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HomeMy WebLinkAboutProduct Approval 1/27/2021 Florida Building Code Online Business & Professional mmma BCIS Home Log In I User Registration I Hot Topics Submit Surcharge stats&Facts Publications ( contact Us BCIs site Map Links Search d, oo Y Product Approval 1 USER:Public User Product AQgroval Menu>Product or Application Search>Application List>Application Detail FL# FL1850-1113 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com e Authorized Signature Bill Feeley �J eOD `0� G Irodriguez@easternmetal.com G G ON �E�IV p��PNG Technical Representative DC GO" �OvN-V-4 Address/Phone/Email Go %3G`f► Quality Assurance Representative S� NOGG Address/Phone/Email p COVY y Category Shutters l 6r Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R13 COI H V ACCORDION CERTIFICATE OF INDEPENDENCE,Qdff Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 RECEIVED ASTM E1996 2012 ASTM E330 2002 F�H 2 6 2021 TAS 201,202,203 1994 permttting I]epartrne6quivalence of Product Standards S;. 4.4aCi6 County Certified By Sections from the Code Product Approval Method Method 1 Option D https:/Moridabuilding.org/pdpr_app_dtl.aspx?param=wGEVXQwtDgs9%2fp/o2ftCOhpJQoelShOCDrfdGUrQENA7X1nmYs4flBG15Q%3d%3d 1/3 1/27/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion- protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 11 H.V, ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION ATION INSTRUCTIONS HVHZ Rlif 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 REPn_RT.= Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Other: Large Missile Level"D". Max span is 12'-7"for 35 psf positive ASD load and 13'-0"for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 11 H V ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.P-df in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H V ACCORDION SHUTTER SYSTEM BLADEI 2 EVALUATION REPORTP-df 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 HV1 blade w/o window blade for conditions indicated on schedule #1,sheet 12. And 12'-3"for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter- Blade 1 Only (HVHZ)- https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdGUrQENA7XInmYs4flBG15Q%3d%3d 2/3 1/27/2021 Florida Building Code Online Orwg# 17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H V ACCORDION SHUTTER SYSTEM BADE 1 INSTALLATION INSTRUCTIONS HVHZ wf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H V ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION REPORT psf 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 HVi blade,8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf For metals stud mountings and 8'-0" for 110 psf,for HVI and HV1A working in unison,See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32M Phone:850-487-1824 The State of Florida is an ANEW employer.�gyrj°ht 2007-2013 Slate of Florida Pdvacv bnr m nr••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 dick I1ere. Product Approval Accepts: NO®99 Credit Card safe htt s://floridabuildin or / r/ r a ° o p 9• 9p p pP_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrtdGUrQENA7X1nmYs4flBG15Q/°3d/o3d 3/3 I L I ECO iNc\:. TILLIT TESTING & ENGINEERING COMPANY WALTERA.TILLIT,JR.,P.E. tilteco@aot.com FL P.E.License No.44167 FL C.A.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0709.05 DATE: July 09, 2020 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: BERTHA H.V. ACCORDION SHUTTER SYSTEM HV BLADE 1 W/ OR W/O HV WINDOW BLADE SUBMITTED BY: American Shutter Systems Association, Inc. 4268 Westroads Drive, West Palm Beach, Florida, 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61 G20-3, Method 1 d 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 W/OR W/O HV WINDOW BLADE, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/¢fwFP This drawing is an integral part of this Evaluation Report. ������\\���R ••.<</T�'%,,, �\G ENSF • /P _— No. 44167 f / -o'• STATE OF i s �'•. F F ' ........ �: N 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 971-1530 - PRODUCT EVALUATION REPORT NO.20-0709.05 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11116105, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20105, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A 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 12/14/07, 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 signed and sealed by Frank E. Grate P.E. as per ASTM E-8. ���``'�c��....... 0. 44167 STATE OF %,��0" . "�0 R 10 -'• PRODUCT EVALUATION REPORT NO.20-0709.05 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade for Keystone Mounting) And per ASTM E-1886 and E-1996 (for Blade 1A). 4. VIAND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 20-169 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.), Drawing # 20-169. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #20-169. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 20-169. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.20-169. The HV Blade Working in unison with HV Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 20-169. Minimum separation to glass shall be as indicated on sheet 19 of 20 of drawing # 20-169. 44167 " STATE OF CAN FSS 0 N F E� PRODUCT EVALUATION REPORT NO.20-0709.05 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.), drawing No.20- 169. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 20-169. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 20-169, prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 20-169. Product Evaluation Report prepared by Walter A. Tiillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). \\\\i►i 11111 i i 111 I I i�l E �// 044167 " _ - �� WATILL '��i S��'KRT D:\TILTECO ADMON RECORDS 1 P.E.REPORT.201 AMERICAN SHUTTER SYSTEMS ASSOCIA�,,,H.V_ACCORDION SHUTTER SYSTEM HV BLADE 1 W1 OR W/O HV WINDOW BLADE l ORWG#i 2�0�1 # 20-0709.05 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON TH15 PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION) OF THE FLOBIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION19M OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D-)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 A 20, AREA 1, HY BLADES T k IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-19 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED, A 33%INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.Y. ACCORDION SHUTTER SYSTEM'S ADEOUACY 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 SHEET 4 -HV BLADE Q,0214.01-03. 40715.01-03, #1004.01-05, #1214.01-05, #0317.02-06 00609.01-10 AND/0210.01-11AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AREA 2: HY BLADE l�AND HV WINDOW BLADE A 01220.01-10 AS PER TAS 201, TAS 202 A TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE IA #0505.01-08 AS TAS 201. 202 & 703 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. HERE APPLJC62LQ TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE ©AND HV WINDOW BLADE 1A ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LJMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 5. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE / 14X2.75 AND / 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS HV SHEET B SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 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 ksi AND 35.7 k,l 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 IR-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN. YIELD STRENGTH AND 90 ksl MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.S.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AS? 304 OR 316 SERIES STAINLESS STEEL WITH 35 k,l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O: 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE 0 6 (D WORKING IN UNISON; 12. 13 A 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 46'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT/5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO 5EAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA, 3: H! WINDOW BLADE ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL MY AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFAC TUBER'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( ONLY 12. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;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. (4) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE (High Velocity Hurricane Zone ©2020 TILTECC, INC. ©2020 EASTERN METAL SUPPLY, INC. ,. "Q" BERTHA HVTM /T `- SSA EN ec'�5 - 1L E C o �N�. A■ , Accordion Shutter System .� Itv. BLADE#1 W/oR w/o H v. WINDOW BLADE = N0.44 67 American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY M,P _c TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD T7-122 ✓/6/202 DATE: 7/6/2020 • n ��-f" 6355 N.W.36tA.51.,SI,Ms.NNGIHM GARDENS,FLDR164 3316 Phone (305871-1530.Fax 4268 West Roads Drive c (305)871-153t West Palm Beoch, FL 33407 STATE OF _m61:6Leco0om.com j DRAWING 9 ?9 F P �� CA-OD06719 Phone: (800)432-2204 . Fox: (561)209-8380 20-169 �D R � '.��? WALTER A.TILLIT Jr. P.E. 4 FSSJ �� X�/SIGNATURE/DATE FLORIDA Li,i-167 5 SHEET X' 6 1 0F 20 C]Y Nt 1BIaDM 61Aa[ . VANES 1771 1.4 1 - I 4.37,--1 • m 4AM' ...-.__.. , S V 90' 180' STARTER THY SOLID BLADE �HV UNIVERSAL FLOATER ' ' QUALIFIEDCOVERED UNDER US PATENT /I 5458179 QUALIFIED FOR USE W/ HV BLADE O HV DIR HV BLADE(j)f.0 USE W/ D HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR U(q1)E W HV 6063-TS ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE N 37. ® 6063-T6 ALLOY A1NTD TEMPER 6063-T6 ALLOY AND TEMPER ].229' 1 .124' 065" �r+ 994 N o ? 9 -i O ADAPTER W/1jP L.. 125:1 0.07z HY . 9zo C 3.226 � QUALIFIED FOR USE W/ HV �HV WALK—OVER TRACK �-BLADE(j)O QUALIFIED FOR U E W/ HV 9 HV TRENCH TRACK ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE(1�S) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-i6 ALLOY AAD TEMPER BLADE(j)DNLY. ® HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER VARIES ,_1,.g,T6",_ BLADE i) 1' 1.915' y VARIES 1.938• 6063-T6 ALLOY A D TEMPER Mo g 23 OBJ' -ry 083' $ �rOa3' .�... .093 -T I .12 o I . AR 060'h +41 670 q� t p. 6701 1.686• }. �i 670 t I{ I4 ^ 4..20" (__. - 3.520_......---1 L�...._._3:529,.