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HomeMy WebLinkAboutPRODUCT APPROVAL1/28/2019 Florida Building Code Online ,�{..,, ilJ..�.`'''; BCIS Home Log In I User Registation Hot Tapirs Submit sumharge Stats & Faon Publications Contatt Us BUS Site Map Links Search I 1 v Product Approval y USER: Public User is,ourt ARvmvet Menu > Protlutt or Aoplicatlan Search > 6,1icabon Ust I Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1850-R11 Revision 2017 Approved SC BNNED St. Lucie Co 4�t` 1 �PCOAd �� American Shutter Systems Association, Inc. 4268 Westroads DriveWest Palm p p� (561) 209-8263h, FL 33407 � I bfeeley@easternmetal.com (//[]`yam/� Bill Feeley �GC'1 N'�gA�r,®®®R Irodriguez@easternmetal.com IS C9 t!M [� CODE tC®MPUANCE ST. LUC9E`y p+0 c®U 13®C9C JiL Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tllit, 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. d, Validation Checklist - Hardcopy Received Certificate of Independence FL1850 Rif COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code htipsJModdabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQvvtDgs9°/a2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWwa/o3d%3d 113 1/28/2019 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 1 FL # Model, Number or Name Description 1 1850.1 Bertha HV Accordion -Blade 3 ( Extruded aluminum blades folded together thru knuckles and i (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes FL1850 RI II AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-1113 BERTHA HV ACCORDION SHUTTER SYST..PDF Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf Verified By: American Test Lab of South Florida Inc. 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 loads and spans on engineered drawings. FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC ,. INC. DRAWING 17-103 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party: Yes 11850.2- 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL1850 RI II AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF 1 Impact Resistant: Yes 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'-C" for 30 psf negative Evaluation Reports ' ASD.load-for HV1 blade.w/o-window blade for conditions- .FL1850-RSS .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 Created by Independent Third Party: Yes positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other ;spans and pressures. 1850.3 a HV Accordion Shutter - e 1 Only (HVHZ) - Drwg# 17-122 Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection j Limits of Use - Installation Instructions Approved for us '; I Approved for use ou FL18SO R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC I DRAWING 17-122 BERTHA HV ACCORDION SYST.PDF Verified By: American Test Lab of South Florida Inc. j Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level "D". Max. span is 16'-O" and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC INC j DRAWING 1 122 PRODUCT EVALUATION EPO T DF locking rod configuration for the HVI blade, 8'-0" for+64, -72 psf load for HV blade for Keystone mountings T-O" for +75, -75 Created by Independent Third Party: Yes i psf for metals stud mountings and 8'-0" for 110 psf. for HV1 I and HV1A working in unison. See sheets 7, 11, 20 and 19 ' 'respectively of installation drawings for other spans and I pressures. ' flack auxt Contact Us :: 2601 Blair Stone Road Tallahassee F 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. Cc i ht 2007-2013 State of Florida.:: Privary 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 apublic-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 Ney have one. The mails provided may be used for official communication with one licensee. However small 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: "91® G=O NJ https://floddabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgs9%2f°/2ftCOhpJQoeiShOCDrfdDsZb2inLQgznMcxp%2b7HAWw°/3d%3d 2/3 2_\_ TIL IT TESTIlUg S 6 EMSINEEADIU S COMPAf Y A. TILLIT, JR., P.E. REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/ or W/O HV Window Blade tilteco@aol.com FL P.E. L.2 No.44167 FLEE. Lk.s. No.0006719 SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), ACCORDION SHUTTER SYSTEM",HV Blade #1 W/.Ai sheets 1 thru 20 of 20, prepared by Tilteco, Ir A.Tillit, Jr., P.E.; dated 08102/17. This drawing is Report. k NO.44167 H.V. Blade, Walter 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (30j`f!MV,0#ax: (305) 871-1531 PRODUCT EVALUATION REPORT Na 17-08M.01 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004,01-05 dated 11116/05, 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 per ASTM E 8. Report No_ 11 CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11 CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade IIA 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 E330 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 12114/07, 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-07-1095-19015.1bodWO' //' *� 07, signed and IN - sealed by Joseph LaboraDoldan P.E.. +L(7F' Tensile test as per QC metallurgical Reportd, %21, 2008 signed and sealed by Frank E. Grate P.E. as°rA�fM-8. No • 44167 q PRODUCT EVALUATION REPORT NO.17.0802.01 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. M95SILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone.Mounting)And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing #P 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. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17422. 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 # 17422. Minimum separation to glass shall be as indicated on sh9ftjj9sof 20 of drawing # 17-122. 9°9D99 � �btR ....... Ti4�/lam = —A Ir't�i� � PRODUCT EVALUATION REPORT NO.17-0802.01 4 6. MATERIAL CHARACTERISTICS ARID SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.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. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No.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- Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). GENERAL NOTES: L BERIH4 M.V. ACCORDION SMURR R SYSIELI SHOYM ON THE PRODUCT ENLUATRIN DOCUMENT (BEG-) HAS BEEN VERIFIED MI Cp1.I111NCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORWA BNLDINC CODE Me ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCNY HURRICANE ZONES. DESIGN WIND LOWS SHALL BE DEIERI/,INED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC 4'IIND SPEED REQUIRED BY ME JUMSOICRON WHERE SHUTTER Will - BE INSTALLED l•IIIH A DIRECROMLRY FACTOR KE.0.85. USING ASCE'2-10 AND SIULL NOT E%CEFO THE IHNIMUI.I (A.S.D.) DESIGN PRESSURE RATINGS WHETTED ON SHEETS II MRU 15. 19 k 20. M ORDER TO VMFY ME ARM CONDIRE.- ULTBNTE DESIGN I-IND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A5.0. O'9GN WIND LORDS BY MULTIPLYING THEM BY 0.6 IN ORDER TD COURAGE THESE V// MAX (AZ) Sol PRESSURE RATINGS INDICATED ON SHEER 11 MflU 15. 19 k 20. R! ORDER To VERIFY MAY µWon ON go P.ED, AS TESTED. I i E NOT WERLTRESSED, A 33 .^, INCREASE W ALLOWABLE LOMS FOR WHO LOADS WAS 6'Qj USED ql MDR µµyy5. BERTHA R.V. REPORTS: ON SMATTER MIEIA'S ADEWtLY FOR PIII.D AND Wi4E "'s' HIPAET LdW HAS BEEN •/EFFIEO Be ACCORDANCE WAIN SECTION 1626 OF ME ABOYF MOTIONED CODE AS PER AR Mo- ACC: B ADEp0 /021I.01-03. 1015.01-03. 11004.01-05. /1214A1-05. BGSn.02-06. f0609.ol-10 MID 10210.D1-II AS PER TAS 201. Iu 2oz NID VS 2O3 PRGRGCOIs 10 AS PER In 20t. TAS 262 Q TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW SILAGE ® 80505.01-08 AS TAB 201. 