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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business & Professional Regulation BCS Home Log In User Registration ! Hot Topics Submit Surcharge Stats&Facts Publications FBC Stag BCS Site Map Links Search bProduct- Approval USER:Public User Product Aooroval Menu>Product or AoolicaGon Search>Application List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r 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 r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. P Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R1 COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017,3:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Sections from the Code • Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products --- ---- ...._.. _....... --------- FL# Model,Number or Name Description . j ---- ._.......-----..............._...__._....... ................_...._.... -----..............-._.._.__..._ D_._._....__ 1850.1 Bertha HV Accordion-Blade 3(HVHZ)']Extruded aluminum blades folded together thru knuckles and I Drawing#17-103 retained by tracks to provide hurricane protection. --..__._..._......_._._..........._..__...__.........__............._._...---- --.._.........---- _...._...............- -..._...... ...__.. -- -......_ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHU17ER SYSTEMS ASSOC INC, Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes i positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one speck condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.. loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes _.._........__._................... 1850.2 Bertha HV Accordion ShutterI Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS.INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade.See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. -- --- --- -- ...................._...__...._.... 1850.3 Bertha HV Accordion Shutter-Blade :Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use (^^ Installation Instructions Approved for use in HVHZ� 7 J FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use de HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistan Yes Verified By: American Test Lab of South Florida Inc. Design PressureNt : Created by Independent Third Party:Yes Other: Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC,INC 11 locking rod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Bads Nert Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 6 an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccessibiRv Statement::Refund Stat m nt Under Florida law,email addresses are pubic records.E you do not want youre-mail address released in response to a publt-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mai.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 emails 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 pubic.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: 2 of 3 12/15/2017,3:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQw... Credo Card Safe 3 of 3 12/15/2017,3:18 PM GENERAL NOTES: ,. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.0.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION) TABLE OF THE FLORIDA BULLTAB RING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. LE OIC CONTENTS S UESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE MSTAL.LED 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. AREA 1: HV BLADES n & QdJ IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A5.0.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/MAX. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.U.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS NO USED IN THEIR ANALYSIS, BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE O 00214.01-03,/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 AREA 2: HV BLADE C7 AND HV WINDOW BLADE U& #1220.01-10 AS PER TAS 201•TAS 202& TAS 203 PROTOCOLS LARGE MISSILE. -I4V WINDOW BLADE ®/0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE 2. HV BLADE 1 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. TYPICAL SHUTTER I ELEVATION & NOTES ON LOCKS SHEET 5 O INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA M.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE# 14X2.75 AND 0 14X1.75 RESPECTIVELY. 410-HT MINIMUM CENTERMATE DETAILS HV SHEFT 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE SIRLNGTH. PINS SHALL BE COATED WNL BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 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 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARB014 STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D : 12.i3.14,14A,15 AND 20 ANCHOR SCIIEDULE- WOOD SHEET 15 HV BLADE Q&@ WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA H V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. AREA 3: W WINDOW BLADE dh ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL MV AND HD CENTERMATES AND ENGAGE OR LOCK ALL TN AND HD LOCKS. TYPK:AL SHUTTER ELEVATION SHEET 19 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE n ONLY 12. BERTHA H.V.ACCOROIWN SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISOICTIUN INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SNE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALIERED BY ANY MEANS, THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SIZE SPECIFIC PROJECTS SHALL BE PRFPAREO 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.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENG114EER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (s)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG14ATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IITj77/!///AI//4�✓ A. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ENS, •. O 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S I.S.A� Accordion Shutter System V. MADE #1 W OR W/0 H.V.WI BADE American Shutter Systems REY.MA DCSCIL"ok DATE DPAWN BY; M.L. TILUT TESTING & ENGINEERING COMPANY /02/, aTc 0e/02/17 A Assoclatlon, Inc. 1 aD,5-oeo O••••. F � 0355 N.W.Jan.SL,Su,305,V1RGa4 GARDENS.FLDIDA 33, Phone;(305)871-1530.Fas:(305)671-1531 4268 west Roads Drive 2 DRAWING NO 11.wNcoeam com Wast Palm Beach, FL 33407 EN�'' e Ee-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 �. WALTER A TILL Jr.P.E. _ ,,_ P.E.SEAL.�SI�NATURE/DATE FLORIDA Uc.0 44167 5 _ _ SHEET 6 1 OF 20 s.FOR W,NDOW KADIE(A) VARIES 1 91b 1.49L:-- _LLOO� Alt. ,'3'HV UNIVERSAL FLOATER 115E:��11BII- V goVISO, S QUALIFIED FOR USE W/ HV BLADE (4)FIV DIRECT MO HV 13LAOF I HV WINDOW BIAnr* 6005-75 ALLOY AND TEMPER QUALIFIED FOR U5E W HV 6063-T6 ALLOY AND TEMPER BLADE(1) :373' -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 3.226" 1.50' 6063-Y6 ALLOY A0 TEMPER 124- 6063-T6 ALIOY AND TEMPER q 0115 2.670* 3. 994 (Tm) 072 000, I 670 1. 670' 2.226' .1 81t2' 2.092" 4436" 0,072- 0.072" (,t)HV ADJ. ADAPTER WILIP QUALIFIED FOR USE W/ HV FIV WALK—OVER TRACK BLADE E:D1 QUALIFIED FOR U (9)HV TRENCH TRACK L'255' 12ag' I I 6063-TIS ALLOY AND TEMPER ,FF W1 HV QUALIFIED FOR USE W/ HV HV A J. FLOOR TRACK BLADE�,l QUALIFIED FOR USE W1 HV ALLOY HV RAINGUARD BLADE(�D A 6063-T6 ALLOY AND TEMPER I C"QUALIFIED FOR L)AE W/ HV 6063-T6 6 TEMPER BLADE J)ONLY. A 6063-T6 ALLOY TEMPER VARIES BLADE�1,) I' VARIES 1.936- 6063-T6 ALLOY A D TEMPER ax oar o t Vii " 6 1.917' �og3 8 7- 6.1 .125' 3Q 0 L�7 06 U60, 670�166 xpi 670: 1 3.520' 3.529" 6— EADERZSI 3,529 HV HEADER/SILL HD CEILING FOR USE W/ HV BLADE i,I)ONLY — FOR USE W1 HV BLADE(1 ONLY. QUALIFIED FOR USE W/ HV BLADE(1) HV CEILING HEADER OUAUFIED FID WALL HIFADER4SILL '641FIED SEE SECTIONS FOR VALIDITY.- 6063-T6 ALLOY AND 7FMPFR'- SEE SECTIONS FOR VALIDITY. - QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TFMPER 13LADE kj)ONLY. 6063-T6 ALLOY AND TEMPER F COMPONENT A B TI T2 I I- �062-1 5'MAX 1/8" 1 7— UT T 10.090' 2' i 5"MAX. 0.192'10.192' 119) X �1 6 SIDE ANGLE 6VALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5' '7-MAX. 0.190" 0.190" '10) CORNER POST BLADE C1, QUALIFIED FOR USE W/ HV QUALIFIED FIED USE W/ HV 5063-T6 ALLOY AND TEMPER BLADE kJ ONLY. BLADE(T) 'A 2' 5'MAX 179'10.131" 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER L_ FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY,INC, ,t'�P`��a� rrs/rte BERTHA HVTM T__T ECO .. A.S.S.A. Accordion Shutter System iL E V. BLADE#1 W/OR W/O KV. WNM GLADE American Shutter Systems iwv.N-. "500tWh0st DATE WAWN Bro M.L. TILLIT TESTING & ENGINEERING COMPANY As3ociation, Inc. I OLD 15 Deo DS/OZ/17 DATE: 00/02/17 OF 6355 S, to .105.vrk"A GARDENS.FLOROA 3316t 4268 West Roods Drive 2 Q:. i Phone3dx,, hwe:(305)871-1530.Fox.