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HomeMy WebLinkAboutProduct Approval � ♦ t E: ` it 4 ill,"{ L - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search { Florida rProduct Approval .USER:Public User f`�C3X$:drKA! Product Approval Menu>product or AooGcation Search>Application List>Application Dotal[ + ♦ FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl,pdf FL13757 R6 COI IndeD2.pdf FL13757 R6 COI IndeD3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eciulv Equivl.pdf FL13757 R6 Ectuly Equiv2,adf FL13757 R6 EaqjjLEgyiv3 pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products I FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ-.Yes FL13757 P-6 jj--jQ-w_q1.,P-d-f Approved for use outside HVHZ-Yes Verified By:Frank L Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 K6 AE Email.Ddf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13757 _df 57 R6 II Dwq2.p Approved for use outside HVHZ:Yes Verified By: Frank L Bennardo,P.E.PE0046549 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:-See installation drawings for allowable span/pressure FL13757 R6 AE E"12,Rdf combinations and additional ffmitatfons of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level'E" I for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use In HVHZ:No FL13757 R6 11 Dwq3.r)df Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other.See product drawing for additional information, FL13757 R6 AE Eval3.pd anchorage,etc. Created by Independent Third Party;Yes aar_;c Next contact Us::2601 Blair Stone Road.Tallahassee EL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addrrsses are public records.If you do not want your e-mail address released In response to a public-remrill;request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 4SS,F.S.must provide the Department with an email address If they have one.The ernalls 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 W the public.To determine if you are a licensee under Chaptei-455,F.S., please didc here Product Approval Accepts; 992 ME Fia 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTESL No PE0o4654 .,.! 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING tO IE SIXTH EDMON[[2�417) FOR USE WITHIN AND OUTSIDE THE HIGH T L.00LTY HURRICANE 4• * ' ZONE,AND THE INTERNATIC�f4/LL BUILDING CODE(IBC)AND INTERNAWAL RESIDEN 1iAL CODE UNUNITED wIDTx 6g: c a IRC.THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN SECnoN { STATE OF ASTM EL996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. a _ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE' .� S •.,<ORi4*,.•' " 8 DETERMINED PER SEPARATE E»GINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE C RE�QQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 740 AND CHAPTER 1609 OF THE E �� FLORIpA BUitpING CODE SHALL BE LESS THAN ORE UAL TO THE POSITIVE QR NEGATNE pESIGN ��r f N Itt to • PRISSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. �� s 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201120?