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1/28.A2019 Florida Building Code Online 'a,� �..lrt`. �ti. (t pi i-.f"LfY �e"v;l s9P #ci 1 �1�'� ��,�'r i•' .i �l: ra���.� � ._�...�.... .... . ....�...._-,—____ ......., _....<...._...•_._._r._ ,. _.. __.....- (� F�!•��s� 'rte..�4..s.,F 31f._.,-.7D... ��w,.�-.'•7 BCIS Home Log In ! User Registration 1 Hot Topics Submit Surcharge i Stats&Facts ' Publications Contact Us ? ,BCIS Site Map Links Search dNr i,ECEIVED f Product Approval USER:Public User SUN 0 4 2019 Product Approval Menu>Product or Aopllcation Search>Application List>Application Detail Permitting Department St.Lucie CoLmty FL# FL1850-R11 ' Application Type Revision Code Version 2017 r Application Status Approved i j 4 Comments Archived ! Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive i West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com j i Authorized Signature Bill Feeley Irodriguez@easternmetal.com I Technical Representative Address/Phone/Email Quality Assurance Representative t Address/Phone/Email ; Category ' 9 rY Shutters ; Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received } i , Florida Engineer or Architect Name who developed the Walter A.T!Ilit,Jr., P.E. Evaluation Report E 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.PDT IT F ®+ Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 No v ASTM E1996 2005 ASTM E330 2002 r TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code �ttps://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs9°/a2f%2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 1/3 1/28/2019 Florida Building Code Online r 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# —I Model,Number or Name �Description — '1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and j (HVHZ) Drawing# 17-103 I retained by tracks to provide hurricane protection, 1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. s 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 i positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports, one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.,. loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF w Created by Independent Third Party: Yes 1850.2• Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top i (Combo)- HVHZ-Drawing#17-102 and bottom)for storm protection i 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 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. i 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 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. ............ '�, .._.-. ._�._.. -.-.........--- __.._.__...._.........._............—T—.......-.. ---......._ 1850.3 rCha HV Accordion Shutter- e Extruded aluminum interlocking blades retained by tracks(top j 1 Only(HVHZ)-Drwg#17-122) and bottom)for storm protection j Limits of Use Installation Instructions i Approved for us n FL18SO R11 II AMERICAN SHUTTER SYSTEMS ASSOC.INC i Approved for use ou DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF I Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. IDesign Pressure: N/A Created by Independent Third Party:Yes i Other: Large missile level"D". Max.span is 16'-0"and 14'-9" Evaluation Reports 1 for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC locking rod configuration for the HV1 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. and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Ikirk Next Contact Us::2601 Blair Stone Road,_:allahassee F 332399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 state of Florida.::Prlvacy 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 Tall 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 providethe Department with an email address If they have one.The emaiis 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: https:/Ifloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9°/"2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWW`/"3d°/"3d 2/3 I Til IL5 c o n IN I WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.Liceogc No.44167 FL E.B.License No.0006719 PRODUCT EVALUATM REPORT i REPORT NO.: 17-0802.01 f ®ASE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters f PRODUCT SUB-CATEGORY: Accordions i i PRODUCT MAINE: Bertha H.V. Accordion Shutter System r 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 EVALUATOON: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter leo. 81 G20-3, Method 1 d of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 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. s 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. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), tiJ r,,"BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,ei�"f�)�,11.�igdow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,, rg r �-and•s A �j Walter A.Tillit, Jr., P.E.;dated 08102/17.This drawing is ani intQg`ra iluation Report.. y e r9 , a � 44167 .d 6355 N.W.36th Street, Suite 305,Miami,Florida 33166-Phone: (30. . (305) 871-1531 �uayns8a i PRO DUCT.I WALUAtB'ION RFPO T NO.17-0802.01 2 2.2. TEST REPORTS: For HV IBiade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr.,P.E.,as perASTM E 8. Report No. 11 CM- 223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# IICM- 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 02111/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker)for Keystone mountings. For HV Window Blade 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 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638,per section 2615 of the Florida Building Code, per ETC Laboratories report#ETC-07-1095-19015.1 7, signed and sealed by Joseph LaboraDoldan P.E. ��e�' " Tensile test as per QC metallurgical Report 4-O WM"6 �21, 2008 signed and sealed by Frank E. Grate P.E. as R&A.TM -8. 4 x0. 44167 ; a ,t PRODUCT EVALUATION RE PORT 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 ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. 3. HOSSOLE OMPACT RESPSTANCE: 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 I and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And per ASTM E-1886 and E-1996 (for Blade 1 A). 4. WOOD LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade I shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-122 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. HSTALLATION: 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.1 7-122. Requirements for use of locks andlor locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet I 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 sh,9,qjj9,9f 20 of drawing # 17-122. 0- A A A PRODUCT EVALUATION REPORT NO.17-0802.01 4 6. MATEMAL CHARACTER115TOCS AND SPECIRCAMNS.- Shall be strictly in accordance with General Notes and Components indicated on sheets I through 4 of 20 of Product Evaluation Document(P.E.D,), drawing No.17- 122. Anchor specifications for HV Blade I shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.D.), drawing No. 17-122. 7. UNFAT90NIS AND CON,DMOHS GF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 aid 13. Indicated on sheet I 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 HVIA shall be as per sheet 19 of 20 of drawing No. 17-1122. Product Evaluation Report prepared by Walter A. T1111t, Jr., P.E. (Florida License No.44167), President of Tilteco, Inc. (Florida EB-0006719). f� T14Z Fr .. ......... Or 'A I'*A L GENERAL NOTES: I-BERTHA HN.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.C.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W[M THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED VMH A DIRECTIONALrrY 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(1) & III 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(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I 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 HM,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(D#0214.01-03, 80715.01-03.11004.01-05,#1214.01-05,90317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS &91270.