Loading...
HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 dbpr EMS Home I log In I User Registration I Hot Topics I Submit Surchmge I State&FaM I P ��rp ' Product Approval USER: PublicUur Product Approval Peru> Product or AVPNl ]jpn Search> AoolicaUon tlst> Application ll — 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL1850-R11 Revision 2017 Approved C A REVIEWED FOR CODE COMPLIANCE ST. ILUCIE COIJfl9Try ROCCc American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastermetal.com Bill Feeley lmdriguu@eastemmetal.com SCANNED BY St. Lucie County Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Walter A. Tlllit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. 0 Validation Checklist- Hardcopy Received FLI850 R11 COI AMERICAN SHUTTER SYSTEMS INC DRAWING 17- 302 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?pazam=wGEVXQwtDgs9%2f%2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summam of Products Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 FL * I Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thrill knuckles and (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 RI II AMERICAN SHUTTER SYSTEMS ASSOC INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max span is 12'-7" for 35 Created by Independent Third Party: Yes psf positive ASO load and 13'-0" for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables. See FL1850 Rll AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-103 PRODUCT EVALUATION additional loads and spans on engineered drawings. REPORT.PDF Created by Independent Third Party: Yes Bertha HV Accorrlmn Shutt¢ r(C� bo) HVHZ - Drawing#-1T.- 2- E truded aluminum interlocking blades retained by tracks jtop and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R111 AMERICAN SHUTTER SYSTEMS, INC. DRAWIN 17 ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max. span is IT-2" for 30 Created by Independent Third Party: Yes psf positive ASD load w/o window blade, 16'-0" for 30 psf Evaluation Reports negative ASD load for HVI blade w/o window blade for FL1850 RIT AE AMERICAN SHUTTER SYSTEMS. INC DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF conditions Indicated on schedule #1, sheet 12. And 12'-3" Created by Independent Third Party: Yes for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 1 Only (HVHZ) - Drwg# 17- (top and bottom) for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 fill II AMERICAN SHUTTER SYSTEMS ASSOC, INC DRAWING 17-122 BERTHA HV ACCORDION Approved for use outside HVHZ: Yes SYST..PDF Impact Resistant: Yes Design Pressure! N/A Verified By: American Test lab of South Florida Inc. Other: Large missile level "D". Max. span is 16'-0' and Created by Independent Third Party: Yes 14'-9" for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HVl blade, FLIB50 F11 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC DRAWING 17-122 PRODUCT EVALUATION 8'-0' for +64, -72 psf load for HV blade for Keystone mountings 7'-0' for +75, -75 psf for metals stud mountings REPORT.PDF and 8'-0" for 110 psf. for HVS and HVIA working In unison. Created by Independent Thlyd Party: Yes See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Bark Nart canted Us :: 2601 our srone Road. Tallahassee F 32399 Phone: 850.187-1824 The State of Florida Is an AA/EW amdWar. Cawdaht 2007-2013 State of 171.6,1..:: P.waw Statement :: Aamsslblllty statement :: RefuM Statement Under Florida law, mail addresses are public records. If you do not want your e-mail address released In response be a publierecords request' do not send ele,troula mall to this entity. instead, contact Me office by phone or by traditional mall. If you have any questions, please anted 850.487.1395. *Pursuant the Seahni 455.275(1), Florida Stabltes, ellecMm 0miner 1, 2012, licensees Named under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for oil l communication with Me licensee. However email addresses are public record. if you do not wed to supply a personal address, please provide the Department with an email address whlN can be made available to the public. To detemine if you am a Pownume under chapter 455, F.S., pieau dlok bE[€. produce Approval Aseepte: ® C9 ® ® M https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9b/o2P/t/2ftCOhpJQ... 3/24/2018 L ECO uric. TILLIT TESTING G ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: 17-0726.07 July 26, 2017 Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions tilteco@aol.com FLP.B. License No.44167 FL F B. License No. 0006719 PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade #1 and 2 and HV Window Blade 1A SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report. Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein; and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Drawing No: 17-102 (revises drawing # 15-07�9�''". T, A H.V. ACCORDION SHUTTER SYSTEM", sheets 1 thru�%$.2 " u `t.5A and 28A of 28, prepared by Tilteco, Inc.; signed and`Ae�fed �Mr A. Ti t, Jr., P.E.; dated 07/26/17. This drawing is an integral dart of thi?OEyI��on Repart. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0726.07 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance"with Protocol TAS 202. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 021.4.01-03, 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL reports # 1004.01-05, dated 11/16/05, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem, P.E. per Protocol TAS 201, 202 and 203 and completed with ATL Report # 0317.02-06, dated on 05/23/06 signed and sealed by William Mehner, P.E. also per Protocols TAS 201, 202 and 203. Large missile impact & cyclic loading under protocols TAS 201 & 203, Test reports prepared by American Testing Lab (ATL) of South Florida, Report No. 0609.01-10, dated June 17, 2010, signed and sealed by Julio E. Gonzales, P.E., report No. 0210.01-11, dated 02/22/2011, signed and sealed by Henry Hattem, P.E. Tensile tests as per QC ,Metallurgical Report No.3DM-388 and No. 5JM-1022, dated May 20, 2003 and November 16, 2005, respectively; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No.10FM-718; dated June 22, 2010, and Report No. 11 CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr. P.E., as per ASTM E-8. For HV Blade 2: Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05, dated April 22 thru June 15, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. " Tensile test as per QC Metallurgical Report No. 5FM-578, dated 7/6/2005; signed and sealed by Frank Grate, P.E., as per ASTM E 8. For HV Window Blade 1A Large missile impact and cyclic loading under TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform StalleAcret&4,accordance with Protocol TAS 202 per section 1626 Protocols TA ¢`69�2 est. reports prepared by American Testing' Lab of South Florida y p a S.08 and No. 0725.01-08 (Addendum), dated 07/19/08 and 08/'signed and sealed by William R. Mehner, P.E., and Henry Hagen�1��167 x PRODUCT EVALUATION REPORT NO. 17-0726.07 Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics, per sections 2601, 2602, 2607 & 2612 the Florida Building Code, per ETC laboratories report No. ETC-07-1095-19015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07,, signed and sealed by Joseph LaboraDoldan, P.E. , Tensile test as per QC Metallurgical Report # 8GM-693, dated July 21, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Product Approval, addressing Fire Burning- characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load,, as well as maximum anchor spacing vs: design wind load and -shutter— -- - span based on rational and comparative analysis, and in accordance with' section 1616 of the Florida Building Code. Calculations prepared by Tilteco; Inc., dated. July 31, 2006, May 23, 2008, July 1, 2010, and 10/27/2010, signed and sealed by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting 11, sheet No. 7 of drawing No. 17-102. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building- Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), Drawing No..17-102. Maximum Anchor Spacing for HV Blade 1 shall be as indicated on sheets 13, 14, 15, 16, 17 &28A and 17 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Maximum Shutter span for HV Blade 2 shall be as igVjpted of Product Evaluation Document (P.E.D.), drawing No. 17-102. a!� uur�nn r'span for HV Blade 2 shall be as indicated on sheet 25 qPl;' .ij}Aftkaluation Document (P.E.D.), drawing # 17-102. MaximuR Ifabe as ��,, indicated on sheet 26 of 28 of Product Evaluatioln Documentd (�P..E D df wing NO.44167 i PRODUCT EVALUATION REPORT NO.17-0726.07 17-102. Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 17=102. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20, 21 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements. for use of locks and/or locking rods,shall be as indicated on Notes on sheet 5 of 28, note 10 on sheet.1, and 28 & sheet 28A and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. . For HV Blade 2 shall be performed strictly in accordance with details indicated on sheets 21, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), .drawing # 17402. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Requirements for use of locks and/or locking rods shall be as indicated on Notes on sheets 21 and 28 and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.),. drawing No..17-10Z The HV Blade working in unison with HV Blade 1A shall be performed strictly in accordance with Limitations included on sheet 28 of drawing No. 17-102. Minimum separation to glass shall be as indicated on sheets 6,7,18 and 19 of drawing 17-102. Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 17 and 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 102. Anchor specifications for HV Blade 2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document (P.E.D.), drawing # 17-102. , P��ER A. ''VXGENS vP NO. 44167 PRODUCT EVALUATION REPORT NO.17-0726.07 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 indicated on sheet 1 of 28, of Product Evaluation Document (P.E.D.), Drawing No. 17-102 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.' 