202 @ 203 PROTOCOLS AND 022501-0 AS PER VAS 202 PROTOCOL 2 HV BADE 0 MID HJ WINDOW BADE 0 ARE INGINEEREp TO WORK M I M50N VA1H EACH OTHER UNDER ME GENERAL LIMITATIONS AND CONDITIONS OF USE WOICATED ON SHEET 19. 3. BERTHA HY. ACCORDION PW5 (1(J SCRENS), USED AL BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRAl SHALL BE B N%2A5 µ0 / 14KI.25 RESPECTIVELY. 410-Hi NINII.IUM SERIES S CKAOU5 STEEL SCREWS 1MH REGISTERED kci YIELD SINENGHU µ0 le0 kci TENSILE STRMCM. PIN$ SHALL. BE COATED IYRM BERTHA HV pMgOSMIEID COATING SYSTEM p5 MANUFACTURED BY SERIES O COATING STEM S REWS REGISTEKED Mi AIAE STRENGTH SEINER SYSTpAS ASSOCIATION. PINS MUST BEAR THE RM MATTING ALUMINUM ON THEIR NFI.O. FOR 6MINU ALLOY. 4. ALL ALUM ALUM MSONS SHALL BE ALUMINUM ASSOCW10N ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 60fi3-M ALLOY IS 31.7 k5l AND 35.7 Wil 5. ALL SCHEME i0 BE STAINLESS STEEL 304 OR 316 AS1 SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER SIN 50018 WITH 50 "I" TIN. YIELD STRENGTH µD 90 kci MIN. TENSILE STRENGM AND SHV1 COMPLY W/ FLORIDA DIVIDING COOS SECTION 241 IA3.4. 6. DOLTS TO BE ASTM A-307 GALVANIZED SIEEI, OR AISI 304 OR 315 SERIES STARLESS STEEL WITH 35 MI MINIMUM YIED ETAMM T. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV SLADE 0 : 12.13.14.14g15 µD 20 HV BADE 0 k 0 WORKING DI UNISON: 12. 13 k 15 B. EASTERN MET H.V. RILL.. NON 5}111RER yY51EV BFA$ p U.S. PAIQR B6YI9,582 [OMPoNQ115 OF THUS APBRIDW, ARE EOIEILD , CY WHBLE W W PART BY U.S. PARENT 85.458,179 Roan TO EHIS M METAL SUPPLY, INC. 9. R SHALL BE ME RESPOREEM, OF ME CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS i0 BE ATTACHED TO INSURE PROPER µMONAG SFAL/WRR ALL SHUTTER COMPONENT EDGES WHICH ROUGH. MG, FASTENING M COMWMOUS CONTACT WHN ME SOUND TB PREVENT MRO/PAW IMRUSON. E COMRpCfOR i0 10. MEN UNIT (JUST BEAR PERMANENT IAML IN A VISIBLE PUCE I'M WARNING NOT: DURING PERIODS OF HURRICANE 1'IARNIN45 MOUE OWNER, TENMT• OR OTHERS. MUST PROPERLY CLOSE AL,. AND No CFMEWNTES MID ENGAGE OR LOCK All NV AND NO LOCKS. 11. SHUTTER NANUFAONRER'S LABEL SHALL BE LOCATED ON A READILY MEME LOMION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LASM SHALL BE PI -ACED MR EVFFLY OPENING. LAUDING TO COMPLY WON SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERHA H.V. ACCORDION SHUTTER SYSTU'S INSTALLATION SHALL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS WILY BUILDING AND ZONING REGULATIONS PROMISED BY ME JUNSOICRON WHERE POINT IS APPLIED To, I3. (0) MI5 P.ED. PREPARED BY THIS ENGINEER 15 GENERIC µ0 DOES NOT PRMDE INFORMATION FOR A SHE SPECIFIC PROJECT. i.e. WHERE THE SINE CONDRIONS DMM M014 THE P.E.O. (6) CONTACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE MD INSTALLATION INCLUDING LIFE SAFETY OF ME PRODUCT, BASED ON HIS P.E.D., PROMISED HE/SHE DOESNOT GMT, MOP' ME CONDITIONS DETAILED ON THIS USELLENT. CONSTRUCTION SARTY AT WE IS ME CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. WILL BE CONSIDERED DLVALIO IF ALTERED BY ANY UENN , to) SITE SPECIFIC PRGNECR SHALL BE PREPARED BY A FLORIDA REGOOMED ENGINEER OR ARCHIER WHICH MILL BECOME ME ENg10.Eq OF RECORD (EO.flJ FOR ME PflOIECf M'p YMO WILL DQ RESPOHFORSBLE FBq ME pROpER USE OF ME P.EO. ENGAGER OF RECORD. ACTING 0.5 p DE1FWTFD ENGINEER Rl ME P.EO. ENGINEER SHALL. SUBMIT TO MIS UTTER ME SHE SPECIFIC BERGS s SUS aEMR (a) ORIGINAL PCM SHALL BEAR ME WE AND ORIWIIAL SEA. NID SIGNITURE OF ME PROFESSIONAL MMEOR OF RECORD THAT PREPARED M �.. era IL ECOTxa. dlsf,`_<naI(la .i\' J•4A, , TILLIT TESTING k ENGINEERING wmPnne.nn.o 5:em COMPANY e., 6,. D3uFFICANDAn (30)871-1530 . Fox : (305)871-153 , A.T06T„ 1VµOER A qLD A. P.E FLORIDA Ua 1 44167 NAL E P.E SFAI�SIF3,IpNRE/DAM TABLE OF CONTENTS GENERAL NOTES SHEEP I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-SA SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 AREA T HV RI AnE M AND Hy WIN12ow SHEET 4 ag a (WHERE, __ 6PPEICAbi F) TYPICAL SHUTTER ELEVATION h NOTES ON LOCKS IMF SHEET 5 'INSTAILATON DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLANON DETAILS G-M. CONCRETE/BLOCK SHEET T CENILRMATE DETAILS HY SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MIDGMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK ANCHOR SCHEDULE- WOOD SHEET 14A SHEET 15 MSTAEATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DEFAS S-K. WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 N X. WOOD SHEET 18 ARFA 3' HV WINDOW nt 6QE a ON Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4, NV WINDOW 81 ADE (1� ON Y INSTALLATION DETAILS, METAL STUD WADS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.SISS.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach. FL 33407 Phone: (80D)432-2204 . Fax: (561)209-8380 HV. DRAWING No 17-122 _ L1v" VARIES 1 491' P! � 6657' jHV SOLID BLADE1 5, �"' ¢•. �'HV'90'Z1'BO' SMARTER 3HV UNIVERSAL F nerER 1 OUALIFlEO FOR USE V2 OV 0 N ER U PATE 45 1 QUALIFIED FOR USE W/ NV TEMPER I I flV-DIRE) / I D B 6005-TS ALLOY AND TEMPER `'cOIIAUFIEO FOR USE VI HV 6063-TT66 ALLY AND TEMPER UMITATONS OF USE OF BLADE ®ON SHEET 19 6063-i6 ALLOY p� TEMPER 6063-T6 ALLOY AND TEMPER 3R26' I.SW' 095' 3, fi (TYP') 2.670• .WO R.226• _ .984 00 ' 4 ^ .2 <o .99J' � n S o N N •J _ ��s• m .615' 2.092 �7�i n HVrAD'J-ADAPTER;n1ji,g 12 3. 26- OUN3FlED-FOR-USFY!/ HV HV-WALK-OVER-4RAOK - 920 6HV ADJ FLDOR TRACK eLLOY 1 QUALIFIED FOR U E W HV 9 HV TRENCH TRACK 6063-Tfi ALLOY AND TEMPER / O QUALIFIED FOR USE W HV 6063-T6 BLADEYA10 TEMPER /QUALIFIED FOR USE W/ HV BLADE (Il BLADE ONLY. fi06S-i6 ALLOY A O T M R 1, 9 6, 6063-T6 ALLOY AND TEMPER a' 1.915• $ ,1 vNOE$ L938' r .109 .ass .ass' 125' 060• 9_I fiM .060• o _ 6J0 :� ( .093' I 093"$I °SPA 670 L6D6' 1j4 LJO o) 3.5 ' O 3,529• 11 HV CEILING HEADER `2'HV-HEADER%5_jLL 6J0 e.K OUAUFlED FOR USE VI/ HV BLADE(�ONLY HD CEILING HEADER/SIL O RED FOR USE. W/ ITV ALL) ONLY, 6063_TS AUDY AND TEMPER OUAJnED FOR USE W HV BLADE 14 HD WALLHEppER/SILL, SEE SEALLOY FOR MPEDR)'.-' SEE SECTIONS FOR VAUDTIY. V QUALIFIED FOR USE VV/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOT AND TEMPER BLADE 1D ONLY. A L d 3 L 1 . 6063-T6 ALLOY AND TEMPER M MN %YNNI 1• 1'N O.O6Y (1 &"SIDE AAGLESj I _ QUALIFIED FOR USE W/ Hv (ALUMINUM ANGIcESI BLADE Cl) OUAUFIED R) USE W/ HV 6063-76 ALLOY AND TEMPER BLADE CI ONLY. 6063-T6 ALLOT AND TEMPER COMPONENT A D TI T2 (1 2" 15• MAX. 1/8- 1/8' 1e I z' ; s' MAX. 0.192' D.19T 2.5" >' MAY.i 0.190- 0.190• 1 2" 5' NW. O.U9' 0.131' 1 =Z ILTTECO,N.. *! TIWT TESTING & ENGINEERING COMPANY 2• .Y sees n.a. ss . sL. 1...... ao dDa AAM., as h,F mwe (3O5)finnvo, Fm:.Pos)fin-Ivl IT - l: nn-..d.. 1( W-9W6719 RALTER A TUUT Jr. RE ATE Man. U.: 1 .167 D.tu- 3- 120 CORNER POSTS QUALIFIED FOR USE IV/ HV BLADE OI 6063-76 ALLOT AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive Vlest POIm Beach, PL W407 Phone: (800)432-2204 . Fax: (561)209-8.380 HV RAINGUARD 1GC QUAUFIED FOR U01E W/ HV 6063-T6 BLLA°DYEI D TEMPER TM HAOE DRAWING No 17-122 5)6" 3393' .YtS• 163• e • ••I L_N ;r('HV_, NT RMAT QUALIFIED FOR USE W/ HV BLAOEG& ( ONLY 2i HV FLOATING C 6063-T6 ALLOY AND TEMPER QU�FIED FOR USE W/ HV E 6063-i6 ALLOY AND I I a )Ja• ' 1PIIN `I FfiON! }ION (,j( 127) Loc O OC < RMATE C'. QU LED FOR USE W/ HV BIAOE 1QONLY 6063-i6 ALLOY ANp TEIAPER FOR QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TE14PER INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT M QUALIFIED ONLY HV BLADE QI A304• M'4"LL'ED / XOVANE GUI"LL 1F xo- °nm • TP.) ' BVtO PLHIEC 1NRFAaEB 4iE U41 it ry m I� m m = E0.E35 TIWI� I Iona. ale• L1INOER e0.15s E•lI ^� x uers tuuouE Iuwa.E PLAUTm) „ I PUTFn) (���" `OC®-HVEGRESS LOCK 1Oa�l—aq 75' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV V-CO N -C NTER A BLADE( & @ ONLY. BLADE D& li, ONLY. ED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER FOR USE 6063-T6 A w I/4'e 3 JiV 1/4•' 4-20 AISI 304 RIES S.Z T S UJAUFEO FOR USE VI/ HV BLADE 1 M x ® D LOCK BY REO i HARDVARE MORTISE LOCKS OUALIFIED FOR USE W/ HV �L EC iNc. A,S,SaAm A( H.V. TILLIT TESTING & ENGINEERING COMPANY American Shutter S stems Y REY.