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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 rae,.11 $$ 3; F�oOa Depapa )12fi mta' BCIS Home i Log In User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications FBC Staff j BCIS Site Map # Links ) Search BusinesrIrofes51 I Qt: 10 0 ERdP btApprova' Regulation Product Aooroval Menu>Product or AnDlIcation Search>Application List>Application Detail i • !v(yg{', FL# FL389-RB Application Type 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 6Accordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer JI 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 12/31/2017 Validated By John W.Knezevich,PE :-/- Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odt 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 Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 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.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span Is 12'-7"for 35 psf positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into 1779tv4 walls is 79"for max.ASD pressure rating of+72,-72 and 84" r+ psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.[)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 levet"D".Max.Span is 16'-0"for 30 p.s.f negative FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-085 HV.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV1 blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HV1 and HVIA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and(Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC DRWG 15-084 odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.odf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: W F990 99 5ecuri u1:-rit.ic:s- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 I GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTE21 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p �• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY EHE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS ENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd= EXCEED 0.85,USING ASCE 7-10 AND SHALL NOT EXCTHE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV BLADES OD& BY MULTIPLYING THEA BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THBR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 00214.01-03.(0715.01-03.01004.01-05./1214.01-05.60317.02-06,00609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA•2: HV BLADE 1n AND HV WINDOW BLADE 1nA AND E-1995 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE OMHERE APPLICABLE) -FIV WINDOW BLADE ®80505.01-08 AS PER ASTM E-1866 AND E-1996(MISSILE LEVE.D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 0 D725.01-BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INomim ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.AM ORDIONSCREW PINS(HV SCREWS).USED E BH AN KNUCKLE AND FOR DIRELY MOUNT SHALL E COATED TRACKS IERTH BE 814x275'AND 814xG SY TEM AS MANU ACTURE MINIMUM OVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING STET.SCREWS MITE 135.0 ksi YIELD N SHU TH AND 100 Tai TENSILE SRRINN M PINS STROLL BEARIWITH BERTHA FN DACROSHIElD COATING SYSTEM AS MANUFACTURED ETY APPROVED COATING APPLICATORS, REGISTERED 1VffFi AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEN 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 Loi AND 35.7 kA FOR END CONNECTION DETAILS 1-6•CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON S7tT1 AS PER DIN 50018 WITH 5D w MIN.YIELD STRENGTH AND 90 k f 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 TO BE ASTM A-307 GALVANIZED STEEL.OR AST 304 OR 316 SERIES STAINLESS STEEL WITH 35 Not MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE tp: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 .ti BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PPATENT 86'779.682 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR ON PARE EK U.S.PATENT 85'458,179 ISSUED TO FASTEFRN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC 9.B 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 AREA 3: HV WINDOW BLADE R ONLY 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. EA EACH UNIT MUST BR PERMANENTEL LABIN A VISIBLE PUCE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT•OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERNATIS AND ENGAGE OR LOCK ALL FN AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHMTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WAILS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.0.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SWM_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.a WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SFW1 BE PREPARED BY A FLORIDA REG6 FRED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFES910NAL ENGINEER OF RECORD THAT PREPARED IT. LRLN FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AA (ER A, ]/('Yi7 ®2.015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �,�: o• 1 ZN ECO A■S■S■A■ Accordion Shutter System TLV.BLADE#1 W/OR W/O H.V.WINDOW BADE American Shutter Systems DESCRIPTION DATE ORAxN BY: M.L. OF TILLIT TESTING & ENGINEERING COMPANY TE .,.