PLAN CEILING FRAMING PLAN CEILING JOIST SCHEDULE. Tenant Improvements. UNLV Police Station Maryland Parkway.

Size: px

Start display at page:

Download "PLAN CEILING FRAMING PLAN CEILING JOIST SCHEDULE. Tenant Improvements. UNLV Police Station Maryland Parkway."

Emory Parrish
5 years ago
Views:

TYPICAL HEADER, SEE DETAIL 3/ 4 1 6 2 CEILING FRAMING PLAN SCALE: 3/16" = 1'-0" 2 2 4 600S162-43 FLAT BRACE, 4 CEILING JOIST, SEE SCHEDULE, BOXED BEAM: (2) 600S162-54 + (2)14GA TRACKS 2 CEILING JOIST

1 TYPICAL HEADER, SEE DETAIL 3/ CEILING FRAMING PLAN SCALE: 3/16" = 1'-0" S FLAT BRACE, 4 CEILING JOIST, SEE SCHEDULE, BOXED BEAM: (2) 600S (2)14GA TRACKS 2 CEILING JOIST SCHEDULE CLEAR SPAN SIZE SPACING STRENGTH (Fy) UP TO 8'-0" 362S AT 24" OC 33 KSI FROM 8'-0" TO 13'-0" 362S AT 24" OC 33 KSI FROM 13'-0" TO 22'-0" 600S AT 24" OC 33 KSI NOTES: 1. DOUBLE JOIST WHERE MECHANICAL LOAD OCCURS 600S FLAT BRACE, BOXED BEAM: (2) 600S (2)14GA TRACKS Feb 05, PLAN S-1

2 1 STRUCTURAL GENERAL NOTES GENERAL COLD-FORMED STEEL STRUCTURAL MEMBERS 1. ALL WO SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: THE 2012 EDITION OF INTERNATIONAL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WO, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. DESIGN LOADS: 1. STEEL STRUCTURAL MEMBERS SHALL BE OF THE SIZE AND GAUGE SHOWN ON THE DRAWINGS. 2. STEEL STRUCTURAL STUDS WALL BRIDGING SHALL BE SPACED EVENLY, 5'-0" O.C. MAX., UNLESS NOTED OTHERWISE. EXCEPT AS SPECIFICALLY NOTED ON THE DRAWINGS, CONTRACTOR, AT HIS OWN OPTION, MAY USE CONTINUOUS COLD ROLLED CHANNEL BRIDGING POSITIONED THROUGH STUD PUNCH OUTS. 3. WELDING OF STEEL STRUCTURAL MEMBERS CONNECTIONS SHALL BE DONE USING FILLET, PLUG, BUTT OR SEAM WELDS WITH A MINIMUM 3/32 IN. AWS TYPE 6013 WELDING RODS. 6" MIN. CL OF JOIST 3 8" STIFFENER PL C8X11.5 C8X11.5 C6X8.2 Feb 05, 2018 PARTITION WALL OUT OF PLAN LOAD: 5 PSF ROOF LIVE LOAD: 20 PSF 4. WELDED OR SCREWED SPLICES SHALL BE USED FOR ALL CONTINUOUS TRACKS. WIRE TYING OF STUD FRAMING COMPONENTS SHALL NOT BE PERMITTED. SEISMIC LOADS: THE MAPPED SPECTRA ACCELERATION: Ss = 0.463g THE MAPPED SPECTRA ACCELERATION: S1 = 0.159g IMPORTANCE FACTOR Ie = 1.0 RISK CATEGORY II SITE CLASS D SPECTRAL RESPONSE ACCELERATIONS: SDS = 0.442g SD1 = 0.229g SEISMIC DESIGN CATEGORY: D BASIC SEISMIC-FORCE-RESISTING SYSTEM: N/A DESIGN BASE SHEAR COEFFICIENT: CS: N/A RESPONSE MODIFICATION FACTOR: R: N/A ANALYSIS PROCEDURE: N/A WIND LOADS: N/A 5. WELDERS SHALL BE QUALIFIED IN LIGHT GAUGE WELDING. 6. METAL STUD STRENGTH TO BE 33 KSI FOR 362S AND 600S, 50 KSI FOR SIZES ABOVE. SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WO: SIMPSON TITEN HD SCREW FOR MASONRY PER ESR-1056 FIELD WELDING DETAIL 3/16 1/4 (E) ROOF JOIST DETAIL 2 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 3 1/4 FOUNDATION 1. FOOTINGS ARE DESIGNED BASED ON AN ALLOWABLE SOIL PRESSURE OF 1000 PSF A B C D 3 PROPOSED RTU WEIGHT = 1560 LBS C8X11.5 CONT. PROPOSED RTU WEIGHT = 780 LBS (E) STL ANGLE BELOW DECK, (E) MECH. UNIT C6X8.2 (E) CURB, (E) STL ANGLE BELOW DECK, (E) HATCH (E) STL ANGLE BELOW DECK, (E) UNISTRUT (E) FAN PLAN & DETAILS MECHANICAL ROOF TOP UNIT PLAN 1 S-2 SCALE: 1/4" = 1'-0" - -