�! i�ZQj, � • 1a HV HEADER/SILL 5-sz9 101 �( CEILING HEADER C9 13 HD CEILING HEADER/SILL OUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W1 HV BLADE ONLY ! SEE SECTIONS FOR VALJD 6063-T6 ALLOY AND TEMPER OUALIfIED FOR USE W/ HV BLADE t� QUALIFIED WALL HEADER SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 - .XMKYMNt X Y t t' t• .082" 0 Y i5'MAX.: 1/8' 1/a' 2' i 2' 0.125' 3 3' 090' ® 2' S'MAX. 0.192' 0.192" 1® SIDE ANGLES — 9 2s- r MAX. 0.190' o.19a- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES O CORNER POSTS BLADE 1� QUALIFIED FO USE W/ HV I QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. ® 2• t5-MAX. 0.139" 0.131' BLADE Ol 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High VeI Hurricane Zone W1�jjLL µV_ 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,,,, •.... �ZiT�%, BERTHA HVTM `,��,P V-`�E sF ���"= IC 4 �N�. A.S.S■A. Accordion Shutter System N v BI ADE�11 w/DR w/o N v. NAN70W BADE No.4 167 = American Shutter Systems KY.". DESCRIPTION DATE DRAWN BY: N.P =* TILUT TESTING 3 ENGINEERING COMPANY Association, Inc. 1 OLD 17-122 /e/202 OATF 7/6/2020 6355 N.W.36M.St,SW 305.1,RGINA GIRDERS,FLORIDA Mist a' STAT OF :C _ Proe.:(3os)e7,-1530.Fe.:(3os)an-,531 4268 West Roods Drive 2 s-m.u:0n.coo.a.com West Palm Beach. FL 33407 3 DRAWING No �IOR OP � CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 20-1 69 WALTER A.TILUT Jr.P.E. AA7 sS/QM EC�.��'SE�AL/SIGNATURE/DATE FLORIDA U..If44167 6 SHEET 'Jn a 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE OR 3/810 HV Q HV UP 41 I 12"TO MIN.Btu CE .0525' 1 HV BLADE 1 ® I E9cEI lA .1675.L-t ® INV WINDOW BLADE .0625" .0625' .0625' v HV BLADE 1A a �..— ._._...r _ ....... _._ f(D !: ♦! BLADE'S c 'r OPEN1 HV LONG RECESSED NYLON BUSHING z xI n KNUCKLEo6z5 . - # HV SHORT RECESSED NYLON BUSHINGHV NYLON HAT WASHERao LIT PO N I R1.'OR ® v1"i 4 N If 1 ;atA91[_ ! I /{ 3750" 4� HV WHEEL CARRIAGE AISI 302-303 SERIES I j V�4 -I X n, 0.870"x3/16" THICK NYLON WHEEL. �'" I I •-® wi „�' iNy WINDOW / 5 ! 2 7/e MI ,-'' 0.188"0 AISI 302 SERIES S.S. RIVETS t-------)- 315'0 ( SEPA ! r3. ..__...______........__ _..._._._..._..._..-�...__...- 'I J BETWEEN .0625"J 0623" '�3.7300' ® HV 1 3/4" ACCORDION PIN W/ /8 HEAD * EXTERIOR (I I e 47p_ OPBENRIM j�2' a,5 s/'" ® .7300 HV 2 3/4" ACCORDION PIN W/ /8 HEAD * `41 -��47�j' I 1/4 F�Ctwn- AR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ! " jN TYPICAL HV WINDOW BLADE AND I I I N® ! ® POLYCARBONATE HV WINDOW DETAIL ®_ @ OR (9 ..._(g Or �3 N.rs. ((SEE NOTE FOR REQUIREMENTS) j (D OR ® II! *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE 1r"-" I RESINS, UV-STABILIZED GRADE OR SABIC Tz RAN.CLEA PIN !EOUIREMENTS AT 1kRIOR >< .-1 I LTO BLADE 81 INNOVATIVE PLASTIC LEXAN 103 RESIN O OR ® I 1 t1 (SEE NOTE "F" ON SHEET 19). o � I ! ��1 n (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ®-- ! I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR j ® i POLYCARBONATE SOURCES FOR EXTERIOR APPUCAIILE HV ® BLADE. TYPICAL SHUTTER ASSEMBLY T.rv1 N ns, °ESVL7_ . HV PIN©ORR AT xcnmcE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324•, (SE ESE *FOR Am D792 o.—cn.' o.w n/m BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. O REQUIREMENTS) TYP r I n—LE WDD SIREMGM AST'DM S.Aee Pii. 9.Sw P. REJNRN.STREN AT T'w ASTI,ono It50o P..L Q.- p.,f. (3) HV PIN ® OR ® .W/ 1/2" O.D. 1/16" THICK S.S. WASHER O nExurri NonAus ASRI DnKI n o..P.,J. 3u,9oo P_ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B 9" j' I! NEAC SHEET ® , 4w A51N 02M 1e-b/w 17 FT-/' >ycysu6L raWsecasmcs: WHEEL CARRIAGE DETAIL 9101n° " —02W a7'2` US X PEMBLY LAYOUT RATE OFSUM AS1N 0e35 c-1 CLASS C-1 awss N.T.S. SELF x Mo. ASTN DO" 10.T 950'r 7FAD611tl0 ASn/9155 1—AE 51110 G AFMII wCA1.VW4 ASIN 638 9302 P.,J. W40 P..J. ,T i HY BLADE SOLID & 1A HY WINDOW BLADE DETAILS TEIiS6ES9E55SffDKWrAKEaKc s" sx 6461PAJ. °°°°° N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone III 1111111 A2j/ 02020 TILTECO,INC 02020 EASTERN METAL SUPPLY, INC. ��+1` �:Tl /T A s S A BERTHA HYTM ��GENS „ , Accordion Shutter System H.V. BLADE 1 W/OR W/0 H.V. WINDOW BADE NO. 441 7 TILLIT TESTING ac ENGINEERING COMPANY American Shutter Systems REv.N9 DESCRIPTION GATE DRAWN eY: W.P Association, Inc. i OLD 17-122 /6/202 DATE: 7/6/2020 *• * 1 �J�-3 8355 N.W.36th.St.,51e.3p5.Y1g06A GVi0E715.iLORDA 3316 4268 Weel Roods Drive Phon< (305)871-1530.Fo.:(305)571-1531 2 = a'• STATE 0 "-,.0 une0000a.— West Palm Beach, FL 33407 3 DRAWING No 9••. F 1� • �' CA-o0o6719 Phone: (800)432-2204 . Fax: (561)209-8380 4 20-1 69 ��'•, LUHIO WALTER A.TILLIT J,P.E. o,<e ., 'NV,`SEAL/SIGNATURE/RATE FLORIDA u�.p 44167 5 SHEET � S�O,...l 4 0 20 ronmt ®'®a *NOTES ON HV LOCKS AND CENTERMATES: ®'0 W' "L ®-(R 1.MMiOODW CONDITION It:ONE HV LOCK�or®SHALL BE USED AT 112 OF SHUTTER SPAN FOR ANY SPAN iT. ILOR 12"ABOVE OR B OW 2 OF SHUTTER $PAN FOR SPANS UP TO 105'. AND FOR INST TK)NS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR A 6 C 0 % Y N s T V I CENTERMATES W/(2) 1/4"M20 x tf2'LONG FLAT HEAD 5.5. M.S. LOCATION OF LOCK SHALL BE AS NDICATED ON TYPICAL SHUTTER ELEVATION. 2. ! R OORZ=.W INSTELI.AIlONS, TWO HV LOCKS Z�OR 4S-OR ONE HV LOCK OR W/TWO do LOCKING RODS 0 AT TOP BOTTOM SHALL BE S FDR ANY SPAN AND IN A IATI AT ANY ELEVATION. HV LOCK®OR®SHALL BE ATTACHED TO®ORV CENTERMATES W/ SAME SPECIFICATIONS AS PER 16«K�l I MANDATORY CONDITION /1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAJ- I SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV j - LOCKS OR MAY IE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(p) II _ e --� OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. t'A6« 0«® LOCH ON OF LOCKS SHALL BE AS ON, ON TYPICAL SHUTTER ELEVATION. 33 4. £ = y LOCKING RODS ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY >gE � E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSTION (NON HURRICANE POSITION). u, a N a ® 5. ONE HV LOCK®p�® BE USED AT CORNER CENTERMATES FOR ANY SPAN 3iib� 1. AND INSTALLATIONS AT ANY ELEVATION. HV LOCK a«or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S5 — I MMAXIMUMAT TOP &SH�R SPAN SHALLM SHALL BE EE DETERMINED AS. LOCATION OF OCK SHALL PER SCHEDULES$SH AS OWN ON ON SHEET CAL SHUTTER ELEVATION. f 1 — h0 0 hl5s 6 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOLQ CK or FOR ANY SPAN AND INST CATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4'S.S. THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4'ALUM. ( ! I RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i JI LOCKS AT 1/3 OF SHUnER SPAN. 7. MANOAmNY CfM1�F1r>wI FOR KEYcnLwC_IAOLM1MlLi e1SdLATpNS ONE HV LOCK¢�or®or®SHALL BE SEE END — JA "�:.� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION 1: TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or 0 MAY BE USED IS AN INSIDE OR DtTAILS ON OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SHEETS 10 h M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ 1a TYP FULL 11 (- 5' i OF CORNER OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. . ..... CENTERMATE *NOIES ON HV 'T LOCKS AND CENTERMATES, LED CKS Q3 OR FOR ANY SPAN AND TO•®«©* «©•©« INSTALLATION AT ANY ELEVATION.ALTERNATE BLOCKEPWAY IN LIEU LUSED AS AN ONSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKED®,AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE ©•O'®«�• 7Q'®« CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/B'0 x 3/32" ©'®«�"®«®•©« WINGNUT OR W/ 1/4"0-20x1'S.S.MS. INTO A 1/4"0x 5/8" RIVNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' ®•®°"O9•�3«t®•�5«09«�•® *NOTES ON HO LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK© MAYBE USED IN LIEU OF TYPICAL I), HV BLADE SHUTTER ELEVATION HV BLADE SHUTTER ELEVATION MY LOCKS OR FOR ANY SPAN AND INSTALLATIq�iS A ANY ELEVATION.ALTERNATE HD LOCK tgi MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(SDI TO 0 IS Wf 3#8 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SEOTIONS HDB-HVB AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High locAy MmconeZone) I1011111 11� ®2020 TILTECO, INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM A S S A Accordion Shutter System 1 L E C O 1 M C. ■ ■ ■ ■ H.V. BADE#1 W OR W/O KY. NINDUN SLAM No.44 61 '—�- ;� American Shufter Systems REv.No DESCRIPTION DATE DRAWN er: M•P TILLIT TESTING ENGINEERING COMPANY Associaflon, Inc. I OLD 17-122 /e/lox DATE: 7/6/2020 *; >✓T yj_ 6355 N.W.Jem.St.54.303.ARGNW GARDENS,FLOMDA 33151 4268 West Roods Drive 2 9 _ Pt—:(305)871-1530. Fax :(305)871-1531 DRAWING No o'• STATE F _ e .11.tnacosooLeam West Palm Beach, FL 33407 3 20— �9• rC�rtrt P .:•�• ��� CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 V WALTER A.TR.UT Jr.P.E. ii t�SS. .... •fir ut�EAL/SIGNATURE/DATE FLORID Uc.A 44151 5 SHEET %, ONA- 5 OF 20 POURED CONCRETE - POURED OR CONCRETE BLOCK POURED' CONCRETE REWIRED r-1/4'0-20x3/4•S.S ETE . CONCR REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS I MACHINE SCREWS RED /(SEE SCHEDULE ON (SEE SCHEDULES ON I W/ 1/4-20 -CONCRETE ANCHORS /( SHEET 13) SHEETS 13 k 14A) 'NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) t I. ___ _ / ti7""U t "Mtn. -1/4'e-20x3/4'S.S. Min. 7. ' OR 1 S r`EO-4-EO MACHINE SCREWS T-EO USING 1/4'-20 NUTS -- I O 12"O.C. E I,* 250'Mox. - ; 13/oR 5 -- on L -. ' I D t �^ i= .250'Max. 1 1 f Mm. 1 OPTIONAL I OPTIONAL " i MN.SEPARATION YIN.SEPARATION ro GLASS(SEE ' i � I , TO G1A55 Il'a} 'SCMEDIAE ON ®♦ i 1*"'i-(SEE SCHEDULE ON......... "--10 I FaR aAOE(ilAw I 1 OR "FFF EXISTING SHEET 11) TT oc�Tltic I ON SHEET 19 MNTOSEPARAnoN awls aADEs &® { - —(SEE SCHEOLE ON -. EXISTING -I SHEET 11) ' INST ELATION QA HV WALL HEADER INSTALLATION GLASS--� _____ _____. . ._......... . _._ . C by WALL HEADER © HY WALL HEADER INSTALLATION �. EXISTING .__�_ _. EXISTING ___.. _ .. GIASrr-1 1 MIN.SEPARATION cuss— rTOL IAss(TEN I OR ®e COSTING 1 To cuss ro awa SEE ( 1 i ' � a/l94 -(SEE SCHEDULE ON'-"- SI FOR ON SHEET i MEN.SEPARATION I I SHEET �M1 11 SHEET ET Ig — i 70 G1A55 )I jF7R / 11 ON D S 1 19 0 (SEE SCHEDULE ON llADfSQdc© - SHEET 11) ___ 1/4.1 Ii i'i /I n i 1 1/4'Mox. E. • - I Yax. OPTIONAL .i -OO R @5 `ter r. OA / OR __ _ ...1/4'p-20x3/4'S.S. n. PHLL�S TRUSS HEAD `' _ coNCRETE ANCHORSL�' 1/4'e-2Ox3/4"S.S.PHILLIPS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS -CONCRETE ANCHORS F , , 18 1' 1/4'-20 NUTS O 12'O.C. POURED CONCRETE'-' (SEETSE SCHEDULES ON W/ 1/4'-2D NUTS O 12'O.C. 1 (SEE SCHEDULES ON .