6200 23RD DR W 2021 Plans 2022-11-02

M or"film 100 101 VESTIBULE VESTIBULE 102 HALL 103 104 105 106 107 WOMEN OPEN OFFICE CLOSET HALL MEN 108 MEN 109 CONFERENCE 110 JANITOR 111 BREAK ROOM 112 SUPPLIES 113 FACILITIES SHOP 114 TENANT ELECTRICAL 115 TOILET 120 OFFICE 121 OFFICE 122 OFFICE 123 OFFICE 124 CONFERENCE 125 TBD ROOM FINISH SCHEDULE FLOOR SASE NORTH MALL SOUTH `MALL EAST WALL NEST WALL CEILING REMARKS MAT. FIN. FIAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. - PAINT EXIST GWB - EXIST EXIST PAINT ACT FACTORY 10'-0" EXIST CARPET - FACTORY EXIST - RUBBER FACTORY EXIST GWB - PAINT EXIST GWB - PAINT EXIST GWB E-CPT FACTORY E-WOOD - E-GWB PAINT E-GWB PAINT - - E-GWB PAINT EXIST FACTORY 10'-0" EXISTING FINISHES TO REMAIN * CARPET FACTORY * WOOD FACTORY GWB PAINT GWB PAINT GWB PAINT E-GWB PAINT ACT FACTORY 10'-0" * USE FROM EXISTING STOCK EXISTING FINISHES TO REMAIN * CARPET FACTORY * WOOD FACTORY - - - - E-GWB PAINT E-GWB PAINT EXISTING FACTORY 10'-0" * USE FROM EXISTING STOCK EXISTING FINISHES TO REMAIN EXISTING FINISHES TO REMAIN EXISTING FINISHES TO REMAIN EXISTING FINISHES TO REMAIN EXISTING FINISHES TO REMAIN EXISTING FINISHES TO REMAIN t #` FROMSTOCK • FACTORYRUBBER ' • .. R STOCK ..FACTORY STOCK�� FACTORY GWB USE FROM EXISTING STOCK FACTORY GWB STOCK* * USE FROM EXISTING RUBBER USE FROM EXISTING STOCK r DOOR Y DESCRIPTION DOOR FRAME HARDWARE RATING SIGNANGE/RE ARKS GROUP . P E MAT. FON. MAT. FIN. I OFFICE AREA, FIRST FLOOR i 101 A PAIR 3'-0" x 7'-1 101 B A 3'-0" x 7'-0" WOOD - WOOD - - USE FROM EXISTING STOCK E102 EXIST., PAIR 3'-0" x 5'-0" H.M. PAINT HIM PAINT - E103 EXIST. 3'-0" x 7'-0" WOOD - WOOD - - E105 EXIST. 3'-0" x 7'-0" WOOD - WOOD - - E107 EXIST. 3'-C" x 7'-0" WOOD - WOOD - - E10S EXIST. 3'-0" x 7'-0" WOOD - WOOD - -_ E109A EXIST. 3'-0" x 7'-0" HM PAINT HM PAINT - E109B EXIST. 3'-0" x 7'-0" WOOD - WOOD - - 109C A 3'-0" x 7'-0" WOOD - WOOD - - USE FROM EXISTING STOCK El 10 EXIST. 3'-0" x 7'-0" HM PAINT HM PAINT - E111 EXIST. PAIR 3'-0" x 7'-0" HM PAINT HM PAINT - a_112 EXIST. 3'-089 x 7'-0" HM PAINT HM PAINT E113 EXIST. PAIR 3'-0" x 7'-0" HM PAINT HM PAINT - E114 EXIST. 3'-0" x 7'-0" HM PAINT HM PAINT - E115 EXIST. 3'-0" x 7'-0" HM PAINT HM PAINT - 1. Attachment options to structure (vl concrete or MIMEMEIRMESEEM steel) STRUCTURE a. Attachment devices to structure 1✓4-inch (6mm) diarme- ter x 3-inch (75mm) long closed -eye woad screws', mini- mum penetration 1 inch (25mm) into the wood member. Two '12 ga. splay tyres i at max. 8' (2,500mm) o.c. Max. 10, b. No. 12 ga. splay wire looped around bottom chord of t. (3000mm) open Joint or truss. Approx.45' Suspended c. Metal 2-inch x 2-inch (50mm x 50mm) angle, attached ceiling j ..........._ ..................._......_....... to concrete or steel with approved fasteners. d. Tie wire spike minimum 316-inch (5mm) diameter x 2 inches (50 mm) long, drilled and hammered for con - Crete. Partition ,.....- e. Tie wire wedge anchor 1!4 inch x 134 inches (6mm x r 44mm), for concrete. f. Bea mfflang e clamps for steel structure members. P Splay wire to be wrapped around itself three full turns; within a 3-inch (75mm) length. STRUCTURE a a _. . Attachment options at partition One rigid brace at max. 8 feet-�....... g (2,500mm) o.c. at altemate Max. 10' a. Attach partition track to suspended Ceiling main runner sides or splay wires as shott,�n (3,000mm). with two No. 8 S-screws. (Detail A only.) in detail X Approx. 