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HomeMy WebLinkAboutProduct Approval 10/5.12015 —y Florida Building Code Online iuraf-g (itd BCIS`Home `Log In User Registration Hot Topics Submi .^ t Surcharge Stats&Facts Publications €, FBC Staff BCIS Site Map ! Links Search Busines t t-) J .� Product Approval Professional 5 �USER: Public User Regulation Product Approval Menu>Product or Application Search>Application list>Application Detail FL389-R8 Application Type Revision 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received 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 ° Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf 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 http.//www.floridabui lding.orgtpr/pr_app_dfl.aspx?param=wGEVXQwtDgvYYH H2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 10/5,12015 Florida Building Code Online 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 Summa of Products IDescription FL# Model,Number or Name 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (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.15-086.pd 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 RWG.15-086j)df Other: Large Missile Level "D",Max span is 12'-7"for 35 psf FL389 R8 AEA.S.S.A. INC. P.E.R. positive ASD load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5-2"for 110 psf ASD load for I HV3 blade w/o window blade and W-11"for 62 psf, 9`-6"for 155 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. ASO pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. ...................................I.............................. ............................................ ­­..................................­­._'­..­L_____.......... ........... ............. 1389.2 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 11 A.S.S.A. INC. DRWG.15-085j)df 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 16'-0"for 30 FL389 R8 AEA,S.S.A. INC. P.E.R. DRWG. 15-085 HV,pdf 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 W-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 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-084.1)d 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 pdf 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.. for Blade I and 18'�-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively ............-.......... .............. ED Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyriclht 2007-2012 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 dick here. Product Approval Accepts: 6 Re M.Z http://www.floridabuilding.org/pr/pr_appjfl.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 GENERAL NQTES: 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 STALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE p C- Tom• T 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 EN I S 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 SHEM 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES(1)dG BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HQI USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND TARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -FIV BLADE(D #0214.01-03,#0715.01-03,#1004.01-05,#1214.01-05.#0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=18EI6 AREA 2: HV BLADE1n AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE LEVEL.D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE {WHERE APPLICABLEI -HV WINDOW BLADE 0#0.505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#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.FAA BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATE)ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BSTALL LADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS BE 014x275'AND#14.1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k.*,TENSILE STRENGTH. PINS SWILL BE COATED WITH BERM HV DACROSHIELD COATING SYSTEM AS MANUFACTURED ETY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 14.1 FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5DO18 WITH 50 Ii MIN.YIELD STRENGTH AND 90 W,MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TD BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 HV BLADE &Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 05'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY'TNG• AREA 3: HV WINDOW BLADE R ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAT./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 HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SFW1 BE LOCATE)ON A READILY V013LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD 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.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SKE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE a THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERS)BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 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. FLORIDA1 f1 (e)ORIGINAL P.E.D.SRALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FBUIWING CODE(Non High Velocity Hurricane Zone `\``SSAYPS'l A. 1/C`�A�� 2015 EASTERN METAL SUPPLY, INC. �'�''.�icFi�' :�y BERTHA HVTM A S S A Accordion Shutter System . . . ■ PLV.RADE#1 W/OR W/O PLV. WINDOW BLADE American Shutter Systems DESCRIPTION DATE DRAWN ETY: ML TILLIT TESTING & ENGINEERING COMPANY TE >u* Association. Inc. 1 OLD 11-192 4/13/15 HATE: 4/13/15 OF ..•; , NML W.Seth.se,s e .Ymcn M D/RDF++s FLORIDA 3314268 Westroods Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No HSS •, SFr c— .[I:6lte O.W.— West Palm Beach, FL 33407 3 15-085 ,,;�NALENG`A�`` WALTER EB--000671STIUff T.RE P.E. SEAL`S Mx1%RE/DATE FLORIDA Li..d a1s7 a SHEET OF 20 3'r FOB WYaI(I1I 6VOE�A VARIES 1.491' 1918" Max. 1.200' o rn 09 c� 4571' a�4' 4.385" L 0, a 1 HV SOLID BLADE O o >� O HV 90 f 1 BOr STARTER 3 HV UNIVERSAL FLOATER QUALIFIED FOR USE w/ COVERED UNDER US PATENT # 5458179 QUAUFlED FOR USE W/ HV BLADEQ ® D HV BLADEQI HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE MITATIONS OF USE OF BLADE®0 SHEET 19 6063-T6 ALLOYE 1 TEMPER '37- 6063-T6 ALLOY AND TEMPER 3.226" 1.500' '124' 0 085' y8 2.670" O (TYP-) n .9*12" .670' 2.226' 2 0 4.897' .8152.092'HV ADJ. ADAPTER MIP4.436 0.072" 0.072' . 3.226• QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACKTEMPER 6063-76 BLADE 10 QUALIFIED FOR USE W/ HV 90 HV TRENCH TRACK 55' 3.750- BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE 01 ONLY. HV RAINGUARD BLADE 1D 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES _ 1.936' BLADE 1' 1'815 ? VARIES 1.936' 6063-T6 ALLOY A D TEMPER Max. ' 1817' o o .083' 1n 0 083• 083• .�' � � .093• .093'' � ,125' .100" o .060' ro 'o 060' c 0 .060' A60"0 670 .093" 093" n . _ ' \A Z74 v b� 670 1.606' 670 3.529'• 3.520" 0 520' 67021y, 1 11 HV CEILING HEADEILL a.5 R ® HV HEADER/S13 Q LIFTED FOR USE W/ HV BLADECI ONLY, QUAUFlED FOR USE W/ HV BLADE 1 LY HD CEILING HEADER/SILL 6063-T6 ALLOY AND TEMP QUALIFIED FOR USE W/ HV 8LADE 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID lD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 NK%A84.Y RQJ.t 2' 1 2'JU25" 1' 1' .062' Q 2' 5'MAX. 1/8' 1/8' 3• 3" 0.090' 182' 5'MAX. 0.192' 0.192- SIDE ANGLES R 20 CORNER POSTS ALUMINUM ANGLES 19 2.5• 7'MAX. 0.190' 0.190' QUALIFIED FOR USE W/ HV UAUFIED FOR USE W/ HV BLADE(D QUAUFlED F0 ,USE W/ HV gtgpE Oj 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TIL(/ ©2015 EASTERN METAL SUPPLY,INC. T BERTHA HVTM •``�Q� '�GENSF' '9 • � �' Accordion Shutter System _ *= I L Eq O 1 N C. A. . . . H.V. BLADE#1 WW/OR W/0 ITV.WINDOW BADE TACT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN 9(-. M.L. B=N.W.36tH.SL.Ste.M.VIRGM CAFMS,FLORIDA 331 ASSOCiOtIOfl� Inc. 1 OLD 11-192 4/13/15 DAM- 4/13/15 Phone:(305)871-1530.Fax:(30,9)871-1531 4268 Westroads Drive 2 DRAWING No a-mm�Go6iBl.eom West Palm Beach, FL 33407 3 15-085 sslONA1�.