� Min. POURED CONCRETE_j SHEETS 13& 14A) - 1 OR CONCRETE BLOCK OR CONCRETE BLOCK iQDNCRETE ANCHORS REWIRED WALL REQUIRED Op MY WALL SILL INSTALLATION (SEE SCHEDULES ON FO HV WALL SILL INSTALLATION POURED CONCRETE._ SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SFLTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER E. O. = EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) F. SEE LIM OF USE FOR ATIONS 2- MOUNTING SECTIONS CAN BE COMBINED BLADE ton SHEET 19 '�T HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hunicane Zane 02020 TLTECO, INC — C2020 EASTERN �HVTMAL Y,INC. BERTHA ?y�Q•'���EN F '9 '' IL E C O �NL . A.S.S.A. Accordion Shutter System RV, BADE#1 W/OR W/o RV. 1MNDOW BADE N0.44 6 _ TILLIT TESTING ENGINEERING COMPANY American Shutter Systems REY.N. DESCRIPTION DATE DR wN eY M.P 5355 N.W.Jetx.St..St'.303.MRDNW GARDENS.n_MDA J316 AssOClatiOrl, Inc. 1 OLD n-122 /s/zo DALE: 7/s/zsm ? a, STATE I' Ph—:(305)e71-1530.Fax:(305)a71-1531 4268 West Rands DHve z DRAWING No n.oq:NReco0ool.com West Palm Bench,FL 33407 3 FLORI .74 CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 20— 69 OA'�•., WALTER A TILER Jr.P.E. AFSSlONA xx�AA�EAL/SIGNATURE/DATE FLDRIDA Uk.f 44167 s 6 H E 20 POURED CONCRETE ANCHORS -- CONCRETE- 1�(SEE SCHEDULE ON SHEET 13) ' m I,. 1 OR ®� ( F� ___......._._ REWIRED � I .�. ... ._.. .. _ EDGE OF t�£ELACE }.� MAL>tvwamr. r._.... Tix �/ 7 I -.T. ___SUB IF r ON SHE,19 10 GA 1a m I / APPLICABLE EGSIMG j etoE9(De f0 ' pa SCHEDULE m wa fEsfvAnoW ! I GIASS�I \ EXISTING Ilt to gAas ml 1 / I ALTERNATE- I' G1A55--+ . ( SCHEDULE ON f" ( ANCHOR Ijl /10x3 4"HEX \ i �aHEET 11) I I I LOCATgN I.I ) WASHER HEAD - Ili . ,..TEK SCREWS O III. 9 ^ I �) 5 ' 3/8 MN. f/' 12.O.C. 3/6.MW. -CONCRETE ANCHORS III I I EXISTING I I (SEE SCHEDULE ON SHEET t3) / 1 i!i aj1 i EDGE OF / EDGE OF SLAB DIF / I,Y 1/ ..1 EDGE OF STAB IF I APPUCA13LE � LAS IF `R fPPUCABLE /E. ' 0. APPLICABLE..SLAB IF APPLICABLE 11 TFOMAc GN SI- n rSH ET 19 IbyR�p POURED—. �• HI060k® I '."-a.�� OR ®• CONCRETE I CONCRETEW� I E.D.4 .. N REQUIRED D. E.D.{ REQUIRED �FTAT HEAD CONCRETE ANCHORS POUREO� FLAT MEAD CONCRETE ANCHORS ' (SEE SCHEDULE ON SHEET 14) REW,� (SEE SCHEDULE ON SHEET 14) © HV CEILING INSTALLATION ATION ® HV FLOOR INSTALLATION ATION t (I RV WALK—OVER INSTALLATION 11 TRENCH IN TA I ATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER I """"' "`J, I - ----��' SCHEDULE J4, SHEET 11 ' MN.sEPERA"CH m ' l0 MAss "'..'........0 A CONCRETE ANCHORS EXISTING i A, (SEE(SEE SCHEDULES ON-� COSTING I SII¢r Ill 3 GLASS---I MIN. SEPARATION r SHEETS 14 k 1.) 1 I GI/S TO GLASS ' '—(SEE SCHEDULE ON- EXISTING r....__ .._ I EXIS LNG .- - - ( 11 ' ei SHEET 11 ( GLASS-'-'i MIN. SEPARATION f ASS-'i -S i I ) I TO GLASS 1/4• (SEE SCHEDULE All t/A'D T!W �T 1 ' / I I rn+vcE*•I I VAX SHEET 11) I I TEdupLOGY OR 1/4-0 POwcNS rllhhh ffrhfifi FASTDIERS TAPPER+AHcHoR$w/ I 1/4• ;1D%�4"HEX NN.F_MBLDApIT O 8• MAX. WA$HER HEAD ,/�� i< O.C.FWt UP TO B'-0'SPAN N/D I.I:-L MIN. 1 4'O.0 FOR SPANS IAR6ER t1Nw I I 1 I/14x3/4' HEX HEAD i 1 `a• TEK SCREWS f a'-0-UP ro e•-a'MAX 4PFLv x>s O 12"O.C. J I iI SFAWIT AT EVfFI'FASTENER IFiRD TEN SCREWS O 9.O.C. $ I I I I (1mJ(SEE NOTE tt OH SLEET i�OR 1/a`e-20 S. M.S. i CONCRETE ANCHORS \ _.___ '©+O T/a /14x3/1"5.0.5. 1 / i� I!I ii ' UAn �! 3 8 - MAX W/NUT O 9'O.C. ) (SEE SCHEDULE ON O 9"0.C. ! -- " t--''--1 SHEET ,4) �.{7 71aR 18 max. SEAuu`T -- 1/ 1 \J /2, 1 J ... (� ! I i i 1/4'P-Ah3/4'SS MS /B" 1 7/0 I R l `/' �© - 1{x3 4' "-USING 1/4Y-20 NUR f —CONCRETE ANCHORS OSEE N NOTE 1 1J(D) , /.: \^ # / F.H.S.D.S. Y •12'-O.C. 1/ D POURED CONCRETE--' (SEE SCHEDULES ON O 9.O.C. f/ EXISTING NON STRUGTIXUL - D OR CONCRETE BLOCK SHEETS 13 dt 14A) 'SEE NOTE 13(b) 200 MIN `•..._.WALL TRIM(DECORATIVE\ REOUIRED POURED CONCRETE— ON SHEET, '.1.•• ED, SILL) OPTIONAL—' POURED ! -EDGE OF HV WALL FLOOR INSTAI I ATION OR CONCRETE BLOCK jApP CONCRETE y SLAB IF �,/ REQUIRED ? _PODREp CONCRETE REOUIRED APPLICABLE F' REWIRED QJ HV RAINGUARD INSTALL ATION t © HV WALL I WALK—OVIER INSTALLATION ATION NOTE FOR COMBINATION KEYSTONE MOUNTING INSTACOMBINATIONOF 5('T1DPiC: MUOMUM AS.D.0E411;N PRESSURE:+84,-72 M E.D. - EDGE DISTANCE THIS INSTALLATION SHALL BE MAXIMUM SHUTTER SPAN a'-0' P ASS SEE SHEET {FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS W f '1 H V B LA D E ADJACENT TO AN OPERABLE EXIT BLADE A ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Iona \\ ,e%%T!l /T ' 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. y'Q� ... BERTHA HVTM •�\GEN /7,LrEc 4 mc. A I.S I.S I.A■ Accordion Shutter System V. 6lADE , W/OR W FIV. WINDOW BLADE • N0.44 B _ TILLIT TESTING dE ENGINEERING COMPANY American Shutter Systems REv.No DESCA!PT10N DATE DRAM BY: M.P *' eW5 N.W.38Re.St.,Ste.303,NRGIHIA GARDENS.RORIDA 331 Association, Inc. 1 OLD 17-122 /8/2 DATE: 7/8/2020 o'• STATE F Phone: (305)871-1530.Fax :(305)B71-1531 4268 West Roode Drive q •, 0Ri Phone: (800)432-2204 F e-mall:ahecooaal.com Weri P. Beach, FL 33407 3 DRAWING No [ wALTER A uTid 0, .. P.E. . Fax: (561)209-8380 A 2O-�6J s/DNA E`�.��3FAL/SIGNATURE/DATE FLORIDA Je.d 44167 S SHEET N N 6 7 OF 20 SEE NOTES ON LOCKING RODS®,NY LOCKS 0 or - I INSTALLATIONS W/ 1 HV ** AND AL'0""TE HY LOCK®ON SHEET 5. Q U T N EXISTING GtA55 c BLADE SLICK DETAIL HYF IS VALID FOR ALL B LA D E W H V C E N T E R M TES CENTERUATES APPLICATION WITH BILAM C i «®«©• 7O«®«10 •®« OR 1111.EXISTING GLASS DETAILS ON SHEETS NN CONNECTION 10 «© «© ®« ( -1 ------------- ---- - --- z.z.1/e'.o-r 8 « «1 g« 9 3 ,/4' - _-7` 6 1/2 _---- 7- (6053-T6 ALLOY)ALUM. ...—...._. ANGLE w/(x) vs a rwcON I 1 jz «©•® OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE CENT RMAT C�NTERMATES (TOP/BOTTOM)eI I f10.3/4"S.Y.S.a 12" J y,l/ HV LO K O MIN. SEPARATION (4)f10.1/2'S.M.S.TO TUBE I O.C.FULL LENGHT. ! 4�}y W HV LOCK 11�of 25 To cuss AT EACH ANGLE.(TYP)� * (SEE SCHEDULE ON f I SHEET 11) 5 IN �r -� 0 1 i— ----------- — --- - — - -- -- `— -- - ---'— ® � s i—O_..__ ..._ . Via © 3 0 (a, ��a© «®°"�•�«�«,° .®« '-0- 0 HVB OUT ® « 0�2 HVC HVA «®«©' ]�°"® 10 •®« -POURCD CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL 10'®°A©•®aQ•©a.-- r REOUkRED ------------ _ ..7 «1 8 8 « I El- EXISTING N I-6 « 6 ' 7 MIN. SEPARATgN -.-- ) \.-.._.. �%` ' ® ®'® ®'� — SYMMETRICAL ©`®�©®«O:© TO GLASS r 8 « «1 5« 9 E,OSIIN MAT —J CLASS t. (sEE SCHEDULE ON �� ---`--`- d HV K oPnoHu MIN. \ «©•® * 1 (INTEROR I eQ•®«®'®«�.®«0g SHEET ,z) SEPARATION\ TO GLASS I N ��OPTaNAJL \ « - - (SEE SCHEDULE (INTERIOR) ON SHEET 11) `T eI �UT ._—._—_—_—_—_. _—_—_—_ —_--- �... CONCRETE _ _ _ - i• -1 7 L- .VARY-- -� ANCHORS C. oUT 6 1/2 MAX SLACK �J _ .... _...____._.� FLAT �� (EXTERIOR) HVE HVF** D FLORIDA BUILDING CODE (High Velocity Hufricone Tone ®2020 EASTERN METAL SUPPLY,INC. ®2020 TILTECO, INC. BERTHA HV EN A S S A TM �\CEN F •.�'- �L E C O7m,:\ , Accordion Shutter System Hv. BLADE#1 W/CR W/°H.V, WINOCM+BLADE No.44 6 American Shutter Systems REY.N, DESCRIPTION DATE DRAWN BY: My TILLIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 17-122 /6/202 DATE: 7/6/2020 6335 H.W.30tl..St.St,.]a3,NRGWA CMDEHS.FLORIN 3316 i-a'•• STATE F '� Phone:(305)871-1530.Fol:(305)871-1531 4268 West Rana. Drive z _ west Pairn Beoch, FL 33407 DRAWING NO moil:UN,coe,d.com 3�,9p '`CDR p•. CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 , 20-1 69 W E111��sEAL/SICNATURE/DATE FLORIDA ORIDA U.. 0 aa167 6 SHEET n » LOCK V MALEJEEMALE H » SrE END CONNECTION DETAIL ON SHEETS 10 t 18 INSIALLATION (17) HV BLADE oUT ov IN --, —"G— *M X aE7�L ,AINTHIS ON�6Eq W./ HD CENTERMATES aOa©•Oaf/°�Y•®a 14 CA11AS O IMISSL`Cx SNE nA„ USED m�Ef/Jl NNgOATEp ON MK SNEEf,W MIM THIS `1�•®a©•�©•©a MUUATION DUAL N SEE END WALL CONNECTION- DETAIL ON SHEETS 10 t 18 (eo (2T At101)AE11M. I a®.® ANEAc w/(z)1Jar TwGON I (awJ (•M,AaNCVI,rOARwS tG owrEa 1 �f- ) 4 } (� _L) -----3-------------------------''----------- ---- ----------------a O10i�` iuN. ANGLF 0cWW IN (/)HY. IN (4)NV V "T" PINS(rn R -H _Ir II c>Q x,mxc rl $ C LOCK (INSIDE) Q — — — -- i -0 OUT 31 w®2 ' 3 31 a�7 31 as( 35 a 31 at 2 Syr s 1/4" 0-20 x 1 1/2" S.S.M.S. 35 (01,110 ) *SEE NaM a FOR NY LOCK® W/ 7/8"0 x 3/32" WINGNUT. (WM4AU tjUB_HVB OUT HDC-HVC ► ^r'wcK,ON sEEr 5. ©0 HV "T" LOCK (OUTSIDE)-'� ® SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES at LOCK (INTERIOR) •r SERIES 9A4a µJll/NIM N�* W/ a! LOCK (EXTERIOR) (1a2�-T]Ktm')VxOE MIOM M24 a�a®• 7Oa 8 1 '®a SHEET NUTSERT.PART/OC]a. -�•®"'©•®a©'©°. AS KM ACTURED ER AVDEL C1ERR! 1EXTOPN.PMSN-KW.IVEW JERSEY ©•O•©a©•O•®a 054 OR EQUAL •®a®•®aO•®a g.®a®'®a®•®a g� O *SEE NOBS w LoaNc Aaa A 10O LOCHS M mu7 S .—© :_fl �p -— •� R aATxw.,AaE(3 SEE NEo-«,a e N,w E'ON ALL ff1RE9EME5 Aw13caKHs wR,BIAOEQ HDD—HVD•• FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Lone 0 2020 TIL-MCD• INC C 2020 EASTERN METAL SUPPLY,INC. BERTHA HYTM 1L EC O INC. A.S.�+sA* Accordion Shutter System H V. BODE#1 W/OR Wf0 H.V. VNNDO'W BLADE No.44 6 American Shutter Systems REY.NP DESCRwT10N DATE DRARN RY: M.P �•; * _ TILLIT TESTING t ENGINEERING COMPANY AsfOClatian, Inc. 1 OLD 17-122 /6/z02 DATE: 7/6/2020 n�' 635E N.W.36th.St..Six.305,WR N1 GARDENS.FLMIIDA 33I6 Ass ciaWest Roads DrrwInc. 2 A' STATE F �w Ph—:(305)671-1530.FG.:(305)871-1531 DRAWING NO 9-. a N,a6:IJK.0 Sool.eom West Palm Beach, FL 33407 3 ma's 0,,Z .,F(OR{ P• G-0006719 phone: (800)432-2204 . Fax; (561)209-8380 4 20—I C9 wALTER A.nUIT Jr.P.E. ��AAOAAsEAL/SIGNATURE/DATE FLORIDA U j 44161 s S9E F 0 POURED CONCRETE POURED CONCRETE .....POURED CONCRETE Jt POURED CONCRETE OR OR CONCRETE OR CONCRETE _ OR CONCRETE \, CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED (T-- BLOCK WALL REQUIRED REWIRED V �IX15TING CLASS // EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS - —— / 2'MIN EXISTING GLASS O 16'U.C. MN SEPMATION —/ —A r 2"MIN. —I—_ TO GLASS(SEE < MIN.�SEPARAION +• — 'I MIN.SEPARATION SCIEDIA.E ON$LEFT MN.SEPARATION I' / 11 FOR Sa OAND TO GLASS(SEE 1 70 LASS(SEE /F EO I F EQ IDUUE�( ON SHEET 19 FOR SCFEDUX.E CN SHEET SCHEDULETOMA ON(SEE 111 t1 FOR 9AOEOAND 1/16"z3"MAX. dA06O4 1T FOR BLADE OAND 1 11 FOR MADE OA'D Ot•1 9fET 19 FOR (6063-T6)CONT. T - ON SHEET 19 FOR 1/2- ON SHEET 19 FOR (LOCATE AT t EE/OE:S O k QA ALUM. CLOSER / - aA�DE S m e® �� aAM©A(g) i<��— I E. (LOCATE t EITHER SIDE AT EITHER 510E MIN. OFO) OF Q) *USE 1'OR 2•MAX. 1f2"MN. t10z1/2•S.M.S.....__/ I I, ______ (AS APPUCABLE)z2•zt/8•z0-2• i10a1/2'S.M.S _—_—__, O 16"O.C. __ _—- ALUMINUM CUP ANGLE O 16'O.C. If %, (6063-T6 ALLOY)AT MIDHEIGHT 4 1 (1) t10 1/z'S.M.S. (2)1/4-0TAP(,'ON$ANCHORS TO / WALL AT 1'O.C. (LOCATE AT SEE D L 1.2 v -J ww- 0DE CONNEcnoN .�)OR EITHER SIDE OF(D �'ORR WSEE DETAIL X FOR TO TRACKSSDE CONNECTIONp 6. 7-B 01• SEE DETAIL X FOR-OOO ®- SIDE CONNECTIONf�TO TRACKS )•®w 1�0 ®-©•per©•©-, TO TRACKS ` �•®-®'`L�'-©'©•, END CONNECTION DETAIL 0 NNECI �1 END C ECDON DETAIL 2 END CONNECTION DETAIL 0 ; REQUIRED ONLY FOR SPANS GREATER THAN 12'-0 CONCRETE BLOCK WAALL POURED CONCRETE L EXISTING C4 EXISTING GLASS 7 �-^, f REQUIRED ! GLASS " MN.SEPAA+AIONS.M. MN.SEPARATION �---------- -------- TO GLASS(SEE O 16• .C. TO GLASS(SEE L—____-- ------ 7 SCHEDULE ON SHEET SOHEDLIIE ON SHEET DA J1t FOR BADE OAAD CO.d. / 1/2"MN. n BLADE ____ON DES( 19 FOR AN12 O--y/ \ EiAm(D&Q '4 ON SHEET 19 FOR1 __ _ 9OR®OR(gOR�OR(O �.,,,/CONCRETE BLADES Ok 12'O.C. 1 \ �-' .