�203 AND ASTM E1886_(E29961E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM D PRESSURES DIVE ED 8Y A 1.5 S. TFiISa'YSTEM NAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W '+m ZONES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW CRIT£}{IA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. e 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND c of LOAD DURATION(ACTOR Gd n 1.6 WAS USED FOR WOOD ANCHOR DESIGN. e A 7. DETERMINE THE POSTTNE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE �^ DOCUMENTS IN ACCQRDANCE W1TH THE GOVERNING CODE AND GOVERNING WIND VELOCITY- FOR SHALL 6EAUS�LCTlLATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd+0.85 B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC �i N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER In 6 61GIS-23 OF THE FLORIRA•ADMINISTRATIVEOODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TQ BE APPLIED BY THE CONTRACTOR PROVIDED THE S CONTRACTOR DOES NOT pEVIATT3 FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR qer VERitZTS THAT THE EXISTING STRUCTURE ODES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTULTAL SUBSTRATES DETAILED HEREIN. (';lS 11. ANY MODIFICATIONS OR ADDMONS TO THESE APPROVAL DOCUMENTTi WILL VOID THE APPROVALlilUt �� � • DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HUMPAN,E PROTECTNtN BOTTOM 9 OFFICIAL MAY REQUIRE THAT SIT£SPECIFIC DOCUMENTS BE PREPARED,S19NED DATED AND TRAM r o SEALEp BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH OETAIL A`ND JUSTIFY THE + DEVIATIO».AS A CONQMON TO THE BUILDING OFFICIAL GTiAF7TiNG HIS/HER APPROVAL L00UNG MECHANISM,SEE 13. EACH 5HU71I ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITTi THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: Taw»&COUNTRY INpusT'RiteS TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 � SHUTTER ELEVATION $ a FLORIDA PRAOSAO{'PPROV�AL NUMBER 1 N.T.S. EXTERIOR ELEV n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-76 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERS�EXEEL CLUDING INSTALLATION)SHALL BE STAINLESS STWITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE SIREN OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16-0$052 ALUM.ALLOY. HVHZ NON HVHZ ESSENTLAI" i6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR T RACKS MAY BE REMOVABLE AT NOWSTACKSHUTTERING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS �rt 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 AL 30'ABOVE S 9D'ABOVE 5 A ABOVE TION S 90'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE II 11 22. SHUTTER MAY BE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. 