��` WALTER a purl Jn P.E. FLORIDA Da.®44167 s SHEET P.E. 5��1,766191�RE/DATE 6 2 OF 20 4.576' 4.660* gzg- 2.293' Ile-20xtl• 1/4-20 FLAr HEAD HOUSING VVUEL lle-20- .743- .74 DIE CAS S.&M.S. aWED PXN= IINZWED DIE CAST - (2 TYP.) HIUSIKI 11"El 474.'___k2 SWED TAINTED )URN -woe. -318 875* IXS' 03ASS CYUXM WASS cyUNECR 21 (CHROME PLATM) aA) &KEYS(OME HV-CENTERMATE PLATED) QUALIFIED FOR USE W/ HV BLADEO& ONLY 412) HV FLOATING C TE LA E � 0 MLEGRESS LOCK -T6 ALLOY AND TEMPER 'LlfIED FOR USE W1 HV BLADE el & ONLY 875* QUALIFIED QUA1LJA1EDeR USE W/ w 6063 QUA 3.023, BLZF _ 'Se USE W/ HV DE & 6063-T6 ALLOY AND TEMPER HV CORNER CE ONLY. ONLY. RAURED FOR USE W/ Fiv BLADE 1 ONLY 250'C.D. 2.874' 6063-T6 ALLAN[ Ila* 1.756' .922' PLASTIC NERD 6 4.045' _ MOLD 2.479' 1.753' SCREW 6 36O'AFTER RIVETING I IeA-20 3/4" BEFORE RIVETING S.S. THUMBSCREW I/A"0-20 RMNUT* *SERIES 9444 ALUMINUM(2024-73 ALLOY)LAFWE nANGE THIN LiFRONT ELEVATION .822' SHEET NUTSM.PART f 0820,AS MANUFACTURED SY AVDDL PLAN Ny MALE "T" LO 4-56W I m CHOW TO(TORN,PARSIPPDIY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTFRMATE QUALIFIED FOR BLADE 1 ONLY H FEMALE "r LOCK C IM-ALTERNAMEW /No TEMPER 6463-T6ALLOY ANO ENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIED FOR USE W/W BLADE QUALIFIED FOR USE QUALIFIED FOR USE F,063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE(D ONLY. BLADE(j)ONLY. 1'917 1.9 T 3.161 .0 3 D .214- �0163 _THUMEITURN CYLINDER OR .214" KEY CYLINDER .545' ;o Men,M114. !6 MD-CENTERMATE W1 NO LOCKING ROD HD CENTERM W/ LO ..4 1 .125 M... QUALIFIED FOR USE W/ W BLADE Q)& UA QUAUFTED FOR USE W/ HIV BLADE 7&-IA, is S 0 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HLLENTERIJATE,� 804' —VARIES. 12'MIN. ��E I & QUALIFIED FOR USE IN HV BLADE I & 0-20 3 wo-ts 6063-T6 1EY THUM ;4 (SEE ±1/2- UMEITURN CYLINDER 115' go OR KEY .57 Min CYJNDM 1.78,M­ LOCKING ROD A A 1/4'0 ED M2Z ":7 21. THU. *V.N OR K LADE(D HD LOCK UALIFIEO FOR USE W/ HV B 6063-T6 ALLOY AND TEMPER (g HV ACETAL 20 AISI 304 13Y RECENT HARDWARE MORTISE LOCKS SERIES 233.)HOOK BOLT LOCK. 45 INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS SERIES-S.S. THUMBSC OUALJFIED FOR USE W/ 14V BLADE 7O& g) INSTALLATION AT TRACKS FOR PROPER EMBEDME QUALIFIED FQ E(D FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone: H�WV!!M1q)JV BLADE QUALIFIED FOR USE W/ Ik. I ............. 2015 EASTERN METAL SUPPLY,INC. BERTHA H A,S,S,A. Accordion Shutter System KV.RAX#1 W/OR W/o KV.WNDow aADE Shutter Systems DATE PRAWN EM. M.L TILLIT TESTING & ENGINEERING COMPANY EV.IR DESCIIIPTION Association, Inc I OLD 11-192 DAWD 4/13/15 6355 N.W.361h.St,Sts.-�S.MRMA GA ENS.FLOFWA 3316C Phone:(305)871-I530.Fox 1(305)871-1531 4268 Westroads Drive 2 West Palm Beach, R_ 33407 3 com DRAWING No 09-0008719 — WALTER A.TILUT Jr.P.F. 4 15-085 P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.1 44167 _5 SHEET 6 3 F 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 9 41 3/8.0 12' I . PCE , O 40 3 TOB62. E 1(I .1875' ® HV BLADE 1A W WINDOW BLADE 0625' R��M y .0625 .0625' i _ ® HV LONG RECESSED NYLON BUSHING. ;4zo� III n KNUCKLE 0 OPENGV .0625 1 00625' Y ® HV SHORT RECESSED NYLON BUSHING mP) . o 1 I R1.7 X11.' HV NYLON HAT WASHER O OR ® N FLAT Po R1 ON HV WHEEL CARRIAGE AISI 302-303 SERIES I I Na 40 44 �/rz.750.870"x3/16' THICK NYLON WHEEL I I N 2 7/8'MIN. NV WINDOW 315"0 CLEAR .0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION BETWEEN .0625• ,0625' ® HV 1 3/4" ACCORDION PIN W/ 8 HEAD * EXTERIOR OPENINGS IN 5 3TER sFCDDN,.- I a o ON C TERS•.•.• .7500' ® W 2 3/4• ACCORDION PIN W/ #8 HEAD * 41 �a7¢•@ I•� 2 1/a' "'F O FlD"n0N ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I _ I I BETWEENTYPICAL HV WINDOW BLADE � AND POLYCARBONATE HV WINDOW DETAIL OOR ® 4 or ®3 N.T.S. 3 `(SEE NOTE FOR kEOUIREMENFTS) I OOR ® ! *POLYCARBONATE IMPACT RESISTANT HV WINDOW I ! BAYER MAKROLON 3103 POLYCARBONATE * Y I RESINS, UV—STABILIZED GRADE OR SABIC 1T0 BILADE M INNOVATIVE PLASTIC LEXAN 103 RESIN 6 i I ! (SEE NOTE "F" ON SHEET 19). � I OOR ® ! I ! o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR NLL i i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1(� OR ® ! POLYCARBONATE SOURCES FOR 44 HV ® BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APPILCABLE IST TYPICAL PRODERDES STiNA MRD Das1 N.T.S. '14V PIN®2 OR®AT PURIM= (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT EXTERIOR a•'"""m m"m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324• BLADE'S KN*C FFOR ��� ASW m92 D.Oq 1e/i� O.N3 m/u,• SHEET 7. BLADE WHEN CORRESPONDING TO INSTALLATION "11", (SEE NOTE OR uFwM REQUIREMENTS) mmis rmn srts+cm Mem Dare s.�D.a.l. sSoo D.a.l. ®OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O i FU s'RQ M AT °D ASM D790 12.000 D..J. 13•� Pal (3) HV PIN i i 'I' RE]O1R/L MODILUS ASM 0790 340.000 D•.l. 3M5,000 D.aJ. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a� ! 11EAM, i ( NOTCHED ISD ASM mss 6 yr-row 17 SHEET QO I ' ! nDF _ __cN__•_. • HEEL CARRIAGE DETAIL shoo 0°'9 ASTM D' 472 x N.s s MAX WHSSEMBLY LAYOUT RATE OF DURrM.c ASM 0635 C-1 CLASS c-1 CLASS N.T.S. N.T.S. SELF 0.i1RIQ1 ASN DIM 1N0 T am > Arn G166 TFN51I£SIRDSGM AFRN MF EKING ASM Q16 9]02 D.a I. 6640-1 (11� HV BLADE SOLID & �lA HV WINDOW BLADE DETAILSTM�STRESS BEFORE G36 6,6,° 66pD°-. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\\`\%,SR A. jj`'��,,, ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM L E C O N A.S.S.A. Accordion Shutter System H v BLADE#1 w/OR w/o KV.WINDOW BLADE if r c American Shutter Systems IEV.Ik DESCRIPTION DATE DRAWN BY. ML PWT TESTING & ENGINEERING COMPANY ATE OF r*� d1S5 X.M.]6A St.St.305.VIRGINIA GARDENS.FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 7T—E--4T1--3/15 �'• Ph ane:(305)871-1530.F.:(305)871-1531 4268 Westroods Drive 2 e-mal:GTtemOaol.eom West Palm Beach, FL 33407 ] DRAWING No .........RIDP ..'t��M�.`� EB-0006719 g 'AA /O Cg \\\\ WALTER A.TILUT J,P.F 4 S�OC7S /,,, NAL L" t\.\ FLORIDA uc.p 44167 s .SHEET P.E. S`�kL'�61LS1��URE/DATE 6 4 OF 20 ®•®® (((®��� © *NOTES ON HV LOCKS AND CENTERMATES: A 6 c o ®® tl N s T u ® �®•�°R® 1 MANDATORY CONDITION i1:ONE FIV LOCK II&or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHIJTTfft SPAN FOR SPANS UP TO 105.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or�' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 16® LOC OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CEI4TEF2MATE5 OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �8 xve 3. x - p II /2 IS USED W/TWO H.V_ LOCKS): LOCKING RODS ARE NOT REQUIRED AT�IURRICANE POSITION, BUT MAY 4oa 55 6Orri0 on 4 °"® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE LOCKING RODS i(�l OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSRION (NON HURRICANE POSITION). 