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Plans (17) REE ''E`D 0 (2) 3 4 JAN 3 ?79 50'- 0" CL: / / BU!L,.s NG ,,— >. A 10'-0" 20' -0" 20'-0" CRAWL SPACE ACCESS I C / / (VERIFY LOCATION) / 4 -0 / 6 -0 / 6' -0" / 6' - 0" / 6'-0" / 16'- 0" / 6' -0" / 6'- 0" / 4'- 0" / A \ \ \ 'o. , =--.`Y.= .= u '- Li _ . u • C r- r r 2 OFFICE COPY ' S2.27 `r) r" 4x8 DF#2 • CITY OF TIGARD b ITT fiTh �fl �1 �fl �fl �fl �fl REVIEWED FOR CODE COMPLIANCE `� \ IL] i i I I i I I i Lw i l l i ill Lw LL1J LLQ I I-Approved: l CLCL • DTC: [ j • 4'- 0" 6'- 0" 6' - 0" 6' -0" 4'-6" 3'-6" 4'- 0" 6' -0" 6'- 0" 4' -0" "' —7Address: 1,p j 7 Lj . .v., f elc/<k ....,07-04 p _ .iIilmu1i 2 1-1/2"x B 1 ° -H - 11 .A j 1° 7 1/4" LVL 1° S— — to#: 41. Date: 1 lir ® NOTE: 4x8 DF#2 VERIFY FOUNDATION 771 M I NI mi 771I mi 7—n ITTI mi I l _ ORIENTATION TO DESIRED `�' \ I I L JI LL_J u� L 11 LLJJ Liu Lug LL U I I N. �I BUILDING ORIENTATION _ 4 2 2x BRACING -TYP P.T. 2 x 4w/(2)#5 x 1'-6" �' (NOT SYMMETRICAL) �� S 2.1 DRIVE PINS -TYP. 'to / T n I n C NI C \ \ \ 1 V;•' !TY OF PERMIT (/ 1 1 7'-- ISSUANCE OF A PERMIT <- S\21:_2 s2.o tl �-� vb l�_ DON CONSTRUCTION �<AD PROFnS C�":CUMENTS AND OTHER �� �N�'NEF, si13431 g, Di.CA SHALL NOT PREVENT I E CODE OFFICIAL FROM O FOUNDATION PLAN F:-':)i..JIRING THE CORRECTION 3/16" = 1'-0" ' oREE30 (._ ERRORS. OSSC 105.4 . 1 fP/ 18 196b �� EXISTING TAGGED RELOCATABLE BUILDING �1�A RASjv EXPIRES 12/31/1tZ REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS THIS ERN SHEET FOUNDATION PLAN JOB# LU 268-269 DOCUMENT AND THE IDEAS AND - r DESIGNS INCORPORATED HEREIN PROJ. SHEET# ARE THE PROPERTY OF MODERN BUILDING SYSTEMS 24' x 50' MODULAR FOUNDATION • BUILDING SYSTEMS INC.AND ARE MODERN BUILDING,SYSTEMS,INC. NOT TO BE USED IN WHOLE OR IN BULL MOUNTAIN AREA-4 TELEPHONE:(503)749-4949 FAX:(503)749-4950 PART FOR ANY OTHER USE OR P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 •O PROJECT WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2018 ADDRESS 16515 SW BULL MOUNTAIN RD.,TIGARD, OR. 97224 DRW VF DATE 11/8/18 FOUNDATION NOTES wOp SIDINGP.T. 2x6BRACE ATMAX. w O Z' METAL 6'-0" O.C. AT 45+/- DEGREE CD O ( ANGLE. ADJUST SPACING 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE p WEDGE/SHIM I ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING w TO AVOID PIERS � o 15/32" P.T. PLYWOOD, AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/SOD PRIME & PAINT 2 x 8 DF#2 W/(3) 12d AT UNDER ALL BEARING PADS. f w (SAND FINISH)W/ MIN. (2) JOISTS 2. DESIGN LOADS: Z z (BLOCKED)6" &8" O.C. _ \ ROOF DEAD LOAD 12 PSF _ GRAVEL OR SAND FILL SLOPE AWAY-TYP. ,j 4_41414'44 ROOF SNOW LOAD 25 PSF \ �� \ P.T. 2 x 4 VERTICAL AT SIMP. A35 W/(6) N8'S + FLOOR DEAD LOAD 10 PSF o 24" O.C. W/(2) 12d HDG _ 1_ EACH END FLOOR LIVE LOAD 50 PSF +15 PSF PARTITION -4 P.T. 2 x 8 x I-4" CAP N WIND LOAD Lambda = 1.0 Vult= 140 MPH (Vasd = 108 MPH) 3 SECOND GUST- EXP. B + CONT. P.T. 2 x 8 (2) 8x8x16CMU (2) 12d HDG AT BRACE SEISMIC BEARING WALL SYSTEM: Ss = 1.500, Fa = 1.000 U _. SDS = 1.000, RISK CATEGORY II FDN DRAIN IF SITE REQ'D j 16 x 4 x 16 CMU PIER Ie= 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D / 11 I 12d HDG AT 6" O.C. AT 2x4 �I ALLOWABLE BEARING 1500 PSF AT SOIL I CAPACITY Il P.T. 2 x 4 W/(2)#5 x 1'-6" DRIVE PINS 1O SIDEWALL FOOTING 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM-FIR, NO. 2 AND BETTER. 3/4" = 1-0" TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCF. AT PIECES IN CONTACT WITH GROUND, SAWN w END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED 0 o SIDING PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. w 0 P.T. 2 x 8 x 1'-4" L. CAP 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE O O 'Z METAL REQUIREMENTS SPECIFIED ABOVE. 13 8 x 4 x 16 CMU p 15/32" P.T. PLYD., w WSIMP. A35 W/(6) N8'S HDG EA. LEG 4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED (HDG) OR EQUAL AT P.T. MEMBERS. O Q PRIME & PAINT(SAND 0. rt Li_ w FINISH)W/8d HDG AT �. 2 x 8 DF#2 W/(3) 12d AT MIN. (2) JOISTS . W 6" &8" O.C. (BLOCKED) n„ ,,,,:, „»„ »„ ,,,,, r „ .> »>»>. 5. VENT CRAWL SPACE w/(6) 15” SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER z "• """' \ — I / ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". (VAPOR BARRIER NOT z WEDGE/SHIM N REQUIRED AT ASPHALT OR CONCRETE IF OCCURS) io 1� SLOPE AWAY . Al Alt _�_Nor ,AAA i Li I" 6. CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING GRAVEL OR ' PAD TO AN APPROVED DRAINAGE SYSTEM. d SAND FILL P.T. 2 x 6 BRACE AT MAX. 5'-0" + O.C. AT 45 +/- DEGREE ANGLE z 6 I- 2 x 4 DF VERT. ADJUST TO AVOID PIERS ' 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD OR L&I, EXCEPT FOR THE SUITABILITY OF N THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION + AT 24" O.C. W/ 12d EA. 8x8x16CMU SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. En O _ FDN DRAIN IF 16 x 4 x 16 CMU SITE REQ'D �I,� (2) 16 x 4 x 16 CMU SIDE BY SIDE \ \ E� PROF-4,6, CONT. P.T. 2 x 8 ����NGINEFRs/o 12d HDG AT 1I 343, 6" O.C. AT2x4 11 P.T. 2 x 4 W/(2)#5 x 1'-6" DRIVE PINS "14i ,T* 8oc`)`'ENDWALL COLUMN FOOTING yq RASc' O 