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HomeMy WebLinkAboutProduct Approval ' RECEIVED ri SEP 261010 Gate Permitting Deportment HURRICANE SHUTTERS, INC. St, Lucie County PANELS • ACCORDIONS • BAHAMAS COLONIALS • ROLL UPS Property Information Building Information Owner: James Morrissey Wind Zone: 170 MPH. Address: 1648 NW Sweetbay Circle Exposure Category: B Palm City,FL 34990 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 92 82 7 27.8 -30.5 2 Int 94 50 7 28.8 -31.4 3 Int 23.75 82 7 30.3 -32.9 4 Int 49.75 78 7 29.2 -31.8 5 Int 101.75 78 7 27.7 -30.4 6 Int 85.5 57 7 28.7 -31.3 7 Int 43.25 30 7 31.2 -33.8 8 Int 36.75 67 7 30.1 -32.7 9 Int 43.25 66 7 29.8 -32.4 10 Int 43.25 66 7 29.8 -32.4 11 Int 69.25 66 7 28.8 -31.5 12 ---Int 104 --_---------- 168 - --- 7 26.1 -28.8 13 Int 104 168 7 26.1 -28.8 14 Int 80 152 7 26.8 -29.5 15 Int 85.5 66 7 28.4 -31.0 16 Int 85.5 66 7 28.4 -31.0 17 Int 40 66 7 29.9 -32.6, 18 Int 69.25 66 7 28.8 -31.5 19 Int 43.25 66 7 29.8 -32.4 20 Int 43.25 66 7 29.8 -32.4 21 Int 3025 30 7 31.2 -33.8 22 Int 85.5 54 7 28.8 -31.4 23 Int 27 82 7 30.3 -32.9 24 Int _- -- 49.75 -_- 82 7 29.1 - ----- -31.7 25 Int 23.75 82 7 30.3 -32.9 FLE CO `'V Page 1 of 2 () &JeForce HURRICANE SHUTTERS, INC. PANELS • ACCORDIONS • BAHAMAS • COLONIALS • ROLL UPS Property Information Building Information Owner: James Morrissey Wind Zone: 170 MPH. Address: 1648 NW Sweetbay Circle Exposure Category: B • Palm City,FL 34990 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 26 Int 85.5 46 7 29.1 -31.8 27 Int 85.5 46 7 29.1 -31.8 28 Int 38 50 7 30.6 -33.2 29 Int 49.75 82 7 29.1 -31.7 • • Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 2 of 2 - " -- .-Opening' 1. Bertha High Velocity Accordion (FRONT DOOR) 2. .050 Aluminum Panel(H) (FRONT DOOR top) 3. Bertha High Velocity Accordion (front right door) 4. Bertha High Velocity Accordion (front right door) , 5.°Bertha High Velocity Accordion 11 10 (front right door) 16 15 (1111 6.,Bertha High Velocity Accordion ,' ` (front right window) - - 7. Bertha High Velocity Accordion 2` 9 -(front right window top) —• _ 8. Bertha High Velocity Accordion. 27 29 (right side) 9. Bertha High Velocity Accordion — (right side) 1728 14 10. Bertha High Velocity Accordion 19 18 — 13 12 (right side) — 11.-Bertha High Velocity Accordion (back left side) 20 12. Roll Down • (back 1porch slider) 13. Roll Down (back 1porch slider) — 14. Roll Down (back portch slider) 21 . 15. Bertha High Velocity Accordion. - 2 8 (back fix glass) = \ 16. Bertha High Velocity Accordion — (back fix glass) 25 1 3 01 U 17. Bertha High Velocity Accordion I 9+ '- p (back right window) 22 a) V t� 18. Bertha(wHigh Velocity Accordion . — N >M 19. Bertha High Velocity Accordion ow) •L J (left corner) 23 24 O N LL. 20. Bertha High Velocity Accordion _ 2 3 (left corner) —1 N (/) V 21. Bertha High Velocity Accordion 4 C (left port window) _ E 7 22. Bertha High Velocity Accordion z CO (left side window) 0 ") dd' d 23. Bertha High Velocity Accordion 5 6 CO (left corner) T 24. Bertha High Velocity Accordion H 1-1 I— (left corner) 25. Bertha High Velocity Accordion COPYRIGHT E-TEMPEST.COM (left corner) • SCALE: NOT TO SCALE 26. Bertha High.Velocity Accordion DATE: (back fix glass top) Sep 24,2018 27. Bertha High Velocity Accordion PAGE DESCRIPTION: (back fix glass top) - - 28. .050 Aluminum Panel(H) - Site Plan PAGE: OF - (back right window top) 1 29. Bertha High Velocity Accordion : (Back Patio Cabana Door) Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 1648 NW Sweetbay Circle, Palm City, FL 34990 Type of Structure: PERMIT#: - Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header Type Manufacturer Approval Width Height Width Height Bars Req. Spacing Reinf.Req 26. Accordion ASSA FBC 76 40 85.5 46 12" No 27. Accordion ASSA FBC 76 40 85.5 • 46 12" No • 28. Panels EMS FBC • 32 . 40 38 50 •12" No 29. Accordion ASSA FBC 42 76 49.75 82 12" No Florida Building Code Online Page 3 of 3 Credit Card Safe securityM LTRlcs' • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2Wo2ftCOhpJQ... 3/24/2018 1 L ECo IN TILLIT TESTING & ENGINEERING.COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com PRODUCT EVALUATION REPORTFL FL P.E.License E.B.License No.0000 719 REPORT NO.: 17-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade#1 and 2 and HV Window Blade 1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth 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.): �'O4iiii////ao,„, Drawing No. 17-102 (revises drawing # 15-07o�4i),.titled• 1JAA H.V. ACCORDION SHUTTER SYSTEM", sheets 1 ';r'o .2��:61p _r 15A and 28A of 28, prepared by Tilteco, Inc.; signed and,$thru`��ea ed INg• r 1.-Taut, Jr., P.E.; dated 07/26/17. This drawing is an integral part qf ir # , `.`c:4 STATE OF . _�h .'...f � t} • Tl 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone: (305) 871-1530-Fax: (305) 871-1531 Florida Building Code Online Page 1 of 3 x s Business & Pre fe sianat Regulation ;w ' Y� ' m .y a..uiC,Ek., r.v._a� rdioo-i o - r.pB,,...y Y.f,.�t .,r,.. . BCIS Home I• Log In I User Registration j Hot Topics I Submit Surcharge I Stats&Facts 1 Publications I FBC Staff•( BCIS Site Map I Links l Search i dRto —''USER PunucAPProval erP'''' Product Approval Menu>Product or Application Search>Application List>Application Detail xat'aoEol`TFW FL# FL1850-R11 d saritu t F Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems,Association,Inc. Address/Phone/Email 4268 Westroads Drive. West Palm Beach,FL 33407 ' (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. g Validation Checklist-Hardcopy Received Certificate of Independence FL1850 Rif COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2Wo2ftCOhpJQ... 3/24/2018 L ,, Florida Building Code Online Page 2 of 3 • Product Approval Method Method 1 Option D • Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 • Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and • (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA NV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 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 Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg#17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA NV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for NV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REPORT.PDF and 8'-0"for 110 psf.for HV1 and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. .. INext! • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 Departmentwithan email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click ere Product Approval Accepts: p1 IC 0 • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2Wo2ftCOhpJQ... 3/24/2018 PRODUCT EVALUATION REPORT NO.17-0726.07 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0214.01-03, 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL reports # 1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner, P.E:;# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem, P.E. per Protocol TAS 201, 202 and 203.and completed with ATL Report # 0317.02-06, dated on 05/23/06 signed and sealed by William Mehner, P.E. also per Protocols TAS 201, 202 and 203. Large missile impact & cyclic loading under protocols TAS 201 & 203, Test reports prepared by American Testing Lab (ATL) of South Florida, Report No. 0609.01-10, dated June 17, 2010, signed and sealed by Julio E. Gonzales, P.E., report No. 0210.01-11, dated 02/22/2011, signed and sealed by Henry Hattem, P.E. Tensile tests as per QC Metallurgical Report N6.3DM-388 and No. 5JM-1022, dated May 20, 2003 and November 16, 2005, respectively; signed and sealed by Frank E. Grate Jr., P.E.,. as per ASTM E-8, as well as Reports No.10FM-718, dated June 22, 2010, and Report No. 11 CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate.Jr. P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05, dated April 22 thru June 15, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Tensile test as per QC Metallurgical Report No. 5FM-578, dated 7/6/2005;,signed and sealed by Frank Grate, P.E., as per ASTM E 8. For HV Window Blade 1A Large missile impact and cyclic loading under TAS 201 and 203 Protocols, as per section 1626 of the Florida 'Building Code. Uniform Static loadeAD,accordance with Protocol TAS 202 per section 1626Protocols TA -01 2 • egt reports prepared by American Testing Lab of South Florida,AfpOr?, I +T 08, and No. 0725.01-08 (Addendum), dated 07/19/08 and 08/29708; es:. ti , signed and sealed by William R. Mehner, P.E., and Henry Ha ten a.E fs7 .. ��9'0�.�wveoFOifPr PRODUCT EVALUATION REPORT NO. 17-0726.07 3 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. 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 21, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics 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 Product Approval, addressing Fire. 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., dated July 31, 2006, May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting 11, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), Drawing No. 17-102. Maximum Anchor Spacing for HV Blade 1 shall be as indicated on sheets 13, 14, 15, 16, 17 &28A and 17 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Maximum Shutter span for HV Blade 2 shall be as in�jcated of Product ersr ei Evaluation Document (P.E.D.), drawing No. 17-102. ya frtter span for HV Blade 2 shall be as indicated on sheet 25 ga � rq � taluation Document (P.E.D.), drawing # 17-102. Maximun ` 't OkRir.',y+ gs` flbe as indicated on sheet 26 of 28 of Product Evaluatii Docu ent (P. .D's), droving 11'0. 44167 t�V` ie °a PRODUCT EVALUATION REPORT NO.17-0726.07 4 17-102. Maximum shutter span and anchor spacing shall be as indicated on seedrawing sheet 28 of No. 17-102. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheet 5 of 28, note 10 on sheet 1 and 28 & sheet 28A and note 10 on sheet 1 of 28 of Product Evaluation Document(P.E.D.), drawing No. 17-102. For HV Blade 2 shall be performed strictly in accordance with details indicated on sheets 21, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), drawing # 17-102. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28 and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. The HV Blade working in unison with HV Blade 1A shall be performed strictly in accordance with Limitations included on sheet 28 of drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6,7,18 and 19 of drawing 17-102. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 17 and 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Anchor specifications for HV Blade.2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document (P.E.D.), drawing# 17-102. po�es�i�isroo�,oJ A. `qo � o • • 9V®, 44167 s et OF ,= %LOW .• PRODUCT EVALUATION REPORT NO. 17-0726.07 5 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 28, of Product Evaluation Document (P.E.D.), Drawing No. 17-102 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 and metal stud walls under the Maximum Span and Maximum Design Load limitations indicated on this drawing, as applicable. 7.4 Limitation of use for Blade HV1 used in unison with Blade HV 1A shall be as per sheet 28 of 28 of drawing No. 17-102. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). eloWk o`Oa1o�t, \c,ENse•• "V • i No. 44167 * � * vT -r�i �yss/0NAL �� °'°. • • • • GENERAL NOTES: • I. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.0.0.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EOmON) OF THE FLORIDA BUILDING CODE. TABLE OIC CONTENTS ONTENTS _ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL L7 BE INSTALLED WITH A DIRECTIONAUTY FACTOR 10-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28&28A. AREA 1: HV BLADES Q AA &(21 IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-I0 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25.26, 28&28A. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS 0101 USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 • REPORTS: • TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADE10#0214.01-03, #0715.01-03,#1004.01-05, #1214.01-05. #0317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS. • AREA-HV WINDOW BLADE ®#0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-O8.AS PER TAS 202 PROTOCOL. AREA 2: HV BLADE n AND HV WINDOW BLADE (WHERE APPLICABLE) -HV BLADE 0#0422.01-05 ASS���PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. _ TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLASE®AND IN BLADE®RE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L,CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MW.SEPARATION TO GLASS.DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTEIRMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADE®AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3. BERTHA H.V.ACCORDION PINS(NV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#1452.75 AND# 14X1.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 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 ANCHOR SCHEDULE- CONCRETE SHEET 13 APPROVED COATING APPUCATORS,REGISTERED WITH AMEWCAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE IN MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE SHEET 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 16A ANCHOR SCHEDULE- WOOD 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 90 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- WOOD SHEET 17 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 13,14,15,15A18,17&28A END CONNECTION DETAILS 7-12 & X, WOOD SHEET 20 HV BLADE Q :26. • • . HV BLADE©&® WORKING IN UNISON: 13. 14& 16 AREA 3: HV BLADE()ONLY • 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-CO, CONCRETE SHEET 22 9. IT SHALT.BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO CENTERMATE DETAILS HD SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. END CONNECTION DETAILS 1-6&X,CONCRETE/BLOCK SHEET 24 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE (ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE 5: HV WINDOW BLADE()ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A (c)THIS KED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 THIS DRAWING'SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE PROPER USE OF THE RED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA DRAWINGS FOR REVIEW. .{��"'� - (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P9F, ION 1,,cn li _ER OF RECORD THAT PREPARED IT. sill." 1i �j_ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) h0..�� •EN •% C �' ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. yzh, .....��c sF •..5 BERTHA HVTM t`c -4416 ; 1 /iILIEc 0 mc.E:. ` A ■S.S■A. Accordion Shutter System Iii 1.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. 3 TILLIT TESTING & ENGINEERING COMPANY y p0'�� 1 �`cf 66 Association, Inc. t OLD 1s D7e a7/2s/1i DATE: o7/zs/n_ i O ,N 6355 NW.36th.SM.Ste.305.VIRGINIA WIDENS.FLORIDA 3316E Xt•. (l •'•OA 161 Phone (305)671-1530.Fox:(305)871-I531 4268 West Roods Dave 2 S LL s-mw:UllocoOaaI.cato Vlest Palm Beaeh, FL 33407 ] DRAWING No .SS/ONAV- di 1 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-838017-102 ��� /IIT WALTER A.TILER Jr.P.E. 4 P.E.SFt�M/S(6N'ATURE/DATE FLORIDA Us.#44167 5 SHEET 6 1 OF 28 • • • •, 3'0 FOR WWDOW 9VOE© 'I 6 H VARIES' 91:' 1 3 5.731,. CI 0-0"0678 �a•. id o • o Max. ; a' 4 O o 0 J 'rN Mini 1 0 6 P334. I ' a4 4* iol• i�____-__ .� $' .090 - 4.371 ) 4' p!1.7 4.371 '• 11 .11 a •-_.Cl 4.857" l� 4.857 _ �� O. 4' 0 HV SOLID BLADE 3 6• I \� Q5 HV 90'/180• STARTER , COVE D UNDER US PATENT.# 5458179 ®HV BLADE ®HV UNIVERSAL FLOATER - QUALIFIED0aR USE WI HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE®&02 ®HV DIRECT MOUNT HV BIADE�1 &US 6005-T5 ALLOY AND TEMPER 6005-15 ALLOY AND TEMPER 6063-T6 ALLOY AAD TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 28QUALIFIED FOD�USE W/ HV ' 6063-16 ALLOY AND TEMPER BLADE(1)&4 lir .73_y r �� A670"3.556• - 1.500" 6063-T6 ALL® AND EMPER .24'' 1 670. H I °�!°• IiF 2.:7." �- 2.226" el IIIILML_I .984• v) ... 1., ----1 filii, •:. 111A11111iI 0072" II 0.072 nI , ' I 3.226' 12' 1,375' O7 HV ADJ. ADAPTER W/LIP ®HV ADJ. FLOOR TRACK QUALIFIED FOR USE WI HV ®HV WALK-OVER TRACK .920 ) I' BLADE®& 20 QUALIFIED F7)USE W/ HV O9 HV TRENCH TRACK QUALIFIED FO USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 &02 BLADE 11& 20 6063-16 ALL® AND TEMPER QUALIFIED FOR SE W/ HV • 6063-16 ALLOY AND TEMPER BLADE®&L2 ONLY. 1@C HV RAINGUARD 11 VARIES . 1,936" 6063-76 ALLOY AND TEMPER QUALIFIED FO USE WI HV 1.917• 0T 1' 1..1.• all BLADE 1)&02 083" 083' . VARIES 1.936" 6063-T6 ALLOY AND TEMPER .„,..,T, .2 pr• .083' $,� •083' .093"of 0 111 v, .093" aill. O ;SIM" __ 8 n 670'ip 'v .0.3' 140' 7y_ 1.686' o py7 0� q 1 $..t... 1 LJ A 630 J.5.!' 3.529" '1'r _To 1 11 HV CEILING HEADER - ?X' '� 0 LIFIED FOR USE WI HV BLADE(10 ONLY, Ca HV HEADER/SIL` 13 HD CEILING HEADER/SILL _ 3.581• SEE SECTIONS FOR VALIDITY" QUALIFIED FOR USE W/ HV BLADE®ONLY 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE WI HV BLADE® 14 HD WALL HEADER/SILL 0 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ NV QUALIFIED FOR USE WI HV BLADEO&1 2 _ -6063-T6 ALLOY AND TEMPER BLADE®ONLY. 6063-16 ALLOY AND TEMPER . 6063-T6 ALLOY AND TEMPER COMPONENT A B TI T2 BLADEX Y t MN X MN.Y MN.L fL ]UAUFlcO 111 Y 2" 2" 0.125' 1" 1" 0.062• 2' S'MAX. 1 8 1 B HV 1 Cr 17 I / /" O _ { 3" 3" 0.090" . t 16 SIDE ANGLES 1e 2' 5"MAX. 0.192" 0.192" NVQ x QUALIFIED FOR USE WI HV ALUMINUM ANGLES 1s 2.5" r MAX.I0.190.10.190• NV® 20 CORNER POSTS BLADE 10&Q I QUALIFlED FOR USE WI HV - - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV • BLADE®&0 BLADE (SEE SCHEDULE) 6063-76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPE?8��A.1.1L��T�� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ttt ✓ i 02017 11LTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. ,���P;:���ENSF �'= BERTHA HVTM • 48167 `. A S S Accordion Shutter System . 1 .f. ------ - /_IILIECOINC. \ ■ ■ ■ ■ H.V.BLADE 81 W/OR W/O H.V.WINDOW BLADE&N.V.BLADE 12 � American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. • .p'•,• ``5 TICCIT TESTING & ENGINEERING COMPANY Association,'Inc. I OLD 15-079 07/26/17 DATE: 07/28/17 %...S:\ '/ 8355 N.W.361h.St.,SW.305.VIRGINIA OARDMS,FLORIDA 33166 On..'. '':Ni.-• %1 • Phone:(305)1371-1530.Fax:(305)571-1531 4268 West Roads Drive 1 DRAINING No a-marl:16toeooaal.com West Palm Beach, FL 33407 LS/ONA�� E8-0008718 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 S i 7771 WALTER A.TILLIT Jr.P.E. . . P.E.Sarattf4A'HIRE/DATE FLORIDA Lie.8 44167 5 SHEET 6 - 2 OF 28 4..:.' 929' 4.5 6' 1/4'-20.1/' I/4'-20 ,IE EAST 745' _.283' FEAT HEAD THREADED MOUSING ENAMEL' 745' LA 0.34' 1/4'-20 2.293' (2 DP.. BAKED PAINTED Re°. _ �� ', (2 lYPJ 'o eine HOUS ENAMEL I � a1a. ■I f 03,0 m m Z'Z''I •mMIBAKED PAIN1ED C /, _' / a (� p _ .■���;® n S.'" GRE55 TUAN 4��.06Z' g ^I /180�1 m I.1 moi, ■.rig1 KNOB. WJi ® ogti �Y MC .318 8� mI �i'I T4 �-' �� • a4 �.4.. i o BRASS CYLINDER or 60455 CYLINDER 0�• J 0-454. i, IIIIIII4: d 'a , pPLATED)&KEYS(CHROME (CHROME PLATED) 21 HV CENTERMATE °7s, M. "Mil- " <� I ! q OHV FLOATING CENTERMAT y>o ®J-IV LOCK J HV EGRESS LOCK QUALIFIED FOR USE ALLOY HV BLADE 1O& 1A ONLY 1P a• �� .875' QUALIFIED FOR USE W/ NV QUALIFIED OR USE W/ -IV 6063-T6 AND TEMPER QUA IED FOR USE W/ HV BLADE 1 & ONLY ?' 6063-T6 ALLOY AND TEMPER 2BLADE O1 & !✓P ONLY. BLADE 1 & ®ONLY. V JiY CORNER CENTERM•TE Q ALIFlED FOR USE W/ HV BLADE ONLY 250'0.D. 2•' a' 6063-T6 ALLOY AND TEMPERIlr. it, 18' PLASTIC HEAD .._.,...., • 4.045• . 2' MOLDED TO NR4 SCRLY! ��I 1.Ixlq'J-- O— m �+ ' �r,.n. MI nb 60'AFTER RIVETING • n - C .��OL.Os c IIE 1/4"A-20 cY�7x 3/4M BEFORE' RIVETING n_i_t___\.H-'1.::\i-s, "' _ p " I. S.S. THUMBSCREW t/4 0-20 RIVNUT* P '� m, m '�0e I1. ! *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 9790 I I 2.790' I woo. __ _�.: MI SHEET INSERT,PMT B 0820,AS MANUFACTURED BY AVOEL PLAIT 'T FRONT ELEVATION 'E.� HV MALE "T" LOCK CENTERMATE - - -1 CHERRY TEXTERN,PARSIR1ENr,NEW JERSEY 07054 OR EQUAL 2g7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE tOONLY 2� HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY QUALIFIED FOR USE WI HV BLADE )ONLY W/HV BLADE 1Q ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPETTtt'' 1.917 1.91' 11111111 •. 'n u 3.161 1 . ' c TT �a M`'-5 U .7 .063' MURDER OR .214. - - .063 .062' n 11% ,' ' KEY CYLINDER --0 -'2 ,214' m . . L.FEL - L._._..—]-� IL��UIII .545' Ii 0.875'Min. nl .40 n R a r m 1 .125'Max. 31 HD CENTERMATE W/ NO CIC NG D g HD CENTERMATE W/ LOCKING_J4OO e u O 0 0 QUALIFIED FOR USE W/ HV BLADE 1 ®& 2 QUALIFIED FOR USE W/ HV BLADE 1 (1A�& 2 _ 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3 }ID CENTERMATE'S INSERT 804' VARIES t2'MIN. QUALIFIED FOR USE W/ HV BLADE 1O, 1A &Q B1_-II tt 0• 6063-T6 ALLOY AND TEMPER l .�` THUMBTURN 1/4'H2O- S.S.OR 3/8'0-16. t1/2• Pp ACETAL THUMBSCREWS. CYLINDER • (SEE DETAINS) ® DO OR KEY - ■ _t15 ' ; 1.57 Min CYLINDER'411.78'Mao. § ® LOCKING ROD S •' 375•a L1/4-0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 1O& 20 © HV 3/8"0-1 6 ACETAL 7 HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS ERNES S.S. THUMBSCREW QUALIFIED FOR USE W/ HV BLADE0, @&O DI5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUAUFlED FOR USE A'I/,,�,BIADE 1Q&Q QUALIFIED FOR USE WI HV BLADE 1 & LLED AT TRACKS FOR PROPER EMBEDMENT I FII,F - FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �$0.. •',AwivEN8F`al„,--.2. 'Q s 02017 TILTECO,INC.(ENGINEERING) ®201V. BERTHASUPPLY, HVDA • *, /_IILIECOiNC. \ A■S.S■A■ Accordion ShutterSystem • IH.V.BLADE j1 W/OR W/0 H.V.WINDOW BLADE&H,V.BLADE#2 ' N American Shutter Systems REV,Ne DESCRIPTION DATE DRAWN BY: LC. ,0 ,��TLTF-OF �', TILUT TESTING & ENGINEERING COMPANY Association Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 ,�ee11 I%'L"J R., ,� 6355 N.W.39N.St,Ste.303,NRCIMA GARD049 FLpCw 33166 •1. 0 F4QR`QP••� 1, Phone:(305)871-1530.Fax 1(305)071-1531 4268 West Roads Drive V t AC 114 a-mall:URccoocol.com West Palm Beach, FL 33407 3 - DRAWING No '%'5 IoNA�tT'1 WALTER A0U1TI Jr.P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 P.E.Stf(C/20/0dRe/DATE FLORIDA Uc.g 44167 3 SHEET e 3 OF 28 • • 3/8'0 38 ! SHUTTER ASSEMBLY SCHEDULE FOR QL_JII HV 10, HV 1(Al AND HV 2 BLADES. 1111 1II1 - \ 10 HV BLADE 1 '' t i1� • F M 11 I1 • ,�a� N 3 1 ) HV BLADE 1A N oh,,, • I N 2O HV BLADE 2 Q® or P L •.i j-,a o ) 38 HV LONG RECESSED NYLON BUSHING.. 43 rit . • 315'0 0 HV SHORT RECESSED NYLON BUSHING 1111 I 8 EXTERIOR 40 HV NYLON HAT WASHER �I 47ro 41 HV WHEEL CARRIAGE AISI 302-303 SERIES , ® a $ ��,=� �O 0.870"x3/16° THICK NYLON WHEEL. 3gnfi �® • 0.188"0 AISI 302 SERIES S.S. RIVETS lag or E1 1� (SEE©TE FOR® ! 1HHH' i I ' REQUIREMENTS) I Q® or© i 4© HV 1 3/4" ACCORDION PIN W/ #8 HEAD * I I i I I ! 143 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * til II!! x ^�, r EXTERIOR a� Y I ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I Q® ort 1 1 • (SEE SHEET 27) I I - 38 VI 38 • ' >Y PIN EQUI ENTS AT EXTERIOR BLADE KNUCKLE FOR TYPICAL SHUTTER ASSEMBLY • 11 OP km 11 NV V k 111/(2)R1 g, is HV PIN 4 OR 4 AT SCALE: 3/8" m 1" EXTERIOR (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR p BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/NV 10 OR 00.324' 5. (SEE NOTE *-FOR ' HV(3 BLADE. .048" '1 .1 REQUIREMENTS) -1r(2) HV PIN®MAY BE USED IN UEU OF®AND ONLY AT • EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV® • BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC'AND DD', '8�, I . SHEET 22. • I SHALL BEN USED FOOR®IRECT MOUNT INSTIALLATIONKPER DETAIL X, WHEEL CARRIAGE DETAIL 11:21ASSEMBLY LAYOUT SHEETS 11 & 24. N.T.S. N.T.S. ' - 11,,.si?A.TIL j�'- FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 11 �Sr:— ®2017 1ILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. 11�P:•��C,ENSF''.`�7 BERTHA HVA+ N /=•577,.. ` A■S.S■A, Accordion Shutter System *-1.--* ? H.V.BLADE 91 W/OR W/0 RV.WINDOW BLADE&H.V.BLADE 92/ � TILUT & COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. •13.• F Association, Inc. I OLD 15-070 07/26/17 DATE: o7/2e/n �8TI N.W.TESTING Ste.305.ENGINEERING OM0015.FLORIDA]]166 •...,.:130% 0•• Ft Q` V Phone:(30s 4268 West Roads Drive .0 OR{D, '� 1� )871-1530.Fax:(305)871-1331 3 DRAWING No et �� 0 o-mall:t6tecoaccl,ccm West Palm Beach, FL 33407 ss/ �a 1t1 EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17—t02 `•, ONAI. r WALTER A.0067 Jr.P.E. P.E.SEM/FJGAIAR1RE TE FLORIDA Uc.#44157 • 5 SHEET 6 4 OF 28 • �, �, �°^ T ®r.8 *NOTES ON HV LOCKS AND CENTERMATES: A 0 `J' a •� � 7.MANDATORY CONDITION 41.ONE HV LOCK�; or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �''E:l u N u s • ®�°"�•`L:' OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTAL TIONS T ANY 1 / `L:' ELEVATION. HV LOCK qi or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR _ \ .15,- _ _ I IIIIIIIIIIIIIIIIII1!11 CENTERMATES W/(2) 1/4`0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON T IIIIII!— TYPICAL SHUTTER ELEVATION. OoR®m ` JII� c16 a •nom. Ilf dA'� I 2. LlftJCE MANDATORY CONDR10t O ALTERNATE T) MANSTORY CONDRION Q1 AIJD QALY FOR ' CCF77! LOCKING RODS Q.9 AT TOP & BOTTOM SHALL BE USE FOR ANY SPAN AND IN ALLATI AT ANY ELEVATION. 1 �' HV LOCK OR® SHALL BE ATTACHED TO OR CENTERMATES VI/ SAME SPECIFICATIONS AS PER �J „pp_ a MANDATORY CONDITION (J7. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL H vy , SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. gl P —g4 pR 51so4o4 oR() ' ° 3. OPRO CONOfRON!1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV �^• -- LOCKS OR Q6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES V �33p OR 7 SHALL BE AS INDICATED ON NOTE (1)ABOVE.C •4•. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUI1tit ELEVATION. grn kl- EE ( CY o s `ry 4. • I..: •.r11•. - A: I •. ,l,R ..:.I:V:4 g4.III1. 1: .,11711 ....1. 4:4 •.1114. ai Hoch Nv� =;s i?- IS USED W/IWO H.V. LOCKSI• LOCKING RODS '' ARE NOT REQUIRED AT URRICANE POSITION, BUT NAY �/ S ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO'MANCE. LOCKING RODS! OR AN ALTERNATIVE DEVICE I'3$•h..B s MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). O1 1 oinig2 1, 5. MANDATORY •CONDITION /2: ONE HV LOCK 18 8 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 7f 7II� . AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or J SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, /^ H AVD- ATTACHED TO CORNER CENTERMATE W/(2) 1/ 0-20 x 1/2'LONG FLAT HEAD SS. M.S. TWO LOCKING RODS 1g ( ) 1is3� :s AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 / clla.,g MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 0 6. ALTERNATE ALTERNATE TO MANDATORY ON0IT1ON 41 VALID ONLY FOR HV LOCK QQ��®W SYMMETRICAL CENTFRMATFS�I 11 II l INSTALLATIONS AT TELEVATION.AL NATE LOCK S® MAY BE USED AS AN-INSIDE OR OOUTSIDE SLOCK. ATTACHMENT - 1 _ �`� OF 1/4'0-2003/4"S.S.THUMBSCREW TO 6 OR g CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. SEE END r RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION /� LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS ON D� F� E H L Iuia P O� ^ V ©• n n SHEET 11 TYP. v *NOTES ON HV T LOCKS AND CENTERMATES: FULL HEIGHT. 1. Ill.I . I*:..I o ,..I: •L4 •.•III. . I •.. a.: .1 ••Y, .. - I 0.110:...1.4. I :.I I OF CORNER �, ONE ALTERNATE HV'T" LOCK 41; MAY BE INSJALLED IN LIEU OF HV LOCKS 6 OR FOR ANY SPAN AND 016lum'D w. CENTERMATE INSTALLATIO AT ANY ELEVATION. ALT 'NATE LOCK pO Y BE USED AS AN INSIDE OR OU IDE LOCK. ATTACHMENT g,.04.0.0..00.0.0. OF LOCK t® INCLUDES USING REINFORCING LOCKE 1 AS SHOWN ON SECTION WC, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES J AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8"0 x 3/32' 10•O°R 17l7)•LJo1©•C50E • WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4'0x 5/8" RNNUT. LOCK MAY BE M4STAI.LEO AT MIDSPAN OR 12' LJ � MAXIMUM ABOVEAND BELOW MIDSPAN. USE OF TWO LOCKING RODS g TOP AND BOTOM IS MANDATORY. 0'Oon0• O�®•O°R *NOTES ON HH LOCKS S CENTERMATES: W/p.: ONE HOL W/IA COROALATES(3_ OR(3�!_W/(33 : ONE ALTERNATE'HD LOCK33 MAYBE USED IN UEU OF ®•�:J w o1 oR @I.