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HomeMy WebLinkAboutProduct Approval 1/28/2019 Florida Building Code Online -' '�r--rr—r i � ' Y f"I'1'�+�'� ( •• li li� r y BCIS-Home Log In , UserRegistrationHot Topics Submit Surcharge i Stats&Facts P iblications Contact Us 1CIite Map Links Search dN FEB 2 6 2019r� Product ApprovalI �yf USER:Public User ST. Lucie County, Permitting Product Approval Menu>Product or Appflcatian Search>-,._plication List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email �® Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Uj n, Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 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%2f°/.2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d°/.3d 1/3 1/28/2019 Florida Building Code Online 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 I retained by tracks to provide hurricane protection. i Limits of Use 'Installation Instructions I Approved for use in HVHZ:Yes I FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV 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 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables. See additional FLIB50 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,, i loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF I Created by Independent Third Party:Yes ± 1850.2• Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection ! Limits of Use Installation Instructions j 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 I Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. f( I Other:Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports [ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf I Created by Independent Third Party:Yes ' 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-Blade I Extruded aluminum interlocking blades retained by tracks(top ± 1 Only(HVHZ)-Drwg# 17-122 I and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST.PDF ± Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes i i Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL18SO R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC i locking rod configuration for the HVl blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HVI I and HVSA working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and i pressures. ! Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopyLi ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic _mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: EGFR` ittps://floridabuilding.org/pr/pr app_dt!.aspx?param=wGEVXQwtDgs9°/a2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 213 /� T=IEC�o > u �- 4i�L WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATM REPORT REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT HAhME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/O HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVAL,9.9AVON: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rade Chapter No. 81 Dao-3, Method 1 d of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 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. EV60ENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), tijl ,g,pBERTHA H.V. ! ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,&�, )k" �t'�dow Blade, f sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, rr �¢:atd•sI Walter j A.Tillit, Jr., P.E.;dated 08102117.This drawing is X17 inte`ra a% uation Report. . O. 4'4167 4 1 + o 1 6355 N.W.36th Street, Suite 305,Miami,Florida 33166-Phone: (30 : (305) 871-1531 �BngaeaER PRODUCT EVALUATION REPORT NO.17-0802.01 2 2.2.TEST REPORTS: For HV Blade I Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E.,and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20105, signed and sealed by Henry Hattern P.E. per protocols TAS 201,202 and 203 completed with ATL Report#0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E.Grate Jr., P.E.,as per ASTM E 8. Report No.11 CM- 223, dated 0310412011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # I OFM-718, dated June 22, 2010, and Report# 11 CM- 233,dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade I with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade IA Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida,report#0505.01-08 signed and sealed by William R.Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638,per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015,15odgg4re fir)l 07, signed and sealed by Joseph LaboraDoldan P.E. 1�16 Lo�V Tensile test as per QC metallurgical Report 2008 signed and sealed by Frank E. Grate P.E. as Rbr X�tlVl .44167 PRODUCT EVALUATION REPORT NO.17-0802.01 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103,equivalent as per letter issued by Sabic, dated 7117108, addressed to Eastern Metal Supply Inc.to approved#9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural,(mechanical) properties. 2.3.STRUCTURAL EMGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISS➢LE IRAPWO; RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And per ASTM E-1886 and E-1996 (fbr Blade 1A). 4. WOND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-322 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be. as indicated on sheet 19 of 20 of drawing#17-122. -5. WSTi AH-fl.ATOON: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation . Document(P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on s eet�o �9�of 20 of drawing # 17-122. k''m �� ff Z IV t I i E ff1 I, PRODUCT EVALUATION][REPORT NO.17-0802.01 4 6. MATT EMAL CHARACli'EMSTOCS AND SPEC CATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.), drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 17-122. 7. UNTATDONS AND CONUTIONS OF USE: 7.1. Shall be strictly in compliance with General Dotes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document(P.E.D.), drawing No. 17-122, 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 framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 17-122. (product Evaluation Report prepared by Wafter A. Tiffit, Jr., P.E. (Florida License No. 44167), President of'I•ifteco, Inc. (Florida EE-0006719). ���p99agavo�ps,,P�® . i 7 �, �f E OF GENERAL NOTES: 1.BERrOA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEENVERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) p nc CONTENTS OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE V'" DESIGN WIND LOADS SHALL BE DETERL41NED AS PER SECTION 1620 OF THE ABOVE MENTIONED COD£.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA 1: HV BLADES(T) & t� IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVERSTRESSED,A 33+INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 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 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE CD#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 &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE()AND HV WINDOW BLADE -HV WINDOW BLADE ®#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL .WHERE APPCGI ABLn 2.HV BLADE 0 AND HV WINDOWBLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEEP 19. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X275 AND# 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS W SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA W OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-75 ALLOY IS 31.7 ksl AND 35.7 ksi END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR BOOS-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OI : 12.13.14,14A.T5 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE(D&8 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H1. ACCORDION SHUTTERSYSTEM BEARS A U.S.PATENT #6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEM./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. AREA 3: HV WINDOW BLADE ONLY 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 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.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV }WINDOW BLADE C1)ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE TS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (tl)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD SUBMIT FOR THE PROJECT AND WHO WILL DE WINGS OR FOR THE PROPER USE OF THE P.E.D.- ENGINEER OF RECORD.ACTING A5 A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT 70 THIS(ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, k7�'"''. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY. INC. Nn V U BERTHA-HV TM E Q �� � � Accordion Shutter System t¢r A.S.S.A. BLADE##1 W/OR W/O ITV. WINDOW BIALIE °• �� American Shutter Systems RLVA. DESCRIPTION DATE DRAWN BY: M.L. e JJ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 8/02/17 DATE: 08/02/17 o P :' Y 8759 hon 361(. 5)91e,JOS,VIRGIMA oAR0015.R I5U3A 3]16 _ .. , Ptwna:(305)87!-1530,Fax:(305)871-1531 West P West Roads Drive 2 y \+1 I,r 3 DRAWING No e-mail:tilteco®aol.com Wes[ Palm Beoch, FL 330.07 ,0/0NALFr�G•'' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-922 WALTER A nLLIT Jr,P.E. P.E.SFALr59ONATURE/DATE FLORIDA Lie.#44167 s SHEET 6 1 OF 2O 4.660" 929" ~ 4 76` 2.293" 1 4'-ZOD i/4"-20 -DIE CAST .7a5' a.334" T.S. THREADED / HOUSING PAINTED 7fREADED 1 2.293' 748" !•' �'- S.M.9. 