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: W BLADE(1)AND BY WINDOW BLADE -HV WINDOW BLADE @ 10505.01-08 AS TAB 201,202&203 PROTOCOLS AND 0725-01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2-W BLADE(D AND KV WINDOW BLADE e ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. -JHSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 I INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE A14D FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 5 14Y2.75 AND j 101.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS W SHEET 8 SERIES STAINLESS STEEL SCREWS WfrH M-O ksi YIELD STRENGTH AND 180 ks!TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS KV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TFjJPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 31.7 lcs;AND 35.7 ksi END CONNECTION DETAILS I-S, CONCRETE/BLOCK SHEET 10 FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 500I8 WITH 50 W MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND PiM.I.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL•OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS;W BLADE(D,! 12.13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE(D WORKING IN UNISON; 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 16-779,5B2.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 2C 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.C014TRACTOR TO SEAL/CAULK All.SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW B DE ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL SHEET 19 W AND HO CENTERMEATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. TYPICAL SHUTTER ELEVATION IT.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORD94CE 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 nl ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY virrH SPECS INDICATED III THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (C)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A- T// FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ............. 2017 EASTERN METAL SUPPLY.INC. BERTHA HVni Accordion Shutter System M D=q=tic� A.S.S.Aw RV. RAM#1 W1 OR W/b H.V. WINDOW BIKE .0 American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L. 10 TILLIT TESTING & ENGINEERING COMPANY —Association, Inc. 1 -OLD 15-080 03/02/17 DATE Oa/02/ —2 lo...161k It,Sl..X5,MRGI�GARDENS.FLORVA 331GE 4268 West Roads Drive phor.:(305)871-1530.Fax-(305)871-1531 DRAWING No •........ —.11.tilt.C.O.W.-M West Palm Beach, FL 33407 3 YONAL EU-0006719 Phone: (800)432-2204 , I`= (561)209-8380 4 17-122 WALTER A.TILLIT Jr.P.C. P.E.SEAl4A�5dWA'T'U`RE/OATE FLORIDA Lic.#44167 6 SHEET 6 1 OF 20 4.660' g2g• 1.576' ,74� 2.293' 1 T HE10f THREADED -HIE CAST ENAMEL 2.293' .745' .o I p0. I 1 > SttS; FAKED PAINTED 7 jRFA%E�1"OUSRASS BE LAST SD' { r I (-05 SINO ENAMEL. ~ rel I•a' O� �! MED PN.Yi'a { �I le 'n ORE.TURN 87 cr' o h( ^o, w KN08. 1.325' i Y4 1a,45 - _ LBRASS CYUNCVt OYUNOER �-- ) 4'Ra'i KEYS(ROME (CHROME PLATED) PLATED) (; HV_ CENTE_RMATE a ATNG CENTERMor y O QUALIFIED WBLADE,&CI ONLY �2i V LO .... S F,IV` EGRESS LOCK,' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE i & t ONLY _ ...q.5✓ 7p2S�=_.�,.-. .67' QUAUFIED FOR USE W/ HV QUAUFIED OR USE W/HV 6063-T6 ALLOY AND TEMPER 2l_HV...CORNER-CENTERMATE BLADEQ& Q9 ONLY. BLADE & (�ONLY. 2.674' Q ALIFIED FOR USE P!/ HV BLADE(I)ONLY 2 0' .D. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD V Q 1.756" 422` MpLDEDTa , r 4.45' -32 5CRE1'! 1. rvi A ti o : 061; ` o - \?A a c o - .825• v� L•'�' nh�ER RIVETING 1/4".9-20 x 3/4" eEFD vET1Nc ! S S. THUMR-,rR .1 "0-20 RIVNUT* S ALUMINUM(2024-T3 ALLOY)LARGE FLANGE TUN H 6063ET6 ALLOY/ACKTEM ER MA E r'1 822 s*. NUTS T OBZC,AS MANUFACTURED BY Aw L CHERRY TEKTCRN,P h'Y,NEW JERSEY 07054 OR EQUAL. LOC275 FG) -T' LOCK CE RMAT ALIFEo FOR USE yr HV BLADE t Y 29 HV Fr ALE <.s�6 HV T O HV ALTERLOCK 7�D PIMA FRONT E ATION " " r ....—'. "T" LOC CEN ATE � .%� QUA IED FOR USE W/ HV BLADE 1Q ONLY",,, ,JALFlEO FOR USE W/ HV BLADE i QNL QUALIFIED USE QUALIFlED FOR U5E W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE W/ DEQ ONLY. BLADE E6 J ONLY. /.91J 7.917• _255- n (� 3.161 ICENTERMATJE .067`32 1,03''0-'fill IUh16TURN 6 HOR Ed KEY CYLIND74. .SIS' ni I 10.875•Min. •! '.1. 5n V " I 125•Max. �1� HDW NO LO NG ROD 6i21 CENTER ATE W LOCKING D mI �I _ ;� UALiFIED FOR USE W/ HV BLADE t & t gUALIFlEO FOR USE W/ HV BLADE 1 & i a 6063-T6 ALLOY AND TEMPER 3 HD ENTERMATE'S SERI r = vAR ES 12 MI QUALI D FOR USE Wil HV GLAD t &(191 7.130" 6065-T6 ALLOY ND TEMPER )f4•0-20 S.S.OR 3f$'0-16 7HUMBTURN ACETAL THUMBSCREWS. { ti f2 (SEE OETNLS) - CYLINDER OR KEY .y. ..-.. �,,,_� „ 115• o; 1.57 Mina CYLINDER �I �, 4I 1. "Max. o� C(9_LOCKINGAOD.A _ _ _ 37sa _ cc^�� 1/4-0 3�4 D LOCK n QUALIFIED FOR USE W/ HV BLADE 10 f 3F{_HV.3/8x-16 ACETAL.. HV 1/4" -Zd AISI 304 BY REG T HARDWARE MORTISE LOCKS SERIES 2333_10* BOLT-LOCK.. _ � 6063-T6 ALLOY AND TEMPER V (THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1& Via;INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE Q QUALIFIED FOR USE W/ HV BLADE(Q 0 1ILLED AT TRACKS FOR PROPER EMBEDMENT Trrf77U7i�ii.o FLORIDA BUILDING CODE (High Velocity Hurricane Zone) (9}2017 EASTERN METAL SUPPLY,INC. '\'NU vS"..•��'4 — BERTHA HVTM A.S.Si.A. IL E C O -N.. Accordion Shutter System H.V. BLADE gt W/OR W/O H.V.VT1hD}tt EL ADE ! TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION GATE DRAWN BY: MJ_ �•'+ .' k� 8355 N,W.36m St.,Ste.305.VIRGINIA GARDENS.FLORiOA 3316 Association. Inc. 1 OTD T5-080 SfQ2f1 DATE: 0$J02/17 Phone:(305)671-1570.Pax:(305)871-1531 4268 West Roads Drive 2 ••.•RIS,,`•'1�y yt a-matt:lgteco6aoLcom West Polm Beach, FL 33407 3 DRAWING Na •• O/Qil 1•E�`�`yi,1{{Tt WALTER A tILLR1Jr.P.E. Phone: (800)432-2204 Fox: (661)209-BJ80 4 17-122 ia e-s ,$,ICg1�(\Tuget ATE FLORIDA L a.( 44167 a SHEET 20 i SHU1— R ASSEMBLY SCHEDULE FOR HV HV 3f6"D" 12-- 'MINLLFt4r.n"'CE Z.0625"1 Hv BLADE14I40 / 38 T4 SLADE EDGE T4P 1A .1875" — Q .0625' .0625° HV BLADE to HV\'lIND01R BLPD'c 8625" 1 c BLA E'S— .1875' Y ;II 3� HV LONG RECESSED NYLO USHING 39 ''I F $ n KNUCKLE E 9 OPENIN I .0625=rt o.os2 ! r� 39 HV SHORT RECESSED NYLON BUS G ,! 40 HV NYLON HAT WASHER `' 1 OR "a'a '# 1 FLAT PBLDnRnoN,1 roR RI.7%f ''4 3750' o 41 HV WHEEL CARRIAGE AISI 302-303 SERIES /02.e750^ X 0.870"x3/16" THICK NYLON WHEEL. �@ r- "' 2 7/8"ldlN. ,�1HV DOW), I CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS t 4315"o sEPARAnoN t r a3.7sao° r IBMVEE� 6LAOEN ---� .062 ('4 HV 1 3 4" ACCORDION PIN W 4.8 HEAD * EXTERIOR f i' '� - OPEtADE ! ±5 3/4" I I / 1 a �� 8. I ON CENTERS T .7500' @ HV 2 3/4" ACCORDION PIN W/ r8 HEAD * q—' dl _47 "�� _a75' c 4. cr,,.Raz Et.vcnnu POLYCARBONATE IMPACT RESISTANT HV WINDOW , I k ! BS N 1 TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL (DOR Q I /-d�2 or 3 (SEE NOTE FOR 3,c POt YCARBONATE IMPACT RESISTANT HV WINDOW fl I I;REOUIREMENTs} 1 (j)OR BAYER MAKROLON 3103 POLYCARBONATE _i f ! 12'MIN.CiEA3ui+CE RESINS, UV-STABILIZED GRADE OR SABIC X` VPIM-REQUIREMENTS '.r-— 2' GLADE CB011W 4C INNOVATIVE PLASTIC LEXAN 103 RESIN V 6 Hy-(l (SEE NOTE "F" ON SHEET 19). d� I 1 o i r f a4� (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HViQ OR 38 POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSE BL (' E RIOR rnaLPa9PERnEs P � RESULTi'HV PIN a2 OR 43 AT RE ERMCE (2) HV PIN 0 MAY BE USED IN LIEU OF ® AND ONLY AT '_ EXf RJOR_ BLADE'S KNUCKLE. \ 15rS: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d 00.324'-\ € (SEE NOTE x FOR \ ^ECnC GRAvm ASM D792 x043 I6/h 0.043 Ib/ BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. 