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES' as defined on section 1620.2 of the Florida Building Code. ' 7.3. Product shall only be installed into poured concrete, concrete block, wood frame and metal stud walls under the Maximum Span and Maximum Design Load limitations indicated on this drawing, -as applicable. 7.4 Limitation of use for Blade HV1 used in unison with Blade HV 1A shall be as per sheet 28 of 28 of drawing No. 17-102. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). �. jGENSF • ✓� No. 44167 .1 *: 1. SWIM N.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVAUATON DOCUMENT (PE,D.) HAS BEEN WIRED FOR COMPWNCE IN ACCORDANCE MIN ME 2017 (6N EDITION) OF ME FLORIDA, SOWING CODE. DESIGN M1ND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE, TOR A BASS WIND SPEED REQUIRED BY ME JURISDICTION WHERE SHUTTER KILL - BE INSTALLED WRH A OIRECTIONWTY FACTOR K6.O.Bq USING ASCE 7-10 AND SHALL NOT EXCEED ME MAKMILM (ABD.) DESIGN PRESSURE RATINGS INDICATED ON SHEER 12 TNRU 17. 25. 26. 26 & ZEAL IN ORDER TO VERIFY ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOANS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLIWG MEN BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE MONGS INDICATED ON SHEETS 12 THRU 17. 25. 26, 28 M 26A, IN ORDER TO VERIFY THAT ANCHORS ON MIS Me. M TESTED, WERE NOT WFRSMESED. A 33 K INCRESE IN ALLOWABLE LOADS FOR WIND LOADS WAS M USED IN MER ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEDUACY MR WHO AND IARGE MISSILE IIAPACT LOAD HAS BEEN WHAED IN ACCORDANCE DA N SECTION MIT OF THE MOVE MENDONED CODE AS PER AR REPORTS: -HV BIJADE01 (0214.01-03. 00715.01-03. 11004.01-05. #1214.01-05. #0317.02-06, 00609.01-I0 AND 00210.01-11 AEi PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS. -HV WINOM BLADE ® /0505.01-06 M TAS 201. 2D2 & 203 PROTOCOLS AND 0725.01-06 AS PER TAS 202 PROTOCOL -W BUDE 2Q/0422.01-05 AS PER TAD 201, TAS 202 MD TM 203 PRUTDCOIS. 2. HJ BLADEQI µ0 HA BIADEQ3 6RE ENGINEERED TO FEAR IN UNISON WIN EACH OTHER IN SIRES WHERE ME DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INVEIGH ZONE 4. PAW W BIADI W WINDOW BI (I ME ENGINEERED TO WORK IN UNISON MAN ECH OTHER UNDER ME GENEAL DMTAMMS,µO CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERM, H.V. ACCORDION PUTS (W SCREVVS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONKOMON TO MCK5 SHALL BE 1 102A5 AND / 14KI.75 RESPECTIVELY. 410-M MINIMUM SERIES STAINLESS STEEL SERER WIM 135.0 kel YEW STRENGTH AND 180 kel TENSILE STRENGTH. PINS SHALL BE COATED WRH BERM HV DACROSHIELO COATING SYSTEI AS MMUFAC711REU BY APPROVED COATING APPLICATORS. REGISTERED WNH AMOROI SHUTTER MMMS ASSOCURDOW PLUS MUST STET ME W MMUNG ON THEIR HERM 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM A4pCIMON ALLOY AND TEMPER AS INDICATED ON SHEER 2 AND 3, MINIMUM YIELD STRENGTH FOR 6063-M ALLOY IS 31.7 al AND 35.7 Wi FOR 6005-TS ALLOY. S. ALL SCREAS TO BE STAINLESS SEEL 304 CA 316 ABA SERIES OR CORROSION RESISiMM COATED MOOR SREL AS PER DIN 5001E WITH 50 le; MIN. WELD STRENGTH AND TO kei MIN. TENSILE 91RENGTH A SHALL COMPLY W/ FLORIDA BOWING MOE SECTION 2411A3.4. 6. BOLTS TO BE ASN A-307 MVMREO GAl OR NSI 304 OR 316 SERIES STAINESS STel M35 kei MINWUM YIELD STRENGTH. E: 7. SME FOLIDWWG SHEETS FOR ANCHOR SPEancKnoN6: W BLADE IQ. 13,14.15,15A16.17 A 2M W SLIDE 28. W BVDE 3 & ® WORKING IN UNISON: 13. 14 A la S. THIS BERM, H.V. ACCORDION SHUMER SYSTEM BEARS A U.S. PATENT #6'779,562. COMPONENTS OF MIS APPROVAL ME COVERS), W V31OIE OR IN PANT BY U.S. PATENT 15-458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R S N BE ME RESPONSBMTY OF ME COMPACTOR TO VERIFY ME SOUNI OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SFAL/CMJ K ALL SHUTTER COMPONENT EDGES MACH MUUN. MRU FASTENING IN CONTINUOUS CONTACT WITH ME BODING TO PREVENT WIND/RMN INTRUSION. 10. EACH UNIT MUST ASIA PERMMEM LIBEL IN A NSBLE PUCE WITH WMNWG NOTE: WRING PERIODS OF HURRICANE WARNINGS HOME OWNER. MIAMI OR OTHERS. MUST PROPERLY CLOSE NL W AND NO CENIFRMATES MO ENGAGE OR LOCK ALL W µD HD LOCKS. 11, SHUTTER MAMOCMRER'S LABEL SHALL BE LOCATED ON A READILY WSIDIE LOGDON AT ACCORDION SHATTER W ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LMEL SHALL BE PLACED FOR EVERY OPENING, IABEUNG TO COMPLY WIN SECTION 1703.9.2 OF ME FLORIDA BUILDING CODE 12. BERM, H.V. ACCORDION SHUTTER SYGRNS NGN LaMN SHAL COMPLY WTN SPECS WINCITED IN MIS ORAWWG PLUS MY BUILDING MD ZONING REGUUDONS PRONGED BY ME JURISDICTION WHERE PERMIT R MPEED TO. 13. (a) TANS P.E.D. PREPARED BY M6 ENGINEER IS GENERIC µ0 DOES NOT PAMOE INFORMATION FOR A SIR SPECIFIC PROJECT: I.e, MORE ME ME CONDITIONS DEMM FROM ME P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE AND INUALUIION INCLUDING ME SAeEIY OF MIS PRODUCT. BASED ON THIS MD.. PRONGED HE/SHE DOES NOT EMIRS FROM THE CONDITIONS DETAILS] ON MB OOCUMFM, CONSTRUCTION SMTY AT SITE IS ME CONTRACTORS RESPONSIBIU . (a) THIS RED, DOLL BE CONSIDERED IWAUD F ALTERED BY ANY MEANS. (A) ATE SPECIFIC PROJECTS SHALL BE PROMISE) BY A FLORM REGISTERED ENGINEER OR MCxIECT WHICH WILL BECOME THE ENOINEFR OF RECORD MOO.) FDA ME PROJECT MD WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME RED. ENGINEER OF RECORD, AILING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO MIS UTTER ME SIR SPECIFIC DRAWINGS FOR ANSI (a) ORIOINPL P.M. SHALL BEAR ME OATS AND ORIGINAL SUL MO SIGNAMRE OF ME P110"O61R1�,c WIR DF RECORD TAM PREPARED T. P.E. TABLE OF CONTENTS AREA 1: HV BLADES (1) QA & (2� GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SKEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2: HV BLADE n AND HV WINDOW SHEET 4 BLAD 8 (WHERE APPLICABLIF1 TYPICAL SHUTTER ELEVATION & MOM ON LOCKS SHEET 5 WSALIATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CENM MATE DETAILS W SHEET 8 CENIFANATE ALTERNATING DETARS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DI 1-6, CONCRETE/EWCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 MOOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE SHEEP 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET ISA MCHOR SCHEDULE- WOOD SHM 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSFMLAEON DEENLS MI WOOD SHEET 18 !INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X. WOOD AREA 31 SHEET 20 HV BLADE III) ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS MI CONCRETE SHEET 22 CENIERNATE DETAILS HD SHEET 0 END CONNECTION DETAILS 1-6 & K CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE AREA 4: HV WINDOW BIADE GA1 ON SHEET 26 Y TYPICAL WYNOOW BLADE &WINDOW OETNL SHEET 27 TYPICAL SHUTTER ELEVATION AREA 5: HV WINDOW RI ADF n ONLY SHEET 28 INSALIATION OEEAILS, METAL SAND WALLS SHEET 2M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA C)2017 NLTECO, INC. (ENGINEERING) IO2O17 EASTERN MEAL SUPPLY, INF BERTHA HVTM A.S.S■A■ Accordion Shutter Syster .V. BLADE 1 W OR W/O H.V. TWNOOW EWE & V. SIM TILUT TESTING & ENGINEERING COMPANY American ${1U11er S/S}em9 eE.xe DaIA."Nan Rerz N.60 LO "MNM, M:A. In. ex. N%Yen. CURM. FURY. S]10 A990C(a((One InC. 1 OLD 15-M8 0/2117 CATS: 07 1'. PAene : VOIA71-1530 . Fax : (305)e71-11T1 4266 Weat Real. Drive 2 v-.: Nwoa lad.- III Palm Beach, FL 33407, a DRAWING No WNWALUT . OC a Px Phone; (SOa)432-2204 . Fax: (561)209 'VDT 4.85] COVE D UNDER US PATENT If 5458179 V HV MAL) 1 HV WINDOW BLADES COVERED UNDER US PATENT B 5458179 UMRADONS OF USE OF 81AGE ® ON SHEET 28 6005-T5 ALLOY AND T,LMPER 6063-T6 ALLOY AND TEMPER 3.5s§ 570 2122e Oon- a.] ©HV ADJ. FLOOR TRACK QUALIFIED FObf�USE W/ HV BLADE (IJ & (2i 6063-TB ALLOY AND'TEMPER 1.917' 061' -061• 60 HEADE 11 HV CEILING R 0 FlEO FOR USE W/ HV BLADE 1 ONLY. SEE SECTONS FOR VALID 6063-76 ALLOY AND TEMPER YN XYN YYNI 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (D &© 6063-T6 ALLOT AND TEMPER } IS 4B9J• O7 HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE Qt &02 6063-TB ALLOY AND TEMPER 7 vaRRs .IWrp 069• 6 - $ 0. T• 870 1� HV HEADER/SILL QUAUFIEQ FOR USE W� HV B((�ADEONLY 5063-T6 A" AND TEMPErsN-- OHV UNIVERSAL FLOATER. QUALIFIED FOR USE W/ HV BfADEQI &Q 6005-T5 ALLOY AND TEMPER m• ]2 9 1• 8 • 4 6' BQ HV WALK —OVER TRACK QUALIFIED E ADFEO SE W/ HV & fiNDATEMPER $ 093• 093' bI Y 670 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADET SEE SECTIONS FOR VALIDITY. 6063-16 ALLOY AND TEMPER COMPONDA A B TI T2 BLADE UMIR Q 2' l/0 N1 ®2• tU-118. 0.192' HVO 9 zli, 0.100' NVO1 QUALIFIED ro USE W/ HV BLADE 11 & f`11 6063-76 ALLO AND ENPER 0 - 991• 042 12 .920 O9 HV TRENCH TRACK OUAUFlED FOR LASE W/ HV BLADE 0 & ( j ONLY. 6063-16 ALLOY AND TEMPER VMS 1.936• 9. .12 09 14 HD WALL HEADER/SILL QUALIFIED F03 USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER X Y t y 2• 2 0.125• 3' 1 S 0.090' 6063-Tfi I9 ' OS HV 90•�180• STARTER QUALIFIED ):OR USE W/ M/ BLADE 1 2, (2� 6063-T6 ALLOYA TEMPER 1 HV RAINGUARD QUALIFIED FO USE W/ HV BADE 11 &O 6063-T6 ALLOY AND TEMPER 140' 14D' o 6J0 �Oi. 3sfir 15 SHD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE D& D 6063-16 ALLOY AND TEMPER ,. d`y�'Y' *GENSF'•% '� 44187 A :. �¢�/�.[%.'1L��).'❑l[7 ?�W ,A, .F �(�,\a 1`1 �F` O '•'D'��� �V•I,l` ©1a1T R,rW. a¢. (D EEniND) A.S.S.A� American Shutter Systems A950DI0}IOD, )OD. 426E West R00E6 Drive West Palm Beach. FL 3307 Phan,: (6DD)432-2204 . Far. (sfil)zD9-63GO 02017 EASTERN METAL SUPPLY. VIC BERTHA HYTM Accordion Shutter System V. RUDE 11 W OR W/O KV. WINDOW BLADE & N.V. BLADE TILLIT TESTING . MI.N 'ENGINEERING COMPANY Yelph.. z (305)57u- 5JOx6�.: (�]0.5 e]1�imiv _py; Olve .— E9-00D6719 MN1fR A T MT Jn P.E RowDA Uc / 44157 PTexO DLscwPnax DAM DRAWN Do LC. I Yo m-.