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Plans /'''sq 28' x 64' MODULAR CLASSROOM =EN MEE MODERN BUILDING SYSTEMS, INC. TI G A R D SCHOOL DISTRICT TELEPHONE: (503) 749 -4949 FAX: (503) 749 -4950 CLASSROOM RELOCATE P.O. BOX 110 •9493 PORTER ROAD • AUMSVILLE, OR 97325 CHECKOUT OUR WEB PAGE: www.mbs-modulor.com IP MODERN BUILDING SYSTEMS; INC. 2007 TIGARD, OREGON REUSE OF DOCUMENTS THIS DOCUMENT MID THE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUDDING SYSTEMS, INC. AND IS NOT TO BE USED, IN WHOLE OR w PART, FOR ANY BLOCKING DETAIL CHANGE OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. ��9 O PROF& t,N GINEER U> / (814l a oo 7 -oo &/y ,3.31 SCT 241E557 - r S DON b '44/4; T. 18 1 City of Tigard HA. RAS� A: over Plans r EXPIRES: By 4 6. lute y Da te '? 10 Lt 0.5C O© SEE DETAIL 1/3 FOR SIMALAR NOTES AND DIMENSIONS FLOOR JOIST DOUBLE 2 x 8 RIM - - - -- w/ P.T. AT EXTERIOR )1 P.T.2x6x48 "±w/ _ (3) 12d AT EACH JOIST IN LEIU OF 2 x 8 BLOCKING I I —I I I ,! I I I I I I II I I I SIMP. MA6 AT 2 0.C. - III — I � I —I I I I AND 1' -0" FROM ENDS 111—=III=-11 AND CORNERS 1 III I J11 — I I- ,•10 ® PERIMITER FOOTING AT ENDWALL ' SCALE. 3/4' = 1' -0' • REVISION - - OFFICE COPY - - - ,� '�� REV. # BY: DATE: PER: SHEETS: 28' x 64 MODULAR CLASSROOM PROF.(�� ® LH 8/6/07 - `., IN [fq U / i ei MODERN SYSTEMS. INC. TIGARD SCHOOL DISTRICT REGE'JE''c`i 13.431 N TELEPHONE. (503) 749 -4949 FAX: (503) 749 -4950 CLASSROOM RELOCATE t ► 1, I P.O. BOX 110 •9493 PORTER ROAD • AUMSVILLE. OR 97325 c C p 1 3 Il l ORE6 _ CHECK OUT OUR WEB PAGE: www.mbs- modular.com JCr S Fp 19 % 0 MODERN BUILDING SYSTEMS. INC. 2007 11GARD, OREGON CITY OF TIGARD ' e �' REUSE OF DOCUMENTS • nay DOCUMENT AND THE IDEAS AND LIMNS INCORPORATED �• • I BUl LDI�GDIVISIO A. R A w AND IS NOT THE TO BE USED. MODERN OP BUILDING PART. FOR ANY FOUNDATION PLAN w H OTHER USE OR PROJECT w1UHOUT BRIT1DI AUTHORIZATION. EXPIRES: 12/31/08 = N P 2 64 -0 / / 32' -0" 32' -0" / 0 O \ \ F-1 II I I F-_, 1—I I—i F I — I I zo VERIFY LOCATION I gh I I Q . I I v p 2 C3 r -1 4x80F #2 r-1 I - I I - I I - I I r- - r - r 4x80F#2 r - 1 r_ - Q I% LJ LJ LJ LJ LJ i LJ L LJ -LJ LJ 0 • • . NOTE Q / 6' -0" 6 -0 6' -0" 6' -O" 6' 6' -0" 6' -0" i . r S=5-' T I EE E >> r _. - _ 0 00 o BO r T(2) 1 -1/2" x E r _ r _ r - II Ir _ E - ._r -1 ( 1 -1 / 2 " x r _ r N N -- U - L� " L.V.L. L� • �• L J L J LL I I � L J L J L J � 7-1/4" /4" L.V.L. � L J -� z dA CO c75 al m © L -" — " 1 (2) SIMP. PAHD42 w/ D 3 EACHIEND HDG EA. v o v .. � ' - 2 r – — -� 4 z 8 O F 2 r - � - r - - rte - � � � - r y - r 4 x 8OF2 �� - �� - • ._ ` LJ LJ LJ LJ L LJ LJ L LJ LJ r T `� t 3 REA WELLx VERIFY G� C�7 �]' D LOCATION . • ` T _ � p o of T E A• City . r•v- Plans I I • n C L 1----1 1--i — - - -1 O .: « ,(� < C - -- - = --, O • N OFFICE COPY v1:I �01 i • 0 FOUND PLAN CD SCALE: 3/16" = 1' -O" • REV. BY: DATE: PER: 'SHEETS: �; ��` # H 28' x 64' MODULAR. CLASSROOM - $ i PRoo F S . 