1 6aXEp PUNTED p �^ 7NRE47E0 DIE CAST °' mi )`6 m %I RAKED auNE PAINTED CM ^ . N c GRESS TURN .062' N! a obryr 1 4 f I .318" - 02 ' BRASS CTUNDER Mss CYIWOER o f o V AD) e � PLATT m(CHROME (CHROME PLATED) (1 CEiJ7EF21dA1 E) 041/ sQ,: 7.3zs �1^ '` mal mg K (— HV EC+RESS LOCK.f QUALIFIED FOR USE W/ HV BLADE&U]ONLY ��q V FLOATING CENTE 3,073" 67' _ QUALIFIED FOR USE Wf HV QUALIFIED FOR USE Wj HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Wf HV BLADE 1 & 1A ONLY � 4�- BLADE IFI01 & QUS ONLY. BLADE 1FO e ONLY. 6063-T6 ALLOY ANp TEMPER I231- V COR E —C T MA E 74' QUALIFIED FOR USE W/ HV BLADE 1 ONLY 1 2 0' •a 6063^T6 ALLOY AND TEMPER r J ' PLASTIC HEAD 0 t_7 6' .72,211 �2' MOLDED TO � SCREW I. r (y cER RIVETING 06tivp .825" n « 1°0. os'' a 1 f4"$-20 x 3J4" aEFo" IVEfiNG " Z4"0-20 RIVNUT* rl I �I S.S. IUMBSCR I S ALUMINUM(2024-73 ALLOY)LARGE FLANGE THIN _ 7So• O S NUT6 > 7>1 0820.AS MANUFACTURED BY AVDEL E Z•r ^ —' m{ 622 CHERRY TEXTORN,P Y,NEW JERSEY 07054 OR EQUAL PLAN ""'- FRONT E nON (2811 H ALE "T" LOCK CE MATE ,..� i 4. fi LOC 0 " " CK CE ERM TE AttFiED FQR USE w/ HV BLADES Y t21 V F AL "T" OC CEN E HV "T" LO HV AL ERN LOCK 6063-T6 ALLOY AND TEMPER `"� QUALIFIED USE QUALIFIED FOR USE W Q IED FOR USE W/ HV BLADE OONLY ALIFlEO FOR USE6063-T6 ALLOY AND EMPEit'HV BLADE ONL Wj DE(,�/ ONLY. BLADE�j ONLY. 6063-T6 ALLOY AND TEMPER t. tT 5 1.917 n 3.161 X.El �ROR • YUNOEP. 14- cm 0.875'Min. 'LOCKING ! n� o H 1 .125'Mox. 31 C TERE NO 0 NG ROD CE TE AT W OC G el - �.l UALIFIED FOR USE W/ HV BLADE(,I)& !q `"� QUALIFIED FOR USE W/ HV BLADE 7)&(Lo ���-;� I 6063-T6 ALLOY AND TEMPER C:=l E TER 'S SERT QUALI D FOR USE Wj HV GLAD &(tom I I m VAR ES, 12 MI 6063-T6 ALLOY aND TEMPER if4'0'ZD SS.OR 3/8'9-16 1.130' - ACtTAL TttUUBSCREY+S. I tt/2" ;s, THUMLnURN — i CYDNOER (SEE DETAILS) 1 OR KEY 7.57 Min. CYLINDER tis ei m if I. "Mox. o C�_LOCKiNG ROD.L\ _ _ m 375.0 '/4 0 ® -CK QUALIFIED FOR USE W/ HV BLADE 6) HV $R0-16 ACE(fiL (37 HV 1 f4" tb-20 AISi 304 BY REG T HAROV/ARE MORTISE LOCKS S_2333-HO DOLT.IOC(( - m 6063-T6 ALLOY AND TEMPER {7HU6IBSCREWS 5 IES S.S. MBSC EWS QUALIFIED FOR USE W/ HV BLADE D& OCA, j� 5,)INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE 1 QUALIFIED FOR USE Vlj HV BLADE 1 DRILLED AT TRACKS FOR PROPER EMBEDMENT F+F+++++A���i�s FLORIDA BUILDING CODE (High Velocity Hurricone Zone 0 2017 EASTERN METAL SUPPLY,INC. ENO." '�p� _ BERTHA HVTM i L E C O N . A,S,S,A, Accordion Shutter System H.V. BLADE#i Wf OR W10 H.V.W)NDON BLADE FT'�_! • YILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Ho DESCRIPTION DATE PRAWN 9Y: KL Association. Inc. i OLE)i5-080 /02/17 DATE: 08/02/17 Z 8353 H.W.36U,St.,Ste.305,NRGWP GARDENS.FLORIDA 337 Phone:(305)671-1530.Fax:(305)671-1831 4268 West Roods Drive 2 DRAWING No �t a-mail: West Polm Beoch, FL 53407 3 J'�Q•......� ttttt IN WALTER A.0006671LLrr Jr,P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 •rE. —16�N;pTL4titi 6E FLORIDA L;e. 44167 6 3 N OF 20 SHUTT� R ASSEMBLY SCHEDULE FOR HY—Q HV 3/8"¢{ 12'MIN,LEAR CE 10 41 SLADE I P .0 " HV BLADE 1 &\ TO 1A .1875' 625 HV BLADE A 3 HV VANDOW 8LADE .0625" EXT ,0625 0625" • SLAD 11 OPFNIN 1875' Y S HV LONG RECESSED NY2USHING KNUCKLE .0625 (rfp) 0.0 39 HV SHORT RECESSED NYLON 8us 40 HV NYLON HAT WASHER OOR (9MST a o^ FLAT PORTION1. RIJ 1 0 3750' 41 X HV WHEEL CARRIAGE AISI 302-303 SERIES .47 0.870"x3/16" THICK NYLON WHEEL 2 7/8-MIN. w DOVI. CLEAR 0.188"0 ATS1 302 SERIES S.S. RIVETS SEPARATION 3�.00 BERVEE DS25'J1- .9 . - '-03.7500" @ KV 1 3/4" ACCORDION PIN W/ 18 HEAD * EXTERIORSLADE" =L,0625 I J L-1 5 3/4' gpaoN Y- 11 @ I HV 2 31e ACCORDION PIN W/ #8 HEAD * =4-4�1 �47� ON CENTERS••+ 1 3500" 41 47I 5-, CLEAR 2 1/4- gpml-awmm POLYCARBONATE IMPACT RESISTANT HV WINDOW STYPICAL HV WINDOW BLADE AND TA POLYCARBONATE HV WINDOW DETAIL or 3 T.5 VEE NOTE FOR (D OR REQUIREMENTS) S) IREMENT POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE N 12' RESINS, UV-STABILIZED GRADE OR SABC MI IJV PIN REQUIREMENTS AT EXTERIOR SLADE KNUCKLE FOR "0 ZCLEARANCE DE eonoM INNOVATIVE PLASTIC LEXAN 103 RESIN Hy 10 w6F �O (SEE NOTE "I" ON SHEET 19). tz '- :11L.1- ' (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 638 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DORPOLYCARBONATE SOURCES FOR(9 HV 0 BLADE. E RIOR APPLICABLE SILT SSE TfPIM PROPERITES STANaRD HV PIN 42 OR 43 AT ROEREDCE (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT r RR 0 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV 00.324� BLADE'S KNUCKLE 0 (SEE NOTE* 170� \j: ECTIC GTOM W92 "43 5m, 0.443 tw.' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. M .04 REQUIREMENTS) t�-4� TYP.1 TENSILE STRENM ASTM 0838 914M P� 9.500 P..! RAL_7 AT FLOWPAL SIR• AT YIELD ASTM 079O 12.WD p.1 13A. P'.J. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL PAODULUS ASILI 0790 340.000 P.11. 315,030 P...(. 7 v-PA, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ASTIA 0256 Is FT-IbIN 17 ERI SHEET )&H 000rfMAx ASSEMBLY LAYOUT RATE a 90RN.0 C-1 CLASS C-I CLASS N.7 ,�El- CARRIAGE DETAIL 11-11 SELF mmolltaw'F 920 PTAXIIER, ='.� TORS6E STRENqM AFTER IVEAM.ERWG ASTU 03a0 ' 88 p..1 (1—) HV BLADE SOLID & HV WINDOW BLADE DETAILS TTNSIX STRESS OVORE wFATRODNO AStl 639 114. ,1 ,tO e080 P.J. N.T.S. FLORIDA BUILDING CODE (High Velocity ricone Zone) tr.' .......... At 2017 EASTERN METAL SUPPLY"4kC. BERTHA HVTM Accordion Shutter System ADE#1 W/OR 7T L7 A.S.S.A. W/O RV. WINDOW BLADE �E-C - American Shutter Systems REV.N.I DESCRIPTION DATE TILUT TESTING & ENGINEERING COMPANY _DRAWN Or MaL 6355 Mr,36th.St.,st, OB/02/77 DATE: 08/02/17 Association, Inc. I 305.VIRGInIA GARDENS,FLOAM 3316E 15-080 Ph— (305)671-1530.Fax:(WS)S71-1531 4265 West Roads Drive e-mcffl;t"Itec0000l.com West Palm Beach, FL 33407 2 DRAWING No CS, t, 3 NvALTE E6-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 ReP.E. L4 17-122 A TILUT Jr.J P IM P.E. GWT(At�&TE FLORIDA U..111 44'67 5 SHEET 4 OF 20 6' e4 *NOTES ON HV SOCKS AND CENTERMATES: z>4,-35 i�27w+�a 1,MANDATORY CONDITION{t: ONE HV LOCK 2C''or ig SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 112 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA TIONS,T ANY A D c c �B" + u x s r u ? �}^ m 'yLS�`. ELEVATION. Fit+LOCK or s MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO R7 OR tZ; x. .015 oe�y 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 'tLr'! '!J TYPICAL SHUTTER ELEVATION. f' 7 2. LIMITED MANDATORY CONDITION 12 ALIM ——­­—_QQNDITIQN J1 "LID QNLY FOR 'I + I x 00 GEILNO,INSTALLATIONS, TWO HV LOCKS 4 OR( OR ONE HV LOCK OR W/TWO LOCKING RODS¢ AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND INS ALLATtO AT ANY ELEVATION. L/ t HV LOCK 23 OR SHALL BE ATTACHED TO @ OR 2Q CENTERMATES W/ SAME SPECIFICATIONS AS PER X016-FQ� v MANDATORY CONDITION #'1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL v /'4l SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. v / oe_ xve 3. OS U MAY IF DESIRED, FOR INSIDE PERFORMANCE K.FOR SECURITY PURPOSES, UP TO TWO HV x -x � � LOCKS 2� �OR�§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES t29 11 5N o r*� OR @ SHALL BE AS INDICATED ON NOTE(1)ABDVE. —9.4 o'05 �E5' 'E.� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. CONDMON v YS - r 4 ,(��,� /21SF�YlTK'0 H.V. LOGKSI: LOCKING RODS ARE NOT REQUIRED AT URRlCANE POSITION, BUT MAY �� {i'� inS a BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 13j OR AN ALTERNATIVE DEVICE II Sow _,j„l, MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). o Hoc-Hvc >as �j 5• MANDATORY CONDITION d2: ONE HV LOCK'yf§SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 68 $4 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 0 CORNER CENIERMATE W/(2) 1/4 0-20 x1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 653 o of AT TOP& 130TYOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. x_ogo-Qo AMITY CONDITION$1 VAUD ONLY FOR W LOCK"W/SMMEMICAL C !AATES 23 j ONE ALTERNATE HV LOCK g6 MAY BE USED IN LIEU OF HV LOCK 0 or q5 FOR ANY SPAN AND IN DNS AT ANY ELEVATION.ALTERNATE LOCKI'� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 2a OR 9 CENTERMATES SHALL BE MADE W/ 1/4"0-24x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ill E LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 2,3 or @ or @ SHALL BE SEE END --� ii j �. USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION I ! TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK('or 0 or C MAY BE USED AS AN INSIDE OR DETAILS ON o F E x M I x L u P O a v w x OUTSIDE COCK.ATTACHED TO @ or,@ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SHEETS 10& 11 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS a 18 ttP. FULL W/ OF CORNER 50 OR TOP AND BOTTOM IS COMPLETELY MANDATORY. HEtOHT. � ' � uxuNGm mon+ CENTERMAIL *NOTES ON H LOCKS AND CENTERWETM 17ea,'l�,m,©•01aa 0.400+03 1. .- . ,,,;ONE ALTERNATE HV "T"LOCK Si MAY 8E INSTALLED IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND 10+�,oa 17+y 3 a + oR INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK @2YAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT � OF LOCK t0 INCLUDES USING REINFORCING LOCKER 'LV7•AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE b�+ S@?at\_.1.0+118)- CONNECTED TO CENTERMATES @ AND @ W/ 1/4-0-20 X1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' 15+h 88 as 1�+ (�,�8-08 + ,�aa WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4"Ox 5/8"RIVNUL LOCK MAY BE INSTALLED AT MIDSPAN OR l2" MANDATORY- log+tL^3,ea 19+ 5,-09 --@-C *NOTES ON HD LOCKS & CENTERMATES: 1.