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Home My WebLink AboutPlan, Tentative APPLICANT 3/22/2019R I V E R M N 85d27'37" E 393.23') S 87d28'50" E (495.53') ` ! 1 1 1� I 1� I LO 3 la ! cn 1 I ! 1 0 S 89d40'54" E (476.28') i 1 1 1 I ! I I I I List of Drawings I 1 ! a1 SITE PLAN p a2 FOUNDATION / FRAMING PLAN existing I a3 FLOOR PLAN !b electrical ! of a4 ROOF FRAMING PLAN �. a5 SECTIONS A,B,C & D 3 a6 SECITONS E & F r(t 1 a7 EXTERIOR ELEVATIONS I 0 I I 1 I Plot Plan --1- 1 1" = 100'-0" ! L e g a I D e s c r i p t i o n ° I ° O 1 MAP NO 17 03 24 00 I I TAX LOT NO 00101 septic PERCENTAGE OF THE LOT COVERED BY EXIST AND PROPOSED STRUCTURES = LESS I THAN 10 % IN UBG (EXISTING 1 I BUILDINGS AND DECKS IS EXIST �► j APPROXIMATELY 8,950 SQUARE ELECT FEET, SITE IS APPROXIMATELY SERV & 112,220 SQ FEET.) METER APPROXIMATE LINE OF FLOOD WAY APPROXIMATE LINE OF FLOOD PLAIN EXISTING BARN SEE SITE PLAN FOR i m 0 vl W LO 0 z I DETAILED INFROMATION APPROXIMATE LINE UBG I site is populated with a mix of deciduous and conifer trees to remain 250'± 65'± 110' ± 1 BASE FLOOD ELEVATION 444' -" — ---— — — — —" @ 455.00' SET FINISH FLOOR approximate @ 456.50' 445'— existing site _ 445' -" — .._._.,,_ contours -- 446' — exist — existing fence well - excavated 446 447' — material 447' 36" wide hard surface 2'x2'x3' deep �� 448' path from test hole for 448 ---- -- _ -- _ �-- parking storm water _ 449' 1 -fir fence 449'L - ? T 450' 0 corner elevations +1 0 I i� 0 N i� 12'-0" HAYDEN BRIDGE RD S 1 t e P l a n 1" = 40'-0" G e n e r a l N o t e s PROPOSING AN ACCESSORY DWELLING UNIT FOR 2660 HAYDEN BRIDGE RD, SPRINGFIELD, OREGON. CONNECT THE ACCESSORY DWELLING UNIT TO THE EXISTING SEPTIC AND DRAINFIELD SYSTEM PER LANE COUNTY APPROVAL, IVR 509 025 922 937. APPLICATION TO MEET CITY OF SPRINGFIELD, FLOODPLAIN OVERLAY DISTRICT DEVELOPMENT REQUIREMENTS. PROVIDE UNDERGROUND ELECTRICAL SERVICE AND METER PER SUB SPECIFICATIONS. 2x6 PONY WALL Y2"dia x 10" A.B. 72" o.c. U.N.O. CONTINUOUS #4 TT. V HORIZ. TOP BAR ' #4 VERT BAR @ w/ 4" HOOK 6 MIL POLY MOIL BARRIER EXIST PROPOSED 450' p ADU existing EXTEND EXISTING (WELL) 1" WATER LINE TO ADU. _ electrical y BACK FILL w/ POSITIVE service and 1 meter Existing Exit ' pool j 1 Garage House � r(t 451' -- Floor ® �.30' , I SET TBM_ —� gar e O g g \ 9� avel drive � W MARK/GAR. WA L entry HOUSSEPTI E EXI °° ° I ° O made court I exis MIN 1454.80' Nom! septic o q gravel drive 10' front yard setback GAS _ _ _ _ 451. 6' 1 F 0 SET H&T ---- ® 452.14 5,-0" 38'-0" 871--6)/2" - +1 0 I i� 0 N i� 12'-0" HAYDEN BRIDGE RD S 1 t e P l a n 1" = 40'-0" G e n e r a l N o t e s PROPOSING AN ACCESSORY DWELLING UNIT FOR 2660 HAYDEN BRIDGE RD, SPRINGFIELD, OREGON. CONNECT THE ACCESSORY DWELLING UNIT TO THE EXISTING SEPTIC AND DRAINFIELD SYSTEM PER LANE COUNTY APPROVAL, IVR 509 025 922 937. APPLICATION TO MEET CITY OF SPRINGFIELD, FLOODPLAIN OVERLAY DISTRICT DEVELOPMENT REQUIREMENTS. PROVIDE UNDERGROUND ELECTRICAL SERVICE AND METER PER SUB SPECIFICATIONS. 