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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/12/2022G.L. (E) WATER METER 5ET IRON ROD �. CONG. — WALKWAY ME IPM91 WALKWAY 5 T E E B 3 m � m W GONG. SIDEWALK -� SET IRON ROD � rt I I ---PROPOSED PORCH i ill w N o� TAX _OT W-0-0-1 J MAP/TAX LOT I1-03-35-24-12000 .01 - --� _ -- w --T PROPOSED � �� BATHROOM ADD�TkON � W l 5'-0.. F'RO OSED SHOWER SETBACK DEM LITION r _ J CONG, WALKWAY W/GATE T/ I 389 SF FOOTP'.. F�ROF`C7SEp ADI: I 663 SF FOOTPRINT 1 UNDER SEPARATE APPLICATION OVER -FRAMED ROOF CRICKET GRAVEL DRIVE U—] m Lu/GONG. APRON - '— _ = SET IRON ROD j SET IRON �°- - PROP. LINE 5000' WEST (E) POWER POLE S I 51TE -j SGAL.E 1=I�' N NORTH RROJECT DESCRIPTION SITE PLAN A-2 PROPOSED EXISTING RESIDENCE REMODEL WITH CONC. STEM WALL/SPREAD FTG. FOUNDATION. STICK FRAME CONSTRUCTION WITH A-3 DUCTLESS HEAT PUMP HEAT. 14-4 ROOF FRAMING PLAN. PROJECT OWNER: Michael Zimmerman MAP AND TAX LOT (TRS): 11-03-03-35-12000 A-6 639'C' Street ACCOUNT: 0312544 STRUCTURAL Springfield, Oregon, 91411 ZONING: M -Medium Density Residential 503-699-4000 OVERLAY ZONES WASHBURN HISTORIC DISTRICT. PROJECT ADDRESS: 639 'C' Street Springfield, Oregon 91411 PLANNING ACTIONS: BUILDING: N/A Lane County EROSION: N/A PROJECT ARCHITECT: Todd Miller, AIA TODD MILLER ARCHITECTURE ELEVATON: +-450 FT 31140 Owl Rd. Eugene, Oregon LOT AREA: 5,949.5 sf 541-131-1009 AREA CALCULATIONS: PROPOSED PRIMARY RESIDENCE FOOTPRINT: 1,361 SF PROJECT ENGINEER: Exceptional Engineering EXIST. GARAGE FOOTPRINT: 389 SF Karen M. Stoner PROPOSED WEST PORCH ADDITION 210 5F 1130 Labounty Drive Ste 9-63 PROPOSED ADU FOOTPRINT: 663 SF Ferndale, WA. 98248 TOTAL FOOTPRINT AREA: 2023 SF (425) 444-4901 TOTAL LOT COVERAGE: 44.M. CSITERIA GENERAL NOTES: - CODES: 2021 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) ENERGY CODE COMPLIANCE 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) (CHAPTER 11 ENERGY EFFICIENCY) 2021 OREGON PLUMBING SPECIALTY CODE (OPSC) 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) PRESCRIPTIVE COMPLIANCE PATH I FOR RESIDENTIAL BUILDINGS 20M OREGON 5TRUCTURAL SPECIALTY CODE (086C) 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) TABLE N11OU(I) MIN R VALUES 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE (05I5C) WALL INSULATION R-21 DESIGN: ROOF SNOW LOAD: 25 psf VAULTED CEILINGS (LESS THAN 5051. TOTAL HEATED SPACE R-30 WIND SPEED: ea mph exp. C. VAULTED