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HomeMy WebLinkAboutPermit Building 2020-02-20u 225 FIFTH STREET SPRINGFIELD, OR 97477 PH: (541)726-3753 FAX: (541) 726-3689 S!P'RINGFIELD� MILOREGO Public Works and Develo ment Supplemental Submittal Form Date: -Z/? ()17-0 To Staff Member: kJJ 140M EVA \-MAY CAC E From: 04'A iwompsorb Contact Phone Number: 54( m 9-!5zi a- c -)-7,Z2- Permit Number/Journal Number: 1 `"� ` ✓ `� OWL 3 5 20 Project Address: 21 V E4Z Description of Submittal Material: P-E(Sl aN S a) A D O L 0y1J 12�CiC A60 az F�y'A-T)c>rr-�> a:;smq Instructions for City Staff: Accepted By: DECK LEDGER: 2X8 HF #2 PT 42'-0" W/ 3- 5/8" LEDGERLOK. 14'-0" SCREWS ® 16" Q.C. F_2.0 _ _ DTT2Z W/ 1/2-51A. GR*DE 36 r , 11J.�3xb�CtL+ 0 THREADED ROD W/ NUTS AND WASHERS LO J I I I I I I 1 1 1 1 c DECK JOISTS TO FLOOR JOISTS 26' O " I " ,a' -0".i I 12x8 IPT Jbi4784­4 ;X6 4EDAq TI r - - - - - - - - - - -10 1/ "I4 2 2.51j Z2.5 I I 6}x12" TRIP }00TIN3 W/ I I I I 0"I I I I , 2X6 ,PONY WWWALL I x12" STRIP 0071 W I r 2X PONY WALL I I -- - ----L--I-A -_-L --I - =4__F__F_i_=F y I F- _101 I rJ-°I I I I I I I I I I I 1 II I HI I I P, m /4" .3" UNE SET c4'_2 CONDUIT L__-----_--_ '� -'' -2X PT FURRING I _ _ _ _ _ _ _ _ __ _ _ _ _ 2" ELECTRICAL FQR_§91NG NAILING a I , r ,— RETAINING WALL CONDUIT ------ —RETAINING I I I I SEE DETAIL 4 /-� I I I I "D4" IN CALCS f 1 o 7 L1 r �------� l I I I I I I I I I I I I I I I I 21 L _ - _ J L - - - - _ STRIP FOOTING AS 11F AILEL BY GEOLOGIST - - - CONT. W/ 2-#4 REBAR I \_ ------------------------CONDUITS u 15'-11 1/2" CONC. PORCH I E I I e c 0 o i ! 21 71 I 1 F-2.0 CONT. FTG, W/ 2-t11 REBAR F-2.0/ I 20'-0" -0 CO!!- -------- ----� i1.- 1 ----------------------------------- ------ 4 1/2" ; Ff/2_______________s i/- s -F412" 1F-2.0 F-2.01 1 2'-10 1/2" 2'-10 1/2" 22'-6" 77'-0" WIDE CONCRETE DRIVEWAY _ PVC SLEEVE 1 FROM FRONT —� GARAGE 8" ______________________ __BELOW SLAB Federal )ghlMoaaSheet OscB yeadeUIProperty Copyright EENBRIER #14 FO UNDATION PLAN "OUR REPUTATION IS BUILDING"Euge ORE. 688-9431. IBUY6RSMARRANTY ©2009 B - GR NOTES: VENTED FOUNDATION OFOUNDATION VENTILATION: AREA DIVIDED BY 150: j== 7.01 SO. FT. OF VENT REQUIRED. 150 • • PROVIDE 11 GALV. SCREENED SHT. •••••• MTL VENTS OF 18"x 6" O .70 S0. FT. EACH = 7.70 SO. FT. OF VENTAILATION O7 POSITIVE CRAWL SPACE DRAINAGE - 3" P.V.C. DRAIN TO STREET GUTTER OR APPROVED LOCATION. DO NOT TIE TO D.S. UNE. Oi BEAM POCKETS: PLASTIC INSERTS FOR 11-7/8" 210 I -JOISTS. 