�jQ LOCK }WJ HD CENTERNATES�1 OR W1(A : ONE ALTERNATE HD LOCK D MAYBE USED IN LIEU OF TYPICAL C) HV BLADE SHUTTER ELEVATION NV LOCKS`4 OR 1�g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK C4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO q4 IS W/3#8 x 3/8'F.N.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 1@' AS SHOWN ON SECTIONS HOB-HV AND RDC-WC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL ,d1lNn�i""' FLORIDA BUILDING CODE (High Velocity Hurricane one }111\T?, ...,••• /,�J,�..� 0 2017 EASTERN METAL SUPPLY,INC- 1' \i i\ci��s .,��$ BERTHA HVTM a M�Lg C o N A■S■S■A. Accordion Shutter System KV. BLADE#1 W/OR W/0 KV.1h1NDFN{BADE { o �,' ' American Shuster Systems REv.No DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY nr1; AssociosIon, Inc. I OLD 15-080 8/02/17 DATE: 08/02117 L� �C OF �• VZ 6355 N.W.36th.St..Ste.305.NRONu GARDE125,FLORA 331614268 West ftOOd9 prlYe 2 •�— }Y Ph-t(305)871-153D.Fax:(305)871-1531 DRAWING NO ls� ....• wt �}}} a—matt tllleco©ool.cam West Palm Beach, FL 33407 3 ' /d(Y141. ` l Ilii WALTER AOMLR19 P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 P.E."SW5I6hATtir#E/DATE FLORIDA Uc.$44167 5 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE- REQUIRED F-1/4"0-20x3/4'S.S. CONCRET$�1 REQUIRED 1 CONCRETE ANCHORS CONCRETE ANCHORS t MACHINE SCREWS REQUIRED FTSEE SCHEDULE ON ` (SEE SCHEDULES ON W/ 1/4•-20 -" CONCRETE ANCHORS SNEEf 13) / /-SHEETS 13& 14A) 'NUTS 0 17'O.C. (SEE SCHEDULE ON SHEET 13) ' \+ , 1. 12'oa14 t Mina t/a'a-zDx3j4 s.s. t �Min. S -_--- { _ ]7 OR 1$ EO EO MACHINE SCREWS ____ EQ E4 OL f _-`-_ �;.. O USING 1/4"-20 NUTS ]9 F`/_ t/2` 72"Q.C. t/x, ____ E. 0." .250"Max. t - 13 on 1.5 �- ]3 OR 25 iE.D.* _-T' iv E.'D.r Na .250' �L w, I III x.250"1.1az. I �---- I I Max.' OPTIONAL I'i� ) �-OPTIONAL MIN, SEPARATION ,�`; + , MIN.SEPARA710N TO G1h55(SEE 'Fa N� ' I I 70 GLA55 I 1 SLIiEDULE ONS ET T �* 1 t (SEE SCHEDULE ON �ii FOR BLADE(t}AND i OR 1�A I -tt' E%ISTING_j SHEEP 11 �. HHH E%ISRNG ON SHEEP 19 0R I MIN.SEPARATION I ���, 1 GLASS .Ti BLADES i& TO GLASS Cvu`S `� X91 —"'-(SEE SCHEDULE ON ' Y EXISTING SHEET 11) GLASS---I ' I C)HV WALL HEADER INSTALLATION �q�"FIV"W;4L"L�IiE,ADE�INSTALLATION) C=B `�ALI;AMO INSTALLATION EXISTING EXISTING I GLA55-1'—"�—��--- (, I. ; MIN.SEPARATION r I 1 TN. LASS(SEEATION ' '� 1 OR 1 * I i I�-�-01 EXISTING TO GLASS TO GLASS{SEE '' GLASS (SEE SCHEDULE ON -1 7i FDORU BLADE®D r�� rh ` MIN.SEPARATION ,r�; I'. -����-- SHEET 11) , I ON SHEET 19 FOR a TO CLASS �� : FFP111 MMM BLADESQI&CA) SHHEEET 1 I {sE£ EDULE o1a � �. :�,--OPTIONAL t� 71) , E.D.• , t/4• , E.D. I1�OPTIONAL Illi {1/a'Mox. ��---- ]3 15 E.D.+I ,111 11t E(+' __+ @ORO I � _-_ ` 1 EQ EO r1/2"i __ 13 aR� t. !. \ �_____ t 12'DR14 { +t- ---[_,.___ 1/4'o-20x3/4.5.5. Min.LJL� 1 �• LEO ED- PHILLIPS TRUSS HEAD f t/4•a-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING k CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS I �J 1" 1/4•-20 NUTS® 12.0. . -(SEE SCHEDULES ON W/1/4'-20 NUTS a 12"O,C. `�--� I POURED CONCRETE SHEETS 13& 14A) ( ^..- (SEE SCHEDULES ON Min. _ POURED CONCRETE J SHEETS 13&74A) � •,,_.,,,_ REQUIRED RETE BLOCK OR CONCRETE BLOCK _ ( CONCRETE ANCHORS WALL REQUIRED ttiiiV"WALL SILL INSTALLATI(}N� f (SEE SCHEDULES ON I,1 HV WALL SILL INSTALLATION --------- POURED CONCRETE— SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED E HV WALL S1LL IIVSTALLATIC)N NOTE FOR COMBINATION OF 9Ean°"S` INS A LLAT 10 N DETAILS 1- SEE SHEET 4 FOR TYPICAL SHUTTER s E.D. = EDGE DISTANCE \j 2_ _MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) f SEE LIMITATIONS SUSE FOR Ill) H V BLADE BLADEEto ONN SHEET T 19 S IN A14Y WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) .. 1 74 j 0 2017 EASTERN METAL SUPPLY,INC.'��cs' = BERTHA HVT7., � � 1�E q O «7. ■ Accordion Shutter System d- H.V. MADE#1 W/OR W/o RV WINDOW MADE •,a' 51„file.Ja,NRGINW GAROa15,ilOfl TILLIT TESTING k ENGINEERING COMPANY American Shutter Spiel. REV.No DESCRIPTION DATE DRAWN ft M.L BJSG N.W.J61n. �O 7F'OFAssociati ( on, nc. I OLD 15-080 3/02/17DATE: OG/02/17 S5A 3716 pl, 4268 West Roads Orwe {3a5)a71-153 ona;{395)971-t530.Fax; 1 2 1DRAWING No �L ,t a-mast Gnecaoaol.aem West Palm Beach, FL 33407 3 -s611••••••""• O 1,1 ED-0o0G779 Phane: (800)432-2204 Faz: (561)209-8380 4 17-122 /ps yt WALTER A.TILLR Jr.P,E. •P.E"SOFf9ATUEfOATE FLORIDA Lie,0 44167 5 &HOF 20 CONCRETE ANCHORS ;^� POURED [—(SEE SCHEDULE ON SHEET 13) m ( H t• H 'I J OR CONCRETE- REQUHRED ``� _.... EDGE OF �i8t�1�Ita '' � uT To�GHAss� 'm' '�� , . SLAB IF CH S ThET 1901 , ;'"FCL s4H[w_E GN MIN.5EPAAAnON 1 `•� -`•��_'�• To GN55 r--•---E D.a APPLICABLE EXISTING I ` E%IsrwG -(SEE SCHEDULE ON- GLASS GLASS- GLASSY g7 i SHEET 11) t•_ I ALTERNATE-` '! 'I�-% #T 0x3/4"HEX ' •-EQ LOCATION 1I;,. �•- III ANCH WASHER HEAD III TEK SCREWS 0 OR 13 OR 15 3/8 MIN. 1z'O.G. I i ili EXI G n f-' 5-'CONCRETE ANCHORS 3/8 G 5-' TR i 'MIN. (SEE SCHEDULE ON 1 —� SHEET 13 .,rf• EDGE OF ) I EO , ED EOOE OF t LAB IF . ('xISTImu I -'n EDGE UIF H I' EDGE OF SLAB IF '' APPLICABLE GLASS--• 'II'� SLAB IF I 1/2'�t-- -1'� ( APPLICABLE MN.VEPARAGAV ,li APPLICABLE Ste/ q, E.Q.--+ APPLICABLE H EG Q TO CLAM(am `50 SM,E DY 516ET tT FLR 6%tt�Aa w' , p POURED I CONCRETE_ E.0.'F I J -'-�•� ON Stu Is Yat DOR � CONCRETE I E.D."� REQUIRED � POURED )FLAT HEAD CONCRETE ANCHORS H.•DL."'-9 ! REQUIRED E.D. FLAT HEA.CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEET 14) REQUIRED _ ___ FAV FLOOR~ !i(STA�EATION .? Cl,_H` "—` 11 TRENCH INSTALLATION FiV—CEILING IFISTALLATtONj ___ — �I1_HV WALK—OVER_INSTALLATION ._�_..._........ VALID ONLY FOR UP 70 +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4, SHEET 11 (SEE SCI I UL_5 N "«sA1zx'w i a EXtSB ' LAIN.SEPARATION SHEETS 14& 14A) f rJ+Eir n} 5 G SS-'-I I / IXI571NG EXISTING !! I TO GLASS I EXISTING J uuL sEPaanaN GLASS-i ti Si (SEE SCHEDULE 0 n: T'-- �/ C:1155--I MIN.SEPARATION ctA55 r To Plus VIII; SHEET 11) TO GLASS ; i 1 T N W/ ON s[eT I.) 1 /J 1 a mT eDILD@1c raPooN w/ (SEE SCHEDULE Oj ppfap/rOR tHREtdF-RM v 1/4^ SHEET 11) / I TE :OLd7 dH I/d'0 PCAc'Tis I 1/4" I I F MAX. f 'TTI' r� F TAPPER ANCHORS W/ },�. NRI.IMSEDtENT d 6" I f Oz3/4'HIX I ( O.C.F R UP TO 6'-0''..PAN AND I I1 w! 13 OR V ' E.D.+ III /WASHER HEAD FOR SPANS LARGER THAN 6•- LP TO V-.O"MAX APPLY -' I I TEK SCREWS E,p!' • < II L� T. EVERY #14x)/4' HEX HEAD...); 1 3/8" �,� x ® 12'O.C. - I I 1 il�. ' OTPJ AT NOTE ft 114 HEFT 1 j TEK SCREWS @ 9"O.C. , ) I .------ IV #14.3/4"S.D.S. ' r 3/8" Ij it H I Nil UIOIATRxts) .�`� 3/8' fMAX. OR 1/4'0-20 S.S. M.S. CONCRETE ANCHORS m '..___h_ +O L ale ®9"0.0. _ ___ I iIi i/4 7- SCO W/NUT Ha 9'O.C. (SEE SCHEDULE ON /1 �'___-Thr'--'^-,• •'' 11 SHEET 14 17 OR 18 }j2• 'Y$1 i 2 - ([7I,,@ i g+ 4' •+ I i•..,_..'_..../ /4'0-20:3/4•SS MS I r" ) ( -USING 1/4t-20 NUB •:' '� I \.#14x3/4- OTE #14x3/ F.H.S.D.S. - d t2"O.C. ..y. 1 7%B'�1 7/e'-�' •--CONCRETE ANCHORS SEE NOTE T3(h) ' \l tp 4'O.C. I � LxISswC NGN sTRUCIDRA4 t` 1 I----E.D. POURED CONCRETE-•i (SEE SCHEDULES ON ON SHEET 1 `'SEE NOTE 13(b) r>•; U2.`00" IN. '-WALL null(DECORATrr OR CONCRETE BLOCK SHEETS 13& 14A) POURED CONCRETE ON SHEET 1 1.• E.D. SILL} REQUIRED OR CONCRETE BLOCK ECCE OF /� POURED GONCREIE OPTIONAL) POURED) STAB IF �`.•_ HV`WAL•L FLOOR—INSTALLATION REQUIRED �• , REOUIREO CONCRETE -� _� . APPLICABLE - --- -- -- �"'* (J�HV QRADNGUARD NSTALLATION f !�4•`-'HV'"WAL"L WALK—OVER INSTALLATJO-N—) — J %dl KEYSTONEDESIGN 64 MOUNTINGINSTALLATION MAXIIAIM A.S.D.MOTE FOR COMBR4ATION OF SECTIONS: LtWtaURH'HURER SPAN 8'-O• • E.D.-EDGE DISTANCE t THHS INSTALLATION WHEN SHALL BE INSTALLATION D ETA I LS W 1 H V B LA D E {SEE SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED ♦ SEE E( AON S OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ADJACENT TO AN OPERABLE EXIT ASSEMBLY OR ENTRANCE BLADE iA 0TH SHEET t9 2- MOUNTING SECTIONS CAN BE COMBINED II _„_„_ IN ANY WAY TO SUIT ANY INSTALLATION. _J FLORIDA BUILDING CODE (High Velocity HQrriCOne Zone) 11L71�L,;:•• ••••1144'J,+� ©2017 EASTERN METAL SUPPLY,INC. •s� . �\ZENSF"•.'��'� .. � BERTHA HV7)A A 1. A KV. Shutter System o. IL EC�► .NI:. v. E�.eDE#1 w/OR w/o RV.YT1NDaN BALE American shutter systems REV.N. DESCRIPTION DATE DRAWN Bn M.L. G „a;• JTATE ; TICCIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 15-080 /02/17 DATE: 08/02/17 7• ^ 1 6355 N.W.36th.St..St,305,ViRGUIR GARDENS,FLORIDA 3316 4268 West RcOH.1s Drive 2 Phone:(JOS)871-1530.Fax:(305)871-1631 DRAWING No :_+� Rio •� t e-mail 6RecodaGl.Oam West Palm Beach, FL 33407 3 _��•••'••••- \ 1111 Ee-OW6719 Phone: (800)432-2204 . Fox: (581)209-8380 < 17-122 aWALTER A TILUT Jr.P.E. P. s� /� A URE,DATE FLORIDA Oc.#44157 5 SHEET G 7 OF 20 ALTERNATE INSTALLATION W/HV 'IT" LOCK (90). HV MALE FEMALE "To LOCKS CENTERMATES 8 _, a9 & LOCKERS 0WZ (f) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 1S INSTALLATION 6) HV BLADE OUT f---IN j MSTAX CLASS W.INDICATED 0.14 SHM 8. W/ HD CENTERMATES ATNG BLADE Q DErAdL HOD-hVD BE %Y - SED WITH THIS ALTER _� OWN IN THIS SHEET, NECTION-, DETAILS ON SHEETS 10 &IB & _Q 35, 35, .%W G"(2) 5/w IE ( i (OPTIONMAL) (OPTIONAL) Vop/BTD OTM-)& ————————3-"'-------'-'-----^------—————C�'------"--- O.C.FULL LENGHT. E 110.3/4'SAS 0 12' F_ ------ F—I_N_——————- AT EACH IN� (4)H.V. IT WARATO, "T" PIN . VHV S��P) A IM, PINS A�AA Ni o cuss LOCK (INSIDE) I= VIE 71 1 %1 ell T NS, 1 28 2" & 1/2- -IT I w' ' 31 ax )21 \goft 2 301.