•:*= Association, Inc. 1 OLD 11-192 4/13/15 LATE 4/13/15 ws5 N.W.36th.sL,Ste.xis.vuLCNW GARDENS.FLORIDA art 4268 Westroads Drive z DRAWING No ` Phone:(305)071-1530.Fax:(305)871-1531 RP '••. �.��`� -11:blt.c O.l.- West Palm Beach. FL 33407 s WALTER®-A.00067LUT 9 RE 15=085 FLORIDA Ue 44167 5 SHEET P.E. SEAL �I�ATURE/DATE 6 1 OF 20 y J',FDR WMM MADE® a VARIES 1.491 e Isla m 4.73A o �6`Tr• 0.454',8• o o Max. ,,a 1.00• 4.371• a 5$4. 4.365• 4.657' 4.999' \p 4�•-p'T S r .375• ro • 9O' re T COVERED UNDER US PATENT 5458179 HV UNIVERSAL FLOATER roCC� QUALIFIED OR USE W/ QUALIFIOED FOR USE W/ HV BLADE 1O ¢ C HV BLADE 1 HV WINDOW BLADES ON SHEET 19 6063-T6 A 6005-T5 ALLOY AND TEMPER OQUALIFIED FOR USEW HV 6063-16 ALLY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE® ALLOY AND TEMPER E I 6063-T6 ALLOY AND TEMPER 3.226' 1.500•0YP '�• 6 P, 670' 2.670" 3.556' ' .994" 67 .000" 72 1 642 4.897' `,� '815' 2.092'ja 7 HV ADJ. ADAPTER Wf UP 1 2' ''375'8 HV WALK-OVER TRACK BLADE Q 0 HV TRENCHTRACK RACK 3750 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY D TEMPER BLADE Q ONLY. 1 HV RAINGUARD BLADE 1O 6063-T6 ALLOY AND TEMPER HV 6063-T6 ALLOY AND TEMPER VARIES "' 1.936' BLADE(1� 1' 1'915_ ? VARIES 1.936' 6063-T6 ALLOY AND TEMPER 1.917' Max. 083• 083' .083• .083' .093• .093•' m .100• m .125" .06U' o °v .093" .060' 670 to 14 4cy 670 1.686• m11.7.1 c 35 3.529• 670 21. 11 HV CEILING HEADER �1HV HEADER/SILL 13 HD CEILING HEADER/SILLE 1 ONLY, QUAs ALLO AND TEMPEROONLY QUALIFIED FOR USE W/ HV BLADE HD WALL HEADER/SILL SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE1Q ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t Mri X MN Y ICJ.t 2' 2' 0.125' Q 2' 5"MAX. 1/8' 1/8' 3• 3' 0.090' I® 2' S'MAX. 0.192" 0.192" SIDE ANGLES B ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190' 0.190' QUALIFIED FOR USE W/ HV BLADE QUALIFIED F0&USE W/ HV BLADE(]) 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2• 1 5•MAX. 0.139• 0.131 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A7\N "111114O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM SF' '9 Mr CO S S A Accordion Shutter System iNc. A■ ■ ■ ■ Hv 13lADE1 w/OR w/o KV.MOON BADE *=• l/.JI�/� •'* TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ey DESCR"M DATE DRAWN Br: M.L Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 SLATE OF /y` 6353 N.W.36th.sL.sic.3D5.VMHA G1RDENS.FLORCA 331 4268 WeStfOaCIS Dove 2 Phone:(305)871-1530.F.:(305)871-1531 DRAWING No a-matl:6lteco4Dad.com West Palm Beach, FL 33407 3 SS10IN'P `` WALTER®AOTLE1r1Jr.P.E. 4 15-085 FTDRDA U.9 44167 5 SHEET P.E. gbil 6Ri+N4`ME/DATE 6 2 0F 20 4.660' .929• t/4•-POt1/ 1//4'-20 1E CAST 4.576' 45' 2.293• FIAT HEAD 7NRFADED HOUSING ENINEL 2.293• .745' 0.334' SS BAKED PANTED t a'-2a o Oe C om n ` 0' OO • " R, (2 TTP.)},-.8®75• m AIDED 1E m- BRA55'cjCYUNUFA OLSENAMEL L ";0. BAKED PAINTED SS TU RN MOIL 1.32 318.062' BRASS fJNDFR 0'41-4 - -N•f R KEYS(CHROME (CHROME PLATED) RAJ o - ) 21 HV CENTERMATE y� ss. 325 g V ® HV EGRESS LOCK QUAD &�ONLY AQfI HV FLOATING TE `'� 6o63-Ts ALLOY AND TEMPER QUA ED FOR USE W/ FN BLADE 1 & 1 ONLY ° s.Dz3' 875' QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER C T BLADE & ONLY. BLADE 1Q& ONLY. IE Q AUFIED FOR USE W/ HV BLADEQ)ONLY 'O'D• 18' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEADED - 518• 1.756' 922' 4.045' 2 MO SCREW m m 2.079' 1.753• A n .825• .360•AFTER RNE(ING tA00• cm+ off' n Na, .0 0 .n „ " BEFORE RIVETING �• 1/4"0--20 " 34 THUMBSCREW 1/4"l0-20 RIVNUT* *SERIES 9444 Al1MNUN(2024-T3 ALLOY)LARGE FLANGE THIN _ SHEET NtRSERT.PMTf 0820.AS MANUFACTURED BY AVDEL 2 I 2]SC I m m .822' CHEFW TOOORN.PAR9PPENY.NE-V JERSEY U7054 OR EOtJAL PUN FROM ELEVATION ® -T"- a K CENJERMATE4.566• © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV 13LADEQONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPERR'' 1.917 1 -y - 3.161 �p °m 4�0 D/IEI` THUMBNRN 063• �\�.111iUi1'-f IXUNOER OR .214•" .063 .062• KEY CYLINDER .214' m .545' n v, r 0.875'Nin. " H W o m o 1 .125'MO. HDC TER T mNO LOCK G OD ® DCN R ATE SOC m m F0 0 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(1)& 1 RT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER D CENTERMATE'S SE VARIES. 12•MIN. QUALIFIED FOR USE W/ W BLADE(g&&0 t/4•r-za ss Ott 3/e'�-te 1.130' 6063-T6 ALLOY ND TEMPER THUMRI RRN ACETAL THIAIBSCRE175. t1/2' - Ctt1NDER (SFE DEEMS) QOOR KEY 31S 157 Nin CYLINDER1.76'Nax. LOCKING RODS 1/4.0 ® HD LOCK �3/8"0-16 QUALIFIED FOR USE W/ HV BLADE 01 HV 14 0-20 AISI 304 B1'REGEN('HARDWARE MORILSE LACKS SEPoES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 6 HCETAL " QUALIFIED FOR USE WO HV BLADE 1 & AD „INSTALLATION WILL REQUIRE A 7/16' HOLE ERIES S.S. THUMBSCREWS O O D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 1 1A v BLADE 1Q QUALIFIED FOR USE W/ FIV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .•. Ai,4 ®2015 EASTERN METAL SUPPLY•INC. Q`...r NSF'/9 °. BERTHA HVTM /Till-gco . A,S■S■A. Accordion Shutter System Kv eaDE#1 w/OR w/o Ltv wlrnDW BLADE ��// AmerlcOn Shutter Systems REV.H. DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY Association, Inc. , oL0 11-192 4/13/15 DATE 4/13/15 H.W.36th SL,Sb.JOS,V6tG"IA GARDENS,E1DRlN M16C 4268 Westroads Drive 2 7"`- -2 Phone:(305)871-1530.Fax:(305)671-1531 DRAWING No rOF•••.....