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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 i RECEIVED APR 18 2095 n—� n r," s �s�+i � t �i ✓, y� '�vim'�':� r Z„ +a,r wr^ �. 4.), rw' �'_-- �) Aci da Depaftment�.f BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Businessf ) el—i-xi.lUSER: Product A roval Professi =aI Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL38 - 8 Application Type Ion Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmeta].com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Ylorida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Flame Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG 15-086 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-086 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.Ddf Approved for use o VHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resist :Yes Created by Independent Third Party:Yes Design Pres Evaluation Reports Other:Larg el"D Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 rBerthaHV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks -(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A INC DRWG 15-084 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC P.E.R. DRWG.15-084 Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to thls.entity.Instead,contact the office by phone or by traditional mail:If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: S ® [CheiG In securit•uitriuc https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDavYYHH2vJvx53Mw... 4/15/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VESt1FY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA: HV BLADES CU& dA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THBR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. EM COMPONENTS 21-37 SHEET 3 ATL REPORTS: BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONSYSTEM 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICALSEM SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE @ 00214.01-03.00715.01-03.$1004.01-05,#1214.01-05.00317.02-06,80609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: BLADE n AND HV WINDOW BLADE 11� AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE) -HV WINDOW BLADE 0 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.FN BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE$14x2.75•AND$14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTEFRMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH.PINS SWILL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THBR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END.CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN Some WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASIA A-307 GALVANIZED STB].•OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 10: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 6'779582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT 05.458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE A ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 1D INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO AREA CENT72MATEs AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AR 4: W WINDOW BLADE l l l ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE.LOCATON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATE)ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED. SHAD.