• 13 m 7 9•@O1® HV LOCKS 23`OR(F5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 34 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK V TO l IS W/3 0o 3/8'F.H.S.S.M.S.,AND INCLUDES TYPICAL C1) HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT Se AS SHOWN ON SECTIONS HOD-HV AND DC-WC, SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12`MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL N.T.S. 111�:\>0.71 4.'' ��� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) t��P�� EN ✓�i 02017 11LTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. . � SF' ,• - BERTHA HVTM i No.44167 : /: 1..: ` A S S A Accordion Shutter System *y fit• L E 0I N e. A. ■ ■ ■ d,V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 • • , American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. - 'y r• A1, TILLIT TESTING & ENGINEERING COMPANY ":5..-071 ti •a94 6155 N.W.36th.sl..Ste.305.HRcwu GARDENS.FLORIDA 32160 Association, Inc. • 1 OLD 1s-o79 07/26/17 DATE o7/zfi/n dr 0#911.7.29.1. • ` ttt Phone (305)871-1530.Foe (365)871-1531 4268 West Roads Drive 2 ( ( ) West Polm Beach, FL 33407 DRAWING No .11 a-maa;l�lleco0°ol.c°m 3 6'670 t'‘‘ Ee-00as719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 S�� 11r- WALTER A TWT Jr.Pl. P.E.SEt7SPGYII�TURE/DATE FLORIDA 130.®44167 6 5 SHEET OF 28 • POURED CONCRETE POURED • OR CONCRETE BLOCK POURED CONCRETE REQUIRED ::/ '11-20;3/4•S.S.CONCRETE\ REQUIRED CONCRETE ANCHORS I CONCRETE ANCHORSCHINESC EWSREQUIRED r-- 1, SEE SCHEDULE ON I /% / r - (SEE SCHEDULES ON I/4'-20 ,l; CONCRETE ANCHORS / - ,/ / SHEET 13) i / SHEETS 13& 15A) NUTS O 12.O.c. / / / (SEE SCHEDULE ON SHEET 13) f % 1' , ,% i 1• , r / /(_ ® 0 I,/ / / L11n. 1/4'o-2ox3/a'ss. Min. �I• oR14 i i•/ ,,. --!- _ ®OR 18 EO E• MACHINE SCREWS .ir • •-E0 0— f' r •: USING 1/4.-20 NUTS E-'--- lid E.D.• ' �II� hil .250•Max, r _ ,V Vhil/• . i 1111 ►r r l I1!� E:D.�.' Ti.,,. -� , .250' / E. D. �j,/ �^ I!!��� .250•Max.Mi. . E'�// \ �.: 1 1. ) Max. i%/ / OPTIONAL / ,ir OPTIONAL 1 1 )�),� MIN.SEPAWL90N I I i r (p� i MIN.SEPARATION TD cuss(SEE t5 I TO GLASS - I c2 F c OR SHEET llllll (SEE SCHEDULE ON � -{12 FOR BLADE nAFID Q OR 9+ - EXISTING SHEET 12) i kkklll ON SHEET 28 0R MIN.SEPARATION O CLASS EXISTING s,rn TO GLASS ,(� .� CLASSY BvnO1&l'7 TO SCHEDULE ON V EXISTING SHEET 12) • GLASS-1 ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION - B® HV WALL HEADER INSTALLATION. • EXISTING1 • • EXISTING GLASS-1 .^ — MIN.SEPARATION --O GLASS--I not.SEPARATION O OR Q I O EXISTING 1 TO GLASS - , , ry0 GLASS(SEES 1.7 GLASS (SEE SCHEDULE ON :i ) )12 FOR BLADS(DAND MIN•SEPARATION I; I I SHEET 12) i, i I ON SHEET 28 FOR TO GLASS T. /I/ / r % 11,- 4 4,,,____( (SEE SCHEDULE ON I % OPTIONAL I BLADES 1Q&® �. � . SHEET 12) �� I. 1 rE.�./ r � 1 I fl (i I,: 1 III I 1/q. ,'r%/ !/I / /, 14. 1)1 f%''' Lr;'' Max. 1/4'Max. .�' / / i 1 OPTIONAL 1 / ,3 15 / /r/ /` HD % Eli*,/,' AIM Frye ,+I Ir :' E.D.•, , / / / /(I' i AIM 1 i r "r1/2r L 1' /7// i/ •D!//L( /r ••77 :} E J EO E0d f „fl ®0R14 r-- 1/ILLI-2Dx3/a•ss. �/ j '' r —EO EOE PHILLIPS TRUSS HEAD / / % / r' 1/4'0-20x3/4•S.S.PHILLIPS / ' i / / i 1 / ', - CONCRETE ANCHORS r / Il- MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS 11,/ / r CONCRETE ANCHORS. / % ,7 LIR 18 1' 1/4'-20 NUTS O 12'0.C. (SEE SCHEDULES ON W/1/4'-20 NUTS O 12'0.C. (SEE SCHEDULES ON % / J� POURED CONCRETE SHEETS 13& 15A) POURED CONCRETE SHEETS 13& 15A) -2'--L"--. ' / / - Min. / OR CONCRETE BLOCK WALCONCRETE R QUIIREEBLOCK 0 '; NCRETE ANCHORS REQUIRED F HV WALL SILL INSTALLATION D HV WALL SILL. INSTALLATION J (SEE SCHEDULES ON O POURED CONCRETE SHEETS 14& 15A) CR CONCRETE BLOCK WALL REQUIREDO HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHIFTIER E D. EDGE DISTANCE • ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) 9LE,AEDEMAAaNNSHEET U28 FOR HV BLADE 2-MOUNTING SECT10E1S CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'T1(TtTr Lt- • 'FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �,411e1V'L�{�• rtit'---- : ®2017 RLTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. ++ P.:�oENs 1.• BERTHA HVTM 44167 '; `. / TIEc ` S S A y V� �.! , 0 INC. ■ ■ ■ ■ N.V:BLADE 1{1 W/OR W/0 H.V.WINDOW BLADE&H.V.BIADEP ' y i • . TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RE11.No DESCRIPTION DATE DRAWN 8Y: LC. " "a - 33166 • V;:•••� + 4268 West Roads Drive 2 •• •••• \ 1L PAane:(305)871-15311.Fax:(305)Wt-15]1 DRAWING No U,.t o-ma0:111ecaaool.eom West Palm Beach, FL 33407 ] '. S/ONAL.0,l' E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7-1 02 " „ „,,,ill WALTER A.TILLR Jr.P.E P.E.Sr1fIONATORE/DATE FLORIDA Un./44167 6 6 SHEET F 28 • POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) ' 'TO N.subsea+ 0 OR , ' REQUIRED �SotmaE al I I •S i I ' O EDGE OF t2 TaR HIDE(t�,•D. t pry 3 1 yip i 1 /• / 1." +/ SUB IF ON 5lEET 7D Thi n I-OEE so¢DtAE err YRl.$EPAxAADN / .' E.U. APFLICABLE E%ISTINC HAEEStTJk® I: {.I Z..". sett Ho TO CU59 - _- %:'/ % ' / \_ EXISTING 1- ' L, / GLA55 (sEE scnWtnE• rEoi SHEET 1Z / i '�✓r/j STAN MDR ' nil, 810x3/4"HE% CUSS—N \ ) 1:///':////:/ i'!,:'//////J LOCATION till El WASHER HEAD i' I :21 11111 G'� G"� TEK SCREWS m 1,1 SID Milt ® c �GGGG"-��•7777 ]/a •1 ••1 12'O.C. 411- i, •i t EXISTING} � � 'p n 3/e�I CONCRETE ANCHORS /� T GLASS �pJ'(j1 '"r.Cppp'' I jjp ©• O (SEE SCHEDULE ON rte_ 0 // %. HH / � // �II� NH ./ '"*L---.1 .... SHEET 14) !; /j EO� �/0/./1/>."J'. I• i j �i — /.�%, ,/„/„.. EDGE OF 1 hi GLASS—I EDGE OF '/„/„.,%/1,t/ t.' /±..-1,..:',:,i// `/ // --7//// / j 'J/ EDGE OF ://,,/////// / CABI LE 45N WARD= APPUGIBI LE �'/ / / /J/i 1;`,,1 /u 1", ',//•V/ SIS 4F /%r�/ �' ;/! //Fl�. SLAB PPPLICABi LE / j I I ,,// /;rte,/,//APPLI �IW0 GLASS 51EE � .. ,,././/",...:.://://://1/,..1 �/'j fE.D//i ED% "�� /.'�,' '/ /// aPPucneLE ,'// ",,:�_�� '��',�; . , I/,% d° � +, . 112 FOR MADEt b ♦ POURED .`��/ lii.` ,'f.••//,'///J POURED y ./JJ i t/,I .' / / i,' I ON SIT 25 FOR 0 OR 19 CONCRETE ` I CONCRETE E. D. HIi>6Qt d REQUIRED E.D.• E. 0.` -' REQUIRED POURED FLAT HEAD CONCRETE ANCHORS • FLAT HEAD CONCRETE ANCHORS CONCRRED (SEE SCHEDULE ON SHEET 15) REQUIRED (SEE SCHEDULE ON SHEET 26) (EI) HV FLOOR INSTALLATION t ®HV WALK—OVER INSTALLATION ® TRENCH INSTALLATION © HV CEILING INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF • PRESSURE RATING Cc FOR SPANS PER CONCRETE ANCHORS SCHEDULE #4, SHEET 12 .. (S E ES I 1 SHEEETS 15 St TEA)N Nr.EEPA41pn r1 I—(stt es—PM 12) pq 1 O EXISTING LAIN. SEPARATION 1�5 EXISTING }t GLASS TO GLASS MINTOS ON CLASS11D-'' D _ S h(SEE SCHEDULE • p lO TO SCHEDULE 0 IIII .l ii.' int' I i SHEET 12) t SHEET 12) J j S -10151P O DR /0 E. D.. • N11 11 - i �j'.' .r/ p GIN �1Dx3/4"HEX WASHER • 0 14x3/4• HEX HEAD,_,/ I I :`1"3/8'! //I - HEAD 7EK SCREWS® / ii 3/8'/ /1 sin TEK SCREWS @ 9'O.C. I %• • ) 12.O.C. , i Il 7r-�- [� 1/4' OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS b C:, / � 0.0 3/_� 14x3/4'S.O.S. / I (11� / W/NUT m 9.0.C. (SEE SCHEDULE ON /71/21110111 �.1`__ O 9.O. C. I//'/>/2�1• l� J Max. I SHEET 1S) ," j` /' / i, I -----T'41F i / , j /' 4)51'10 1/2.In 11. %/ 17 8 ,.///,/ Ili / /" / .i i.; / / / .` #14x3/4'/ .,I / / / EDGE OF ,,J / / / `f �/ r'i ®9'O.C.F.H.SAS. / 1,,y_1 7/8;' 1 7/8"-1.1 / / /j ' / SUB IF CONCRETE ANCHORS SEE NOTE 13 b �' /{ i j 1 / % ! APPLICABLE SEE NOTE 13(6) () ' /'f / '' I/ / / / E.D," POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 POURED CONCRETE ON SHEET 1 // / J / // /,E.D;./// / OR CONCRETE BLOCK SHEETS 15& 15A) OR CONCRETE BLOCK �' ` / 'i REQUIRED REQUIRED I D�DNAL� POURED CONCRETE) OK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION REQUIRED . • Q HV RAINGUARI) INSTALLATION t WM. INSTALLATION DETAILS W/ NOTE FOR COMBINATION OF SECTIONS: THIS INSTALLATION SHALL BE •E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED T HV B LA D E 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT •SEE UM ATIONS OF USE FOR ASSEMBLY t OR ENTRANCE BLADE 1A ON SHEET 28 - - -- 2-MOUNTING SECTIONS CAN BE COMBINED111 IN ANY WAY TO SUIT ANY INSTALLATION. —le1-6- -T1{�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) iiiit*Q• NCENS' ✓9 C 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. G BERTHA HVT • No.44167 `: A S•S A Accordion Shutter System A'• ;/ I L C O INC. ■ ■ ■ ■ y,V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE k H.V.BLADE#1 • 1 :• cc i�`TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ha DESCRIPTION DATE DRAWN BY: LC. 1t5]5]N.12.35th.SL,Ste.305,M NIlA GARDENS,FIDPoDA 3318E Association, Inc. 1 OLD 15-079 DT/26/17 DATE: 07/26/17 = •'••��OP�.���1L Phone:(305)871-1530.Fax:(305)871-1531 2 4268 West Roads Drive DRAWING No • e-mail: 0005Oool,wm West Palm Beach, FL 33407 3 '���S/ONAt�a,•' EB-0006710 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7-1 02 �."Ii Yln WALTER A.TIENT Jr.P.E. P.E.SEAL/SIGNATURE/GATE FLORIDA Us.H 44167 5 SHEET H 6 28 SEE END WALL CONNECTIO DETAILS ON SHEETS 11 & 20 Cc. c `/, * SEE NOTES ON LOCKING RODS 3©.NV LOCKS©or 2® OUT s0• �y/ IN EXISTING GLASS I NJTALLATIOI VY f HV BLADE W./ HV CENTERMATES ** AND AVERNATE HV LOCK®ON SHEET5. BLADE SLACK DETAIL HVF IS VALID FORORALL CENTERMATES APPUCATIDN WITH BLADE o \fico®DR©.®o'®opo •t3oo .I) , 4. OR � ' . / I �• 15 1©•Q3'1©.©' SEE END WALL GONNECTIDN EXISTING GLASS DETAILS ON SHEETS 11 & 20 44 O ©.®DeO.circ®.coa 2.2x1/8•:0'-2 ®•CI-18•@-@•@-®-® 3 1/4• 7• 6 1/2• 7' (6063-T6 ALLOY)ALUM. OPPOSING ANGLE W/(2) 1/4•D rAPcaN t/z' SYMMETRYCAL ANCHORS TO CONCRETE I— — CENTERMATES (TOP/BOTTOM)a CENTERMATES MIN. SEPARATION (4)810x1/2'S.M.S.TO TUBE d1Dx3/4•S.M.S.® 12• W/ HV LOCK 4 or 25 * TO GLASS AT EACH ANGLE(TYP) O.C.FULL LENGMT. W� HV LOCK ® or (SEE SCHEDULE ON a I © ` \ / ® /i''":k ®* I N * SHEET 12) i I tom' . 'I ,VA, - -— -—- ti �iy. *Gm' Ir 1-1 . — - = \0 , ____0 , ' ., . a W roy; 7 10-6-@ 0-0 1®w s +J HVA 1 Ci HVB ©°"®°w©�OO °®a 1®3 EXISTING GLASS HVC POURED CONCRETE OR O6 } w 6 } ) II CONCRETE BLOCK WALL O © O O r REOU-ED EXISTING �7.0�©•©°AQ•O°q 10.15 ©-Q�Q.©°R r 8 - 8 Dd 9• 3 DA 19• s Dr 9 EXISTINe SYMMETRICAL IN ®•®• 1�7 as®• 7®•CPI1— O O O•© O O O CENTERMATES 6 s, b a MI TO GLASSI O 1 -- 8 7 AIIN J GLASS y� - O VL/� HV LOCK ©6* OPTIONAL O O�©'OHO'®� 9(SEE SHEET ON a SEPARATION IN * �\ (INTERIOR) O © O © O O 12) l; { TO CLASS ® a © \ 11101 1---)(SEE SCHEDULE OPTIONAL CC77 � ' ' ON SHEET 12) (INTERIOR) r I '_ OUT �"� \ fir+ Q \ CONCRETE• IN %l� ■ Olik ANCHORS O . f iiii €1, A ® OUT 6 1/2 MAX.SLACK r OUT *� (EXTERIOR) HVE HVF** H V D ,,1,t 4-sER A. ?',T = FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zone) ©2017 TILTECO.INC.(ENGINEERING) m 2017 EASTERN METAL SUPPLY, INC. ',,� No1gq s .• BERTHA HVTM ' 1 0 �w�. A.S.S.A. Accordion Shutter System -0. S H.V.BLADE�I 0/OR 0/0 H.V.WINDOW BLADE k N.V.BLADE#2'� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. , FL 33407 •• ,l,]Jw� (L 1A, 6355 N.W.361A.51„SI..JOS,NROINW OW150I6,FLORIDA JJ16L Association, Inc. 1 OLD 15-070 07/26/17 DATE: 07/26/17 =� .••'•�• •� ,11 Phona:(30551583171....135035,08.7: 5)671-1530.Fa::(305)871-15J1 4260 West Roods Drive 2 ��NAL E��',��,Ri''� 6 mcER-000671DOl.com Phone: (00)432 2204 West Palm ChFoE (5 1)209-8380 4 17-102 102 -"<.,, A,,,f WALTER A.TILUT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lic.®44187 5 SHEET 6 8 OF 28 ALTERNATE INSTALLATION W/HV "T" LOCK 4 HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES 28 , 39 & -_- LOCKERS @ W/ cp HV BLADE * OUT BU• ,,, I A I el.....y,—EXISTING GLASS BLADE O DETAIL FLOATINGKW, 4INDICATED ON DETAILEET 8,HVD,, AS WELL AS ADE Q segos©+( °n F$�'a 1 0*One INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 1 Q.)$a Q,Oa Q+ °R INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. ©'OO '00x0.0 °"©' TO' °R SEE END CONNECTION DETAILS ON SHEETS 11 & 20 �� 0 1)+@.9.(:).®.(3.2•.22..2..,,.....„'-2 t{ ©.®.0.0.19.,5.0 (6063-16 ALLOY)ALUM. ANGLE W/(2) 1/4.0 TAPCON I/2" + ANCHORS TO CONCRETE -tJ (TOP/BOTTOM)& (4)#10x1/2•S.M.S.TO TUBE #10x3/4•S.M.S.® 12• AT EACH ANGLE.(we) � O.C.FULL LENGHT., * I N * �� MIN.SEP TION N eHV "T" � HV T' TOG SS • 0 \ , ..:..A1 _ 4 ".....1, A A 1 ,..„..„, © ' , ff/ LOCK (INSIDE) O e. LOCK (INSIDE) (SEE SCH RULE ON iAiizjIo SHE 12) A.,.... .„, , ,/-274 0‘ 16 tr) \,(9 .••/ (1 ‘.\- Al-bk ,- \ // It' \• • . ..., i./41011 f► ® ( tt OUT ® r I: 1/4" 0-20 x 1 1/2" S.S.M.S. 6 II N�—NYLON SCREW HEAD * P..7411 W/ 7/8"0 x 3/32" WINGNUT. ►_i * 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S. I SEE NOTE 6 FOR HV LOCK@ 3O NV "T" LOCK (OUTSIDE) "T'• LOCK, ON SHEET 5. W/1/4"0 x 5/8" RIVNUT t. f SERIES 9444 ALUMINUM HVG* (2024-13 ALLOY) LARGE FLANGE THIN . SHEET NUTSERT, PART# 0820, ' AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY,NEW JERSEY 07054 OR EQUAL. • �t - ------- - ----- - -- till jl'�G1�k 71. FLORIDA BUILDING CODE High Veiocit Hurricane Zone `tttt •\AEWI"'' wL 02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. i BERTHA HVTM * N0.44187 ; A S Accordion Shutter System • . /_IILIECOINC. \ ■ ■ ■ ■ y.Y.BIADE 1 W DR W/O H.V.mem BLADE do H.V.BUDS 2 .----70•10.: i 11 •• 1 • , o` American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. • t TICCIT TESTING & ENGINEERING COMPANY I '• KN W59 N.W.]6N.SL,SI,.305,YJ,aww GARDENS,FLORIDA 33106 Association, Inc. I OLD 15-079 07/23/IT DATE 07/26/17 !' �',, d•i� d4268 West Roads Drive x ,S Phone:(30 e-mon: .Foe:(305)871-1531 DRAWING No �O�A1 rrt a-maE: 0008Oool.e°m West Palm Beach, FL 33407 3 L EB-OOo6719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A.TUN Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET a 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 r -EXISTING GLASS • OUT 90• (' ; IN INSTALLATION (0 HV BLADE b.0.0.0°^®°R10 •©°a W/ HD CENTERMATES 0) , , 10•Q�©•03 Q.©" SEE END WALL CONNECTION i I *0 0"C>®, DETAILS ON SHEETS 11 & 20 / I ©.®oe Q+®aR®•�OR.- EXISTING GLASS Z ®.@.@*0.0...® 2's2'x1/8-x0.-2' I (6063-T6 ALLOY)ALUM. I 1/2' - * ANGLE W/(2) 1/4'0 MIN.SEPARATION (OPTIONAL) L�* (OPTIONAL) TAPCON ANCHORS TO #10 x J/4'S.MS.O 12' (4) H•V• CONCRETE(TOP/BOTTOM0,0, PINS MP.)TO GLASS I N do 33 (4)814x1/2'S.N.S. (SEE SCHEDULE ( (4) H.V. TO 1AANNEGLE.EACH 0 I / ON SHEET 12 A= , / PINS TYP. 6 1 2' C ) 4 5 8'1 _„I I 2i.. ,•Ae,.. ....._•1V%,A,1.I.Ng 1 1111i ,'t. . E17-- $1 JJ —L�`h I 1 'a'grl +F�'1- -M i r-� AV — iT(I — o © 0—, , 9 ° ZJ c'''� \ ow r<)- 31 OR® ® ®oR 32 31 oR® ® 31 oR 32 I_\1 11 . N_\ HDA—HVA c� ®* (oPnoNA�) HDC—HVC (OPTIONAL) HOB—HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/.(9* LOCK INTERIOR, W/ 9* LOCK (EXTERIOR) ( OR�ORO. 7&R®a+1)'O3 OR a CIOR©.@OR t©.©OR �O.O•©M0.®*@" ©.OD'©*@°R®*10°8 * SEE NOTES ON LOCKING RODS®"& HD®LOCKS ON SHEET 5 ®l'®oo� O3 a ' R 19'J06®O ** UNIVERSAL FLOATING BLADEQ3 DETAIL.HDD-HVD IS O VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE1D © ,� o 'j11,,,,,,,,,,,,,e,,lo HDD—HVD** iI8 nTl�A.7/0 k. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) t .06_, ............. .e. ®2a17 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. r •Y\`V iVD '' "•CA" BERTHA HVT. i N°'�416� /1ILIEc O I N e. A■S■S■A■ Accordion Shutter System i oft - ` ;. H.V.BLADE I1 W/OR W/D H.V.WINDOW BLADE&H.V.BLADE 12 7 ST -x•)` TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NO DESCRIPTION DATE DRAWN BY: LC. 5355 N.W.38th.$l.,Ste.lO3,NRDWL4 GARDENS.FLORIDA 33186 Association, Inc. i OLD 15-079 07/26/17 DATE: 07/26/17 S st!' (j, �� 4268'West Roods Drive 2 -_ .)�' � ,�� {{{ Phone:(306)Wt-1530.Fax:(305)871-1531 west Palm Beach, FL 33407 DRAWING No L 1,{ O�mOO:NII,c000OI.tOm S 'ONAL F• , EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 , 17-102 • P.E. SEAL%S(d11ATURE/DATE WALTER a s.#Jr.P.E. - FLORIDA Us.8 44167 8 10H OF 28 • POURED CONCRETE OR r—POURED CONCRETE POURED CONCRETE -OURED CONCRETE - ' OR CONCRETE /�-, OR CONCRETE ,� OR CONCRETE \iREQUIREDCONCRETE BLOCK WALL ,:' / / BLOCK WALL REQUIRED r /�/ ?•' BLOCK WALL REQUIRED If .,V i BLOCK WALL REQUIRED r // ' :/ /5, i //• T EXISTING GLASS i �- / EXISTING GLASS I: F _.. __..__ CONCRETE ANCHOR' / ,--EXISTING GLASS e „/' /� 7 — / / r.' /2'MIN.. EXISTING GLASS /` ® 16"O.C. / i _ ? .i- /` AUN.SEPN7ATIOY •' / i J -S -- f'� T:," %, ..„...> / r' / 2" MIN.. —-5 /' TO (� ,r __ 1 /. ' —A l,/ / • i MAL SEPARATION '' SCHEDULE cW SHEET / MIN.LASSSEPA(TKIN i i 70-1—( O CT/55 TON /? i I " TO GLASS(TEE / ,/ %/ / 12 FOR RADEOuv I ? ro GIAss(sem / (SEE ED '' ' JEO i/ SCHEDULE ON SHEET ON SHEET 28 FOR /� CAI SHEET /` I i' / SCHEDULE ON SHEET / / 12 FOR BLADE OAND 1/16"x3'MAX. GLADES 10&® I- / 12 FOR BLADE CAW / / 12 FOR BLADE()AND ` ON SHEET 28 FOR (6D63-T6)CONT. I ON SHEET 2B FOR , ON SHEET 28 FOR (LOCATE AT I MADER O&® ALUM.CLOSER &ADES(j).4® 111-1;1'1211,111.17®& /2" �r_ QA06 Q� BTHR SIDE)' _ r� PLATE. (LOCATE 1/2"111/4 AT EITHER SIDE MIN - I '•F OF 1/2"MIN..!:...=,. OF®). •I I -' l •kSE1..OR2M4X. I-- 1 @10x1/2•S.M.S. I 1 I FAPPUCABLE)x2x1/e"x0•-2" 1 r4-a11,- _ -____- 1 810x1/2"S.M.S. G5 ____ l 16"O.C. ___ Lei- ALUMINUM CUP ANGLE :�E, ® 16'O.C. ' jam; -- c'' (6063-T6 ALLOY)AT MIDHEIGHT ��— © 0 R f 11 " (1)2) /4'A 1/2" NS ANTOCHORS \I 0 ()1/4"fl 'D.C.S ANCHORS TO \ 2 \ \ WALL AT 1"O.C. (LOCATE AT • SEE DETAIL%FO i ♦ . SIDE CONNECTION 0 OR EITHER SIDE OF®) 0 OR (i i 0 OR ( . SEE DETAIL X FOR 0 OR O TO TRACKS '0'0.0"0.®'•®°" SEE DETAIL X FO- 0 0.0.0'0"0"0'@- a. • ' SIDE CONNECTION 6 7 B ,r[�,o.Q.,f0,f.'q�_ 10•pa -TO TRACKS IE1.•V e•0.0.0.0•Q+a - 10• ' ,(�, ,t�, SIDE CONNECTION 10•p'•43.©•®•p® 6.@-@•@-e•@- .. L B • ® ©••t i.o.6-4 TO TRACKS o•o••ct-e•®• @- It L' j•paO•pa 6141 ea a. © O O p.QwQ•�,aO.pw p ©•O O ©a O•p-0•p-@•Qa0 c).@--@.@-@•@-® O•Qa p•eta a-@-® (-3.@-@.@-@•@-c, END COL. EC 0 I►_T:. 10 END CONNECTION DETAIL 20 ' END CONNECTION DETAIL 0 END CONNECTION DETAIL POURED CONCRETE OR I R• REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' / 5 EXISTING GLASS /f /i v• / CONCRETE BLOCK WALL EXISTING • O � / REQUIRED T i', T / A _, / / N1oi/2•S.M. / MAN.SEPARATION Al °-' '� 1 r% MIN.SEPARMON 4 / / - TO GLASS SEE /l / W 16"mc. TO GLASS(SEE Y z—_—_—_.� / r �� SCHEDULE ON(SHEET 1 / SCHEDULE _I9o•ac+ix ` S i7•�_1 ©OR®ORa OR 12 FOR RADE OAK, CONCRETE 1/2"MIN. `-__ / ON SHEET 28 FOR ANCHOR® in ON SHEET 28 FOR a - - __I OR)3 OR)�I OFT(13 /CONCRETE', .BLADESORA® 12"O.C. / F I BIADr'3 )at® �• -- -- Cl'' •�I 1 ANCHOR I /./�/EO I�I 0 �I ®O&. E 1 2 MIN. 1 j =NCI •% r'* -> /. ___ F.._ LAIN. _ \_—j_J • / / L /{�..1♦L--_.—_ ! �` EO OOR®DROOR /� i2"MIN. / /, 2"MIN.?* I�\ • SEE LIMITATIONS OF USE FOR. O .�� j �-� ? \ BLADE 1A ON SHEET 28 ) OR)S OR) ORO .VIEW Y ' / / 0 OR 0.\-,I PLAN DETAIL X 0 OR @:‘\. . 14 ®.x©•0°"®010•@' POURED CONCRETE OR , \ip'@"(2)'@'"O'8" ©a(la©•Q7<®010. •1L%a• 10'pa@•Q'"'©•Q- CONCRETE BLOCK.WALL REQUIRED ©•07 •pa©•O•®' END INSTALLATION O.O•o-O.O•Q� .P•(Ba®•®a0•�ia ) HV BLADE OR C.A. HV WINDOW BLADE INTO ®.0.0. aO•®� ®•©°'Q•®"p•p°'O CONCRETE OR CONCRETE BLOCK WALL: __ END CONNECTION DETAIL 50. 80•IU^BdOd•�ja1C9i•pmQ,tPEN'EPi. f N CTION DETAIL® FLORIDA BUILDING CODE�NIyt1 Yelocty Hurrtcone Zone) 1 " / IS 02017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. • AA'•�,P� �c1�NSF�`'�,` BERTHA FIVTM 7• O.441• �•' / 1 L E C O INC. ` A■ ■S■A■ Accordion Shutter System L * w i H.V:BLADE#1 WI OR W/0 H.V.WINDOW BLADE&N.V.BLADE$2 i American Shutter Systems REv,1m DESCRIPTION DATE DRAWNEli LC. TIWT TESTING & ENGINEERING COMPANY ." ���� 8355 N.W.3017.SL,Ste.305,NRDWIA CAROMS,FLORBN 33186 Association, Inc. I OLD 15-079 m/26Jn DATE; 07/26/17 •,/S 4268 West Roads'Drive• =Dw `4 �•AA Phone:(305)871-1630.Fax:(305)871-1531 2 DRAWING No �`a � t� - o-mal:UltacoOaol.eom West Palm Beoeh, FL 33407 3 1Sslc �Ft EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 S rL— WALTER A TWT Jr.-P.E 4 P.E. ?AL[SIGNATOT /DATE FLORIDA,lie.@ 44167 5 1SHEET 1 OF 28 SCHEDULE #L SCHEDULE #2 SCHEDULE 43 SCHEDULE #4 MAXIMUM SHUTTER MAXIMUM SHUTTER SPAN*"L+" *NOTES • SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) MAXIMUM SHUTTER * (1) L+: MAXIMUM ALLOWABLE SPAN FOR SPAN "L+" OR "L-" OR "L-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.D.DESIGN (1) SEE BELOW FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ MME RICA6 SPAN "L+' OR "L ft.) INSTALLATIONS W SYMMETRICAL CENTERMATES PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED VITHIN AI :I..I ® & ® Or I or Ta)W/ ONE (ft.). FOR INSTA LATIO n L MAX.ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0"ELEVATION OF BUILDING l4l),a4' & +� W ONE HV LOCKS O / NEGATIVE A.S.D.ODESIGN PRESSURE RATING HV QICK/15,��, or or 26 or HD _W/ e--.1D4jgJl :•T 21 & 22 W/ OR +Z_� W/ NO LOCKING MEASURED AT BOTTOM OF SHUTTER. LOCK 4 W/ NC�OCK)NG R005 35 0R . LII- u•1 2 g` 22 0 E V 24 0" 25 R 26 LOCKS ODS 6i.• (2)PROCEDURE TO DETERMINE MAXIMUM 0 CENTERMATES W/ 29 W/ ONE HV 0 HV OR TWO LOCKIN�Q o SPAN FOR WALL MOUNTINGS OR (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS O LOCK 30 W/ TWO LOCKING LICK 24 Q' 25 OR 26 W/ N)RDD�35 TOP/BOTTOM W/ UNE FLOOR/CEILING: INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, RODS 35 TOP Ae BOTTOM •(SFF NOTF t) N(}[1� �`J ���� MEASURED AT BOTTOM OF SHUTTER IS 3`. Lr1CKIMC R & ,Id CONCRETE&WOOD_ CONCRETE GIVEN A POSITIVE A.S.D.DESIGN MUWH CONCRETE&WOOD INSTALLATIONS 0 MAUIMUM TONS 0 LOTAbuD4 (JR 2A59gVEE MA%NUM INSTALLATIONS PRESSURE RATING. DETERMINE MAXIMUM ws.0.0CMcel •so.oEsmN //,,55yyLL0g�N ws.O.vESIcx SPAN "L+"FROM SCHEDULE. PR SE PRESSURE WALL MOUNTINGS �1LPR6SlRIE PRESSURE FLOOR/CDUNO MOWING " FLOOR/CEIUNGIRAIRIS RATING GIVEN A NEGATIVE A.S.D. DESIG PRESSURE RATING WALL MOUNTING MOUNTING RATING L• FLOOR/COLING MOUNTING oR fev-L) (a'T•) FLOOR/CEILING MOUNTINGS (pa.T•) P,',7,) FLOOR/WALL MOUNTING RATING, DETERMINE MAXIMUM SPAN "L° SHUTTER W/ONE LOCK WITHOUT LOCKING RODS (+OR-) (+CR-) <*OR-) (*°fl-) FROM SCHEDULE. L+ (0) L-(0) I+ (0) I.-(0) L+ (R) L-(0) I+ (0) L-(0) I+ (6) I-(A) 30 13'-2" 16'-0" 13'-2" 16•-0" 30 12•-3" 14'-9" 30 13'-1" 16•-0" 30 13'-2" 16'-0" FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8" 14'-10" 12'-8" 14'-10" 35 11'-9" 13'-8" 35 12'-7" 15'-7' 35 12''-8" 14'-10" EQUAL TO THE MINIMUM DETERMINED SPAN SPAN MettlIEMICAL. OPPOSING 40 12•-3" 13'-10" 12'-3" 13•-10" 40 I1•-4" 12'-9" 40 12'-2" .15'-2" 40 12•-3" 13'-10" BETWEEN "L+"AND"L-". CENTERMATES CENTERMATES 45 11'-11" 13'-1" 11•-11" 13'-1" 45 11'-1" 12'-0" 45 11'-9" 14'-3" 45 11'-11" 13'-1" (3) PROCEDURE TO OL"rERMINE MAXIMUM 105"OR LESS 3 3/8"s 4' 50 11'-7" 12•-5" 11'-7" 12'-5" 50 10'-9" 11'-5" 50 11"-6" 13'-7" 50 11•-7` 12'-5" SPAN FOR COMBINATIONS IN BETWEEN ->105"TO MAX.55 11'-4" 11'-10 11•-4" 11'-10" 55 10•-6" 10'-11" 55 11'-3" 12•-11" 55 11•-2" 1I'-10" WALL W/FLOOR/CEILING MOUNTINGS: >LLOWED 3 7/9"5 4" 60 11'-1" 11'-4" 11'-0" 11•-4" 60 10•-3" 10•-S" 60 11'-0" 12'-4" 60 10•-2" 10'-11" FOR A GIVEN POSITIVE A.S.D.DESIGN s USE 2 1/2"FOR HD TOCK((lS���.S �OR®+®, 65 10'-10" 10•-10" 10'-7" 10'-f0" 65 . 10'-0" 10'-0" 65 10'-9' 11'-11" 65 9•-5" 10'-1" PRESSURE RATING: ' USE INDICATED VALUES FOR HLrCEWERMATES. 70 10'-6" 10'-6" 10•-2" 1O'-6" 70 9'-8" 9'-8" 70 10'-7" 11'-5" 70 8'-9" 9-4" DETERMINE: LI+- MAX. SPAN FOR WALL UOUNTING• 75 10'-1" 10'-1" 9'-10" 10•-1" 75 9'-4" 9'-4" 75 10'-4" 11'-1" 75 - 8•-9" INSTALLATIONS. L4INIMUM SEPARATION TO GLASS SCHEDULE' 80 9•-10" 9'-9" 9'-7" 9•-10" 80 9'-0" 9•-0" 80 10'-0" 10•-9" • L2+- MAX. SPAN FOR FLOOR/CEILING SHUTTER W/ ONE LOCK&TWO LOCKING RODS OR 85 9'-6" 9'-6" 9'-3" B'-6" 85 8'-9" B•-9" 85 9'-9" 10'-5" MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3" 9'-3" 9•-0" 9'-3" 80 8'-6" B•-6" 90 9'-5" 10•-1° FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9•-0" B'-9" B'-9" 9'-0" 95 W-3" 8'-3" 95 9'-2" 9•-10' • PRESSURE RATING: SPAN ; 'AL OPPOSING loo B•-9" 8'-4" B•-6` 8•-9` 100 B'-1" 8•-I" 100 9'-0" 9'-7" • DETERMINE: CENTERMATES CENTERMATES LI-. MAX.SPAN FOR WALL MOUNTING 705" 105 8'-7" Y-11" 8'-4" 8•-4" 105 7-11" 7"-11" 105 8'-9" 9•-4" INSTALLATIONS. 2 3/4"•• 3 3/16" 110 B'-4" 7'-7" 8'-2" 7'-Il" 110 7•-8" 7•-7" 110 8'-7" 9'-2" • L2-•MAX. SPAN FOR FLOOR/CEILING OR LESS T-3" 115. - 8'-4" B'-11" MOUNTING INSTALLATIONS. >105"TO MAX. 3 1/4-•44 3 1/4" 115 8'-2" 7'-3" 8•-0" 7'-7" 115 7•-6" "ED / 120 8'-0" 6'-11" 7-10" 7-4" 120 - 7•-4" 8'-11" 120 8'-2" 8'-9" FINAL MAXIMUM ALLOWABLE SPAN IS 125 7'-10" 6'-8" 7-8" 7•-0" 125 7"-3" 6'-8" 125 ' 8'-0" 6'-5" EQUAL TO THE MINIMUM BETWEEN "LI+", ** USE.2 15/16"FOR NV'T"LOCK ID W/Q 130 7-8°• B-5" 7'-6" 6•-9" 130 7-I" 6'-5" 130 7'-10" B'-1" - "L2+", "L1=AND "L2-" *I" USE 4 1/8°FOR HV"T"LOCK®0 W/pi 7'-7" 6.-2" 7'-4" 6'-6' 135 8'-11" 8'-2" 135 7'-9" 7'-9' USE INDICATED VALUES FOR HV CENTERMATES. 135 (4)GO TO ANCHOR SCHEDULE WITH FINAL 140 7'-5" 5'-11" 7-3" 6'-3" 140 6'-10' 5'-11" 140 7'-7" 7•-8" MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 7•-3" 5'-9" 7-I" 6'-0" 145 6'-8" 5'-9" 145 7•-5" 1-3" A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 150 7'-2" 5'-7" 7'-0" 5'-10" 150 6'-7" 5'-7" 150 7'-4" 7'-0" CONCRETE&MANSORT WOOD 155. 7'-0 5'-5" .6'-10" S•-8' 155 6'-6" 5•-5" 155 - 7'-2" 6'-9" ' 160 6'-11" 5'-2" 6-9" 5'-5" 160 - 6•-5" 5'-2" -160 - 7•-1" 6'-7" WALL A, B, C, D. E, AI, N._0,P.0, R. 165 6'-10" 5'-1" 6'-8" 5'-4" 165 6•-3" 5'-1" 165. 7'-0" T-4" MOUNTING F. K & L. &V. 170 6'-9" 4•-11" 6•-7" 5'-2" 170 6'-2" 4'-11" 170 6'-11" 6'-2" 0 MAXIMUM SHUTTER SPAN "L+"OR "L- FOR 175 6'-7" 4'-9" 6'-5" 5'-0" 175 6'-1. 4'-9" 175 6'-9° 8'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G' H. I, IT & . JT, U, W& X. psf.A.S.D. DESIGN PRESSURE RATING MOUNTING , 180 6'-6" 4•-8" 6'-4" 4'-10" 180 6'-0" 4-8° 180 6'-B" 5'-70" 185 6'-5" 4•-6" 6'-3" 4'-9" 185 5-1I" 4'-6" 185 6•-7" 5'-8° 1• H.V. CORNER CENTERMATE#3 MAY BE 190 6'-4° 4'-5" 6-2" 4'-7" 190 5'-10" 4'-5" . 190 6'-6' 5'-6" USED AT ALL MOUNTING INSTALLATIONS. LOCKING - IED H V BLADE _ 195 6-3" 4-3' 6'-1" 4"-6" 195. 5•-9" 4•-3" 195 6'-5" 5-5" SPECIFICATIONS-SHALL BE AS INDICATED ON 200 6'-2" 4-2" 6'-0" 4'-5" 200 5•-9" 4'-2" 200 6'-4" 5'-3" MANDATORY CONDITION #2 NOTE#5. SHEET 5. . 205 6'-0" a'-1° s'-o' a-3" 205 5'-e" ' 11)77Y'• 4.,205 6'-3' FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ` 02017 EASTERN METAL SUPPLY.INC. ,111 ok. �>.Z- 02017 TILTEC0,INC.(ENGINEERING) d' �`: \)CIE(944•"•,�9= A S S•A BERTHA HA/TM `� 1 / Accordion Shutter System O 4416 I L E C 0 INC. ■ ■ ■A. H.V.BLADE�1 W/OR W/0 H.V.WIDOW BLADE&H.V.BLADE#z 3 A. :�►_ 1 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV Ile DESCRIPTION. DATE DRAWN BY: LC. Sr I Association, Inc. 1 OLD 15-079 07/26/17 DATE: 97/29/17 4, 0� 6355 N.W.361(.S1..Ste.305,NR°INIA GARDENS•FLORIDA 33166 _ 4268 West Roods Drive 2 . I ,A Phone:(395)971-1630.Fax:(30.5)871-1531 3 DRAWING No "+ °•h.•••�,",.- 'y�4.11+ a—mall:000067 aol.eom West.Palm Beach, FL 33407 ZONAL 11 ELI-0006719 Phone: (800)432-2204 : Fax: (561)209-8380 4 17-102 Vel f WALTER A TILLR Jr.P.E. P.EnSSA,,t°$IGNATUAE/DATE FLORIDA Us.9 44167 5 SHEET . 6 12 O2 • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAM ANCHORS SPACING LEGEND _ DESIGN NEGATIVE LOAD AND A CORRESPONDINLMOUNTING TYPE FOR CONCRQE INSTALLATIONS TAPCON WITH ADVANCED (SEE MOUNTINGS A 8,C,D ANO F ON SHEET 6) THREADFORM TECHNOLOGY BLUE TAP POURED CONCRETE TAPPER+ OWALL HEAD MOUNTING Q1WALL HEAD MOUNTING UWALL SILL MOUNTING UWALL SILL MOUNTING &QF WALL HEADER/SILL - MNOMUN Fes, ®WALL HEADER MOUNTING SPAN W/01 W/� W/tp W/ 4 MOUNT' G.. (H) A.S.D.DESIGN NEGATIVE OAD(?el) ASA.DESIGN NEGATIVE LOAD(poi) A.S.D.DESIGN NEGATIVE LOAD(jet) A5.0.DESIGN NEGATIVE LOAD(pot) A.S.D.DESIGN NEGATIVE LOAD eel) A5.0.DESIGN NEGATIVE LOAD(pot) 30 40 60 5 0 1 0 160 205 30 40 60 75 0 120 1 0 205 30 40 60 75 90 120 160 205 30 40 60 5 0 120 100 205 30 40 60 5 0 120 160 205 30 40 6 7 9 120 180 205 3,-0" 14 12_10 6 6 14 12 10 6 14 12 10 14 12 10 0 8 14 12 10 B B 5.5 8 7 5.5 OR LESS,14 12 10 6 5 14 12 10 0 14 12 10 14 12 10 86 ] 14 12 10 8 B B 8 0 6.5 14 12 10 8 6 14 12 10 6 14 12 10 14 12 10 0 6 - 14 12 10 8 6 6 8 8 7 4�-0" 14 12 10 6 4 14 12 10 fi 14 12 10 14 11 10 7 - - 14 12 10 7 5.5 - 7 5.5 4 14 12 10�" 4.5 - 14 12 10 4 14 12 10 14 12' 10 8 - 14 12 10 8 8 8 8.5 5 * SEE ANCHOR 14 -12 10 6 4 14 12 10 6 14 12 ,D 14 12 10 8 - - 14 12 10 8 e - 8 7 55 SPECIFICATIONS 14 12 10 4.5 - 14 12 10 3.5 14 12 10 14l 12 10 75 - - - 14 12 10 75 5.5 - - 7.5 5.5 4 3 5�-0" 14 12 10 - 5.5 - - 14 12 10 _ 4.5-- 14 12 10 14 12 10 8 J _ - 14 12_10 8 7 - - 6 7 5 4' ON SHEET 14 14 12 10 8 4 - 14 -12 10 6 3.5 14 12 10 14 12 10 0 - - - 14 12 10 8 7.S - 0 7.5 5.5 4 6�-0° 14 12 10 5.5 3 - 14 12 10 4.5 - 14 12 10 • 14 12 9.5 7.5 '4 - - - 14 12 9.5 7.5 6.5 35 - - 7.5 6.5 4.5 3.5 - - 14 12 10 3 - - 14 12 10 _ - - 14 12 10 55 3.5 14 12 10 9 4.5_ - - 14 12 10 9 7.5 4 _ 8 7.5 5.5 4 3 14 12 10 5 - - 14 12 10 4 - 14 12 10 8 55 14_12 10 9 5 - - - 14 12 10 9 8 4.5 - - `8 8 8 4.5 7,-0" 14 12 10 4 - - 14 12 10 6 3 - 14 12 10 8 - 14 12 8 4.5 - - - 14 12 6 6.5 5.5 - - - 05 5.5 4 3 _ 14 12 10 4 - - 14 12 10 _ - 14"12 10 -4 - 14-12 10 5.5 - - 14 12 10 8 05 - - - 0 6.5 5 3.5 - 14 12 10 7 3.75 - - 14 12 10 - - 14 12 10 0 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - -• 8 7 5 -4 - 6,-0- 14 12 10 5. 