••(L`a a-mail:tilt-0-1_M West Palm Beach, FL 33407 3 SSIONA ��� WALTER A N871Jr.P.E. 4 15-085 FLORIDA LIC,/44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 or 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV Q 3/8`0 12'MIN. CE 41 D ; TO BLADE P .625' 10 HV BLADE 1 I E to .1875` ® HV BLADE 1A \I i FiV WINDOW BLADE 60 25 1pm EXTERIOR xlei iBLADE!S ® HV LONG RECESSED NYLON BUSHING o� II n KNLE 0 OPENIN •0625 1 00625 Y ® HV SHORT RECESSED NYLON BUSHING 3 a ) 6 H Rt.7 rn I j nAT B RIION // 350' HV NYLON HAT WASHER Q OR ® C' i °R ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N.4 I• q j ! µ /az.750• X 0.870"x3/16"THICK NYLON WHEEL 3 I I 3 w HV WINDOW �. 2 7/8•NLN. 315.0 03. CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS sePARAnoN 3.7500' ®4 HV 1 3 4"ACCORDION PIN W 8 HEAD EXTERIOR I BBtAD� os2s' / / * .o OPENINGS DNC NTER �FwoN r-Y II�� .7500' ® HV 2 3/4"ACCORDION PIN W/ #8 HEAD * 41 47¢' 14 I•��^ 2 1/4• °uA2OR^`vATON ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i ! BETWEEN TYPICAL HV WINDOW BLADE 9 AND r i i POLYCARBONATE HV WINDOW DETAIL (DOR ® I 4 or ® O N.T.S. (SEE NOTE FOR ! I ! EOUIREMENTS) i (L �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE HY PIN R UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I t I 12'MIN.c CE RESINS, UV—STABILIZED GRADE OR SABIC 1k To BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN i 'i `'' I j I (SEE NOTE "F' ON SHEET 19). i AOR ® i o � I ' (i) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® Nye � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR !'� ��9 i I POLYCARBONATE SOURCES FOR ® EXTERIOR HV BLADE. TYPICAL SHUTTER ASSEMBLY „ PROPENRES WWv RESULT N.T.S. HV PIN�2 OR AT RBt]ZF]IL'X "°°°•/ ^"@ (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXTERLOR uxr,m 9m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324 BLADE'S KNUCKLE. Asu 0192 0.047 m/m' D.oa ro/m' (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 9 3 I REQUIREMENTS) TENSILE:nm mm c x ASTM°w6 a.�aB F.;. asao v.v. NF]R1RPL S1AEN0f11 AT YIELD ASIY 0190 12500 Pea. 13.400 psi (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y j ! i TLExZML MODULUS AM 0790 310,000 Pel M'000 P.N. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IIAMMM o0 NOTCM aw AM U2% 6 Ft-rot 17 R-W SHEETFIRE SURRM WHEEL CARRIAGE DETAIL SMOKE DEQ u'M D2W 47.2 x °`.'x MAx N.T.S. ASSEMBLY LAYOUT RATE OF fivam+c ASTM D635 C-1 awls 0-t CLASS N.T.S. SELF IGNITION A51Y�D1929 1010'F BSO'F ASTM 0135 —� TENSILE SRtENGM AF1EN WEXIIIEFUNG A wa 9302 Psi. am P-L C11ZHV BLADE SOLID 8� (A HV WINDOW BLADE DETAILS '� �E"��'°"` AS"CS° M'P" am P-L FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone / 0 2015 EASTERN METAL SUPPLY,INC. A T/ BERTHA HVTM A S S A Accordion Shutter System L ECO NC. RV.MADE#1 W/OR W/O FLK WINDOW GALE /• -�" American Shutter Systems EV. DESCRIPTION DATE DRAWN BY: ML J' TILLR TESTING & ENGINEERING COMPANY 13'. •*; Association, Inc. 1 OLD 11-792 4/13/15 DATE 4/13/15 ATE OF = 6355 Kw.36UL SL.5 305.VDt01NN GAMID S.FORA 3316 O' 426,8 Westroads Drive 2 F' Phone:(305)871-1530.FaW:(305)871-1531 DRAWING NO e-m 7 611ew000l.00D West Palm Beach, FL 33407 3 '�ss/ANAL E�1G` �W``�� WALT A.TILUT J,.P.F 4 15-085 FLORIDA Lie,d 44167 5 SHEET P.E. 9mtV61wURE/DATE 6 4 OF 20 ®•®a ©tea ®•®' �a ® *NOTES ON HV LOCKS AND CENTERMATES: A D c D 9 V:J�a ®�® Y N s T u ®"Uya®•®°'® 1. ON/te ONE E1V LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'•AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES V!/(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 BESTIR PERFORMANCE OR FOR SECURITY PURPOSES. UP O TWO HV ifi® LOCKS OR MAY EIE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N 3. OPTIONAL CONDITION D ONLY WHEN MAWMRY CONDITION #I OR ®. BIS USED W(rtYD H.V_LOCKS):LOCKING RODS ARE NOT REQUIRED AT HURRICANE TERMONE BUT MAY 4 5 6 0 0 aR 4 °A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY •ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN DIMATANY F]EVS AND P1STALLAI19 ATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CIIJTIIRMATE W/(2) 1/4 0-2D x 1/2•LONG FLAT HEM SS. M.S.TWO LOCKING RODS o Na- AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. F ost I) �2Tj 5_ 4 S'4ONE ALTERNATE EN LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Oj8 2� ,.VTIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION WE, SHEET& ONE LOCK SFW1 BE USED AT 1/2 OF SHUTTER SPAN OR TWO t ��E3mg FJ LOCKS AT 1/3 OF SHUTTER SPAN. $o®' 5.T,ANQkTORY CONDITION§K FOR KEYSTONE MOUNTING MML!TIONS: ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'MOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 111 Ul O 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR 01 OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. CSEE END-J M ONNECTION OR Q OPO AND BOTTOM SS COMPLETELY MANDATORY.TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETNLS ON D F E H 1 1 K L Y P D SHEETS 