(305)871-1531 DRAWING No -W: West Palm Beach, FL 33407 3 17-122 Ea-GO06719 Phone: (800)432-2204 . Fox; (561)209-8380 4 WALTER�TrULIT Jr.P.E. QE 3 IRE FLORIDA Li,.111 44167 2HEET Or 20 4.660' �I�C20 --D.E CAST 4,576 2.293" '0 334 FLAT HEAD a HOUSNGG NAM 20 93* .745 S.S.M.S. RAKED PAINTED 1.0 to —D'E CAST (2 TYP. HOUSING ENEL 6! % BAKED .4 PAINTED N _fGftSS TuRt n-i! WER BRASS CYLINDER KIM(CHROME (KI) HV CENTERMATE HV LOCK EGRESS LOCK HV BLADE" le(L 2), HV FLOATING CFNTERM&J��" /,�Cj HV ESS USE W/ k1l, Al ONLY M I 1_ _1 USE W/ HV QUALIFIED-EOR USE W/ HV QUALIFIED FOR R ED FOR USE W1 HV BLADE & (tA ONLY QUALIFIED FOR v 6063-TG ALLOY AND TEMPER' QUA BLADE 01 & (A,ON BLADE kI)& ONLY. 6065-75 ALLOY AND TEMPE HV CORNER CE ADF�1)?ONLY 250"O.D. 51a Q AUnEO FOR USE W1 HIV MBL �� 16 2.874" 6063-T6 ALLOY AND PLASTIC HEAD 2 SO-5.D.1 11%76' 12 MOLDED TO---\ .7 6' 4.045- _Q2 L:_ M SCREW a.079- 1.753' ER RIVETING .360'AFT La 5- BEFORE RIVETING 1/4"_-20 x 3/4 1/4"0-20 RIVNUT* S.S. THUMBSCREW a i Mad! *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT,PART 0 OE?O.AS MANUFACTURED BY AE OU Lj 1-822:1 CHERRY TEXTORN.PARSIPPENY.NEW JERSEY 07054 OR EOUAt_ PLAN FRONT ELEVATION `E9 H LE "T" LOCK CENT;RMA.- HV ALTERNATIVE LOCK 71' LOCK CENTERMAT QUALIFIED FORG US 'I),ONLY ALE_"r LOCK CENTERMATE (0 HV _T" LOCK QUALIFIED FOR USE W/ HV CT LOCKER FOR LE W HV BLADE i, qVj HV MM 5063-T LOY/AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE fT'ONLY W/HV BLADE C1 I ONLY. BLADE((1)ONLY. QUALIFIED FOR USE W/ HV BLADE C1)ONLY 6063-T6 ALLOY AND TEMPii) 6063-T6 ALLOY AND TEMPER 117' 91_7 9 3.161 0 \-fHUMBTURN CYLINDER OR KEY CYLINDER .L�t 214' 75*Min. 25'Max. 41') HD CENTERMAT ROD HE) CENTERMAT ' U- 1 O QUALIFIED FOR USE W/ HV BLADE &f,1 A QUALIFIED FOR USE W/ HfV BLADE(fi&�IA HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QuALinED FOR USE W/ HV BLADELI)&(Iml 251 VARIES, 12'MIN. 1 6063-T6 ALLOY AND TEMPER Z4�0-20 k1/2- CYUNDER RN At. "S THU.SbSwo" OR KEY (SIDE WNLS) 00 L CYLINDER 1.57'Min 514 I LIT . MD .78 MD.. ® LOCKI /4% HD LOCK NG RQDZ�, �A� 3111# v 1 20 AISI 304 BY REGENT HARDWARE MOR-49 _L99N_S_.9_F(ff.$,2),33_11QOK_BOLT LOCK. Ou ACETAL 37 fi AUFlEp E Lib; HV 5ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEC1)& CA) 4 6063-T6 ALLOY AND TEMPER THUMBSCREWS QUALIFIED FOR USE HV BLADE C1,; Df'INDUAL IED FOR USE W STALLATION WILL REQUIRE A 7/16" HOLE HV BLADE ,1, LED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTNI Accordion Shutter System r q_�o .c A.S.S.A 7L E a Kv. BLADE#1 W/OR W10 KV.WINDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DESCBY: All- TILUT TESTING & ENGINEERING COMPANY OLD I Ll Association, Inc. 1 5_080 36/02/17 DATE; 08/02/1 S!SS N.W.3M'sl.St,.305.WGWIA ONIONS. UItIflk 3316t 4268 W-1: Roads Dnve 2 Ph- (305)871-1530.Fax:(305)871 1531 West Point Beach. FL 33407 DRAWING No 4-4.kittecce-I.Com 3 4,1% -0006719 (800)432-2204 . Fox: (561)209-8380 —4 17-122 Ee Ph— E Lrs+/0 WALTER A. MITT Jr P.E. SHEET FrE.,-S t)&E FLORIDA Uc #44167 5 4 3 0 F 20 SHUTTER ASSEMBLY SCHEDULE FOR C �1 HV Q HV AA 3/s m CE apY _ .0625' O HV BLADE 1 To BUDS TI .1875" HV WWDOW BLADE .0825" SEGIAS1..x_x Oti25 .0625' •.'I; HV BLADE to BLADE'S i -0 OPENI -1 ( .0625=� .1875• Y / ® HV LONG RECESSED NYLON BUSHING ,' E, _ KNUCKLE � ( ! I 0.o62s' ® HV SHORT RECESSED NYLON BUSHING N a ( 1 LAT PORTION I R1 7SOD�' i © HV NYLON HAT WASHER Q OR (D N N BU -- -'r'" f �' 3750' ® HV WHEEL CARRIAGE aSl 302-303 SERIES _/ I I a� '� 4� ! n! 44 X '02.0/So X 0.870"x3/16" THICK NYLON WHEEL. �% 1 ( -® n I- 2 CLEAR w I �w`I r't�� HV WINDOW 7 315"m SEPARATION 0.188"m 851 302 SERIES S.S. RIVETS Y— ! rs. - '`"° e3.7500' /j BETWEEN —) .0625_0625' I 4@ HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i' ,T"Tl b ADE o eN`inrs I ON�r.... * J ` �4 2 Exffw7,a .vnaw © HV z 3/4• ACCORDION PIN W/ #8 HEAD 41 '=,47�"��, ,;-'-� ; ! e1r1/4•. `�"EN�NPICAL HV WINDOW BLADED lA AND © POLYCARBONATE IMPACT RESISTANT FIV WINDOW I I 1 i a� I T S POLYCARBONATE HV WINDOW DETAIL (L-)OR ® ® or 0 /(SEE NOTE FOR n •� •I.; I REQUIREMENTS) (DOR ® i *POLYCARBONATE IMPACT RESISTANT HV WINL20)K I ! ""�"t BAYER MAKROLON 3103 POLYCARBONATE 3.1�_...- I 12'MIN, CLurcry.CE RESINS, UV-STABILIZED GRADE OR SABIC * dy_ , gEMENjS AT EXTERIOR BLADE KNUCKLE FOR x -A; I TO SLIDE Bonpu INNOVATIVE PLASTIC LEXAN 103 RESIN t1Y1?1 I ' � (SEE NOTE "F• ON SHEET 19). s< It AOR ® i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR P. ® i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO POLYCARBONATE SOURCES FOR as OR I EXTERIOR HV ®SLADE. JCAL SHUTTER__A�SE�@LY pPl �"Y�.w... N.. TYPr1 PRDPER SNO.WD wY� `HV PIN©OR®4 AT •• 3 REFTREIICE 10p"'7 ma Law r (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR_ BLADE'S KNUCKLE. 2WSIC2L EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00,324-._ (SEE NOTE a FOR sREOFlc cw•nrr Am D792 0.043 L.&' 0.0.3 m7M BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 048=0 0 Cl 'T REQUIREMENTS) TTP. TFNSILC YiElil$iStERG7i1 ASN D830 9..00 pAL e... .i p. . FlFx.—S IIt7GM AT iY1i /SDI D7W 12,300 p..4, 13..00 p..L (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 �> flExuwt uDDD1us AsrY 0790 305.000 p..J. 345,000p..1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. I ' SHEET ® NOTCRE.i2OD .51 02_G 'a n-w/9 7 rt-i/91 Flkr�L1b�lEBI511165 �,,I�{EEL CARRIAGE DETAIL ��p �T __ oERsi1, ASIY Dm.: 17.2 R 64.3 x UAx ,,# EMBLY LAY UI MrE Oi 6uFNlnc /SrM 1129 c-1-F c-1 TCLASS 1 T 5 3F1S IG11:D0N ASY D1929 1010'f SOOT 1 15111 G155 TENSUSnR"Tn MER WEAlK.. 0551E 636 0301 0.". 0040 p.J. 1 HV BLADE SOLID A HV WINDOW BLADE DETAILS 7E a57RES5R11DREwFITYExoW ASTY636 "alp." 8650°" N.TS r77r FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM see L E C O L N c. A.S.S.A. Accordion Shutter Stem H.V. MADE#1 w/OR W/o KY.W1 BLADE American Shutter Systems REv.Ha oEscRlPnoH DArE DRawI BY, u.L TILUT TESTING A ENGINEERING COMPANY •:•4(%\ 6355 ww.Mk.St..St.30..MRGRIM GWDENs.fLdlOx 3316 Association. Inc. I OLD 15-080 /02/I DATE: 06/02/17 /C \ 4268 West Road• On- 2 \ Ph-. (305)071-1530.Fox:(305)671-1531 DRAWING No " 15••'••.....••''G� tt\ •-mag:OR.c.9-C.an West Polm Beach, FL 33407 5 EB-000671S Phone: (800)432-2204 . Fox: (561)209-8380 4 17-1 WALTE22 R A TIL Jr.P.E P.E."SEAL%51GN"tyDATE FLORIDA LIG.0 44167 5 SHEET 6 420 a "NOTES ON HV LOCKS AND CENTERMATES: S1' �, 1. MA[d►Tom'CONDRION �1: ONE HV LOCK 4;or 43SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN a 77 Zff3,ul0j•Q5 OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105". AND FOR INSTA TIONS ANY ELEVATION. HV LOCK or Z, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOZP T OR n CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HUD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON I0914- TYPICAL SHUTTER ELEVATION. 2. LIMITED mANDAmgy CONDITION J2 ---,,TORY GiONOTTinN J1 0AUn 012Y FOR FIDOR/Gp I& TWO HV LOCKS OR Qom'OR ONE HV LOCK 24 ORg W/ TWO t1�rota ' LOCKING RODS ^AT TOP & BOTTOM SHALL BE SEP�F R ANY SPAN AND IN ALLATI AT ANY ELEVATION. U 1 ! HV LOCK Z4 OR i^SHALL BE ATTACHED TO OR(�j-CENTERMATES W/ SAME SPECIFICATIONS AS PER j MANDATORY CONDITION #1. LOCATION OF LOCKZLOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. _x I 3, ; IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV N - I LOCKS _} q§ OR 2§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 4-1 4< to SHALL BE AS INDICAIED ON NOTE (1)ABOVE. -CA ;� �6 ''�� LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. v / 4. OPTK)NAL CONDITIDN �yyp'^ j I �2 IS USED W/7W0 N.V. LOCKS): LOCKING RODS ARE NOT REOUIRED AT, URRICANE POSITION, BUT MAY BE USED IF D SIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. NAWIATORY CONDITION D/2: ONE HV LOCK�y �S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LAK 2 or $SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO C3 CORNER CENTERMATE W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CC _ AT TOP & 90 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IF:, FIRST ALTERNATE TO MANDUM CONDITION #j VAUD ONLY FOR W MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � t •'�')"-' b.��� $- � � { ��� • ONE ALTERNATE IN LOCK 6 MAY BE USED IN UEU OF HV LOCK orC4 90 FOR ANY SPAN AND i INSTA UTIONS AT ANY ELEVATION.ALl`ERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4.0-20x3/4'S.S. THUMBSCREW TO fj:OR 0 1 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM.RIVNUT AS SHOWN ON SECTION HVE, SHEET S. LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I LOCKS AT 1/3 OF SHUTTER SPAN. 11--1.