4. MANDATORY CONDITION h ONE HV LOCK 0 ®SHe1 L BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. W LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, IF ATTACHED TO f CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONC FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP& BOTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xlIu�c-yxve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. II v o 1h�A 5. ° @;5 39 • ONE ALTERNATE HV LOCK MAY BE USED M LJEU OF HV LOCK or FOR ANY SPAN AND I _ g= oQY� INST TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT g8 p Z OF 1/4.0-20x3/4'S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. x 61, S r^'0 ;� RINNUT AS SHOWN ON SECTION FIVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO p' LOCKS AT 1/3 OF SHUTTER SPAN. ` ® 6. `•Ay6',TORY CONDITION J3 FOR KEYSTONE MOUNTING INSTALLATIONS ONE W LOCK 0 or®or 0 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 B6',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or TO or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ SEE EDD OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON 19 T�YP.1FOULL It *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER MANDATORY CONDITION All VALID ONLY FOR Hy IT-LgCK AND 1. op coasmTEE; CENTERMATE , ONE ALTERNATE W'f'LOCK(ice( MAY BE INSTALLED IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND I ALLATION AT ANY ELEVATION.ALTERNATE LOCK 0 Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND 0 W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/B'0 x 3/32' O O+© O O ® WINGNUT OR W/1/4.0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 06 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. ®+®rn�•Qrn�s��rnt©+® *NOT S 0 D LOCKS & CENT TES: 1,ttQ . ONE ALTERNATE HD LOCK(S� MAYBE I1SED IN UEU OF TYPICALn HV BLADE SHUTTER ELEVATION W LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3 68 x 3/8'F.H. SS.MS.,AND INCLUDES N.T.S. REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS NDB-HVB AND HDC-M.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING COD (Mon High elocity Hurricane one A,rz(�/T�'i'' ©2015 EASTERN METAL SUPPLY,INC. \CENSF':`19=,, BERTHA HVTM Accordion Shutter System A■&S■A■ Itv RACE#1 w/OR w/o H.v.WtrrooN aADE American Shutter Systems DESCRIPTION DATE DRAWN BY. M.L. ` TIWT TESTING do ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 b' STATE OF a 6355 N.W.aha.SL,Sa.W5.Vwca1A GkMXNS.RDWA an �T�'•. {�.., Ph—:(305)871-15,30.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No CO��•. Rla''.•��`\` o-m®tilt-o0aal.com West Palm Beach, FL 33407 3 15-085 �w"';' ION AL EN p```� WALTER A TLLIr Jr.RE 6719 4 7JI FLORIDA UC.®44167 5 SHEET P.E. SEACsGtd} URE/DATE 6 5 OF 20 ONCRETE ANCHORS POUREU CONCRETE POUREDOR CONCRETE BLOCK (SEE,SCHEDULE ON REQUIRED 1/4.0-20x3/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORSMACHINE SCREWS CONC REQUIRED FOR (SEE SCHEDULE ON W/1/4—20 REOUI 1718 CONCRETE ANCHORS (J�a.YS,ONE(SFE 110u M@ON SHEET n SHEET 13) NllfS A 12'O.C. (SEE SCHEDULE ON SHEET ) 1. 1• . Min. 1/4 0-20x3/4•S.S. 14 E0 Q A(AC 12 OR HINE SCREWS EG O USING 1/4"-20 NUTS 0 12'O.C. 3 OR 5 13 °R Q D* .2 Max. -- D II ii� E I ii .D.• 11 OPTIONAL i I i i I I I ^--NAL 1 I I lRL SEPWWOxH I I ' maws(SFE I I II 1 1 OR i EXISTING i MIN.SEPARATION TO GLASS aN sEtT 18 FOR I , I GLASS�(SEE SCHEDULE ON SHEEP 11) IXISTING 9ii+E5m69 i MIN.SEPARATION TO GLASS 1 GLASSY JL -(SEE SCHEDULE ON SHEET 11) IXLSRNC I I I GLs--1 ©HV WALL HEADER INSTALLATION }jV WA ADE 0 B� HV WALL HEADER INSTALLATION + KEYSTONE 1 MIN.SEPARATION TO GLASS ON SW 19 F31 NG 1 (SEE SCHEDULE ON SHEET 11) 1 GyUT{ m I 1 i I I OR ®♦ MIN.SEPARATION TO GLASS I I 1 DLIS11N5_' 150ED I I I i`(SEE SCHEDULE ON SHEET 11) Bsafc LD:p �I s I DUSTING OPTIONAL ii 1'.1 GLASS--I p• I FEEJ. 11/4• E * Maz. 1/4"Max.aPnoHu D. ___ 1 t/ ---- 12 OR 14� -- -- 1/4"P-20x3/4'S.S. M--- EO 0 PHIWPS TRUSS HEAD 1/4"0-20xD M S.S. SCREWS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HFJ+O MACHINE SCREWS CONCRETE ANCHORS @0,@ OR 18 1' 1/4•-20 NUTS a 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. (SEE SCHEDULE ON EET 13) Min. POURED CC 4CRErE SHEET 13) POURED NCR(TE OR CONCRETE BLOCK GR CONC BLACKLCRETE ANCHORS REQUIRED WALL REOUIR O S T 0 (SEE SCHEDULE ON (j HV WALL SILL INSTALLATION IV POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION IFF FOR COMSINATION OF SEGRaNC INSTALLATION`' DETAILS W.1 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE F:%..—.NSS OF USE FOR H Y B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) E to ON H ET 19 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. 1111111111 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ```���`R ,••��C�Axx�, ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L E C O INC. A.S■S■A■ Accordion Shutter System Kv.aJIDE#1 w/OR w/o KV.WINDOW MADE American Shutter Systems DESCRIPTION DATE DRAWN BY: M.L. TIU1 TESTING $ ENGINEERING COIAPANY S AT OF 8333 N.W.361,SL.Ste.303.VMGM GNMENS.FLOROA 331 Association. Inc. 1 OLD 11-192 4/13/15 Dare 4/13 15 Phone (305)871-1530.Fax 4268 Westroads Drive z (305)871-1571 DRAWING No %��F '• `�: a-mm1:Ultecaaaa.oam West Palm Beach, FL 33407 3 s`S/ONALE000 WALTER A TLUT Jr.P.E.6719 s 15-085 'W�pF�I 1111117x` FLORIDA Ue.f 41187 5 SHEET P.E. SEALJS�I�NATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS i Litt sPNA1KN I I I ) OR ®, i ( ' m "+ CONCRETE (SEE SCHEDULE ON SHEET 13) i 4 �( IXISTING i LlsE D mass ON REQUIRED EDGE OF 11 FOR BLADE 040 G(�S� eL ylp•� ' SHEET it) ' SLAB I aw sw is FOR ' TD GLASS ' y APPLICABLEIXISnNC ' "A"SO& v I—(sx sauwe aN saxT tp GLASS i ALTERNATE i i I' i i i i i EXISTING r11D..1 ANCHOR i GUS ttON '10x3/4"HIX WASHER HEAD i t t3 OR 1$ 3/e N81. TIX SCREWS 0 12'O.C. EDGE OF CONCRETE ANCHORS SLAB IF (SEE SCHEDULE ON SHEET 13) PPPUCADIEGE OF FJ(ISTING ' I i 1t IF GIISS—I GESLAB.�F—J i 1/2 1 EOOE of APPIJCASLE SLP�+P/a10T APPUCABLE ,Q• 'O' APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS als (SEE CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEET 14) 1_11:=NroR ®T PoI REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ON Si r 19 FUR 1 OR ® CONCRETE w(DA© REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION `VD ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t T HV WALK-OVER INSTALLATION_ DESIGNSCHEDUER S USH �n�G&FOR SPANS PER © HV CEILING INSTALLATION OOSRNC MN.SFPANIUN i CONCRETE ANCHORS 4YlSS —L�O� ' '�'snAr�aiot r 1A (SEE SCHEDULE ON I W aAs, O 1/4"0 ffc am TAPNN N/ 1 SHEET 15) a,,014283 THRDDFXat ami scup ' I I EXISTING ; �-�(st[snanulc ax t q ' TQ]CWLOLY OR /4 POWERS EXISTING— EXISTING-- GSo,.GLFASrENE S TAPPER+ARMORS W/ I MAX. GLASS O mwO /' aEFENLT 0 sGLASS o.C. FUR UP To e'-0'SPAN AND 1 1 4"O.C.FOR SPANS LARGO THAN 1.1 D i LR Aa"-,O'MAx APPLr 1/4' 1 SEALANT AT EW CI FASIENE7 HFOD MAX. (TYP.)(SEE NDIE XOR oN stnET 11 �— 1/2' W i 1 lvvp t ' #1 Dx3/4"HIX E. 4 uMmnolls 318' MAX. $ 3 OR )$ I' s WASHER HEAD CONT.SEALANT ' t uw. ' TEK SCREWS 1 MCO..R. #14x3/4' HIX HEAD I 1 6 t t : :( �''� 57/4Y-2p 7/4'5S NS TIX SCREWS 0 9"O.C. #14x3/4'S.D.SUSNGt/a' 2OOR 1/4'0-20 5.5. M.S. i CONCRETE ANCHORS 6 t O 0 9'O.C. -_ _ Max. .4 Y//NUT M 9'O.C. (SFE SCHEDULE ON � 0 11"O.C. aOSI1NG NON SIRUCNRAL ____ ______ 17-)81/21ALLTRrN(DECORATIVE EDGE OF �7 R 18 '..1'. E.D, �.' .M.S.D.S. .1 7/8' 1 7/8AP UP CABI LECONCRETE ANCHORS ' - �rANCiiEfESEE NOTE 13(b) _>D POURED (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) p, OR CONCRETE BLOCK SHEET 14) ORU POURED BLOCK ON SHEET 1 REQUIRED REQUIRED QM KEYSTONE MOUNTING INSTALLATION a-novAL POURED �K HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MNONUM A.SD.DESIGN PRESSURE:+64.-72 wT CONCRETE MAXNIUM SHUTTER SPAN 8'-0' REQUIRED QJ HV RAINGUARD INSTALLATION t Nom: OTE FOR COMBINATION OF SECTIONS: + t RT8JACENT 1OVABLE WHEN ERFORTO AN OPERABLEMED THIS INSTALLATION SHALL 13E N_ E.D.=EDGE D15TANCE AL7EXIT SEE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEL7 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W f O HV B LA D E ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane one A; �GIJ'AAA/�� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM \GENs '- A S S A Accordion Shutter System TTIL E C O i.c. MV. MADE#1 Wi OR W10 RV.WMOW BLADE 22 American Shutter Systems EV_Ift DESCRIPTION DATE DRAWN BLv: M.L. a'• STATE DF ;�` TILIJT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 0/13/15 6355 N.W.3sn sl se.3m,MRGWA riRODs.FtowA�t 4268 Westroads Drive 2 Pb ne:(305)871-1530.Fax:(305)871-1531 DRAWING No ` e- 1:tiltEB-�eco019— West Palm Beach, FL 33407 3 15-085 AAAiA S/ONAlE���``` WALTER A.TLLrr JT.P. FLORIDA P.E. ;N08I�NA�fTURE/DATE FLORIDA Ua.