETE& POURED CONCRETE& paw ` M .... -POURED OfdJfIA- CANQfffE I 11.5 11 a 55'43 "=- - 9 6.5 4.6 '- - - WINDOW WK ED.•3 1 La1 E0..21/2• CONCRETE E0.3 LOCK CONCRETE Bs CK MN.E0..3 1/2' L1N E.D.-2 1/Y OOK 7.5 -" - 12 9 6 - - - - - 9.6 7'4.5 - - 15-a• - - - - -' - - - - - - - - - os e s - - - - - BLADE WORKING 0.90 1.0 _-- 1.0 o.B4 1.0 9 - - - 8.5 6.5 4'� - - 6.5 5 3 - - 2 . 0.81 1.0. - -- _ 0.78 IN UNISON ♦ os7 - 1.0 10 - - - -, 0.5 e 5 - - - -'8.5: 6 4 - - 2' 0.71 - - - _ OS1 7 _ _ /.5 e_ S.5 - - - 9 .97 .- _._._ _ -1 3/4• _ _ ,y. uunws sari 0.43 0 - .8. 6 4 6 45 3 1 1/2" - - 0.35 ss - - - - = 9s 7 5 - - - - - e 6 a - - - - '- FLORIDA BUILDING CODE (High Velocity Hurricane Zone `� dlil �(1TYY A 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY.INC. 1, Y� , - BERTHA HVTM F I L E C t, Accordion Shutter System No.44 , -tea ��` ® �/�rr H.V. #1 W OR w/o Hv WINDOW BADE *,• 7>; --^"•} TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NO DESCRIPTION :,I DATE DRAWN BY: M_P o'• STATE OF �2(} QAS N.W.36th.St.St.305.VIRGINIA GARDENS,FLORIDA JJ16 Association, Inc. t OLD 17-122 /6/202C DATE 7/6/2020 �J 4268 West Roads Drive/ Phone:(305)871-1530.Fox (305)871-1531 2 �COR P e-mail:tilt-D.M.- West Palm Beath, FL 33407 3 DRAWING No CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 20-�69 CC•, ` WALTER A.TILLIT Jr.P.E. 4 EAL/SIGNATURE/DATE FLORIDA LIc.p 44167 5 SHEET 6 1 S OF 20 MAXIMUM ANCHOR► ZMING (in) SCHEDULE FOR A GNEN M. SHLOTER SPAN, A.S.D. DESIGN NEGATIVE LOAD AND A ORRESPONDIN• `!0 Itv?NR TYP FOR CONCRETE INSTALLATIONS (SEE NOUNRNGS L J.K&L ON SHEET 7) _. POUREO.CONORfTE. .. ' ANCHORS SPACING LF&END 1 WAIH OVER& Il TRENCH - - 1 SPAN, __,.:-_ram OJ RAINGUARD MOUNTING KO WAl1/FIAOR M.... NC ©WALL/WALK OVER MOUNTING 00 AS.D.DESIGN NEGATIVE LOAD(paf) I.S.D.OESICN NEGATIVE LOAD(pb()',A.SA.D"'NEGATIVE LOAD(PM. A.BO,DESIGN NEGATIVE LOAD(psf) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 30. 40 60 75 90 120 160 205 30 b BO 75 90 120 160 205'30 .� 60 75, 90 120 160 20E 30 40 60 75 BO 120 160 205 14 12 10 9- 8 86 6 72 12't2 /28. 6S 7 7--7 7 7 -7 55..5 S 3 S 5. 5... 5 '$ ALL POINTS SOLID-SET,. 3,_0" 14.1T 10 9 8 8 6'.6 12 12 12 12.12 ,12 9.5 T. 7. 7. 7. 7" 7' 7 7 7 5 5 5 5 5 5 5' 5 BLUE TAP R LESS 14 ,1 10 9 '.8. .B 6 6 12 12 12 '12 0.5 8 6i.5 7 �7 7 7 7 7 '7 6.5- 5- S 5 S 5 5 5 -.s TAPPER+14 12 10'e B H 6• 6 12 12 12 12 12 10 79 B. 7 ..7 7 7 7 7 7 T. 5 .5, 5 5 5 9 5 5 14 12 10 '9 e 8 6' 6 4,-0' 14 12.,10 9 8..8 6 6 12 12 12 12 12 9.5 7 SS 7 7 7 7 7.7 7 7 5 5 5 7 5 5' S 5 5' 14 12'10 -9 8 8 B' 8' 12 1Y 12 9.5 '0 6 �.5 J,S ,7'- 7' 7 7 7: 7 BS 5. 5 6 5 5.. S. .5 5 5 14.12':10 9 0 .e.-6 B; 72 12 12 12 10 7.5 5.5. 4 7. 7 .7 7 7 7 7 5.5 5 5 5 5 5 5 'S` 5 74 12 10.:. 9 .8. 8.. 6 B-.12' 12 f2 11 B 7 'S b 7": 7 '7 7 7 SS 4 �3 5 3 3 5 5 5.W135,_D. 14 12 10 9 8 e '6 6' 12 12 12 12 '/0 7;5 FS 4 7' ] 7 7 7 7'- 7 7 5 .5 5 5 :5 Sib 12 10 '9 .8 -'8 6 6 11 12 9S 7S6 4.5 AS' - 7 7 7 7 7 7 S 3S 5 3 5 'S5 5"4'12.10 9 0. 8 6: 6. 12 12 72 9.5 8 6 45 7 '7' `7 7 '7 7 5.5 '4' S 5. 5. S :S '5 * SEE ANCHOR 14 12. 10 9' 8 '8 6' 6 12 12 7.5 9 7S SS �4 -3 7' 7'.7 7 7, 4.5.35 - 5 5 b. 5. 5 4S 3.5 SPECIFICATIONS 14 12 t0 9 B''e" 6 S f2 '12 12 1D. 8 -H 4.5.3.5 7 7 7 7.. 7 •7 7. 7 5 5 S 5 S 5' 13 s ON SHEET 13 14. i2't0 a :a .H B' 6. 42 12 H fi 5 4 3 - 7 7 7' 7 7 5S: 4 5 8 S 5' 5 '5 '4 3 14 12 10 9 8 8 6 5 12 12 10 8 6.5 3 3.7S - T 7 7 .7 7 614.5 - 5... 5-..5 5....S. 3 4.5 -- ` 14 12 10 e e 8 B': 6 12 12 IO B 8.5. S 35 - 7 7 7 6.5 SS 4 -- - 7,-0' 14.,12 10 9. B 8 fi: 6. 12 12 12 &S' T 5 4 3 7 7: 7 7 7 7 7 6 fb 11 10 9 ,8 8 'eW e- 12 f0 6.5' 45 3 - 7 7 7 7'.6.5 5 3 5 5 S 8 5 5 JS J - ,4 12 to s .e B-:.6: 6 12 az BS. 7 5,9-4 - 7 7 ,7. 7 7 5. - - s Is s is 1 5 15 '4 - 0 VALID ONLY FOR UP TO +70, -75 q1411 12 10 9. 8 0 6 -, 12 12 85 7 55 4 ;3 - 7 7 7 55 4:5 3 - 5 -5 5 5 4.5 35 PSF A.S.D. DESIGN PRESSURE 8,-0. 10 9 e 8 6 12' 12 0.5 7,5 6''4,5 3.5 7 7 7 :7 7 7 7 4' 5 5 5, 5 5 5 RATING & FOR SPANS PER 10 9 8 B 6 - 12 9_ 8 4.5. 4 J _ - 7 7 7 7...S5 4 - - S 5' SSCHEDULE 4, SHEET 11 10: 9 e 8 6 12. _11 7S 6 5 .75 - 7. 7 7 75 6 4.3 - S- 5 5 5 5 4.5 - 14 012%109 B 8 - - 12 1.S17S6 53,5 - 7 7.6.5. 5 4 - -. -, 5 6 5 _5 ♦ .3.-0. /4 8 8 8 - - 12.�12 eS BS.5.5 4 J - 7 7 7 .7 7 7 6 J s 5 5 5 5 s55 ]4, 0.5'e s 4 3S. _ - - 7 7 7 :6 'S 3.6 - 3 5 5' 5 4 J14 9 B :B - - 12 10'6.5. 