2x6 PONY WALL Y2"dia x 10" A.B. 72" o.c. U.N.O. CONTINUOUS #4 TT. V HORIZ. TOP BAR ' #4 VERT BAR @ w/ 4" HOOK 6 MIL POLY MOIL BARRIER EXIST PROPOSED i; o WELL ADU 10 EXTEND EXISTING (WELL) 1" WATER LINE TO ADU. PROVIDE GAS SERVICE FROM NW NATURAL FROM y BACK FILL w/ POSITIVE v) �x ) N 88d30' w SLOPE AWAY FROM 6" r(t p - (59'92) FOUNDATION IN LIEW EXIS 0 W OF PERIMETER DRAIN 12" HOUSSEPTI E EXI °° ° I ° O ;,� o (SLOPE A MIN. OF 6" MIN EXISTING DRA1N�iPD a ° o q WITHIN THE FIRST 10 FEET) Oco GAS _ _ h �oy�hall : ° Z` 1 F 0 U N D A LINE S 89d4054" E 50. 11t CENTERLINE of HAYDEN BRIDGE ROAD' —�icyy t�H� Ltwt 450.9r of proposed 451 a5o.ss' building site Y4" Proposed proposed placement for Accessory Dwelling 'x8' \ADU> Unit- site adjust water line' 452' 50 amp 45240 452.04 +1 7 elect temp. new 1500 gal septic 0 panel I tank to tie into exist 1 1 drain field d - replacement 0 drainfield _75' J existing drain field 75• _ existing fence existing asphalt set y2" IR apron "BE" at O 52.41' 107'-0"± co JOHN TUTTLE DESIGN JOHN TUTTLE 329 5th STREET SPRINGFIELD, OR 9 7 4 7 7 (541) 726 . 5121 johntuttledesign@gmail.com SHT i; o EXTEND EXISTING (WELL) 1" WATER LINE TO ADU. PROVIDE GAS SERVICE FROM NW NATURAL FROM y HAYDEN BRIDGE PER SPECIFICATION. v) ALL MECHANICAL EQUIPMENT TO BE ABOVE "BFE" OR r(t PROTECTED FROM WATER DAMAGE. - OUTDOOR STORAGE AND GARBAGE AREAS TO BE SCREENED FROM ADJACENT PROPERTIES. tfJ OUTSIDE OF PROPOSED BUILDING LOCATION, THE SITE w (� �M FOR THE ADU IS PREDOMINATELY LANDSCAPED WITH CONIFERS AND DECIDUOUS SPECIES OF CANADIAN Oco BOREAL FOREST AND A HEDGE OF DENSE HOLLY ALONG THE SOUTH PROPERTY LINE— TO REMAIN. SHT 16" (2) —#4 BAR CONTINUOUS EXCAVATE TO REFER TO FOUNDATION PLAN SHT a2 UNDISTURBED SOIL T I O N STRIP FOOTING 3/4" = 1'-0" 3/4" = 1'-0" March 20, 2019 n4v i; y �F 16" (2) —#4 BAR CONTINUOUS EXCAVATE TO REFER TO FOUNDATION PLAN SHT a2 UNDISTURBED SOIL T I O N STRIP FOOTING 3/4" = 1'-0" 3/4" = 1'-0" March 20, 2019 n4v SHEAR WALL NOTES SEE LATERAL NAILING SCHEDULE ® Y2" dia. x 10" ANCHOR BOLT @ 48" o.c. ® Y2" dia. x 10" ANCHOR BOLT CSD 24" o.c. Q HTT4 HOLD DOWN w/ SSTB16 ANCHOR BOLT REFER TO PIONEER ENGINEERING FOR LATERAL AND STRUCTURAL CALCULATIONS I 0 i� M 4'-0" 1 4'-0„ typ 6x6 support post I --- — ------ I down I refer to R303.7 for steps in Exterior Stairway to illumination parking path 0 co.vere en try I min 36" wide hard surface path to L --- -- -- parking optional future ramp down lkle ec 28'-0„ 14'-0" min. 36" railing with cable rail system -., deck— spaced wood SAME LATERAL — decking NAILING at LOWER PONY WALL BELOW 60" overhang r 3'05'0— i—I -----10'070 Sl�ding door J+pr 3'05'0 / 3'0—transom—w/ 3 0—transom w/ 3'0—transom 0 c wood burning _4., fireplace in. 0 3 P i o 'O entry w entry opt io al transo _ 2'4 or closet 2'4 min 4Y2"— (3) 2x6 cont studs living 12'6x15'6 floor tile through out per owner spec 15'-7" 4'0 opening 2'8 hall 3'-3" 1 3'-3Y2" ' 3'-0" 6'04'0 SL — egress 1 cab 2'8 bath open min 4Y2"— (3) 2x6 cont studs dw— kitchen 0 04 I— I i 2'8 M 0 0 L 41 0 iv L-- -- 3'05'0 w 2'0 transom beroom 1 D I 11'2x11'0 ck j 0 in I er I i 3'03'0 3'03'0 3'04'0 SL 1D ----- - ----- ---- - - - - - ---------------- 36" ------------- 36" overhang SEE DETAIL 1, D1 IN ENG. CALCS LATERAL Energy Efficiency. NAILING SCHEDULE I aL 2'-10" NAILING STUDS AT ABUTTING EDGE NOTE WALL SHEATHING NAILS EDGE FIELD PANEL EDGES BLOCKING 0 15/32" PLYWOOD 6"o.c. 6"o,c, 2x 2x _ NONE 2x (FLAT) 1 R-49 flat 2 OR 7/6" OSB