% mpe/17 w - mryfi/17 i DRAWING No 1 7— 1 02 ] 4 P.E. �. ,IFI P.SwymE(A1iIRE/GATE 5 SHEET __ x 9J•a .745' 062• 132s• s 1i © HV CENTERMATE OWLIFlED FOR USE W/ HV BLADEQ& ® ONLY 6063-T6 ALLOY AND TEMPER PW� N FRONT ELLYARON LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER 0 L70C QUALIFIED FOR USE W/ HV BLADE 1 & 2 6063-TES ALLOY AND TEMPER VN lx MN. I/4' P-LI Si OR J/Bi-I6 I� -.5) CRF/E. SIS ® LACKING RODA QUALIFIED FOR USE W/ HV BLADE D& Q 6063-TES ALLOY AND TEMPER Q 5 INSTALLATION WILL REQUIRE A 7/I6' HOLE O OJFD AT TRACKS FOR PROPER EMBEDMENT ONLY 6063-76 ALLOY AND .0 4• 56• Y 1 el ob1 n rl LOCK CEN QUALIFIE6D FOR USEALLW1Alm T lPFA 1 ONLY 6063-76 ALLOY AM TEMPER 4-375Y © HV 3f8"0-15 ACETAL THUMBSCREWS QUALIFIED FOR USE,N/oiW P}ADE Q& Q 0mi -ffi1 s--2o rAST � lain �m �G o-vm 0 TmJ 318 & (OI.W1L HV LOCK _ eT • QUALIFIED FOR USE W/ W SLADEQ& ® ONLY. 6OG3-T6 ALLOY AND TEMPER 2• 02 ' ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADEQONLY. 3.151 7 C 15E WAiIFIED FOR USE W/ HV BLADE 1 &Q2 6063-TES ALLOY AN0 TEMPER 1f�l/2•I J LI/!0 A-20 AISI 304 SERIES S.S. THUM CR QUALIFIED FOR USE W/ HV BLADE R & Q 1t�7� nsT xwmm vW¢ flVID PMR01 eR69 T1PN pleb 6R406 EvlmoEn LCwmME MT(D) ® HV EGRESS LOCK OUALIFlEDB�)R USE V7/ HV BLADE(1J14 ® ONLY. x50• 0.0. ",,. PVSTa NEW) "�_yli--Illrl}JgeIIILF- IB• uoIUED scREw ex ]ISO• AFTER RIYflIRt 1/4"Q-20 x 3/4" OGRE RmmNc S.S. THUMBSCREW 1/4-0-20 RIVNUT+ *Mn eW All ... (xaN-U Ml Y) IMeE MNCE TNw SLIT NV W. PMT 10020. M MMWa REO EY MEL GRAM TD(TOM. PMS .. NEN JERSEY MOM M EOWL ®Hy- QUALIFIED FO$ USE W HV RUDE t ONLY. ® HD LOCK BY REGENT WDWARE MORTISE LUCKS SERIES 2333 HOOK DOLT LOCK QUALIFIED FOR USE W/ W BLADI ® &Q SE11'Q�1� r^•••••..... ✓ L ; jceNSF •. a •k 9 ' • P r' �6 LL •'`[OR\......:EI\ '� S�SS/i ES/ ET AA1 �.`i1EE C)2017 %Trio. ISM. OINOWE0m1G) AM M M S S A American Shutter Systems AS90CIOR001 Inc. 4268 Wnt R.W Drive West P.M B.0. R STb7 PMm: (1300)432-2204 . F. (561)209-8380 ®2017 EASTERN PETAL SUPRY, INC. ' ENGINEERINGCOMPANY TILLIT TESTING & ENGINEERING COMPANY vl wpl:a : (30 epr1 RS . F- : ((]OS)071-101 E1- 6710 MM A RWT al. PC "FUM Ua 1 441W BERTHA HV- Accordion Shutter System .Y. BLADE 11 W OR WIG NV. WINDOW BLADE & H.V. RUDE MA. G6fmmaN I GATE OWN Im I.G I an 6-97e 07/2V1 wTE: m/x6/n x DRAYfINC No 17-102 a ',,TI' P.C. sfi0•/EWIPanyuniE 5 1 1 SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV A AND HV Q BLADES. 0 HV BLADE 1 HV BLADE IA 2Q HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING ©9 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (1) W PIN ® SRAll ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ W(D OR NM ® BLADE. (2) W PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SY'STG2 W/ W(j BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC' AND 'DO', SHEET 22. (3) W2 PIN © OR ® W/ 1/2' O.U. 1/16' TRIM S.S. WASHER SHALL BE USED MR DIRECT MOUNT INSTALLATION PER DETNL X, SHEETS It & 24. P.E. EXTERIOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" 1' OD 324" 048' r TYR. BJ ,GL��i177ITeT�T3Si�i� / IILIECOINC, \ I LLLT TESTING & ENGINEERING COMPANY J6n. SL, W. JW, MPGNM CANa9. RON. A r9�.: no�)en-tmo . Fa.: (oosle]I-1m1 - is IdtecoOeM.com WALP.E FLORIDAORIWOA Ye.. 1 .167 :J (J)® or® 11 I .1 Q® or(D 111 11 EXTERIOR RV PIN ® OR ® AT CKTENIOR WAGE'S KNUCKLE. (SEE NOTE Y FOR REQUIREMENTS) I ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone A■S■S■A■ American ShuHer Systems Association, Ina. 4268 Weal Road. Drive 1Veet Palm 8 .ah, FL 3340T Phene: (800)432-2204 . Fax: (561)209-8380 02017 F/STERN NETAL SUPPLY, NC. BERTHA HVTM Accordion Shutter System Y. RUDE I W OR W/0 HY. IYPmOW BLADE & H.V. BLADE 9[V.Ne 9rsc9wn9x 9Arz aawx a,: Lc 1 an 1n-Ne 9v9e/n 0A1D mAxe/n i DRAWING No 17-102 IPI-7 IT`��I��m II � V I ,LL �II I�Arl;a�Ll�i�sl� -Y�Y L�� SL O. O� O� ©• O� O• O• O� O•' O• O• O• O• O• O• F ©v®v©. Oj m©m10 •�3o 10•®ex©•®m©•©�m J 8O•®v19. ®m1®•�5vO9 TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. 3�p s$bspjp3p3j 0g� C �4�`F77 OF CORNER CENTERMATE + NOTES ON HV LOCKS AND CENTERMATES: 1. MANCAIDRY cOxOmpN 8e pNE W LOCK (Sar SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B¢¢,�OW ][2 OF SHUTTER SPAN FOR SPANS UP TO 105, AND FOR INSTALKTIC T ANY ELEVATION. HV LOCK 1� ar �" NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATADHED TO �)1 OR CENTERMATES W/(2) 1/4'0-20 K 1/2' LONG MT HEAD 5.5. M.S. LOCATION OP MOO( SHALL BE AS INOIGTD ON TYPICAL SHUTTER ELEVATION. 2. LIMITED MANDATORY CONDMON J, ALTERNATE MA4DhMRY CON 7W0 HV LOCKS OR Ofl ONE IN LOCK OR W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE S F ANY SPAN ANO IN AUAT AT ANY ELEVATION. HV LACK ® OR ® SHALL BE ATTACHED TO j OR � CENTERMATES W/ SANE SPECIEGTIONS AS PER MANDATORY CONDITION et. LOCATION OF LOCK OCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULE @3 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR MR SECUM PURPOSES. UP TO TWO W LGCK5 BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENITMAM OR 52 SHALL BE f5 INDICATED ON NOTE (1) PBOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTER ELEVATION. 4. • LOCKING RODS 0.RE NOT REOUIRE0 AT URRICANE POSITION, BUT NAY E USED IF DESNEO TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSTION). B. MANDATORY COMMON /2: ONE W LOCK 9 ® 5 BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSEALBATIUNS AT ANY ELEVATON. MY LO K , or 8 SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO G3 CORNER CENTERMAIE W/(2) 1/4 0-20 A i/2• LONG MT HEAD 55. M.S. TWO LOCKING RGas AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TPICA SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHSD L SHOWN ON SHEET 12. B. • ONE AEEAMTI: HV LOCK MY BE US IN UEl OF MV LOCK FOR ANY SPAR AND INST TONS AT ANY EEVATION. AL TE LOCK MAY BE USED AS AN ALTERNATE TO MAWIWcRY CONDITION 81 VMQ ONLY MR W TOOK 5R0 OR OUTSIDE LOCK ATACHHENT OF 1/s'C-2OAT/4' S.S. THUMBSC R TO 6 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-2 3/4' AWM. RNNUT AS SHOWN ON SECTION LIVE, SHEET B. ONE LOCH SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. ONE uTERNATE W T LOCK MAY BE INS�ALLID IN LED OF HV LOCKS OR FOR ANY SPPN AND 1 STALIATG AT ANY ELEVATION. ALT RATE LOCK O.Y BE USED AS AN INBIOE OR DU ICE LOCK. ATTACHMENT OF LOCK QQ INCWDES USNC REINFORCING IGCKEIf(Z /T , AS SHOWN ON SECTION NMI. SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 X 1 1/2' LONG S.S. THREADED BOLT W/ 7/B'O a 3/32' WINGNUT OR W/ 1/4'0-20E1' S.S.M.S.. INTO A 1/40OX 5/8' RMNUTOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPM. USE OF TWO LOCKING ROpS TOP AND BOIOM IS MANDATORY. NOTES ON HD LOCKS & CENTERMATES: 1. :ONE ur RmWE HO LOCXO MAYBE USED IN UEU OF W LOCKS Qj OR Q., FOR ANY SPAN AND WSTPLATIXRS AT ANY ELEVATION. &TERNATE HD LOCK © MY BE USED AS AN INSIDE OR OUTSIDE LACK. ATTACHMENT OF HD LOCK TO (IS W/ 3 18 A 3/B' F.H. SSAIS., AND INCLUDES RE]MRLEMENT INSERT ® A; SHOWN ON SECTIONS WB- AND -INC, SKEET 10, LOCH MAY BE INSTALLED AT WDSPAH OR 12' MAXIMUM BELOW OR ABOVE MDSPAN. USE OF LACKING ROM ®IS COAPI y OPTIONAL AA..% JpENSF'•✓,9 = ©20I7 TLTLYO. INC. (wcINEOlxc) W BERTHA HVTM Aa No, 44187 ' A■S.S'■A■ Accordion Shutter System * �� E C O INa. ,N. BLADE I YY OR W HV. 94DOW BLADE & H.V. BLADE e • American Shutter Systems BFYRe Inca N CAM DRAWN BW Le I an 13-OTx mn4a mm 07/26/17 `��5\ \\ TIWT TESTING & ENGINEERING COMPANY Association, Inc. _/••'1• rf((�. \\ y�.AS .... `•^;'.• 6155 NW. ]EO. SAL Er,. ]b. NPCNN GlYeD6. NL2m ]516 Fu.: ]03PPI-uv "' 9269 Ytml RoaEE o334 Wea( Potrn 6eocb, F. JRO] : ] C ONAI sir PLAT: MRe phone: (800)4J2-2204 . Far. (561)209-B3BD 17V11102 A TLUTla 'TPCIR A lxElf 44 61 0.0P1M 11c. / ut6T TL PL A �C,IUIURE/DATI: 5 SHEET E 5 OF 28 E Q HV WALL HEADER INSTALLATION ®4, f CONCRETE ANCHORS SEE SCHE0UIE ON SHEET 1J) Min. 1/a'P-20SEE S.S. � USING fl20RN111S O 12' O.C. _1_ 13 aR IS / \ I ssO' Ms. MIN. SEPpFpAOx i ro cE —(SEE SCHEDVLE .A-i SHEET 12) BQ HV WALL HEADER INSTALLATION o• IS_.. _la_A _ a\ MIN, S5PARATaN Ta CV SEE SCHEDULE 0 SHEET 12) - OPRONRL OR Q i CONCRETEANLNORS /// I-EO QDx 18 Ea 1. PHIWPS TRUSS HFAD/VO MACHINE SCREWS USING 1/4'-20 NUTS a 12' O.C. L1/4'0-20aJ/4' S.S. PHIWPS CONCRETE ARMORS TRUSS HEAD MACNINE SCREWS (BEE SCHEOOLEs ON W/ 1/C-20 NUR O 12' O.C. (SEE SCHEDULES ON / N'R' PoURED CONCRETE SHEEP' 13 k 15A) POURED CONCRETE SHEER IJ H ISO OR CONCRETE BLOM WALL REOUIREO / NCRETE ANCHORS OR CONCRETE OWCK REOUIRFO QF HV WALL SILL INSTALLATION Op HV WALL SILL INSTALLATION (SEE SCHEDULES ON SHEER 14 A, 154) POURED CONCRETE OR CONCRETE SLOOK wAu REQUIREDO HV WALL SILL INSTALLATION INURE FOR COMBINATION OF REaRDNs: INSTALLATION DETAILS W/ A E 0. EDGE DISTANCE 1- SEE SHEET 4 FOR TYPICA SHUTTER ASSEMBLY CAN BE COMBINED (SEE SPEC0IGATIONS ON SHEET 14) SEE UM iAROHS OF USE FOR SEE gVN SHEET 2B HV BLADE 2- MO KING SECBONS w rrvr war ro sort Am ws'TAunon. aAAAYAAA 11 FLORIDA BUILDING CODE Ni h Velocity Hurricane Zone ...... • . ✓9 1 ®20I1 ADCs, W4 (FROIxEERMG) CM17 EASTERN MUAI. SUPPLY, INC. BERTHA Ter ' I L E C O A S S A S Accordion Shutter System I Na. V. BUDE I W/ OR W/O H.V. WINDOW BLADE At RV. BLADE ''/•'''., + ,Y •� A 0 TILLT TESTING h ENGINEERING COMPANY IM.. 31. aL. oc MR6 MFC. CWaM nWG MIa American ShuHer Systems AllsOclallon, Inc. 4268 Waft ROade Briw R1N.xP xscmPnSx wrz OMWX Be L4 I aD a-mE DY/¢a/n ws aT/xe/1T .... \ L F' V EE P-6 : (IDS 921-1930 . Fog : 303alt-15JI :n1e<aW<d.co(in ) p DRAWING Na '.fS3/ONALEa^'' EB-00I West Palm Beach• rL 334P Phone: (800)432-2204. Fax: (561)209-8380 3 4 17-102 P.E. f�ILJSIVIZ(TURE/DATE WATER A TUIR J.. P.E. FUNRIDA tk 1 4a160 I I SHEET POURED CONCRETE ANCHORS CONCRETE Nm (SEE SCHEWIE ON SHEET 14) g ' .91'AVpI m O s toe I�Es es � 1 w m Oa Qua+ em © HV CEILING INSTALLATION tP-C�m EXISTINGB14x3/4' HEX HEAD TEN SCREWS O 9- O.C. OR 1/4'0-]0 S5. YSW/NUT 0 9- O.0 y-0 OR ®� 3 Q HV FLOOR INSTALLATION t 1AN. SERWTKIN TO CLASS iEE SCHEDULE 0 SHEET 12) QJ HV RAINGUARD INSTALLATION t err ro -AM- DF —OHS- :een:a 91EET {FOR TYRIGL SMUTIE 0 E. 0. a EDGE aSfAN[E (SEE SPMnCAT)ONS ON SHEET 14) I REOUMED LMT HERO CONCREVE ANCHORS FIAT HFAO CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) REWIRED (SEE SCHEDULE ON SHEET 25) O HV WALK —OVER INSTALLATION @ TRENCH INSTALLATION VALID ONLY FOR UP TO +YO, -05 PIP` PRESSURE WHO & FOR SPANS PER CONCRETE ANCHORS SCHEDULE B4, SHEET 12 (SEE SCHEDULE m SYFE15 IS tr 1YJ/ EXanNc n '�Ifylf f w vr�M /� •�' XFA� TEK SSCRo �uw. _ 6�.IlO '/ BI4x3/a S.D.S. 091a C. j 17m18 1/2' 1• CONCRETE ANCHORS NO1E IS(!) DE (SEE SmEDUIFs ON ON SHEET 1 LOCK SKEETS 15 & Iw) HV WALL FLOOR INSTALLATION EM THIS Y6TAUADON SHALL BE REWOVAHIE WHEN PER{OR4ED PDJKEM TO IN OPEPARIE EXIT tOR ENTRANCE ♦ SEE LINOADONS Or USE FOR SIA9E aON SHEET 28 0saN7 MTECO, pC /d `BHx]/{' G.N. SD.S. O9'O.C. SEE NOTC 1 ONCRET3(b) ON SHFET 1 ETE BLOCKOCK © HV WALL WALK -OVER INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE No.44167 �1� � C 0 \ A S S A ShuHer Systems Association, Inc. 426E 19est Read. 06w West Palm Beach. R 33407 Phone: (900)432-2204 . Fax: (561)209-8380 Accordion Shutter SystemV. RUDE 1 ss/ONALE�G'1 f P.E.FAL S/SAT`E TESTING & ENGINEERING COMPANYIV---51-SN yly. gKaM DMpgS. NymA yle Pnom : (201)611-1530 . Fax : (305)911-I5]I ^°" `l....."em WAL®-CA 1ULTIs P.E. 3iDR0A Us. 1{I61 ORss. 144 XVAH. 11 W OR W/O H.V. OESRaMes, WMOOWBIBDE' VAXmum & KV. RUDE��American 5.:Le1 I %e 15- N/ie/11 wM Wnen7 p DRAVANG NO 1 ]— 1 02 3 4 5 SHEET 7 OF 28 e i IN `I o6snNc c.aa OUT G 35Q11/61a'-3 I ©•®u ®9. �pv�.