„, eRO N.Y/. J616 SL. a". JW. Wt41NY Wgam, ROPoM Me Association, Inc. I Pnane : (305)87I-IWO. Fcx : uRA811-IS31 4268 West -- Drive x - 0: 6Tec90aa1— West Palm Beach, Ft-33407 J EB-01O J WN.1Efl A TLLR Jn P.E. Phone; (800)A2-2204 . Fax: 561 209__ ( ) J FLORIDA LTC, 8 44181 0 RIVETING (2024-)J ILLOY) ARGE FWgE MIN U.. n MCNBFM'NgEp R, I" `lm. NEW JERSEY 07004 OR EOVN. KEY CYLINDER. 0.6)5' Min. 1 .125' .- HV. W7POOW HAL OANYN BY: AI.L 1 [ATE: OB/02/1 DRAWING No 17-122 SEMBLY SCHEDULE FOR HV 1 HV 1 1A MCARRKG'E RECESSED NYLO USHINGT RECESSED NYLON BUS HAT WASHER L CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL. 0.188"0 MSI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ #B HEAD a ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD " ® POLYCARBONATE IMPACT RESISTANT HV WINDOW OOR EXTERIOR ' UIREMENTS Al EXTERIOR BLADE KNUCKLE FOR HV (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR m BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ` 14V ® BLADE. TYP nICAL SHUTTER AccPu n.r.s. (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ Pa.324•� BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 046=— (3) HV PIN ©OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL %, P. > SHEET WHEEL CARRI_ AGE DETAIL 39 O OR NV PIN © OER Ci-i] AT [% iOR BIUDE'S KNUCKLE. (SEE NOTE - FOR REQUIREMENTS) V375' BLADE SLIDE'S KNUCKLE (TIT) 2 7/8' RINI am • OPENINGS 1 S 3/4 ON c 1ERs :.9 • 'oe°� J.U�. a. l ETWEEN TYPICAL HV WINDOWn BLADE (1A� AND POLYCARBONATE HV WINDOW DETAIL x.r.s rINNOVATilVE TR TANT HV WINDOWLON 3103 POLYCARBONATETABILIZED GRADE OR SABIC1?eu[uEASTIC LEXAN 103 RESIN' ON SHEEP 19). x.l ASSE SMBLY I Am T NI M HV BLADE SOLID & Q HV WINDOW BLADE DETAILS N.T.S. ....uu.. ILECO •' �4 1 J I ,q D•:• Fe N i TW' IL P.E SfIJ;/yDNAAIRE%04TE TILUT TESTING & ENGINEERING COMPANY esss xn Is..... el.. ]m. w;cuw ww"S. aoow'd Pnm.: (30e)871- WO. fc.<(30)6b-mn bN,lei I T. L. Pd SWRCA Mr. 1 44167 E SOURCES FOR 44 a-.m.Typ.®NNR[:. %va.10' r"". r0W0 9� -t' B.'as py' IVl4Wl 9M ♦ 111 %80 T :3J i].MB wLLxEWN ...asT1 Do. nseolzpDmm%u3MlF n we a n-n/e IS a-h/a ff BYFI:wOBl3u Dle Pm'P iWY3SII%403333FBwaw e.e L cro ea A.S.S.A, American Shutter Systems Associatlon, Inc. 4268 rest floods Drive Weal Palm Beach, FL 33407 Phone: (600)K32-2204 . Fox: (551)209-8380 CISTERN DRAWING No NAM SEE END — CONNECTION DETAILS ON SHEETS 10 W& 18 TYP. WILL HEIGHT. sCJ'•3S m fi3✓ • �? m dry (7� � 1 uvpc-xw k6c $gz I V N g $la p�&E*Ia$Q 1113 u CI!oR� V n e F E N I J K L Y 1I 1 0 y t n uwwlm mom I �q-1e, T D"v✓� `O)+m17"13,-P1 +Vw ©•u .�«©.Oj .Cee T 5 . !I Blw ��• �8;aa(�. t�ia ©. �en U• �3)0. 7 9r+�B wOe an 17 . TYPICAL (T) HV BLADE SHUTTER ELEVATION N.T.S. "NOTES ON HV LOCKS AND C NTUMATES: 1. MANDATORY CONDMON / • ONE HV LOCK 6 or FB SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BVL7�II 7(2 OF SHUTTER SPAN FOR SPANS UP TO 105', AN0 FOR D"TALL�TONS AT ANY ELLVATON. HV LOCK Igj or MAY BE USED AS. AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 2 OR ,� CEMERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHURER ELEVATON. 2. LIMITED MANDATORY CONmmM,IJ h elmooem .,. ....,,.................m.... .. ....._ ...... . HV LOCK Qj OR g SHALL BE ATTACHED TO OR © CENTERMATES YY/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION Q1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTOWL CONDNIDN N• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE, UP TO TWO HV LOCKS Q4 , 2,S OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CEMERMATES OR l2 SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. t' S_I x. .; LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT NAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY AI50 BE USED AT STACKING POSITION (NON HURRICANE POSITION). G 5. �OMEX COND-J2OMCO NNC� *C R10NA2� ONE HV LOCK ® (F5 5 ALL BE USED AT CORNER CENTERMATES FOR MY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 r` SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO A CORNER CENIERMATE W/(2) 1/4 0-21) x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS QS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Chi Kri OF CORNER CENTERMATE •�• A-1-MAN: LACK j MAY BE USED AS AN INSIDE -OR OUTSIDE LOCK. ATTACHMENT _20.3/4RNNU/T4AS SHOWN 'ONSSEU. BE THUMBSCREW I VE. SHEET 8 oONE LOOK S SUSED AT 1HALL BE /2OF SPAN 40R TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDITION /3 FOR KEYsDONIF MOUMING INSTALLATIONS, ONE HV LOCK @ or Q5 or ,@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY.SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or. ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HIM S.S. M.S. LOCATION OF LOCK STAL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6$ W/ 0 OR © TOP AND BOTTOM IS COMPLETELY MANDATORY. AN BOLT AW%Minn aanvi• eun �Fl nw`�, �c ^ TIM't o/H" RIVNUL�DOK MAY BE INSTALLED AT MIDSPAN OR 12' *NOTES ON HD LOCKS & CRY C NTERMATES- 1. NO L 00.- ND CEMFRMITES(1}l DRV W/0 : ONE ALTERNATE HD LOCK 3) MAYBE USED IN UEU OF HV LOCKS Yq4 OR U55 FOR ANY SPAN AND INSTAUATONS AT ANY ELEVATON, ALTERNATE HD LOCK '�iJ4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. AFVOHMENT OF HD LOCK TO,Jy��'1IS W/ 3 Be x 3/e' FN. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECf10N5 HOB-W AND XDC-HYG, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAWMUM BELOW OR ABOVE MIDSPAL USE OF LOCKING RODS CS IS COMPLETELY OPTIONAL =- TT-- C *e A Oi: •• IT TESTING & ENGINEERINGOMPAN TILL ti'• F T] T .1., O.SR11-15e0. Fo.: foas)en-1wl -moil: Iilleco0ool.ttm °/Q JAL EN���1°11 P.E. SB+1�516NM1A(E/GATE 1'10.1 R 0. TL Jc P.E. FLORIW uc. 11 44167 A.SI.S.A. a( American Shutter Syst6me H.V. REY.xn Association, Inc. 4268 \Veal R..de Drive p west Palm Beach, FL 33407 T Phone. (800)432-2204 . Fax: (561)209-8380 , System WIDOW HAD DRAWING No 17-122 I POURED 1 CONCRETE POURED POURED CONCRETE OR CONCRETE BLOCK REQUIRED REOVIflEO \ x\ CONCRETE ANCHORS REQUIRED REQUIRE( CONCRETE DUCE ON - / SCHEDULE ON rI/9'o-20x3/4" 5.5. �— CONCRETE MACHINE SCRfvS \ \ (SEE SCHEDULE ON SHEET 13) \ S(SEE SHET 1]) ULHORS (SEE SCHEDULES ON W/ 1/4"-20 %- SHEETS IS & 14A) NUTS j;OR11 d1 ' -Mln. 0 12' O.C. / _ Cl .l\ - --- I/4"a-203/a'S5. OR 1 R W EO kACHINE SLRE\VS 1• I`Min 1/2' USING 1/0-20 NUTS 0 12' O.C. `r" ^_ 1/2' ` 19 f EO EO E. DI 25G' Max. E. ar ___ _' \ �I� 13 OR 15 O3 on 15 L 1 i EO.• \- .250' I.lax. E D- I n .250' Max. `OPTIONM T I) E.D.• i� '_ cl : I S2_ MINI I , OPTIONAL TO GER (SEES (SEE TO SCHEDULE ., s1¢ET yum "tn Rm LET iiXHH1 I 1 OR 7�• MIN, GLASS � is cuss 11 IXISIING ON $ME( 19 T(R "' MIN. SEPpgpilDN Jx E%ISTING ' (SEE ON 1 - C1A55� PAADFS�& I� MS GLASS 7 NEU 1I) ClA58J SHEET 11) —(SEE SCHEDULE ON Ii EXISNNG � SHELi II) GUS6� Aj"HY'WAL'L 'HEenra-aucreri e o ) I (C) HY WALL HEADER INSTALLATION G9THV"WAL'L HEADFR"IN TAeTION ExlmT+c Exlmxc CV55� MIN Sass4ATION To Glass (s¢ T GIAss� 1 OR �• I I 1 SEPARATION wrv. GLASS TO 4VUL 1 ON yM It FOR aALEOgyO I MIN. SEPARATION I I,' EMSANS CVS6 (SEE SCHEDULE ON T QV 91EEr 19 FOR µµµ��� ��Pyy{ CUSS SHEET 11) 1 6UOESpi & ® a' —(SEE SCHEDULE ON S SHIEST 11) i OFTIONRL Il oPTIOxK�1/4' '� Max. E' 1O.