#00187 6 SH7�OF 20 SEE END WALL CON SEE NOTES ON LOCKING RODS®.HV LOCKS(D or 2® ON 5. our 9D IN r INSTALLATIONS W/ 1 HV **AND ALTERNATE SLACK DETAIL HVF IISVAUD FOR ALL IXISTING GLASS BLADE W HV CENTERMATES CENTERWATES APPLICATION WITH 6LAVEo OR 23 SEE END WALL CONNECTION 10«n.n.s. IX15TING GLASS 3 1/4• 7' 6 1/2• 7• (6063-76 ALLOY)ALUM. I ®+® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2' « ANCHORS TO CONCRETE I CENTERMATES CENTERMATES MIN. SEPARATION (TOP/80TTOM)h I ftOx3/4'S.N.S.® 12• W/ HV LOCKK 01• TO GLASS (4)/10x1/z"SMS.To TU eE I O.C.FULL IENGHT. W/ HVHW! LOCK or (SEE SCHEDULE AT FACH ANGLE(IYP) Z * Z ON SHEET „) 5 ® °° * 35* I N J 12 oA + nono 2• -- ® 0000 OUT o � HVC HVA O 2 HVB Qon®on©'OoR®-1®0R POURED CONCRETEOR AL 10`@-o-@0i@.@-- rf](ISfING CLASS REOUCONCRED BLOCK WALL IST1Nc 5 t®°"�'®°'®'©°' SYMMETRICAL * I N 6 7 °" 6 ' 7 MIN.SEPARATION _ GLASS 1 �'O'© � O+®°� �------ cLsss �EXSTIN CENTERMATES 6 ©.©��+®�®+�7 TO cuss 1J W/ HV LOCK �* OPTIONAL (SEE SHEESCHET 11) OR®+® —�'� (INTEWOR) �*©oR�*� ON SHEET 11) * Z MIN.SEPARATION IN OPTIONAL 3 �®+®- TO CH (SEE SCHEDULE (INTERIOR) —_—_ _---_—_ —_---_---_ ON SHE 11) OUT _ CONCRETE _ ANCHORS 1 1 I O 16'O.C. z --�----- --- - * G ®m VARIES OUT 6 1/2'MAX.SUCK o UT (EXTERIOR) H V E HV F** HVD FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A Accordion Shutter System S SA . x t L ECO N C. ■ . ■ H.V.RADE#1 W/OR W/O H.V.WINDOW aADE American Shutter Systems EY. � DRpnon DATE DRAWN BY. N.L. TICCIT TESTING & ENGINEERING COMPANY o'• 639 N.W.361.SL.St.305,MRGINIA GARDENS FLOROA 331 Association. Inc. , OLD 11-1sz 4/13/15 DATE: a/1a/,s 4268 Westroods Drive z b Z Phone:(305)871-1630.Fax:(505)871-1531 DRAWING No e-ma®4Oc6O19.wm West Palm Beach, FL 33407 3 915-085 .........����� WALTER A TILUT Jr.P.E. 4 L� ��`� FLORIDA U..f 44167 s SHEET P.E. /��hA E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FE ALE "T" L C S CENTERMA S 8 & LOCKERS-at WL M HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION n HV BLADE OUT IN V?�EmTNc aaR BLADE(j)9"DEML HVF.NMATFD ON shm e, W/ HD CENTERMATES r� AS WELL AS UNTVERSAL FLOA7Mc etAOE®DE�aL HDo-HVD. ®u©•O7 aVm 10•®" uHsIruunf>NDVA HM SHOMT ''L1mH,° MAIIS ON SHEETS 10 hB I ©•O•®-©•O•®- Sc AL10'()ALUY. a!(iE f/(Y)t/�•1i. a • --------------- --------- _- �- ) NN31M5 10 ca+"G" ' e/a' i (OP,aua.) 4* (ORTH)AU -( eL-_--_--_____------n---------------- ----------- H)/fo„Vz�P i l,o.s/a•sus o tz• Ar FAOI ANGIE OYP) IN (4)FLV. IN (4)H.V. ,MA noN 'ac FTAL L.DxSTr. 30*HV T" O PINS(TYP.) _ 7 3/4• PINS(TYP.) 5 5 0l 3 LOCK (INSIDE) ' w s>cT +) 1 --- —-—-—-—-—-—-— ,/4• 5 1 28 43 29 1 1 1 5 3 OUT 31 oR 32 K © 31 OR 32 31 aR 3 35 31 oR 2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OFHONW *SEE NOTE 6 FOR HY LOCK® W/ 7/8"0 x 3/32" WINGNUT. (oPnom)HDB-HVB OUT HDC-HVC •T'LOCK.ON SHEET s. * SYMMETRICAL HD CENTERMATES ©O HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ 3�= LOCK (EXTERIOR) J a LOCK (INTERIOR) t S ES 9A44 ALUYINMA HVG* (2026-73 ALLOY)LARGE FLANGE n1 ®a®aa©•OO a® 10•®' SHEET NUIgNG 10 PART 10820. •®"i©`0-©•®a AS MANUFACTURED BY AVDEL CHUM TIXTORN,PARSIPPENY.NEW JERSEY ©•O7 .©®©•O7 •®v 07054 OR EQUAL. •®an©.®a©.®at e•®�® ®�® ®®©'® 3 Q *SFE=Es ON LOCWNG R=(g.800 LO w 9w 5 Z:T 1 �`�`uwvaex FLRAT6C BLADE©OEV2 NOD-H.D S vMn TOR ALL C04ER—S APFUQX S NM MAGE0 HDD—Hs; FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``",,�,��R A:nit/T J,, m 2BERTHASUPPLY, INC. Accordion Shutter System FLY.BADE#1 W/OR W/O FLV.WINDOW BADE ��lJ�'*� American Shutter Systems DMFUTION DATE DRAWN Br: M.L. a' TATE OF ;4� TIWT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 .p-- N.w.3dh.St.St.=.V,RGM GARDENS.ROHpA 3316 Phone :(305)B71-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No y�'�CS,SG\� ­­n:siteon 1— West Palm Beach, FL 33407 3 "'k, /ONAO: ��`` WALTER A Te1R JT.P.E. 4 15-085 /AA4 11 N"A FLORIDA LJc.144167 5 SHEET P.E. SEbLf�`}�R�ATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALLBLOCK WALL REQUIRED BLOCK WALL.REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS Tr -(7 _� 2'MIN NG GLASS ® 16'O.C. _r_ MIN.SEPARATION i — +• 7 2"MIN. I TO GLASS(SEF I MIN.SEPARATION SCHEDULE ON SHEET TSD(IXS(� MN.S�PN(SEE ALMON EQ EQ TO CLASS(SEE 11 FOR MADE OAND SCHEDULE ON STET i TO ULE O(SSE SCHEI)LE ON STET 1/16-x3•MAX. ON SHEET 19 FOR 11 RUR MADE(DAND S1 FOR ON SHEET I AND 11 FOR MODE OAND (6063-T6)CONT. MADE50&® CN SHEET 19 FOR 1/2' I HON SHEET FOR (LOCATE AT I �MADEsm Qat PSHEET 19 FOR ULE(LOOSERCATE 1/2 / \ aeDEs O& T—� EiADE50& EITHER SIDE AT EITHER SIDE MIN \ I OF SO) OFO)) 1/2'MIN. I (A USE U B 2-MAX. 810x1/2-S.M.S. _—_-- (AS APPUCABLE)xz•x1/9'zD'-z' 1 _---- ALUMINUM CUP ANGLE 810x1/2•S.M.S. XR & ® 16.O.C. \ (6063-T6 ALLOY)AT MIOHEIGHr 16'O.C. 4 (1) 81ox1/2•S.M.S.TO@&(2)1/4'0 TAPOONS ANCHORS TOSEE DETAIL X FO WALL AT 1' O.C. (LOCATE AT SIDE CONNECTIONI OR OTHER SIDE OF(D I OR5 SEE DETAIL X FOR I OR TO TRACKS � SEE DETAIL X FO 4 SIDE CONNECTION ®m'L/" 7Qa 8 0•®"' SDE CONNECTION '®"'©• TOED 10•®� a®o-6. 7 8 10•®� TO TRACKS a a 6 7 a 8 10•®"' 10 TO TRACKS 10 ®',L9'e.�'®'"lJ'®v ®'®°"©'®o®'®"' ®'®uA�.®v1®•®°'�.® Q•®a®•®ai®•®�l'.7''C7 END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL 01 END CONNECTION DETAIL + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 �IXISDNG GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED __—— ^( -7i __—____ MIN SEPAPATILN TO CLASS(SEE MIN SEPARATION Y y------SCHEDULE ON ------- _ Fi OR®OR@OR 1 ELADE�D1/2'MIN. TO ULEOa ASSN SHEET (SE£ ___ -___ ON SHEET 19 FUR 11 FOR D ®_ ------ ------ 1 OR OR 1 OR I MAEFS�&(P) ON SiEET 19 FOR CONCRETE S BLADES m&(!� _____ _ OR(g ANCHOR _( 16• 1/2'MIN. -- 4 D.C. ` _—_ __ _ _/2-_MIN. _ _—_ EO 6 OR®OR�OR 2'MIN. 2•NIN. ♦ SEE UMRATIONS OF USE FOR VIEW y BLADE®ON SHEEP 19 @ORQOR�OR�OR� VIEW Y &OR _ �OR ® PLAN D AILPOURED CONCRETE OR ®�©•Op© +D•®� ,D.®v®.�®.©m END INSTALLATION CONCRETE BLOCK WALL •m 6 6 7 REQUIRED ©•O•©�©•O•®� 00•®�O.O ®� nHV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 500•®�® ®a®®'®® END CONNECTION DETAIL© ap® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone t•�`�EP A:TI(qo ©2015 EASTERN METAL SUPPLY,INC. ��= BERTHA HVTM \CEN ■ Accordion Shutter System A■S■S■A Itv.aaoE#1 w/OR w/o H.v.WINDUN RADE Shutter System. DESCRIPTION DATE DRAWN BY. M.L TILUT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF .'C` 8355 N.W.38M.M.Ste.305,VIRO M GARDEN.FLORMA 331 it, 4268 Westroods Drive 2 '9 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No -''. West Palm Beach, FL 33407 3 EB-OONps/ONAL��G� WALTER A719r.PE 4 15-085 FLORIDA Uc.0 44167 5 SHEET P.E. �4'INj+ l+A1TURE/DATE 6 10 OF 20 H QUILE Al SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" (]MUM SHUTTER SPAN*"L+" INcrtilenGN LEGEND " NOTES: (ft.). FOUR INSTALLATIONS®/$)1t1M�IS'�1• OR 'L-` (ft.) FOR R "L-" (ft.) INSTALLATIONS & or( or(� INSTALLATIONS W/ W CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or or & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPM! FOR A GIVEN NEGATIVE CELOERMATES NO ®W/ ONE HV '7" E NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C, D. E. M, N, 0, P, 0, A.S.D.DESIGN PRESSURE RATING. LOCK W/TWO LOCKING RODS®TOP & (SEE NOTES t.it)® ODS MOUNTING F. K & L R. S, & V. ® (NOLO FOR MOUNNNG 01 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tF n SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M MAXD" wrnw uA1DMUN GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ti DEEM ASD.DESIGN A.S.D.DERON INSTALLATIONS DETERMINE MAXIMUM SPM! 