3/4" = I-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS THIS ZI +f ERS SHEET FOUNDATION NOTES CX DETAILS JOB# LU 268-269 DOCUMENT AND THE IDEAS AND fARE THE PROPERTY OF MODERN CC��„ i DESIGNS INCORPORATED HEREIN / ' BUILDING SYSTEMS PROJ. 24' x 50' MODULAR FOUNDATION SHEET# ^ .O BUILDING SYSTEMS INC.AND ARE MODERN BUILDING SYSTEMS,INC. NOT TO BE USED IN WHOLE OR IN S //TELEPHONE:(503)749-4949 FAX(503)749-4950 BULL MOUNTAIN AREA-4 PART FOR ANY OTHER USE OR P.O.BOX 110,9493 POR fER ROAD,AUMSVILLE,OR 97325 PROJECT WITHOUT WRITTEN CHECK OUT OUR W EB PAGE:www.mod2:8Hldingsystems.00 -- AUTHORIZATION. ©MODERN BUILDING SVBTEMS,INC. ADDRESS 16515 SW BULL MOUNTAIN RD., TIGARD, OR. 97224 DRW VF DATE 11/8/18 SIMP. CS18 W/(4) N10'S EA. END - (4)TOTAL AT BOTH TOP & BOTTOM \ III ':. -41 ����� ��� :III III; ��"�al" I ♦♦♦♦ ♦♦♦♦ ` --� ♦♦♦ 15"SQ. METAL VENT = <==-=-=_====<=«««««< \*1-< � � � � � � � � � � � � W/WELL WHERE ' ��♦7♦♦��♦�♦1WEDGE/SHIM ', — 12d TOE NAIL REQ'D BY GRADE 5.1 ��_♦_♦_♦`♦_♦�(2)4 x 8 x 2-6 L. DF#2 (2)4 x 8 DF#2 POSTS rd. TYP. EA. SIDE `1 (3) 12d TOE NAIL N. Aviv I' EACH SIDE -TYP. I I P.T. 2 x 8 x 1 -4 L. CAP SEE SHEET S4.0 1 ' (2)8 x 8x16 CMU FOR TYP. NOTES il 16 x 4 x 16 CMU PIER AND DIMENSIONS �� - (4) P.T. 4 x 8 x 4-0 L. FLAT a0II`I:_ipit'IIti OR P.T. 2 x 12 x 2'-0" L. CD If In_i ii MARRIAGE LINE FOOTING II 1OCOLUMN FOOTING O 3/4" = 1'-0•, II 3/4" = t-0" 5 FOUNDATION VENT SIDING . ti 3/4" = 1'-O" 'Z' METAL P.T. 2 x 6 BRACE AT MAX. III i 5'-0" O.C. AT 45 +/- DEGREE 15/32" P.T. PLYWOOD, ANGLE ADJUST TO AVOID PRIME & PAINT (SAND C PIERS FINISH)W/8d HDG AT Irip 4,1001 _ _ 6" &8" O.C. (BLOCKED) I ' , �`� SIMP. A35 W/(6) N8'S ._ ._._ ._..T_.._ I� �♦� HDG EACH LEG WEDGE/SHIM I ti ♦i��♦i♦i♦��.♦�♦i♦�♦� P.T. 2 x 4 VERTICAL ATAITIEFfil ‘114.12 x 8 DF#2 W/ 3 12d AT (2) 12d TOE NAIL EA. SIDE FA 4 x 8 DF#2 24" O.C. W/(2) 12d HDG I EACH JOIST EACH END & (6) 12 HDG 111< WEDGE/SHIM AT4x8 !� 4x8DF#2 z P.T. 2 x 8 x 1'-4" L. CAP > AMP' 16x4x16CMUPIER liAl (2) 12d HDG AT BRACE �� P.T. 2 x 8 x 1'-4" L. CAP b 8x8x16CMUEl 8x8x16CMU -' OR P.T. 2 x 12 x 2'-0" L. FDN DRAIN IF SITE REQ'D .. F II CONT. P.T. 2 x 8 1 16 x 4 x 16 CMU PIER \ ii -.-- ' P.T. 2 x 4 W/(2)#5 x 1'-6" ��%�� PROFFS 12d HDG AT 6"O.C. AT 2 x 4 / DRIVE PINS ��, �NGINEFR S� ,,,,- OMID-SPAN MIDI SPANFOOTING �343I G 3/4 = I-0" ® ENDWALL FOOTING AT BEAM Or ON 3/4" = 1'-0" IR PT 18,gab(.))`` TyARASA\ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB# LU. 268-269 _ REUSE OF DOCUMENTS THIS FOUNDATION DETAILS DOCUMENT AND THE IDEAS AND RN • DESIGNS INCORPORATED HEREIN v ARE THE PROPERTY OF MODERN BUILDING SYSTEMS PROJ. 24' x 50' MODULAR FOUNDATION SHEET 2 . 