— U 7. MAIOATOR`!fn10TIION�3 FOR KEYSTONE MOUNnNG INSTALATpNS: ONE HV LOCK 0 or 23 or 8 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 SEE CONNEC '1 f 1 \� TO 95", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK�or j5 or 0 MAY BE USED AS AN INSIDE OR DETAILS ON o F [ x I x L x v o [ v w x Il OUTSIDE LOCK,ATTACHED TO Q-or SYMMETRICAL CEMERMATES W/(2) 1/4'-20 x 1/Y LONG FLAT HEAD S.S. SHEETS F & i ll t, ^ I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/8 1 B TYP. NI.L I i HEIGHT, OF CORNER OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE -1- LOCKS AND CIENTERMATIES: I aA(�joR�•Iji«(8)seC10,-13;a 1. M8 AND 1�' _i ONE ALTERNATE HV -T" LOCK O MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ��.0 (j�t.vm(1T1.�a INSTALLATION Al ANY ELEVATION. ALTERNATE LOCK• �AAY USED AS AN INSIDE OR 0 9 FOR LOCK. ATTACHMENT � OF LOCK �0 INCLUDES USING REINFORCING LOCKE PO ASBE SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE loJ•(:7)'l -C6)'(7 18:08 CONNECTED TO CENTERMATES fo AND� W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' ® L81p" 'tom oR,a 1 WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"Ox 5/8"RIVNUT. LOCK MAY 7 MAXIMUM A L USE OF TWO LOCK ANDBE INSTALLED AT MIDSPAN OR 12' "NOTES ON HD LOCKS & CENTERMATES: 1, 14 CENURMATES ONE ALTERNATE HD LOCK 1,3 MAYBE USED IN LIEU OF TYPICAL (� HV BLADE SHUTTER ELEVATION N LOCKS t 4 OR fOR ANY SPAN ANO INSTALLATIONS AT MIY ELEVATION.ALTERNATE HD LOCK(L4)MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK:541 TO IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT'.33i AS SHOWN ON SECTIONS HDS-H4 AND DC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS:Es IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE i h .1.cit urricone + +' ®2017 USILRN METAL SUPPLY,INC. _ \GENS`T9 iBERTHA HVTM 1 L E C -7, 7�\ A.S■S■A■ Accordion Shutter System 9 H v. MADE T w OR w/o RV. tiN 13 ADE 1 10 American Shutter Systems FEV.Iw DESCRIPTION DATE DRAW14 BY: M.L. ' 73 r^ #; TILLIT TESTING & ENGINEERING COMPANY OF Association, Inc. OLD+s-ow /02/1 DME: De/oz/n .'({1�("•. 'lpnR.,i. 51Y 8335 N.W.380,.St.,St..305.MR01-GARDENS.FLORIDA 3318 Drie 11PhonR (305)871-1530 Fas (305)671-1531 West PDInn Beach, FL 33407 x DRAWING No •, y 0 ..... � 11 .-..it:tilgc,Aool.com ._�/ NAL 04� ,j11 EB-000-719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 '11P1 ,r� WKTER A hLLIT Jr.P.E. P.E.'ttW7(5I9WL0E/DATE FLORIDA Lit, 0 44161 6 SHEET 6 5 OF 20 POURED CONCRETE OR CONCRETE BLOCK POURED-. CONCRETES REQUIRED .-1/4'1-20x3/4 S.S. CONCRETE REOLRHED CONCRETE ANCHORS :�..__:_._T_i CONCRETE ANCHORS MACHINE SCREWS REONRED_�, --- --- % SEE SCHEDULE ONJ _(SEE SCHEDULES ON i W/ 1/4"-20 -'\ -"-- ,-CONCRETE ANCHORS j SHEET 13) / % SHEETS 13& 14A) NUTS O 12"O.C. �. (SEE SCHEDULE ON SHEET 13) / 1' / i1 �11210R'141 '1 / Min., —1/4"0-20x3/4"S.S. 'Mi.n •` r Q� 17 DR 18 EO EO MACHINE SCREWS EQ EO �y. {._..... USING 1/4'-20 NUTS _ 19 112 0 12'o.C. 1 E.o• .250'Max. - 13 cR 5 2 W' E. 0.► I I E.D. I n250'Max. rMax. WA I •E.O.• i i I E.D.• i i i OPTIONAL `-OPTIONAL LIN.SEPARATION i MIN. SEPARATION TO GIASS(SEE TO GLASS -'!11�FO�R BIPDE LI,I, �l,!OR d�/1)0 ; E%ISTINC (SEE SCHEDULE ON-- EXISTING I ON SHEET MIN.SEPARATION '� SHEET I 1) 1 CLASSLASS u' G1A55-- RIDES?;&;Oj1 I' __.__.."-(SEE 9C EOULE ON__ __. .... _.. .., _..'-- EXISTING SHEET 11) GLASS--- I C HV WALL HEADER INSTALLATION A' HV WALL HEADER INSTALLATION B) HV WALL HEADER INSTALLATION EXISTING _ r- EXISTING _.-.__.__ _ .._____._ ..._. GLASS— M ION GLASS--- MIN.SEPARATION I. • I OR .�� IK SEPARATION . TO GLASS(SFE ! i 1 1 EXISTING TO GLASS 1 1 SCHEDULE ��ON EE I GLASS (SEE SCHEDULE ON I1 FOR BLADE(t iAND MIN.SEPARATION ! SHEET I I) TO ON SLEET 19 FOR SCtI DULE ON OPTIONAL BlAlLS`J SHEET 71) j EO V r > ul 4'7 rr ��11 E.0:• i Max. ' I • 1 OPTIONAL I/4"Max. 1 E. D+` Ili E 19) + I D. - I { - LED EO 13 Min t/4'e-zox3/4'ss. x 1� I .'' •' 1-EQ-=-EO PHILLIPS TRUSS HERD r \ TRUSS 20x3/4"S.S. PHILLIPS ''1I MACHINE SCREWS USING -,.__ _ ..;,_ 1 CONCRETE ANCHORS __1RUSS HEAD MACHINE SCREWS ----- -CONCRETE ANCHORS i 18 I 1"_I t/4'-20 NUTS O 12"O.C. \ -(SEE SCHEDULES ON W/ 1/4•-20 NUTS O 12-O.C. (SEE SCHEDULES ON �MiD POURED CONCRETE SHEETS 13& 1-4A) POURED CONCRETE_` SHEETS 13& 140k) 1 OR CONCRETE BLOCK OR CONCRETE BLOCK `- -_--- �- - 1'((',9NCRETE ANCHORS REQUIRED WALL REQUIRET) (D) WALL SILL INSTALLATION (SEE SCHEDULES ON F'HV WALL SILL INSTALLATION POURED CONCRETE SHEETS SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED E i HV WALL SILL INSTALLATION NOTE FOR COMBIN6119N OF SECTIONS: v INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER +E.D. >•EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) SEE L1NJATIONS OF USE FOR ASSEMBLY BLADE t1A; (ON SHEET 19 I H V BLADE 2- MOUNTWG SECTIONS CAN BE COMBINED R7 ANY WAY TO SUIT ANY msruu •nON. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,1LIL',��„.••••...•••• �Ir ®2077 EASTERN METAL SUPPLY. INC. ucFnrs�•.,��- BERTHA HVTM /7iL E C O T N, A.S.S.A. Accordion Shutter System * d- H.V. RADE#1 W/aR W/o Hv. WINDOW MADE / *: TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV N. DESCRIPTION DATE DRAWN BY: M.L moo:, STATE OF 4t 67651 Nw 361n.SI.SN 305,MR(i—GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 15-080 8/02/1 WE: 06/02/17 Phon•:(305)871-1530.Fcx: 305 871-1531 4268 V.1-I RO d, 0-ti 2 )a ( ) DRAWING No ' 114 -mow: Ii17•coo•a.can West Palm Beach, FL 33407 7 ssIo �•••••t``G' LL EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 wN /FILE 'HALTER A TLLR Jr.P.E. P.E. TLREF DATF FLORIDA Lk./44167 5 SHEET 6 6 Of 20 POURED CONCRETE ANCHORS i— CONCRETE (SEE SCHEDULE ON SHEET 13) w"�(Sa -�, ,!1 ,,1;OR �♦ �,,,,_ -�, , To GA9(SEE .. REQUIRED \ �sO+FCtEc a EDGE I F n rSH E 19 I Nn "V 0P r, \ V i� '1 f —E. 0 SLAB IF [N SMF7 IY IDR 4 APPLICABLE EXISTING RAOL5"&moi : lea i11)°N '� uN.SEPNurlpl 1 \ �I GLASS—� ���111 �_ EXISTING �tTW� /t ^FQ?}*'EQ— ANCHORow- ALTERNATE, :., --3 NIOX3/4^HEX GLASS-.-' \ SN[Ei'I) '.. J - LOCATION ijI III 'MASHER HEAD 9 ll TEK SCREWS O ,O ^ 1 oR 1 oR 15 s/B u n: �t 2 O.C. II: �' ili EXISTING �_ wl _CONCRETE ANCHORS GLA55 : i' (SEE SCHEDULE ON 1 I I, (6)• -- SHEET 13) XISTING EDGE OF GLASS— EDGE OF Il EDGE OF lAB IF SLAB If 1/2 -�, 1^--) EDGE OF -SLAB IF f'.1 APPL ICA13LE MR SEPNM:IIav APFUCABLE •---E O_---)I_�E O SLAB IF % APPLICABLE �1 To WSS(SEE ! 1 APPLICABLE 1 IS RAEg�_EFFI•E27 �� i'1 ♦ POUREDJ/_- �. ..1 _.. FWRED r. f __.___.._..�.. / F__-E Ds' al a43T l9 euvES'�t'19 I I `�OR REQUIRED I-__ t. O.• I I---E. D.• CONCRETE_i E.D.s --'—�--- REQUIRED `FIAT HEAD CONCRETE ANCHORS POURED-'! FLAT HEAD CONCRETE ANCHORS ONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) G HV CEILING INSTALLATION H HY FLOOR INSTALLATION t I>HV WALK-OVER INSTA Ier1nN 111,1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE /4, SHEET 11 Wx.sr.RNIOH rh ( ( CONCRETE ANCHORS SEE SCHEDULES ON- Tam ao'm"'F°N EXISTING LISTING i vao tr1 GLASS MIN. SEPARATION r SHEETS 14& 14A) GLASS y TO GLASS _ EXISTING Exlsnnc (SEE SCHEDULE ON n-_O GLASS--{ -------r MASs..-.i uN.soM"vi—...—... :�. O SHEET 11 MIN. SEPARATION I 1 �,,. lD cuss _ TO CLASS I '( S�E ,�__—__.. 1 1,@ NW WOILOEX TR'C011 W p�SNEET ll) I I I I 4` (SEE SCHEDULE Oil ALWA CEO THREADFA 1 MAX. SHEET 11) ! TECHNOLOGY OR 1/4"8 POWERS 4. Ig, t- ;� FAS(FNERS TAPPER*NX31M W/ 1/ OR 15 1-E�.{ V�j /10x3/a" HEX j i• O.C'F'at4 UP TO eo�'sPfN x-0 MAX. WASHEREAD 4'O.C.FOR SPNS IARrfR TWw1 3/8" TEN SCREWS E D' A'-0`UP S e'-a'b G ATP _/14z3/4" HEX HEADjO 12"OC I•' (i1P.)(SEE _ 1___ ;_47IX SCREWS O 9"OC. 74x3 4- 1 3 e^ _OR 1/{-0-20 5.S.MS. CONCRETE ANCHORS b _ _ / / S.DS 1 / :I FOR UMrAnons)'/®, S/8_ 1/2_ W/NUTOO 9"O.C. i SHEET 14)(SEE S W�ON 1/2 Y v" O 9`O. C. L—1 -7 _____ IiI 1/4- !i SEALANT MAX. .5:�_. 17 DR 18 I 1/2 Mar. • `17 18 �• '--CONCRETE ANCHORS `_ �� _O14z3/04^F.H.S.O.S. a 12'OC. I I I SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULES ON ON SHEET I () —_.__.•,. 9" .C. EXISTING NON SrquCTURa OR CONCRETE BLOCK SHEETS 13& 14A) -SEE NOTE 13(b) �• 2.00 MIN _ WALL TRIM(DECORATK � T _ ------ 1 ----- REQUIRED POURED CONCRETE— ON SHEET 1 1`•, E.O. SRL) OPTIONAL-1 POURED %• -EDGE OF K'I HY WALL FLOOR INSTALLATION REQUREDRETE BLOCK ! MIN. PWREO=IN RETE CONCRETE— SLAB IF — REQUIRED APPLICABLE REOwRED (Ji HV RAINGUARD INSTALLATION t L HV WALL WALK—QVER INSTALLATION ATION ��..._� NGTE KEYSTONE MOUNTIN INSTALLATION tlOTE FOR COMBINATION OF SECTIONS: WInMW1 A.S.D.DESIGN PRESSURE: ♦6{.-72 par " E. D. EDGE DISTANCE t THIS INSTALUTION SHALL BE MAXIuuw SHUTTER SPAN 0'-0^ 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN PERFORMED ♦ SEE UMI AON S OF USE FOR IN S TA L LA T I 0 N DETAILS W f ��� H V B LA D E ASSEMBLY ADJACENT TO AN OPERABLE EXIT BLADE[il ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE .9• -- IN ANv wav To SUIT ANY INSTALIAnoN. FLORIDA BUILDING CODE (High VelocityHurricane Zone __.. 