'L+•FROM SCHEDULE. P� WALL MOUNTING FLOOR CEIUNG PRESSURE WAIL MOUNTING PIbSSLRE wNmc / RkmG & RATa1D Fl.00R/cOUNc NWMINc OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (n sr) MOUNTING I. t��.)) BOOR/CDUNG NOUNRNG ((v�'�) ��R/wALL MWNDNG DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L 4 (ft) L-(It) L 4 (tQ L-(N L 4 (ft) L-(ft) L 4 (ft) L-(ft) d MAXIMUM SHUTfFR SPAN "L+"OR 'L FOR 30 OR LES 16'-0• 16'-0" 16'-0` i6'-0' 30 i6'-0' 16'-0' 30 16'-O" 16•-0" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN Z+"AND 1-°. 35 14'-10• 14'-10• 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15-2' 16'-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 15-1' 13'-1' 45 13'-4" 14'-3' t HV CORNER CENTERMATE S3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12•-8' 13'-7' S0 12'-5' 12'-5' S0 12'-3• 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 1-1 12,-1" 12'-11' 11'_LO" - 55 11'-1' 11'-11" SHALL DE AS INDICATED ON MANDATORY CONDITION �2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11•-4' IV-7" 1T-4' -�60- 11'-4' 11'-4 - 60 10'-2' 10'-11" NOTE�5, SHEET 5. RATING: 0-0" 11'-1` 11-11 65 9'-5" 10'-1' DETERMINE:. _ Lr+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9' 11'-5' 70 10'-6' 10'-6" 70 8'-9 9-4' L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 1a'-i' 10'-4' 11'-1• 75 10'-1' 10'-1• 75 - d'-9' t'•t EXCEPT THAT MAXIMUM SHUTTER SPAN-L+•OR INSTALLATIONS. 80 9'-10' 9'-10' 10'-0' 10'-9 80 9"-10` 9'-to' "L-"AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-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 UNITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li— MAIL SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9' W-2" 9'-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 MOON SHEET 7. INSTALLATIONS. 105 Ll+' 8'-7' 7-11' 8'-9" 9'-4' 105 B'-7' 7'-it" 110 8'-4• 7'-7" 8'-7• 9'-2" 110 8'-4" 7'-7' MINIMUM BETWEEN 'Lt+'FINAL MAXIMUM PLL ."Lz+ "L+SPAN IS EQUAL AND 'Lz-• TO THE 115 8'-2' 7'-3" 8'-4" 8'-11' 115 8•-2' 7-3" SEPARATION TO GLASS SCHEDULE 120 8'-D" 6'-11" 8'-2" d'-9" 120 8'-O" 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'_10" 6'-8' 8'-0" d'-5" 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5' 7'-10' e'-1" 130 7-8" 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPAGNG. 135 7'-7' 6'-2" 7'-9" 7'-9' 135 7'-7" 6'-2' 140 7-5" 5•-11" 7-7' 7-6 140 r-5 s-„• ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7'-3" s•-s• TO GLASS 150 7'-2" 5-7" -77-4 7'-0" 150 7'-2' 5'-7' 155 7-0" s-5• 7'-2" 6'-9' 155 7-0' 5'-s" 1 THRU 3 1" 160 6'-11' 5'-2" 7'-1' 6'-7• 160 6-11' 5'-2" 165 6'-10• 5-1" 7-0' 6'-4' 165 6'-10' 5'-1" . 170 6'-9' 4'-11' 6'-11' 6'-2' 170 6'-9" 4'-11• 175 6'-7" 4'-9• 6'-9' 6'-0' 175 6'-7' 4'-9" 180 6•-6" 4'-B• 6'-8" 5'-10" 180 8'-6' 4'-8" 185 6'-5' V-6' 6'-T 5'-8' 185 6'-5" 4'-6' H V B LA D E 6' • 190 6'-4" -5' -6 5'-6' 190 6'-4" 4-5" 4'-3' 6 6'-4' 5'-3" 200 6•-2" '-2" 6'-3" 5-1' 205 6•-,• 4•-,• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S■A■ Accordion Shutter System -- _ KV.BADE#1 W/OR W/O H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $1TStem9 Ly, DtscnwnON DATE DRAWN BY:mkw.LG. Association, Inc. 1 oLo t1-t9z 4/13/15 DATE-- 4/13/15 s * _ 63SS N.W.36th.St.,See.xs.VRONIA WDM.FLORIDA 3316k 4268 Westrcads Drive 2 Phone:(305)971-1530.Fa::(305)871-1531 DRAWING No '•,—�U�= c-ma®blteco a Isom West Palm Beach, FL 33407 i-0006719 15-085 O,X�c•, CORS...........•��� WALTER A 1 WT Jr.P.E. g SHEET �♦StFi,`S �►�IG WE/DATE FLOR64 ua 9 a1,s7 s 11 OF 20 :.1.: :.«..•:: 7 : .a� a•: ua. . lua: ., . . :Ili �:3-T- : :t. :.• .•::a..•.C lz .,,• ?I IlMll n- •: •;•. :all •: «•,. .:al .- 1.0 ©ommmmm000mmoIMmmommmmomommmmmmmmmmmmoammm mm000000 mmmnvvon mmmoovvo mmm00000 mmm000vm o000000m ®mmoonoommmn0000mmmmvoovommm00000mmmnv0000nnn0000 }m®0000000®mOODOOmmQ]000FOoom13... mIDm0O0000000000� �mmmou000mmmvv000mmmvouvommmnoommmmmoovmm00000®®oi mmmoonnnm®m®moonpoommmvoovommm000mommm000noo m®im DODOm®000[1000®mO00Om®mOOOOO®mim0000p0p000po .® 0®WOpOD®np 0®m00O0m m®000000 0®000000 0®i]DOOOm OOED mo NEE 0000O®mm00OOm 0mm0O00o m®m�O0v0 mmmOOmOO 000nommm ®mm00"En" Hill mm000O®D0®mE1000d�mmmOmmm00000®mm000mm®®O mmmommommmonv®ommmoonoommmovvmmmmmvv0000000000m mm�0000000®mvonoom®m0000®0mmn©evommmonm000noonomo �mmm00000m®mvo�oommm00000mmo�i00000mmoovv0000m®o©m mmmn®mmommm©ovmmmmmoovommmmmmmmmmmmommmo�0000�o�mio tnmmom�mommmonommmmmv000emmmnmmrammmmmvmvmon000©de 00000©mmmmmoo®mmmmmonommmmommmmmmmom®momonom®mom ®mNO m o©000mmm000000mmoonoemm�00000m�m®vvononPm�000 `�" 'D '• ®m®000000 m®m0®000 m[MIMIM03131 9315HIRE En us in mon000 0®©oo®OOO m®OmmooO OOOm®000 mmmommmmmmmn m mmmoommmmmmmom�ammm®mmmmonomm®moo „ a�mm©mmmmmmmo�moPommmvovmm ommmoommmm©om00000nm�o mm®vmmmommmo©mmmmmmvommmo�nmmmmmm�o®ommmnoo®0000 mmom© mgmics 0000000©ommmmmovommmmmmmmmom ® common®00000 ®m®moovvo�m0000MINWHOSO M0ionno©mumu mm®mmmmiimm0omOmO mmmmmmmm mOmmmOmO m�®00000 00®®©OOO �mmmmmo�oa�0oommmmommmmommmmmommmmmmmmmmmmmonME"" n 00000 mmmmo0mmmo�oo®�m000000mm"Icsi 0000 0000 0 O mm©00000 mmmmoomo mmmm mmmmmmmmmmmmmmmommmmmmmmv®mmmmmmommmmmmmom®00000 �mmmommmmmmmmmmmom®m®mmmmmmmmmmmmmmmmmmmmmmoononmom m®OOE m0o0O m®o00000 0®Oo0v0O 3EEMENO�D0O0om0 OO®®oO00 �0®0000000®000000®movoQoo00000000mmov0i000'0000�000 � ®®000000®®0000mommvov000�oovoovoo0000vvvono©00000 ®OOv0Oa0 0Av0v000�Oo0vO00 ovOoOvoo 00000000 O0000m0o m00000m00000vovo000000vo0000000000000mvoom©00000 mfl© ®mmommmmommmmmmmommmmmommomm®mmmmvmmmmmmmommmmomm mmmmmmmmmmmmm000mmmmmmmmmmm mmmmmmmmmmo�mnnmeo mmmmmmmmmmmmmmmommmmmmmmommmmmmmomommm momomoo00 mmmmmmmo mmmmmmmo mmmmmvoo mmmmmmmm momoomoo nomoe000 ;•;. � �� . MAYnMUM ANCHOR* SPACING 60) 5HEDULE FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES IN (SEF MOUNRN65 E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POKED CONCIR13WIDONCREIIES BLOCK I POURED (A) TO EXISTING POURED CONCRETE:(Mtn.V.-3 ksl) wam QE WALL SILL MOUNTING I ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIUDEX.(W..rc-3 ks1) SPAN ANCHORS SPACING LEGEND - 1/480 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY.(Min.ec=3 W) (g) AM BE"NELAIME RIFSSU E RATM S&DESCH NECMME HEC911E WBNG DESCH 19S11ME PRESSURE WN - 1/4'0 BLUE TAP CONCRETE ANCHORS IN CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc=2 W) SD 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DLSTi16UTED BY ALL PoR41S SCREW,MOLT&SPECIALTY TAPCON WITH ADVANCED CAMi'AMY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSIQAS ASSOCIATION,INC. 14 12 10 9 0 0 6 5.5 14 12 10 9 8 8 6 6 14 12 10 B 8 0 6 8 THREADFORM TECHNOLOGY V-0' 14 12 f0 9 0 8 6 6 114112 10 9 8 0 6 6 14 12 10 9 8 B 6 6 (MTA.f'c=3 ksi) OR 14 12 10 9 fl 8 6 6 14 12 10 9 0 8 6 8 14 12 f0 9 e 8 6 5 ALL POINTS SOLIDASET BLUE TAP W/CAP NO7F5: 14 12 f0 9 8 8 6 7 14 12 10 9 8 8 6 e 14 12 f0 9 8 B 6 8 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 a 8 7 55 3.5 14 12 10. 9 8 8 B e 14 12 10 8 0 0 6 5 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 f0 9 8 8 e 8 14 12 10 9 0 B 8 8 14 12 10 9 8 B 6 55 14 12 10 9 8 8 6 4 14 12 10 9 B B 6 45 14 12 10 e _L_L 4 35 A2)MINIMUM EMBEDMENT OF 1/470 x 3/4'ALL POINTS SOLID-SFr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4S 14 12 10 9 8 8 6 65 14 12 10 9 B 8 6 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'IANC MINIMUM SHOULD STUCCO EXIST,AND 14 12 tO 9 7S 55 Js - 14 12 10 9 a 0 6 5 14 12 10 9 8 7 55 4 •SEE t>u�[Atlon9 of USE ro9 I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 B 55 14 12 10 9 8 8 6 45 BU+OE CN ON sN�T 1s 5'-0' 14 12 10 9 8 7 4 - 14 12 10 9 8 65 5 &S 14 12 10 a 65 5 35 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 14 12 10 e 8 7S 43 - 14 12 t0 9 8 B 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 72 93 75 85 a5 - - 14 12 t0 9 8 75 55 4 la 72 10 9 8 8 45 35 NOTES A7)&AZ)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUr METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 B e - 14 12 10 9 8 8 6 5 14 12 10 9 a 85 5 JS INSTALLATION INTO EFS WITH METAL SPUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 8S 7 55 4 3 14 12 B DS 55 4 3 - 14 12 10 9 8 6 - - 14 12 10 9 8 8.5 5 75 14 12 10 B5 8 5 4 - (B) 4' EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 a 6.5 55 3 - - 14 12 10 9 8 65 45 35 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCOx..3/4' L TAPCON OINTS OU ADVANCED THFEANCHORS. S DIS TECHNOLOGY ANCHORS, S MANUFACTURED BY I.T.W.BURDDL. 