8" MIN. STEM WALL WHERE POCKETS OCCUR. ►iioi 7/8" THICK 2-4-1 T&G DECKING GLUED & NAILED OVER 11-7/8" TJI 210 FLOOR JOISTS O 24" O.C. R-30 F.G INS. BETWEEN JOISTS. Os 6 MIL. BLACK VISOUEEN VAPOR BARRIER O4 GARAGE SLAB 4" DP. S.T.F. CONC. ON 4" GRANULAR FILL W/ 10 GA. 6x6 W.W.N. SLOPE TOWARDS DOOR O 1/4" PER FT. O OPT. 3'-6" SO. x 4" OP. CONC. PAD FOR OPT. HEAT PUMP W/ 3" SLEEVE THROUGH FOUNDATION O TOP OF STEM WALL TO CRAWL SPACE --PAD NOT TO BE CLOSER THAN 5' OF PROPERTY UNE DO NOT TIE TO FOUNDATION, io AT ALL SLABS: #3 REBAR DOWELS 30" LONG - 18" INTO SLAB AND 12" INTO FOUNDATION WALL. BEND DOWELS TO CENTER OF SLAB. O GAS METER LOCATION. MUST BE 3'-0" MIN. FROM ELECTRIC METER. O ELECTRIC METER LOCATION. MUST BE 3"-0" MIN. FROM GAS METER. O1/2"x10" ANCHOR BOLTS O 4'-0" O.C. & WITHIN 1'-0" OF CORNERS & END OF SILL PLATES UNLESS OTHERWISE NOTED. O 6" MOE CONC. STEM WALL ON 12" WIDE x 6" OP. CONC. FOOTING 12" BELOW FIN. GRADE W/ SINGLE STORY. O 8" WIDE CONC. STEM WALL ON 15" WIDE x 8" DP. CONC. FOOTING 12" BELOW FIN. GRADE W/ 2 STORY. n PORCH: 4" CONIC, SLAB ON 4' MIN. GRANULAR FILL. O WALK: 4" CONC. SLAB ON 4" MIN GRANULAR FILL +�+ '"WATER LINE TO HOUSE W/ TEE AND VALVE. 1t HTT4 HOLDOWN W/ SST816 ANCHOR BOLT AND (2) 1/2" ANCHOR BOLTS AT EACH END. F-2.0 2'-0" X 2'-0" BY 8" THICK (MIN.) W/ #4 AT 8" O.C. EAH WAY. 3" CLR FROM BOTTOM F-2.5 2'-6" X 2'-6" BY 8" THICK (MIN.) W/ g4 AT 8" O.C. EAH WAY. 3" CLR FROM BOTTOM POST SCHEDULE PO (2) 2X TRIMMERS P1 4X4 HF #2 P.T. 2-16-20 Job ♦16-9 Ooh Sheet 4_„_, u 2 1'-0” RIGHT • • ea• • • • • • •••••• • • ease ••66 • • • • • s• 00 0000 • • • • •••• 0000 ccBty27 Federal Intellectual Model Sbeef Ox BreTelodlenlNG"0271��RoreRSMARRAN7Y (r)200 Copyright GREENBRIER #14 ELEVATIONS Eugene, ORE. 686-9481 INDEPENDENT AR NOME (; 2009 8.8. IAC. 2-16-20 Job #16-9 Dote Drown Sheet 4—t1-1IOHN 68 <o � 11/4' = V-0" ' RIGHT . . . . . ...... ...... .... ...... . . . .... .. .. ...... e � \ i m R-38 INSUL 11101 MESA! nrne wwaN wlr,R Nr +M -r ,�, R-38 INSUL HOME Federal Noae sh-1 oxBreede1mteuRSRPetyCYrin"OUR REPUTATION IS BUILDING" �aaYZxARANnOrB.B. GREENBRIER #14 ELEVATION/SECTION 2-16-20 Jeb #16-9 Dol. Sheet a-11-1 "a1 r1 W%O co a oa = 1'-0" RIGHT •0 0 0• 0000 • • 0000• • • • • • 0000•• •• •• 0 • 0000•• • •• • 0000•• • • • 0000•• •• • 0 • •0•••• • • • 0606 • • 00 00 0060 • • 0 00 0 0• • 0 0••04• • • • 0000 00 00 0000 • • • • •00• 0004