048 - 43 REQUIREMENTS) ens E sn:Er:cn ASPA 0638 9,100 p i. 9.500 p.,.L TYP.II \ ;i: FL£xVPAL SIR AT'TLD ASP!D790 12,SD0 0.x1. 13.190 P.si (3) HV PIN Q OR @ W/ 1/2" Q.D. 1/16" THICK S.S. WASHER FLE2uRu uDOm_us ASM 0780 3..m P.a. 315.900 P.s.t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ?Qr � � I` I'i NOT.1,00uM 0256 B FT--/'. 17 FT-IP/m SHEET I Z 6 R!`,A:oIffi6 FRO.-. wexE VENSW M D2B41 47.2: WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT UIS 97 6uel:x u 635 c-1 nus c-,cuss N.T.S. N.T.S. SELF ICNMON ASIA D19 ,049'F 980'F 1Y}„{ERNG: /Silt Gt55 TENSILE 5TREN, AFTER 1VEATNEANG ASM 639 '02 PCJ. BB<9 P.al. �1 x HV BLADE SOLID & CA HV WINDOW BLADE DETAILS ;N�ESR�SRDRE,.�ARND A=M 619 B<6 ,,. BBBDP.=1. N.T.S. P1jlAtise ..�� 1 FLORIDA BUILDING CODE (High Velocity ricane Zone) O 2017 EASTERN METAL SUPPLE. 'C. BERTHA HVTI., Accordion Shutter System FT7UE7q�q�,, ! ■ ■ s H.V. EVADE-1 W/OR W/0 H.V.WINDW BLADE American Shutter Systems REV.Na DESCRIPPON DATE DRAWN 6Y: I&L Stt�`' g TILllT TESTING & ENGINEERING COMPANY Association, Inc. 1 ow 15-080 8/02/,7 DATE: 08/02/17 -/ 6355 N.W.360.SL,Ste.305,VIRGINIA GARDENS,TLORIOA 3316 F ,�a ;��6+. �• 4268 West Roads Drive z t Phone:(305)871-1530.Fox:(305)871-1531 DRAWING NO (n�5 West 1111 —6t::tat¢oo9m.mm 0st POtm 9each, FL 33401 3 � q�f S�Qn��L'0 .A E8-0005719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 • ' WALTER A nLLiT Sr.P.E. P.E^SEAL"/SICNATtTRE%DATE rLCR,DA Ua,g 44167 5 SHEET 6 4 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED—\ CONCRETE— REQUIRED r1/CINE SCREWS S.S. CONCRETE \ REQUIRED CONCRETE ANCHORS —. CONCRETE ANCHORS O l NY/ 1/E SCREI'!S REQUIRED _ (SEE SCHEDULE ON (SEE SCHEDULES ON 1 NU i/C-20 -'`'� --- CONCRETE ANCHORS SHEET 13) I /�SHEETS 13& 14A) I NUTS i9 72"O.C. \\ (SEE SCHEDULE ON SHEET 13) y I i r----->---= 19 I E n 1/4'0-20.3/4"S.S.2OR1141 Min. _____ / 17 OR8 EO £OMACHINE SCREWS =-_ - USNG 1/4-20 NUTS 0 I12`O.C. t 2 ' ! 111 13 OR 15 E. D." �I .250"L!ax. _____' I.�..1 13 OR 15 _--_ 5 I D.T^ } I # '{------ I! .250" t.i 11 I�I r-.250^Max. E,"0. 13 ` Moz. I ! I E.D., E0.• ;i OPTIONAL 1 \-OPTIONAL IAN.SEPARATION .I-1 "t I' i MIN,SEPARATION I- ( iy'i I` TO GLASS I �'•� SCHEDULEN�,F�EET ' � I'! ' �' i" (SEE SCHEDULE ON ;—L!J III€OR E3LA &IN- 1 '�( 1 OR IDA* IXI5T9JG ON SF&19 FOR `"� MIN.SEPARATION "' 1 .-1 SHEET 17 1 EXISTING _I; GLASS BI+,Ow•rl& TO CLASS GLASS--; VLa �—(SEE SCHEDULE ON �t�� EXISTING SHEET 11) GLASSY �� i �?HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION) 8 HV-WALL'.HEADER INSTALLATION EXISTING r EXISTING GLASS -- .- -—_- I i I ; LAIN.SEPARATION ' ---��1� GLASS--�IJK SEPAPAMON 1 O I i EXISTING TO GLASS TI TO GASS3 (SEE ) OR r�j GLASS (SEE SCHEDULE ON SCHEDULE ON SEEP ' tAN.SEPARATION 51T£Q 11) (� 11 FOR BLADE{iQAND 1 i „ i TO GLASS t' - ON SHEET 19�FO'R (SEE SCHEDULE ON I r T` BLADES( &V 1 I i i ( ! ;�"c OPTIONAL 1 r SHEET 11) i`1' T.T f £.0.• III 1/4, a ) Max. OPTIONAL 15 r t E.O.• t r 1 i E.D.'! A ml! C-1= Tt2�. ,. 19 LEO EQ- I 13 a,,(5 4 {1 !4 7/Ca-20x3/4"S.S. I ,l 1 t.4in.� \ F-EQ�EO PHILLIPS TRUSS HEAD CONCRETE ANCHORS T/CS HEA 4 S.S.PHILLIPS '\--CONCRETE O I MACHINE SCREViS USING - Vj/1 HEAD MACHINE 12,SCRO.S `. CONCRETE ANCHORS —'1711R18 L.1,- 1/4'-20 NUTS®12^0. . 1 —(SEE SCHEDULES ON t't/t/4'-20 NUTS @ 12"O.C. (SEE SCHEDULES ON 1 Mio. POURED CONCRETE— SHEETS 13& 14A) POURED CONCRETE! SHEETS 13& 14A) L REQUIRED OR ftQE BLOCK OR CONCRETE BLOCK - CONCRETE ANCHORS WALL REQUIRED '� (SEE SCHEDULES ON (F tI HV WALL SILL INSTALLATION D HV WALL SILL INSTALLATION % _ - - - -- POURED CONCRETE SHEETS 13&14A) OR CONCRETE BLOCK WALL REQUIRED HV WALL-]SILL_ _ _ _ INSTALLATION NOTE FOR COMOINATION OF SECTIONS: INS A LLAT I O N DETAILS. W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER E.D. - EDGE DISTANCE ASSEIABLY (SEE SPECIFICATIONS ON SHEET 13) 4 SEE DLIMITTATIIONS�OFUSE FOR �j H Y\( CA 014 19 BLADE 2- 1AOUNTING SECTIONS CAN BE COMBINEp IN ANY WAY TO SUIT ANY INSTALI.ATICN. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tr Ff r I: /`• t C 2017 EASTERN METAL SUPPLY,INC. V ��c��rsF•. ��, BERTHA HVTM !L. E C d �>',,t . A.S,S■A. Accordion Shutter System KV. $I DE m1 W/OR W/0 RV.WNDOW BLADE • TILU7 TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAtSN BY: M.I. :• ST/�7E OF Association, Inc. OLD/8-090 tortl7 DATE: os/o2I/7 t 6355 N.W.36trt.51.,Ste.305,NFrQn.WOENS,I`U)4 3316 4268 West Roads Drive i .+--A •-'-4'j 1 Phone:(305)977-1530.Faz (305)871-1531 DRAWING No ;'fT t v.1 •KL. til c-m;c 6ltecoeow.acm West Palm Beach, EL 33447 3 Lfia "•"'•^`r�'\\ 11 ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 , 17-122 ~70 C V ,11 WALTER A TILLIT Jr.P.E. _P.0-SM,jt+iT e/'&,TE FLORIDA U.,If 44167 8 SHEET s 6 OF 20 I CONCRETE ANCHORS i Y4.SffN'WXxN ( 1' ,! '1 OR tI,gt� r~--- •. CONCRETREDE "-(SEE SCHEDULE ON SHEET 13} TD aAs("--E ri vn,serw.uwx m a I7' 1 REQUIRED \ 1 EDGE OF t R {{t'�°+'n To ciASs ; , -. SLAB IF QN 97'714r6T ;-(L¢SO1IDa.L uVt 5r9ATNATGx t, �{.,, 1 f' � 9i¢7 n) io cuv- -� D. APPLICABLE EXISTING j ='v'r' , .. Il.�,,, EXISTING _ IN. I"(5EE 5cNEPULr oN ',. �--�-E * GLASS—', !,• t; GLASS---! srrr `\ 11� ALTERNATE-\ Idi' - (110x3/4`HEX •-U7-�-E6 % ANCHOR (t a a YlFSHER HEAD i•i a, ! � `` LOCATION ++ I ,I TEK SCREulS 0 12"D.C. 1)11 I EXI G CONCRETE ANCHORS `{a a�a C S-! 3/8'Mw. ✓ (SEE SCHEDULE ON $1 j (� ? SHEET 13) EDGE OF i i a I • 4- EDGE OF ! SLAB IF i'; 1 i i APPLICABLE IF GONIASS—� '}}LI''•��L`i i EDGE IF / L. L/ 1" EDGE SLAB QF , ! APPLICABLE - I j�'N'c APPUCA9LE APPUCA5LEw,adwwo- i { To GLASS(SIX I, SoffDAE ONsNEET }.� POURED-f 1 I •POURED _* ! _ J� _ a ii FOR SLAW MI-1 s�"''!' iii� r" � CONCRETE E'0 POURED aN 9r ly 1 t OR I�1j'' CONCRETE !F p,* REQUIRED FIAT HEAD CONCRETE ANCHORS CONCRETE FLAT HEAD CONCRETE ANCHORS i taloEsrj}e p REQUIRED `�--E.D.• (SEE SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION G HV"GEICING INSTALLATION', y`HV`JFLOOR INSTALLATIONet_I :HV WALK OVER--INSTALLATION` ,- __ _ l- VALID ONLY FOR Up TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE#4, SHEET 11 E S H UC N m ptie< SHEETS 14 & 14A) ) 1 hflN.SEPARATION ` f A IXISiING upl, ,syaRaipx L ! s4i7 tt} TO GLASS 1 t /� EXISTING Gtt55--� io cu55 EXISTING �' -i' r!'---1,1 GCA55---i MIN.SEPARATION i, CLASS a —(5EE SCHEDULE ON ,•`it_,I; 1 a {I0 ,i i SHEET ii) TO GLASS � t< rIW 6UIIDIX TAPOON W/ oN siEEf tl) 1 O 1 '---(SEE SCHEDULE dl AGvAvcEG TvR&ADFOW IT, , tom. SHEET Ii) M , F TAPPER+/ANCHORS 04*0 � ( IMAX. / }} O.CF RUP TO 6'-0'SPAN MV !It I a%a10x3f4"NIX i ! {;1: li <'0. FOR SPANS LARGER THAN t I a'a OR 15 LE.D.* +la `+ r5'IASHER HEAD ! �4 • i IAN. a+N TEX SCREWS * _ M 6'-D UP TO 6'-G'TUO APPLY -7 AT E\cRf FASTD.Di T 1 316" / 0 tz'D.c. •�- ,I; l Ii,� (1iPJ oTE`t ON sH�r n ) T/z' I rt ` E.D. / I dx3/4' HEX HEAD- i: t i _ ,``�` t 3/8- $ OR U-IT iOUSI��� 3/B" „ �14x3f4"S.D.S.505 } f 11 I�I 1"- 1 cc 1 r1.1AX. TRK SCREWS®S,O.C. ,. CONCRETE ANCHORS -L - ' 9 O.C. -- _ OR 1/4'0-20 5.5.lA.S. i/2L, .R ax. t (SEE SCHEDULE ON W/NUT as 9"O.C. SHEET 14) ^ \ S 7 O / 1/21 _ !1- . ___ i a ,II 114 !, '. M - i ' O4 t 8 ,y 10x3/2 NUTS t ':"r- i 1 2- �� i7 RAH -S`\ ( ii_ 1-USING'oc.p •,� •� °14x3/4"F.H.S.D.S. ' . i 7 7%B"�1 7/8" a .l CONCRETE PNCHORS -SEE NOTE 73(b) i t9 9`O.C. jy •, E'xlSiit&NPN STRUCTURAL .L.---E.O. POURED CONCRETE-' (SEE SCHEDULES ON ON SHEET 1 2.00'MIN. \"-ural iFPM(DECOaA7>r SEE NOTE 13(b} t'.• .1;. E.D. SILL) L_ OR CONCRETE BLOCK SHEETS 13& 14A} POURED CRETE BLOCK ON SHEET 1 I . MIN REQUIRED OR CONCRETE BLOCK POURED CONCRETE OPTIONAL-f POURED) -EDGE OF fi(- HV-WALL" FLOOR--INSTALLATION REQUIRED .-'REQUIRED SLAB IF \,.../Y:-. -..-.,. CONCRETE APPLICABLE !