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TELL 1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. �ticEi( '. -y BERTHA HVTM fTILIE C O t td 1:. A.S.S.A.S■S■A. Accordion Shutter System =; c H.V.BLADE#1 W/OR W/O RV,WINWW BLADE American Shutter Systems iEV.N. DESCWPOON DATE DRAWN BY. ML 71LLIT TESTING & ENGINEERING COMPANY A TE OF * Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 .. 6155 KW.36th.SL.Sta 305.VMMA GARDENS.FLORA 331 Plrone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No .... �f �` a-mal;Wtecocaol. West Palm Beach, FL 33407 3 AAOI0,1 •••• G��`�.�� EB-0006719 4 15=085 PAL ENLAAAA� WALTER A TILUT Jr.P.E. P.E. SEAL/IS 0VURE/DATE FLORIDA Ue.$44167 6 SHEET 6. 1 OF 20 .. J'�Frra 19P'.➢(Pq stroc es VARIES 1918,. 1.491' m 0 .200" n m 0 4.371" os�� .385• 2 4.999` 1 HV SOLID BLADE .375- 5 5 HV 90'/180' STARTER O 3OHV UNIVERSAL FLOATED \ QUALIFIED FOR USE W/ OVERED UNDER US PATENT �/ 9 QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE(DD X 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 A 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ABLADELLOY A2 TEMPER. D .37 6063-T6 ALLOY AND TEMPER 3.226' 1.500" TEMPER 085" y y 70" 0 2.670" 3.55V* 'O ) 67 1.000• �! .670" 2226" c 72 h 842 0 4.897' .815" 2.092" N O7 HV ADJ. ADAPTER WAIP .9 4'436" ' 1.375• 9.072" � 0.07" s2o 3.226' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK BLADEt09 QUALIFIED FOR USE W/ HV HV TRENCH TRACK 55' 3.750• ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE(j) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 1� HV RAINGUARD BLADE Ot 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ^ VARIES "� 1.936" n 1' ts15' BLADE N Max VARIES 1.936• 6063-T6 ALLOY AND TEMPER 1.91.7' ax. 063" 083" .OB3' `O .063" v .093• .093' .100" .060' .060' o .093" 114 .060' 14 .060'o 670 p• _' OCy. 670 1.686" 0'1 670 3.520• 3520, 3.529' 670 Q�11 HV CEILING HEADER (p HV 4EAD/ER/SILL 13 HD CEILING HEADER/SILL 3 . IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED 6oRT6 ALLOY AND BLADE gUALIFlED FOR USE W/ FN BLADE 10 14 WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER X COMPONENT A B T1 T2 % Y t Mt1XMNYHMt 1' I 1' 0.062" fl @ 1B 2' 5•MAX. 0.192" 0.192" SIDE ANGLES 6 .CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES is 2.5" 7"MAX. 0.190 0.190' QUALIFIED FOR USE W/ HV BLADE10 QUALIFIED FO Q USE W/ HV BLADEQ 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 2' S•MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. ENs r`�9� BERTHA HVTM �\ F I L ECO A S S A Accordion Shutter System N c ■ ■ ■ ■ HLV BLADE#1 W/OR W/0 H.V.WINDOW MADE *= American Shutter Systems* DESCIaP11ON DATE DRAWN BY: M.L.TIWT TESTING do ENGINEERING COMPANY a Association, Inc. , OLD 11-192 4/13/75 DAre 4/13/15 $TATE OF ci,= WSS N.W.36ti,SL,Stc.305.VIR AMA W.305)8MENS.FLORIDA-153331 4268 Westroads Drive z Phone:(305-mall:530.Fax:(305)871-1571 DRAWING No ORF,FCORtO .