5 4.5 - 5 5 5.. 4 - ,-.. "" 14 12 12 OS.7 5.5 4.5.J.5. - 7 .7 55 4.5 3S - 5 5 5 4.5 3,5 10,-0°14 12 10 9 ,e 8 - 12 '11 8.5 6 5 35 - - 7 7 7' 7 '7'7'4S - '.5 :5 5 "5' S 5, 5 45 14 12 10 9 6 8 9.5 7 4S 33 3 - - 7 7 7 5.5 4.5 - 5 5 ,.5.. 5 4,5 3.5 - 14 12 tO 9. a 8 - 12'. 8. 6 $ 4 - 7 7 7 .6 5 $ 5 S 4S 5 14 '12. 10 9 a8 - 129,5 6 5 4 3. - 7 7"5' 4 ''3"- 1 ',�55 43,54 2 0 9 8' 8 - - 12 -10 7 5.5 45 3.5 7 7- 7. 7 7 7 3.5 -.. 5 S14 12 10 9 BH - 8S 65 4. 3S 3. - - - 7 7 e- 54 ' 4314 12 �10 9 8. 8. - .11 8(55 4 7 7 7 5;3 45 - - 5 4S 14 12 ,G. 9 8 1.S SS 5S 4.5 3.5 4S'3S - - - - S 5 4.5 35. J _ 1. H V BLADE ONLY 12,-0'14 12 10 B' B - - - 12 95 6.5 3 4 3 - - 7 7. 7 7 7 6 3 - 5 5 5 5 $ S 4S 3S 14 12 .10. 9 0 - - - B B:.4 3 - - 7 7 5S'4S 3S - 5 5 $ 45 4 J 14 12 10 9 8 - - 10 75 5 4 - - - 7 7 8 5 5 5 5 5 4 14. 12 10' 9' 0 - - OS 8 5 .4 3.5 _ 7 e.S 4.5 S.9 - 3 5 4S 3.5 3 13,-0°14 .12 10 9 B - - 1.5.&5' 6 4.5 3.5 3 - - 7 7 7 17' 7 4.5 - - $ 5"s 5 5 5 4.5 3S 74 12 70 9 8 _ - T 5S 35 'J _ - -7 7 s 4.. 3 S. 5 5 4, 3 14 12 10 9 8: - - 9', 7 4.5 .75 - - -,7. 7 5.5.4.5.. - 5 5 5 4.5 4' 14. 12 10 9 - .. - t0 75 5 4 3 - - 7 6 4 3 - 5 5 4 3 14,-0"14 12 f0 9 - - - - 0.5 8 5S 4 SYS - 7 7 7" 7 7 4 - - S 5, 5.. 5 S 5 4... 3 14 12 10 9 - _ - - 65 5 3 - - - - 7 7 5 JS 5 5 $ .d I4. 12 10 9 - 85 es' 4 - - - - '7 5 4 - - - 5 S 5 - t4 12 10 - - - - - 9 7`43 3,5 J - "7 5S.SS - - -"-- - - S 5 3.5 .'3 - - - - 15,-0" I4' 72,.10 - - - - - 10 7S 5 4 3 - - - ,7 7 7. 7. 7: 5 -141 .10 - - - - - .6 4S. 3 - - - '7 7 4.5 35 5':4.514 12 '10 - - - - - B 8 4"- _ _ _ 7 7 _5' _ 5 5 $ a 14 12 .10 _ - - - B.5 6S 4-35 - - - 7, 5.5 JS -"- - - - 5 5 3.5 - - - - 16,-0"14 12 10 - - - - 9,5 7.4.9 3.5' 3 - - - 7 7 7 7 8 3" - 14 12 10 - - - - 6' 4:5 3 - 14.12..10 - 7.5 5.5 75 - _ - 7 7 4.5 - - 5 5-4.5. - - FLORIDA 9UILDING CODE (High VelocityHurricane Zone) I�!I ©2020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. BERTHA.HVTM Accordion Shutter System No.44 _ TILLITTESTING_ American Shutter Systems FLV.RZE#1 W/OR W/0 H,V,W OW `uC & ENGINEERING COMPANY REV.No' MGR"ON I GATE DRAWN Sr: N,p 6355 N.N.36th.SL,5W.306.VIRGOM GARDENS,FLORIDA 331 Association, Inc. 1 OLD 17-n2 /6/202 DATE: 7/6/2020 STATI OF �' Phone;(305)871-1530,Faa:(305)871-1531 4268 West Roads Drive 2 e_11w11:Slteco®ao1.<om West Palm Beach, FL 33407 DRAWING No L��•• ��O 1� \��� CA-0006719 3 2�-1 69 S+""• WALTER A MUT Jr,P.E. Phone: (800)432-2204. Fax: (561)209-8380 - 4 ipr�S1ON +1� .�SEALJSIGNATURE/DATE FLORMA uc.&44167 5 SHEET e 14 OF 20 MAXIMUM ANCHOR* SPACING An.) SCHEDULE FOR A GNEN_'MAX. SHURER SPAN, DESIGN NEGATIVE LOAD AND A CORRE_SPONDINC MOU"NG TYPE FOR CONCREFF BLOCK IN - (SEE MOUNTINGS A,B,C.D AND F ON SHEET 6) ANCHORS SPACING LEGEND :... CONCRETE BLACK .. .. TAPCON WITH ADVANCED •NU 'O WALL SILL, OUNTING WALL W OUNTING (E)WALL SILL MOUNTING C h WALL HEADER/SILL QWALL/FLOOR MOUNTING ©WALLJWALK OVER MOUNTING THREADFORM TECHNOLOGY MOUNTING .... BLUE TAP (ryµ A.S.D.DESIGN-NECATNE LOAD_ sf ASD.DESIGN NEGATVE LOAD sr A:SA..DESIGN..NEGATNE LOAD ASD.DESIGN NEGATIVE LOAD'p �AS•D:DESIGN NEGATIVE lM0 of -AS.D.DESIGN NEGATIVE LOAD st - - 30 40 60 '75 80 120 160 205 30 40I 60 75 80 120 160 2a5 30 40 60: 75 90 120 160 205 30 40 60 75 '90 120 160 205 30 40 60 75 9D 120 160 205 30 40 60 75 90 120 160 205 TAPPER+ 3--0• 14 12 .10. 9 8 7. - - 14 12 10 0 75- 4' 4 14 12 1D .9 8 7:S 5.5 45. B 8 8 8 B 7.5 5.514.5 14 .12 10 9 8 7.5 SS..- 14' 12 1p 9 B 7.5 5S - OR 1{_ 12 10 B "0 8"`6'"•= 14 12 10 9 0": B 6 6 1{ 12 10 9 8 8 6'.15 8 6 e 8 B 8 73 8 14 '12 10 B B 8 8 3 14:12 IO B B B' 6 6 ` 14 12 10 9 8 B 6 14 12 10..B B B 8 8. 14 12 10 9 B B B 7 B 8 B 0 B" 8' "e 7' 14 12 10 9' B 8 6' 14'12 10 9 8 B 6 6 14 12 10 B 7S 5.5 - - 14 12 10 9 7.5 55 14 12 10 "9 7.9 SS f :.6 -e 8 B 75 55 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 7S - 14 12 10' B. 8 75 5 14 12 to 9. 8 7.5,5.5 - H _8 5 8 e 7.5 55 45 14 12 10 9 8 7.5 - 14. 12 10 9 B 7.3 .6 _ #S 14' 12 10 9. .S 8 - 14 72 1D 8 8' 8 e 14 12 10 9 11 8 8 4.5 8 e 8 8" 8 8 7. 5.5 14 12 '10 9 8 8 - 14 12. 10 9 B 8 8 , SEE ANCHOR 14 12 9 7.5 e - 14 12 9 75 ,6' 4-5 - 1{ 12. 9:7.5 6 4S - e- B B 75 6 45 - - 14.-'12 9 73 6..- -- 14 12 9 75 6 45 -' SPECIFICATIONS 5'-0� 14. 12 10 9 :�8 - 14 12' 10 9 -8 6 - 14 12 10'. 