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11P5‘111` REV. # BY: DATE: PER: SHEETS: 27' x 56' MOBILE CLASSROOM `.'�NA'RASA, AD PROF <br /> -� LH 5/10/06 - ,,.4:, „ <br /> �y 0 NA8y14 & \[7.. ... 61N([q�SS. En <br /> 47 �' y„N 13 431 MM <br /> MODERN BUILDING SYSTEMS.INC. x z o; W •d' <br /> TELE HONE(503)749-4949 FAX:(503)748-4950 . - EAT 0 N VI L L E - `` d' <br /> P.O.BOX 110.9493 PORTER ROAD•AUMSVILLE,OR 97325 A I/ OREGON = <br /> CHECK OUT OUR HISS PAGE:1m..mbs-moOWar.com '15 2 ...'4,4,e.34..r.1 1q°b yl <br /> EATONVILLE, WASHINGTON n` <br /> REUSE OF DOCUMENTS ONA1.14G P'HA RAS14' i 0 <br /> TIAS WOMEN,AID THE MAs.IO OESINS NAMTPCRARD <br /> WREN Is TRE MORRTT W YMAN BMWS SYSTEMS.YIG L4L- J <br /> o,i IS 0u OR <br /> p PROJECT <br /> MINN PART.KRA NOTES AND CALCULATIONS EXPIRES: .7/2/10 I EXPIRES 1i(31n0 2 <br /> (� N <br /> FLOOR CONSTRUCTION CEILING NOTES FASTENING/SCHEDULE-MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS <br /> FINISH: CARPET THRU-OUT (EXCEPT AS NOTED ON DRAWINGS) <br /> CEILING HEIGHT: 8.-0” (U.N.O.) <br /> CONNECTION NO. /SPACING <br /> BASE: 4" VINYL THRU-OUT 5/8' GYP. BOARD TAPE TEXTURE PAINT <br /> Ti RIM.01ST TO FLOOR JOIST 3 PER JOIST <br /> UNDERLAYMENT: NONE ROOF CONSTRUCTION 8 JOIST TO Jou2 ROWS AT 12'O.C. <br /> '' BLOCKING 2 EACH END <br /> SUBFLOOR: 3/4" APA RATED SHEATHING <br /> (ACTS AS 1 PERM MAX. VAPOR BARRIER) FIBERGLASS COMP. SHINGLES(6) STAPLE OVER (2) LAYERS STUDS TO PLATES-END NAIL 2 EACH END AT 2.4 <br /> 15#FELT(MIN. CLASS B) STUDS 70 PLATES-END NAIL 3 EACH END AT 2,6 <br /> JOISTS: 2 x 8 MIN. HF.#2 & BTR AT 16" O.C. BLOCKING 2 EACH END <br /> SHEATHING: 7/16" O.S.B. (24/16) , JAMB STUD TO 4s HEADER MIN.4 EACH ENO <br /> RIM JOISTS: 2 x 8 DOUBLE AT ENDS - <br /> FRAMING: TRUSSES AT 24' O.C. 3c a JAMB STUD TO 2x HEADER MIN.2 EACH END <br /> OFFSET RIMS: NONE - STUD TO STUD(CRIPPLE.ETC.) 8"O.C. <br /> BEAMS: (2) LAYERS 5/8" PLYWOOD x 39-3/4" UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD <br /> INSULATION: R-19 U (FIBERGLASS) TOP PLATE <br /> INSULATION: R-30 U (FIBERGLASS) W/FS-25 BOTTOM PLATE TO FLOOR ,2 EACH SIDE OF STUD <br /> . BOTTOM CLOSURE: FS-25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) <br /> RIM JOIST TO RAFTER 3 PER RAFTER <br /> EXTERIOR WALL CONSTRUCTION OVERHANG: 6" RIM JOIST 70 TRUSS MIN.2 PER TRUSS <br /> FINISH: 7/16" T1-11 W/8" VERT. GROOVES - RAFTER TO RAFTER 2 ROWS AT 12"O.C. <br /> 8 <br /> ROOF PITCH: 2-1/2 IN 12 BLOCKING 2 EACH END <br /> SHEATHING: NONE 2 x 4 LEDGER 2 ROWS AT 6'O.C. <br /> STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. <br /> EXTERIOR NOTES 2.BRACE TO RAFTER 4 AT RAFTER <br /> NOTE: ALL FASTENERS ARE tea(.131) <br /> INSULATION: R-19 U (FIBERGLASS BATTS) CORNER BATTS: 1 x 4 CEDAR <br /> STANDARD SHEATHING FASTENING-U 0 <br /> INTERIOR FINISH: 1/4"PANELING <br /> FASCIA: 1 Ti 6 CEDAR FROM NER-272 AUG.2004 <br /> SKIRT: MATCH SIDING BARGE: 1 x 6 CEDAR SPACING RE MIN IENCTI, <br /> FI OOR SHEATHING(UNBLOCKED) <br /> GUTTERS: 5" K-LINE (PREFINISHED) 3/4'COX OR O.S.B.OR 4'EDGE Ra(.113) 2-1/4' <br /> INTERIOR WALL CONSTRUCTION STURDI-FLOOR TAG 10'FIELD RING <br /> DOWNSPOUTS: 2" x 3" RECT. (PREFINISHED) SHANK <br /> STUDS: 2 Ti 4 HF STD & BTR AT 16" O.C. (U.N.O.) - ft OOR UNDERI AYMENT(CR LIF&STAGGER JOINTS] <br /> INTERIOR FINISH:'1/4" PANELING' - 3/0'CCP 8'EDGE p SCREW 1-5/e' <br /> 8'FIELD <br /> WXNG(AIL FDGES SIIPPORTED1 <br /> 7/16'T1-11 4'EDGE 65(.099) 2-1/4' <br /> 8�FIELD GALVANIYED <br /> ROOF SHEATHING(UNBI OCKED) <br /> 7/16'O.S.B. 4'EDGE 15 GA. 2' <br /> 8'FIELD STAPLE <br /> E <br /> a <br /> cs <br /> OCCUPANT LOAD CALCULATION DATA LIST <br /> CLASSROOM A: (709 S.F.)/(20) = 36 SO. FOOTAGE: 1493 S.F. <br /> 0 <br /> N CLASSROOM 8: (709 S.F.)/(20) = 36 EXT. WALL LIN. FOOTAGE: 165 L.F. <br /> WALLS/PLENUMS (75 S.F.) = 0 INT. WALL LIN. FOOTAGE 22 L.F. C <br /> TOTAL (1493 S.F.) = 72 PROJECTED ROOF AREA: 1609 S.F. O <br /> 3 <br />