• r L`�.�-.{ - 'lax. 1/2' 3 oR 15 r1/2' __ _ 3 .1 Q 1 19 EO EO I `CONCRETE ANCHORS - i] oa1B 1/4 0--20x3 4' S.S. ED EO PHILUPS MUSS HIM MPCHME SCREV6 USING I in •L n. Mfl/4'e-20x3/6' S.S. PHIWPS CONCRETE (SEE SCHEDULES ON L 1" 1/4'-20 NUTS 0 12' O.. �� DULHORS TRUSS HEAD MACHINE SCREWS SEE SCHEDULES ON J ORCONCRETEBRED ELOCK SHEETS 13 L` 14'i) Mi^ 1'!/ 1/C-20 NUFS 0 12" O.C. PoIIRED CONCflEfE SHEETS 13 & 14A) OR CONCRETE BLOCK \'IPLL REQUIRE( "WACL Sllti INSTA'TeTION'� ----------' ' "i NCRETE ANCHORS (SEE SCHEDULES ON POURED CONLRfTE_/ REQUIRED (F�1HV WALL SILL INSTALLATION SHEETS 13 & 1M) OR CONCRETE BLOCK ../ - NOTE FOR COMI OF IECTHI WALL REOUIRED ,fiHV'WALL SILL INSTA•`TLON 1- SEE SNEEr 6 FOR TYPICAL SHUTTER • E. D. -EDGE OI6TANLE - INS ALLATION DETAILS W ASSEMBLY (SEE SPECIFlCATONS ON SHEET 13) • SEE UITIONS OF USE FOR 2- MOUNDNG SECDONS CAN BE CONBINEO M PNY WAY TO SUR ANY INSTALLAnON. BLAOE ON SHEET 19 Cl)LT`' \_f j1 y BLADE j1!! AiA�ii FLORIDA BUILDING CODE Hi h Velocitv Hurricane Zone P�, `I ® 2017 \tTt111V v ENS.".. 9 EASTERN METAL SUPPLY, INC. : ?' d IL1E C O A■SI.S.A. BERTHA A Accordion Shutter System / TA r * TILLIT TESTING & ENGINEERING COMPANY American Shutter $yG)omS H.V. BSDfi Nt W/ OR W/O H.V. WiNDON BLADE REY.H. DESCRIT"OH DATE pRA1YN ec ML . O •. p �D�r % Q� 1e Goss n.w ]sm. s.. 4.. 3os,..'n awpuu....1a Iran : (3p5)aT1-153p rax Association, Inc. 4268 West Roods Drive 1 oL0 1s-peo a/pz/n w1E: pe/o2/n • ITT .............It . ; (305)p]1-1531 0; tiIft o..oLm' West Palm Beach, FL 33407 x DRAWING No N ' s/o1Y//�� a' Phone: (800)4]2-2204 . Fax: (561)209-838D 3 `%—'I - P.E�SEALfjI�J2/SgIRC�DATE w(JSFA Arc-OTL11F1Jr. P.E. FLOFIOO U4 N S41II2 s 1 7�-. POURED CONCREW ANCHORS I' y CONCRETE - (SEE SCHEDULE ON SHEET 13) ._, `' + 1,OR �• REQUIRED IL ;mqw e1i�.':TIT -t- EDGE OF • IF .11 iw 9i,9E(1 Wy �U, qz �i \ �—E. D.• rFA ILGDIE • J. E%ISTIY.G � 4D I '-EQLEO- ALRµFN�nOiF \ #1OX3/4' HEX +S LOCATION VIASHER HEAD 3 , aF , GR ,fJ TEN SCW%IS 0 s, 1I1 �12 Q.C. I \ 7 \ Le CONCRETE ANCHO (SEE SCRIBE LE SHEET 13) %ISPNG GLASS EDGE OFF I . EIPB IF 1/ APPUCPDLE LE.O. i 1/2'�.--1', E , W i9 M4 04 1. 504A(E Cx 91a]O E.O.J M . 1 iii❑❑❑��G �'$ • a POURED- r'^ 1 OR g��© J �I CONCRETE REQUIRED —E. D.• . O•—� �iG HV`CEILING-INSTALL'ATIONI BI_HV"FL'OOR-''INSTAL"L4TION�t1 —mme EXISTING sRn CLASS i- 81 114e3/4" HER HEAl TER SCREWS 0 V O.C. OR 1/4b-20 Ss MS. w/NM 09'MG. 3 OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) MIN. SEPARATION TO GLASS —(SEE SCHEDULE 0 SHEET II) i yE. o.• 1/2 I I I `OIL on IXGLASS I cuss —I ` 8 EO ED EDGE OF OF GLAD IF 3 1F APPHGBU IF To / E. CONCRETE L REOUIREO FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHE 14) I�"HV WALK -OVER -INSTALLATION avxa'S E. p m 12. O.C. 1.3/4" SEE II 9- 0. 0. NCRErE FIAT HEAD CONCRETE ANCHORS AWREO (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION ACID ONLY FOR UP TO +70. -755 PER AS.D. DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE Q4, SHEET 11 _ I ANCHORS ��-CONCRETESCHEDULES CONCRETE-' (SEE GCHEOULES ON RETE BLOCK SHEER 13 k 1M) �K,r'-HV-WACL'FL'OOR'iNSTACL'eTl_ON \ ` SEE NOTE U(b) ON SHEEP 1 POURED CONCRETE OR CONCRETE BLOCK REQUIRED �) 7 PC% T P14r3/4 F.H. ED.S 0 9' O.C. SEE NOTE 13(b) ON SHEET 1 200 MIN. �.. EO.. ` MIN. . \—V91m % by05NVR \_-,—a xvx SIRUOTRU, sIu) Vel (oECORATM —RAPED GONCRER O HV RAINGUARD INSTALLATION t rL HV'WALE WALK--0V_ER'INSTAL nTION) E FOR COMBINATION OF SECTIONS; KEY_cTONE MOUNTIN IN@TA eTION • E. p. EDGE DISTANCE t THIS INGIILIATION SHALL BE MMUM NUT ,s pW-0. VN SIVNp SPAN B'-0' E i6r.-]R pal SEE SHEET 4 FOR TYPICAL SHUTTER ,OUNPNG SECTIONS CAN BE (SEE SPECIFICATIONS ON SHE 13) NAlApWCEML iO AN OPEERABLEHEN EE%R • DIAOEILA ONNSHEET U19 FOR INSTALLATION DETAILS W/ (D HV B LA COMBINED Nr war ro sort AM' 1NsruunoN. OR ENTRANCE ' uA]•A. DE 114 FLORIDA BUILDING CODE (Nigh VelocityHurricane e •.`T �� m 2017 EASTERN 11. SNPPIY INn > ' ? * ` IZ t\ ��L -o a �A. ATBFiCOn Shutter Systems Association, Inc. 4268 Wast RoaEe Drive Vlest Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA Accordion Shutter S ystem V. Ii.DE #1 W/ OR W/0 fiV. WINCOA' ON TILLIT TESTING a ENGINEERING COMPANY Wss --. So. el.. el.. ]Gs, neON. GREGRE .. J]le Phone : (30 v)BT1-153a . Fa.: (305)871-1511 -moh UIR1cOaol.mm WALTET A t T JF. P.E. FLORIDA uc, p u1s7 REv.xo D[SCPIpnOn oA¢ DRAvN Kr: ut I 0Nr 15 U80 8/02/11 Y1 _ DRAWING No 1 %-1 22 4 s SHEET 7 OF 20 a LL _ eLLk-) A [11Z WbIa wl Imejs E . iDD «Q«©.5m'� AU. ) N /<•o v wNCO CREOE ro cRELE /6aROM) & A.S. TC NfiE ANGLE. GYP) tOx3 a• d O.C. NLL LENCHT. 7A4iE NOMS ON LOCKING RODS ® . HV LOCKS Q or D „NG Ga39 INSTALLATIONS W/Cl)HV ** 0 µTERNITC HV LOCK 0 ON S.En C. B HV CENTERMATES CL�NTEWATTEE90PRUCATIIN wMN p, m 80+ EQ OR S END WA ONN ION �EwsnNG class D TAI ON5HEETS 10 & 181 — — — — — — — — — — — — — — — — — — —L' — — — — — _ — — — — — — _ — — — — — — — — — OPPOSING I SYMMETRYCAL I CENTERMATES k WL HV LOCKS-. IC;, CENTERMATES MIN. SEPARATION IN yy+/ HV LO—CK 4p 3 * 3 0 CUSS (SEE SCHEDULE ON SHEI ,q �==ALea _ 10•�Sm© ®an© I®m HVA O J , _� HVB 1 6 oUTB mI®3Rx * HVC POURED CONCRETE OR ©m®mo•o O O O CONCREIF BLOCK WALL O y^ _ _ _ _ _ _ 70 • ©on©• 5w6.©m /—E%ISnNC Gt155 c1usG� ®°"�•®°"®•©°" i SYMMETRICAL 6 T-/------ REDu ED pp Z�•� ©mom-O -OI^-M r- _ — ®•�6m19.O3m19«�mO9J'`GxNI5Sn6N CENTERMATES 6 IN em7 8m8 6 EE rROsG nox .\ I �� ----- - b * i 0r®o©oo®ew MIN. on W/ HV LOCK FG66 OPTIONAL (SEE SCHEDULE ON 1 T SEPARATIO\ ®u ©� (INFERIOR) 8O• Q8 m 19 «O3 sR 19 • �6 mO9 SHEET 12) 1 i0 GVSS (SEE SCHEDULE\ IN OPTONAL / =1/2" ON SHEEr 11) (INTERIOR)OUT LCONCRETEIICRS 0I6" O.C. OUT EJ �J E RIOF) HVE HVF** HVD FLORIDA BUILDING CODE (High Wocity Hurricane Zone 11 � /T �� I ®201) EASTERN METAL SUPPLY. INC. �iceN'sF BERTHA HV, Ir IL EC ®iwc. A.S.S.A. Accordion Shutter System HV. 6L40E #1 W/ OR W/0 NV. NRJDCW SADE * ` TILLIT TESTING & ENGINEERING COMPANY American $i1T11}Bi $YS}Bm5 REVNn oESCRIeTIox M1E oRRWx IM uL M1, ;' Alx wss x.rr. seu. S1, se. ew, tRR61Ru GWRD+s, RORw sys ASSOCiclicnr Inc. I Dm IS-O60 a/02/f] pp1E: Ofi/@/n x Pnone : (30e)e>1-lesO . Rol : (]o5)WI-t531 4268 West Roads Dfiw ss, West Ponn Esser. �q0/0 (1`CL\G\�'111 VluiCn 0.0nWriat <P.E (BOO)a 2 3204. I..: (56�209-8}60 a 17Y11122 (�`C+ Phone: P.L: $F�1 r 411iE/DAIE . TLOH®A U. B M1 ,S, 5 1CUCCi ALTERNATE INSTALLATION W HV " " LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 & LOCKERS W1 In HV BLADE * o SEE END CONNECTION DETAIIq ON SHEETS 10 3 1 OUT IN rL�nismro a. ss oleo p — -.o-.L Ilr., wo:usfA an zxrE* e. ®s®w©.OwB�elD.®m /S FELL IS amaxw_naAma eVaf®oEiNLxWMuh owWGifp aN TO$ 5xE[r, IMY eE VSFD MM IWS K1F W I D' ®e©, ®u(Fit-n :MiA14Td1 0EiM ME SNPA'I v111aS gIrA. C3 * sEt emn: a faR Iry EaEa® . r wv1, ory sxsT s. f (z053�ao-a14r1nRaEMua. ra -er WYnUV CE"W .I m 1Hw urvun ralPxx, P._on, xrn aysn moss ox EauN. vv SY3. a 13' rvu luraa. y 30.HV_ "r - IN + ©0 HV "7" LOCK (OUTSIDE) Tr - —0 -v OUT 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. HVG* HDD—HVD++ FLOATING STACK IL ECO,ND. TILLIT TESTING k ENGINEERING COMPANY �f less n.w. -1 11., — "I. ell- oe"c s. nmms.n Ph— : (305)071-I5e0 . Fax : (305)011-ISL n RM U� INSTALLATION J) HV BLADE W/ HD CENTERMATES cam_ Ia �0 - — — — — — — — — — — t-------IN--- (, OUT SYMMETRICAL HO CENTERMATES WLAO LOCK (XTERIOR, II I, American Shutter Systems Association, Inc. 4268 Vlesl Roads Dhvo 1Yest Palm BeacB, FL 33407 Phone: (800)432-2204 . Fax; (561)209-8380 HDCHVC SYMMETRICAL HD CENTERMATES WZ ft LOCK (INTERIOR) • s2 ^vns o. laerrm mmp a rap mrs a our a ++ Ivamsu ,uww mrorp rcui .m-wa a .vm rw .0 mnaaao rvrw>,va ena sux0 H.V. BADE DRAWING No 17-122 POURED CONCRETE OR ' -- ---- -- CONCRETE BLOCK WA ^ POURED CONCRETE _ POURED CONCRETE WALL OR CONCRETE OR CONCRETE —POURED CONCRETE CONCRETE REQUIRED �/ BLOCK VlgLL gEOWRED --"-i BLOCK CONCRETEWALL REBURIEDj�2 OR CONCRETE C014CRUE ANCHORS E%ISTINC CUSS % BLOCK WALL REOUI 0 16" O.C. 1 �E%ISRNG GLASS= -.