3 2 SHEATHING AS REQ'D MTL STUDS, SEE SCHD HILTI X-U SHOT PIN (D=0.157") AT 12" OC W/ 1" MIN EMBD 18GA TRACK W/ (1) #8 SCREW TO EACH STUD FLANGE (E) SOG TYPICAL PARTITION WALL DETAIL SCALE: 3/4" = 1'-0" "L" METAL STUD WALL SCHEDULE CLEAR HEIGHT ("L") SIZE SPACING STRENGTH (Fy) L <= 14'-0" 362S AT 16" OR 24" OC 33 KSI 14'-0" < L <= 20'-0" 600S AT 16" OC 33 KSI 20'-0" < L <= 25'-0" 600S AT 16" OC 33 KSI 1 NON-BEARING INTERIOR WALL SCHEDULE SCALE: 3/4" = 1'-0" 2 A "L" 3 TYPICAL OPENING AT PARTITION WALL SCALE: 3/4" = 1'-0" 16 GA TRACK BRACE WHERE OCCURS, SEE PLAN BRACE WHERE OCCURS, SEE PLAN CEILING JOIST WHERE OCCURS, SEE PLAN CEILING JOIST, SEE PLAN 14GA CLIP ANGLE W/ (4) #8 SCREWS TO EA LEG WHERE CEILING JOIST SPAN IS GREATER THEN 5'-0" 18 GA TRACK W/ (1) #8 TO EACH STUD FLANGE 16GA TRACK W/ (2) #10 SCREWS TO EA WALL STUD AND (1) #8 SCREW TO EA JOIST FLANGE EXTEND TRACK TO KING STUD W/ (1) #10 SCREW TO EA FLANGE, EXTEND WEB TO KING STUD W/ (3) #10 SCREW TO EACH SIDE 18GA TRACK FOR "L" UP TO 6'-0" (1) 18GA TRACK + (1) STUD MATCH WALL STUD FOR "L" UP TO 14'-0" (1) CRIPPLE STUD TO MATCH TYPICAL WALL STUD (2) KING STUDS FOR "L" UP TO 6'-0" (3) KING STUDS FOR "L" UP TO 14'-0 EXTEND TRACK TO KING STUD W/ (1) #10 SCREW TO EA FLANGE WALL STUD 18GA TRACK T&B (2) 600S SECTION A BRACE WHERE OCCURS, SEE PLAN CEILING JOIST WHERE OCCURS, SEE PLAN TYPICAL CEILING JOIST W/ (2) #10 SCREWS TO EA WALL STUD CASE 2 BRACE WHERE OCCURS, SEE PLAN CEILING JOIST, SEE PLAN 18 GA TRACK W/ (1) #8 TO EACH STUD FLANGE - "L" BOXED BEAM, SEE PLAN 14GA CLIP ANGLE EACH SIDE W/ (4) #10 SCREWS TO EACH LEG 6 DETAIL SCALE: 3/4" = 1'-0" CASE 1 (E) CONC./CMU WALL (E) CONC./CMU WALL 4 DETAIL SCALE: 3/4" = 1'-0" CASE 1 CASE 2 BLOCK AT 4'-0" OC SEE CASE 1 FOR BALANCE OF INFO. 16GA TRACK W/ (2) HILTI X-U SHOT PINS (D=0.157") TO CONC./CMU WALL W/ 1" MIN. EMBD AT 12" OC AND (1) #8 SCREW TO EA JOIST FLANGE BRACE WHERE OCCURS, SEE PLAN ( USE (3) #10 SCREWS TO TRACK FLANGE) CEILING JOIST, SEE PLAN 14GA CLIP ANGLE W/ (4) #8 SCREWS TO MTL STUD JOIST AND (4) HILTI X-U SHOT PIN (D=0.157") TO CONC./CMU WALL W/ 1" MIN. EMBD WHERE CEILING JOIST SPAN IS GREATER THEN 5'-0" 16GA MTL STUD, SIZE TO MATCH TYPICAL CEILING JOIST, W/ (2) HILTI X-U SHOT PINS (D=0.157") TO CONC./CMU WALL W/ 1" MIN. EMBD AT 12" OC BRACE WHERE OCCURS, SEE PLAN ( USE (3) #10 SCREWS TO TRACK FLANGE) BRACE WHERE OCCURS, SEE PLAN CEILING JOIST, SEE PLAN SEE CASE 1 FOR BALANCE OF INFO. BLOCK W/ 16GA CLIP ANGLE AT EA END AT 4'-0" OC 18 GA TRACK W/ (1) #8 TO EACH STUD FLANGE CASE 3 BLOCK W/ 16GA CLIP ANGLE AT EA END BRACE WHERE OCCURS, SEE PLAN SEE CASE 1 FOR BALANCE OF INFO. CEILING JOIST, SEE PLAN BLOCK AT 4'-0" OC 18 GA TRACK W/ (1) #8 TO EACH STUD FLANGE CASE 4 (E) CONC. WALL BOXED BEAM, SEE PLAN 12GA CLIP ANGLE EACH SIDE W/ (4) #10 SCREWS TO MTL STUD JOIST AND (4) HILTI X-U SHOT PIN (D=0.157") TO CONC. WALL W/ 1" MIN. EMBD 5 DETAIL SCALE: 3/4" = 1'-0" Feb 05, DETAILS