11 aJ` 2017 EASTERN ACETAL SUPPLY,INC. ` ,,�.NE:A`SF ��' A.S.�.�. BERTHA HVTM 0 I L ECO 1 N Accordion Shutter Stem American Shutter Systems KV• H'� 1 W/OR W10 KV. WI HARE �T�T7�)��� 1 TILUT TESTING & ENGINEERING COMPANY REv.No DESCRIPTION DATE ppAWN eY: ML '�n'.• "•`+F '�. A; 0355 N.W.3015.ST.,54.305,YRGINIA GANDENS,FLORIDA 3715 Association, Inc. 1 OLD IS-OBD 8/02/1 DATE; 08/02/17 Ph- (305)871-1530.F•z;(305)871-1537 4268 Wesl kcads Urive 2 ---�`s'•.•. RI `� {,E •-mall:anecooaa.com WeSt Palm Beach, FL 33407 y DRAWING No S1, `(:Tt TIL EB-0006719 Phone: (800)432-2204 . Faz: (561)209-8300 17-122 Ae�1, P WALTER A.TI Jr.P.E. P.E.`SEB, LVA URE DATE FLORIDA U../44167 6 SHEET 8 7 OF 20 SEE END WALL CON ECTI ETS 10 & 18SEE IIOTE5 ON LOCKING kOOS© /rV LOCKS©or 0 UT a 1 N EXISTING GLASS INSTALLATIONS W Z I H V ** AND ALTERNATE HV LOCK ON SHEET 5. I / BLADE SUCK DETAIL HVF IS VALID FOR ALL BLADE WZ HV C E N T E R M A T E S CENTERMATES APPUCA110N WITH BLADE Ql IaR®aA©'0I r�°A10 •!Da" OR SEE END WALL CONNECTION `v 10•®a"©• ©•®aR EXISTING GLASS DETAILS ON SHEETS 10 & 16 ©•®a©•@-@©@• /B'.o' Q�OSING I 6 1/2• --- -- --7- 2", 3 T(606—TALLOY)ALUM. ---- -- TI SYMMETRYCAL j ANGLE W/(z) 1/4'0 TM•CON t/2' ANCHORS TO CONCRETE I CEN-OCTERMAT C R ATES IN. SEPARATION (TOP/BOTTOM)6 /10.3/4 S.M.s.0 12 ( w i (SEE SCGLASS HEDULE ON (4)/IoAI/2'S.M.S.TO TuaE i I O.C. LLL LENGHT. a[1 4 5LOCK or f1 AT EACH ANGLE.(TYP) /! I �,� . ! �1 * - �?* V SHEET „) I , I — 2' N on of a®eA©•O7 a® 10 .®« J �" ® HVB OUT HVC HVA 10•®°A© ®°R© ®°A °"�°"©•O°"® 10 `®0A EXISTING GLASS r'POURED CONCRETE OR (� , CONCRETE BLOCK WALL © ®aR© 1 a � � _ 1 D•® ©•03 ae ®a+ t REOU)(tE0 ExisT1NGt- ®'®a"�'®°"®'©°" i I IN- —*--— ��•�•0-1 7 •1A \ � I N MIN. SEPARATION GLASS O•®Oe®•®©®BOJ GLASS CENTERMATES* � ©•®q©`�°"O'®°A (SEE TSCH DSLE ON (a5 \ + 1 MIN. \ -_——— — —— * (INTERIOR) O`® ® ®• O SHEET 12 �— — a 9 y OPTIONAL i g a 9• aR i S a g ) SEPARATION !. a• . _____�_ i TO GLASS OPTIONAL (SEE SCHEDULE`\ I N (INTERIOR) 1 - ON SHEET n) I - ----`---i-.--....---- ---------- ._----------'- I OUT __ L-CONCRETE ! VARI S —1 T �.. ANCHORS O c / 7 16'O.C. MVARIES ';_ \i 3 I su.- �UT 6 1/2'MA%. SLACK I OUT NK or (EXTERIOR) HVE `Cl HVF** �I � HVD FF+++++ui" FLORIDA F3UILDING CODE (High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY,INC. p.�. ■A■ BERTHA HVTM Accordion Shutter System L E C 01 N G. Ky. MADE#1 w OR W/O Hy. WNDOW BADE � �� c* American Shutter Systems REV.Na DESCRIPTION DATE ORNRN BY M. TILLIT TESTING ✓k ENGINEERING COMPANY % -�Qp °° 6353 H.W.sem.9.,III* sea,VRGWIA GARDENS,FLORIDA»t Association, Inc. 1 uLo Is-Deo /02/1 GATE: OB/oz/l7 " •• Pb— (305)871-1530.Fa..(305)e71-1331 4268 West Roads Drive y _ ILL' .- 01.1IR•caeoa cam West Palm Beach, FL 33407 DRAWING No Itr``''.• "'•,�I,I EB-0006719 Ph— (800)432-2204 . Far: (561)209-8380 4 17-122 .ty7 V �f WALTER A.TLLIT Jc PE . P.C.�Af.3y��TU 0"ATE FLORIDA Uc.1 44167 _ f 8 SHEET ALTERNATE INSTALLATION W "T" LOCK U. HV MALE FEMALE "T" LOCKS CENTERMATES8' LOCKERS LADE SEE END CONNECTION DETAILS ON SHEETS 10 R 18 INSTALLATION n HV BLADE -u'�"'G GLASS W/ HD CENTERMATES �¢ OUT fFi( IN 70�-DE(DSLACK Ti g,HW.IWACATED ON SHEET B, AS U VERSK FLOATNF.BLALF(D UETNL HCG-HVO O ON THIS SNEEI.WY SE USED WITI MIS ALTERHAil AT HOWN In THIS sH SEE END WALL CONNECTION i DETAILS ON SHEETS 10 k 18 Eoes-T4—T)Kw. TK 4, ( mot W/(a)1/4'r TAPCDI, I a !®� (OPTIONAL) uyl-1 (0►710NK) N,CHORS To cGNCREIE I ----------`----- ------- --- -I-ti --____.----____ _.--___-__--___.- lq/1a1/2'6.MJ:.ro roan 4•s.Ms.•lY ? N.V. ,NIL aFiraMllaN At EADH Rwr,tT+>') 0.c.nu 1FJA'RIT. ©* IN (4)H.v. _ --- IN l4I O HV T" � 14115(1YP.),' , Pws(1YPJ ;/ LOCK (INSIDE) r1/ _ _�/a _z _...__ _-_ "In •s �_. <aN s CDU i 5 lO- va. CJ r� 31 a+®2 31 oa®2 � `31 oe 2 -1/4" 0-20 x 1 1/2" S.S.M.S. �1..;`-3©---- (OPTIONAL) *SEE NOTE 6 FOR HV)ACX®. 0-1. W/ 7/8"0 x 3/32" WINGNUT. (opmO )HDO-HVEI OUT HDC-HVC * SYMMETRICAL HD CENTERMATU -T•Loch,ON SHEET s. ©0 HV '•T" LOCK (OUTSIDE)- � SYMMETRICAL HD CENTERMATES ( ) Q* S W/ s LOCK (EXTERIOR) W_.l�F LOCK (INTERIOR) SEAIES 94H KUYINUM 7�p 2024-13 ALLOY)LARGE FLANGE THIN ®«©•O«® �/•®« SHEET NUTSERT,PLAIT 0 0520. —' 0-0-0- AS AS MAAWACTURED BY AVDEL CHERRY IC""",PARSIPPEN'.NEW JERSEY ©•OO '©«©•OO •®« 07054 OR EOUAL. �f2,•®«©-®«O•®« A '®«® ®«® O«O 1 © *W hurts DN LUCrxKi rima®AHD®10G[s a aHEn s �--� :� ''--0 /�_.�-•1 ##u+nsRaK ruNnnc FuoECD DnwL Im-N.o rs ,1 vAUp FDR Nl CENIEIIWrza MPIMJ.RWs WWN euoFO HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricone Zone 1e� ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM s '. * 1-3 OAS SA Accordion e W OR NDONaf American Shutter Systems REY.No DESCRMTION DATE DRAWN eY: MOL TILLIT TESTING & ENGINEERING COMPANY tea- OF Association, Inc. 1 oLo Ts-oho /02/1 alE: OG/OZ/17 ' 6155 NW.MO,.St..5b.305,VRGWA GARDENS.FLORDA 3316 2 AY Ph—:(305)071-1530.For (305)671-1531 4268 we61 Roods Drive DRAWING No •-mci1 I�N.coeoo1com Went PDIm Beach, FL 33407 y SMS/ Gip 111 Ee-0006719 Fnone: (800)432-2204 . Fax: (561)200-8380 4 17-122 NNl WALTER A.TILW Jr.P.E. s SHEET P. URftl1ATE FLOREM uG. /4416/ 6 9 OF 20 -POURED CONCRETE _ POURED CONCRETE POURED CONCRETE POURED CONCRETE OR - OR CONCRETE OR CONCRETE /�OR CONCRETE CONCRETE BLOCK WALL -- .....__.___._... r BLOCK WALL REQUIRED �----- ----'-` BLOCK WALL REQUIRED __ .. -_.....__._.....' BLOCK WALL REQUIRED / i - REQUIRED / - / EXISTING GLASS ,-EXISTING GLASS ExISTING GLASS CONCRETE ANCHOR-, -EXISTING GLASS T - _ 2'MIN, O 16'O.C. �- _ MIN.SEPARATION - �:-.-2" MIN: -I- _ TO GU55(SEE �I 1 �"i -I--1•�. --i--� MIN.SEPARATION SCHEDULE ON$NEST MIN.SEPARATION MIN.SEPARATION TO GLASS SFE - 11 FOR BLADE(RAND To GIASS(SEE T ' TO GLASS(SEE EQ EO SCHEDULE ONSHEETON SHEET 19 FOR SDEOUIE ON SHEET - 1' SCHMULE ON SHEET 1/18'x3'MAX.-.�` BlADES 1 11 FOR 9ADETjANO F 11 FCA BLADE S ANO (J a(� - 1 I i FOR BLADE THAN) 6063-T6) CONT. ON SHEET 19 FOR U4 SHEET 19 FOR ON SHEET 19 FOR ( ALUM. CLOSER BLADES 3;h O 1/2" (LOCATE AT BIDES(�k(I,a I \ .y r—�KRf BLADES k ETTN R SIDE'� PLATE. (LOCATE 1MIN �.) AT EITHERF SO) MIN \ _� ' ..____—_ I '1/2'MIN. •MUSE 1'OR 2"MAX./10x1/2'S.M.S. ( (AS APPUCABLE)x2'xt/8'x0'-2' /10x1/2' S.M.S� O 16'OC. T/ ' < ALUMINUM CLIP ANGLEly (6083-T6 ALLOY)AT MIDHET11T 0 16'o.a �' 1) R1ox1/2'S.M.S.TO(4)&4- (z)1/4.0 TAPCONS ANCHORS TO rSEE DETAL X FOq;" WALLAT 1'O.C. (LOCATE AT R�/ ,.� �� SIDE CONNECTION �.�OR _� EITHER 9DE OF ) (�O OR (� SEE DE TAL X FOR--� �ORt F..7W TO TRACKS _ SIDE CONNECTION w(y (61.7)-(91-g• 3- SEE GETNL%FOg1 - w 6 7••6'-11 1- TO TRACKS •. w 6 7'w 8-.1 dales -"� ` `M'•l7 0 10 SIDE CONNECTION 01t�2,-`� -Q-J•'4�'- �' 'J .J �•._ 9'•+Uy-I •�w�i•RvID- To TRACKS UO 0-fl, - Q�•q1-�.�,.�-Zw �s;•te'w•�'�9-v.Y3j- M e:-6,a�. }Lw 6'•k�-+�3•�w®.0,. la^_-4-f1l.p - '@_09 w91 s .1dw,ty• @-09 -4. �'Q Q ®'t�3-lJ-r3'�a `•�.(j.D3w .�-(yl.,i3•�^i END CONNECTION DETAIL(j) END CONNECTION DETAIL i2) END CONNECTION DETAIL 3 END CONNECTION DETAIL 4; -..-.. ---- ,-POURED CONCRETE OR EXISTING 4 REQUIRED ONLY FOR SPANS GREATER THIN 12'-0" CONCRETE BLOCK WALL - C ;Q EXISTING GLASS f A'� REQUIRED _ GLASS �Y MIN.SEPAPATIO14 #10x1/2"S-M.sMIN.SEPARATION 2_ -- , TO GLASS(S ; O 16'O.C. TO GLASS(SEE Y f �_. 1 SCHEDULE ON SHEET SCHEDULE ON SHEET D% s ____________ ._ _ ,\6i OR®ORI1110E ,�\ i 11 FOR BLADE J-H% I CONCRETE \ 1/2'MIN. Ii FON BLADE r'A•D -- ON SHEET 19 FOR ANCHOR a-----, _71 _ NSHEBLADES r 19 FOR DFO I Al OR�jjOR(2 vk()5 IR LjZ BLADES!ti&,1]A c 12"D.C. J CONCRETE- ANCHOR EQ r,____ 1 2=MIN.- -— / O.C. .-T Lv✓ i..._ _1 Y MIN_ �- .�• i EO 10 i�RtB)GR-�OR '2'MIN 2•MIN, ♦ SEE uMJ1AT10N5 OF USE FOR ` I BLADE to ON SHEET 19 ��cR(�'ORIL4OR(`3 VIEW Y OR �ly'' PLAN OR 1 Ii OR (iA' .�.:� �, Q. - DETAIL X i- POURED CONCRETE OR - n'z (y-=_,.r-(S Lig•— - --�-- '.°' ' 'B ` - END INSTALLATION CONCRETE BLOCK WALL 101 @-@•qw l�,,•O- .e G•1 �� C7! ICS J)6) 7 Twv•C,�- -1� @a 13 @-v•1- J) HV BLADE OR Al HV WINDOW BLADE INTO •®- 3.4-Ca-C7 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 DETAIL ''6 - FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY,INC. UcFtis-':. -v,' BERTHA HVTM ■■■ ASS A■ Accordion Shutter Stem Hi V. BLADE 1 W/OR W/O HV. W MADE American Shutter Systems REV.N• DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY 7ATE% I sass N.W.3sLn.SI..SL.3os.VIRGINIA cANDENs,iLORDA 3316 Association, Inc. OLD 1s-ofio /oz/1 DATE: 08/02/17 `: •• Y 4268 West Roads On" = I'Mn• (305)071 :Rift .Fox:(3os)BT1-u31 DRAWING No ••., IO ,.' �(. 11 •-mall:uR•c000d.com West Palm Beach, FL JJ407 y ^(s�+�o••••.•••� Hd11 WAAren A.00006712TILLIT P.E. Ph.