-(V2 1 1/2" S.S.M.SI.OUT I -A 35* 2 /1-:120 x 4 (OPTIONAL) W 78"0 x 332" WINGNUT. (opnow HQ8—HVB SEE NOTE 6 FOR Iry LOCK@. / / / OUT HDC—HVC "Y"LOCK,ON SHEET S. HV 'IT" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES — — (9 HVQ* Wl & LOCK (EXTERIOR) W/ & LOCK (INTERIOR) t SERIES 94-AVAIINU" (2024-T3 ALLOY)LARGE FLANGE THIN SHEET HUTSERT.PAW I'A"O' AS WNUFACTUROD BY AVDELCHERRY TEXrORN.PARSIPPENY,NEW JERSEY 07054 OR EOVAL - -----------'Ask-------------- 'N' lq% 3 (D SEE NOTES 00 LOCKING RDO @&He(1)LOCXS ON SAW. 5 >- rLcAnAG MADE-0 DETAl MD-M IS HDD—HVD FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY.INC. � Als' \c E BERTHA HVTM Accordion Shutter System 11LIEC0 ,Nc. A.S.S.A. H.V. BLADE#1 W/OR W/O H.V.\MNDOW BLADE All American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: ALL .7zA'-'."'�" ,P, S OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 DATE. /02/'17 A 6355 N.W.' b.St..Ste.305.MAGNA GARDENS,FLORIDA 3316 "R 68 West Roads Drive .(305)871-15530.Fax (305)871-1531 42 2 ­URIUN West Polm Beech, FL 33407 DRAWING No -61: 3 NA L ES-0006719 Phone: (800)432-2204 Fox: (561)209-8380 4 17 —122 WALTER A TILLrr Jr.P.E. Pi.'-S-J,f;t&�DATE FLORIDA U..j"167 5 SHEET 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE _-POURED CONCRETE CONCRETE BLOCK IVALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED lj BLOCK WALL REQUIRED f BLOCK WALL REQUIRED /-EXISTING CLASS -EXISTING GLASS CONCRETE ANCHOREXISTING CLASS t----I--4 I EXISTING GLASS 0 16"D.C. 1.11N.SEPARATION -j- > < �'�-2'MIN.— TO GLASS(SEE • MR SEPARATION MIN.SERAPAMON SCHEDULE ON SHEET ED Eo TO CLASS(SEE 11 FOR MADE(DAND TO GLASS(SEE TO ASS(SEE SCHEDULE ON SHEET ON SHEET 19 FOR SCHEDULE ON SHIEEF MIN.QSEPARATION 11 FOR BLADE AND 1/16'x3"MAX BLADES T& 11 FOR BLADE(DAND SCHEDULE ON SHEET 11 FOR 8LADE,1jAND ON SHEET 19 FOR (6063-TS)CONT. N 1/2' (LOCATE AT BLADES CII&Q) ALUM.CLOSER I BLADES 10&(CA) (LOCATE 1/2' r�t alp, kj" QN SIG M - I ,ON SHEET 79 FOR 13 OF SO) AT EITHER' E MIN MN ETTHER SIDE"­ PLATE. /2-MIN -4 or 4-USE I"OR 2"MAX. floxi/2*S.M'S (AS APPLICABLE)XV.1/8-4--2- V, #10-1/2"�.M S— G is"O.C. ALUMINUM CUP ANGLE Q to PkI--—-—-- (6063-T6 ALLOY)AT Ml DHEIGHT D.C. pi�--—-—- r,�\ A To(1) #10xl/2'S.M.S. 1, 4' (2)1/4"0 TAPCONS ANCHORS TO SEE D (LOCATE AT SIDE C EITHER SIDE OF'(D) WALL AT 1,O.0 \ZV DETAIL?1.) &10 R VIO R CONNECTION SEE DETAIL X FOR I L Ijl�OR I SIDE CONNECTION OR\Q& 10 SEE DETAIL X FOR-1 4' 60-9-&(2) 8)-10 TO TRACKS SIDE CONNECTION 101' TO TRACKS 100-C51-r7)-@-e- Nl­& U.. @-(D 07 @- &(D7 - 70-@-(j)-07 -@- 70 65" 03" f7)- 3. 81.a- @-@-@V-@-08-07 @-(CS- 07 -@.09 08 FJ9-03-@-@-09 Q21-CA' If-&-@-03 0�j. END CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECTION DETAIL 20 END—CONNECTION-DETAIL:3-; — /1' POURED CONCRETE OR 4-REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' z-EXISTING GLASS CONCRETE BLOCK WALL 4 REQUIRED CLASS 4 �_____________ To S.M.S-L MIR SEPARATION MIN. SEPARATION y TO GLASS(SEE 0 16'O_b' TO GLASS(SEE —-—-—-- ------ SCHEDULE ON SHEET SCHEDUJUE 0.4 SHME7 ----------- 'U. C­C8;OR 101 OR 11 FOR BLADE(DAND CONCRETE 1/2"MIN. 11 FOR SLADE(DAND --------- ON SHEET 19 FOR ANCHOR 0 ON SHEET 19 FOR CONCREI`E� BLADES OT&(CA) 12"D.C. BL-Da(1& 4 (C2)0 R @ OR OR Cl!�OR 1 ANCHOR 3 1 ED 16" MIN. MI T r, r @2 ---zT 4 ED �(6D Op�OR(-A1)OR 2"MIN' IN, 2"MIN. SEE UMLrATIONS OF USE FOR '�k ORO I BLADE 1A ON SHEET 19 (1 13 OR(!3 OR 13 5, VIEW '(2 160 KI or,C1 2j (1)C-� (C; R I R ' 0g;-0 & - 0-ob-6-6-17-3- DETAIL X @04 @-C7,1-@ CONCRETE BLOCK IVALL 70 Gs xRt�•, w END INSTALLATION REQUIRED D 6 -70 @-&(2) HV BLADE OR 1A) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTIOPI DETAIL ®•n✓a�«1�9-n3w19.6�wr�9}« yg��, D CONNECTION DETALL* FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tl it • f4el 2017 EASTERN METAL SUPPLY,INC. BERTHA HVT". -TRETE C�Omc. Accordion Shutter System A.S.&A. H.V. MADE#1 W/OR W/O H.V. WINDON MADE American Shutter Systems RCV.N. DESCRIPTION M.L. COMPANY _ DATE DpAV;U By.. TILUT TESTING & ENGINEERING COM RDA 3316( 1 OLD IS-080 08/02/17 DATE.- 09/02/17 6355 NA 36th.St,51a,305.VRGIMA GARDVIS,1-153 Inc. Pho..:(305)8,1-1530.Fox:(305)871-153t 4268 Wes{ Reach;Drive 2 West Palm S - — DRAWING No Iia .-mail:tiltec Coal.- t Beach. FL 33407 3 ............ ES-000'6719 10 WALTER A.TRLUT Jr.P.E. Phone: (800)432-2204.Fox: (561)209-838 4 17-122 SIG lyTLfRe/DATE rLoRoA Lj..#44167 5 SHEET 1 6 10 OF 20 tSCHED�E lf1 -) SCHEDULE2SCHEDULE #13 SCHEDULE #4 NOTES: (1) L+:MAXIMUM ALLOWABLE SPAN FORA ♦ SEPARATION 70 Cla55 REQUIREMENTS *. " „ MAXIMUM SHUTTER SPANS MAXIMUM SHUTTER SPAN*%+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE AS.O.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+ OR L—` (ft-) „ „ RATING. FOR INSTALLATIONS Wj L+' OR "L-" (ft.) FOR R L (ft.) INSTALLATIONS R L—' (ft.) INSTALLATIONS L-:MAX.ALLOWASLE•SPAN FOR A GIVEN (1)SEE BELOV!FOR MINIMUM SEPARATION TO NSTALLATiONS W OPPOSINGWj W NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES. & Of Of Wj ONE j & W TWO HV OR & W ONE HV LOCKS THE FIRST 30'-0" ELEVATION OF BUILDING HV LOCK 2V or�2 Or n of HD LOCK W/ O E HVE ATES. 2T & j j (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKING RODS O OR CENTERMATES & ONE HV LOCK OR OR LOCKS DR TWO OR Wj NO LOCKING SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR Wj NO OCKING LOCKING RODS ® TOP/BOT70 005 FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ODS 0 *(SEE NOTES t.tt j ONE HV LOCK � OR (VAUD FOR MOUNTING(D INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, TOP & BOTTOM ♦ SEE NOTES 1',j-� ( SHEET 7 GIVEN A POSITIVE A.S.D.DESIGN PRESSU ( OR ♦(SEE NOTES t.1 B ) MEASURED AT BOTTOM OF SHUTTER IS 3". tAluuOu CONCRETE Fc WOOD N IIDM CONCRETE do VIODD '"N.. CONCRETE RATING,DETERMINE MAXIMUM SPAN"L+` lA1xlMuu FROM SCHEDULE. A.S.O. CONCRETE&-WOOD INSTALLATIONS b ASO. INSTALLATIONS O A.s'U. INSTALLATIONS O As'0• INSTALLATIONS DESIGN DE31aN 015=4 GIVEN A NEGATIVE A.S.D. DESIGN vOEs,uNRE FT.00R CEILING PRESSURE WALL JAOUNTRIGS eRARs+vORE PRRE0.MCe FLOOR/CEILING MOUNTING PRESSURE RATING,DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE: RA1V+G / RARRG & 08 SPAN'L-"FROM SCHEDULE. WALL MOU44 ' MOUNTING T©R)) FLOOR/CEIttNG MOUNTlNCS L� •)} FLOOR/CEILING MOUNTING {+oR)} FLOOR !a!L MOUNTING MUTTER W/ONE LOCK WITHOUT LOCKING RODS L r (11) L+ (6) L-(ft) L+ (R) L-(0) L—+ (ft) L-(ft) L+ (It) L-(0) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAl TO THE MINIMUM DETERMINED SPAN 30 13•_2• T3'-2" i6'-0" 34 12•_3" t4'_9•. 30 73"-1" 16'-0' 30 f3"-2" E6'-0' SHUTTER tNSTALMETRIC L INSTALLATION WJ 35 12'-8" 712'-8" 14'-10' 35 11'-9" 13'-8' 35 12'-7" 15'-T 35 12'-8" 14'-10" BETWEEN"L+"AND "L- SYMMETRICAL OPPOSING SPAN CENTERMATES CENTERMATES 40 12'-3' 112'-3" 13'-10" 40 11'-4` 12'-B` 40 12'-2" 15'-2' 40 12'-3' 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN 105" 45 11'-17" 11'-11" 13"-1" 45 It'-1" 12'-0' 45 11'-9" 14'-3" 0.5 11'-11" 13'-1° 3 3/B"s 4"WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 i t'-7` 11'-7" 12'-5" 50 TO'-9' 7t'-5' S0 71-6 /3'-7" 50 1/'-l" 15' 7105'TO MAX.111'-4" 11'-10' 55 IO'-6' 10-11 55 11'-3" 12-11" 55 11'-2" 11'-10` FOR A GIVEN POSITIVE A.S.D.DESIGN ALLOWED 3 7/8's 4" 60 It'-1" 1V-4' 11'-0" 7i'-4" 60 10'-3' 10'-5' 60 it'-0` /2'-4" 60 10-2` 10'-11` PRESSURE RATING: S+l�� 3 "FOR HD LOC 65 10'-/0" t0'-10' 10'-7" 70'-10` 65 10'-0" 10'-0" 65 10'-9" 1Y-11" 65 9'-5" 10'-1• LI+=DETEMAX.SPAN FOR WALL MOUNTING USE MINE: s SNDICATE 2 ED VALUES FORK CEtYfERMATESP 70 10-6" W'-6' 10'-2' 70'-6" 70 9'-8' 9'-8` 70 10'-7- 11'-5' 70 8'-9' 9-4' INSTALLATIONS. 75 10'-1" 10'-t° 9'-10" 10'-1" 75 9'-4' 9'-4' 75 10'-4" 11'-1" 75 - 8'-9• MOUNTING MAX.NGSPAN FOR FLOOR/COLING MINIMUM SEPARATION TOGA N D MOUNTING INSTAttATiONS. gp g'_tp" g'_g' 9'-T 9'-10" 80 9'-0' 9'-0" Be 10'-0" 10'-9" SHUTTER W/ ONE LO &T1Y0 LOCKING RODS OR 85 9"-6` 9'-6" 9'-3' 9'-6" 85 $'-9' 8'-9' 85 9'-9' 70'-5" FOR A GIVEN NEGATIVE A.S.O.DESIGN WITH ONLY TWO LOCKS PRESSURE RATING: 90 9'-3' 9'-3" 9"-0' 9'-3" 90 8'-6' 8'-6" 90 9'-5' 10'-1" DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9'-0" 8'-9" 8'-9' 9'-0` 95 8'-3' 8'-3' 95 9'-2` V-10" L7-=MAX.SPAN FOR WALL MOUNTING' SPAN SYMMETRICAL OPPOSING top W-9` 8'-4" 8'-6" 8'-9" 100 8'-1' 8'-7" IOD 9'-0" 9'-7° INSTALLATIONS. CENTERMATES CENTERMATES L2-= MAX.SPAN FOR FLOOR/CEILING 105 8'-7" T-17" 8'-4" 8'-4" 105 7'-il' 7'-11' 105 8'-9" 9--4" 105' 110 8'-4" 7'-7" 8'-2" 7'-11" 110 7'-8" 7"-7' 110 8'-7" 9'-2' MOUNHNG INSTALLATIONS. OR LESS 2 3/4"�� 3 3/16- 105 MAXIMUM SHUTTER 115 8'-2" 7'-3" 6'-O" 7'-7" 115 7--6' 7'-3' 715 8'-4" 8'-11' SPAN "L+"OR"L-'FOR FINAL MAXIMUM ALLOWABLE SPAN IS EOUA 7105`TO MAX 3 1/4",•• 3 1/4" 120 8'-0` 6'-11' T-10 7'-4'" 120 T-4" 6'-11- 120 8'-2" 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "L1+ 'L2+", ALLOWED 125 7'-10' 6'-8° 7'-8" 7'-0' !25 T-3" 6'-8" 125 8'-0" 8'-5" SHALL BE LIMITED TO 105 LI-"AND Lx-" '*` USE 2 15/16"FOR FIV T"LOCK(g W/ GDT. DESIGN LOAD, sr• 730 T-8" 6'-5" T-6` 6'-9" 130 T-1' 6'-5' 130 T-10" 8'-1" (4) CO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/8`FOR HV 'T"LOCK 0 W/ 5 135 7'-7' 6'-2" 7'-4' 6'-6" 135 6'-11" 6'-2' 135 7'-9' 7'-9' MAx9.iOM ALLOWABLE SPAN Arlo NEGATIVE USE INDICATED VALUES FOR HV CENT MATES, TO 140 7'-5' 5'-11' 7'-3" 6'-3" 140 6'-10` 5'-11" 140 7'-7" 7'_6" RETE DESIGN PRESSURE RATING CI DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 745 7'-3" 5'-9" 7'-I" 6'-0" 745 8'-•8` 5'-9" 145_ 7'-5" 150 T-2" 5'-7" 7'-O" 5'-10" 150 6'-T S'-7" 150 T-4" fl-O" CONCRETE&UArISORY W1000 155 T-0' S'-5" 6'-10` 5'-8' 155 6'-6' 1'-5' 755 T-2" "H.V. CORNER CENTERMATE#3 MAY BE 1806-11 5-2" 6'-9" 5'-6' 160 6'-5" 5'-2" 160 7'-1' SED AT ALL MOUNTING INSTALATIONS. LOCKING WALL A, B, C, D, E, M, N,0,P.0.R, 165 6'-10' S'-t" 6-$" 5'-4" 165 6'-3' S-t` 165 7'-0" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S k V. T70 W-9" 4'-11' 6'-7' 5'-2" 170 6'-2" 4'-11" 170 6'-1 l" MANDATORY CONDITION#2 NOTE g5, SHEET 5, FLOOR/CEILING77S W-7' 4'-9" 6-5 5'-D" 175 6'-7" 4'-9" 175 W-9" G, H, I, 11 + J, T, U, W& X. 180 6'-6' 4'-B" 6'-4" 4'-10° 180 6'-0' 4'-8' 780 6'-8" $-10 `t EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR"L-"AND MAXIMUM AS.D. MOUNTING M 185 6'-5' 4'-6" 6'-3' 4'-9" 185 5'-0. 