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HomeMy WebLinkAboutS01.01 Structural Specsb' 6' #8 SCREWS, TYP MI VERTICAL LIGHT GAGE FRAMING °01'01 WALL STUD 7. SEE SECTION L/503AI FOR DEEP LEG DEFLECTION TRACK DETAILS MIL. THICKNESS - STRUCTURAL GAGE NUMBER CROSS REFERENCE ---T-"--"�--- I '- --T= =1--- Lr STRUCTURAL NOTE5: b. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON -SHRINK GROUT SUCH AS 'MASTERFLOW 713' BY MASTER BUILDERS. 20 GA ------ 33 MIL I • • • 19. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING CADMIUM 18 GA. ------ 43 MIL I TOP TRACK SPLICE I A. CONTROLLING BUILDING CODE: 2014 INDIANA BUILDING CODE - (2012 IBC) PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE 16 GA. ------ 54 MIL (CENTERED BETWEEN I SEISMIC DESIGN CATEGORY B OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 14 GA. ------ 68 MIL 10. SEE DETAIL R/501.01 FOR ADDITIONAL SCREW RFQUIR81ETNTS. 12 GA. ------ 47 MIL : VERT STUDS) I 11. SPLICES IN FRAMING COMPONENTS OTHER THAN TOP AND BOTTOM WALL I I - TRACK ARE NOT PERMITTED. SEE DETAIL M/SOIOI FOR SPLICES IN TOP EXAMPLE CROSS REFERENCE: '. • • • • II I B. STRUCTURAL COLD FORMED METAL FRAMING 12. WALL TRACK, ATTACH BOTTOM TRACKS WITH 0.157' DIA POWDER ACTUATED FASTENERS 3 5/8', 18 GA STRUCTURAL METAL STUD - 5� )4 METAL STUD _ _-1� �,J� = z 11� JJ I. ALL STOREFRONT FRAMING SHOWN IN STRUCTURAL SECTIONS (502.XX (HILTI X-U OR EQUIVALENT) AT 16' O.C.,. TTP U.N. / - _ -L __ _ __ _ DRAWINGS) AND A5 NOTED STRUCTURAL SHALL CONFORM TO THE 13. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE STUD (S•STUD) FLANGUD VERTICAL REQUIREMENT OF THIS SECTION. INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE DEPTH (T•TRACK) WIDTH THICKNESS WALL METAL STUD z 1'-0 2. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, •3.E25" •1.62511 •43 MIL (18 GA.) STUD (GAGE TO MATCH 4AGE OF TRACK) " CURRENT EDITION A151 SPECIFICATION FOR DESIGN OF COLD -FORMED WITH (I)-#8 SCREW IN EACH FLANGE OF EACH STUD, UNLE55 NOTED. •3 5/8' •I 5/8" STEEL STRUCTURAL MEMBERS'. SEE A/503.0 FOR CONDITIONS WHERE 3. ALL MEMBERS 514ALL BE FORMED FROM CORROSION -RESISTANT STEEL ADOL STUD REQUIRED. PROVIDE (GRADE 33 UNLESS OTHETRW15E SPECIFIED) AND THEN ZINC COATED PER D. STRUCTURAL STEEL SEE GENERAL NOTES FOR LOCATIONS WHERE NON-STRUCTURAL AND STRUCTURAL STUDS 715 SCREWS, TYP C SIMILAR SPLICE DETAIL WHERE STUD 4. ASTM A653, GRADE G-60. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, ARE 70 BE USED. .TABLES ABOVE ARE A REFERENCE GUIDE FOR STRUCTURAL STUDS BREAKS' 'CLARKDIETRICH' OR EQUAL. THE INSTALLATION SHALL COMPLY WITH THE I. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR ONLY. TCP TRACK MANUFACTURER'S RECOMMENDATIONS. THE DESIGN, FABRICATION AND ERECTIOJ OF STRUCTURAL STEEL FOR 5. DESIGN BASED ON Fy • 33 K51 FOR MEMBERS BUILDINGS', CURRENT EDITION. 43 MILS AND LIGHTER. 