9- B ,:fi 4. - IS B 8 $. -8 6 4.5 J5 14 12 10, 9 8' 6 14 i 12 10 9 ON SHEET 13 1♦ 12, 10. 9 8 -- ''14 12 10 9 B 7.5 - 14 12 tD B 75 tS - 8 8 B e-"B.:7S 5S 4 14. 12 .10 9 8 - - - 14.: 12, 10 9 8:7-5 _ .14 115 7.5 8 - 14 1S'75 6 5 - - - -:14 115 7.5 8 S' � e 8 7.5 6. 5 :-. - 14 11.5 75 6' 4 - - - 14 1.5 7.5�8 5 - - - 6'-0" '14 72 10' 8 '4 - - 14 12 10 8 7' 4 - -. 14 L2. 10. 8 T 5 B e e 6 7 5 3S - 14 12 10 8'4,5 - -" 14 12': 10 8 7 4 - 14 12 10 9 5 - -! 14 .12 10 '9 B 4.5 -. - 1 12 10 9 e 6 - 8 -8 8 8 B" a '4.5. -"14 12 10 9 5 - - - 14. 12 10 .9...,.B 4.5 3.5 10 6S - - "_ -' 3S IO 6.5 5 4.5 - - - 3.5 10 eS 5 4S - 8 B 815 5. 4.5 - - 3.5 10 6.5 .5 - - - - J5 10 6S 5 4.5 = _ 7'-0� 14 72 9 5 - - - it. 12 9 7.`B - - 14 12 9 7 6 35 - - 8 8 6 7 .6 f.5 - - 14 12 8 :7 - - - - 14 12 8. 7 e - _ 14 12.110 6 ..-. - -..14 12 10 8.5 7 : - - 4 0:H.5 7 4' - - 8 8 '8' e 7 .5 1.4 - 14' 12 10 6 - - - 14 12- 10,85 7 - lS BS 5 - 1.6 fly 5.5 45 . - i_5 85 5.5'45 - - 8 8 5.5 4.5 - - 14 8S 5.5 - - - 1S 8S SS{5 - g.'-O': 1{ 1.1.5 75 - - 14 115 7.5 6 4 14 11.5 35 6 5 _ - 8 e 7.5 8 5 3S 14.11.5 75 B - - - - 14 71S 75 6. 5 SEE LIMRATlONS OF7USE1.1t14 12 9S - - 14 12 9.5 75 45 - - - B6 B 7.5 6 45 - 14 12 95 - - <. - 14 12 BS.75 4S - o5 zs - - - - �05 75 5 4 - - - os X-5 s- 4 - _ e os s( a r - - a57.5 5 - - - - 0.57.5: 5 4 _ - - •BLADE 1A ON SHEE9'-0': 14 lOS 4 - 14 1D5 7 55. - - 14 05 7 5 - - e" 8 7 5.5 4.5 3.5 - 14 10.5 7 - 14 10.5 7 55 14 12 5 - - - -.. - 14 12. a 65. - - - 8 B 6 6.5 5.5 4 - - N 12 5 - - 14 12 -8 6.5 - e 9 7 4.6 e. 7 14.5 _ _. _ _ _ 9 7 - _ _ - - _ 9 7 4.5 - _ _ - _ - - - - - 2.5.9 8 8 6 9 4 - - - 2,5 9.5 3 - - - 2.5 B.5 8.15 - - - - id 11 - - - - 14 11 73 - - - - - - - B 8 7.5'e 5 - - 14 11 - - - - -• 14. 11 7.5 - - - - - 8.5 .6. - - 0.5 6 -4 - - �.Bd-8 - - - - B 6 4. - - - - - 6.5 .44 - - - - --8.5 'fi 4; - - 71'-0� B5 5S - - - - _ _ _ 8 B 5.5 4.$ J.S - - 15 8S - - - - - - 1S B.5.5,5 - - - - - 3.5.10 14. 10 7 _ _ _ _ _ 'e; 8 7 5.5 4.5.-.. 3.5 10. _ 14 .10 7, .. 75 5.5'.- - - - -- - 7.5'5.5 - .. _ _ - _, _ 5S _ _ _ _ _ _ 1S SS - _ _ _ - _ 75 5S _ - .... S ._ _ _ 7S- 12'-0- OS 75 - - .- - 05 7 5 4 - 8 7.51"5. 4 3.5 - - 0.5 75' 75.. 2S 9S - - - - - 3:5 95 4S - - _ - - _ e 8 fi. ,5 4 - - - 2.5 9.5 - - - - - - 35 9S 45 - - - - 7 _ 7.1 5 _ _ _. _ �. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._. _ _ _ 7 5 7 4.5 75'-5 13'-0�BS 5... 95 7 _ - _ OS 8 - 8 7 4S SS - - - 9.5, 5 - - - - 9.5 7. .., �T-. - _... - IS 6 1S 8.5 - .5 8.5 - - - - - - B B 5.514.5- - - - 1.5 8 - - - - - - 1.5 8.5 - - - - - 65 -- - - - 6.5,5...- - - - - - 7 55 - - - - 6.5 5 - - - - 6-5' 5 - - - 7 - 14'-0" 9 3.5 - - - 9.BS..- - - - - - _1--, _ _ B 65 45 3.5 - - - 9 4 - D5 OS'e - - - - _. _ _ 8. 8 s 4. - - D5 4 - - - - - 0.5 e - - - - HV BLAD- 6 - - - = = - - 65 (1HV BLADEOR In HVBLADE 15-Oa _ _ _ _ _ 6 _ _ _ _ _ B _ _ _ - _ e 46 4 _ _ _ _ _ a _ _ _ _ _ _ _ ,6 _ - _ -_ _ _ _ _ _ _ .8 76 5 4 - - - 10 - _-. _ _ _ _ 1pWJA HV WINDOW BLADE S.S - _ -: _ _ _ 5S' 4 _ _ _ SS. _ _ _ _ 55 -:. _ _ _ _ 5.5 _ _ _ _ _ .601 16'-0�Z5:._ - - _ _ _ 7;5 _ _ _ _ _ 7S= _ _ 7S 5.5 3.5 _ - _ 7,g.-.. - _ _ _- _ 75.- . _ _ _ _ _ _ . .- WORKING IN UNISON �►95 - 9.5. - - - - - B 7 4.5 - - - -.9.5 FLORIDA BUILDING CODE (High VeloCity Hurricane Zone `el A a �� 200 11 2 Iltt © LTECO INC .. Y• 2020 EASTERN METAL INC. BERTHA H■TM ��C E. F'�9� Accordion Shutter System It I E C�IB 11 1m c. N.�U�;N!"�N I'LV 1 W/O KV.WHIM BLADE No.4416 SLAM w/OR TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE ]DRAWN BT: M.p 5 }1T Association, Inc. 1 OLD 17-122 - /6/2020, DATE:. 7/6/2020 63m N.W.3m.St.Ste.305,viRmA GARDENS•rLORIDA 3318 o'•• STAT OF �� West P West Beach, Drive 2 Phone (305)871-1550.For:(SDS)87f-1531 DRAWING No West Palm Beach, FL 33407 e-mail:Lilteco®aof.com 3 of C At0R DP CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 20-1 69 ... .