CEILINGS (GREATER THAN 509. TOTAL HEATED SPACE) R-38 SOIL BEARING: 1500 psi FLAT CEILINGS R-49 MIN. (TABLE NII01J(2) SIESMIC CATEGORY: D UNDERFLOORS R-30 FROST LINE: 12" BELOW GRADE WOOD, CONCRETE, OR MASONRY WALLS: R-15 SLAB FLOOR EDGE INSULATION R-15 ADDITIONAL MEASURES: ENVELOPE ENHANCEMENT MEASURE: CONSERVATION MEASURE.: MATERIAL NOTES: CONCRETE DRALUING NOTES: FOOTINGS AND TRENCHES fc=3000psi, 3/4" AGGREGATE, 411m SLUMP, SLAB: fc=4000psi. 2,500 psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQ'D. FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. 1/2" AGGREGATE, 4 * SLUMP. REINFORCING STEEL DO NOT SCALE DRAWINGS. WHERE A DRAWING OR NOTATION DISCREPANCY OCCURS CONTACT REINFORCING SHALL BE GRADE 60 DEFORMED BARS IN ACCORDANCE WITH ARCHITECT FOR VERIFICATION BEFORE COMMENCEMENT OF WORK ASTM A615, LAP SPLICES PER ACI 318-95 WINDOW AND DOOR OPENINGS ARE BASED UPON STANDARD VINYL WINDOW MANUFACTURER DIMENSIONS. VERIFY WITH ACTUAL WINDOW MANUFACTURER FOR ROUGH OPENING REQUIREMENTS. I MACHINE BOLTS, STUDS THREADED RODS: ASTM A36, UNLESS NOTED OTHERWISE FLOOR PLAN DIMENSIONS ARE TAKEN FROM FRAMING MEMBERS. ANY FINISHES ARE TO BE TAKEN INTO ANCHOR BOLTS ACCOUNT WHILE SETTING PLATES. 5/8" DIAMETER, ASTM A301 UNLESS NOTED OTHERWISE ENGINEERED LUMBER MANUFACTURED BY iLEVEL OR EQUAL '.. LUMBER ALL LUMBER TO BE DOUGLAS FIR ALL LUMBER SHALL BE BOTH THE FOLLOWING GRADES UNLESS NOTED OTHERWISE CONVENTIONALLY FRAMED SYSTEMS STUDS AND PLATES: 02 OR BETTER JOISTS AND RAFTERS: 2X TO 4X SHALL BE 02 8 BETTER 5EAM5: 4X OR SMALLER SHALL BE 01 AND BETTER 6X OR LARGER SHALL BE "i POSTS AND TIMBERS: 4X4 AND LARGER SHALL BE '2 d BETTER UNLESS NOTED OTHERWISE. BLOCKING AND FURRING: 02 OR BETTER ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR STRUCTURAL PLYWOOD. SHALL BE APA SPAN RATED SHEATHING, 32/10" FOR WALLS AND 40/20 FOR ROOFS WITH EXTERIOR GLUE AND IDENTIFIED WITH APA GRADE STAMP. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT BORED OR NOTCHED EXCEPT SPECIFIED BY FIG R502B(2008 ORSC) OR. SPECIFICALLY NOTED OR DETAILED FOR SUCH ALTERATIONS CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED VENEER LUMBER, GLUE LAMINATED MEMBERS OR I -JOISTS. ATE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER SOLID BLOCKING (2X MIN.), SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, UN - 0 -THE MINIMUM NAILING TO CONNECT WOOD MEMBERS SHALL BE SPECIFIED IN TABLE R6023OX2008 ORSC) HOLES FOR BOLTS SHALL BE BORED:1/32" TO 1/16" LARGER THAN NORMAL BOLT DIAMETER. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND/OR NUT. ALL BOLTS SHALL BE.RETIGHTENED PRIOR TO APPLICATION OF PLYWOOD OR FINISH MATERIAL. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY THE 5MP5ON STRONG -TIE CO. OR EQUAL. POSTS AND COLUMNS SHALL BE OF EQUAL OR. GREATER WIDTH THAN THE MEMBER BEING CARRIED UNLESS NOTED OTHERWISE. IN WALL COLUMNS MAY BE BUILT UP FROM 2X LUMBER EQUAL TO THE DEPTH OF THE WALL. BUILT UP COLUMNS SHALL HAVE A LUMBER FASTENED WITH TWO ROWS OF 16d NAILS AT 12" O.C. AT EAC H LAYER COLUMNS AND POSTS SHALL BE BLOCKED SOLID BETWEEN PLATES AT FLOORS AND HEADERS TO FORM A CONTINUOUS LOAD PATH FROM THE CARRIED MEMBER TO THE FOUNDATION.. �1� as -000 I���ruPa- lfiStwc izev'ew Pj t°�'i uIGIN(7� 1"174 f=> NTS DR,4WINGz INDEX: A-1 SITE PLAN A-2 FLOOR PLANS A-3 FRAMING/FOUNDATION PLANS 14-4 ROOF FRAMING PLAN. A-5 ELEVATIONS A-6 SECTIONS/DETAILS S -i STRUCTURAL V DRAWN: TAI"( DATE: 01-I1-22 PROJ. NO: 2212 RE V ISON: SHEET TITLE: SITE PLANS SHEET NUMBER: A- .-24'_0" TO BE L AL -L- imi (E) 99"X99" CONC. PIER BLOCKS -TTP. OF (4) �\I I 1 24'S44NI2" W/(3) •4 EA. WAY (TYP. OF 2) 6x6 POST W/A5E88 BASE W/ 5/8 " DIA. WEDGE ALL ANCHOR W2 3/4 " MIN. EMBED. (TYP. OF 2) j (E) ??"X39" GONG. PIER_^ m I BLOCK TO BE REMOVED- _ i CRAWLSPACE THROUGH I s B, VENT CTYP. OF 2) my xx A-5 5"� 5'• - - -- - -- I (E) FOUNDATION TO c BE REMouED �„ FOUNDATION TO BE VERIFIED I/ \I FOUNDATION ON 70 BE VERIFIED I i it DOWEL STEM WALL INTO (E) FOUNDATION W/(X) •4 -MIN. 3" FROM FROM T- ( )" IMBED. W TIH EPDXY N. SET -131.) j FO1.G4NU,4T f C:)N SICALM (E) SHOWER FOUNDATION TO BE REMOVED NORTH (E) CONIC. STEPS BE REMOVED 6X6 P05T5-TYP. OF (5) o) a ©LllwWE Z RAILING TO BE REMOVED TO RECEIVE STAIR \ ALIGN W/ (E) POST DN. 3R ALIGN W/ NORTH OF (E) WALL DN. 3R w Il .-24'_0" 4'_0" CL. GL. EO. EO. I I ROOF ABOvE ROOF ABOVE _ °ni PORCH 3R ENTRY i I I LIVINCs ROOM (E) WALL AND DOOR TO BE REMOVED PELLET STOVE AND VENTING TO BE REMOVED 42" HIGH COUNTER. T -IN CABINET FENCE AND GATE to BE REMOVED. \ --1--I w CLOSET CLOSET n (E)CEILING ► IL_ SUPPORT ABOVE ATTIC ACCESS _ J HATCH ABOVE 4'-6" BEDROOM II II HALL HATCHED WALLS INDICA E NEW II PROPOSED WALLS-TYP. II SHOWER AND ASSOCIATED i, PLUMBING TO BE REMOVED. ® 1�__________FI O ROOF ABOVE N _1J I BATNRM. � u \ u II STOVE SHOWER I I J I I KITC—HEN iD)u. _J I SINK I RE IG. 1111111 1111 o w m UTILITY 101'_4" h