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a <br /> L0 <br /> 0 <br /> 0 <br /> ci <br /> N <br /> 0 <br /> N <br /> ( <br /> 0_ <br /> Q <br /> FASTENING SCHEDULE <br /> 1 <br /> 25'-0"MODULE LENGTH 2 CONNECTION DESCRIPTION FASTENING b <br /> JOIST TO SILL OR GIRDER, TOE NAIL (3)8d <br /> _ _ N SOLE PLATE TO JOIST OR BLOCKING, TYP FACE-NAIL 16d @ 16"O.C. <br /> o ch ch I o o SOLE PLATE TO JOIST OR BLOCKING,AT BRACE WALL PANELS (3) 16d @ 16"O.C. <br /> IT N �? SW_3 _ `� W113b TOP PLATE TO STUD, END-NAIL (2) 16d <br /> r' G° 0 STUD TO SOLE PLATE, END NAIL (2) 16d <br /> DOUBLE STUDS, FACE-NAIL 16d @ 24"O.C. <br /> 01-011 e 01-01, A STRUCTURAL SUMMARY DOUBLE TOP PLATES,TYP FACE-NAIL 16d @ 16"O.C. <br /> DOUBLE TOP PLATES, LAP SPLICE (8) 16d <br /> 1'-8" RIM JOIST TO TOP PLATE,TOE-NAIL 8d @ 6"O.C. <br /> A. DESIGN CRITERIA: TOP PLATES, LAPS& INTERSECTIONS, FACE NAIL (2) 16d <br /> -SEE CODE ANALYSIS SCHEDULE ON SHEET A-00 FOR DESIGN LOADSCONTINUOUS HEADER,TWO PIECES 16d @ 16"O.C.ALONG EA. EDGE <br /> N . . CEILING JOIST TO PLATE,TOE-NAIL (3)8d <br /> o00 <br /> SW-1 ROOF AND WALL DESIGN: CONTINUOUS HEADER TO STUD,TOE-NAIL (4)8d <br /> � z CEILING JOISTS, LAPS OVER PARTITIONS, FACE-NAIL (3) 16d <br /> W2B CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3) 16d <br /> PROVIDE 5 -8 `� 5'-8" O B. ROOF SHEATHING. RAFTER TO PLATE, H2.5A AT EVERY RAFTER (3)8d <br /> -7/16"24/16 RATED OSB SHEATHING OVER TRUSSES @ 24"O.C' BUILT-UP CORNER STUDS 16d @ 24"O.C. <br /> FULL HEIGHT 5'_ 1" o WOOD STRUCTURAL PANELS AND PARTICLE BOARD <br /> BACKING FOR FIN E C. ROOF JOISTS: SUB FLOOR, ROOF AND WALL SHEATHING TO FRAMING 6d d <br /> PARTITIONS - PRE-MANUFACTURED TRUSSES @ 24"O.C• 1/2"AND LESS 8 d OR 6d f <br /> (TYP) 10'-8"W1A <br /> FIN - W2B 19/32 TO 3/4" 10d <br /> (�' D. MATE LINE BEAM: f <br /> 7/8"TO 1" 10d OR 8d <br /> SLOPE FLOOR W1A - NO MATE LINE BEAM FIBERBOARD SHEATHING <br /> 1/8"TO DRAIN 1/2" NO. 11ga. NAILe <br /> (TYP 2 PLCS) E. END COLUMNS: 6d <br /> 11'-10" 11'- 10" - NO END COLUMNS NO. 16ga. STAPLE " <br /> INTERIOR PANELING: <br /> F. INTERMEDIATE COLUMNS 1/4" 4 <br /> NO INTERMEDIATE COLUMNS ALUMINUM DRIP RAIL #6 x3/4" HEX HEAD SCREWS @ 4 1/2"O.C. d <br /> STEEL GALVANIZED ROOFING PER MANUFACTURERS INSTRUCTIONS <br /> G. EXTERIOR WALL STUDS: MEMBRANE ROOFING PER MANUFACTURERS INSTRUCTIONS <br /> 0 0 W1A of <br /> -2x6 HF-STUD @ 16"O.C. <br /> N �' N o NOTES: <br /> 1 H: MATELINE WALL STUDS: a. TAKEN FROM I.B.C.TABLE 2304.10.1 <br /> NOT USED (NOTE: NOT ALL ITEMS AND FASTENERS ARE USED ON ALL JOBS). <br /> b. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD <br /> I. HEADERS: DIAPHRAGMS AND SHEAR WALLS, REFER TO I.B.C. SECTION 2304.6.1 NAILS <br /> -MIN. (2)2x6 HF-STUD BUILT UP, MAX SPAN 3.66 FEET. FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. <br /> C. NAILS SPACED AT 6"O.C.AT EDGES, 12"O.C.AT INTERMEDIATE SUPPORT <br /> 1 <br /> STRUCTURAL PLAN J. MATE LINE BEAM SUPPORT HEADER: (6"O.C.WHERE INTERMEDIATE SUPPORT AT 48"OR MORE). <br /> NOT USED d. COMMON OR