4'-6" 185 6'-7" 5-8" DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: / / 190 6'-4' 4'-5" 6'-2" 4'-7" 190 5'-10' 4'-5" ISO 6'-6' 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.s.f. ( I J H Y BLADE 195 ,6'-3' 4'-3" 6'-1' 4'-6' 195 5'-9' 4'-3' 195 6'-5' S'-5" AND 8'-0' SPAN. 1 I 200 8'-2' 4'-2" 6'-0" 4'-5" 200 5'-9" 4'-2' 200 V-4" 5'-3' SE£ MOUNTING(2)ON SHEET 7. 205 6'-0` 4'-1" 6'-0" 4'-3' 205 5'-8' 4'-1' '20S 6'-3" 5'-1" FLORIDA 8UILDiNG CODE (High Velocity Hurricane Zone) 71t1f11��CCt A �tE�.��� ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM I — A.S.S.A. Accordion Shutter System C O N a. H.V. RADE#1 W/OR W/O KV.WINDOW BLADE 7 L TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAVIN DY: M.L. 6355 ox.36th.SG,Ste.M.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. i OLD 15-OBa /02/17 DATE: 08/02/17 "f3 5 a T Tr Dr West Roads Drive+-E- -•-�- 1 Phone (305)871-1530.Fax:(309)871-1531 4268 Wes2 tl' Q',i o-matt•ti0eco4ao6cem West Palm Beach, FL 33407 DRAWING No 3 y�s Q ...... �`ty4/7LS R A,TIL6719 Phone: (800)432-2204 Fox: (561)209-8380 4 17-122 1S `C1 WALTER A TILER Jr.P.E. 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ES-0006719 Ph.n.; a .. . 0�f• L�AXIA"U6' ANCHOR SPACIfvG (jg} SCHEDULE FOR A GNEDI MAX SHUTTER SPAN, A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES IBM 1.ANCHORS TO SUBSTRATE SHALT.BE AS FOLLOWS: _ _ _ ��CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. ('c-3 W) MAXIM f E WALL SILL MOL NTiNG) G CEILING 1.iDLtNTlNG} H FLOOR MOUNTING - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.T'c-3 ksl) t� ~„_ _^_ _�„„___; 1 _____ ANCHORS SPACING LEGEND _ 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) SIP00 _ st_ .D E L D sf .D 0 'GN NE L sf TAPCON VITTFH ADVANCED - t/4'a BLUE TAP CONCRETE ANCHORS trj CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT,INC.(Min.Pc=2 kst) 3D 4D 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 ZOS THREADFORM TECHNOLOGY -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY !4 12 t0 9 8 8 6 5.5 7a 12 to 9 e 8 6 6 14 12 10 9 8 8 6 8 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. ALL POINTS SOUO-SET 3'-0' - - - - - - - - - - - - - - - - 14 12 10 9 8 8 6 6 (Min.t'c=3 ksi) OR LESS 14 12 fo 9 8 8 6 6 14 12 to s 0 e 6 6 14 t2 10 s 8 8 s 5 BLUE TAP W/GP NOTAFIS).MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 16 S2 10 9 8 8 6 7 14 12 to 9 6 8 6 6 14 12 10 9 8 8 6 6 TAPPER+ 14 12 10 9 B 7 5.5 J.5 14 72 10 9 0 B 6 6 14 12 10 9 8 8 6 5 Y 3/$,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. - - - - - - - - 14 12 TO s 8 8 5 55 A2)MINIMUM EMBEDMENT OF 7/4'6 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDIAENT 14 12 10 9 8 B 5 a f4 12 10 9 8 8 6 4.5 14 12 10 9 6 6 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 8 8 5 4,5 14 72 10 9 8 8 6 5.5 t4 12 10 9 8 8 6 4.5 4 5TS ttit AtiONs OF ifiE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 t0 9 7.5 5.5 3.5 - 14 12 t0 9 8 B 6 5 T4 t2 70 9 8 7 5.5 4 RUDE BOH SHEET 19 5'--D" - _ _ _ .- _ _ _ - _ _ - 14 12 l0 9 6 s 6 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 0 7 4 - 14 12 10 9 0 6.5 5 35 14 12 10 8 65 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 8 6 45 14 12 10 9 8 6 4.5 .75 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITT OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 6.5 45 - - 14 12 fo 9 8 7.5 55 4 44 12 10 9 8 6 4.5 3.5 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 28A 6'-0" _ - - - - 14 12 10 9 8 6.5 5 3.5 14 12 10 9 7.5 5.8 3 - 14 12 10 8.5 7 5.5 4 3 14 12 B 6.5 S.5 4 3 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 112110 9 8 6 - - 14 12 iD 8 8 6.5 5 3.75 t4 12 10 85 8 5 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 B 6.5 5.5 3 - 14 12 10 9 8 65 4.5 3.5 14 12 f0 8 7 5 3.5 3 - 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0v _ - - - - - - - - /4 t2 TO 9 75 5.5 4 3 - S/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. f4 12 1O B 6.5 4 - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4, 35 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 t2 fa 85 7 4 - 14 12 10 s 7.5 5.5 4 - 14 12 s 7 7.5 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHITTIER SYSTEMS ASSOCIATION.INC. f4 11 7 5.5 4.5 - - - /4 t2 SO 9 75 5.5 4 - 74 72 9 7 6 45 3 - t4 12 10 8 6.5 5 3.5 - NOTES: 8-0" to t2 8.5 7 6.5 3 - - 74 12 8 6.5 5.5 4 3 - 125 95 6 5 4 3 - - B-1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON WITH 14 f2 9.5 75 6 - 14 t2 9.5 B 6.5 5 - 14 12 B 6 6.5 4 - - ADVANCED THRFAOFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 35 - - - t4 12 t0 8 6.5 5 - - 14 12 B 65 5 4 - - 92)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS Stall BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 9' Dv 14111-517.516 4 - - - 14 11 7 5.5 5 &S - - 11 8 5S 4.51.3.5 - - f4 12 816-514.5 - - 14 12 8.5 7 55 4 - 14 105 7 5.5 6 45 - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 0.5 5.5 4 - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3,S - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING SPALL OR FLOOR - - - - - - - - - 14 i2 0 b 5 { _ = ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICAIED ON 14 m.5 7 5 3.5 - - - f3 s.5 ss 5 4 3 - - 10 z5 5 4 3 NOTES 8.1)&9.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - - 14 115 9 6 5 4 - 2.5 95 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 e 5 14 12 8 5.5 5.5 4 - 13 70 6.5 5 4 3 - - - - - - - - - - - 14 l05 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _ _ _ _ _ 1145 9. 7 - - f4 tO.5 7 5.5 45 3 - �5 8.5 55 4.513.75 (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - 14 115 75 6 5 - - - 12 9 6 4.5 4 - - - - 13 10 6.5 5 4 - - - EDGE OtcTANGE VERCUS SPACING SQHEDULE FOR ANCHORS: 12-0"11,5 B.S 4.5 - - - - - 1f B 5.5 4 3.5 - - - 8 G 4 J - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE 135 s.5 6 - - - - 13 95 6S 5 4 - - - 0.5 8 5 4 - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 10.5 7 5S 4.5 - - - 1T 5.5 55 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, 1z 0 6 4.5 4 - - - FACTOR 10 7.5 5 4 3 - - - 75 55 4 J - - - ASN' APOON W/ADVANCED THREADFORM TECH TAPPER + EDGE ALL POINT SOLID SET BLUE TAP W CAP 12.5 8.5 - - - - - - f2 9 6 4.5 4 - - - 9.5 7 5 4 - - - - DICTANCE MIN.SPACING / MW.SPACING 8 6 - - - - - - 13 S.5 65 5 - - - - 0.5 7S 5 4 - - - - 1 V BLADE OR 1-D. 3" 4' MIN.SPACING=3 1/2" MIN,SPACING®3' 3 3/4' 4- 11 &5 5.5 4.5 - 14'-0' f0 7.S - - - - - - 9 7 45 J5 - - - - 1 5 3S 3 - - - - 'I HV BLADE W POtA'6D 0.'YNOiEIE WNCf*ii1E BAGX POUREDCONCETE CONCRETE ONE CK& P COR CONCRETE & E ELM 11.5 B - - - - - - 11 B 5.5 4.5 - - - - 9 6S 4.5 - - - - - 1 V WINDOW MN ED.v]t/2' ATN ED.-2 1/2' ATN,E0.eJ 1 MN ED.•3' IAN U.•3 1/2' MN EOv2 1/2` 7.5 _ _ _ _ _ - f2 9 6 - - - - - 9.5 7 45 - - BLADE WORKING 3' 0.90 1.0 0.78 1.0 0.84 1.0 15'-0" - - - - - _ _ _ _ ,6o. 5 5 _ _ _ _ 2 1/2- 0.81 1.0 0.67 1.0 9 - - _ - - - KS 6.5 4 - - - ' 6.5 5 3 - �N UNISON ♦ SO - - 05 8 5 - - 85 8 4 _ _ _ _ 2' 0.71 - 0.51 7 _ _ _ _ 1.5 8.5 5.5 _ _ _ _ 9 6.5 45 - - - - 1 3/4" f®4 �ae0 - - 0.43 - - - - - - - - - - - - - - - f0 75 5 - - - - _ 8 8 6 4 6 4.5 J 0.35 g,S - - - - - - 9.5 7 s - - - - e s 4 - tGt���11 - - FLORIDA BUILDING CODE (High {telocity HOTriconB Ione} 11f'Oil- tLP�:.T'r/�/N N. ©2017 EASTERN METAL SUPPLY,INC. � ..E �C '-/,--- BERTHA_._� ,� S � A BERTHA HVTM �L ECO m- A\ , , , , Accordion Shutter System H u BLADE#1 W/oR W/O xv NiNDON MADE • TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.L. `a STATIC n = S 6355 N.W.36th.St..Ste.305,VIRTIM CAROM PLOMOA 3316 Association, Inc. 1 OLD 15-080 /02/1 OAT- 08/02/17 qa `V' Phone:(305)571-1530.Fax:(305)871-1531 4268 (Vest Roads Drive 2 0-maitz titkcoenai4am West Palm Beach, FL 33407 DRAWING NO EB-0006719 3 t, Phone: (800)432-2204 . fax: (561)209-8380 4 17-122 sJry//���11` s�\\G� 1 ,YlAT.7ER A 71LLR Jr.P.E. P.E.SLA��'(§"NiIS�RFt/DATE FLORIDA Uc.ft 44157 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) ,SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE IN'STALLATIO,NNa (SEE MOUNTINGS I,J.K POUR NCRETE ANCHORS SPACING LFGFND I WALK OVEfi 6: 11 TRENCH µ4l:1 -'•-1.U.17�, _ J(�RAINGUARD MOUNTING (•©N WAiLJFLOOR A!DUNTlNG) .