TID. FIN. W xx X FL. x I L II I ALIGN HATCHED WALLS INDICATE NEW (E) BATHROOM WALLS, L GL.AIT R� ABOV-E PROPOSED WALLS-TYP. ROOF, FOUNDATION AND PLUMBING TO BE REMOVED SHOWER EXTERIOR WALLS, ROOF, FOUNDATION AND ASSOCIATED PLUMING To BE REMOVED. f fizlS T J- O O iz ELAN NORTH (r- RIJGL m OR , .y/ 5052 O.F (30 PORCI-4 (E) UTILITY 1 DN. 2R SINK \ T -IN CABINET FENCE AND GATE to BE REMOVED. \ --1--I w CLOSET CLOSET n (E)CEILING ► IL_ SUPPORT ABOVE ATTIC ACCESS _ J HATCH ABOVE 4'-6" BEDROOM II II HALL HATCHED WALLS INDICA E NEW II PROPOSED WALLS-TYP. II SHOWER AND ASSOCIATED i, PLUMBING TO BE REMOVED. ® 1�__________FI O ROOF ABOVE N _1J I BATNRM. � u \ u II STOVE SHOWER I I J I I KITC—HEN iD)u. _J I SINK I RE IG. 1111111 1111 o w m UTILITY 101'_4" h TID. FIN. W xx X FL. x I L II I ALIGN HATCHED WALLS INDICATE NEW (E) BATHROOM WALLS, L GL.AIT R� ABOV-E PROPOSED WALLS-TYP. ROOF, FOUNDATION AND PLUMBING TO BE REMOVED SHOWER EXTERIOR WALLS, ROOF, FOUNDATION AND ASSOCIATED PLUMING To BE REMOVED. f fizlS T J- O O iz ELAN NORTH (r- RIJGL m OR , .y/ 5052 O.F (30 REVISION: SHEET TITLE: FLOOR / FOUNDATION FL ANS SHEET NUMBER: Ar2 O W C14 Q ^ Q� n DRAWN: TAM DATE: 01-11-22 PROJ. NO: 2212 REVISION: SHEET TITLE: FLOOR / FOUNDATION FL ANS SHEET NUMBER: Ar2 109'-11" BEARING 1Z 2 Com' AWNING ROOF AND CORBELS BEYOND CEJ CEDAR SHINGLE SIDING-TYP (E) WALL TO BE REMOVED BEYOND i T0=6UBFLOOR _ _j REPLACE (E? DELTA RIB METAL ROOFING AND REPLACE WITH COMPOSITE SHINGLE ROOFING -REPAIR ALL DAMAGED SHEATHING -TYP. I CONTINUOUS RIDGE VENT-TYP w 0'-&. I, SETBACKALLOWED SETBACK I�� INTRUSION CONTINUOUS RIDGE 1 (E) PORCH ROOF EDGE OF RAKE- 09'-11" BEARING - - 01'-4" _ T.O. 5FLOOR ENTRY STAIR, ANDS GUARDRAIL MATCH EXISTING WOOD GUARDRAIL-TYP- n L.J.—REMOVE PELLET STOVE VENT III PIPE AND ASSOCIATED FLASHING III oil RIDGE VENT-TYP C.L. n� �-REMOVE PELLET STOVE VENT T 0 IIII PIPE AND ASSOCIATED FLASHING ALLOWED SETBACK 2'-0" SETBACK 1 INTRUSION III I If TIMI (E) GABLE ROOF, RAKE FASCIA REPLACE (E) BATHROOM WITH AND END WALL BEYOND, NEW. Id BATH THIS AREA- MATCH (E) ACCESS DOOR EXIST RAKE FASCIA AND CEDAR. r'-- SHINGLE SIDING. 