4 LH 8/6/07 - T IGARD SCHOOL 4 MODERN BUILDING SYSTEMS. INC. 0 L DISTRICT Cr TELEPHONE: (503) 749 -4949 FAX: (503) 749 -4950 . CLASSROOM RELOCATE 1 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 ORE CHECK OUT OUR WEB PAGE: www.mbs— modular.com ' 1B Tgeb C,d ©MODERN BUILDING SYSTEMS, INC. 2007 - TIGARD. OREGON J REUSE OF DOCUMENTS ill ' A. R ASA THIS OOCUYQIT AND THE IDEAS AND DESiGNS INCORPORATED LL.1 AND IS IS THE USED. SED. IN 1 w�OR IN PART. FOR ANY FOUNDATION NOTES AND DETAILS EXPIRES: 12/31/08 = OTHER U OR PROJECT WITHOUT MITTEN AUTHORIZATION. - J cn 0 0R® P.T. 2 x 8 w/ FOUNDATION NOTES Ilid L.V.L. RI JOIST 7/16" BELLY BAND r 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS W/ 8HDG AT 4" O.C. - AND CONDITIONS. THIS STRUCTURE SHALL BE 12d HDG TOENAIL AT �I ADEQUATELY BRACED FOR WIND OR EARTHQUAKE 12" O.C. I V . t FORCES AND TEMPORARY FORCES DURING SETTING I AND ERECTION UNTIL ALL UNITS HAVE BEEN AS SHOWN FOUNDATION VENT \._ J 2 x 6 P.T. MUDSILL W/ PERMANENTLY ATTACHED THERETO. C I SIMP. MA6 AT 4' -0" O.C. AND 1' -0" FROM ENDS SLOPE & CONTOUR GRADE P AND CORNERS 2. DESIGN LOADS: AWAY FROM BUILDING PAD - z ROOF DEAD LOAD 12 PSF \ ! II I — III -I I I I ° I — to ROOF SNOW LOAD 25 PSF ? = III = III — III I ' FLOOR DEAD LOAD 10 PSF (2) #4 BAR TOP & BOT. =III I - < #4 VERT. BARD ALTERNATE N ∎% +I AT 48" O.C. < �p — I I ( —= III Al 4 O - 6' FLOOR LIVE LOAD 50 PSF ' . ° I---11.4 .I � WIND LOAD 110 MPH 3 SECOND GUST - EXP. B I,, = 1.0 1 = 1.0 I 1 T, , , _d — . SEISMIC BEARING WALL SYSTEM S = 0.93 I. = 1.0 4 1/2" 6" 4 1/2" USE GROUP I SEISMIC DESIGN CATEGORY D / . -./ / FIRM UNDISTURBED SOIL 1 3 SITE CLASS D / / OR 95% COMPACTED GRAVEL FILL SOIL BEARING q = 1500 PSF ® PERIMETER FOOTING (AT L.ow WALL) SCALE: 3/4 m 1 -0 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATIONS SHALL BE HEM -FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED 00 IN ACCORDANCE WITH AWPS STANDARD C -2 TO A MINIMUM RETENTION OF .40 PCT. AT PIECES IN - - CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION • rl COPPER NAPHTHENATE. TREATED PLATE STOCK DOUBLE 2 x 8 RIM SEE DETAIL 1/3 SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN w/ P.T. AT EXTERIOR „ I II FOR SIMALAR NOTES CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 1141 ` AND DIMENSIONS 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET I - FLOOR JOIST THE REQUIREMENTS SPECIFIED ABOVE. F° BLOCKING AT 4' -0" 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. E °1 5. VENT CRAWL SPACE 1 SQ. FT. PER 150 SQ. FT. I I-41I —I I I-1 I I 2 x 6 P.T. MUDSILL W/ SIMP. MA6 AT 2' -8" O.C. �� Ln • OF FLOOR AREA OR AS SHOWN. INSTALL 6 MIL. maim, AND 1' -O" FROM ENDS I VAPOR BARRIER, - LAP SPLICE MIN. 12 ". - ----111 I I IE I . � ° AND CORNERS ^ 6.