••' WALTER A TR1R Jr.P.E. pN 1 E r EAL/SIGNATURE/DATE FLORIDA U..j 44167 5 SHEET tAtht M1d1 6 .. I"OF 20 MAXIMUM DESIGN PRESSURE RATING (p:s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GNEN MAY. Swum SPAN, NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 de 17). �EF; U B !Sr�TF=;ZATE SOUTHERN.PINE No. 2 W MIN. G=0,55, SPRUCE PINE FIR' NORTH SPRUCE PINE FIRSOUTH - S E E SOUTH IN o. SPRUCE PIN SPRUCE-PIN / 1/2" MIN. CDX z W/MIN.c=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0 50 ,W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD DOU L- FIR W/ W MIN. G=0.43 _ M4�IW .. ..MIN.Go 0.50 ./ W- MIN. G-0.36 sP,w(") WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS. B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S&V A54 G.M XGAhE,FWM we 730 amwx R3SRTE UN. .. D92i F611M1i fk1VIF FDPC ASA_®BI IEWT4 REIDE MBG ASD 0501 IQiOW RF197E B]LE�Q ASD.R6w IRAAC fltI97E AGFG(¢t 150[6w MDaM RCi9ff RIRC 4S6 aBal¢sanE itfmFE OJFC(Idj ASOw 0 RDAE RFSMFE Rafe(g AM EM OM MMol 3 0 60 5 70 0 5 90. OS 3040 60 75. 90.105, -0'OR 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 70 9 8 8 6 6 6 6 .6 :6 6" 5 4, 4:. 4 3,:1Z 12"12...12 12.12 12 13 12 17 12:17 12 12 12 12 12 12: ..__. _ _ .. _r_ _. 4'-0 1210.. 109 8..'8 6 6. 6.6 6 66, 12 10 10 98 8 -66fi 6 6 .6 12 10 "10:9"'.8 8. 6': 6 6,6"_'.6 66_.5. 4 4 4 3 1212 12 12 12.12.12 1212 12 112.112 12 12 72 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 8 6 '66 -:6 5 6 5 4. 4 4 3 12 12 12 12 12.12, 72 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 5.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 >5 4.5 6 5 -4:4:3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10. 10 9 6.5 4. 6 6 6 .5 4.5 4 12 10 10 9 5 3. 6 6 6 5 _4 :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.!12 12 12.0.58.5 7.5 8'-0" 12 10 10 7.5 4:5 3 6„ 6 6 5 4 3.5.12 10" 10 6 3.5 - i.6 6 5 .5.3.5 3 12 10 10 4 - - 6 6 5, .5 3.5 :3 6 5 41- - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 5.5 9'-0" 12 10: 10 -5 3.5 - 6 6 5.5 ,5 3.5� 3 12 10 9 4 -. 6 ;6 4.51 3 3 12 10: 4 3 6 6 4.5 4 3 t3 6 5 3.5- - - 12 12 12 12 12 10,'12. 12 12 1. 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 .5 3 - 12 10' 3 - - - 6 6 4 .5-3 6 5 12 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 ;9 7 6 5 11'-0' 12 10 5.5 - -.. 4.54.5- - -`,6. 5.5 3.5- - 12 10 - 6 .5 4 -_ - 6 5 - - 12 12 12,12 10°8S 12 12 12 9:5 8 7 17 72 8 '.5 5.5 4.5 12'-0" 12 10 T5 - - -'; 6 .6 4 r - 12 70 3.5- - 6''.5 3,5 -`..- 12 1Q 6 5 3.5 - 6 5. - 12 12 12-11.59.5 8 T2 12 11 8.5 7 6 12 1.57.5 6 S 4 13'-0" 12 70 - -6 6 - - - -. 12 10 - - - 6 4.5 - - - - 12 7.5 - - 6 4.5 - - 6 4.5 - - - 12 12 12 0. B.5 T51 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 14'-0" 12 10- -: 6 5.5 - - 12 7 .5 4.5 - - 12 7 .5 4.5 - 6 3 - 12.12 12 9.5 e 12 9.5 7.5 6..4:5 12..9.5 6:5 5 4 J5'-0' 12 - - 6 - - - - 12 - - - - -.; i5 .c - 12 - - - - - 5 - - - - 6 - - - - - 12 12 11 9 7.5 12 8.5 7 6 4 12' 9 616'-0' 12 6 - - -" 12 S - - - - - 1.5- - - - - 5 - - - - 6 - - - 12 12 D. 8.5 6S 12 8 6.5 5 f 1 HV BLADE OR C1� HV. BLADE W/ HV WINDOW BLADE WORKING IN UNISON} ♦SEE tAIRAli0N5 OF USE FOR BLADE©ON SHEET 16 +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(HAS) 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FOR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE not SOUTH W/0=0.36(N.D.S.) 2 ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2"COX PLYWOOD(1988 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Veiacity Hurricane Zone ©2020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. E sF J��% „�� BERTHA HVTM 1 L E C II!tc. .� Accordion No.4" 67 = K BLADE 1 W/O Kv W NDOW System S t v. TI w/OR / M.MADE P z*L TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV Na DESCRIPTION DATE' DRAWN BY: N.P o'•, STAT OF 5=3 N.W.36th.SL.Ste.305.NRGNIA GARDENS,FLOIRDA 3318 Association, Inc. I OLD 17-122 /6/202 DATE: 7/6/2020 Z'Q'. F Qp.. ,• Phone:(305)871-15J0.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No e-mail:tilt ec0000l.eam West Palm Beach, FL 33407 3 q`SS/ON I t WAITER 0.00671Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 20-1 69 11111 Ill SEAL/SIGNATURE/DATE FLORIDA Uc.8 44167 5 SHEET 6 15 OF 20 INSTALLATION DET,. ILS ON EXISTING WOOD BUILDINGS FOR (1) HV & HV♦ BLADES (AS APPLICABLE) MAX .SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL RF 1 LIMITED.TO 105.0 psf, A.S.D. DESIGN PRESSURE TING SEE SHEET 1.9 FOR-MAX SPA N & A.S.D. :. �. �. .. ;Z.l ,/4.0 TAPCON WITH ADVANCED DESIG -PRESSILI E RATINGINSTALLATION 1. ��•# THREADFORM TECHNOLOGY �W/ 1 1/2"Min.PENETRATION I^•' --=V -, >---1/4"O TAPCON WITH ADVANCED K UNISON ( OF THREADED AREA TO ✓ •f THREADFORM TECHNOLOGY A ` EXISTING WOOD HEADER. i W/1 1/2"Min.PENLIFATION I (SEE SCHEDULE ON SHEET 15) ! OF THREADED AREA TO DR .11 w 1 EXISTING WOOD HEADER. L AdN.SEPPRA110N ! (SEE SCHEDULE ON SHEET 15) TO CIA6(SEE W^•T--1/4"0-20x3/4'S.S.MACHINE SCREWS EXISTING I ON 9E�19 OR ttU tt n-a. .