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Plan, Tentative APPLICANT 4/24/2023
LOCATION MAP ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 GENERAL NOTES SITE PLAN & PROJECT AREA CONTACT INFO DANIEL HOY ALAMILUA, UA S ARI -13795 TgTF OF QR!�:Go PLANS & SPECIFICATIONS ARE PREPARED AS 1. ALL WORK SHALL BE PERFORMED TO THE FOLLOWING CODES: THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F (O MRM wAM RUN ar NrA (O f> PCE OWNERS: Z V! Q Thompson a _ Z s%in sa 5 W 0.2021 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) Q' FlRF MWD (E) IDEW sa'___-- DANIEL &ANDREA HOY FAMILY TRUST O aat Ga, Beyerfin DNner Se"tees Q N Nervi Solution s y ra, MC/) W^ - b. 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) / /// jp i uw 314 PACIFIC AVENUE ALAMEDA, CA 94501 V g z a _ 2 g _ c. 2022 OREGON MECHANICAL SPECIALTY CODE (GMSC) F E)DRnnAr U a Project Number 2022-0134773 I Drawn By AH erten Commercial Draperies Issues ❑ Revisions Number Date I Description (510) 520-6528 EM °re EI°,vest d. 2021 OREGON PLUMBING SPECIALTY CODE (OPSC) nN� DANIELHOYARCH@GMAIL.COM TITLE PAGE, > Es, A1.0 E� Ee°hsPanyRentalsQ Es '� Ea, e. 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) f. 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC) ARCHITECT: costomemmnini ast as, NThe Ii,1;1 g. 2022 OREGON COMMERCIAL REACH CODE! (qINID DANIEL HOY, AIA SITE Book Minis[fles© � Co., 314 PACIFIC AVENUE CIA '',II,�,'�,, cut 2. CONTRACTOR SHALL ADHERE TO ALL CODES, RULES & REGULATIONS GOVERNING , ALAMEDA, CA 94501 °� Riverbena N v_ NamaMemczQ,'i�� CONSTRUCTION, BUILDING ACCESS & THE USE OF FACILITIES AS SET BY FEDERAL, i (510) 520-6528 Elementary Schni g szos Bst Rai 1"T STATE &LOCAL BUILDING CODES. 1 fENfE DANIELHOYARCH@GMAIL.COM SpringBeld,OR97470 n ( .1 Ds N Ase 1;(lE2an 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF (q WAC STRUCTURAL ENGINEER: g A,,SUMMIT y An °aben ANY DISCREPANCIES OR CONFLICTS IN THE DESIGN DWGS. Dow ENGINEERING, LLC Sq°areDeal9 LOnlhes ©Narcnwe community Company Credn.an nian �Craigsrme ou, raver° 1 CERT N0. 9345 �® 4. ASSUMPTIONS HAVE BEEN MADE REGARDING THE E STRUCTURE & CONDITIONS OF ( ) PO BOX 50322 :1 States "i`a Main S: ® Malnst 00c°eau © 2 village square Center - McDonald's WALLS, FLOORS, CEILING & BUILDING COMPONENTS. CONTRACTOR SHALL VERIFY (E) C.D. ------. EUGENE, OR 97405 Neverland NUreerysehool u a n Village Square QrgUorsore CONDITIONS AS BUILDING STRUCTURE IS UNCOVERED. CONTRACTOR SHALL NOTIFY (503) 734 6633 For, 9 a All OWNER IMMEDIATELY OF CONDITIONS DIFFERENT FROM DWGS. ARCHITECT DOES NOT JULIE@SUMMITENGINEERINGLLC.COM _ a N - 0 " ChaletVluage© Santiago Estates© ASSUME RESPONSIBILITY FOR (E) STRUCTURE OR ITS LOCATION & CONDITION. (E) 5205 B STREET (E) 0l (� &DC. XF: Bluebell. win, N 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS &WORKMANSHIP -----------`' SITE DATA &CALCULATION S (U.N.O.) IN ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL CODES ii 6. THE CONTRACTOR SHALL VERIFY ALL DIMS & (E) CONDITIONS IN THE FIELD & NOTIFY ARCHITECT, IN WRITING, OF ANY DISCREPANCIES PRIOR TO START OF WORK. PROJECT DESCRIPTION AND USE: ABBREVIATIONS _____________ 7. LARGE SCALE DWGS TAKE PRESEDENCE OVER SMALL SCALE DWGS. ---- 1. ADDITION OF NEW ACCESSORY DWELLING UNIT AT REAR OF PROPERTY CONTAINING EXISTING SINGLE FAMILY RESIDENCE. AC AIR CONDITIONING FIN FINISH PROP PROPERTY Ac ASPHALT CONCRETE PAVING FLUOR FLUORESCENT PSI POUNDS PER g. ALL DIMS SHOWN ARE TO FACE OF FINISHED WALLS U.N.O. 2. NEW SLAB & RAISED FLOOR FOUNDATION. A OUS AD ACOUSTICAL AREA DRAIN FLR FLSH FLOOR FLUSH HANDLE PT SQUAR INCH POINT PRESSURE TREATED 3. NEW BEARING WALLS, NON-BEARING WALLS, PLUMBING AND ELECTRICAL ADJ AFF ADJUSTABLE ABOVE FINISH FLOOR FOC FOF FACE OF CONCRETE FACE OF FINISH PTD/R PAPE TOWEL DISPENSER & RECEPTACLE 9. SEE STRUCTURAL DWGS FOR FOUNDATION, SLAB & ALL OTHER STRUCTURAL (O mics FIXTURES. AIA AMERICAN INSTITUTE FOD FACE OF STUDS PVC POLYVINYL CHLORIDEINFORMATION &DETAILS. 4. NEW WINDOWS & DOORS. OF ARCHITECTS AV/ALUM ALUMINUM F.O.S. FR FACE OF STRUCTURE FIRE RESISTANT PWR POWER 5. NEW SINGLE CAR GARAGE AND LAUNDRY ROOM. AOW AP AREA OF WORK ACCESS PANEL FS FT FULL SIZE FOOT OR FEET QT QTY QUARRY TILE QUANTITY 10. NOTIFY THE OWNER & ARCHITECT IF MODIFICATIONS TO STRUCTURAL COMPONENTS ARE U(E) 6. NEW KITCHEN AND BATH, FIXTURES AND CABINETRY. APA ENGINEERED WOOD ASSOCIATION FTG FURR FOOTING FURRING REQUIRED TO COMPLETE THE WORK &ARE NOT DESCRIBED IN THE CONTRACT -----------------------------�, 7. NEW DRIVEWAY APL APPLIES FLIT FUTURERL1 RELOCATE DOCUMENTS. APPROX ARCH APPROXIMATES ARCHITECTURAL R REPLACE RISER/RADIUS 8 PARCEL NUMBER: 1702333103500 ASPH ASPHALT G GLOSS (PAINT) R.A. RETU N AIR 11. THESE DWGS SHALL NOT BE SCALED. t LOT SIZE: 0.45 ACRES ASTM AMERICAN SOCIETY OF TESTING & MATERIALS GA GAL GAUGE GALLON RB RCP RESILIENT BASE REFLECTED CEILING PLAN ZONING: LOW DENSITY