- CONNECT - -STORM WATER FROM ROOF-GUT-TER-S-AND o DOWNSPOUTS AND DIRECT AWAY FROM BUILDING ` _._•1___ N PAD TO AN APPROVED DRAINAGE SYSTEM. - -111--111-111-111-111—... • o . 0 PERIMITER FOOTING AT ENDWALL - Q - - - - - - - m SCALE 3/4• — 1'-0• - t; 'W4` REV. # BY: DATE: PER: SHEETS: 28' x 64' MODULAR CLASSROOM '- c ��o PR LI =MN 11■MI =ME L" 8/6/07 TIGARD SCHOOL DISTRICT • � �� ` EN MODERN BUILDING SYSTEMS, INC. ./ � - TELEPHONE (503) 749 -4949 FAX: (503) 749 -4950 CLASSROOM R E L 0 C A TE = P 1 .O. BOX 110 •9493 PORTER ROAD • AUMSVILLE, OR 97325 ORE . CHECK @ OUT MODERN WEB IILDING b r . C. 2 0 7 c � TIGARD; OREGON _.. I SFP 1' . '9 NJ` REUSE OF DOCUMENTS "' A. R AS w THIS DOCUMENT AND' THE IDEAS AND DESIGNS INCORPORATED W HEREIN Is TILE PROPERTY OF MODERN DULDDIO SYSTEMS. INC • AND IS NOT TO BE USED. IN MOLE OR IN PART. FOR ANY FOUNDATION DETAILS I EXPIRES: 12/31/08 I OTHER USE OR PROJECT MAT OUT MITTEN AUTHORIZATION. I V) SIMP. CS18 w/ (4) N10's 1 EA. END (4) TOTAL (1 SIMPSON CS18 w/ (4) ■ M N10's EACH END • Ii I�— DOUBLE 2 x 8 RIM �� 1 � \ w/ P.T. AT EXTERIOR Iii iili „ (2) 4 x 8 DF //2 POST I��p3�gl -_ -� � SIMP. HETA20, PA18 OR / 4 x 8 DF #2 SIMILAR w/ (8) N10's EMBED 4" SHINGLE In O - E SIDE N ° ° d ° 1111 1/2" x 6" x 6" PLYWOOD GUSSET • b - - ° ,w/ (4) 6d EACH MEMBER • 4 c ° a v \ 4 • d a 4 a \\ — ; III = III = III -1 I I =III — III — III = III —I I I I , I P.T. 4 x 4 POST Cc — III — II — I III — IIIIII — II I III — III — _____91,..... 0 --- 1 1 - 111 111 1 11 111 11I— II111 —I (5) #4 x 3' -6" E.W. BOT. SHINGLE In . 4' -0" SQUARE NOTE: TYP NOTES 1/3 & DIM. • ® COLUMN FOOTING m e 4 x 8 AT WALL DETAIL SCALE 3/4' = 1' -O' SCALE 3/4' - 1' -0' 12d IDE TOE - TYPNA. IL EA. 5/8" DIA. THR'D ROD OR M.B.'s W/ WASHERS AT 6' -0" O.C. & 3' -0" FROM • 111111111111111111111 ' 2 • SIMPSON LUP26 - TYP. ENDS (ADJUST SPACING AS S • REQ'D TO AVOID JOISTS) allrint s . • _ _ _ -=_= II = _ _ = �= 1 /2„ x 6" x 6" PLYWD.. 1• 4 x 8 OF #2 • GUSSET W ) 4 6d III EACH MEMBER • 4 x 4 POST SHINGLE 12d TOE NAIL EA. SIDE - TYP. _ 4 x 4 POST 18" SQ. x 7" MIN. DP. E CONC. FOOTING • C) SHINGLE OPTION: 24 " 0 x 10" ° ° ° ° • • 1.-2 1.-2 .. • �� PAPER RING _ 18" SQ. x 7" MIN. DP. '' _ = III — III — III - 111— IIIIII —III =111= . I CONC. FOOTING ° a — III — I II III — III I1I — III — OPTION: 24 "0 x 10" i ° 4 • p - - PAPER RING- _ — - • ' I 1 -11 I -11 I- 111-11 IE 1 I -11 I -11 I —III CA '' III III —III— III —III II'- o MARRIAGE LINE FOOTING . 6 MID -SPAN FOOTING • C `� ® SCALE 314' 1' -0' .. . . . _ 4 . SCALE 3/4' 1' _ . a g ',"4111® REV. # BY: DATE: PER: SHEETS: 28' X 64' MODULAR CLASSROOM . ����o PRop LH . 