�wO 3 (6p6](2) e. ACON ANOIf W/(2) GPCON i 1/3• TO c A4bI0Rs ro OTTM a (NP/RO1, U d (4)/16a1/3' SUS Ta /IAJ/C Sx5 O /� O.C. I'm IENLM. •r rrnl wvGtE D�)1 — I J m-- =7 0HVA IN Ono- 2 (o11ER10R) OUT 3 6a * a OUT @j 14@ (EK m.. HVD �CErys )t ` NO.4416 P.E sfE H016 ON ILLI(ING RWS®. M/ I.00YS© MQ INSTALLATIONS W/ 1 HV ID RNEM OK®°shone. ** MADE SULK OIJA mT IS VILo MR .uL BLADE W HV CENTERMATES LWNER.M MPQQON Wh 6ULEQ OR SEE ENO WALL CONNECTION DISHING GV s DETAILS ON SHEETS 11 & 21 --------------------I ---------------------f -- I/C )' 6 1/2' 7— OPPOSING SYMMETRYCAL CV 1T RM gEcs CEw/ Hy 0 A Eo xlSEPARATION To CK (SEE SCNLUOtE ox 2 � ® HVB SYMMETRICAL IN C NHIV LOC aPnoxAE (INIERIORj IN HVC �• O7 8Ov 10 •®3 a FS1511NG GLISs CPow ONI O•l4r' a�'JP'l`!/ MW. SEPARvRol, %• ®wO• �at (SEE CxmULE ON %�� L`+J I OUT 8 1/2' MPX SUCK HVE HVF** FLORIDA BUILDING G ON17 mum. tRc. (MG*amcho) �T E1- A.S.S.A. American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 6,66 h... vu.t, s.Zoe. vacaw 6, aaheaa. wRw vl Phma: (]W)611-191c. r-: n0518T1-1531 4268 Weel Road. Grill -moo: mteceoa,I.aam Weet Palm Beach. PL 33407 ®-=621. Phone: (800)402-2204 . For. (511 W.LLhA A RIXT ". ex. R60A I 0 44167 CONCRETE OR E BIDCX WALL I - UU& SBPPLY. INC. BHA NVTM Shutter System V. WWBO'N BUIBE & HV. BLADE 0nE muwN en Ea tope/n IUIE; or/28/n DRAW NG No 17-102 ],� � ETsnxc cuss QUT P IN i� * SLIDE a) SACK DETAIL HVF, WDICg1E0 ON 9iFET B. ©®n O♦ O O ®n A9 WELL AS MSHEET 1 RDY BE BUDEQ OETNL H00-MA n 6 7 n 8 n 10 • INOI1 A l 11 SHEET W G MAY BE USED WSH ET. PLTERNAIE �INS7AllATION DETAR NVC SHOWN IN THa SHEET. �J-ll"N'J^vA'JL5"' SEE END CONNECTION DETAILS ON SHEETS 11 & 20 1/2. I L------3-- — — — — — — — — — — — — — — pau9.__________________� d4-s.a012• c. Fuu IcxcHr. • IN 30*HV "T" Mlxro c non / \ 30 LOCK (INSIDE) 1 3 LOCK (INSIDE) (sEE scx ME ON SM 12) 1 - ---- - — - — - — - — - - - - - s 3 OUT s 0 2 1,/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. * SEE NOTE 6 FOR NV LOCK a 30 HV "T' LOCK (OUTSIDE) 2® 1 /4" 0-20 x 1" S.S.M.S. * , 'T' LOCK. ON SKEET s. W/1/4"O x 5/8" RIVNUT t. ®HV "T" LOCK (OUTSIDE) t SERILS 9444 A UNINUM HVG* (2024-T3 A110Y) URGE FIANGE MIN SHEET NUISERT, PM 11 0820, A9 MARUFACTUREa eY ANDEL CHERRY UXORN. PARSIPPENY. NEW JERSEY 07064 OR EQU L II]]IAer..... A. �{'���''t 00. ttiA FLORIDA BUILDING CODE (High Velocity Hurricane Zone ©2017 mnc0. WC. (a1GWE1NNG) 02017 GS1ERn UETAL SUPPLY, INC. IL E C O 1wa. BERTHA HVw Accordion Shutter System NO. 44167 tS *' * �+ A■�7■S■A■ V. BLADE 1 W OR W/0 HV. WDIOOW BLADE & IM BLADE B 9 •� '..1. T `Nef TILUT TESTING & ENGINEERING COMPANY.f NR ,]eu. 19.. ]p, naatan fAWaq Mml ale P (ampn-1m0. Fa.: American Shutter Syslem9 A990CIatIOEI. IEIC. Weet Raoaa DriveDRAYANC ] m/]e/O wm W(36/I7 No a : (xs)871-1ST4268 -:nm tnenentnn West Paln aecch. tt n>.07 VIM Ee-00a6719 Phan.: (B00)432-2204 .Far: (561)209-BJBO 7-102 wµ1ER A TWT " P.GP.E FLORNA Uo / e4157 SFN./SGNATURE/DATE SHEET e nr nu SFF END WALL CONNECTION DETAILS ON SHEETS 11 dC 20 IN rr �STIND GLASS ouT r INSTALLATION nI HV BLADE W/ HD CENTERMATES 6•0r 2V111/8•N'-2• I 1/z :./..) (zo6]/(21m�NWIE w/ ($J 1/eo TAPCON µONURS i0 /10 • D/4• SAS. C 12• KIN. GLAS ON (4) H:V.miCRLTE (rov/aciiou}T o.c. ro cuss PINS-JA(.> /14n/$• Sxs. (SEE SCHEOU(T'/(a) H$o =E AT CkM ON SHEET Iz81/jPIN$ WUWWt'"crww� /d (orcotao HDC—HVC OUT SYMMETRICAL HD CENTERMA * SEE NOTES ON LOCKING RODS ® k NO ® LOCKS ON SHEET 8 ** UNNQtSAL FLOATING BIADE(j DETAIL HDD-HYD IS VALD FOR ALL CMIOWT APPLICATIONS WRH BLADE TO HOD—HVD«* 1j11111/lq�Iib+9i I rM1� FLORIDA BUILDING CODE (High Velocity Nurricone Zone AA�AL �.'•�}.CEgBF�.."� * W.44le7 ' 1 �, St 34 99 AA ��$$��yALw r ``�• ssT _ '"•� w 11 '-. �OgALE rr'1 ' ®$01$ 16lECV. INC (FNLWED6VCJ A.S■S■A. American ShUNer Systems Association, oor Inc. 4288 Wea! eh, Dme weP1 POIm Beach, R 334P$' Phone: (800)402-2204 . Far. (5611209-080 02012 F/ST04 METAL SUPPLY. INC. RL EC O I.C. BERTHA HVTN Accordion Shutter System Y. BIAOE I W OR W/0 ILY. WINDOW RIME 8 NV. BLADE TIWT TESTING 8 ENGINEERING COMPANY04W Nsv x .saw a, M. sex Y. r.. coma. Fuww n:e PMna : (]0.J!$1-1'Ao . re.: ]67en-1sn -.1 wn.o.w_ E6-0o0e$m wuTMt A n1$P Jr. Pi Rmnw ur. / .s16T RL LLD /A1L caQU en Lc. i I OLD 1s-we 15-0x mpe/n wiL': mpe/n i DRAY/INC No 7—� D2 s 4 P.E. SEAL/5(CdS(UPE/OATE s SHEET 10 OF 29 a 16' COSTING G 5 —r--i UK 9DWN TOu m aAs (sEE 1/2- MIN. I VJ /IUxt/2' SMS— :.Y.S._/ 5— O is' O.C. SORI sSI DE ON x ro( 9DE CONNECTION •�. TO 1RILK5 IN DETAIL T L I U OR W POURED CONCRETE OR \ CONCRETE etDCK WALL PEOUIRro END CONNECTION DETAIL 5� —FCf151WG C1A55 wN 5{➢,R„KKii _ POUREG CONCREIE OR CONCRETE BLOCK WA11 REQUIRED �ExSRNC CV55 -t--i LITSTWG IRKS L=---C 4-USE 1' OR 2' UM I U (AS MPMCASLE).211/8'4'-2' IFWALL A Uvulj CUP ANGLE(6062-T6 NI.OY) AT UR16'1GNT(1) /10.1/2' S.U.S. TO@&(2)1/4'0 TAPCONS ANCNORS TO AT 1' O.C. (LOCATE AT OTHOR sI ore) SEEovT xmSIOE CONNECTION '®w TO TRACK. �D TAI U END CONNECTION DETAIL(3) END CONNECTION DETAIL POURED CONCRETE OR I REOIRRED ONLY MR SPANS GREATER TIM 12'-0' CONCRETE BLOCK WALL EKISNNC ' 4 REWIRED 4 ------- CLISs -T MX SFPA m ____._______ 10 aA55 (SEE Y ------ -"' 5[{EWIE GN 94E1 D _ _ 01 6 OR@OR(B0R 1/2' MIN. 12 MR a a)AND ___ —14:1�-y ON s 2B m I OR OR) OR I — BIOESO&Q l4 a _ 6ORUOR"OR L • 6LADEUaAON SHOFET 28 fOR QIOR©OR�OR� VIEW Y ". ON aa�.KawrEn.n.nw�a.IF3.. PLAN DETAIL a •, 41� �.........�C% - s\p� JCENSF^:�� _ o. dot } * s ,A`` '... \a ,, '�(Cs " ' + ,d P.?tWSIGI T ©201] TEC0. INC. (ENGP101A4) A. S. S TWA. American Shutter Systems Association, Inc. 4268 West RGD6a D6. Weal Palm 8...h, FL 3340Y Ph.ne: (800)4]2-22D4 . Fax: (50,209-BS80 ON17 T>6TERN UETAL SUPPLY, WC. LTTE C TILLIT TESTING A: ENGINEERING COMPANY ..„ Na slnn s4 s. by qua �, rty� vI (sos)871-1530. F..: (s0slml-un _.W: 6TN[e6.d..m CO-OMR10 WI11FR A 1Wlt J,. P.E ROROA u / .167 BERTHA HVTM Accordion Shutter System V. MADE 1 W OR W/O H.V. WINDOW BLADE k NV. WME wx. DESCP,. DIX 1 OLD n-om mre)n Due mIJD/1T 2 DRAWING No 1 %-1 D2 J 4 eSHEET 11 OF 28 a - MAXIMUM SHUTTER SPANW'L+ OR -L-- (M) FOR INSTALLATIONS Or or W/ ONE HV L CK ® or or 26 or HD rE LOCK 4 W/ N�O�ING RODS 35 Iii D CENTERMATES 21D& 29 W/ ONE HV O LOCK 30 W/ TWO LOCKING BOD5 35 TOP Aa4lmPl COxCREIE & (1'OOD Y1SFAllAnDNS 0 �� MOOP/CEILING �'O wALL MOUNIWO NMWING MAXIMUM SHUTTER * AXIMUM SHUTTER * AAXIMUM SHUTTER SPAN* -L+' (*LNOTES, M AuowAelE SPAN FOR 4 `EPARATON TO r.UR REOMRENFNTS SPAN 'L+' OR 'L-' PAN 'L+' OR 'L-' OR "L-' (ft.). INSTALLATIONS A GWEN POSTWE ASD. DESIGN (1) SEE BELOW FOR MINIMUM SEPARATOR TO fQ INSTALLATIONS W PRESSURE RATING GLA55 SCHEDULE FOR SHUTTERS INSTALLED VRNIN (It.) FOR INST LATIO O L--: MAO. ALLOWABLE SPAN FOR A GIVEN THE DRST 30'-0' ELEVATION OF BUILDING W/MATE& W/ ONE LO LOCKS NEGATWE A.S.D. DESIGN PRESSURE RATING MEASURED AT BOTTOM OF SHUTTER_ 2 22 O E 21 & 22 W/ OR W/ NO LOCKING 24 0 25 R 26 LOCKS ODS (2) PRBcmBRE To OE'IERurta MAXIMUM (2) MINIMUM SEPARATION TO GU%SS FOR SHUTTERS ICK 24 0 25 OR 26 W/ N R TWO LOCKIN /�(��/ ROOR/COLwG MOUNTINGS OR INSTALLED ABOVE 30-O' ELEVATION OF BOUND, 0 5 TOTI TIUM'W/ N MEASURED AT BOTTOM OF SHUTTER IS 3 anO®r N TKNS O OD14N410 ;!1!2a! 25(J gh' EE CONCREIE GRES A E RATING AS.D. DESIGN INSTALLATIONS PRESSURE RATING, DEfER1ANE MAXIMUM SPAN ii FROM SCHEDULE YALL ARDO RNGS wmc ROOR/ ORG uo's"D GWEN A NEGATING ASTI. DESG PRESSURE MINIMUM SEPARATION TO G ACR PCHEO F F- MoseeN a31 awoR/tm S, uURM1O5 HOOA135 /C01MG NCueong FA�31 TLDOR AM YOuxwe RATVRO. DETERMINE MAXILIUM SPAN Z ' SHUTTER W/ ONE LOCK WITHO IT KIN- RODS 1.W L-NI III L-ON La IN lq FROM SCHEDULE. 30 IT-3' 14'-9- 30 1" 16'-0' 30 13'-2" 18'-0" FINAL MAXIMUM ALLGWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATIDN W 35 11'-9" ix -a' 35 T" 15'-Y 35 12'-fi" 14'-10" MUAL TO THE IM NIIAtM DETEPNiNED SPAN SPAN SYMMETRICAL M CEN PATES ._ .. ... ..•_e. .. ., .� ... _� .�_,� BETWEEN "Li AND 7 A GNEN POSRWE A.&D. DESIGN SIRE RATING: •rMINE: M. SPAN FOR WALL UOUNNNO CLATIONS. • MAX. SPAN FOR FLGOR/CEUNG NRNG INSMMADONS. A GNEN NEGATING KS D. DESIGN SURE IUTNG: N• M INE, M(. SPAN IIMW TOR WP11 YOG MAXwM ALLOWABLE SPAN IS TO 1HE MNNIR/ el11'r¢N I— 'Ll- ARD "La-" ,11• 8'-2' 0 MAXIMUM SHUTTER SPAN "Li 'L—" MR -9' E UMREO 10 105 INSTAMATONS INTO PRESS RNALL To IN Pal. 0.5.D. 061GN PPE55URE RATING -7• tH.V. CORNER CENTERNATE B3 MY BE -6' mill'o USED AT ALL MOUNTING INSTALU IONS. LOCKING -5" SPECIRFAMNS SH U. BE AS INDICATED ON -4" MANDATORY CONDITION B2 NOTE B5. SWET 5. -r' ®301p RIEM. wc. (MooeaAWO) /ATI ECo E7c. \ A.SLS.An ARIBrIOOR ShuHer Syefelne TILUT TESTING & ENGINEERING COMPANY AS'SO o..fIcFI•Ee Inc. alfa NP, AlL M. An. AU. N'. GV®5....1. 