( HV WALL"WALK ALTERNATE INSTALLATION WZHV 'IT" LOCK PO. HV MALE/FEMALE 'IT" LOCKS CENTERMATES (7-8) -4 (29) & LOCKERS 0 Wj n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 11 INSTALLATION In HV BLADE - I CLASS BLADE(D SLACK DETAIL HW,INDICATED ON SHEET 8, WZ HD CENTERMATES OUT F71N G BLADE a)DETA He- INDICATED THIS SHEET MAY BE USED AS'—— SaTUNT THIS ADLT=� ON H� INSTALLATION DETAIL HyC SHO'AN IN THIS 7 SEE END WALL CONNECTION---I DETAILS ON SHEETS 19 18 @ @ @ -@ jI 35, AN%w/(27 IA TWCON 10 CONCRETE &4 (OPTIONAL) cw/sorro-)& S'Us TO 11�1 110.3/4*SAS a 12' D.C.FULL (4) (4) M. AT EACH MCM' (iro) I --'*i--'----- IN HV PINS PINS(TYP.) to GLASS 5 V I as soo-JL LOC;T�INSIDE) r(D `4 & -------A-------------- 528 2 4 Fo—uT] 1/4" 0-20 x 1 1/2" S-S.M.S. 2 L-0—j 33 3S Q (OPTK NA} SEE NOTE 6 FOR KV LOMA@. W/ 7/8"0 x 3/32' WINGNUT. comaw HDB-HVB HDC-HVC '7'LOCK.ON SHEET 5.. i��" OUT 9HV -T" LOCK (OUTSIDE) 'AL HD CENTERMATES SYMMETRICAL HD CENTERMATES t I-SPOES St.ALAACIAM! HVQ* W/ (9! LOCK (EXTERIOR) W/-M LOCK (INTERIOR) (2024-T3 ALLOY)LAND FLANGE THIN @-Gen(D.0-(9)-@ SHEET INJTSERT,PAST 0820, AS WMFACIURED Err AVDEL CHERRY TEXTORN,PAASIPPENY,NEW JERSEY ID-0-@4D-0-0- 07053 OR EQUAL - -—-—-—-—-—- @-@- Ilk----- - - - -- 3 SEE NOTES ON LOCIORG RCOS ND©LOCKS ON SWAT U-VoL FLo-T-G SIAZE0 ruKes-M IS VLO FOR ALL C134TEROLgES APPLICATIONS YOH!EL40E HDD-HVD RMING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) .......... 2017 EASTERN wrAL suppLy.INC. . 'p BERTHA HVTM . .&A. Accordion Shutter System AS 7c7--c H.V. MADE#1 W/OR W10 H.V.WINDOW MADE $ " American Shutter Systems AEV.N. DESC IPTION DATE DRAWN By'. KLL. S Of TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I to IS-050 as/02/17 DATE: 06/02/17 6355 LIM.36th.St.,Ste.30.VIRGINIA GARDENS, " s' E'S'FLO— " Phone NjO5)87I-IS10.Fox;(305)1171-1131 4268 West Roads Drive 2 —.0; West Palm Beach, FL 33407 DRAWING No ES-0006719 Phone; (800)432-2204 Fax: (561)209-8380 3 ONA E0,0' WALTER A.TILLIT Jr.P.E. 4 17-122 P.E.'SE44jq-yLAIUREfDATE FLORIDA Lit,j 44167 a ""T 6 8 OF 20 POURED CONCRETE OR ----� -� ^`POURED CONCRETE POURED CONCRETE ,_TOURED CONCRETE OR -------- ------------ CONCRETE BLOCK WALL �' OR CONCRETE ---- --- LO N7 tiU.REQUIRED -' FLOCK II ALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS !! —EXISTING GLASS ,' CONCRETE ANCHOR EXISTING GLASS - '-(—" r) - ��{ i'-2"MIN. TING GLASS 9 16"O.C. MIN.SEPARATION ���!!! - — T �•---•2"MIN.— l—— TO GLASS(SEE `\,•/ tl�SEPARATION ti, 1��7 { � MIN.SEPARATION SCHEDULE QY SHEET1 KN.S7'ARAMON SEE TO GLASS Mr ED�'��EQ TO GLASS(SEE 11 FOR MADE(DAND 70 � c!"�, � SCHEDULE ON SHEEP QY SHEET]9 FOR I SCHEDULE ON(SHEET ;.; SCHEDULE ON 7 ;{; ii FOR ELADE(DAND 1/76`x3"MAX. BLADES{7�'&to 11 FOR BWh GAND 1 /� ON SHEEF 19 FOR (6063-T6) CONT. QV SHEET 19 FOR ! 11 FOR ELIDE;FjRND FOR (LOCATE AT i t3—' BLADES Cl)&Q) ALUM.CLOSER , 1 'BLADES�&� 1 j2�l ES 01&q EITHER SIDE'... \ PLATE.(LOCATE 1/2"{ I I , i I OF 5O) I AT EITHER SIDE LAIN t ij2'MIN. OF®) j I .FUSE i'OR 2"MAX. 10x/ 2"S.M.S� #iD%7/2`S.IA.S. i' i l t( _—_—__•.!t AL INUM UP N"xi/8"x0'-2" ___`_�j / _,___—._ Q 16"O.C. .: 1 ALUMINUM CUP ANGLE `d` 16"D.C. t "`-`"{' //� (6063-T6 AL40Y)AT AtIDHEIGHT (2)1/4"0 TAPCONS ANCHORS TO I I t WALL AT I-OC.(LOCATE AT �.` SEE DETAIL X FOR-/ �� EITHER SIDE OF 4 j ''`-/1� SIDE CONNECTION C1.)�R n� `�) / ✓OR �? PVOR � SEE DETAIL XFON-- ) �R (� TO TRAOKS 'StDE CONNECTION � 1 ` >,,Nm�•n-Uw f0�•�3a SEE DEtAiL X FOryJ ��6+ 7 a a,a10• 3a TO TRACKS lm � �"'" �� �`"�°R Ll'lJ"•:Im 10•TILS, Q 6• 7 aB w:1,0•'�3 CON TSe`T"7i• 3'�(i 'i�5« SIDE CONNECTION u L, ".,,t,��� TO TRACKS10 }.Rta O•^•U'a 6 �• L TO;. .wnJ7.r�31,e. .Ga, Q•`)•.�p�.✓.Ny.°° _ •(7�•�J7a�6J•7�•0 O. ```.g."" `6.I • m©-0•�aa Ii S;•@.-Q3:•I_wr18.-jD7R ^iy.0-8)-113•"atm 6. 7,• 1•!I8�w'lru3.•,�g1,o,{�8'`•p;Tw 951.0,8�'=.'h13• a•(8•,�7a /'1•.8'ap91»31w(�•5�"5gU9',."�y•�1 gtw�.6J3 e+t 7>(Jai?, A O`�1b J"0�`G•05-rs)- " •asp 9•p�=,s+a�� �y•@g END CONNECTION DET`.. (4 END CONNECTION DETAIL 1(J END CONNECTION DETAIL L2) END CONNECTION DETAIL 3' +F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' i-POURED CONCRETE OR _ EXISTING GLASS VCONCRETE BLOCK WALL / GLASS -0. 4 \ ' REQUIRED /. 1 -------------- t.111i.SFpPRAnQV R10xi/2"S.M.S MN SEPARATION / _ ""'-'""-- TO GLASS(SEE ® 16`O.C. \, TO CLASS(51 , r'l _ _—,-_ .^-� _ SCHEDULE ON SHEET ` SCHm@F ON SHEET .'�_ ~� GP H OR 17 FOR RADE 1OAND CONCRETE \\ 1/2"MIN. 11 FOR BLADE SAND --------- ON ____-_ �' f)'^ • / ON S•1EE7 19 FOR JI T __�..__»`_': QY SHEET I9 FOR ANCHOR -� \ -1 F`. I �_T_ . `[2,5 ORf�OR'i t}0R..'(S CR 1 BLADES Ci&(9) 12"D.C. (-•. BLADE"d& CONCRETE--. Li ANCHOR `� D.C. i -- .C. 'x--- 1/2"MIN. _ 1 ,r� { I -------- 2L"-UtAIW, _ "—t 1 • 2`MkN. ; 2"tiRd, EO ,t6 G'r.�GP.(�DP ♦ SEE UMTTATIO14S OF USE FOR I "" BLADE L;ON SHEET 19 �i 2i 0R i 3 0R OR�rj' VIEW Y OR (a PLAN OP112 6 OR 61\1' ! ,�'��«C-C -08-( " DETAIL X L POURED CONCRETE OR Il2w�ya© 07 wut��.t�.a @0`•V.ieQ7J C°4-i'•v" CONCRETE BLOCK WALL ,fl �s \� �� � �� END INSTALLATION REQUIRED �,'`.._ :�1e*'27,p~"`a`w J-07-C°1�:'07-r:a� ©•�» „�.7 .ae,w n3-C., (13:•aa«CJ•yJw HV BLADE OR HV WINDOW BLADE INTO C1-C8 C C8°`08 07 nBJ'5Jwa�•a�"�''�nk� CONCRETE OR CONCRETE BLOCK WALL. FEND CONNECTION DETAIL Q•�a1 C•6 �C19"05 DETAIL�� "� � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ttyt �"�•.•••••'••_I/�e0 0 2017 EASTERN METAL SUPPLY,INC. BERTHA Hof TM 11. E C ® ,N�. ,A, ,S■A■;y� Accordion Shutter System RV. RAE#1 W/OR W/0 KV.VrINWN RADE ' `•' �i,? American Shutter Systems REV.No DESCRIPTION DATE DRAWN 6Y: M.L. Vii • .�F '; 711U7 TESTING & ENGINEERING COMPANY Association, in O. t OLD 7S-080 6/02/7 DATE: D8/02/17 • ' 6355 N...36th.SL,Me.305,MR01W"RDENS.FLORIDA 3316 ". p••• 4268{'lest Roods Drive 2 Phone:(305)871-7530.Fes:(345)677-7531 DRAWING NO _SASt••••.•,ifi)D P:' <(,. tt a-moa:tiitewt4aoi.com West Polm B6och, FL 33407 3 S3�ry p{ l�G� tktt ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-122 WALTER A 77LLLT Jr.P-E. ~$:Er. i 7i:TtE DATE FLORIDA ue.@44167 5 SHEEP 6 10 OF 20 :2..$] R. . . •: u- .l I mawi •� ..: �. 4gol :1 TAPCON WITH ADVANCED THREADFORM �,�. a�.•raac;r•7nU1'•S�J mmm ' m�a�� mmmm�' 'mm�• ��mm m mmmm�' �mmmmm�' ' mmmmon vommm o�vommmonoommUn • m�vomommmmmmmmo BURNS om® �m00000mmmmmmm� ®' m®m000mooimmmo novmmmo"Mv mm v0000mm�op�oP-ononoo�©� .- mm�nnvoo®mvQ0000mmmv�vv�®m�ov000m®m0000O00��0��® ', • ®' m®mo m mmmm000®�ommmv000 mmmoo©oomm ; vp®p®o�o 00000©o m®moonoio MMMMM smmvoov�m®000ooO m®�OQ�ioFii Mmmmm®®o o�Eammmm�mov ommm o®®m WEEKS"m®MI®®o S • vvo �� : 'iio mmBlummmmmm ®ooH mmm"Ram" I"mon000 mmvovo®mmmv©000m®monM000nmmommm ®mmm MMMM=M . mvoa� = ®o oommo�®o Im ; o00 �iov ® - ®0000wmmm� oommmm• o mmmov000m®mv0000mmm�0000mmmmWOUo �mmommvvoummonvoom®mvomimoommm vovomm: mono = mom®moo �i mm0000�nmo®omo m®00®©og00 ®IDOmOOoom®®mp000oO m®�opopoopO m®�®®OOO � mm®m®o ®m®�� Ommm oOO��m�ppoOm�©vOdOO�am p©000no®p©oo op ppp �0000 ommmp®�oo �0o m®m0©o�O om000v0o m�©v0v0O��0®®OOv0�O0®®®O ®m0e00o00®m0opooO mm®00000��m®mm000 ®mmmo13M ME"1111111=111211 oopom®mmmmmmmmmOOooO�m�o00�O0m po0 ®®Oo0 ®m®©O0000m®mmmm mpomm m0000�aommmMasoommmm0000 m®©OO000mmv00000mmm00000��000000 ® o0 omm®K00000 ®®o® ®®� o00 mm opooDo 00mm 0 0®000000 0® o0 0 0o m ooioomm000000E®omooEoi ��u0000®om�o�Poioe ' moo 0o m _ ®EAME iovvommoovmlommmommmmo�D0000vO�m000000;m©o 000 om®000 v00000om®00000 onmmomlm000 0 - • O �0ovoo�00000oov000®m0000 oo®o 00 �®000�ommmaMmm000s ,• , , a•000 000m00000 m000000�om o omov000000®©opo _ m000 000m0000 _ ® mmm m000Mmmm Eo5�5oo®000m��00000 o=00000 000mma=�000�omo®oMm o�o • . 0 American Shutter Syster i 0 - -COM West Palm Beach. FL:53407 lecooeol 0��® MAXIMUM 01 SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CON IE I OAD AND A CORRESPONDING MOUNUNG TIPF FOR CONCREFE INSTAI I CRETE BLOCK SUBSTRATES I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c-3 ksi) CEIL-I&(�-fJ0FUIFi Ifid-, FLOUR MOUNTING TIVO TAPCON VON ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEY. (Mi.. f'.