10& HEIGM' FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 CENTERMATE NSTALOL.NATION AST ANY FlENATE HVVATDN TERNATE BOCK®E INSTALLEDIBE USED AS AN TINS DE OR OI IDE LOCK.ATTACHMENT N UEU OF W LOCKS 0 OR FOR ANY SPAN ANDI OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' MAXIMUMWINGNUT OABOVE AN 4•BELOW7 MIDSPANS USEOOF TW_O LOCKIOx NG RODS®TOP AND BOT8'RIVNUT.LOCK MAY BE TOM NSTALLED IS MANDATOAT IRY. OR 12• a - sDR sa��xls•Is��•® *NO D OC'S & CET ES: n 1. ONE ALTERNATE HD LOCK 5Y MAYBE USED IN UEU OF TYPICAL nl HY BLADE SHUTTER ELEVATIO HV LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LDCK®MAY BE USED N_T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK O�O®is W/3{8 x 3/8'F.H.S.S.MS,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILD11 COD on High Velocity Hurricane one A. m 2015 EASTERN METAL SUPPLY,INC. /T BERTHA HVTM E �\CNSF':�9' ASS A LTE C O ANC. , Accordion Shutter System KV.RADE#i W/OR W/O KV.NINDOW BLADE American Shutter Systems REV.fk DESCRIMON DATE DRAWN BY: ML TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 al5 11-192 4/13/15 DATE. 4/3/15 STATE OF r 4 C 6355 N.W.36th.SL.Ste.575.VIRDV.14 e+lmvs.FLORnn 3316 .� �.. Pho :(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No o-m�c a_o79Lc West Palm Beach, FL 33407 3 15-085 000 4 'N,,ZONAL ���\`\ WALT A. TI 044167 5 SHEET P.E. SZZ(S iNii RE/DATE I 6 5 0F 20 CRETE ANCHORS POURED CONCRETE POURED (SEE.SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4'0-20x3/4'S.S. POLIREDCONCRETE REQUIRED cc RErE NC, SHEET 13) CONCRETE ANCHORS :/-1 ACHINE S2-0 REQUIRED FDR (SEE SCHEDULE ON W/1/4•-20 CONCRETE ANCHORS 17 18 (SFE MOur Q)ON SHEET 7) SHEET 13) N1f15 A 12.O.C. (SEE SCHEDULE ON SHEET 13) 1• 1• . Min. 1/4'0-20x7//4 S.S. Hn• __ OR 14 ED Q MACHINE SO Emn --- Q Q USING 1/4•-20 NUTS 1/ - - 19 2• r--- 8 12'O.C. E D.* /2 .250'Max. -- _ 13 0R 15 _-- 13 a+ 15 D - - .250'Max. DA -_ ' \ 1 ED vii .D.• I i i OPTIONAL it �FTIONAL MN SaW+N�1 1 ' a a/M(�IW EXISTING MIN.SEPARATION TO GLASS 1 L MVM T I 1 OR ®�FOR1 GLASS SCHEDULE ON SHEET T 1) M SHEET E)a5TING NALTs lD'a. i MIN.SEPARATION TO GLASS G� --'i `"(SEE SCHEDULE ON SHEEP 11) 1 ' ©HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS EXISTING i I (SEE SCHEDULE ON SHEET ii)— To GLA55--1 (SEE i 1 1 I 1 EXISTING-1 ro awss(s¢ 1 I 1 OR ® � MIN.SEPARATION TO CLASS I GLASS L_1`�BTe�N2 (S SEE SCHEDULE ON SHEET 11) I 1. 1 ON 9H.19 AIR {{}®5���� T�Il 1 OPTIONAL i il 1.gens Ola® P1 M 5 EX6TING '/- GLA55—� �1 I 1/4• X11 �1' i i i i 1/4'Max. E # Max. OPTIONAL 13 aR O 11 19 MD � -- EQ EQ oR1•2OR® 1/4'0-20x3/4'S.S. Min.E PFIIWPS TRUSS HEAD 1/4-0-20x3/4'SS.PHIWPS MACHNE SCREWS USING RETE ANCHORS TRUSS HEAD MACHINE SCREWS NCRETE ANCHORS 7 1/4'-20 NUTS® 12"O.C. If (SEE SCHEDULE ON W/1/4•-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) MTn. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED D HV WALL SILL INSTALATIONisEE scHEULE oNHV WALL SILL INSTALLATION POURED CSHEET 14) OR CONCRETE BLOCK WALL REQUIRE O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS. INSTALLATION D ETA I LS W4 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.=EDGE DISTANCE 10 H V BLADE ASSEMBLY SEE LIMITATIONS S OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINE (SEE SPECIFlCATIONS ON SHEET 13) BLADE®ON SHIFT 19 IN ANY WAY TO SUR ANY INSTALLATION. (111111/EF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �r = 1 L ECO I N A.S.S.A■ Accordion Shutter System itv.ai1DE AL1 w/OR w/o H.v INNDON BLtIDE /(� *= American Shutter Systems DESCRIPTION DAZE DRAWN BY: M.L.;•• (S AF ,.W TINT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 E13/L6 DATE: 4/13/15 MS N.W.36th.SL.St.305.VN44iA GARDENS.F1.oFmA 331 4'268 We.StfOadS Drive 2 Plwne:(305 30)B71-15 .Fax:(305)871-1531 DRAWING No �'y��((`S;'•.•„••„•.•'��\\`�.�` a-ma�-0�87 col.com West Palm Beach, FL 33407 3 15-085 GLEN\\\\` WALTER A TINT J,P.E. 5 SHEET P.E. SEAL 5"A"TURE/DATE FLORIDA uo• 441x7 6 6 OF 20 POUREDCONCRETE ANCHORS i 14x sOmw111uN 1 OR ®♦ i --0 i LGH.� 1 CONCRETE (SEF SCHEDULE ON SHEET 13) i �(1 I EXISDNC i F(.f seMDGE ON REQUIRED EDGE OF -1 11 PoR H/0E 1DAN0 1 GLA55 i Nx 1 I 511EET i1) •_ SLAB j W S1R7 19 FOR 1 1G GIS.' i APPLICABLE D�G� ALTERNA i i i I i i i E)USTING i ANCHOR 11 i 11 11 'zu i Z01-3/4'HEX WASHER HEADW. TIX12'O.C. i EDGE OF 3/e u CONCRETE ANCHORS SlPB IF (SEE SCHEDULE ON SHEET 13) APPUCAFAE GE OF EDGE OF--+ tIF SLAB.IF 1 1/2 1 EDGE OFIF APPLICABLE APPLICABLE Q. a. APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS 'I tt��a�® ♦ PoURED CQUIR D �UIRED (SEE SCHEDULE ON SHEET 14) IX 51E'ET 19 Fen 1 OR ® CONCRETE FLAT HEAD CONCRETE ANCHORS ISme© REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO+70. -75 PSF A.S.D. HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION SCHEDULE IG PRESSURE R RAHEET TING& FOR SPANS PER HV CEI I G S A ION CONCRETE ANCHORS I OMDULEr biro 1 O (SEE SCHEDULE ON 1/4'e rTW SULDEX 7APCON W/ 1 EXISTING SHIFT 15) TECHNOLOGADVY OR 4'e POWERS EXISTING 1 EXISTING—j �L� �10 GIv GLecc_ FASrENORS 7APPat+AN01GLS W/ MATT. GLASS—i CUSS -lam a sm 10 O wl.ssnwnnt lD 1 3/4'L4FL E]IBE]]lJfE7fr 4'=FOR SPANS LARGER THAN 1.i 1/4' 1 SEW'A7 TE4IIti FASRTUBt TfADY 1 1 1 i lMAx. Cwj(SEE Nt11E tt ON SFEET n 1/2" FOR 11ADw 3/8' MAX. 3 OR 15 ;I wASHLR4HEAn E. ; coNc sruANr TEH SCREWS ,r14® t2'O.C. ti/14x3/4" HIX HEAD , 1 .