�_ _ jr-ExImNG Gtg55 }_2" MIN. —(— — ) TAN. SEPPRgTIXJ �A J 2" MIN. STING GVSS Me. SEeMADON TO CLASS (SEE �.ED EO i0 GU55 (SEE SQI� E ON H �1 WN SE9N4TIXJt" t L T1 GLASS IEEEMJN SPNUTp 11 FOR DIPDEDANO i/16•x3' MAX, OY SHEET A FOR SCHEDULE M sHW I TO GLASS (g(LOCATE AT ON SHEET 19 FOR (6063-T6) CONT, SUMS(D& 11 FOR BLADE®ANDSOIEOIIIE CNHMEB;(D& (D PLUM.CLOSER OY SHEET 19 FOR11 FOREDHER 510E PLATE. (LOCATE 1/2" I BIPO3 Q1 & Q IXi SHFEf 19 fOOF Q) AT EITHER SIDE MIN :6ME51/2' MIN. OF®)}USE 1' OR 2" MA%.J000/2" S.M.! ') h10X1/2' S.IA.B. i I O I6" O.C.0 16" O.C. -----_/ (AS APPUCABLE)K241/8--_—ALUMINUM CUP ANGE-�4 ` (6003-T6 ALLOY) Ai M4%(1) #IOx1/2' S.M.S. TOCONS ANCHORS SEE OCTAL X FO WPLL AT 1r- D.C. (LOCAT1DR �9' SEE DETAIL % FOR J //,,�� ♦ I SIDE CONNECTION 1 OR �' ERHER SIDE OF ®)1 DRSIDE CONNECTION .0 OR h91 i0 TRACKS♦ 110 •1[3iw TO TRACKS ^wf,8�w©•Oj wG81w t0,.�3. SEE DUAL ) w8.h0 �31w SIDE CONNECTION �w®a/60• ©•�'w A���i'w9�•0w©.�w 1 G �01� 10.�3w 10• @why• Q4w V•�w '� iO TRACKS 1�,}' � �f'�� •.�'Cl'a?iw©.Oj . •31-(Ma l" ©./Jj .�w©. J. mEll' IiP,yvlw�. OwO.�_. YB.0,.@-08-@ R-Qj,e(g �wO.�yjw @ �w�3'� � (0- E� � � yTjw6 l'9 O'�w O.OwC§•OwOO-I\,•V' '' 6w 1i-9'. 1 'V'O�•eD .018m ',. 61w e. w END CON ECTIO DETAIL 1� ���'i � END CONNECTION DETAIL 2 ,U �kND-EONNECTION END CONNECTION DETAIL �4 /-'POURED CONCRETE OR } REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" — — — ^1)��EXISTING GLASS �+ CONCRETE BLOCK VIP1L 4 z I REQUIRED — _ — GL—ASrS 4 MN SEPAWTCN B10a1/2" S.M.S SEPARATION ------------ ----------- 'I +�-+.� _ TQ Gus (SEE o 16- D.C. \ 10 aA4 (sEi D n" ___________,{ 'MR DAY EHEEi \ Sp1ELYAE ON erT Y a'L------ •�_--- - --' I�� MR AN CONCRETE \•1/2 MIN. II MR RVG£DAND -- __� ©OPCIOR(DCR ANCHOR ®� .. - _ ___ ___ < ______ UY SHEEP 19 FCR _ .)T' �ANCHOR� B' �&� 12"O.C. \ 1 BLABBsJ&O 4 �— I�y ON 330..9 (1 i� 06 1/2 MINA O.C. ' 2' MIN. / 5 -0R _ POURED CONCRETE OR . CONCRETE BLOCK 1'lPLL REQUIRED I END""CONNECTION`DETAID C EO • - ( I ______ _ ®_ I _ EO 2' MIN. 12 MIN. _ _ u _.•---1 4.e1 ORGORUI OR 4 ♦ $EE UMRgiIONS OF USE i0R BUOE IA ON SHEEP 19 ��,{ `I j1 CRElJIOR qOR 1 VIEW Y �C W OR I(g• PLAN oR 12 ! O,wC,0a�m10,•�,a DETAIL X ©G E D INSTALLATION 2 (Cawl�•�wOO•ID7 QHY BLADE OR fAl HV WINDOW BLADE INTO ''J';,A%•..END CONNECTION DETAIL (6� '� CONCRETE OR CONCRETE BLOCK WALL �P\'•.......,,• �If, e FLORIDA BUILDING CODE (High Velocity Hurricane Zc �ticeNSF•'` (D 2017 EASTERN METAL SUPPLY, INC. m = IL�E C O �+ A A■�■a7■/i■ BERTHA HV,TA Accordion Shutter Systeu 7 TA " +• �' TE TILLIT TESTING & ENGINEERING COMPANY American Shatter Systems E.N. RV. rM ADE $1 W/ OR W/0 HV. YANDO i B Af 0. IPTION (` OF OF i ms n.. mmu.l sL, s.. wa wvunH G4xeB+:. noRo. v,c ( ) 1530 . Fav : (305)B]1-1531 Pnan.: aos smio Association, Inc. Roofs Drive , p 0. 15-08. OA1E /O:/n DwWx er: u.L. wie ee/ozn RID 1 K4 ., 11 Q .. ...• .- u: 00067hc.aotwm "ALIBE A D. Jv. P.E. Phone: West P.S. West Pm 6axcn, FL 3'4) (800)432-2204 . Fox: (561)209-8380 3 DRAWING No � 7-1 22 6.T1 jUfi/GATE MRIBA Lh. R 44167 A ' SHEET 1D 0F 20 MAXMUM SHUTTER SPAN*'L+' OR -I (N-) MAXIMUM SHUTTER SPAN* (MUM SHUTTER SPAN* -W IAXIMUM SHUTTER (1) 1 IAAKII.IVN ALLOI'"LE $PAN FOR A GIVEN POSITIVEA.S.D. • SEPARATION CLASS FOR INSTALLATIONS W/ A ©I L+' OR "L-" (ft.) FOR R 'L-" (ft.) INSTALLATIONS W/ SPAN*'L+' OR 'L-• (ft.) INSTALLATIONS DESIGN PRESSURE RATING At A�p{.JABL£, SPAN FaR A GIVEN PEOUNREDAFNI (1) SEE BELOW MR MINIMUM & ® O! OT V4/ ONE NSTALIATIONS W/ P AT V! A NEGATE ASD. DESIGN PRESSURE SEPARATION TO GLASS HV LOCK NO LOCK' or RODO ®�SyA UH or HD LOCK GEUTERMATES �IN/ & N RMAT ONE HV 2 & LOCK OR & �W/ OR TWO HV OR LOCKS OR TWO & W/ ONE HV LOCKS OR W/ NO LOCKING RATING (2) PROCEDURE To DETERMINE MAXIMUM SCHEDULE FOR SHUTTERS INSTALLED VRHIN THE DRBT 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF W/ ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP & OR >W W/ NO OCKING OCKING RODS ® TOTTO / ONE HV ODS SPAN FOR WALL MOUNTINGS OR ROOR/CEIpNC: SHUTTER. BOTTOM 0 SEE ( IJOTES T. }9 ODS ® ♦ SEE NOTES },}Q ( LOCK OR ® ® (VAUO FOR MOUNTING (1 �( (2) MINIMUM SEPARATION TO GLASS FOR SHUIIERS AFO. 'c 061GN °µIN` -vim-` c ONCREIE k VII]Op INSTNL,RON$ O Y/ALL YOunN145 k R ♦ (SEE I. 5.0. M.G. op[ i., NOTES }& CONCRETE k YlpOp INSTALLATIONS O SHEET ]) uMMex CONCRETE ek WSTANA¶DNB eKruul¢ oFSI[aFes"At FLCOR/Ci]yx0 MOIIMIxc AS.D. DESIGN N 'I.-R GIVEN A DETERMINE RATING, OEIERMINE MA%IMU1.1 SPAN 1� FROM SCHEDULE. EIYEN A NEGATIVE A.S.D. DESIGN PRESSURE RARING, I.IPXINUM INSTALLED ABOVE 30'-0` ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3'. A. Aza CONCRETE & \V00p INSTALLATIONS O FMOM[ antes V1A11 MOUNTING BOORNTING G MOUNTING (w4) (� oR _} /CEAMG Y8UMW65 U (uN P oR I fL00R/CEM1II:p 1I-0UMINC G.y L. � - RMR l41 IaWHING 1 SPAN 'L--' FROM SCHEDULE. SCHEDULE. MINIMUM SEPARATIO T K SHUnER 1'// ONF 0 'IITH nv U Ix) L-IN l4 NI L -(N 30 13'-2 I6'-0' 13'-2' I6'-0' N) L-(11) U (xl l-(N l♦ IB% L-(II) FINAL PL SPAN IS EOV LOCKING RODS 35 1T-B" 14'-10' 12'-3- 14'-10" ]0 35 40 I2'-3" 14'-9 11.-e' 13'-e" 11'-4' 12'-9" 30 35 40 p'-1_ 15'-0" 12'-7' 15'-Y 12'-T 15'-2' 30 13'-2' 16'-0' JS 1T-8' 14'_Ip' S MINIMUM DETERMINED DEtt@Ex 1+' AND T.--'. TO THE AINx DETERMINED SPANEA"WMTO INSTALLATION W _ / INSTAI ALLATION 1'/ w 12'-3" 13'-10" 12'-]" 1J'-10' 45 11'-11' I]'-1' I1'-11' 1]'-1 69 11'-1` 12'-0 40 II'-3" 1]'-10' CENTERAIATES CENT RHS 50 11'-7" 12'-5" 11'-]" 12'-5' 50 IS 11'-B' IY-3' a5 11'- I1' 13'-1' SPAN FOR COMBINATIONS IN 55 I1'-4' 11'-10" I1'-4' 11'-10' 55 60 65 10'-9' I1'-5' 10'-6' 10'-11' 10'-3' 10'-5- S0 S5 60 11'-6' IP-]' 11'-3" 12'-11' - IP-0' 12'-4' Sp 11'-]' 12'-5' S5 11'- (i0 2' 11'-10• 10 -2' 10-11 IYALL VI/ RpOR/CEIDNO MOUNTINGS: FOR A EVEN PoSITIVE 0.5.0. DESIGN 3 3/0"s 4- 3 >/8i 4' 6p 11'-1' f0'-10' II' -a' 10'-10" IY-0" 10'->' 11'-4' ip' 65 70 10'-6" 10'-6' 10'-2' 10'-6' 70 10'-0' 10'-0' 65 10'-9" 11'-11' 65 5' 10 -Y OETERMIE:RAIINC. Ia+m MAX, SPAN FOR WALL MOUNTING OK 6INDICAE 2 RD DES ' 75 TO' -I" I0'-1 9'-10' 10'-I ]5 9'-e' 9'-8' 9'-4' p'-4' ]0 >5 10'-0" 11'-5' ]0 B 9• 9-6' 13��APX. SPAN USE MRcE EIR 80 g'-0' 9'-0' 80 10'-4- 11'-1` )5 FOR FLODR CEILING MOUNTING INSTAWTIONS. IA N M IM c p TI BS 9'-6' 9'-6" g'-3' g•_6• 85 8'-9' B'-9" 85 10'-0" 10'-9' 9'-9' 10'-5' cHL _R W/ •^ OR 90 9'-J" 9'-3' 9'-0' B'-3' 90 8'-6- 8'-6'1' MR A GIVEN NECADVE AS.D. DESIGN PRESSURE RATING: WITH ONLY TWO Dc.KR —�S` 95 9'-0' 8'-B" B'-9' e'-o' 95 g'_J' e'-3' 99 9'-2' 9'-10' DETERMINE: WSALIATION Y/ INSTALLATION W/ SHUTTER / 100 e'-9' e'-4" e'- 8' B'-9' 100 1• 6 -1' IOp 9'-0` 9'-)' LI-- LWI. SPAN FOR WALL MOUNTING ....METRICdL SPAN - 02POSI� 105 g'-> 7'-11' 1'-4' B'- 4' IDS ]'-11" ]'-n" 1 55 e'-9- 9'-4- INSTALATIONS. 1 MA I. SPAN FOR ROOR/CEIUNG CEN@RMATES CENTERRATES lID 8'-4' )'-]' 1- 2' ]'-11' 110 J'- )'-J' g I10 6'-)' B'-2 Q MA%IA1UM MOUNTING INSTALLATIONS. 