3 - - 14 12 10 4___ - 14 12 10 - - 14-11, 7_ 14 11 7 5.5 ]5 5.5 4.5 3.5 14 12 10 5.5 3 - - - 14- 12 10 - 14 12 10 5.5 - - 14 12 05 _ - - - - -3 -_14 12 8.5 7 4 7 5.5 4 ] - 14 12 10 9 5 - - - 14 12 10 4 -_- 14 12 10 8 - - 14 12 9.5 14 12 9.5 7.5 4.5 - - - 7.5 6 4.5 - - ♦SEE UM ATIONS OF USE FOR 1 9,-0. 14 12 10 6.5 4.! - - - 14 12 10 7.5 - - - 14 12 10 - - - 13 9.5 4 13 9.5 6.5lA 5 6.5 5 4 7 - - BLADE ON SHEET 28 14 12 8.5 4 - - - - 14 12 10 4.5 - - 14 12 10 7.5 - - 14 11.5 4.5 -14-11.5 - - - -7.5 6 7.5 6 5 4 14 12 10 6 4 - - - 14 12 10 7 - - - 14 12 10 B - - 14 12 5 - - - - - 14 12 8 05 - - - - 8 6.5 5.5 4 - - 10,-0- 14 12 9.5 5 35 - - - 14 12 10 5.5 - - - 14 12 10 8 - - - 11.3 85 - - - - - - 11.5 8.5 5.5 - - - 5.5 4.5 3.5 - - _ 14 12 5.5 3 - - _- 14 12 10 3 - - 14 12 10 0 - 14 10.5 3 14 10.5 .7 3.5 - 7 5.5 4.5 3.5 14 12 9 4.5 3 - - - 14 12 10 9 - - - 14 12 1 0 8 - - - 14 11 14 11 7.5 7.5 6 5 - - - 14 12 7 14 12 10 14 12 10 10.5 8 10.5 8 5 11'-0" 14 12 4 14 12 1D 14 12 f0 _ 12.5 9.5 14 12 8.5 14 12 10 14 12 10 13.5 10 14 10 7 _ 7 5.5 4.5 - - - 12•-0,, 14 12 5.5 14 12 10 - - - 14 12 10 9.5 7- 9S 7 3.5 45 3.5 3 - - -- 14 12 3 14 12 8 --- - 14 12 10 11.5 13.5 11.5 8.5 4 5.5 4.5 4 14 12 5 14 12 10 14 12 10 12.5 95 13.5 9.5 4.5 6 5 4 - - - 1$,-0" 14 12 14 12 14 12 9 4.3 9 6.b 6.5 4.S J.5 J - - 14 10 14 12 14 12 105 5.5 105 8 8 b .4 35 14 12 14 12 _ 14 12 11.5 B - 11.6 8.6 - 8 8.6 45 - - - - _ 14�-0- 14 12 14 12 _ 14 12` 8- 3 8 6 6 4 3 - - 14 7 14 12 14 12 10 4 f0 7.5 5' 4 3 - 14 115 - - 1414 14 12 - 14_12 10.5 4 ." CD HV BLADE OR 10 HV BLADE 18•-0" 14 7.S 5.5 3.5 3 - - " 14 9 9 5 7 `5 3.5" 3 - _14W/ 1� HV WINDOW BLADE 14 14 14 10 10 10,-0. 14 14 14 14'• 7 - - - - - 7 7 55 J5 8.5 4 3.5 - _ _ WORKING IN UNISON 14 _ 8 0 14 14 14 _ 9.5 _ 9.5 8 7_4.5 • ��1I\,, A a T/,` FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ��,1,1nr�^�prJS ®2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. • V GGNs�>, BERTHA-HVIM 3* 'j a,X41$7 ' / Ii L ECO H C. ` A.S.S IAN Accordion Shutter System - N.V.BLADE#1 W/OR(I/O H.V.WINDOW BLADE&H.V.BLADE#2 • i '` i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems . REV.HO DESCRIPTI011 DATE DRAWN BY: LC. 7i.�� •. ,4y,147 4 8355 N.W.36th.SL.51e.305.NR0M1A GARDENS,FLOPoOA 33166 Association. Inc. i OLD 15-079 m/26/17 DATE o7/26/n .4 ! . (l 0 Phone:(305)571-1530.Fax:(305)871-1531 4268 West Roads Drive Y DRAWING No ��xA •. ��� L4 a-mail;t9laeoGaoi.com West Palm Beach, FL 33407 ] �'s�dNNL FH`;,1411 WALTER n TOLLR'Jr.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 ' P.E.SYCJSILl( (URE/DATE FLORIDA Us.I 44167 _ ' 5 SHEET s 13 OF 28 L MAXIMUM ANCHOR* SP/SING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD ANO A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POIAYD CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.1'c n,3 ksi) uAxuuu E©WALL SILL MOUNTING ©CEILING MOUNTING ®FLOOR MOUNTING ANCHORS SPACING LE - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Go -3 kal) SPAN GEND - 1/4"0 x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY AU.POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Yee 3 MI) (9) A.S.D.DESIGN NEGATIVE LOAD(psi) A.S.D.DESIGN NEGATIVE LOAD(pat) A5.0.OE51 N NEGATIVE LOAD(psi) TAPCON WITH ADVANCED - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. (Min.f'c.2 kat) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 180 255 30 40 6 5 0 1 0 160 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY AU.POINTS SCREW, BOLT&SPECIALTY 14 12 10 9 8 B 6 5.5 14 12 10 9 8 IS 6 6 14 12 1 6 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3"-0" 14 12 1 6 ALL POINTS SOLID-SET (Min. 1'c e 3 ksi) OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 B B 8 6 14 12 1 _ 5 BLUE TAP W/CAP NOTES: 14 12 10 9 B 8 6 7 14 12 10 9 8 0 6 6 14 12 1 6 TAPPER+ Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9- B 7 5.5.3.5 14 12 10 9 8 8 6 6 14 12 1 5 1 3/4",AND FOR BLUE'TAP W/CAP ANCHORS IS 1 1/2'. 14 12 1 5.5 4'-O" 14 12 10 0 9 8 6' 4 14 12 10 9 B 8 6 4.5 14 12 I 3.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 8 8 8 B 4.5 14 12 10 9 8 5 6 5.5 14 12 1 _ 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO e SEE uu AI1ONS OF uSE Fog EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7S 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 1 0.5 4 BVOE( ON SHEET 28 5'-0" 14 12 1 B 4.5 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12 1 6.5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.5 4.5 14 12 10 9 8 6 8 4.5 14 12 1 8 4.5 3.75 NOTES Al)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 '.9 8 7,5 5.5 4 14 12 1 8 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2BA. 6'-0" 14 12 1 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10 8,5 7 5,5 4 3 14_12 0.5 5.5 4 3 - (9) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 - 14 12 i0 9 8 .8.5 5 _3.75 14 12 I 8.5 B 5 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. 14 12 8 6.5 5.5'3 - - 14 12 70 9 8 6S 4.5 3.5 14 12 1 8 7 9 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SEF ANCHORS,A5 DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. 7,_0 - 14 12 i 9 7.5 5.5 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 5.5 4.5 3.5 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 14 12 7 7.5 45 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SH)TTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 7_ 8 4.5 3 - 14 12'1 8 6.5 5 3.5 - NOTES. 8-0" 14 12 6.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 12.5 9.5 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS r 1/4"AND TAPCON WITH 14 12 9.5 7.5 B - - - 14 12 9.5 8 6.5 5 - - 14 12 B 6.9 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 8.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 6.5 5 4 .- 0.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 1 9'-0" 14 12 8.5 7 5.5 4 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3,5 - - 11 5 5,5 4.5 3.5 - - - EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 B 6.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 5 4.5 - - 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0" 14 12 8 0 5 4 -. - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.5 - - - 13 9.5 8.5 5 4 3 - -_10 7.5 5 4 3_ - - - NOTES 9.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STEWS CONSULT THIS ENGINEER. r4 11 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 12.5 9.5 6 5 4 4 - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 28A. 10.5 8 5 14 12 9 6.5 5.5 4 - - 13 10 6.5 5 4 3 - 11.-0" 14 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 _ 12 9 8 4.5 4 3 - - 9 7 45 35 3 - - - 14 10 7 14 10.5 7 5.5 4.5 - - - 11.5 85 5.5 4.5 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 12'-0" _ 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHOUS: 11.5 55 4.5 I1 8 5.5 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM SPACING ANCHOR CINGS ARE VALID FOR NG SHOWN DISTANCES SCHEDULE INDICATED T THE LOW.FOR GE.S.LESS THAN THE NDICATED,REDUCE 13.5 9.5 6 13 9.5 6.5 S 4 - - - 10.5 8 5 4 - - - - ANCHORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN 1AINMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6.5 14 10,5 7 5.5 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - 12 9 -6 4.5 4 - - - FACTOR 13'-0"10.5 8 10 75 5 4 3 - - 7.5 55 4 3 - - - - ACTUAL. TAPCON W/ADVANCED THREADFORM TECH, TAPPER + 12.5 as -12 9 6 4.5 4 - - 9.5 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP - B 6 13 9.5 6.5 5 - - - - 10.5 7.5 5 4 - - - - 0 HV BLADE OR DICTANCE MIN.SPACING NTN.SPACING E.D. 3" 4" MIN.SPACING=3 1/2" MIN.SPACING a 3" 3 3/4" 4" 14'-0" 11 8.5 5.5 4.5 - - - 0 V BLADE W POUED EEBS IE �NaETE BLDG( POURED CONCRETE& POURED er,®CONCRETE& pTE comErE 9DOf 10 7.5 9 7 4.5 3.5 - - - - _7 5 3.5 3 - - - CONCRETE BLOCK CONCRETE BLOCK 11.5 B 11 8 5.5 4.9 - - - - 9 6.5 4.5 (LN HV INDOW MN.ED.•3 1/2' MN EO.•2 1/2" MN ED.•31/Y MN ED.•3" MN.ED.3 1/2" MN E0.•2 1/2" 7.5 12 9 6 9.5 7 4.5 3" 0.80 1.0 0.78 1.0 0.134 1.0 15'-0• _ 105 6 5 BLADE WORKING 2 1/2" 0.81 1.0 - - 0.67 1.0 9 8.5 6.5 4 6.5 5 3 IN UNISON •♦ - - - _ 10 10.5 8 5 '6.5 6 4 2" 0.710.51 7 11.5 8.5 5.5' 9'6.5 4.5 1 3/4" D'91 , - - - 0.43 - 10 7.5 5 �•� .016"-0" 8 B 8 4 6 4.5 ] 1 1/2" - - - - 0.35 95 9.5 7 5 - - I- - - 8 8 4 - ,,104/1r1"-'''.0.• ,.. - FLORIDA BUILDING CODE(High Velocity Hurricane Zane) ILLI A�\Y..'1 /'S/).---,.. 02017 TILIECO,INC.(ENGINEERING) Q2017 EASTERN METAL SUPPLY. INC. �a . OCEnis `TP BERTHA HVTM No.441• '1 ' / I L E C® �N ®���® Accordion Shutter System - -IN.BLADE#1 W/OR 01/0 H.V.WINDOW BLADE&H.V.BLADE#2 -r ' *, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. 3 . Association, Inc. 1 OLD 15-079 67/20/17 DATE: 07/2B/17 T� / \ 6355 N.W.365.St.,ste.305,ARM%CAROMS,FLORIDA 3316E. '� •��S \\ Phone:(30S 871-1530.Fax:(305)871-1531 4268 West Roads Drive 4� ID t-�L\ ( ) 2 DRAWING No v A -mail:UltacoOaoteam West Palm Beach" FL 33407 3 ••• ',Va. S�r�,IA E8-0006719 Phone: (8170)432-2204 . Fax: (561)209-8380 a 17-102 OVAL Eta r WALTER A.TILLIT Jr.P.E. P.E. SFAt,5IUNATURE%DATE FLORIDA Lic.8 44167 6 1 SHEET 28 • • MAXIMUM ANCHORS SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR_CONCRETE_INSTALLATIONS • (SEE MOUNTINGS I,A K&L ON SHEET 7) 7�� POURED CONCRETE ANCHORS SPACING LEGEND MAXIMl'J WALK OVER& 00 TRENCH ORAINGUARD MOUNTING KQWALL/FL00R MOUNTING ©WALL/WALK OVER MOUNTING . mamas 0 SPAN TAPCON WITH ADVANCED .00 A.S.DDESIGN NEGATIVE LOAD(psi) ASD.DESIGN NEGATIVE LOAD(pat) •A.SD.DESIGN NEGATIVE LOAD(pat) A.SD.DESIGN NEGATIVE LOAD(pal)_ THREADFORM TECHNOLOGY 30 40 60 5190 It 011 01205 30 40 60 75 90 120 1601205 30 40 60 75 901120 160 205 30 1 40160 51 90 11201160 205 ALL POINTS SOLID-SET ' 14 12 10 12 12 12 12 12 11.5 5.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 9 5 3'-O" 14 12 10 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 -5 5 5 5 5 BLUE TAP OR LESS 14 12 10 • 12 12 12 12 10.5 5 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 TAPPER+ ' 14 12 10 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 S " ' 14 12 10 12 12 12 12 11.5 8.5 8.5 5 7 7 7 7 7 7 5.5 4 5 5 5 6 5 4 4•-0" 14 12 10 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 '14 12 10 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7` 7 7 6.5-S 5 5 5 5 9- 5 . 14 12 10 12 12+12 12 10 75 5.5 4 7 7 7 ' 7 7 7 7 4.5 5 5 5 5 5 5 14 12 10 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 • 5 5 4 3 5'-0. 14 12 10 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 - 5 5 5 5 14 12 10 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 4 14 12 10 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 12 12 115 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 " - 5 4.5 3.5 - SPECIFICATIONS 6'-0• 14 12 10 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 ON SHEET 14 to 12 10 12 12 8 6 5 4 3 - 7 7 7 7 7 9.5_4 5 _5 '5 5 4 3 . •14 12 10 12 12 10 8 6.5 5 3.75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 4.5 - - 14 12 10 '12 12 10 6 6.5 5 3.5 - 7 7 7 5.5 5.5 4 - - 5 5 5 4 3 - 7•-0• 14 12 10 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 0 S 5 5 2 5 5 ' 14 12 10 12 10 6.5 5 4.5, 3 r - 7 7 7 7 85 5 3 5 5 5 5 3.5 3 14 12 10 12 12 8.5 7 5.5 4 - 7. -7 7 7 7 5 - - 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 - 14 2 10 - 12 12 8.5 7 55 4 3 - 7 7 7 5.5 4.5 3'- - '5 5 -45 3.9 - - , PSF A.S.D. DESIGN PRESSURE B'-0• 14 12 10 - 12 12 10.5 7.5 6 4.5.3.5 -. 7 7 7 7. 7 7 7 4 5 5 - 5 5 5 5 RATING-& FOR SPANS PER ' 14 12 10 - 12 I 6 4.5 4 3 - - 7 7 7_7 55 4 - - 5 5 5 4 3 - SCHEDULE #4, SHEET 12 16 12 10 - 12 11 7.5 8 5 3,75 - 7 7 7 7.5 6 4.5 - - 5 5 5 4.5 - - 14 12 10 - - 12 11.5 7.5 6 5 3.5 - - 7. 7 65 5 4 - - - .5 5 4 3 - - 9,-0, 14 12 10 -- - 12 12 9.5 8.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 . 14 12 10 -. - 15.5 5 6 '4 3.5 - - - 7 7 7 8 5 3.5 - - 5 5 5 4 3 14 12 10 - - 12 10 6.5 5 4.5 - - - 7 7 7 6.5 5.5 - - - 5 5 5 4 - - 14 12 10 - - 12 105 7 5.5 4.5 3.5 - - 7 7 5.5 45 3.5 - - - 5 5 4.5 3.5 - - - 10•-0"14 12 10 - - 12 11 8.5 8 5 3.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 4.5 ' 14 12 10 - 9.5 7 4.5 3.5 3 _ 7 7 7 5.5 4.3_- - - 5 5 5 4.5 3.5 - - 14 12 10 - - 12 9 6 5 4 - -, - 7 7 7 6 5 - - 5_5 45 S - 14 12 10 - - 12 95 6 5 4 3 - - 7 .7 5 4 3 - 5 5 11•-O"14 12 10 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 9 5 5 5 5 5 4 • 14 12 10 - - 11 -85 4 3S - - - 7 7 7 5 4 - - - 5 5 5 - - D HV BLADE ONLY 14 12 10 - - it 8 5.5 4 - - - 7 7 7 5.5 4.5 - - - 5 5 5 43 - - - 14 12 10 - - - 115 85 55 4.5 3.5 - - 7 7 45 3.5 - - - - 5. 5 45 35 3 - - - 12.-0"14 12 10 - - - 12 95 65 5 4 3 - - 7 7 7 7 7 5 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 - - - 5 5 4 3 - - - 7 7 59 4,5 3.5 - - - 5 5 5 45 4 .3 - - • . 14 12 10 - - - 10 7.5 5 4 - - - - 7 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 - - 10.5 6 5 4 3.5 - - - 7 55 45 3,5 - - - - 5 5 4.5 35 3 - - - 13•-0"14 12 10 - - -10 1.5 89 5 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 S 5. 4.5 3.5 - U. 12 10 - - - 7 55 3.5 3 - - - - 7 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12 10 - - - 9 7 4.5,3.75 - - - .7 7 55 4.5 - - - - 5 5 5 45 4 - - - - 14 X12 10 - - - - 107,5543 - - - 7 6 4 ] - - - - S 5 ] - - �14'-D"14 12 10 - - - - 105 0 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 - - - 65 5 3 7 7 5 3.5 - 5 5 5 4 - - 14 12 10 - - - - 8.5 65 4 - 14 12 10 9 7 4.5 3.5 3 - - - 7 5.5 35 5 5 3.5 3 - - - - 14 12 10 10 79 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 '5 5 5 5 5 4 3 I5'-0" 14 12 10 6 49 3 7 7 45 3 - - - - 5 5 45 -3.5 - - - - 14 12 10 8 6• 4 - 7 7 5 ' 5 5 9 4 - - - - 14 12 10 5.5 65 4 3.5 - - 7 5.5.35 _ 14 12 10 9.5 7 4.5 3.5 3 -'- - 7 7 7 7 8 3 - - 5 5 5 5 54.5 3.5 - i 14 12 10 6 4.5 3 7 6.5 4 5 5 4 3.5 - - - - ... - 14 12 10 7.5 5.5 3.75 7 YM �K"' 5 5 a9 FLORIDA BUILDING CODE High Velocity Hurricane Zone {{I{ N, 4C0.1: 02017 TILTECO,INC.(ENCINEERINO) ®2017 EASTERN METAL.SUPPLY,INC. �d4''a>`�� �jcEivsF r''�} BERTHA HVTM • IL EC 0 ` Accordion Shutter System INC. A.SS.A. it r 4 H.V. BLADE#1 W/OR W/0 H.V.WINDOW BL/DE&H.V.BLADE#2 " "----' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,No .DESCRIPTION - DATE DRAWN 6r; L.C. • J \ 5]55 N.W.]SN.St.,054,305.65005W wanes,80550 37166 Association, Inc. 1 OLD 15-079 07/28/17 OATS: 07/26/17' �_ ie Phone:(305)071-1530.Fox:(305)571-1531 4268 Wes! Roads Drive • 454‹:% ��fl,l�la ,,••44 444 0-506:OneeoOosI.eom. West Palm Beach, FL 33407 3 DRAWING No .yes•••••.....•••'`u5� td E8-05067t9 Phene: (800)432-2204 . Fax: (561)209-8380 4 1 7-1 02 „shim, et% ! WALTER A.TILLO'Jr.P.E. a:E. tALSCNANRE/DATE. FLORIDA u0.@ 44167 5 SHEET "' a 15 OF 28 • • • • MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATION$ (SEE MOUNTINGS A,B,C,0 AND F ON SHEET 8) • • . ANCHORS SPACING LEGEND. CONCRETE BLOCK - , TAPCON WITH ADVANCED NNOMUM (O2)WALL Sys If,OUNTING (®ALL SIL IKouNRNG. ®WALL SILL MOUNTING ©&©WALL HFAOER/SILL ®WALL/FLOOR MOUNTING ®WALL/WALK OVER MOUNTING THREADFORM TECHNOLOGY SPANQ2f (I4) MOUNTING . (ft) A.5.0.DESIGN NEGATIVE LOAD 641) A.S.D.DESIGN NEGATIVE LOAD(7sf) A.S.D.DESIGN NEGATIVE LOAD(7sI) A.S.D.DESIGN NEGATIVE LOAD(psi) A.S.D.06IGN NEGATIVE LOAD psi) 45.0.DESIGN NEGATIVE LOAD(psi) BLUE TAP 30 40 60 75 90 120 160 205 30 40 80 75 95 120 160 205 30 40 60 75 90 120 160 205 3 40 60 7 90 120 160 205 30 40 80 75 90 120 160 205 30 40 60 5 90 120 160 205 TAPPER+ 3•-0" 14 12 10 8 7.5 - - 14 12 10 8 7.5 4 4 14 12 10 8.75 5.5 4.5 8 7.5 5.5 4.5 14 12 10 8 7.5 5.5 - 14 12 10 8 7.5 5.5 - 14 12 10 8 8 6 - 14 12 10 8 B 6 6 14 12 -10 8 8 6 33 _ _ 8 6' 7.5 8 14 12 10 _ 8_ 8 0 3 14 12 10 B 8 B e OR LEST 14 12 10 8 8 6 - 14 12 10 8 B e 6 14 12 10 8 8 6 7 8 8 8 7 14'12 10 ' 8 8 6 - 14 12 110 8 8 8 6 - 14 12 10 7.5 5.5 - 14 12 10 7.5 5,5 - - 14 12 10 7.5 55 4 - 7.5 55 4 - 14 12` 10 7.5 5.5 - 14.12 10 7.5 5.5 4 4'-0" 14 12 10 .8 7.5 - - 14 12 10 7,5 5 - 1412 10 8 7.5 5.5 - 8' 7.5 5.5 4.5 14 12 10 8 75 - 14 12 10 7.5 8 - ' * SE. ANCHOR 14 12 10 8 8 - - 14 12 10 8 6 - 14'12'10 8 8 6 4.5 8 8 7 55 14 12 10 8 8 - - 14 12 10 8 8 - SPECIFICATIONS14 12 9 7.5 6 - - - 14 12 9 7.5 4.5 - - 14 12 9 7.5 '8 4.5 - - 7.5 6 4.5 - - 14 12 9 7.5 6 - - - 14 12 9 7.5 4.5 - - ' 5'-0" 14 12 10 6 - - - 14 12 10 6 - •- 14 12 10 8 8 4 - 0 6 4.5 35 14 12 10 0 6 - - 14 52 10 6 - - ON SHEET 14 • 14 12 10 0 - - - 14 12 10 7.5 - - 14 12 10 9 7.5 43 - 8 7.5'5.0 4 14 12 10 8 - - - 14 12 10 7.5 - - 14 11.5 7.5 - 14. 11.5 7.5 - - - 14 11.5 7.5 5 - - - - 7.5 5 - - - 14 11.5 7.5 4 - - - 14 11.5 7.5 - - - 6'-0" 14 12 10 4 - - 14 12 10 4 - - 14 12 10 7 5 - - 8 7 5 3.5 - 14 12 10 4.5 - - - 14 12 10 14 12 10 5 - - - 14 12 10 4.5 - •- 14 12 10 8 8 - - 8 8 8 4.5 - 14 12 10 5 - - - 14 12 10 4.5 - - 13.5 10 6.5 13.5 10 6.3 4.5 - - - 13.5 10 6.5 - - - 8.5 4.5 - - -"13.5 10 '6.5 - - - - 13.5 10 6.5 4.5 - - - 7'-0" 14 12 9 - - - - 14 12 9 6 - 14 '12 9 6 3.9 - - 6 6 4.5 - - 14 12 9 - - - - 14 12 9 6 - - 14 12 10 - - - 14 12 10 8.5 7 - - - 14 12 10 8.5 7 4 - - 6 7 5' 4 - 14 12 10 - - - - 14 12 10 83 7 - - - 115 8.5 5 ' 115 8.5 55 45 - - - - 11,5 8.5 55 45 - - - - 5.5 4.5 - - - - 11.5 8.5 5.5 115 8.5 5.5 43 - - •- - 8'-0" 14 11.5 7.5 14 115 7.5 6 4 - - - 14 11.5 73 6 5 - - - 7.5 6 5 3.5 - - 14 11.5 7.5 - - - 14 11.5 7.5 8 5 - - - 14 12 95 14 '12 9.5 7.5 4.5 - - -' 14 12 9,5 7.5 6' - - - 8 7.5 6 45 - - 14 12 9.5 14 12 9.5 7.5 43 - - - ♦SEE LIM ATIONS OF USE FOR 10.5 7.5 10.5 7.5 5 4 - - - - 105 7,5 5 4- - - - 7.5 5 4 - - - - 10.5 7.5 5 10.9 7.5 5 4 - - - - BLADE to ON SHEET 28 9'-0" 14 10.5 4 14.10.5 7 5.5 - - - 14 103 7 5.5 3,5 - - - 7 5.5 4.5 3.5 - - 14 10.5 7 14 10.5 7 5.5 - - - 14 12 5 _14 12 0 8.5 -- - - - 14 12 8 6.5 4,5 - - - 8 6.5 5.5 4 -. - 14 12 5 - 14 12 8 6.5 - - - -. , 9 7 9 7 45 _ 9 7 4.5 4.5 9 7 9 7 4.5 10•-0"12.5 9 12.5 9 81 '9 - - - - 0 5 4 - - - 12.5 9.5_3 12.5 9.5 6 33 - - - ,- 14 11' 14 11 7.5 11 7 5.9 - - - - 7.5 8 5 - - - 14 II 14 11 7.5 8.5 6 8.5_8 4 8,5 8 4 - 4 83 6.44 8.5 6 4 11'-0" II 83 11.5 8.5 55 11 85 55 35 - - - - 5.5 4.5 33 - - - 11.5 8.5 11.5 8.5 5.5 135 10 14 10 7 14 10- 7 - -- - - 7 5.5 45 - -.13.5 10 14 10 7 75 5.5 7.5 5.5 - - - - - 7.5 5.5 7.5 5.5 - '7.5 5.5 7.3 5.5 • .. ' 12•-O"10.5 7.5 - 10.5 7.5 4 /10.5.25.....3 7.5 5 4 3.5 - - - 10.5 73 10.5 75 5 - - - - - ' 12.5 9.5 13.5 93 4.5 123 95 6 8 8 6 5 4 - - - 12.5 9.5 13.5 9.5 4.5 - (- - - - 7 7 5 - - - - - - G 65 - 7 b 7 4.5 7.5 5 13'-0"9.5 5 9.5 7 10.5 8' - 8 7 4.5 3.5 - - - 9.5 5 9.5 7 11.5 6 11.5 8.5 12.5 8.5 - 6 8 5.5 4.5 - - - - 11.5 0 11.5 9.5 6.5 6.5 5 7 35 - - - - _ _ 65 5 - 8.5 5 . - 14'-0" 9 3.5 • 9 8.5 5,5. 7 - 8 63 45 3,5 - - - - 9 4 9 6.5 ,085 4 185 8 )45. 6 _ 45 5 4 - - - 183 4 I&s B ' 1) HV BLADE. OR (1) HV BLADE 15•-0" a 8 8 e 6 4 - - e a IO 40 10 _ _ 8 7.5 5 4 - - - - 10 ' ,a - - - - - - W/ .1® HV WINDOW BLADE 5 '4 sss' 3 16'-0" s 7.6 7.5 5.5 3.5 7.5 7.5 WORKING IN UNISON • 9.5 - 95 55 i_ _ 8 7 4.5 9.5' 9.5 • • • 1�1r1:A p,,"'ti1� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) \\\t1kIN ,',.,•. f ® ©2017 EASTERN METAL SUPPLY, INC. \ 1�EN••:'c#,'.11*�a 2017 TLTECO,INC:(ENGINEERING) 15:;.� BERTHA HVTM • \ No,�q •,,.. , /+ © Accordion Shutter System !- /. I L ECO 1NG. A.S.S.!1■ H.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE&HV.BLADE 02 - `®e • ,`' • f • American Shutter Systems REV.60 DESCRIPTION DATE DRAWN B'n LG • . S !7 jF' a \, TICCIT TESTING & ENGINEERING COMPANY Association, Inc. _ I OLD 15 079 07/26/17 DATE: 07/26/17 _ �@ 8755 N.W.]8U.SI.,Sta.705.N9WNU'GMDD15,ROWDA]3186 '.0' ".e..."4141.4„ t . Phone:(305)871-1330.Fos:(303)971-1531 4268 west Roads'Drive 2 DRAWING No = ......`.. - \t a-mall:tfiteco0aol.cam West Palm Beaeh, FL 33407 3 �'ONA1 c{�`- IIIT . EB-0006719 Phone: (600)432-2204 . Fax: (561)209-8380 - 4 17-102 ".yam r WALTER A TWT Jr.P.E.- - P.E. SEA 7S16NATURE/DATE - - . FLORIDA ua g 44167 5 SHEET - - N 15A OF 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SftUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) l_-_J FR T r A T E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS ((t) M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, W & X W & X W & X AS,D.NEGATIVE DESIGN LOAD(psf,AS,D.NEGATIVE DESIGN LOAD(psf,ASD.NEGATIVE DESIGN LOAD(psf_A.S.D.NEGATIVE DESIGN LOAD(pal A.S.D.NEGATIVE DESIGN LOAD(ps1,A.S.D.NEGATIVE DESIGN LOAD(psf,AS.D.NEGATIVE DESIGN LOAD(psf _ 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0.OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 • 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5.4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12,10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2_ 2 6 5 4 4 4 3 6'-0" 121010986.5664.53.532.5121010984,565,53.532.521210109 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10_5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" , 12 10 10 5 3.5 - 6 4.5 3 2 _2 - 12 10 8.5-4 -_ - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - _ - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - -_ - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12_10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - -- - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - -- 3 2- - - - 12 5 - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 3.5 12 3 11.5 2 - 6 16'-0" 12 3 _ _ 12_ 2.5 11 2 6 m + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WALL.FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: ///.t''��` -1/4b TAPCON WITH ADVANCED PENETRATION FORM TECHNOLOGY ANCHORS,AS CTURED BY I.T.W.BUILDER , ' / H V BLADE .0 R (1) H V BLADE W/ W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19.EXCEPTION: ll..::�� SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET'19 AND SHALL CONSIST OF (A H V. WINDOW BLADE WORKING I N UNISON * LAG SCREWS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIM ATIONS OF USE OF -SOUTHERN PINE Na.2 W/0-0.55(N.D.S) BLADE 0A ON SHEET 28 -DOUGLAS FIR W/0-0.50(N.D.S.) . -SPRUCE PINE FIR NORTH W/G=0.43(NA.S) -SPRUCE PINE FIR SOUTH W/0-0.36(N.D.S.) -Wilt. 1/2•CDX PLYWOOD(1988 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE - -- - "- ANCHOR'S MANUFACTURER. 1st ,A,....... ta-y /1.1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • 0'4,1•`-'.,. ,...---•`C/A r 02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. ° vAEryse' .. BERTHA HVA+ 1* 0.4418 / IILIEC O oNc. ` !i■S.S.A® AcdShutter System H.V.BLADE 1 Wcor/OR W/Oion H.Y.WNDOW BIADE k H.V.BLADE 0 3 ` American Shutter Systems REKNo OESLRIPTION DATE DRAWN BY: LC. + TICCIT TESTING & ENGINEERING COMPANY Z 0 'J�/W� • r� `e _6355 N.W.35th.SL.Ste.305,CRONA GARDENS.FLORIDA 33168 Association, Inc. I OLD 15 079 07/28/n GATE 07/26/17 AID A�,O Phone:(305)-71-:530.Fox:(305)871-1531 4268 West Roads Drive = ���35 .�•', +s1 a-mail:tiIIeco000I.com West Palm Beach, FL 33407 3 DRAWING No SfONpL�5�� +,L EB-0556718 Phone: (800)432-2204 . Fox: (561)209-8380 7-102 S�Ey40 WALTER A.TILLR Jr.P.E 4 P.E.' $�AASIiRt/DATE FLORIDA Lle.g 44167 5 SHEET 6 16 OF 28 • • MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) �= L__J B -- AT' E + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINE , SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULDEX DOUGLAS FIR W/ W/ MIN. G=0.43 W/ MIN. G=0.36 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 1B. MAXIMUM MIN. G=0.50 EXCEPTION:SEE NOTE 2 BELOW. SPAN (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 19 AND SHALL CONSIST OF S & V $ &V S & V LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. - 3.SUBSTRATE SHALL CONSIST OF NE FOLLOWING: A.S.O NEGATIVEDESIGN LOAD(p1QA.5.0.NEGATIVE DESIGN LOAD(pef;A.S.D.NEGATIVE DESIGN LOAD(psf ---- - -SOUTHERN PINE No.2 W/G=0.55(N•D.S) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -DOUGLAS FIR W/0-0.50(N.0.5.) • 3'-0"OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G••0.43(N.D.S.) . -SPRUCE PINE FIR SOUTH W/G=0.36 (ND.S.) 4'-0" 12 12 12 12 12 12 12 12 12 12 12_ 12 12 12 12 12 12 12 -MIN. 1/2 COX PLYWOOD(1986 APA) 5'-O' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12, 12 12 12 12 12 12 10 12 12 12 10 8 8 • 8'-O" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10.5 12 12 12 11 9 8 12 12 9.5 7Z 6.5 6 • • 10'-0" . 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 • ' • 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0 12 12 12 11.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12.12 12 10.58.57.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 •5 12 12 B 6.5 5.5 3.5 11.5 8.5 6 4.5 4 3 • 16'-0" 12 12 10.58.5 6.5 4 11.512 8 6 4.5 3 11 8 5.5 4 3 -. CJ) HV BLADE ONLY - . �� s FLORIDA BUILDING CODE (High Velocity Hurricane Zone) f1Lr%� A�•114 -- ii 02017 TILTECO.INC.(ENGINEERING) m 2017 EASTERN METAL SUPPLY, INC. 'uaEn'rs��P BERTHA HVTM \ 1 / IL ECO S S A Accordion Shutter System. 1*i I N C. \ = _ ? rI.V.BLADE#1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE 12 Z TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems - REV.Ne DESCRIPTION DATE DRAWN BY: LC. 11��9y F 8355 N.W.18N.51..Sc.305.VIRGINIA aM005,FLORIDA 33166 Association, Inc. I OLD 15-079 07/26/17 GATE 07/28/17 •,, p /� ' AA, Phone:(305)871-1530.Fox:(305)571-1531 4268 West Roods Drive 2 DRAWING No QA IQp'...4;041,1*` c-mon:8lte“Oool.com West Palm Beach, FL 33407 3 1 -{�n :'�s�•''••......••'1 ' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 1 2 S/OJqV�..�L�""��I\�CJ f YlAL1ER A TILLIT0057 Jr.P.E. 'A:E,SC,4/SICT/ATURE/DATE FLORIDA U.i 44187. _ .5 SHEET 0 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C) HV Sc ® HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ®ONLY SHALL I BE LIMITED O 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET�28 FOR MAX SPAN & - ;,�' . 1/4.0 TAPCON WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR NSTALLATION WITH BLADE & `I"J'I WORKING IN UNISON ' THREADFORM TECHNOLOGY ','' W/ I 1/2'Min.PENETRATION 1/4'6 TAPCON WITH ADVANCED OF THREADED AREA TO / II l?1 THREADFORM TECHNOLOGY \ ,` /. EXISTING WOOD HEADER. . � 1 W/ f 1/Y Min.PENETRATION I I (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO I , 70OR EXISTING WOOD HEADER. IAN,SEPARATION ,euti s,,,� IE .� 1 I, (SEE SCHEDULE ON SHEET 16) • SQIOEDGLASS U£ON(g5�EEE'f - l �), I1 ) aR ,- 12 rcW HADE(1)AND -'• (" I" - 1/4'6-20x3/4'S.S, MACHINE SCREWS EXISTING SHEET 2B OR , J j ..,.,%/471..., , 1 oR 18 q w/ 1/4'-2o Nurs a 1Y o.c. cuss—iO7+� + �7 V i 1— �'�, / \/+n'k ,,.. I I I•n,. �:� ' frilc-YIJIoR 1x7 WALL II 'II. I I _il 3 I' 3I �-' Fr FIN I (' 1 ,.;,FINISH 1 l i \ ,n I PTIONAL , R I 4 WALL �1A • / `f z..\ �O 1 I I I7 EFL! , EXISTING NTN. I!11 !:, n ,� z .I WALL 'I� rt',..,, /,'\\ /I I':::j E ^ j OR 1 S 2'x4•WOOD '7 I . ''''�''.'-::x, FINISH I N. m i T,�l I.l_,�, HEADER REQUIRED -'I"'OOR ® ITIL._ EXISTING MIN. 1 I N5 / RTS I I 2'x4'WOOD I I I,i� ;I� EXISTING1 ! f I>;'.: KN.SEPARATION I I 6 HEADER REQUIRED I 1/4'6 TAPCON WITH ADVANCED G TO GLASS(SEE 1 I 1 B I !- O l . \\\ ` 41 I -i THREAOFORM TECHNOLOGY ��CN I q MIN.SEPARATION I f I 2'x4'COM.541 ` W/ 1 1/2'Wn.PENETRATION 12 FOR BLADE 1 AVD I EXISTING 8 i0 GLASS PLATE REVD. `1 ,`` OF THREADED AREA O GLASS-1 (SEE SCHEDULE 1 f { iIMIDYTIOTH OF WOOD PLATE. ` ®ApEsOh I 1 ON SHEET 12) 1 t® I I)1 �' 1 ���1 I I,.•.!,:5I (SEE SCHEDULE ON SHEET 16) II ti 0NV WALL HEADER INSTALLATION ®HV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION EXISTING r 1 MIN.SEPARATION I I I LAIN.SEPARATION GLASS-) • MIN.SEPARATION I r `I`-- 0 I TO GLASS I TO GLASS CHER TO GLASS 1. ' --Z'J EXISTING I TO SCHEDULE '--� (SEE SCHEDULE O Yx4'CONT. ! EXISTING ON SHEET 12) R e W000 PLATE (SEE SCHEDULE GLASS--." ON SHEET 12) H x w GLASS--I - REq'D. ON SHEET 12) 1 #r Y 1 7 ' I ) j � �� I/4'A-20x3/4'S.S. �ypl i E 1 1/4'O-20x3/4'S.S. 1' Q /I{1� �- MACHINE SCREWS 10/ II, MACHINE SCREWS km; 7 Iy, S 1 I I �/ 1 J 1/4'-20 NUTS 6 I II 1 USING 1/4'-20 NUTS Ai,' iFlNISH 7'ill: 1 1 I \ / I 12'O.C. 'a 1 O 12'O.C. {H�NN NI $a \/y\/ �/ .J t DR:S :1 1�1 :1 (6.0 ��,., �1 ` � ;�j 2'x4'COhT.✓ I I j'.II 7 ` 1u OR� i .1 ! ., 7F OR /I II ,', 1 1, Y7 WOOD PLATE / t I I I --1 LE rti4r— 1' --.— :Tr 1 U1M, O�f.'tT.--Fq_ 1� �����C REVD. i ' I 1'Min. 1/4'0 TAPCON WITH ADVANCED ` 1 1 i I 1'Min. THREADFORM TECHNOLOGY 1 I1 _ 1/4'6 TAPCON WITH ADVANCED h 1 W I 14\1\ 1 1 "I 1 1 i I 1/4"6 TAPCON WITH ADVANCED I I ` �' / /2'Min.PENETRARON OF I 1 �:, THREAOFORM TECHNOLOGY : II�1 11 1111 I THREADFORM TECHNOLOGY THREADED AREA INTO PLYYf00D. I 1 W/1/Y Min.