72" 2-114' 1.618" 2318" 1.YW 23. SEALANT SHALL BE USED ON ANCHORS DAMS ttwMS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3.1/Y i 718' 9618` 17/8* _ TABLE 1 L TLE 1 NOTES: 120" 4.118• r 2' 1.DESIGN PRESSURES SHOWN IN"ACCORDION 144" 2' 6'" 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE ABLE SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1 2 :DEFINED DANE COUNTY AND BROWARo CO RIDA npj egpg AT EACH RESPECTIVE SHUTTER SPAN. :DEFINED AS AL LOCATIONS OTHER THAN MIAML DADE CDUNTY AND dRDW UNN POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER �.cJ-2339 SHUrrER DESIGN •DEBIGN SPANS IS NOT PERMITTED.FOR SPANS $. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSURE Ems- BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FORTHE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". I�-� (1'lD SPAN SHALL BE USED. 4. INSTAUATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 3D'SHALL 7Z' 100 100 H&E2-G718'tE4iNIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE, ANNND 1.5/8"WHEN>30' 08" 70 70 LINEAR INTT•�LA TME BETWEEN TIQN SHUTTER SPANS IS NOTI�Gi f&_%ff USED 1i2V 63 63 11 44" 43 40 6. SEPARA'no VOUTSIDETIF'TR VHZ HAS BEEN DETERMINED IN ACCORDANCE WITH USED, E1996.09. K45B�EgNNARD,F� P-6�-1t MIN.GLASS . ...,%/ C 4mC16 .- GLASS SEPARATION z 1 ,. . OR DOOR PER TABLE 2 ¢pS GLASS OR y```j4 ,"•• FFua - DOLASOR No Oq /^t a z I I=/I w a DOORS OR SEPARATION 1 M Y X N PER TABLE 2 w,1 = E t w rSE.P.RATION Iw-m FTA : z 0 Z t~- ABLE2 ;0 I LL79u a rQ�, /el111� qV m 19 4 wool t3 X zoo am I _ - /2 J w 2 Cl CONNECTION TYPE 4 a a z ata 1 MAX.FROM PIN GUIDE uQ a REFERENCE ANCHOR u ap - N 28 SCHEDULE FOR MAX, TO BUSHING WASHER(TYP.) SPAClN Q fo�TWO 1/4"0 WOOD .250" 0JU LAG SCREWS C4 CON y I """'7�"0� O{ti W O.C.MAX. H 2" RE ANCHOR N p THRE ON ULE FOR MAX. 4i 0 CENTER OF 2 UD5ACING f t- i8b //L G / v 18 EMB."T' 14 SMS @ MIDSPAN BETWEE "u , +t STUDS FOR TRACK TO 1"x 4' EXISTING HOST STRUCTURE �. PLYW00 TUBE CONNECTION / STUCCO INISH P'x 4"x.125" 6063-T6 ALUM.TUBE rHisJ/ EraiL rD BE USEO WHEN STUD SP TNG DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL W4 EXCEFDS THE MAX.ALLOWABLE ANCHOR ACING. SCALE:3"=1'-0'• `-'' SCALE:3"_1'-0" IF e tmf C WALL MOUNT SECTION THIS O AIL MAY SCALE:3"=1`-0" AL AT TOPSEO 2m R ACCORDION SHUTTER W m ID PER PRODUCT APPROVAL 1- oGLSS I- I MN GLASS SORADOOR F~- 2 '° SEPARATION- t3 D N w $ IA ° PER TABLE = N EXISTING WOOD IG=0,42) Sd APPLICABLE AT TOP X 4 N Z TRUSS OR RAFTER IL�I�Ii AND OR BOTTOM X ¢ @ 24"MAX.O.C. -1/2'1-1/2" roll 3* L M Y I. EXISTING FINISH MATERIAL d e 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/6"6063-T6 •I i i iI w tl 1/2 MIN. TO BUSHING WASHER ITYP.) ALUM.ANGLE W/THREE S 2'x 3'x iii'x CONIINUDUS OR 2.175' 1/4"TILE tTYP.) 1/4"0 WOOD LAG G 2'x2'xSfl'xCONTIN000S J FINISH MATERIAL SCREWS WITH 2-3/4" 6461-T6 ALUMINUriANGLE MINIMUM THREADED a 3/4"PLYWOOD PENETR "T"IN WOOD(a 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X --III A325 GRADE THRU BOLT La 7"O.C. EACH RAFTER OF TRUSS, ¢ ¢ ED TD FASTENED TO ANGLE WITH IIF4-20 OR 5/16"W A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE ANGLE FASTENAn. EXISTING L ESI CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALLA.OR S-S, ANGLE EXTENDS BEYOND HOSTSTRUCfUREW)T#1 AND S'O.GFORTHEEiAiANCE LAST TRUSS MORE THAN a EM 1) "'` �_ 1/4"W ELCO ULTRACON TD CONCRETE/CMU w %0 ELCO ULTRACORS AT 5"O.C.W/1-1/4'MIN.EMB. 6", EXTEND ANGLE TO a •W E70 ma CONCRETE HOST I NEXT TRUSS. 