12906 19TH AVE SE 2022 JOINT CHIROPRACTIC Plans 2022-10-24

PLYWOOD DECK (FLOOR OR ROOF) PURLIN OR 4x BLOCKING) BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX. W/ (2) WOOD SCREWS W/ 1-1/2" MIN. PENETRATION INTO PURLIN WALL BRA10" @T" k SCALE:NTS INTERIOR NON-STRUCTURAL NON -COMPOSITE: PURLIN OR 4x BLOCKING) BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX. W/ (2) WOOD SCREWS W/ 1-1/2" MIN. PENETRATION INTO PURLIN WALL BRA10" @T" k SCALE:NTS INTERIOR NON-STRUCTURAL NON -COMPOSITE: (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 362S125-18 12" 14'-0" 362S125-18 16" 12'-2" 362S125-18 24" 9'-111, 362S125-33 12" 17'-7" 362S125-33 16" 16'-0" 3623125-33 24" 14'-0" 362S125-43 12" 19'-2" 362S125-43 16" 17'-5" 362S125-43 24" 15'-3" 362S125-54 (50 KSI) 12" 20'-6" 362S125-54 (50 KSI) 16" 18'-7" 362S125-54 (50 KSI) 24" 16'-3" 362S125-68 (50 KSI) 12" 2l'-11" 362S125-68 (50 KSI) 16" 19'-11" 362S125-68 (50 KSI) 24" 17'-5" e INDICATES THAT WEB STIFFENERS ARE REQUIRED AT END INTERIOR NON-STRUCTURAL NON -COMPOSITE: NOTE: ALL STUD INFORMATION IS BASED ON: FLANGE WIDTH: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) MEMBER DEPTH: (EXAMPLE-1 5/8" = 1.625" - X 1621/100 (EXAMPLE: 6" = 600 X 1/100") ALL INCHES) ALL FLANGE WIDTHS ARE TAKEN MEMBER DEPTHS ARE TAKEN IN IN 1/100 INCHES, 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. 600 S 162 - 54 STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION =) S (EXAMPLE: 0.054 IN, = 54 MILS;1 MIL=1/1000 5/8" TYPE X GYPSUM BOARD EACH THE FOUR ALPHA CHARACTERS UTILIZED BY THE IN.) MATERIAL THICKNESS IS THE MINIMUM SIDE OVER METAL STUDS, TYPICALLY DESIGNATOR SYSTEM ARE: BASE METAL THICKNESS IN MILS. MINIMUM 31/2" 25 GA. (350S125-18) SET AT 24" BASE METAL THICKNESS REPRESENTS 95% O.C. W/ ALLOWABLE HT TO 9'-11" SEE OF THE DESIGN THICKNESS. METAL STUD TABLE TO VERIFY SIZE & SPACING BASED FOR ACTUAL CEILING HT LOCATIONS REFERENCE DWGS S = STUD OR JOIST, = TRACK, = CHALINEL, F = FURRING (LT/240) WALL Hy"ll. TABLE-SSMA 3-5/8" X 25 GA. METAL STUDS AT 16" O.C. 5/8" GYP. BD. EACH SIDE OVER METAL = STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING BASE, SEE FINISH PLANS BOTTOM TRACK WITH WITH POWER -DRIVEN FASTENERS AT 16"O.C. MAX. FINISH FLOOR - PLAN VIEW - CORNER BEAD 2" X 2" X 14 GA. STEEL TUBE WELDED TO 3-1/2"x8"018" THICK STEEL PLATE, 5'-0" O.C. STEEL PLATE BOLTED TO SLAB WITH (2) 5/8" DIA. HILTI KB-TZ. IMBED 3-1/8" PARTIAL HT. WALL- WITH SECTION- T'I'P. � SCALE: 3"-=1'-0" _' LT. I FOR f�WALLS SCALE: NTS r R� OVER (36 FINISH AND � r SOUND MITIGATION INSULATION WHERE / OCCURS, BRACING TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT MIN. 8'-0" O.C. FOR 31/2" STUDS W/ MIN. 2 BRACES PER WALL SECTION., MATCH WALL STUD SIZE & GAUGE. PROVIDE BENT LEG & FASTEN TO TOP TRACK PER MFG REQ. (MAX. LENGTH OF BRACE 25'-0") SUSPENDED ACOUSTICAL CEILING, SEE RCP DETAILS SCRIBE WALL BOARD TO CEILING GRID & TRIM NEAT & TRUE, OR PROVIDE 1" MTL TRIM W/ PAPER WING TOP TRACK SECURED TO WALL BRACES W/ (2) #8 SMS. INSULATION WHERE SPECIFIED, SEE KEY NOTES AND WALL LEGEND PROVIDE NEW LID OVER OFFICE -USE 6" METAL STUDS AS SPECIFIED , READY TO )ECEIVE 1/2' PLYWOOD DECKING OVER tESTROOM. PROVIDE EDGE TRIM AT SHEET ROCK/PLYWD INTERFACE. PATCH EX \ND REP IR AS REQ., PAINT PER SPEC. ALT. 2 FOR --l-w7/RR/ OFFICh Srl"OR. WALLS 5/8" GYP. BD. EXT. SIDE OVER 3 5/8' @ 24" O.C. (362S12518) PROVIDE SOUND INSULATION FOR OFFICE FINISH AND PAINT PER WALLS & GWB CEILING WITH SURFACE SPEC, MOUNTED LIGHTS. 20 GA. 6" MTL STUDS (600S125-33) AT 24"O.C. TO SPAN UP TO 10'-11" N, R141-s i'lilliElik "I SCALE:NTS :3 31/2" 20 GA: (362T125-33) CONT. STL RUNNER CHANNEL ANCHORED TO FLOOR W/ POWER ACTIVATED FASTENING SYSTEM HILTI X-ZF 22 P8T OR EQUAL .145 DIA. & EMBEDMENT TO BE 3/4" AT 16" OC.0 MAX V O INSULATION WHERE SPECIFIED, SEE KEY NOTES AND WALL LEGEND 5/8" TYPE X GYPSUM BOARD EACH SIDE OVER METAL STUDS, TYPICALLY 31/2" 25 GA. (350S125-18) SET AT 24" O.C. W/ ALLOWABLE HT TO 9'-11" SEE METAL STUD TABLE TO VERIFY SIZE & SPACING BASED FOR ACTUAL CEILING HT LOCATIONS 4" RESILIENT BASE @a GYP. BD. WALLS EXCEPT RESTROOMS, U.O.N. #10 SCREWS (TYP.) FINISHED FLOOR (SLAB) PARTITION WALL BASE__' -STD( - SCALE: NTS REMOVE BRACING IF PRESENT PROVIDE NEW LID OVER RESTROOM -USE 6 METAL STUDS AS SPECIFIED, READY TO RECEIVE 1/2' PLYWOOD DECKING OVER RESTROOM. PROVIDE EDGE TRIM AT SHEET ROCK/PLYWD INTERFACE. PATCH AND REPAIR AS REQ., PAINT PER SPEC. 20 GA. 6" MTL STUDS (6003125-33) AT 24"O.C. TO SPAN UP TO 10'-11" EX. CLG. AND INSULATION FOR RESTROOM WALLS & CLG. EX. FOR RESTROOM 5/8" WATER RESISTANT FIBER BD. GYP. BD. INTERIOR WET WALLS W/ SD INSULATION PAR]"MALL (&, C-ILU'. SCALE:NTS ROOF/FLOOR DECK 'URLINS OR 2x BLOCKING ATTACHED •0 DECK SUPPORTS OR EXISTING SOFFITS (DEPENDS ON EX. ;ONDTIONS AT DEMISING WALL OCATIONS)WITH HANGERS GWB WRAPPED COLUMNS EXTENDED ABOVE WALL AS SHOWN ON PLAN -MIN. 6. O.C. GWB FINISH AT TOP OF WALL 5/8" GYP. BD. EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING BASE, SEE FINISH PLANS BOTTOM TRACK BASE DETAIL 1 FINISH FLOOR ELT. 1 FOR OF'F'I�h/ CPT'. WALLS ±5 .p N• w - w SECTION ABOVE 9'-0" (FINISH CORNERS TO DECK MOVE) — t mil" I IE ;- , �. �_ rW-1 Sall., 11111111111, sMine§ WORK Iola i'll PLACE ARCHITECTURE — i Ln .— - s =CD 4- - r c— — i i 76 _ ca Al .3_ © 2016 WORKPLACE ARCHTECTUR_E P.S.