[•. .i'.: t 1/4'v-2Ox3/4'SS uS TET(SCREWS®9"O.C. I . + 1 'S.D.S. _ ___ 1 1 ' USING114'1-20NUNSOR 1 4'16-20 SS.MS. i CONCRETE ANCHORS _ _ 6 7 3/ SEE SCHEDULE ON6 9'O.C '•::$� o t2'G.C. W/Nlli®9"O.C. i SHEET 14) 1 1 .;• ••'••,a DGSPNG NON STRUCTURAL n . --_-- gr4------' 17 aR 18 1/2' t' 17 18 :• 2.o'M .r WALL TRM(DECORATIVE 0 N. EDGE OF '.'.1.-• E.D. sW /J SLAB IF %14-/.-F.H.S.O.S. r .MIN: POURED E yi 1 7 8' 1 7/8" APAUCAB CONCRETE ANCHORS SEE NOTE 13(b) 9'O.C. _a �; REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 NOTE 13(b) p, OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHEET 1 +':• OR CIRW OR CONCRETE BLOCK PTIONAL POURED REQUIRED ®KEYSHI E�MO�A CONCRETE N+64-72 Pf G.INSTALLATION OQK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION REQUIRED uA1Gn1u sHunER SPAN e'-o' �J HV RAINGUARD INSTALLATION t NOTE: MBINATION OF SECTIONS: z t SHALL BE REMOVABLE WHEN THIS PERFORMED NOTE FOR CO E D.-EDGE DISTANCE ADIACENT To AN OPERABLE EXIT ♦ SFE LIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W1 HV BLADE ASSEMBLY IN ANYWAr"io�SUIT $CAN N'r INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HV. cEN ■■ A S A■S Accordion Shutter System �LE C O �w c. ■ KV.MADE#1 W/OR W/o RV.WND0W IAADE American Shutter Systems IEV.Me DESMON DATE DPAWN BY. M.L TIWT TESTING & ENGINEERING COMPANY o'•. TATE OF ::�$ fi=NW 36h 5I..Ste 30.5 VRGdA GARDENS FLORM 3316f Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 Pbone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No —.1 tifte-010co. West Palm Beach, FL 33407 3 15-085 WALTER A.TILln 11 P.E. P.E. S tfSIv"NALfU1RE/DATE FI OR DA Lc.8 44167 5 SH�Er OF 20 SEE END WALL CON ECTI N DMILS ON SHEFTS 10 & I a SEE NOTES ON LOCKING RODS S®,HV LOCKS Q or oUT IN 9m r INSTALLATIONS W/ 1 HV *AN0ESLCK �'�"®�SHEET 5. I EXISTING GLASS BLADE SLACK DETAIL IiVF S VALID FOR ALL BLADE W HV CENTERMATES EFRTIDwATEs AppucATIoN WITH BLADEo ' w®w©'O7 °"®aw10.@- OR SEE ENO WALL CONNECTION I.@-@.Q•Q-&@- EXISTING GLASS DErAILS ON SHE 00 Q-Q-Qw©•O•®w 2"a2'a1/8'x0'-2' 1 I ®•©w 19•©w�.QS 3 1/4° 7" 61/2' 7° ANGLE w3—TO AAao�Avc"N �/2• w©,® OPPOSING SYMMETRYCAL ANCHORS To CONCRETE I CENTERMATES �-�c CENTERMATES (Tap/ & i it .3 a S.M.S.® 12' MIN.SEPARATION (4)010.1/z s.us.ro TUBE I O.C.FULL LENGHT. W/ HV LOCK 6 W/ HV LOCK _ o 2 TO� AT EACH MAN IF-(T1P) * (SEE SCHEDULE 5 ® °° * 35* IN 3 3 off SHEET 11) 1 * 1 1 ® 5 90 1 ©w®w©•�w® 10`mow HVB OLIO ® w HVC 10`®w©'®w�•�°" HVA w w 6 w 8 w10 wPOURED CONCRETE OR ©•O•©w©•O•�I © ® O O D O•® EXISTING GLASS REoCONu'p. -LOCK WALL �''•�."".uu �a.®wQ.®w .©w � EO 5,®wl---------------- — --7��Q----F------ocsc SYMMETRICAL * IN �'�'©"'V �'®°" MIN,SEPARATION �EXIS IN CENTERMATES 6 ©.®w i®•®w®.Q w ro cuss 5 r —J GLASS 1 * (SEE SCHEDULE _f__ I — — 0 @�® -- * W/ HVA (INTERIOR) ®'®w O•©4°�•�OPTIONAL ON SHEET II) MIN.SEPARATION ® m r�OCONCRErE �TO GLASS(SEE SCHEDULE (INTERNALON SHEEP il) (INTERIOR) _—_—___—_—_ ___—_—_ —___—_—___OUT 1 1 1 ANCHORS 16"O.C. 3 VARIES * w ® OUT 6 1/2-MAX.SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``INII^111 T...I..A FJS ©2015 TERN METAL SUPPLY,INC. r,;,,,,, BERTHA HVTM ENA S S A Accordion Shutter System L ECO 1MC. KV•RADE#1 W/OR W/°FAV.WINDOW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems _NADE55CRvnoR DATE DRAWN BY: N.L. 6355 N.W.36Du s..sra]O5,wea�A 6vroa+5.FLORRLW u, Association. Inc. 1 OLD 11-192 4 13/15 DATE: 4/13/15 o'• STATE OF 4268 Westroads Drive 2 Phone:(305)871-1530.Faa:(305)871-1531 DRAWING No % `• F�OR10� ���� ®ult-00y West Palm Beach, FL 33407 3 15-085. •���`` WALTER A TIM Jr.P.E. 4 �``� FLORIDA Uc B Za167 5 SHEET P.E. 5 �&AiCh�E/DATE 6 "r 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REOUDtED �D(ISTiNG GLASS EXISTING GLASS CONC ANCHOR EXISTING GIASS2"MIN EXISTING GLASS ® 16"O.C. _ 2'MIN. r- ASN.SFPPf�ION r- 1�- r TO GLASS(SEE i MAL SEPARATION SUHDULE ON SHEET TO G�5( ;1 MN.SEPARATION ED EQ TO GASS(SEE 11 FOR RADE®PND SHEET + 70 MASS(SEE SCHEXILE SO&DD.LE ON SHEET 1/16•x3'MAX. ON SHEET 19 FOR 1HE QAND / + 11 F9�HSCHEDULE ME®AND 11 FOR RACE ONO (6063-T6)CONT. ' &® / \ �1&PDLS�k FOR 1 I ON SHEET 19 FOR ALUM.CLOSER tIT HEER�SI E i HAOFS m&® PLATE.(LOCATE 1/2 HADES O& OF 5 ) AT ERIiFR SIDE MIN \ O OF 4O) 1 .R USE 1"OR 2'MAX. MIN. 110x1/2"S.MS. 1 _—_-- AL INUM UPBLE)ANGLE ----- #,Oxi/2•S. S. ___—_ ®16'O.C. ALUMINUM CUP ANGLE L ® 16'O.C. Ne - 4 (6063-T6 ALLOY)AT MIDHEIGHi (1) 810x1/2•S.M.S.To®& 4 \ (2)1/4.0 TAPOONS ANCHOWALL AT I- RS TO rj SFE DETAIL X FOJ ) OR EITHER SIDE 0•F®)��AT ) OR SIDE CONN ECf1ON 1 OR ®� SEE DETAIL X FOR OR TO TRACKS SIDE CONNECTION ®w©•(7)-M-( •®w SEE DETAIL X FO 4 6•7 w 6 1D w 6 !7�w 8 10• TO TRACKS SIDE CONNECTION 8 0.®w pw®w©'®w©•®w TO TRACKS �•®w®•v,�-©•®°" .©w ©•O•©°'©•Q•®w 6.0•©w©•O.®w 0-0•0w�0��0'0w ©•O•©w©•CZ)•®w ®'®w©'®w®'®w ®•®w©.®w©.