105" 2 3/4' •• ] 3/I6' OR 120 125 B'-2' a'-0' J'-3' 6'-11 8'-0' ]'-10' ]'-0' )'-4 115 ]'-fi" ]'-]' I15 8'-4' B'-11' SHURER sPPN 'L+ OR •L= FOR FINAL WXINUId ALLOYIABLE SPAN IS ....>IGS LESS TO 125 T-10" 6'-B' )'-8' 120 )'µ' 6'-II' 120 8'-2 8'-g' INSTALARIONS INFO 1VOOD TO THE MINIIJUN BErvrtiN l:+", 'L2a : ALLOVf D 3 I/1 '•• 3 1/4` 130 T-8' 6'-5' )'-6' ]'-0' IT-9' 125 130 >'-3' 6'-8" J'-1' 6'-5' 115 8'-0' e'-5' SHALL BE LIMBED TO 105 DESIGN T'� • AND USE 2 IS /I6' FOR HV T LOCK®®00 r:/ 140 ]'-J" >'-4" 6'-6' 140 6'-tl' 6'-T 130 US >'-10' B'-1' J'-9' )'-9' PAL LOAD. GO TO ANCHOR 6aUM MUIJ 140 7'-5' '-11 S'-I 1' 7'-3' 6'-3' 140 ALWABI£SCHEDULE SPAN AND ECATE USE WD GTED VALUES FORTHVLCENTERMATES® 145 )'-]' S-9' )'-1' 6'-0' HS 150 6'-10' S'-it' 6'-8' S'-9' e'-]' 5'-)" 1d0 HS I50 J'->' J'-6' J'_5' 1' >'-4" ]'-0' AS.D. DESIGN PRESSURE RATING TO OETEWAINE MAXIMUM ANCHOR SPACING. INSTA TON FIND — 150 )'-2 5'-)' J'-0' _ S'-10 155 )'-0' 5'-5" 6'-10' S'-e' I55 6'-fi' S'-5' 150 155 J'-2" fi'-0' DDNGflE k /ArvSDRi Il000 160 6'-I I' S'-2' 6'-9' S'-6' Ifi0 I85 p0 6'-5' S'-2' 6'-3' S'-1' 6•-Y" 4'-IY 185 1J0 T-1" 6'->' )'-O' fi'-4' t' H.V. CORNER CEMERMATE q3 MAY BE USED AT ALL HOYNTINO INSTALLATIONS. LOCKING SPECIRCATIONS SHALL BE AS INOIGTED ON WALL A. B. C, D, E, MOUNTING F, K 165 p'-10' S'-1' g'-8' S'-4' I70 6'-9' 4'-I I' 8'-J' S'-2" 1)5 6'-P 4'-9' 6'-5- 9'-0' 1Bp I85 190 195 200 205 6'-0' 4'-8' 18D 9'-I I' a'-6' 185 5-10' a'-Y %so 5•-9• 4- -3- 195 5'-9' 4'-2" 2p0 5'-8• 4'-1 205 A•T/[/�i": 6'-1I' 6'-2' I B" 5'-10- W-] 5'_B• 6'-6• 5- 6'-5• 5-5• g'_p 5•_3• 6•-3' S'-1• MANDATORY CONDITION 02 NOTE J5, SHEET S. tt EXCEPT 1HAT LIAXIMl11A SHUTTER SPAN 7+° OR 7-' ANO MFJBMUM ASO. FL MOUMINCNG G. H, 11 DESIGN HALL BE RATING FOR WSTALAlIOVS IEO CWCRETE OR CONCRETE SHALL IO DF!TO A$ TONE LI I-BLOCONNECTIONS 0' SPAIN ANDLBNNECTPAIN TO KEYSTONE I.IOUNTING Nldl>ED i0 464.-J2 p.s.l. O LI\/ BLADE SEE 1d0UNPNG IJ ON SHEET ]. Y FLORIDA BUILDING CODE (High Velocity Hurricane Zane 180 6'-6" 4'-B' W-a' 4'-10' 6 6'-3" 4'-9 190 6'-4" 4'-S W-2• a'-]' 195 .6'-3" 4'-3' 6'-1' 4'-6' 200 6'-2' 4'-2' 6'-0' <'-S 205 6'-0 4'-I' 6'-0 4"-] 4 x�HVTM INC. s1 LIS,p�.\ER V • •L IL A��'��'�A� BERTHA Accordion Shutter System / ' * ( D67 H.V. BADE #1 W/ IX2 W/O H.V. WMOW MACE American TILLIT TESTING & ENGINEERING COMPANY Shuker 5 stems Y R[v.x< o[scannOx ouL ow\vN Br: STA7� •F �.( fiJas NAY. J61x. EI" 51•. Is . NPGINM W ntoo. rL.'G, J316 A$BOEID}IOnI Inc. ML. 1 OLp 15_060 9/O2/1] OA1E: 96/02/IJ Pnanv: (30o)8]I-1530. FVI :OWN171-I531 ' Vim •. �( Q Q -mod: 1x1A<vavvlcvm 4268 West Rood Drive West Palm Beach, DRAWING 4�s ••.. oRID A:+af`�/\Ll E11-8886J,9 Phone:(BGo432- FL ]34W No -/ Iy L�_{`zi% %E 5�/pt_ '�c/ ;YpTL YIN.TER 0. RORIGA TUJi d. P.E. ) 2204 . Fox: (561 )209-B380 Ve 9 44167 / —� 2°L A �..-� ANCHORS SPACING LEGEND W10N WITH AOVAMCEO THREAOFORM TECHNOLOGY BLUE TAP TAPPER+ II4'-0' mmmov000mmmnonoommm - aaYfaWWW •a•a o mmoon®ommmonn00000nonmo on o mm00000mmm000�onn000no® ®�mmovvue�®�onoommm�oononm®moovvommmo�®000 oonm®o �mmm0000Ao�mmmlmoAov mmmvo®eo ommmvoovmmm v ovom®mno®ov00000 ®o ®mmmo®�oommmnnnvommmono�oONm o�ovmmmmv vononoo©oe ®�mmo�000��mm00000mmmoouoommmmoo�PooPolmm�m®�eo�oo®omoo ®mm�00000m®mvuvo�mmmv000eINS M IICII KIM o�momoeoe�onmmoeo MMMER ® m111 ommmmv©voom®mn000emm000000mmmoo mmvoe000mmMICIII mmmoevoemn00000vmo©ovvoo� ©o®000 ®mWall om®m00000�m�m00000�mvv0000mm000000000®®000 all ®m®©oeemm ovvoMEmmm000eo�moeo�vov� m o�eo�e000noneoe mmooovoo 11:1 vmm000000v palmvA00000mmv000vemmooevvo�noeoeov�oeoeoeoppoo 133111211111 m000e ®mMICIN 001111 micall 0 0mm ap000000ppp0pppmp�mqpppoopppopppoeoo[70®®gw 0�pppp ®00v0ppp00001000voC0000v000mOV0 O •' ®moov��oomo=000000movoomovOP000elOAssociation, pp0�mO0�00000®©IO0�0� A000000voo�oevoo � �. American Shutter Systems Inc. 0 i nT�analr..T,�rn-LIT �mm�a�aommm����mm®ar�iaa� �T1-t+r9^naT�_.DJ..q{n �^.jYQj\ ivmmiavn' EKIMe�000000 mmmnnonnmmmnnnnommm nnv mmmononommmonnnnmmm�onn� mmmnnommmmmnnonnmmmnnnnn ' 000vO00000000000mmmnnnnm mmmOnnn mmmOnnnmmmmnOnpm mmmOnnnmmmmnnnnmmmmnnnnm v00000000�ioovv000mmmmnnno rv®mno®®om�°mmonnv®MIMES ��000000A000mov0000m®moni�©® mmmnmmoommmmomonmmummono mmmonnoommmomm��KMIRKM no ' ®Pmp00000e�ioe000000=OREM moo mlmmm�oommmm�mmOmlIDnmmm00 mmmmonoommmn®moommnommeo ovoo°9og000m0000000MUMMA ' ®OOm mmmmm�OOMmnmmnnmMMIMN pp mmmmn000mmmomvoemmoom�eo mmmnmovammmomnooKOKE31 eo ' OOOOOV000O0000O0mmmmm�00 m®mnnpOOmmOmn©vOMIEN 00 mmOmm000mmmomnoomtDOmnmOO �000000�00000000vommoo®000 m�oomvoommmnn000ENEO vo mmm®ovvom®nnnnool®mnnnnoo 0000%0000v000000�Mv®�®vo ®mn000 omnnmonooME" noon mmv000�iomulommoeo[ONE ioeo mnm00000m®mnn000nm0000 000000v000000000mmmnn000l mn ' ImmmOOVOOmOmOmOOOMUKN= OO ®mnvvvoommmn0000[Einnn0000 MEES I'inooe000m�nov000�mnon000 ®m000000monm0000�o©noAi000 fill 0 o mmm00000 • ®EIJ rlvloo9raao�rlv�Ilavrvooralorllam�imm mm000vaannmm0000vmm� o0 omne000lo0 mommoovlo KammO��Op ®m000v000monoovoommm00000 OOeOOOoveOe00voOme K2 MA Goo 000000000mn0000wmnn00000 m00000vOTIDn00O0v000000v00 0000eni00000000000�LEM" =0 n000000o nn00000 n00p=IN mO0y000O�0©OOOVO Ijnvvovo I. ANCHORS TO SUBSTRATE SHALL BE AS rows: (A) TO EN411NO POURED CONCRETE: (Min fc 3 hi) AA' HORc SPACING LEGEND - 1/4.0 TOPCON SARI µVµCE) TNRFPDFORM TECHNOLOGY ANCHORS. AS MWUFACNRED BY LT.W. BUIWIX. (Min, fc J W)- 1/4'0 x 3/4 ALL PoVITS SOUG0 SET ANCHORS- AS DISTRIBUTED TMCON MITI ADVANCED RIRGOFORM TECHNOLOGY BY ALL. POINTS SCREVI. BOLT k SPECALTY COMPANY. (Min. I = 3 1,N) - 1/4 0 BWE TAP CONCRETE µCHOPS VI/ CAP A5 AUNUFAC IRE➢ BY FLORIDA FASTENERS DIRECT. INC. (Min. I'0 - 2 W) - 1/4"0 TAPPER+ µ[HORS AS MVIUFACNRED ST PAVERS ALL POINTS $OLIO -SE! FASTENERS. INC.. µD DISTRIBUTED BY ALL POINTS SCREA1. BOLT & SPECIALTY COMP µY OR PNY OTH APPROVEp LICENSED OR AUTHORIZED VERSION REGISTERED VAM THE µERICAN SHUTTER SSIEMS ASSOCWRON INC. 1'c m 3 tri) OWE TM VA/ LM _ NOiESn. TAPPER+ kit MINIMUM ENBEDMEM IWO POURED CONCRETE OF TMCON MITI ADVANCED THRUDFORIA TECHNOLOGY ANCHORS AND TAPPER} µ[HORS IS 1 3/4•. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. ♦ 56 xS Of uS Fpn A40 WNIVU1.1 EMBEDNEM OF 1/4.0 x 3/1- ALL PCMS GG,,-SEE ANCHORS SHALL BE 7/8' IMD ME POURED CONCRETE NO ELIBEIRIDR PRO STUCCO SHALL BE PERWIED. 1/4.0-20 S.S. WNTHE SONO, USED SWILL BE 1 1/2 LONG LINIIAUM SHOULD BIADF�OM S6ET 19 1' WNIMUM MR VIALLS AM NO STUCCO. SN[CO MM. AND IN A3)µCHHOORS 6'AHULROMIT BE LONG ENOUGHETO REACHCTHE MNN STRUCPAVERS OR ANY WHOM BE TURE pE BEHIND ON SAID WALL RNTSHES. SHALL. BE AS ITWOMA ON NOTES M) & A2) ABOVE. FOR INSTPLARONS ON VINIL SIDIIG OR On VIM OR MHOUr METAL STUDS CONSULT TH4 ENGINEER. FOR INSTAULMON IWO On MILK MEAL RINGS SEE SHEET 2" (B) TO DURING CDNWETE BLOOM CAST, C-90) - 1/4'0 TMCON \'RAP ADVANCED VHROU)MRM TECHNOLOGY ANCHORS. AS UNUFACTURED BY LTV,. BUNDE, - 1/4b x 3/4' ALL POINTS SO(ID-SET µ[,ORS. AS GNUNsUMG W ALL MINIS GORES, BOLT & SPECAEFF ocMWAW. - 1/4'0 BLUE TAP CONCRETE µCHDRS VI/ CM A5 MLWFAL'NRED W FLORIDA rAGOUG S DIRECT. INC. - WO TAPPER+ ANCHORS AS MANUFACTURED W POWERS FASTENERS, NC., AND OISIIURURD BY ALL POINTS SCREW. BOLT & SPECULTT COURANT OR AW OMER APPROVED LICENSED OR AUIHORBED VENDOR REGISTERED MATH THE AMENOM SHUTTER SYSTEMS ABSOCNRON INC. NOTES: B.I) MINIMUM EMBEDMENT TWO CONCRETE BLOCK OF BLUE TAP VI/ CAP ANCHORS AND TAPPER+ µCHARS N , 1/4• AND TMCON I1RH ADVANCED MREADFORN TECHNOLOGY ANCHORS IS 1'. B]) MINLLIUM EMDEDNEW OF 1/4.0 x 3/4- ALL FONTS SOUO-SET ANCHOR, SHALL BE ENRRELY CABOOSES LYIO THE CONCRETE BLOCK NO EMEDMEW INTO STUCCO SNVL BE PERYRTW. 