2. WELDED CONNECTIONS SHALL CONFORM TO THE CURRENT REVISED CODE Fy • 50 K51 FOR MEMBERS OF THE AMERICAN WELDING SOCIETY, AWS D1.01. WELDING ELECTRODE5 54 MILS AND HEAVIER. SHALL BE E70XX, LOW HYDROGEN, LIGHT GAGE FRAMING SCREW CONNECTIONS 6. ALL STOREFRONT FRAMING SHOWN IN THE STRUCTURAL SECTIONS SHALL 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS SECTION METAL STUD z P-0" HAVE 1 5/8" FLANGES AND WEB DEPT95 AS INDICATED ON THE DRAWINGS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS U51NG ASTM A325 OR M7 7. TRACK BLOCKING IN WALLS AND CEILINGS SHOWN IN THE ARCHITECTURAL A490 BOLTS' CURRENT EDITION. SEE SECTIONS AND DETAILS FOR SPECIFIC UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING x8 SCREWS. S"= 1'-0. DRAWINGS SUCH AS F/Al2.01, ETC. SHALL BE 18 GA (43 MIL) WITH 11/4' CONNECTION REQUIREMENTS SEE DETAIL A/503.0 FOR DIAGONAL BRACING CONNECTIONS. FLANGES 4. STRUCTURAL STEEL BEAMS SHALL CONFORM TO THE REQUIREMENTS OF AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF TOP TRACK SPLICE Bw_'E-Ow 8. 9. SEE SECTION L/503.0 FOR DEEP LEG DEFLECTION TRACK DETAILS TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR ASTM A992, Fy • 50 K51. STEEL TUBE SHALL CONFORM TO THE LIGWBASE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED 50 STRUCT/NON-STRUCTURAL STUDS 42MOHI9DBTL M NON -SHRINK GROUT SUCH AS 'MASTERFLOW 713' BY MASTER BUILDERS. REQUIREMENTS RUIREMENTS OF ASTM A500, GRADE 81 Fy • 46 KSI. STEEL PIPE SHALLHE CONFORM TO TREQUIREMENTS OF ASTM AW, Fy • 36 KSI. ALL TWAT THE TWIT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMDGTH. 10. FASTENING OF COMPONENTS SMALL BE WITH SELF -DRILLING CADMIUM OTHER STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO THE CODED NOTES: PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE REQUIREMENTS OF ASTM A36, Fy - 36 KSI. NO O f USED SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. Q NOT USED 11. LRT SEE DETAIL R/SOI OI FOR ADDITIONAL SCREW REQUIREMENTS. O NOT USED 12. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED. - 02 NOT USED IO HSSBz6z3/8.LEM 13, STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE IN51DE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOVER RUNNER TRACKS, WITH (1)-M5 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. 14. ATTACH BOTTOM TRACKS WITH 0.15T DIA POWDER ACTUATED FASTENERS tl NOT USED (HILTI X-U, ICC ESR-2269 OR EQUIVALENT) AT 161 O.C., TYP U.N. 0 NOT USED - -. C. NON-STRUCTURAL COLD FORMED METAL FRAMING 12 HS%x3zl/4 COLUMN - SEE PLAN FOR I. ALL. INTERIOR FRAMING NOT COVERED IN STRUCTURAL LIGHTGAGE FRAMING ® NOT USED ORIENTATION 2. SECTION SHALL COMPLY WITH THIS SECTION. COLD FORMED STEEL FRAMING SHALL CONFORM TO REWIREMENTS OF THE CURRENT EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE PUBLICATION 'NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF 001-04ORMED STEEL 13 NOT USED FRAMING - NONSTRUCTURAL MEMBERS', EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. -.. S. FRAMING MEMBERS SHALL COMPLY WITH ASTM C 645 FOR CONDITIONS INDICATED. 14 NOT USED STEEL SHEET COMPONENTS SHALL COMPLY WITH ASTM C 645 AND PROTECTIVE COATING SHALL COMPLY WITH ASTM A 663 C40 OR HAVE A COATING THAT PROVIDES EQUIVALENT CORROSION RESISTANCE. A40 GALVANINEALED PRODUCTS ARE NOT ACCEPTABLE. O5 NOT USED 4. FRAMING SHALL HAVE A MINIMUM THICKNESS OF 0.019 INCHES (57 KSI MINIMUM YIELD STRENGTH) OR 0.030 INCHES (33 KSI MINIMUM YIELD STRENGTH). 