=3 ksi) ANCHORS SPACING LEMD IG I,AD% - /4*0-3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT& IALTY COMPANY. i..Cc 3 ksi) N 5-f --TT. _F6.2C T2 0 111)1 1 Tio (ft) �6075E SO�1201 60 15A TAPCON WnH ADVANCED 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC.(Min.V.-2 ksi) P30 JT40 IrEFOlf�7590 120 160 20.5 30 40 60 75 90 120 160 205 30 40 MI THREADFOWA TECHNOLOGY 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC,,AND DISTRIBUTED By ALL POINTS SCREW,BOLT&SPECIALTY 3'-0- 14 12 10 9 8 8 6 15.5 14 12 1 to 1 9 1 8 1 a 6 1 6 14 112 110 1 9._8_ 8 6 6 ALL POINTS SOLID-SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. - - I- I- 14 112 101 9 8 8 6 6 (MIK f.=3 ksi) 14 12 Is 9 1 8 a 6 1 8 BLUE TAP VI/CAP NOTES: OR LESS 14 12 10 1 9 8 8 6 5 4 111 110 9 1 8 8 6 1 7 14 12 10 9 8 8 6 1 6 14 12 10 9 8 8 6 5 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS t4 12 10 9 1 8 7 5.51.3.5 14 12 10 9 8 8 6_ 6 14 12 10 9 8 8 6 5 1 3/4-.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' - - - - I- I Z == - - - - - - 14 12 10 9 IT 8 6 5.5 14 12 10 9 1 8 8 6 1 4 14 12 109 8 8 6 4.5 14 12 10 9 6 6 4 YY A.2)MINIMUM EMBEDMENT OF 1/4*0 x 3/4*ALL POINTS SOLID-SEt ANCHORS SHALL 13E 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT _ 14 12 10 9 8 8 5 4.5 14 12 1 D 9 8 8 6 5.5 14 12 10 9 8 8 6 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 EXIST,AND 1 1 14 12 10 9 17.5 5.5 3�5 1- 14 12 10 9 a a 6 5 14 12 TO 9 8 7 55 SM UlAgARONS OF ISE FOR I'MIMMUM FOR WALLS WITH NO STUCCO. 5'-0` - - - - I- I- - - - - - - - - 14 12 10 9 8 8 1 6 _±_ •STATTE 0.4 SHEET 19 L5 3)111 CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 1 8 7 4 - 14 12 10 9 8 5.5 5 35- 14 12 10 a 16.5 5 13.5 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 1 0 715 4.5 -114 1 12 To 9 8 8 6 4.5114 12 10 9 4.5 3.75 N - 8 6 &A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR E3FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 44 - - 14 12 10 9 8_74 5.5 4 114 12 TO 9 8 6 4.5 2.5 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 28A. 6'-0` - - - - -- - - - - - - - - - - - 14 112 10 9 8 S. 5 3.5 14 12 10 9 7T-13'--Y- -1-4 72-1 1-0 -85 7 15.5 4 1 3 14 12 8 6.5 5.5 4 3 14 12 10 9 8 6 14 12 10 9 8 (s) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 6.5 5 13.75 t4. t2 10 8,5 8 6 4 - 1/4*0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 6.5 6.6 3 1412 10 9 8 6.5 4.5 1315 14 12 10 B 7 5 34 3 1/4*0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCRE.Vt BOLT&SPECIALTY COMPANY. - - - - - - - - - - - -I- 14 12 10 0 7.5 5.5 4 3 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC, M ANY� 14 12 108 6.5 7- -12- 9 7.5 6 4.5 3.51- 14 1041 7 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 (1 85-3--7- to 12L 0 9 7.5 5,6 4 1 7 7.5 4.5= - 9 7�5 14 12 9 - C044PANY OR ANY OTHER APPROVED LICENSED OR ARBORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 7 515 415 - 14 12 10 54 4 14 12 1 9 1 7 6 C5 3 - - - - - - - - - - - 14 12 110 8 Les 1 5 3.6 - NOTES: 14 12 &5-7 .5_r 3 55114 112 _0 6.5 4 -3 12Z 94 1 6 5 1 4 3 - B.11)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE-TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 715 6 - I-114 112 9.5. 8 6.5 5 - 14 12 8 6 16.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 110 8 6.5 5 - 14 12 5 &S 5 4 - - - - - - - - -- - - - - - - - - 14 12 8.5 7 5.5 4 B.2)MINIMUM EMBEDMENT OF 1/4o x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7-_5_ 6 4 - - - 14 11 _j_5.5 5 315 11 8 5.5 4.5 15 - - - 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 12 8 6,5 4.5 - - - 14 12 8.6 7 5.5 4 t4 10,5 7 5.5 6 4,5 EXIST,AND I'MINIMUM FOR WALLS WITH No STUCCO, 11.5 8.5 5.5 4 - - - - 14 12 _2_ 7 _R_4.5 14 11 7 5.5 4.5 315 B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0 - - - - - - I- I- - 14 12 8 6 5- 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON i-4 11.Z.-I Z7 1 i 15 - - - 13 9,5 6.5 5 1 4 3 10 75 5 4 3 - - - ABOVE 14 1 11 17.515.5 14 114 6 5 1 4 2.5 9.5 6 5 4 4 NC�n A N IN ENGINEER. FOR jAlU)&n 13.2)AB FOR INSTALLATIONS ON VIM SIDING OR ETFS WITH OR WM40UT METAL STUDS CONSULT is - ON INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 8 5 1- - - - - 14 12 8 6.5 54 4 13 10 6.5.5 4 3 IV-0, - - -I - - - - - - - - - I- I- 14 110.5 7 5.5 4.5 3,5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9.5 5 2 9 4 1 3 1- 1 9 7 4.5 3.51 3 - - - 4Z 14 10 7 - - -I I-114 110.5 7 5-5 4.51- I- 1.5 8.5 " 4.5 3,75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 9.5 7 4.51 114 111.5 7.5 6 5 - I- 12 9 6 4.51 4 --t -!I [14 - - - - - - - 13 10 6.5 5 4 - - - EDGE DISTANCE YE85US SPACING SCHEDULE FOR ANCHORS.- 1, 8.6 4.5 - - - - 1 11 8 5.5 4 3.5 - - - a 6 4 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR I-D.LESS THAN THE INDICATED REDUCE 1315 9.5 a 13 9�5 6-5 5 4 - - - 0.5 8 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. .5 - - - - - - - 14 12.5 7 5.5 4.5 - - - 11 S. 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE OS - - - - - - - - - - - - - - - - 12 9 6 4.5 4 FACTOR 13'-00.5 8 - - - - - - 10 7-5 5 4 3 - - - 7.5 5 4 3 - - - - A=AL TAPOON W/ADVANCED TH EDGE REATTFORM TECH NU POINT SOLID SET BLUE TAP W/CAP 12.5 8.5 - - - - - - 12 9 6 [4.5 4 - - - 9.5 7 MIIL SPACING TAPPER+ 4 nl HV BLADE OR EDGE MD�L SPACING 6 6 - - - - - - 13 9.5 6.5 5 - 0.5 7.5 3. - - - - - - - - - - - - 11 8.5 4 MIN.SPACING-3 1/2* MIN.SPACING- 3" 3-3/4" - - 5_5 4-5 - - - - 4' 10 75 - - - - - --9 7 4.5 3.5 - - - - 7 5 3.5 3 - === (1)HY BLADE W/ POUSED CONCRETE CONOREM BtLLK POURED CONCRETE& TPOURED CON-CRETE:& - - - - - - - 9 "14.5 - - - - - MR CONCRETE BLOCK PwM CMMM CONCRETE am a .6.5 4.5 HV WINDOW EIX,3 1/2- MR.ED.-2 1/2- CONCRETE BLOCK UK EDL-3 1/2" MK ED,-2 111 I- I- - - - 9.5 7 4.5 -MR E(1-3 1/2" MR.ED,-3" 112 1 9 1 6 - - - - - 0.5 a 5 1- - - - - BLADE WORKING 31 0.90 1.0 0.78 1.0 0.84 1.0 8.5 6.5 4 - - - - - 6,5 5 IN UNISON 0.81 15'-0' 1.0 2' 0.71 - 0.67 1.0 10 1- I-I- OZ 8 5 - - - - &S 6 4 7 - - - - - - 0.43 " 8 1 6 1 4 1 6 4.5 �0.35 +, 4 T - j- -- 19.5 1 7 1 5 1- - - - - a 6j IT FLORIDA BUILDING CODE (High Velocity Hurricane Zone) p 71 ..'. T144,1�1 cO 2017 EASTERN METAL SUPPLY.INC. ..... ...... BERTHA HVT, /TiLrEco .-c- \ A.S.S.A. Accordion Shutter System Kv. RADE#1 W/OR W/O KV.WINDOW RADE American Shutter Systems REV.H. DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY DATE DRA%I74 By, XjL N.W.38th.St-lRo.305,VIRGA COROENS,FLORIDA J316t Association, Inc. I OLD 15-050 08/02/17 DATE: 08/02/17 STATF Inp 63"Ph 2 (305)871-1530.Fax:(305)871-1531 4268 West Roads Dew. .--IT:tilk-ca.1- West P.Irn Beach, FL 33407 DRAWING No 3 EEI-0006719 P'E. Phone; (800)432-2204 Fax: (561)209-838 Is WALTER A.TILLIT Jr. 4 17-122 FLORIDA Uc. 44167 5 SHEET 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER ,SPAN A S p DESIGN NEGATIVE LOAD AND�g_CORRESPONDING MOUNTING "TYPE FOR CONCRETE INSTALLUON5. (SEE MOUNTINGS I,J,K POU cDNCRErE ANCHORS SPACINGLEGEND ;U WALK ow.3t s (It)iRENCH OjNGUARD MOUNTING (QK SVALL%FLOOR�MOUhi1NG� QWALL/t7PLK OVER_y10UNT1NG• U�NG�- TAPCON YffH ADVANCED SP SIG N GA LOAD(Psf) AS.OAESIGN NEGATNE LOAD(y ) S..0 IGN fiE LRD 4f S. IGN NEA L st (ft) _ THREADFORM TECHNOLOGY 30 40 60 75 p 0 40 60 75 90 120 160 20.5 30 40 60 75 90 120 160 205 30 40 60 75 90 720 160 205 ALL POINTS SOLID-SET 14 12 110 1 4 1 8 1 8 6 6 12 12 112 112 112 01.5 8.5 6.5 7 1 7 1 7 1 7 7 7 1 7 1b,5 5 5 5 5 1 5 1 5 5 5 3'-0" 14 12 10 1 9 8 6 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 SLUE TAP R LESS 14 i2 10 9 8 8 6 6 12 12 12 12 05 8 6 45 7 7 7 7 ? 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 1D 9 8 8 6 6 12 12 12 i2 i.5&S 65 5 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4,-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 S.