'w'-1 3'FROM ENDS AND WO.C. 2-1/2'MIN. STRUCTURE(3000PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" Lq FOR BALANCE WITH 13'4' MIN,EMB. IN WOOD SG=0.42.TO 0.55. MIN EMBEDMH�IT'ANB2'Yi' •DESIGN LOAD AT 5*-Q'MAX SPAN: EXISTING CONCRETE, 13 N r z v m a MIN EDGE DISTANCE, HOLLOW BLOCK OR / t7 0'"< COPYI�NIRWIIL®ti1tWDPE STAGGERED WITH 3'MIN. {,D GN LQAD AT6'-W MAX SPAN: WOOD FRAMING.SEE " X w z F' 2"x S"x 1/6"CONT. SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. .I}' ALUM.ANGLE 16063-T61 u O y `5-2339 BASED ON TYPE OF BUILDOUT MOUNT STRUCTURE Q HO SCALE.NTS (MAX.DESIGN LOAD z 72 P S.F.) Hb PASS THRU DETAIL TRUSS MOUNT SECTION °yy SCALE:3"=V-0" K SCALE:3"=V-0" ANCHOR SC UtE "CONCRETE L tliNN t ._ 111 PE0tl46519 2.5'MIN EDGE DISTANCE f Spans Up To W-W-�� ,Spens UD TO B'-3" Spans UP TO 12'-0" -P-. •'•• LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (� CY C2 C3 C4 CS Cl C2 C3 C4 CS ClC2 C3 C4 CS N4 PEDO4. .e 7} _ 1/4"TTfN TAPCON OR ELCO 43 16A"16.0"15,0'116.0"26.0416.0"116.0"19.0" 13.0"16.0"16.0" 9.5" 5.5" B.S' Y4.1' ^ ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5"114.7'16.D"16.0"112.0" 7.0" 10:5'16.0"15.0" 7.5" 4.5"17.5" 10.5' ^'TI * A EMBED(3192psi MIN CONC) b2 18.("26.0" B.S't1611'.IS&16.0" 9S' S.S. BS' 15.0"1S.0" 7.5" 4.5" 7.S' 10.1' Z , 70 16.0"13.0" 7.0" 16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5' 4.5" 7.S' 1D.5" COMBINATIDMjO100 15.0" 7.5" b5" 10.5"15.0" 7.5" 4.5". 7.5' 20.5"SS.p" 7.5" 4.6" 7.S' 10.5" 2 x 5 TYP. 4 / 10 COMBINATIO�H-43 16.0"16.0"15.0" 16.0"16.0"16.V 9.0" 13.5"16.0"16.0" B.5" 5. ") X6.4"26.4'"21.0" 16.0"16.0" .8" 4.5" 7.S' 9.5" �QgMIN CONCRETE 62 16.0"1S0" 8.5" 16.0"16.0" B•S'` 5.S" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9,5" 111I 1UI- 70 X6,0"12.0" 7.0' 16.0.14.0" 7.0" 4.5" B.0" 20.5'13.5" 7.0" 4.5" 7,5" 9.5"SW 13.5" 7.0" 4.5" 9.5' 13.5' 7.0" 4.5" 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5"114"ELCO CRETER.EX SS4 43 16.0"16.0"16.0" 16,0"16.4'16.0"13.5'16.0"16.0"16.0"12S' 8.0" 13.6"X6.0" Y x S TYP. 2 x S YP.W/2•EMBED p350ps1 MIN 53 16.0"16,0"18.0" 16.0"16.0"18.0"10.0"15.5"16.0"Y6.0"10.0" 6.5" 11.0"M.0"CONC) 62 16.0"16A"12.5' 16.0"X8.0"12.5' 8.0" 13.0"Sb.p"36.0"24.0" 6.5' 11.D" .0" N B �. 