1/4. 0-20 S.S. MACHINE SCENT USED SHALL BE 1 1/2' LONG UNIMUM SHOULD Mcce E%RT, AND 1' MINIMUM MR WALLS L'INN ND STUCCO. 9.3) IN CASE THAT PRECAST STONE• PRECAST CONCRETE PANELS. PAVERS OR ANY MM BE FOUND ON THE E%ISTNG 1'IALL OR RDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND STUD WALL T NISHFS ANCHORAGE SHALL BE AS INDICATED ON NOTES 9.1) & 9.2) MB MR INSTALIARONS ON VINYL SIDING OR On I'M OR VRINOW METAL RINGS CONSULT MI5 ENGINEER. MR INSTAILMION INTO ETS WRH "UAL STUDS SEE SHEET 20. (0) ANCHORS SHALL BE INSCAMED FOLLOWING ALL OF THE RECOMMENDATONS AND SPECTICATONS OF THE ANCHOR'S UNNUFAM,E, (D) SE SCHEDULE BELOW MR EDGE OISµCE (ED) SEROUS SPACING RELATIONSHIP FOR eurxnn< �'�LHY BLADE OR 1 V BLADE W 1 HV WINDOW BLADE WORKING IN UNISON _ EDGE DISTANCEVISSUS SPAGNH- i ANCHORS, ANGS-CHOR µGNP $FAC0145 ARE VALID FOp EWE D'SUAC6 INNGTED MLOW. FOP E Q. LENS THAN THE HDRACCED. OWN, ANCHOR SPACING BY NULT%.YIH2 SPACNG SHOUR, ON SCHEDULE OF THE EDIIDMNG FACTORS. pFDUCE9 $PApNG OBTAINED USIHG FACTOR $HLLL NOT BE IESS THAN MNIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE OIMANCE MEAN W/ AOYANCID MIN. MREDFON TECH SPACING ALL POINT SOLID SET BLUE TM W GAP / WPM + MIN. SPACING 3 ]/4 4- MIN. SPACING - 3 1/2- WN. SPACING a 3• Mf20 WL@IE YN EO.3 W COMPIE SWOR UX EG.2 1/2- POURED CONCRETE h POURED CONCRETE & CGRRETED Iq�O D,� W-�IROX IN ] S,UOK N 101 EO•] 1/1' IOL Ep.21/Y ]• 2 1/2 GAS 0.81 1.0 1.0 0.T8 - 1.0 Q64 1.D 2' 0.21 - - 0.6T 1.O 1 3/4' .:�a1 wH - - - 11/S- - Ohs - ILTCO * TILLIT TESTING & ENGINEERING COMPANY zr-\1` us3 xn. STUN s1. Gm. 3m. WRGI.W. uroD+x rt9wm s3 Phme: (]p5)BYI-IS]O. Ia.: I305)011-I91 mm 0...119 H0. 11b I OW1 , PC E ftR FLOR9A Lc 1 u161 A■�7.�7■Iy■ Accordion American Shaffer Systems RV. MADE #1 W/ Association, Ina. REv.xu OEicRIFr1oN 4268 Weel R0000 GHva 1 2 OW 19-GeD VR,,t PGIRI Beoch. R 3360) 3 Phone: (800)432-2206 . Pox: (561)2D9-8]90 , System WNDCIW MADI DRAWING No 17-122 6'-0" mmmm ®E��i7�mQ9�mmifl2Sa KIRSIMUR mnmmmm O®m onmmmmKINK3 nm mOOOOmO®mmOpmmm®mmOmmpmOff"A mommmommmOmmmmmmmmm®0000nommoommmommoomMMILEN my ooa�mmm000mom®momoomomnonoomIDEM o "Dom®EM2 m00000mmmnm000mmmomnnemmoomn®mm®mmionomom®mmmv°voPio mnommmmmmonmmmmmmoommmmnnommmmmmmvommmmmmmnmmm mmmmmmm®mm©mmmmm®nommemnmo©Doom®mommmmm®mnvmmm mm©voom®mnomoemmmnooPieno momomommmo©vvommmmnmoo �ooeoommmmvvvommmmooeeumnoo©oo�®mom000mmmmvevo avvovoOmmm®ommom��mmnee ammo ©®mommmoovoomm®®®Ammo vmmmmmmmommmmm.®©Deg,g ummmmmml®o�oo®e�i�i�6 enmommmom=®v00000mEomovoo ammmmm nmo�c�isi�emAmo�moommmommmmmmmommmme �00000m0000vvooAsesemoonn000�m�i00000mmome000 Ommmmmmmmmmmmmenm�Tnmeneenmmm©mmmmmmmmmmmmmmmmmmO v00000Iola" vmmmmm 000mrmimmeemmomm®©moo mOOOOOo�om00000 immmmOMmmmmmmOlaR.fL7OOesOmppm®mmmmmmmmmmm mmOmmmmm avoeooWilm veAmkmm�s es� nm000eo®me000eolmmmmvoveo immmmOO©mmmOmmE.R7OOsesep©mmmmmmOmmmmmmMEN ammmmmMmoOvvo�R�A m®©mmmOmO O � � • • O . � •. . ammmmm sesssepp®moomoM In 00=1111 vovom000000e mOOOvOO am0000movov000�nseseseoo©ooeoo�m000 immmmmOmmmmmmm Vill eOpKMmmmmmOOmmmmmmmmmmmmmmm aomoopNEME vvomessesesnm00000mmovvvovommlm°v°v0000 • ammo .mama®w000�o�meseses�no�oe000m000vooemvovvl�mmo 3 IL ECOINC. * ; TILLIT TESTING & ENGINEERING COMPANY "In N.n. all'. 51.l oh...3. NP0XN GI U., MWpA 53 35� Phone : (305)071-1550 . Fax : (305)e]1 MI lad c- al: 411eca900lmm ®-0WfiT9 na TUI A TWI J, PE E Roam Lc. 1 u'W AmS■S■A. American Shutter Systems Association, Ina. 4268 Weal Road a O,ive Weal Palm Beach, FL 33407 Phone: (800)432-22D4 . Far: (561)209-8360 0 3017 CASTM MIJAL SUPPLY. INC. BERTHA HVn, Accordion Shutter System RV. BLADE N1 W/ OR W/O RV. WNEoW BLADE RfV.NO D[SCRIPfIpN -I I oaxnN H-: M.L I DLp 19-000 0/pt/1) 11" O11117 3 DRAWING Na 17-122 HEDULF FOR NTINGTTYRF. 0 THERN PINErvo. 20U6MIN. FR W55' PIN. C=45B% 0. AVALL MOUNIINCS S B:V SPRUCE PINE FIR NORM 1V/ MIN. G=0,93 B.O. %VALL MOUNTINGS S & v SPRUCE INE FIR SOUTH y/ MIN. G=0.36 8.0, WALL MOUNTINGS Skv LtBfBAN(AIB 19bft iNG (-.� . 091 IiCN£F9ft fAW � ASp OyRI RP1IA P.FIDt(WRE(� 10 60 T5 90 GE JO 40 fi0 J9 90 OS 30 q0 60 )6 90 05 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 II 12 I2 12 12 12 12 12 12 12 1T I2 12 12 R 12 12 12 12 12 tt 12 t2 12 12 12 12 @ 12 12 12 12 12 12 12 10 0.5 B.5 12 12 12 12 12 12 12 12 tt I210. 412 12 0.58.5 ]5 13 12 R 12 12 12 12 12 12 tl 9.512 13 139 ].3 3 12 12 12 12 10. 12 12 12 t. 8.5 0.5 12 I2 10 B 6.S S.5 12 12 12 1.5 9.5 13 12 12 10. 0,5 J.5 12 12 9 ] 6 5 12 12 12 12 12 1.59.5 10 8.5 0 12 12 4 12 12 11 8.5 05 8 ) ) 6 12 12 12 L5 0 ).5 6.5 e 65 5 4.5 a 1212 0. 0.5 ].512 I2 1086.59.312 0.57 5.5 CO 12 12 93 6 5 12 12 9.3 ].9 8 4.5 12 9.5 6.5 9 4 3 12 1210.056.54121266.56 11 9 ).5 5 12 12 85 J 6 4 311.0.55.54.915- 12 9 6 5 4- n HV BLADE OR n HV BLADE W/ Q HV WINDOW BLADE WORKING IN UNISON* 6VDE�0IR SIRi I, } NOTES ON ANCHORS REQUIREMENTS- WOOn cuR9TPATrc 1. ANCHORS TO WALL FLOOR OR SWO W000 BOFWF EH BE IS fOLLMK 3, SUBSTRITE SMAL CONSIST of TIE FOIlM.1NG E 1/4 a OON O AYg1pR5. 6S L•y1UFACMREO 8t I.I.W. BNIIOIX WI LII1dNW aIBEUNFM p5 MWGTD AT FKM BECMOnle N ON SNFE19 16 I). 'SOVMERN FORE No. 2 W/ 6.OS5 (NDS) -Eceh B FIR W/ 0.030 MDS) IXCEPIbII SFE NOTE 2 BELOW.. -SPRUCE PPIE FIR NORM W G.0.13 N0.4 -SFIROE PINE RR SOUM R/ Booze (NDS) 2. MWOGS TO HOUMV COMB S BE AS PER MOWONC TPE V. SNEEF IJ ANO SIWL oceepo OF -MN. 1/2- CO% FL1WO0o (IBBB MA) IAB SCREWS M PER NOS 2015 SPEEMEMOONS I 4. AHOMORS SH BE INSOAEO FOLLMYING NL OF WE RECOMMENWTONS MO SPEE11CAMNS OF THE .ANCHORS 6NNUFA M. A. �i / llLl C.0INc. \ A,S S.A. y N TILLIT TESTING @ ENGINEERING COMPANY American Shutter Systems • em N.W. v6 SL. Sb. =1 VIRFoe .00M, RQ.0, c Association, Inc. IF 4 PM1ene : POe)621-155o . rn.: (305)6J1-1531 4260 Went Rene Ome 4 mail: ON,ceOooLcom West P.I. Be.1h, R 334W P1L1 vwIF 11A IDiR Jc PE. Phone: (800)432_2204 . Fox(561)209-8380 _ 11ORa e,. H 14161 Shutter DRAWING No 17-122 YINL FINISH v A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION -ILL �r1CLl y VK MAX SPAN & B i A&VANCED THREAVORI TECHNOLOGY %1/ 1F1/2 Min. ' • B IXOUIRE GO CEO 2' MIN.�1 —,- PENEIIUTON OF THREADED E 8 A 1'l000 BFNA REOUIRCY -- -EDGE (ff PPPUGBIE) ARID t0 E%ISTNG WOOD SIRVCfUR.LL POEOVACY- HIDDEt. �i (SEE SCI IF ON SHEET 19) 1/4'e-20a3/A' S. . OF IXISTNG WOOD EWA pXIWPS }FUSS H TO BE CERTIFIED BY IS i 1M'^' 19 AACHWE SCREWS REGISTERED ENGNEER OR E E ._ ' __ - - IXISTNG Y/000 SES OR SREQUIRED j EO E _ ARCXIfECi y TO NUTS SXVIIER wSEALUTON. i / r�l/2 RAFTER 0 2e• j .O IP D.C. 01 IY9�\\TTY �_ 1 ORQ ON WIM 1/4'0 To TINFPOFORW ADVINGE • .257' FFNE1FA0 ON lOF 1TMRFAOED in l I EXISTING SOFFIT I. I I rMol ARID TO EXISTING =Do E J/4' YOe. INK \_OPIgNLL .I (SEE SCHEDULE ON SHEET 197 r-EOf AM.S. 114e1/B' CONE. ALUN. ME .., . O 6- D11 I (6063-M Al W/ " 1 or 13 (�,t�' (3) 5/I6'0 LUG SCREWS TO 11 or Q Or © FPLH E%ISRNC—i _ EXISTING NW 2'r0 I, 1 I Or © RAFTER OR TRUSS. LOCATE UG SCREENS AT Gri KIDDER REWD MIN. SEPARAnON 1 ro G1A55 I - OPEN H01E AT EACH-� [ MIMMI OF E%6TNC TACOD MEMBER. (2- Din. NOMNAL YXOTh 1 (SEE SCHEDULE ON SHEET 11) E%ISTNG I -I 5801 W ACCEPT I YI/ 2' Min. PENETRATION OF IHRUDED MD. VAUD MR CV55J ' 5/1fib LAG SME. B CENTER OF ME. I)2 Re! l� O ux swn'.A4nM, I I t0 OA4 lSII 1 ; 1D L°"0T'M' ' UM.INSTAS D. DESIGN Mp%. AG.. SPAIN.IS AND 9•-0' 44%. SPAN. 1M5 RELATION $ DV WALL HEADER INSTALLATION -:11 Suee w . Fl INSTARATDx I5 ONLY VXID EXISTING 1vhanaE6WI9g[[T I I I FOR WOI1D W/ LAIN. SPECIFIC I al[00-Ty GUSS—y "ReN/1£ 1^ GRAYRY OF 0.50 AS DOUGVS B�. 