®w ®•+l3'w�•®"lJ•®w ®'®w©'®wO•®w (a)-.6b . w . END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL10 END CONNECTION DETAIL20 .F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 4 REQUIRED MM SEPARATION #1 1/2"S.M TO GASS(SEE ® 16• .C. MIN.SEPARATION Y 'y------ - ---- 11 FOR EIAOEO CONC EIE \1/2"MIN. %( ____ _____ _ B OR S OROOR CN SHEET 19 FOR ANCHOR® - i1 FT1f1 RADE®PNDOOR©OROORO FOR CONCRETE BLADES 0&Q� 1z'o.c- 5 HPDES0B 4 ----- OR@ ANCHOR 0 16' 1/2'MIN. 1 ' 4 O.C. --- H _1/2-MIN. _N-—----- EO F) oft OR 2'MIN. 2"MIN- ♦SEE UMRATIONS OF USE FOR VIEW Y BLADE BON SHEET 19 I OROOROOROOR� �_ 5 1 OR PLAN 1 OR � ®w®w©.�i w® 10•®w DETAIL X POURED CONCRETE OR ®w©.Q7 w© 10•®w I S N CONCRETE BLOCK WALL 10•®'�©•�©•©w REQUIRED �'°�®'©•®'©•©w ©•O•®w©•O•®' 1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q p•®w®•®w®•®w" END CONNECTION DETAIL 60 �•®w®.®w®.® - '®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TI(����,, ©2015 EASTERN METAL SUPPLY,INC. E ,�Q�• N •r� BERTHA HVTM -' �Cs '•.� AS 1 L E C O N .S A Accordion Shutter System KV.BLADE#1 W/OR W/O KV.WWW MADE g�i1i lJ�i*= American Shutter Systems ZEV.w DESCRU IDN DATE DRAWN BY: M.L T TICCIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF .'Q:` 6155 N.W.3M.M.,Stm 3055.VIRGINIA GAREUM RDI06A 33+ 9•' Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 ,e�.• ORIO e- rd:Ulteeo®ool... West Palrn Beach, FL 33407 3 DRAWING No *1k; /S+S•.......••`G`��: EB-OW6719 � 15-085 aA,, /t, ,„��� WALTER �441 P.E. 5 SHEET P.E. 1L'}AATfURE/DATE 6 10 OF 20 SCHEDULE Q1 SCHEDULER SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" sNOTES: (ft.). FOR INSTALLATIONS W/ OR "L-- (ft.) FOR R "L-' (ft.) INSTALLATIONS INSTALLATION LEGEND CENTER S.® &®or Dru� INSTALLATIONS W/ y,/ CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or�or �� MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. Bt)W/ ONE HV LOCKSHD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® ORW/ NO LOCKING WALL A. B. C. D. E. M. N. 0, P. 0, A.S:DESIGN PRESSURE RATINWGA GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T' W/ NO LOCKING RODS ® ODS MOUNTING F, K & L R. S, &V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES 't,tt) (VAUD FOR MOUNTING@ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt) SHEET 7) FLOOR/CEILING G• H, 1, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE&Wool)INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M AS aDES OI ASA,I=IMD. As1NGMUMDESIGN INC NCRETE GIVEN A POSITIVE AS.D.DESIGN PRESSURE RATING, t WALL MOUNTING FLOOR LING E WALL MOUNTING P�sMIR[ DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RKRNG U ��G & ptt�G D.00R/CaUNG MOUNTING GIVEN A NEGATIVE A-S.D. DESIGN PRESSURE RATING, (+OR)) YO NTING ((�.)) FLOOR/CEDJNC YOUNONG (+V)) FLOOR' /LLL MOUNTING DETERMINE MAXIMUM SPAN •L-•FROM SCHEDULE. L+ (IQ L-(ft) L+ Qi) L-(It) L+ (ft) L-(B) L+ (4) L-(N O MAXIMUM SHUTTER SPAN 'L+•OR 'L-•FOR 30 OR LESS 16'-0" 16'-0' 16'-0' 16'-0' 30 16'-0' i6'-0' 30 i6'-0" 16'-00 INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pd.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPM!BETWEEN •L+AND'L 35 14'-10' 14'-10' 15'-2- 16'-0' 35 14'-10" 14'-10' 35 15'-2' 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 1 13'-1- 13'-1' 13'-4' 14'-3' 45 13'-1' 13'-1" 45 13'-4' 14'-3' t HV CORNER CENTERMATE g3 MAY BE USED AT AL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B" 13'-7' 50 12'-5' 12'-5' S0 12'-3" 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10' 12'-1' 12'-11' 55 11'-1 a' 11'-10' 55 11'-1" 11•-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4' 11'-4' 1 V-7' 12'-4' 60 11'-4' 11'-4" 60 10'-2' 10'-11' NOTE a5.SHEET 5. RATING: 65 10'-10' f0'-10- it'-I' 11'-11' 65 10'-10' 10'-10" 65 9'-5' 10'-1" DETERMINE- 65 MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9• 11'-5' 70 10'-6- 1o'-6" 70 8'-9' 9-4' L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10•-1" 10'-1' 1 10'-4' 11'-1' 75 10-1' 10'-1' 75 B'-9' f tEX(EPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10' 9'-10' 1 10'-0• 1O'-9 80 91-1o' V-10' "L-•AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A-S.D. DESIGN PRESSURE 85 9'-6• W-6• 9-9• 1o•-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 LIMITED AS FOLLOWS: DETERMINE: 95 9'-4)' 8. 9'-2' 9'-10' 95 9'-0' B•-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95- - - '-0- '-10 95 B'-9" B•-4• LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 8'-7" 7'-11" B'-9' 9'-4' 105 B'-7" 7'-11' 110 B'-4" 7'-7- 8'-7- 9'-2' 110 8'-4- 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE 115 8'-2• 7'-3• 8'-4' B'-11' 115 1'-2• 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN -Li+', -L2+", 'LI AND Y2-' 120 8•-O' 6'-11' 8'-2" B'-9" 120 8'-O' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 1 8'-0- e'-5- 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8•-1' 130 7•-8' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7•-9' 7'-9' 135 7•-7" 6'-2• WIND ZONE MINIMUM SPACING. 140 7'-5' 5•-17- 7'-7• 7'-6• 140 7'-5" 5-n• ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5- 7'-3• 145 7•.' s•-s• TO GLASS 150 7'-2- 5'-7• 7'-4• 7'-0' 150 7'-2- 5'-7' 155 7'-0• 5'-5• 7'-Y 6'-9- 155 7•-0• 5•-5' 1 THRU 3 1" 160 V-11" 5'-2' 7'-1' 6'-7' 160 6'-11' 5'-2- 165 W-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' 8'-9- 8'-02. 