+' ANCHOR \ 0 _ �.."r5; F C O le' MN.2 1 Q.C. --- -- - 4 EQ _i 2"MIN. _ _ _ 1�6-;1 OR®OR DOR 2 MIN. /2"MN./ O SEE UM ATIONS OF USE FOR BLADE VA ON SHEEF 19 ©OR@OR�OR���,,,� VIEW Y 5 �t OR PLAN OR (jOR (w -p-© Q-6 1 .®- DETAIL X --POURED CONCRETE -p-©•O-® +D•®- `s"®-Q�'®'"©'®q CONCRETE BLOCK WALL �'®-©•!A_©.©. ©•Q7 ND INSTALLATION•©w©•lO•® REQUIRED ©•TO ©-RY©��''•''U'®- HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 4) END CONNECTION DETAIL 6 -©'® FLORIDA BUILDING CODE Nth Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM 'sF' ��'- IL EC O „��. A■S■ .A. Accordion Shutter System KV. BLADE #i W/CR W/O N.V.tWPDOW BIDE No.4 1 6� `���� TILLIT TESTING dL ENGINEERING COMPANY American Shutter Systems RLY.Ne OESCRI"ION DATE I DRAWN BY: Y.p *: eJ55 N.W.3fxN.St.. . ,sb 203 WRORaa fJAOExs.FLORIDAJ31 Association, Inc. I OLD 17-122 /6/20 DATE 7/e/2020 4268 West Roads Dive 2 �'•, -D1r k `-�� Phone (7QS)671-iSJO.Fa, (3(IS)g71-1531 DRAWING No STA OF West Palm Beach, FL 73407 e871- 30.F..:(3 F� P• ,.•���� CA-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 20-169 '.. Q IO WAL7ER A T1LDT Jr.D.E. /SIGNATURE/DATE FLORIDA Uc./44167 3 SHEET 0 OF 20 f SCHEDULE #1 SCHEDULE A2 SCHEDUL Ka SCHEDULE #4 *�S (1)L+: MAXIMUM ALLOWABLE SPAN FORA a SEPARATION TO GLASS RFOUBxFMFN15 *• 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.) RATING. FOR INSTALLATIONS W/ "L+" OR L-" (ft.) FOR R `L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-; MAX.ALLOWABLE SPAN FOR A GIVEN (I) SEE BELOW FOR MINIMUM SEPARATION TO ® & ® Or Or W ONE INSTALLATIONS W/ W/ `�` CENTERMATES NEGATIVE AS.O. DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® / CENTERMATES. & & W/ TWO HV OR & W/ ONE HV LOCKS THE FIRST 30'-0" ELEVATION OF BUILDING HV LOCK or or R or HD LOCK W/ OR LOCKS OR TWO OR W NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI ROD ® O CENTERMATES & ONE HV LOCK OR / SPAN FOR WALL MOUNTINGS OR OR W NO OCKING OCKING RODS ®TOP/BOTTO ODS FLOOR/CEIUNG: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK ® W/ TWO LOCKING RODS / ONE HV LOCK OR TOP & BOTTOM ♦ SEE NOTES t,to RODS *(SEE NOTES t,tt ® Qp (VAUD FOR MOUNTING Q INSTALLED ABOVE 30'-0- ELEVATION OF BUILDING, ® ( SHEET 7 GIVEN RATING, POSITIVE A.S.D. DESIGN PRESSOR R ♦ SEE NOTES t, ) MEASURED AT BOTTOM OF SHUTTER I$ J'. uAnNUN NCRc. MAXA%[ CONCRETE&WOOD u.zuuM CONCRETE FROM DETERMINE MAXIMUM SPAN "L+' ASa. CONCRETE&WOOD INSTALLATIONS 0 AS-D. INSTALLATIONS O s'o' INSTALLATIONS 0 5'p' INSTALLATIONS FROM SCHEDULE aT,yGM xsax+ oEstcr+ ocarJr GIVEN A NEGATIVE A.S.D. DESIGN DRESSURE WALL MOUNTINGS DRGS51AtE oarSsulc. FLOOR/COUNG MOUNTNG PRESSURE RATING, DETERMINE MAXIMUM IApJaw FLOOR/CEIUNG q,,n,,,. & RAnw MIaw OR SPAN "L-'FROM SCHEDULE. MINIMUM SEPARATION TO AC GCHFT I F, IeVuc WALL MOUNTING MOUNTING (c•t) ROORJCEtuNG MOUNTING FLOOR WALL MOUNTING ,SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS (y.,.t.) tDr.r) FLOOR/CEILING MOUNTWGS LD'''I') (+oa-1 L+ (TO L-(N L+ (N L_ft) I.oa-) L+ (w L-(I) a oR-1 L+ (R) L (R) M L+ (N L--(AM) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAJ TO THE MINIMUM DETERMINED SPAN 30 13'-2 16'-0' 13-2' 18'-0' JO 12'-3' 14'-9' _ 30 13'-1' 16'-0" 13'-2" I6'-0" SHUTTER INSTALLATION W/ INSTALLATION W/ BETWEEN "L+'AND 1-". cvNTER ATE 35 12'-a' 14'-10' 12'-a' 14'-10'_ 35 il'-91 t3'-8" _._.,._. JS 12'-7" 15'-7" 12'-8"_ 14•-10` SPAN -' �� 40 12'-3' 13'-10" 12'-J' 13'-10' 40 11'-4' 12'-9" 40 12'-2' 15'-2` 12•-3" 13'-10' (3) PROCEDURE.TO DETERMINE MAXIMUM CENTERMATES CENTERMATES -- SPAN FOR COMBINATIONS IN BETWEEN 105' {S 11'-11' 13'-1' 11'-il' 13'-1"- 45 11'-1" 12'-0' {3 11'-9' 14'-3' it'-i l' 13'-1' J 3/D3 4" T 50 11'-7' 12'-5" 11'-7" 12'-5"- 50 10'-9' 11'-S" SO 11'-8' 1S'-7' 11'-7' /Z'-5' WALL W/FLOOR/CEILING MOUNTINGS: OR LESS .. _.._ ..._... >105`TO MAX. 3 7/61 4' 55 11'-4' 11"-10" 11'-4" 11'-f0' SS ._.., Ia.-8" f0'-Ity_ 55 II'-3' 12'-11' 1V-2' ll'-to' FOR A GIVEN PDSTOVE A.S.D. DESIGN ALLOWED 60 11'-1" it'-4' 71'-0' 11'-4' -Go...,.. 10'-3' 10'-S" 60 1f'-0' 12'-4' 10'-2' To- PRESSURE PRESSURE RATING: -- - DETERMINE: s USE 2 1/2`FOR HD LOCK l " 65 10'-10' 10'-10' 10'-T 10'-10' 65 10'-0' 10'-0" 65 10'-9' 11'-11" 9'-S' 10'-t` Lr+= MAX. SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR H�C RMTTES. 70 10'-8' 10'-6' 10'-2" 10'-6" 70 9'-B' 9'-8' 70 10'-7' it'-5' B'-9' 9-4" INSTALLATIONS. 75 10'-Y 10'-1` 9'-10' 10'-1" 75 9'-4' 9-4' __,75_ 10'-1' 11'-1' - 8'-9" MOUNTING ING SPAN FOR FLOOR CEIUNG MINIMUM SEPARATION TO G sec cE`H O I P. - - --- MOUNTING INSTALLATIONS. 80 9'-10" 8'-9" 9'-7- 9'-10" 80 9'-o, 9'-0' 8o t0'-O' 10'-9' SHUTTER W/ONE LOCK & TWO LOCKING RODS OR 65 9'-B' 9'-6" 9'-3' 9'-6' 85 6'-9• W-9' 85 9'-9' IW-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS -- '- -' PRESSURE RATING: 90 9'-3' 9'-3' 9'-0' 9'-3' 90 8'-8'_ 8'-6' 90 g'-S' fo'-1" PRESSURE: SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9'-01 8'-9' W-9' V-0" 95 a'-3' 8'-3' _ 95 9'-2- W-10' Lt MAX.SPAN FOR WALL MOUNTING Spy SYMMETRICAL100 8'-9" 8'-4- 8'-6' a'-9' 100 e'-r a'-1' 100 9'-0' 9'-7' INSTALLATIONS. CENTERMATES CENTEER�RMAAT .....- ..-.._ L2-- MAX.SPAN FOR FLOOR/CEIUNG 105 W-7" 7'-il" a'-4" a'-4- 105 7-11` 7'-11' 105 a'-9' 9'-4- 105" ._... _� .. _. MOUNTING INSTALLATIONS. OR LESS 2 3/4'•• 3 3/16" 110 8'-4' T-7' a'-2- 7'-11" 110 7'-8' 7'-1' 110 a'-7" W-2' O MAXIMUM SHUTTER 115 W-2" 7'-3" a.-0" Y-7' 115 7'-6' 7'-3' 115 W-4' W-11' SPAN "L+'OR 'L-' FOR FINAL MAXIMUM ALLOWABLE SPAN IS EOUAJ >105"TO MAX 3 1/4' ,•, 3 1/4" 120 8'-0' W-11" 7'-10' 1 7'-4- 120 7'-4' 8'-11" 120 a'-2' 6'-9' INSTALLATIONS INTO W000 TO THE MINIMUM BETWEEN"Lt+", 'U+', ALLOWED 125 7'-10' 6'-8' T-a" 7'-0' 125 T-3' 6'--0" 125 a'-0" b'-S' SHALL BE UMTTED TO 105 L1- AND "Lx- •x USE 2 15/16`FOR HV 'T`LOCK 0 W/ ._. 130 7"-a' 8'-5' 7'-6' 8'-9"_ 130 7--1' 6'-S' 130 -Y pal. DESIGN LOAD.-10' 8'-i" (4)GO TO ANCHOR SCHEDULE WITH FINIAL aae USE 4 1/8' FOR HV ?`LOCK 0 Wf 5 135 7'-7' 8'-2' 7"-4' 6'-6" 135 8'-11' 6'-2' 135 _ 7'-9' 7'-9' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. A.S.O. DESIGN PRESSURE RATING TO 140 7'-S" $'-11' 7'-3' 6'-3" 140 6'-10" 5'-11' 140 T-7" 7'-8' DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION eTION NO 145 7'-]" W-9" 7-1- W-0` _ 14S 6'-8` 5'-9' 145 7'-5' 7'-3" ., 15o 7"-2' S'-T 7'-0' S�10'__._, _...._150... 6,-7' -S'-T _..�...._�r.�...._. T-4' T-0` CONCRETE&MANSORY WOOD 15S 7'-0' S"-5" 8'-10" 5'-8" _ .... 6'-6' S'-5' t55 7'-2" 8'-9' t H.V. CORNER CENTERMATE 03 MAY BE 160 6-fY 5'-2` ,--6-9' 5-8 160 6'-5' S'-2' ,__._,18D T-1' 8'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B. C, D. E, M.N.Q, P. Q,R, 165 6'-10" 5'-1' 6'-8" 5'-4` 165 6'-3" S'-1' 165 7--0" 6'-4- SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S&V. 170 6'-9' 4'-11" 6"-Y 5'-2' 170 6'-2' 1'-11' _ _ 170 6'-It' 6'-2" MANDATORY CONDITION A2 NOTE �5, SHEET 5. FLOOR/CEILING 175 6'-7" 4--9' W-5' S'-O" 175 6'-1__ 4-9 ......175 6'-9' 6'-0" G. H. 1, 11 + J. T, U, W& X. ISO B-6' 4'-6"- _ _8-4" C-10_ 18L1 6'-0 4'-8" 180 6'-8' 5-10' EXIT THAT MA%MI11M SHUTTER SPAN'L+'OR'L-'AND MAXIMUM ALSO. MOUNTING + M. 18S 6'-S' 4'-8' 6'-3" {'-9" ta3 S•-11" 4'-6" 185 6'-7• 5•-0• DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE .. __... _ BLOC(SHALL BE UMITED AS FOLLOWS: 1 ' ///190 W-4" 4'-S' 6'-2' 4'-7' 190 5'-10' 4'-5' _ Igo 6'-6' 1'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.a.f. ! H\) BLADE 195 6'-3" 4'-3' 6'-1" 4'-8' 195 5'-9' 4'-3' 196 6'-5' 5'-5' AND 8'-0" SPAN (, 1 1 r.......____ ......_ ..... �( �f 200 6'-2' 4'-2' 6'-0" 4'-5' 200 5'-9' 4'-2' 200 8'-4' S'-3' SEE MOUNTING V ON SHEET 7. 205 6'-0' 4'-t' 6"-0' a'-3' 205 5'-8' 4'-1' 205 6-3' S'-1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,+ 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. 1<1,,ZNz, BERTHA HVTM A. .S■A■ Accordion Shutter System H.V. BLADE#L W OR W/o H.V. 1MNDOW aaDE No.44 6� TILUi TESTING & ENGINEERING COMPANY American Shutter Systems ACY.N, DESCRIPTION DATE DRAWN BY: M.P Tk' * eve N.W.3 h.St.SW.306.waAreA GARDENS.rLOROA 331 Association, Inc. OLD t7-tn /6/xo DATE: 7/a/xox0 i D d t Roods ve r = o' STATE OF Pane:(J05)e71-15J0.FaR:(305)871-1531 4268 Wea 2 DRAWING No e-moa:UR—aoet.cetrl West PoIrn Beooh, FL 33407 3 4 C F( (', ,•'cV�` CA-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 20— 69 �i,,,C •. Ri wALTER A TRLTT Jr.P.E. s/DNA E A&k/SIGNATURE/DATE FLORIN Lk./4,167 5 SHEETOF 20 MAXIMUM ANCHOR* SPACING (tn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ANCHORS SPACING II MEND DESIGN NEGATIVE OAD AND A CORRESPONDING MOUNnNG TYPE FOR CONCRETE INSL I I e L S (SEE MIOLINT81G5 A R.C.D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUEMAX TAP TAPPER+WALL HFALIE MOUNTING WALL HFADE MOUNTING O1N�HEADER MOUNTING D WALL SILL UNTING D WALL SILL OUMING C h WALL HEADER/SILL SPAN / W W/ W/ MOUNTING (11) .A.&D.,DESIGN_NEGATIVE LOW pw,f.,, A.S.D..DESIGN NEGATIVE LOAD A.S.O.DESIGN NEGATIVE LOAD AS.O,DESIGN NEGATIVE LOAD d ASO.DESIGN NEGATIVE LOW ASA.DESIGN NEGATIVE LOAD 30 40 80 75 90 1201180 203 30 40 607 75 90 120 16D 205 30 40 80 75 90 120 I80 205 >0 40 60 75 90 /20 160 205 30 40 BO 75 901120 160 2D5 30 40 ou 1 73 90 120 160 203 3,-0" 14 12 10 9 8 8 1 8 1 6 14 12 110 9 8 8 6 6 14 12 10 9 e e 6 8 14 12 10 9 B 8 8 - 14 12 10 9 e 6 6 5.5 e 8 e e e 6 7 S5 OR 14 12 /0 9 8 8 8 5 14 12 10 9 8 B �8 6 14 12 10 9 8 e fi 6 14 12 10 8 B 8 6 3 14 12 70 9 8 e 6 6 e 6 e e 9 8 8 6.3 1♦ 12 10 9 8 e s 8 14 12 10 9 6 8 6 0 la 12 10 9 5 6 6 6 14 12 10 9 8 8 8 - 14 13 10 9 e e e e e 8 8 8 8 e e ..�. 4'-0" 14 12 10 9 6 e 6 a 14 12 10 1 9 e e 8 B 14 12 10 9 8 8 It 6 14 12 10 B e 7 - - 14 12 10 9 e 7 5.5 - 8 e e 8 8 7 J5 4 14 12 10 9 B e 4S - 1{ 72 10 9 8 .6 6 4 14 12 10 8 8 8 6 8 14 12 10 9 6 e - - 14 12 10 -9 e 6 6 - 6 e 8 8 8 6 6.5 3 # S �...__. 