5. FRAMING SHALL HAVE 1 1/41 FLANGES AND WEB DEPTHS INDICATED ON THE © NOT USED 15 DOUBLE 3 5/8", 20 GA LINTEL WITH DRAWINGS. 3 51W, 20 GA TRACK AT BOTTOM. y5 SCREW 6. FRAMING BASIS OF DE51GN: CLARKDIETRICH PROSTUD20, MARINOWARE VIPER 20. SEE G/S03.01 FOR DETAILS AND r P 12 x 30 MIL, 33 KSI DRYWALL STUDS ARE ALSO ACCEPTABLE ALTERNATIVES. IF ATTACHMENTS c/c SUBSTITUTIONS ARE REQUESTED, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVING THE 5UI35TIMICN 15 AT LEAST EQUIVALENT TO THE BASIS OF DESIGN. Ib NOT USED THIS INCLUDES SUBMITTING LOAD TABLES SNOWING THE 5185TITUTED STUDS - MEET OR EXCEED THE UNBRACED HEIGHTS GIVEN IN THE NON -COMPOSITE TABLES O7 NOT USED OF THE BASIS OF DESIGN STUDS AS WELL AS TESTING DATA THAT INDICATES - SCREW CONNECTION5 FOR 15 SCREWS MEET OR EXCEEDS PUBLISHED VALUES OF SEISMIC DESIGN CATEGORIES A. B & C 17 NOT USED T14EBA515OFDESIGN STUDS. LIGHT GAGE METAL FRAMING R CODED NOTES L STRUCTURAL SPECIFICATIONS NON-STRUCTURAL AND STRUCT STUDS 02.01.16 E TABLE 1 STUD SIZE MATRIX FOR ALL INTERIOR PARTITIONS EXCEPT AS NOTED IN TABLES 2 & 3 STUDS FOR SEISMIC DESIGN CATEGORIES A, B & C ONLY STIR DESIGNATION STUD DEPTH FLANGE WIDTH MIN TINCKNESS STUD SPACING MAX WALL HE MT YARNING FROM FLOOR TO BRACING 3 5/8" NON-STRUCT STUD 3 6/8' 1 1/4' 0.019' 16' 13'-6' 6" NON-STRUCT STUD 6" 1 1/4' 0.030' 16W 19'-0' TABLE 2 STUD SIZE MATRIX FOR UNIT 6 & UNIT 7 CABINET WALLS SEISMIC DESIGN CATEGORIES A. S & C. FULL HEIGHT VERTICAL STUDS SHALL BE 3 3/8', NON-STRUCTURAL STUDS (WITH 1 1/4' FLANGE) W 16w O.C. MAX. INSTALL DIAGONAL BRACING AT APPROXIMATELY IT-O' A.F.F. AS SHOWN IN THESE SECTIONS TABLE 3 STUD SIZE MATRIX FOR PARTITIONS THAT LATERALLY SUPPORT FLOOR MOUNTED STOCKROOM SHELVING Q %Ww QAHuSEISMIC DESIGN CATEGORIES A. B & C. 'T I I I Ir I InI I N I I I • II II 11 Scam I I 1 I I �11 w few HEATER SEE DRAWING S03.02 O &INK AIPR'RT I I I QQ FwgMINc O Q I I _ _ I 1 `ti NOTES: ` 1. DESIGN BASED ON ALLOWABLE DEFLECTION OF L/200. 2.PROVIDE HORIZONTAL. BRIDGING 0 W-01 O.C. FOR FULL HEIGHT OF WALL PER DETAIL R/SOB.OI. 3. DESIGN BASED ON MINIMUM 5 P5F LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER CONTROLS. 4. 4. TABLE IS VALID FOR UP TO (2) LAYERS OF 5/B' T14K GYPSUM BOARD ON EACH SIDE OF METAL STUDS. - 5. SEE A/503.01 FOR DIAGONAL BRACING DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations TEGORIES A. B & C of State and heal Codes NON STRUCTURAL - CltTofCwmel N LOCATION PLAN �vmV�lwckoA� SUDS 02.01.16 SMBH "° ° zu.aw .aep"R. m.ow.."n•�w.,.v.Eu No.iWOJ550 • �� %9 bTATEOF n O M N � M V /J CO) n U 2a 7 O N x Z 0ELL 0 00 z 10 Z aft 3U) CL r- � a d. LLI -p Lij cc J L N N L7 F- H i 3 ° ixEgs IN ,R1 10RH' .11 p�Y�t3 h�Nd€ i�a€ T. gg- ���� E��6EI E G `ANG�3�3N§Eg&k y�4�[F gg4$� eke$jj€� C 02.01.16 6 qY6if b£$�T• ieke3:k $�6 $E�r MI egT�3 ggEE L'S 63Wes 7� N M Ol U O 1 Y N O /q� N T raw0 ''^^ O qev Z W O O CCD.4K `1 d 7"aw dN? J 0 W CD M DON) Q /J N W � U � O>\o M J J W •�• Wm M U< � M _�6j�( Q N 2 O•. W o a Cr m � a Wrn 4 Hgo= W� 2 FEE } U W > U O 7k W ~ d w Q QOf W:z w� U J4M one m U�ubL) Non REVISIONS: 3sCJIRIT BY: D/'E DATE ISSUED: 05/31 / 01 N DESIGNED BY, DCM DRAWN BY: MAS CHECKED BY: JDL STRUCTURAL SPECIFICATIONS AND NOTES DRAWING NUMBER: AS01001 DATE: 07/16/19