175 6'-7- 4•-9• H V B LA D E 180 6'-6• 4'-B" 6'-8' S'-10' 180 6'-6' 4'-8' 185 6'-5' 14'-3' 6'-7• 5'-8• 185 6'-5" 4'-6' 190 6'-4' 6'-6- 5'-6- 190 6'-4- 4'-5' 195 6'-3' 6'-5, 5'-5- 195 6'-3' 4•-3' 200 6'-2- 6'-4 5'-3' 2006'-2' 4-2- 205 6'-1' 6'-3• s'-1" los 1 6-1• 4•-,• FLORIDA BUNTING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. '`` T.... BERTH u terHVTm S A■S■S■A■ Accordion Shutter System TLV.MADE#1 W/OR W/0 H.V.WNIM HARE - tA11�� y�j�; MTetiCan Shutter SYStG-S REV.tk OEs WTIDN DATE DRAWN Sr:Mwy.LG. IYto• �"-� ;*= TIWT TESTING & ENGINEERING COMPANY /�gSOC)OtlOrl. Inc. t OLD it-192 4/I3/15 DATE, 4/13/15 - 6355 N.W.35th.St.Ste.365.MRW"GARDENS,r1DRW 331 Thane:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No SlAlt 4i= -I;6fteaatoaae.-. West Palm Beach, FL 33407 3 ' dot, FCORIOP ��' ®-0006719 15-085 '� •.. .•.•��`\�� WALTER A 71UJT Jr.P.E. . � ` 1.411 W/DATE FLORIDA Lib!49167 5 SHEET 6 11 OF 20 lip FM,; .\\.•1' 7': •it 1 i 11a\ • lila,' • .k. \ . ::III ii sa.. : :_:1\. \:\�1: .1::a.:•.� . ,• \11\,,.:11' -T 1\ro7zal 1: ►--In Div al M :.utl•�'e a\1 Q 'a' O • C •O a vO. .. WV ©' �',©' '�©'®"®"©' ©'©'�' �'©' ®•'®.'©'•©'0'0' ®m®'®''®''©' ©'til© '®' ®'®°'©' ©' ©' `©'©m®'®''©' ©'©'©'© e©.®'®''©' LLm®oovvom®moovvo�'mmnonvommmnv oo�®m0000noonnoonn •• �'m® o�ono 0mmov000 mmmon000 mmmoono mmmm000no 000n0000 M0�3m100000 mmmOD000 mmm00000 OmI�l000pp mmm000®p ODOp"MM" ENE310nnommmnn�0000®®mvoppvommmovnmpmmmon000n0000mno m®000Omp Mmm00000 m®Q]0000�OmmOOOOp 0mm0000p OpODOOm© MMM..00`!0mm000OO mmm00000 mm[L]pOOOp mmm0000p ononnnom mmmnoomommmoonommmm00000mmmomoopmmmom©000000mmo© mmm000®pm®0ovvommm0vvovommmoovpommmonon000non000 mmmOO®ppm®0000®p 0mp0000©pmm000pp pm0000pp D000OpOD 0mmoopva mmmoonom mmmon000 mmmonppe®mmoo®oo 00000mmv ��®mav©oo0®mv��oommmoon©m0mmnmopivo�mmomd000000mmo© mm�DOOpp mmm0000p mmm0000®0000©ppp mmm00�pp�OOOOO®p mmOOO©pp mm000mOp mmm000Op 0®D®pppp pmpm� pp 000mm0po ®mmopnoomIolMl p0®m0000p0®mOOpppmmmOO�ppODppOOmp mmmo®ppommmn0000®®m CoovMUoemmmm�ooppmmnmp0000nnm©mo ®ms�10®ppp0m00A mMUMpmmmp pppmmm00pppopoop©Op O�Ip=7®Opp 0mm0O®pp pmm000pp OmOppppp pm0©©ppp 0000 ®®pp Ell DI®ppp 0mp0O®ppm®OOOOpp 0®00©ppp®mm00ppp�lomm0©v000mmmOpppmm0mvomop0mv©000pmmm �mmmO ®000pooOopQoO®oOpmpmOp©Oo©p MENEM 000 mmmovopp mmmon000 mmop0000 mmomp000 n000moop mommm0©opommmOOppp�Opppppp O®pppppDO�m©ppp mI0M©EU mpoommmv©000EMNmmooppo0moppopp�mmm©popnn000mmo 0mv®©voo mmmv©ovo mmm00000 m�000000 mmmmov000 oomo©000 mmMppppp 000 opo mmmppppp�Opppppp�0©ppppp Op©D®ppp EXIM pp mKOmmEM ®mmmpppppm®©p pppp6lmmpppppDoppopmo • mmmo�p000 00000 00000�m000000 mm0000vo noo®m000 mmmoopop m®moopoo mmm00000 mooppppo mom0000 vmm©poo mmmpopopmmmpoppo�mm�0000mmop000pmmmoopo� normo©p mm©ppppppmOppppp mm ppppSEimppppppID�"MMMM=OO©MOMMM mm©pppppmmmppppp6•mmppppp�mpppppp� ®pppppOOO©DODO O � • ' O � mmpppppp 0®pppppp m®pppppp D®pppppp0�pppppp pm®®©ppp pmpppppp pmpppppp pmpppppp pmpppppp®mpppppp DOOppmpp ' mm000poommoopopo0m000000�m000000m0000ppoon©omopo �) �• : .• � mmpppppp mmpppppp mmpppppp SE7Qpppppp�ppppppp ODmmpppCl _ , �®ovo�poo�m000000�moovov m0000000m®0000von000m000 • • mop000pom®0000pommoop000��©oopppom®oopo m©0000p m®opoppp mmpooppo mmopopoo�oopoppo�oopppp9��n©ooppp ��of'poPv000�000 0000000000�o voov v0000000mm©ooPo mpp000pp 0p000poo moopp000��pppp000 0p000000 om©oopop ®moppp0000000pppo 000ppoovop00000Ea0000p000mmpoppo mopposapoasopopppo�oopoppomopppopom�popoopnonmo©pp m000000o mv000vvo mvov0000�oovovoo m00000vo oom== 0 - _ A Ao i -co , I o�� MAMMUM ANCHORS SPACING (in,) SCHEDULE FOR A GM MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS F.G.&H ON SHEETS 6&7) 1.ANCHORS 7D SUBSTRATE SHALL BE AS FOLLOWS: POURED CONG11CIVOONOWE 9DOf POURED Ooh (A) TO EXISTING POURED CONCRETE(Min.fe-3 ksi) MkIam QE WALL SILL MOUNTING ©CEILING MOUNTINGHQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACNIRED BY I.T.W.BUMD(.(Mm,fc=3 ksi) SPAN ANCHORS SPACING LEGET4D - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BDLT&SPECIALTY COMPANY.(Mm.1'c 3 ksi) (R) Am"M MWIVE PIiE,RSM@ RNIIG OE9O1 1lrJBhE PIBSSIBE RMING(7+1 sm MEGAINE:PRFSM RONG bo BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOPoDA FASTENERS DIRECT,INC.(Min.fc-2 kQ TAPCON OR 30 40 60 75 SID 120 160 205 30 60 75 90 120 160 ZA5 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED04SE BY POWERS ZED VENDOR INC..AND DISTRIBUTEDWITHHA ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 8 a 55 14 t2 10 9 8 8 6 6 14 12 10 9 e e 6 s THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR I?EDISIERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCATION,INC. 14 12 10 B 8 8 6 6 1{ 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 ALL POINTS SOLID SET (Min.fc=3 ksi) OR LESS 14 12 10 B a s 6 8 14 12 10 9 8 8 6 6 14 12 10 9 0 0 6 5 BLUE TAP'W/CPP NOTES: 14 72 /0 B 8 6 8 7 f4 12 10 9 B 8 6 6 14 12 70 9 8 B 6 e A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B 8 7 Sb 75 14 12 I. B 8 8 6 6 14 12 10 9 B 8 fi 6 TAPPER' 14 12 10 B 8 8 . 