8/ – • I tom( H3.c11 E R • s / - I TI G A R D SCHOOL D I S TR i C T EA MODERN BUILDING SYSTEMS. INC. - . CLASSROOM RELOCATE TELEPHONE (503) 749 -4949 FAX: (503) 749 -4950 P.O. BOX 110 • 9493 PORTER ROAD • AUMSVILLE. OR 97325 r� CHECK OUT OUR WEB PAGE s, . OR :'N www.mbs- modular.com � p _ 1B.%q � �� 0 MODERN BUILDING SYSTEMS. INC. 2007 T - I IGARD. OREGON REUSE OF DOCUMENTS ` RA W m 7H9s DOCUMENT AND 1H E IDEAS AND Dams MCORPORALED — ' W AND IS " NOT TO BE USE% %HOL E CR I PART, FOR / FOUNDATION DETAILS EXPIRES: 12/31/08 61A. S�J = O1HFR USE OR PROJECT WITHOUT WRIT1D1 AUTNORIZA710N. I / (1 CONC. RAMP OR M PROVIDE — 2' -6 "± #4 REINF. OUT OF 18' - LANDING MUD SILL > WALL FOR GROUND (BUNDLE WITH (2) #4) s� J . 26 GA. x 7" +/— —' GA. ROLL FLASHING - �I' / ' -.Mg OVER 30# FELT 1_T Illip FOUNDATION REBAR s 4,..„4......)-t-- 1/2" P.T. PLYWOOD 11 I 1 111 � ` � - �Y�fi W/ 8 HDG AT 4" 0.G1=1 :III I - - - -- L IIIT ^I A :III= NOTE: P.T.2 I I I I ' • • GROUND CLAMP TO BE LOCATED DIRECTLY L.V.L. RIM JOIST BELOW ELEC. PANEL(S) - SEE FLOOR PLAN JAI -1 ( I - II - III, -I (1- III -1 1 I. 7/16" BELLY BAND � FOR LOCATION OF PANEL(S) W/ 8HDG AT 4" O.C. -111- I' NOTE: SEE DTL. 1/3 FOR .11 TYP. NOTES & DIM. 12d HDG TOENAIL AT 1M 0 FOOTING AT LANDING ,0 GR CLAMP DETAIL 8" o.c. I \ 03 SCALE. 3/4' w 1' -0" SCALE 3/4' w 1' -0' FOUNDATION VENT ` - 2 x 6 P.T. MUDSILL W/ AS SHOWN - c I SIMP. MA6 AT 4' -0" O.C. =G' = a --4 AND 1' -0" FROM ENDS SLOPE & CONTOUR GRADE: - III -le AND CORNERS ___N__ AWAY FROM BUILDING PAD -III -1 1 I -I 11 = I I I :111=-111 1 36" x 24 x REVD GALV. 57N- 1 III III III - III - I . \ .I #4 VERT. BARB l ALTERNAT • AREA WALL OR P.T. 8 AT 18 . x - 1 1 - I I =1 1 - I I - 1 I I I OC 1 =111 =11 I III - i I 1 -1 " .. �, SURROUND I I I I I III - III - I I I G D- • 11 \ - - =I 1 1 — = I 1 I I = 1 11 = 1 I H , I co - P.T. 2x SURROUND 2. -2" / /TACK WELD 1- I I =III =III =I # HORIZONTAL AT co I 1 2" O.C. 11 II: \ _ ' _ I V \BACK SIDE I I- III -III I I I - 11 Imo- : _ _ = .:..:.:.::_:::._ = 111 = 11 I� 11 = 1 ACCESS COVER • r 3 16 "m HOLE w/ 1 E111_ = 111= - 111 1 a r II I II I I: M - : _ _ = I N _ / OLE / I I- 111 =111_ (4) #8 SCREWS - - - III - I - 4 I III II: - — 111=-111-= : I 1 = IlI =11 I f - / ROUGHEN JOINT t co ''� 1 - - - (2) #4 BAR TOP & BOT.= - = ` - 1/8" x 1 " - • :41, - �IIN. 24 x 18 OPENING-- DEEPEN FOOTING i� _ _ - 'L /8' x REQ'O I_I]_f • a � • If II: - .. 1I 01 C IF NECESSARY - - _ _ - I I� I 1 a I I--I 11-I 11 I !flerHil � � � - - 1 KEY FOOTING IN a I 1 I I TI I I I I 1 I I I \ I I -1 I 1. \ I I 11 - 1 /2 x 12GA. EXPANDED METAL _ I I I I 11 -I 3 1/2" 8" 1/2 - \ \ w 1/4" GALV- SCREEN - - - - O "=111V11.11 III�II 11 =IIIJ III� " - �" FIRM UNDISTURBED SOIL N I �f _ II 11- In11 =I1- 1 -3 1, -3" OR 95% COMPACTED GRAVEL FILL f ® PERIMETER FOOTING (AT HIGH WALL) o • CRAWL SPACE ACCESS • e CT SCALE .3/4" - 1'-0" SCALE 3/4" .. 1'-0' Q