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL 12•x4'CONT. Yf 1 I//2•Min.PENETRATION / (SEE SCHEDULE ON SHEET 16) �� 1''` THREADED MFA INTO PLYWOOD. ' SILL PLATE E� 4( .." i 1 '�7 SHUTTER ASSEMBLY. I 0 THR ED MEA m �I' ' Ill ' I �.') • EXISTING LAIN.2 x4 SNDS 11 (SEE SCHEDULE ON SHEET Ifi) 2-MOUNTING SECTIONS CM BE 11 REO'0. ;,,i WALL MIDWIOTN OF Y1000 PLATE \_ - \O 16'O.C.MAX.REq'D� COMBINED IN ANY WAY TO 1 I I FINISH (SEE SCHEDULE ON SHEET 18) 1 1/2'MIN.CDX PLYWOOD REVD. PLYWOOD TO BE ATTACHED TO I/2'MIN,CO% WALL FINISH SUIT ANY INSTALLATION. ,I EXISTING MIN,2•x4'STUD5 O 16'D.C.MAX,REO'D, STUDS IN ACCORDANCE WITH PLYWOOD REDO. ®}'IV WALL SILL INSTALLATION PLYWOOD TO TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. WITH SECTION 2322 OF THE F.B.C. •SEE UTARATONS OF USE OF ®}IV WALL SILL INSTALLATION 7,a.AA.. ;V L SIL LS . .- OL BLADE IA ON SHEET 1B 41j47F • - FLORIDA BUILDING CODE (High Velocity Hurricane 2onel 11,41 F.. ....rnrS,Fi.:_i 02017 TILIECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. r a No.• 44167 / \ ���■� A BERTHA•HVTM L*.� I I L I E c 0 INC. \ A.S.S.A. Accordion Shutter System '-�'�* ( -I.V.SAE j1 Y!/OR W/0 H.V.WINDOW BLADE k N.V.BLADE F2 '� -E. ! ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,110 DESCRIPTION DATE DRAWN BT: LC. •A Asociation Inc. I OLD 15-076 07/26/17 DATE: 07/26/17 -1 0'• ,\ 6,195 N.W.IW741( SL,Sle.747,YJiFoe CAROMS,{ 37166 r . ' 11 •e.Q0 44 Phone:(305)871-1530.Foe:(305)871-1531 4268 wast Roads Drive t 11 a-mai:6ltecoO6d.com • West Palm Beach, FL 33407 - -� DRAWING No 4$/O1npL( EB-0008716 Phone:(800)432-2204 . Fox: (581)209-8380 4 17-102 i, WALTER A.'RUT Jr,P.L P.E.SF'.RV/SICNpiIJ /DATE FLORIDA UNP 44167 5 SHEET 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS -FOR c HV & it& HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 10ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 28 FOR MAX SPAN & I WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE� & 1® WORKING IN UNISON I,, \ Y 1/4"0'TAPCON WITH �� _ ADVANCED THREADFORM (--E07--EO 2"MIN.—y �i 4'xB'(Min. EXISTING i EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2"Min. ) I i'� \��I PENETRATION OF THREADED V100D BEAM REQUIRED. -,' I I AREA TO EXISTING WOOD STRUCTURAL ADEQUACY �• 'Arl , IE' : , (/ HEADER. OF EXISTING WOOD BEAM Lq�'` 5. SEE SCHEDULE ON SHEET 17 1/4"0-20x3/4'SS. i _-_rr EXISTING WOOD ! 1'1 / /� ( ) PHIWPS TRUSS HEAD TO BE CERTIFIED 8Y .1�a�� . TRUSSES OR 1 \ I'!.I'n.- REGISTERED ENGINEER ORS AACHINE SCREWS ARCHITECT PRIOR TO 1/2" 1/2• RAFTER O 24" ��� CEO Eq- YJ/ 1/4'-20 NUTS 0 O.C.REQUIRED SHUTTER INSTALLATION. II 9 \/�•I •��u•. ® 12"O.C. f � - _ J•1 I J1 _ I 1 <3"--(3) 1/4'0 TAPCON WITH -- / an n L.:/OR Q ADVANCED THREADFORM "" i er m I I �� .250' TECHNOLOGY W/ 1 1/2'ldin. ! ,! , , �'$ EXISTING xSOFFT C 'Afir AREA TO EXI OF THREADED / �t l N 3 .26 I rAOz• AREA TO E%ISTING 1Y00D B ED ' 81423/4' i, rEO=�'EO 1'x4•x1/8"CONT.ALUM.TUBE / I , �OPTIONH. I (SEE SCHEDULE ON SHELL 1B) S.M.S. II (6063-T6 ALLOY)WI / I I I J 0 6"D.C. { L (3)5/16"O LAC SCREWS TO I I q.:,,,....,,,, I "` or 13 or 15 EACH RAFTER OR TRUSS. I ' _ { { 1 1 Or 1 3 or 1 S '` ,... LOCATE LAG SCREWS AT U `-'-1.':--- ---- •BI 1 { 1'/11�'L �.99 .��4 MIDWIDTH OF EXISTING WOOD n _EXISTINGIN 2"z4" �' O `,-g��j^+•u4 �{L - , 1 - MEMBER,(2" EN NOMINAL WIDTH) EXISTING-9i HEADER REQ.() MN.SEPARATION 'L I 1111 '1 OPEN HOLE AT EACH ' t 1 W/2"Min.PENETRATION OF GLASS ) TO GLASS nn STUD TO ACCEPT F ,''.� THREADED AREA.VALID FOR E%ISRNG 1 (SEE SCHEDULE ON SHEET 12) I GLASS_) x 5/18"0 LAG SCREW }1 I g INSTALLATIONS WITH 72 psf 1 q AT CENTER OF TUBE. (I I MAX.A.S.D.DESIGN LOAD AND \� us SIP;rulgv I .�. 0 9'-0"MAX.SPAN.THIS 1 X10 CUSSLE (9 r6 1 MN.FA(01 1.1 H INSTALLATION IS ONLY VALID S®HV WALL HEADER INSTALLATION 12 FTA I 11 u' EXISTING -I so�uE u 9¢ FOR WOOD W/MIN.SPECIFIC GRAVITY OF 0.50 AS MILS. I ON 0 OR CLASS--f 1auMR O I 'r I O OR 1�0 OFIR R EQUAL SOUTHERN PINE Uh'o�2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1i 2-MOUNTING IN ANY WAY TO SLIT ANY INSTALLATION. OT HV CEILING INSTALLATION. OU HV CEILING INSTALLATION I A 1 1,— _I ITo a,�ts1A_ } 1OOR ®� iI.WN.SEPARATION 1 MIN.SEPARATION !I / I 1. TO GLASS TO GLASS I I METING 'a '�'�o I H(SEE SCHEDULE TTTTTN�� 0 (SEE SCHEDULE ON SHEET 12) GLASS12) ry EXISTING 1 I O I sums Q•} I I v ON SHEET ''(I'l9'jI1+ {t{ GLASS—� I I I '' a t11 ) I I 1 i > /! 9 ! t I ALTERNAT 'I ,'I 9 I ''I I I ANCHOR III 4 I I O I' EXISTING C WALL. ")'{' I LOCATION a GLASS--) �._T ILII•.� II)I 2"z6"MIN.WOOD 3/e•uRJ. {IL•{''_'N)JI} tNYt(' FINISH' I1 I' 1+ -747-3. O•O p 410x3/4'HEX DECK REQUIRED i :',"',:'.,..'-.7-',7':-,rf/ 19 ICL 5L Max. 6 \ '/e MAI' WASHER HEAD TEK �(NO FINISH ALLOYED) I I SCREWS® 12'o `;, , -3.14111.1- 2•x6"MIN.'JIOOD—)\ _, !Ir• .c �� E. �� „ OR DECK REQUIRED(NO �•.��� EDGE OF DECK �"I,-t-—i •;� ® © FINISH ALLOWED) z���+�- -� IF APPLICABLE �= ` --E0--r-E0 1/4"0-200/4•S.S. EDGE OF DECK 1• �,. ---� 1/4"0 F.H.TAPCON WITH w PHILLIPS TRUSS HEAD IF APPLICABLE � � —�_ EDGE r._ A W1 Av4-0DVANCED CED THREADFORM YAD T 1" '� ADVANCED THREADFORM \,� `�� 1111 '. ADVANCED THREADFORM lAin. MACHINE SCREWS OF /� TECHNOLOGY V!/ 1 1/2'Min. "` I TECHNOLOGY W/ 1 1/2'Min. VI/ 1/4"-20 NUTS 2'MIN. 2"MIN. DECK IF vi PENETRATION OF THREADED 2•x4"CONT. PENETRATION OF THREADED ® 12"O.C. 1 APPLICABLE 2"MIN. AREA fD MIDWIDTH OF WOOD SILL PLATE _ AREA 0 MIDWIDTH OF WOOD 1/4"o TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ' 1 PLATE. REO'D. PLATE. W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 16) i `.;'j (SEE SCHEDULE ON SHEET 17) DECK. (SEE SCHEDULE ON SHEET 16) • BSEE LADE II USE GE ®HV WALK—OVER INSTALLATION 0 HV WALL SILL INSTALLATION TTLtt�tt� T�;��.. ®HV FLOOR INSTALLATION, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ''"1 ?'' ''.•••CN�••,�✓AIL ®2017 TILTECO.INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. ., •\)" ( BERTHA HV/TM No.44167 ':.01 / i L E C® � \ A•S I■S I.�►• Accordion Shutter System H.V.BLADE f1 1V/OR W/0 H.V.WINDOW BLADE&H.V.BLADE#2 ` �� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATELC. /. DRAWNDATBY: 26 fy�,( �r 44 6355 N.W.76th.sl.,Sta.305,VIRGIN%GV1°04G.FLORDA 33160 Association, Inc.II OLD 15-070 07/26/17 DATE; 07/26/17 �G ''fJD••P'••�Lt5 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 1� o—mala tatoaooaa6mm West Palm Beach, FL 33407 DRAWING No es r, EB-o0LLIT Jr. Phone: (800)432-2204 . Fax: (561)209-638O. 4 17-102 ' WALTER A.TILLIT JP.E. P.D.SEAL/SICI1ATIJRE/DATE FLORIDA Lk.II 44167 5 . SHEET 6 19 OF 28 END INSTALLATIONS HV & 14 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. Yx4'MIN. dy} WOOD STUDS. 1/1.O TAPCON WITH "^" 2.4'Mw.WOOD WOOD STUDS. -- ----- (AS APPLICABLE) Cyln1 \\ / vAnceO THREADFORtd /�1 NLN.YIOODO6O , a� S REO'D.1zuwEo . 'iSV. IXISTING GV55IXISTIND GLA55 EcIl EC‘ - NA A g _ 1 Z'MIN.CO% iii 1 E PLYWDO.. MN.SEP TION Mn.swxWAnan qt, >_ ... 50 ASS(S MN. ASS ATION(EE TO GLASS(SEE ro aws(sa aux F ?�i •• 1/2 uIN.coz uE a sHFEr PLYWrooD. 1; .z�',M+ TO CLASS(s¢ sa%u E�oN(s�eEr 1/2*MIN.coz II$d MEDAL CN%CET 12 FDR BADE SAN] 1/16'x3' I w SC ME CN SHEET • :.>1". r +'.1 12 FCR BL/CE94EET 1/z' ,Ire... 1x TCR BALE(DAV ID (8063-16)CONT. FISH 1/2•Mw.cox 12 TDR eiTMm DN CR 78 FOR DA CN ce M Ze FDR aAD Oma® ALUM.(LOCATE PLW00D. ETADES O)& WALL I �DFSCD&O II WOES I,1/Z'MIN. PLATE.(LOCATE 1 MIS�lI FINISH •os[I'm 2'IMx ■� AT EITHER SIDE®, MIN U— ..tea'•I/e10'-T Y I. / / / OF 4O) -I suNlnnEE rGV� - A. 016 10.2•S.M.S. • 016 1/C:SUES. n — I Ia_ TPTTI I W t T1�a�.J P1� \ L.i.,- - I" TMCON WTI AWNIem -. Irak mRrAwmN TECMNDLCCY I / 1r1�r 10 1 L +AIMS © O Ilcui[LT cm.AN or®) I Ire OR rerinSEE DETAIL x FO. 0 OR®♦ 0 OR Q� / SIDE CONNECTION __//�� SEE DETAIL X FOR 0 OR®♦ TO TRACKS SEE DETIDE 1.S FOR '®'©•0'O'C'®'' 8 10 SIDE CONNECTION g-Q•Q'Q 10'®' N TO TRACKS (1.0'@'0.@.'e'0. Q'®'®•0' °0.0' TO1RACON 10'®a®.®•®.,res 4'QB•07'C',1�y0,•0" 1001®'®•®®•®' ©'® '0®.®•®a ©•�•©'©.O.V®q�./ 1901®'®'�®'V' 0•©•©'©'^D^•®" tg.®-104�,.0-0.®- ®l•®u(3.6-C>®' ©•©•®'©•Q•®p1 ®•®'®•®'V•® Q ' .®im R°J'®'®'® Q'®'®•®'®•® 0.®a0•(auO•42,. O'®a®.®'®..® O.0)'®•®'9® END CONNECTION DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL® END CONNECTION DETAIL Q El aims I;REQUIRED ONLY FOR SPANS GREATER THAN 12'-0•I +DCTTH WITH +DVA CEDCWITH 1 EXISTING GLASS ADVANCEDOO 7H RW IUIED TECHN LO THREADFORM /_ S_' TECHNOLOGY IIW 2'15N1 TECHNOLOGY NW 2'MIN. 2•x4•uIN.WOOD ANCHORS REMDE w/1 1/2'LeN. ANCHORS W/1 1/2'NN. • SEE LIMITATIONS OF USE OF THREADED PDIERUTKIN THREADED PENETRATION 110:1 2 S.M.S. MN.SEPARADCN MNL SEPARATION STUDS REO'D. 1 INTO STUDS 0 12'O.C. 11TT0 STUDS o 12'O.C. 016 do 10 Guns(SEE BLADE 0 ON SHEET 28 TO CLASS(SEE SWILLS ON STCLT MallialEIRMINEIMI 1/2'MIN. 112 FOR BAIE L1LE CDND O 12 FOR EIAM a)No �® ON SHEET ZR FOR ON SHEET 25 FORaril BLADES(1)0® Wri`-^'- • Ille 11 / IT I uyei,,p1..,....„..., --t D 1 -_,›<___L-_---_--_, -,,-6,OROOR01 OR O1 'R 1'1 tir © I . (DOR I•• , — s. �_. � ..2,7 I OOROOR(3 OR 7ti / / CZ ORI)OR�CR3 ®a©.O7-(D- .®w /WALL FINISH 2'z4"MIN.Y/DOD WN.-/ �9'a©•P'� 10.�7J' VIEWY foo®a®•@-®.®' SND'REO'D. FISH 1po�'ya®'�®•0$u PLAN 0.0.,633.0.013- O.O•@'O.O•®' - - O•E',5•®-@•® C•6'6,'®'0'® DETAIL X - -=_--=- END CONNECTION DETAIL END 14 FL.1 ick ORIDA DETAIL 12 FLORIDA BUILDING CODE(High Velocity Hurricane Zone) to .., .., if`-. 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. �$ •.\cr`IVSe%4/-- $ z BERTHA HVTM No.X4167 '# /_IILIECOINc. \ ji.V.BLADE/t W/OR W/0 H.V.WINDOW BLADE k H.V.BLADE/1 American Shutter Systems RER.No DESCRIPTION DATE DRAWN BY: LC. Z, S1 ; TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-075 51/26/171 DATE: 07/26/17 % 4.; 8355 N.W.36th.Sl,SIA.305,NRGwtA GARDDIS,FLORIDA 33165 7 d \ 4r f •`. % Phone:(305)871-1530.Fox:(305)871-1531 4288 West Roads Drive 2 DRAWING No ti i •v04 a-moll:tillecocreacem Weet Polm Beach, FL 33407 3 +„�tr I G� 11 EB-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 1 7-102 s7SO���LqryT Lia /• WALTER A MUT Jr.P.E. P.E' (GNATORI:/DATE FLORIDA Lk.B 44167 6 20 OF 28 r.....@ oo 7_ Illi– I I �! ` 11 * NOTES ON HD LOCKS AND CENTERMATES: i o.®. .1 � 0.@-\ ALTERNATE34•LOCATION 1. MANDATORY CONDITION # 1: ONE 3� H.D. LOCK SHALL BE USED FOR , NVD-Ts NVD-NDB "—(0)°"0.8, ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, xD.�, s — l —� (S1 OR 32)+331 AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS • A INSID OR UTSIDE LOCK, ATTACHED TO HEAVY DUTY SYMMETRICAL • ti o3a • ' r-y �c xyp�x�D CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING xn ,a' cn S ' 7'. IQ, rl RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. '81 g I 2. MANDATORY CONDITION # 2; LOCATION OF 3 H.D. LOCK SHALL BE AS a 0 1 �a�Ng f_ '.,. z • INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105 6 Nvc-Dc II, o C9 c I O H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12"1 a �/ 4iz" CABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER IITHAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF AUT3ru 34 LOCA1311 z SHUTTER. .--,. o IBEN �� gN I 0 NVE-HOE - E ^LL O \ / § �— 3 SEE END I e� CONNECTION DD ®•it,as c DETAILS 0 SHEET 24 •• TYP. FULL MIMEO 600171 HEIGHT. 0O®OR© i ]OCR 0*50.6-ii).5 • TYPICAL © HV BLADE SHUTTER ELEVATION N.T.S. �F°j10jt'"Im FLORIDA BUILDING CODE(High Velocity Hurricane Zone) `,,,1,01,_<.,S� ..N.rOle L Q2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. a S BERTHA HVTM ° No.441 •• •:. . / 1. ECO INC. ` . . Accordion Shutter System 2 iii. - 'ylp H.V.BLADE#1 W/OR W/0 H.V.WIDOW BLADE&H.V.BLADE 112 Z American Shutter Systems REV.No DESCRIPTION DATE DRAWN ay: LC. - 3 .. 1 •/A• y TILLIT TESTING Sc ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 -W,r 6355 N.W.36th.SL,Su.205.VIRGINIA GARDENS.FLORIDA 33166 S /� 4268 West Roads Drive s ,� ,��A Phone:(305)671-1530.Fax:(305)871-1531J DRAWING No ,L a-moil:teteeooaoicam • West Polm Beach, FL 33407 +��SS!•..••.••.�,e�.1rt E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 U��]i� �+l WALTER A.TILLR.11.P.E. RE.SEJ(C/BIGNATURE/DATE FLORIDA Lie.#44167 5 SHEET _ 6 21 OF 28 POURED- • CONCRETE ANCHORS REQUIREDCONCRETE SEE SCHEDULE ON 1/4'0-20x3/4'S.S. SHEET 26) MACHINE SCREWS USING 1/4'-20 NUTS 0 6'O.C. POURED CONCRETE ANCHORS �,•' / /'•�,' CONCRETE (SEE SCHEDULE ON SHEET 26) / 1• REQUIRED / =�• DM I EDGE OF ' uIN.SEPARATION�� !';' ,! ! J J //%/ SLAB IF O TO CUSS / EQ EQ J! • E 0 ` APPUCABLE LOA SEPARATION I 2 (SEE SCHEDULE ON 1 l !/\� �� /////////:/•'' �,/i J 1iii ,/,/,/ /J'% "(us 5p1EOV1E O .j EXISTIN�� 6HEET 7:1) ll //` 'EO', EQ'f /! J' / % SHEET 25) 3 LASS II J - /////1111=1"//////' 9 t. GLASS j]OI, ,W/J// ji-- • I) `;;,,'+T1Ml-J U� � IS E GTIN2.LAS 411 1!� O ! NII II ' / OPTIONAL ry HH J / / 'f/ EDGE OF % / / // ,•'/'/ - ndL / ff , EXISTING_� %/ !t'/.././ / LAB IF .1/////r ! 1 1' • CLASS I �: // i! APPUCABLE / / /'t i ,!'•/i'// EDGE OF J 1///// J/ f/J f SLAB IF IL ( MIN,SEPMATION ,-/,'•//,./:/' / i // „ ,,.///////1/1/ /fJ rf/ / APPUCABLE MIN.SEPARATION 1 ! .^J /JIi ��/ •r• ' ' O.4/-/ ,J:J i'/// !. r /1/�// ® 1(SEE SCHEDULE ON % ' (SEE SCHEDULE ON /r! / // r' f //; SHEET 25) 1 POURED E D.• EXISTING SHEET 25) 0 CONCRETE POURED FLAT HEAD CONCRETE ANCHORS REQUIRED CLASS j CONCRETE FIAT MEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING 1 YIN.SEPARATION (•l/SS� WITO QA55011 ...... ,� TO GLASS 1 O WN.SEPARATION O . (SEE SCHEDULE OR (SEE SCHEME ON TO G1A55 SHEET 29) 1+1! 0 -IEEE SCHEDULE ON 1 SHED 15 EXISTING iE SHEET 25) I . I 1 GLASS I A j EXISTING • 1 fl I E _ I ' CLASS {(, Js //J'J.../ ,/! OPTIONAL du HN ALTERNATE 'd ,..."-OPTIONAL C.!1-1111.11 OPTIONAL l tlxtl „p #14x3/4'HEX HHM 14x3 WASHERf ,�%/r%, I B �I�G;•:7L: WASHER HEADLOCACTION ( pq m-r ryIIHEAD/TEK SCCRIEWS TEK SCREWS I�,IIII {'1'a. J f b �11Yur,. ®6.O.C. Im. el 6'O.C. °'/.'iiP____ •+ _ B IIIIII�AI ® I'I '2=1 CONCRETE ANCHORS c /� O O rs (SEE SCHEDULE ON / ! 414x3/4” HEX MEAD___J( - 8 + `I��..,� ,.., SHEET 26) / �__/ TEK SCREWS r O.C. ' /I r ".ii.,-, I i ! e OR 1/4"0-201S.S. M.S. L CONCRETE ANCHORS EDGE OF �///,/// i'J',.//, II�/://,/1,/./ / ///// / W/NUT 3'O.C. (SEE SCHEDULE ON SLAB IF ' ! ',/ / I/ 1/2• ; 1 ; //,//// EDGE OF / APPUCABLE - iJ/ EG . E0 !!t/ // SLAB F / MITI 1/4'0-20x3/4"S.S. _____-' SHEET 26) / ! //7///////////- APPUCABLE PHIWPS TRUSS HEAD J ifs ./.4„////' /' /� / r MACHINE SCREWS 1///'/.71////: SII. .NCRETE ANCHORS i l// ! J JI //' ;// J/// USING 1/4'-20 r//://:I i' //i/ J 1''',/,,/ ' J / / EDGE OF CONCRETE 1 E D.• E.D.• POURED CONCRETE (SEE SCHEDULE ON • / :i 7 e• /Li/8” '',/ ! , REQUIRED WALL REQ'). SHEET 26) NUTS®6'O.C. ,%j/•' J „...../.. , .., .,.../,///, „ /,/,/ - , • r SLAB IF ! / -/J '/ //• i - > •// APPLICABLE • C ' 1 ® HD FLOOR INSTALLATION POURED ' EE HD WALL, SILL INSTALLATION CONCRETE REQUIRED 1,1 •S 0:I • 1. • .2 ., : CO HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER • SCALE: 3/8•=1•• ASSEMBLY E.D. a EDGE DISTANCE I __._ ._ _ _ _ _ _.__ 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 26) 11 s IN ANY WAY TO SUIT ANY iNSTALlATION. 1)1 '... FLORIDA BUILDING CODE(High Veiocit Hurricane Zone 1. T 4...'•NCIENs�:••.,4'� S. el2017'11LTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM I No,44187 `: I_kLIEco . \ A.S.S.A iAccordion Shutter System 4,V.BLADE#1 W/OR W O H.V.WINDOW BLADE&H.V.BLADE#2 -O'• • l American Shutter Systems REY.IIM DESCRIPTION DATE DRAWN BY: L.C. .p••• i� TILLIT TESTING & ENGINEERING COMPANY Q •• t)A e355 N.W.S61h.56.Sta.•A5.VIRGINIA GARDENS,ROMA 7316E Association,BeachInc. 1 OLD 15-079 07/28/17 DATE: 07/26/17 •• 1L Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 to 61 DRAWING No • i s i �� LL a-moa:UllecoOeoLcom West Palm Beach, FL 33407 3 `s/ONQ1 4` EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 - WALTER A.TILUT Jr.PE. P.E.SEAL/SIGNA1URE/DATE FLORIDA Uc.@ 44167 5 SHEET e 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 n IN 1-7—EXISTING GLASS -INSTALLATION OUT 90' „epi, I * SEE NOTES ON LOCKING RODS® & HO 3� LOCKS ON SHEET 21 ( ) H tl BLADE v OOR®OR®+IOOR \_0.10.R0+® SEE END WALL CONNECTION iDETAILS ON SHEET 24 7 /' EXISTING GLASS fel © L -5 . 2-x2-x1/8-x0'-2- (6063-T6 ALLOY)ALUM. ®*) G * (OPT * ANGLE W/(2) 1/4-9 MIN.SEPARATION (OPTIONAL) TAPCEN ANCHORS TO 014 x 3/4"S.M.S.0 12" (4) H.V. CONCRETE(TOP/BOTTOMS' 0 C. TO GLASS &(4)81481/2-S.M.S. (SEE SCHEDULE PINS (TYP.) - IN TO TUBE AT EACH ON SHEET 25) (4) H.V. ANGLE.(TYP) © 1* I I 4 5/s' 6 1/2" PINS (TYP.) lit458 • '�1�. .171 -�1iii . . :r-� -- ---��6 ' as�I----- ---*'.. ( I 1-.ti7A ---- ..�c�iL._J _ ,1,.. z /rye ,, . • 2. . ' 4. :i 31 OR 32i 7 ®.32 00R@-/32 J 31 ORO HVA—HDA 11 0:5_1* ®* 35* HVB—HOB (OPTIONAL) HVC-HDC 9 OR®OR© +OOR [EXISTING GLASS SYMMETRICAL PTIONHD�CENTERMATES OUT SYMMETRICAL HD CENTERMATES 0+©.0,.© —__ ____________FL ( W/ & LOCK (EXTERIOR) W/ LOCK (INTERIOR) MIN.SEPARATION TO GLASS IN © 5/',� O OR®OR©+OOR (SEE SCHEDULE ON SHEET 25) /' i! ./ /' I O+©OR®+© MINIMIr► i1 IL / . OW @ "ACONCRETE' © \� C / j ANCHORS® / °4 / e Amikk /' 16"O.0 . /' II. - 'dillibi / 7 T, ............. / „, l-. .ST / OUT HVE—HDE POURED CONCRETE OR CONCRETE BLOCK WALL HVD—HDD REQUIRED ,i1 x _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1t II P\, 7 = ®2017 TILTECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. s�.:''�CENSF'••.,Q BERTHA HVTM No.44187 '; 3Accordion Shutter System �� _ �.* : /liiIEc® INC. ` ■ ■ ■ ■ H.V.BLADE i1 W/OR 19/0 H.V.WINDOW BLADE&H.V.BLADE f1 J , TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ro DESCRIPTION DATE DRAWN BY: LC.,/' \ Association, Inc. 1 OLD 15-079 07/26/171 DATE: D7/28/17— \ -/-4 .`c \ 6355 NM.361h.St.,Ste.395,NRGRM GARDENS.FLORIDA 33186 Q 'y l 1 R ..' '`W,\` Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 S „•C. tl� a-mail:L'R000060Lcorn West Palm Beach, FL 33407 3 DRAWING No 5'�111A�F� EB-ao0s716 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 _ Trrr WALTER A.DUJT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Us.A 44167 5 - SHEET 6 23 OF 28 POURED CONCRETE OR ! /P'.,` ,r' POURED CONCRETE POURED CONCRETE •OUREO CONCRETE l OR CONCRETE , OR CONCRETE OR CONCRETE \ r CONCRETE BLOCK WALL BLOCK WALL REQUIRED �\% / / REQUIRED' r,// / / / �' BLOCK WALL REQUIRED BLOCK WALL REQUIRED •� r;'! \•i 7—EXISTING CLASS / / /� __ �? / EXISTING CLASS (` CONCRETE ANCHOR' r / r ' fir' / ` _ EXISTING GLASS EXISTING GLASS / `J % — / r'r ` JJ 2"MIN_.'/ ® 16"O.C. /' LI i _ �f °' f 2"MIN., _—1) / / f% f / jr — !� !r' �` !r �7 / l / / MIN. SEPARATION t MIN. SEPARATION r!,r • I EO/ MIN.SEPARATION 1/16"x3'MAX. I MINTOE TION ii j TO GLASS �' I r r TO GLASS _ / TO SCHEDULE (SEE SCHEDULE . (SEE SCHEDULE __ (6063-T6) CONT. SEE SCHEDULE r ( (SEE ALUM.CLOSER ( ON SHEET 25) 1/2' Ir__� ON SHEET 25) ELRHER SIDE ON SHEET 25) MATE. (LOCATE 1I2" II ON SHEET 25) I 1 T—L:c,:... OF Sp) r I AT EITHER SIDE MIN '4“,•21111111M11 I l I � 1/2"MIN.,i__ I OF O) I, I ` ♦USE 1"OR 2"MAX. I �� c 814x1/2'S.M. I I" Ih v --'--,....----> (AS APPUCABLE)x2"x1/8'xo'-2` r"►�`� • 814x1/2'S.M. t1 _—_—_ �c �\ ® I6'O.C.DCIn'7=N —___ ALUMINUM CUP ANGLE ■�� ® 16'O.C. \ E I 1.r ! _If ) II L !1!�\ (6063-T6 ALLOY AT MID EIGHT • --Ehhhh, Q (1) 814x1/2`S.M.S.Toa& \i © (2)1/4"0 7APCONS ANCHORS TO \ \ SEE DETAIL X FO S OE CONNECTION © \ EITHER SIDE OF®)(LOCATE AT I Q I SEE DETAIL X FOR •� TO TRACKS SIDE CONNECTION • I SEE DETAIL X FO- O ///��� TO TRACKS + 7 OR H OR L/T X5,1+ © OR -.0+OR®OR + OR SIDE TO TRACKS 0ONNECTION +CR®ORO+fl'�)OR 00 + I5. +© (D.CD O+ CAD END CONNECTION DETAIL® END CONNECTION DETAIL 20 END CONNECTION DETAIL® END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" . POURED CONCRETE OR POURED CONCRETE OR ! CONCRETE BLOCK WALL CONCRETE BLOCK WALL 0 / REQUIRED /—EXISTING GLASS f`" / REQUIRED EXISTING 0 -n /�� L- '/i -A GLASS I I a.,s xa J f 814x1%2"&MS,- I Y ------ _.._ 'i- ®.16"O.C. ! MIN. SEPARATION > I < <- , f/ /r I \ TO GLASS ��yv�:w;m �' ` a' ©OR®OR© / MIN. SEPARATION• / \ (SEE SCHEDULE E - f CONCRETE X1/2'MIN. ON SHEET 25 i I /r' r TO GLASS ANCHOR IA ♦ ) ,- "i ,/ (SEE SCHEDULE 12"O.C. / / ---- - '- ! CONCRETE' � 40 ON.SHEET 25 r � f1 i r ANCHOR= ` ) /EQ O.C. _�_ 1/2`MIN. - L_p t, "(-yi � / �OR®OR 2 MIN• f ► �., `� / 2 / PLAN VIEW Y i / ��_ /% r© ' / ! filliEa I DETAIL X END -INSTALLATION CH®OR0+05a SUR®OR©+AOR ® HV BLADE INTO CONCRETE OR _ 19 .3.,,C).© ID+ll t)OR❑7S1+@ CONCRETE BLOCK -WALL. END CONNECTION DETAIL O 5 '----�- /, r� �}S1 TION DETAIL© • FLORIDA BUILDING CODE(High Velocity Hurricane Zone) '•NCENS ,y •''•.,V� ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. F BERTHA HIN } No.44167 ? /_IILIEcoNC. \ S S A s-I.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE#2 ` ill J" American Shutter Systems REKNo DESCRIPTION DATE DRAWN BY: LC. 1.'p `C A, TICCIT TESTING & ENGINEERING COMPANY -- .X 5;) [�L` 6335 N.W.30th.St..Ste.355,9RCNIA GARDENS,FLORiOA 33166 Association, Inc. 1 OLD 15-079 07/28/17 DATE: 07/26/17 -.. •••�I.... \�~,11 Phone:(305)871-1530.Fax (205)971-1531 4268 West Roads Drive 2 . S/O yh\'Q It o-mob:OltecaOaol.cam West Palm Beach, FL 33407 3 DRAWING No�f NAL 44 •tr EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 A. 1 7—1 02 WALTER A TIWT Jr.P.E. ,.P.E.ISEAL/SIGNATURE/DATE FLORIDA Ua.8 44167 5 SHEET _ 6 24 OF 28 • * NOTES: • ♦ PADA • T. :1, : • : " MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.)* (I) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS • INSTALLATIONS W SYMMETRICAL A.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". / L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. ■D _l RMATE I OR(l, DESIGN PRESSURE RATING. W/ ONE HD LOCK & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING "IDS 35 ♦ MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, maximum POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. A.P.E.=IONGIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, PRPRESSURERERE RATINGDETERMINE MAXIMUMSPAN 'L FROM SCHEDULE. 0.o.1.) ALL MOUNTING CONDITIONS (+ca-) L+ (I) L-(I) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ' 30 OR LESS 15'-5' 18'-0" MINIMUM DETERMINED SPAN BETWEEN "L+"AND 'L-". . 35 14'-10" 18'-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17'-10" COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING INSTALLATION LEGEND 45 13'-11" 17'-6" MOUNTINGS: SUBSTRATE POURED CONCRETE 50 13'-6" 17-0• FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: MOUNTINGS (SHEET 22) 55 13'-3" T6'-10" DETERMINE: WALL 60 12'-11" 16'-2" Li+n, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING AA & EE 65 12'-8" 15'-6" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 70 12'-6" 14'-11" FLOOR/CEILING BB, CC, DD, 75 12'-3' 14'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING Fr & GG • DETERMINE: 80 12'-0' 14'-0" Li-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10" 13'-7" L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6" 13'-2" INSTALLATIONS. 95 11'-3" 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6" MINIMUM BETWEEN "Lt+". "L2+', "L1-"AND "12-" 105 10'-0' 12'-2" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 110 9'-6" 11'-11" ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE 115 9'-1" 11•-8" RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9" 11'-5" 125 - 11'-2" 130 - 10'-11" 135 - 10'-9" 140 - 10'-6" 145 - 10'-4" 150 - 10'-2" 155 - 10•-0" 160 - 9'-10" 165 - 9'-9' 170 - 9'-7" 175 - 9'-5" 185 - 9'-4" ® H V B LA D E 185 - 190 - 9'-0" j1,Tniiiiio ae 195 - 8'-9" 1!T•1'Eia{k.17 �- 0.A •.,•••• ';,,,,- y FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 11 '' ct'yse, S e. 02017 TILTECO.INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. No.44167 `>, S BERTHA HVTM 3* * Accordion Shutter System *; IL EC® s.�. 1 ,.Bili;;sit !a N.V.BLADE 1/1 5/OR 5/0 H.V.WINDOW BLADE&H.V.BUTE i2 ? Off'•.,F • TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: LC. Li.'a••'�•) ••••�•�� tlt 6735 N.W.3010.SI.,Ste.703,NR01010 CMOENS,FLORIDA 77166 Association,8WestRoad Inc. Drive I OLD 15-078 07/26/17 DATE: 07/28/17 `w •114268 West Roads Drive T �/f ,e Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No „,.r a-moil:Oltaee0eoLeom West Point Beach, FL 33407 y ••• 60-0005719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.A 44167 5 SHEET 6 _ 25 OF 28 * GENERAL LIMITATIONS AND CONDRIONS 9F USE FOR BERTHA 1 °1Qa" Qal® NISON WITH HV BLADEAHV WIN CCORDION OW BLADE WORKING IH 7 (> /„ 0 0 I.MAX.ASA 2. PRESSURE RATING:+110,- 110 p.s.f. 4y 2.MAX.SHURIIt.SPAN:98'. , • - - - - \01@ - - - - 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL AS I I III MOUNTINGS N,0,T,U&W ON SHEETS 16&19. }�ONLY SEMER)MUST B S 21 BOTH W/�4 OR?�. ARE ALLOWED WfT}I gni ' (G2?)h ED INA OR OPPOT�I'NC IAvO,UT.IN CASE OF OPPOVING 4'R�,`5 CENTER E E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF Ow®w b V A— `� N 16 a@ 5.(A)NV WINDOW BLADE 13 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TTP.EA END 0000000 (3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 27. �) 00 / 44(B)MN.CLEARANCE FROM TOP OR BOTTOM EDGE OF NV WINDOW BLADE(2) OF ANY 3'0 HOLE FOR®SHALL BE 12'. MAX.5 WWOOWS .) 3000000 ALLOWED AT HV (C)FIRST OR L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE FIV WINDOW BLADE© w 0• 0 0 ?t rrrfff��� ���///ttt .JT TTtt WINDOW BLADE 1 • 0 0 • 0 q, [iX 100000 /i1 \r I' (0)HV WINDOW BLADE(C)MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O�,, �, u THROUGHOUT SHUTTER'S`TIIDTH. ���111iii� rrrrTTTT���� „,}}}��� rrrJJJZZ1 �i ' TTT��� ���ffiif. ���lii �??flll. rrr���... (E)CtT/TERMATEE SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUD NV b , QX1.07 1F / 1' . QQg41; 0000000 Q 0 ! 1 0 0 BIADE(1�AT OTHER SIDE OF THEM. !.• �zz�y., u u (F)POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO THAT TABS FACE SEE END /r/�, THE INTERIOR OF THE OPENING B NG PROTECTED.HV WINDOW 44 MUST BE INTEN 11 TYR INC. FULL HEIGHT. ` �,�, ��/'� \ p 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME IT \ _ SES BUILDINGS ON SHEET 16,AS UNITED BY SPAN AND A.S.D.DESIGN LOAD(SEE I TYP P 4 � NOTES 1 &2 ABOVE). n7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED J CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS UNITED BY ji SPAN AND A.S.D.DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PNNTOP&BOiFOR REQUIREMENTS 'h•P TOM. ) 6 7 0)I 8,MINIMUM SEPARATION TO GI SS SCHEDULE: 0 H 1Y UNUUITEO 4lIDBI SHUTTER SPAN MINIMUM SEPARATION TO GLASS ELEVATION TIN.SEPARATION TO GLASS 96'Mao. 5' EXISTING MASS” _ ANO ON(DEE SO•IEDAE X28 FOR DUDES 0)SHEET 12 FOR a Cr.L �'`� 2 `� T, r'-. .11 ;... 1 i .4 14I •. II © TYPTYP. \ Amp WI OR v (SEE NOTE 4 ABOY� • el 0ID > 2O°® T P. SSY/M TIC CENT MATES Q®/ .. rte/ / 5. \1 AND / L ,, 1 t 1Y/O (SE NOTE 4 ABOVE) PLAN \ ® { - 24 5 / ` TYPICAL (1� HV BLADE WORKING IN UI.J Q,hcWIT}I HV WINDOW BLADE (16 SHUTTER* —'� - fFd.. ''.• FLORIDA BUILDING CODE Hi.h Velocit Hurricane Zone `,,0 <, .\Cr NSF, i9 02017 TLTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. G C BERTHA HVTM :' 44167 ', T / !L Eco INC. ` AN S U S AN Accordion Shutter System * \ H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE#2 • ! = American Shutter Systems REV.Na DESCRIPTION' BATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY - P '', ,,/�(y(�-e�44 1,A 6355 N.W.36th.St..SM.305,¶.IRONI CAROMS.FLORIDA 33166 Association, Inc. I OLD I5-079 07/26/17 DATE 07/26/17— (1hNN�!%\ • 4268 West Roads Drive Q L Phone:(305)871-1530.Fox:(305)871-1531 2 DRAWING No • �fsSJOiA1 � �,� a-ma0:UtecoOaoLcom West Palm Beach, FL 33407 3 U ,• . EB-0006710 Phone: (800)432-2204 . Fax: (561)209-8380 1 7-102 F,r' WALTER A.TILLR Jr.P.E 4 P.E.'S£AP/SIGNATURE/DATE FLORIDA Lie.A 44167 6 SHEET 6 28 OF 28 • THICK VARIES INSTALLATIONS WI Q HV BLADE & HV CENTERMATES j r- REQUIRED MINIMUM5. 2.000"Max. r- Min.ASTM GALV. GRADE 40 1 CD INTO METAL STUD WALLS * 0,0B3• NZL 1 LMK 2"Max. o Alin.C-60 GALV.STEEL W - � METAL STUDS AT 16.O.C. �"rr. --- --(_ 0 6"O.C. '/r'rrL'G JF/IN'imom/UII L0 e a 0� " . o nbl, 1/2" .475 * 1/4 d NOMINAL �w�� —� „51/_0 m GENERAL LIMITA710NS AND CONDITIONS OF USE ALUMINUM SLEEVE 1 - {,�p a FOR BERTHA(1�)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY REQUIRED MINIMUM 1 (Min• I. -. ilii _ IiU SYSTEM INSTALLATION TO METAL STUD WALLS • 1 3/4%6 1/4•4 0.035'THICK Min. a 6"o.c. qlul,{ ` SEPARATION TO GLASS SCHEDULE , : 3.000• CONTASTM -65GAL.VSTEEL TRACK40CHANNEL, N 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.(• •nu¢uunMumrruuui ASTM A-653 GRADE 40 Min.ANNE ®6"O.C. x. GALVANIZED FASTENED TO STUDS •1 EXISTING FINISH w/(2)gezt/z-TEK SCREWS ON AS APPLICABLE � I� WIND ZONE MINIMUM INTERIOR&ExILHHOR FACE : 2. MAX. SHUTTER SPAN: 84" SEPARATION m ASTM E-1996 43 LENGTH + 1" MIN.SEPARATION [,1 ( w TO GLASS EXISTING GLASS--1 TO GLASS " n e F, 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 1/4 -20:03 BOLT (SEE SCHEDULE) 1 THRU 3 1" (EYP.) MUST PENETRATE a 1'I EXISTING FINISH Ir m 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED AS APPLICABLE , 9 WITH 21 AR GED N A S METRICAL LAYOUT. 