4268 West ROOOri+e Pnone : (]Oa16Tt-190 . Fa.: (3053e71-1531 West POIm Beach R M407 :-mo�E MleeeOaelcvm fe-om6T1a Phone: (600)432-2204 . Fov (561)209-6380 I.IT L. P.E TW W6L Yt, C A NIBF OR LESS 3 3161 4" •105' TO MAX ])/a"e A. UO WED ME ] W-FOR HAD lOtl((31CDOE OR Q40 USE MDIGTEO VALUES FOR 1N's. SHUTTER MMETRICAL "OPppSINC •• SPAN CENTERMATES CENTERLNTES OR LESS >105' TO MAN 3 1/4' ••• ] 1/P A SOWED USE 2 15/16" FOR HV i" LOCK ®0 W/ ." USE 4 1/e" FOR He T LOCK W/ USE WOIMTED VALUES FDA WC MATES. INSTALI ATION IF. ND COILPFE s YANSORY WOOD WALL A. B, C. D, E. M, N.S0. P. 0, R. MOUNTING F. K & L. FLOOR/CEILING G. H. I, II & U. T. U. W & X. MOUNTING n HV BLADE EASTERN METAL SUPPLY. INC 3ERTHA HVTM rdion Shutter System OR W/O KV. WINDOW BLADE & KY. BLADE I DRAWING No 17-102 7�(�7R+.'-+a�ar.>f''amif�) •�^ u�>Q�l ILll�ml •�©m©mmm©��©�®mm©m©mmmm00m0®�®mom mmmmmm®©�Ommmm mmmfOfOfOfOfO mmmfOf0000mmm00000mmmO000O mmmOf00fO©OODOfOfO�m ',��L� mmm0000©mmmfOf00t00mmmf0000OmmmOf000� mmmfOfOfOf000O000fOfOmi W mmmf00000mmmfOf0000mmmf0OOfOfOmmmf00000mmmOf00000000fOf0��i mmm00R70fOmmmOfOfOvv mmm000mvOFOO��fOmOl �mmmOf0000mmmOn70OfO mmmOf00IF]O mmm00000mmmO0000mmm00000mmm0000O0�0000m0 mmm0000� mmmfOf0000 mmmf000I[1fOmmmf00f00v mmmf000000lOf0OO��m mmmfOfOR7mO mmm0000mmmmf000�OmmmOOVORi mmmOmmfOVOOOOmm00 mmmnnmvvmmmoonmvmmmnooruvmmmnnovemmmnunvvtnotutnnoov mmmoravvvmmmonnommmm000nommmoovvvmmmnnmvv0000nmmv �mmmnnmvvmmm000®vmmmnn000mmmmvvvvmmmmmmvvorulnmmmmv mmmouvvvmmmoonvemmmonnmmmmmo®vvvmmmnmovvoolnlnmmvo mmmornvvommm0000vmmm0000mmmmvvvvvmmmoomvv0000ntnmv �mmmonvvvmmmnomovmmmoraoovmmomvvvvmmommvvv000mmvov mmmmomvvemmm000vvmmmorauuv mmmmveve mmmomvevtootutnmomtla mmom®vvmmmovnvommm000uvmmm000vvmmmmuvov000rnoovv �mmmnmvvvmmmoomvvmmmnnnvvmmvvvvvvmmommvvvnrnom®moo mmmmovvvmmm000vvmmmoomvvmmmvevvvmmmoovvvtnoonmvov mmmnnvvemmm000vvmmmonovvmmmvvvvvmmmm®evvnoomrumvv �mmmmmvvvmmmomovvmmmoovvvmmvvvevvmmmvvvvvnomovvvv mmmfOVRiOOmmmfO®oOOmmmOmvvv mDI70RiRiRiRiRim®mf0000OOOmf000fOv mmmfOfA700vmmmOD000mmmOf0vRi0 mmfOf717RiRivmmfOmOVRiO UDUmmfOfOfO mmoomvvvmmmnmovvmmmoovvv�mvvvvvv®mmvvvvvntnmmmvvv mmmvvvvvmmm000vvmmmnnvvvm�ovvvvvmD�omvvvvotno�mmvv mmofaovvvmmmvovvvmmmonvvvmmvvvvvvmm®vvvvvraom ovvv �mmvvvvvvmmmvvvvvmmmvvvvv�ovvvvvv�novvevetnrnov®vvv mmvvovvvmmmvvvvvmmmvvvov®mvvvvvv®mnvvvvvtnotnvvovv mmmvvvvv mmmvvvvv mmmvvvevD�mvvvvvv mmovvvveturu.am®eve �mmmvvvvvmmmvvvvvmmmvvvvvmovvvvvvmomvvvvvtnom®ovvv mmovvvvvmmovvovvmmmvvvvv�+mvvvvvv®movvvvvunm®ovvv mmovvvvvmmmvvvvvmmmvvvvvglmvvvvvvmmmvvvvv0000vvvv �mmvvvvvvmmvvvvvvmmvvvvvvnmvvvvvvomvvvvvvtnmm®ovvv mmvvvvvvmmvvvvvvmmvvvvvvulmvvvvvv�ovvvvvv000vmvvv mmvvvvvvmmvvvlavemmvvvvvvmnvvvvvv�mvvvvvvtnommvvvv �mmvvvvvvmmvvvvvvmmvvvvvvraovvvvvvoovvvvvvonraravvvv movvvvvvmmvvvlavvmmvvvvvvmvvvvvvv�mvvvvvvrnem©vovvv m®vvvvvvmmvvvovvmmvvvvvvmvvvvvvvovvvvvv000vvvev �mvvvvvvvmvvvvvvvmvvvvvvvmvvvvvvvr�vvvvvvv®®®vovvv mvvvvvvvmvvvvovvmvvvvvvvnvvvvvvvuvvvvvvvnommovvv mvvvvvvvmvvvvovvmvvvvvvvmvvvvvvvmvvvvvvvom©vovvv mvvvvovv mvvvvvvv"MMM00000RiOfOMMMMENmmO0Ovf7 �mvvvvvvv mvvvtovvv mvvvvtavvmvvvvvvvtovvvvvvv uvvvvvvvomlomvvvv mvovvvvvmvvvvovvmvvvvvvvmvvvvvvvmvvvvvvvoomvvvvv p2017 14TEND. MC. (FNCdNFEWMc) NO,A47B� i - E TILLJT TESTING R ENGINEERING COMPANY ,I[i011 ]l NFN.: VV 1. G V ��V/OAAI W057I-1530(=11.7 .Y ullewOoeisam 4�.�1 P.E 56/(L'jSDTJIIitiRE/OATE pUL1PA A 11Wf Jr. P.E RO N tl< 144167 ANCHORS SPACING LEGEND TPPCON W(RI ADVANCED THREADFORM TET:HNOLOGY BLUE TAP TAPPERS t SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE M§AMONS OF USE FOR BLADE 1! ON SHEET 28 n HV BLADE OR n HV BLADE W/ I& HV WINDOW BLADE WORKING IN UNISON A.S.S. 10 American Shutter Systems Association, Inc. 4261fl W.A Rea66 Dd. West Palm Beach. FL 3W7 Phcna: (B00)432-2204 . Fa,: (561)209-WBO Accordion Shutter DRAWING No 300MMMOMMOMIMMOMOMMMM mmmnlnoommmm000loommm0000n mmmmmmmmmmmmmmmmmmmnonnn >• mmmonnnommmonnnlo mmmnonno mmmnnnoommmonoulnmmmovoon mmmoovmmmmmonnnlnmmmoonno 'mum mm mmmmmmmmmmmmmmmmnuvmm 00000mmmnluoommmm000mm mmmnnnnmmmmoluoommmmnoonm mmmnlnuoo mmmnnomm mmmmmmmommommmmmmmm000nm ®mmminmmmm mmmonvommmmonm©mmmmomomv mmmOOmmmmmm000Ommmm0O0©5el mmmmmmmmmmmoommtommmnonmm ' mmmmmmmmmmmmmmmmmmmOOmOm mmmOmm0m0mmmOmO�mmOmm000 m®mnlonmmmmmnlnmo�mmmvovmm mmommvmmmmmoommmmmlmloovmo 'mmmnmmmmmmomommmmmnmmmmm mommmmmmmmmommmmmmmnmmmv mmmm00mmmmmOmmOm0m00mmmO mmommmmmmmmmmmmmmmmnmomm ®mmnmmmmmmmmommmmmmnuomvm m mmomvmm mmom moom ®mlulnmlvmm mmmminmmmmmmom(nmmmmnommmm mmmommmmmmmomvmmmmomvmmm 'm®mommmmmmomommmmommmmmm mmmmmmmmommmmmmmmmmommmm mmommmmmmmmomommm�omommm ,mmmmmmmmmmmmmmmmmminnvmmm 1D7®mmommmmmmnunmmmmmo©©moo B�IO�mmmmmmmlE7mOmm mmI0ml0mmm mmmmmmmmm®oovnmm�moommmm IL)ODmOmmmmmOmmOOmmmmOmOmO ' Ommmmmmmmmmmmmmmm�ummmmm ®mvmmmmemovmmommovmmvmmo mmomm000 mlmommmmmg)mmm�moo mommmmmmm®muvmmmmnnmmmom '�mmmmmmmmmnmmmmmmnnmommmm mmmmmmmmmmmmmmmmmmmvmmmm ®momlemmmmmmommmm oa)nommmmm ommmmmmmmvmommmmmmmmmmmmo mmmmmmmmmmmmmmmmminommmmm '�ommmmmmmm000mmmmmmvmmmm mmmmmmmmmvommmmmmvommmmm mmmvmmmmommnuommm mmmmmmmmmmmmmmmmmmmmmmmm �nnmmmmmlLa mmmmmmmmovmmmmmmovmommmm �ommmmmmmommmmvloommmmmmm mmmmmmmmlvmmmmmmm�nommmmm ®mmmmmmmmmnommmmmmommmmmm Iv mmmmmmm mm mmmmmm m I©n mmlvmm mmmOmmmm B:F10©mmmOO mOOmmm mm Iummmmmmm®mmmmmmvommmmmmm mmmmmmmmmmmmmmmmmmommmmm ' Ivmmmmmmmlvommmmmmumlvmmm�/�2E mmmmmmmlo mnommmmm oumme2ra:Atx1(Hn11 P.E. I. ANCHORS TO SUBSTRATE SHALL BE AS FOLIDWS (A) TO OUTING POURED CONCRflU (ELSE Cc . 3 YY) ANCHORS SPACING LEGEND - 1/40 IAPCUN WITH AMANOM WRFADFORU TECHNOLOGY ANCHORS. AS MAROPACMRED BY I.T.W. BUDDEY. (Wn, Ca - 3 40 - We' E 3/4' ALL POINTS SOLID -SET ANCHORS. AS MSIRI&IIED BY ALL POINTS SCREW, BOLT B SPEOl COMPANY. (We, T'c xx 3 Me) TAPCON WITH! AWµCED - 1/4'0 ME TM CONCRETE ANCHORS W/ CAP AS MµI)FAMMEO BY FLORNIA FASTENERS DIRECT. MC. (M% rc ex 2 YAI) THREADFORM IECHOADI.04Y - I/Ib TAPPER+ ARMORS M MYIUUCIURED BY POWERS FAS1rNDs, INC., AND DISTRIBUTED BY ALL PONTSS SCREW, BOLT B SPECM.TY COUPANY OR ANY OTHER APPROVED LICENSED ON AUMORIIFA MOOR RBasGf!EO WITH THE µERIGN SMTIER SYSTEMS ASSOC1AM, INC. ALL POINTS SOUO-SET (Min. 1'c,- 3 111 ME TAP W/ CAP NOTES: TAPPER+ All MINIMUM FMBFDMETR MR) POURED CONCRETE OF TAPWN WIM AWARDED MinEADFORM 1ECHNOLoIw MCNORS µe TAPPER+ µ[HORS 5 1 J/4', AND FOR BWE TM W/ CAP ANCHORS 15 1 1/1'. A2) MMNUM EYBEDYENT OF 1/4b a 3/4' ALL PUNTS S SET µCHORES SHNL BE 7/8' INTO ME POUfT.D CONCRETE NO FMBEPIEM INTO SPLCCO Sill BE PERYIM11. 1/4.0-20 S.S. MACHINE SCREW USED SNI BE 1 1/2' MEMO sal SHOULD MECO a>a 10�.AMa of 1¢ Pv B.aL W 4oa ID E35I. AND 1' YWDNY FOR Wadi Fall NO STUCCO. A]) M CASE TOUT P(6CAST SlM1E. PRECIST CONCRETE PANELS, IWnERS OR µY VENEER BE POUND ON THE EI15RIN0 WALL OR FLOOR ANCHORS SHNL BE LORD ENOUGH TO REACH THE YAW 51RIgYRE SO MD YID WALL FUMES ANUg1UDE SHALL IDEAS PIUGIED ON NaT6 AI) h 0.2) ABOVE FOR DSFNLAWAS ON WM. SUING OR EHS WITH OR WITHOUT METK SIDS CONSULT TH5 EMCNEER, FOR MSCWAnGX INTO UPS WITH METAL SUDS SEE SHEET 28A. (a) M FASTING CONCRETE BIOCIDE (ASH C-90) _ - 1/4'0 TAPO MWITH AWANCM WRMMRA 1ECINGWY µWS GCHO. AS YµUFACNRED BY LT.W. BYIIDEN. ' - 1/4'0 0 3/4' ILL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL FOUNTS SCREW. BOLT U SPECIALTY COMPANY. - 1/4'0 ME TAP CONCRETE ANCHORS W/ CAP AS YµYFACNREO W FIURaA FAS,ME OIREOF. MO ., - 1/4'0 TAPPER+ ANCHORS AS W R)FACTURED BY POWERS FASTENERS, MC, AND DESIMBUPEO BY ALL PEWS SCREW. BOLT 8 SPECULTY ' COMPANY OR ANY OTHER MPRCVED LICENSED OR AUTHORIZED MOM RECSTEREO WRH THE AVERICAN SHINER SYSTEMS ASSOCMDOM INC NOTES,. 8.1) MNNUM EMBEOMFNT INFO CONCRETE BLOCK OF BILLS TAP W/ CAP µCHORS AND TAPPER+ ANCHORS 5 1 1/4' AND TAPCON WON AWANCED THTSADFORM MOHNOHGGY ANCHORS S 1. 02) WNIMUM EYBEOMENr OF 1/l0 W 3/4' ALL PONIES SCUD -SET ANCHORS SHALL BE ENORELY EMBEDDED INTO THE CONCRETE BUI NO EYBEDYEM INTO SIIICDD SHA1L BE PERNRIED. 1/4' 0-20 SS YADBNE SCREW USED SHALL BE 1 1/2' LONG YINIMM sita= 5MCD0 d .. AND 1' UOR UM TOR WALLS WITH NO SMCGO. 9.3) IN CASE NWT PU MT SUNS PRECAST CONCRETE PµE15, PAVERS OR ANY MISR BE FOUND ON THE EXISTING WILL OR FIGOR. ANCHORS SHe„ SHE LONG ENOUGH TO REACH ME MAIN S ISCIU E! BEHIND SYD Vi FORM ES ANC OPADE SIWL BE AS P.DICMED ON NOTES B.I) a 82) ISOM FOR GSrALLAnOFS ON WNM same OR DOE ell, MI WIMOIIr uU& SRDS CONSULT .S FN,,,l FOR MOTALk KIN INTO EIFS WITH METAL ORRIS SEE SHEET 2M '(C) ANCHORS SNAIL BE INSTALLED FOLLOWING AL OF T12 RECONMFMAIaIs AND SPECIUCWON5 OF THE ANCHOR'S MANUFACTURER (a) SEE SCHEOME BB FOR EDGE USTM'CE (Ell.) VERSUS SPACING REUIMISHP MR ANCHORS a8A 1 \I A _ 1 R W 1• MAXINUM µCHOfl SPACINGS ARE VALID FOR EDGE MSTµCIS MDCaFO MOM. PER E D. LESS AWN WE NOIMIED. REOIcE ANCXM SPNRiG BY UMMYMG SPACING SHOAX ON SCHEDULE Bf THE ITS OMING FACWS. REMICEO SPACING OSTMNB) USING FACPOR SMALL NOT BE IE55 MAN MM M SPMNG MOTOR➢ ncit Beat MCHOB WE. FACTOR EDGE EWE. MCTANCE IMOR W/ AD/MCFD MIN. SPACING 114INIOPOLN 1CO1 ALL POINT SOLID SET E TAP W/ CAP ME TAPPER YIN. SPACING + E0. J' C MIN. SO J I/2' YIN. SPACING ]' IgAED @RR1[ uN FIl.] 1/Y DN( IDL E6.1 I/2' FOUED CadTE 8 MIC GEATE M. B ff m POURED CONCBCE k C I MMEEO. CK Y y2aD YM CO•] I/1' OTl7ElE BLO( MIl Ea.l l 3' 0.9D 1.0 M78 1.0 21/2' 0D1 fA - - 06I 1-0 T 0.71 - 1 3/4' Cd2017 RLIMO. INC. (MONU mD) IL�CO TILLIT TESTING B ENGINEERING COMPANY B]ef x.n, fall. PL. Ilw IM Masse Gxhsam. RMU ]]' Phone : (]05)e11-15]0 . Fe.: (36)971-1E31 — 4; LT¢eaaatwm M—IW6T19 .