6 14 12 f0 9 B 8 8 8 14 12 70 9 8 0 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 e 8 6 4 SS A2)MINIMUM EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/e'WTO THE POURED CONCRETE NO EMBEDMENT t4 12 10 9 8 8 6 4S 14 72 10 9 a 8 6 5.5 14 72 10 9 6 8 8 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 7S 55 SS - is 12 f0 9 8 6 6 5 14 72 10 9 e 7 5S 4 4'SEE TAPS OF USE Fort 1'MINIMUM FOR WALLS 1Vf111 NO STUCCO. 14 12 10 9 e 8 8 6 14 12 10 9 8 8 6 55 14 12 10 B 8 8 6 45 BIAOEIXH SIF27 19 _ 5'-0' 14 12 10 9 8 7 4 - 14 12 l0 9 8 65 5 35 14 12 10 8 65 5 35 3 A. IN CASE THAT PRECAST SrCNE,PRECAST CONCRETE PANELS,PAVERS OR ANL'VENEER BE FOUND ON THE EXISTING WDLL OR FLOOR. 14 12 10 9 8 75 4.5 - 14 12 10 9 8 B 6 45 1{ 72 10 9 e 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOtCATFD ON 14 12 93 7.5 85 45 - - 14 12 f0 9 e 75 55 4 14 /2 l0 9 B 8 45 3S NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON'VIM SIDING OR E3FS WITH OR WITHOUT METAL STUDS CONSULT ROS ENGINEER.FOR 6--0- 14 12 f0 9 8 8 B - 14 12 f0 B 8 6 6 5 14 12 10 9 8 65 '5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 73 55 3 - 14 12 10 8S 7 65 4 3 14 12 8 6S 5.5 4 3 - 14 12 10 9 8 8 - - 14 t2 10 B 8 BS 5 75 14 12 10 05 8 5 { - (B) TO EXISTING CONCRETE BLOCK:(ASnI C-90) 14 12 a 89 55 3 - - L 12 10 9 8 65 4.513.5 14 12 10 L 7 5 3S 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUI DEX. 7,_0- 14 12 t0 9 8 8 - - 14 12 10 9 a 7 5 4 14 12 10 B 75 55 4 3 1/4'0 BLUE TAP COPNCRETEINTS SANCHORS W/CAP AS MANOLID-SEr ANCHORS,AS UFACTURED EfY FLORIDA FASTENERS DIRECT,UTED BY ALL POINTS SCREW,DOLT&INC. COMPANY. 14 12 10 8 65 4 - - 14 12 9 75 6 45 35 - 14 OS 7 55 43 JS - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED B(ALL POINTS SCREW,BOTS&SPECIALLY 14 12 10 BS 7 4 - - 74 12 10 9 75 55 4 - 14 12 9 7 75 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 45 - - 14 12 9 75 55 4 - 14 12 9 7 6 45 3 14 12 70 9 8 65 - - 14 12 f0 9 8 6 4 - 14 12 10 B 63 5 3.5 - NOTES: •_O- 14 12 83 7 5.5 3 - - 14 12 8 &5 55 4 3 - 25 9S 6 5 4 3 - - BANCHORS .1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 75 0 - - 14 12 95 6 65 5 - 114 12 8 1 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 &5 5 3.5 1- 14 112 10 8 65 5 114 12 8 65 5 4 9,-O° 14 12 10 9 8 - - - 14 112 10 9 75 4.5 - - 14 12 E75 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 113 73 6 4 - i4 11 7 53 535 - - 11 a 55 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SWILL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 85 7 55 4 - 14 105 7 55 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15 8.5 55 4 - 14 121 9 7 8 .5 - - 14 11 7 55 4.5 3.5 - 10,-o' 14 12 10 9 7.5 - - - 14 12 110 8 65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR Rom 14 7D_5 7 5 35 - - 13 ss 6.5 5 4 3 - t0 75 s 4 3 ANCHORS SHALL BE LONG ENOUGH 7O REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SFHAIL BE AS INDICATED ON 14 117.5 53 - - 14 113 9, 6 5 4 12.5 95 6 5 4 4 NOTES B.1)&B.2)ABOVE.FOR MSTAIlATIONS ON YIM'L SIDING OR BFS WRH OR WRHOUT NETPL STUDS CONSULT THS FNGINEIIL 0.5 8 5 - 14 12 8 s5 55 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 HL5 7 55 4.5 3.5 - 11-O' 2.5 93 5 - 12 9 8 45 4 3 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 05 7 55 45 - - - 15 85 5.514.5 75 - - - 94 7 4.5 - - 14 11.5 75 8 5 - - 12 9 6 45 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12,-0' 14 1z 10 - - - - - 14 12 8 65 8.5 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 85 4.5 - 11 8 5S 4 3S - 8 8 4 3 MAXIMUM ANCHCR SPACINGS AF✓£VAUO FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3S 95 6 - 13 95 65 5 4 - OS 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 105 7 65 45 - 11 85 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SRALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - 14 11,517.5 6 5 - - - 12 9 6 43 4 - - - FACTOR OS 8 - - - - - - 10 73 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL u&5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON 7HREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP TAPCON WITH ADVANCED MINA SPPAACING 8 fi - - - - - - 13 9.5 65 5 - - - - Gs 7s s a - - - - 1 HV BLADE OR DICTANCE 14�-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 85 5S 4S - - - - ED. MIN.SPACING=3' MIN.SPAGNG-3' MIN.SPACING-3 1/2' MDL SPACING=3' 3 3/4' 4' 10 73 - - - - - - 9 7 4S 35 - - - - 7 5 S6 3 - - - - HV BLADE W POURED CONCRETE& F'oL7aD SE E BOaL POURED CONCRETE& F'OV(2ED CONCRETE&Pam c>zI�TE OMIETE EIGa( IS e 11 0 53 45 - - - - 9 es 45 _ _ _ _ _ .� V WIN W � � MN.M-31 MSL Ea. LM 1/Y MN FLl M CONCRETE BLOCK M)L M-3 1/2'MN.ER-2 1/2' 7.5 - - - - - - - 72 B 6 - - - - - BS 7 43 - - - - 14 - - - - - - - 3.5 10 6.5 - - - - - G5 a 5 - - - - - BLADE WORKING 3' 1.a 0.81 1.0 o- t.o 0.84 1.0 15'-0' 9 _ _ _ _ _ _ _ 85 85 4 - - - - - 8.5 5 J - _ _ _ _ 2 1I2' - O.Bi 1.0 - - 0.87 1.0 9 - - O.5 a 5 - - &5 5 4 - _ _ _ _ IN UNISON ♦ z' a.71 - 0s1 7 _ _ _ _ _ _ _ 1S 85 55 _ _ _ _ _ 9 ss as _ _ _ _ _ 1 3/4' - 091 _ _ _ a,u L6_0• 14 _ _ _ _ _ - 2S 95 5 _ _ _ _ _ 10 75 5 - - - - - 1 1 2' 035 0.35 8 6 6 4 6 45 3 95 - - - - - - - 95 7 5 - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC.P p:....LIT ''. 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