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HomeMy WebLinkAboutA504 - MISCELLANEOUS DETAILS3"3"3"3"INSULATION PACK TO PREVENT LIGHT TRANSMISSION INTO SALES AREA. CLIP INSULATION IN PLACE. CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK TOP TRACK METAL STUDS EXISTING STRUCTURE BOTTOM TRACK 6" DEFLECTION TRACK 16 GAUGE SECURED TO BOTTOM CHORD OF JOIST WITH (2) 0.145 DIA PAF GYPSUM BOARD SPACER GYPSUM BOARD COVER GYPSUM BOARD REF PARTITION TYPES METAL STUDSSLIP JOINT NOTE: USE TYPE X GYPSUM BOARD ON BOTH SIDES AT RATED CONDITION3"3"3"BOTTOM OF DECK FIRESTOPPING 20 GAUGE BREAK METAL CLOSURE AS REQD WHERE WALL IS PARALLEL TO FLUTES TYPE X GYPSUM BOARD. ATTACH AT TOP ONLY ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONTINUOUS METAL STRAP METAL STUDS WALL FINISH REF PARTITION TYPES J-MOLD EDGE EA SIDE 1" 1"3"NESTED 6"x 20 GAUGE STUDS SECURE TO BOTTOM OF BAR JOISTS WITH 3/8" A307 BOLTS, LOCK NUTS AND WASHERS BOTTOM OF JOISTS METAL STUDS 18 GAUGE 6" DEEP LEG TRACK NOTE: USE 0.145 DIA PAF FOR DEFLECTION TRACK ATTACHMENT TO GIRT AT SIM CONDITION METAL ROOF DECK ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES 1"1" J-MOLD EDGE 1"DO NOT ATTACH WALL FINISH TO DEFLECTION TRACK 16 GA TRACK, ATTACH TO EACH WALL STUD W/ (2) #10 TEK SCREWS AS SHOWN METAL STUD REF PLAN FOR PARTITION TYPE ATTACH CEILING JOIST TO TRACK W/ (2) #10 TEK SCREWS, TOP AND BOTTOM 1"1"MAX 1/4" CEILING PER SCHEDULE METAL STUD HEADER 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB BA2' TO 6' 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 14' TO 16' 16' TO 18' 18' TO 26' (2) 6" X 18 GAUGE (2) 6" X 16 GAUGE (2) 6" X 14 GAUGE (2) 8" X 18 GAUGE (2) 8" X 16 GAUGE (2) 8" X 14 GAUGE (2) 10" X 14 GAUGE (2) 12" X 16 GAUGE 1x = 2.042 Sx = 0.670 1x = 2.518 Sx = 0.839 1x = 3.094 Sx = 1.031 1x = 4.134 Sx = 1.033 1x = 5.110 Sx = 1.277 1x = 6.303 Sx = 1.576 1x = 12.325 Sx = 2.456 1x = 15.730 Sx = 2.334 HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE 6 1/2"VARIES METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK DOUBLE MTL STUD AT JAMBS BOX BEAM 18 GA TRACK SECTION-BSECTION-A (1) #10 TEK SCREW AT EACH VERTICAL STUD PARTITION NOTES 1. REFERENCE CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. METAL STUDS ARE SPACED AT 16" ON CENTER MAX UNLESS NOTED OTHERWISE 3. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE 4. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0". 5. IN ROOMS WITH LAY-IN CEILINGS, EXTEND FINISH 6" MIN ABOVE CEILING. IN ROOMS WITH GYP BOARD CEILING STOP FINISH AT CEILING. 6. HOLD ALL SUBSTRATE 1/2" ABOVE CONCRETE TO AVOID WICKING ACTION. 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED PER CODE. 8. PROVIDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS AND MILLSWORK SHOPS COORDINATE EXACT LOCATION WITH ARCHITECT & TFM VENDOR. 9. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 10. REF A600 FOR SCHEDULE FINISH KEY. 11. REF A111 FOR SHEATHING PLAN 12. REF INTERIOR BUILDING ELEVATIONS AND FINISH SCHEDULE FOR ADDITIONAL WALL FINISH REQUIREMENTS, TYP. 13. G.C. TO ENSURE THAT ALL INSTALLED WALLS MEET APPLICABLE CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT INDEX FOR TYPE IIB CONSTRUCTION. 14. METAL STUDS TO BE 20 GA. (33 MIL) MIN AT 16" OC U.N.O. OR HEAVIER AS INDICATED BY DRAWINGS. 15. ALL METAL STUD FLANGES TO BE 1 5/8" MIN WIDTH. 16. WHERE WALLS ARE NOT SHEATHED FULL HEIGHT ON BOTH SIDES, BRIDGING IS REQUIRED PER THEIR MAX UNBRACED LENGTH. IF UNBRACED LENGTH OF A 6" GA 20 GA STUD > 25'-0", BRIDGING IS REQUIRED. IF BRACED LENGTH OF A 3 5/8" 20 GA STUD > 15'-0," BRIDGING IS REQUIRED. 