14 12 10 9 e 8 6 a 14 12 10 9 B 8 6 6 14 12 10 9 8 e e 6 14 12 10 9 8 e - - 1a 12 10 9 8 6 6 - 8 8 8 8 e e 7 5.5 ANCHOR $'-0" 14 12 10 9 8 8 45 - 1{ 12 10 9 8 8 6 15 14 12 10 8 8 8 8 6 14 12 10 9 7.J - - - to 12 10 9 7.5 S.5 - - 8 B B 8 75 35 { 3 CATIONS 14 12 10 9 B 5.3 - - 74 12 L 9 8 8 4.5 - 14 12 f0 9 8 e 0 5 14 12 10 9 8 3 - - 14 /2 70 9 8 7 - 8 6 8 8 8 7 5 1 HEFT 13R SPECIFICATIONS ON S 14 12 10 9 8 8 4 - 14 12 10 9 ..e_ B 6 3.3 74 12 10 9 8 8 8 6 14 12 10 9 8 - - - 14 12 10-�9 a 74 - - e 8 8 8 6 75 5.5 4 14 12 10 9 8 5.5 3 - 14 12 10 9 e B 4.5 - 14 12 10 9 8 8 8 6 14 12 0.5 75 4 - - - 14 12 9.5 7.3 6.5 3.5 - - 6 11 e 7.3 6.S 45 35 - 14 12 10 B 8 3 - - 14 12 10 9 8 8 14 12 10 9 e 8 5.5 3.5 14 12 10 9 45 - - - 14 12 10 9 7.5 4 - -8 8 8 b 75 55__4 .3 14 12 10 9 8 5 - - 14 12 10 B e 6 { - 14 12 10 9 8 8 6 3.3 1{ 12 10 9 5 - - - 14 12 10 9 8 4,5 - - -6 e 6 6 8 6 45 14 12 10 9 8 { - - 14 12 f0 9 8 85 3 - 14 12 10 9 8 8 6 - 14 t2 8 4.S - - - - 14 12 6 6.3 5.5 - _ 8 e 8 6A J.S 4 J 14,..12..70 9 {.S - - - 14 /2 10 B ..8... { - 14 12 10 9 e 7 4 - 14 12 10 5.5 - - - - 14 12 10 t4 - 12 10 9 7.3 .73 - - 14 /2 10 9 8 6 _-- 14 12 10 9 8 0� 6 - i4 12 10 6 - - - - 14 12 t0 e.a� _ - = e 8 8 8 7 51412 109S.5 { 12 10 9 8 45 - - 14 12 10 9 8 6 - - 14 11 7 - - - 14 11 7 53 7.S 35t412 10 .5J 14 12 10 9 8 - - - 14 12 106 35 14 128S JBA 7 4 7J5 4 14 12 10 9 5 - - `- 14 12 10 9 8 4 - - 14 12 10 9 8 6 14 i 12 93 - - - - - f4 12 BS 7S 4.5 - - - e 8 e 7.5 6 4.39,-0" 14 12 10 85 4.5 - - - 14 12 10 9 75 - - - i4 12 10 9 8 - - - 13 9.5 4 - - - - - 13 95 65 5 - - - - 8 8 65 5 4 J14 12 14 12 10 9 4.3 - - - 14 12 10 9 7.5 - - 14 11.5{5 - - - - - 14 715 75 8 - - - - e 8 75 6 S 4 - - LIMITATIONS OF USE FOR BLADE ON SHEET 19 14 12 /0 6 4 - - - 14 12 110 G 7 - - - 14 12 10 9 8 - --- _ 1f 12 J - - - - - 14 12 8 65 - - - - ...8_...8 6 63 55 4 - - i4 12 9.5 3 35 - - - 14 12 10 9 55 - - - 14 12 10 9 8 - - - 1.5 8.5 - - - - - - 11.518.5 53 - - - 8 8 5.5 4.5 3.5 - - - 10�-0" 14 /2 5.3 3 - - - - 14 12 10 6 J - - 14 12 10 9 0 - -- 14 10.3 }� - - - 14 10.b 7 J.5 - 14 12 9 45 3 - - - 14 12 10 11 5__ -- 14 f2 10 9 e - - - 14 i1 - - - - - - 14 11 7.5 - - - - - - - 6 e 7 S.S 4.5 35 11'-0" 14 12 7 ,., - - - - 14 12 10 - - - - - 14 12 10 - - - - - 0.5 e - - - - - - 0.5 8 5 _ _ 1141 4 - - t4 /2 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 2,5 95 - - - - - - 25 9.3 8 3 { 3 - 96 la 12 8.3 - - - - - to 12 10 - - - - - 14 12 10 - - - - 3.3 10 - - - - - - to 10 ] B7 5.5 4.5 - 12•-O" 14 12;6.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9.5 7 - _._ - - - 9,5 7 3.5 - _ _ - _ -._............._.._...._.._..-.. -.-__. ...._ _-.__ - - - ja 45 3.3. 3 14 1 3 - - - - - 74 12 e - - - - - 14 12 10 - __ - 1.5 85 - - - - - - 13 e.5 4 - - - - - J3 4.31 4 t ....... -.__ _14 12 5 - - - - - 14 12 10 - 14 12 10 - - - - - 2.5 9.5 - - - - - 3.5 9.5 45 - - - fi 5 4 13•-0" - - ..-.. - - i{ 12 _ - _ _ _ _ 14 12 B 4.5 9 0.3 _ _ _ _ _ .5 4 35 i4 12 _ _ 4 12 0.5 5.5 - 05 8.... 4 ! S J - 14 12 - _ _ _ _ - 14 72 - - - - - - 14 12 _ _ _ _ _ _ 1.5 6 - _ _ _ _ 1,5 8.5 - 3.6'4.514 12 _ _ - _ _ - 14 12 - - _ _ _ _ 14 12 - _ _ _ _ e J - _ _ _ _ _1a 7 _ - - - - - 11 12 - - - _ - - 14 12 - - - l0 4 - - - - - 1 .5514 75 - - - - - 14 12 _ _ _ _ _ _ 14 12 - - - - - _ 1 0.5....4 _ _ _ _ _ _ 05 B . y 44 14 - - - - - - - 14 - - - 14 - - 7.5 - - 75 - - _ - - - - 3 35 ! - - - 1 HV BLADE ORn HV BLADE - - - - _ - - - - 14 - - - 1a - - - - - - - 10 - - - - - - iC =_ _ _ 5W f 1(A� HV WINDOW BLADE 14 _ _ _ _ _ _ B"'.'-. _ _ _ _ _14 9 _ _-_ - - - ,.S5 - - _ _ _la95 . .. _ 95 - WORKING IN UNISON � -. _ ._ - - -5 4 J5 ���� FLORIDA BUILDING CODE (High Velocity Hurricane Zone .14eII�III 1 C 2020 TILTECO• INC. ®2020 EASTERN METAL SUPPLY, INC. ?�Q EN F' �9' BERTHA HVTM 1. �T::iL E C�OiC. Accordion Shutter System No.441677-6P = A.S.S.A. KV. BLADE#1 W/OR W/0 KV. WINDOW BLADE * * TIWT TESTING 6: ENGINEERING COMPANYAmerican S�h4utter Systems REV.N. DESCRIPTION DATE DRAWN IN: Y.P 63M NX 36M.St. SN.305.NRGMA GARDENS.iLORIDA JJ16 AssOC�Y I�On. (nC. 1 OLD 17-1zz /6/202 DATE: 7/6/2020 STATE FPhone:(305)871-1530.Fax:(305)871-13J74268 Weet Road. Drive l P nx7B:t9t-00-1- West Palrn Beach• FL 33407 3 DRAWING No r CA-0006719 Phone: (80C)432-2204 Fax: (561)209-8380 n C(� S WALTER A n Jr.P.E. 4 2O- V9 i 0 ENAP��SEAL/SIGNATURE/DATE FLORIDA Uc./44167 a SHEET fi 12 OF 20 IMIMUM ANCHOR* SPACING (in.) SCHEDULE F FOR A GfyEN MAX. ¢NI MER SPAS .c DESIGN HIMINNE LOAD AND A CORRESPONDING MOINnNa TypE FOR CONCgEFE MMIATM *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E.G.&H ON SHEETS 6.A 7) 1 ANCHORS TO SUBSTRATE WALL BE AS FOLLOWS, POURED CONCRICIE (A) TO EXISTING POURED CONCRETE: (Min. f'c- 3 k41) VAR ( WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING ANCHORS sP IN_ F( Hp - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUODEX. (Min.rc n.3 ksi) (10 A.S.D.DESIGN NEGATIVE LOAD A S.D.DESIGN NEGATIVE LOAD ) .AS.O.DESIGN NECATNE L UD - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT k SPECIALTY COMPANY.(Min.rc 3 kei) -'""..... - TMCON WITH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc -2 kei) 30 40 60 7S 90 120 160 205 30 40 80 75 9D 120 160 205 30 10 80 75 90 120 IW 205 THREADFORM TECHNOLOGY - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY OR ANY _ 14 12 10 9 0 6 6 Sb 14 12 10 9 8 8 6 6 It 12 70 9 6 6 6 8 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. Min.rc -3 ksi) 3'-0- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /4 12 10 9 B e 6 6 ALL POINTS SOLID-SET NOTES: OR LEm 14 112 170 9 1 6 e 6 1 6 74 12 110 9 8 e B �6 14 12 f0 0 8 8 e 5 BLUE TAP W/CAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 8 6 6 7 14 12 10 9 6 6 6 6 ,._IT 4 12 10 9 8 8 6 6 TAPPER+ 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 70 9 8 7 5.5 33 14 12 10 0 e e 6 6 14 12 10 0 6 8 6 5 4'-0' -- -- - - 14 t2 10 9 0 B 8 5.5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL 8E 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT :a-4 12 70 9 8 e 6 4 14 12 10 9� D e_. 6 4.S 14 12 10 9 e 8 a AS 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 6 e s 43 1/ 12 10 9 6 �8 6 5.3 14 12 10 9 0 8 e a.5 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 33 33 - 14 12 10 9 8 e e S 14 12 10 9 8 7 63 4 ♦BFF ATION$a USE FOR _ _ "E 1 ON S.19 A3 IN - - - - - 11 12 f0 9 e e 6 a3 ) CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1a 12 f0 9 6 7 4 - 14 12 10 9 0 63 5 J.S 14 12 10 8 83 3 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 70 0 6 73 43 14'12 10 0 e B 6 43 14 12 10 9 8 e 4.5 .7S NOTES A. 8:A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DIES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.1 43 - - 14 12 10 9 8 73 53 { 14 12 10 9 6 6 43 3.5 INSTALLATION INTO DIES WITH METAL STU05 SEE SHEET 28A 6'_O• - - - - - - - - - - - - -- 14 12 10 9 8 63 5 33 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 t0 9 73 53 3 - 14 12 10 e3 7 53 4 3 14 12 6 6.5 53 4 3 - - 7/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 . 8 8 - - 14 12 10 9 e 83 5 75 to 12 10 63 6 3 a - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY. 14 /2 0 6.5 SS J - - 14 12 10 9 6 63 43 3.5 14 12 10 8 7 3 3.5 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 7'-0• - - - - - - - - - - - - - - 14 12 10 9 7b 5.5 4 3 - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUtED BY ALL POINTS SCREW,BOLT A SPECIALTY COMPANY OR ANY 14 12 10 8 63 4 - - 14 12 f 73 6 43 ].5 - 14 10.5 7 SS a3 3.5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 6.5 7 4 - - 14 12 10 0 73 5.3 4 /4 12 9 7 7.5 43 - 14 11 7 S.5 4.5 - - fz' l 12 70 9 7.5 Al 4 - 14 12 9 7 6 43 3 NOTES: 6'_0• - - - - - - - - - - - - 14 12 10 8 6.5 5 &5 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPEIR+ANCHORS IS 1 1/4-AND TAPCON WITH 12 8b 7 53 3 - /2 9 SZ 53 4 3 - 2.5 A5 8 5 4ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1 a 12 9.5 73 6 - - 12 9.5 8 63 5 - 14 12 6 6 &5 {3 - 12 10 8 65 5 - - 14 12 8 6.5 S fi 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 -0' - - - - - - 14 12 eb 7 SA EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 113 73 6 4 - 11 7 SS 3 33 - 11 8 53 43 &5 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6-514.5 - - 12 03 7 5,5 4 14 103 7 S.S6 B.3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1.S - 12 9 7 6 43 - - 14 11 7 3.5 43 )- - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SNO WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON ' - 0. - - . - - - - - - - - 14 12 8 6 5 NOTES CIA)A B.2)ABOVE.FOR INSTALLATONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.11 103 7 5 J3 - - 03 6.3 5 1 3 - - 10 73 3 4- 3 FOR INSTALLATION INTO DIES WITH METAL STUDS SEE SHEET 20. 14 11 7.5 53 - - - - 14 1.3 9 6 5 4 23 BS 6 3 4 0.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - - 13 10 &3 3 4 i l'_0•-_..._..._._- - - - - - i - - - 1{ tOb 7 53 t3 ANCHORS SHALL BE MSTALLED FOLLOWING ALL OF THE RECOMMENCRONS AND SPE.,IFlCTIONS OF THE ANCHORS 11ANUFACNRER. 2.5 9b 5 - - - 12 9 6 4.5 4 3 - - 9 7 45 33 3 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1{ 10 7 - - 14 IC3 7 53 43 - 1.3 6.5 8.5 ib 3.751 43 - - - - - 14 1.57.5 6 b _ - 12 9 8 4.5 4 13 70 6.5 5 4 - - - EDGE DISTANCEVERSUS SPACINGSCHEDULE FOR ANCHORS 1.5 8.5 4.5 - - - - - 11 6 53 4 3.5 - - e 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICTED BELOW.FORE 0.LESS THIN THE INDICATED,REDUCE 33 93 6 - - - - - 13 93 63 e { - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - - 14 1 7 53 4-5 - - - 11 0.5 SS 4.5 - - REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICTED FOR EACH ANCHOR TYPE. G5 8 _ _ _ _ _ _ 10 73 5 4 3 - - 7.5 53 4...JS - _ _ _ ACTUAL FACTOR _ 4 WOON w/AOVANCm iHRFAOFURM TECH BLUE TAP W CAP TAPPER + u e3 - - - - - - 12 9 !43 4 - - - 4.5 7 s i - - - - EDGE ALL POINT sOL1D SET - 13 9.5 6.5 S - - - - 0.5 73 5 4 - - - - DICTANCE / MN.SPACING 74'-0' - - - - - - - - - - - - ` - - - t1 83 5.5 45 - - - _ ED 3 MIN. ACING 4. s 3 1/2' MIN.SPACING-3' 3 3/4' 4' 10 7b - - - - 9 7�4.5 3.S - - - 7 5 3.5 3 - - - - POUf6D CCfMTQIE P E(SOCK CONCRETE CON BRFTE k POURED CONCRETE BRA A POURED MIN.SPACING -POURED OUNDIElE OONOEIE am 1.5 e - - - - - jj- ,g_.53 43 - - - - 9 6.5.43 - - - - - O MH Fa-3 1/2' MN ED•2 1/2' MN ED. I/Z' MN ED.,LACK WL M-31/Y tlN ED.,2 1 IZ 75 - - - - - - - 12 9 8 - - - - - - _ _ _ _ - - s e s - - - - - BLADE WORKING o.1l0 1.0 _ 1•0 0.94 1.0 15'-0' - - - - - i5 5 ...3 - - 1/ Mal .._to.. _ _ ._....._ 0.78 2 2' v 0.07 1.0 to - - - - - - - 03 - - - IN UNISON ♦ 2' _ 0.71 - -. ............_.._.. - - ost - 7 9 63 43 1 3/4' 0�1R - - - - 0.43 -. i 1 2' - ......_.._. e - - - - - - e 7614 - - - - - 6 43 3 - - - 0.33 - FLORIDA BUILDING CODE (High Veloci Hurricane Zone) 11t,Yl 7 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. ,,..��� ...... . / %,, BERTHA HYTM y'P' ���E F ✓� S Accordion Shutter System �_TLI��EcoLM�. Yo.44 BT_�= T�� ZH.V. aA�E 11 w/GR w/o Kv. MANDGN BLADE 7k' �'x TILLIT TESTING 3 ENGINEERING COMPANY American Shutter SYS}oFr18 IIEVJIa pE3GRIPTIOK DATE DRAWN BY: M.P o' Association, Inc. 1 OLD 17-12z•, STATE F 6355 N.W.30N.St..51e.]03 NRGNN GVi0EN5.RORIDA 33t0 /6/2 DATE: 7/6/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 west Roods Drive 2 'gyp'•. F�aR P .