12 12 ENTRY ROOF AWNING, GUTTER AND y _ PORCH ROOF BEYOND DOWNSPOUT -FOR EXTENTS SEE PLANS 12 - REMOVE (E) SHOUTER STALL ROOF, PORCH 12 WALLS, AND FOUNDATION THIS AREA -- - Y D ( I2 �� i-85 -" '-8B REPLACE GATE AND FENCE } ,_4 -L _ BEYOND WITH NEW CEDAR FENCE AND GATE 2 ._ / _ 12 I _ PORCH ENT STAIR, AND GUARDRAIL BEYOND ii1 u I I rI i ui� IIII II II I I it II Try I! II / IIII -P2. MIN. OPE7 \ ( ) GATE AND FENCE TO BE REPLACED (E TI -11 SIDING (E) TI -II SIDING n REMOVE PELLET STOVE VENT ANG IIILJ PIPE AND ASSOCIATED FLASHI III II�I11 _=F_=1 ENT STAIR, AND GUARDRAIL REPLACE (E DELTA RIB METAL ROOFING AND REPLACE WITH COMPOSITE SHINGLE ROOFING -REPAIR ALL DAMAGED SHEATHING - -TYP. REPLACE (E) BATHROOM WITH NEW I/2 BATH THIS AREA- MATCH CEDAR SHINGLE SIDING. \ EXTEND (E) ROOF TO SOUTH CONTINUOUS RIDGE VENT-TYP 11212hMIIMO No,.: loll -1--F I■ tl■1 1 1— !E) CONC. SPREAD FOOTING. / (E) CEDAR SHINGLE SIDING -REPAIR ` _ _ _ _ ni I T__--�— ___JI (E) GONG SPREAD FOOTING. (�5OldT+-4 E=-1_E=-\/AT1ON SCALE 1/4".1'-0" (E) CEDAR SHINGLE SIDIN WHERE NEEDED-TYP. 12 2 AWNING ROOF AND REPLACE (E) GATE AND FENCE CORBELS BEYOND BEYOND WITH NEW CEDAR FENCE AND GATE 12- I (E) TI -11 SIDING CL. 1n �t-• REMOVE PELLET STOVE VENT PIPE AND ASSOCIATED FLASHING III i" TALI 7I C.L. REMOVE (E) AIR CONDITIONER AND WOOD PANEL. REPLACE WITH NEW OPERABLE LOWER SASH 2 / I � I (EJ PORCH ROOF PORCH ADDITION ROOF GONG. SPREAD FOOTING. REPAIR (E) NOFRT+-4 SCALE 1/4".1'-®" II111U11m, 11 )R41L—\— . .-4 Ni EW STAIR AND GUARDRAIL THIS AREA 1OVE (E)GUARDRAIL TO RECEIVE I STAIR AND GUARDRAIL Hu Uu H" �x U� m� 'd sod O � M M {>-14 V1 d'V � +� tea' 1gDDD"`:i 1 `��y P a GONG. AF'REAP FOOTING. REMOVE (E) SHOWER STALL ROOF, —' WALLS, AND FOUNDATION THIS AREA. MATCH (E) CEDAR 5HINGLE SIDING. EHLEEVAT f ON w 0'-&. I, SETBACKALLOWED SETBACK I�� INTRUSION CONTINUOUS RIDGE 1 (E) PORCH ROOF EDGE OF RAKE- 09'-11" BEARING - - 01'-4" _ T.O. 5FLOOR ENTRY STAIR, ANDS GUARDRAIL MATCH EXISTING WOOD GUARDRAIL-TYP- n L.J.—REMOVE PELLET STOVE VENT III PIPE AND ASSOCIATED FLASHING III oil RIDGE VENT-TYP C.L. n� �-REMOVE PELLET STOVE VENT T 0 IIII PIPE AND ASSOCIATED FLASHING ALLOWED SETBACK 2'-0" SETBACK 1 INTRUSION III I If TIMI (E) GABLE ROOF, RAKE FASCIA REPLACE (E) BATHROOM WITH AND END WALL BEYOND, NEW. Id BATH THIS AREA- MATCH (E) ACCESS DOOR EXIST RAKE FASCIA AND CEDAR. r'-- SHINGLE SIDING. 12 12 ENTRY ROOF AWNING, GUTTER AND y _ PORCH ROOF BEYOND DOWNSPOUT -FOR EXTENTS SEE PLANS 12 - REMOVE (E) SHOUTER STALL ROOF, PORCH 12 WALLS, AND FOUNDATION THIS AREA -- - Y D ( I2 �� i-85 -" '-8B REPLACE GATE AND FENCE } ,_4 -L _ BEYOND WITH NEW CEDAR FENCE AND GATE 2 ._ / _ 12 I _ PORCH ENT STAIR, AND GUARDRAIL BEYOND ii1 u I I rI i ui� IIII II II I I it II Try I! II / IIII -P2. MIN. OPE7 \ ( ) GATE AND FENCE TO BE REPLACED (E TI -11 SIDING (E) TI -II SIDING n REMOVE PELLET STOVE VENT ANG IIILJ PIPE AND ASSOCIATED FLASHI III II�I11 _=F_=1 ENT STAIR, AND GUARDRAIL REPLACE (E DELTA RIB METAL ROOFING AND REPLACE WITH COMPOSITE SHINGLE ROOFING -REPAIR ALL DAMAGED SHEATHING - -TYP. REPLACE (E) BATHROOM WITH NEW I/2 BATH THIS AREA- MATCH CEDAR SHINGLE SIDING. \ EXTEND (E) ROOF TO SOUTH CONTINUOUS RIDGE VENT-TYP 11212hMIIMO No,.: loll -1--F I■ tl■1 1 1— !E) CONC. SPREAD FOOTING. / (E) CEDAR SHINGLE SIDING -REPAIR ` _ _ _ _ ni I T__--�— ___JI (E) GONG SPREAD FOOTING. (�5OldT+-4 E=-1_E=-\/AT1ON SCALE 1/4".1'-0" (E) CEDAR SHINGLE SIDIN WHERE NEEDED-TYP. 12 2 AWNING ROOF AND REPLACE (E) GATE AND FENCE CORBELS BEYOND BEYOND WITH NEW CEDAR FENCE AND GATE 12- I (E) TI -11 SIDING CL. 1n �t-• REMOVE PELLET STOVE VENT PIPE AND ASSOCIATED FLASHING III i" TALI 7I C.L. REMOVE (E) AIR CONDITIONER AND WOOD PANEL. REPLACE WITH NEW OPERABLE LOWER SASH 2 / I � I (EJ PORCH ROOF PORCH ADDITION ROOF GONG. SPREAD FOOTING. REPAIR (E) NOFRT+-4 SCALE 1/4".1'-®" II111U11m, 11 )R41L—\— . .-4 Ni EW STAIR AND GUARDRAIL THIS AREA 1OVE (E)GUARDRAIL TO RECEIVE I STAIR AND GUARDRAIL Hu Uu H" �x U� m� 'd sod O � M M {>-14 V1 d'V � +� tea' 1gDDD"`:i 1 `��y P a RE V ISON: SHEET TITLE: ELE VATI ON5 SHEET NUMBER: A111111111114 O ti --I O U � � Q DRAWN: TAM DATE: 01-I1-22 PROJ. NO: 2212 RE V ISON: SHEET TITLE: ELE VATI ON5 SHEET NUMBER: A111111111114 109' - BEA ROUT HT SHINGLE BATHROC BEYOND _ • .O-. T.O. �t. PELLET STOVE VENT PIPE AND s� ASSOCIATED FLASHING w z 1 J } GABLE ROOF, RAKE FASCIA AND � END WALL BEYOND b ACCESS DOOR p 12 12 0.K 12 SHOWER STALL BEYOND —12 , a-85 a_2 12 a-4 12 -. a 2 GATE AND FENCE __. Lill �ryI __—__ BEYOND .ISI LJ l ��_._ • --2— I � ♦-I 11 li I - - - — - — — 2% MIN. SL PE 1 11 2% MIN. SLOPE TI It SIDING CONC. SPREAD FOOTNG. ROUfsHT SAUN CEDAR TI -11 SIDING BEYOND SHINGLE SIDING-TYP. CUN.OJ X1ST11�1C� E,4ST ELEE\/�4T1C1N ��C� XIST1NSC)U7- �/-4 ���u,4TfOi�l \,4-5/SGALH i�F-XISTINC= UJEST F=LF=\ZAT101 1 1,571 �-4 ELE\/;,4 OD TODD A. MnUM o IEUOIEU, OR 14 30,52 to ®sv 44 Fs -I n N •'� Qi C) N N CZ l --I U bb Qi DRAWN: TAM DATE: 01-11-22 PROJ. NO: 2212 RE V ISON: SHEET TITLE: ELEVATIONS SHEET NUMBER: s� 0 w U 1a N b 30� M G h OD TODD A. MnUM o IEUOIEU, OR 14 30,52 to ®sv 44 Fs -I n N •'� Qi C) N N CZ l --I U bb Qi DRAWN: TAM DATE: 01-11-22 PROJ. NO: 2212 RE V ISON: SHEET TITLE: ELEVATIONS SHEET NUMBER: