Laserfiche WebLink
, r <br /> Pl5F4411111` REV. y BY: DATE: PER: SHEETS: ' <br /> 27' X 56' MOBILE CLASSROOM �`cy,N.RAsM �REo PROFf <br /> omm ,,,4AT Asy7.. & \.t tH4,NEEq sS/ <br /> i LH 5/10/06 - ..€:-4,.. <br /> 13 l 31 I <br /> MODERN BUILDING SYSTEMS. INC. EATON VI LLE " y�� �� <br /> x _ �z I� <br /> TELEPHONE: (503)749-4949 FAX: (503)749-4950 `` d' <br /> 0 <br /> P.O.BOX 110•9493 PORTER ROAD•AUMSV1LLE.OR 97325 4r;, OREGON = <br /> CHECK OUT OUR WEB PAGE: ....m64—modular.com EATONVILLE, WASHINGTON APO,tCy�R�Is*X"EO %s('T i"'"''''' I <br /> REUSE OF DOCUMENTS �'/ONAL G f1HA RASr� W <br /> A.RTC01NO°t o.sM .TED ' Ui J <br /> Muss IS TO 00 .Cf'R OR el PART.rRONG ssan'E°A:!"" FOUNDATION NOTES AND DETAILS EXPIRES 12/11210 S <br /> on.TM CR PROJECT.nxX.,ROMER wTHOUTA OW E%P]RES� 7/2/10 I Cl) <br /> \ <br /> :V <br /> CONTRACTOR SHALL VF u <br /> .c <br /> 2/16" T1-11 W/6d <br /> AT4" &8' O.C. DBL. P.T. 2x4VERT. <br /> W/(2) 12d EA. END AT Z , <br /> 4 m <br /> CONT. P.T. 2 x 6 W/ <br /> JOF DEAD LOAD 12 PSF CONT. P.T. 2 x 8 , AAT 8106oC. O () <br /> 35 PSF PER BOARD <br /> 12d AT 6" O.C. • '%� u, =Tim. \ \ <br /> 10 PSF ll�l, = 1- 1=1111_ <br /> 50 PSF 11111=_IIII VIII <br /> II <br /> WIND LOAD 110 MPH 3 SECOND GUST - EXP. B I.= 1.0 ]= 1.0 <br /> SEISMIC BEARING WALL SYSTEM S, = 1.17 14= 1.0 _OPERIMETER FOOTING <br /> USE GROUP I SEISMIC DESIGN CATEGORY D 3 'MC V4-.1•-Ir <br /> SITE CLASS D <br /> 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR <br /> FOUNDATIONS SHALL BE HEM-FIR, NO. 2 & BETTER. <br /> SIMPSON C518 W/(4) N10's <br /> TREATED LUMBER SHALL BE ACQ PRESSURE TREATED ,ii. EACH END - (2) TOTAL AT <br /> IN ACCORDANCE WITH AWPS STANDARD C-2 TO A BOTH TOP &BOT. <br /> MINIMUM RETENTION OF .40 PCT. AT PIECES IN \ <br /> CONTACT WITH GROUND, SAWN END GRAIN SHALL 7/16 n-n W/sd • <br /> BE FIELD TREATED WITH 2% MIN. CONCENTRATION AT 4'Sc 8"ac. <br /> COPPER NAPHTHENATE. TREATED PLATE STOCK ��1111.11. <br /> .I p e `r <br /> SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN CHASSIS END RAIL <br /> CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 BACKING AT a x 8 POST <br /> SIDING JOINTS <br /> 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR a . a POST n <br /> BETTER, TREATED 2 x 4 FRAMING SHALL MEET 2 x 8 _ax H <br /> THE REQUIREMENTS SPECIFIED ABOVE. <br /> II!", mi P.T. a x e x 14`L <br /> CONT. P.T. 2 x 8 .'ISI <br /> E 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. r(� <br /> rn (3) ROWS OF tO•�IFil'I"I, (2) P-T. 6 x 8 x 3' 6" L <br /> Pn 5. VENT CRAWL SPACE w/ (6) MBS STD. 15" SQ. METAL VENTS 12d AT 4" O.C. _ _ \ \ <br /> ,1; INSTALL 6 MIL. VAPOR BARRIER. IIII �E 11P11111 II R 11111=111111= <br /> 'I KMIIFIIIII ' <br /> 1 6. CONNECT STORM WATER FROM ROOF GUTTERS AND #5 0 1'-6" DRIVE PIN II II <br /> 0 DOWNSPOUTS AND DIRECT AWAY FROM BUILDING EACH END <br /> o PAD TO AN APPROVED DRAINAGE SYSTEM. -2 l <br /> OENDWALL COLUMN FOOTING <br /> 3 %CAGE:3H'•1'-D- <br /> D <br />