45' b. 1/4-inch (6mm) closed -eye bolt through partition track. c. 2-inch x 2-inch (50mm x 50mm) metal angle with two No. 8 S-screws in partition track. . f—:::::::..............:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::...........::::::::: Suspended Splay wire to be wrapped around itself three Mott turns; within a ceiling 3-inch (75n7m) length. . Bracing Partition a. plenum height to 5 feet (1,500mm): Use 3/4-inch i ..._j (19mm) 16 ga. (.0566 in.) cold rolled Channel or 7/�8-inch (22mm) 25 ga. (.0188-inch) furring channel or 1 M in. �—r (41mm) 25 ga. (.0188-inch) steel stud. b. Plenum height 5-10 feet (1500-3,000mm): Use nested or back to back 312-inch (90mm) 25 ga. steel studs, Attach to partition with two No. 8 S-screws, Scala: N.T.S. Structural�Structural Concrete ! Stee! Metal Waod ,last — Scale: Y_ V-0" 12 ga. Splayed Seismic Bracing Wire 3" x ��" diameter (75m mx x 6mm) closed eye screvv with 1 in. min, penetration into'vvood. 12 ga. Splayed Wire Partition Attachment to Acoustical Ceilings (connections for nonbearing partitions) There are two considerations when bracing partitions: a. The interior non -load bearing partition shall be braced to meet Chapter 16, Section 1611.5 of the Uniform Building Code (1997). b. Acoustical ceilings shall be laterally braced to meet UBC Standard 25-2. The intent of the code is not to use lay -in acoustical ceiling grid as an alternate method of bracing interior non -load bearing walls, unless the ceiling system has been designed (engi- neered) to support the partition. It is accepted industry practice to attach the partition track to the acoustical grid system temporarily for alignment until permanent bracing is installed. The attachment of stud track to the acoustical grid does not violate the intent of the code, provided that the permanent bracing options for the nonbearing partitions are installed (reference iCBO ES report 4071 Seis- mic Connection Details for Gypsum Nonbearing Partitions and Suspended Ceilings). NOTE: A non -load bearing partition (gypsum board or plaster) that ends at or just above a suspended lay -in -tile ceiling system requires lateral support by means directly to the structure Exceptions: a if the partition goes all the way up and is attached direct- ly to the structure, • if end of partition is within 8 feet (2,500mm) of an inter- secting partition. • A partition system may be attached directly to the support and/or framing member of a suspended gyp- sum board or plaster system, 12 inches (300 mm) o.c. without the lateral bracing. Partitions to resist 5 lbsli transverse load. Maximum partition weight 15 Ibstp.s.f. It is accepted practice to attach the partition track to the acoustical grid system temporarily for alignment until per- manent bracing is installed This technical dncuranent is to serge as a guideline era I it is not intended for any spcciric construction prnjet;. NINC B makes no express or implied warranty or guarantee otthe techniques, canst¢uctiran methods or matociats i&nbf6ed herein, REVIEWED FOR PERM�7