17. FULLY SHEATHED WALLS TO RECEIVE BRIDGING AT 1/4 POINTS. 1/2"VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONSGYPSUM BOARD 1/2" 5/8" TYPE X GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS 5/8" GAP 1 5/8" DRYWALL SCREWS AT 24" OC 5/8" TYPE X GYPSUM BOARD CEILING PER SCHEDULE (2) C8 X 1 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM C6 X 1 5/8" X 18 GA METAL STUD AT 16" OC MAX, ANCHOR TO WALL STUDS WITH #10 TEK SCREWS TYP NOTE: CEILING JOIST ORIENTATION AT SIM CONDITION. REFERENCE A504 FOR HEADER RUNNER TRACK BEND AND CLIP TO WALL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING AS SCHEDULED4"4'-0" MAX BRACE TO ADJACENT WALL AT CORNER DIAGONAL 3 5/8" METAL STUD BRACING AT 48 OC AS REQD TO STABILIZE PARTITION 20 GAUGE CLIP ANGLE 20 GAUGE TOP TRACK METAL STUDS AS SCHEDULED WALL FINISH REF PARTITION TYPES FLUSH JOINTPERPENDICULAR JOINT J-MOLD WITH 1/8" CLEAN JOINT (DO NOT CAULK JOINT) FLOOR SUPPORTED WALL SUSPENDED SOFFIT WALL SUSPENDED SOFFIT WALL L3X3X18 GA (3) #10 TEK SCREWS EACH LEG 3 5/8" X 18 GA NESTED STUD AND TRACK EXISTING ROOF DECK DEFLECTION TRACK 3 5/8" 20 GA GALV. METAL TRACK CONT. SEE PLANS FOR STUD SIZE 5/8" WALL SHEATHING. REFERENCE A1114"DO NOT ATTACH STUDS OR WALL SHEATHING TO DEFLECTION TRACK2"24" OC 12 GAGE HANGER WIRE AT 4'-0" OC EACH WAY MAX 6" MAX FROM WALL 12 GAGE GALVANIZED WIRE HANGERS AT 4'-0" OC MAX EACH WAY WITH FIRST HANGER AT 6" MAX FROM WALL. ELEC FIXTURES AND MECH EQUIPMENT TO BE SUPPORTED BY SEPARATE WIRES. ANCHOR WIRES TO ROOF STRUCTURE WALL ANGLE (OR CHANNEL) MAIN RUNNERS LAY-IN ACOUSTICAL TILE LOCATE SWAY BRACE AT 12'-0" OC MAX EACH WAY. LOCATE WITH FIRST POINT 6'-0" FROM EACH PARTITION CROSS RUNNERS WALL ANGLE (OR CHANNEL) SLOT BOTTOM OF 1/2" ELECTRICAL METALLIC TUBING CONDUIT TO FIT OVER RUNNER. ANCHOR WITH #8 SELF DRILLING SELF TAPPING METAL CREWS WRAP WIRE AT EACH END 4 TWISTS. MAX LENGTH OF COIL TO BE 1 1/2" (4) #12 SWAY WIRE, PLACE (2) WIRES EACH SIDE OF POST ON MAIN RUNNER. (4 REQUIRED PER POST) NOTE: THE FIRST CEILING TILE SHALL MAINTAIN 3/4" CLEAR FROM FINISH WALL SURFACE 3/4" ELECTRICAL METALLIC TUBING CONDUIT BOTTOM CHORD OF JOIST 12 GAGE HANGER WIRE INSIDE TUBE ANCHOR 1/2" ELECTRICAL METALLIC TUBING CONDUIT TO 3/4" ELECTRICAL METALLIC TUBING CONDUIT WITH (2) #8 SELF DRILLING SELF TAPPING SCREWS FULL PENETRATION THRU BOTH SIDES 1/4" x 6" EYE BOLT. DOUBLE NUT AT TOP WITH OVERSIZED WASHER AND SINGLE NUT WITH OVERSIZED WASHER AT BOTTOM SIDE OF JOIST 45° MAX 1'-0"1'-0"48" OC -T YP 48" OC -TYP 2" M A X 2" M A X MAIN RUNNERCROSS TEE 1/2" ELECTRICAL METALLIC TUBING CONDUIT NOTE: INSPECTION OF SWAY BRACE AND CEILING GRID INSTALLATION SHALL BE COMPLETED BEFORE INSTALLATION OF CEILING ANGELS. PROVIDE SPECIAL INSPECTOION REPORT HORI ZONTAL TYP45° MAX FROMMAIN RUNNER TYP45° MAXHORIZONTAL FROMSHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:01 PMMISCELLANEOUS DETAILS A504 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1 1/2" = 1'-0" 3 PARTITION TO DECK 1 1/2" = 1'-0" 7 CAPTURE TRACK 1 1/2" = 1'-0" 6 CAPTURE TRACK 1 1/2" = 1'-0"5 DEFLECTION TRACK 1 1/2" = 1'-0" 15 CEILING JOIST ATTACHMENT 1 1/2" = 1'-0" 2 HEADER CONNECTION DETAIL 1 1/2" = 1'-0" 10 GYP BD CONTROL JOINT 1 1/2" = 1'-0" 9 GYP BD CONTROL JOINT - FR 1 1/2" = 1'-0" 14 BOX BEAM 1 1/2" = 1'-0"8 FURRING TO WALL 1 1/2" = 1'-0"1 PARTITION BRACING 1 1/2" = 1'-0" 11 TYPICAL SLIP-JOINT DETAIL 3" = 1'-0" 13 BLOCKING ATTACHMENT 3" = 1'-0"12 EXPANSION WALL DETAIL 3/4" = 1'-0" 4 CEILING GRID DETAIL NO. DATE DESCRIPTION 02/07/22