RESIDENTIAL AWN AWNING GGACLV GENERRAIZED LL CONTRACTOR REF ROOF REFRIGERATOR 12. PROVIDE NATURAL LIGHT (87 MIN. OF ROOM AREA) &NATURAL VENTILATION (5� MIN ; ; OCCUPANCY: R -3/U BC BOTTOM OF CURB GD GI GRADE GALVANIZED IRON REFR REINF REFRIGERA OR REINFORCED OF ROOM AREA) OR MECHANICAL VENTILATION PER CODE. CONSTRUCTION TYPE: TYPE VB, NON -RATED, NON-SPRINKLERED BD BOARD GL GLASS REQD REQUIRED PROPOSED ADU: 800 SF BLDG BITUMINOUS GSA GENERNADL SERV. AGENCY REVL REVISION 13. PROVIDE ESCAPE/EGRESS WINDOWS IN BEDROOMS. MIN. NET CLEAR OPENING: H=24" PROPOSED ATTACHED GARAGE: 406 SF BLKG BLOCKING GWB GYPSUM WALL BOARD RM ROOM REPLACEMENT DETACHED GARAGE: 400 SF (SEPARATE FUTURE PERMIT) BM BEAM GYP GYPSUM RO ROUGH OPENING OR W=20" & AREA=5.7 SQ.FT. MAX 44" AFF TO CLR OPNG. OR PROVIDE DOORWAY r t BOT BOTTOM ROW RIGHT OF WAY r t BS BOTTOM OF SLOPE RT RESILIENT TILE DIRECTLY TO EXTERIOR. ; BUB BUBBLER HB HC HOSE BIBB HANDICAP RWL RAIN WATER LEADER _______________ -___________________________ H c HOT & COLD SUPPLY 14. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN & CONSTRUCTION OF ANY TEMPORARY CAB CABINET H HEAD S SOUTH OR SLOPE CAL CALIPER HDWR HARDWARE sc SOLID CORE SHORING &/OR BRACING FOR ANY CONSTRUCTION. CAR COLD AIR RETURN HM HOLLOW METAL SCD STAT COVER DISPENSER PROJECT CB CATCH BASIN HORIZ HORIZONTAL SCHD SCHEDULE AREA CEM CER CEMENT CERAMIC HP HR HIGH POINT HOUR SCM SCWD SOLID CORE METAL SOLID CORE WOOD 15. REVIEW ALL EXISTING INTERIOR AND EXTERIOR CONDITIONS INCLUDING EXTERIOR SIDING, CF CUBIC FEET HT HEIGHT SO STORM DRAIN TRIM, FASCIAS, STRUCTURAL ELEMENTS, PLUMBING, ELECTRICAL, ETC. IT IS THE CH CI CEILING HEIGHT CAST IRON HTR HVAC HEATER HEATING VENTILATION AND SEC SED SECTION SEE ELECTRICAL DRAWINGS CONTRACTOR'S RESPONSIBILITY TO FIELD INSPECT ALL SURFACES AND CONSTRUCTION CJ CL CONSTRUCTION JOINT CENTER UNE AIR COIJDRIONING SEP SF SEPARATION SQUARE FEET COMPONENTS PRIOR TO SUBMITTING BIDDING DOCUMENTATION. IF CONDITIONS ARE CLF CEILINGLINK FENCE ID INSIDE DIAMETER SGS SEMII-TGLOSSUgPAINT]s FOUND WHERE REPLACEMENT OF COMPONENTS OR FINISHES ARE REQUIRED THAT ARE SHEET INDEX CLKG CAULKING IE INVERT ELEVATION SHT SHEET NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS THEN A LINE ITEM IN THE BIDDING CLOS CLR CLOSET CLEAR IN INSUL INCHES INSULATION SH SIM SINGLE HUNG SIMILAR DOCUMENTS MUST BE PROVIDED INDICATING THE EXTENT OF WORK, COST OF THE (E) awns REID CMU CONCRETE MASONRY UNIT INT INTERIOR SL SLIDINGWINDOW OR DOOR) MATERIALS, FABRICATION, INSTALLATION, ETC. & TIME REQUIRED TO EXECUTE THE LINE A1.0 TITLE PAGE, SITE PLAN & PROJECT INFO CNLK CNTR CHAIN LINK COUNTER SLD SMD SEE LAN SCAPE DRAWINGS SEE MECHANICAL DRAWINGS ITEM(S). ����-• A1.1 EXISTING & PROPOSED SITE PLANS CO CLEANOUT J "IT SMPP SUMP PUMP A2.0 FLOOR PLAN, SCHEDULES, &DETAILS COL COLUMN JT S) JOINTS SND SANITARY NAPKIN DISPENSER A2.1 FLOOR FRAMING & FOUNDATION PLAN CGNC CONCRETE N SPEC SPECIFICATIONITARY KIN RECEPTACLE 16. IT IS THE OWNER'S & GENERAL CONTRACTOR'S RESPONSIBILITY TO DISTRIBUTE THE A2.2 ROOF PLAN & DETAILS COND CONDITION KD KILN DRIED SPKR SPEAKER ASSOCIATED SPECIFICATION BOOK FOR THIS PROJECT TO ALL SUBCONTRACTORS FOR A3.0 EXTERIOR ELEVATIONS CONN CONST CONNECTION CONSTRUCTION SQ SS SQUARE STAINLESS STEEL REVIEW PRIOR TO BIDDING & CONSTRUCTION. THE SPECIFICATIONS ARE INTERGRAL TO A4.0 SECTIONS &INTERIOR ELEVATIONS E CONT CORR CONTINUOUS CORRIDOR LA LAM LANDSCAPE ARCHITECT LAMINATE SSK STL SERVICE SINK STEEL THE PROJECT AND ARE A LEGAL & BINDING DOCUMENT PERTAINING TO THE PROJECT. A4.1 FINISH PLAN, SCHEDULE NOTES CR COLD ROLLED LAV LAVATORY SSD SEE STRUCTURAL DRAWINGS A5.0 ELECTRICAL PLAN, SCHEDULE & NOTES CRM CSMT CLASSROOM CASEMENT (WINDOW) LC LF LANDSCAPE CONTRACTOR LINEAL FEET STD STN STANDARD STAIN 17. SMOKE & CARBON MONOXIDE DETECTORS SHALL BE FIELD VERIFIED OR INSTALLED IN a(4 Rff A6.0 PLUMBING PLAN, SCHEDULE & NOTES CT CERAMIC TILE LKR LOCKER STOR STORAGE f°"E A7.0 ENERGY COMPLIANCE CTR CENTER LOV LOUVER STRL STRUCTURAL CTSK COUNTERSUNK LT LIGHT SUSP SUSPENDED CY CUBIC YARD LS LP LINOLEUM SHEET LOW POINT� SYM SYMMETRICAL DEMO NOTES _ _ - - - 18&00- ( Dj DEMO LTNG LIGHTING T TREAD NORTH UU DOUBLE T GL TEMPERED GLASS DED DEDICATED T&B TOP AND BOTTOM SITE PLAN AND PROJECT AREA DEPT DEPARTMENT MANUF. MANUFACTURER T&G TONGUE AND GROOVE DET DETAIL MAT MATERIAL TB TOWEL BAR 1 16•=1'-0' / O DF DRINKING FOUNTAIN MAX MAXIMUM TBD TO BE DETERMINED DH DOUBLE HUNG MECH MECHANICAL TD TRENCH DRAIN 1. DEMOLITION IS NOT LIMITED TO WHAT IS SHOWN. DWGS INDICATE GENERAL DIA DIM DIAMETER DIMENSION MEM MET MEMBRANE METAL TELE TEMP TELEPHONE TEMPORARY INTENT OF DEMOLITION AREAS ONLY. PLAN INDICATES THE GENERAL SCOPE DISP DISPOSAL MFR MANUFACTURER THK THICK OF DEMOLITION TO COMPLETE THE PROJECT AS SHOWN ON THE DN DOWN MH MANHOLE T.O. TOP OF DO DOOR OPENING MI MINUTE TOC TOP OF CONCRETE CONSTRUCTION PLAN. DR DOOR MIN MINIMUM TOP TOP OF PLATE DS DOWN SPOUT MISC MISCELLANEOUS TOS TOP OF STEEL DW DWG DISHWASHER DRAWING MO MS MASONRY OPENING MOTION SENSOR FIXTURE TP TJ TTTT TOP OF PAVEMENT TOILET PAPER DISPENSER 2. CONTRACTOR TO VERIFY LOCATION OF E ( ) UTILITIES &SAFEGUARD PRIOR DWS DOMESTIC WATER SUPPLY MT MOUNT R TOP OF RAIL TO STARTING DEMO. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, MTD MOUNTED TELEVISION MTL METAL Tow TOP OF WALL CAP, RECONNECT, RELOCATE OR REMOVE ANY &/OR ALL UTILITIES BEFORE, E) EAST EXISTING MUL Mw MULLION MICROWAVE TYP TME TYPICAL r0 MATCH EXISTING DURING & AFTER DEMO & (N) CONSTRUCTION. EACH TWH TANKLESS WATER HEATER FJ EXPANSION JOINT EL ELEVATION(.N) NEW UBC UNIFORM BUILDING CODE 3. THE CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER THE REMOVAL ELEC ELECTRICAL nn NORTH UC UNDER COUNTER ELEV ELEVATION NA NOT APPLICABLE UG UNDERGROUND OF DEBRIS. EMER EMERGENCY NIC NOT IN CONTRACT UMC UNIFORM MECHANICAL CODE ENCL ENCLOSURE NL NARROW LTTE UNF UNFINISHED ENT ENTRANCE NO NUMBER UNO UNLESS NOTED OTHERWISE EQ EQUAL NOM NOMINAL UOS UNDERSIDE OF STRUCTURE EQPT EQUIPMENT NTS NOT TO SCALE UPC UNIFORM PLUMBING CODE EWEF EACH WAY EACH FACE UR URINAL EXTG EXISTING USB USB PORT EXP EXPANSION OA OVERALL UWP UPPER WORKING POINT EXPO EXPOSED OC ON CENTER EXT EXTERIOR OD OUTSIDE DIAMETER V VINYL OPNG OPENING VCT VINYL COMPOSITION TILE OPP OPPOSITE VERT VERTICAL F FIXED (WINDOW) OS OCCUPANCY SENSOR VEST VESTIBULE FA FIRE ALARM VIF VERIFY IN FIELD FAU FORCED AIR UNIT P PAINT vi VERIFY WITH OWNER FB FLAT BAR P&S POLE & SHELF W WEST FBO FURNISHED BY OWNER PART PARTITION W[ WITH FD FLOOR DRAIN PC PRECAST CONCRETE WATER CLOSET FDN FOUNDATION PERF PERFORATED WD WOOD FEC FIRE EXT. CABINET PL PLATE WH WATER HEATER FE FIRE EXTINGUISHER PEAS PLASTER WHIT WALL HEATER FF FINISHED FLOOR P LAM PLASTIC LAMINATEW WATER METER FFL FINISHED FLR LEVEL PLYWD PLYWOOD W 0 WITHOUT FG FIBER GLASS PNT PAINTED WATERPROOF FH FIRE HYDRANT. FLAT HEAD POC POINT OF CONNECTION WSP WET STAND PIPE FHC FIRE HOSE CABINET POT PATH OF TRAVEL wT WEIGHT PR PAIR Will WELDED WIRE FABRIC DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMILUA, UA S ARI -13795 TgTF OF QR!�:Go PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F Z V! W 0 Z W J 00-00 W O D MC/) W^ Q LU I [-L V I0Iw (A z U) LLIV U a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date I Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 TITLE PAGE, SITE PLAN & PROJECT INFO A1.0 STAKE, 4' OC MIN PROJECT AREA WATER 8"0 FIBER ROLL TO BE FILTERED EXCAVATED MATERIAL SLOPE '-III NLL SECTION II o FIBER ROLL DETAIL PROVIDE STORM WATER DRAINAGE MANAGEMENT PROTECTIONS DURING CONSTRUCTION TO PREVENT EROSION & RETAIN SOIL RUNOFF ON THE SITE. MIN.: FIBER ROLL 8"0 TO It, PLACED 2-4" WITHIN GRADE. PROVIDE STAKING ON DRY SIDE OF ROLL AS NEEDED, SPACED 4' MIN. CONTRACTOR IS RESPONSIBLE FOR DESIGN, INSTALLATION & MAINTENANCE OF THE STORM WATER MANAGEMENT PROTECTION. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE, MIN 2% SLOPE TO APPD SITE DRAINAGE LOCATION. SURFACE WATER SHALL DIVERT AWAY FROM STRUCTURE & SHALL NOT ENTER BLDG. SERVICES LEGEND: - - G- - - - -.-G--- 2" GAS LINE TRENCH MIN. 18" DEPTH. --S - - - - - - S-- 4" WASTE LINE (S) CONNECT TO (E) PVC - - E - - - - - - E - - ELECTRIC, UNDERGROUND SERVICE. TRENCH MIN. 18" DEPTH. SCHED 40 CONDUIT 2"0 - - T - - - - - - T--- TELECOM, UNDERGROUND TRENCH MIN. 18" DEPTH SCHED 40 CONDUIT 1"0 W/CAT 6 CONTINUOUS CABLE DW- - - -DW- - - DOMESTIC WATER SUPPLY, J" SURFACE DRAINAGE DIRECTION WALL LEGEND: L___________7(E) WALL TO BE REMOVED 0 (E) WALL TO REMAIN (N) WALL, 2X4 (OR MATCH (E)) FRAMING @ 16" OC, GYP. BD. 2X6 FRAMING @ PLUMBING WALLS. GYP BD FASTENED 6" OC AT EDGES & 12" OC FIELD. ® (N) 1 HR WALL. FLR/CLG ASSEMBLY SHALL MAINTAIN 1HR FIRE RATED ASSEMBLY FOR UNIT SEPARATION. GA FILE # FC 5406 OR APPD EQ. ® (N) PARTIAL HEIGHT WALL, 2X4 (OR MATCH (E)) FRAMING @ 16" OC, GYP BD FASTENED 6" OC AT EDGES & 12" OC FIELD, OR DECK RAILING. 2 PROPOSED SITE PLAN NORTH 1 EXISTING SITE PLAN DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P : 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F WO Z W mi 00-00 W (~j) O m C) LU OCG N [-L O Lr) O N z N W � V � V U a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 EXISTING & PROPOSED SITE PLANS A1.1 WINDOW SCHEDULEOWNER TO PROVIDE R 58'-6" SYMBOL STAT TYPE MATERIAL RO W RO HT CUR W CLR HT HT. FROM NOTE EXT INT FIN. F R. 10'-0" 5'-1" 10'-0" ANDERSEN 100 SERIES. WHT WHT 0 (N) DUAOLXGL. FG/FG 6'-0" 5'-0" 5'-11.5" 4'-11.5" 1'-9" SATIN L.LOW-E. SASH LOCKS: 2 NICKEL. INSECT SCREENS ON SH ANDERSEN 100 SERIES. WHT/WHT 5 O" ❑ o O GLIDERS ONLY. (N) SG FG/FG 3'-0" 3'-0" 2'-11.5" 2'-11.5" 3'-9" 100SHS3030 LOW -E. SASH LOCK © 0 ® AC UNIT TWH 3 SHANDERSEN 100 SERIES. WHT/WHT (N) SG FG/FG 3'-0" 3'-0" 2'-11.5" 2'-11.5" 3'-9" 100SHS3030 LOW -E. SASH LOCK OSH ANDERSEN 100 SERIES. WHT/WHT--� DW 4 (N) DG FG/FG 