`V OR� OJ W1 1/4"-20 NUTS 0 12'O.C. GLASS---I BiAIJFS(�Aa© z A /aR 11$ L WALL— w FlNISH I Z \X ., _„> FINISH oi• i /. w� i A.K� I OPTIONAL �IX1511NG IN. CR( 2'x4'WOOD LF••y �+ FINISH HEADER REQUIRED .10OR O� +4'"�aSTING MIN. EXISTING I I ¢ 2'x4'Yl000 I GLASS MIN'SEPARATION I I I HEADER REQUIRED ; '1 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY TO CLASS(SEE I L17 MIN.SEPARATION I ) �I ~• W SCHEDULE OD SHEET B" TO GLASS I I I 2'x4'CONT.SILL ( h "=`{ OF THREADED�AftFA PENETRATION 11 FOR ESAI£f1�AND I EXISTING (SEE SCHEDULE I PLATE REO'D. y ' .,'I '."d MID'MDTH OF WOOD PLATE CN SHEi:T 19 FFOR 6LAOES 105c GUSS� ON SHEET 11) { v J (SEE SCHEDULE ON SHEET 15) OM HV WALL H ADER INSTALLATION ATION O HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION EXISTING �— MIN.SEPARATION I MIN.SEPARATION GUlS MIN.SEPARATION L TO GLASS I I j c_ TO GLASS 2'x4'CONT.1-- TO GLASS I I '-" EXISTING - (SEE SCHEDULE I ) I (SEE SCHEDULE W000 PL1TE3 (SEE NESHCEET iLj % G1/55- ON SHEET 11) I x IX TIN ��J ON SHEET 11) REdD.-i ly - 1/4'0-2Ox3/4'S.S. 1/4'0-20x3/4•B.S. ' 1 MACHIN 1 i MCHINE USING SCREWS -20WALL «:3: 1/4"-20 NU ® /4 N UTS 12'O.C.FINISH 0 12'O.C. I to 0 � l�l ti A�.JaR 2"x4'CONT. DR 1 —@a.� 1YDOD PLATE 1 - LE n EO 0-1 EO.-� ._a i \ 1/4"0 TAPCON WITH ADVANCED REO•D. i i 1 7Y �. ( �THREAOFORM TECHNOLOGY 1/4"0 TAPCON WITH ADVANCEDIj -1/4'0 TAPCON WITH ADVANCED L W/ 2 Min.PENETRATION OF i y ,; THREADFORM TECHNOLOGY THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. ` . W/1/2'Alin.PENETRATION OFCONi. 1-SEE SHEET 4 FOR TYPICAL yTLL�.� ' W/1 1/2'LFin.PENETRATION (SEE SCHEDULE ON SHEET 15) P t :,�` THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. Of THREADED AREA 'J EXISTING MIN.2 x4'SNDS - (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE 11-RED D' i,? ALL OF TH E OF WOOD PLATE. Lt 2'MIN.CDX PLYWOOD REDID. 0 16"O.C.MAX,REO'D.— y\\ COMBINED IN ANY WAY TO t z�. =i; FINISH (SEE SCHEDULE ON SHEET 15) / PLYWOOD TO BE ATTACHED TO 1/2"MIN.CDx� )..WALL FINISH SUIT ANY INSTALLATION. ,_EXISTING TOMIN 2'x4"STUDS O 16"O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REA D. ®.HV WALL SILL INSTALLATION eT1AN PLYWOOD IO BE ATTACHED TO SPUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. WITH SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF ©HV WALL SILL INSTALLATION ®HV WALL SILL INSTALLATION RUDE©ON SHEET 19 FLORIDA BUILDING CODE (High Velocity Hurricane Zone i, 02020 TILTEC0. INC. @2020 EASTERN METAL SUPPLY, INC. ,,�1,, BERTHA'HVTM . �.�.�.�. Accordion Shutter System ND. 44 = Kv aADE#1 W/OR W/O KV.WINDOW MAX TILLIT TESTING & ENGINEERING COMPANY 1 T _ American Shutter Systems REV Ne: DESCRIPTION DATE DRAWN BY. M•P __ � •• _. Z�(,• W55 N.W.361A SL.Ste.305.VRGINA GARDENS,FLORIOA 3316C Association, Inc. 1 OLD 17-122 /6/202 OATS 7/6/2020 F 4268 West Roads Drive Phony:(305)871-:530.Fox:(395)871-1531 2 Q•r• "G/ a-man: 000*6000l.com West Palm Beach, FL 33407 DRAWING No CA-0006719 3 20-169 ��,�i<�:'•.,•,,,, waLTER A nLLlT,1r.P.E Phone: (800)432-2204. Fax: (561)209-8380 4 SEAL/SIGNATURE/DATE FLORIDA Uo.B 44167 s SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 2 HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL E. LIMITED TO 105.0 DO. A.S.D. DESIGN PRESSURE RATING.. SEE SHEET 19 FOR MAX SPAN I WALL FINISH e c D. DESIGN PRESSURERATING FOR INSTALLATION WITH BLADE - ,�, WORKING .IN UNISON .I Y-1/4'0 TAPCON WRH A. Ea EQ--2--2'MIN. EDGE IF APPLICABLE t ADVANCED THREAf7FORM d'xB"(Min.) EXISTING. r �- -- ( ) fff TECHNOLOGY W/ 1 1/2•Min. WOOD BEAM REQUIRED. r1- 1 j PENETRATION OF THREADED STRUCTURAL ADEQUACY , .�. AREA TO EXISTING WOOD OF EXISTING WOOD BEAM r•" EXISTING WOOD HEADER. 