70 16.0"16.0"10,5'X6.0"16:0"16.0"10.5" 7.0" 13.5"15.0"18.0"10,D" 6.5" 12,0"14.0" 100 16.0"10.tl" 6.5" L1.4"34.0"18.0"10.0" 8.S' i1.0"14.0"25.4"10.0" 8.5" 11.0"24.0" O 1"MIN EDGE DISTANCE NOTE: '•S•'INDICATES ANCHOR SCHEDULE SPACING. M� Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 p C4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OA FICO 43 16.0"16.0" 7.5" 8.0" 16.0 16.0"16.0" 5.0" 5.S' 16.0"16.0" 9.0" 3.0" A.0" 14.0" _ C2 CONNECTION TYPE USING PIECE © WITH OUTSIDE 91 ULTRACON NUN 1-3/4' S3 16.0"16,0" 5.5" 6.5" 16.0°18.0"Y2.0" 4.5" 16,0"14.5" 7.5" 10.0" ANCHORS ONLY EMBED(3192psl MIN CONC) 62 16,0"iS,S' 4.5" S.S' 16.0'16.0" 9.0' 4.0" 14.S"14,5" 7.5' 100" - C4 CONNECTION TYPE USING PIECE WITH ' 70 16.0"12.5" 4.0" S.0" 16.0"15.0" 7.S' 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5" MID. 14.5' 7.5" 10.0"14.5" 7.5' 10.0" 7a 1/4'MILLENIUM MRIFAST 43 16.0"16,0"11.0"13.5'16.0"16.0"13.0" 6,5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" ,„. RUE 1, WITH 1-3/4'EMBED(3275PO 53 16.0"16.0" 8.0"11:0"16.01.16.0" 9.0" 5.0" 7S" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: MW CONCRETE) 62 16.0"11.5" 6.0" 9A" 16.0"f3.S' 7.0" 4.0" 6.5" 13.0"10.5" S.5" 5,5" 7.5" F• 8 y 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING tC m X6.4" 9.5" 5.5" 8.0" X6.4"2X.S' S.S' S.5" 8.5" f0.5" 5.S' S.S" T.5' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE � !od 30.5" 5.5" 5,5" 7.S' 10.5" 5.5" 5.5" 7.5" 10.5' S. 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Po 1). Ob g a 2/4'ALL-POINTS SOLID-SET 1-114"MRi EDGE DISTANCE ➢L eg CX C2 C3 C4 CS ClC2 C3 G4 CS Cl C2 C3 04 CS 2• ENTER ANCHOR SCHEDULE BASED F- THE EXISTING STRUCTURE MATERIAL, <g ANCHOR W/7/B'EMOED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR � (I 777III 1/4.20 SS MACHINE SCREW 43 26.4"18.V' B.S' 10.5'16.4"16.0"12,4" 5.5" 7.S' 16,0"YLS' fi.5" 3.O" 50" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (30DOPSi MIN CONC) 53 16,0"150" 6.5" 8.0" 16.0"16.0" 8.S" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUALTO SHUTTER SPAN. 62 16.0"11.0" S.0" 7.0° 16.0"12.5" 8.S' 3.6" SO" 100'SOA" S.W 4.0" 7.0" ,3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. +� 70 Y60" 90" 4.5" 6.0" 16.0"110.5"15.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" q, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-40 HOLLOW CONCRETE $ 5.0" 4.0" 7.0" 10.0" 5.0" A.0" 7.0" BLOCK OR WOQO FRAM2NG•REFERENCE ANCHOR SCHEDULE FOR PROPER v 1/4'ALL-POINTSSOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCNRE AND APPROPRIATE ANCHOR W/7/8'EMBED h .Cl C2 C3 C4 CS Cl C2 C3 C4 C'S Cl C2 C3 C4 C5 CONNECTION TYPE,SEE CONNECTION DETAILS FOR IQENTIFICATION OF 1/4.20 SS MACHINE SCREW 43 16.0"16.0'16.0"160"36.0"160"16.0'21.5"16.0"16.0"16.0"11.0" ZD" 1101115.0" CONNECTION TYPE. Z5 (31HOOpsI MRI CONC) 53 16.V 16.0"13.5"16.0"16.0°16.0"11.0" B.S' 13.5'11"4164-180 S.5" 9.S' 12A" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE `$ rys 62 Sfi.O"280"YO.S'26.0"26.0'18.0"f1.0" 7.8"111.0"116.0"116.0" B.5" S.S' 9.5" 12.0" ONLY. A + 70 16.0"15.4' 9.0" 14.0"16.0"116.0"19.0-16.0" 10.0"13.0"16.0" 6,5" 5.S' 9.5" 22.0" C6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 140:YfiA' e.S' S.S" 9.5" 32.0"15.0" 8.5" 5S' 9.5" 22.0"Y6.8" 8.5" S.5" 9.5' 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND 00 NOT INCLI)DE STUCCO OR OTHER WI 1/4.20 SS BOLT AND Cl I C2 I C3 1 04 1 CS I Cl I C2 C3 C4 C5 Cl C2 C3 C4 a 1"EMBED(30000 MIN 43 16,0"16.0"140"16.0"16."16.0"140" B.0" 12.5"16.0"14.0" 7.5" 5.0" SIB, 11.5' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS @ w � S CONC) 53 Y60"16.0" 9.S" 14.0"116.08"26A"-9.5" 6.0" 50.0"i5:0"YY.5" 6.p" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE(,VATE WOOD FRAMING 333 C 62 16,0"12.5' 7.S' 12.0"16.0"14.5' 7.5" 5.0" 8.5" 11.5' 6.0" 4A" 7.0" BA" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR + 70 Y6.0"20.0" 6S' 10.5'X6.0"12.0" 6.0" 40" 7S" 9.9' 11.5' 6.4" 40" 7.0" 8.0" SIDE CLO PIECES. IOD 11,5" 6.0" 4.0" 7.0" B4O" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE lAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2 (MIN.]WOOD S�T71D.3J4' 1/4'POWERS SS DROP-IN 31/2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD NG G SCREWS SHALL ¢ ¢ W/1/4-20 SS BOLT AND $43 C2 C3 C4 CS M C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1'EMBED(3DMPsl HIM 16.0"15.0"16.0"16.0"16.0"14.5' 9.0" 13S"160"15.0" 7.S' S.O" 9.D,•12.p" 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 112'ENGAGEMENTOFTHREADSIN CONC) 16.0"30.5'15.0"16.0"16.0"20.0" 6.5' 10.5'16.0"12.p" 6.0" 4.0" 7.5" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFERp{�-.� 13.0" 6.0" L2,5'18.0"YS.O" B.0" 5.0" 90" 12.0"12.0" 6.0" 4.0" 7,S' 8.S' _ NFAD(SIDEWALK$DLT),U.O.N. 91+H"-"+" 110"260"125' 65" 4.5" 8.8" 9.5" 12.0" 60" 4.0" 7.S' O.S' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. P 6.0" 9.0" 7.S' 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.p" 6.0" 4.0" 7.5" 8.5" ® I�2"MRH EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, #12 SMS W/2'EYEWALL C2 C2 C3 04 1 CS Cl I C2 C3 C4 C5 I Cl C2 I C3 C4 I CS NUT OR WASHER WINGNUT. OOPlRIp11Y4tF8CLEMW+LOPJY ARMOR INSERT WI P EMBED a3 26.0"16.0"11.5'Y4.0'160"16.0"16.0' 7.5" ]6.5' 14.WI%4.0- .0"16.0" 9.p" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 1$-2339 (2000ps1 MIN CONC) 53 16.0"16.0" B.5" 11.0"16.0"26.0"i1.S' 5.5" .4"14.0" 7.0" 3.S' 5.91 10.0" 62 16.0"X5.0" 7.0" 9.5" Y8.8"16.0-19.0- 4.5" .0"240" 7.O" 3.S" 5.S' 30.0" 12, WHEN ANCHORINGTO HOLLOW BLOCK SOS DRIt15 SH011LD NOT BE USED TO aC2ttr+DRILL INTO HOLLOW BLOCK NOR SHDOLD IMPACT DRILLS BE USED TO INSTALL70 16.0"12.0" 6.0" B.0" 16.0"14.5' 7.5" 4.0" D.5"14.0" 7.0" 3.5" S.S' 10.0" CONCRETE SCREWS TO HoU6w BLOCKiD0 2q.G" 7.0" 3.5" 55" 1,W.14.p" T.0" 3,5" 0.0"f4.0" 7.0" 3.5" 5.S' 14.0"t12 SM5 W/2'.75'EYEWALL 43 16.0"16.0 16.0"16.0"16.0"16.0"Y6.0"30.0" 6.0"16.0"11.5" 6.0" 9.S. 16.0" l °",�,�ARMOR INSERT W/2.S 53 16.0"16.0"120"160"28.0"36.LP'25.0" 7S' 6.0"16.0" 9.0" 5.0" 8.0" 13.0"EMBED(2066p9MIN CONC) 62 16.0"16.p" 9.S' 13,5'16.0"16.0"21.5' 6.5" 6.0"16.0" 9.0" 5.0" 8.0" " (N70160"36.0" &0" 11.5"16.0"16.0" 9.5" 5.5" 4.4"36.0" 9.0" 5.0" 8.0"lop 16.0" 9.0" 5,0" 8.6" 13.0"14.0" 9.0" 3.0"16,0" 9.0" 5.0" 8,0" 13.0"