3'-0" 3'-0" 2'-11.5" 2'-11.5" 3'-9" 100SHS3030 LOW -E. SASH LOCKSL ANDERSEN 50 (N) DG FG/FG 3'-0" 1'-6" 2'-11.5" 1'-5.5" 5'-3" 100GX030160LOWEEIEAUTO OCS. GIL KWHT BATH QIQ SKYLTI 30' LAUNDRY SH ANDERSEN 100 SERIES. WHT/WHT o o' I I O (N) DG FG/FG 3'-6" 4'-0" 3'-5.5" 3'-11.5" 2'-9" 100SHS3640 LOW -E. SASH LOCK 1 m QIQ � 1 O - REF SH FG/FG 3'-6" 5'-0" 3'-5.5" 4'-11.5" 2'-8" ANDERSEN 100 SERIES. WHT/WHT BDRM 2 100SHS3650 LOW -E. SASH LOCK. 0 FAU -i---- KITCHEN r 0 (N) DG o i O EGRESS EGRESS WINDOW O 3-6 ® SH ANDERSEN 100 SERIES. WHT/WHT A4.0 g0 (N) DG FG/WD 3'-6" 5'-0" 3'-5.5" 4'-11.5" 2'-8' 100SHS3650 LOW -E. SASH LOCK. ' " EGRESS EGRESS WINDOW L O i --12 ALS 5'-0" 3'-0"'-0"� 4'-3" N 0 9 SH FG FG ANDERSEN 100 SERIES. WHT/WHT o _ _ _ _ (N) DG / 3'-6" 4'-0" 3'-5.5" 3'-11.5" 2'-9" 100SHS3640 LOW -E. SASH LOCK ^ N CLOS 2 LACCESS M VELUX FIXED DECK MTD. FS A4.0 ACCESS 10 (N) SKYLT MTL 1'-10" 3'-3" 1'-9" 3'-2" - C04 21" X 37.5"+ FLASH KIT: EDL -004 WINDOW NOTES: M 1. VIF ALL RO MEASUREMENT REQS. W/WINDOW MANUF. PRIOR TO CONSTRUCTION. 2. ALL WINDOWS TO BE OWNER PROVIDED ANDERSEN 100 SERIES, LOW E, DUAL GLAZE W/INSECT SCREENS. U.N.O. ® 1 o I DINING RM LIVING RM 3. SEE FINISH NOTES FOR ADDITIONAL INFO. 1 � 4. NEW WINDOWS TO BE NFRC RATED. SEE ENERGY REPORT FOR U FACTOR AND SHGC REQUIREMENTS. BDRM 1 ® io 5. ALL TRIMS TO BE APPD BY OWNER. I 1, 3'-0" 6'-0" DOOR SCHEDULE OWNER TO PROVIDE i O SYMBOL DOOR TYPE MATERIAL EXT. INT. WIDTH HT. THICK HDWR NOTE �o THERMA TRU 54813. SMOOTH, PAINTED 11'-0" � SO WD. N G O1 EXT. DOOR FG 3'-0" 6'-8" 1 3/4" LOCKSET SW7617 "MEDITERRANEAN" RH INSWING RH INSWING. RAINIER HANDLESET- SN FIN. OINT. HC DOOR WD 2'-6" 6'-8" 1 3/8" PASSAGE MASONITE "LINCOLN PARK" SEMI -HC. RNUNc UP PRE -HUNG SINGLE PANEL, LH OUTSWING, PRIMED. 10'-8" HDWR: KWIKSEL "DORIAN" SATIN NICKEL. INT. 0 MINUTE DOOR 20 MINW/ D 3'-D" 6'-8" 1 3 4' PRIVACY RH INSWING 38'-4" FIRE RATED OINT. HC DOOR WD 2'-B" 6'-8" 1 3/8" PRIVACY MASONITE "LINCOLN PARK" SEMI -HC. PRE -HUNG SINGLE PANEL, LH INSWING, PRIMED. HDWR: KWIKSET "DORIAN" SATIN NICKEL. SIDING O/SHEATHING. SHEARWALL SHTG & OINT. HC DOOR WD 2'-8" 6'-8" 1 3/8" PRIVACY MASONITE "LINCOLN PARK" SEMI -HC." GYP BD NAILING PER PLAN & PRE -HUNG SINGLE PANEL, LH INSWING, PRIMED. SHEARWALL SCHED. 8" V RUSTIC GROOVE SIDING 2X WD FRAMING @ 16" OC, HDWR: KWIKSET "DORIAN" SATIN NICKEL. INSUL PER ENERGY REPORT VAPOR BARRIER MOISTURE RESISTANT OINT. HC DOORS WD 5'-0" 6'-8" 1 3/4" PULLS MASONITE "LINCOLN PARK" COMPOS. 1X BASE TRIM BARRIER SLABS (2) & 30"x80" SINGLE PANEL, PRIMED. HDWR: SILL NAILNG PER 2X BLKG BI -PASS PR TRACK 60" TRACK PULLS SATIN NICKEL. SHEARWALL SCHED. FIN FLR1.41 INT. SC O PRE -HUNG OR WD 2'-8" 6'-8" 1 3/8" PRIVACY MASONITE "LINCOLN PARK" SEMI -HC. PLYWD SHEARWALL PLYWD SUBFLR PER PLAN NOTES SINGLE PANEL, LH INSWING, PRIMED. SHEATHING & NAILING PER HDWR: KWIKSET "DORIAN" SATIN NICKEL. PLAN & SHEARWALL SCHED. p OINT. HC DOORS PULLS MASONITE "LINCOLN PARK" COMPOS. SIMPSON A35 PER DRIP FLASHING SLABS (2) WD 5'-0" 6'-8" 1 3/4° & 30"x80" SINGLE PANEL, PRIMED. HDWR: SHEARWALL SCHED. Z #4 CONT BI -PASS PR TRACK 60" TRACK PULLS SATIN NICKEL.I 2X PT PLATE 6" CONIC STEM WALL I 1 EXT. FG DOORS THERMA TRU S130. SMOOTH, PAINTED O FULL GLASS FG 6'-0" 6'-8" 1 3/4" LOCKSET SW7005 "PURE WHITE" OUTSWING. FRY REGLETT#4 VERT 048"OC 2X FLR JST W/2" MIN BEARING FRENCH PAIR RH ACTIVE. JAMESTOWN HANDLESET- SN FIN WEEP SCREED •11 W/6- STD HOOK - az all A.B. & 2X6 PT PLATE PER FIN GRADE--i'I EXT. FG DOOR 11 SHEARWALL SCHED. 10 PRE -HUNG FG 3'-0" 6'-8" 1 3/4" LOCKSET LH INSWING FIN GRADE ° II 1 D I I AMARR "LINCOLN" LONG PANEL W/ A.B. POSITIONED TO MAINTAIN 2" 1 z 11 ROLL UP GARAGE STL 9'-0" 7'-0" 1 3/8" REMOTE "THAMES" OBSCURE GLASS. LIFTMASTERCLR SIDES FOR CONIC COVER CRAWL SPACE 8365W OPENER C:) w ELMDOR CLG. ACCESS PANEL 4" PERF DRAIN, I °r (N) ATTIC ACCESS DAYLIGHT TO YARD I '. 12 22" MIN 30" MIN - - - WEATHER TIGHT SEAL. WHITE. I ° o PANEL #DW22X30PC-SDL OR EQ. a. 1 #4 HORIZ @i6"OC 6P'a GRADE VARIES Z DOOR NOTES: -° #4 VERT @48 -OC 1. VERIFY ALL DIMS W/OWNER PRIOR TO FINAL FRAMING. •.--- • 2. ALL DOOR TO BE PROVIDED BY OWNER. W/6" STD HOOK ° N 3. PATIO/DECK/LANDINGS SHALL NOT BE MORE THAN 7 3/4" LOWER THAN THE FLOOR LEVEL O WHERE DOORS SWING AWAY FROM THE LANDING. 1j" MAX WHERE DOORS SWING 0/LANDING.ONC. FTG 8" DEPTH X 15" WIDTH 4. TRIMS TO BE APPD BY OWNER. 