©7'tALLf_WALK OYER_MQUtiT1NG� Sp TAPCON WITH ADVANCED (8) IG N GA to (pst) AS.D.OESIGN NEGATIVE LOAD(p S..p IGH NEA L s 9..0 IGH NE 4T L si THREADFORM TECHNOLOGY 30 40 64 5 0 D 40 60 75 90 120 160 205 30 40 SD 75 90 120 160 205 34 44 60 75 90 120 160 205 14 12 10 9 e B 6 6 12 12 12 12 12 11.518.5 6.5 7 7 7 7 7 7 7 S.5 8 5 5 5 5 5 5 5 ALL POINTS SOLD-SET 3•-0" 14 12 10 9 8 8 6 8 12 12 72 112 112 72 I9Z 1 7 17 7 1 7 7 1 7 1 7 17 7 5 5 5 5 15 5 5 5 BLUE TAP R IESS 14 12 10 9 8 8 6 6 12 12 12 12 ID4 8 6 4S 7 7 1 7 7 7 1 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 11.5 8.5 6,5 5 7 7 7 7 7 1 7 5.5 4 1 5 5 5 5 5 5 5 4 4,-0, 14 12 10 9 0 8 6 6 12 12 12 12 12 9.5 7 6.5 7 7 7 7 7 1 7 7 7 5 5 5 5 5 5 5 5 14 12 /0 9 8 8 6 6 12 12 72 95 8 b 45 35 7 7 7 7 7 17 65 5 5 5 5 5 5 5 5' 5 14 12 10 9 8 8 6 6 12 12 12 12 LO 7.5LS 4 7 7 7 7 7 1 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 5 12 12 12 11 9 7 5 4 7 7 7 7 7 5,5 4 3 5 5 5 5 5 5 4 3 5•-0� t4 12 10 1 9 8 0 b 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 14 12 10 1 9 1 e 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 1 9 1 8 1 8 6 6 12 112 112 19.5 8 6 14.51- 7 7 7 7 7 7 5.5 4 5 5 5 5 5 IS 5 4 * SEE ANCHOR 14 12 10 1 9 1 8 1 8 6 6 12 112 IIIZI 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6•-0� 14 12 10 9 B 8 6 6 12 12 12 10 8 6 4.5 35 7 7 7 7 7 7 7 7 5 5 6 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 fi 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 0 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 9 8 8 6 6 12 12 10 8 6S 5 35 - 7 7 7 6.5 5.5 ; 5 5 5 5 5 4 3 7•-0• 14 12 10 9 B B 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 iQ 9 8 8 5 6 12 10 65 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5 S 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 BS 7 54 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 s 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - 5 5 5 5 4.5 as - - PSF A.S.D. DESIGN PRESSURE 24 12 70 9 8 8 8 - 12 12 0.5 7S 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 s 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 B 6 - 12 9 6 4.5 4 3 - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 SCHEDULE #4, SHEET 11 14 12 10 4 8 8 6 12 111 7S 6 8 .73 - 7 7 7 75 6 4S - 5 5 5 5 5 45 14 12 10 9 8 It 12 11.517.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9•-0• 14 12 10 9 8 B - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 ^ 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 65 5 44 - 7 7 7 64 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 12 0.5 7 5.5 4.5 3.5 - 7 7 5S 4.5 34 - 5 5 5 4.5 3S - 10•-0"14 12 1D 9 B 8 - - 12 11 BS 6 5 3.5 - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - 9.5 7 4.5 3.5 3 7 7 7 55 4.5 - 5 5 5 5 4.5 3.5 14 i2 t0 8 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 14 12 10 4 8 8 - - 12 10 7 5.5 4.5 35 - - 7 7 7 14 12 10 9 8 8 - ^- 85 fi.5 4 4 3 - - 7 7 8 5 4 - - - 5 5 5 5 4 3 V BLADE ONLY 14 t2 70 9 8 8 - - 11 8 5S 4 - - - - 7 7 7 55 45 - - - 5 5 5 5 4.51- - 1 1 14 12 10 9 8 1.5 8.5 5.5 45 3S - 7 7 4.5 3.5 - 5 5 4S 3,5 3 12•-0"14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 34 14 12 10 9 8 8 6 4 3 7 7 5.5 4S 3.5 - 5 5 5 4.5 4 3 14 12' 10 9 8 - 1O 7.5 5 4 7 7 6 5 5 5 5 5 4 t4 12 70 8 8 05 8 5 4 3.5 - 7 6.5 4.5 3S - - - 5 5 4S 34 3 - - 13•-0'14 12 70 9 0 - - - 1.5 8.5 6 4S 3S ] - - 7 7 7 7 7 4.5 - - 5 5 5 S 5 5 4.5 3.5 14 12 70 8 8 7 5,5 3.5 3 7 7 5 4 3 5 5 5 4 3 14 72 10 9 8 - - - 9 7 4.5 ,75 - - _ - 7 '7 5.5 45 - - - 5 5 5 4.5 4 - - 14 12 10 9 - 10 7.5 5 4 3 7 6 4 3 5 5 4 3 14 12 10 9 - - - - Lb 8 55 4 35 - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 74 12 70 B - 6,5 5 3 7 7 5 3.5 - 5 5 5 4 - - - - _ _ _ _ _ _ _ _ _ - 14 12 1D 9 - 8.5 6.5 4 7 7 5 4 5 5 5 4 14 12 10 - 9 7 45 3.5 3 7 5.5 35 - 5 5 35 3 15•-0"14 12 10 - - - ^ 10 7.5 5 4 3 - - 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 3 14 12 10 6 45 3 7 7 4S 3 5 5 45 3.5 - 14�12 70 - - - 8 6 4 - - - - 7 7 5 - - - 5 5 5 4 - - - - - 8.5 &5 4 3.5 - - - 7 5.5 3.5 - - _ 5 5 3.5 - - - - 16•»0" 9.5 7 4.5 3.5 ] - - - 7 7 7 7 6 3 - 5 5 5 5 5 4.5 3.5 - 14 72 10 ^ 6 4.5 3 7 8.5 4 5 5 4 3.5 u iz 10 - - - - - 7.6 5s 75 - - - - - 7 7 4s - - - - 5 s 45 - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11111i(7��•7lj��' ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 1 L ECD ,r,�. ■,� ,�,■■ ■ Accordion Shutter System H.V. BLADE#1 W/OR W/o KV N1 EVADE Amerlcon Shutter Systems REV.N. OESORIPTION DATE DRAWN BY: 14.1- ! • T1LLT TESTING k ENGINEERING COMPANY Associction, inc. , ALD 15-080 8/02/17 DATE: 08/02/17 6355 N.W.360.54.Ste.305.MR0INIA GARDENS.FLORIDA 3316 F1 a Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 tC1 °` a-moil:tilt-ft.l.com West Palm 8e0ch, FL 33407 3 DRAWING No �,�•.F(�i id�; t(r X11 A 0006719 Phone: (800)432-2204 . Fox: (561)209-83$0 17-122 GL p ,1 WALTER A TILLIT Jr.P.E. 4 =d£ SI�N �f OAfE FLORIDA Lk.17 44167 5 SHEET H 6 14 OF 20 • : :til, •••a ar _+t;:�'s •� ..• ilI� �i' •� ...ti :al • a7: :I•� t!!i_fa•!- IiYI{!C �it/J,!� ��•••'r_'r""'""•"".��O: O '4t'J►'W:'i�i♦ �11I �i1"JYi�iiiilitiiiii�ii�iMii'iiitill� • •• , ♦ •, .gym. � , �r7��c•wr�a;�I���:�LT-'�];. .�7�.,p �y, �j Q�.• m m.•®QitmEID� "!gym"mm�'�m]�mmm��' " LiL'•� 01[]IIFwliRslGstIllm�"IMEN �O��SaF�I .� @�70 ® IGf @ ICS@®n 6lmm pp �pp• �m�Q7ES0�[St�fL��m�>dE![S![S mIMININ IM HIMME3[ll@l�sllim�lmSltstl)Ns�olcf�oo��o©itl�NUNN" >llllnQ;Sm@dddOd 1933 M"mmimma� Kamm m mlvMMi MENRAIN Ii®PEMnnn�a I"" WO®mm�m doo�a�m SAA ®MUNK®mdapa� ��mp�pflp�pa@®mE@iO DOOa �®0�l@7w�� lEslsrimIiLs@CElElto13 MRIIS�II NEMN u� E91mmaMMM�ED rsSIm@m®Ko800iMM91MMENEmA a@mooUH : o nummvnilm ©aIBM 0 ®mowing M®mi���' a�n�m�©®veles�n�amo�a��mm©�raa®�lmlav�mmm al a oa a molr�r�rs�Qa = nln�ar� a m>Earr� as m pna p m®Ir>faanm�7mmmoroecl urvo�r©p©ppm@I�llinnaa®mmfs "mmm Blow Es W . �n�Q3��dda�o[ls»r iC10� I�aa�@m�naaa5l9M®c0a�aan >� � as vElEl�mcl m alum • aaaaocl ®Irma an mIm[®noa OiLlml�i�i naa®mR�fMIMMeL'arsolnk� I®I itlm� aaango Fe@m nn �r�nanaan aamdir�rnnaa >�r©clfae le�a®Ilvido anammannnnasnm©anoaQ mmimdaonilva�m®iIm°�Ia oai�10mllMom�o�eaao�a�®I�mi�ean®amooIm [M . anon relrarr�c� d e�ln c�»<QlanErl@I©ann aM nr�naan �Imd�000�mm voodot® ers�eL�ioo�ta�Qo�m�m�a0v0"p'S mmm= m®in oaala�o��I��oaiAlo neeirrr i �eaiilb�e�i®��r�IaPo�anO�rrcrlmolCSaaaaarOlrRelerr�r�riastsQrs�oQ�llo�mmmo�nAaaIw�mnaaa � noaimIm Qa nMHoUMaa�n @f = amadOnon@eva04�Z� � . annaan pann�a®�noo�t© aanAaaellrRsrl!a@e@ll�! �erIt ocElln@a l3s�laaann©criesl aaaaaaanna ap0od0 ��®agnmm=EnSm�ls93"moamum o®un n "moanolmmm m=m©dn� a@o �vaannasil �Qaaannn ®�®vod�Insp'r�aor�oni�Antail'llnr�eaii�as�odl�oonl a000��oaio�4ono�Aa�� �_ M • � � Maaannaa®��aaaaaa6les!!QS@s0w"MIaaanma nape pmlaa annm3mmmUS t• �Oggg �Op ��O�vOO�CS�O®nOVO®eM©S�dA®�Si�7®o00o�nm0��a�oldnap�p l ■ l 11LIECO INC. A.S.SAIIIIIII 9. 00 American Shutter Systems T11 LIT TESTING & ENGINEERING COMPANY 6355 ..�ll s' Ill.305,Mi GARMS,fLoinch 3316i Association, Inc. .r + ` ..West Palm FIL 3,54u/ ® 0�� 14A OF 20 MAXIMUM DESIGN PRESSURE RONG (gs f)AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUTTER SPANS NEGATIVE A.S.D. DESIGN PRESSURE RONG AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). u e �-r- f� SOUTHERN PINE No, SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=D.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=O.50 W/ MIN. G-0.43 W/ MIN, G=0.36 PLYWOOD DO�7Gc 0.50 Wf W/ MIN. 0=0.43 W MIN. G=0.36 1JAXIbUM SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N,UO & R FLOOR,MOUNTINGS M, N. 0 & R FLOOR„MOUNTiNGS M. N. 0 & R FLOOR-MOUNTINGS WALL MOUNTINGS .o.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X ( W & X � W &-Xi P & 0 S&Y S&V S&v M.RS01 IBAD.E SF,IIPI FAC;W ASO.TIM 1E'OW PR W EAT&iFJ)ASD.DW Owl Mw hum w ASD.CES'.41LWth Tl*•_n1lFE'wir w ASO.RVA 18'AD.E Rim PARC(y4 ASO.CM!Il MM FMG W ASD.1@3t"ME MMFE WIG OL901 I W 4 Wma FXM W,ASG 0=1 RG06T fftsstE FgM(d)ASG 05U1lwa F4i m FAN.w 30 4tl 60 75 90 05 3D 40 60 75 90 05 30 40 60 75 90 TOS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 O5 0 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 -0'OR!ES[12 10 70 9 8 6 6 6 6 6 6 6 12 t0 10 9 8 8 6 6 8 6 6 8 12 20 11019 8 8 6 6 6 6 6 6 6 5 4 4 4 3 2 12 12 12 12 72 72 12 12 12 12 12 12 12 22 12 22 72 4'-0" 10 10 9 8 8 6 6 6 6 6 6 12 t0 70 9 8 8 6 6 6 6 6 6 12 1p 10 9 8 8 6 6 6 6 6 6 8 5 4 4 4 3 1 12 12 12 12 12 12 12 12 112112 12 12 12 12 12 12 12 5'-0" 10 10 9 8 8 6 6 6 6 5 5.5 12 10 10 9 8 8 6 5 6 6 6 5 12 10 10 9 8 7 6 8 6 6 6 5 6 'S 4 4 4 3 1. 12 12 12 12 12 72 12 72 t2 t2 t2 12 72 12 12 12 0.5 6'-0• ip 10 9 8 6.S 6 6 6 6 S.5 4.5 12 10 10 9 8 5 b 6 6 .5 5 4.5 12 1D 10 9 8 3.5 6 fi 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 10 10 9 6.5 4 6 6 6 ".5 4.5 4 12 70 70 9 5 3 6 fi 6 5 4 3.5 t2 f0 10 7 3.5 - 6 8 6 5 4 3.5 6 S 4 4 - - 12 t2 t2 72 t2 12 12 i2 12 12 10. 12 12 i2 058.5 7.5 8'-0" 10 10 7.5 4.5 3 6 6 6 5 4 3.5 72 10 10 6 3.5 - 6 6 S .5 3.5 3 12 10 10 4 - 6 6 5 '.5 3.5 3 6 5 4 - - - 112 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4,5 4 3 3 6 5 3.5- - 12 t2 12 12 10. 