` e-maiG tl@•000•ol- West Palm Beach, FL 33407 3 DRAWING NO %L .4` 011 TJ Phone: 800 432-2204 . Fax: 561 2D9-83B0 'ZQ- 69 yx"N'01 /0N EA N��SEAL/SIGNATURE/DATE WAFLa16DA Uc.1 44167r. E ( ) ( ) e SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in,) SCHMUL FOR A GNEN MAX, SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LO:J ADD A CORRESPONDINr MOUNTING TYPE FOR CONCRErE INSTALLATIONS (SEE MOLNIFINS L J.K&L ON SHEET 7) POURED ANQWRS SPACING LEGEND W' MI7LIN11I83- Oj RAINGUARD MOUNTING (F)WALL/FLOOR MOUNTING OWALL/WALK OVER MOUNTING MAXIMUM TAPCON WITH ADVANCED SPAN _._.. .... _.......�� ....... _- ..... ....... (N AS.D DESIGN NEGATIVE IAAD AS.D DESIGN NEOATNE LOAD A3.D.DESION NEGATIVE LOAD D AS.O.DESIGN NECAINE LOAD ___ .. (� ...,._ � -..... .. .(W ._.. .. _.(9•.).. THREADFORM TECHNOLOGY 3O 40 fb 73 90 12D 160 205 30 ♦0 60 75 90 120 180 205 30 40 6D 75 90 - 0 180 205 so 40 60 7s 90 120 1B0 205 ALL POINTS SOLID-SET 14 12 10 B 6 11 12 12 12 12'11 6.5 e3 7 7 7 7 3'-0" a 12 10 s e e 6...._e_t2 t2 Ix 12 I2 12 _9.5 7- 7_ 7 7 7 7 S -7 7 5 S S S _5 5_ s 6 BLUE TAP u 12 10 a e e e a .i.z.1z 12 tz os e a ♦.5 7 7 7 7 7 7 7 6.5 5 5 5 5 a 5 _s s TAPpER+_ - 1DR LM ia 1z 10 o a 8 6 9 1z a 12 12 2 10 Ti 6 7 7 7 7 7 7 7 7 5 s 3 s 5- 5 s 5 u u 1D 9 8 s 6 5 12 12 12 12 1.5 as be 5 7 7 7 7 7 7 5.3 4 5 s s 5 5 5 s _...__. 4'-0" 14 12 10 9 e A 0 6 12 12 12 12 12 9.5 7 5-5 1 7 7 7 7 7 7 7 3 s s s s s s 5 u 12 10 9 e e e e 12 ix 12 9.5 e e 4s 1s 7 7 7 7 7 7 sS a s s s a s 6 a 5 _I_.. 14 12 10 9 a e 6 6 t2 12 12 12 10 73 5.5 ♦ 7 7 7 7 1 J 7 6a 5 5 S S S i- 5 5 14 12 10 9 8 b 6 6 12 12 12 11 0 7 3 4 7 7 7 7 7 53 4 7 3 3 S 5 S S 4 J ...... _ ........ 14 12 10 9 8 6 6 8 12 12 12 12 f0 7- 5.5 ♦ 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 3 14 /2 10 9 8 8 8 5 12 12 93 73 6 43 3.5 - 7 7 7 7 7 7 5 3.5 5 S 3 5 5 S S 4 ._. _...._... __ 14 12 10 9 e 0 6 e /2 12 12 9.5 8 6 43 - 7 7 7 7 7 7 5.5 4 5 5 S S 3 5 5 4 SEE ANCHOR 14 12 10 9 8 8 6 5 12 12 1_5 9 73 53 4 3 7 7 7 7 7 4.5 33 S S 8 5 5 43 15 - SPECIFICATIONS 6'-0" 14 12 10 9 8 3 6 6 12 12 12 10 8 6 4.5 33 7 7 7 7 7 '•7 7 7 5 3 5 5 S 3 5 3 ON SHEET 13 14 12 10 9 a 6 0 a I2 12 E 3 5 4 3 T 7 7 7 T SS 4 5 5 5 5 5 5 4 3 14 12 10 9 8 e B 6 12 12 70 a 63 5 .75 7 7 7 7 7 6 43 - 5 3 5 5 3- a 43 14 12 10 9 6 8 0 5 12 12 10 a 63 S 33 - 7 7 7 0.5 3.5 ♦ - S 5 5 S 3 4 J 7,-0' 14 12 10 9 0 a 6 5 12 12 12 83 7 5 ♦ 3 7 7 7 7 7 7 ] 6 5 S S b S 5 S A. _ 14 t2 10 9 .15 ! ..6... 5 12 10 63 5 43 3 7 7 7 7 - 3 5 3 S S 5 JS J 1� 1z w 9 6 a e 6 12 7i'e3 7 5.5 a 7 1 7 7 7 5 - - s s s s s 3_. i - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 s e 6 6 - 1x 12 E.3 7 5.s 4 3 7 7 7 53 4.s } - s 5 5 5 4.S }.s - - PSF A.S.D. DESIGN PRESSURE e'-0' 14 12 10 s S e e - 12 12 os zs a 4s 3s _ 7 7 7 7 7 7 7 4 s s 5 s_ s s s s RATING Ec FOR SPANS PER 14 12 10 9 8 e 6 - 12 9. a 43 4 3 - ,_ 7 7 7 7 b3 4 - - 5 3 3 5 5 4 J_ - SCHEDULE #4, SHEET 11 14 12 10 9 8 e e - 12 11 7.5 6 S .73 73 6 43 - - S 5 5 3 5 43 - 14 12 10 9 8 17773 6 S 33 - - 7 7 A--5 5 ♦ - - - 5 3 6 5 1 J - 9,_D" 14 12 10 0 8 0 12 12 93 0.5 SA 4 } - 7 7 7 7 7 7 B 3 5 5 5 5 3 5 5 S 14 12 10 9 3 8 o.5 0 S 4 3-5 - 7 7 7 6 S J3 - 3 S a S 5 4 } 14 t2 10 9 6 a - - 12 10 6.5 3 43 - - - 7 7 7 53 Sb - - - S 5 3 $ S ♦ - 14 12 10 9 a 8 12 03 7 3.5 1.3 33 - 7 7 53 ♦3 15 - S s 5 4.5 15 - - 14 12 10 9 a a - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 43 - 5 3 3 5 S 5 5 U 14 12 10 9_ 0 6 - 9.5 7 43_ 3.5 3 - - 7 7 7_3.5 4.3 - S S 3 S 43 1a - 14 12 10 0 e e IS 9 6 5 4 t- 7 7 7 0 5 5 5 5 43 5 - - 14 12 10 9 0 e t1 9.5 6 5 4 } 7 7 3 4 } 5 5 S 4 3.5 - 14 12 110 9 3 8 - - 12 10 7_53 4.5 3.5 - - 7 7 7 7 7 7 15_ - S 5 5 5 3 S 5 { 14 12 10 0 8 e - - e3 63_}4 33 7 7 6 3 { - - - 5 5 5_-_5,.. ♦ J 14 12 10 B 8 a - - 11 8 (s3 4 - - - - 7 7 7 SS 4.5 _ _ - 556543 - - - ff HV BLADE ONLY 14 12 10 9 .e„ - - - 1,5 63 15.5 1.5 15 - - - 7 T 43 JS - - - S- 5 4.5 33 3 - - 12'-0"14 12 10 9 ! - - - 12 93 0.3 5 4 7 - - 7 7 7 7 7 6 3 - 5 S 5 5 5 5 4.5 3�3 14 12 10 9 e 6 e 4 3 7 7 53 43 3.7 - 5 5 S 4.5 4 3 - 14 12 10 9 a - - 10 7.5 5 4 - - - - 7 7 6 6 - - - 5 5 S 5 4 - - - 14 12 t0 9 e OS 6 5 { JS - 7 03 I.A.AS - 3 5 4.5 15 } - - 13 14 12 10 9 e_ - __ 1.3 5.5 a 4.5 33 S - - 7 7 -7 7 7 43 - - > 3 S S 5 5 43 33 14 12 10 9 6 - - - 7 S.S 33 3 - - _______,__ 7 7 5 1 3 - -..._ - S 5 3 4 J - - - 14 12 10 0 8 9 7 {.S .75 - 7 7 15 4.5 - - 3 5 S a.3 4 - - - 14 12 10 9 10 7.3 5 { 1 3 7 6 4 3 S 5 4 J _ 14'-0"14 12 10 9 - - - - 0.5 3 SS 4 33 - - - 7 5 5 3 5 5 3 4 J 14 12 10 9 - - - - 63 3 ] - - 5 5 3 4 - - - - 14 12 10 9 - - - - 83 OS 4 - - - - - 7....7. S 4 - - - - 5 5 5 4 14 12 10 - __ 9 7 4 3 3 7 5.5 33 - 5 5 33 3 - 14 12 10 - - - - - 10 73 5 { 3 - - - 7 7 7 7 7 33 - - 3 5 S a a_ 6 413 15-D"14 12 10 - - - - - 6 43 3 - - - - 7 14 12 10 8 B 4 7 7 5 14 n121 - - - - - e.6 6d 4 33 - - _ - 7 5.5 JS - - - - 3 5 3.5 - v _ - -__ _ _ _ _ _ _ l4 - - - - T77 e 3 5 5 5 S 5 4.6ta - - - 6 43 3 - 0.54u =_.._._.....___ _ zs 1s 7s - = - ¢t=� - 7 7 . = - - I- - s. aYi.�s.._- - - FLORIDA BUILDING CODE (High VelocityMurticane Zone) �ullif, L�TA AAA 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. P TT A l �"- -�-�- BERTHA HYTM 11 L 1 E C O A.S.S,A. Accordion Shutter System KY. BLADE#1 w/DR W/O H.V.WNWIN BLADE N0.44 i SAmerican Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: MA y' * TILLIT TESTING B ENGINEERING COMPANY $1�'• 6355 N.W.36th.St..St,.305.VIRG-GARDENS,FLORIDA 331 Association, Inc. 1 0l0»-tz2 /e/zox DATE: 7/6/2020 ? A: gTpT OF Phone:(305)871-1530.Fax:(305)871-1531 a268 West ROD Drive z DRAWING No e-moil:ttNecoOool.com West Palm B9ooh, FL 33407 3 CC �• IC QP•' �� CA-0006718 Phone: (800)432-2204 Fox: (561)209-8380 4 20-1p9 //AAA��SS�QN 1 Ng0&A/SIGNATURE/DATE W�FLORDA Lic UT 14167E 5 14 EET 20 MAXIMUM ANCHOR, cpACING (jp,} ccHEDL F FOR A GIVEN M.AX. SHUTTER SPAN. DESIGN N GATPA AD AND A CORRESPONDING MOUNTING TYP FOR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTR/05 A.B,C.D AND F ON SHEET 6) ANCHORS SPACING LEGEND CONCRIM BLOCK TAPCON WITH ADVANCED (qD WALL SILL UNTING WALL SILL OUKnNG C& WALL HEADER/SILL K WALL/FLOOR MOUNTING L W ALK OVER MOUNTING THREADFORM TECHNOLOGY 51�N w/ W/ QE WALL SILL MOUNTING MOUNRNG O O ALL/W (n) A.S_D.DESIGN NEGATIVE LOAD{_/. A.S.D.DESIGN NEGATIVE Ld1D T A.SD.DE51GN NEGATIVE LOAD ASD...DESIGN NEGATIVE LOAD A.S.D.,DESIGN NEGATIVE LOAD.- A.S..DESIGN NEGATIVE LOAD BLUE TAP ....- ._....._ ... _... ._.. .._.. . -.._�.._ _ ....... ,__....... ,. 3040 60 75 90 120 160 203 30 40 80 7s DO 120 160 205 >D 10 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30140160 75 9D 120 160 203 30 40,60 75 90 120 160 203 TAPPER+ 3•-0' 14 12 10 9 a 7.5 - - 14 12 10 5 ! 4 14 12 10 9 8 7.3 5.3 t.S 8 8 8 B 8 7.5 35 4.3 14 12 10 9 8 S.S - M14 "20 .._ ._..._. ........ ....._ .1♦ 12 10 9 9 a a 8 6 11 /2 10 9 B 8 6 is e e a 8 8 a 73 8 14 12 10 B B a 8 S 0 9 8 B 6 6OR LESS l4 12 10 9 8B 6 14 12 10 9 a 8 6 e 14 12 109ae e 7 8 8 8 e e 6 a 7 14 12 10 e e 8 6 - 9e 8 8 6 10 9 73 5.5 - - 14 12 10 9 7.3 55 - - ti 12 10 9 7.4 SA 4 - a a a 8 75 5.5 4 - 14 12 10 9 7.5 55 - - 0 9 7.8 5.5_......4'_p' 14 t2 10 9__ 8 7_5__ _, ,lt 12 10 9 a 73_.S_ - tt 12 t0 9 8 75 5.5 - a e a e a 73 SS 45 14 t2 10 p a 7.5 - - 0 9, a 73 6 - * S..._..._412 10 9 8 a - - 14 12 10 9 8 8 6 - 14 12 10 e a 8 6 4.5 8 a 8 8 a a 7 5.5 14 12 10 9 B e - - 0 9 BW a 8 - 14 12 9 7.5 B - - - 1/ 11 B 7.3 6 4.5 - - 14 12 9 73 8 IS - - e 8 6 73 6 4.5 - - 14 12 9 73 5 - - 14 12 9 73 B 45 - EE 5'-0" 1412 10 9 8 - - - 14 11 /0 9 a 8 - 141210 9 8 8 4 - BI6 8 B 8 6 4.53.514 12 /0 9 86 - 1t 12 10 9 B 8 - - OPNCIFI ANCHOR ....__- ._- __._ ..._., ...0 .__... _ ._._-. 14 12 10 9 a 1♦ 12 10 9 8 7.5 - 14 12 10 9 a 73 45 - 8 8 8 a 8 75 33 4 14 12 10 9 8 - - 14 t2 10 9 e - 14 11-5 73 6 - 15 73 5 5 - - - 14 113 73 e 5 - - - e 8 7.5 6 5 - - - 14 1.5 7.5 6 1 - - - 14 13 7.5 6 5 - - - 6,-O" 14 12 . 9 ! - - 14 12 10 B 7 1 14 12 IO 8 7 S - - 8 B a 8 7 S SS - 14 12 10 a 4.5 - - - 14 12 10 8 7 4 - 14 12 10 9 5 - - - 14 12 10 9 a 45 - - 14 1 0 9 B 8 - - B 8 8 a 8 6 4.5 14 12 10 9 5 - - - 14 12 10 B 8 4.5 - - 3.5 10 3.3 f0 8.5 3 4.5 - - - 3.5 10 8.5 5 4.5. - - B e 83 5 43 - - - 35 10 63 S - - - - 3.5 10 6.5 S_4.5 - - - T'_Q� f1 12 9 5 - - - - 14 12 9 7 8 - - - 14 12 9_ 7 8 3,5 - 8 e 8 7 8 4.3 - - 14 12 9 7 - - - - 11 11 9 7 6 - - - 14 12 10 6 - - - - 14 12 10 85 7 - - - -- 4 - - 8 B 8 9 7 5 14 - 14 12 10 14 12 10 8.5 - 1.5 8.5 5 - - - - - I.S 8.5 5.5 4.3 - - - - 5 B5.`i$• - - 5.5 CIS - - - - 1.5 85 SS - - - - _ 15 8.5 - - g'_Q' 14 115 75 - - - 14 115 7.5 6 1 - - - 14 >3 7,¢._6 - - e 8 7.5 6 5 ]3 - 14 7.5]3 - - - - 14 f3 73 B 5 - - - 14 12 95 - - - - 14 12 9.5 7.5 4,3 - - - - a e a 7.5 6 t3 - 1{ 12 95 6 - - - - 14 112 95 73 IS - - - LIMITATIONS OF USE 0.5 7.5 - - - - 03 75 5 4 - - _ - Q,S 7 5 4 - i 8 73 5 4 = - 0.5 7.5 5 - - - - - -.5 7.5 3 4 - - - •BLADE lA ON SHEET 19 FOR 9'-Q' 14 103 1 - - - - 14 iD3 7 33 - - _ 1� 0 7 - - - 8 8 7 5.5 45 3.5 - 74 10.5 7 - - - - 14 10.5 7 5.5 - - - - 1L 12 5 - - - - 14 12 8 83 - - - - - - - B e a 6.5 5.5 ! - 14 12 5 - - - - - 14 12 8 6.5 B 7 _ 9 7 _ _ _ _ _ _ 5 7 43 - _ _ _ _ y 7 _ - _ _ _ _ 9 7 4-5-7- _ _ _ _._..__...._. ..-. -I:!- ._. 3_._ s,i..._.......-.. .._. --....... JO'-0� 23 9 _ _ _.-..._:. 2.a 9 6 ___ _ _ _ _.9. ..3__4.5...-....,- _ _ 9 8 6 3 4 _- - - 25 93 3 _ _ _ _ _ 2.5 93 E 3.5 t4 11 14 I1 73 8 B 7.5 6 5 - - - 14 It - - - - - - 14 11 73 - - - - - 8.5 6 _ _ _ _ _ q:S 6 4 _ _ - _ _ _ _ 8 6 a _ _ _ _ _ '1 .44 _ _ _ _ - _ g,5 g 4 _e.3...a..... - 11'-0" 77 a5 - - - - - - td a.s 35 - - - - _ ,g_ - - - - a 11 5.5 4.3 7.5 - - - 1.S 95 - - - - - 15 8.5 S.5 - - - - ].5 10 14 10 ] _ _ _ _ a 8 7 S.5 4.5 - - - 3.5 10 - - - - - - 14 iD 7 75 5.3 _ - _ _ _ _ 7.5 SS _ _ _ _ _ _ _ _ _ _ _ _ T3 5.5 _ _ _ _ _ _ 7S 5.5 _ - _ _ _ _ 75 55 _ _ _ _ 12'-0" 0.5 73 _ - - - - 0.5 J.5 - - - _ _ e 7.5: 3 4 35_-_ - - 0.3 73 - 73 5 _ ......-..._ ._._......_L. - - ._.. _.. .. ._. .. 2.5 BS - - _ _ }.5 9.3 4.5 _ _ _ _ 1- _ _ _ _ _ 8 B 8 5 4 _ _ _ 25 9.S _ _ _ _ _ _ 35 93 43 7 _ _ _ _ _ _ - 7 1 5 _ _ _ _ _ _ _ _ _ _ _ _ 7 5 _ - _ -_ _ _ 7_43 _ _ _ _ _ _ -5 5 13'-0"B.3-._5.. _ _ _ _ - 93 1 ] - - _ _ _ _ 03 e _ _ _ _ _ B 7 1.5 35 - - - 93 5 .._.... 9.5_7 e` 8 53 45 - - - - 15 6 - - - - - - 1.5 8.5 - _ is 2.5 9.5 - - - - ' 65 _ _ _ a5 5 _ _ _ _ _ _ 7 153 _ _ _ _ _ _ 6.5 5 _ _ _ _ _ 63 5 _ _ 7 3 _ _ _ 3.5 .__.....