1 TELEPHONE: BUILDING SYSTEMS INC.AND ARE MODERN BUILDING SYSTEMS,INC. S NOT TO BE USED IN WHOLE OR IN TELEPHONE:(503)749-4949 FAX:(503)749-4950 BULL MOUNTAIN AREA-4 PART FOR ANY OTHER USE OR P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 PROJECT WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2019 ADDRESS 16515 SW BULL MOUNTAIN RD.,TIGARD, OR. 97224 DRW VF DATE 11/8/18 SIDING OVER BARRIER WRAP �� 7" STRIP BARRIER _/\/_- ' WRAP, OVER CONCRETE 3 n I Ai! ICE &WATER W1 - S 2.2 7 STRIP 26 GA. ROLLC7LANDING/ FLASHING, LAP OVER 1 SIDEWALK _ \, in .................... \v 26 GA. ROLL FLASHING M I Z� O -1 z ,\�'� ♦♦ < SLOPE 1:50 MAX. ' 1 ,))))11))) > 3 _♦`�_♦�♦_♦ �• e , Q 4. , na - J 1111'\ ��) 1111111 1\111\MCC 1SSl MC M Q JO 0 C \ CONCRETE LANDING/ �' CSI , io_ WALK 26 GA. ROLL FLASHING is P.T. OFFSET RIM O OVER ICE &WATER 15/32" P.T. PLYWOOD, II PRIME & PAINT (SAND _. - I 1 I 1 - +/- 3/4" COMPACTED �< )) - � /� FINISH)W/8d HDG AT I I 1 1 1 1 ! 1 GRAVEL / 6" &8" O.C. 11 1OSIDEWALL FOOTING AT LANDING (AS REQUIRED) O SIDING AT SLAB (AS REQUIRED) 3/4" = 1'-0" 3 1 1/2" = 1'-0" 110°- 2r_8" r_ 2 6" 7/ ... TACK WELD .�, \ / / BACK SIDE 3/16" DIN HOLE W/ P.T. 2x JAMBS AT o �i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i� (4)#8 SCREWS SIDES AND BOT. OO������������� ���0 ��i�i�i�i�i �i�i�i�i�i�i�i�i�44"�i�i�i�i OO��i�000.$.*.*i�0000i �i�00i " rr ������������������������������������� PL. 1/8 x 1 x REQ'D MIN. 30 W x 20" H ♦ ;*;:: *;*; ��� : FINISHED OPENING . iiiiiiiiii .sS . W/ACCESS COVER • *°!���•�'•� 36"x 30"x REQ'D 1/2"x 12GA. EXPANDED METAL GALV. AREA WELL / ' W/ 1/4" GALV. SCREEN �E� PROF ACCESS COVER �, �NGIN„,Fss, 343 Ct i► OREGON.,,, O2 CRAWL SPACE ACCESS 'FvlTNS, 3/4" = 1'-0" i EXPIRES 12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS THIS ,`—— S"EET FOUNDATION DETAILS JOB# Lb 268-269 DOCUMENT AND THE IDEAS AND ( JERN DESIGNS INCORPORATED HEREIN PROJ. SHEET# ARE THE PROPERTY OF MODERN ._:BUILDING SYSTEMS 24' x 50' MODULAR FOUNDATION BUILDING SYSTEMS INC.AND ARE MODERN BUILDING SYSTEMS,INC. NOT TO BE USED IN WHOLE OR IN TELEPHONE:(503)749-4949 FAX:(503)749-4950 BULL MOUNTAIN AREA-4 PART FOR ANY OTHER USE OR P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 PROJECT WITHOUT WRITTEN CHECK OUT OUR WEB RAGE.www.modernbuildingsystems.cor AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2010 ADDRESS 16515 SW BULL MOUNTAIN RD., TIGARD, OR. 97224 DRWVF DATE 11/8/18 i