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 l2 12 9.5 a 6 4.5 J.5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5' S 14 12 10 9 8 e 6 6 12 12 12 12 10 75 SS 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 6 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5,-0" 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 @ 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 72 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 55 4 S 5 -!T-[-5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1S 9 7.515.5 4 3 7 7 7 7 7 4.5 35 - S 5 5 S S 4.5 35 - SPECIFICATIONS 6,-O" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 t2 70 9 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 fi 6 12 12 10 a 6.5 5 .75 - 7 7 7 7 7 6 4.5 -- S 5 5 5 5 5 4.5 ^ 14 12 10 9 8 8 6 5 12 12 10 8 65 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 S 5 4 3 14 iZ 10 9 @ 8 6 16 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 10 9 8 8 6 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 •- 5 5 5 5 5 5 3.5 3 14 12 10 9 5 8 6 6 12 12 65 7 S.S 4 7 7 7 7 7 5 5 5 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 a e 6 - 12 12 8.6 7 5.5 4 3 - 7 7 7 &5 4.5 3 - 5 5 5 5 4.5 3.5 - PSF A.S.D. DESIGN PRESSURE 8'-0" 14 72 10 9 @ 8 6 - 12 12 05 75 8 45 3.5 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 B 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - S 5 5 5 5 4 3 - SCHEDULE #4, SHEET 11 14 12 10 9 8 8 6 12 11 7S 6 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 15 75 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 14 12 10 9 8 8 - 12 12 9.5 6.5 SS s 3 7 7 7 7 7 7 6 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 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 65 5 45 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 - - 14 72 10 9 0 8 12 0.5 7 5.5 4.5 3.5 - 7 7 SS 4.5 35 - S 5 5 4.5 3.5 - 10'-0"14 12 10 9 8 8 - - 72 tt 85 6 5 3S - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - 95 7 4.5 35 3 7 7 7 5.5 4S - 5 5 5 5 4.5 3.5 - 14 12 10 9 a 8 - 12 9 S 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 6 e 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - - 11'-0"14 12 10 9 0 B - - 12 1D 7 5.5 4.5 35 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 t4 12 10 9 8 8 - •^ fly S.5 4 35 3 - - 7 7 6 5 6 5 5 5 5 , 3 Y BLADE ONLY 14 72 l0 9 8 8 - 11 8 55 4 - - - - 7 7 7 S.5 4.S - - 5 5 5 5 4.5 - - - 10 II�, 14 12 10 9 8 15 8.5 5.5 4.5 3.5 - 7 7 4.5 3.S - 5 5 k5 3.5 3 - 12,-0" 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - 7 7 7 7 7 6 3 5 5 5 5 5 5 4.5 3.5 14 12 10 9 @ 8 6 4 3 7 7 55 4.5 3.5 - 5 5 5 4.5 4 3 14 12 10 9 8 10 7.5 5 4 7 7 6 S 5 5 5 5 4 14 12 10 9 8 0.5 8 5 4 3.5 - 7 6.5 4.5 3.5 - 5 5 45 3S 3 - 13'-0"14 12 10 9 a - - - 1.5&5 6 4.5 35 3 - - 7 7 7 7 7 4.5 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 5.5 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 a 9 7 4.5 .75 - - - 7 7 5.5 4.5 - - - S 5 5 4.5 4 - - 14 12 10 9 10 7.5 5 4 3 7 6 4 3 5 5 4 3 14'-0„ 14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 14 12 10 9 - 6.S 5 3 7 7 5 3.5 - 5 5 5 4 14 12 10 9 _ - - •^ 8.5 6.5 4 - - - - 7 7 5 4 - - - 5 5 5 4 - - - - ... - - �• - - - - 14 ti 10 - 9 7 45 3.5 3 7 5S 35 - 5 5 3S 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 S- 14 12 10 - 6 4.5 3 7 7 4.5 3 5 5 45 3.5 14 12 1D 8 6 4 7 7 5 5 5 5 4 14 12 10 - 8.5 6.5 4 T5 - 7 5.5 3.5 - 5 5 3.5 - 12 10 - - - - - 9.5 7 4.5 - - - 7 7 7 7 6 3 - - 5 5 5 514 12 10 6 4.5 3 7 6.5 4 5 5 4 3514110 - - - - -75 5.5 .75 - - - 7 7 4.5 - - - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 11111 °^rte„ @ 2017 EASTERN METAL SUPPLY,INC. •�• I7 1jT r BERTHA HVTI4 r=co Accordion Shutter System TiAuSuSsAn H.V. BLADE#1 W/OR W10 H.V. 141KM RADE American Shutter Systems REV.N4 DESCRIPTION DATE DRAV,77 BY: IA.L TILLIT TESTING & ENGINEERING COMPANY • • 6355=36th.5L,Sle.JOS.VIRGINIA GARDENS,FLORIDA 2316 Association, Inc. t OLD 15-080 8/02/17 DATE: 08/02/17 "• pr.71- 4268West Roads Drive 2 >T747L JT ;Z"-4 Phone (305)671-1530.Fa,:(305)871-1531 DRAVANG No A''•. arr[t` a-mash;itleaaOaaLcom hest Poim Beech, FL 33407 3 17-122 _��,( •,•'.�l�Ri�p;:•' w 111 E5-0006719 Phone: (800)432-2204 . Fax: (561)209-83804 VIAUEft A TILLIT Jr.P.E. �..F:E �IS GNPRC pAt FI.0R104 Lia 9 44167 5 SHEET IHL 6 14 OF 20 Iza.1 17,111 z :il.Lei.•: V1141191em . aim • •: \ a Hl si lima] I MIS mmmmm .•pQQ �., ��� m®m�1Q3lmmdlQy®mom - �Q���®m�37�tJEi���ti�talleL1Ysdarr� ��m 0"® 6>rmm0 000�mm� Hum O0s m0 4aQ mmmdFmlmasa®mm a m"MmmQaactintaaQ�HUM MpmdAmmm� d� o 6�miI7E�OFi•3@@ mm[! 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IDippIIO�QObL7QMMIEU00vaM�iM m��� MOQ=�m��0�0a110111 a0p Mmfal�dAA IGI@"1M: E�EM MMM:M MINIS M mgOQ= mo � ®oma@Qv@mm�m@col@Qe1111in srresdaWIN �am�eaoe�maoaaoQQamoaaoaQ s ��S@SSuQ®l:�oaOaOO@!a ni���ese0004004M�voavnd��md�Qa� ©Mcoinumgmo =MM9M 1111 melo991M HUM ©aoavoo��o@i�@no�vb ®v@oaQanMm@@@oM=MM a s ft al mQmmmmm ®ri@aa@a@gym= as@@@o mmMI131 1191 mdoail®�aam===mmrHg ��" am mm ®' �@a@Qa@QDOIci@Q10Q@lsR�lSAlses[�®@C�MMMMM 101101 0011 @@@@@@iia@Q@a�@QErSSlsls!!/�!�!@t3ElOC�@@p[3a@@a10@QOaa@a@aQ mars@@Q�aQQmlvaaa0>Q@Rid@@SS> lltE1®©i{!Q@d@Q1a@@QOappQmO@@aa@Q _ M• C ®�dd0Ov0ir�d��On4��dd�SSS�d��O�OOQL' �O��a�df.7��0�0��4 � � r I s . =1L E C 0 1 7 j 1TILLIT TESTING ENGINEERING COMPANY :11 American Shutter Systems • • • • w i6n5ww.36th, Association, Inc. Pho—(M5)871-1530.F 4268 West Roads Drive � �'�•'� !. �• EB-0006719 Phone: (800)4.32-2204 . Fax: (561)209-8360 c. 0��� 0�1� MAXIMUM DESIGN PR SSURE KONG (p,s.f,) AND CORRESPONDING MAXIMUM ANCHDR+ SPACING (in) SCHFDI II F FOR A_GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE SURE RATING AND A .ORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). LJ B _'E3TF=ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 2 1'r/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUGLAS. W/ W/ MIN. G=0.43 :. WAI'-_l G=0-36 HAx uuu oµ[ll) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N,'0''& R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS P.O.WALL MOUNTINGS B.O.WALL MOUNTINGS MOUNTINGS lV & X W & X W & X P & 0 S &V S &V &V ISO.RS71 k"A'+E fF3YR.FA:Y,((r')A$p,fF9:l'IFafF.PFS9F'FhTV;[�ASIl BA'I IEU11,4 FFL�9F:FMZ({u�AS➢.M MME RMK PART.((4 IL➢.MM lWhl PST_FXM 09 ASD.VM,IEY7,R,L REMFE F=(1.'.)ISD,p6'_y I3e¢'F MFE FABL[ef .DS'Y IcG4l!FP.SQF�1fAR::(�65II pSfil 1EU74F R:S4fE F [,,+f Fi'.SPE F (�J 30 40 60 75 90 OS 30 40 60 75 90 OS JO 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 IS 90 OS 30 40 60 75 90 OS 0 40 6D 75190 05 30 40 60 75 90 OS 75 90 OS -0"OR LES 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 fi 6 6 6 5 4 4 4 3 2 12 12 12 72 12 12 12 12 12 12 12 12 12 1 12 r12124'-0' 12 70 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 6 6 6 6 6 6 5 12 1 D 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 7. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6' ' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 '.5 5 4.5 12 10 10 95 3566 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 7'-0' 12 70 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 i 3.5 12 10 10 7 35 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 72 12 10, 12 122 8-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 72 10 70 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - 1 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 6.5 9'-0' 12 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 1D 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 ID. 72 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - 12 12 12 1.59.5 72 12 12 10. 8.5 7.5 12 72 9 7 6 5 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 70 - - - - 6 5.5 4 - - - 6 5 - 1 72 12 12 10 8.5 12 12 72 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-D' 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.51- - - 6 5 - - - - 1 12 72 1.519.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 10. 8.5 7.5 12 12 10 8 6,5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 9.5 8 6 12 1219.517-516 4.5 72 9.5 6.5 5 4 3 15'-0' 12 - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 1 72 it 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 - _ _ _ - 17.5- - - - - 5 - - - - - 6 _ _ _ - - 72 12 10. 