1/4'0-2Ox3/4'S.S. _�. t} TO BE CERTIFIED BY TRUSSES OR \l ` ;r (•'N\(SEE SCHEDULE ON SHEET 15) 1"Min PHIWPS TRUSS HEAD REGISTERED ENGINEER DR EQ E r RAFTER 0 24' (It 1) •-E . EO^� ACHINE SCREWS AR UTTER PRIOR TO 1/2' 1/2 W/ 1/4"-20 NUTS SHUI7ER INSTALLATION. ' �. O.C.REQUIRED e 12'O.C. 1/4"0 TAPCON WITH .9 1 DR 1 J ADVANCED 7HREADFORM EXISTING SOFFIT p_ TECHNOLOGY W/ 1 1/2 Min 3/4'Max.THK. k ( •' 'n .257" PENETRATION OF THREADED Jf w nAT Mm'- AREA TO EXISTING WOOD BEAT EO-',S.EO- - $14x3/4' rED1xd'x1/6"CONT.ALUM.CUBE ' �--OPRONAL .. . ,.7 (5EE SCHEDULE ON SHEET 15) S.M.S. I (6063-T6 ALLOY)W/ Ir (' ®6 o.c. I 11 or or 15 (3)5/16"0 LAC SCREWS TO 'TER OR TRUSS. or 13 or 15 I LOCATE LAG SCREWS AT i ::_y;�•:>•^ I W i MIDWIDTH OF EXISTING WOOD EXISTING MIN 2'x4' I i�-0 I I I MEMBER,(2'Min.NOMINAL WIDTH) EXISTING---1 HEADER REQ'D MW.SEPARATION I I I�: OPEN HOLE AT EACH. W/2'Min.PENETRATION OF i GLASS I�;,.. TO GLASS I I STUD TO ACCEPT ( THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEEP 11) I EXISTING A ;` 5/16"0 LAG SCREW INSTALLATIONS WITH 72 p.f GLASS--I I I AT CENTER OF TUBE MAX.A.S.D.DESIGN LOAD AND N.SCRARMION9 1 I I 9'-0"MAX.SPAN.THIS I To CLASS I MN gnePAnw INSTAUATION 15 ONLY VALID S HV WALL HEADER INSTALLATION � �E�T 1 11 EXISTING I ws�uY I I FOR WOOD 0. MW.SPECIFIC w SIM 15�®lera I GRAVITY OF 0.50 AS E No.S O I Y8n ,I GLASS--{1a�19� ♦ FIR OR SOUTHERN PINE No.2, "SEE I tvusQ& ) .. 1 OR ♦ I ae°TsQ�e® 1 OR ® OR EQUAL 14�•SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. ® �� 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUB ANY INSTALLATION. �T HV CEILING INSTALLA710N OU HV CEILING INSTALLATfON 1- -- i SHEET TO I� wm� OR W -I MIN.SEPARATION GLASS (SEESCHTOGSS EXISTINGGLAGES (SEE SCHEDULEMIN.SEPARATION E SSy ON SHEET 11) EDU ON SHEET 11) ie® Ew I 1. I I I Y I I ALTERNA � I ®l 1 I { , I ANCHOR I -i —I EXISTING I LOCATION ' GLASS--I (�( '-f (( Yx6°MIN.WOOD 11 - IDx3/4'HEX DECK REQUIRED I FINISH 1 IF 1/4" ©+ 7 I •a/e IN.- __:WASHER HEAD TEK -(NO i NI..ALLOWED) � ✓•?�„,.�,,f 19 Max. I SCREWS a� 12"o.c �:•:.:^t,•; , 1.. 2'x6'MIN.WOOD--tom r --1- '�:•:^"� I -'- .EDGE OF DECK ECK REQUIRED(IR® FlMSH ALLOWED) IF APPUCABL.E EQ0x3/4'S.S. 1 2" '`1' ��L EDGE OF DECK _..._. �1/4'0 F.H.TAPLON WITH ._1/4'0 TAPCON WITH TRUSS HEAD 6 APPLICABLE w •' EDGE '-'',- •---'--_' TECHNO OGY ADVANCED W 101�2'Min. ADVANCED THREADFORM Min. MACHINE SCREWS OF - / / _ TECHNOLOGY W/1 1/2"Min. W/ 1/4'-20 NUTS - 2�MIN 2'MIN. DECK IF (ll PENETRATION OF THREADED PENETRATION OF THREADED ® 12,O.C. -9' T APPLICABLE 2'MIN. AREA®MIOWIDTH OF WOOD _.. SILL PLATE <. AREA 0 MIDWIDTH OF WOOD 1/4.0 TAPOON WITH ADVANCED THREADFORM TECHNOLOGY PLATE PLATE. W/1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) REO'D. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE llM A71DM5 OF 115E OF BLADE t�a oN SHEET 1s UX HV WALK—OVER INSTALLATION. (V).HV WALL SILL INSTALLATION OHV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone ffN*0 d\14411t1h{ill Ali,, ' ©2020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY,INC. BE YHATM qAccordion.ShutterS stem L E 7V ,m I A�,SuSuAsH.V. BLADE#1 W OR W10 H.V.WINDOW BLADE . American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P is TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 /s/zoz DA*e 7/6/2020 e335 N.W.3sa,.sL,sm.30.5.vn,axu GARDENS.FLORIDA J]18 STATE F 2�" Phone:(305)671-1530.Fax:(305)871-1631 4288 West Roods Drive 1 DRAWING No A'• e-mail:UltecaoaeLcom West Palm Beach, FL 33407 3 - _u-oaas7,9 Phone: (800)432-2204 , Fax: (561)209-8380 d 20-169 �ONA t��Pt.SEAL/SIGNATURE/DATE WFLDRlOq uc�u167 s 17HE F 20 ENO INSTALLATIONS HV & 14 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. j'x4'MIN. 0 SNOS._ '•; 1/4'0 TAPCON WIiN f •`'' IN. AS APPUCABLt� < /\ / ..ADVANCED THREAD FORM / •' 2'x4-MIN.WOOD l \ /.. '� W000 STUDS. TECHNOLOGY RVI BMIDIX STUDS REO'D. 2•x4'MIN.W000 (AS APPLICABLE) \\ / ANCHORS 0 6'O.C. 1. SNDS REO'D. W/1 1I2-MIN.THREADED ; FlNISH� PIDIETPATIDN INTO STUDS OR fi + W/NIN.1/2'TNFEV)ED F2 _ \V F]DSTING CLASS +(`I j\ lf" PENf:IRATION TO 1/2'CDX / i ?i Y '� EXISTING GLASS .,� E]OSRNG GLASS / \ ! /• EXISTING GIn55 t f/ 1 I \ �I( I //E FA\\ ?. L_ 5:7oN MUL STPWWcN � ,c. 1/2'PLYW00 UK X SERNWON TO Gass(SEE .� -,�,� 1/2-MIN.Cox MIN.SEPARATION SGmME ON SHM - ;,•'". PLYWOOD. '4^'' 11 FOR BIDE mlAO 1/16",1' w 9GE"KE ON SHEET h;� �,%'.+n.,...�,tt° II���,� PLYwoon. 1/2. ,f FaR a,�oE OAvo ON SHEET 19 iT32 (6063-T.)CONE FIN. II2'EON.CDX 11 FOR BLADE(DATA . ON MADES(D ALUM.CLOSER PLYwo00.:0�� R WALL BAns©gQ �' O&® PLATE.(LOCATE 1/27 .. .. ® FOR FMH •usx 1•w r wx I AT EITHER CFO)SIDE Mw i r Os wnrasAi'.Va'm•-r zMANux as.WOE�pg�vrt 1 -J1D<t`/2•S.M.S. 6i16 O.C. /10xi/2-S.M. 4 0)1/�Y lrxcas cA t S. 016 D.C. -_�-—� T,121 I x'ml�o'°nao . n—a Atom �� \ OOr+n�*ulxm me n�11 . `(b OR®� - SEE DETAIL III .pg®� 1 OR �� SIDE CONNECTION TO TRALT6 SEE DETAIL X FOR � SEE DETAIL X FOR I OR® SIDE CONNECTION. a�u©.Qj aO.