�.._.,...._....._ 9 Bb - - - - e 6.5 4.3 33 - - - 9 ! - - - 9 B3_ _ - - - .. _ _ _ _ _ _ 8 8 5 4 _ _ _ _ 0.5 4 - _ _ _ - _ 0.5 a _ _ _ _ _ _ os 4 0.5 e _ _ g _ _ _ _ _ _ _ e3 - ._ - - - - HV BLADE OR (1) HV BLADE 6 4.s - - - - to - 10 _ _ _ _ _ _ _ _ 8 7.5 5 4 _ & HV WINDOW BLADE _ _ _ .. 55 4 _ _ 5,5 _ 75'_.__-_" - `' - - 7.5 73 Ss 3.5 - - - - 7.5 - - - .5. - - - - ms- 7 4.5 - - - _ - 9s - - - - _ - 93 - - - - - WORKING IN UNISON _ _.. _.. 9.3 - _ .. r- - 9.S - - - - - ` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) VVVVVIIIIIIIII 111 1j (v 2020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. ��?,A:• <</r' �, BERTHA HVTM s'?'' ��cEr F'•9��� IL EC O Ir+�. ,�■ ■ i■A■ Accordion Shutter System No.44 67 �` HV. BADE#T W/OR W/O KY.WN)OW BADE -= American Shutter Systems REV.Ne DESCRIPTION DATE I ORAWN BY: M.P _ TILUT TESTING & ENGINEERING COMPANY Association,ad Inc. OLD n-1z2 /6/202 DATE: 7/B/2ozo C/ 6353 N.W.SBM.Sl.51e.305,HRGNM GARDENS,FLOR W 3JI 4268 West Roads Driv! 2 Z A'•, STAT OF Phan* (305)871-1530.Fax:(305)871-1531 West Palen Beach, FL 334,0 DRAWING No e-moil:tilteca0aol.com 3 �Or �� %90,�:••,FCOR OP.•'•������ u-000671y Phone: (800)432-2204 Fax: (561)209-8380 4 WAITER A TLUT Jr.P.E. ''�•,;,SS10N L1�11e,%"E L/SIGNATURE/DATE FLORIDA Uc.,1 44167 5 SHEET 6 114A OF 20 MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTEER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !E3 U B !EE;T F=R SOUTHERN IN o. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. C-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. CDX 22 WUG MIN. G-0/55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. eS, FIR W/ MIN. G=0.43 W( MIN. G=0.36 MAXMUM SPIN(W) WALL MOUNTINGS COILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS ELO. WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S&v Amom ASLMMKMPIMKMWAUOMMKMMMKW LU0W=KPIWKMW MLQ=MKwwNww AS6 B741 RiliR 1119E M(-ASD®I OM 113&L WR W 0 0OS3040 0 0 60 75 _ 54 30 0 40 60 75 90 OS30 40 6 75 90 O 3030 40 6 5 90105 30 750 4 70 0 5 0 30 40 60 5 90 1,05 •-0'OR 12 10 101 9 18 8 6 6 6 6 6 6 12 10 10 9 8 8 8 8 6 8 8 8 12 10 10 9 8 8 6 6 6 6 16 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ........ .__......._............... ._.._ 4'-0' 12 10 10 9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 8 8 8 8 8 6 6 6 6 6 5 { 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 10 10 9 6 8 6 8 8 6 6 5.5 12 10 10 9 8 8 6 6 6 8 6 5 12 10 10 9 8 7 B 6 6 6 8 5 8 5 4 { 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 6.5 8 6 6 8 3.5 3 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 f0 9 6 .5 B 6 6 6 5 4.5 6 5 { 4 .3 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.3 7-0 1 10 10 9 8.5 4 6 6 8 S 4.5 4 12 10 10 9_ 5 3 6 6 6 5 4 .5 12 10 10 7 .5 - 6 8 6 S 4 3.5 6 S { 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 7.5 12 10 10 7.5 4:5 3 8 6 6 5 4 .5 12 10 10 6 3.5 - 8 8 5 .5 3.5 3 12 10 10 4 - - 6 B S .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 .5 9-0 10 10 3 3,5 - 8 6 S.6 .5 .S 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 5 5.3 10'-0' 12 10 7.5 4 - - 8 6 5 4 3 - 12 10 6 3 - - 6 B 4 .5H-T- 10 3 - - - 6 8 4 ,3 3 - 6 5 - 12 12 12 12 i. 9.5 12 12 12 0. 8.5 .5 12 12 9 7 6 5 11'-0• 1T 10 5.5 - - - 6 4�6 4S- - - 12 f0 4.5- - - 8 .5 3.5- 10 - 8 .5 4 - 8 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 a .55.5 4.12'-0' 12 10 4.5 - - - 6 8 4 - - - 12 10 35- - - 6 'S 3.5- 10 - - - - 6 3 3.5- - - 8 3 - - 12 12 12 1.5 9.5 8 12 12 11 8.57 6 12 1.57.5 65 4 13'-0' 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - .5 - - - - 6 .5 - - - - 6 .5 - - - - 12 12 12 0. 8.5 .5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14-0 10 - -_ - - 6 5.5 - - - - 12 7 - - - - .3 .5 - - 7 - - - - .5 .5 - - - - 6 3 - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4,5 12 9.5 .55 4J15' ' 12 - - - 6 - - - - - 12 - - - - - 5 - - - - - - - - 3 - - - - - 6 - - - 12 12 11 9 7.5 5 12 12 8.S 7 6 4 12 9 6 5 412 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - - - - 5 - - - - - 6 - - - 12 12 0. 6.3 b 4 12 12 8 6.5 5 3 1. 3 .5 4.5 3.5 (i i HV BLADE OR 'l ,` HV BLADE Yl HV WINDOW BLADE WORKING IN UNISON* ♦SEE LAIRATIONS OF USE FOR F1WE©ON$HEFT IP + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4•0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.RUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -D000LAS FIR W/0-0.50(N.D.$.) EACH SECTION ON SHEETS 16 It 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0=0.36(N.D.$.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN. 1/2•COX PLYWOOD(1986 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. Q 1T FLORIDA BUILDING CODE (High Velocity Hurricane Zone `��{NA�(LST^ �C�j• /"" C 2020 TILTECO. INC. ©2020 EASTERN METAL SUPPLY, INC. �cE s BERTHA HVTM F No,4 67 =__ 1 L E C © 1 N�. A.S.S.A. Accordion Shutter System a H,V. BLADE#1 W/OR W/o KV. WIN M BLADE $*' TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.P o'•, STAT OF & 3 N.W.Jetty.St.,$te.] .MRMNM GARDENS,FLDRIDA 3316 Association, Inc. OLD 1]-122 /6/202 DATE: ]/6/2020 Phan.:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 " O•' C� a DRAWING NO -man:tlltacooaol.com West Po Beach, FL 33407 3 "q"FS••'••• P�� CA-00067/9 Phone: (800)432-2204 . Fax: (561)209-8380 20-169 a S/pN l ��tt{X'�- WALTER A RLLIT Jr.P.E. 4 pffryff1111t "1001 SEAL/SIGNATURE/DATE FLORIDA Lic.M N167 s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I&& HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITEDTO 105.0 plf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 1/4'►TAPCON WUH ON ADVANCED nFSIGpI p� SSI IRE RATING FOR INSTALL TI WITH BLADE WORKING IN UNISON }G!•" �THREADFORM TECHNOLOGI' — -- -1 HRE FORM WITH ADVANCED W/ 1 t/2"Min.PENETRATION 7 T OFORN TECHNOLOGY ..... OF THREADED AREA TO ✓ ^. REA —II---"----._- € l EXISTING WOOD HEADER. i W/1 1/2'Min.PENETRATION f3• c I OF THREADED AREA TO ., � OR I (SEE SCHEDULE ON SHEEP 15) 1 NN SEPNt>TION 7 EXISTING W000 HEADER. I TO O-AM SEE (SEE SCHEDULE ON SHEET 15) SNEDIE ON ?� ,' `•" ® •` 11,de -,1/4'-2Dx3 4-S.S.MACHINE SCREWS EXISTING 1 � 1911 FOR RADE�Gwss--IW/1J4'-20 NUTS O 12'O.C. FINISH/ NIWALL—. .. ,L I -1 r I 15 i -_. I i �• C 7""M �t� _.WALL �I�...a�.".•-t- FINISH N 7 1 `tti'���OPi10NAL EXISTING MIN. - �I _-•:•`;... ..Y 2"x4"WOOD :I, T� �,OR O EXISTING MIN. I 1 HEADER REQUIRED —I)OR .--. 1 y�2'x4'WOOD --1/4.0 TAPCON WITH ADVANCED EXISTING MN.SEPARARax I I HEADER REQUIRED THREADFORM TECHNOLOGY GLASS— TO CLA55(SEE 1 MIN. SEPARATION I I 2'x4'CDNT.SILL 1 '`� OF THREADED irI.�PENAREA 1MOLLE 1 FOR ELPN 1 TO GLASS PLATE REQ•0. 111 ; ;: MIDWIDTH OF WOOD PLATE. av FOR EfO19� I ! EXISTING f"._. 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I THREADFORM TECHNOLOGY / / 1 ! CANT W 1 1 2`Min.PENETRATION THREADED AREA INTO PLYWOOD. I W/1/2'Mln.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL } / / (SEE SCHEDULE ON SHEET 55) TNRFIDED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. 1 REOb�� OF THREADED AREA O y (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE ALL MIDWIQTH OF WOOD PLATE. REG EXISTRJC MIN.2 xC 51U1T5 COMBINED IN M1Y WAY 70 � A.-�1.. �. :j FINISH (SEE SCHEDULE ON SHEET 15) « MAX. 1/2`MIN.COX PLYWOOD REO•D. pLYW000 TO BE ATTACHED 1/2`MIN.CDXl S-WALL FINISH SUIT ANY INSTALLATION. J EXISTING LIN.2'x4"STUDS O 16'O.C. MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. RUDE®ON SHEET 19 P IiV WALL SILL IN5TALLATION ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1i`III I�� II/AII 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY. INC. �a T /r BERTHA WTM �� —' ass a 9 = Accordion Shutter System �P.• ENS IL E C O INC. . ■ ■ ■ Y •' Itv. FADE�11 w/OR w/o Kv.WINDOP!BLAL'E No.441 7 _ — American Shutter Systems RLv.N° DESCRIPTION DATE DRAWN BY: MOP * TILLIT TESTING h ENGINEERING COMPANY Association, Inc. I OLD 17-122 /6/202 LATE: 7/6/2020 e33S N.W.36th.St..SM.M,vrtsaeA GARDENS,FUGMDA 3316 *T F .• Phone: 305 871-1530.Fox 305)871-1531 4268 West Roads Drive $�A1E y,tj ( ° ( West Palm Beach, FL 33407 2 GRAWING No �A••, -moiY.tdl°co0ad.com 3 ' FLORI P•' CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 , 20-169 �/j�Ox(F•,•• •• \ WALTER A nL UT Jr.P-E. ���i, SS/DNA �' 4�•SEAL/SIGNATURE/DATE FLORIDA Li°.11 44167 5 SHEET n� a\ 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J HV & I& HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS MICE WOOD WITH HV BLADE( ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE 5HEET 19 FOR MAX SPAN & 1 r WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 0)& (k WORKING IN UNISON li .-1/4'0 TAPCON WITH _ ADVANCED THREADFORM .�- E0- -EON 2 MN' .-EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2"Min. 4"x8"(Min.) EXISTING— PENETRATION ' OF THREADED WOOD BEAM REWIRED. (� I• Ze A EXISTING WOOD WOOD B RE4 TO STRUCTURAL Y ( HEADER. 1/4"0-20x3/4'S.S. OF EXISTING WOOD BEAM - _ j �"-EXISTING WOOD (SEE SCHEDULE ON SHEEP 16) -�,1"MITI PHIWPS TRUSS HEAD TO BE CERTIFIED BY TRUSSES OR REGISTERED ENGINEER OR "-Ea -' _-MACHINE SCREWS ARCHRECT PRIOR TO . 1/2'E 1/2" RAFTER O 24' 1/4"-20 NUTS SHUTTER INSTALUTION, Tr- O.C.REQUIRED ,/ `• O 12"O.C. 1 4"0 TAP N WITH - - - _ J --1 ae 1� ADVANCED THRFADFORM ... EXISTING SOFFR �ry -7 TECHNOLOGY W/ 1 1/2"Min. ✓ "' 3/4"Max THK. .257" PENETRATION OF THREADED I! ,} ('i Max. AREA TO EXISTING W000 _ #14x}/4' I--EO� -0 1'z4'xt/e"CONT.ALUM.TUBE I10 ( 1 (SEE SCHEDULE ON SHEET 15) ) / 1 EO- -f0 S.N.S. 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MN svwwxN f. ) OR I MIN.SEPARATION ( I MIN.SEPARATION I TO CLASS 111 £aAacE(AXt t` (SEE SCHEDULE t I I 1 I- ....... TO GLASS E%bTNG I GN 9w 19 O SHEET 11) I I EXISTI-____ (SEE SCHEDULE O SHEET 11) Qj- GLA55� aAa¢tit® L I I I 4lA�YI —�T�t 1 I I I ALTERNATE ANCHOR II 1 I HCMOR I I ETDSTINc ' WALL"-. -- LOCATION '`. !. GLASS---1 I 1 -._.'! {1 2%6'MIN.WOOD Fl I I 1 I 3!Y Mw.Lu /tOx3/4"HEX /'DECK REQUIRED I I 1/4'_ ©a 7'-'" 7/E N -__WASHER HEAD TEK (NO FINISH ALLOWED) Max. •...\ t SCREWS O 12"o.c NISH M , ... DECK xIN.WOOD.._ T ( \ I E REQUIRED N �'-� IF APPLICABLE OF E •.� `' � I +�OR® FINISH ALLOWED) _,-.--- •.� ...+$1111211 t LEO '-EQ _t/4'0-20x3/4`S.S. EDGE OF DECK'' 2" �• �" J- 1/4'0 F.H.TAPCON WITH Y - /'f �.,1/4`0 TAPCON WITH I 1" PHILLIPS TRUSS HEAD IF APPLICABLE �� -EDG �,�- r ADVANCED TMREADFORM ADVANCED THREADFORM -Min. MACHINE SCREWS OF TECHNOLOGY w/ 1 1/2"Min. >;T. 2"MIN.- =+--2 MIN— PEN OF THREADED ICI IRI TECHNOLOGY W/ 1 1/2"Min. W/ 1/4'-20 NUTS � - ,L -. DECK IF J. PENETRATIONOF THREADED O 12"O.C. --2"INN.