12 12 12 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 10 7.5 4 - - 6 6 5 4 3 - (2 10 6 3 - 6 6 k .5 3 - 12 10 3 - - 66 4 .S 3 - 6 5 - - - - 12 12 12 1.5 9.5 12 12 12 10. B.5 7.5 12 12 9 10 5.5 - 6 6 q.5- - - 12 10 4.5- - 6 5,5 3.5- - 12 10 - - - 6 5.5 4 - - fi 5 - - 1 12 12 12 10 8.5 12 12 12 9.5 8 7 12 i2 8 6.5 5.5 4.S 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - 1 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 12 10 - - 6 6 - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - fi 4.5 - - - 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 14'-0" 12 10 6 5.5 - 12 7 - - 5.5 4.5 - - - - 12 7 - - SS 4.5 - - - - 6 3 - - - - 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 15'-0" 12 - - - - - 6 - 12 - - - - 5 - - - - 12 - - - 5 - - - - 6 - - - - - 12 12 21 9 7,5 5 12 12 B.5 7 6 4 12 9 6 5 4 t6'-0` 12 - - - - 6 - - - - - 12 - - - - 5 - - - - 11.5- - - - 5 - - - - - 6 - - - - - 12 72 10, 8.5 6.5 4 12 12 .1_6.515 3 11.58.5 (11� HV BLADE OR HV BLADE W/ Ifs HV WINDOW BLADE WORKING IN UNISON' -� 4 SEE VvgADONS OF USE FOR SLME VA 017 SHED 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAU.FLOOR OR SOLD WOOD SOFFIT SWILL 8E AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.O.S) If4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUitDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0=0.50(NDS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0,43(KD.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(NAS.) -MIN.1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS_ 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,t?�f A rj�✓.� ©2017 EASTERN METAL SUPPLY,INC. �,Y A ,_.,.� BERTHA WIT., z=ZE ` `� �'''� Accordion Shutter System $���7 ^fi 1 i 1 ; o -ra c. ■ ■ ■ ■ H.V. 9 ADE#1 w/OR W/O RV. WNDav BADE TTLLI7 TESTING & ENGINEERING COMPANY AmBrican Shutter Systems REv.NO 0£SCRlP710N DATE DRAWN BY: LLL i T*; Association, inc. 1 OLD 15-DBD 8/02/17 DATE: 08/02/17 6355 N.W.36th.Sl.,St..305,NRGIMA GARDENS.FLORIDA 3316 T A� 1 42b8 West Roads Drive 2 }D-�--� t PhOGe:(305)671-1534.Fox:(305)877-1531 DRAWING NO ��'., /•'� At4 e-moil:Ulte:c0®OOLOOm West Polm B¢Och, FL 33407 3 ORIO� : �( tt EB-o0D67t9 Phone: {800)432-2204 . fox: {567)209-8380 4 17-122 .......... ttt WALTER A.TILUT Jr.P.E. pg!�Stp r�NrtAkP/PAYE FLORIDA Uc.#44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD. WITH HV BLADE Q ONLY SHALL BE LIMITED TO 105.0 ppf. A.S.D. DESIGN PRESSURE RATING, SEE SUEET 19 FOR MAX SPAN & A.S.D. -I14 WITH ADVANCED DESIGN PRESSURE-RATING FOR INSTALLATION WITH BLAK (1) & 1A) WORKING IN THREADFORM TECHNOLOGY 1/4-0 TAPCON WITH ADVANCED 1 1/2'Mi..PENETRATION THREADED AREA TO TECHNOLOGY EXISTING VIOGUOLDHEADER, PENETRATION OF THREADED AREA TO I/OOR (SEE SCHEDULE ON SHEET 15) MIN.SEPAPAIION EXISTING WOOD HEADER. GLASS (SEE SCHEDULE ON SHEET 15) TO SCHEDULE O(six N 11 FOR SLADEr' OR • OR 1/4 -20.3 S.S.MACHINE SCR EXISTING _arm f-E E /4'-20 NUTS 0 12'D.C. ON US @ GLASS---� L= WALL— :'!'WALL PTICINAI FINISH .3 OR EXISTING MIN. : -WALL (9 'Z. FINISH V0 WORD NO LAIN. V, 0 ��2 n4 C." UIRED HEADER RED D \-1/4*0 TAPCON VMH ADVANCED NO HEADER REQUIRED THREA FORM TECHNOLOGY MN.SEPARATION W/ I 1)1/2� Min.PENETRATION GLASS---I To GLASS(SIX Mith SEPARATION x4'CONT.SILL TO GLASS E REO'D. OF THREADED AREA 0 11 FOR BLADE I STING �—(SEE SCHEDULE— MIDWIDTH OF WOOD PLATE. 0 OR OIA5S-1 ON SHEET 11) (SEE SCHEDULE ON SHEET 15) R 01A —A- HV WALL HEADER INSTALLATION ('")HV WALLHEADERINSTALLATION V WALL SILL-INSTALLATION 7! MIN SEPARATION 0 G ISTING MIN.SEPARAT ON MIN.SEPARATION TO GLASS LASS 'r—(SEE SCHEDULE TO SCHEDULE— I 'z TOGLASSEXISTING 11) EX ON SHEET 11) R 1/4"0-20x3/4" 1/4-0-20x3/4-S.S. MACH !v'7 Ij1/AC'NE IS I f , 0= �-2 I NUTS I 2 CONT. (SEE SCHEDULE ON SHEET IN PLATE ON SHEET �'ws� ,2" &S.S- E SNE WALL 12-O.C. 12"O.C. FINISH K-1i - � @ OR(8 CR a R rJ 73 OR Y L-E E 2"x4' I L PLATE E ED- in. WOOD REO'D. I'Min.- .46 • 1/'0 TAPCO14 WITH ADVANCED 1/4-0 TAPCON WITH ADVANCED TH4 R EAD FORM TECHNOLOGY -1/4- TAPCON WITH ADVANCED THIREADFORIA TECHNOLOGY THRr!ADFORM TECHNOLOGY Nor 2%.4' .7, W/ 1 1/2*Min.PENETRATION W/ 1/2"Min,PENETRATION OF Mi..PENE11-110H OF AL '/2 THREADED AREA INTO PLYWOOD. W 1-SEE SHEET 4 FOR TYPIC S LL PLATE THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. OF THREADED AREA 0 (SEE SCHEDULE 0 N SHEET 15) RIEO'D, --WALL JAIDWIDTH OF WOOD PLATE. EXISTING I (SEE SCHEDULE ON SHEET 15) -MOUNT1 G SECTIONS CAN BE AIN.2.4'S�� 2 N WAY TO FINISH (SEE SCHEDULE ON SHEET 15) COMBINED IN ANY% 1/2-MIN.COX PLYWOOD REO-0. 0 16'O.C.MAX'REDID. SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2.MIN.Cox�� 11VALL FINISH IXISnNO MIN.2x4"STUDS 0 16'O.C.MAX.FI STUDS 114 ACCORDANCE WITH PLYWOOD REO*D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE ®HV.WALL SILL INSTALLATION a Ll I@ATIONS OF USE OF 2322 OF THE F.B.C. V if ItZI)I INSTALLATION— I ABE A ON SHEET 19 Z"'1;)GLT0L'SILL INSTALFLORIDA BUILDING CODE (High Velocity Hurricane Zone) ©2017 EASTERN METAL SUPPLY.INC. V BERTHA HVTM Accordion Shutter System ""r'com.. A.S.&A FiL E FLV. MADE#1 W/OR W/O H.V.WNDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. �7T TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD I6-080 35/02117 DATE., 01I N.W.Jath,St„St..30%MOM CMDENS,FLORION 33tti —Pnona :(305)871-1530.Fax;(305)871-1531 4268 West Reads Drive 2 11 -61:tilt..C-Loorn West Palm Beach, FL 33407 3 DRAWING No ............ EB�0006719 Phone; (800)432-2204 . Fax: (561)209-83 17-122 it WALTER A.TILLIT J,P.E. :­ ,I P D FLORIDA U.. 44167 5 ET 6 1lf 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 9 HV+ BLADES (AS APPLICABLE} MAX. SHUTTER SPAN L+ OR L— FOR iNSTALLAT1 NIS INTO WOOD WITH HV BLADEIn ONLY SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH 7— r-'.4"0 TAPCON WITH I. I­EO EO 2'MIN. ADVANCED THREADFORM 4 11 -EDGE(IF APPLICABLE) 1 1/2"Mi., (Min.) rxISTING— TCCHNOLOGY w/ WOOD EAM REQUIRED. PENETRATION OF THREADED STRUCTENAL ADEQUACY AREA TO EXISTING WOOD 0 20 ,S OF EXISTING WOOD BEAM 3/4 EXISTING WOOD HEADER, 1/4" 1 BE CE"11D BY r. TRUSSES OR (SEE SCHEDULE HEET 15) PHILLIPS TRUSS REGISTERED ENGINEER OR ED E PARER 0 24' AACH114E SCR S ARCHITECT PRIOR TO ON Sl Mi-j- 114 -E0_1 E ,._20 SHUTTER INSTALLATION. REQUIRED • VI/ 11/4-20 NUTS D.C. ® 12'D.C. 1/4-0 TAPCON WITH ADVANCED THREADF6RM 1/4"M...THK, OR EXISTING SOFFIT TECHNOLOGY W/1 1/2'MIM 257' PENETRATION OF THREADED F-EO ED 1"x4"I,1/8"CONT.ALUM.TUBE r, AREA TO EXISTING WOOD SEAL' 0 S. (6063-176 ALLOY)W/ Max. (SEE SCHEDULE ON SHEET 15) I-EQ '\-OPTIONAL O.C. -0 LAG SCREWS TO 4,j I or @ or @ EACH RArrE OR TRUSS. LOCATE O=LAG I I (0,or @ or @ SCREWS AT M DWJDTH OF EXISTING WOOD SCREWS L__ EXISTING t IN 2".4' F II MEMBER,(2" EXISTING WOOD WADTHH EXISTING—i. HEADER REO'D MIN,SEPARATION OPEN HOLE,AT EACH—, /'.Mi.,PENETRATION OF I i STUD TO ACCEPT THREADED AREA.VAUD FOR CLASS I! TO CLASS I (SEE SCHEDULE ON SHEET 11) 1 EXISI 114STALLATIONS WITH 72 psf AT CENTER OF TUBE MAX.A.S.D.DESIGN LOAD AND GLTIANG I t 5/16-0 LAG SCREW SS Lot S91APAPON tj I I 1 9'-0*MAX.SPAN,THIS TO CLASS(ME I a.SEI'MAMI HINSTALLATION IS ONLY VALID somuz at FOR WOOD W/MIN.SPECIFIC HV WALL HEADER INSTALLATION it FOR BLADE EXISTING -9 =40NT6 71, all 9w 197CR GLASS----j I I Ye'BLADE GRAVITY OF 0.50 AS DOUGLAS �2; F UT14 FIR OR SO ERN PINE No.2. R EQUAL !_ SHEET 11 FOR TYPICAL SHUTTER ASSEMBLY, OR I,.,.SECTIONS CAN BE COMBINED _�11111-3-11 .0 SUIT ANY INSTALLATION. CEILING INSTALLATION BY CEILING INSTALLATION ArN.SEPARAW4 OR SEPARATION T TO GLASS(SEE CLASS i To SCHEDULE IMIN,SEPARATION w MIN,E EXISTING I I(SEE ON SHEET 11) OU E ON 11) EXISTING (SEE SCHETOLG GLASS', 'ATM GLASS 7 I ALTERNAT I ANCHOR EXISTING CXRGN t GLASS 2-.6-MIN.WOOD FTNIS .1/4'j -ER HEAD TEK 7 #10 3/4"HEX //-DECK REQUIRED 19 Mox. I @)+ VIAS� (NO FINISH ALLOWED) 2*x6*MIN.WOOD OL SCREt 12*o.c ECK REOU R - OR@ I ED(NO _7—EDGE OF DECK U13 FINISH ALLOWED) 1 2' — IF APPUCA13LE 1/4'0 TAPCON WITH PHILLIPS TRUSS HEAD IF APPLrABLE I",EDGE 1/4-0 F.H.TAPCON WITH WITH EQ E0 1/4"0-20X3/4"S.S. EDGE OF DECK — OF ADVANCED THREADFORm-Min. THREAD i 2"MIN.'. 2 MIN. ADVANCED FORM MACHINE SCREWS TECHNOLOGY W/ 1 1/2 /4- L J1tNtIitA...N-THREADED TECHNOLOGY I N DECK IF jl�.IR 1/2"Mim w/1 1 -20 NUTS _2"MIN PEIIETRATIoN FADED 0 2'O.C. APPLICABLE AREA 0 MIDWIDTH OF WOOD 2,LL 1 4NOLOGY LATE AREA 0 MIDWIDTH OF WOOD 0 TAPCON WITH ADVANCED THREADFORM TE PLATE PLATE. VJ 1 1/2 Mi`PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) E SCHEDULE ON SHEET 15) SEE E IF I 2 LADE SHEET 19 HV WALK—OVER -Imz­ Us (,X S INSTALLATION CHV WALL SILL INSTALLATION O HY !�00! ZINS ALLA N I I igh elocity Hurricane Zone) 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A Accordion Shutter System /Ti7LEc o A.S.S..A. H.V. MADE#1 w/OR w/O Kv. wbow BLADE SCRIPTION DATE JORAWN BY: M.L. Shutter Systems REV.No DE TILLIT TESTING & ENGINEERING COMPANY American Association, Inc. I OLD I5-080 38/02/1 DATE, 08/02/17 6355 N.W.36th.BI.,Ito.303.IVIAGNA WDENS.FLORIDA 3316( ph.n.-(.305)971-1530.Fax t(345)671-1531 4268 West Rods Drive 2 -61:tilte"Ouol.... West Palm Beach, FL 33407 3 DRAWING No ES-0006719 Phone: (800)432-2204. Fax: (561)209-8380 —4 --d 17-122 WALTER A.MLUT Jr.P.1E FLORIDA Do.#44I 67 5 SHEET 6 17 OF 20 GENERAL L,IMRATIONS AljlGONDRIONS OF LISE FOR BERTHA (l)W SLADE ACCORDION 'Z.,vW CIM 4,1 UNISON WITH HV WINNW-BLADE-W 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 P.s.f. A G f 1 `^f 2.MAX SHUTMUt SPAN:96'. III 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS If 4 ONLY MOUNTIRNAG�S� ATES01 2F�&AE'fWf2I2CONN.SHEETS/6}&172 {35)Ef AfUSTA ABE I`7NCLUOEQ OR O OtH T OSING EXTERIo TOUT[NACl3E OACCESS SIDE F 0 POSING CENTERMA E. 18 a S.