&GA A TN IF JW PE PARKA Jo. 1 44' m ' A■S■S■A■ American ShuNer Systems Association, Inc. 4268 West Rhode D4. West Palm Reach, FL 33407 Phone: (BOO)4]]-2201 . Fa A: (BBIyl09-BJ80 W2017 EASTERN METAL. SUPPLY. INC. BERTHA HVw Accordion Shutter System V. SLIDE I W OR W/O IN, WNDn RUDE B. H.V. BLADE III DOOR IPnIN I OAI IbRAWNw. LC 1 otD t]-m9 aAe/n %le W/28/17 2 DRAWING NO 1 7- 1 02 4 x AL lax � WAX MLEMMEMMISMERMEM ". Y • go© mmmmmmmmDOF7i7000m000OD©0© m®m00000m®mmmmmvvvvvvovvvoovvvvv �0mm00000 m®moonoom®mm�oomvvvvvuumvvonvv©v mmmoonoo®mmmmmmovvvovvvuvvvvvvvv m®mn0000mmm®mmm©vouuuvmnvvvv©©vo mmmnononm0m®mmomuvvvuvvuovvv©ovv 'samm00000®mmmoommvovvuvmvvvvovvvv mmmuonoomom®mmmovvuuuvomvvvvvo©v mmm00000mmmmmmmovvvvvvvvvvvvovvv, �mmm0000n®mmmovvovvuvomovvvvvvonv mmmoonoommmmommovvvuuv©mvvvvoovo m®mnonoommmmvomovvvvovmnvvonoovo mmm00000mmmmoommvvvvuvvvvvv000vo ®mmmnoonommmnmmovvvvuummo©vvvommo �m OD000®0m0003�D0000000m0© DODO®O '®�mOOODO0m000mOmO000mm0v00000©000 D7mmOODOO �mmm0v000000F100000000000 0mm000uommmomHgoovvomovovvonovm© 0mmvomuom®mom000vvovvvoovvvvovuo mmm000Oomm�lmOmmO00O0000000000©©D ®mmm00000m0mOm00O000mm00o00©OmmoO 0mm0000omO0mO0vO0000m00000000000 mmmOODOommm0057o0000mOm0000000m00 {amm000v0mmm00m0000m00o0o©0000000 I�mmm000Oom®mmm000000000000000©©OD m®m000O0IilODOm0000000©m0o00000000 Da®m000eemomom000vonom000©vvvouoo �mmmnonoommommmoovummm000vovmm000 mmmn0000®mmovmoovuovvomov©vvoovm m®mn0000mommvoeoovnmmvvo©vvommoo mmmovooemunv00000uvnv000vvomv000 �mmmonovommovovvovvvuv000vvvomeoo mmm00000mmommmoovvovvomo©vovvv©o mmmou000monmv0000uovnoovvvvoovoo mmmoonoemum00000vunrmmvoovnovm000 ®m®m00000mommm000vamm0000uvmmvvoo mmm0000emmm©ovoovuvuuovovvvon©mm mmmun000�mooevovvvovv000vovvoovo �mmm00000�Tn©om000vmmm0000©©mmv000 mmmn0000mmommvoovuvuvmoovvvvvomm m®mn00000u®mvvovuvom0000vovmnvoo mmmn0000mtavov000uuove0000vovoovo 'mmm00000mvv000000v©mv000vvon0000 mmm00000mnmom000vvovv000vvvvvonv 0mmn0000mm000000vv000voov©voodoo �mmm000000rammv000nmm00000©omv0000 m®m00000mmvovoovvvvvumoovvvvovnv ra®m000000mv000000vmvv000vomm0000 mmmoovoononooeovvvooe000vvv00000 �mmm00000mctumoovovmmonoovvom00000 mmm00000mv0mv000vvovnvoovvvvommv mmm000000mv000voom000000vvomv000 mmmvovoo mm�00000 ocw!msav000 vom0000e TILTEio, ma IL EC01.a. TIWT TESTING & ENGINEERING COMPANY Nye H.B bA SL. SY.153 .Fax : (=)8 11tlOW Sl' Pnene : Dos)en-1 tR . Fax: (saslen-lvl e- LL uleceoaaLmm 'mFe- T 6710 xXTERhuDRXA o, 1 44 P.E nnww k 1 4.1eT .TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER* • SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VAIJD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE Q4, SHEET 12 (1) HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 West Road. Dnve West Palm Beach. R 33407 Phone: (600)432-2204 . Gov (56I)2D9-83BO Hurricane Shutter DRAWING No 17-102 o �NT 9113E�I — , (- l I�fSil fa'D7 ©MMMMM0M Omm®D==m m0Omm[M0EM mmmMMM9�eR MMM0MMmm MMMMMM mM ®®mmm00YD0ommmOOmOOmmm00mmm0�000m©mmmmvSamOD mmm00mmo i�i"'Immmnnnnom®mono nnmmtElnnnOti7nnnnn0�mmmnnnn0m®mnnnnn ®mmmnmmoommmommoommmnmmoen000mmoommmommoommmommoo mmmOOmOO mmm00mOO mmmOOmm mmmtatnmoo mmmnnmtno mmmOH]tl7ota mmmti7tF7tLlno mmmnnOtf7 m .tnmmm R7ti1R1.ti1R7m . . . mmmtF7tf7Ooo mmmtiltilRltF7o mmti7mR7moo mmnmti1mt77o".....mm mmm...mm mmOmOm00 ®mmti7mtFl000 mmmti70000 mmmR7EI7R7oo mmmnOnnO a]tE7tiltE�lR7ti=7mm mmmtLlOtFloo mmmti7t17ti7BMW mmmOOv00mmmOOmOommmnf7mm000DO0mm�mmm00000 mmmnOm00 m®mOOOOo m®mtFltFl000 maE7mntFlta121=1011EN.Rlfaoota m®mtil0000 ml7E7mti7tEl000 ® 0mmnn00000mnOm00 t06m1�nnnOO nnnnOn©0 n®mn0000 mtOm00m00 :mmmoe000mmmomvoogII'llm"U 'mmmmneeeommmouoovmmmrnnc�innnnnnonooenmm00000mmmmvvovo ManHUM"um"nooIDmmO0000INMEamson mmnEata000mmmm0000�tcvmmtataeta oomm0000mmm00000 mmmmommm 'mm�00000nm�m®oeomm��neen000®n®oonm�eeveemm�®m ono �m�0000eo momomoo 0o mrt° n cnicnz�c�see o0 o©m®oo mOD000000 m �om0000 mm000tataommom0000mmnmmsssnEanmm000mm000000mmnm0000 ®on0000000nm00000nne�tnsnnnonm000000v0000000nm000rao mm0000vommm00000mmmmesennnmtan000mmooeveommm00000 m0000000mn0000vomnnseseen0000000m�(000000m0000000 ' mm000000mmmoovoommclEac�sennnommm000g2m000000mmm00000 mmtaoovtaomm000000mmnennnntanumm000mm000000mmotaootae mE9000000mmotaraooemmnesennmm000taoomm000000mm000000 ' mm000000amn00000mrnnnnmmenmraom000�5moota000� m©ooEatao �TmoEa0000®mmeeoee!mes+nennnnnnnon000mmeeeeveaa�mmv0000 v000000o vovoea000 �rcmessses 0000eeoo vm000eaoo m000ea000 m©000000m�oovoEaolmoesesnenomm0000mv000000m0000000 imn000000®mt2a00000mmenessonnmm0000m0000000mm000000 m00000vo(�00000voomnessesm0000000r�v000000u0000000 �ov00000�oovovvo,i�s2neseE2iss n00000ee�n000000�0000000 �n000v000tav000voonessesesn000v00000v000000v000000 m000vvoomooeoovornesesesenm0000raom0000000m0000000 m0000000m0000voomnnefsenem0000000m000000000ta00000 ��ov0000nmee000ee�eswewason®onove�oeeoveo�eov000e QAIT TLTECO, No. (ENGRiEMQ * i No 44 IL ECOtnc. f TILN TESNNG k ENGINEERING COMPANY 5................:'rs�4� Nees : (_mien-Ivo . ra.: (]oe)en-u]I 1 -maa: eaaooaatmm =s��p GN��..daa E6-omene �<�� WIITFA A TLIR Jr. P.E. SFAL'i§IfiRAiOPE/wTE Mww.uc / w10aT ANCHORS SPACING EP.END TAPCON W1n1 AO/ANCEO THREAOFORM TECHNOLOGY BLUE TPP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 *SEE UM AMONS OF USE FOR SIADE I ON SHEET 28 61i HV BLADE OR (T) HV BLADE W/ 1g HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Weal Roads 06ve West Palm Beach, FL 31407 Phase: (900)432-2204 . Fa.: (561)209-8380 Ric. DRAWING No 17-102 ... IIII f .]E.:E 1. ANCHORS TO W FICOR OR MEN) %GOSH SOFFR SxIL. BE ASH no D - 1/4'0 TO WHRI OO ANMD TNRFMFONY TOQWNO O NI=.. AS MANUFACTUREO BY I.T.W. BVIHDU W/ MIWMUU THREADED PENERMRON AS INDICATED AT FADH SUMMON ON SNEER IB @ 19. CKEPOON: ME NOTE 2 BEEOW. 2. NICNOE6 TO HOLLOW CEINNG SHAH BE AS PER YOUNONG TYPE U. SHUT 19 N0 Sl . CONWET OF UG SCREWS AS PER ".S. 2015 SPEC =ONS. z SUBSiReE SHAM CONSIST OF THE FOUDxWG -SOVMERN P82 N0. 2 W/ G.035 (NOS) -WLGVS AR W/ G-0.50 (N.D.S.) -SPRUCE PINE NR NORTH W/ G.O.q (NAS.) -SPRUCE PINE RR SOUTH W/ G-0.86 (NAS.) -NL 1/r Co% PLYN000 (1989 MA) 4. ANCHORS SHAM BE CBTNIEO FO=WR O N OF THE RECODUENOAOONS " SPMECAUONS OF THE E12917 TLTECO. INC. (FNGINEENNG) I TIWT TESTING a ENGINEERING COMPANY "'ll N11.. a, SN. 3a% N. GQpPS.. 9 P s : 005ARI-IS30 . Fa.: (3051921-1531 e- ax: uttecoa .— O3-O006719 WKTFR A 1 i:. PE FLORGA uc. f 44167 ♦ SEE uuNANONS Of USE OF ,,A,E©ON SHEET 28 A.S.S.A. American Shutter Systems Association, Inc. 4268 West RGGea 06va West Patin Reach. FL W407 Phone: (800)432-2204 . Fax: (561)209-8380 Accordion Shutter DRAYANG No (SEE MOUNTINGS ON SHEET 19) !E3 U PER �E;;TRE MAXIMUM SPAN (1t) SOUTHERN PINE No. 2 W MIN. G=0.55. 0 UGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH WI/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V ASV NEGATIVE DESaE LOAD WSD. NEI DE94N EDAD (Psi A NECUAC DEMGN LOW De 30140 60 75[12 OS 30 40 160175 90 105 30 40 60 75 90 105 3'-0' OR LESS 12 72 12 12 12 72 12 12 12 120- n HV BLADE ONLY w A4 sL NilL . lei ' A LIF a44. :P 1. ANCHORS TO WALL FLOOR OR MUD WOODSOFFIT SHALL BE AS FOLLOWS: - 1/4"P TAPCON WRN A➢1'ANCED 1HRFMFORM TECHNOLOGY ANCHORS, AS uNNFACNRED BY I.T.W. BUI DEK W/ MUODUN THREADED PENETRARON As MDMATED AT MR SECFON ON SHEETS 18 & 19. ERCEPIION: SEE NOTE 2 BnDW. 2. ARCIWRS TO HOND'N COUNG SMALL BE AS PER NaNRNG 119E U. SHEET 19 AND SNNL CONSIST OF LW SCREWS AS PER NOS 2015 SPECIFICATIONS S SUOSHATE SMALL CON$T OF THE FOU➢VRNG: -SOUTHERN ME Na 2 W/ G-0.55 (N.OS) -wanueS FIR W/ G-0.50 (N.U.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S) -SPRUCE NNE MR SOUTH W/ G-0.36 (N.SS.) -MIN. 1/2' CD2 PLYWOOO (1966 APA) 4. ANCHORS SHU. BE INSIALED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. INC. (ENGINEcaws IL ECOI.a. I TIWT TESTING & ENGINEERING COMPANY "s. NW. se. D. su, as'. V111AR:N uR®:S Iwou v Phase : am)en-150 . F..: (305)e71-Ivi a -met GOec....m EBA.-0W6T:B W.LL1EA lMllf Y. PE ROILLAiIIc I M16F A.S.S.A. American ShuHer Systems Association. Inc. 4268 West Peace DNae West Palm Beach, FL 33407 Phone: (BM)432-2204 . Fes: (561)206-8380 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter S, BLADE 11 W/ OR W/O RV. WIDOW BLADE & I DRAYIING NO 17-102 T, F—(ONESHCEET Il) E j (SEE SCHEDULE ON Se 2' MIN, COX PLYa=D REWD. STUDS a 16' O.C. W. FEW CHEO TO SUDS IN ACCORO.a OF THE G.B.C. ®4 2'x4' WOOD REDO. SCHEODUE ON SHEET 16) I ILAI 1 U�j %SRNO MIN. I(' 1 2'x4' WDOD IOtlI 1 HEADER REQUIRED 1 MIN. SEPM nON I 1 TO CLASS EXSNhNG I (SEE SCHEDULE GLISSj ON SHEET 12) O HV WALL HEADER INSTALLATION uw. sEPARAnON 1 ro Cuss E%Imrvc ~—(SEE 11 DI155� ON SHEET NFET 12) 12) III 1 WI 1 I/4-e-200S.S. MACHINE SCRERE WWS / E%ISaNG MIN. 2'x4' a 16' O.C. MAIL. RF PLYNOOD TO BE An SRIDS IN ACCORDAN SECRON 2322 OF n (SEE SCHEDULE w sHEEf "'LL FINISH 1' S.S. MACHINE SCRENS NM a 12' O.C. YN' CONT. S PLATE REO'O. &I 1 • . J aCENSF �? i No, 44167 ' S W A� 0 ALF 1A ,f�a 1,1 _`p * B/AAA4 �Te' ALL P.E SrM/e�s++AATUA /GATE Q201J nLTECO, INC. (EndxFFJilxc) A S S A American ShuHar Systerne Inc. 4268 Went Reotlx Drive Meet Peon Beech, FL 334D) Phone: (800)4]2-2204 . Fax: (581)209-E380 0201T EASTERN L.IETAL SUPPLY, INC. BERTHA ter S Accordion Shutter System .V. BU➢E II W/ OR W/0 NV. WNOOW BUG H.V. BU➢E 1L E C O Inc. TILLIT TESTING k ENGINEERING COMPANY Me Nw. eew a ex. ]ea Wx ..... .11.Assoclallon, ph. e(]m'6T1- 16]D . Fev : (]Ds)6T1-16]1 WAUEP ADTiIR ir. P.E. Mack Dc 1 .167 Rn.xo QESCRIFnox .1 . V. L.C. 1 Ow tsbTe orn6/n T , DATE, m/ze/n 2 DRAWING No 1 %-1 02. 4 6 SHEET 19 E 28 a FINISH / }} PpVpryGEO RIRFP➢FORN TECHNOLOGY W/ 1 1/2' W.. TECHNOLOGY PXe' IMnJ MISTING — V LV 3 VW. ERGS (IF gPPIIGBIE ) In PENETRATION OF NVFIDEO AREA TO EMSIINO WOOD WOOD SCAM REQUIRED. STRUCTURM. ADEQUACY ' OF IXISc BEAN / HEADER. 1/4-0-20.3/4' SS. TO BEtip EYJSTINC WOOD 1. (SEE SCHEDULE ON SHEET I]) I- in PHIWPS TRUSS HEAD Ffm1G Nf0 OR E TRUSSES OR 19—EO--EO— W� y4 _20 Run ARCHITECT PRIOR TO SHUTTER IIJSTALANIN. 1/2' 1/2' 1 O.C. REDUIREO " O 12` O.C, 1/4.0 TAFCON WTM • 1 On 1 ADVANCED THREADFORAf / / / EXISTINGM.U.SOFFM a�/ TECHNCLCCY W// 1 1/2' Min. PENETRARON Ok THREADED J/4' NoINK. i✓3\ "-GOY) I M— N°'' AREA TO COSTING PCCD S 0 rN+3/4' EO 1'.411/B' COW. ALUM. TUBE s .. OPTIONAL (SEE SCNOULE ON SHEET 16) B.N.B. W1 �lAG / :::'.: b O 6' O.C. I1 Or I© OY © (>)� I6b76 SCRflVS TO EACH RAFiFR OR TRUSS. ,•:.y.. I 1 Or © 1 or 1© LOCATE LAG SCREWS AT ( EXISTING THIN 2'N' T I y� ib MIDINOM OF EXISTING WOO MEMBER (2'M. NORMAL W' EXSRNG-1 HEADER RED'D MIN. ]EPAROVON LIAR$ I OPEN ROLE AT EACH W/ 2' Min, PENETRATION CTHREADED i'-- TO GUSS (SEE SCNEOULE ON SHEET 12) E%CI JB/16'0 SPUD TO ACCEPT LAG SCREW 9 INSPWTIOIS WITH 7 f01 3'H I -AT MN gyµyYR L'.0- CENTFA OF TUBE. 1 3 W. ASO. DESIGN L 9'-0' UM SPAN. NIB SO HV WALL HEADER INSTALLATION new a a'n VN SEMAMM MIDUCINBIPLIATgN Fwsnxc w�E IS ONLY VPLD OR WOOD W/ MINSPECI C �Qi sLDJ po 1 ORRR OR SOUMERN PINDE GLASI--� ®.Q OR EQUAL. SHEET 4 FOR TY%CAL BHUMERASSEMBLY,OR 2-MOUND INQ= WAY N suR � WSTu EON. (j)BY CEILING INSTALLATION OU HV CEILING INSTALLATION I ..Bit '� IOR®4 AMR. SU 1 MR. SEPARATION TO GL455 SOmAL w I IwJd ONE +j MONO3ON T —I (SEE EMETH LSO: SCHEDULE QNSHEET 12) llnD I IQ SMAS OR MCH 11 COSTLOCAOCN MIN. TEK SCREWS O II" ,.. CK LI( REQUIRED REDDWASMJCfRNEAD O MMBH IILOwED) l_J;`~d:'snitC'i � 2'vRE MIN WOOD 1J OR® DECK REQUIRED AuLam) FINISH ALLOYIED EWEQF CO.Q IF APPMGBLE R' 11 '. E ED 1/4'0 TAPCON WIN I' 1/4"0-20.3/4' S.S. EDGE OF COOK PHIWPS TRUSS HEAD IF APPUCABLE GEADVANOO 1/4'0 F.H. TAFCON WITH O11 = FINANCED THRIMPORM_ Min. TECHNOLOGY W 1 1 2 Min. / / MACHINE SCREWS �� W/ I/4'-20 NUM 2� THIN. D WN. OF / DECK IF 6—� Y W/ I TECHNOLOGY W/ 1 TEA MID. . PfNE1MRON OF NREMO 211' COW. 4 POEIRATIDH OF THREADED O 12' O.C. APPLICABLE 2' MM. AREA O 6110WIOTH OF W000 SILL PUTS AREA O N1OWIDN OF WOOD 1/4'0 TAPCON WITH A ANCED THRENfORM iFCXNOLDLY PLATE 1 REOb. PLATE W/ 1 1/2' Nin. PENETRATION OF THREADED AREA IWO W000 (BEE SCHEDULE ON SKEET 'Jiy_ • (SEE SCHEDULE ON SHEET 1J) DECK. (SEE SCHEDULE ON SHEET 16) SEE U a0. S OF WE OF RVDE�ON SNEEr 28 OX HV WALK —OVER INSTALLATION OV HV WALL SILL INSTALLATION O W TI HVIFLOOR INSTALLAON Apo""""""c�� FLORIDA BUILDING CODE (High 11.1.6ty Hurricane Zone ALIT P� �: •""""••.. ✓ Q2O1) HLIECO. INC.