1 -3 W/(2)#4 CONT. NOTE: A.B.'S @ WALLS NOT POUR FTGS ON NATIVE UNDISTURBED SOIL. CONC. FTG. 8"DEPTH X 15"W W/(2)#4 CONT. DESIGNATED AS SHEARWALLS SHALL IF BACKFILL IS READ, USE 6" OF 4"-0 & POUR FIGS ON NATIVE UNDISTURBED SOIL. IF USE J"O X 10" J -BOLTS 048"OC COMPACT TO 95% MAX DRY DENSITY. BACKFILL IS READ, USE 6" OF 4"-0 & NOTE: COMPACT TO 95% MAX DRY DENSITY. SEE SHEET A4.1 FOR FINISH PLAN, SCHEDULE & NOTES 4 FOUNDATION STEM WALL 3 SLAB ON GRADE NOTE: ALL INTERIOR WALLS TO BE INSULATED W/MIN. R13 INSULATION FOR SOUND REDUCTION 4 HT. 0 FRONT PORCH 0 31'-10" 1 I GARAGE 19'-9" O (D L 10 WALL LEGEND: - (N) WALL, 2X4 (OR MATCH (E)) FRAMING @ 16" OC, GYP. BD. 2X6 FRAMING @ PLUMBING WALLS. GYP BD FASTENED 6" OC AT EDGES & 12" OC FIELD. ® (N) 1 HR WALL. FLR/CLG ASSEMBLY SHALL MAINTAIN 1HR FIRE RATED ASSEMBLY FOR UNIT SEPARATION. GA FILE # FC 5406 OR APPD EQ. ® (N) PARTIAL HEIGHT WALL, 2X4 FRAMING @ 16' OC, GYP BD FASTENED 6" OC AT EDGES & 12" OC FIELD, OR DECK RAILING. NORTH 1 PROPOSED ADU FLOOR PLAN O 1/4"=1'-0" GYP BD FIN SURFACE 0/STRUCTURAL SECONDARY PLATE @ TYPE PLYWD WHERE OCCURS "B" SHEARWALLS. REF 0/BLDG PLAN & SHEARWALL SCHED WD TRIM A.B. & PT PLATE PER MTL Z E SHEARWALL SCHED METAL FLASHING FLASHIN( SILL SEAL SEALANT " CLR, MIN WD CASI N EXT WINI a a a T I \ EXT. WINDOW, TYP. 2X WD CASING DRIP BEAD ---::A O WD TRIM FIN SURFACE 0/STRUCTURAL PLYWD, WHERE OCCURS, 0/BLDG K -2 -" WINDOW DETAIL (SIM.) 3"=1'-0" INT. SILL AS REQ'D d" SHIM SPACE W/BACKING ROD & SEALANT ON BOTH SIDES WD SILL 4" SHIM SPACE WAKING ROD Sc SEALANT ON BOTH SIDES FELT SPLIT SHT DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF OR�Go PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F w O W J 00-0 W Cf) O D m cv [-Ln O Lr) V N LU Nz L.L U a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 FLOOR PLAN, SCHEDULES, & DETAILS A2.0 "A" OR "B" = SHEARWALL "1" = HOLD DOWN NAILING ------------------------------------ PER SCHEDULE PER SCHEDULE ii------------------------ -------------------------- A�11 11 I 111 r ----------------------- I r—� L J I I I I I LLI CONC. SLAB ON GRADE 11 I 1 I I I I BEAM SPANS OVER PIERSI I FOR PORTAL FRAME. I I REFERENCE ELEVATION I FOR PORTAL FRAME STRAPPING. J2X4 016"OC PONY WALL — —ON FTG 12"Wx10"DEPTH— W/(2)#4 CONT. 1 1I FTG: 20"X20"X12" DEEP -------------- W/(3)#4 EA WAY ---------------- 1' 1 —FTG: 18"X18"X12" DEEP — J L J W/(2)#4 EA WAY I ------------- -2X12 FLR JSTS @ 16"OC I I I I I I I I I I I j I I I I I I I I I I — 2X8 LEDGER W/(2)ROWS i I STAIR FTG. 16"W X 10" FASTENMASTER LEDGERLOK i DEPTH W/(2)#4 CONT., TYP. I LL005016"OC TO RIMBD I L J — ----------------------------i --- I NORTH I — — — FLOOR FRAMING P. FOUNDATION PLAN A❑ — �A 2X8 PT@i6OC SIMPSON A❑ _LUS26 TYP END ENSURE ADEQUATE FOUNDATION DEPTH FOR HOLDDOWN ANCHORS. REFERENCE HOLDDOWN SCHEDULE. PLACE FOUNDATION VENTS NO CLOSER THAN 5" TO HOLDDOWNS. I L31 t S 12"D X 12"W POST FTG, TYP. BELOW GRADE & 4" ABOVE GRADE W/(2)#4 EA WAY, T&B. REF DET 8/A3. CONC. STEM ON FTG, 15"Wx7"DEPTH W/(2)#4 CONT. PT 4X10 W/SIMPSON HUC410 TO PT 4X4 POST STAIR FTG. 10N X 12" BELOW GRADE, f7" ABOVE GRADE FOR STEP. SEE DET 8/A3. W/(2)#4 CONT., & #4 SHORT 016"OC, T&B, TYP. STRUCTURAL NOTES: 1. SUPPORT 6X BEAMS AND 5 1/2" GLB'S WITH 4X6 POST, MINIMUM, U.N.O. 2. ALL 2X, 4X AND 6X FRAMING SHALL BE DF—L NO. 2 MINIMUM. 3. ALL EXTERIOR HEADERS SHALL BE SUPPORTED WITH 2X4 STUD AND KING STUD, TYPICAL, U.N.O. 4. GLB SHALL BE DF—L 24F V4 GRADE, U.N.O. 5. EACH END OF EVERY ROOF RAFTER SHALL BE CONNECTED TO WALL TOP PLATES WITH SIMPSON H2.5A UPLIFT CLIP. 6. 6X BEAM TO 4X6 POST CONNECTOR SHALL BE SIMPSON AC6, U.N.O. 7. USE SIMPSON BC4, BC6 OR BC46 WHERE POSTS CONNECT TO BEAMS AT MID—SPAN OR OFF—CENTER. 8. ALL CONNECTORS AND FASTENERS AT PRESSURE TREATED WOOD SHALL BE HDG OR Z—MAX. 9. ROOF SHEATHING SHALL BE 15/32" APA— RATED WITH 8D AT 6"OC AT PANEL EDGES AND 12"OC FIELD, TYPICAL. 10. FLOOR SHEATHING SHALL BE 19/32" APA—RATED SHEATHING WITH 10D AT COC AT PANEL EDGES AND 12 -OC FIELD, TYPICAL. 11. REFER TO SHEAR WALL SCHEDULE FOR BLOCKING AND NAILING INFORMATION BETWEEN ROOF DIAPHRAGM AND SHEAR WALLS. 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 13. CONCRETE SHALL ATTAIN 28 DAY STRENGTH OF 2500 PSI MINIMUM. 14. REBAR SHALL BE 6OKSI STEEL. 15. FOOTINGS SHALL HAVE 3" CLEAR BOTTOM AND 2" CLEAR TOP AND SIDES FOR REBAR. SHEARWALL SCHEDULE R ANEL PANEL FSILL BLOCKING OOF I S ILL PLATE ToPLATE WIND SEISMIC WALL THICKNESS NAILINGEDGE TO TO TOP BELLOW FOUNDATION ALLOWABLE ALLOWABLE TYPE (2) (1,3) RIMBOARD OR RIMBOARD TO TOP I ATTACHMENT SHEAR SHEAR WITH 7" MINIMUM EMBED AT 2x PT PLATE. MINIMUM 3 BOLTS PER 4'-0" LENGTH OF WALL. OR SILL PLATE BELOW 1 (4 5) TYP. Z A 1 7/16" 1 8d@6"OC 116d@3"OC I A35036"OC 11/2"0@36"OC I Va=277 PLF IVa=277 PLF B I 7/16" 18d@3"OC I NA I A35@12"OC 11/2"0@16"OC I Va=604 PLF IVa=490 PLF SHEARWALL NOTES: SIMPSON HOLD DOWN IREQUESTED SCREWS I OR BOLTS TO POST 1. SINGLE 2x PT PLATE + 2x BLOCKING BETWEEN STUDS IS REQUIRED AT BOTTOM OF WALL U.N.O FOR WALLS HDU2—SDS2.5 WITH EDGE NAILING SPACED AT 3"OC OR CLOSER, OR AS NOTED ON THIS SCHEDULE. FASTEN 2x BLOCKING I SSTB16 TO 2x PT SILL w/(2) ROWS 10d NAILS AT 6"OC STAGGERED. 2. APA—RATED PLYWOOD OR OSB, U.N.O. APPLY ONE SIDE OF WALL U.N.O. ALL PANEL EDGES SHALL BE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BLOCKED. BE USED FOR OTHER WORK WITHOUT THE WRITTEN 3. ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12" OC TTP. 4. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36 "J—BOLT" WITH 7" MINIMUM EMBED AT 2x PT PLATE. MINIMUM 3 BOLTS PER 4'-0" LENGTH OF WALL. 5. PROVIDE 3"xYx 1/4" PLATE WASHERS AT SILL BOLTS, TYP. HOLD DOWN SCHEDULE PLAN DES. SIMPSON HOLD DOWN IREQUESTED SCREWS I OR BOLTS TO POST MINIMUM POST (3) I ANCHOR BOLT (4) REMARKS 1 HDU2—SDS2.5 I 6—SDS J X 2-1/2" (2)2X4 I SSTB16 1 TO = 3075# HOLD DOWN NOTES: 1. HOLD—DOWNS ARE "SIMPSON" BRAND U.N.O. 2. IN THE "REMARKS" COLUMN, TO IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. 3. MINIMUM POST MAY NOT REFLECT THE REQUIRED POST ON PLAN. REFERENCE PLANS FOR ALL POST CALLOUTS AND LOCATIONS. FASTEN DOUBLE 2x STUDS TOGETHER AT HDU2 w/(2) ROWS 10d NAILS AT 12"OC STAGGERED. NOTE: TRIPLE 2x STUDS ARE REQUIRED AT THE GARAGE PORTAL FRAME STRAPPING. REFERENCE ELEVATIONS. 4. FOLLOW MANUFACTURERS' REQUIREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3" CLEAR BOTTOM OF FOOTING. DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F Z V Wp Z mow� L.01 -00W _ C/) O D m cv O Lr) N z LLIV � V C/) a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 FLOOR FRAMING & FOUNDATION PLAN A2.1 1. ATTIC VENTILATION a. 1" MIN AIRSPACE BETWEEN TOP OF INSULATION & UNDERSIDE OF ROOF SHEATHING. b. CORROSION RESISTANT SCREENING, MIN 1/8" MESH, MAX 1/4" MESH AT UNDERSIDE OF SOFFITS. C. INSTALL ROOF VENTS TO PROVIDE 1 SF OF FREE OPENING PER 150 SF OF ROOF, A MIN OF 3'-0" ABOVE SOFFIT VENTS. GAF MASTER FLOW ROOF LOUVER RT65 ROOF VENTS, OR APPD EQ. 60 SQ (0.4167 SF) VENT SPACE. ROOF VENTILATION AT BEDROOMS: 370 SF OF (N) ROOF=2.46 SF OF VENT REQD=6 VENTS ROOF VENTILATION AT GARAGE: 407 SF OF (N) ROOF=2.71 SF OF VENT REQD=7 2. VENTS AT ROOF TO BE MIN. 10' AWAY AND 3' ABOVE OPERABLE SKYLIGHTS. 3. PROVIDE ATTIC ACCESS 22"X30" W/30" MIN HEADRM. LOCATION TO BE APPD BY OWNER. NOTE: SEE PLAN FOR APPROX ROOF VENT LOCATIONS. FINAL LOCATIONS TBD BY A ROOF INSTALLER. SIMPSON A35, SPACING PER SHEARWALL SCHED. ROOF PANEL EDGE NAILING SIMPSON H2.5 @ EVERY OTHER PER PLAN NOTES, TYP. 2X4 RAKE TO WALL TOP PLATE 2X4 BLKG EA BAY 24" MAX 2X4 OUTRIGGER @24"OC COMP. ROOF FLASHING " 2X6 FASCIA SOFFIT: MATCH HORIZ SIDING 1x6 TRIM SHAKE SHINGLES OR SIDING SHEARWALL SHEATHING & NAILING PER PLAN & SHEARWALL SCHED- TOE NAIL 2X4 OUTRIGGER TO 2X ROOF RAFTER W/(4)10d NAILS, MIN, TYP ROOF RAFTERS PER PLAN JSTS PLAN VENT, TYP I � I I I z I I w I I I I � PITCH 6:12 I I I I -------------------------I WALL FRAMING I DS, TYP CONT GI 2 4 GUTTER A , P: 510-520-6528 PLATE FLASHING ��GYP.-�••P :1 OCCURS LAS 2X FASCII 1 EXT. FIN. SURFACE 2 RAKE DETAIL LINE OF WALLS BELOW NAILING PER PLAN & SHEARWALL 1 r------------�-------------- I ----------------------------- ------------ � w I I 2X10024"OC Z � I I J EGRAL GASKET W/INTEGRAL 4N ROOF RAFTERS. SHEARWALL SCHED. CLG JSTS W/(4)10d NAILS (N) SKYLT m N W I D SCREWS ♦ ,��� N I w I i 10 ❑ CLG RAFTERS S.S.D. ��•jyo� ROOF PANEL EDGE NAILING I 2X RAFTERS � t N M � ❑ ❑ ❑ f PER PLAN NOTES, TYP. I 1 j Project Number 2022-0134773 Drawn By 1 AH Checked By DH Issues ❑ Revisions Number Date Description RIDGE VENT @ 2x BLOCKING 8d @ 6" j VAULTED CLG IF REQD 4X6 Li O.C. B.N. TYP. ACCESSORY DWELLING UNIT 5205 B STREET SIMPSON H2.5 @ EVERY OTHER PER PLAN NOTES, TYP. 2X4 RAKE TO WALL TOP PLATE 2X4 BLKG EA BAY 24" MAX 2X4 OUTRIGGER @24"OC COMP. ROOF FLASHING " 2X6 FASCIA SOFFIT: MATCH HORIZ SIDING 1x6 TRIM SHAKE SHINGLES OR SIDING SHEARWALL SHEATHING & NAILING PER PLAN & SHEARWALL SCHED- TOE NAIL 2X4 OUTRIGGER TO 2X ROOF RAFTER W/(4)10d NAILS, MIN, TYP ROOF RAFTERS PER PLAN JSTS PLAN VENT, TYP I � I I I z I I w I I I I � PITCH 6:12 I I I I -------------------------I WALL FRAMING ARCHITECTURE 314 PACIFIC AVENUE M RAFTER • WALL P: 510-520-6528 PLATE FLASHING ��GYP.-�••P :1 OCCURS LAS 2X FASCII 1 EXT. FIN. SURFACE 2 RAKE DETAIL PLANS & SPECIFICATIONS ARE PREPARED AS NAILING PER PLAN & SHEARWALL 1 ©EAVE DETAIL tSEE ROOF SHEATHING 0 w X I 2X10024"OC Z SIMPSON A35. SPACING PER NAIL ROOF RAFTERS TO EA THERMAL BREAKTO J EGRAL GASKET W/INTEGRAL 4N ROOF RAFTERS. SHEARWALL SCHED. CLG JSTS W/(4)10d NAILS CONDENSATE WEEP NSATE WEEP m HOLES AT CORNERS W 2X8@24"OC D SCREWS ♦ ,��� ROOF UNDERLAYMENT ' ♦ CLG RAFTERS S.S.D. ��•jyo� ROOF PANEL EDGE NAILING DETAILSKYLIGHT 2X RAFTERS � t N W � V PER PLAN NOTES, TYP. a Project Number 2022-0134773 Drawn By 1 AH Checked By DH Issues ❑ Revisions Number Date Description 4X6 2x BLOCKING 8d @ 6" 4X6 Li O.C. B.N. TYP. ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 ROOF PLAN 2X12 RIDGE BD. NAIL 2X10 RAFTERS A2.2 - 3-2" HOLES W/INSERT SCREEN TO RIDGE BD W/(6)10d TOE NAILS THRU TRIM & BLOCKING (3 NAILS EA SIDE OF RAFTER TO BD)-- D) 2X 2X ROOF RAFTER SHALL BE CONT. 0/WALL. BIRDSMOUTH WHERE CLG JSTS ARE SPLICED, NAIL TO 5.5" MIN DEPTH @ OVERLAPPING JSTS TOGETHER OVERHAN W/(4)1Od NAILS. 