1-SEE SHEEP 6 FOR tYCAN S ASSEMBLY, t 11/DaS�IL`s� 1 OR ® j DR ®t FlR OR 50U1HERN PINE Nn 2. OR EDwL 2-INANTING $EC11S AN, BE COMBINED 00.10 w AND vwr ro sMrt aerc wnAuwnDN V HV CEILING ! INSTALLATION &HV CEILING INSTALLATION 2 '\ uN ®e ultl SEPNNTDx (-- ro GU55 I Menv l j HIT 1 OR UW SEPARATOx ro GU55 , j (SEE SCHEOVIE qY SXEIT 11) ISO¢a[4w gonE. IXI USSR 1 9m 101d —(SEE SCHEDULE 1 I 1 IX� G1A55—I I \ I 101Jt fy I ON SHEET 'I) 1 I 1 r•I I' &TEMAT ANCHOR I n 1 FIHISH • III LOWTON 1/a• I \ ]A leh. 3A. Mi d. ENISTNC 1 QASS- HEXj R NAS I I I 2'v6' LAIN. Y/OOD REQUIRED u ( I \ ERHFAO TEN A,DECK (NO FINISH `�"""�`�' ' 2'xB' LAIN, VIOOD � SCREY/S O 12• o.e ALLOWED) / \- ECX FORMED 13 - '•• OR© FINISH PF GO) / ff a i EOTEO DECK 2• ..•-�. S.S. EDGE Of DECK •� 1/4'0PS ��_ L APPUCABLEF \ AWA TAPLON WITH L I' ADVANCED Min. MUSS PHIWPS TRU55 XUD IF APPUGBLE 1•'/ S20 \ LEDGE iPPCON I4RH TECHNOLOGY W/ 1 I/2' Nin. Y W/ 1F1/2 Y// I/KKNE NA1 NVT$ 3' MIN. _)_ OF � 2 Alw. AIIJANCEO TIRUDEDRN ` T:CIPiOLOG( 2S0' CONC SILL PULE PEKE 0 MO OF THREADED MR O UNYIIOTN OF 1V000 2' O.C. O 12' O.C. 1 .�� O TAPCON YRfll LOGY OEGIt IF APPLICABLE I —2' MW.� PENEIIGTON OF TWFAOEp ' AN O Y10WIDT1 OF 1Y000 REO O' p - ' f (SEE SLNEpUtf ON SHEET 15) W ( ECRAMON f MIR ADED MCA I 1 1NE Nin. PEN SKI 15 OF THHFADEO MCA INTO 1'IOOD DECK SCHEDULE ON SHEEP IS ) PULE' ' (SEE SPIFDULE onSHEET 16 )' G HV WALL SILL INSTALLATION � ow V 00 L 11$$ t gl/yE RyA0NI5XnT� OF V V L -OV L O ON ( ZOO¢ Cp G`} �- ® 201)Igh EASTERN APTAL SUPPLY. INC. 1((IIITV AAd' .......... � IL�oFF ECO ABERTHA A�S'.�■Ilis HVTA AccordionShutterSystem ` 2• ///'.DE / / TIWT American Shutter Systems 1 W/ OR W/0 KV. \Ml MAIDE / ,G . 0 STAB-ei TESTING k ENGINEERING COMPANY e)y It9. ,D� %, In. X, NFGWY..I,. ABSociatioTll Inc. xLV.xo D[SCRIRIDx DBE pRllvx ¢c uL �O ••• ••--Q ; a �(.. F( (y •'..... F,� `A(, ROPM I. PAone : (JO ......0 • Poe : (305)0T1-1931 'D H We.a¢mLMnm 'Di 4268 V/esl Footle Dive Vlest Patin Beady FL 3340> 1 OLD 19-000 0/DS/1 pg1E OB/R!/1) ORA4VINC No 114 e 1 Phone- �1 - S(�/���• ��(,\� I� -Plf_•JTAyN(�114ftl�.QQiGATE w0.TER A. Tuff J[ P.E. 800 0J2-22D4 . Faa: 561 209-BJ80 ( 7 ( ) 4 1 •1 �1 �E 1 / FUNCEI M. 144102 EMISNNG CLASSI p `G L _ _ P. SNn/RRICAL_CENTEA14TE5 1v/ 2 0R E ANT D (SE NOTE 4 PBOAJ 12l IM �2 �`VAAoy�nT u ( �9aaaae9 IF TOP &'BOTIOX .D ELEVATION u.N sEPARAnm Ta Ews SFE �I.LUE tl191RT 12 ipi BIdE® ��� MDWMS belt EIXI BIC6m&y�j /1� i V ��L t1YSF •. a IL CCO,.D. A STATE OF TILLIT TESTING & ENGINEERING COMPANY - ' - rw. 3nN st sn. x6... DrPDoW, .. i4f,.'•. fl � pAd M-x: (305))Bn Ee - Fax."mm)Bn-101 _ i1S%•�••�•�••�•1•••{_p`V` 11 \yLLTeT A 1611T 11 P.E. P LU.jEIQ}TJSY41miEfDAYE FLARNA LK./µ1st GMA ❑MONpD GNRDRYDNT SEM WORKING IN 1, NIX, ASD. DESIGN PR65VRE RATING: +110. — 110 PaA. 2.. SHUfIER SP.W: IV. 3..W OD LWNDNM A D. G & H ON SHEETS B, ); /S 01, AS }MOOUN INGGSS N. 0. T. U &E DOOM SNEETS 16 & 17. 7�lyY�1� kI- pSED . AB INCLUDED OOR AT G OR ACCESS SIDEOf H NG 5. (A) HJ WNDOW BLADE fO SHALL ONLY ALLOW A UAYIMUN OF 5 OPENINCS WO HOLES) MR 14 PER BODE AT SPACINGS SHO'NN ON SHEET' 4. (B) MIN. CLEARANCE MOM 101 OR MOTION EM.E OF W MOOM BLWE OF MT rO HOLE FOR ® S BE Jr. (C) FWSE OR L§ BVSNORTERS ➢E COM"D ONT MOM STARTAT ENDS MAY BE W WINDOW BV➢E I (D) M WLNOOW BU E to MUST BE HOED ALTERNATE TO A SOUD W BIFDE(D 1HROUGHONT SHURER'S WOTN. IS) C MITES SINLI. ALRAYS BE RIVALLED µWCENT TO A SWO W BLADE 1 AT RIHER SIDE OF MOM. (F) POLYWVBOtUIE Ny WINDOW 5rW1 BE wST'AIIID 50 TABS FACE 1NE DOFRIOR OF THE OPEMNG B G PROfECIED. Hy I.- µ WST BE OA'LY w$fALLID ANO LOCKED USING A W SITTING TOOL PROMO BY ACED, we B. SEE ANCHOR SPACNC SCHEDULE IAT FOR INSTPIONS IWO WOOD MANE BUILDINGS CN SHEET 15. AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ASCII). T. SEE ANCHOR SPACING SCHEDULE FOR INSMIL.nONS TWO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UMMG, BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ADORE). B. MMUM SEPARATION TO GLASS SCHEDULE SHIIREN SPAu ."MOM SEPATuT' Tp GUS$ IS' Mot. S. N-t ILI *2yJ^ A.S.S.A0 Accordion American Shion, Systems BEVNe HV. 9ADE 1 W/ Association, Inc. DEscxwLlDx 4268 West ROOEB Drive 1 2 01D 15-OW West P.T. Beach, FL JJ4W 3 Axone: (800)432-2204 . Far. (561)209-6100 , TM DRAWING No 17-122 i9•..-Yw. roDp IxgUU DID upuueltJ vuu rWR rnmlc cuss- "x4" Vr— .—wmNc cLa s'm �fn" wx cox Hramv. ---' Mx. slpxamw rDDD-y V \I/ \I� � Rk •� I ( nMSM 21/9' YIH. Nx 11 M ax" ll NYN.B<mSFR PLMCW.� M 9EET 19 nA Dl' I I.1 _ I/3 NK D. tIn6V afCFSO)k Q31 IN PTiSNE ofO) iPnxJ ax•, /I. 5.0.5. 6 O.C.I OIO.0 .1. C. S.M.S. O18 AC. �' 5 � i 1 Oq �'• 4 ! SEE DEIN. x EDG 1 I OR �• SIDE BONNE ox 1 OR �A• SIOE CONNECDON ]O n CaS 4Y•a-•V•'a-p•®o O TRACKS 8 ®_©•0-Q^IOi•� ©•c-c•o•o• ©•o•>-o•o•a- o•c-ta•a-a•a' o•a-a•a-a•a "ND CONNECTION D TAI END CONNECTION D TAI (8 END CONN r.Tl n_u pETAII SIG .4 zr U. cow D/a-. rMCOx Waa ANCED TxaEAnEORu IECIWOLoaY IM BUfyp PIIPIG6 .1 n" D/ I I I/.-P E.. xmI Prnulcm TxarnaoRu tEOIH�0. nv OYmFT ..m T, /DID 1 1A' mt. ExRIWO l-aAss — $Nos a[D'a EE Txev.® PvmaAnm DIIO SNpS o Ir O.c D0.^JDm PFNE12AIaW 11.1n"S.S. 9R0 SNDS O li• O.D. 018 OF.� mxneea'�i n _ r 0OR0; a a•a•6•a'•0•.�. OO•a-a•a-�•a END CONNECTION DETAI J& 4-- �C-GOD (@`.Ca YIEW 91A-uw. wo9D wau._� 24•a`L•a-�%�a •a• (1�Z cal:a 1�DR�i SNOB REO'0. nrvISM PLAN DRAIL END CQ—NFIP N DETAIL fg) FLOROP ILIE ID A..S.S.A. ', 9'•,•, S TE Df ' TILLIT TESTING a ENGINEERING COMPANY American Shutter Systems iCx wm I'D UI 91. su. Jai..G.",...ale Association. Inc. D St Flwnv : (J65Ja]f at tra.Fax cLmm�JV1-191 (Vert POI1O West Roads aR J]aW ,SIB/n•.,J.•I.....`NCo��llft m°Ee-aoo6n9 Pnona: (eooa '/,,' whIER AIMw J., p.E. ) 32-220a . Fax: (561)209-8380 gC'A' TE ROaIDR pc. Y H18] I 1/9' IYN. PLYND06 2-W., M ( nun (AS .VPUCABLE) racy sr �Mi DIASS —T -= o.®.a�.a.a.a. END CONNFeTI0 nrrAH CO a aE019am am RQI mars 44EAim Txw Ir-a• ♦ SEE LBAITATIONS OF USE OF BLADE IA ON SHEET 19 DRAWING ND 17-122 I T4 ll]VS AT IF woqw w= /3.a wahau vll"O,00uwmn 3STEE <0 Sn G-60 L9. O I MIN. SEPAIPAS N µ E%ISTING CUSS-y TO GU1 F (SEE LCHEDULE) 4 N ttP.) m E%IBIING {ABLE AS APPuca9LE 'Bunn.........._ O sb.a K G CONDITIONS uSE FOE BERTHA 1 HV BLADE ACCORDION SHLOTFR SYSTEM INSTALLATION TOM AL STUD WALLS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M© ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRA GE A METRICAL LAYOUT. USE O (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENiERMATE. 1 e 0= O.C. —]—i BwsoN i 1 ' 1 l uia. • q W l 38 'B --------- t/2• t* BLADE SLACK DETAIL HVF IS VALID ALSO FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q 12 vMlE6� ® 6" O.C. T� MS WALL HEADER/SILL INSTALLATION 436i� 4�, SYMMETRYCAL I SYMMETRYCAL I I 1/2- MATES �2.D»•61aK.r m o0 ® 1/4"m NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TOGAS SCH MINIMUM DU P' 3.000' Moi STEOPAG 5 4]c LENCM F 1' 3I/a" 43 1/4-0-2OX3ee BOLT MUST PENETRATE 43c Lm]•-I 250' - O50' NL J a I ,Va-20 THREADS 43c - CO UC (I 1/3' 61A%. SLACK IL ECOINa. AI.SI.&A■ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6SSS N..>11151- Sle. AS tt4LMte..p .... 3116 Association, Inc. Ze : 00S)B)h1530 . FU : (305)971-121 426E %Post Roads aria¢ weceft. West Palm Beach. FL 33407 EB-0006719 a aVER A 71W111 P.E. Phone: (800)432-2204 . Fax: (561)2D9-8380 RORM Ue. / N167 COMPONENTS SCALE: MILK ]Ain. a LOCA0 AT 1© W HFADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK HV. W1tDW! MX oaw" av: u.1. ] M)G 09/03/1 DRAWING No 17-1L2 SHEET