(ENGINEERMG) 02017 EASIEWI METAL SUPPLY. INC. BERTHA HVTM � ' ': No.44167 ` �L E C O A■S■S■A■ Accordion Shutter System * INC. .V. RUDE I W/ OR W/O N.V. WDIDOW BLADE & N.V. BLADE L TILLIT TESTING & ENGINEERING COMPANY American Shu}ter SY9iems RLY.xu DISC15-07 DATE DRUNK BY: LM 1 OIL I6-0]P OJ/]B/IJ .. am M/ie/IJ �T -A- • pp���•.(A l y �4 \� NES II.N. ]fiL1 Sl. Gb. ]0). M14WM WNe6'. MO®A 3110 A98 Weist1 ." Inc. 4268 Wq! ROaGG D33 ] DRAWING No HHI ........ PMm : (]a,)BJI-t5]O . F°e : (]f13�J1-191 n: Weal P01m Ee,,h, FIL J]40) ^ '. SASIDNAIF' - uname Phan.: (B00)432-2204. FOX: (S81)209-8380 17-102 4 JER XTIo6TlR A IILLN Jc P.E. namA�u.. r a1W P.E.WA1RH .SCkJSIGNh1URE/OATE . SHEET I_e. 19 OF 28 (4s Iwvunsu Wi ry OnsnxD GVSS— vox Lw. cwD. 1 x ulx. Ilhl/r SAS. ZOOR ®W END CONNECTION DETAIL END INSTALLATIONS n HV & 1 HV♦ BLADES INTO 211x4" MIN WOOD STUDS. /. .Drynu uw. w/ MD eIIOEx duos R[Ob. x1f v mx, i.0 SN05 flE0'D* ixPVDEa mos a 'r filD{ D=. . EMI -G LUSS XI '` /—EAImND E455 T/x' uM L T OI0.1 SAS � 4 ll W C Y ma 1 OR ®W WE ONHECIpN N 1114CN5 Yes � END CONNECTION DETAIL 09 END CONNECTION DETAIL® • w11X Enm /�EIASs ACED nwGDEDRu R,S Im euvnu L / nDRs wl 1/r uw. W E+Dsa mun.1 o SNDs o ,x' a.c. ols,6a s31.s. maAss(SM / / ii t/a' mw. I12. tOua rr�� g19xEi Q) QOR WT END CONNECTION DETAIL • xEa Rm ONLY MR SPMS LAF.V W INAH tr-0' • SEE UWATIONS-OF USE OF BLADE 9 ON SHEET 28 ON BOOR@aR OX®D &A(5 DETAIL X END CONNECTION DETAIL ® FNDIEION�ETAIL © FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 7 �. 1)41 it =, ` • ..�� • •: Q •.ti ((,�11,Y V��111 02017 PUTC0. INC. (ENGINUANG) A■S■S■A■C American ShuNer Systems Association, Inc. 4268 W.St Reods Orive Nest P.M Beoch, Fl J340] Phones (800)432-2204 . Pox: (561)209-8300 CM17 EASTERN METAL SUPPLY. INC. LOMe. BERTHA HWA Accordion StterSystem0.44187 YBufWIG KY. �E� TIWT TESTING &ENGINEERING COMPANY e131 x.W. MW S it . Im M....O . JMl Pxone : 305 eft-16Ea . Fm : (]as eat-tsv ( ) moa: lnemooa.com ®-000ea10 WAL' A bUA 8. P.E. RORIDA Va. / 44,57 MM. oESGXumox DAU pN,wx 9M L.C. 1 OI➢ 1s-0)o Mne/1x DLIE: OT/39/1] 2 DRAWING No 1 ]-102 s A P.E: WNA50RE/DATE 20 0 28 a SHEET 24 TYP. FULL HEIGHT. Loan ®°n ©. OoR TYPICAL 22 HV BLADE SHUTTER ELEVATION N.T.S. I. t " NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION & 11 ONE 3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, OR 4(S�1. AND AT ANY ELEVATION. n4 H.D. LOCK MAY BE USED AS A INSIO OR UTSIDE LOCK, ATTACHED 1Zf HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION A 2. LOCATION OF H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105". ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. P'>�- ''Y�q s�:: � �CENSF'•:, � plan mrem, wa (waHcwwc) No. 441 1 1I L�O- ?• TILUT TESTING k ENGINEERING COMPANY O • ` ' •• 1t H nlel Nk so . 54 96 3.5. NRGWn µ lm.. so PW.: (309)VI-1530 . Fav : (305)WI-1531 ,�/ ryo....... -m 0: LTamO4 °c°m °01-000.71C j111 YS EM W m A Man Jr. P.E nuawiva. / 44161 P.E. 5(/2/50NAWREIOATE A.S.S. IM -American Shutter Systems Association, Inc. 4268 West Roads OMe West Palm Beach, R 33407 Phone: (800)432-2204 . Fos: (561)209-8300 E (High Velocity Hurricane Zom EASrv*J METAL SUPPLY, INC. {ERTHA HVTM .-dion Shutter Systeir OR 010 KV. WINDOW BLADE a H.V. BLADE MOH WR 0.GWH gy; LC. f-O)a %/30/IT W.1C %/Y6/IT DRAWING No 17-102 POURED NCRETE ANCHORS CONCRETE SEE SCHEDULE ON 1 q 0-2Dx3/1' S.S. REQUIRED SHEET 26) MACHINE SCIR155 USING _ CO.YCRETE ANCHORS 1 4 20 NUS a b' O.C. POURED / CONCRETE (SEE SCHEDULE ON SHEET 26) / p flEDUIREO EDGE OE Fa EG / •/�. % f/ / E a / APvuCIBIE METING M 0 2 - (s¢ sc¢w¢ ox £N¢T 25) EXISTING QVSG LASS I ® HD WALL HEADER INSTALLATION EEISRNc OV55_' i uw. sFPuuTwx GUSS TD cuss ��. � /, / ,c D.• �(s¢ 2 POURED MT NEADSCNE CONCRETE CONCRETE (SEE mNEDULE ON SNEET 2fi) pcgwam 4EETANCHORS26) ® HD CEILING INSTALLATION © HD TRENCH INSTALLATION m O NIN. sEGUw 'rya sDRmLE w sl¢n n) I US (sarows an I S'CNE"UE Gs) : sxa as) Q E GLASS GUSS 11L1ERNRE ANCHOR I WAHER NFM LOCATION IfX SCREWS e� O 6' O.C. r uren ©� 7 : z NW. ]sPAuPEN rya u® ))w y LSE5ULEOSEEH26)(SEEVEEDNHT ® HD WALK —OVER INSTALLATION _O 1 1 N1gr]/q' HEX WASHER l EAD TFK SCREWS e 6' O.C. ,CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) SIDE OF A➢RSI.AE11C42 E ( =NCREIE ANCHORS USING IH -20 /f V. // / EDGE OF LECURED E. D• POURED CONCRETE MALL SEEM. (SEE SCHEDULE ON SHEET 2fi) NUTS O 8. O.C: //. j 4 1) c' 1.) 0' i / / / / f ` F.6.. �/ SLAB IF SECURED APPU IF HD FLOOR INSTALLATION ©E HD WALL SILL INSTALLATION CONCRETE REQUIRED O HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE NOTE FOR COMBINATION OF SFLTIoxs: 1- SEE SHEET 21 MR TYMM BHUTTER ASSEMBLY • E D. EDGE DISTANCE SCALE: d B =1 2- MOUNTING SECaONS aN BE COMBINED IN AM' WAY TO SNT PN1' WSTALUIION. (SEE SPECIFIGUONS ON $REEF 26) IMF �// FLORIDA BUILDING CODE High Velocity Hurricane Zone �@ • jCENgF NDIN AWG) 02017 TLam INC, (OO ®261UPHVTM BERTHA F NO. 44167 `: A S A Accordion Shutter System t * ' S . V. BIA➢E 1 W OR W/0 KY.. WINDOW BLADE a H.S. BLADE 5 o i Q'• +� \\ TIWT TESTING h ENGINEERING COMPANY American Shutter Systems Association, Inc. EEV.Nc DCGOMlmou D.a w w m LC. I DID IS-079 0)/20/17 CAM 0)/28/n \ • CE' ,1L • 6153 N.N. ]: (G4 SN. N0. NPGWA DMOOIS RGnW >]I . rot : (]W)0T1-13J1 Phone : (]0NG 4266 Vital F Drive34 3 No % �ONAI E G\ 11' ._fl15]0 _mr0-MG7712 teT ch, Phone. (800)4321220q For 1 %DRAWI 1 OZ P.E. 5€SCIsGNR6DATE W TER A TIWT J, P.E. n4NIDA U.. / 44167 . (61)209-8J80 q J SHEET 6 20 OF 28 r ° INSTALLATION ExlmluG cuss OUT 90' OFl NO O IO * SEE NOTtM ON LOCKING R005� & HD0 LOCKS ON SHEET 21 n HV BLADE y oR g aR 6 . 7 oR I ®Q°®� I® SEE END WALL CONNECTION — , DETAILS ON SHEET 24 ' EXWNG GI S L-- -------------r.................. --------s 's AN M 35 y ANGI£ W 1 14•R TOM µCM. i0� 31 S.M.S. O I2• MIN. SEPARATION (4) H.V. (OPIIONN) 4 (eFTONhL) xNgtElE (rOP/BOrIOY O.C. TO Gl 5 e (4) /1A.1/x• 9.xs. I (SEE SCHEDWE PINS ('il'P.) N 3 ro NBE AT F'Itx ON S M 25) (4) H.V. AvcE. OrP) �5�� I a s/R• a 1/Y PINS (TYP.) Oa, IB ®oR ©♦ @, ,®-®,® (1------ OUT I I HVD-HDD EXISTING Cu v (G Drn HVB—HDB OUT — — — — _ SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) IN TO GI IN ON SHEET 35) P.E. p2017 MWW. INC. (ENONEERBIC) IL E-CO t.�. TILLIT TESTING h ENGINEERING COMPANY Pmna : (305)871-1530 . Fe.: (305)B7I-m3. e-ell: ouxeoaa:am ®-0006T1R IRM,R h TWF Jr. P.E. rWRW u1. / "is? HVE-HDE A.S.S.A. American Shutter System, Association, Inc. 426e'Weet Roads Drive Wes( Palm Beech. FL 33407 Phone: (600)432-2204 . FaR.: (561)209-63e0 Accordion INC. BLADE DRAWING No 17-102 16• 1/2* Oa To' aC. 6. . Ewmsc cuss MIN. SEPMATION TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAR. K FOR WE CONNECTION W ©GN s f TOR TO TFACIfS 14�G)+C •( IETAIL 1 END CONNECTION DETAIL NG GIASS SEPARATION D GLAS6 SCHEDULE SHEET 25) —POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE BWCK WALL REQUIRED / 1 BLOCK WALL REQUIRED Z--ENSTNG GLASS / NG GMMZ / IT / MWAR.'MIN. SERVUVION TO S TO GLASS (SEE ` E EC5� ON SHEET 25) 1/2•ONSHEET 2 OUSE 1' OR 2' 111 APPUMLE).Vxt/e•x0'-2- A UMINUN CUP ANGLE 4 (6080-7a A ) AT MGM— (1) J../S SM.S ToO@ (2)1/f0 TIPCONS MICHORS TO DEI RL WALL AT 1' O.C. (LOGIE At E CONNECTION ® EIRIFR 510E OF©J TO TPPCXS SFE % SUE CONNECTION IOSDNG G S -r-i 6 fU0R®ORli OR TO / GRVORQ END CONNECTION DETAIL03 END CONNECTION DETAIL® • RWUIRW ONLY FOR SPANS GRFAIEA iWN 12'-0• .t EKIBTING 'Y QIASS D----_----___ 7A vohl ML------ MOD IEET 25) Q PLAN VIEW Y DETAIL END INSTALLATION n HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. •` i' ' • '141 ••- - LENS •• ✓ � J F''�� = o. 44167 '' ? I.'i •• .2 E p ! Vl1�A` _ ���+' �. NAL E (�\a•'I1 •. s/0........N ;1 ©201T TILTFm. act (ENI NEFRNG) A S S Accordion ■ ■ ■ ■ American Shutter Systems Association. Inc. 426B Weal Ronde Crive Went Palm Beach, FL M407 Phone: (800)A02-220A . Far (561)209-BJBO m2017 FASIEAN METAL SUPPLY. INC. L� BERTHA HV,v Shutter System I.Y.VBLADE it W OA.W 0 NV. PR.'DOW BLADE k N.V. WALE Tlllli TESTING &ENGINEERING COMPANY e>sa N.. 16W a. my„ , a. s Rowe u,R Phone : (ws)BT�t �.'oa a.com.)GTl�tsil - 0-LCOanO nXMa TMUT'. PE RORmA U.. 0 44I67 RAYNo oacRwnox uR QRvm Sm. Le 1 • GLQ rs-ma m/m/n DA1a 07/ae/17 a DRAWING No 1 7-1 02 A P.E. SFA./SIGN7URE/DATE a SHEET 24 OF 28 0 MAXIMUM SHUTTER SPAN 'II OR 'L—' ((t.) * INSTALLATIONS W/ SYMMETRICAL HD CEN301 OR 3U W/ ONE HD 4 LOCK & NO LOCKINGMIS ©5 uAmw ASD�G66M �TxD. foal) Vm-1 POURED CONCRETE INSTAU.ATONS ALL MOUNTING CONDITIONS L.