Floor R-30 4"o.c. 8d 3"o.c. 2"o.c. staggered 6"o.c. (2)2x 12d (2)2x (2)2x (2)2x 2x (FLAT) 2x (FLAT) 2x (FLAT) 4x 3 4 5 152" PLYWOOD Unless selected measures from 6 OR 346" OSB BOTH SIDES OF WALL 4"o.c. 3"o. c. 2"o.c. staggered 4x 4x 4x 4x 4x 14x 7 8 SYMBOL 792 sq ft GENERAL NOTES: Additional Measures; /—NOTE NOTE - STUDS 0 24" O.C. (TYP, U.N.O.) w/ SHEATHING INSTALLED WITH LONG system to be located in attic area SPAN PERPENDICULAR TO STUDS. above hall, heat RX El • 8d NAILS: 0.131"x 2Y2" (ALT. GALVANIZED 0.113"x 2Y2") Hot water to be SUB • 1%" (MIN) PENETRATION on main floor. • 3" x 3" x .229" WASHERS NOTE • Y2" ANCHOR BOLTS w/ 7" MIN. EMBEDMENT, 72" o.c. MIN. (TYP, U.N.O.) (2) 2x @ PANEL EDGES NAILED TOGETHER w/ (2) 16d ® 6" o.c. 'O entry w entry opt io al transo _ 2'4 or closet 2'4 min 4Y2"— (3) 2x6 cont studs living 12'6x15'6 floor tile through out per owner spec 15'-7" 4'0 opening 2'8 hall 3'-3" 1 3'-3Y2" ' 3'-0" 6'04'0 SL — egress 1 cab 2'8 bath open min 4Y2"— (3) 2x6 cont studs dw— kitchen 0 04 I— I i 2'8 M 0 0 L 41 0 iv L-- -- 3'05'0 w 2'0 transom beroom 1 D I 11'2x11'0 ck j 0 in I er I i 3'03'0 3'03'0 3'04'0 SL 1D ----- - ----- ---- - - - - - ---------------- 36" ------------- 36" overhang SEE DETAIL 1, D1 IN ENG. CALCS 0 0 N 0 I 0 JOHN TUTTLE DESIGN JOHN TUTTLE 329 5th STREET SPRINGFIELD, OR 9 7 4 7 7 (541) 726 . 5121 johntuttledesign@gmail.com Is - (f) I Energy Efficiency. X I F X d 5'-0" I aL 2'-10" O Refer to Table N1101.1(1), 2017 ORSC for minimum 1 I I / I I m 0 0 N 0 I 0 JOHN TUTTLE DESIGN JOHN TUTTLE 329 5th STREET SPRINGFIELD, OR 9 7 4 7 7 (541) 726 . 5121 johntuttledesign@gmail.com Is - March 20, 2019 Energy Efficiency. 5'-0" 4'-6" 2'-10" O Refer to Table N1101.1(1), 2017 ORSC for minimum c building envelope requirements. m Wall R-21 10'-0" 10'-0" 14'-0" flat ceiling R-38 vaulted and R-49 flat D Floor R-30 O 34'-0" C c � 0 03 a4 v Unless selected measures from Table N1101.1(2) I O O r I- I a n PF require greater insulation coo N CL CO Select from 2017 ORSC, Table N1101.1(2) 792 sq ft 1/431 = 1'-0" Additional Measures; Select measure 02 and DA Ductless mechanical system to be located in attic area above hall, heat pump to be elevated outside to BFE. Hot water to be gas on demand or elect tank located on main floor. March 20, 2019 .Q O c � m O 3 m m D 7 O A O C c � 0 03 a4 v _"L U Q cu 7 coo N CL CO March 20, 2019 fin floor Xt56.50' UP LIUn W PL cvr UUi bracing at deck beam line — not required per engineering N o r t h E l e v a t i o n 3/16" = 1'-0" pre—finished metal gutters to remove surface water to city approved dry well) 12 2 — windows (U-0.28 average UA) w/ cladding to match primary residence siding to abut window prop flange w/ no wood resit trim— to match wall similarly w/ primary 201' egress residence R70 0 E a s t E l e v a t i o n 3/16" = 1'-0" West El e v a t i o n 3/16" = 1'-0" ___ -C1 --4.*. — -4.-- A*- - JOHN TUTfLE DESIGN JOHN TUTTLE 329 5th STREET SPRINGFIELD, OR 9 7 4 7 7 (541) 726 . 5121 johntuttledesign@gmail.com i floor #eRec8ived 456.50' ise flood MAR 22 O', evation 455.00' Original Submiff l S o u t h E l e v a t i o n 3/16" = 1'-0" March 20, 2019 O n cc ED c U (D M :v_ m c O 3 m 70ac)O A OCYj C 'Q Cd O VZ Q Co coo N U) March 20, 2019