����: e-mall:- 6O'B.com West Palm Beach, FL 33407 S 15-085 SSIONA�����`• WALTER A TILUr Jr.P.E. 4 FLORIDA U�#44167 5 SHEET P.E. 9W66NriM�RE/DAlE 6 2 OF 20 4.576* 4.660' q 929- 2.29r 745' .745' 2 93, 1/4*-20.1/• jt/4.20 UE CAST 745' -1 93' 0.334• FLAT HEAD HOUSING ENNEL 1/4--2B SaM.S. OWED FNNiD (2 TYP.) UR"FAIDED HO CAW ENAMEL HOUSN -j-BAKED PAINTED -- V GRESS TURN�§ .062' KNOB. 0. CrU &K ZMME (CHROME PLATED) 21 BY.CENTERMATE PLATED) QU IFIED FOR USE W/ HV BLADE 1O& NLY HV-FLOATING .325 mHY LOCK -HV-EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ W jr) ONLY QUALIFIED FOR USE W QUALIFIEDfOR USE W/ W 6063-T8 ALLOY 1EMPERr2�) HV CO !Nl��115831 BLADE 1Q& BLADE(I)& ®ONLY. T W/ 2 874' QVAUFIEO FOR USE W/ HV BLADE I ONLY 250'O.D. 1.75'6* .922' 6063-76 ALLOY AND TEMPER PLASTIC HEAD _518 4.045* MOLDED 2.079" 1�753' SCREW I 'V—— ;- 6 .82 Ol." -A AFTER RIVETING 1/4"9-20 x 4" BEFORE RIVETING THUMBSCREW .1/4"0-20 RIVNUT* I"-`� i�,$LSa_ m *SOLES 9444 ALUMINUM(2024-TJ ALLOY)LARGE FLPNOE THIN q 06 .7 PLAN '1 2" SHEET NUTSERI,PART 1 0920,AS MANUFACrURED BY AVDEL HV CHERRY TWORN,PARSIPPENY,NEV JERSEY 07054 OR EQUAL. MALE "T" LOCK�CE�RA ATE -T- WICK CENTERM QUALIFIED FOR USE W W BLADE 1 ONLY HV FEMALE "T" LOCK EENTERM E !Q-C—KER FOR -kT ALL, E ONLY 0 W ALTERNATIVE LOCK Y/ 6063-T6 TEMPER RZ SOCK rSSE QUALIFIED FOR HV BLADE USE W/ QUALIFIED FOR USE W1 W SLADEOONLY QUALIFIED FOR USE W/W BLADE MONLY W/HV BLADE(D ONLY. ONLY. 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- 1.91 1.917 3.161 7 .063' 3- -�-THUMBHJRN .214' .063 .06 CTUNDER OR .21 KEY CYLINDER 1 .125"Max. 0 4, 1 FLIT ` @MD-SENTER MATE NO LOCKING ROD 0 HO CENTERMATE W1 LOCKING ROD QUALIFIED FOR USE W/ HV BLADE Q)& UA QUAUFIED FOR USE W/ HV BLADE &CA 6063-T6 ALLOY AND TEMPERS HD—GENTERMATE'S INSERT VARIES, 12"MIN. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ KV BLADE 7O&0 VARIES, - ' t -T6 TW IA3O* 6063 ALLOY NO TEMPER (SEE DEri'llu), LI/2- ---X=ffTURN NDER lly OR KEY .5 Mill. CYUNOER LOCKING RODA 1/4-0 QUALIFIED FOR USE W LADEO375m HD LOCK E0 9ANDTEMPER HV 3/-B"0-16 AC By REGENT KAROWARE MORTISE LOCKS SERIES 2433 HOOK BOLT LOCK. 5 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10&NILLED AT TRACKS FOR PROPER EMBEDMENT gUAL1FlED F�QR%AM! Vtpj),V BLA QUALIFIED FOR USE W/ HV BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: ............ 0 2015 EkSTERN METAL SUPPLY.INC. BERTHA HVim IL ECO Accordion Shutter System Z AnSuSIAMN Rv.8-9X#1 W/OR W/O RV.WNDOW MADE Amedcan Shutter Systems Fir , S Z TING & ENGINEERING COMPANY DAN DRAWN BY. M.E. TILLIT TES tEv.lk DESCRIPIMN S355 N.W.36th,St.SU,=VIRCINIA GARDENS,PI 3316t OLD 11-192 D:A 15 % Association, Inc. 1 _L'�� WI'j/L Ph— F.:(305)871-1531 4268 Westroads Drive 2 ........ —0: NO West Palm Beach, FL 33407 3 SIONNIL E13-0008719 — 15-085 WAL70 A.TUIT Jr' .E. 4 FlORMA U..1 44 67 5 P.E. SEAL/SIGNATURE/DATE —SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8".rAn 12TOMIN. BIADE PCE ' 10 HV BLADE 1 40 ( ! GGE 1A 1a7s'Is' I® HV BLADE 1AHV W NDOW BLADE 0625 YY aszs .aszsHV LONG RECESSED NYLON BUSHINGrBLADE's -1875' Y 0625 3 ¢O¢ N KNmUCPK' 0.0625' Q HV SHORT RECESSED NYLON BUSHING ��� 3 I R1.75X3.75.00' ® HV NYLON HAT WASHER �OR (9 N ! FLAT PORTION- RTION at C ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 14 4 ! n 44 ///.2.(750.870'x3/16"THICK NYLON WHEEL 3 I I 3 N 2 7/8'MIN. HV WINDOW 315'0 CLEAR 03.0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION p�� .0625"-t0625' ® HV 1 3/4•• ACCORDION PIN W/ #8 HEAD * EXTERIOR jLOPENINGS f 9 3/4' SFCDON Y-Y 7� o ON C TERS *i .7500' ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD * 41 ., �4 2 1/4' O°640R ""ON ® �-.o CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW �I ! j BETWSEr1 TYPICAL HV WINDOW BLADE. -_AND I I is j i 3 POLYCARBONATE HV WINDOW DETAIL T OR ® 4 or ®3 I I N.T.S. 3 ((SEE NOTE FOR i l l I REQUIREMENTS) I OOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 2'MIN.CLEARA4RESINS, UV-STABILIZED GRADE OR SABIC 111 11K HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y I 1TO BLADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN � , ,^ F (SEE NOTE " ^ ON SHEFT 19). Hy(1 tavIw i i I ! OR Sa (1) HV PIN ® SHALL ALWAYS Bo E USED AT ALL EXTERIOR .N ; IR ;BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ! I I POLYCARBONATE SOURCES FOREXTERIORHV 9 BLADE. IC S U E SSE �'�N.T.S. lYl'IrAL PROPERII6 sTum4®(2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY MV PIN�2 ExTEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ BLADE'S KNU(SEE NOTE i SPECIFIC GPAV17Y ASPM 0792 0.043 Ibf,n MM lei•BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D4 ® 3 REQUIREME " .T4- Ir— I ! TENSILE YIF1D STROCRI A5111 0638 9,1W Rai. 9500 Pai. FLEXUM SIRENCD7 AT Y01D ASPM W. 125W 0..3. 13,400 pal. (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 ! iIj FIExuRAL MaouLa Am DM W.000"I 34s,om P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ! ! nsecD SHEET ® wo c 6D lzoo ASIM 0258 18 Fr-row 17 F7-ml WHEEL CARRIAGE DETAIL SMOKE DDIS17Y ASTM DW43 472 X 64.5 x MAK S. ASSEMBLY LAYOUT RATE WB Am D s C-1 CLASS o-1 Cl N.T.S. SELF YINRION ASIM DIM 1010 T BBD•F N Yffdlk>F]3Yr AS6155 TENSILE STTlMGDI AFTER WEAtw ASTM 636 9302"1. 0890 P.T. ,IHV BLADE SOLID & dA HV WINDO E DETAILS SOLID & dA HV WINDO E DETAILS � � E�R 1LE5> 66EW� o AsluaS6 8"1°'3. mloPL N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Ione ```����P�� R A• li'''. ©2016 EASTERN METAL SUPPLY, INC. `�.. ���EN • r , BERTHA HVTM A S S A Accordion Shutter System H V.BLADE#, W/OR W/O FLY.WINDOW MADE American Shutter Systems REV.N DESCRIPTION DATE DRAWN BI: M.L. TILLIT TESTING & ENGINEERING COMPANY SL•St&305,W.36 TE OF 6pssoatation. Inc. 1 OLD 71-792 4/13/15 DATE 4/13/15 :• A3 N N. WtGIWA CSROENS•RAPoOA 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Wes(roads Drive 2 DRAWING NO F� ORIDA .mak. e-mGD:eltaeoo6ol.eem West Palm Beach, FL 33407 3 s/ANAL ENG `° WALTER AOTOLLff1Jr.P.E. 4 15-085 P.E. t"MiAVURE�DATE RDRIDA Ue.@ 44167 a SHE 4 OF 20 NOTES O LOCKS AN N ER A e c o u N s T U ® �®•�°fl® 1 MANDATORY CONDITION 11: ONE HV LOCK® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE}�OW 62 OF SHUTTER SPAt FOR SPANS UP TO 105",AND FOR INSTALL6-TIONS AT ANY ELEVATION. HV LOCK f�or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO 01 OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FO BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 16°, LOCKS OR MAY BE USED INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ry OR(p SHALL BE AS INDICATED TE(1) ABOVE LOCATION OF LOCKS IN ON TYPICAL SHUTTER ELEVATION. N - 3. II ° S g � ® B2 IS USED W/ MANDATORY CONDITION fj OR LIMITED MAN tRo H O LOCKSC LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 5 an 0 on 4 a'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® Oft AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY commON i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN IAB AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �w ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Roe- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ® i I5 9 5 LO ONE ALTERNATE HV CK MAY BHV LOCK USED IN LIEU OF LOCK or FOR ANY SPAN AND O '= 2 GG� IN ST T1DNS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �'31 � 3= OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4•ALUM. t R RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. mANpATOKY CONDIRON JL3 FOR KEYSTONE MOUNTING INSTALATIONC_ ONE HV LOCK®or®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®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED i0®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/0 CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J K L Y P Q x V W x SHEET^ 10& 1B TYP. FULL D *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. CENTERMATE I ONE ALTERNATE HV'T"LOCK Qq MAY BE INSTALLED IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND ©°R®�©•OO aR®°RTD+©"+ 1 STALLA710N AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER R ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUF OR W/ 1/4"0-20x1"SS.M.S. INTO A 1/4"0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 5+ Son 1 +©oRUT3 +17 oa *NOTES 0 D LOCK'S & CE TE TES: 1, W/3�. ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS OR ER FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK®TO®IS W/3 J8 x 3/8'F.H.S.S.MS.,AND INCLUDES REONFORCEMENr INSERT©AS SHOWN ON SECTIONS HDB-HVB AND HDC-WC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE( on High Velocity Hurricane one 2015 EASTERN METAL SUPPLY,INC. ,•���R A.rf<<� ERBERTHA HVTM .. N IL E C O ih�. , Accordion Shutter System Kv FADE#1 w/OR w/o H.v.N7NDOW BLADE American Shutter SystemsREX Ik DESCAIPnox DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY . = STATE OF4/13/15 6335 N.W.J604 6L,Ste.305.V6KW A GAnOElS,FlNODA 371 Association, Inc. 1 OLD 11-192 4/13/15 DAZE: Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �� e-m0n:tat aoo0aal.°an, West Palm Beach, FL 33407 3ES- 6719 15-085 h'�r/A�fsl.......���j`\`��\� WALTER A�LLT'J,P.E 4 �,,,� /ON �.� FLORIDA Ua.8 44167 8 SHEET P.E. SEAtIG1�NTURE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE (SEE,SCHEDULE ON OR CONCRETE BLOCK POURED REQUIRED 1/4'0-20x3/4'S.S. POURED CONCRETE SHEET' 13) CONCRETE REQUIRED CONCRETE ANCHORS MADHINE SCREWS REQUIRED FDR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18x51ONE(SEE MOUNTING®ON SHEET 7) SHEET 13) NUIS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1� Min. 1/4.0-20x3/4'S.S. Min. 12 OR 14 q E MACHINE SCREWS E. Q 2, USING 1/4'-20 NUTS 0 12'O.C. /2 O E D.* .250'Max.MOX. -- - 13 °II 5 13 15 D. I I D ___ I I I .250'Max. I I I Max. L E.D I I .D.• i I OPTIONAL I I i i'� �PTIONAL I I 1 I 1 ro�PNt`ICfI I s'MU NxR sHfF7 �I N ♦ i - MIN.SEPARATION TO GLASS 1 11 MR SLAEO" 1 --QOR ® IXISRNG a s�Er 1a EaR I I i I N I I GLASS SCHEDULE ON SHEET 17) E%ISTING gggmg� i j MIN.SEPARATION TO GLASS i 1 GLISS—i I`(SEE SCHEDULE ON SHEET 11) IXISTINC A HV WALL HEADER INSTALLATION GAB—, ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISTING MIN.SEPARATION TO GLASS GLASS--i M SEP i I 1 1 OR 1 ♦ EXISTING—r—(SEE SCHEDULE ON SHEEP 11) 1 I m CLASS(SEE N I I I I MIN.SEPARATION TO GLASS GLASS s11 ON%W II I I i i_(SEE SCHEDULE ON SHEEP 11) 11 Eat BIDE(D"' rh a s(1v 0 T1w1 y,I N i OPTIONAL i BWSTm&® t!{ IXISTING I I Imo- t/a' Max. III II 1 4'Max_ n1 i4 OPTIONAL i I / 13 11 II 19 --- EO E0 °R 1© t' ----- 12 oR® --- 1/4'0-20x3/4'S.S. Min. E PHILLIPS TRUSS HEAD 1/4'0-20x3/4'SS. PHIWPS �° 1B MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS Cki0@� 7' 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12 O.C. (SEE SCHEDULE ON SS ET 13) Win. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE B CRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION ED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRE O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE \' ASSEMBLY ♦SEE LIMITATIONS OF USE FOR H♦ B LA D E 2-MOUNTING SECTIONS CAN BE COMBINE (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHIFT 19 IN ANY WAY TO SUN ANY INSTALLATION. t1RI1Ta11 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ••:•.�� // 0 2015 EASTERN METAL SUPPLY, INC. P.� \CE = BERTHA HVTM: \ Ns� ,9 /TMECO 1 N C.p A Accordion Shutter System FEV.RA)E#1 W/OR W/D FEV.WINDOW BLADE I-*A : �/,� American Shutter Systems - ItISCRII'TIGx DATE DRAWN BY: M.L p; - TICCIT TESTING & ENGINEERING COMPANY S AI TE 01' :��` Association. Inc. I OLD 11-192 a/1J/1s OATS 4/13/15 �'•, X11 8355 N.W.SSN.St.,Ste.3a1,VIRGINIA GARDENS,ELOIUD&331 4268 WGStroadS Drive 2 Plwne:(305)871-1530.Fax:(305)871-1531 DRAWING No Ss/......-•N�j\t`\�.: e-Ana® ��191•IAm West Palm Beach, FL 33407 3 c 15-085 ///////6NA'L;,,�\\�� WALTER A 11LLN Jr.P.E. 5 SHEET P.E. SEAL ys"A"TURE/DATE FLORIDA ua.p 44787 6 6 OF 20 SEE END WALL (,Q (", I QETS 10 & 18 SEE OTE9 ON LOCKING RODS®,HV LOCKS D 5.ouT 91r IN EXISTING GUS INSTALLATIONS W/ 1 HV * 111.E ALTERNATE DETAIL HK 0 ON IS VAUD FOR ALL BLADE W1 HV CENTERMATES CENTERMATES APPLICATION WITH BLADED OR SEE ENO WALL CONNECTION 10+ m©+ EXISTING GLASS DETAILS ON SHEETS 0 & 18 Q+O+Qoa©+O+®Da 2-x2-xi/8-XO'-2 1 I ®+®-w 19aOat19+� 31/4' )^ 61/2" 7" (60637T6 N.LOV)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2" as©+ ANCHORS TO CONCRETE I CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)'k #IOx3/4"S.M.S.® 12" W/ HV LOCK or (4)#10x1/2-S.M.S.TO TUBE I O.C.FULL LENGHT. W, HV LOCK ( or ILS TO GLASS (SEE SCHEDULE AT EACH ANGLE(TYP) * Z 0th SHEET 11 35* IN 5 O BO 5* 1 1 HVB OUT ® HVC POURED CONCRETE OR HVA Qoa®°fl©aOon®oa1D+®0a EXISTING GLASS CONCIR BLOCKALL ©+O`©��©/s 70• 1 1.O+�ua rr— RE°U ED EXISTING 5t SYMMETRICAL 6 7 °R 6 + 7 + 6R MIN.sr EPARATION GLASS +0+© O 8 +®aeO9+©GR19.O5 �IXISTIN CENTERMATES 6 INbn3 Tocass_- am 1 HV LOCK �6OPTIONAL— — — � ON SHEET 11) MIN.SEPARATION T°GLASS -- (SEE SCHEDULE I N OPf10NALON SHEET 11) (INTERIOR) _—_—_—_—_—_ __---_____ Ak OUT _ CONCRETE 1 ANCHORS16'O.C. 1 L'/'/I w VARIES'CY �� * 9D' L2,—/—� * m ® `�`y 2 ca ® o U T 6 1/2"MAX.SLACK OUT (DSI°R) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Tr'!C/A'// D 2015 EASTERN METAL SUPPLY,INC. .......... r�;,,, BERTHA H1/TM ? Eru A S . S.A Accordion Shutter System z I L ECO 1 N c. . . H.V.BLADE#1 W/OR WHO KV.W IWOW RADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV_N DESCRWMON TUTS DRAWN(TI': M.L. 63W N.W.36th.St,Sta 305,VIROPIN GARDENS.FIARM 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF = 4268 Westroods Drive z (305)8mail;U0.Fax (305)871-1531 DRAWING No FCORIOP•����` e-maiB-OD06719.wm West Palm Beach, FL 33407 3 15-085 %iAiAVV�`SS�Q...L.(.`� . WF�iDRRN LL#441 P,' 5 SHEET P.E. Si,l,�{ L Tr11zE/DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING CLA55 - 2'MIN EXISTING GLASS ® 16'O.C. 2'MIN. r- MIN.SEPARATION F- t•- TO CLASS(SEE Tr I MIN.SEPARATION SCHEDULE ON SHEET TOMINGLASS SEPARATION I SEE MON.SEPAFWION EO EQ TO(SASS(SEE 11 FOR OADE LAND SCHEDULE�(SHEET ' SCHEDULE n�(SEE SQIEDL0.E ON SHEET 1/16'x3"MAX. ON SHEET 19 FOR 11 FOR RADE(D AND AD SST _ 11 FOR[MADE mM7D 11 FOR BI!