- (800)432-2204 . Fax: (581)209-8380 4 17-122 `[ i yN /DATE FLORIDA u.. 44167 6 SHEET E F SCHEDULE lY1 SCHEDULE N2 SCHEDULE k3 SCHEDULE N4 *LiOIES (1)L+: MAXIMUM ALLOWABLE SPAN FOR �. .Ace • MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" AXIMUM SHUTTER SPAN*"l+' GIVEN POSITIVE A,S.D. DESIGN PRESSURE 4 SEPARATION TO R O qR k FfTs MAXIMUM SHUTTER SPAN 'L+" OR L-' (ft.) RnnFlc. FOR INSTALLATIONS W l+" OR "L—" (ft.) FOR R L-" (ft.) INSTALLATIONS R '1-" (ft.) INSTALLATIONS ® /„ LGBL L-: MAX.ALLOWABLE-SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO $ or 1 or ja W/ ONE INSTALLATIONS W/ W/ W NEGATIVE AS.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK or® r or HD LOCK W/ EN7 RMAT S. & & W/ TWO HV OR & W/ ONE HV LOCKS THE FIRST 30'-0" ELEVATION OF BUILDING NO LOCKI RODS CENTERMATES & ONE HV LOCK OR OR LOCKS OR TWO OR W/ NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER, W/ ONE HV LOCK 0 W/ TWO LOCKING RODS OR W/ NO OCKING OCKING RODS ® TOP/SOTTO ODS SPAN FOR WALL MOUNTINGS OR RODS ♦ SEE NOTES t." (VALID FOR MOUNTING; FLOOR/CEILING TOP & BOTTOM 4,(SEE NOTES t.tD ( W/ ONE HV LOCK OR Q INS MINIMUM SEPARATION TO GLASS FOR BUILDING, R ♦ SEE NOTES vEASULED ABOVE TOM O ELEVATION OF BUILD NG, t. SHEET 7) GIVEN, POSITIVE A.S.D. DESIGN PRESSOR^ MEASURED AT BOTTOM OF SHUTTER IS 3". MIs D uAaWMIF CONCRETE&WOOD RATING,DETERMINE MAXIMUM SPAN "L+" CONCRETE @WOOD INSTALLATIONS O Aso INSTALLATIONS O AS.D. M.x,uu1F CONCRETE FROM SCHEDULE. As.O. DE5XRI -... DESIG. DEsICN INSTALLATIONS ceslcN INSTALlATI0N5 GIVEN A NEGATIVE A.S.D. DESIGN PF65fuPC FL00R CEILING rRE55uRE WALL MOUNTINGS PRESwpE PRE55WiE FLOOR/CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM IMI'm WALL MOUNTING MOUNTING RAnuc & RAnNG fi nf.) (a.•1J lv.•I) FLOOR/CE61NG MOUNTINGS (R+.I,) FLOOR/CEILING MOUNTING (a•T) OR SPAN "L—"FROM SCHEDULE. MINIMUM SEPARATION TO ASS S FD XF I.oft-X —_ (,OR-) FLOO WALL MOUNTING SHUTTER W Z ONE I O K WITHOUT n^I'I L t (fl) l-(R) If (R) L-(R) L+ (fl l (6) l+ (I) L- L+ (6) L-(fl) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL `.a1UiC RODS 30 13'-2" 16'-0' 13'-2" 16'-0' 30 12'-3" 14'-9" 30 13'-1" 16'-0' 30 13'-2' 16'-0" TO THE MINIMUM DETERMINED SPAN INSTALLATION W BETWEEN "L+"AND "L-". SHUTTER / INSTALLATION W/ 35 12'-8' 14'-ID" 12'-8' 14'-10' 35 11'-9" - 73'-e" 35 12'-7" 15'-7" 35 12'-8" 74'-10' SPAN SYMMETRI AI 40 12'-3' 13'-10` 12'-3` 13'-10' 40 11'-4" 12'-9" 40 _ 12'-2" 15=2" 40 72'-3" 13'-10" (3) PROCEDURE TO DETERMINE MAXIMUM CENTERMATES MMM CENTERMATES 45 11'-11" 13'-1' 11'-it" 13'-1" 45 Ii�_I_-_ 12'-0' 45 11'-9' 14'-3' 45 11'-11' 13'-1' SPAN FOR COMBINATIONS IN BETWEEN 105" 50 il'-7" 12'-5' 11'-7" 12'-5' SO 10'-9" 11'-5" Sp 11'-6'__.. 1S'-7" 50 ii'-7" 12•_5• WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 3 J/6'a 4" 55 11'-4' _11'-10" 11'-4" 11'-10" 55 10'-8" 10'-11" .55 .._i.l'-3` 12'-17` 55 11'-2"_ 71'-10" FOR A GIVEN POSITIVE A.S.D.DESIGN >105'TO MAX. 3 7/Bi 4" 60 It'-1' 11'-4" IV-0' 11'-4` 60 10'-3" 10-5' 80 71'-0" 12'-4" BO 10'-2" t0'-il` PRESSURE RATING: ALLOWED 65 10'-10' 10'-10' 10'—T 10'-10" 65 IO'-0' 1D'-0` 65 10'-9' 11'—it" 85 DETERMINE: s USE 2 1 9'-5` IO'-1' 0+� MAX,SPAN FOR WALL MOUNTING USE RNDIG4T/Ep yALUES FO2"FOR HD LR HJ"CEAfEOR 70 10'-8" 10'-6' 10'-2" 10'-6` 70 9'-8' 9'-8' 70 10'-7" i l'-5" 70 8'-9' 9-4" INSTALLATIONS. 75 10'-7 10'-1' W-10" IO'-1' 75 9'-4` W-4" 75 10'-4" 11'-1' 75 — B•—g• Lz+m MAX. SPAN FOR FLOOR/CEILING MINIM IM SEPARATION TO cc Sc nwF 80 9'-10` 9'-9" W-7' 9'-1o" 80 9'-0' D'-0" SD 10'-0"_ 10'-9" MOUNTING INSTALLATIONS. SETTER W/ONE IDICK d•TWO LOCKING RODS OR 85 9'-6" 9'-6" 9'-3' 9'-6' 85 8'-9' B'-9' _ 85 9'-9" 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWD LOCK'_ 90 W-3`_ 9'-3"_ 9'-0` 9'-3" 90 _ 8'-6` 8'-B' 90 9'-5' 1D'-1" PRESSURE RATING: 95 9'-0" B'-9" B'-9' 9'-D` 95 8'-3' B'-3' 95 9'-2' 9'-10` DETERMINE: SHUTTEk INSTALLATION W/ INSTALLATION W/ LI MAX. SPAN FOR WALL MOUNTING SPAN QPM 100 _ 8'-9" 8'-4` 8'-6` 8'-9• 100 B'-1• 8'-1' _ 100 9'-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES 105 B'-7" 7'-11" B'-4'- 8'-4' 105 7'-I1" 7'-1 105 B'-9' 9'-4" L2 MAX. SPAN FOR FLOOR/CEILING 105" 110 W-4' 7'-7` W-2" 7,-11" 110 7'-8" 7'-7" 110 8'-T19'-2- nMOUNTING INSTALLATIONS. OR LESS 23/4" 3 3/16"-- v MAXIMUM SHUTTERn5 8'-2" T-3" 8'-0" 7'-7" 115 7'-6" T-3" 115 8'-4" SPAN "L+"OR "L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EO >105'TO MAX. 120 8'-0' 6'-11` 7'-10' 7'-4" 120 T-4" 6'-11` 120 B'-2` INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN 'Lt+', "L2+ ALLOWED 31/4 '"' 3 1/4" 125 T-10" 6'-8' T-8' T-0' i 25 T-3" 6'-8' 125 8'-0" SHALL BE LIMITED TO 105 "L1-•AND .LL •YUSE 2 IS/16" FOR HV "T"LOCK 0 W/ 130 T-8 6-5 7'-6" 6'-9" 130 7'-t; F-5" 130 T-10` psL DESIGN LOAD. (4) CO TO ANCHOR SCHEDULE WITH FINAL '*4 USE 4 1/8"FOR HV 'T' LOCK W/ 135 7'-7' 6'--2" 7'-4' 6'-6' 135 6'-i 1` 6'-2` 175 T-9"_ 7'-9• MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. 140 7'-5" 5'-11" 7'-3' W-3` 140 W-10" 5'-11` _140 7'-7" 7'-6• A.S.D. DESIGN PRESSURE RATING TO _ DETERMINE MAXIMUM ANCHOR SPACING, 145 7'-3' V-9" T-1" 6'-0' 145 6'-8" 5'-9" 145 7'-5" -Y-3" INSTALLATION -FMD 150 T-2" 5'-7' 1 7'-0' 5'-10' 150 W-7` - W-7` 150 7A47 155 T-0' W-5' 6'-IO' S'-8" 155 6'-6" S'-5' 155 • W000 CONCRETE&MANSORY I1W 6'-11" 5'-2' W-9` 5'-6" 160 8'-5" 5'-2' 180 t H.V. CORNER CENTERMATE/3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C. D, E, M. N,0, P, 0,R, IBS 6'-10" S'-1" 8'-8" S'-4 165 6'-3" 5'-1' 165 SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S k V• 170 8-9" 4'-11' 6'-7" 5'-2" 170 6'-2" 4'-11' 170 6MANDATORY CONDITION #2 NOTE 15, SHEET 5.t7S 8'-7' 4'-9' -0' 175 6'-1` 4'-9' 173 6FLOOR/CEILING G. H. I, IT + J. T. U. W & X. ._ 1Bo 6'-6' 4'-8' 6'-4" 4'-f0` 180 8'-0" 4'-8` LBO 6'-8" g'-10• EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR'i-"pN0 MAXCIMUM AS.D. MOUNTING _..—_. DESIGN PRESSURE RAZING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE + M. 183 6'-5" 4'-8" 6'-3` 4'-9" 18S S'-i 1" 4'-6' iBS 6'-7` 5'-8" BLOCK SHA1.1 BE UNITED AS FOLLOWS: 190 W-4` 4'-5" 6'-2" 4'-7' 190 5'-10' 4'-5' 190_ 6'-6" 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 p.s.i. O BLADE 195 6'-3" 4'-3" 6'-1" 4'-8" 195 6'-9` 4'-3" 195 8' AND 8'-0" SPAT, 200 8'-2' 4'-2' 6'-O' 4'-S' 200 5'-9" 4'-2' 200 6'-4" 5'-3" SEE MOUNTING ON SHEET 7. 205 6=0' 4'-1" 6'-0" 4'-3' 205 5'-B' 4'-1' 205 FLORIDA BUILDING CODE (High Velocity Hurricone Zone F)F F7 44t11F ER A. r1Z + ®2017 EASTERN METAL SUPPLY, INC. A.S■S.A■ BERTHA HVTM L E C O I IM Accordion Shutter System TIS•_ /* 1 JKIV. BLADE t W OR W/0 H.V. W GLACE 'y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE IXFAWN Br: N.L. SrA7r 5355 N.W.:8M.St.5U.305,vkWINA GARDENS,FLOAN 3315 Association, Inc. OLD 15-060 /02fi DATE: DBlOI/17 Phan.:(3Os)871-1530.Foa:(305)671-1531 4268 Wast Roods DIe—rnoil:til.ccOaol.com Wast POIm Bsaoh, FL 33407DRAWING No �dRIDP:aAc IL` E—o0o8719Phone: (800)432-2204 . FDX: (561)209— 17-122 WALTER ATWTJr.P.E.FLORIDA Tic./44167SHEET I IOF 20 • .11/ .:• :,. •�. .�,� , ,... JI. �' •: •,•Cil' � �. . � . �aammuno0[am®mn"0nnnm n"nn mmmnnnn00m coon®"nnn"n in�mm"nno"mmm"no"n�mm"""n®�0M""""nnnooHHH mm"o""ommm"n"" mm "ommm""ia mm v o 0 000®0 � 3mmonn���mm"""""mm�nnnn"�s """�i�iEzaa KAinn.o�ognnnm© m®m" mm"""""mmm""""" """v mmm""""0 000000® mmm" Ell mm""""®mmm" ""mmmm�M®000�mm" . 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SHUTTER SPAN A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES '"E L^n^ASD A C0°RESPONpiNG MOUNTING TYPE FOR CONCRETE INSULATIONS ' (SEE MOUNTINGS E.G.a H ON SHEL-15 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PWRD cowaR E (A) TO EXISTING POURED CONCRETE:(Min. fc - 3 kai) ALAxfA6L @WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING ANCHORS SPACING END - 1/4'►TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min. Pc - 3 Loi) SPAN - - 1/4"9 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY. (Min.fc- 3 k..) (ry) A.S.O.DESIGN N OA7NE IMO_ 41 A.S.D.DESIGN_NEGATIVE LOAD p_ A.S.O.DESIGN NECATNE LOM • TAPCON WITH ADVANCED - 1/4.9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc- 2 kai) 301 D 40 80 75 90 120 180 205 30 40 60 75 90 120 16p 205 30 - 60 75 90 120 180 205 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY 4 1 10 f 8 e 6 s.s 3 6 9 e 6 /1 1 10 0 0 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. -._ ALL POINTS SOUD-SET Min. fc- 3 kai OR 14 12 10 9 0 t_ 8 6 14 /2 10 9 e 0 8_ 6 11 14 12 to 8 -12 10 -9 e s 6 S BLUE TAP W/CAP NOTES: 14 12 10 9 0 ! 