2X10@24"OC ROOF RAFTERS. X I 2X8@24"OC �I CLG RAFTERS GYP. BD. WHERE OCCURS MANUF. SEALANT MANUF. MTL FRAME MANUF. FLASHING W/ INTEGRAL CANT STRIP 0111 a 9Ilk IN Lill El 1.111111 SPRAY INSULATION. SEE ENERGY REPORT J" PLYWD. CLG PANELS, SEE NAILING INSTRUCTIONS 2x FRAMING, S.S.D. " X 3" WD TRIM " GYP. BD NAIL ROOF RAFTERS TO CLG JSTS W/(4)10d NAILS 2X10 RAFTER @EA SIDE OF SKYLT & PERP TO FRAMING W/SIMPSON LUS28 TO RAFTERS 2X10@24 ROOF RAI �I� L I -GLI —SIMPSON AC6 4X6 POST TO HDR BELOW \-4X6 POST 6X10 W/(2)2X6 STUDS EA END 2X10@24"OCi ROOF RAFTERS. 2X8@24"OC CLG RAFTERS ;16.5 DF -L 24F -V4 - r�4X6 2X 1 0@24"OC - ROOF RAFTERS 4X10 SIMPSON HUC41( 4X4 POST ------------------ f I I I I VENT, TYP ❑ ❑ ❑ I o I w I M M RIDGE I I PITCH 6:12 I J LINE OF WALLS BELOW NORTH 1 PROPOSED ROOF PLAN 1/4 2X10@24"OC ROOF RAFTERS. 2X8@24"OC / CLG RAFTERS SIMPSON AC6 GLB 2X101924"OC TO POST, TYP. ROOF RAFTERS. 6 POST 2X8@24"OC 4X __-`CLG RAFTERS 4X6 SIMPSON LCE4 BM TO POST, OUTSIDE FACE ONLY �1 ROOF FRAMING PLAN 1/4"=1'-0" DBL STUDS @HDU2, TYP. 3RD STUD FOR 3RD STR MAY BE SHORTENED TO ACCOMMODATE HOLD DOV 6 PORTAL FRAMING STRAPPING /a"=1'-0" NAIL ROOF RAFTERS TO CLG JSTS W/(4)10d NAILS 2X12 RIDGE BD. NAIL 2X10 RAFTERS TO RIDGE BD W/(6)10d TOE NAILS (3 NAILS EA SIDE OF RAFTER TO BD) 3.5X12 PARALLAM PSL 2.2E FULLY SPANNING 0/WALL PIERS. SEE DETAIL 6/- FOR PORTAL FRAME STRAPPING PSL BM PER PLAN. FULLY SPANNING 0/WALL PIERS AS SHOWN SIMPSON CS16 STRAPx3 x 24". NAIL 1/2 STRAP ON BM & 1/2 STRAP ON WALL. FULLY NAIL W/8d NAILS. TYP 4 LOCATIONS, 12 STRAPS TOTAL FOR THE PORTAL FRAME. NAIL CS16 STRAPS TO SAME STUDS USED @ HDU2 HOLD DOWNS, TYP. NAIL ALL 3 STUDS TOGETHER W/(2)ROWS 10d NAILS @ 12"OC STAGGERED, TYP. HDU2, TYP DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE M RAFTER • WALL P: 510-520-6528 PLATE FLASHING ��GYP.-�••P :1 OCCURS LAS 2X FASCII 1 EXT. FIN. SURFACE PLANS & SPECIFICATIONS ARE PREPARED AS NAILING PER PLAN & SHEARWALL 1 ©EAVE DETAIL tSEE 0 MANUF. SPEC. FOR ALL DETAILS & INSTALL INSTRUCTIONS. INSULATED GL PANE Z W/LOW—E COATING TI IN EA THERMAL BREAKTO EGRAL GASKET W/INTEGRAL 4N CONDENSATION SA ION GUTTER AND CONDENSATE WEEP NSATE WEEP J HOLES AT CORNERS W STAINLESS STL 1 D SCREWS ♦ ,��� ROOF UNDERLAYMENT ' ♦ ♦.�.%iii �� S.S.D. ��•jyo� O DETAILSKYLIGHT � t N MANUF. SEALANT MANUF. MTL FRAME MANUF. FLASHING W/ INTEGRAL CANT STRIP 0111 a 9Ilk IN Lill El 1.111111 SPRAY INSULATION. SEE ENERGY REPORT J" PLYWD. CLG PANELS, SEE NAILING INSTRUCTIONS 2x FRAMING, S.S.D. " X 3" WD TRIM " GYP. BD NAIL ROOF RAFTERS TO CLG JSTS W/(4)10d NAILS 2X10 RAFTER @EA SIDE OF SKYLT & PERP TO FRAMING W/SIMPSON LUS28 TO RAFTERS 2X10@24 ROOF RAI �I� L I -GLI —SIMPSON AC6 4X6 POST TO HDR BELOW \-4X6 POST 6X10 W/(2)2X6 STUDS EA END 2X10@24"OCi ROOF RAFTERS. 2X8@24"OC CLG RAFTERS ;16.5 DF -L 24F -V4 - r�4X6 2X 1 0@24"OC - ROOF RAFTERS 4X10 SIMPSON HUC41( 4X4 POST ------------------ f I I I I VENT, TYP ❑ ❑ ❑ I o I w I M M RIDGE I I PITCH 6:12 I J LINE OF WALLS BELOW NORTH 1 PROPOSED ROOF PLAN 1/4 2X10@24"OC ROOF RAFTERS. 2X8@24"OC / CLG RAFTERS SIMPSON AC6 GLB 2X101924"OC TO POST, TYP. ROOF RAFTERS. 6 POST 2X8@24"OC 4X __-`CLG RAFTERS 4X6 SIMPSON LCE4 BM TO POST, OUTSIDE FACE ONLY �1 ROOF FRAMING PLAN 1/4"=1'-0" DBL STUDS @HDU2, TYP. 3RD STUD FOR 3RD STR MAY BE SHORTENED TO ACCOMMODATE HOLD DOV 6 PORTAL FRAMING STRAPPING /a"=1'-0" NAIL ROOF RAFTERS TO CLG JSTS W/(4)10d NAILS 2X12 RIDGE BD. NAIL 2X10 RAFTERS TO RIDGE BD W/(6)10d TOE NAILS (3 NAILS EA SIDE OF RAFTER TO BD) 3.5X12 PARALLAM PSL 2.2E FULLY SPANNING 0/WALL PIERS. SEE DETAIL 6/- FOR PORTAL FRAME STRAPPING PSL BM PER PLAN. FULLY SPANNING 0/WALL PIERS AS SHOWN SIMPSON CS16 STRAPx3 x 24". NAIL 1/2 STRAP ON BM & 1/2 STRAP ON WALL. FULLY NAIL W/8d NAILS. TYP 4 LOCATIONS, 12 STRAPS TOTAL FOR THE PORTAL FRAME. NAIL CS16 STRAPS TO SAME STUDS USED @ HDU2 HOLD DOWNS, TYP. NAIL ALL 3 STUDS TOGETHER W/(2)ROWS 10d NAILS @ 12"OC STAGGERED, TYP. HDU2, TYP DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F Z � w O W J 00-00 W C/) O D m cv [—Ln O Lr) V z N W � V U a Project Number 2022-0134773 Drawn By 1 AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 ROOF PLAN & DETAILS A2.2 DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F WO Z W mi 00-00 W (~j) O m Lo LUOCG N [-L O Lr) (D N N z W � V � V C/) a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 EXTERIOR ELEVATIONS A3.0 TYPICAL (N) ROOF ASSEMBLY: MIN CLASS "A" COMPOSITION SHINGLES 15# FELT UNDERLAYMENT PLYWOOD SHEATHING 2x RAFTERS, S.S.D. R38 INSUL MIN, SEE ENERGY REPORT TYPICAL (N) FLOOR ASSEMBLY FIN FLR PER SPECS PLYWOOD SHEATHING 2X JSTS 0 16" O.C., S.S.D. R-19 INSUL MIN, SEE ENERGY REPORT TYPICAL (N) FLOOR ASSEMBLY: 4" CONC. SLAB W/6X6 WWF, S.S.D TYPICAL (N) WALL ASSEMBLY: 1X8 V RUSTIC GROOVE SIDING 2 LAYERS GRADE 'D' BLDG PAPER PLYWOOD SHEATHING, S.S.D. 2X STUDS 0 16" O.C. W/BLOCKING R15 INSUL MIN, SEE ENERGY REPORT INSULATE ALL INTERIOR WALLS, MIN R13 J" GYP. BD. U.N.O., S.S.D. 5/8" TYP X GYP BD FOR 1 HR