4 4" REQUIRED IANIMUM ,: 0 . USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 250' I-1.37311—.050" 1 3/4'x 6 I/4•z 0.035'THICK tAin. CONT.GALV.STEEL TRACK CHAtINELI I.1{. INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF aL_ ASTM A-653 GRADE a0 Min.C-60 i ✓ii' { �� • GALVANIZED FASTENED TO STUDS I ®6"O.C. ®6"O.C. _ IV CENTERMATE. n W/(2)g6x1/2-TEES SCREWS ON 1 __ INTERIOR&EXTERIOR FACE 1 i" �� Min. •• 6. PI 1/4"0-20 THREADS r • a ,,4, ii4: i I I ** BLADE SLACK DETAIL HVF IS VALID FOR ID 11 "0 ELCO CONSTRUCTION sun- -vi w reii'•-`'7.8y,mm_� 1,mifini_1/2" ® a) CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK•HI) Eft/44 REQUIRED MINIMUM w '..i . .-r /6•x I-T/2"x 0.035"THCK I"- (? S.s 5 6" O.C. COMPONENTS Min.ASIA GALV. GRADE 40 "fi '; a'' MS WALL HEADER/SILL INSTALLATION Min.0-60 CALV.STEEL "� METAL STUDS AT 16"0.C. • •.e• 3.i"'.' EXISTING FINISH AS APPLICABLE SCALE: 3/8 1" �(TYP.TOP&BOTTOM) f f !—1_ ' 1 3/4•z 6 1/4'x 0.035"THICK Min. #? .41 tt Z !�, 1 ONT.GALV.STEEL TRACK CHANNEL, • �_{b d}b d EXISTING GLASS d}� d}b if_- ASTIR A-653 GRADE 40 Min.G-60 y. 1. , 14'..... ;�,.:"" •. J..••.+.�>•- I-- ' +. e.g.. a.s>•�-.-• GALVANIZED FASTENED TO STUDS h.`' a - i•`'`' v t 1 SYMMETRYCAL ° :`'..'+a •. SYMMETRYCAL i`"+ "�'�`� VII(2) 86,1/2"EEK SCREWS ON l?..-.f. ,� r 7•:."i ;...7.12,...... 1 -i c MIN. SEPARATION VARIES i >'k '�•.. . ,•gym.,. =;;`1 l'• CENTERMATES Wf :1 'f•-!'• .4,:^ 4"CENTERMATES W/ :+" To cuss 2' WTERIOR&ExrERIOR FAQ •f'�2 v .ti T T,` y.::, ,:..,,,,,.;,:cI �F (SEE SCHEDULE) Max. O �` IV.... ••• vv.. rr:4, .+.'• ,EXTERIOR ACCESS SIDE: 'I yc ,; „INTERIOR ACCESS SIDE �t I II lig• ;6 I •-I I I'I IN I I I� Li MN.SEPARATION TO CUSS ® 3 int SO./RATION TO CUSS illID L4,INSIDE LOCK(SD:S ATLeR) (6"i.)nIV/OUTSIDE LOCK(SE 93tDAF) f sl ,._.„ - 24 m�Iuurrnnna)lIiuI:u4u IQ(lnuu1 _ _. ,:- , �-=. rh - - 4ab ------1 - - - -- _--_ tiq r T - ' --- --. - < -.---7-........ --- O �/ ® o(� Q Z) C)'—\ . �© ® \\ OAim LOC®AT )2 I --- )� HV HEADER/SILL ENDS L(,�-�� \_ - ' - VIEW Y LCD ,3 1/4•(Typ.) r Gf',,,,.�5) ,~ vet, SIDE CONNECTION TO TRACK • 6 1/2"(Typ.) I 11j7J�I,. 1! I 7" 6 1/2"MAX.SLACK ** (cont.) HVA 111 4/T- • HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,0, . �••., 1 02017 11LTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. BERTHA H1/TM : No.44167 `. Accordion Shutter System �' * * /liiiE Eco ,NC. \ A.SI.S.A. Y 'a:� . _ � "� H.V.BLADE(11 W/OR WM H.V.WINDOW MADE&H.V.BLADE#2 '• American Shutter Systems REV.No DESCRIPTION DATE DRAWN DY: LC. TILLIT TESTING & ENGINEERING COMPANY ..�f•`,v�J ., • ��� Association, Inc. I OLD I5-079 57/26/17 DATE 07/2e/Ti (r� 8355 N.W.36th.SL,Sle.305.VIRGINIA GARDENS.ROROA 33160 i° .N • Phone I(305)871-1530.Fax:(305)871-1531 4268 West Roads Olive 2 aNRL ,,. a-mall:6lte 0000Laom West Palm Beach. FL 33407 3 DRAWING No ,,,,,,z,r EB-D006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Lie.g 44167 5 SHEET 628A 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN' (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/4•a TAPCON MAX. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN PRESSURE 5116•o TAPCON XL RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min. rc - 3192 psi) ' FOR CONCRETE INSTALLATIONS — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2)TO EXISTING POURED CONCRETE: (Min. rc m 2899 psi) POURED CONCRETE - 5/16"0 TAPCON XL ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. MAXIMUMMINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16°TAPCON XL ANCHORS IS 2 1/4". SPAN ALL MOUNTINGS AA THRU GG (SHEET 22) (ft) USE MAXIMUM VALUES BETWEEN POSINE AND NEGATIVE A.S.D. DESIGN LOADS A•3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,-PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 8'-9" 8" 4 1/2' 3 1/2" - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS ANCHOR'S MANUFACTURER. 12" 8" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8.-9" 6" 3 1/2" 3"$ - - UP TO • 12,-1" 10" 6" 4" 4" - >12'-1' 4" 3 1/2" - - - MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 18.-0" 7 1/2" 5 1/2" 4" - - 3" EDGE DISTANCE FOR 1/4°0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL NOTE: t VALID ONLY FOR UP TO 10'-0"SPAN HV BLADE ONLY . jFF�F SERA p."--/ .: • FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,� uE�rrNS 9 to tjy' v‘ 02017 TIL7EC0,INC.(ENGINEERING) m2017 EASTERN METAL SUPPLY, INC. F` BERTHA HVTM r � = no,Qq�s7 ; / A S A Accordion ShutterSystem 1 �� /1ii.iEco . \ ■ ■ ■ ■ H.V.RADE#1 W/OR WIG H.V.WINDOW BLADE&H.V.BLADE#2 American Shutter Systems RLY.N° DESCRIPTION DATE DRAWN BY: LC. - ,O� -r ;tt�, �,� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-079 D7 ss ��Y '• % •(`v, 6355 N.W.36th.St.,OW.205.VIRGINIA GMDDIS,FLORIDA 3316E / /17 DATE: 07/2617 O ` `_ , ,l Phone:(305)071-1530.Fox:(305)871-1531 4268 West Roads Drive 2 ANAL ENG , a-moil:llltxcaDooLcam West Palm Beach, FL 33407 3 DRAWING No ��, E3-0006718 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA tic.l 44167 5 SHEET . ' - 6 26 OF 28 • ��� 1875" 1 1-1-1----11----0625 —1i1 .0625" • 12'MIN.CLEARANCE .0625'1.0625"� EDGE • TO BLADE TOP I EXTERIOR 0625' SECTION X—X . NV WINDOW BLADE SCALE: 10 = 1" BLADE' .1875" Y KNUC \ 3.0 OPENING .0625; .1 MP) ti (IDPOLYCARBONATE IMPACT RESISTANT HV WINDOW o.oszs'• sw'+>•2- BAYER MAKROLON 3103 POLYCARBONATE 11, RESINS, UV—STABILIZED GRADE OR SABIC • ED--�-ED / �rh INNOVATIVE PLASTIC LEXAN 103 RESIN I FLAT PORTION OF BLADE "�•. (SEE NOTE "F" ON SHEET 28). 44 T3 EXTERIOR / �1"a� j O / 1.3750" POLYCARBONATE SOURCES FOR 44 / HV WINDOW ,.{ ir---L.....\\77 Y• + APPLICABLE RESULT X // ..5 ^" . `� STANDARD Mtn SAM earGAms / 02.8750 .i% n TYPICAL PROPERTIES i'tea .S 1 REFERENCE WINUrluoc./so31a3 PLASTIC 11L314x(tL'{.On 010] LOW'103 rESW IPHYSICAL• \\\l ON CENTERS t.:,,,, t SPECIFIC GRAVITY gSTIA 0792 0.043 lb/in' 0.043 Ib/in I )AFCHANICAJ• •-11 / I I �.4 TENSILE YIELD STRENGTH 4551.1 0638 9,400 p.s.i. 9,500 p.s.i. 2 CUMIN. f 2 1/4' x r... vt%}t,i;•�i'dj FLEXURAL STRENGTH AT VELD ASTM D790 12,500 ps.l. 13,400 po.i. SEPARATION CLEAR ''•t; c;1~;>;} FLEXURAL MODULUS ASTLA 0790 340,000 p.s.L 345,000 ps.i. BETWEEN BETWEEN 03.7500 JMPAnT• • BLADE TABS .0625" ii 03.0000 r NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FT-lb/in OTNINGS r T ......10625'• Y FIRE BURNING CHARACTERISTICS. SMOKE DENSITY ASTM 02843 47.2 R 64.5 R MAX SECTION Y—Y RATE OF BURNING ASTM D635 C-1 CLASS C-1 CUSS SCALE: 1" = 1" .7500" SELF IGNITION ASTM 01929 1040'F 980'F . ,WEATHFRINO: ASTM 6155 .( TENSILE STRENGTH AFTER WEATHERING ASTIA 638 9302 p.s.i. 8840 p.s.i. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 635 8461 p.s.i. 8880 p.s.I. I SCALE: 1" = 1" • 12'MIN.CLEARANCE TDBLADE EDTTaIA TYPICAL HV WINDOW BLADE AND SCALE: 3/8"=, ' P1011 A�R•8O NATE HV WINDOW DETAIL 4'0• ,' t4/✓o, FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ...%`' .\,NC ENS44.:..... ®2017 OLTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. F BERTHA HVTM Ivo.n41s7 ��' /_IILIEc0INC. \ S y• ■ ■ ■ ■ N.V.BLADE 11 W/OR W/0 H.V.WINDOW BLADE&N.V.BLADE#2 . _53 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. • 444 ' TICCIT TESTING & ENGINEERING COMPANY '4k,)5,‘. , 8355 ILW.3681.St,Ste.305,WRGNIA GARDENS.FLORIDA 37186 Association, Inc. I OLD 15-076 07/20/17 DATE: 07/28/17 ,• � 0� � ' Phone :(305)671-1530.Fax:(305)871-1531 4268 West Roads Drive /N `\ ,, m o- on:LIILec0000l.cam West Palm Beach, FL 33407 3 DRAWING No EB-0008719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-102 • ..•••-• WALTER A.WW1 Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA LIe.g 44187 s , SHEET 6 27 OF 28 Florida Building Code Online Page 1 of 2 $ PtnFuSA tir i1:7-7) a ,--Business & rofessional �eg��a io �' t x jW,'.�, '-, x"_ _ _ 011 w. c��_', g�. ��eati �aaek:�rfvtAtn aourersa; SCIS Home 1 Log In i User Registration { Hot Topics l Submit Surcharge i Stats&Facts I Publications 1 FBC Staff l BCIS Site Map � Unks l Search dFlorida i3 Product Approval cc Florida '• USER:Public User tk Product Approval Menu>Product or Application Search>Application List>Application Detail > Yftil~ FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By - John Henry Kampmann Jr. R Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By.) Sections from the Code ; I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 4/23/2018 • Florida Building Code Online Page 2 of 2 • • Product Approval Method Method 1 Option D • Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks • Panel(2 inch)-Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes 11964.2 • 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe • security mExik1Cs, • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/23/2018 I L ECO INC.. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aacom FL P.L.License No.44167 PRODUCT EVALUATION REPORT FLE.B.License No.0006719 REPORT NO.: 17-0726.02 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product.Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. Thisproduct is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth 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. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., RE.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. p p p pvedeadv.,4,9„0 0O 0 2.2. TEST REPORTS: 4'N Large missile impact load tests were performed,:din er''A PI1�1 1'&./ -1996. standard as per section 1609.1.2 of the Florida Budkdinq'Cq lde. nj7pi' �tatii.Load 6355 N.W. 36th Street,,Suite 305,Miami,Florida 33166-Phone: (305`8-161 53b�'-,Fax:(305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, 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, E-1996 Standard (basic protection). 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product EvOtationAls cument (P.E.D.), drawing No. 17-097. Minimum separation to glas� Ii�be\atn -sated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Eva[uei. " a` fent.(l .'EQ.), drawing No. 17-097. , \-\t- , - ,y �C ., �^e' ��J 5. PRODUCT EVALUATION REPORT NO.17-0726.02 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10 and 11, indicated on sheet 1 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097 prepared by Tilteco, Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product shall not 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, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 4,d4s.oboav,�` 00 ` Ell A, 77:, ���.' Aj0 GENERAL NOTES: ' 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH IHE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL to BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO WAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4", DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"a SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNI FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/40-20 SCREWS USED SHALL BE 1 I/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS • IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS 8Y MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN B.1) & 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 335 (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ.USED IN THEIR ANALYSIS.A DURATION FACTOR CD/n1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (0) NCUORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS DF THE ANCHOR'S MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST IAB REPORTS # 0321.01-05, (j 0812,01-05 AND # 0119.01-06, PER ASTM E 1866-02. E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS'SHOWN ON SECTIONS 1 THRU 13 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3, 3A& 4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-1134 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS 4 STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK AU.SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS STEEL. WITH 35 k91 MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"O S.G. TAPCONS AS MANUFACTURED BY ITN/BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"a X 3/4" SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO WAS IS 2". 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 A.2)3/4"a SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1" MINIMUM FOR (e)THAT RED. SHALL .LBEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES Al) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: - -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITYI/BUILDEX. j1f;/,,III//,,,� -1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -,. c`1H TJ THIS DRAWING SHALL ONLY BE USED TO -1/4"0 x 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 1'11, I /�,`aY OBTAIN PERMITS IN THE STATE OF FLORIDA ' �1Q c NO'44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *1 02017 771.7780,EC0,INC 0.050" BERTHA ALUMINUM STORM PANEL LC. 1. -Q? STATE Ofi_ : ty (2.00" DEEP) oRawR B 07/29/17 �I L E C®�tma. \ EASTERN METAL SUPPLY, INC 0410. Q'I�Y AJY'IL�`^�+ '' 4768 E ROADS CANE TILUT TESTING&ENGINEERING COMPANY K56r RAW BEACH,X.23407 ., " 1333 N.Ir.311r.]l.,So.]05.NRGH4 c 51111-M1]]1m PRONG•(361)709-816J,FAX:(b61)B41-1716 I7�097 • •From:(3031371-1510.Nu 1130!1111-1331 MR WAIVING'No EO-0008719 - 10011.1 WI WALTER A.RLL'Jr.,P.E. W. d0 r3-OU o1R1/0 4 SHEET 1 OF 17 FLORIDA Ue.44167. 3 • - 14.101"(TOTAL WIDTH) 8.151"(TOTAL WIDTH) 12.000"(EFFECTIVE WIDTH) -6.000'(EFFECTIVE WIDTH) 7.070"- 770• 1.070" 7.070" �`--4.880" 11770• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s,.f.) AN!? ___ ©GAS APPLICABLE I/0.soo" (TI ) i l}((aAs""i-k(� ,�/Rntn'mP.) i CORRESPONDING MAXIMUM PANEL LENGTH 'T." SC{�k'DU,LF, q° Si % c l PANELS RE'AINED AT BOTH PANELS RETAINED AT LEAST .z.. --1 2.020"I- -I Z020"I-- ° -1 2.020"I-- ENDS WITH TRACKS IN ONE OP THEIR ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 66®I:I8®Q6 WITH TRACKS OR DETECT MOUNTED* ®®9@ OR ()* MAXIMUM AfAXLVU 14.375"(TOTAL WIDTH) - 8.425"(TOTAL WIDTH) P o DESIIG G Max.PANEL1 LENGTH FSS.PRESSURE M0`PANEL�G78 L If. 72.000"(EFFECTIVE WIDTH) 1 -6.000(EFFECTIVE MYIDTH) • (as.A) (psi) 7.070•-- L7�0" 1.070" I 1,070" 4.880" 170" 1 _1A� +30.0, -30.0 13'-0' +J0.0, -30.0 13'-0" ®•®ASAPPUCABLE f r-....--, 50",,,,p.,0 i I A`LS�OAS APPU0461E r- 50"RYP.1 1 i (TyP,) (rya) /1 +35.0, -35.0 72'-8" +35.0, -35.0 12'-0• Og +40.0, -40.0 12'-4" +40.0. -40.0 I1'-J" o N H cS -I 2.020"I- -I 2.020"-- --1 2.020"I- +95.0, -45.0 12'-0� +45.0, -45.0 10'-0" OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +50.0, -50.0 11'-0" +50.0, -50.0 9•-0• +55.0, -55.0 70'-0" +55.0, -55.0 B'-2" Q STORM PANEL SCALE 17/4'm 1• +60.0, -60.0 9'-4" +60.0, -60.0 7'-6" +70.0, -70.0 8'-0• +70.0,-70.0 6'-5" +80.0, -80.0 7'-0" +80.0, -80.0 5'-8" i--3•I CONCRETE ANCHORS(SEE SCHEDULE) I3•--i - Mi MMi I +90.0, -90.0 6'-3" +90.0, -90.0 5•-0" t Min. 1 Min. 0 0 0 0 _ _ +90.0, -700.0 5'-7" +90.0, -100.0 5'-0" IIIIIII-.,,II,'.,'1I,1II +90.0, -110.0 5'-1' +90.0. -110,0 5'-0" +90.0, -120.0 4'-8' x90.0, -120.0 4'-9" iiiPiiiiiIiIIII N +90.a -130.0 4•-0" +90.0, -130.0 4'-4 1/2" . W *NO - MAN A.S.D.DESIGN PRESSURE RATING&MAXIMUMPANAL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 77 IS Y +50.0,-50.0 p.s.r. W/88"MAX. PANEL ' 0. LENGTH. o MAX.A.S.D.DESIGN PRESSURE RATING&MAXIMUM - PANEL LENGTH ( "'- - - V V FOR MOUNTING AS PER ALTERNATIVE 11 AND 14 - - 14__ .___- 11 tQ A'p7",,' ON SHEET 744 ANO 75 OF 17.RESPECTIVELY,ARE 11,II II Iit i��. N........... 7_ 50+00-50.0 FOR%FOR UP TO I08EPANEL 1^3" I CONCRETE ANCHORS(SEE SCHEDULE) I 3"-i Max. Max. ,I '..... ,ENsi'':J�:. I L6^. STORM PANEL ( M'^• Q TYPICAL ELEVATION :: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) T.N. S. ? No.44167 ? 02077 Tn7Eco,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. e 1/4"Max. GAP 1/4"leox. 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CONCRETE ANCHORS (SEE SCHEDULE) \ y (SEE SCHEDULE) REQUIRED 0(OPEN POSITION+) (SEE SCHEDULE), _ , I.000 i \_-• I.Mm. __-_ \ 1 I� ©Cont e1 .500' C____�� 500' I. .250 CONCRETE ANCHORS J� r) \ IQ$ \ E L� ,�1,=' Max, (SEE SCHEDULE \y,-L \Milli Q \ \ FOR SPACING) �_ ISN £D. \ ED. _ POURED ED \ D CONCPOURRETE \ I CONCRETE \ �" I�_ CONCRETE i \ ' REQUIRED ' JJ) O REOUIRED7 , © RFOU/RCO� \ 1 \ \ \ , c''"'• \�\\\1\\\\\ i`-0 n- \\\\\ \ `�\\\ E.D. \ 11 I Tr -I 1•Min.SEPARATION, t I 1'Min.SEPARATION 0 \ W ---10 N 1 TO GLASS ' I TO GLASS ' \ '\ \ \ 1 i 0 1 1 1 1 -i y 1'Min.SEPARATION' _J G y T� I TO cuss OPTION,Rj ® ' 4 , p-Min.SEPARATION ' 1 CONCRETE ANCHORS SECTION 3A ,pvr. I 7 TO GLASS I I/4'0-20 x/J/4' ' I (SEE SCHEDULE) -� I ' S3/J2BWINCOLTS WNUr m x; i a \ r :f:'OTIC ��'74'4��///�J 4 12"O.C. a �5�•772 ED./ ;Ip. s N I d x T' POURED—/ ED. / �S_ a C //::. / //�/� POURED E.O. OR CONCRETE I s•J, / ///j// // j POUR /„., II to NCRETE REQUIRED REQUIRED L -"'�^' CONCRETE POUR, I 0 `DNC ' \ \\ ► \\\\ CONCRETE ANCHORS I i ,• OR CONCRETE (SEE SCHEDULE) - C BLOCK(WALL / i ' BLOCK WALL E.O. 1 i 1 REQUIRED [" I ; �_._ CONT. E 0. j �// �" I 1'Min:SEPARATION / __ .l� ,-___J, , r— TO GLASS �--L'/ (OPEN POSITION+) �.o - ! A ' 1u 7 `_7-%' ,5625' N SECTION 0 ANCHOR //j 1.125'• i CONCRETE ANCHORS) a CONCRETE ANCHORS' �I� 250' (SEE SCHEDULE) '../ Cant OPTION#2 (SEE SCHEDULE) Mar. SECTION 3A s 0 0 cont. I oat WALL MOUNTING INSTALLATION SECTION(1ANCHOR SLICE I,/2'- 1' ! 1/4'a-20 x J/4' ////// SECTION 2 j// / r/////Ss BDLr9 I 7/Bs 1r O.C. �UT® ! ►, 7/B'x 3/12' POUR 11'O.C. WING NUT CONCRETE `)' ®EA STUD 0 OR CONCRETE I POURED CONCRETE OR rrli _ "' BLOCK WALL E.D. CONCRETE BLOCK WALL �p- ///. 1' /// �i // t- REQUIRED 1 REQUIRED POUR / q' / 966' 0 / 1 CONCRETE 7/B'r d/d2' E D. a EDGE DISTANCE --- I E.D. OR CONCRETE WING NUT'O r"1 (SEE SCHEDULE ON J fl j1r LItI1) CONCRETEANCHORSPOSIDON+) RED (S ) S ECTION 0 STUD ll IP I s!y r TYP. TOP/BOTTOM . 1.12.4• ' WALL MOUNTING INSTALLATION( _ i MON I BUfGL3r'�dU �INSTALLATION 3 g +EO:SNAP CAP( rD SECTION 4 `TI,•`-� A+.F r 3 HURRICANE CONDITIONS. SCALE I I/2•- 1' 0 Cont N CLOSED AT N N NOTE FOR COMBINATION OF SECTIONS: %II P�. U�Iyr, • SECTION 0 STUD WALL MOUNTING SECTIONS CAN BE :• \i. F e WALL MOUNTING INSTALLATION COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. >` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) t No.44167 * 62017 DAECO,1010 0.050" BERTHA ALUMINUM STORM PANEL C.O. SECTION SCALE. 1/2 .• I. o*: * :* ' (2.00" DEEP) DRAWN BY: 99(5 IOETAIL OF SECTION CO STU0 VALID ALSO FOR ` - = ' T EASTERN METAL SUPPLY, INC iv/Wu WALL MOUNTING LNSrAL1ARON-SECTION 2(TOP) e .0 • '+L,I,,,,,1/4� / I ECO INC.\ r�}!•'.• / • :• '� 4266 WEST CH,F DONE • L,� 1 TIWT TESTING I.ENGINEERING COMPANY NEST 209-REACH,FAX 32407 +L���O�•A1 '��,v'�1 6tS5 Nn.Seu.cl.,II„,.vs,vAWrA aARaWS,p.]]Tea PMONC(561)209-8261,FAA!(501)6(,-1778 17-097 L Pnu1•:C303)871-1=16-0 .719(]os)ea1-ISD1 wrt m.w otarml wn' DRAWING Na EB-0008778 ............ WALTER T1.,P.E. I DX 0-00 mgV/N SHEET 4 OF 17 • FLORIDA tic. 44167 • \ 7/11'r J/Ja• \ SOLID SET OR ELCO 71310 PAN£LLATE OR S.C. TAPCONS WING Kg 0 EVERY STUD CONCRETE ANCHORS • E D ' 0 Oa 0R® W/I/4b-20 SIDEWALK BOLT OR 0 \ p i2'0. C (SEE SCHEDULE) \ CONCRETE ANCHORS \ AT PANELMAFfS s'......_ ' 1- !�Min. CONCRETE ANCHORS [ D. (SEE SCHEDULE) ©OR 1©W/IJ W/I/4b-20 TRUSSHEAD 80LT++ OR S.C. TAPCONS E.D. -_--,�a Cont. (SEE SCHEDULE) \1 1I_ (SEE SCHEDULE FOR SPACING) _\ v-\ �, \n \ POURED CONCRETE 1 I 11 _re \ I REOUIPOUR�CONCRETE —EO.-�-EO. RfOUREO� ` ! i'1 i 1 1' =s:=\ • 1 \ \\.\\\\\r\ II 1 \\ `\\,\\\ POURED Iu '' \\\\\\\\\\\\\\\Frl\\\1\\l\\\\ ___GTS POURED \ • CONCRETE \ '� - REQUIRED jALTERNATE CONCRETEONCC \ --F OR CONCRETE W BLOCK WALL \ \\\\♦ \\\\\ 44' LEC LO NJ tl.t j REQUIRED '—®Goof. 0 Cont. r \ \ \ \\\ \ p pa ., 1/4"0-20 r 3/4' `•' II-- BOLTSBINSB Ci C x.7/3232 N W yY'j 0 12'O.C.C. I OPTION#1 1 0 m CONCRETE ANCHORSSECTION 5A 1 (SEE SCHEDULE) \ _ __ ri g l�1 cont. h 'Y i Utl. 7,zi La ,, 1 h ...,I I'Min.SEPARATION 1 _ Ci n�\ !•Min. GLASS EP SEPARATION_ __f,� al TO GLASS 7'1410 SEPARATION y5. POURED , 1 W CONCRETE\ I a a Rf UIRED •!I ���iii 7/B'r J/J1' 7 I'0-10 Jr, .��° a \\\\ \�\\\\ 6Wv"E8r NUT 3/4 S.S.BOTS 0 / ./...7 / /// �p 12 D.c. w/7/e'r J/Jz' ' 0 WING NUT 0 POURED Cont. 7— i 72'O.C. 11,1:37:: ICONCRETE c I 1 4 1 OR CONCRETE / O 1.las' is 0 l I BLOCK WALL W / n� Cont. REQUIRED a //�/////J///////4//Y//// / // / / r//; //// / / / OPTION#2 POURED CONCRETE 14-1"—i T1' / POURED CONCRETE 1 1 I / % SECTION 5A REQUIRED j REQUIRED � / / CONCRETE ANCHORS -E.D. - CONCRETE ANCHORS SOLID SET OR ELCO moo PANELMAIE OR S.G. TAPCONS / (SEE SCHEDULE) (SEE SCHEDULE) E.D. / 0 12 OR® W/1/4b-20 SIDEWALK BOLT OR 0 / / fID OR®IY/7J W/I/4'0-20 TRUSSHEVI BOLT+ + (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING , I I CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) I'Min.SEPARATION —QQ INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE: l/2•_ 1' TO GLASS 7/e'x 3/32- SCALE: l/2'= 1- WING NUT 0 SCALE: 1/2•m 1' 0 1 EVERY STUD 0 12.0.C. Cont lit 'E:tl, , 53g 1.125'' m // / // //, 4 // II tLL,{„,,,ni,�,,,„,� POURED CONCRETE i! l'�-1 E.D.- EDGE DISTANCE `111<(.• I...... ,/,,.:"-• ` REQUIRED / (SEE SCHEDULE ON 1 c CONCRETE ANCHORS E.D. • SHEETS 9.5 10& 1/) 1111���.'��CJ ENS''''' (SEE SCHEDULE) �� IVo•A4 `+7 ^. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` U I _or 02017 VOLVO.INC. 0.050'• BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMBINATION OF SECTIONS: 1 *11.1111. * �' . (2.00" DEEP) ORM BY: BUILD—OUT & FLOOR MOUNTING -r L00 .�• IYALL/F200R/CEILING MOUNT)NG SECTIONS CAN BE07/26/17 INSTAL TON — SECTION 5 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ;rQ�;/f�/� .....r��+1�1�� 71......."E C 0 lilac \ EASTERN 4aMETA68 WEST L�SUPPPLY, INC D4,f. L� .. ��V'11 T TIWT TESTING&ENGINEERING COMPANY NEST PAW BEACH,IL.33407 SCALE 1/2�- 1" _. IONM- WS5 SW. (.7.e1/.301 fv 0770100-t6.l""' PHONE:(661)209-0203.FAX(566)641-1716 17-097 ...... EB-0006719 ^1n o¢vsla u ORAI#NC No WALTER A.TLLIT Jr.,P.E. OLD 15-W (7/'F/11 1• w SHEET 5 OF 17 FLORIDA U4.44167 a . — • • CONCRETE ANCHORS E 0 `\I SOLID SET OR ELCO mole PANELIAAT£ OR S.G. TAPCONS (SEE SCHEDULE) \ - 0 12 OR ® W/1/4"0-20 SIDEWALK BOLT.OR 0 POURED 1 \ 7/8"o x 3/32" CONCRETE 1 1 ®OR 12AW/ 13 W/1/4 0-20 TRUSSHEAD BOLT + + WING NUTS 0 12'O.C. REQUIRED —EQ. EQ. (SEE SCHEDULE FOR SPACING) \ AT PANELMATES OR ,1 1 S.G. TAPCONS \\\ \ \ \\\\' \\t'l \ \\\\\ iia.■tel IJ l0 Cont. p \I POURED IN _ 0 N REQUIREDCONCRETE--N \ W E. D. = EDGE DISTANCE E ON \\\\\ \.\\\\\ W SHEETS 9SEE E&UL10 & 11) • H O 4i Li"Min. SEPARATION T NOTE FOR COMBINATION OF SECTIONS : WTO GLASS W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 1"Min. SEPARATION 2 I W COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO GLASSj H .h.. . J 2 -� Lu SIDE WALK BOLTS ARE 3/40x3/327HICK G'1 HEAD MACHINE SCREW W/LENGTH 2 -+ 7/8"0 x 3/32" 4 AS PER NOTES A.2 & B.2 (SHEET 1) EVERY STUD-\'' 0 s TRUSS HEAD BOLTS ARE 11/20x717/B7HICK HEAD MACHINE SCREW W/LENGZ ' 7/8"0 x 3/32' 4 ® 12"0. C. I AS PER NOTES A.2 & 8.2 (SHEET 1) WING NUT 0-7 1i EVERY STUD ' � 0 12"O. C. +0 �l Cont. 0.1I ////f//////jALTERNATE LEG Ii' i N t . POURED / p LOCATION II 1 • CONCRETE - '�,. BOR LOCK WALLE W j // 11 7 ////// ////// /,�1 /�/ REQUIRED 1 .------*/ o a 11 L POURED • II I 1" / / --/7----""-‘ I N+� L J REQUIREDE • j SLAB 1 EDGE OF F CONCRETE ANCHORS/ CONCRETE ANCHORS / APPLICABLE (SEE SCHEDULE) } (SEE SCHEDULE) E.D. 1. / b 10 / Cont. CEILING & FLO>2R .MQUNTING INSTALLATION / SEIrOk Ti10/rte �''* .1'�e:•fig• • L F - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION : • N0.44167 n• 02077 77/16W.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 7 (2.00" DEEP) DRAWN en SECTION 9 EASTERN METAL SUPPLY, INC 07/220//7 ` 1 L ECO N C:. 4268„ESE ROADS DRAT TIWT TESTING&ENGINEERING COMPANY K'65r PAW BEACH.FL 33407 SCALE 1/2" 1" S'I0 ^'•' �, , u FROND(66x1209-8263.FAX(56/1847-1716 17-097 \ 1 5 e1S5 11M..1aR Ta,7I-]65. u)577-R U1G Mona:(6657671-1000.7:(]657!,1-16.11 �am1 o®na CAM ORAW81G No -ION 14 Ee-SLUTJ a< r'r rFrr 111 WALTER A. Us. Jr..P.E. , PLO 13-04t mm/n .r SHEET 6 OF 17 FLORIDA Ue.44167 _ _ • 4 4 4 A //// ,\`IXISRNO 4 ` / IX60NC - • ' —r /'2• BRICK VEENER —T• /T BRKK VEENER ' 1 I/4'A. , //' 1 1/4'HIM A :Yr/ /////PENETRATION TO /�"'X/ l / PENETRATION TO _ / / / / - &CONCRETE TO COBNCREE / / • CONCRETE BLOCK c . /////J//�/' &2.10 CONCRETE L ` /� / A ________-__ JJ__�_ • 3 Cantlit • 41_ 4 ___ _ 7_p 1 cont. W f h l / //VI/7/ I I C+8'ELCO mole /////j IXT7NG ''` LI I 11 / �=/l bre'ELCO L,_IX/y7LVG r POURED CONCRETE :-..,N L PANELMATE MAS ANCHORS OR 1/4'0 STEEL ANGLE L/MEI. CONCRETE CONCRETE OR CONCRETE BLOCK . +•,'vv AS APPLICABLEPMN-Lma f NAS ANCHORS OR 1/4'0 STEEL ANGLE urea WALL REWIRED I L TAPCONS OR 1/4'0 ELCO MALE OR REQUIREDEK AS APPLICABLE \ TAPCONS OR 1/4'0 IWO YALE ,I PANELAU7E5(SEESCHEDULE FOR SPACING). y WALL ,i FANELNATES(SEE SCNEDUIE TC7 SPACING). i Q N -lJ N II I it OPTION SI OPTIONSECTION 11 A • SECTION in 11 A n .I'AM.SEPARATION_ TO CUSS ETI V4BRICK SILL 1/4'0-70 x 3/4'. Vi. I w �+ SE BOLTS W/7/BRA 3/S2•WING NUI m— 17.0.C. E.O. - EDGE DISTANCE . (SEE SCHEDULE ON SHEETS 9& IO&II) 1 I/4•MIN. - IXh7/NG SIDE WALE BOLTS ARE.3/4.0+3/3271110( CONCRETE BL C HEAD MACHINE SCREW 19/LENGTH CONCRETE CONCRETE P H/NG AS = NOTE FOR LONBINanav OF SECTIONS: AS PER NOTES AT&8.2(SHEET 1) &2'TO CONCRETE 'w�'`�� / WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS ARE=/T Cxl/87HICK LOLfBINEO IN ABS WAY TO SUIT ANY INSTALLATION, MEM MACHINE SCREW LCNO L - ggs. • AS PER NOTES� { AT&8.2(SHEET 7) • . \ / r— // / © �� . , 7, 3 1/2'----1 C'''' ITEAL�AAIY1”4,,,, i Max. EXISTING Roc • ,T,,il��'�.tt Trt •I.'` ii VEENER 01..i'...171'.\........... p'EN,''•. ✓4=_ � ...'.4) •,' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) !'CURED CONCRETE 1/4'0+8'ELCO male � 11LA1� % OR CONCRO£ROCK- PANELKATE NAS ANCHORS OR 1/1'0 No.4{167 clan nlrero,INC. O.OSD" BERTHA ALUMINUM STORM PANEL L.C. .44 WALL REQUIRED TAPGONS OR//f'0 ELCO MALE : • ' DA PANELANTES(SEE SCHEDULE TON SPACING). ;*1 (2.00" DEEP) 07/20 77 'lib * % I 07/70/17 i.e EASTERN METAL SUPPLY, INC wrc BUILD OUT INSTALLATION IILIECOINa. 4700µTT RINDS OILY L` NlB)PAW OBT r 2,W07 •j("<-, t; $ .••\t�j 1,A 71LLAT TESTING&ENOINEERINO COMPANY 17-097 JJ�� . , PHONE: 70r 20-8707,TAX(301)541-1710 SECTION 11 -- ° ,• v� uv ,.: NA .rt v,M ( ) rt s'I�NAt � PAc.:Lvsp7E8 000006710'�PT1,d, ux.o a,mm I w m.r mama un DRAWING No as 14-a•A AA' SCALE:•T/e' /• .,.. WALTER A.MUT Jr.,P.E, i • INLET BA Or LT FLORIDA Lie.44187 • • • ADJACENT INTERIORLY ADJACENT \ / 1/4'0 TAPCONS PANEL— REMOVABLE //r-PANEL CONCRETE ANCHORS ` j 0 6"0. C. r/1 7/2-Min. THREADED --- STORM PANEL / 1/4"A(ox. GAP AT 6'O.C. • % ,PENETRATION TO EXISTING WOOD 1/4"Max. CAP` V V_P\[ i� /HEADER. 1r - O k I] �' I 1 / _,� N 3 POURED /\ /p� 1CONCRET REOUIREDE7 W ©TOP 7JTACK ER I \/N�\ • SECTION B—B �I 1�'- � I OR ANY OTHER ,� .�.,\,�.,., L�1 Ll ©TOP TRACK SCALE: I I/2". I" 1/4"-20x1'S.S. I ! I WOOD HEADER cant SIDEWALK BOLTS. ' I W/7/B•X 3/J2' i I I I REOUtR£D i WING NUTS I OVERLAP .AT , I 0 Q I 2 ij u . n l li1 '^, y�+8 (BOTT) 12A,12B 8 (Ron) I '�'• --r- /, 1/4"-20xr S.S. 1 %III I I! ADJACENT 1DEWALK BOLTS. _;,�_II j �, VIII I '- d PANEL W/7/8'X 3/32" [ EL ¢ W/7/8"X 3/32' 4 0 PANEL I 4 r Mm. IPARAnm�' M NUT 0 t ,I J"M1IiTO GLASS TION I ORS AT ro cus; � LtiERY STUD 4 + IlliIIJI . I I (III I 1 12 L. . i r�1 I / -0 B I I i t I I B�- POURED ./i://: ////1:/ aniiJ i`fib 1 i cy ,, I V I V CONCRETE I o WE • I I I , OR CONCRETE_ ' ,Q W+ I. I I,el t BLOCK WALL Q % I 7/B"x 3/J2" _ j- =.IiG�: • �© I REQUIRED y1 WING NUT® W' MIEM yft I I ! EVERY SJUD 1, I I i I : 0 72'O. C. I i ( I j It w�E I°E°o D eJ —�- 1 $ ( e I I b i 1 f to- "l 1 —1/4.0 Ecco PAd.MATES SOLID SET OR S.0 TAPCONS OR S.G. TAPCONS W 2"ANN. OR PANELMATES ANCHORS ' 1 0 74'O. C\ / 0 6"O.C.AT ADJACENT II PENETRATION AT D.C. TN �/ Rf iclo \ OF PLATE 0 6"O.C. • PANELS % I T 0 ADJACENT PANELS e (Bon) 12x,128 s (eon) \ WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12,4 SCALE: 1/2'e 1- SECTION 12B SCALE` I/2"" /" INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.SD DESIGN PRESSURE RATING = +50.0, -50.0 p.s.f. SCALE: 1 1/2"= 1" rJ J i� ` tC"•• 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) f No ��1 02017IILTECO,INC. , 0.050" BERTHA ALUMINUM STORM PANEL L.C. • .1 461 X67 (2.00" DEEP) DRAWN B6 07/16/17 c P P E C®INC.\ EASTERN METAL SUPPLY, INC DAM ti.-0,:„ % ! ' k' .,� 4268 6 ROADS DRIVE ••'. . A • Y TICCIT TESTING&ENGINEERING COMPANY NEST PALM BEACH.W 3.H07 "•• 5L 611!KM.Sen.61..6•a M.YJLrA u5107, /1.0 MOND(661)709-6763,FAX(660811-1716 (7-097 6.,(1� L�•�•{•••••:,,,,'.1,,IL{ Aav:(k1H)a oo08719(J61M)1-," tn.Iq mamma can 6m>m, un DRA NG No .. t� V5ALTER A.TILER Jr..P.E. , Ga 1s-w (11/21/17 a •.•.� FLORIDA Lk.44187 f 5HECT 7 OF 17 POURED CONCRETE OR CONCRETE BLOCK 4 tl-20 S S. MACHINE WALL REWIRED OLT Y/f NUT&WASHER \\` W 12'O. C. 2.500'Min. CONCRETE ANCHORS . 7/B'x 3/..32. CONCREr£ANCHORS ZB, (SEE SCHEDULE),„,„.... ,-,124:0 1' WINO NU u a POURED CONCRETE 47 t2'0.C.—�.„`rt' Mtn. _ \ Cont. 00 EVERY STUD CUT PANED OR CONCRETE BLOCK , '- m 72'O.C. BALL REQUIRED ' /// 1'AFin. LQOQ' CTANCHORS CT/ �. dONCRE1rd.E L POURED E.0. RCONCRETE EQU/RED7 \ Cont. 0 -- 2'x 5'x.055'�nl.If ALTERNATE LEG LOCATION \\\, .\\1 \,\".\\\\ \/`1 \`\\\ • ::1 .051EAlum.ANGLE 75 \\�,tj \\\ .080'JT05-H R SHEET 2'x 4'x.725' t METAL Nam.BENT PLATE ,tStiRvl 3105-H74 OR 6063-T6 ALLOY g Cont.Alam.ANGLE 7"Min.SEPARATION GLASS RON CASE A (Plan)an I 77644455 CASE C (Plan) N SCALE: 7/4'" 1" SCALE:: T/4'm t' f 2"it J'x.093'3105 N-)q OR 6053-TB ALLOY Cent Alum.ANGLE WITH ANCHORS 0 )2'O.C. 1.000" 7/8'x 3/33' HAtrPANEL :, ELr i/4'CAF -1.000' WING NUrCA 12-0. C. t " POURED CONCRETE VARIES 7"^ , OR CONCRETE BLOCK Max. u 0 WALL REQUIRED 7.000'r O POURED CONCRETE t1 Cont. i OR CONCRETE BLOCK WALL REQUIRED CASE D (Plan) /r,/////// ////////////////////,/ii///// • SCALE: 1/4"0 1- POURED CONCRETE /rr� • REQUIRED . 0 \ CONCRETE ANCHOR J //� y,, (SEE SCHEDULE) ! 5 D. BO'<c 735' \ X = BUILD OUT DISTANCE % 1s ---MOSS(rrP) \\\\� \ \\\ CEILING & FLOOR MOUNTING """"""` ----- 1.52 INSTALLATION - SECTION 13 2 M°x. a -I aX ,, \\\ Jf/J `\\ /- C. SCALE:1/2'-7' _�rx.�-------- r___x.,�::,s._::�__>_._=r:�:_r. \ /0. - EDGE DISTANCE 7/4'0 BOLT 4'x 4"x.072' I7) ®24 0.C. 3105-H74 OR 5063-T6 ALLOY SHEETS 918&1 (SEE SCHEDULE I W/JACKNUT ConL Aum.ANGLE CASE B (Plan) CASE E (Plan) NOTE FOR COMB/N417071 OF SECTIONS:• LF SCALE: 1/4"= 7' WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 611(1��yI,!V{AZ.11" END CLOSURES DET ILS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 1LI)1r�C{,T't i'1.•1I-/0:- `��'r'*•.''\.ZENN$e`c'..vl s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) L0. 02017 f2TEE0,INC. 0.050" BERTHA ALUMINUM STORM PANEL r c. - 2*�� Q)6], ��` (2.00" DEEP) ORM 60. ? t EASTERN METAL SUPPLY, INC 67/26/77 ... ;J�PF) 'C'. / IILIECr®INC,\ 4zM BESTaaADs P DATE 4. Q�',.•t p r�P•;"4kr` TILLT TESTING&ENGINEERING COMPANY WE5T PALM SEAN PL.23407 17-097 �,At ,f•' PHONE(567)202-8263.FAX(561)841-1776 n is 11111 ax.Mt.sr_sA..M.ValcmN pumas.n.NM u "•••••-• PIGw:(705)!71-taw.rw r(305)871-1071 a¢cvno-r wn aamnw wa DRAWING Na t)/01I f L t� EB-0006719 MO 71-00 r>Rari .') WALTER A MUT Jr.,P.E. SHEET 8 OF 17 - FLORIDA Lk,44167 x ' • MAXIMUM A,SD, DE,eIGN PRESSURES RATING fp.s.P,) AND CORRESPONDING_IAXIiiUM ANCHOR • SPACING SCHEDULE' FOR INSTALLATIONS IN CON• yC�RWETE.AND CONCRETE' BLOCK STRUCTURES 0000010 06006.07 416000 SPALWC 70R E a-J r/T.• ro ASa OEICN MMLIIN MOWS 5.'ACN0 fat E D..I I/2'0• APPLIOftLE acmes/h 01.1110,11 PAWLASO .1055121 S(0TOAS/a 110011101ILS PA PRESSURE RLWM 10.0f0A6 SOLO UT 102M ON PAS*JM1TF5 500110151015 ANP 00,,,,,00” allorN S'(AJ PR£S+Mt ELVVIAI 000655 551.10 SET SaTAPCON PNff1WIC6 PAN.RMMS 74x6 ASY 30u3010fa4 (0610 1"(R) 4....6." To 09014076 ro 71.118006 TJ 090'0/15 10 81158510 ro Ca50RLA ro WOW ro 0041805 ro 414SWWf ro caw=ro 414S0I5r or MN RA109(P'.8) ID CWrME 10 4050+:06 ro 1060.2075 10 4N500.544 TO COftRar ro N450YA1' 40 Maar 10 1441a740 TO 07.01676 r0 MA001001. 08 74614 12' N/A 12" N/A 72' N/A IT' N/A 01' N/A 7(TOP) 12" N/A 12' N/A 12' N/A 12' N/A IF N/A 1(TOP) I2" 11' 12" 12" 12 IT" 12" II' II' 12' 7(BOTTOM) 11" 7" 72' 12' 12 - •12" 12 12" 12 72' I(807100) 12' WA ' 72" N/A 72" N/A IY WA 12" N/A 2(TOP) • 72" N/A 12" N/A 72' N/A 11' N/A 12' WA 2(TOP) 9' 9' 9' 9' r 9" 9' 9' 9' 9' 2(BOTTOM) 9' Jr 9" 9' 9' 9' B' 9' 9' 9" 2(BOTTOM) 9' N/A 9' N/A 9' N/A 0' N/A B' N/A 34(TOP) 9' N/A 9" N/A . 9' N/A 9" N/A 9' N/A 34(TOP) 9' - 9' 9' 9' 9' 9' 9' 9" 9' 9" J(BOTTOM) e' 9' 9' 9" 9" 9" 9" 9• 9' 9' 3(BOTTOM) 12' 17" 11' I2' 72' iF• 72" 12' 12" 12" 4(TOP) 12' 7' 11' 11" 12' T2 12' 11" 12" I2- 4(TOP) 12" II' 12" 72" 11' 72' 12" 12' 11" 12" 4(BOTTOM) 12• 7' )2' 12' 72" 12" 12" 12' 12' 12" 4(9077000) 9' N/A 9' WA 9' N/A 9' WA 9' N/A 5.4(TOP) 9' N/A 9" N/A 9" N/A D' N/A 9' N/A 54(TOP) 12' N/A 12' N/A 12' N/A 72" N/A N/A N/A 5(6011081) 9' 11/A. 11" WA 12" WA 12" N/A N/A WA 5(BOTTOM) 12' N/A 12 N/A 72' N/A 12' N/A WA N/A 6(TOP) 9' N/A II 1/2" N/A 72' N/A T1" N/A WA N/A 6(TOP) 1400,-40.0 12' WA 72" N/A 12" N/A 12" WA 11/A N/A 6(BOTTOM) 8'-0' 840.0,-40.0 9' N/A II" N/A ... 12' N/A 12" N/A W -0A N/A 6(BOTTOM) >B' " OR OR 010UP TO LESS 12' WA 12' N/A 12" N/A 12" N/A N/A N/A 7(TOP) LESS , LESS 9' TI/A II' N/A 12' N/A 12' WA WA WA 7(TOP) 73-0'• 12" WA 12" N/A 72" N/A 72• N/A WA N/A 7(801T011 8' N/A 11" WA 12" N/A 72' N/A N/A N/A 7(BOTTOM) N/A N/A 72• 12 72" 72" 12" 11' 12' 72' 8(TOP) N/A N/A 72'1 12'• 72'• 12'0 72•' 12• 12'• 12"• 8(TOP). WA WA 12' IZ' 11' I1' 02' 12' 72" 12' B(BOTTOM) N/A N/A 12'• 12'• 72• 12"1 12•• 12"• 12"• 12"• 8(BOTTOM). ' WA N/A I2". 72" 02" 72" 12' 12" 72" 12" 8(TOP) N/A WA 721 12'• '12• I2• 7T'• 12'• 12•• 72'4 9(TOP). 12' A" 12' 72' 12' 72" 12• 72" 72' 72' 9(00T10M) I2 7' •12" r2 72" - IT' 12"' 72' r2' 12' . 9(BOTTOM) 11' N/A 12' N/A I2' N/A 72' N/A N/A N/A 70(TOP) • 9' N/A 11 1/2" N/A 12. N/A 12' WA WA N/A IO(TOP) 6' WA 6' WA 6' WA 6' N/A N/A N/A 10(BOTTOM) 6' N/A 6' WA 6" N/A 8' WA N/A" N/A. 10(BOTTOM) 9" N/A _ N/A 9' N/A 0' WA 9" N/A IM(IOP) 9' N/A 9' N/A 9- N/A 9' WA 9" N/A 7IA(TOP) 9' 9' - 9' 9' 9' 9' 9' 9' 9" 9' 11(BOTTOM) 9' 9' 9' 8' 9' '9" 9' 8' 9' 9' 17(BOTTOM) 6' N/A 9" WA 6' N/A• 6" N/A 6' N/A 13(TOP) F N/A 6• N/A 6" N/A B• N/A 8" N/A 13(TOP) 6" N/A 6' N/A 6' N/A 6" WA N/A N/A 7I(BOTTOM) 6' WA 6• WA 6' N/A 6' N/A 6" N/A 13(BOTTOM) • USE 6"OC FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE r2.OC AS SHOWN ON SCHEDULE FOR PANELS . LENGTHS EQUAL OR SHORTER THAN I0'-0 .R0U AHHOORR SSPPAACCNBRYEU00VNOSPJAC/G5H0NDION NSEETRE E8rOTHLEES0L750NJ /2RS. ANCHORS LEGEND (NOTE 751,.E.D.FOR SOLIDSET AIfCHORS 15 J� Min. FOR TMS OPERA7?ON TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE ANCHOR 7715E ANCHOR • LESS 77WI 14/00071 SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS 666(110. I SPACING FACTOR TAPCON(REGULAR 0.4 SO)PANELLU7E OR PANEWAlE 7905 I J' E. D. a-EDGE DISTANCE ACTUAL E D. TAPCON(REGULAR) SC,TAPCON.PANEIAWTE OR PANELM.IE 7VAS SOLID SET SOLID SET I 3" .. - J. - .. .86 .75 - 2 7/2" - .7I .50 Lj77/If/2/N/it„ja 2• - .50 - ,1t71t1,yt�A ..71(0`---.-- I /C�',`--.y 1 r/?" .JS - - 79 ,T'` ('G,1,� , 0/ :. oZ. .'1\y,... .t. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • 02017 TILTECO,NG 0.050" BERTHA ALUMINUM STORM PANEL L:B. r•��o•44167 (2.00" DEEP) ORA.TILC 81: 07/26/17 -tiET7 EASTERN METAL SUPPLY, INC s for ILECA�N6. °"` . '13 .. ,''/ ` "'' ;t 4T68 HEST ROADS DRIVE /61(`.)]1,44 1, TIWT TESTING 00 ENGINEERING COMPANY WEST PALM BEACH,FL 35407 17_097 ��_•••///777LLL LL1 ! 6 PHONE(501109-8267•FAC(560 841-1776 ,1 6333 PT ]SL..6t.61.DC6.VARUM CMTS n.11161 ) (t•••p••�•• `� Prov i 7345)477-1330 906719 L]OsleTl-IS]I m. m0nw CM lay. �o0 000 ORUmlG No . V/017108^�\ , WALTER A TICCIT Jr..P.E. I 701500 41ry./N 1� - SHEET 9 01 17 FLORIDA Lit.44157 ➢ • MAXIMUM A,S.A. DESIGN ERL'SSUREI JP.s.f) ,A CORE,•PONDING MAXIMUM ANCIOR _ '.: A .71 ' i.... . el C Y;__..�.1.i►. 14 . '. I Y :.4' S 1 LOY . : e •. . Y:. Ur_ ArTIXADLE TO ASOG 114.111,ANCHORS SPACreG TOR L A s 7 1/2'• APPLC/C£10 222806.4 L2 08101 MOORS 36.104 700 G D.J 177's PALSRRE R£LL1,4R LIPLING Salo SR SOIMCON 662161773 PAVDl1ME NAS 3!000/4/A 2240966 6RNL ASD 00ST9! £ /a 414041111.1 AVM 137000(P'''''' Ari count Anal LAM 1'(l.) wawa =MAR TAPLYWS Colo SET 54TAK'QY PARL21M7SS PA'..a."nRi AM'Co69N:11IAN LDA:IR V(N) ro coca,ro lOSONO1 ro Ca1p1Lrr To Alcamo, ro COR1EIT to 121ra71 ro CMGaa ro Lusmm To colGalr 10 LammOr Mal II,Rvx0•0E to Luoorar to CDAGAE 1 TO Lu4LYRY 10 014CRLTr ID 00190? TO ccxea4E ro mucron no CONOVIr TO euwaY or DIM 17" N/A 12" N/A 12" N/A 77" WA N/A N/A 1(TOP) 11" N/A 11' N/A II- N/A 11' N/A 11" N/A 1(TOP) 12- 7• 12• 12" 12• 72' 12" 71" v" 12• 1(00770071 11• 4• n• n" II' II" II' 7' II- 7• I(BOTTOM) 12' N/A 12' WA 72' , N/A 12' N/A 12' N/A 2(TOP) 17' N/A 17" N/A II' N/A 11" N/A II' N/A 2(MOP) 9' 7' 9' 9' 9" 9' 9- 9' 9" 9" 2(BOTTOM) 8' 4' 9. 9' 9' 3• 9' 7' 9" 7' 2(BOTTOM) 9' N/A 9" N/A 9- N/A 9' N/A 9" N/A .14(TOP) ' 9' WA 9' WA 9' II/A 9• N/A 9' WA 3A(!OP) 9" 7' 9• 9" 5' 9' 9' 9' 9' r .1(007700) B' 4" H" 9' 9' 9' 9' r 9" r J(60R0M) 72" 7• 12' 12" 12' 12' 12' 71' 12" 12' 4(TOP) Ir r II" II• Ir R• II" r n" r 4(DTP) I2' 7• 72• 12' 12' 12' 12' 12" 11' 12' 4(BOTTOM) 11' 4' 11' 11' II' 11' II' 7' II' 7' 4(007706) 9' N/A 9" N/A 9" N/A 9" N/A 9" N/A 5A(IOP) 9• WA H' N/A 9' N/A 9' WA 9' WA 54(TOP) 10' N/A 12• N/A 12' N/A 12• N/A N/A WA 5(BOTTOM) '5" 8' r N/A 9' WA B' N/A N/A 1(/A 5(COTTON) 10' WA 12' N/A 12" N/A 12' N/A WA WA 8(TOP) 9' WA IO' N/A 12' N/A I1" N/A N/A 744 6(TOP) 140.0,-400 10" WA 72" N/A 12' N/A 12' N/A WA ., N/A B(BOTTOM) B'-0' 060.0.-60.0 8' N/A 7' N/A 9' WA B• N A N A UP TO OR UP TO _ _ OP I I WA" 6(BOTTOM) g'-0' 160.0.-800 ID" WA 12' N/A 12' WA 11" N/A N/A N/A 7(ToP) LESS 180.0,-900 5' N/A 7" WA 9" N/A B' N/A N/A 1:/A 7(TOP) LESS 70' WA 12' N/A 12" N/A 72 .N/A N/A N/A 7(BOTTOM) 5' N/A 7' N/A 9' N/A 8" N/A N/A WA 7(BOTTOM) N/A N/A 12' 12" 12' 12' 11' 12' 72' 12" 8(TOP) N/A 11/A 12' 12" 12" 72' 12' 6' le 6' 8(TOP) N/A N/A 12' 12" 72" 72" 12- I2' 72• 72" B(607700) WA N/A 12' 12' 72" 12• 12' 6" 12" 6" a(BOTTOM) /I/A N/A 72' 12' 1,7' 17' I2" 12' 12' 12' 9(TOP) - WA N/A 12' 72" 12' 12' 12• 5" 11' 6" 9(TOP) 12' 7• 72' IF n• 72• 12" 12' 12" 12• 9(B07704 II' r, 4• 77' _ 17• 77• 77• R' 7' II" r . 9(BOTTOM) 10' N/A 12" N/A 12" WA 12" WA WA N/A 10(TOP) 9' N/A 10' N/A 12' N/A 77' N/A N/A N/A ID(TOP) - 6" N/A 6- WA 6' N/A 6• N/A N/A N/A 70(BOTTOM) 6" N/A 6' N/A 6' N/A 6" N/A N/A WA 70 (BOTTOM) 9' 7" N/A N/A N/A N/A 9' 7' 9' 7' IIA(TOP) 8' 4' N/A N/A N/A N/A 9' 7' 9' 7" 113(TOP) 9" 7' N/A N/A N/A N/A 9• 7' 9' 7' 11(DOTTOM) 8' 4" N/A B• N/A 6' N/A 6• N/A 6' N/A N/A N/A IS(TOP) N/A N/A 9• 7' / II(BOTTOM) N/A N/A 6" N/A B' N/A 6' N/A N/A WA 73(TDP) 6' WA 6' Q' N/A 6- N/A N/A N/A 15(BOTTO.M) - 6' " 9"6• N/A 72- N/A 6' WA 6" N/A N/A WA 73(BOTTOM) ANCHORS LEGFNO ..A7AY1AIUM ANCHOR SPACINGS ARE VALID FOR J 7/2'EDGE DISTANCE.FOR ED.LESS DWI 3 1/2", ANCHOR TYPE I A CHOR REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLON7A'2 FACTORS. SPACING (NOTE-ARII.1.0 FOR SOLOSET ANCHORS 15 3') FOR TANS OPERATION TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON(REGULAR OR SC.)PANELMATE OR PANELLLATE WAS I 3' , LESS THAN M11IBLUM SPACING INDICATED FOR LOCH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR SOLD SET I J. ACTUAL E.D. TAPCOFI(REGULAR) SG. TAPCON,PANELAMTE OR PANELAIATE NAS SOLID SET 3" - .86 .75 I j1))/!!q!laia>,� 2 1/2' - .77 .50 till`.\,^ Y1• T//l✓~ 2- - .50 - �1 �Y '�`:. 7 7/2' ,35 _ - 1,�1� �, : \Ti>t°�S'�'•.�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �� 82077 TL7ECO,w0 0.050•' BERTHA ALUMINUM STORM PANEL L.c. IVO. 1167 (2.001' DEEP) ORANN 611 `c) ' aTrl OF /117.1r=". EASTERN METAL SUPPLY, INC °'DATTEE,,.I' ,� F ..-4c4-; 4258 WEST ROADS DAMVE L; TIWT TE57IN0&ENCINEERINO COMPANY WEST PALM BEACH,FL.33407 /.• V 0) ::' �;l AUS 113.ElN.36 5...IW.070101 96ann,9.90151 PHONE(561)209-0203,FAX,(591)841-1716 17-097 cY,s,0•.••.'•. L3„� 1 P^�•113051011-Ino.r..,tsosloll-Issl o.ro �„T,I - ow no.a o�01 oa DAAmNcuo V f4�1' '•.�V ,,ii E8-0006718 v(y'L t WALTER A.MLR Jr..P.E. TTP 13-00 \lnnT I FLORIDA Lc.44167 I 4 SHEET 10 OF 17 • • • • .AIM) v ► l . _ L i ._ _Jr i.. Y!1 • :11' 0 i.i . .•►LLI It , rr T. I! .L P►i SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONC.RE71.S ,BLOCK STRUCTURES MA4uaM Lamm:N10845 5111090101 L a•J 4/7'•• ARi1CW[TOYUMAN ADC-MOPS SPA=104 C 0•J f/T•• A•FIXM0 TO ASD.DESIGN =OW 16 L1mrU9 PALL AS0. swam/& $440441 PANS PA£SSURE REOMAAR W585$ SOIL SLY Sa/APCON PAKLWTTS PAVa0l75 NAS m.ror9wn011 IaGM 1'(RJ PRLEUFE MAAR DITTOS SOW SA 09111585 511418 G9 RULSABIT Pas MT mv6WIG6' IgCM 1•et) Rom B••'C) ro 01041.67E TO 04JG157 TO MKRLi5 IIJ WASGM4r TO cow= TO scam,TO CaLCAITC ro M4s4RlY ID=cam To 10050049 IX Mar RAI9G(0.41) ro COvcRorI TO Y496617 TO COAYAar I0 LtSOMTY TO COMYtLR ro uASONM ID COACCUF TO UASGYRI (0=CRETE TO,HSGs( eF MEL 12' N/A 12' 71,AA IY N/A 72" N/A 12' N/A t(701) 8 1/Y N/A 9' WA 9' N/A 9' N/A 9' 'N/A 1(TOP) • 12' 4 I/2' 12' 12• 12' 12' 12' 8 1/2' 12' 8 1/2' I(BOTTOM) r 7' 9' r 9' r r 7' 9• r 1(00170M) 12' N/A 12' N/A 12• N/A 72' N/A I2• N/A 2(TOP) 9• N/A 9' N/A 9' N/A 9' N/A 9' N/A 2(TOP) 9' 4 7/2• r 9' 9' r 9" 8 1/P F B I/2' 2(BOTTOM) 9" 4' 9" 9' 9" 9' 9" 7' 8' 9' 2(BOTTOM) 9' N/A 9' 14/A 9' N/A 9' N/A 9' N/A J1(TOP) 8' N/A 9' 11/A 9' N/A 9' N/A 9' N/A 34(TOP) g• 4 1/2' 9' p• 9• e• 9' 8 7/2' 9• 8 1/2' 3(BOTTOM) 9' 4' 9' 9' 9' 9" 8• r B" r J(BOTTOM) 12. 4 I/2' 12' l2 72' IY :2" 8 I/1' TY 4 8 1/Y 4(701) 9• 7' 9' 6' 9• 9' 9• 7' 9• 7' 4(101) 12' 4 1/2' 12' 12' /2" 12' 12' 8 I/2• 72' 8 IIP 4(001108) 9' r 9' 9• 9' 9' 9' 7' 9• 7' 4(BOTTOM) 9' N/A 9' N/A 9' N/A F N/A 9' N/A aA(TOP) 8' N/A 9' 1!/A 9' 4 N/A 9' N/A 9' N/A SA(IOP) 8 1/2' N/A 7 I/2' WA B' N/A 7 1/2' N/A WA N/A 5(807708) S' N/A 9• N/A 7' N/A 7' N/A 11/A N/A 5(BOTTOM) 0' N/A 0 I/2' N/A 10' N/A 9 1/2' N/A N/A N/A B(TOP) 7' N/A 8' N/A 10' N/A 8' WA N/A N/A 6(TOP) 440.0,-40.0 B 1/2' N/A 7 I/2' N/A 8' N/A 7 I/2' N/A N/A N/A 6(80TTOM) 8'..O'' 4900,-9170 5' N/A 6' N/A 7• - WA 7' N/A N/A N/A 6(BOTTOM) 7'- OR 4640,-6170 6TO UP TO • N/A 6 1/2' N/A 7' N/A 8 1/2• N/A N/A N/A 7(TOP) 12'-6' 1400.0 uP 70200 5' N/A 0' N/A 7' N/A 7• N/A N/A 11/A 7(TOP) LESS 6' N/A 6 7/2' N/A 7' N/A 6 7/2" N/A N/A WA 7(0017011 5' 11/A 6• N/A 7' N/A 7' WA N/A N/A 7(BOTTOM) N/A N/A 12'• 12'• 12"• 12'• 12'• F• 12'• B•• B(IOP)• WA 11/A IP 6' 12' 6' 12' 6" 12' 6' 0(TOP) N/A N/A 12'• I2'• 72'• 12'• TP• 6'• 7P• 6'• B(BOTTOM)• N/A N/A 17' B' 1P 8' 12' 6' IP 6" 8(BOHOM) N/A N/A I2•• 12'• TP• 12'• IP• B'• I2•• 6'• 0 OOP)• N/A N/A 12' 6' 12' 6• 12• 6' IP 6' 9(TOP) IF 4 1/2 12' 12' I2• I2• IF B 1/2' 12" 8 7/2' 9(BOTTOM) 9• 7' 9' 9' 9• 9' 9' 7' 9• 7' 9(BOTTOM) 9' N/A 9 I/2' N/A 10' N/A 9 I/1• N/A N/A N/A 10(TOP) 7' N/A 8' WA 10' N/A F N/A N/A N/A 10(TOP) 6' N/A 6' N/A 6' - N/A 6' WA N/A N/A 10(BOTTOM) 5' N/A 6' N/A 6' N/A B' N/A N/A N/A 10(BOTTOM) 9' 4 1/2' N/A 14/A N/A WA 9' .4 I/2' 9• 4 I/2' HA(TOP) 5' 4• N/A N/A 7/A N/A 7• 7' 7' 7' IIA(TOP) 9" 4 1/2' WA N/A N/A IIIA r 4 1/2' r 4 1/2' II(BOTTOM) . F 4' N/A N/A N/A N/A 7' 7' 7' 7' II(80TTOL) B' N/A 6• • N/A 6' N/A B' N/A N/A N/A IJ(TOP) 6' N/A B' N/A 6' N/A 6• N/A N/A N/A 13(IOP) 6• N/A 6• WA 6' N/A 6• N/A N/A N/A Ti(BOTTOM) 5 N/A B' N/A 6' N/A B' N/A N/A WA Ti(BOTTOM) •USE 6'00 FOR PANEL LENGIITS URGER MAN 10'-0•AND USE I2•AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' AN AN-HOED •.MAXIIIUN ANCHOR SPACINGS ARE VALID FOR J 1/2•EDGE DISTANCE.FOR E.D.LESS 01411 J 1/1; ANNH' REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS ANCHOR 101E I SPA ING (NOTE,Min.CO.FOR SOUDSET ANCHORS IS 37 SPACING FOR THIS OPERATION TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON(REGULAR OR S.C.)PANEUd4TE OR PANELMAT£TVAS I J• LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. E. D.= EDGE DISTANCE FACTOR SOLID SET ' J' ACTUAL E.D. TAPCON(REG!4,R) SG.TAPCON,PANELM4TE OR P41155 415 WAS SOLID SET 3' - .86 .75 2' - .50 - ,,r,1,`+\4n�...... rT p' 1 I/2' ,35 - - 01 .••\,NEEM$'••.,vp e do F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 ti 02017 rILTEca iso • 0.050" BERTHA ALUMINUM STORM PANEL ' L.G. *: )y (2.00" DEEP) DRAWN BY. "T,:,.. .... .--, C EASTERN METAL SUPPLY, INC 07/2`,£/,17 -®�•• 'o �.;•w ,;� / IL GC®INC. \ 4268 WEST ROADS ORAE {,/1165` ,%R' GNUS TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL 33407 ��YJ f/'f •••``(�� 114` W!,xx.]eU.04 Si,.]OS,WC.WmOs,rl 15114 PHONE(561)209-8263,FAX:(581)841-1716 17-097 . O�0IpYI t' II Elm.i(:05)971-1630.Fax 1(!5!)071-16]4 Leman. n[ osma 0414 OWNING No AL EB-0006719 ,.•, WILIER A T/LLIT Jr..P.E. as I0-C1S 07/3101 mSHEET 11 OF 77 FLORIDA Lie.44167 , • • I/4'0 7APCONs 1 ,` \ 1 t N. l/4•0 TAPCOHS W/1 1/2'MM, 1/4'0 TAPCONS m GIBS , THREADED PENETRATION w/1.T/T'MrM '� /-� 'IP w/1 1/2'NMN. I/{'o TAPCOHS r TD EXISTING N'000 7NREAOm PENElRARON y TNREAOED PENETRATION �' W/I 1/1-MIN. NEAOER. SEE SCHEDULE 7n L70.fnNG tY000 \ or.......‘*,...„, _ Q�1 TO IXlST7NC�E7RInON ( -.L ) ��` HEADER.(SEE MOD • T30• HEADER.(SEE SCHEDULE) I U • r.,.. i \ I HEADER.(SEE SCHEDULE) 11 ' _ MN' ., ,_ g � M ; �,-� �_'I 1125•' .„.„,,,:,,,,,,,,==:i__J. ©Can!71'Nin:� �Aoil Yi n/::\ L.500• •wig ,. ,, ,\ g -...,-- ... . . %2` 1,li0. Min. ` • �fAin\ Min. • ,.. Cont. N WOOD HEADER I • W ORUDRHE DER WWOOD HEADER REQUIREDi WOOD HEADER REQUIRED u, REOUIRm 6 t• . GL4S 61255 AnON .7 70 itl O 1•Nin i ® SEOAGuO� tI I-10OASS 8 ,OPTION Of N I ALTERNATIVE 3A Q. 7 p _._r________,: D( 1/4'0-20 r J/4'I .gc 1 �`�.. 41c, �_ I_I- 5`S DOLTS W/7/8'x 7 /j • 1/4•o TAPCONS '--`i J/JT'WING NUT® 1 W/I 1/2'N!R • h ` , 1'AIm. - - IT'0.C. t , "\ THREADED PENETRATION 'f r fSEPARATION I p TO EXISTING WOOD Y \\ 1;(<_1.4.1. • -TOGLASS - Iy � / HEADER.(SEE SCHEDULE) /•' •` y) �M\ i Ir=el �CCnL p (OPEN POSR101!F) ti \i 1 0 �� J.� `1t1 '' t/{•o TAfCONS W/1'1/2•Min. THREADED O , I 7 I' PE fl PLATE O(SCE SCHEDULE) [1111�,I:__. 1 SECTION®ANCHOR :_.: 1 � II * I �'•_ ` •I 1I1DODHEADER i� . W 1 1162/wil .500' :REQUIRED I ' . , O1i1 LDDD !, (z.,COW. �` \ —r011 � /' O cont. OPTION I j • p. 7 x J/J2'WING NUT O L,.R �2 p�L L. E ALTERNATIVE 3A ' E �jll GL STUD ✓I!I • I/4.0 TAPCONS 1'. 1) i ,l\ SCREWS W/1 I/2•Min. },. ' 1/4•o TAPCONS �I �� I 1 'I 0 11100712TH O, THREADED F RATIONPLATE. , PENETRATIONNM.0 MIDIEARED -I .1 T , I i ; , I n (SEE SCHEDULE) OF PLATE.(SEE SCHEDULE) • -1•Min SEPARATION ` I ,_� 10 6(255 \ \ ) SECTION 0 ANCHOR 7/4'0-20 r 3/4' • ROT �____� COTR• SS BOLTS W 7 B'r P ,,,,`-,,,') . ALTERNATIVE 2 r / �f4 4f`'�'+Y''/`Y„ ' SCALE: 1/2•e 1• 1?3 O.CNG NUT O i '1 •.� I'Min. h �� O 11,1 \ �r...... �/�o_ I SEPARATION 111..4... Ii 1 TO GLA55 O W QI 500- ••�10E SC'`.• v�a i • ,i co.". ', SECTION®STUD [It y /D•Wel- J2• , ' u NUT I� ' • ` RYs7uo [Mr= ALTERNATIVE,4 �� 1 0 12.0.C. 1)',..1 l I' a:: _, II SCALE: 1/2'= I' 7•. O` � 1Il�f w (I 1.1251' 1 NOTE FOR COMBINATION OF SECTIONS: 1 H%{101/2�N0i7HRL10m + ����(n1••�O �Sr 1(47 ,` I ( \ IIQTE:SNAP CAP I r d� \'� II 1Lft• PENETRATION O UlDWOTH IC CLOSED AT N II 1\ -19 • WALL MOUNTING SECRONS CAN BE OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS. /047;4 )3S\��a�;,t1'`' h COMBINED IN ANY WAY TO SU?ANY INSTALLATION. ='R � Cont. ALTERNATIVE 3 rLOHIUP UILDINO CODE (Non High Velocity �lurrlcane Zone) • SCALE: 1/2 e T NOTES: 02017 711.7E00.INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BW SECTION®STUD T. INSTALLATIONS ARE ONLY VALID FOR MAX.ASD.DESIGN PRESSURE RATING07/26/17 ALTERNATIVE AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 EASTERN METAL SUPPLY, INC art, IL E O�eC. ,268 11ZST ROADS ORYE 2.SEE ANCHOR SCHEDULE ON SHEETS 76 E 17. SCALE,. 1/2' 1' GLUT TESTING h ENGINEERING COMPANY M WEST PALIf BEACH, o 41)8 J. FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN f�H.N. ( 51 Slr.]G!,YIHF'M 051(004.R MY PHONE:(SBI)20P-e26J,two(SB1)Bi1-r7re 17-097 PINE Na.2. W/SPECifc DENSITY OF 0.55 OR EQUAL. a RLTER 0008719.P.E.1 IS.11IN,Iv wen= / I.+sm� nn: DRAWING Na VOITER&SUIT Jr..P.E. Oto Is-uf wymNi l~ FLORIDA Uc.44167 : . SHEET 12 OF 17 WOOD TRUSSES OR RAFTER • • !/4'0 TAPCONS IYOOD TRl15SER OR RAFTER 1 \''N \l' I—Z f 1/2"Min. THREADED O 79.O.G REQUIRED O 29"O.C.REOU/RED +I PENETRATION 7D LXISDN6 , y\ I WOOD HEADER.(SEE SCHEDULE) \ - ------I �� ;III ®':I .500' �� ,50•• a 3 + . y Ad e ' I'Min. `�:: �f � 'a11�� If - /v ®nlyi®ipl®II®lam •• . , r:1N1®II®11/ - / y1 • 2 0V 1 I [III_l7_I� 1'x 4'x 1/B' /LIII_��_II, • = . ._ /\IIIWII P �, liEl T6�Wx ,x J/4• �MY/BUILDEIT ,II TO /BCtjp 7EK SCREWS rI.4O 6'O.C. EW O 6 HOOD�R I OF I, I REQUIRED ` DOSING 4000 0 Conf. I ,y MEMBER(2'Mn. MOD HEADER NOMINAL WIDTH) /�4'0-20 x I REQUIRED Cl 0 1 W/2'Min. J/4"S.S..BOLTS i , O �I'Min.SEPARATION 'v THREADED W/7/B'x 3/32j .^r TO CLASS PENETRATION. X7NG NUT O / , i O TT'O.C. 0 , OPTION f( n 1A N ALTERNATIVE 5A ALTERNATIVE 64 a ALTERNATIVE 7A •• �' H SCALE: 1/2'. 1' SCALE: r/2'- l• (UM?ED TO +60.0, —66.0 p.s.!. DESIGN LOAD (LIMITED TO +60.0, —66.0 p.s./. DESIGN LOAD It i ' .I ri AND UP TO 9'-0"Max. PANEL LENGTH) S AND UP TO 9'-0"Mox. PANEL LENGTH) r•Min. ' \ j'I 1/4•a TAPCONS SEPARATION � I W/1 I/2"MIN T—J` '� L+ TO GLASS / \ THREADED PENETRATION ' L5 I d TO£21011NG 11000 r rw l I HEADER.(SEE SCHEDULE) Mi 1•Nrn. . � /'W n. � 7/B',J/JT'' 0 � k iri 0 Canf. n• t• 0 4 SEPARATION Q. Imo NUf O ' Iii —rryY 7/B•x J/J2•W7NC NUf O EVERY STUD 1 TO C'i 0 I ' O 12'O.6 �47�8.x BOLTS 0 W AI i. ISI LJ� 4 Conf. I- InN'G NUT O , �" r,„,2 X II WOOD IfIQ_. * i 2 X 6 WOOD 12"O.C 111111-7. �`1100D HEADER i DECK REO D. I "—! .1 DECK REDO. OIi REQUIRED i ILS. Conf.OPTTON�Z —� S�� REO/RED^ I/4'0 DLCO PANEL ALIONAM. 5A —.. l I1 MATES2'U/OR.TTHREADED —`--�� I• \'I PL/7VETRITION ORN DWIOM I-1' ��� - OF PNTF. TYPICAL TOP& sOrroN f3F�i.iS7EDULE) 1/4Y TAPCONS I/+o TAPCONs ALTERNATIVE 8 ,•ri�R A j/C'-, W/f 1/2'N/N. W/1 1/2'MIN. Ir' 'I. THREADED PENETRADON THREADED PENETRATION SCALE: r/2'- I' 1'\A�. ........... �//X O (SEE SCHEDULE) (SEE SCHEDULE) \AAI,a-.......•�C iN ALTERNATIVE 6 ALTERNATIVE 7 �'� se......‘,..,1-,..,. SCALE: 1/2'- !' d • TNG N O ; EVERr STUD ,y O 12•D.C NOTES: 1 -o ' 2 X 6 WOOD Cent ice-, i 1. INSTALLATIONS ARE ONLY VALID FOR MAX.AS.D.DESIGN PRESSURE RATING 9O T - �,1 1� DECK REDS. I� I AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) NOTE FOR COMBINATION Of SECTIONS: x(. •%40mot,.....',�LC7;: - - - / 1' --' 'VALE/FLOOR/CEILING MOUNRNG SECTIONS CAN BE- 2. .0 — •��f.......... ,IIIA I LL�� SEE ANCHOR SCHEDULE ON SHEET I6& T7. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION S1AA�A`,���G �� J.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN ••1'''..x,Aor0.'''I ,# PINE No,2, IV/SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . 02017 RL7fC0.INC 0.050" BERTHA ALUMINUM STORM PANEL L.D. I' (2.00" DEEP) DRAWN Br. 1/4b TAPCONS 07/26//7 W/I !/2 MIN. EASTERN METAL SUPPLY, INC D,6/ THREADED SCHEDULE)PENETRATION 16 ECO INC. 4268 WEST ROADS DR,VE TILLIT TESTING 14 ENGINEERING COMPANY WEST PALM BEACH,fi.33407 ALTERNATIVE 5 N- Pe. 1`1-sIH•.e1.xmnv,1)19PHONE: 56)209-6764FAO(56)611-76 17-097 9-000679o - My.,y m[an un ev.wrearm un DRAWING No • SCALE: I/2'- I' WALTER A iL11T P.P.C. Go 10-01510-015WWI)WWI)FLORIDARIOA Lk.{{141 B7 , _, • SHEET 13 OF 17 0 LONG ELCO WOOD TRUSSES OR RAFTER 1/4" ®24"0. C. REQUIRED \ ri N ,� PANEL MATES OR S.G. TAPCONS W/2"Min. THREADED PENETRATION g fTO EXISTING WOOD — HEADER. (SEE SCHEDULE) _ �.1 v 500' Q---' % he I I 1"x 4"x 1/s" p 7/8 0 x 3/32" �. { Min. (6063-T6) WING NUTS ® 12"O.C. I , j { Alum. TUBE W/ _ 1/4 0 x 3/4" (3)LASCREWS TO4 1TW/BU(LDEX EACH JOIST. N TEK SCREWS j LOCATE SCREW WOOD HEADER ® 6"O.C. I ®Cont. AT MIDWIDTH OF tREQUIRED I EXISTING WOOD MEMBER (2"Min. En I j NOMINAL WIDTH) 0 W I i W/2"Min. 1-..--sEI"ADD. -$' I 1"Min. N THREADED 7O GLASS 2 —i SEPARATION PENETRATION. Z I TO GLASS W I I h I A , ! • 11. ppz ALTERNATIVE 1 OA 7/9 W"0 x J/J2' . H t car NUT 1, wSCALE: 1/2"= 1" IQ N 4 (LIMITED TO +60.0, -66.0 p.s.T, DESIGN LOAD NOTES AND UP TO 9'-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING W & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) iA J I W 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 0 I Ia 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 7/8"0 x 332" k/ SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0,55 OR £OVAL. WING NUT® -N I 01. EVERY STUD O ® 12"O. C. Wn•Innmrnnwn o I�i L,; N I j 2"x 6" NOTE FOR COMBINATION OF SECTIONS : III��p„TILL)).`• I \\\\ ' Cont. I' WOOD 0£CKREUIRED WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE� 7.000" (NO FINISH COMBINED IN ANY WAY TO SUIT ANY I II* I MIN. ALLOWED) 2"x 4"PLAT Cont. • REQUIRED - I * •, ' ! 1• 1/4" 0 TAPCONS i_ — — TE 0I ';. �' .1 \ W/ 1 1/2"Min. i' �'�'P/1.."' ��, / �`�� 1 THREADED PENETRATION -� % I .='x. 161 lit VrA MIDWIDTH OF PLATE. SEE SCHEDULE) I ,�S........ ON�,�e,' "'_xin••r,1{e31' 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocliy Hurricane Zone) ALTERNATIVE 9 W/ 1 1/2"Min. o7or7 nci[ca ma 0.050" BERTHA ALUMINUM STORM PANEL LG ALTERNATIVE 1 O SEESCHEDULE)PENETRATION (2.00" DEEP) DRAWN et SCALE: 1/2"= 1" SCALE: 1/2"= 1" EASTERN METAL SUPPLY, INC °'DAM INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / �IN ECO 1 Na, � 4258 WESTMON,,FL 54 TICCIT TESTING&ENGINEERINO COMPANY PAW MON,Y: JH07 5110 ftIN 360.PL 5r.361.7 r;G,o3cs n 311a PNGYC•(787)109-0767,PAX.'($BI)9q-1718 17-097 Purr:aWIl31-IA0.re.,13mM-I3]1 um R marc, 1.w mmror eP1 MAIM No EO-00°6718 WALTER A.SLUT Jr.,P.[. an Le-ea mre/0 FLORIDA Lie.44187 - , • SHEET 14 OF 17 • - 1 7/8'Mn. 2' EXISTING 1 7/8'Ain. 2' EXISTING PENETRATION rMaa'1 (BRICK VEENER 1/40x8' mLMA NAS ANCHOELCORS ORole 7/410PANETAPCONS PENETRATONi ruox.-1 BRICK VFENFR 1/40x8'ELCO male PANELMATf \ 1' �/- (SEE SCHEDULE). I�� NAS ANCHORS OR I/4 C TAPCONS I ` (SEE SCHEDULE). • © _ tc ®cool. _ _ - 250" I,. --- - -1, .500" /I . —� ,j�j5 . _1.2:0. / t ( 1.250 LADED / II /�/ I WDER I —� HEADER'S H HEADER '� REQUIRED / r/ 3 REQUIRED �r I %_.,� .t. �._ �l �" LEXISTING ��-1 /e i. STELAAGLEtEI % W G STEELEXISTI C S Sr££L ANGLE LINTEL .N II AS APPLICABLE SEPARATION y�,w !I SEPARATION 0 TO CUSS 0i N , TO GLASS t OPTION#t OPTION!Z ALTERNATIVE 1IA ALTERNATIVE 11A • f � NOTES: -Q 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING \ — � � ` EXISTING k" AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) BRICK SILL z 2. SEE ANCHOR SCHEDULE ON SHEET 16& 1Z 214' wooD s; • 3 FOR NEVA WOOD FRAME CONSTRUCTION.• WOOD MEMBERS TO BE SOUTHERN PLATE —/ I �S PINE No. 2. W/SPEClRC DENSITY OF 0.55 OR EQUAL. • m / �l' f.OosNx S 11ASIONC AS I'Mm. SP L£ r� NOTE FOR COMBINATION OF SECTIONS PENETRATION / N IYACL/FLOOR/CEIUNC MOUNTING SECTIONS CAN 8E / __T____ 2' -/.4-1 _n COMBINED IN ANY WAY TO SUE ANY INSTALLATION. /� EXISTING 1 .,...,,,(/� 2'x 4-STUDS Max ///�' / ©Goof. T 0 76'O.C.Max.REO•D \ EXISTING Min. 1/2'PLYWOOD `EXISTING 1/4 0 x 8'ELCO mole PANELAWTE R£O'D(TVP)W/FASTENING BRICK SILL �/4'0-20 x 3/4' NAS ANCHORS OR 1/4'0 TAPCON-- TO STUDS AS PER LS.S.BOLTS W/7/8'x (SEE SCHEDULE)TO EXISTING PLYWOOD. SECTION 2304 OF THE 3/32'WING NUT FLORIDA BUILDING CODE. O 72'0.C. ALTERNATIVE 11 _ • BUILD—OUT INSTALLATION ''",N.T1L!�' ' - ' SCALE: 1/2' I' 11 L ...........IT✓A—_ v. VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.l. FOR UP TO . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.l., FOR PANEL LENGTHS GREATER NO.44 67 %1: 020771x1EGo.Ina. 0.050" BERTHA ALUMINUM STORM PANEL LC THAN 78" UP TO 108" 1.:2___ _.7_1_ (2.00" DEEP) ORM en EASTERN METAL SUPPLY, INC D7/MG . O i �T�.'�`, IW ECOINC. 4268 PST P6405 D2M ORD INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS c�a�,, 'MUT TESTING&ENGINEERING COMPANY War PALM BEACH FL 17+07 SSIO 1�1 y aR Nr.Xm.04 9o. YoGNN GMOOo,It,o,e PHONE(58I)202-8263,FAIL(561)841-7716 17-097 • IV 1r Pem'06 151l-rea.rm:n0*7I-Ii4I m.No mem ,s common oat DRAWING No • e.,'''r'1 EB-DOOUTI5 aA 3-041 m/Ayn m WILIER A'GLUT Jr..P.E. SHEET 14A Or.17 FLORIDA U.44167 7 1/4'o TAPCQNS W/ \' . \V 1 1/2-M✓Il. THREADED - 1 PENETRATION To EXISTING `�( W000 NEADON I/4'0-20 5.S.4UCMNE �/ M (SEE SCHEDULE) fiOIT W/NUT 8 IYASNER tr� I� II 012'0. 0 7/B• 3/.12' I WINO NUT`O 1 / - Y 6 Cont !- 'EVERY STUD 01 �'�I? I' L•_ LI LJ, ClonI I� HOOD HEADER "‘.. REQUIRED I TT N - 1 - i*Min.SEPARATION 1 � TO GLASS �_1'Nin.SEPARATION W TO GLASS , A �i 14 ', Xi■■L_J�■ids I/4.0-20 4.7/4• ■I_I 5`.S.BOLTS W/7/B'r EN J/J7-WWC NUr O WING NUT O Cu'. 12'0.C. — 1 § r O K 2'44-W000 , { TC6WOODEQU IRATE REM). O -DECK REOQ 1 _� � - I ",.w '000'- , - �,� .17 Conf. I, IP j 1 1/4-0 TAPCONO I/4-0 I Sc. rAPCa'IS OR 1/4'0 OOR®Conl. ` I. PANEL THREADED PEN PENETRATION TO I \ PLYWOOD.(SEE SCHEDULE) 1/e0 TAPCONS EXISTING UI,,. 1/2"PLYWOOD THREADED I MIN. RE0'0(IVP) W/FASTENING (STO/ISE)PENETRATroN TO STUDS AS PER (SCE SCNCDIILE) SECTION 2304 OF THE ALTERNATIVE 13 FLORIDA BUILDWG CODE. SCALE:1/2'- 1' ALTERNATIVE 14 • SCALE: 7/2'- 1' • NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0. -60.0 p.s.I. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.T., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. THAN 73"006+7a+408" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 111117 4\A..11Z4/).---__ PINE Na 2. W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 0 Q'� .•"G'•'••. -' N4.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *i * : * : 02017 WIELD.