— ARU O ME)WIDTH OF W000 2z4 CONT. AREA O MIDWIDTH OF WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY--- PLATES PLATE pIATE. W/ I1/2'Min.PENETRATION OF THREADED AREA IWO WOOD DECK. (SEE SCHEDULE O SHEET 15) E0. ♦ SEE UM ATIONS OF USE OF (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE O SHEEP 15) nE 1�A ON SHEET 19 (X HV WALK—OVER INSTALLATION BY WALL SILL INSTALLATION WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone .IIIII(TIl //A 02020 TILTECO, INC. C2020 EASTERN METAL SUPPLY, INC. !r; _ .— BERTHA HHHHHHHHH f TM P ENg Accordion,Shutter System _ MEE c a „~�. KV. �E#1 W OR WIO RV. VVIID,9" N0.441 7 American Shutter Systems REV.N. DESCRIPTION DATE OPAWN GY: M.P * TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 DID n-,zz /6/202 DATE: 7/6/2.020 *'• 0353 N.W.56tN.St.,Ste.305.WRGINIA GARDENS,FLORIOA MIS 4268 West Roaa9 Drive Phom:(305)871-1330.Fax:(305)871-1531 z VsF DRAWING No mall:tlxacooaol.com West Palm Beach, FL 33407 ; %��p'• �'LOR� p.•'��a`� 9 CA-0106719 Phone: (800)432-2204 . Fax: (561)209-8380 4 ZO�169 F(C''•••.... ��.-�+T WAITER A TILLR 4,P.E. AArrigSSiONA,�L,tP SEAL/SIGNATURE/DATE FLORIDA Lic.j"167 a SHEET 20 END INSTALLATIONS (1 ) HV & 1 HV♦ BLADES INTO 2%4" MIN WOOD STUDS 2"i4'MIN. S- WOOD,STUDS..- 1/4••TAPCON NTH _ (AS APPLICABLE) \ / _ADVANCED THREAOFORM 2'X4'MIN.WOOD �.. ✓ 2'.i MIN. \ / TECHNOLOGY TW BULDEX `' STUDS MIN. REQ'D • ._WroOo SiuOs. ANCHORS O 6'O.C. j \ 2'v4'MIN.Woo 0 \ / (AS APPUCARLE) WALL W/I I/2'MIN.TMEADED 1 .. SUDS REO'D. \ / flNISH\ W/MIN. 1/ INTO STUDS OR \ ' • \ ; \ / • U �G'r W/MN. 1/2•THREADED I �• ( \v EXISTING GLASS- / { f PENETRADON To 1/2•COX ` ry \, E / \ {• PLYWOOD IF No STUDS EXIST. / ~ / f /FlMSN /-EXISTING GLASS J Z:EXISTINC GLASS E EQ\� j � \ ) 11 EXISIRIO OL�AS(5 w sEAYMRON t I 1/2"To QASwS NM.COXF T 7=E01l(A�IFLT ., ;i) -1n'MIN.COX - MN.L. PLYwOOO IMa PLYWOOD. !.Y ..; G-. �A $FRIAATXIN SS(SEEM9L soM TCN 1Ot 51fET 19 i�DR'ro SCHE UTO E ON SHFET HE (� PLYWOOD COX %y r SC➢IXE�rn(v9- eA06(Dd `-� (6063 T6)CONT. `_•WAll L I 11 FUR RAGE SCHEDULE ON 1/2. I I FVt RICE OdIU QJ� FIH6N /z'MN.COX FOAM It FOR SALE A/10 : ALUM.CLOSER 1 PLYM000.. M SHEETDES(19 FOR WALL / ' ON©1BFO / GN 9EET 19 FDR 1 •MIN. PUTS.(LOCATE /2' 9.1[ES©t Q/J) BVOES t i AT EITHER� Alel I Fllbll •af[1. BVDES�1 k of W=Ap anal��-r ._..1 'y 010r1/2'S.MS. ( e16 O.C. /10X1/2'S.MS-••� i --- (ow-mn 1 016 D.C. {,r I') In-sMs.m(�) 'Tw dF Mnc° L4 t / OR r.-_.. SEE DETAIL X FoR_) D°r-`n.TT°^ci�Mx ar�F 1 51DE CONNECTION J Ui OR SEE DETAILON x FOR-- T OR® TO TRACKS SEE DETAIL X MR I ^�^\J"O7•6O'L'Y"®^ SIDE CONNECTION 6 _A� SIDE CONNECTION f .�.,6.7•6 •o• »07•80.1�.®. TO TRACKSTO TRACKS �4 0- END CONNECTION DETAIL® END CONNECTION DETAIL® ENO CONNECTION DETAI Og END CONNECTION DETAIL EIUSTING GLASS 1/1'•TAPCON WTH 1/4'0 TAPCON WITH----..., FXISIINL •REOUIRED ONLY FOR SPANS GREATER 7NA11 12'-0' C=1':EO THREADFORM ADVANCm THRFi1DFOT6A �U7Ass I TECHNOLOGY TIN BURDEX TECHNOLOGY fiW BULppf T 2'X4'MN.WOOD ``NTH= 5 W/1 1/2'M" ANCHORS N/1 1/2'MIN Met seven om E T1IREMED PENETRATION THREADED PENETRATION I ♦ SEE LIMRAl10NS OF USE OF TO_ SN05 REO'D. i INTO STUDS a 12•o(SEE .c. INTO STUDS O 12'O.C. /f OX//2'SILS. MN.SEPARAnON 11 SCHENAX ON MEET „r� 1/2"MIN. ON /,.� 4 aA�Oa FaR ( l I l / OON SHEET 19 � \J _---- BLADE©A ON SHEET 19 © sOt� D ,/r Mei ti I µ Y —_-- _ 1 --- ---- _ 1©OR®OR@OR .fT ©OR@OR OR � � c ti• f• / ©OR@OR(gOR(5 VIEW STUDS REOD. NI Y(.®,�,^�•O O•O-®•®^:: .�L Au FINISH 2'N'MM.WOOD WALL •O•©•O 60'®•®^ RIM r/V'•®'©•�.©'©. ' -- FISH �.®^®.�.©•®• PLAN END CONNECTION DETAIL ® END CONNECTION DETAIL DETAIL it tilt�) FLORIDA BUILDING CODE h VelocityHurricane Zone) ®2020 71LTEC0, INC. 02020 EASTERN METAL SUPPLY,INC. ENS ✓,9 BERTHA HVTM 1 = /rILIECIDII... A, S�A� Accordion Shutter System 4A ' KV. aeoE w aR w Kv eLeoE • * "' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N9 *•• TE p DESDtsrrlaTt DATE tXu1Nt BY: 4.P S STA .• �f�� 6355 N.W.36tn.SL,SNI 305.NRGMM GARDENS,FLORI.3316 �s�CId�I�n9 Inc.IO 7 OLD 17-122 /6/202 DATE-- 7/6/2020 A•, Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 . e-mail;tat"o"IL"m West Palm Beach. FL 33407 DRAWING No c Phone: (800)432-2204 . Fax: (581)209-8380 + `T \C� WALTEA A TLLIT Jr.RE, ! �O�1 69 �SS,ON1A \`\\.�.E.SEAL/SIGNATURE/DATE FLORIDA uc.j 44167 6 SHEET • GENFRAI WAITATIONS AND CONDRIONS OF USE FOR BERTHA 1.MAX.A.S.O.DESIGN PRESSURE RATING:4110. - 110 P.s/. A IG • � (-f 51 I i 2 MAX.SHUTTER SPAN:96', 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6. 7:AS WELL AS MOUNTINGS M.O,T,U&w CN SHEETS 16& 17. I ( AO ALLOWED LARTENArM ORPPGR1N OF OP PNGMI S INCLUDED SIDE 4 5. (A)HV WINDOW BLADE 1O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ®e (5.0 HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP.EA END 0^++ (B)ON,CLEARANCE FROM TOP OR 00TfON EDGE OF HV WINDOW BLADE �,__ I OF ANY 3.0 HOLE FOR®SHALL BE 12'. MAX.5 WINDOWS - (C)FIRST OR L��1 DLADE COMRJG OUT FROM STARTERS AT ENDS MAY BE HV ALLOWED AT HY �i ^ WINDOW BLADE® WINDOW BLADE t7 (0)HV WINDOW BLADE 1©MUST BE USED ALTERNATE TO A SOLID W BLADE +O N THROUGHOUT SHUTTER-WIDTH. \ (E) MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. oIN 0 9 qx (F) POLYCARBONATE HV WINDOW 4n4 SHALL BE INSTALLED SO THK TABS FACE 33OI999ff THE INTERIOR OF THE OPENING 8IE(NG PROTECTED.HV WNDOW(44)MUST BE SEE END IS p ONLY INSTALLED AND LOCKED USING A IN SETIING TOOL PROM OCD BY ASSA. CONNECTION '//)O\ _ 6�A 4 1 INC. DETALS ON SHEETS , 4y FULL HEIGTYP HT. A'';SR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 75 d BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES . i P "I Ali g n + &z AswF)- I y!� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ! S"� CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABM). (gEE 8. MINIMUM SEPARATION TO CLASS SCHEDULE: iYP T�&FBBDrm4� ) D H SHUTTER SPAN MINIMUM SEPARATION EDUL: GLASS] —....._-.._....___.._...,._.. v�:u:.""c..WIDM—•--..._...�—.._..._..__ .... 96'Mox. 5' ELEVATION MN.SIPFIWXION TO CLASS EXISTING GLASS1 IMF ON�12 PoR&A%D NO ON THIS SHEET FOR BLI06 m& ---- ---------- _---_ WYI OUL�CENTERNATESO®�1"\ /L - I (awNee W 2 OR 5 AND —.— / ` /I W/0 (S NOTE 4 ABOI� `~PLAN ` TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE to SHUTTER* ---- N.T.S. FLORIDA BUILDING CODE (High Velocity_Hurricane Zone 11111U� ®2020 EASTERN METAL SUPPLY,INC. , (���,,,:11 r���,,,, A2D2D TILTECD, INC. BEWHA HV. A ice` A Accordion Shutter System I L41 r^;= c-, E C o 1 N c. ! ■ ■ ■ H.V. aADE#1 W/aR W RV.WNWN BLADE N 4 O' 7 American Shutter Systems REV.N• DESCRIPTION DATE DRAWN BY: M,P TILUT TESTING !c ENGINEERING COMPANY �-' Association.West load Inc. + OLD 17-+22 /6/202 DATE: 7/6/zo20 6]55 N.W.3aP.5+.,6+a.305.NRGMIA GAfmENS,FLORIDA3316 o. STATE P 'G!/� ( :( ) 426a West Roads Drive z DRAWING NO C�,�7W7 _( Phone: 303 71-1330.Faa 705 B]I-1531 Wesi Palm ©each, FL 33407 •-mail:6kec6719 om ! 169 �O �� C&00067t9 Phone: (800)432-2204 Fox: (561)209-8380 4 2U—'1 V�7 Fs �{ WALTEN A RLLR Jr.P.E. 4AYIIS1QNp �j E.SEAL/SIGNATURE/DATE FLORIw Lie./44167 ! SHEET Halal 619 OF 20 ;REQUIRED MINIMUM VARIES, INSTALLATIONS WZ C1, HV BLADE & HV CENTERMATES 6•. 1 1/2%0.035'THICK VARIES, s Min.G- AALV. GRADE 40 �-- INTO METAL STUD WALLS Min.c-eo cALv.STEEL W �_ �43b e e O' METAL STUDS 4 7 16•ox. N �� 40 41 0 e 6 C. ® 1 f4'a NOMINAL t GENERAL 11 QNS AND CONDITIONS OF USE ALUMINUM SIEVE FOR BER A 1 HV BLADE ACCORDION SHUTER 6063-TS ALLOY LREQUIRED MINIMUM 1-Min.�` 43a •IN�1; •i SYSTEM INSTALLATION TO METAL STUD WALLS 3/4%6 1/4•K 0.035•TN,cN Min.I!43c i e s•o.c.n I I T_--}- SEPARATION TO GLASS SCHEDULEn r--3.�' CONT.GALV.STEEL TRACK CRAINEL, ! � I I I Max. .....� ASM A-653 GRADE 40 Yin.G-60 I o 6-D.C.' „q�..• 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 ps.f. i GALVANIZED FASTENED TO STUDS c�.„J/ W/(2)I6.1/2•TEK SCREWS ON i (ExIsnNPGIFI� T a MINIMUM .I- ODERaR s EXTERIOR FACE I 2, MAX. SHUTTER SPAN: 84" SEPARATION ' + 1 MIN.SEPARATION I }�.l TO GLASS LENOiH ' p(ISTING CLASS--I _.._ TO GLASS -.--- I µ F M M (SEE SCHEDULE) �•...(� � 3. ALLOWED MOUNTING:�ON THIS SHEET. 3 1/4" 43 i J4 is-20X3 BOLT ..IXISTING FINISH O m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c 1 i AS APPLICABLE p WITH 21 AR GED A METRICAL LAYOUT. .REQUIRED MINIMUM j O 6.O.C. T I-1.373• 1 3/4%6 1/4•x 0.035-TACK 40 Min. Min. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE j c caAOLE TRACK +� INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF 01 2so I Dso GALVANIZED FASTENED TO STUDS I ,t `e 6.O.C. —I---...._1 CENTERMATE. �m w/(2)I6x1/2•TEK SCREWS ON I 'l 1• 1 j INTERIOR&EXTERIOR FACE ,y _ '�'n `1/4.0-20 THREADS o ;5 j 11* BLADE SLACK DETAIL HVF IS VALID ALSO FOR f wi 4S w K. -1,_r-•� O 1 �` t/?' f2J CENTERMATE 21 APPLICATION WITH BLADE 1O PRODUCTS FAB-LOK HD REQUIRED MINIMUM Jb y O 6�j �- 4 6•. 1 1/2'.0.035'THICK i vAR1Es- ` " O.C. Mi..ASTM A-653 GRADE 40 2'M4K COMPONENTS Mi.G-60 GALV.STEEL -1 MS WALL HEADER/SILL INSTALLATION ,._DOSTING FINISH AS APPLICABLE SCALE: 3/8•= t• METAL STUDS AT 16•D.C. `1 (TYP.TOP B BOTTOM) —� EXISTING CLA55— —— - -- _; — -- — -- 1 3 4•.6 i 4'.0.035•THICK Min. ( -_7— — .CONT.GALV.-652 STEEL TRACK CHANNEL. - - - - - ASTM A-653 GRADE 40 Min.G-60 SYMMETRYCAL 'GALVANIZED FASTENED TO STUDS N I I I I .. t :. 77777 `:' W/(2) J6.1/2•TEX SCREWS ON SYMMETRYCAL µN. sEPARAnoN VARIES 430 436 43c INTERIOR k EXTERIOR FACE ' CENTERMATES W1 I CENTERMATES W/ ro Goss z I (SEE SCHEDULE)' Mox. i ' EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDEI I:: �� ------- _._....----6•(TYP.)--- --- -' MN SO4PA"TO GLASS IN -f,- Ara SOV^TI0N TO CIAO IN w/wax I=Off 6•M,n. `w/CMDE LOCK W SDEDIAE) �-`j ----- --------------------------------- --------r-2 4 ------------------------- ------ -------- --- --------- -------- ------ -----_---- ------ --- t12 42 1 1 V/r 2� - Z i 21 , t ,�... rL� � `_•' � LOCA D AT 1 2 i IV HEADER/SILL ENDS ����� Y - VIEW (6"Min.) 24 I SIDE CONNECTION TO TRACK �' 3 t/4•(Typ.) _t --__ _'___..._.._7•—... - .....-.._ ...._6 1/2'MAX. SLACK (Cont.) -- 6 1/2•(TrPJ— RIDE SLACK DETAIL HVF k(� }jY� b FLORIDA BUILDING CODE (High Velocity Hurricane Zone oo L T;r 4 FFAxAAA ®2020 T%TECO,INC. C 2020 EASTERN METAL SUPPLY,INC. ✓q A S S A BERTHA HVTM S ��CENs IL E e a rN�. , Accordion Shutter System 1,1 /, 1 T i H.v. BLADE 1 W oR W/0 RV, WNDOW BLADE INO•Y* American Shutter Systems W.K. DESCRIPTION DATE DMWN V Y.P 55 N.W.TESTING . ENGINEERING COMPANY Association. Inc. 1 OLD v-1zz /6/zoz DATE: 7/e/2020 e]53 N.R J:( St.,Sb.3a5,V. Fax GARDENS.1_I5FLORIDA JJI6 4268 West Roods Drive z $ Z��� Phone (305)671-153o Fax:(305)671-1531 DRAWING NO 6—mall: ao m West Palm Beach,FL 33407 3 G-0006719 Phone: -2204 Fax: (561)209- 38 —16 w A TLLR P.E. 4 A SEAL/SIGNATURE/DATE FLOREA lic./44167 + SHEET 2o 9 6 20 of 2o