8.5 6.5 4 72 72 18 16.515 1 3 111.58.5 5.5 4.5 3.5 - HV BLADE OR n HV BLADE W,Z HV WINDOW BLADE WORKING IN UNISON* ♦SEE DIA An-S OF UR FCR Bt/:1E 1/oN SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEx W/MINIMUM ETABEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION;SEE NOTE 2 BELOW. SPRUCE PINE FIR SOUTH 1'1/G=0.36(".S.) 2.ANCHORS TO HOLLOW COLING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2"COX PLYWOOD(1986 APA) IAC SCREWS AS PER NDS 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) AI s1j ©2017 EASTERN METAL SUPPLY,INC. I•;�P��E�E' �L�/�' BERTHA HVTI.I 1L ECO .Na. A.S■ ��� Accordion Shutter System */'a7 [REV.14o .V. BI-ADE n1 W/OR W/O H.V.W1ND0'W BLADE S TICCIT TESTING & ENGINEERING COMPANY IAmerican Shutter Systems DESCRIPTION DATE DRAWN BY:[[ ; 6355 N.W.3601IIA.St.,Ste.305,VIRGRGARDENS,FLORMA 3316 Association, Ina. OLD 15-080 8/02/17 DATE: 00/02/ are ( 17 'S ���I�-U Ph305)871-1530.FOx:(305)871-1531 4268 West Roads Drive 2 r�fi'••.F� `y4 e-mail;tlltecocool.com West Palm Beach, FL 33407 3 DRAWING NO f` �iti��;:'•'4F7 1t' ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 Ss, '•••• `q�� L ALTER A.TILLN Jr.P.E. 4 P__E.5 � �N1 T7Rp/AAYE FLORIDA Lic.N 44167 5 SHEET 6 t5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & fnA HV♦ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B �ftN"t7RiT5161 ,--.1/4%TAPCON WITH IADVANCED THREADFO/2 EO EO 2'I.711J, TECHNOLOGY W/ 1 1/2•Min. 4 ze (Mm.) EXISTING. r-- r ,-EDGE(IF APPLICABLE) 1 WOOD SEAL/REQUIRED. PENETRATION OF THREADED —5 I AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER, OF EXISTING WOOD BEAM � 1/4'0-20x3/4'S.. EXISTING WOOD '`(SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS H TO BE CERTIFIED BY ----_-- 1"M, AACHINE SCRE1'!S REGISTERED ENGINEER OR EO EQ �, •--� TRUSSES OR n ARCHITECT PRIOR TO 7/2'1 1 2" RAFTER m 24' 1 1 9 rEO-I--EO- W/ 1/4'-20 NUTS SHUTTER INSTALLATION. ----A- I / O.C.REQUIRED ' I 9 12'O.C. A 1/4"0 TAPCON WITH ✓ r � r-�-- 7'n i 1 OR 15 ADVANCED THREA.DFORIA 111yy �,. ,r ,,. I EXISTING SOFFIT = z I r« TECHNOLOGY V!/ 1 1/2"ht in. I 1 i •257" PENETRATION OF THREADED .. 3/4"1.10x.THK. i, TSI I., III I rMax. AREA TO EXISTING WOOD BEAR 14x3 4' EQ EO- 1 / 1"x4"z1/e'CONT.ALUM.TUBE OPTIONAL (SEE SCHEDULE ON SHEET 15) EQ EO S.M.S. Fi I ='i l �I7 {I�" a 6'O:C. ; I (3)5/16.0 ALLOY) )SCREWS TO !I 1 n D �, Y 11 or 13 or 15 �,''"_. O. O O YI I EACH RAFTER OR TRUSS. a I t I I j h 1 or 13 or 15 W L.EXISTING PAIN 2'24` :i�I! I i 11 LOCATE LAG EX STING %' pCISRNG—i. HEADER REO'D L'Ij I I I tt I I ( MIDYnDTH OF EXISTING tY00D MEMBER,(2 IAin.ROMINAI VlID7H PAIN.SEPARATION OPEN HOLE AT EACH W/2"Min.PENETRATOTJ OF G1A55 91 TQ GL455 I `i t I (SEE SCHEDULE ON SHEET 11 E%ISTIHG 1 .,,:, STUD TO ACCEPT ' 'u I THREADED AREA.VALID FOR 5/16'0 LAG SCP,El'! q i GAS_ .Pill I' 1 a IWSTAlIATIONS VlITH 72 Psf 1. AT CENTER OF TUBE. I. F} MAX.A.S.D.DESIGN LOAD AND Nx sPfRtTla! II 9•-0'MAX. SPAN.THIS 1a ais(12 i!j !' rl.N 5'?fJVSION �, ti INSTALLATION IS ONLY VALID S HV WALL HEADER INSTALLATION °`a'� maAsc� �' I I I I FOR W000 Vl/?ONLY SPECIFIC O 11 TOR BLADE t H.D EXISTING 1 6a,:.,.F 0,9�T GLASS-1 ION�19 � I 1 OR ®� GRAVITY OF 0 AS FIR OR SOUTHERN PINE No.DOUGLAS, NOTES 1 OR 1�0 I EV'1'-s�`t f�r III OR EQUAL. 7-SEE SHE 4 FOR NSHUTTER ASSEMBLY, ' 2-MOUNTING SECTIONS CAN CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. tT;HV CEILING INSTALLATION (SHV CEILING INSTALLATION I TO sem( 1 OR ®� MAIN.SEPARATION ! I MIN.SEPARATION I ! I I SafDU.E al 3ti7 I TO GLASS I' TO GLASS j EXISTING 71 F� � -�(SEE SCHEDULE I 1 f (SEE SCHEDULE ON SHEET 11) o GLASSY I aJ s+ r tfi ' ON SHEET 11) EXISTING u GLASS— I.: I II I I IIS 'I II 1 ,1�i, ` � 1 ALTERNATE_ .;I'; I ,AIJCHOR III I EXISTING WALLS LOCATION \ f GLASS T- a FINISH III III LN' 1Dz3 4'HEX III --I ISI -2'x6"MIN.WOOD 1/4' # / I I /-DECK REQUIRED WASHER HEAD TEK I ,/ (NO FINISH ALLOWED) 1 I I SCREWS® 72'o.c 2'x6'1.71N.WOOD 1 1--\, . p ECK REQUIRED(NO w - -�- - �- —EDGE LI DECK �. ;,, I 13 OR© FINISH ALLOYlED) I / IF APPLICABLE 1 LEQ—EO 1 1/4"0-200/4•S.S. EDGE OF DECK-/ 1 2" �" 1/4"0 F.H.TAPCON WITH —1/ti 0 TAPCON WITH L 1' PHILLIPS TRUSS HEAD IF APPLICABLE 1•-EDGE r—� ---- --- ADVANCED THREADFORM P.!ACHINE SCREWS ���� OF TECHNOlOG7 1'!/ 7 t/2"Min. ADVANCED THREADFORM Min. �eJ— ", ------ ' ! TECHNOLOGY\'! 1 7 2'PAin. V!/ 1/4"-20 NUTS 2'LAIN. ' 2'MIN. / / DECK IF I PENETRATION OF THREADED 2•x4'CONT. PENETRATION OF THREADED © 12'O.C. --r`---T'— APPUCABLE �2"MLI.--, AREA®MIDWIDTH OF WOOD SILL PLATE AREA 0 MIDWIDTH OF WOOD 1/ 0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. REO'D. PLATE. W 1 1/2"Mm.PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ( E SCHEDULE ON SHEET 15) • SEE LI14CAR014S OF USE OF �^� -'— BLADE�,ON SHEET 19 X1 HV WALK—OVER INSTALLATION C HV WALL SILL INSTALLATION n HV FLOOR NSTALLATION L igh elocity Hurricane Zone) 1111 i�i�"i�.•,� `,.' ©2017 EASTERN IAETAL SUPPLY, INC. +,9�'' � •••G�`�6ws'� BERTHA HVTM itIIL E C ® �ra�. �„�,5,�� Accordion Shutter System / KV. MADE#1 W/OR W/o H.V. w NWN KALE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. ASSOCiatlOn, Inc. 1 0L0 is-oea a/oz/n Dale 08/02/17 6755 N.vf.36M.SL,Sb.305,VIRGINIA WDENS.FLOROA 3316 4268 W M Roads Drive • p I Phono (305)671-1530.Far (305)671-7531 2 moll:tilteeoCa06eom West Palm Beach, FL 33407 DRAWING No Or`•;F( 3 �sQ�I�P.✓\,�,gw1111' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 (tj WALTER A TILLIT Jr.P.E. '"P' tlr{�i LlArryRk�j''bA,EI FLOSEIA Lia 1 44167 517H F 20 CENTRAL•J,I"(T_t� AT(ONS AND CONDITIONS OF USE FOR 1 E�RTHA 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.s.f. A G @`7 2.MAX.SHUTTER SPAN:Se. l 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7:AS WELL AS 1 MOUNTINGS M,O,T.U&W ON SHEETS 16&17_ 5 ' 4 ONLY CENTERAWTES 21 BOTH W/ OR 20 ARE ALLOWED WITH'1 AR ED IN A SYM OR OPPO`SI'NG LAYOUT.IN CASE OF OPPO NG � s + YOIJT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �o"LJ°R 1y r Q�0x.A0 GENTERMh E. 16 o,QO. f S.(A)KV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYF.EA END 1J (3'6 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. �D4 01r (B)MIN.CLEARANCE Mott TOP OR eOTTOM EDGE OF W WNDOW BLADE to ` OF ANY 3'0 HOLE FOR®SHALL BE 12". MAX 5 WIDOWS �a N.L.OWEb AT NV v°'i WINDOW BLADE w + , (C)FIRST OR LA'AT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW GLADE 1 (D)HV WINDOW BLADE 1MUST BE USED ALTERNATE TO A SOLID W BLADE 1D u THROUGHOUT SHUTTER'S WIDAi. si (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W 00 8lADE 1�AT ENHER SIDE OF THEM. (F7 POLYCARBONATE HV WINDOW�4 SHALL BE INSTALLED 50 T TABS FACE SEE END 13 THE INTERIOR OF THE OPENING 8 G PROTECTED.tiV VAMUST MU5T BE CONNECTION 88 9 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY AS54 10 18 DETAILS ON SHEETS /\>n/} INC. FULL HEIGHG , Sz�R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUitDGASVE) ON SHEET 15,AS LIMITED H1'SPAN AND DESIGN LOAD(SEE NOTES 2 P P "' t &2 ABO . az 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 T&2 ABOVE). (SEE PLAN FOR REOIREMEMS) S.MINIMUM SEPARATION TO GLASS SCHEDULE p H C"^�� 5 TYP TOP&BOTTOMUW .I2 oar;Ai-&C7, Sf1UFTER SPAN MINIMUM SEPARATION TO G� 96'Max. —�5' ELEVATION MN s[rATunu+To aAss EXISnNG GIASs SEE"..CH3%JLE CCt 5NEE7 12 RY?EIADE('d _—__ h10 ON T7#5 ShTE1'FOR BLADE5ID&I " _ __ _ 64+ 2,W/&EMRIOR ON1W AND W/ 21, ZZ) TVP. SYMAjETRICAI CENTERtUSES WOR +ESS.AND W/O, (SEA'NC'E 4 ABOVE) `PN'" TY ICAL HV BLADE WORKING IN UNISON WITH 'HV WINDOW BLADE (1A SHUTTER* NIA/ FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 11"It�',FR ll' i�4e �„ ©2017 EASTERN METAL SUPPLY,INC. �Pc' A.S.S A BERTHA HVT7, No ad-trz- !L EC O .