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS t y (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP.EA END + 11 / {e}MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF FTV WiN00Vi BLADE to s .,,rl ''' OF ANY 3'0 HOLE FOR®SHALL BE 121 MAx.S "ID.W. m f+1 t•t (_') [_•j (,'} (,") (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY 6E HV ALLOWED AT HV +� u .,�J/ �y(' 1.! 1L WINDOW BLADE WINDOW BLADE 1 KUST (THROUGHOUT SHUTTER'D)HV WINDOW BLADE(9 SLDTH. BE USED ALTERNATE TO A SOLID MV BLADEi� SII 1,j 1L 3t 3C ifi Y 3t+ (E)C ERMATE5 SHALT.ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE�1 AT EBNER SIDE OF THEM. qq (F)POLYCARBONATE HV VINQOW�4 SHALL BE INSTALLID 54 TABS FACE Q3 THE INTERIOR OF 7HE OFENING BEING PROTECTED.tiV VINDOWR(i�4j)tMUST BE SEE END 2E ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. CONNECTI0.0 / " d T•) INC. QETaLS ON SHEETS 0 FULL HEIGHT. r B3b4 6. INGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILD P P 1 &2 ABOVE). cam„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE: C (SEE PLAN FOR REQUIREMENTS) ,(;� (�1 /� D H .✓ TYP TOP&BOTTOM W 12 gll�-(f)t� SHUTTER SPAN MINIMUM SEPARATION TO GLs6'si NUMREO VAD `J 96"Max. 5' ELEVATION MM SWARAnua TO GIA5S EXISTING GLASS SEE Sxl'iEOLlE Qu Si{FET 72 FOR&1'OEQz ='=- — AAD ON iH5 SHEET FOR&ADE✓Q&IjA j -_2S�..,�____________ ___».________ I 5 ` TY ` \ / f R 1 z1, ay i as, i �� T P. wtM(241 OR 5 AND MATES 211 2L^7 `' f / vma nw W/0'iSJS(SENOTE (2 "' „ �, TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* FLORIDA 6UILDING CODE High velocity Hurricane Zone) 1f,r 4� A. T/4 . O 2017 EASTERN METAL SUPPLY, INC. ,,T) ��� ••••„ j� "- BERTHA HVTM !L E C-0i n , ,� Accordion Shutter System H.V. GLADE 1 W/OR WJO N.V.WNDOW aADE American Shutter Systems REV.No DESCRIPTION GATE DRAYAA 0Y: M.L. STA TILLIT TESTING & ENGINEERING COMPANY t `` :•' STf{7F{)F 8355 N.W.3616.SL,Ste.303.VIRGINIA GARDENS,FLORIDA 3318 ASSOQIatiOn. Inc. f OLD 15-080 8/02!17 DATE; tlB/02/17 4268 West Roads Drive 2 7 p R A4 Ph...;(305)871-1530.Fox:(303)871-1531 West POIfri Betich, FL 33407 DRAY{(NG NO Y{.'•,••G�iT�1A o—mail:LTtecogaoLwm 3 q�7 .f�f�f !P ..,.• tl EB-0006710 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 /—!GG tS 0 ttl WALTERBA*TrcuT J1.P.E. 5 SHEET P:e- ' Rw g tfiA4E FLORIDA Lia Q 4007 6 19 OF 20 END INSTALLATIONS J ) HV & 1A HV* BLADES INTO 2"x4" MIN WOOD STUDS, 2'x4•MIN, WOOD STUDS. Z4'0 TAPCON WITH ' (AS APPLICABLE) \ 1 ,r�ApVNICEO ThIREAOFOftM ` /\ 2'z4'MIN.WOOD - ,-_• 2"z4'MIN. \ / :i TECHNOLOGY ftW BUILpE% \ / J/ STUDS REO'D. 1 L� .-WOOD STUDS. \ / / ANCHORS 9 I'O.C. \ / (As APPLICABLE) I % / sruos alau000 \\ i V//1 III• FlNISH\ .: J PAN.THREADEDO PENETRATION INTO STUDS OR 7/2' EXISTING GLASS- THREADED I �•)l s• •I `1\ t L/ I t\ IJ / I1 �FiN/AISLHL PENETRATION TO Ile COX � PLYWOOD IF NO STUDS EXIST. /t \` EXIMIG GLASS �\ /-EXISTING GLASS if i ..-,l T ..S/ //// / I /,4\\ �/\ TING GLASS _ T T/2"} COX I \ �T- Ed EO rTO LUSS 7 . _ P HOOD. 4 I v / I I ' ( II + 1/Y MIN.COX IAN SEPARATION ,x IAN SEPARATION MN.SEPAWx. SOIEOUE Oft Sf✓gT PLYWOOD. / TO MISS(SFE TO GLASS(SEE I/Y MIN.cox TO GfASs(SEE It FOR ELAOE " 7/16'x3• 1'lALLJ t 504EDULE ON SH[ET 50iMUL.E ON SHEET PLYWOOD. I I sCFO"OIAE OV 94;ET CN 6HCEF 19 FDR + vff,,IOXI/2 (6063-T6)CONT. FINISH L1/2•MIN,COX it FOR 6UOE+DAN" II FOR MAY(L)AND i/2• 77 hLYi OIAOE(D AND �&® I ALUM.CLOSER PLYWOOD, ON SHEET 19 FOR VIAII OV SKEET 19 filR 9N SHEET 79 FOR IN. PLATE.(LOCATE 1/2 EIAOE9 t)}6:Ch1 FINISH 1 amm Q1@ AT EITHER 510E MIN + X I•oR 2'.,.. 1 OF®) I( ! 9s xvewOcayz;tJa•=n-z' ( i 'S.M.S. i f - OI fi O.C, 1)10:1/2'SM.S. �- TT 4 &r(tm�IJz•sxs tOlal�r 916 Q.C. l -�"• 1 (I)Its•o TuccvS O,iT I 4 n.wnr�v aCOoc. (�., 5 A (¢ A I rr+tuu> 4 aalo�u EE DETAIL X FO1 OR'LD'� r mxm so SIDE CONNECTION ' SEE DETAIL X FOR 1 1 OR TO TItACKS SEE DETAIL f(�j a.a'��4v©•�7 vUvf:�F�. im ` SIDE CONNECTION �� �t�eJ6•Ca6�,�ya�;Zp,+. SIDc CONNECTION `�' \�`"L3"^•®'Qa6C,J^•']OJ•3,3'°' ��'t3'0' 1•/�.°'�.�•l'7v.� - TO TRACKS 07)w{®1:..'•( mV4-jo-�s tLJ•V.?•'°' 0"V.,f-Ow TO TRAdKS (i1JO�• a�j, Sc,i��. v ll•�•n�°'4;J•V•�" 6 J •3r-I O•(w5 O•�'7v5 7 fi� Laa mC6?i Q O CD� @•,@a ,�,ap.�,n •>�a a{e�. d l:t.�alr9.•L�m�W1s �+•�lw`3..'li"'v!'TJa 0,,12.e,rs•.•�ayq,ry O.�>pJ•�3,+a�5•�1 END CONNECTION DETAIL END CONNECTION DETAIL(l) END CONNECTION DETAIL CO, END CONNECTION DETAIL 1/4.0 TAPCON WITH 1/4'0 TAPCON WITH !.-GAS IG 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• E%ISHNG G ADVANCED THREMFORlA ADVANCED TNREADFOR11 / TECHNOLOGY NW 9UIOI'I TECHNOLOGY BTW BUQDEX 2'x4•MIN,WOOD ANCHORS V//i I/2'MIN. ANCHORS W/1 1/2•AIIN. THREADED PE44EMTION THREADED NENETRATION ' gioxt/2•S.M.S. MN.S'PARATIOY ® SEE LIMITATIONS OF U701lSN.SBrAR4nCN SNDS REO'0. I ORO 6NO5 Q 12'O.C. uR0 STUDS 972•Q.d. 916 D.C.-� m�S(EE t'1 4 U BLADE(1A)ON SHEET 1 TO GLASS(SEE ;'; 1/2'THIN. C 11 FOR ELME(�UANT1 � li FCR BIlOE IQA1D �, I--•'—�'—� U DEET 79 FOR I J i ` l 1�, rJ' OVDc.r 01 8QA i - �11 \ / \ r•t//-/ L,. /fes"' &ADeS C)k _--_-- 1— .,(DCRCSCR�OR �•� �; ` �` '� ';( 1 : _wN. �•, �i =-_ -^ 1---��_ (17�ort 3oRtdleR� i'1„}OR //j� \% O ig-- 4 (DOR J� // I -' Ja a®+�vl�vU• v GVIA."NISH 2•x4-MIN.WOO W"'_/ VIEW Y r-10!•d,,S��•�}•a�7•�a DJ STUDS REd`D. FINISH `p.ySv¢:f•Q'v V7••ISSv KLAN @•aaa(s'.asla0� DETAIL X END CONNECTION DETAIL (13I END CONNECTION DETAIL �(2) �✓ FLORIDA BUILDING CODE (High Velocity FtOrricone Zone ,•,�\��tt.,•,•••��` ©2017 EASTERN METAL SUPPLY, INC, BERTHA HVTM IL ECO ;INC. A.S■S.AI/ Accordion Shutter System — H.V. RADE##1 w/OR w/o Hv WNDOW BLADE / American Shutter Systems REV.NO DESCRIPTION DATE DRAWN E0 N. .a S OF .Y TILUT TESTING & ENGINEERING COMPANY ¢3 ,�. \ Das N.W.Dfilh.sl.Ste.305.VIRGINIA GARDENS.FLORIDA 3316Association, Inc. 1 OLD 15-080 /02/17 PATE: 08/02/17 \\ Ph—:(305)871-1530.Fax:(305)871-1531 West P Wast Roads Drive 2 �'�.'+•'•.,•OR{�P;•: tr tt\ o-mall:5Rac0o00Lcom WestPalm Beach, FL 33407 3 DRAWING No s�� '•••• �\tttt ES-0006719 Phone: (800)432-2204 . Fax: (581)209-8380 4 7-•{22 ((JJt� g� WADER A,RLLR Jr.P.E. P.E:•SEALGNA1}�jREfDATE FLORIDA Ue.#44167 5 SHEET 6 18 OF 20 REOUIREO MINIMUM VAR1E5 INSTALLATIONS 4V.,-Z n HV BLADE & HV CENTERMATES 21 0 -12.000"Max.r Min.ASTM,A-6533 GRADE 40 25-THICK "Max. * h5). 083" ,Tn, Mtn.0-60 G4LV.STEEL I 436 INTO METAL STUD WALLS m5 0, METAL STUDS AT 16"O.C. t ____-___ ®6 O.C. 4O 41 0• /r' o -------- 1/2• / �. 47s" 4"p NOMINAL w w 1 r I C- , 38 GENERAL LIMITATIONS AND CONDITIONS F USE ALUMINUM SLEEVE ,. �j 72 FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY LREOUIRED MINIMUM I Min. J -'43a I I •� • SYSTEM INSTALLATION TO METAL STUD WALLS o S 3/4'x 6 1/b-x 0.035-TriiCK Min,i 43C r ®6.O.G may.—i ' 1 SEPARATION TO GLASS SCHEDULE '�`+ 3Ma 0" CONT.CALV.STEEL TRACK CHANNEL., j ASTIR A-653 GRADE 90 Min.G-60 16•o.c. 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f. GALVANIZED FASTENED 10 STUps , E>nsTING FINISH ' r, j a MINIMUM vrl(2);76xif2•TEK SCREWS ON r AS APPLICABLE I I In INTERIOR INTERIOR&EXTERIOR FACE I I I 2. MAX. SHUTTER SPAN: 84" SEPARATION 43c LENGTH + ," I MIN.SEPARATION yf i ' TO GLASS EXISTING Goss To CLADS i I {DEE SCHEDULE) 3. ALLOWED MOUNTING: MS ON THIS SHEET, 3 1/4" 1„/4°0•^20X3" BOLT -43 ( -) `v 4. ONLY ENTERMATE 21 W/ 24 HV LACK ARE ALLOWED MUST PENETRATE 43c 1" I -EXISTING F1141SH ' m i AS APPLICABLE ' I O WITH 21 ARRANGED A 5 METRICAL LAYOUT. t 371" REQUIRED MINIMUM 1 ®6"O.C.� ,I I , 1 J USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE ,YSo" .050" 1 3/4-x 6 1/4•x Mon'THICK Wn.i I CONT.MV.STEEL TRACK CHANNEL,I 43c } 430 ,i i �_.-� INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF I r ----T� ASTIA A-653 GRADE 40 Wn.a-60 , GALVANIZED FASTENED TO SNOS 1 4 G"O.C. CENTERMATE. '�"-I---• � W/(2)J6.1/2'TEK SCREWS ON I I I INTERIOR&EXTERIOR FACE I .1 In 1/4"0-20 THREADS Min I, - I 'k')` BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C "0 LCCONSTRUCTION ta. ' � wi I --- -___ 1/z" 72 � � CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD R'x I 1O MINIMUM w MIEs 43b 6-x , ,/rx 0.035^THICK c� s" D.C. COMPONENTS Min.ASTM A-653 GRADE 40 Min.0-60 GALV.STEEL MS WALL HEADERISILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE: 3/8'- i- METAL STUDS AT 16-O.C. I (TYP.TOP&BOTTOM) ,A VA__--vA__- - - _ --,--_-- ..._7- 1 3/4"x 6 1/4%0.035-THICK Min. C-•---^-- -- -- -r"" - T --T-- CONT.GALV.STEEL TRACK CHANNEL. ZEXISTING GLASS ., - _ - - - - ' I '" - ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS SYMMETRYCAL 1 SYMMETRYCAL L I �� vr/(2)#6x1/2"TEK SCREWS ON i I , I i - MON. SEPARATION VARIES INTERIOR&EXTERIOR FACE CENTERMATES W1 1TO GLASS 2CENTERMATES W/ (SEE SCNEpULE) Moir,EXTERIOR ACCESS SIDE 1 INTERIOR ACCESS SIDE--------- ----- --- --- ----- - ---- ------ - - ------ --- i MON.SEPARATION l0 CLASS I N 3 M N. EPAPAT DY To IN - I _ - __ __ W/II451D'c LNC(SEE pmDA 5"Mn.)! 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BLADE#1 W/OR W/0 KV WINDOW SDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.Na OLD 15nOH DATE DRAWN 8Y: M.L 6355 N.W.36th.SC,Ste.1pS.VIRGINIAGAR6EN5,iLORIpA 3316 Association, Inc. T OLD i5-Dap 6/02/17 DATE: os/pz/n 4268 West Roods Driva 2 11 Phone 1(3DS)8West Palm Beach, Fl 11407 7,-1530.Fox:(305)871-1531 DRAWING NO _ + ,s a-mal tittecopod.com 3 ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 WALTER A.TUR Jr.P.E. 5 SHEET P.>''9fAL/StGNA"WRE/DATE FLORIDA U..6 44167 6 20 OF 20