�j •®� SIDE CONNECTION ®�©'0°1 '®°' TO TRACKS TRACKS END CONNECTION DETAIL 'END CONNECTION 'DETAIL Q END CONNECTION DETAIL® END CONNECTION DETAIL(A)EXIS�tNG 4 REaI1wED ONLY FOR SPANS G0.FAIER THAN tY-0' EXISTING CLASS I/4.0 TAPCON WITH 1/4'0 TAPCON WGH '"J �AD,VAI"'CEI.1'THRFADFORM ADVANCED THRFnOF'ORN / CC _[ TEOLGY TIW BULDIX TECHNOLOGY TIW 6UEDIX - 2'z4'MIN.WOOD Ah1 _ /1 tI2'uw. ,wcuofls w/I tI2•uw. THREADED PENETRATION THREADED PENETRATION i3Ox1/2'S.MS. MN SFFARITION ♦ SEE Llh(ffAl10N5 OF USE OF MM SF'PARAUDN MOS REO'D. INTO STUDS o 12,O.C. INTO STDDS a 12'D.C. I 0,6 G.C.'\ TO GLASS(s¢ SLADE to ON SHEET 19 TO GAS(SEEMIN. SCHEDULE Otl SLEET �j.,, 4Y.\ .. SCHEDULE a4 SLEET F,t• - �� \ 1CN SLEET ZI �IT FOR BLADE®AND' -_d: /2•.MIN / I KrF.''t. eADEsmat®ON SHOD 19 FOR ®A�S0 © 0 _ � -� ©OR®OR�OA ©OR®OR(90R(D 111 5 R W ��:4 •YIN.'. / iQ OR_�`..... �2 - e (DOR so® / OR)30Ri CR) `". FnRSN 2'x4'"1" wooer WALL •®�©07 a 60'lG ®' ��—� STUDS REOb. RN@, 1 :®�®'(�.©:®. PLAN DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL 1@2 X FLORIDA BUILDING CODE (High Yeloclf Hurricane Zone „`,I,11111i1fii �AA/AAA; 2020 TUTECO, INC. ......... ,,9, BERTHA�HVTMY.INC. p ' �cENs ' IF_ Accordion Shutter System .L• E C O �N c � Aa KV. RADE#) w/OR W/O RV.wlNIM MADE No.44A = American Shutter Systems REY:Na DESCRIPTION DATE DRAwN Bn M.P =1' * •fY_ TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 /6/202 DATE: 7/6/202D l�'� O �v^• ISM N.W.36th.S.StF.J05.VIRGJN%GARDENS.FLOPoM 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Only z DRAWING No �O'•• _.1':G1tee00aol.eam West Palm Heath, FL 33407 3 2�� 69 ''������C'FLOR�• � `.�-- WALTER A�TIWi1,lr.P.E Phone: (800)432-2204 Fax: (561)209-8380 4 1,%4E.SFAL/SIGNANRE/DATE FLORIDA u�.g 44167 6 1 8 OF 20 • GENERAL LIMRATIONc AND CONDITIONS OF USE FOR BERTHA UNISON WITH HV I 1� A G. ®• I l M U 101> (i p (U)> 1•MAX.ASD.DESIGN PRESSURE RATNC:+110,- 110 ps.f. 5 ? Y 'Y Y Y 2.MAX.SHUTTER SPAN:96'. _ 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7.AS WELL AS (9MMOUNTFINGGSS M,O,T.U&E7WFt�f2COANL SHEETS 18&17. ONLY ARE ED WITH L7fYER(SS)ED IN MENUS SYMINCLUDED ON Y AT E ING LXACCE55 CASE O NG .— 44 GR'5 CINfERMA7E Oa®a : - 5.(A)HV WINDO'N BLADE�SHALL ONLY ALLOW A MA1(IA1UM OF 5 OPENINGS 16 a ;� !/ (3b HOLES)'FOR®PER BLADE Al SPACINGS SHOWN ON SHEET 4. TYP.EA.END f ! (B)MIN.CLFNWNCE FROM TOP OR BOTTOM EDGE OF FLY WINDOW BLADE ,t OF ANY 3'6 HOLE FOR®SHALL BE 12'. MAX 5 WINDOWS T. ALLOYED AT t1Y (C)FIRST OR UST RIME COMD4G OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE(9 WINDOW BLADE 1 • (D)HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WIDTH. (E) MATE$SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV ,. BLADE 1 AT O.SIDE OF THEM. (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TABS FACE I gg7g THE INTERIOR OF TF�OPENING B�NG PROTECTED.HV WINDOW Wig. BE SEE CONNECTION \ ��Eg ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROW BY ASS4 DETAILS ON SHEETS i SD INC. FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME L; BUILDINGS ON SHEET 15,AS LIMED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). C��ry 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMBED BY $PAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). S.MINIMUM SEPARATION TO GLASS SCHEDULE O. 1{ TYP TOP&BOTTOM W It�oR®m+�.� (SEE PLAN FOR REQUIREMENTS) / SHUTTER SPAN MINIMUM SEPARATION TO GLA55 -,UNLIMITED sr-Max. 5' NATION MJt SEPARATION TO GASS ----DOSTING GLASS s(S�E Sa®ULE QN SHEET 12 fAT BUOEO -.--..�` t AND OIJ TL99 S1EfT FIXL BLAOESm&Q ----1----- -------- ----------- Typ TY Q TYP. SYM Po CENTERNATES 21 22 ��\ �� / Laurnx mAr) 1 W/2 OR 5 AND W/O (NOTE 4 ABODE) PLAN 5 / TYPICAL 0) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE LE SHUTTER* N.T.S. FLORIDA BUILDING CODE-(High Velocity Hurricane Zone ©2020 TILTECO.INC. 111 { d ©2020 EASTERN METAL SUPPLY,INC. .• BERTHA HtlTM O �N� A. Q .A. Accordion Shutter System _ /10EC . 