�,�. Accordion Shutter System y = MV. BLADE#1 W/OR W/0 H.V. WINDON BLADE '' TILL17 TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.L. ` �•. STATE OF 5355 N.R.361h.SL,SW 305,VIRGINIA GARDENS,FLORIDA 3316 Association" Inc. I OLD 15-DBD 8/02/17 DATE: 06/02/77 Phone:(305)871-1530.Fax:(305)871-7531 4268 West Roads Drive 2 �, eA` C�ill��r•• 4' 14 .-.oil:611-00.l.corn West Palm Beach, FL 33407 3 DRAWING No Ltt EB-0006719ILMJ Phone: (800)432-2204 . Fox: (561)209-8380 17-122 WALTER h TWIT Jr.67 4 SHEET •P,Cr�Y��IdAitriit�L1ATE FLORIDA t7c,lY 44i6T S ""F"" 6 19 OF 20 END INSTALLATIONS (1 ) HV & �1A) HVP BLADES INT�Ov 2"x4" MiN. WOOD STUDS. 2'x4-MIN. if<'9 TAPCON lV(1'}1 " 2'x4'MIN, 1'lOOD STUDS. ,_1/4 NCEO ON%VTTFpgtt 1 \ -.4-WN,VXCD `x ,_._WOOD STUDS. (A5 APPLICABLE) y \ II'�" ` ! ' j STUDS ftE0'D. y / 2•%4-MIN.V.001) ^~,I\ / \ / :I TECHNOLOGY TTW SUILDEx \ (AS APPLICABLE) a^ICHOR 0 b'0.0. I t i I STUDS REO'D. I (\ ! yrAL� y I \ I rf vrf i 1 2'MIN.THREADED It"' s ; r I RQ,,,) 1 / i ,..;vw.L FlNISN y1 (j V / PENETRATION IrITO STU05 OR \ , \ / TMR-EO \\( It` FINISH IXISNIG CUSS- / / F 1 PEriEtRARON TO t/2'COX T Plri"700D IF NO STUDS EXIST. I /' % �` -EXISTING CLASS -'[, /1 -'E%rSTINC GLASS rte--) I•�,\i / \ iNG 0155 t / IIEC&O\\r / j \\ 1 t 7 Um SURAMMOR I f I 1/2'I N.CDX m O.A55{SEE 1/2-MIN.Cox - 1/.N.S'PARAT'ai kN rTO. W N.N.SEPAPAnCN sc nu e al s rT I iI PLY... TO aAss(- sa�ztxe w E FET 1/2'MIN.cax I I hl ( TO MASS 014 11 FCR QADF.�M9 1/16-x3'M4X. / ECHEOL'LE at SN:FT 1'rRd,L1 it FOR R:t.'="UAa'3 II FOR B�G}AND 1/2. it FOR ELITE{t)Atp aV STEET 79 FCR I �1/2- (Safi}-T6)DONT. FINISH SJ2'MIN.CD% ON SFE.ET 19 FOR GV SHEET 19 FOR E1ME50r h I9 ! ALUM.CLOSER PLYIVGOD. `JET 19 FOR WALLPV.FE.(LOCTE 1/2,- EtAaS O, NFlNtSN L6N' AT ERHER SIDE MIN1 OF®) / ' "--, gtozil2'&M.S. ,", • 016 O.C. J10.1/2'S.IA.S.--' 1 /` ` t(y 1/t'x TIPCatK aR \l 016 O.G. / -�."--'� 4 `ri £o6u rt Aim `_,� 1 B0.1A'X AVIXCRS i 4T -V u 1 ! o,wu..f`mxw C.U7 1 4TOR ♦ y✓ / EE DETAIL x TO 1 OR ♦ t OR tLgr I ,�. 51DE CONNECTION / SEE DETAIL X FOR AGR @' TO TRACKS SEE DETAIL E)FGR1 14,., 2 w 6•7 w 8 w10 :�?,w[9w(�6•�7,n�R/`w�,f.+ w t SIDE CONNECRON "Z.,�«u.C„(g�wvpl'{�« SIDE COO rTRACKS `(,--a www - 5 « fa.• « -4?«lJ•�« _/ TO rrucKs a�wtiw 60.'J�wr„6�,,«`1-'L�« ,ro• .w .3n i,.T�3wIL x., L (D C p pwCs Op yew no esw :'3 « Qwawsn�-lige c«c @w .�,wA4,-av«cs 1-1-.tl$«:CIS- 3.«3J-•tjn c-'L�'«�9;••S3�w:49-,91 @31. END CONNECTION DETAIL END CONNECTION DETAIL(:8) EXISTING CONNECTION DETAIL END CONNECTION DETAIL {f C) EXISTING •F REQUIRED ONLY FOR SPANS GRFATER THAN 12'-0' EXISRNG G 1/4-0 TAPCON VNTH 1/4-O TAPCON WITH r -'GLASS ADVANCED THREAOFORLI ADVANCED THREAOFORLf TECNNdLOGY 11W eUILOEX TECHNOLOGY ftYl DUIIDEx ^' ANCHORS W/11Iz'W). ANCHORS WI t V2-Mu:, 6 SEE LIMITATIONS OF USE OF i 2-z4'MIN.WODO THREADED PENETRATION THREADED PENETRAnaN �1ps1/2'S.f/..5. -- %�n� n t.~,,L sD=awnxl 6TUD5 REO'0. I INTO STUDS O 12 D.C. INTO STUDS 0 12'O.C. e16 o.c.1� TO aA5S(Sr. BLADE t1A1 ON SHEET 19 TO Q.VS{SEC T 1 fz'MCV. SCHEDULE ON slPcET f-`y (J aV Sht"f.T I'i T"" i t FOR aADE l�.""a' (--——1' al 5'IL.Tr f9 PoR 'l I 11 FOR RADE(1'1ANo _-_ -- av sem,'1s FOR ; 1 t E ;f 1 j`: ;2&^. L5,1 an�u&'C91 Y x� ------ � ! 1/2'MIN_ l i `---`-I \ ` -_- i iC \iV+CR.'S?CR 0iCR i ! t 1 r y ` • / 1 2'IARC. -f�'" r`, -- - f1')�OR13,cR 1CQ'eR�• ! /'1 i // \ MLV ' 0OR Ws*5- is/ \ i \ I~ r f t 1 �r OR'j.9' ' 4 I CA_- { 1 / // A wt�w®.j`wf�wj4:'OS w A /11ALL FINISH 2-%4'MIN,V.=D VALL / { '1.2.wt�.«!`,,ijnra.,yw; VIEW Y LC�.�}.w DJ'1^^3'w„T*,. n STUDS REO'0. ilN15H ��rr��.�IC5+� 1j•/3/��e.,��7:•t`Sw PLAN O-E-1:9 i- x«4'9. 1 c�.aaw s.T3:n,�R- DETAIL X END CONNECTION DETAIL 1`�J'I END COI\�IECTION DETAIL Z Z FLORIDA BUILDING CODE (High Velocity Hurricane Zone) .'�\�^F F'`• :I`r`.._ ®©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTIJ � fi��s � Accordion Shutter System p . H.V. BADE#1 WJ OR W/o RV.W1NDCtr4'RADE T-7�t 71LL17 TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE D.WIV Sy,' MA. •� +tt-Vi - 6355 H.W.35th.fit, te.S ?05RLiNtA G4?DEN9,FLORIDA 3716 A9sa61atIOTt1 Inc. I OLD 15-080 SjO2ft7 DATE: DSfO2ft7 •'�+ h aY. .Yi 4268 Nest Roads Drive Phonc:(305)871-1530.Fax:(305)871-1531 2 DRAYIING Na —61:N4tecaaaclzom West Paim Beach, FL 33407 y 't�•1 '••••••• '\ 17M1 EH-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 `AJ1,iA` p I WALT. A TILLTT"'P.E. SHEET P.EJSK?� T,\IIR QA7E FLORIOA uc 44167 5 6 18 OF 20 ',REOUIRED L1INIMUM INSTALLATIONS W (1) HV BLADE & HV CENTERMATES Q 2000". Max•I. V.1 1/2".0.035"THICK Mn: ASTM A-653 GRADE 40 1 Max. Min.0-60 GALV.!iTFL 0 INTO METAL STUD WALLS METAL STUDS AT 7.L... - V -------- 0 6"D.C. -Le* - '/2' F@'-@ 1/4'o NOMINAL f ONS AND CONDITIONS OF QSF FI7 I GENERA LIMI ALUMINUM SLEEVE 1 12 '0'i FOR BERTHA(1)IHV BLADE ACCORDION SHUTTER 6063-T5 ALLOY Min. 0 ILREOUIRED MINIMUM 0 M SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4*.6 I/4- 0,035-THICK Min. 5' C. 6 CONT,CALY.STEEL RACX CHANNEL, 43 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, 75 p.s.f. SEPARATION TO GLASS SCHEDULE 1� Max. L. ASTM A-r53 GRADE 40 Min.G-60 0 6'O.C. GALVANIZED F/A. EXISTING FINISH %10 r10 S"TUDS iCRE'r io. -A$APPLICABLE I I I MINIMUM INTERIOR&EXTERIOR FACE 2. MAX. SHUTTER SPAN: 84" SEPARATION 430, LENGTH + I EXISTING GLASS MIN.SEPARATION 'Pi I TO GLASS TO CLASS i 1 5 3. ALLOWED MOUNTING:@ ON THIS SHEET. (4i� I Z4"O-2OX3" BOLT (SEE SCHEDULE) 43 = V 3 1/4- (TYP.) MUST PENETRATE(9 1., 4. ONLYaENTERMATE 21 W/(24)HV LOCK ARE ALLOWED EXISTING FINISH Q AS APPLICABLE WITH 21 GE A SYMMETRICAL LAYOUT. REOUIRED MINIMUM 0 6"O.C. 11373' ' 'I 3/4"x 6 1/4%0.035-THICK Uin.11 USE OF (A2!R)f T�Vy("6�' LONG. MINIMUM) MUST ALWAYS BE CONT.CAW. NEL. INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF .250 tL.050' `G'WEELETR4A0"K C-60 ASIM A-653 0 6-D.C. GALVANIZED F��!ENEO TO DS CENTERMATE. W/(2)86.1/2YCK SCREWS ON `UITFA[OR&EXTERIOR FAC 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS VALID ALSO FOR e!01 EL .. CO CONSTRU TION ------ 8 CENTERMATE n2l APPLICATION WITH BLADE Q PRODUCTS FAB-LOK HID 12 C4.D Ut REOUIRED MINIMUM S I /6-. 1 1/2"x 0.035-TMC lr'E 6 D.C. 2.ASTM A-653 GRADE402 Max- COMPONENTS Min.G-60 MY.STEEL MS HEADER/SILL INSTALLATION EUTAL STUDS 16,D.C. EXISTING FINISH AS APPLICABLE SCALE: 3/8" 1, (TYP.TOP&BOTTOM) THICK _ZEXISTING GLASS---I_- GAW.STEEL TRACK CHANNEL, I- ASTM* -653 GRADE 40 Mi..G-60 I GALVANIZED PAST ED TO STUDS 430 dab 43c I \f (2)#6.1/2-TER SCREVIS ON SYMMETRYCAL SYMMETRYCA MIN.SEPARATION VARIES I INTERIOR&EXTERIOR FACE W CENTERMATES W1 To GL4SS2 toll I CENTERMATEL-u- (SEE SCHEDULE) M. EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE LIN (TYP.) PAM7104 To GLAM \N/1r=*ATI0N(.1O I N C LOOK ISM SNEDLILE) _j LOCK 4 ---–------–--– -------- --------- ----------------- ---------------- .f ��_(2 -------- ---- -------- 24 -—-–--------- _T <jy ......... . -------- —--------------- --------------- ------------------- ------------------ -------------- -------------- 2) 42 21 1 21 21 21 LOCATED AT HV HMER/SILL ENDS ----- -------- ---- ------------- ------- ---- ----- --- VIEW Y '42 4) SIDE CONNECTION TO TRACK C12_� W /4-(Typ-) A MAX.SLACK I-.-3- -- -6 1/2"(Typ.) SLACK DETAIL HVF VC 1/2 EVA FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY,INC. '�\ry % BERTHA HVTM Accordion Shutter System l EC�07 c� A.S.&A. KV. BLADE#1 W/OR W/O KV.WNIM BLADE American Shutter Systems REV.N. DESCRIPTION DATE DFANN BY. XL TILLIT TESTING & ENGINEERING COMPANY $355N.W.36th.StSte305va Association, Inc. I OLD is-080 08/02/17 DA;fF-- 08/02/17 294 . . , cuiv,GARDENS, 3316t A� FLORIDAFLOR4268 Vh.t Reeds Drive 2 Phone (305)871-15ZO.Fox:(305)871-1531 DRMUING No IC VReae... West Palm Beach,FL 33407 ........ NIPES-DO067 9 Phone: (800)432-2204 . Fax: (561)209-8380 17-122 %VALTE slofw�"�' '.." . R A.T1LLrt Jr.P.E, P. StSNWW/DATE FLORIDA Uc.#44167 SHEET 20 OF 20