(N L-IN 0 OR LESS 15'-5' 18'-0' 35 IV-10' 181 40 IV-4' 17'-10' 45 IS-11' 17'-6' 50 13'-6' 17'-0' 55 13'-0' I61 6D 12'-11' I6 -2 65 12'-S' IS•-E• 70 12'-6' 14'-11- 75 12'-3' 14'-5' SO IV-0' 14'-0 BS 11'-10- 13 -) 90 11'-6' 13'-2' 95 1V-3' 12'-10' 100 10'-6' 12'-G' ta5 10'-0' 12'-2' 110 9'-fi' 11'-11' 115 9'-1' 11'-B' 120 B•_9• I1'-5' 125 1 V-2' 130 - 10'-11' 135 le-9' 140 10'-6' 145 10'-4' ISO 10'-2' 155 10'-0' IN 9'-10' 165 9'-9' 170 1)5 lea 1'-4- in - 9'-2- IN 9'-O' 95 B'-9' (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNa1 POSRM AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A ONION NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) RCRO POE UETTnrE oIILL UNG: MAXIMUM SPAN FOR WA GIVEN A POSTfNE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'Li MOM SCHEDULE GNEN A NEGATIVE ASD. DESIGN PRESSURE RATING, DETERMINE MAI(IMUM VAN 'L-' FROM SCHEDULE. FINAL MAXIYVM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERM2Im SPAN BETWEEN 'L4 AND *L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBNMTIONS IN BENIEEN WALL W/ ftAOR/CEIUNIG MOUNTNGS: FOR A GIVEN PONWE A.S.O. DESIGN PRESSURE RATING OEIERLIINE Ll+- MAX. SPAN FOR WALL MOUNTING WSTAMATONS. II MAX. SPAN FOR FLOOR/CBUNG MOUNTING, INSTALATONS. FOR A GIVEN NE THE A.S.D. DESIGN PRESSURE RATNG DETERMINE: LI-e MAX. SPAN FOR WALL MOUNTING wSTALUTONS. 1I MAX. SPAN FOR FLOOR/CEMNG MOUNTING INSTAMATONS, FINAL MAXIMUM ALLOWABLE SPAN IS EOVAL TO THE MINIMUM BETWEEN,+', Y24.'L.- AND *U- (4) GO TO ANCHOR SEHEOULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAMM.UM &S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. (2) HV BLADE 4 SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARARON TO GLASS FOR SIMMERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3'. _ INSTALLATION LEGEND 6Ufi51RATE POURED CONqG MWIMDwcs (sm WALLMOUNTING AA& FLOOR/CEILING BE, CC,NG MOUNTI FF & G No.44167 * * yo ' • !� ,.` " ©2017 TJ.TEW. L44 (01PNEERWO) ` A■S■S■A■ American Shutter Systems Association, Inc. 4268 Wall Roads Drive weal Palm Beacn, FL M407 Mona: (S00)432-2204. Fax: (561)209-B3H0 W2017 FASIEWI METAL SUPPLY, MG. IL E C O i.a. BERTHA HVTM Accordion Shutter System .V. EIPDE I W1 OR W 0 H.V. MMIOW sUDE It KV. RUDE 77LLIT TESTING &ENGINEERING COMPANY w5 .. sew a. s... Wamas aW®a. xaom. ssl (305)6)1-1D . Fat : (305)0)1-TSII a.nes Nlecma'. E3-000671a ss.., A IMLT ". P.E. FLORIDA Ud 1 41167 M.N. DISCRO ION DATE DRAWN IM I.C. 1 aD IS-wv 07/2Y12 MTc 0T(2F/V 3 DRAWING NO 17-102 3 P.E. SFAL/SIGNANAE/OATE s SHEET 25 OF 9A s FRS SPACRO IEGENO MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A MEN MAX, SHUTTER SPAN MAXIMUM A.S.D. DESIGN PRESSURE 1 4•. TAPmx TYPE s I6•. TAPGaN n RATING AND A CORRESPONDING MOUNTING FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GO (SHEET 22) SPAN (I1) USE MAXIMUM VALUES BETWEEN POSRVE AND NEGATIVE A.S.D. DESIGN LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >16D TO 195 B. 4 1/2' 3 1/2" OR LESS 12" 8" 6" 4" 3 3/4' >8'-9- 6 3 1/2" 3" $ - - UP TO 10° 6° 4" 4" - 4° 3 1/2" TO UP 18'-0' 7 1/2' 5 1/2' 4" - - y MOTE" 4 YA D ONLY FOR UP TO 10'-0• BPAN ��zaly[as�rrE-=a,�cra:parremn�:rlrnlm:i�Il.T.r.La:(a(�ni r,31:r_vl� (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: Al) TO EXISTING POURED CONCRETE: (Min. re - 3192 Pei) - 1/eO TAMON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4•. A2) M MOND POURED CONCRETE: (Min. Fc = 2899 psi) 5/16.0 TAPCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16• TAPCON XL ANCHORS IS 2 1/4•. A3) IN CASE THAT PRECAST STONE. PRECAST CONCREEE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SIJO WALL FINISHES. ANCHOMCE SHALL BE AS INDICATED ON NOTE AI) ABOVE FOR WSTAUl MHCNS ON VINYL SIDING OR GFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS Me SPECIFlCADONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELMI FOR MINIMUM REOUIREO EDGE DISTANCE FOR ANCHORS. MINIMUM REOUIRED EDGE DISTANCE FOR ANCHM MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3- EDGE DISTANCE FOR 1/Po TAPCON AND 3 5/8- EDGE DISTANCE FOR 5/I6.0 TAPCON XL. () HV BLADE ONLY Yt• a 1 _ IJFNS^L.✓��` = No, l- 44167 TF O •', rr ry�L,p/l,,�% •t-��',, %_�U n•.E•••"" avli 1 ©2017 mIF.CO. MIL ONGINENiwc) ■ ■ ■ ■ A S $ A American Shutter Systems Association, Inc. 4268 West Raaaa Drive West P.I. Beech, R 33407 e: 800)432-2204 .Far. (56tj209-e3 80 ( Phon LYXVI LN.. lft.AL]UYYLT. INC. 1 LE C O 1 ■ a. TIWT TESTING t ENGINEERING COMPANY e]]9 N.V. YIA C. sY. ]01 NA4:MA G®M NW NIC Pnw.: 005)0)1-133G . Fax I (]IA) III-1531 �Ea-aooaTlo salCm A EON J, PE NORIM M / 44167 BERTHA HV- Accordion Shutter System .N BLADE Al W OR W/O RV. WINDOW BLADE k RV. BLADE B 14YJb 0[svaPnoA DATE wwnt an Le. I CUP 13-OJB GI%2N/o cMI: GT/30/IT 2 DRAWING No ' 7_' O,z 3 , P.E SFAI/SIGMiURE/DATE 3 SHEET 9R or 9N 12' UK CLEORAMCE TO eIADE TOP EOCE J'0 OPENING L EO EO i .18------------- T------CC=Y----------- 1� 0625^ .0625 0625 } ' EXTERIOR LJ SECTION X—X m, avmoW 61AOE SCALE: 1' = 1" EXTERIOR ELEVATION SCALE: 1" = I" No.44167 ILIL ET E,C0 TIWT TESTING & ENGINEERING COMPANY ONAL .\a ass'W _~p..=.�F,Naa,v (3oelml-1550 . Fa.: (30s)an-1531 Ea-OWBJIp U&M A TYR Jr. P.E. P.E.SEVSIGNATURE/DATE TICIaDA N A 44157 POLYCARBONATE IMPACT -RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, LIV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE NF" ON SHEET 28). POLYCARSONATE SOURCES FOR 44 APPUCABIE MOLT TPICAL PROPERTIES STANONO ,pq ya „OApT REFERENCE aNwAA solo IaAnc NC„V1M01 tIN IM'I IW ®N PHYlP ,- SPECM GRAVRY MECHMMI ASN 0792 0.043 RM ' 0.043 R/N' TENSILE YOD STRENGM AnU 0638 9.400 p.e.i. 9400 p..L FLEXURAL STRENGTH AT YIEID ASTY D790 12,500 P.e.t 13.400 ".L n RAL UOWwS naaner. ASTY O790 340,000 P+1. pa. 3o.000 L NOTCHED IZOO FIRE BURNING CHARACIFRnM; ASTN 0256 IS Fr-lbAn 17 R-Ib/in WOKE DENSIIT ASHY D2843 4U R 645 5 LM RAIE OF BURNING ASTM D635 C-1 CLA55 C_1 cl.as SETS IGNMON ASTM 01929 INC T 280 T WFA0IEPINC: ASTM G155 TENSILE STRENCIH AFTER WFAIHElow AS1Y 6Ta 9302 P.J. 8840 poi. TENSILE STRESS BEFORE WE METING pSM 636 Sol p.a1 am p.J. A.S.S.A. American Shutter Systems Association, Inc. 425e West Roods Onve Weal Palm 8 ..h. FL 33407 Phone: (800)432-2204 . F..: (581)209-8380 INC. Accordion Shutter System ME if W/ OR W/0 H.V. WNDOW BLADE & H.V. BLADE A DRAWING No 17-102 ELEVATION OUXUG CLASS __________________ -L__________ --- P. 16 ® TYP. SY04,LlPoV.L,CENRRHIOES �® �' W/0('2(}$�OISFFQDEEy))NOTE 4 IBOJE) n-G� �� LPL 4PMLNw w. SFE loan,. w SEED 12 FPt OUDEG) Nmwsm 2e Fw GvNxs(Dep ./ . / 4 GE14EM LIMITATIONS AND CONDITIONS OF USE FOR 3 I. MAX. ASD, DESIGN PRESSURE MIND i110. - 110 Pa.l. 2. MAIL. SNURER SPAN: 96'. ]. ALLOWED MOUMMCS: A D. C k N ON SHEER 9. 2: AS WELL AS MOURGINGS 0. O. T. U k W ON SHEETS IB k 19. ONLY caN EPMAM 1 fly (90111 W/ ®4 OR /Q ME —WED WRN ©1 (Sys/ FO IN A SYN�ENU VL OR OPPo5010 IA19Uf. IN CASE OF OPPoLNO UMW,, 5 BUST DE INCLUDED ONLY AT EXTESUOR ACCESS SIDE OF CENTER S. (A) W WINDOW BADE IO SM ONLY ALLIN/ A UWMUN Of B OPENINGS . (3.0 NAPS) MR ® PER BADE AT SPACINGS SHOWN ON SHEET 27. (0) NM. CLFNUNCE FROM TOP OR MIMM ME OF HV WINDOW BADE OF ANY 3•0 HOLE MR © SHALL BE 12•. (MC)FIRBAOfl�Up�T MADE COMING OUT FROM SDMTRERS AT ENDS WY BE W OON(0) IN EaRnm SADE �lAi MUST BE USED AUTERMTE TO A MUD W BADE D THROUGHOUT SHUTTERS o . CO TES SlW ALWAYS BE INSTALLED AWACENPTO A SOLD IN BIAOE 1 AT GREEN SIDE OF T1E4. (F) POLYGBBOMTE W WINDOW SHALL BE MSDMUM SO TABS PALE ME INTERIOR Of THE OPENINGB O pR01EClED. NV WINOYM ANSI FME A ONLY INSTALLED AND LOMM USING A W' SEMNO TOOL PR w ASX INC. LSEE ANCHOR SPACING SCHEDULE FOR MSTAU.KUGRS INTO WOOD FRAME GONGS ON SHEET 16. AS UQURE0 BY SPAN AND AS.O. DESIGN LOAD (SEE NGIEB I G: 2 mom. T. SEE ANCHOR SPACING SCHEDULE FOR INSTALIAl101b WTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 M 14 AS UNITED BY SPAN M'0 ASD. DESIGN LOAD (SEE NUMB t k 2 ABOM, 9. MINIMUM SWARKBON 10 GLASS SCHEDULE' SHUTTER SPAN NIMUUM SEFA RON w GASS 98• Ms.. 5• LL1 A,,A - ............ z. f' 44167 i Q201T DLIECO, INC. (CxGWEanxc) L INC. TILLIT TESTING &ENGINEERING COMPANY on Nn, Is.. SL,.. WA xI.0Ni0M PUR. .1.1 PM1Om : (]0])oTl-I!]0 . fw I (JOS)B>I-ISSI a- A nle.wed.e. EB-00osne MLTER A fiLT Jn' PL MRIM U. 1 441 D2 SA American' Shutter Systems Association, Inc. 4268 West R000s Dnve West Palm Beach, iL 33407 Men.: (B00)432-2204 . Fax: (SBI)2.s, 80 o2017 EASTERN METAL SUPPLY, MC. BERTHA HVTM Accordion Shutter System' V. BUDE 11 W/ OR W/O RV. WINDOW BLADE & N.V. BLADE •' {r,• t`, � Q x• VM[.:�a A` =-suS/OIi A�.F ' I1 REv.xa oESCRIPnax MYE Dw.rm er: I.C. I aW 15-020 N/2aq arE: 02/26/n 2 DRAWING NO 17-102 J L fl P.E.'tMVS'�ATURE/DAIE s SHEET II-A-85] (PM 10 2- Maa. .xi RA SIfII w 5f11a5 A! 16' QC. o W _J 43a mu ul 14 0.035' 1KKN Yla 43C uL iwIX pWWR, O 6' O.0 M Mn. c-60 O 6- O.C. NTN inMO !0 I Fl 61 ra SCRCM w i DNS G fEAlw FACE AS APP AS MPUGBLF MIN. SEPARATION EaSNNG GU56- —oaS TO CLASS --L SCHEDULE) 1 I MISUNG FINI AS AFPuV 10u ra Ca, MCK -0 Ta a— axM«a. j 43c RVQE . Yin. C-So IDpr. I O6'O.C. 431 O6'f 'Mo i� ra scuws w * G USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D.DESION PRESSURE RATING: +75, - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84- 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED A METRICAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. lJl_RJ n.s ** BLADE SLACK DETAIL HVF IS VALID FOR w 9 1/2' 12 8 CENTERMATE 21 APPUCATION WITH BLADE 1Q Cr 436 IHCK W h5.� ® 6 O.C. WALL HEADER/SILL INSTALLATION 1/2' HVII MATES ©1-12.000' Mo..r ° °So „LD 0 a� 3® 1/4'0 NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE A 3.owl u6.. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 TKRU 3 1. 4 4' 43e tENGIH f 1' 43 1/4"0-20X3" BOLT MUST PENETRATE 30 1. .3 3 el 350 r- 050, L„S RT— �1dr 1/4'0-20 THRE-u.- 43 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HO COMPONENTS I AS APPUCAIXE SCALE 3/8'" 1' 1/2' MAX. SUCK 'y-C - ()2017 MnCO3 INC. (sia.aAIN6) No.44167 * )*` IL ECOLNa. American Shutter Systems .� TIWT TESTING &..'NNEERIND COMPANY Association, Inc. � � ex5s N.w, au, sl., a. xis. .Far c nw:s, '-'53 AIE T(��\` Pnane : (]0 e)6]I-1930 . Far: (365)Sn-p31 West P West R6ad5. Drive r• 0►fp E ,:' _man:. 000671w.nn" Wfiel POIm 04 . FL 33407 "•n,,,,,,n E9-MO6C i Poore: (800)02-2204 . Fax: (SSIu09-8380 \VALID A 1WR P.f. P.P.E.6FAL/SICNANRE/DATE rtww, Lie. / uteT 1 I LOCATED AT 12 HV HEAOOR/sl "' VIEW Y SIDE CONNECTION TO TRACK LOING CODE (Nigh Velocity Hurricane 02017 EASTERN METAL SUPPLY. INC. DRAWING No 17-102 "SHEET ""