441 7 � a H.v. MADE#1 w/OR w/o KY.WINIXAN BIAX American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: My TILLIT TESTING do ENGINEERING COMPANY R•: 6355 N.W.Seth.St.Sta.305.MRGWA GARDENS,EL.ORIM 3316 Association, Inc. L OLD 17-722 /8/2020 GATE: 7/8/2020 3 0. STATE Phan.:(305)871-1530.Fax:(305)871-1531 West P West Roads Drive 2 DRAWING No i��O FLORA P y e-maC 6100671 olsom West Palm Beath, x: 561)2 3 33407 �i CC �� ��.•, .� `� CA-00a6719 Phone: (800)432-2204 Fox: (561)209^8380 A 20-1 V9 s At WALTER A.TILLIT Jr.P.E. °6A/pfIS��1NA 10 E.SEAL/SIGNATURE/DATE FLORIDA u..A a4167 6 SHEET 6 19 OF 20 ' INSTALLATIONS WZ M HV BLADE & HV CENTERMATES �1 -L 2.000•Max.r REQUIRED MINIMUM VARIES: I s'x 1 1/2'x 0.035•THICK �+ Mqx * , 063• © . t Min.ASfN A-653 GRADE 40 INTO METAL STUD WALLS ,ply Min,G-60 GALV.STEEL yh p. METAL sruos Al,s D.c. - ®6 Q.c..,40 401 p 3a 1 4"m NOMINAL W w f 1/2 .�a-75{�� * GENERAL LIMEE, T S ALUMINUM_ SLEEVE 1 ,• 12 I II o>< FOR - D 6063-T5 ALLOY REQUIRED MINIMUM I,f M n t 43Q N' ci• •,�' M INSTAI:!ATION TO METAL STUD WALLS a 1 CONT.a 6 1/4k 0.035-THICK Min.! 43c. ®s D.C. -- SEPARATION TO GLASS SCHEDULE N ----.3•a CONi. .ALV.STEEL TRACK CHANNEL.I� � ,I, �T^ Mox. ASTM A-653 GRADE 40 Min.G-60 I a 6•o.C.. 39 "I t 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f.. GALVANIZED FAST TO S U. , EXISnNG FINISH t O MINIMUM •' W�(2)@6x1/2•TEK SCREWS ON I AS APPLICABLE- I' N Iri (210)R&IXTEIOR FACE ; 2. MAX. SHUTTER SPAN: 84" SEPARATION -+a3c LENGTH 4 I'. MIN.SEPARATION ,' L3 70..GLASS EXISTING GLASS To GLASS ;: 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 43 �4"0-20X3" BOLT (SEE SCHEDULE) 43 vv ,. c=n 3 1/4" � MUST PENETRATE 43c 1" I -EXISTING FINISH I 'i (TYP-) m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED - 0 i AS APPLICABLE „ WITH 21 ARRANGED A SYMMETRICAL LAYOUT. ,.REONRED MINIMUM I ®6.O.C. ')' .1.373• 1 3/4•x 6 1/4•x 0.035-THICK Min. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 2S0• Oso' CONr.GAIN.STEEL TNTACK cNANNBL 1 s '43c IIV 'r=43o i,I ,, I INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF @� a ASTM A-653 GRADE GALVANIZED FASTENED TO SPUDS I ao s•o.c. - CENTERMATE w/(2)16x1/2'TEx SCREWS ON n INTERIOR&EXTERIOR FACE i•. 1• - o --S1 �r1' .. 1/4"0-20 THREADS Min. _ ry ** " a� ''1 / BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C 0 W W i V/2" 12 Q CENTERMATE 21 APPLICATION WITH BLADE iQ PRODUCTS FAB—LOK HD ' ------ - OU REQUIRED MINIMUM _::vNiwE's••., 43b; . 1 1/2-x 0.035-THICK :--2.,,Max , ® 6" D.G. COMPONENTS Min.ASTM A-653 GRADE 40 Min.G-60 GALV.STEEL •I MS WALL HEADER/SILL INSTALLATION {-EInrnNG FINISH AS APPLICABLE - SCALE:3/8•= t" METAL STUDS AT 16.O.C. C(TYP.TOP BO,TOM) -—————— �. Z — — CK Min. - - - GALV. EEL TRACK TCHAN 60 EXISTING GLASSlrClSTM4AZ 653 GRADE 40 C.G-60 GALVANI ED FASTENED TO STUDS SYMMETRYCAL ' T ,t f t I, I t- y ,• , ,,,,. I , r , r , f W I 96x1/Y EXTERIOR SCREWS ON I 430 436 43c j �: I I , SYMMETRYO L MIN. SEPAR417ON VARIES INTERIOR k E(TEFtIOR FACE A CENTERMATES W/ I I I "CENT--RMATES W/ TO GLAss 2 t .I , SCHEDULE) Max I I .I 1. - , I,:�INTERIOR ACCESS SIDE ' ' -• ' EXTERIOR ACCESS SIDE •: �-. -.•,,;:,.•.:g::-�i.•'�::_'-,:::.. s (TYP) MN.SEPARATION To GLASS I N LBN SEPAPAIM To EAs I N. W INSIDE LOCK(91 SDERW -6 Mm.' W/OUTSIDE Lax=WuEXu) _ -------------------- --- ---- ------- ------- ---------- ---------------- ---- ----- — -- 1 _ 12 ------ ---- --- -- ------- ------------- - --- _}- -------- - - ------- - --- -- _a �. t 21 21 21 / \ LOCATE D AT 12 I I ---- ---- —`---------- ------- - --- --- --- --------- HV HEADER/SILL ENDS. fill- `t! 2 --3 i/4"RYA.)— ----- 3 (6 Mint i y ``14, —� SIDE CONNECTION 70 TRACK '6 V2"(TYP•) — 7"— — T— -6 1/2•MAX.SLACK ## (Cunt.) HVA ,HV8 BLADE SLACK DETAIL HVE HV� FLORIDA BUILDING CODE'.Hi h Velocity Hurricane Zone 4 J ©2020 TTLTECO, INC. ©2020 EASTERN METAL SUPPLY,INC. /a BERTHA TM ' •��c�Ns Accordion Shutter System 441,17' lLa. E C �1�c. w.a ■ ■ ® K BADE#1 W/OR W/o.RV.WNx�SLAM N0. Am Shutter Systems Lv, RAWN 6r: .P • * _ TILLIT TESTING & ENGINEERING COMPANY As AmericanR No DESCRIPTION .'DATE D u S*,• TE F - B355 H.N.361h.SL,St,.305.VIRGINIA GARDENS,FLORIDA 3316 42683otio . Inc. t OLD n-1z2 /6/2Oz DATE: 7/e/zazo Phone:(305)871-1530.Fax:(305)871-1531 West Roads Drive 2 l DRAWING No 'a F a-mail UBococool.com West Palm Beach, FL 33407 3 �l CA-COG6719 Phone: (800)432-2204 Fax: (561)209-8380 4 20—1 6Cnn 7 S 0NI t\\��' \SEAL/SIGNAITIRE/GATE WFLORIDA tic. 44167 B 20 SHEETOF20