4 MATERIAL SPECIFICATIONS MECHANICAL NOTES DRAWING INDEX MECHANICAL LEGEND ANCHORAGE AND BRACING NOTES Key Plan 01/26/18 Permit Set JC M0.0 M0.0.dwg / M1.0-01/26/2018-9:30am - xbase.dwg / B24.dwg / xbase RCP.dwg

5 FAN SCHEDULE SPLIT SYSTEM (VRV HEAT RECOVERY) SCHEDULE AIR DEVICE SCHEDULE Key Plan 01/26/18 Permit Set JC M0.1 M0.1.dwg / M1.0-01/26/2018-9:32am - B24.dwg

6 FLOOR PLAN - MECHANICAL SCALE: 3/16" = 1'-0" GENERAL NOTES KEYNOTES Key Plan 01/26/18 Permit Set JC M1.0 M1.0.dwg / M1.0-01/26/ :04am - xbase.dwg / B24.dwg / xbase RCP.dwg

7 ROOF PLAN - MECHANICAL SCALE: 1/4" = 1'-0" KEYNOTES Key Plan 01/26/18 Permit Set JC M3.0 M3.0.dwg / M1.0-01/26/ :10am - B24.dwg / A3-0 - ROOF PLANS.DWG

LEGEND Key Plan 01/26/18 Permit Set 01.26.2018 DP 89101 P0.0 P0.0.dwg / P0.

8 PLUMBING FIXTURE SCHEDULE PLUMBING EQUIPMENT SCHEDULE PIPING MATERIAL SCHEDULE WATER HEATER DIAGRAM GENERAL NOTES DRAWING INDEX PLUMBING LEGEND Key Plan 01/26/18 Permit Set DP P0.0 P0.0.dwg / P0.0-01/26/2018-9:43am - xbase.dwg / B24.dwg / B24_ dwg / xbase RCP.dwg

9 FLOOR PLAN - PLUMBING SCALE: 3/16" = 1'-0" KEYNOTES SECURE POLICE PAING Key Plan 01/26/18 Permit Set DP P1.0 P1.0.dwg / P1.0-01/26/2018-9:42am - xbase.dwg / B24.dwg / xbase RCP.dwg

3 DATE ISSUE R# Forefront Dermatology. CONFLUENCE DESIGN GROUP #2 Daniel Drive O'Fallon, MO ph: St. Peters, Missouri 63376

3 DATE ISSUE R# Forefront Dermatology. CONFLUENCE DESIGN GROUP #2 Daniel Drive O'Fallon, MO ph: St. Peters, Missouri 63376 THESE DRAWINGS ARE FOR THE TENANT FINISH PORTION OF THE SCOPE. LANDLORD IS RESPONSIBLE FOR THE SHELL WORK. THOSE DOCUMENTS ARE PROVIDED FOR REFERENCE ONLY New 5700 Mexico Road Suite 14 St. Peters, MO 63376