•19 LAND (6063-T6)CONT. BLADES 0&® ON SHEET 19 FOR 1/2 CN SHEET 19 FOR ON 5}ffET 19 FDR ALUM.CLOSER (LOCATE AT BLADES(D&Q!1 PLATE (LOCATE 1/2-F-,: I � BItD6 O& HADES 0& EITHER SIDE 1 AT EITHER SIDE MIN OF 5O) OF 4) I U USE 1'OR 2'MAX. 1/2'MIN. 810x1/2"S.M.S. I _—_-- (AS APPLICAUP)AN'x1/8'x0'-Y _—_-- 810x1/2'S.M.S. --_—_ ® 16"O.C. ALUMINUM CLIP ANGLE 1 ® 16'O.C. ----- 4 � I (6063-T6 ALLOY)AT MIDHEIGHT 4 \ I (2)1/4-0tTAPCO S ANCHORS TO rj SEE DETAIL X FO jOR En1iER SIDE OF Q)(LOCATE AT OR SIDE CONNECTION 1 OR (g SEE DETAIL X FOR 1 OR & TO TRACKS �� SIDE CONNECTION ®v V"7Ov 8 0•®v SEE DETNL X FO 4 6• 7 m 8 10 ®v 6 7 v e 10+®v TO TRACKS v a 6•7 v g 0•®m 10• SIDE CONNECTION gv®"`©'�©•®"' TO TRACKS 10+®m�•�©+©" f0®®^"©.®v®.®v 10-•®"©.®a©•®°' ©.O•©"'©.O.®v 6 7 6 77 ©•Q•©v©_•�Oj'®m ©'Oj '©"'©.O.®v ®• v 8. ex ®•®v©®vO.®"` END CONNECTION DETAIL 3 END CONNECTION DETAIL 20 END CONNECTION DETAIL(1) END CONNECTION DETAIL(g) & REQUIRED ONLY FOR SPANS GREATER THAN 12� POURED CONCRETE OR ,,�LxlsnNc c assREQUIREDGLASS 4 - 4 CONCRETE BLOCK WALL EXISTI D MIN.SEPARATION g1 1/2"S.M.C. b ------- TO GLASSLEO(SEE ® 16• MN. LASS(SEE Y t —_—_—_SCHIMU ____ (7 OR®OR(DOR 1 f3ADEm CONC ETE 1/2'MIN.N SI-EET TO ULE O(� ------------ _ _____ ON SHEET 19 FOR ANCHOR® - 1 SAADDE QPND OR 1 OR 1 OR 1 qC.NCR HAcsO& 12' ON SHEET 19 FOR O.C. $ BLADES 0&ID 4 _____ _ OR� Q1/2"MIN. _1 2"MIN.EO OR®OR0OR 2"MIN. ♦ SEE LIMITATIONS OF USE FOR V Y 5 BLADE®ON SHEET 19 (g 1R@0R(9OR(DOR(D EW�- 1 OR & PLAN DETAIL X 1 OR ®• ©m®m©.gym® 10•®m POURED CONCRETE OR ®m©•QvO 10•®m 10•®v®•®v©•®v CONCRETE BLOCK WALL REQUIRED ® ®• mpmp•®m ©`O•©m©`O•®m 1 HV BLADE OR HV WINDOW BLADE INTO �©•O•©v©.70.®m � @:3 31t@ CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 p•®m®•®m�.®mp® END CONNECTION DETAIL 6 m®® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ��A•�`��R A:T!(��T.,,�� ©2015 EASTERN METAL SUPPLY.INC. BERTHA terHVTM S \C E _ 1 L ECO N�. Accordion Shutter System KV. BLADE#1 W/OR W/o H.V.WINWIN MADE ir- American Shutter Systems EV.N UESCRIPOON DATE DRAWN 5V ML TILLIT TESTING & ENGINEERING COMPANY STATE OF :'� 635s N.w.36m.n.Ste.305,VRGM GgMEN5.FLORDA 331 Association, Inc. 1 OLD 11-192 a/,3/1s DATE 4/13/15 Phone:(305)871-1530_Fax:(305)871-1531 4268 Westroods Drive z DRAWING No ,c'•., ORIO 6ltec ft.I.cem West Palm Beach. FL 33407 3 �`s'S ONAL..0 \`` EB-0008719 15-085 '777 / `�`0" WALTERERFWRA Ue®4416iE 4 P.E. 1' Njt9 AafURE/DATE s SHEET OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND NOTE$;. CENTERMATES.® &®or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® Or ® Or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. Bc�W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or®or® A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL B, D E, M, N, 0, P. O, A.SDESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F, K L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,It) (VAUD FOR MOUNTING( (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,tF SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING CONCRETE & M aGIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. asp,DCp ks-D.D� N XSM.DESS INSTAL ATIONS f'nEsM WALL MOUNTING FLOOR/CEILING 1+E WALL MOUNTING 1'fJEU1fRE GIVEN MANNEGATNE A.S.D. ESIGN PRESSUREIMUM SPAN 'L+" FROM SCHEDULE.RATING, RA191C R4101D RA11t10 FLOOR/CEILING MOUNTING MOUNONG BOOR/(5•:IUNG MOUNBNG �'O') t. DR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. OR-) (+OR-) FLOOR ALL UO NG r�LL L+ (to L-(It) L+ (� L-(fU L+ (1t) L-(10 L+ (flJ L-(I� 0 MAXIMUM SHUTTER SPAN "L+°OR -L--FOR 30 OR LES 16'-0' 16'-0" 16'-0" 16'-0" 30 16'-0' 16'-0' 30 i6'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pd.AS.O. DESIGN PRESSURE RATING.. MINIMUM DETERMINED SPAN BETWEEN 'L+AND•L-". 