14 12 10 9 B e - - 14 12 10 9 8 7 S 4 14 12 10 917.515.5 4 3 - 1/4"ox•3/4'ALL POINTS SOLID-SET ANCHORS,!S DISTRIBIJTID BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 7'-p' - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. t4 12 10 a 6S t - - 14-112 9 7S 8 45 J.5 - 14 0.5 7 5.5 43 JS - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUrEO BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 70 5.5 7 4 - 14 12 10 9 75 55 4 - 14 12 9 7 7S 4S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. _ 14 11 7 55 4S - - 14 12 f0 9 7S SS 4 - 14 12 9 7 6 45 3 B'-0' 14 12 ,0 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 65 5 3.5 = NOTES: 14 72 B5 7 5.5 3 - - 14 12 8 65 55 4 3 - 25 95 6 5 4 3 B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 9s 75 e - t4 12 9.5 B 65 .9 - 14 12 B 8 6S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 95 85 5 35 - - 14 12 10 8 6S 5 - 14 12 8 6.5 5 4 - 9.-0. 14 12 10 8 B - - - 14 12 10 9 75 45 - - 14 12 8.5 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 8 4 - T4 11 T 5S 5 3S - - 11 8 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 65 4S - - 14 12 8.5 7 5.5 4 - 14 105 7 55 6 4S - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 1S&S 55 4 - - - - 14 12 9 7 6 45 - - 14 11 7 5.5 4.5 35 - 10'-a' 14 12 10 9 7.5 - - - 14 12 f0 0'6.5 5 - - 14 12 B 0 5 4 - - 9.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 t0S 7 5 3S - - - t3 s.5 6.5 5 4 3 - - tD 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - - - 14 11.5 9 6 5 4 - - 2S 95 6 5 4 4 - - NOTES EL)&B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 5 _ - 14 72 B 8.5 55 4 - 13 to 65 5 a 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SE SHEET 20. 14 12 10 - - - - - U 12 9 7 b 4.5 - - 14 105 7 55 4.S 35 - 11-O 2S 95 5 - 12 9 s a5 4 3 9 7 45 35 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5&5 15.5.4.5 .75 - - - 9.5 7 4.5 - - 14 15 7.5 8 5 - - 12 9 6 4.5 4 - _ _ (D) SE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SARONG RELATIONSHIP FOR ANCHORS. to 12 10 - - - - - 14 t2 a &5 55 - - - 73 10 6.5 5 a - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0" 15&5 4.5 - 11 8 SS 4 35 - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.1555 THAN THE INDICATED,REDUCE ANCHOR SPACING 3S 9.5 6 - - - - 13 95 65 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - 14 10.5 7 5,5 45 - - 11 B.5 55 4S 35 - REDUCED SPACING OBTAINED USING FACTOR SHALT.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 72 - - - - - - 14 115 75 6 5 - _ - 12 9 6 45 4 - - - FACTOR OS e - - - - - - 10 75 5 4 3 - - 7.5 55 4 3 - ACTUAL TAPCIDN WITH ADVANCED TIPPER + ?S BS - - - - - - 12 9 s as 4 - - - 9.5 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 1J 95 65 5 - - - - OS 75 5 4 - - - - V BLADE O DIGTANCE 7HREADFT)RM TECHNOLOGY MIN.SPACING a 6 - - - - - - 14 7.5 . SS - - - - 11 &5 5S 4.5 - ED. MIN.SPACING 3" MIN.SPACING-J" MIN.SPACING=3 1/2' MIN.SPADNG= 3" 3 3/4' 4' 14'-0' 10 7S - - - - - - 9 7 4.s S5 - - - - 7 5 35 3 - - - - 1 HV BLADE W RED CONCRETE& POURED CW7'FCTE mfuElE HDOL PoURm CONCRETE& POURED CONCRETE&POUEn mIGTE E OXFE1E BIDIX 15 8 - - - - - 11 a 15 45 - - - - 9 85 4S - - - - - V WINDOW CONCRETE BLOCK 1�M. 1/2'IBL ED.. 1/Y CO 4CRL-TE BLOCK CONCRETE BLOCK IOL EA=J 1/Y NN EA•2 1/Y TIN E0.=3' ML 938 IOL ED.•3" 7.5 - - - - - - - 12 IS - - - 95 7 4.5 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 14 _ _ _ _ _ _ _ 3b - - - 05 e s - - - - - BLADE WORKING _ - - 9 _ _ _ - - _ _ &s - - - 6.s 5 3 - - - - IN UNISON ♦ z 1/2' _ 0.71 - 0.51 1.0 10 - 0.5 - B.5 B 4 2' 0.71 - - - OSi7 _ - - _ - - 15 _ 9 65 45 _ _ _ _ _ 1 3/4' - 091 _ _ _ 0.43 - 16'-0" 4 - _ 2.5 10 7.5 5 _ _ _ _ __ _ _ _ _ _ B 6 4S 3 _ ' 0.35 - - 95 - - - e 6 t - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane "n,`% - TIC(/TA,,7j' ©2015 EASTERN METAL SUPPLY,INC. BENS J9=; BERTHA HVTM F A.S.S.A. 1 L E C O N Accordion Shutter System American Shutter Systems KV.aADE#1 W/CR W/O H.V.NINDQIV MADE Y� Y EV.N DESCRIPTION DATE DRAWN B/: M.L. STATE OF :�r�` T1l l IT TESTING . ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAIS 4/13/15 8335 N.w.36N.St.ste.3W,VQKi1MA GAROD6,nlIWM 331 Phony:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No p'•.., OR �� e-"toil:BBecoOeol.-n West Palm Beach, FL 33407EB- 11. FSIONP��x`�s, WAALTERAOUTILIta416. sHEEr085 P.E. StE'AL'0enATURE/DATE 13 OF 20 v N n O IS Fin QU) tib N N n m � s Ile N = � W• 3 ;N W D � 7 O n P ® U Z W +7� Izo i =z Owaf LLI 1m ■ E o o F- ¢ lot Sly ad + �F� . Z H N W m OW d W91 K(7 Mn solo Rig! 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A LJ B _-_E;-T F=R F= SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PIN 1/2- MIN. COX 2 W tIAAMSSINFlR}0� FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MI . G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 MAXWW SPAN(H) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&V S&V S&V LM®WAX I�60c X Dm"K HwK IA09 ar am FlwK Iwx 4� TESGI R08[HSR:vmu r� D9MI RamE 10m�HTIc TAWJ u9a I INI16(� DIDI1fWE Mac 1190 wAK FRwx Mw w Dml IFOD�C H�1rsLw+9(� DIM M1XDE FEM RQC K 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 130 40 60 5 90 05 30 40 60 75 90 05 30 40 60 75 90 05.30 40 60 75 90 05_30 40 60 75 90 05 30 40 60 75 90 05 '-0'OR 2 70 10 9 8 B 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0• 12 10 10 9 8 B 6 6 6 6 6 5.5112 10 10 9 B 8 6 6 6 8 8 5 12 10 10 9 8 7 6 6 6 6 fi 5 6 5 4 4 4 3 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 6.5 8 8 8 B 5.5 4.5 12 10 10 9 B 5 6 8 6 .5 5 4.5 12 10 10 9 6 3.5 8 B 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7,5 8'-0' 12 10 10 7.5 4.5 3 8 6 8 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 72 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 8 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 72 12 10 8 8.5 5.5 10'-0n 12 10 7.5,4 - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 70 3 - - B 6 4 .5 3 - 6 5 - - - 12 12 12 12 1.5 9.5 12 12 12 D. &5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - 6 6 4.5- - 12 10 4.5- 6 5.5 3.5- - 12 10 - - - 6 5.5 4 - 6 5 - - 12 12 12 12 10 B.5 12 72 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4S - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - 12 10 - - 6 5 3.5- - 6 5 - - - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-O' 12_ 10 - - - 6 6 - - - 12 10 - - - 6 4.5 - - - 12 7.5 -1- - - fi 14'-0' 12 10 - - 6 5.5 - - - 12 7 - .5 4.5 - - 15'-0' 12 - - - 6 - - - 12 16'-0' 12 - - - - - 6 - - - - - 12 t HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SEE U ARONS OF USE FDO BLWE ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALLBE AS FOLLOWS: 3.SUBSTRATE SWIM.CONSIST OF THE FOLLOWING: -SOMERN PINE Ne.2 W/0-6S5(N.DS) -1/4.0 TAPOON ANCHORS,AS LLAHUFACfURFD BY I.T.W.BUILL)DT W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(NAS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/G-0.43(NDS.) PXCFPT1ott SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW CERJNC SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF IAO SCREWS AS PER NOS 2012 M ECOCATWNS. 4.ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOIFICAMONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM L E C O �N�. Accordion Shutter System �'', TLv BLADE#1 w/OR w/o Kv.H1ND0W aanE Q tr TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems H DESCRIPTION DATE DRAWN BY. M.L. AA67 `sem;• /� s A1n 63%N.N.361e.St,see.305,VIRGINIA GAImrRS,FLOP"3316f Association. Inc. i OLD 11-192 4/13/15 DATE 4/13/15 --{Qm •;-fir: Plane:(305)871-1530.Fax:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No k - e-mall:6Rew9a 1- West Palm Beach, FL 33407 3 * EB-0006719 4 15-085 STATE OF Eu WALTER A TILLR Jr.P.E. �� FLORIDA U.044167 a SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (iA HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE ITED TO 105.0 paf. A.SA DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON ORA.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON TAPCON WITH ADVANCED 1/4.0 TAPCON OR THREADFORM TECHNOLOGY W/ 1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING 1 LAN SEPARATW I I 1 1 OR EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO RIBS(SEE (SEE SCHEDULE ON SHEEP 15) 1/4.0-20x3/4'SS.MACHINE SCHEDULE ON SHEET 1$ SCREWS W/ 1/4"-20 NUTS 1—11 FOR BADE®AND AI V B ON 9Of7 19 FOR I >: OR�o n ® 12"O.C. i'Min. EXISTING I DAMS(1) a s GLASS--4 z N WALL ivy ) oR 1 N ' FINISH N _ OPTIONAL _ , IXISTING MIN. l FlN6H I m r 1 OR� IXISTING MIN. ' HEADER REQUIRED --A@OR®* 1 2'x4'WOOD 1l"0 TAPCON OR TAPCON WITH ADVANCED 1 HEADER REQUIRED THREADFORM TECHNOLOGY W/1 1/2' TJOSTING 1 LAN SEPARATION I I I 1 ( I EXISTING WOODON OF HEADER.THREADED MFA TO GLASS--1 TO GIASS(S1= I 90ffDU.E ON SHEET 9 MIN.SEPARATION TO CLASS �—11 FOR 9AOE mAPID E ISG (SEE SCHEDULE ON SHEET 11 (SPE SCHEDULE ON SHEEP 15) ON SHEET 19 FOR S-1 2•x4"CONI.SILL 1 BLADES d)A:® PLATE REQ'O. (N)HV WALL HEADER INSTALLATION OHV WALL $ILL INSTALLATION MO HV WALL HEADER INSTALLATION -4 I I IXISTING MIN.SEPARATION TO GLASS x 1 I MIN.SEPARATION TO GLASS I I 1 (SEE SCHEDULE ON SHEET 11) GLASS I I I ) EXISTING —(SEE SCHEDULE ON SHEET 11) I x GIAS5�1 MIN.SEPARATION 70 GLASS I GLASS WOOD PLATE I p 1 1/4'0-20x3/4"S.S. (SEE SCHEDULE ON SHEET 11) REO'D. x _ MACHINE SCREWS 1/4'0-20x3/4"5.5. 1 USING 1/4•-20 NUTS I p MACHINE SCREWS W/ I I p ® 12'O.C. µ,Vi \ NUTS 0 12' 1 I I FINISH I I O.C. OR® 1 oR 1® 1 OR 1 I I 13 OR 2'x4'CONT. ` WOOD PLATE 1 1•Min. 41STING REQ'D. 11"Min. /4"0 TAPCON OR TAPCON WITH ADVANCED ORL THRFADFORM TECHNOLOGY W/1 1/2'- 2'x4'CONT. Min, PENETFtANON OF THREADED MFA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1/q"0 TAPCON OR NOTE: REO•D.SILL LA� (SEEnSCHEDULE ON SiNG WOOD EEET 15) THREADFORM TECHNOLOGY W/1/2" TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICALIrlMin. PENETRATION OF THREADED MEA INTO PLYWOOD WALL FINISH(SEE SCHEDULE ON SHEET 15) IXI571NG MIN.2"xb' 1/2'MIN.CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY.PLYWOOD REO'D. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'NLN.CDX PLYWOOD REO'D. STUDS® 16'O.C.MAX. FINIS THREADED MEA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D.PLYWOODTO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION "x4'STUDS 0 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WPM SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION *SEE UMJ[ATIONS OF ©HV WALL SILL INSTALL ATION F.B.C. BLADE ON SHEET FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. """""14 �% BERTHA HVTM : IL E C O ■�. A■S■S■A■ Accordion Shutter System H.V. MADE#1 W/OR W/O H.V. WN OPH BLADE i TICCIT TESTING & ENGINEERING C,(1MPANY American Shutter Systems Ey, .OESORIPIION DATE DRAMN B!: M.L. 6=N.W.38th.St,SU,.303,VR=A GARDENS,r1.ORROA ss1 ASSOCIatiOnE Inc. f OLD 11-192 4/13/15 DATE- 4/13/15 • Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No _ e 0:tpteco®aal.wm West Palm Beach, FL 33407 3 4c FCORIDP,.'���� WALTERAOLLB1Ur.P.E 4 15—OBrJ '�. F ' •... ..• C�� •� FLORIDA uo.p 44167 5 SHEET P.E�'�il�kt DATE a 16 OF 20 n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAMEn ONLY SH TED 105.0 0. A.S.D. DESIGN PRESSURE RATING SHEET 9 OR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADECl)& WORKING IN UNISON 1/4'0 TAPCON OR 4'x8'(Min. EXISTING a Q 2 MIN. TAPCON WITH ADVANCED ) EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. ADEQUACY- W/1 1/2'Min.FEN 1/4"0-20x3/4"S.S. OEXISTING W000 BEAM OF THREADED MEA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD iv Min. TRUSSES OR (SEE SCHEDULE ON SHEET 15) W/1/4"-20 NUTS AR HI ECT PRIOR TOftF/P O MACHIN O.C. SHUTTER INSTALLATION. 1/2' 1/2 RAFTER 0 24' 9 O.C.REQUIRED 1 OR 15 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Max.THK. ,257" THREADFORM TECHNOLOGY Max. W/1 1/2"Min.PENETRATION $14x3/4' E 1'x4'x1/8'CONT.ALUM.TUBE z I OF THREADED AREA TO S M (6063-T6 ALLOY)W/ N •- ' OPTIONAL EXISTING WOOD HEADER- O 6"D.C. I (3)5/16.0 LAG SCREWS TO X� (SEE SCHEDULE ON SHEET 15) © O Dior 1 or 15 EACH RAFTER OR TRUSS. ";�;,".s:.,• Nk r Q or Q I LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD I EXISTING MIN 2•x4• 1 I OPEN HOLE AT EACH MEMBER, W Minn NOMINAL EXG`ASS�I HEADER REQ'D MIN.SEPARATION TO GLASS I -I STUD TO ACCEPT ���jjj PENEIMT10N OF THREADED 1 (SEE SCHEDULE ON SHEET Il E%GLASS I 5/16.0 LAG SCREW ' AREA VALID FOR ' AT CENTER OF TUBE. M X.A.SDONS WBH 72psfSEA+TL11iT1 I MAX.AMAX. DESIGN LOAD MD EXISTING NPL ASS(SEE INSTA ATIO SPAN.THIS HV WALL HEADER INSTALLATION I �( , Ls TO a/S5(4E INSFAllAT ON IS ONLY VALID W�IAE 9¢f IFOR W000 W/MIN.SPECIFIC RACES�&® 100R ® —1 ��o19® GRAVITY OF 0.50 AS DOUGLAS NOTES I-SEE SHEET 4 FOR TTPICAL SHUTTER A5519.16LY .) OR®♦ FIR EQRSOUTHERN PINE No.2, 2-MOUNTING SECTIONS CAN BE 00MMED OT HV CEILING INSTALLATION IN Am WAY TO SUB AM INSTALLATION. (U)HV CEILING I ST ION v SEPAWON --Q OR�♦ MIN. I 1 d ,j�&ixUa ssa x I SEPARATION I I (SEE SCHEDULEOONTSHE�1) EXISTING 11�M Ig w TO GLASS I I 1 IXISi1CNs� 1 Gam\ (SEE SCHEDULE I ION SHEET 11) a ( I 8 LOCATION I I EXISTING I I d WA� I I I 3/8'WNGLASS—#10x3/4"HEX GI I I 2'x6'MIN.WOO 1 1/4. ©a7 3/8 111 WASHER HEAD TEX I DECK REQUIRED Max. SCREWS O 12"o.c (NO FlNISH pR 2'x6'MIN.WOOD ALLOWED) DECK REQUIRED(NO _ //-EDGE —��� FlNISH ALLOWED) —� EDGE OF DECK 2' i" OF 19 EDGE OF DECK I _ DECK IF IF APPLICABLE o IF APPLICABLE APPLICABLE --- 1/4"0-20x3/4"S.S. — 1/4'0 TAPCON OR 1" PHILLIPS TRUSS HEAD �2 TAPCON WITH ADVANCED MIT' MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2 CONT. TAPCONFO T TECHNOLOGY W/1 HE SC NUTS T14READFORM TECHNOLOGY W/1 1/Y Min. SILL PLATE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM ---2'MIN. PENETRATION OF THREADED REQ'D. W/1 1/2'Min.PENETRATION O 12"O.C. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED E) THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UMBATIONS OF USE FOR (X)HV WALK—OVER INSTALLATION OV HV 'WALL SILL INSTALLATION BLADE IA ON SHEET 19 HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 'tV\...... ... .T <%'�i ©2015 EASTERN METAL SUPPLY.INC. . BERTHA RVTM Accordion Shutter System A■S■S■A. Kv.aaoE 81 w/OR w/o fl.v WINDOAT aaoE * •%.= American Shutter Systems DESCRIPTION DATE DRAWN BY. WL-o: � /d TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 5�'•, U� Q'` 633.5 N.W.36M.S2.El 305,NRWMA GVmQ6.FLORIDA 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z DRAWING No ��i�F•'•.,• '•� .: e- 1:b1teccoGoLcom West Palm Beach, FL 33407 3 S/ .r �: ®-0006719 15-085 , s V� � �0lV%IL EN�p��` wFLaRmAAtx a J'P-' s SHEET P.E. SEX79ftAYURE/DATE a 17 OF 20 END INSTALLATIONS (1) HV BLADE OR JA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS z/a•tR D. STUDSRk*b. OS 2',4'YIN.IP000 z1a•uol. STUDS KWD. nooa SNO3 t♦'t Ta AIF 1,000 lea (tis/FP11C1ta17 \ / .YOOR a e'ne. \ / � Ar STODS R PRO tm/Ys DTT.lwn ro 1/z rnx —x EJmnW GLASS .f / \ r s0.iuos DUST. Y ExrsnNo CLASS l+. F]OsnNc aa5s i \ EPmts ctA55 1J I MK I YN gPRLVIRt 0. WIN. a CsEE _"t"* 'L. t/Y PntY OOD. •,• _ :�-?. ,. m�uE�ON sm m a D.E. t/2•nn.wz WIN. SUE ON 4EtT 1/1813' 11 r«a O_ w +... "^r.=� + �.,d) �e a s8r vateaoa x:mule M stEQ fOlFOR PI O� Ceom-1e)cart. cttagl +h'lea wx acme tON SW is Fw 1/2:. tON Ss ai �� s706ma® AWE.a.asm t 2• PLrxow. ® F=_1 aes1 9/D6ma® 'WIN. A OTHER- ;„ ayE (�u2 t•PR r YNa _�__ /IO[1/Y S.Y.S. ——— (AS NUN: EJQ111Mw_r ota O.a /16 Oz sus lIIYNY as""� Wta o.c -_- (eoa>-1a•Nl7A a lmwR s.Y.s.ro(ila (2)VAT fY•. ro 5 4 'Ti sma OF 4 'a OR®� SaE DETAIL x 1 OR @* 1 OR s1PE—ON sEa txwP.x FnR SIDE O CRON 1 OR ®.p.© 10-a t .®. n ®- ®®-© TO l G06O- •O-80-�®- ®®-© �- ®.®-®.®.pe.p. ©07 Qui-©OO•®- ®•®-®®•O©- p•®-®®-0•®� END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL ExlsnNc • REaIIR{D aN.r fat 9'Nrs cREtTEIi IINN 12'-0' 214'YIN.FOOD 1/4'e TIPCQI INL1tOR5 Sr105 R' W/1 1/2"1WL t/4.0 TW/, .WCRO /10x1/2'SYS. W/1 1/2•YIN. 016 B.C. IXISDNO 4V55� PENETRATION O 17"O.C. PENLIPAlION a tY O.C. lea Q m TEN.grNul v -- I/2•YIN. tsomtpON 1 FOR� ♦ SEE IJMRAON SOF USE FOR 4 4 BLADE to ON SHEET 19 xjIro aAss 01D- .. ON sm 1P FOR ON SHMT ---_-_- TO SOMME ON 111FOR ami:V o 'i S fVt6ma� _—_ -- a/O6®a FORt/2•Ya Is aA" :C"+:x '^ • w'�n"L�•". .;CVS•3 G OR0OR(j)OR . i• - -Q.Q-�®- ©OR@OR(qOR(g VIEW Y a}a��,���j Q.©.p-BO.®.�- • `1YA11 iLV91 2•0'YN.YtlOw PLAN STUDS REO*. FYa511 •®.®'�©'®- PLAN DETAIL X END CONNECTION DETAIL © END CONNECLON DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. .1`V-,c-R A.IT�/'''%., BERTHA HVTM CEN A S S A Accordion Shutter System H.V.aanE#, W/OR W/o KV.WIrovW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systema •N o(scR,PnaN DATE DRAWN BY. M.L.*_ Association, Inc. t oLo 11-192a/1a/1s nA a/1x/15 TATE OF _ assn N.W.Jath.St.St..WS,vNaNIA GARDENS,FLORIDA 331a O. Ptwne:(305)871-1530.Fax:(305)871-1531 4268 Westroads l[Aive z DRAWING No ,�F• �ORIOP F�'.`` o-maa:tataeaoad.eam West Palm Beach, FL 3340713-11 15-085 lit•'•'•..... ••''�\ ®-0008718''�.S/ON EN4``` WE. FFwONmn U.#44167 SHEET P.E.'3&k1 I����RE/DATE 180E 20 t �©0°® • GENERAL UMRATIQNs AND CONDrnONS of USE FOR BEMA (� t,o� .+a i MADE DE ACCORDION SHUTTER SYS[EAt WORKING IN Y Y (u D UNISON WRii FN WINDOW BLADE D Al 5 Y 1.WUL A.S.D.DESIGN PRESSURE RATING+110•- 110 PA.r. 2.MAK.SHUTTER SPAN:96' 3.ALLOWED MOUNDNGS:A.D,G&H ON SHEETS 6,7;AS WELL AS MOUNTWGS M. O,T,U&W ON SHEETS 16& 17. 5 Y CENTERNA mNET OR OP/POSING IAYNJL M X OF OPP�NG @) YOUE,4157 MUST BE INCLUDED ONLY AT E MIOR ACCESS SIDE OF 16 a CENIIIRMA TYP.Ell END • • 5.(A)FIV WINDOW BUTTESHALL ONLY ALLOW A MAKIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. a (B)MIN.CLEARANCE TOP OR BOTTOM EDGE OF W WINDOW MADE MAK.5 WINDOWS a • ♦ OF ANY 3'6 HOLE FOR SHALL BE 12'. ALLOWED AT HV 1n WINDOW BLADE ® (C)FIRST.OR LW RUDE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE QN N (D)HV WINDOW BLADE fo MUST BE USED ALTERNATE lO A SOW HV 6lADEQ1 THROUGHOUT SHUTTETYS WDTH. ♦ $ ♦ ♦ (�C TES ILMI ALWAYS BE INSTALLED ADJACENT TO A SOW FIV BLADE 1 AT EDIER SIDE OF THEM. SEE END T J py9 Y (F)POLYCARBONATE FN WINDOW®SHALL BE IKSTAI.LED 50 TFjAj TABS FACE CONNECTION ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW I� MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA. 10& 18dNW INC. FULL HEGtiT. 3R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LWRm BY SPAN AND DESIGN LOM(SEE NOTES zP P a t &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE-OR CONCRETE BLOCK WALL ON SHEETS 12& 1J AS UNITED BY SPAN AND DESIGN LOM(SEE NOTES 1 &2 ABOVE). S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: 5 (SEE PLAN FOR REQUIREMENTS) D H TSP TOP&E10TTON Y/ 08 aR 6 7 WIND ZONE MINIMUM SEPARATION TO G1A55 NUMBED WID 1 THRU 3 1' ELEVATIONUK SEPAWVION TD CLASS 4 625' INISRNc GLf55 SE:SaHDLAE ON SIM 11 FCR I3ADEm ----- AND ON TMS SFgET FOR MADEsp& ------------------- -------- --------\---------- --------------- s t t P. t \ 4 AN TIP. Sw�j 2 01 CR 5�tERMaTEs Q® / /®W/O (SEE NOTE 4 ABO ��c � // TYPICAL Cl) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE C11A SHUTTER* \� ---- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AIAI1111111A1111111/III ®2015 EASTERN WErAL SUPPLY.INC. BERTHA HVTM 4'0�P \CE _ A S S A Accordion Shutter System L ECO N C. FIV.ELADE#1 W/CR W/0 FIV.WNDOW aAX TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRNPnDH DATE DRAW(UTI': Ml. STATE nC 6355 w"•�6t^•s°•sT,.3os,vwcDxL roma s,FLORIDA 331 Association, Inc. 1 QLD 11-192 4/13/15 DATE 4/13/15 y = Phona:(305)871-1530.Fax:(30)871-1531 4268 Westroads Drive 2 DRAWING No W. AIF a-mal tlterc®ad.— West Palm Beach, FL 33407 3 n `` E-0006719 •'•..... ••�j�\`� WALTER A TILLTT Jr.P.E . 15-085 P.E..... 12AE/DATE FLORIDA u�q 44,67 6 SHEET 6 19 OF 20 . ..... 2.000"Max. /�k 1 1/2. .035�THICK Min INSTALLATIONS Wj HV BLADE & HV CENTE MATES @ ASTM F.. 083' SIM A- Min. Mi..G-60 C tV.METAL SrUD' INTO METAL STUD WALLS gL 0•0. 6'D.C. 0 41 .475 GENERAL UNI ONS AND CONI)ITIONS OF USE W!MV1_N9'eEVE FOR BERTHA(1)W BLADE ACCORDION SHUTTER 6063-T5 ALLOY (1 3/4'.a I/r.O.Ow IgICK Mi.. 43,2 12 MHEM INSTALL TO METAL STUD WALLS C STEEL TRACK-. M 0 61 O.0 6,O.C. P� 3.CDO' CON'_ 'LV. SEPARATION TO GLASS SCHEDULE Max. ASTM A-653 r GALVANCZED F=40 I TO STING FINISH T 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) /2-TER SCREWS ON 1 W MINIMUM =(02&T ECIMOR FACE APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE SEPARATION MIN.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. ASTM E-1.996 TO GLASS 17-7 EXISTING CLASS TO GLASS A 0 (§0 1100-200- BOLT (SEE SCHEDULE) IA>-@ =.� 4. ONLY4ENTERMATE Q21 W1(R HV LOCK ARE ALLOWED I THRU 3 1" MUST PENETRATE @G 1- cryp-) WITH 21 ARRANGED A SYMMETRICAL LAYOUT. 0 1 USE 0 (2)n,35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 I 3/4'x 6 1/4'x 0.035'THICK M' EXISTING FINISH INCLUDED AT-E)Cl­ERIOR OR INTERIOR ACCESS SIDE OF .250' .050" CHAN AS APPLICABLE CENTERMATE. 'A-653 GRADE 40 Mi..G­NF'! GALY.STEEL TRACK * ADS GALVANIZEDFASTENED TO STUO I W/(2)f6x1l2"TDR SCREWSON PTHRE 43.a �T L 1/�"0-20 OR&IDGEROR FACE 0 6 D.C. 0 6"D.C. ELCO BLADE SLACK DETAIL HVF IS ALSO VALID FOR 11-4"0 CONSTRUCTION CENTERMATE(PAPPLICATION WTfH BLADE 1Q PRODUCTS FAB-LOK HD 1/2'.O.OW'THICK 36 r 0 6" O.C. COMPONENTS W%AiA-653ASTM A - GRADE 4C Min_c-.0 DMSV.STEEL MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= I' METAL STU AT 16-D.C. VA �(Typ.TOP BOTTOM) I 3/4*x 6 1/4'x 0.035"THICK Min. —————— IONT, SrEEL TRACK CHANNEL, i;UB _ZEXISTING GLASS AZ'=40 M ;_60 ED To S TEK SCREWS ON E �.VARIES: SYMM TRYCAL W/ x1/2 W1(2) #6 INTERIORS,EXTERIOR FACE .1 #� SYMMETRYCAL i SEPARATION x a 4 b ­­ I' i : i! . i TO G 2 CENTERMATES W/ CENTERMATES '(SEE SCHEDULE):: ._INTER10 ACCESS SIDE._ i I (::;EXTERIOR ACCESS SIDE,: (6"Min.) IN ---------- ---------- 24 "�yi 4 --—-------------- -- --------------- ------------------- \L(2) 42 1 21 21 21 21 LOCATED AT @ HV HEADER/SILL ENDS VIEW Y 4 12 —8 1 3 (6"Min.) 24 Nor SIDE CONNECTION TO TRACK 3 1/4'(Typ.) /2"(Typ.) —7" 7' —6 1/2'MAX. SLACK * (Cont.) HVA 3BLADE SLACK DELAL-HY—F EVC FLORIDA BUILDING COOE(Non High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. P, T/1 BERTHA HVT. Accordion Shutter System A.S.&A KV.13LADE#1 W/OR W10 H.V.WINDOW DAM 2 V41,#7- hufter Syste.. DATE I DRAWN BY. M.L. : REVw Nc DESCRNqVN AssociaHon, Inc. I OLD 111-192 4/13/15 DATE- 4/13/15 h*. TILUT TESTING & ENGINEERING COMPANY n 6,,,N.W.36th.SL.St�.30.�NLA GARDENS.FLORIDA 3310, Ph (305)871-1530.F.:(305)871-1531 4268 Westroads Drive 2 —DRAWING No mail:tilf-0-1— West Palm Beach, FL 33407 3 EB-00067 9 4 15-085 WALTER A.TILUT J,P.E. FLORIDA U`'#µl67 5 SHEET 6 20 OF 20 P.E. ,� DATE