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMBINATION OF SECnoNS: (2.00" DEEP) DRAWN 85' IYALL MOUNTING SECTIONS CAN BE d�� 07/76/7 COMBINED IN ANY WAY TO SUIr ANY INSTALLATION. C© 1© •. ,�` / EASTERN METAL SUPPLY, INC D,rE: a�/. �. , 11 L I E C O INC. 4769 WEST ROADS OWE » ���•,� , TILLIT TESTING 4 CNOINCERING COMPANY WEST PAW mai.77.J74D7 17-097 PHORG'(561)209-11767.HAA(.41)641-1716 ,131 ISMJ6N.14 SN.361,vC.0904.R 11,p ....r vm,.:(x1)371-I1x.gag:(x3)01-IMI-1311y,a,p, d„ .,.,.• orm.,n, wn ORAWWG Na D3-0006719 no 11.-031 al/71.11,WALTER A.RLUT Jr.P.E. SHEET 15 Or 17 FLORIDA Ue.44167 1 BUILDING DDOPc 398EastDaniaBeachBlvd. R J Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH • Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of American Shutter Systems Association (ASSA) 55 MMER Roll Shutter— H!/HZ for Florida Product Approval FL# FL22558 Report No. 5235 6th Edition Florida Building Code Method: 1— D (Engineering Evaluation) Category: Impact Protective Systems Sub—Category: Operable Product: 55 MMER Roll Shutter Material: 6063-T6 Aluminum Product Dimensions:See Installation Instructions, EMS003 Prepared For: American Shutter Systems Association 4268 Westroacls Drive West Palm Beach, FL 33407 `‘Atttioririr `` Prepared By: t� •�••r Hermes F. Norero, P.E. ., =_ Florida Professional Engineer#73778 = * * Date:10/20/2017 = "o ; "T'T • " X la Lu01", Contents: �i c<`.0•.'''••.....••' c?' Evaluation Report Pages 1—3 "., SON/\ .�?``��� I� t� Digitally signed itall Hermes F.Norero, Hermeslr!Mirerto P.E. , P.E.by Reason:I am approving this document Florida No.73778 Date:2017.10.20 18:28:31-04'00' BUILDING DROPS FL#: FL22558 A Perfect Solution in Every Drop Date: 10/20%2017 Report No: 5235 Certificate of Authorization:29578 Manufacturer: American Shutter Systems Association Product Category: Impact Protective Systems Product Sub-Category: Operable Compliance Method: State Product Approval Method(1)(d) Product Name: 55 MMER Roll Shutter Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for American Shutter Systems Association based on Method 1d of the Florida Product Approval System, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company • manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions EMS003,signed and sealed by Hermes F.Norero(FL#73778),for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and meets all requirements for impact resistant coverings when installed in compliance with requirements of EMS003. 4. Site conditions that deviate from the details of EMS003 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EMS003 for size and design pressure limitations. Hermes F.Norero, P.E. Florida No.73778 Page 2 of 3 t "0(#1\ BUILDING DROPS FL#: FL22558 A Perfect Solution in EveryDropDate:po1 No: 52357 Report Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under an approved quality assurance program audited through National Accreditation and Management Institute(FBC Organization#:QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-02 • ASTM E1996-05 Referenced Data: 1. Product Testing performed by Blackwater Testing inc (FBC Organization#TST10394) Report#: Report Date: BT-EMS-17-001 05/23/2017 Signed and sealed by Constantin Bortes, P.E. FL#77915 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) Installation: Refer to Installation Instructions(EMS003)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(EMS003)for design pressures based on size and configuration. Hermes F. Norero,P.E. Florida No.73778 Page 3 of 3 • PREPARED BY N\ AMERICAN SHUTTER SYSTEMS ASSOCIATION n BUILDING DROPS,INC. 55 MMER ROLL SHUTTER ,°•,.a4.°.a..v,rr 3~ IAN1A f4,11,11 II,. lu Is»IN•+•ne IMPACT RATED (HVHZ) •d"..`°",°,.,..on, ESSENTIAL FACILITIES APPROVED W C GENERAL NOTES, w 2 E-kr 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND _z i� MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 2 ~ LI BUILDING D IFOC1,INCLUDING 10/HZ AND HAS BEEN _, Z ` EVALUATED ACCORDING TO THE FOLLOWING: - 16`1r • 7.15 70191 INSTALLATION NOTES: C 2 • TAS 202-41 W • TAS 203-91 - 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH '3 MIR • AST ME330-02 ANCHORLOCATION SHOWN,UNLESS OTHERWISE STATED. q 86GM• ASTM E1802LPL W • ASTM E1596.05 7. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE W MINIMUM NUMBER OF ANCHORS TO BE USED FOR EARLE OF CONTENTS LD 2. ADEQUACY OF THE EXISTING STRUCTURAL PRODUCT INSTALLATION. Gra CONCRETE/MASONRY AND 25 STUD FRAMING AS A MAIN SHEET SHEET DESCRIPTION WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHITI A5 IR AND TRANSFERRING APPI IED PRODUCT LOADS TO THE TOLERANCE OF 11/21 NCIl OF THE DEPICTED LOCATION IN I GENERAL&INSTAL LATTON NOTES FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT REMARKS BY DATE ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. CONSIDERATION OE TOLERANCES).TOLERANCES ARE NOT - 2 LLVATION&DESIGN PRESSURE TABLE MULLION UPDATES SM In.7n 17 CUMULATIVE FROM ONE INSTALLATION AtJC11OR TO THE 3 TYPICAL SINGLE UNIT ELEVATION a MOUNTING DETAILS 3.2%BUCKS(WHEN USED)SHALL DE DESIGNED AND ANCHORED ,NEXT, TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. 4 VERTICAL SECTIONS BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF .1. REFER TO ANCHOR SCHEDULE CHART ON SHEETS 5,6,7.9& THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 11 FOR ANCHOR TYPE.SUBSTRATE TYPE.EDGE DISTANCE 5 STALL MOUNT HORIZONTAL SECTIONS A ANCHOR SCHEDULE OF INSTALLATION. AND MINIMUM EMBEDMENT. 6 BUILD OUT HORIZONTAL SECTIONS&ANCHOR SCHEDULE 4. THF INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 5. MINIMUM,EMBEDMENT AND EDGE DISTANCE EXCLUDE 7 ANCHOR SCHEDULE CONTINUED u � `n`eK°nom'' AND MAY NOT REELECT ACTUAL CONDITIONS FOR A SPECIFIC WALL FINISHES.INCLUDING BUT NOT LIMITED TO STUCCO, - ""•"'^`...•,t N)''1*/_,1 Itrt;C`nm+-m SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FOAM,TRICK VENEER.AND SIDING. R INSET MOUNT HORIZONTAL SECTIONS P.ANCHOR SCHEDULE %%‘L �Z/E. , FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 9 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE ` • •• �'���� ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 6. ASSEMBLY FASTENERS SHALL BE COATED WITH AN HV DOCUMENTS FOR USE WITH THIS DOCUMENT. COATING SYSTEM AS MANUFACTURED BY AN APPROVED 10 INSET MOUNT IIORIZONTAI.SECTIONS&ANCHOR SCHEDULE ,X-,�E •S•• "P COATING APPLICATOR REGISTERED WITH I THE AMERICAN r r„ 5.INSTALLATION OF ROLL DOWN MAY EITHER BE INSIDE OR SHUTTER SYSTEMS ASSOCIATION, 11 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE '3} . N�. 7 7 OUTSIDE OF THE TE BEAM. a 7, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK 12 IDEALLY SPACED MULLIONS SELECTION ^ S 4 OF • * • 6.ALL EXTRUSION MATERIAL 6063-T6 ALUMINUM ALLOY, OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13 EQUALLY SPACED MULLIONS CONNECTION 1.-•..;e O UNLESS OTHERWISE NOTED. T`�.� .'IDP:• 4 Z' 8. INSTALLATION ANCHORS SHAM RE INSTALLED IN 14 END MULLION SELECTION �i � i S G\ 7.DESIGN AND OPERATION OF ROLL UP MECHANISM 15 NOT ACCORDANCE WITH ANCHOR MANUFACTURER'S 15 CORNER MULLION SELECTION .• LS , ,{.F•.�A SSN�• PART OF THIS APPROVAL,MANUFACTURER SPECIFICATIONS INSTALLATION INSTRUCTIONS.AND ANCHORS SIIAIL NOT �!,,,,+..•- 45 SHOULD BE FOLLOWED.CARE SHOULD RE TAKEN WHEN BE USED Ill SUBSTRATES WITH STRENGTHS LESS THAN TIRE :(11n SHUTTER IS IN MORON ENSURING THAT PERSONAL INJURY16 END CORNER MULLION CONNECTIONS r vu,(1;21,11{11,'04+.,..o.+. MINIMUM STRENGTH SPECIFIED BY THE ANCHOR �° OR DAMAGE TO THIS PRODUCT DOES NOT OCCUR. MANUFACTURER. 17 SLAT END RETENTION AND HOOD VENT ASSEMBLY F L2 2 55 8 8.FOR DESIGN PRESSURES SEE SHEET'7.SEE SHEET 12 FOR V. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN 18 VIEIYPORT AND VENT DETAILS DESIGN PRESSURES BASED ON MULLIONS. ARE BASED ON SUBSTRATE MATERIALS WITH THE 19 COMPONENTS&BILL OF MATERIALS FOLLOWING PROPERTIES, DATE.: 06.06.17 9.MOOD ASSEMBLY A IMPACT RATED AND CAN BE PLACED 9.1. WOOD-MINIMUM SPECIFIC GRAVITY OF 055. DWG.M CHK. F N INSIDE FRAME OPENING AS AN EXPOSED FEATURE. 9.R. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.SEE ATSCIIOB SCHEDULES,SHEETS 5.6,8,13 NTS 10.OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR AND 16 FOR ADDITIONAL REQUIREMENTS, SCALE: STRUCTURAL OR FORCED ENTRY RESISTANCE PERFORMANCE. 9.C. MASONRY•STRENGTH CONFORMANCE TO ASTM C-90, FOR USE ON MAXIMUM 20'WIDE UNIT. MIN 2000 PSI, DWG.I: E MS003 11.VENTED OR UNVERTED SLATS QUALIFIED. S.D. STEEL-MINIMUMA36,16"T/110E3`JE55 SHEET; OF 19 9.E, ALUMINUM-MINIMUM 606346 14"THICKNESS, O19italry signed by Hermes F.Norero,Plt. 12.SHUITER MANUFACTURER I AOCL SHALL RF.LOCATED IN A Reason:I am appwv,ng this document READILY VISIBLE LOCATION,PER FEC CHAPTER 17. • Dale;2018.06.19 23:43:35-0400' 1 rPREPARED BY;^ TABLE 1-MAX ALLOWABLE DESIGN PRESSURE DESIGN PRESSURE RATINGS ., , ,,,,., . WI END RETENTION BUILDING DROPS,INC. . TT MAX POSITIVE NEGATIVE )91(o.vA CIA...,auu G 0001 rt"0,4 286.5 . 40" 40 c 05.13..70 264 45 45 I.I9.1174 x790: 240 50 SO r HOOD e 216 55 55 1 (�� 261 75 75 : • w 168 100 100 a 144 125 125 C ' ;&17F., d J 132 135 135 'E �.. m i- - . • TRACKS' 120 150 150` OPTIONAL VIEWPORTS, _ o S a LL • 103 160175 160 0 - - - - SEE SHEET is FOR h W CI•eZ � 96 175 175 2r-0-NU(, v _ _ _ _ DETAILS w CO (, 84 185 185 HEIGHTYL 'v CC CC ~ IR 72 200 200 p •- - - - p NOTES: • 0 iff,- -.. zOPIS 1.DESIGN PRESSURES MUST NOT EXCEED 200 h W PSF FOR END RETENTION SYSTEM. • w, 2.SHUTTER SIZE(TT)MUST NOT EXCEED 286.5". J n MULTIPLE SHUTTER NOTES: •-•- 1. 1,USE TABLE 1 TO VERIFY MAXI MUM ALLOWABLE PRESSURE. ADO REMARKS BY DATE 413•Nle MULLION UPDATES SM 10.20 17 2.115E TABLE 2,3&4 TO SELECT INTERMEDIATE MAX,TRACK TO TRACK 1410TH in<-7E6-51-4- AND END MULLIONS. IIAX.0 W-e0 Y.TOTH IEEYI 3,SELECT PROPER MULUON ANCHORAGE. - owceo whmxe oA P..;.1 TABLE 2:GLASS SEPARATION(05)INCHES ",„`;ht`;a,'w;,;', ;'.o;; LOAD TRACK TO TRACK(INI m•L•.,.U0.:"�'lu Ily�ty i.:•.••••:u•.• (PSF) 72 84 96 108 120 132 144 168 204 216. 240 264 286.5 I TaACZW.wa• f714 I `5\‘5�`4E• �,2ii� 40 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 6.31 8.13 8.13 9.50. 1225 �� frif ,iceINTERIOR % f E ,�45 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6,31 6.50 8.13 8.50 10,50 - ^ U t'�'50 5.13 6.31 6.31 6.31. .631 6.31 6,31 6.31 7.00 8.13 9.25 - - -,�_.,,,,..�;;%L11.- N.,7055 5.13 6.31 6.31 6.31 ,6.31 6.31. 6.31. 6.31 7.75 8.50 - - - _ .Q : S75 5.13_ 6.31 6.31 6.31 6.31 6.31 6.31 6.31 10.25 - - - - -n n IlEXTERIOR SECTION DETAILS ON L A ' OF FOLLOWING SHEETS SHOW CL G: 100 5.13 6.31 6.31 6.31 6.31 6.75 7.50 9.00 - - - - - LARGE GUIDE RAIL,SMALL •n • (\ 125 5.75 6.31 6,50 7,00 7.50 8.25 9.00 - - - - - - SMALL.GUIDE RAIL GUDE RAIL IS ALSO '00 _ ID�-C....10‘ �\lV``� 135 6.00 6.50 7.00 7.50 8.25 8.75 - - - - - - - WITH END RETENTION MOUNTING CONDITION. 'UALIFIED FOR ANY '/,7isn6 C.,'`"vs•%% r,.r�'�fi".el..gsJ 150 6.75 7,25 7,75 8.25_ 9.00 • - - - • - - - o.av rn:A 160 7.00 7.50 8.25 8.75 - - - - - • - . • ' 175 7.75 8.25 8.75 - - - - - - - - - F L2 2 5 5 8 - TRACKwIDTN(TW; 185 8.00' 8.50 - - - - - - 3.205' 200 8.75 - - - - - - - - - - DETAILS SHOWN HERE AND INTERIORDAM 06.06.17 SECTION DETAILS ON NOTES: FOLLOWING SHEETS SHOW DWG BY: CHK.BY: 1. MINIMUM GLASS SEPARATION BASED ON MAXIMUM DEFLECTION♦1". --+-}S'CT[re'Ytit.at[°3t'L OPEN GUIDE RAILS, SM H FN 2. ANALYSIS IS LIMITED BY DEFLECTION UNDER STRUCTURAL LOADS AS WELL AS DEFLECTION DUE TO MISSILE - LEVEL E.LARGE MISSILE IMPACTS" .._'_f--- �I ENCLOSED GUIDE RAILS SCALE: NTS • 3. APPROPRIATE INSTALLATION METHOD SHALL BE USED TO ACHIEVE THE REQUIRE!)SEPARATION IN THE .- I-- EXTERIOR ARE QUALIFIED FOR ANY ABOVE TABLE APPROVED CONDITIONS. DWG 0: EMS003 LARGE GUIDE.RAIL SEEB.O.M.,SHEET 19 FOR SHEET; OF 19 DETAILS, WITH END RETENTION . PREPARED 6Y: TYPICAL SINGLE UNIT ELEVATION BUILD OUT BUILD OUT nMOUNT MOUNT BUILDING DROPS,INC. 1'OODMt J I 1?3t a+mx 21222 ft 2F1134 5!H i 0 , WALL MOUNT ' WALL MOUNT - __ _.� r - - 24 014112S um CLl.li 11111111111111111111111111111111 . ulat. , IY,2,44 UM ,,,,,- 4 , .eo 1 � - — . Tet+Cris i--TRACK TO MACK ITT:—I .9,- m AI I TRACK 10 TRACK Oil to is (i SHUTTER Mill ISM cc R•ru.Z SYUTIFR'IATIH[SAI W of ;TERM% p r.r,.? ~ O G6 , ENING OPCKI'M" O'.m.cr :GM g _ ti 17 i INSET MOUNT r= INSET MOUNT WALL MOUNT a b i� II a_,�! r INSET MOUNT !„ a BR -.=" � - _moi=if�'�7� _ ? ?ate ��{,y CiPA r+'T -� 1 1.+.—CRACK TO TRACKTTI._–.*j ..fiV'!I fla 406 SHIFTIER WON•5M WALL INSET Ti•TW,2 I^--n?ACX.TO TRACY.EM----«-, in MOUNT MOUNT smut-TER MOTH 15v.1TZ –y. itM,TRAC<TD TRACK YIDIti ITT<-:'_451 .. iT+TYt*? jl xltit RRn,t1ED'.nDIH li:') COMBINATION MOUNTED: WALL,INSET,AND BUILD-OUT REMARKS BY DATE REVERSED INSTALLATION MOUNTS CAN DE INSTALLED BY MIXING MULLION UPDATES 5M In.2a IT IS ACCEPTABLE ANY POSSIBLE COMBINATIONS TYPICAL MULTIPLE UNITS ELEVATION ,.,,.,,„,,,,,.,,.,,,..,,,,„a„.„„,AAIAMII OR P.01 . me^r+.i..;.vc."2 P.'rnrry –raon �' �... O 'moi --_ MIIIIIMIMIIIIIMIIIIIIIIIIII BUIvow LD OUT 4X5%3/4 SET BUILDOUT • `��* \.\�• E s'. .7, 1, OR WALL • AXSXS d Fool WALL w �} MOUNTS MULLION DAR SEE MOUNTS * N. 7 7 SHEETS 12&23 'D i 74• TaAcns fOR OFSIGN �"A� A OF n'uxsA%. �r LP . \ �� MOW r IDate: 06.06.17 SHUTTER V.15TH lIA,: SHUTTER 4'/IDIU 1504 DWG.BY:T ONE.III: SI-U11CR MODULE SHUTTER MODULE S'V' '1 r'V SCALE: NTS • w"v DWG.Il EMS003 –•••• MAX TRACK TO TRACK'MOTHI<.AV,SI "'– –... LIM TRACK TO TRACK MI I LOT<=AMA, SHEET: OF 19 EILKITPLE SHUTTER MODULES 3 • L......M.....MIB. • • PREPARED BY: TYPICAL VERTICAL SECTIONS SEE ANCHOR CHART FOR• SEE ANCHOR CHART FOR BUILDING DROPS,INC. MINIMUM EMBEDMENT MINIMUM EMBEDMENT s^eco,DANA •N.e,vo.at}e. ^— KM.ft D.ir EXTERIOR FINISH EXTERIOR FINISH ori11,1114,e4,4 BY OTHERS BY OTHERS e.tasgrue ne d CONCRETE/MASONRY BY 1\\ d CONCRETE/MASONRY BY OTHERS w.a-..,wim1,.e.ow<°-• OTHERS _ e a • 60MM,7OMM,OR 94MM DIAMETER _ a 3 N 'I REEL TUBE PER MANUFACTURER b m -- SPECIFICATION • 4. o a.a 4 I �O/ 1 / • SEE ANCHOR CHART : °a¢ 3 e _/ °. •FOR MINIMUM '' w �9J.� O.C.SPACING �- {;��:i I' e INTERIOR I! a cc Z,t• imc %. \ Ir I W 4 `� II ` _ E .i - �——— t a d �-S"---"Z—ci 1 ° d INTERIOR • Ov . co • EXTERIOR• ° SEE ANCHOR SEE ANCHOR CHART 1014 • EXTERIOR ° FOR MINIMUM CHART FOR TYPE O.C.SPACING .. SEE ANCHOR CHART J AND SPACING FOR TYPE AND SPACING . 111111: a , I a t a 014 X 3/4"SDS G:=,.. .....a REMARKS 6Y DATE SEE ANCHOR CHART,SHEET 5 TYPICALMULLION UPDATES SM ut)o.v SEE ANCHOR• FORCHART,SHEET 5 I. FOR MINIMUM FOR MINIMUM EDGE DISTANCE EDGE DISTANCE a CD VERTICAL SECTION •Op VERTICAL SECTION V �,,H"""""'""°"""""' MASONRY/CONCRETE SUBSTRATE-WALL MOUNT 4 MASONRY/CONCRETE SUBSTRATE-BUILDOUT .111M1 Mt r;pLty;;.��;° SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES• \\\t i/1' SEE ANCHOR CHART,SHEET 5' �`` . '." • '�� CONCRETE/MASONRY BY OTHERS �� 'r �� _r FOR MINIMUM .. �‘,.. E •p S EDGE DISTANCE N 0 f EXTERIOR r.4 a a, I, EXTERIOR rl° v 4 I ��• • N. �� IIII INTERIOR / INTERIOR SEE ANCHOR CHART,SHEET 5 :13 S A OF • �I ` FOR MINIMUM SA IA EDGE DISTANCE ?�-ct •'• DP '• 4C,.Z. a SEE ANCHOR CHART I_ v -, ttSt� ,. ...n,G\ \�•� r� v FOR PE AND SPACING I SEE ANCHOR • CHART FOR TYPE ,,fp 9 •.L� �\\\ ALTERNATE CONCRETE/MASONRY ALTERNATE -- AND SPACING In; •1a143. 1"X2"Xi"ANGLE BY OTHERS 1/S"TRK;ANGLE ' - SEE ANCHOR CHART FOR MAX.18"O.C. I_ SEE ANCHOR CHART FOR F L2 2 S S Q U EXTERIOR FINISH MINIMUM EMBEDMENT EXTERIOR FINISH MINIMUM EMBEDMENT BY OTHERS BY OTHERS DATE: 06.06.17 AA VERTICAL SECTION• C VERTICAL SECTION DWG.BY: CHK.BY: SM HFN 4 MASONRY/CONCRETE SUBSTRATE-WALL MOUNT 4 MASONRY/CONCRETE SUBSTRATE-BUILDOUT SCALE: NTS SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES DWG.R: EMS003 NOTES: SHEET: OF 19 1.SLATS NOT SHOWN FOR CLARITY ' - --- .2. .REVERSED INSTALLATION IS ACCEPTABLE ` J TABLE 3.51101101159471510 ^ANCHOR TYPE R SPACING 0537330131YPC 8 SPA • 90096860 00 WAIL244. . 71 08 4,100 \M1D; iOt � \�R I PD Y. Vi Vs is A IB (51016I9 A I 13 D E1F ]0_' 00 109 0.0 1 333 x 6 5 5 5__5 ± 5 1 5 _s } s ff 5 TYPICAL HORIZONTAL SECTIONS is i no I 121 00-1 442 5 5 5 5 5 5 ' 5 5 5 5 i 5 BUILDING DROPS,INC. • 50 I 0.0_-136 00 I 49.1 5 5 5 5 5 5 -5 5 5 ; 5 5 WALL MOUNT )i1'PAN.e"'f1 elm.$11 414 55 i 310 . 150 0.0 _54.0 5 5 5 5 5 _5 5 5 5 5 5 5 4+.a ou a,,Insm+ • ^1'345 ',411 222i EA I 110 164 _ 0.0 539 5 5 5 5 55 _5 y5 5 5 5 5 I u1rM1«1f. GS 0.0 1_7.7 00 E3.9 5 5 5 5 5 _5 5 5 5 5 5 5 70 1 00 11 00 (30 5 5 5 51 5 5 S 515 _ 5 75 0.0_I los 0.0 71 7 5 5 1 5 5 1 5 5 5 3 1 5 1 5 1 5 5 SEE ANCHOR CHART 111 SEE ANCHOR CHART FOR PO 00 I 21.3 00 73.6 5 5 1 5 5 5 5 5 5 1' 5 1 5 5 FOR TYPE AND SPACING I MINIMUM EDGE DISTANCE - O SS 00 732 00 E35 5 5 5 5 5 5 5 5 5 5 1 5 ( 5 g�^v 90 00 24,6 1 00 634 5 5 5 5 1 5 1 5 5 5 1 5 5 1 5 1 5 ptN 55 I 138.3 25.9 1 138.3 1 311 7 5 11 1 •l 3 3 1 3 3 ( - I • I - 1 - ''• W } 107 1333 773 1 138.3 1 312.2 5 4 1 4 3 3 3 3 - I . 1 - 1 - I • SEE ANCHOR CHART G_ "" -_ 105 1 1383 1. 236 138.3 1 331.7 5 r0. 4 3 3 3 3 - •___1 - I . FOR MINIMUM J E ,...a .-1- z 110 138.3 .300 138.3 ' 3332 5 14 4 3 13 7_ 3_ • - - • rI - EMBEDMENT ,"',1 115 135.3 31.4_ 138,3 1 3038 5 a 1 a 3 I 3 3_ 3 - - . - I- 1 1.d hiid 72 120 I 138 3 32.7 138.3 1 334 3 5 4 1 .1 3 1 3 3 3 1 Hd 125 1 1333 341 1333 1{_3348 5 1 4 I a 3 I_3 3_ 3_ - - -_1- I • _ INTERIOR 4 2 cc 0 130 7383 355 1301 3753 5 4 4 3 1 3 3 3 i- • - - I rnis C ' ' ' ' W 135 1393 I 360 1383 1 315.9 S 4 1 4 3 1 3 3 3 I - I� zi C EXTERIOR FINISH 1 0 COO IAD 1313 3132 t 138.3 1 3364 5 4 4 1 3 3 3 3 1 I -1 BY OTHERS EXTERIOR y4 2 145 138.3 I 396 I 138.3 1 3369 5 4 4 3 3 3 3 I - I_ - I - - 150 13.3.3 I 403 I 138.3 I 3374 S 4 4 1 3 3 3 . I - - 1 . - 3/1 ACK 155 138.3 I 423 1383 I 31880 5 4 4 3 3 3 3 1 - I - - 33/4.,____ TOTR CK TO TRACK 13 160 1 138.3 1 43.7 133.3 333 5 5 4 4 5 3 1 3 3 • - IInt - _165 1333 1_45.0 1383 339.0 5 4 _'3_3 3 3 _ - - I - - (FW)FINISHED WIDTH F- 370 ' 138-3 I 46.4 130 3 _3195__5 4 4 3 1 3 3 3 1 p !�� !� 11� REMARKS RY DA TF 175 1383 m.) 138.3 3=01 5 l s 3 3 3 3 E HORIZONTAL SECTION MULLION UPDATES SM 101011 780 1 138.3 491 ' 1383 3406 5 3 4 3 { 3 1 3 3 - - 1 . 1 . 1 - 165 ' 1383 : 50,5 I 138.3 3111 5 3 4 3 I 3 1 3 3 1 ..1 1 - , - 1 �\ � / MOUNT TYPE I I 190 I 133.3 I 51.3 I 130.3 1-341.6 5 1 3 4 3 1 3 3 3 . 1 - 1 • I - 1 • 195 13113 53.2 I 138.3 1 3472 5 If 3 I{{I 3 1 3 3 • 1 . 1 - 1 . 1 -' WALL MOUNT 700 13831 545 133.3 i 3:27 5 13 1 4 13 1 3 3 3 - 1 - 1 • 1 • 1 - . -WITH END RETENTION , I40 1 0.0 12.6 0.0 I 453 5 . 5 1 5 1 5 1 5 5 5 5 I I 5 1 5 s 45 0.0 14.2 00 51.0 5 5 1 5 1 5 5 5 S j 5 5 1 5 •.,..::uaims.,rc«..:..•...G.c.DO, 1 50 0.0 157 00 I Sob 5 6 1 5 1 5 1 5 . 550 5 1 5 5 1 5 s'1•`•'" " ss I 0.0 17.3 00 - 573 5 5 1 5 5 5 S s 5 5 5 5_ s ``��L}�Tl�t�(.i��ti•:��'1,••:P �,•� e F 2,/,i Eo 1 00 las 00 679 s 515 S i s 5 5 1 5 s 5 ; i s II Vs(Lbfin) ��� ,.••' " ��� 65 0.0 104 ! 00 73.6 5 5 [ 5 1 5 . 5 5 1 5 5 515 5 70 00 ; 240 1 00 733 5 1 5 1 5 5 1 5 5 s 5 1 5 __s 1 5 5 - ° 1,E S • 11'1, 75 I 0,0 _23.6 0.0 Tag S 5 5 5 1 5 5 5 t 5 5 1 5 5 .x&:- Vx(Lb/In) 1 =.. '• No. 7.7 o to I 0.0 `5.2 0.0 I 93 6 5 5 1 5 1 5 1 5 5 5 ' 5 / 5 5 1 5 5 ( / 1 - -D A * 85 I 00 26.7 0.0 1 551 5 5 1 5 5 1 5 5 5 1 5 1 5 5 1 5 5 TS Lb Int $ 9u 00 :113 0.0 1019 s s Is s 5 s s s s I s s ( / 1 ff Vy(Lhfin) OF 95 1 1702 29.9 170.2 1 4074 5 51 3 3 - . -1 - 1 • -1I i'n IDP`.' CC,� 103 1 170.7 1 37,4 I 170.7 4030 5 3 1 3 I 3 - • - - 1 • - ' - - CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE ����SS,,,,.,..,, `�� 105 i 1702 33.0 1 170 2 4700 5 3 1 3 3 - 1 I - 1 - NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY 'iidn P. .13^•.746%," • ea ' 110 I 170.2 34.6 1 170.2 4..2 3 13 3 - - - I - . I I . SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS - 4Y,Aio-%}infi3i"' 1 115 I 170.2 362 . 170.2 4035 1 3 3 . I . . I . I . . I - i - IMPOSED ON STRUCTURE BY ANCHORS. 1201702 37.7 17.7 4104 5 3 3 3 I - - - - -- 1 • 3FL22558 1255 170.2 30.3 170.2 ©411.0 5 3 • - 1 - - 1 - - - I - - ANCHOR SCHEDULE: 130 170.2 _40_9 170 2 411.6 5 in • - �_ -__^'-•1- 135 170.2 42.5 170.2 412.2 5 3 • .-.1I' - . ANCHOR DESCRIPTION I MATERIAL EDGE DISTANCE I EMBEDMENT DATE: 06.06.17 140 170.2 I 440 170.2 412.9 s 3 On - 1 i A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 3 1/2" DWG.BY: CHK.RY: 145 170.2 I 45.6_ 170.2 •Sus 5 3 00 . - - 1 • .- B 5/16"ITW TAPCON MIN.3513 PSI CONCRETE 3 1/8" 2" SM H F N 150 1 170.1 I 477 170.2 414.1 5 3 .1 - - ' 1 - ' I - C 3/8"POWERSWEGDEBOLT GROUT FILLED C-90 BLOCK 33/4" 31/2" SCALE: NTS 155 1 1702 j 48.7 170.7 •04 7 5 3 3 - 1 - I 160 1 170.2 I 50.3 170.2 4153_ 5_ 3 1 3 1 __ D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK 4" 21/4" DWG.n: EMS003 155 170.2 51.9 170.2 4159 5 3 3 1 1 _^ 1 11 3114 ELCO DRIL-FLEX SELF MIN 1/4"6063-76 ALUM. 1/2" 3 threads 170 170.2 I 53.5 _1702 1 4165 5 3 3 . 1 •• 1• • _ • - ( - _..=_ E SHEET: OF 19 105 1 170.2 1 55.0 _170.2 417.1 5 _3I3 _ I i_- _ _1 - I_- DRILLINGSCREW8.363/16"STEEL 3/8" penetration 180 I 170.2 I 36,6 1707 4177 _5 _3 71-31_ _1_ - �1 - • F 5/16"ELCO UHracon MIN.SG=0.55 WOOD 19/16" 2" 135 , 170.2 1 58.2 170.2 413.3 5 1 3---1-3 ,t 3 1 - - - - I - • - S' • CPREPARE()BY: • n TYPICAL HOnRIZONTAL SECTIONS TABLE 3-ANCHOR SPACING ANCHOR TYPE&SPACING ANCHOR TfPE 8 B SPACING UILD OUT • WAIL-MOUNT 1 2.1.314,143 On 4s4 Bo.motrJt! BUILDING DROPS,INC. TT f PD V+ 1 Vr V3 1 Ts A 13 C 1 n E 1 F A 10 C DIE 1 F 1131 01•nASW.IL,.,ln 111 40 170 1 14.2 0.0 1511 5 5 15 15 5 5 5 5 5 515 5 SEE ANCHOR CHART SEE ANCHOR CHART FOR ..xu.ill ACK;111,1,. 45 an 16.0 00 57.7 5 5 5 5 5 5 5 5 5 5 5 5 FOR TYPE AND SPACING\ ' MINIMUM EDGE DISTANCE ,,,;1,‘13111.7A.11 50 110 17.8 0.0 64.1 5 5 5 5 5 5 5 5 5 5 °aE"^•Yi pin1d1r"'O4"'"" 55 0.0 19.6 0.0 7U.5 5 5 5 5 5 5- 5 5 5 5 5 5 Io 60 0.0 21.4 o.0 76.9 5 5 5 S 5 5 5 5 5 5 5 5 SEE ANCHOR CHART ., FOR MINIMUM --EQ EQ- NOTE: z m a," 65 0.0 23.1 0.0 83.4 s 5 5 5 5 5 s 5 5 s EMBEDMENT ? BUILD OUT OR BUILD IN r$ 70 0.0 1 24.9 00 89.8 5 5 sr-75 5 5 I s 5 5 5 s 5 INSTALLATION IS :..E::;i14 75 0,0 I 261 0,0 96.2 5 5 5 5 5 5 S 15 5 5 S' S ACCEPTABLE- . 00 1 M.5 0.0 - 102,6 5 1 5 5 5 5 5 5 1 5 5 5515 I® ce 0 95 0.0 1 30.3 00 109.0 515 5 5 5 5 5 1 5 5 5_I 5 I 5 EXTERIOR 0B90 _ 0.n 1 37.1 00 115.4_ 5 - 5 5 5 5 5 5 5 5 1 5 1 5 FINISH 1/4"-2X4 OR 3X0 OR 303 OR 4X4aa U Vr r2 95 101.5 33.B 201.5___481.8 5 . 3 - - - - - M-- 6063-T6 H co Q 3 1-_ BY OTHERS T N MO 101.5 35.6 SOLS 482.5 5 3 - 1 - - - 105 201.5 77.4 _101.5 4613.1 5 I _ -� a --O 110 201.5 39.2 201.5 483.8 5 _ MX r-.. :: W 0 U 115 201.5 41.0 201.5 494.5 5 ANCHOR TYPE E aC'.. 5� uo 01.5 42.7 01.5 435.2 5 _ 6"MAX.O.C. a `t 125 tot 5 •14.5 201.5 496,6 5 _ EXTERIOR 3 130 201.5 I 46,13 701.5 436,6 s i �_ 3/4" 135 201.5 48.1 201.5 497.3 5 I ____ 140 201.5 , 49.9 201.5 4979 5 i I� L 31/4"--(TT)TRACK TO TRACK- 145 201.5 1 51.6 201.5 488.6 5 I I (FW)FINISHED WIDTH r 150 201.5 {II 53.4 201.5 459.3 5 1 1 I I I 160 203.5 I 57.0' 01.5 493,55/ MI5 0 5 - 1 - 1 - - - - I • - 1 ; - - REMARKS BY DATE 1 165 201_5 I 5 2015 491.4 II • - . _ - I - • 1 - _ " - - O HORIZONTAL SECTION MULLION UPDATES SM 20.27 fi`170 201.5 f 60.5 201.5 442.0 - 1 - f - • ! - 6 MOUNT TYPE 2 175 201.5 I 613 201.5 492.7 5 I I 1 I I BUILD-OUT MOUNT 40 I 00 I 15.3 00 . 57.3 5 5 5 ' 5 5 5 5 1 5 5 5 l 5 I 5 • •WITH END RETENTION 45 00 17.9 0.0 61.9 5 5 5 5 5 5 s I 5 s 5 I s 1 5 _ ,1 to; 50 0.0 19.9 0.0 71.6 5 5 5 5 5 5 5 I 5 5 5 5 5 „^:n'° ar'r •���w 1 w0+u � 40C1+0 II anou 0.r.n Si 00 71-9 00 788 S 5 5 5 5 5 5 ` 5 S S 5 5 +•1x` ;+rr111,1.rcrlelmmarnn.v; 1 o .w.. b" C' oGo : gN'BP' vi+ oY°,i $ c"i,oN.entsy, oYWib" v' oGoEAB8888 ,-,4-8 88tS48088 o �+ po po �.+ N1 > wmi 6 6 N N o o N :6 6 f.. b g a o o c o 0 0 6 O W U U �" f6 :6 :6 2E.P P P P P P P o P P ^ C o G o w w w P o 0 0 0 0 0 o O r > _ _ _ 2 TH!:IT o . � N = tip e :1! - w _ r . � � w � � � • :.: ml�y o . m m g .�. 90.. U ti .. ti - _ P o 0 o P'U U o - o - o _ - o o n c o 0 o c a c bb - o c c c b W w w ! ! ! I! ! ! Nmv. nrn .. .. y0InmvvmmaNmmto :. i.. :. v,w •WIN a a a • A a alala a A W W >110 00011111!! a110 11 W1®11 :000 1011 III°0111100011111111111E F 01111111. 11011111" 1 1 111- - _ 9 W W N a N W N N W ,' N,N W W,N Z 11111 N W W : 11: N,N • . W I W ,,, ..„ .1., W W W N W W : › N W l W .. i S A• • . • ' • • W W N N N N W N W l N W N N W W N N W N n OA W W N N N • . 4+ N x '^ N N V: N W W N W N W W N O .. O'er . . I. . . W W W N W W W W W . . • . I. . • W W W W W W W N W W m K n Oz cm W W W Nk N W to N . [ N N N T N T s R 8 n 1 o8" �+ oLI: Ba8ZAd 8 8.N., 808 § 888Si,-; el888808gu. o5,, g888' 88 .P.. B B 8 o " _ a P .. w w w w11 iiiiii!" "iliggi _ _ P N 551" i. a sww _ _ >.WW YY� L•� o .. t7 2 C, C, WIn tD .+ a mrL l — — E g P P �,` N w - - - - 0 8 Wo o 8 8 8 o P P o 0 0 0 o a w p o o o o . inW N c •o 0 0 •o P c o ..' ,W.,N G V g 0 arv. "' t7.!A a ' o ''A 2 N , �Iv a a o ow W N W . ,,, ,,, ,14-, ,, ,,, 77 ---k _HIW W > WWWWWWA .+ NNWWINNW0 y O • A W W N W W A A W JUii:IiIbjiiii en f. 11WW4111100111 1111W1Wmof W W W W W W IN N W N N W W N I N N W - N N W W T ... .m., n ai n ``\\\\{{111111///�.'i c: '� c 3 TITLE: m Ln .. T - ``.• �pT3d* . E a 55 MMER ROLL SHUTTERS E@ O r ES �� • 1:.!-`i':'�y5; z WALL MOUNT&BUILD OUT `c m (T N k R` E 2< 'x' v ci ANCHOR SPACING "'' o f 'z oto x 9, vi s_ ,+9-gi O - m. ^`2!:, ' :Tm��/a O =m V Ln i `4 O ~ " 6764 WESIFOADS DRAT �`' O 0 UJ < , c�... •• �•o ` •:ji - °Z ouA$$AEi A'FSPm;1-89FAC2.72tu 60I Y -n W I ,...;• s a 9 z r FAX:561-8710957 i Z PREPARED DY; TYPICAL HORIZONTAL SECTIONS 1 " I • INSET MOUNT BUILDING DROPS,INC, 1381 GY48U(ReN",)IF Ili l U•"U IIIKII II.I Ytt--1 I ...{75.1/9.408 1403 SEE ANCHOR CHART o m 3 6;a6. FOR MINIMUM EMBEDMENT g m i _ _ 6063-T6 ALUMINUM TUBE OR ANGLE ��'w _ 1/4-2X3 OR 3X3 OR 2X4 OR 2)(5 OR 4X4 b 2 �u 'w _. _ O a dad SEE ANCHOR CI TART ——, =0 FOR TYPE AND SPACING _ EQ 'I I I ANCHOR TYPE E O. Z�, �:1 L I I 6 MAX.OC a' 0 EQ' ®LII '. SEE ANCHOR CHART FOR MINIMUM" INTERIOR in EDGE DISTANCE ! hil In. 2 GO EXTERIOR •• . . 3/4" — t . - - 3�4 (TT)TRACK ~ TO TRACK REMARKS BY DATE EXTERIOR FINISH 1/2"MAX- — MULLION UPDATES SM 111.2D 17 (FW)FINISHED WIDTH BY OTHERS CH HORIZONTAL SECTION •• 8 MOUNTTYPE3 fr.cw...ol..�"i-1.Irrl.:.�.,,",u..Gw,.».�., • INSET MOUNT n<m,...0.01(04.=.. ww�,cn�,"nc c.on.` • •WITH END RETENTION , t ",,". `""Z VTi)''irt " n=,o S 7 /' I* 7 'U A OF IQ' __ II I is(Lb/in) SEE SHEETS 9,10&11 FOR ANCHOR SPACING TABLES '"I[""'•°'�'"'•°W""" L I.IANCHOR SCHEDULE: F L2 2 5 5 S ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT DATE: 06.06.17 Vs(1.13/in) W� A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE. 3 3/4" 31/2" DWG,BY: CHK.BY: 11111 Vx(Lb/In) B 5/16"ITW TAPCON MIN,.3S13 PSI CONCRETE 31/6' 2" SM H FN • C .3/8"POWERS WEGDE BOLT GROUT FILLED C-90 BLOCK 3 3/4" 31/Z" SCALE: NTS Vy(Lb/in) • D 5/16"ITW TAPCON _ GROUT FILLED C-90 BLOCK 4" Z 1/4" DWG.a: EM5003 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE 914 ELCO DRIL-FLEX SELF MIN 1/4"6063-T6 ALUM. 1/2' 3 threads SHEET:- OF 19 NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY E • SLAT ON TRACK.LOADSTs AND Vs ARE LOADS DRILLING SCREW A36 3/16"STEEL 3/8" penetration " ^ IMPOSED ON STRUCTURE BY ANCHORS. MIN:SG=0.55 WOOD IIIJJJ F 5/16"ELCO Ultracon • 19/16' 2" X N\ NBN8j8 8888 88oG8i28 ,.'8,a,.I? IcG€NS'7,6 'd;°67' .. 8818818888,8OIe ,.R8188 81,7, 852^ovl88 o'o o 0 0-•0-- 0 8 0 8 0 8 8 ! 1._ L. ofo"0 0 0 0 0 0 0 ! 8iilf !�Y �s� #� � 0 0 .ojo 0 > QQP0E ' P00. QV9P v?`v_ v oo I I EEo*6 '''Y' a'6,aFI�'FP''' din"6� '6101 ,0 0 . 'SWI - t�5 �- _vh. v'_ IA'I_ n � G� x :�r. � It ,ILwev v.1-6m u,W 6 I ra F2 28r.`"j�6 . `- i:ti$,i�kY'W� 'm' win," 888: c 8It.t.8V,8o :5w8oal,v� C -;C,(;lu n • wF2?828 882 , = _zi121 828' :•.:'.-4. 22:887-£ .:C2v U W . ,�� G{. = 46,8888',..1- . u 6 6 N 6 6 w.�.. �Ie� r§I� p.i.i • � c b n p , •'.:rc lri;.:, � is�"C W t+=g'�i 'j.,,,�n 1; .`• 1 • 1- e e W e ti 8 8 8.5 218 8.8 81t8�8,.I�0}0{9 II 2 S a&2 _ ali 8 G 818 818 9 8 ti .. '5 218 8 8 OI�'8,812 8€ 8182 ,812 '•`" W u W '•1•-••-l'-'-'''-1-v1-l". v '•I`rd+ '''''1' W;W�1•'11:.;';'1'1'1' '-1� :.;y;.. ' .. :.;'IH-;- "ki_,;-1-1'^II' 0��•1 ;. - , •1. . .-.-_.-.217.1-_:_.-:1-_-—--jw ...1_1_._ 1. • 0-•I.•1. . .;-,--1----1- ± A a . �i. . 0. .�,I. •I-l• •I IMI-i-- —I—- .1. • • • l• I. • 0IIIIII 1 1 1 I,r -1N--�.—I-I-- Ci I• 11® I.j. -h©-I�-I�0L NUMMI ' - - , .I. - �I -1:-.-I-s _ -'4g- Immo o ®n id. .1.I, . . .H. . r Mhhh;.1 mm00.;_,. - . . 0 -m© 0i _.I. v �. . .; ,_• Li.,. , —-Ii-; ism __ __ I•i•i• ®oo � - -,----j-,- w= . I. , .1•1.I. • •I--1. 1.x.1. ��,js-I-I-- . . . . . }.1.;.I-I I •I. I• l• •I I.I-I-:1-1s",H._.-;- _ W_tw_W;W_IW__ L�Iy;�.����;�;N�� . ` _ _ _�i�{� 77 1111111I. . . : ;-• . . N---v�pm- - 1 . • . . , _Li--�,(�:N 'I '•Hy:9 . . IO I•I'1.I. . . .1.1. O-N N1 ''"" m" . . . ..•__I__, _ •I•• ' •I 1�1NI"-IN--"j" �_- -1 . , . . -f. .1'1' '-.I'I' • `"`";� L"'�""`"N - -• -I-i• ' . . I. .I- - • -I' '1 , • I 1'1'1'1'-1H-1"1- 1 LO D-; O 2O —, sosa �� = V 0go clir =JR — ui No ogia: -.7._= ..-1_1--.........„Th -I r) P o�< II ��o Z \ ` unS c,7gg T. _ 2''g -1 " ^> p= a3 D LL�1 0Opo oa'_ ' ` r X O L.5 a2 E =T V/ _ °Y C N— A�o -"'"' m - V) O . M - o - r c6�= Q o r-' —•1 2 'ova O u o1:. r' Z = —i z ,yE.E. =t D r o a ii g * m \\\\\\111111pJ�J,' _s•>. m TITLE: m in. ,. 71 s ` ��,-x- 'ii.,, c s D > 55 MMER ROLL SHUTTERS m O r "=i' ••• - - Z INSET 5. m a g LO m z Qt N Y Lti g (q 2-•. ,, w _ - 9 ANCHOR SPACING o W K —1,_O _ - O D ' - -•- ,r.-•%:EY8 in to n Ol , i _ ro" ' .. v III:• r - g=!.._'_ o o O I V V, ;Y•; • O\v co • iF 46561 TpOaSDRRT Ei0L-/� tof Si Pal h7 BIG v. . Z p0 .S •"�'j �v,\\.,:'•Y_ z ➢ AssA, PM 1 61-432 1.61 3 t n lJV ' �. .... ' % �2 ;, Q FAX.Sc1 E•:]t1A5. 2 . . r . PREPARED DY; n . TYPICAL HORIZONTAL BUILDING DROPS,INC. ANCHOR TYPE&SPACING ANCHOR TYPE&SPACING ANCHOR TYPE&SPACING SECTIONS 1911t 3a.a11x.BeiwA ,slf . O..J[K..i,'IC. TABLE 4-ANCHOR SPACING 233 OR 303 INSET-MOUNT 3 2X4 INSET•MOUNT 3 2X5 INSET-MOUNT 3 '1,1'''13.4847° IT PD Vx 1/./' 1 Vs To A B I C D E F A B 1 C D E F ABCDE F INSET MOUNT lAr 1.5$4j7.1411/1.0 wen 6..W.01.ww,' • 80 0 14.25 14.25 36.30 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 • $ 45 0 16.03 16.03 40.84 5 S I S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .x^g N 50 0. 17.81 17.81 45.37 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 x.i $ __ 55 0 19.59 I 19.59_ 49.91 5 5 I 5 5 5 5 5. 5 5 5 5 5 5' 5 5 5. 5 5 H v ' m+1S - - -- 60 0 2L37 21.37 54.45 5 5 5 5 5 5 5 5 5 5 -5 5. 5 • 5 5 5 5 5' w' a ' "' -- - 65 0 23.15 23.15 58.98 5 5 5 5 5 5 5 5 5 5 5 5 5. 5 5 5 5' 5 ''' 0`77 i. 6063-T6 AI UMIN11%.TURP ORANOf ] •C N 70 0 24.93 24.93- 63.52' 5 5 5 5 5 5 5 5 . 5 5 5 5 5 5 5 5 5 5 • 3/.2%7 ORl%3OR?MOP 2X8OR4%4 S- 75 0 26.71 26.71 68.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5' xn 2 80 0 I6.49 2649 72.60 5 5 S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I ,� O� '- cc ffa 85 0 30.27 30.27' 77.13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ea 1 W '- 41111 90 0 32.05' 32.05 81.675 5 5 5 5 5 5 5 5 5 5 5 5 5' 5 5' 5 1 5 - - 1I; I1 li 95 201.4766 33.83 33.83 587.87 3 3 3 to I IIcdpa 100 201.4766 35.61 35.61 592.40 3 3 • - 3 I �LI- INTERIOR H H 105 201.4766 37.40 37.40 596.94 3 3 3yill (�+_R"' Z • - • 96 110 201.4766 39.18 39.18 601.48 3 3 3' - . • Ws �;; 115 201.4766 40.96 40.96 606.01 3 - - _ - - 3 3' EXTERIOR 120 201.4766 42.74 4274 610.55 3 3 3 3/4 ~ _ 125 20L4766 .44.52' 44.52 615.09 3 3 3 .•I We- (111 TRACY REMARKS BY DATE 130 201.4766 46.30 46.30 619.63 3 3 - - - 3. 1011144Ire.10AL- MULLION UPDATES SM 3azn,n 135 201.4766 48.08' 48.08 621.16 3 ( 3 (PM FINISHED WIDTH 140 201.4766 49,86 49.86 628.70 • - I - • • I - 3 i 3 • 145 201.4766 51.64 51.61 633.24 i 3 - - - 3 I 1�9I(T' HORIZONTAL SECTION 150 201.4766 53.42 53.42 637.78 3 3. - - - - I - MOUNT TYPE t;.1,w,.,,,,,,.,,,i..,1,.,...;.•, INSET MOUNT W Al.nmcum 1R,,,I 0....1 155 201.4766 55.20 55.20 642.31 - 1 - - • I - 3 3 I •WITH ENO Rn[NnoB Ah1.04','„r"K ; .:: 160 201.4766 56.98 56.98' 676.85 1 3 3 p471''."-`u1YY$►Yiu..y4''°3.n..� 165 201.4766 59.76 58.76 651.39 1 3 3 ``5., r E d% 170 201.4766 60.54 60.54 655.92 I 3 3 ``. • ...••• °a i' 175 201.4766 62.33 62.33 660.46 I 3 -T ` : �,\ ' 0. �E p4. 40 0 15.91 15.91 40.55 5 5 1 5 s 5 5 5 5 5 5 5 5 5 5 5 -5 5 5 I. II T1juonl ? ' N..7 0 -45 0 17.90' I 17.90 45,61 5 5 5 5 '5 5" 5 5 5 5 5 5 5 5 '5. _ 5 5 5' E. ' 50 0 19.89 19.89' 50.68' 5' 5 I 5 5 5 1'5 5 5 5 5 5 '5 5 5 5 5 5 5• - 5 /{ OF' *E. • 55' 0 21.88 2L88 55.75' 5 5 1 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 �,l'/' ^ O ` ' vs IEo/inl -, i'P yr • IC \.' 60 0 23.87 23.97 60.82 5 5 11 5 5 S 5 5. 5 5 5 5 5 5 5 S 5 5 5' �"-` VII llb(Inl i °. ` �� 65 0 25.86 25.86 65.89' 5 5 1 5 5 5 1 5 5 5 5. 5 5 5 5 5 5 5 5 5 i�.s' fP .4 ,NNS �� 70 0 27.85. 27,85. 70.95' 5 5 1 5 5 5 1.5' 5 5 5 5 5 5 5 5 5 1 5 .5 5. W Im/IRI 2'4'. vJ r.U1.• CONTRACTOR TO VERIFY ADEQUACY OF STTAJCIURE '''''111.1141ir 108 75 0 29.84 29.84 76.02 5 5 1 5 5 5 I 5 5 5 5 5 5 5 5 5 5 5_ 5 ,5 NOTE:LOADS Vy AND V.ARE LOADS IMPOSED BY •"""• °"1•" 80 0 31.83 31.83 81.09 5 5 I 5. 5 5 1 5 5 5 5 5 5 5 5 5 5 5 . 5 5 SLAT ON TRACK.LOADS Ts AND VT ME LOADS IMPOSED STRUCTURE BY ANCHORS. ^/^J R 85 0 33.81 33.81 86.16 5 5 1 5 5 5 1 5 5 5 •5 5 5 5 5 5 { 5 5 5 5 I F L2 2 S S S 90 0 ! 35.80 35.00 91.23 5 5 I 5 - 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 95 231.1754 37.79 37.79 671.90 1 I _ DATL 06.06.17 100 231.1754 39.78' 39.78 676.973 DWG.M CHIC.BY: 105 231.1754 41.77 41.77 682.03 _I 3 �� N 110 231.1754 43.76 43.76' 687.10' I 3 SCALE: NTS DWG:ti": EMS003 . SHEET: OF 19 L 10 I a 80080 8 o 8 o' 8 8 8t"'i' 8888818„ 8 8, o' u", 08, 888 81a 88 ot88t8' o 8o N 88 `0888888 o N io. W � 8 Op O O L.p�, ip O , J O n O O O O o O O O O O O O O O O O O O O O O o O O O O O O O O O O o y '-. 8 8 8 8 .- 8 N m P cn Y Z N a ki V '8 L t 8 w O L :2 w a w w ;O b T w v w •W po w 0 '64 W w w m i I_--— W O M T y r V`�~ _ A omm wNoT.88T8N8ti888' 88it. .. mN ."'• 8888 _ w ... 8E8illtim8 .8 8 8,5, 8m .f88288 ' o t 8 t 8 ' 8 w 8 88 8' 8 wo ` w m 8 w o '8 8 88 8 ' V. w 8 8 88 8 m V t. 8 .i N O 00m W N 8 $ m 8. L m J V Vc O 8 O 8 W r '8 8 '4 O ,w 8 N L W N .8 8 8 8 V L, p8 N 8 T 8 c, V V V V W m . — mni $ ?; c,I , `oe ` ;,-, :+ ogKFr, 2wel•°iinr. S' x `.° NE3w (1 - 2 ''.' 22il: tc, woi . m moo � thN .n `2' if, ic - • NINNNIan � NNart WWw � � NNNNNNNNNNNNNNNN .nNNNi•nNINNININNNNI^_NNNT> � > w N N J-- N N N n N N v, N I, N N N N �, N N N N N N 11, N I Han N N N N N 1, N N N o O n L N W . . N N N N N N an N N N N N N N N N N N N N N N IIN N N N NI1n N N anIN N N N N O 0 W . WA • NN . . • • • 1NNNNININNNNN N N N N IN N N N N N N N N N N N N N N N I N N N NN , � w . IW'• t, t. , • INN • • • , I• • NN LA ananINLANNNNNNINNNNNNNNNINNNNNNNNINN r N N N anN N N N to N W W + L anIan N N to N NIan an N N N N N N anIN^N N N N N N anIN N NIN N to N N anIN anIan > In N N N N N N N an , N N N N N N N Z • N N N N N N N =I —•— N N N l N N N N I V N N a y n L 2 – D It. . N N • I• • I• 1, N N N N N N N N N N N N N N N N N II,IN N N N N N N V, N 1, N N N IN n m U) UJ .L. . • NN • 1• • I• • . NNNNN NNNaUNNNI NN NNNIaaaLNNatLatnINNINos � � o W • w • u! LA wINNNNNNNLN1NNNNN1NINL. UNNNaUNNLnILANNLANNINNILi , w • W • 4, LA • INN I w1 N N N N I N In N N N I N I N•Si. N N I N I N N N NI N I N , N N N N + N N N N NN ,1 LANNNjNNNNaINt � � Nan an NNNNNNNNNNNNNN Ii, N , tnan NNNNNNNININI,II �NNIINNIN > Z IL . • N N —^ N VI Ul---N 1, N N N N N N© N , N , N N N N N N N N N N N N NIN N O N n Z F W • W P N yIN N N N N N N N N N N N N N N N N N N N N N N N N N N N N .n N N n -1 W W w J -• N N — N N N N N N N N LA LA N N N N N N N LA Lr. N`N N N N N N N N N p O T2-',' LU W W w N • WN N Iw N N N N NI'N N N N N In N N N N N N N N N N N NNIN N N N N N NIN N N N •'1 -1 f>t w Z Lu wWw1kr, . UNN • I. . I . IUNNNNN1NNNNNNNNININI, NNNNINNNIN1NN1NINNNNINNNINr • —o . o— �o HO j soz 2P7.° Tl =—' ===�J cn cn D a o i' • f V m rn r- 2N.� -F,r,- ° - I IIS _ •-.4n = s =a< b ZRi ap,o �'W cn - y= CV) 0 ,amu oEc' =11,' o m - :2,.c Z m Z I• A A 9 I- • c iii -' - \\\\��`0 d LFAIT�i/i,/ „r."7:, c TITLE: 55 MMER ROLL SHUTTERS O r ° ° .{ ..-„z2.,:.--c c INSET MOUNT ANCHOR SPACING _, :B ' 1•—• O V1 n 61 �._V = N .,azc�w�srnonnsoa:vr "cy 0[1-)'.-• O 2m �I �?1:• �' F .�ront�,la[nnl.vlzyn7 p, 0 W T� .i C/ ••'•., �•4,>'0 � ® �y r,elaoo432::w Z CO '/ FFR ply! \\\\`ylO] c^— 3 o 1A ���a FA%:511ieta10357 t'2 PREPARED BY: EQUALLY SPACED MULLIONS SELECTION n BUILDING DROPS,INC. 195, u.ut lltl a.pa.. e1n�rI 11.11 �fv1ULLION /MULLION =e.;9,11,Pi IP / / rnx:1155114 i,w FACE MOUNT MULLION m ,`a4 q z W-:a C O. aaN 2 tiG''' SHUTTER H Q ? HEIGHT I I ISH/ O •Q 5, a C 3� • �p8C v W SHUTTER 410CxAE SIIUiTER HICUUEE - GleC 1111111 SHUTTER I • SMIfRER SnufTEq /.1000LC IS'.IH 1 I:DDULEI`SP•1,i 1 EODUL .W/ REMARKS BY DATE 1 MULLION UPDATES SM ULSU 17 SW.=5M2=SM3 MAXIMUM MULLION DESIGN PRESSURE(PSF) • •••. katntt..t.,.,.,,•,� i 1/4-4x8 MULLION SPAN 1/4-4x6 MULLION SPAN 1/4.4x4 MULLION SPAN Inm,v;ZCMDJar. 'o°r'»k TT Max. r S,,.. L`13 not a`.t�n•••a�u�,t:i:,..lrfno um 144 120 I 96 144 120 96 144 120 96 . 286.5 34 40 40 N/A l N/A 40 N/A N/A N/A •',```�;�p....,r0/'''!' 264 37 45 45 N/A 31 45 N/A N/A N/A • 1....___4" I . E � 240 41 50 50 N/A 35 50 N/A N/A N/A — �\ S v • • 216 45 55 55 N/A 39 55 N/A N/A N/A 74' N'' 2 7 ' "" 204 48 72 _ 75 • N/A 41 74 N/A N/A 301/4.4X8 -U s , :* -.168 58 88 100 N/A 50 90 N/A N/A 36 I 4" I 6063-T6 T �fID'F ��• z 144 68 103 125 33 58 106 N/A N/A 42 �i( ' ����� 1/4.4X6 S S" ° �G �%. 132 74 112 135 36 63 115 N/A N/A 46 'i a. f".;0, "" 6063-T6 ariu^u'iHI`i415'N 1 120 82 124 150 40 70 127 N/A N/A 51 4 Vit, 108 91 137 160 45 78 141 N/A N/A 57 B" .nn wat 96 103 155 175 50 87 159 N/A 33 64 1/4-4X4 F L2 2 5 5 8 84 117 177 185 58 100 181. N/A 37 73 6063-T6 6" 72 137 200 200 67 117 200 N/A 44 85 4" DATE: 06.06.17 DWG. M 1HKHF NOTES: N 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO --- I SCALE: NTS LIMITED BY THE MAX• .CAPACITY OF DIE PRODUCT. DWG.0: EMS003 2. DEFLECTION CRITERIA:MAX.SPAN/180 3. VALUES ABOVE ARE APPLICABLE ONLY FOR EQUAL MODULES SM 1=SM2=SM3 --'i -"—0.25" --I —0.25" —I 0.25" SHEET: OF 19 4. UNEQUAL MODULES ARE TO BE DESIGNED BY RATIONAL ANALYSIS IN A CASE BY CASE BASIS. 12 PREPARED BY (4PERCUP) EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS n, 1/4.1A X: _, ,-4.-, GRADE 5 SDS BUILDING DROPS,INC. MIN, MIN. aw wv�.w.o,o,,n,ns a±e 0.75' OFU _ —3-3t4"—._..3.3/4 ::' at„�•,.�taa:w ^n lovux'sa.a MOLL ANCHORAGE . ,� ` �l •, van +,L.,. 4" 2" 3.5" f1DOR/CEILING l I "ill MOUNT 'I'fI - II• a� 0.75" 1 11 (G')2;4.2X3 �' (G")1/.i-2X3 p`d$ _-1 st$.»xa I,PER tuP) 3 3r.i' }II — II } ALUM ANGLE 3 Std' �I� '*I { ALUM ANGLE ,rt a. 1/4.3 X 2 60/S-IS TYPE A,B,ORD ANCHOR 6063-T6 6063•T6 ¢ Z ALL/MINIM CLIP L. ...I e .. 1/PCRCIII`) ■f • . ''Ili aw 7/4.2.1 X 3 �� x t7 .0 1 GRADE 5 SDS ■-. ml 0 O �•-- "�..I I ' 4ANCHORS 7ANCHORS rJ -� --- ��'2"'• TYPE A,B.OR D TYPE R 4 '".l._/ '*y,.,l�' 0.75" �� 3 3/d" TYPICAL t6 PER CLIP) St ,+l C 1/4.1AL(fi PER CLIP) 2/4•Iait GRADES '+a 3- W't SEL.4XI GRADE WAIL MOUNT SELF ORIUING SCREWS BELE DRIIUNG SCREWS Y FC7-HO »ANCHORS .-- 'v' 476 t.SUtt ANCHORAGE CY 6" ,[•• �� - 5.5' flOOk/CULRIG MOUNT W7 z RIR elle 'A'tu h20lINf IIIra j 7 ANCHORS 0.7_ �.R.w.ft In E WALL MOUNT ANCHOR SELECTION REMARKS 7,,Y DATE tH.a A6 (,PER COPE 1/4•3%2 6063.26 TYPE A,R.OR D ANCHOR ANCHOR MULLION TYPE MULLION UPDATES SM:on 17 ALUMINUM CLIP TYPE 4X4 4X6 I 4X8 IS PER CUP) A W4 W4 W4 • (`1/4-14x: B W4 W7 W7 �.^.—» t GkRDE54DS { I !!// 0 W4 W7 N/A 0.75" ill 3" 11! MULL ANCHORAGE +., SIE 8" t 0 7,5` ;10011/CFA IA* * , a' I mow' 3" FLOOR/CEILING MOUNT ANCHOR SELECTION ANCHOR MULLION TYPE +",,nr S6„ ,. ,..,n.•G` `�'+� 0.75' } ,-. .! TYPE 4X4 4X6 4X8 A FC1 FC2 FC3 ��•��tEt: 1/4-a X8 (3 PER cup) N/A N/A 1/4.3 X 26943.10 TYPE 4,0.000 ANCIION B FCl F�22558 AtUMINUMCLIP D FC2 N/A N/A ./4.14 X 2 DATE: 06.06.17 GRADE 5 SDS DWG.BY: CHK.BY: SM HFN .II U NO1E;ANGLE CLIP TO ANCHOR SCHEDULE: SCALE, NTS BE PLACE INSDD1313E ANCHOR DESCRIPTION . I MATERIAL EDGE DISTANCE EMBEDMENT INSIDE MBE DWG.JP EMS003 0,5� .r � A 3/3"POWERS WEDGE BOLT MIN,3000 PSI CONCRETE 3 3/4" 31/2" SHEET: OF 19 3 6' k- . B 5/16"ITN TAPCON MIN.3513 PSI CONCRETE 31/8" 2" . 0 5/16"ITW TAPCON GROUT FILLED C•90 BLOCK 4" 2 1/4" 13 r ,/ /` PREPARED BY: nEND MULLION SELECTION BUILDING DROPS,INC. .:J[34......15,0.1I,O. a. ND MULLION MULLION VI P.M"PM Int I"111+++41ln (SEE SHEET 12) FACE MOUNT o^ag MULLIONF- ` 5 . III ,SIli --- --------_--------I . , SHUTTER HERITIT L: 1 e------------ - . Ii U-' ®� 3NI177ER DOODLE E NM GO f SNU7IER .1.".- SIULE,S. uO1,VlE:SfJY ao[wE>;u:m-� REMARKS BY DATE MULLION UPDATES SM !am n SBA 1=SM2 MAXIMUM END MULLION SPANS AND DESIGN PRESSURES „• I_ 1,•�,.�°,��.,, TT MAX ALLOWABLE ALLOWABLE MULLION SPANS(FT) • u�^.�.�i^..�`.�'4 `lltetr.:if°:°-' " (in) DP 4"x 4"X 0.25" 6" •x.6 X 0.25" ,I.1•.I``,�w'Y,Yr,Va x ��'• (PSF) 6063-T6 MIN. 6063•TB MIN. 72 200 12.00 12.00 ,S` • ,.,,. .• s ',i 84 185 12.00 12.00 • =` �Y E S'Sl � 96 175 12.00 12.00 S* • N•. 7 108 160 11.93 12.00 S 174' rg 120 150 11.49 12.00 I 5, I ✓ OF .�� 132 135 11.16 12.00 - i,T� - •IDP'. •• ea. 144 125 10.92 12.00 1/4-6X6' %It.d'S." "1" G```..� 168 100 10.65 12.00 I 4" I 6063.76 MIN. /.f, ° 204 TS 10.04 12.00 _ dXti 11.1,.Ii1G nrl n.,m.unw.�ulrov•.o.•.zm 216 55 9.69 12.00 1/4-4X4 1 FL22558 240 50 10.60 12.00 6063-T6 MIN. 264 45 10.99 12.00 4" DA1T: 06.06.17 286.5 40 11.41 12.00 DWG.BY: CHK.BY: NOTES: SM HFN 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THESCALE: NTS ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE DWG-a EMS003 LOADS ARE ALSO LIMITED BY THE MAX.CAPACITY OF THE PRODUCT, 2. VALUES ABOVE ARE APPLICABLE FOR END MULLIONS ONLY -I I-0.25" ---I "-0.25' SHEET: OP 19 14 • • PREPARED BY:. • ,.. CORNER MULLION SELECTION l l BUILDING DROPS,INC. 4�i mw.1,r ea I r oaia AWN FL usu • �CORNFR MULLION �NIULLION T 7.1'14.17I vs.17I4TZ / l4.1'�S.l4.11lR 1 FACE MOUNT (SEE SHEET 12) Y.rP...w.,li,,n;,,,,torn MULLION - SHUTTER MODULE C¢ E ti . cc Lc 5 h. 1 kg pN`LL SHUTTER = v; HEIGHT ". 3 ESN I% cc w HE cc �jrri,'`• W STAGGER SCREWS -L� 111013 AS NECESSARY I I n-- H SHUTTER iADdJIE • .� l • • • MSHUTTER DUE ISll111 SHUT1T1 RDWE IMAM Imo_,!OUJTECSUUT '- . REMARKS BY DATE • MULLION UPDATES SM 10.20 I: SM1=SM2=SM3 MAXIMUM CORNER Ml1LLON SPANS AND DESIGN PRESSURES TT MAX ALLOWABLE . ALLOWABLE SPANS(FT) DP ILN,.1,1..r•MIura6c..cr,Iw w m I t,,;:,:;" (in) 4"x4"X0.25" 6'x6"X0.25" atiirt%CON ,r,O.1.tn..".!S, • (PSF) 6063-16 MIN. 6063-T6 MIN, u... .M s "DIRI"o�+.I. 72 200 10.75 12.00 ul`♦♦```,q l'.r1,{i)ij',, 84 185 9• .88 12.00 ♦ • O. i� 96 175 9.19 12.00 `♦♦ ;'`\,E a �1� 108 • 160 8.70 12.00 ± •* N .0 • 120 1 150 8.29 12.00 `` - 7 ��? * r 132 1 ' 135 - 8.02 12.00 I 6" 170 A !OF I -0 S 144 125 7.80 12.00 . - .1\ I'.I0N.: 4' 168 100 7.61 11.78 114-6X6- �i,ES• on1. '1G\ .♦♦♦ • 204 75 7.10 10.99 I 4.. I 6063.76 MIN. i/.4� 4 y\♦N♦ 216 55 6.86 10:62 .m I@kir L!)rn-0 TO:r,,. 240 50 7.94 12.00 1/4-4X4 1 . F L2 2 5 5 8 264 45 • 8.12 12.00 6063-T6 MIN. 6" 286.5 40 8.56 12.00 4" DATE:- 06.06.17 NOTES: DWG.BY: CHIT.BY: 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM SM HFN DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO - SCALE: NTS LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. DWG.9, EMS003 2: VALUES ABOVE ARE APPLICABLE FOR CORNER MULLIONS ONLY WITH EQUAL WIDTH SHUTTERS ON 80TI1 SIDES,UNEQUAL SHUTTERS SHALL BE EVALUATED ON `O.25" -11-0.25" SHEET: OF 19 A CASE BY CASE BASIS. • • PREPARED BY: \ n • • BUILDING DROPS,INC. 3./4i otvu 03411 O:vo.V,110 • w*F1*CN IIMCA Irl 115,1319 WA MB wow 0,11.,010.10.[00, iA C.- a�a VIEWPORT SLAT DETAIL ^a • k• o s� a € f € f f ...EH. 0.y a ( •1 (, ( i C �7 0.50" (. ) • a 4 I N W 2.000 2.000" -FROM- -4.000"ON CENTER- ENDS L-:: NOTES: 1. USE OF VIEWPORT SLATS SHALL BE LIMITED TO REMARKS BY DATE EVERY OTHER SLAT.MAYBE USED FOR FULL MULLION UPDATES SM to JO 17 DOOR HEIGIIT,EXCEPT FOR WITHIN 36"OF BOTTOM OF FRAME. • 2. VIEWPORT SLATS MAY ONLY BE USED ON SLATS WITH END RETENTION. VENTED SLAT DETAIL 3. VIEWPORTS USE MAKROLON POLYCARBONATEar,1:11•111,01 OE IQ POtiNi INSERT WITH CURRENT NOA. ..,1r..r.0.1W,tt.< 4. END RETENTION LOCKS ARE REQUIRED EVERY •01.1 O"3. ,o, ,. ^^r.or o<., • 1.221" 2.25"ON CENTER OTHER SLAT.• V•• °`� tY`rl�Il p°�j �; 'r':•` FROM ENDS 11.50"�^ I I 0.75" 5. VENTED OR UN-VENTED SLATS QUALIFIED. ```��5� 1 E.,.. O �i, �i • . .. ... _ � - v * �� s A OF � .`' • F • :O'(%(� -'IDP /�4: f € € € € f f f f •€ moi,`SY `.. • • FL22558 DATE: 06.06.17 DWG.BY: CHK.BY: . SM HFN SCALE:- NTS DWG'a: EMS003 SHEET: OF 19 18 • • r- PREPARED BY; BILL OF MATERIALS • • ITEM NO. DESCRIPTION MATERIAL . BUILDING DROPS,INC. 1 55 mm SLAT 6063-T6 :9[O.uN OLictltv0.iL? o.rm m.r._a ssiv *err tnraav 2 LARGE GUIDE RAIL 6063-T6 2A LARGE GUIDE RAIL-ENCLOSED 6063-T6 ^ 1 3 SMALL GUIDE RAIL 6063 T6 i�_ P. 3A. SMALL GUIDE RAIL-ENCLOSED 6063-T6 '" W g7.-4 4 COVER CAP 6063-T6 ' a ''' ,nom 5 SLAT LOCK NYLON a 6 BOTTOM SLAT COVER 6063-T6 Z .- CO 7 BOTTOM SLAT 6063-T6 • �. L10) iii OSLAT CI LARGE GUIDE RAIL 2A LARGE GUIDE RAIL 3 SMALL GUIDE RAIL 3A SMALL GUIDE RAIL R In 6063-T6 6063-T6 ENCLOSED 6063-T6 ENCLOSED REMARKS BY DATE 6063-T6 6063-T6 MULLION UPDATES sM .a.n —.1 0.195" 0.1112" 0.112' 0.112" 0.112" 1 0.04" f 1.002" 1.002" ,,�� 002 n1 ". 1.002" 55 mm 2.5" . voY ei'ry;. `` 1 11' I I -3.285"--I 1 _3.285" I - 2.944"--1 1- 2.944"--{ ,..•.. • ' � • P '* N. 7 O 60 3ET6 CAP O NYLON SLAT CK . O BOTTOM SLAT O BOTTOM SLAT .o� S• .Ipp. 41• I--2.42" ,... 4, . 0.062" 1.458" a 0.156" 0.566" .a �,:r.:. -`` 0.225" I i -� 192' r- 4 FL22558 LI I �b o o +� T1 0.351" I DATE: 06:06.17 I DWG.BY: CHK.BY: 1.64" I I0.05 3.213" SM HFN 1.063" SCALE: NTS DWG.u: EMS003 SHEET: • OF 19 • 19 PREPARED BY: n BUILDING DROPS,INC. END MULLION AND CORNER MULLION WALL AND INSET CONNECTIONS END MULLION WALL CONNECTIONS 3,31 R,",OfAl,,,:a,,,11,l, (WV.0,Ai11,rllk'U . %11.1`M3I1K W i 16 PEP CLIP) FORA. 1/4-14X1 7-112- o (4 PER CLIP) I 6" I GRADE 5 SOS 0 3 1/4.14x1 I " " Q,,,7 I------4------1 GRADE 5SOS 0.7� {IIS —�� E L42E : JFii:::i! 3 3I I 11 II /4" ALUtd J!?� 4' 3.5" 6" 4" ! •- 5.5' i II I 6063-T6 Q Q CT �' ¢ cc ICIC �'14.4X4 0.75'(2 PER CLIP) ".s 11 I-2•_I-' 4ANCHORS . -z 1/4.3X26063.16 TYPE A,II,OR O ANCHOR 1/4.6X6 TYPE A.B,OR rt ALUMINUM CLIP t:PER CLIP) 114.146 16 PER CLIP) Ln 1/4.3X:6063-T6 TYPE A.13,OR O ANCHOR W4 - ALUMINUMCLIP WALL MOUNT 1/4F14XI GRADE SELF•DRILLING SCREWS .t ANCHORS w TCI-464 FC-6X6 4X.1 i in MULL ATICHORAG1 MULL ANCHORAGE I- FLOOR/CEILING YLOOR/CEILING MOUNT MOUNT REMARKS BY DATE Ili MULLION UPDATES SM 10 27 17 ,I 1/4.1sv1 ,I I, 111-14X1 GRAD£SUDS -GRADE 5 50S , (6")114-2X3 li ! 3 3/4i PLUMANGLE1'L. " �" "f E6063-T6 .... ,n.. n c w t • T ANCHORS • O A _ 6" ©• ': TYPE R ` ;'�C E S " !",. •� NOTE'ANGI E CLIP TO *, IYPICALI6 PEP.CLIPI • NC PLACED OUTSIDE OR 'f ., W4 O • INSIDE TUNE WALL MOUNT 1/4L14X1 GRADES .'. N. - .1ANCHORS SE L F.ORILL I•NG SCREWS ^ 6x6 v.v.70 . 3 q OF /, MULL FLOOR/CEILING MOUNT ANCHOR SELECTION ,, IDP• ' WALL MOUNT ANCHOR SELECTION ANCHOR END MULLION TYPE CORNER MULLION TYPE ''� y {G\ ``` . ANCHOR END MULLION TYPE ��i 4rT'+� ��� TYPE 4X4 6X6 4X4 6X6 ACIC^7XtiV 0.; „, TYPE 4X4 9(6 0,,,,.,,„,,•,,.,.,,, A FC1 FC2' FC1 FC2 A W4 W4 B FC1 FC2 . FC1 FC2 B W4 W4 FL22558 D FC1 FC2 FC1 I N/A D W4 W4 DATE: 06.06.17 DWG.BY: CHK.BY: SM HFN ANCHOR SCHEDULE: SCALE: NTS • ANCHOR I DESCRIPTION MATERIAL EDGE DISTANCE I EMBEDMENT DWG.N: EMS003 A 3/3 POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4” 3-1/2" SHEET: OF 19 B 5/16"ITW.TAPCON MIN.3513 PSI CONCRETE 3 1/8" 2" D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK 4" 21/4" 16 ` PnrrnneD BY MOUNTING BRACKET C—i) . BUILDING DROPS,INC. SLAT END RETENTION LAY-OUT UP TO 3511 LETS SHUTTER WEIGHT WITH: s l n>r�suwn, V (4)5/16.0 TAPCONS OR + 'r• UP To 200 LBS SHUTTER 101 114"O X1"SINS "'1P""'b•' r- "'a" WEIGHT WITH: (7156"O TAPCONS OR i _ - • (a)1/4"O X I"SMS ° I g _ UP TO 100 LRS SHUTTER ,° © o= WEIGHT WITH: O o- 1215�1fi'O TAPCON OR - °I w z cc (314"0X1"SMS j Z �'4 MI Z O� gs4LL W W war Alfgft{' cc ic q11114 Ii —IT ROLL-UP MECHANISM - W �'—'�"` EXPLODED oCle LL,. Motor �.., IR y �- +� �;'•;f Brackets r r t„ "1 C REMARKS BY IOATE -__---- Nommilm L • Motor„• Cretan ° �E.\' i.• MULLION UPDATES SM Ct IIn>n 17 7 i 10 I Motar DrivB II... �.�i((.�iLLL �• f � Clips rin -- Drive Wheel Stop 1110 End Cap lu J Reel Tube_� /// ,``,,� r j���' • •/ `� ,,, .. iii IIIIIIII IMO Bearing Cap �/ Slat Hangers N' O S. S. SFl7 OF * � 77::::30"((s IDP`. '•'(�Q J INTERIOR ' Bearing moi'.., '�,0....,L. 'Ci' K,''. End Cap ...,.{�/IIfFI,1M',,$r,�.r, 11052.5"PTH 18-8 S(S SAYS.T.1O 12)PLR END EXTERIOR I , L22558 REUNION SLAT LOCK GUIDE,WITH A HV • r Jo COATIllS SYSTEM AS MSTIUTr\CIURCD BY F (M)AN APPROVED COATING APPLICATOR - --(TTI TRACK TO TRACK- REGISTERED'S'ITH THE AMERICAN TRACK WIDTH NOTES: SHUTTER SYSTEMS ASSOCIATION. 1. THE ROLL-UP MECHANISM(GEARS,MOTOR,SUPPORTING END PLATES)ARE DATE: 06.06.17 (FW(FINISHED WIDTH NOT A PART OF THIS APPROVAL AND SHALL BE SELECTED BASED ON DWG.BY: CHK.BY. MANUFACTURER'S SPECIFICATIONS. SM . HFN 2. GOMM,70MM.OR 94MM DIAMETER REEL TUBE PER MANUFACTURER SCALE: NTS NOTES: SPECIFICATION 1. SLAT END RETENTION LOCK TO BE AT EVERY OTHER SLAT 3. TUBULAR MOTOR MAY BE REPLACED WITH GEAR FOR MANUAL OPERATION. DWG.H; EMS003 7. INSTALLATION SCREWS SHALL BE COATED WITH A HV 4, OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR STRUCTURAL OR FORCED SHEET: OF 19 COATING SYSTEM AS MANUFACTURED BR AN APPROVED ENTRY RESISTANCE PERFORMANCE.FOR USE ON MAXIMUM 20'WIDE UNIT. COATING APPLICATOR REGISTERED WITH THE AMERICAN 5, IIASE SIAL 15 OPTIONAL AND IS NOT REQUIRED FOR STRUCTURAL OR FORCED SHUTTER SYSTEMS ASSOCIATION. ENTRY RESISTANCE PERFORMANCE,FOR USE ON MAXIMUM 20'WIDE UNIT. 17 L J • 1 L148 91 133X5 09111•�I1 r6+aov ••u.••.,.•_• I • t1 to 190-9?0a 3'd 60 11770 Y 93196 ,r •. BY OMM 190 un 'a® v•r.• •61••06 n lrol-Ita(161)el/BODO-83 .!w.N '',`1, l\9049 8111-169(199):90i Y989-60Z(196)oNONd m 14191 v rumor 791466 ccc+:a tic v1I1 979 acro II'' S• ' 160-Li LOKI-•71'13198147061536 3.996600 ONIN33NION3 19 ONI1S31 1TI1 `'� '�44 ^�y`r11(1 `7Q 3490 S060815311 6906 N 1 ti� 'rT:•d/(y,''f�C1 D•.'��•. MVO 3N1 'AlddflS 1V1311 Nd31SV3 \ 0 331111 / ? Pn, l-+ 'I /t LI/9l/LO a9 NNW) (d330 00'Z) •��'�f ' 71 13NVd NHOlS Wf1NINfllV YH1838 „OS0'0 ow'093179 65000 • L91M/.a (auoz 'm0311.'1H Agool8A y6IH uoN) 3000 ONIOlIne V0121011 S. JV1 -11,1-4/771.11'A'6�ll p 'SH10N37 73NVd'+OiY.96 91111 0N11V14 399653146 3.01530 'O'SV WWI 'SN1ON37 S73NYd,801 Ol d3.NO!A7N0 01719I •• 7•sd 096-096#01 d0 Na)SO 56/10937 73906'1.09.91 MN SWIM .0-,01 NON/N3114ONS NO 79703 SH1ON31 67319141 1101 371403905 NO NMONS Sb' 3619SS38d#601030•0'S1,'349?T9•d 099- 00S+01 dO 3.01.1790 017VA • 00.0I 350 OW.0-,01 IMO 14309007 611.10N37 73NVd.3.01 ON10YdS 00.9 3.611 • . •601108)14 •.6 •.6 ..6 ..(901106)9 •••6 •.•6 .6 (14011oe)61 .6 .6 .9 (14ottoe)rt V/N V/N .9 (14Oltoo)01 V/N V/N .o/I g (1401109)rl V/N - V/N •9 (d01)LI V/N V/N .9 (601)91 V/N V/N .9 (601)61 V/N V/N .9 •(1401108)II ••6 V/N •.6 ••(monoo) I I ••.1' V/N ••.9 (1401106)II .9 V/N .6 (d01)VII .6 V/N .6 (101)VII .6 V/N .6 (601)VII .8 Y/3. .6 (1401108)01 V/N V/N .9 (901108)01 V/N V/N .0/1 6 (1401108)01 V/N V/N .9 (901108)6 V/N V/N .Z7 (1401108),8 V/N v/N .01 (1401108)6 V/N V/N .01 (d01)6 .01 .01 V/N (d01).6 •.ZI •.0I V/N (601)6 ,EI .Z1 V/N (1401108)9 Al .01 V/N .(1401108)e •.01 •.Z! V/N (901108)9 .01 .01 V/N 5537 (dol)9 „CI .0/ V/N 0'09- '099# •.0-,LI •(d01)8 „CI .01 V/N SS37 5531 (601)9 .01 .01 V/N 5631 3.0 01 a0 01 d0 60 NO NO (901108)1 V/N V/N ,0/I 9 099-'099# .0-,9< (1401108)1 V/N V/N •6 OVA-.'0.061. .0-,9 (901108)L V/N V/N •0/1 8 0.06-'099# (Hallos)9 V/N 9/3. .9 (1401100)9 V/N V/N .0/I S • (1401109)9 V/N V/N .6 (1401108)S V/N V/N .8 (1401108)9 V/N V/N .0/1 6 (nall08)S V/N V/N .6 (601)VS V/N V/N •6 (601)vs v/N V/N .6 (dol)vs V/N v/N .6 (901108)6 V/N V/N .01 (1101109)6 V/N V/N .01 (901108)6 V/N V/N .01 (dal)6 . V/N V/N .01 (dol)6 V/N , V/N .01 (601)6 V/N V/N .01 (901108)r V/N V/N .6 (H01100)r V/N V/N .6 (1401108)C V/N V/N .6 - (dal)YC V/N V/N .6 (601)or V/N V/N .6 (dol)K V/N V/N .6 (N01108)Z V/N V/N .6 (1401108)0 V/N V/N .6 (14171108)Z V/N VIN .6 (dol)Z V/N V/N .01 (dal)0 V/N V/N .01 (dal)Z V/N V/N .01 6961108)1 V/N V/N .01 (901109) 1 V/N Y/N •ZI (n01109)I V/N V/N „CI - (dol)I V/N V/N .01 • (601)1 V/N Y/N „CI (60.0 1 0/11 V/N .01 113RI.ro 9 Al n.19mv6' 568268'l (•ne)066516 11311.t0 9016 310140.16 SNO3614. 1611 10 SW 319100916 5000691 (7e.L N1am 961117690036800 1q Noamvs Y0 59666 1'379 3Ti.21 04.2 W0N71 NOaYNS1400.101 'g 00369135 ft°d1 2Nd 79996 moron •/53•,1.963171 9l1A1 '� 9 (iirra Amman? mamma, N0z1rt•9s SY vat/rtnrtum r/slummy 1416509146 /V0 TI d avarra.ld 60651976 3630'OS 01 3798X1169 5LON31SV1 0009 1619069? 01 3500(1168 081.21903 0009 7 p, 01 314711661 51/3931941 MN M ours ma7In& aims aoOAf arm SNOIt;v"rIV,GSNI 8'0s a7fl allSHJs JNI17Vds _ &OHONV JV1l l7XVIY ONIQNO0 Sd2Iar0O (NV (16"d) ONIILV2t I i1fSSI 2Id N1ISdd 'CrS'6 JYnf(IXVIV • MAXIMUM A.S.D, DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS T AwAu x000 FASTINERS APPDCAOL£TO NM'IYuu n900 FASTENERS APPLICABLE r0 NIYMUN xe0p FALSIFIERS MPlMl1![TO AS0.OCSYw' OLTOlMRKS I d YAT6IUY PANR AS0.a ICN ALTERNATNES/& AWINUN PM'R ASO.DESIGN ALTERWONS PRESSURE A[rAR.4R SG7APCON a„ ABO' 7KW ILM15M 2•(tt) PRESSURE REGULAR SGiAPCON R'E� ANY GON&+N/AON LENGTH l'Bt.) PRESSURE REMM SGTAPCON PAS m 0 Nd TENONN1p•ANR RAMC(pat) Wows PA197Y1lE ms Or HIEN ROM(Rs/.) TAPCONS MSIIYNr rims OF THEY RATING(PwE1 TAI�CDys or THEY () 'maim-rvAs I1' N/A N/A 1(TOP) 12' N/A N/A 1(TOP) 8 7/2' N/A N/A 1(IOP) 77' N/A N/A I(BOTTOM) 72' N/A N/A I(BOTTOM) 9• N/A N/A I(BOTTOM) 11' N/A N/A 2(TOP) 12' N/A N/A 2(TOP) 9' N/A N/A 2(ROP) g• N/A N/A 2(BOTTOM) !2' N/A N/A 2(BOTTOM) g• N/A N/A 2(80AON) 9' N/A N/A 14(Tap) 72' N/A N/A 34(TOP) B" N/A N/A 14(TOP) 9• N/A N/A J(BOTTOM) 12' N/A N/A J(BOTTOM) r N/A N/A J(001174 !1" N/A N/A 4(IOP) 12' N/A N/A 4(TOP) r N/A N/A 4(TOP) 11• N/A N/A 4(BOTTOM) 12' N/A N/A 4(BOTTOM) 9' N/A N/A 4(BOTTOM) 9' N/A N/A 54(Top) 12' N/A N/A 54(TOP) 5' N/A N/A 5A(TOP) 3 !/2" N/A N/A 5(BOTTOM) 4' N/A N/A J(BOTTOM) J' N/A N/A S(BOTTOM) J 1/2" N/A 11/A 6(BOTTOM) • 4' N/A N/A 6(BOTTOM) - J' N/A N/A 6(BOTTOM) 460.0, -60.0 S 1/2' N/A N/A 7(BOTTOM) 9•_0- +40.0. -40.0 J 1/2' N/A N/A 7(BOTTOM) )8'-0' *90.0, -90.0 J' N/A N/A 7(BOTTOM) 7'-O• UP TO OR UP 0,TO 0.0 N/A 72'• 6'• 8(VP)• UP TO UP TO • OR 0, +80. -90.0 I!/A I2' 6' 8(TOP) LESS +60. )• 12'-6" +700.0, -730.0 N/A 12' 6' B(TOP) LE55 N/A I2' 6" 8(BOTTOM) N/A 72"• 6"• B(BOTTOM)• N/A 62" 6" B(BOTTOM) •N/A 12' 6' 9(TOP) N/A 12" 6' 9(TOP) N/A I2" 6' 9(TOP) 11' N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) 9' N/A N/A 9(BOTTOM) J I/2' N/A N/A 10(BOTTOM) 4' N/A N/A 10(BOTTOM) J' N/A N/A 10(BOTTOM) 9' N/A 9' IIA(TOP) 12' N/A 10 1/2' 77A(TOP) 6' I!/A 6' IIA(TOP) • N/A N/A N/A 77 (BOTTOM) 4'•• N/A 4'•• 11(BOTTOM)•• N/A N/A N/A 77 (BOTTOM) 6" N/A N/A 1J(TOP) 12' N/A N/A 13(TOP) 6' N/A N/A 73(TOP) • J 7/2' N/A N/A 13(BOTTOM) 4' 11/A 11/A 13(BOTTOM) J" 1.1/A N/A 73(BOTTOM) N/A N/A N/A 14(BOTTOM) 4"•• 4'•• 4"•• f4(BOTTOM)•• N/A N/A N/A 14(BOTTOM) • USE 6"OC SPACING FOR PANEL LENGTHS URGER THAN 70'-0"AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0- •• VALID ONLY FOR UP TO*50.0, -50.0 p.:.(.MAX.ASD. DESIGN PRESSURE RATONG WITH 108'Max.PANEL LENGTHS. • ,1)AAA/OlJ/ij,i ,•'. %\a‘A. il!4,- ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 82077 n8TEco,INC 0.050" BERTHA ALUMINUM STORM PANEL LG. ex- .a.� * • (2.00" DEEP) DRAWN Br • nT' /� EASTERN METAL SUPPLY, INC 07/26/17 Very P '(400 / 1 L E�•O ENC. \ 4268 HEST ROADS DAVE l •..........• .•�� 15 TIWT TESTING&ENGINEERING COMPANY WEST PALM BEACH,TL 33407 �J,,,1' 61.9 n.w.0707 se.s..Tas.5V074 WOOS,n.uue PHONE(661)209-6263,TA*(567)947-7776 17-097 0SOON A ��� PNn•:(30.5)971-1730.Fm 1(305)771-WI 4., o[RVm, dR DRAWING No TI EB-0506718 pR 1s�A6 OMAN �,w -...,,, WALTER A TIWT Jr.,P.E. SHEET 17 OF 17 FLORIDA Etc.44107 7 Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 1648 NW Sweetbay Circle, Palm City, FL 34990 Type of Structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storni Anchor Header # Type Manufacturer Approval Width Height Width Height Bars Req. Spacing Reinf.Req 1. Accordion ASSA FBC 82 76 92 82 12" No 2. Panels EMS FBC 88 42 94 50 12" No 3. Accordion ASSA FBC 18.5 76 23.75 82 12" No 4. Accordion ASSA FBC 42 72 49.75 78 12" No 5. Accordion ASSA FBC 90 72 101.75 78 12" No 6. Accordion ASSA FBC 74 51 85.5 57 12" No 7. Accordion ASSA FBC 36 24 43.25 30 12" No 8. Accordion ASSA FBC 31 61 36.75 67 12" No 9. Accordion ASSA FBC 36 60 43.25 66 12" No 10. Accordion ASSA FBC 36 60 43.25 66 12" No 11. Accordion ASSA FBC 60 60 69.25 66 12" No 12. Roll Down ASSA FBC 96 158 104 168 10" No 13. Roll Down ASSA FBC 96 158 104 168 10" No 14. Roll Down ASSA FBC 72 142 80 152 10" No 15. Accordion ASSA FBC 76 60 85.5 66 12" No 16. Accordion ASSA FBC 76 60 85.5 66 12" No 17. Accordion ASSA FBC 32 60 40 66 12" No 18. Accordion ASSA FBC 60 60 69.25 66 12" No 19. Accordion ASSA FBC 36 60 43.25 66 12" No 20. Accordion ASSA FBC 36 60 43.25 66 12" No 21. Accordion ASSA FBC 24 24 30.25 30 12" No 22. Accordion ASSA FBC 75 48 85.5 54 12" No 23. Accordion ASSA FBC 21 76 27 82 12" No 24. Accordion ASSA FBC 42 76 49.75 82 12" No 25. Accordion ASSA FBC 18.5 76 23.75 82 12" No