DEFORMED SHANK <br /> e. COMMON <br /> FLOOR DESIGN: f. DEFORMED SHANK <br /> g. CORROSION-RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND <br /> K. FLOOR DECKING: 1 1/2" LENGTH FOR 1/2"SHEATHING AND 1 3/4" LENGTH FOR 25/32 <br /> -3/4"T&G STURDI FLOOR OSB (40/20)OVER JOISTS @ 16"O.C. SHEATHING CONFORMING TO THE REQUIREMENTS OF I.B.C.TABLE 2304.10.1 <br /> 1 - FASTEN W/ 10d NAILS AT 6"/12" h. CORROSION RESISTANT STAPLES WITH 7/16" OR 1"CROWN AND 1 1/4" <br /> LENGTH FOR 1/2"SHEATHING AND 1 1/2" LENGTH FOR 25/32"SHEATHING. <br /> 26-0" L. RIM JOISTS: PANEL SUPPORTS AT 16"(20" IF STRENGTH AXIS IN LONG DIRECTION OF <br /> -SINGLE 1.5x7.25 LVL PANEL, UNLESS OTHERWISE MARKED). <br /> i. CASING(1 1/2"x0.080")OR FINISH (1 1/2"x0.072")NAILS 6" EDGE, 12" <br /> 2X8 HF2 OUTER RIM M. FLOOR JOISTS: INTERMEDIATE. <br /> - <br /> 1.5X7.25 LVL INNER RIM SUPPLY RESTROOM 40psf LL: 2x8 HF-2 JOISTS @16" O.C. <br /> A <br /> N. FLOOR JOISTS SUPPORTING MATELINE BEAM HEADER: <br /> 01 v - NOT USED <br /> URINAL q p <br /> IT 1 LATERAL DESIGN: <br /> W/C <br /> W/C VENT MOP W/C 0. ROOF SHEATHING: <br /> SINK -7/16"OSB (24/16) RATED SHEATHING OVER TRUSSES @24"O.C. <br /> UP - UNBLOCKED EDGES <br /> z -8d NAILS @6"O.C. PANEL BOUNDERY EDGES, 6" PANEL EDGES, 12" FIELD <br /> NF.D. F.D. 0 <br /> N 0 P. DOUBLE TOP PLATE SPLICES: <br /> - (1)2x6 CHORD W/MIN. (5) 12d NAILS EA. SIDE OF SPLICE. <br /> SW-1 (MODULE END WALLS) <br /> - LENGTH(MIN.): 12' <br /> LAV LAV 0-SHEATHING: 3/8" NOMINAL APA RATED SUB SHEATHING (7/16"OSB)(EXT. FACE OF STUD) <br /> - FASTENING: 8d COMMON NAILS @6"O.C. PANEL EDGES, 12"O.C. FIELD. (BLOCK PANEL <br /> EDGES). <br /> B <br /> - HOLD-DOWNS: MIN. (1)2x6 STUD W/(1)SIMPSON MSTA18 STRAPS TO RIM JOIST AT <br /> � 1.5X7.25 LVL INNER RIM SW_2 BUILDING CORNERS. <br /> �. (MODULE LONG WALLS) <br /> 2X8 HF2 OUTER RIM - LENGTH(MIN.): 18' <br /> 2x8 HF-2 JOISTS @ 16"O.C. -SHEATHING: 3/8" NOMINAL APA RATED SUB SHEATHING (7/16"OSB)(EXT. FACE OF STUD) <br /> - FASTENING: 8d COMMON NAILS @6"O.C. PANEL EDGES, 12"O.C. FIELD. (BLOCK PANEL <br /> 2 FLOOR FRAMING PLAN - HOLD-DOWNS: MINN. 1 ED (1) <br /> 2x6 STUD W/NO REQUIRED STRAPS <br /> 1/4"= 1' 0" <br /> THIS DRAWING AND ALL INFORMATION 14219 CUSTOMER NAME: KC DA RELEASE: PROJECT No.: <br /> CONTAINED HEREON IS THE PROPERTY -1E <br /> WWHITLEY BLVD., BLDG <br /> No. 10 PERMIT 4533 <br /> OF WHITLEY EVERGREEN INC.,AND IS BLVD., BLDG W 10 PROJECT NAME: 12X25 RESTROOM s/N' 0523-161 <br /> NOT TO BE REPRODUCED WITHOUT THE MARYSVILLE,WA 98271 STD PLAN No: SHEET No.: <br /> EXPRESS PERMISSION OF WHITLEY EVE RG RE E N , INC■ PH. 360.653.5790 PROJECT DESC.: 12X25 MODULAR RESTROOM S- 1 .0 <br /> 2 PERMIT 06-09-2023 EVERGREEN, INC.WHITLEY EVERGREEN WH [TLEY FAX: 360.659.7735 DRAWN BY: MDP DATE: 05-12-2023 <br /> 1 PRELIM 05-12-2023 ASSUMES NO RESPONSIBILITY FOR MOBILE AND MODULAR BUILDINGS WWW.WHITLEYMAN.COM SHEET NAME: STRUCTURAL PLAN REVISED BY: KB <br /> No. DESCRIPTION DATE By UNAUTHORIZED USE OF THIS DRAWING. LV E RG RE EN CHKD BY: SCALE: 1/4" = V-0" <br />