0 7 14 t2 10 9V a 0 a e 6 114 4 12 10 9 0 0 0 6 TAPPER+ Al,MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER.ANCHORS IS 14 11 10 9 6 7 S.5 3A 14 12 10 6 8 e e 6 14 12 t0 9 8 t 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS 6 1 1/2'. _ _ 14 12 10 9 e a e SA A.2)MINIMUM EMBEDMENT OF 1/4"9 x 3/1'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE. NO EMBEDMENT 4'-0" -- "- - _ INTO STUCCO SHALL BE PERMITTED 1/4'0-20 5 S MACHINE SCREW USED SHALL BE 1 / LONG MINIMUM SHOULD STUCCO EXIST D 14 11 10 0 0 0 a 4 11 /2 10 9 0 a 6 {.5 11 12 t0 9 0 6 { 3.5 T1 2' AN 14 12 10 0 8 0 6 1.3 IA 12 10 9 8 8 6 S.8 14 12 t0 0 9 0 6 4A a SFE UMILATIONS GF USE FqR 1•MINIMUM FOR WALLS WITH NO STUCCO. 4 11 10 0 7A 3.3 JA - 14 12 f0 9 8 0 6 11 I1 10 9 0 7 3.3 4 ttuOE:1�T s1EE7 t9 _ _ _ _ _ _ - - - - - - 14 12 10 9 a a 6 4.5 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALT. OR FLOOR 5_0 14 12 10 0 0 7 1 - 1/ 12 10 9 0 6.5 S 7.3 14 11 10 0 6.5 5 3.3 S ANCHORS SHALL BE LONG ENOUGII TO REACH THE MNN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 6 7A 4.3 - 1{ 12 10 9 0 6 a 1.5 14 12 10 9 B 6 43 .73 NOTES A.1)k A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 /2 9A 7.6 6A 4A - - /4 17 10 9 0 7.5 5.S a /{ 12 10 0 8 6 4.5 S.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. _ _ _ - 14 12 10.9 0 6.5 5 3_5 6'-0" - - 10 0 7.5 5.5 ] _.w_ 14 12 10 BA 7 5A 4 3 /4 12 a 6.6 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 11 10 9 e 6 - - 14 12 10 9 0 8.0 S 7.75 1{ 12 10 8.5 a 5 4 - - 1/4Y TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BLALDEX. 14 11 8 6.6 5.S S - - 14 12 10 0 a 6A 4.5 3.5 14 12 f0 8 7 S 3. 3 - 1/4'9 x 3/4`AL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT 6:SPECIALTY COMPANY. - - - - - - - 14 12 10 0 7.S 6A 4 3 - 1/4'0 BLUE TPP CONCRETE ANCHORS W/CAP AS MANUFACTURED 9Y FLORIDA FASTENERS DIRECT,INC. 7'-0' '14 11 to 0 6A 4 - - 14 12 91 7.5 6 aA 3.5 - 14 10.5 7 5.3 4A 3.5 - - - 1/4"o TAPPER. ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT @ SPECIALTY 14 1Z 10 as 7 ♦ - 14 12 t0- 0 14 12 9 7 7A 4.5 - - COMPANY OR AN OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS/SSOCMTIOK INC. l4 Il 7 Lb 4A - - - 14 12 f0 9 73 S.S 4 - 14 12 0 7 8 4.S ] - NOTES: _ _ _ _ _ _ _ _ _ - - _ _ - - 14 12 10 a 6.5 5 3.3_ B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 8'-0" 14 11 eA 7 a.S S - - /4 12 5 6A 5.5 4 3 - 1.5 9.5 6 5 1 3 - - 1♦ 11 9.5 7.5 6 - 14 12 9.5 ! a.5 S - - 14 12 8 e 6.5 4 - - ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS V. 17 0. 6�64 - - - 14 12 t0 a as 6 - - 14 12 6 0.5 B.2)MINIMUM EMBEDMENT OF 1/4'9 . 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO _ _ _ _ - - N 12 03 7 6A 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. t/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.6 7 - - - 14 - 7 - 5 3.5 - - 1 t 0 SA 1.5 J.5 - - - 14 12 - - 14 11 a.S 7 6.S 4 - - 11 103 7 5.5 8 4A - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1fA a.6 4 - - - - 14 12 9 7 6 4A _ 1a 11 7 5.5 4.5 3.5 - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, _ _ --' - 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 LOS 7 5 15 - - 13 9A 6.5 5 4 3 - - 10 7.5 3 { 3 - - - NOTES 0.1)k 8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR ETES WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 74 11 7.5 SA - - 14 11.5 9 6 S 4 - - 2A 0.5 6 S 4 4 - - FOR INSTALLATION LIVID EIFS WITH METAL STUDS SEE SHEET 20. 0.3 a S - - - - - 14 12 6 6A 5.S 4 - - 13 to 6.5 S 4 3 - - _ _ - - 14 10.5 7 5.5 4.5 3A - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2A 9•S a - - - - - 12 9 6 1.5 4 3 - - 0 7 4.5 3.5 3 - - - -11 1D 7 - - 14 TOS 7 5.514.51 6A 5.5 4A .73 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.6 1.5 - - - - - 14 II.S 7.5 6 S - - 12 t 6 4.5 MUM TANCE VERSUS SPACING SCHEDULE FOR ANCHORS: _ _ _ I3 10 69 5 a - - - 12'0" 1.5 8.5 4.D - I1 a SA_ { 3A - - a 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE 13 9A 0.5 b t - - - OA 0 6 1 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. SA 0.S 8 - - - - REDUCED SPACING OBTAINED USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 0 6A _ _ _ - - - 14 0. 7 i {3 - - - Il aA SE 4A 73 - - _ - _ _ 12 9 6 4,b (ACTOR 13'-0" - to 7.S S 4 7 - - - 7.5 53 + ! - - - - ACTUAL APCON w/ADVANCED 71NREADFORM TECH TAPPER + 2s a.5 - - - - - - 12 9 e 4.6 1 - - - 9s 7 5 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W/CAP V LADE OR DICTANCE MIN SPACING MIN.SPACING S - - - - 0.5 7.3 3 { - - - - E.O. 3' 4' MIN. SPACING -3 1/2' MIN.SPACING- 3` 3 3/4' 4' lA'-0' f0 7.a - - - - - - 0 7 4.S 7A - - - - 7 S 4. It- ] - - - - TZ/ POUND OOTICRETE OONOEYE BLOCK POURED CONCRETE a POURED CONCRETE A pq�D Dp�ECONCRETE gM 1.5 a - - - - - - 11 0 5.5 4A - - - - a 8.5 4.5 - - - - MN ED.•3 1/Y IIA ED•2 1/1' CONCRETE 3BlDCK CONCRETE BLOCK MN ED.3 I/2' MN ED.2 1 BY WINDOW a - - - - - 9.5 7 4.3 - - - - - 90 10 0.84 IA - - BLADE WORKING 1 o. D.7 1.0 15'-D' 6.5 s.a 4 - - - - - s.a s 3' - - - - - _ .-- --------- IN UNISON ♦ 1 z' o.e1 0 o.e7 1.0 /o - - - - - - - 73 a s - - - - - as a 1 - - - - - 0.71 - - 0.31_ _ 9 1 - - - - - [T2 ]/4• 0.91 _ - - 0.43n.A�..'lDz5 5 - - - - 11 _.- - - - --- 0.]S 16'-0" 8 - - - - s 6 4 - - - - 6 4.S 3 - - - - - - - - - ae _ - s 6 4 - - - - FLORIDA BUILDING CODE (High VelocityHurricane Zone LYi (1 NJ- �- 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM see see ECO 1N1:. A.S.S.A, Accordion Shutter System a�qy� r H.V. BLADE y1 W/OR W/O FIV.W Bt" American Shutter Systems RN.N. DESCRIPTION DATE OPWIN BY; M.L. 7f i�•; TILLIT TESTING k ENGINEERING COMPANY 6]55 . Association, Inc. I OLD 15-080 /02/1 DATE: 08/02/17 STATE til' V�At NW3618.51..54.305,NRGN4 GNDENS.RORWA 1!t phone (303)871-1530 F..:(305)871-1531 4268 Wase Ra00a Drive ! DRAWING NO 0 AC' AA .-m.iL Dnecoo.m.com Weal Palm Beach, FL 33407 3 �`A'•.I ORIOP•' a`�.�tA EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 / 17-122 [ c..t. 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FLofhoA U..#44167 oho MAXIMUM DESIGN PRESSUREATR INC (A,;=() AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) S H(_FDIC F FOR S`:4!TTER SPAN. NEGATIVE A.S.D. D SIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS to& 17). !EEE; U B TRATE SOUTHERN PINE NE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE RR SOUTH o. SPRUCE PINE SPRUCE I 1/2" MIN. CDX D2pUGtgSNFIR w%5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD LAIN. G-0.50 W/ MIN. G-0.43 W MIN. 660.36 sv..(n) CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R FLOOR WW&MOUNTINGS M. 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I.ANCHORS TO WALL.FLOOR OR SOUO WOOD SOFM SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4'e TAPCON ANCHORS.AS MANUFACTURED BY LT.W BULDEX W/MINIMUM EMBEDMENT AS INDICATED A7 -DOUGLAS FIR W/G-0.50(N.D.$.) EACH SECTION ON SHEETS I6&17. -SPRUCE PINE FIR NORTH W/G-O.{3(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FlR SOUTH W/00.36(N.D.S.) -MIN. i/2'COX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SMALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE .ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone .II`R ®2017 EASTERN METAL SUPPLY, INC.A BERTHA HVTM............ Accordion Shutter System mL 4� A.S.S■A■ KV. aJDE T w/OR w/0 RV. YBLADE-67 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No 0E7CRIFTION DATE -BY: M.L ' 0355 N.W.]alb.St.,SM.305.NRONM GARDENS.FLORIN 3516 Association, Inc. I OLD 15-060 /02/17 DATE: 06/02/17 Phone 4268 West Roads Unve 2 DRAWING NO (305)871-1530.Fas:(305)871--1531 Weat Palm Beach, FL 33{0) • \ •-moil:U"C'eoel.com 3 1\\ EB-0006718 Phone: (800)432-2204 . Fox: (361)209-8380 4 17-122 �s AA WALTER A TILLIT Jr.P.E. 5 SHEET P.�Sj�(jg/yCutlTli!/AA}� FLORIDA uc.(441a7 6 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES (AS APPLICABLE) u"v SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HY BLADE n ONLY SHALL BE LIMITED0 .0 sf. A.S.D. DESIGN RE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. -- •- - —1/4.0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1) & I& WORKING IN UNISON - j THREADFORM TECHNOLOGY _. -_.-1/4'4 TAPCON WITH ADVANCED W/ 1 1/2'Min.PENETRATION THREADFORM TECHNOLOGY —F -- -- --- - !— OF THREADED AREA TO EXISTING WOOD HEADER. - W/ 1 1/2'Min. PENETRATION OR R`j* (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO ti �7 EXISTING WOOD HEADER. ( MW.SEPARATION ,( (SEE SCHEDULE ON SHEET 15) TO GLASS(YF OR(q1' 4-20x3/4'S.S. MACHINE SCREWS EXISTING YbR .■, '1 I I T<t1�tWAt111 _-M1 \Z"JOR� £ EQ- W/ 1/4'-20 NUTS O 12'O.C. GLASS--IS':)!�"'� (Y1 f®Al T OR WALL t"J1© g FIN!SH� I 1 —fI SH i3 Z� _ ,.._-OPTIONAL •r •.{ --r . .. _..WALL i EXISttNG MIN, 1 1 FINISH ' \ 2'.4"WOOD -,(DOR ®• EXISTING MIN. HEADER REQUIRED - 2`x4`WOOD LP.L_ '`j —1/4'4 TAKON WITH ADVANCED 1 L HEADER REWIRED ' THRFADFORM TECHNOLOGY EXISTRIG MIN SEPARATION 1 A 1 W/ 1 1/2'Mia PENETRATION G1A55--� TO GLA55(SEE ! I MIN.SEPARATION 2"x4`CONT SILL OF THREADED AREA O SDIEDJlE ON ( TO GLA55 - PLATE REO'D �,— - - MIDWIDTH OF WOOD PLATE. Il FOR BWES?MO EXISTING 3-` (SEE SCHEDULE -I (SEE SCHEDULE ON SHEET 15) ON SHEE7-191 FSR I GLASS—, ON SHEET I t) I v/T L h I 1 • —__.