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��\ REV.* BY: DATE: PER: SI-EETS: 12' x 60' MOBILE BUILDING �, A. R.41- <br /> � � 4 I � KAH 10-15-12 SUBMITTAL i \j0 <br /> 11 1I (TMBOING <br /> MO�RM IBIS SYSTEMS.MS. NC. x z °' <br /> TELEPHt : (5031 749-4949 FAX: (503) 749-4950 % 4t17211 <br /> s <br /> P.O. BOX 110• 9493 PORTER ROAD• AUMSVILLE, OR 97325 EVERETT , WASHWGTON <br /> REUSE CF DOCUMENTS /Mu.VI w 1 <br /> THIS=PENT AND 11-E NEAS ANO CESONNS INCORPORATED I-EREIN IS TIE PROPERTY L1J <br /> OF FCCERN 8U1IDING SYSTEMS, )TIC. MO IS ha-TTI EE use), IN WHOLE OR IN PART. ® MODERN BUILDING SYSTEMS, INC. 2012 FOUNDATION PIAN I <br /> FOR ANY DTFER USE OR PRO.ECT WITHOUT WRITTEN AUTHORIZATION. - Ln <br /> 00 <br /> 60'-0" <br /> r / <br /> 2'-0" t 4'-0" 4. 6'-0" 6.-0" t 6'-0" 6.-0* 6'-0° f 6'-0" 6'-0" <br /> 6'-0" t 4'0° 2'-0" <br /> I 1 1 I 1 1 I <br /> co <br /> 1 1 1 1 1 1 1 1 1 <br /> 0 , _ <br /> N <br /> c2 <br /> _ e - _ <br /> _ I- _ — — — — _ — _ _ _ - —~ _ ,I <br /> 0 II <br /> 1 <br /> CO <br /> - © 3 <br /> FOL\IJATIO\ PLAN <br /> SCALE: 3/16" = 1'-0" <br /> FOUNDATION NOTES <br /> 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 3. EXCEPT AS NOTED. DIMENSION LUMBER FOR <br /> AND CONDITIONS. THIS STRUCTURE SHALL BE FOUNDATIONS SHALL BE HEM-FIR. NO. 2 & BETTER. <br /> ADEQUATELY BRACED FOR WIND OR EARTHQUAKE TREATED LUMBER SHALL BE ACQ PRESSURE TREATED <br /> FORCES AND TEMPORARY FORCES DURING SETTING IN ACCORDANCE WITH AWPA STANDARD U1, <br /> AND ERECTION UNTIL ALL WITS HAVE BEEN USE CATEGORY UC4A, TO A MINIMUM RETENTION <br /> PERMANENTLY ATTACHED THERETO. REMOVE SOD & OF .40 PCT. AT PIECES IN CONTATCT WITH <br /> ORGANIC MATERIAL AT PADS. GROUND, SAWN END GRAIN SHALL BE FIELD <br /> 2. DESIGN LOADS: TREATED WITH 2% MIN. CONCENTRATION <br /> ROOF DEAD LOAD 12 PSF COPPER NAPHTHENATE. TREATED PLATE STOCK <br /> SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN <br /> ROOF SNOW LOAD 25 PSF CONTAIN EXCESSIVE SPLITS, CI-ECKS OR WANE. <br /> FLOOR DEAD LOAD 10 PSF 2 x 4 FRAMING SHALL BE HEM-FIR. STANDARD OR <br /> FLOOR LIVE LOAD 50 PSF BETTER, TREATED 2 x 4 FRAMING SHALL MEET <br /> THE REQUIREMENTS SPECIFIED ABOVE. <br /> WIND LOAD = 110 NCH 3 SEC. GUST EXP. B 4. ALL NAILS TO BE HOT-DIPPED GALVANIZED AT <br /> Iw; 1.0 a= 1.0 PRESSURE TREATED MEMBERS. <br /> SEISMIC BEARING WALL SYSTEM SS= 1.257 Fa= 1.00 5. VENT CRAWL SPACE WITH (6) MBS STANDARD <br /> S= 0.838 OCCUPANCY CATEGORY II 15" x 15" METAL VENTS. INSTALL 6 MIL. VAPOR BARRIER <br /> Ie= 1.0 SEISMIC DESIGN CATEGORY D ON GROUND IN ENTIRE CRAWL SPACE. LAP JOINTS MIN. 12". <br /> SITE CLASS D <br /> 6. CONNECT STORM WATER FROM ROOF GUTTERS AND <br /> DOWNSPOUTS AND DIRECT AWAY FROM BUILDING <br /> PAD TO AN APPROVED DRAINAGE SYSTEM. <br />