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14-10" 14'-10' 35 15'-2" I6'-10" 40 13'-10' 13'-10• 14'-2" 15'-2" 40 13'-10• 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3" 45 13'-1' 13'-1" 45 13'-4" 14'-3• t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7' 50 12'-5' 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-I'. 12'-11" 55 11'-10" 11'-10• 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11•-4' 11'-4' 11'-7' 12'-4" 60 11'-4' 11'-4" 60 10'-2' 10'-11' NOTE#5,SHEET 5. RATING: 65 10'-10' t0'-t O' 11'-1' 11'-11' 65 10'-10' 10•-10" 65 9'-5' 10'-1" DETERMINE:. U+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 11'-5" 70 10'-6' 10'-6• 70 W-9_ 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1" 75 - W-9' tt EXCEPT THAT MAXIMUM SHUM SPAN"L+'OR INSTALLATIONS. 80 W-10" 9'-10" 10'-0• 10'-9" 80 V-10' 9'-10' "L-"AND MAXIMUM A3.13.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6" W-6" 9'-9• 10'-5" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3° 9'-5` 10'-1' 90 9'-3" 9'-3' SHALL BE LIMNED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Ll-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-O' W-9' 9'-2' W-10' 95 9'-0• B'-9" LIMITED TO +64,-72 p.s.f. AND 8'-0"SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0' 9'-7' 100 8'-9• 8'-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" W-9' 9'-4" 105 8'-7" 7'-11• L 110 8'-4' 7'-7" 8'-7' 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL Lz-' THE B'-4' 8•-11' 115 B'-2' 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t1+',"L2+', "Lt-`AND" 120 8'-0' 6'-11' EI-2" 8'-9' 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 1 -1 - 8'-08'-5" 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8" 6•-5' 7'-10• W-1' 130 7'-8' 6'-s• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 16-4" 4'-1' ' 6'-2' 7'-9' 7'-9' 135 7'-7• 6'-2" WIND ZONE SPACING. 140 ' 5'-T1" 7'-7` r-6 140 7'-5• 5'-,r ASTM E-1996 SEPARATION 145 ' S'-9' 7'-5' 7'-3' 145 7'-3' 5'-9" TO GLASS 150 " 5'-.7' 7'-4' 7'-0• 150 7'-2" 1'-7- 155 ' 5'-5' 7'-2' 6'-9' 155 7'-D• 5'-5• 1 THRU 3 1" 160 ' 5'-2• 7'-1' 6'-7° 160 6'-11' 5'-2" 165 ' 5'-1' 7'-0' 6'-4' 165 6'-10• 5'-1' 170 ' 4'-11" 6'-11" 6'-2' 170 6'-9" V-11" 175 ' 4'-9" 6'-9' 6•-0•, 175 6'-7' 4'-9" H V B LA D E 180 ' 4'-8' 6'-8' S'-10" ISO 6'-6' 4'-8' 185 4'-6' 6'-7• 5'-8' 165 6'-5' 4'-6" 10 190 4'-5' 6'-6' S-6• 190 6'-4" 4'-5•195 4'-3' 6'-5' S'-5• 195 6'-3" 4-3" 200 - 4'-2" 6'-4" 5'-3' 200 6'-2' 4'-2205 ' 4'-1" W-3" 5'-1' 205 6'-1' 4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS L E C O e LM A Accordion Shutter System S FLV.BLADE#1 W/OR W/O H.V.WIMON MADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY:MtQY. G. 2 * 6355 N.W.36th.St.,Ste.505.VIRGUM GARDENS,RDRM 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 3 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No SlAlt Ur —al:t6teaa®aa.aam West Palm Beach, FL 33407 3 F Q• �/; EB-0006719 15-085 O,(:•. 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