__......_ __. ..-T....... OM BY WALL HEADER INSTALLATION j HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION _�.... ..... .. __ ... MIN. SEPARATION MW.SEPARATION I TO GLASS EXISTING -T--. ...._ t TO GLASS GLASS--;, MIN.SEPARATION i ^^ (•. _(SEE SCHEDULE— I ._. I- - ..-.__ ..__(SEE SCHEDULE--. TO GLASS lD EXISTING .I I EXISTING ON SHEET 11) e Z 2"4'CONT. (SEE SCHEDULE. i GLASS-,I ON SHEET 11) a GLASS WOOD PLATE ON SHEET 11) _n (r■j 1/4'4-20.3/4"5.S. REO'D.-1 u 1/4'4-20x314`S.Si ■ \ MACHINE SCREWS ,I MACHINE SCREWS W A USING 1 4`-20 NUTS M 1/4`-20 NUTS O O 12 OC WALL 12'O.C. --I 1 FIWSH j I I'I I , t oR 1 I 1J@ ORO © ®\ (�ORa 2'.4'CONT - 1 �--©OR WOOD PU7E -EQ EO-� ph � lU1t i REO'D. —1' _1/40 TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY j �.1/4.0 TAPCON WITH ADVANCED I —1/4`4 FORM WITH ADVANCED 1 " W/ I/2`4in. PENETRATION OF / { THREAOFORM TECHNOLOGY THRFAOFORM TECHNOLOGY THREADED AREA INTO PlYW000. ` W/ 1/2'Min.PENETRATXON OF i�-SEE SHEET 4 FOR TYPICAL ),2'x4'CONT W/ 1 THREADED Min.PENETRATION (SFE SCHEDULE ON SHEET 15) THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. -'SILL PLATE MI THREADED AREA O ';,1 REO'D. _WALL NIDWIDTH OF WOOD PLATE. ' " - (SEE SCHEDULE ON SHEET ) - QIN OBE I EXISTING MIN.2".4'STUDS IS 2 COMBINEDWA _ I ` FINISH (SEE SCHEDULE ON SHEET 15) _! I -1/2'MIN.COX PLYWOOD HEO'D. O 16'O.C. MAX REO'O. - SUIT ANY INSTALLATION. PLYW000 TO BE ATTACHED TO 1/2'MIN.CD%''. '-WALL FINISH _EXISTING MIN. 2'x4-STUDS O I6'0.0.MAX. REO'D. STUDS IN ACCORDPNCE WITH PLYWOOD Rro'D. �,d,V WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UMJTATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. BLADE i1A`,ON SHEET 19 (P)HV WALL SILL INSTALLATION SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY,INC. ��CENS`:%T��� BERTHA HVTM 11 L �-qo -�-c A■S■S■A■ Accordion Shutter System H v. KAM#1 W/oR W/O Kv. WNDOW a" American Shutter Systems RE'V.No DESCRIPTION DATE DRAWN BY: M.L. „�'• j� �� f,* TICCIT TESTING & ENGINEERING COMPANY As OCIatIOn, Inc. I PLD 15-0e0 /02/1 DATE: 0e/02/17 .�{ •`' {' 8353 N.W.3Etn.SL.Su.303,VRNiY1M GARDENS,FLORM 331 r \A Phone (305)971-1530.Fa.:(305)371-1531 x268 weal RooOe Drive 3 DRAWING No West Palm Beach, FL 33407 R •-mal: OOD6Oaol.com 3 �3 iC�•.,,•.........•••r��1t1 EB-0006719 Si5'�O �v 111L WALTER A nwT Jr.P.E. On4 (800)432-2204 FON: (561)209-8380 4 17-122 P.E'SEA,LURQ%DATE FLORIDA ux. 44137 3 SHEET I 0F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & gA HV♦ BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHE UL-12-FID R MAX SPAN & -WALL FINISH A.S.D. DESIGN PRESSU "'. r-1/ RE RATING FOR INSTALLATION WITH BLADE1 A WORKING IN UNISON ��`" �' "0 I ADVANCED4 THREADTAPCON WITH FORM ^EO- EO 2'MIN. TECHNOLOGY W 1 1 2"Min. 4'x8`(Min.) EXISTRIO - ..— '—'1 fl PENETRATION OF THREADED WOOD BEAM REWIRED. _ — -'— EDGE(If APPLICABLE) - f AREA TO EXISTING WOOD STRUCTURAL ADEQUACY j^ --+---- --v— HEADER. OF EXISTING WOOD BEAM 1/4'0-20x3/a•S.S. TO BE CERTIFIED BY — _ w(SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD •.—: -- -- -.-.__ EXISTING WOOD i1"Mm' _=HINELIS SCREWS REGISTERED ENGINEER OR 0 E r-=- - -�__ TRUSSES OR crtirnrttu w/ 1/a-za NUTS _ 1 19 ._-EO+EO AR PRIOR TO 1/2' SHUTTER INSTALLATION. _ 1/2' / RAFTER O 24' O 12.O.C. • �— - -- O.C.REWIRED 1/4'0 TAPCON WITH-` 1,3U111 �r� I 1�OR 1 ADVANCED THREADFORM _i- \JI TECHNOLOGY w/ 1 1/2'Min. J I _ EXISTING SOFFIT '257' PENETRATION OF THREADED 3/4"Mox.THK Mox. AREA TO EXISTING WOOD B -ED EO N74x3/4' EO- -EO I 1•x4'x1/8"CONT.ALUM.TUBE t "-OPTIONAL :� � � (SEE SCHEDULE ON SHEET 15) � SMS OC I, I (808]-T6 ALLOY)W/ O 6" 11 Or ©Or Q (3)5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. 1$ I I I� LOCATE LAG SCREWS AT CHEADEEXISTING MRS 2'z4" 1 .�. MIOWIDTH OF EXISTING WOOD EXISTING HEADER REO'0 MIN.SEPARATION I OPEN HOLE AT EACH-% MEMBER,(2'Min.NOMINAL MOTH) CLASS tI• TO GLASS -...-. I ! I STUD TO ACCEPT -T •Min. PENETRATION OF r ....._-(SEE SCHEDULE ON SHEET IQ EXISTING GLASS= I' I 5/16"0 LAG SCREW :. TREADED AREA.VALID FOR ( A7 CENTER OF TUBE. MAX.INSTALLATIONS D. DES GN LOADANDuN.sEPwAnGn f t • 9'-0"MAX. SPAN.THIS v vFOR rnL Toi 't� INSTALLATION IS ONLY VALID Q HV WALL HEADER INSTALLATION Od 4EEgT�r AANa EXISTING 93extcas+E `I I FOR WOOD W/MIN.SPECIFIC dA7E5,j,e e� ' ' GLA55-y la t9 RSp 7 ) OR ♦ FIR OR OUTHERN PINE o.2, GRAVITY OF 0,50 AS DOUGLAS tiQTE$. — --(DOR®♦ IL•LIFS 1 t to I ® OR EQUAL. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. -- II J„1 2-MOUNTING SECTIONS CAN BE COMBINED -IN AM WAY TO SUIT ANY INSTALLATION. T HV CEILING INSTALLATION U HV CEILING INSTALLATION t MIN.SEPARATION -f SSTO U`SON(9-- I I -�/OR ® MIN.TOGLASSSEPARATION ' TO GLASS ... I N FOR 9lDE 1^ I 1 EXISTING I a seE:r 10 i5p Lei --I(SEE SCHEDULE EXISTING (SEE SCHEDULE ON SHEET 11) (' GLASS\ j gA116.�`0© ON SHEET 11) CUSS A .. 1 Y \ I l Y I ' • 1 ALTERNATES WALL _� ' 'LOCAOCXJ EXISTING GLASS 1 M FlNISM,` I;I 3/a`u1N GLASS Yx6 MIN.W000 IJ 1/4-, 810x3/4'HEX Mox. O O 3/e9 u1c WASHER HEAD TEX -DECK REQUIRED � - 2'x6”MIN WOOD- SCREWS O 12'a.c (NO FINISH ALLOWED) ED oTIT DECK REQUIRED(NO -- - ` ORO FINISH ALLOWED) - - --- ---- --- E OF DECK 1 _ J ---'T��-- 'T%2• 't•• .['. IF APPLICABLE ' 1f •-Eq--E0-5' 1/4"0-20x3/4•S.S. EDGE Of DECK 0, •�� I ` 1/4'0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE �� 1, E - __ _ 1/4.0 F.H.TAPCON WITH ADVANCED THREADFOI Min. MACHINE SCREWS _._— LEDGE r ^. ADVANCED THREADFORM i TECHNOLOGY W/ 1 1/2"Min W/ 1/4"-20 HUTS 2' -�—".2 MIN. OF f-�'= ,' _ ....... TECHNOLOGY W/ I 1/2"Min. 2•x4'COM. PENETRATION OF THREADED O 12'O.C. ""— _�.•c -..... DECK IF PENETRATION OF THREADED SILL PLATE AREA O MIDWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY- 1 APPLICABLE --2'MIN.�I AREA O MIDWIDTH OF WOOD RE0p. PLATE. W/ 1 1/2•Min.PENETRATION OF THREADED AREA INTO WOOD DECK. PLATE. I 'p 1J1 (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15) ♦ SEE LIM0A7KXI5 OF USE OF (SEF.SCHEDULE ON SHEET 15) BLADE;S�tON SHEET 1a X HV WALK—OVER INSTALLeTION V- HV WALL SILL INSTALLATION WiBV FLOOR INSTALLATION FLORIDA BUILDING CGDE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY, INC. ! l 1, ,a1 gyp' ;;;c N T��z IERTHA HVTM TILIE C O INC.LNCA.S.S.A■ Accordion Shutter System N.v. BLADE#1 W/ W/o N.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems pEV.No DESCRIPTION DATE DRAWN �Q QT 65W N.W.MW St.,SN 305,VRGI"GARDENS,FLORIDA 3316t Association, Inc. t OLD 15-080 /02/1 BATE: 08/02/17 Phon4 (305)871-1530.Fu.:(305)871-1531 4268 West ROads Drive 2 ��.••.,rc� p 1�P L4 e-mail: tilt-d acorn West P.Inn Beach, FL 33407 DRAWING No • ORIV �/ A! ES-0006719 3 e, ••-•••"�,r:\� WALTER A.TLLIT Jr.P.E. Phone: (800)432-2204 4 fox: (561)209-8380 @A T,t1 FLORIDA LIC.111 44167 7-122 _ 22 5 S EET 6 17 OF 20 END INSTALLATIONS J) HV & (TAI HV♦ BLADES INTO 2"x4" MIN WOOD STUDS 2'v4'MIN. WOOD STUDS_ - 1/4'e TAPCON WIT11 ' AS APP LICAO \ \ /I' nDVANCEP THREADFORM\\( 2`v{"MIN.'y TECHNOLOGY TIN'BUILDER \ 2'v4'MIN.WOOD/ I ANCHORS 0 6.O.C. \ STUDS REO'D. /_ 2•x4'MIN WOOD I\ / (ASA STUDS. W/1 1/2'MIN THREADED ! / STUDI REO'D. )\ / \ (AS AWOODPPl1CAeLE) if FINISH•, PENETRATION IMO STUDS OR /y I W/WN. 1/2•THREADED EXISTING GLASS-\••, PENETRATION TO 1/2'COX �.' •� �.. \ / rs / \ I l'! PLYWOOD IF NO SKIDS EXIST. � / i EXISTING GLASS i -EXISTING GLASS EXISTING GLASS TIN SfPARATIOI - -- _! \ - - I PL 1/2'WIN.COX i f0 OLASS(SEE ... 1/2'Mw COX ._...... - - -- / \ .. MN. LASS(SEE MN. ASSSEPA(SEE _ MN�NNIXXI Si FOR TRADE MDLLE O1 SIERT PLYWOOD. E GTE O(SFE 10 QA4 1/2'MW.CD% TO Q/65(SfE 10N SHEET IYIY Nt : �( 1/i b'v3' .�` WALK' SCHEDULE W SIYEI 6CHED E ONSHEETPLYWOOD. SOEDLIE ON SHIFT BINS ID 0 -lJ (6063-Te)COM. fRllSll L I/z'MN,cox 11 FOR HIDE:T NO 11 FOR BIJOE TjAHD 1 2 11 FOR OAOE Aro �� I ALUM.CLOSER PLYWOOD.. ON SIERT Ie fOR 0 SIERT 19 FOR / i �: 1 2'WN. PLATE.(LOCATE 1/2•, �T)0 WAIL_ I ! SAGES ei 8 A7� ON S14E'f IY FD't AT EITHER SIDE MN FINISH / DAM I&a lOvl YWwM QIP - ' 016 O.C. / /2'S.N.S. ' 016 O.C. f11 1/1 1srs.ro(•) -�_,.: a(2�, AxcNF RT ---- �4•-- mNFinrc�u NWAxcm 4j1OR�� SFE OEM..FOIL (v OROR�ji`• iLw.rt.rl mlmi`ua arQi 1 i I it on OR;j/jy / SIF.E CONWECTroN SEE DETAIL x FOR--' .I OR a;' TO TRACKS r` l'^s, SEE CONNECTION gymm• Q J Q .�a,+D• - SIDE CONNECTION TO TRACKS J v C�'Q�'•4 - a IN I3 (a�> T3. _ .Q .•.y.s Z,•pa To TRACKS ✓,r 0i-G•G•�- :.11 nuwS3 -914:0.C11a^e.�ra CG-C7 !$rte - (s.` V.C61.L, ©C -Cs� ©- @ 0.@-O. END CONNECTION DETAIL IT END CONNECTION DETAIL t8; END CONNECTION DETAIL'S! END CONNECTION DETAIL �Q EXISTING E%ISRNG'GLASS ^I/4"e TAPCON WITH 1/461 TAPCON WITH v --�5 •REOURED ONLY FOR SPNIS GREATER TNN IY-0• (ADVANCED THREADFKD ADVANCED THREMfORM •� j• ANCHORS W/ Rw 9UILOE. TECNNOLOGY IOW BUILOEII --"'L•-"'—/ i I THREADS W/i 1/2'Mel. AtMHORS W/'1 1/Y MIN. f 2`x4'MIN.WOOQ.., THREADED PENETRATION THREADED PEN6�.T.N Ie11 SEIiYWION SilA15 REO'0. ', IMp STUDS 0 12`O.C. INTO STUDS 0 12"O.C. ' (!10x1/2'SY.S. uN.SF.PARNIQI ♦ SEE LIMITATIONS OF USE OF TO aASS(SEE 016 O.C. , TO QASS(SEE _ CFJMGa a CH SI ro I1-/•2'MIN. 1' Eras 4. ,4- BLADE(1_k ON SHEET 19 ON SHEET 19 FOR '—[T--'i- ON SIM 19 FOR LEADLsO':RSg = i •\ --___ i — �KI JGRClf aR ,,f�ly� , DR`s4 �. I \ ' IMr+ \ / (.AOR :'44/-x' . I _ F a�a:�•�af�ai.vp:.4.'- WNL FINISH 2'x4'NN.wooD WNL 1 .a�ya(f•(7larSj.:;L�'. '- Il`?Oaf:P 'JR VIEW Y / - L '-'C,j•'�- , a STUDS REDO. - FINISH �`Q•�:oj.f.a:1'�;•�a 0. 44.a END CONNECTION DETAIL 11 END ��f�� 2TI0N DETAIL 2, DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane zone 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM IL E C y Accordion Shutter SystemNA.S.S.A. H V. BLADE(t1 W/OR w/0 H.V. WNDOW BLADE American Shutter Systems REV.Na OE$CRIPTON DATE DRAWN eY: M.L. -p S [� 1 TICCIT TESTING # ENGINEERING COMPANY } y '•.• •�OF c i 6355 Nw.36th.SL.Swr.3W.'NIGINM GOWENS.FLORDA 3316 Associations Inc. I OLD 15-0110 /O2/1 GATE: 08!02/17 \\ Phone:(303)871-1330.Fav:(308)871-1531 4268 West Roods Drive •. ORIS 6 \\ a-mom NA.0 Gool— West Polm Beach. FL 33407 y DRAWING No ,�s� •"• \Z�11\ E6-5056719 Phone: (800)432-2204 . rax: (561)209-8380 { 7-1'22 •� }i WALTER A.TILLIT Jr.P.E. ( ) P.E:$ �Nf@E�DATE FLORIDA Lie.N 4{167 5 SHEET 1 0 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (' HV ALADIF ACCORDION SHUTTER tfM WORKING IN JoKis�L 73'i�� • -7 M 0 1 U 1. MAX.A.S.D. DESIGN PRESSURE RATING: r 110, - 110 P.4.f. A D 1\ �51'i 2.MAK. SHUTTER SPAN: 96 3.ALLOWED MOUNTINGS:A D.G h H ON SHEETS B.7:AS WELL AS uOUNRNCS M, 0,7,U 6:W ON SHEETS 16 4: 17. 1 ONLY CENIERMATES 241�7(BOTH w/(114 OR AYO ARE ALLOWED WITH�1 ARRRAAI��FJCS5JJLED IN A SYM OR OPPO NC LAYOUT.IN CASE OF OPP NC �+ C I UT.UTE.MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 5 0u4 'E'Joll�l✓ !06 � ER 5.(A)HV WIDOW BLADE 1O SHALL ONLY ALLOW A MAXIMUM OF S OPENINGS :1 Olaf 1` %7 (3Y HOLES)FOR O4 PER BLADE AT SPACINGS SHOWN ON SHEET 4. TYP. EA.ENO (B)MIX. CLEARANCE FROM TOP OR BOTTOM EDGE OF ITV WINDOW BLADE OF ANY 3'0 HOLE FOR H SHALT.BE 12'. MAX. 5 WINDOW" - (C)FIRST OR L/�T BLADE COILING OUT FROM STARTERS AT ENDS MAY BE HV ALLOWED AT NV gi ('� WINDOW GIME I� WINDOW BLADE (0)HV WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLID HV BLADEOI THROUGHOUT SHUTTER'S WIDTH. (E)CVT RMATES SHALE ALWAYS 6E INSTALLED ADJACENT TO A SOLID IN 3 �L BLADEI EFT SIDE OF THEM a=�s (F)POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED 50 T TABS FACE T �3 THE INTERIOR OF THE OPENING 8 PROTECTED.HV NINDOW MUST BE SEE END ONLY INSTALLED AND LOCKED USING A HV SETTING TOM PROM D BY ASSA, CONNECTION IN $� INC. OETALS ON SHEETS 10 6: 1B 7YP. SER e. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEIGHT. - ; BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1-Ai 41 �� 1 k 2 ABOVE). rw P 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 7 8 2 ABOVE). _ 8. MINIMUM SEPARATION TO GLASS SCHEDULE J(SEE PLAN FOR REQUIREMENTS) SHUTTER SPAN /' �! I MWIMUN SEPARATION TO GLASS D H 33 TW TOP k BOTTOM .tl ..UNLIMITED WIDTH-- - --- v- 98•Max. 5• ELEVATION MN.SEPARAUCIN TO GV55 EXISTING GLASS-. ;(SEE SCHEDULE ON SHEET 12 HIR SLOE{� --��y i AA ON THS 911ET FOR aADEs 111 _ --L----_-----i-C�----_ --�J---��---- -- --- ----- - --------------- AT 14§( �r�`�• AITERN PPO (C GENTERMATES;24'22 W EXTERIOR ONLY) f �'"• T" "' \� __j ��t AND W1� OR ��(SEE NOTE 4 ABOVE) •�' TMP. SYTUA IRICAL,.,,CENTERMATES i211 U W/'.24 OR-B,ANO - W/0•'SS(5E�NOTE 4 ABOVE) TYPICAL 1 HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A' SHUTTER* Td '5uAii FLORIDA BUILDING CODE (High Velocity Hurricane Zone / " ®2011 EASTERN METAL SUPPLY, INC. BERTHA HVTM L -- A S S A Accordion Shutter System ECO I N c. . . . • H.V. BLADE1 W/GR W/0 FEV. WINDOW BLADE American Shutter Systems NEVA. OESOINPrWX DATE DRAWN BY. M.L TILLIT TESTING k ENGINEERING COMPANY STATE OF0755 NW.36th.SU,su 305.NRGwM WAOENs.FLORMA 3310 Association, Inc. o D is-o9O /o2/t DATE: a/07/17 S Pnan4 (705)871-1530.F6a (305)871-1531 DRAWING No •�tA x:un.00eaoLa«a Wa4268st PolWet Roads Drive m Beach. FL 73407 3 a`4L,3 a-maES-0006719 Phone: (800)432-2204 Fox: (561)208-8380 4 17-122 • is 1L WALTER LL/ E E FLORIDA Lic44167S SHEET 19 OF 20 P`hr�FX)eEewwDIIT 6 ,.REQUIRED MINIMUM VARIES INSTALLATIONS W Z HV BLADE & HV CENTERMATES 2�1 2.000"Max.r ,,,,REQUIRED 1 1/2"x 0.035"THICK -- - Min.ASTM A-653 GRADE 40 2"Max.� I ' Min. G-60 GALV,STEEL w 43b INTO METAL STUD WALLS * � o-De3• „I— METAL STUDS AT 16.O.C. y 1 e 5 O.C. 40 41 e.ao 1/2" / 475.. �w SV' , 3 * — _ — � i/4"e NOMINAL -�, .-._: �li� ALUMINUM SLEEVE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L1 3UIREQ MINIMUM f Min. I I Ni SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4"x 6 1/4'.0.035'THICK Min.i 43C r O 8"O.C.^�..__- Q CONS.GALV.STEEL TRACK CHANNEL,I �, 1'_-.....� SEPARATION TO GLASS SCHFf11)LE N _ _ 3.000" ASTM A-651 GRADE 40 Min 0-60 I o 6"G.C./ 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 s.f. 1tp" — GALVANIZEO FASTENED TO$NDS I EXISTING FINISH ��'TTTT[T[[G�� P' �Ilym mnwrmrm t W/(2)/6x1/T TER SCREWS ON I LAS APPLICABLE jt(1 N MINIMUM "'••-"'""'�""""""7 INTERIOR i EXTERIOR FACE I 31 I s1 2. MAX. SHUTTER SPAN: 84" SEPARATION EXISTING GLASS MIN. SEPARATION TO GLASS t.{•I w 43° LENGTH + 1 M (- I 4- TO CLASS (SEE SCHEDULE) X 3. ALLOWED MOUNTING: ON THIS SHEET. -�J ® t f 4"0-20X3" BOLT I m (�') G 4. ONLY ENTERMATE 21 W/(2.)HV LOCK ARE ALLOWED 3 1/4 MUST PENETRATE 43c t" EXISTING FINISH m i AS Z45 WITH 21 AR GED A METRICAL LAYOUT. rRQUaKE41NIMUNO BO.C. 1 '/4"x 6 1/4"x 0.035"THICK Min.I USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373" CONT.GALV.STEELGRAD TRACK cNANNEL.I 43c INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OFASTMA-653 GRADE 40Yin.C-60 C w%AMZED FASTENED EN SCREWMU5S ON , ` 11 O 6"oc. i CENTERMATE. In T-- .WTERKW 6 EXTERIOR FACE I N, 1" I j 1 I I �xQ 1/4•.6-20 THREADS tn. \ 3B ## BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 " w -------- 0 ELCO CONST ILICTION i/?" 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD REQUIRED MINIMUM 11 I 430 /6"x1 1/2"x 0.035"THICK ,j_, ~ARILS ., 0 6" U.C. Min.ASTM A-653 GRADE 40 2"MOt _ COMPONENTS Mn.c-6o cALv.STEEL MS WALL HEADER/SILL INSTALLATION METAL SNDS AT 16"O.C. ,-EXISTING FINISH AS APPUCABLF SCALE. 3/8•'= 1" i1 (TYP.TOP h BOTTOM) ————_._— —— _T_ 13/4'x 6 1/4"x 0.035"THICK Min. L EXISTING GLASS _ _ _ _ .CCM.GALV.STEEL TRACK CHANNEL. e - - - - ------ - It I - - jASTM A-653 GRADE 40 Min. 0-60 ' ''I 1 1 I 1 -GALVANIZED FASTENED TO STUDS I I I SYMMETRYCAL I I SYMMETRYCAL i I �' W/(2)/6x1/2"TEK SCREWS ON 43a 43b 43c -� I r r I I MIN. SEPARATION VARIES I INTERIOR&EXTERIOR FACE I l I , CENTERMATES W/ I I CENTERMATES VI I I TO GLASS 2• I SEE SCHEDULE) Max, i f I I I l j EXTERIOR ACCESS SIDE I I I I INTERIOR ACCESS Ste. ( I 4 ---------- --------------- ------- ----- - --------------------------- ------ ---- ---------- -- - - ------ ----- ---- -- ---------- --- ---------------r I-- B" TYP.) MN.sTPAPATKxG ro aAss I N wN.SEPARATION TO GUSs I N I W/INSIDE LOCK(S0:SDEDIAE) 8" m. .W/Olfl!i0E LOCI( ____-_____________ }_________ _—��W ------- 4 ______— -- r -- 24- ------ ------ --=------ - - - - --___-_- =___=_ _==_ ---- 12 --------------------------- -- - - - ---- --- -- - ---- ---------- ------- ---- -- -------- ---- Y -I ---- ---- ------ - -- ---- -- ------------------ -'------ ---J----- -- --_-_______- - -- ----- ___=- -___---------------= I ---/ --- --- 7 2)42 21 21 21 21 ' IHEADER/SILTDEND �/� ------ - ---- ---- ----------- I HV LOCA AT nQ S yIEW Y 12 'IS'hl(6"btn.) 24 SIDE CONNECTION TO TRACK I/4"(Typ.) —. .._ 6 1/2•' MAX. SLACK ** _i (Cont.) 6 1/2"(TYP.)_ � _......_7,. 7•--- �4 BR LACK TAIL HVF HYQ FLORIDA BUILDING CODE (High Velocity Hurricane Zone eNs C.•..�: ®2017 EASTERN METAL SUPPLY, INC. VC C T BERTHA HVTM Accordion Shutter System H.V. BLADE aemA.S.S■A■ #1 W/ WINDOW �I�q TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPnon GATE DRAWN BY: M.L - A: `I 11 6355 k.W.361x.SL.S4.]O5,WRaIxA GNeOEks.FLORIDA 1•,16 Association, Inc. 1 OLD 15-NO /OZ/1 DATE: DB/o2/f] 111 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Rode Drive 2 ,-moa.tut..Ooa.com West Palm Beach, FL 33407 DRAWING No /ONAI" 0 EB-0006719 3 S1g �� Phone; (800)432-2204 Fox: (581)209-8380 n WAITER A TILUI Jr.P.E. 4 1 7-122 P.7'9&Al./SIGNAWRC/DATE FLORIDA Lic.A 44167 5 6 20 E F 20