RATED WALLS 0 INT SIDE OF WALLS WHERE EXTERIOR WALL CONSTRL_.._.. IS 5' OR LESS TO PROPERTY LINE. EXT. GRADE SMOOTH FACE PLYWD W/1X3 BATTENS, PRE -PRIMED ALL 4 SIDES, SPACED 12" OC 0 GABLE ENDS. NOTE: FASTENERS & CONNECTORS IN CONTACT W/PRESERVATIVE TREATED & FIRE RETARDANT TREATED WOOD INCLUDING NUTS & WASHERS & ALL MTL CONNECTORS SHALL BE HOT DIPPED GALVANIZED. ci FRONT PORCH O g LIVING/DINING UC r------ --- -----J 2 SECTION 3 1 1/4"=1'-0' 12 I6 PITCH 3\ 3'-0" BACKSPAN. NAIL p• 2X6 TO 2X10 RAFTERS b" PLYWD W/(2) ROWS 10d NAILS 012"OC STAGGERED 2X6 RAFTER TAILS, TYP. o OPEN FRAME CLG ENTRY CLOS LAUNDRY 3 1" TYP X GYP BD, BOTH SIDES OF WALL SEPARATING GARAGE FROM LIVING AREA 6-- SECTION 1/4"=1'-0" GYP BD UC OUTLETS 0 All UPPER CAB BOXES 0 WALL, TYP.—\ QUARTZ SLAB 1'-0' O INSUL 0 WALLS BTWN CONDITIONED & UNCONDITIONED AREAS, MIN R13 1 SECTION 1/4"=1'-0" 101 U CLG PANELS. PLACE SO FALSE RAFTERS THE SEAMS. ALTERNATE SO NO ADJACENT S OF PATTERN i GYP BD 2'-6° 1'-6° GYP BD _ fl/� OPEN ToENTRY 'ef\ BEYOND V-0' 1'-0' A �l LED SHO 314 PACIFIC AVENUE 12201 LIGHT E: DANIELHOYARCH@GMAIL.COM .W OPEN s ARI -13795 TgTF DOWN PLANS & SPECIFICATIONS ARE PREPARED AS TO INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE GARAGE I BE USED FOR OTHER WORK WITHOUT THE WRITTEN HANDRAIL 101 U CLG PANELS. PLACE SO FALSE RAFTERS THE SEAMS. ALTERNATE SO NO ADJACENT S OF PATTERN i GYP BD 2'-6° 1'-6° GYP BD _ fl/� OPEN ToENTRY 'ef\ BEYOND V-0' 1'-0' A �l II 314 PACIFIC AVENUE 12201 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM .W ii D OPEN AREA FOR FUTURE W/D Fl•T 1 . O 7 LAUNDRY ELEVATIONS 1/4'=1'-0' U N 24' TOWEL BAR.- PROVIDE WD BACKING IN WALL J O L_J v 5 KITCHEN ELEVATIONS 1/4"=1'-0" O 6 BATH ELEVATIONS 1/4"=1'-0" SHOWER CURTAIN ROD -PREFORMED TUB/SHOWER ENCLOSURE (MODIFY FOR WINDOW O DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F O LJ W J 00-00 W (~/) O m N [-L O (D N N Nz L.L V C/) a Project Number 2022-0134773 Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFlELD, OREGON 97478 SECTIONS & INTERIOR ELEVATIONS A4.0 FINISH NOTES 1. CRIPPLE WALL STUDS, IF REQ'D, TO BE IN COMPLIANCE WITH CODE. MIN. STUD LENGTH OF 14", OR FRAMED OF SOLID BLOCKING. 2. EXT. BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED DRAINAGE FACILITIES & PROVISIONS SHALL BE MADE TO CONTROL & DRAIN SURFACE WATER AROUND BUILDING, PER CODE. 3. CEILING HT IN HABITABLE ROOMS SHALL BE MIN. 7'-0". 4. WHERE DISTANCE OF INTERIOR STAIR, IS GREATER THAN 18" FROM FLOOR, DISTANCE BETWEEN ANY PORTION OF STAIRWAY PICKETS &/OR GUARD RAILS SHALL BE SUCH SO THAT A SPHERE 4" IN DIAMETER CAN NOT PASS THROUGH, PER CODE. 5. EXTERIOR DOOR LANDING OR DECK LEVEL SHALL BE LESS THAN 7 3/4" LOWER THAN THE FLOOR OF THE HOUSE WHERE THE (N) DOOR IS LOCATED. LANDINGS SHALL NOT BE MORE THAN 7 3/4" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING. IF DOOR IS TO SWING OUTWARD OVER LANDING, THEN DISTANCE OF THRESHOLD SHALL BE MAX 1 J" HT. 6. CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR DIMS & CONDITIONS PRIOR TO MATERIAL ORDER. COORDINATE WITH OWNER. 7. PAINT THROUGHOUT, EXTERIOR @ AFFECTED WORK & ALL INTERIOR SURFACES @ AREAS OF WORK. 8. DOORS & FRAMES TO BE PAINT GRADE. 9. CONTRACTOR PROVIDE & INSTALL ALL HARDWARE NOT NOTED (PULLS, STOPS, HINGES, ETC.) AS REQUIRED PER CODE & FOR A COMPLETE OPERATING SYSTEM. 10. COORDINATE KEYING WITH OWNER. 11. TEMPERED/SAFETY GLASS TO BE USED AT LOCATIONS AS REQUIRED BY CODE. A PERMANENT LABEL OR MANUFACTURER PROVIDED DOCUMENTATION SHALL IDENTIFY REQUIRED SAFETY GLAZING INSTALLED AT CODE REQUIRED LOCATIONS: a. GLAZING PANELS ADJ. TO DRS. WHERE NEAREST EXPOSED EDGE IS WITHIN A 24" ARC OF EITHER VERT. EDGE OF DR IN A CLOSED POSITION & WHERE BOT. EXPOSED EDGE OF GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. b. GLAZING DRS & ENCLOSURES FOR SHOWERS. c. GLAZING IN WALLS ENCLOSING STAIRWAYS OR WITHIN 5'-0" OF THE BOTTOM OR TOP OF STAIRWAYS & THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60" ABOVE THE WALKING SURFACE. 12. SHOWER WALLS & FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE OF PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER SMOOTH & NONABSORBENT SURFACE TO HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. 13. ALL SHOWER COMPARTMENTS SHALL HAVE A MINIMUM FINSIHED INTERIOR AREA OF 1024 SQ INCHES & SHALL BE CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE. 14. INSTALL WATER RESISTANT GYPSUM BACKING WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR (N) WATER CLOSET COMPARTMENT WALLS, ETC. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB & SHOWER AREAS & WALL & CLG PANELS IN SHOWER AREAS. 15. SUBMIT GYP. BD. FINISH SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. 16. SUBMIT GYP. BD. FINISH SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. 17. PROVIDE SHOP DWGS OF CABINETS FOR OWNER'S APPROVAL PRIOR TO FABRICATION & INSTALLATION. 18. COUNTER TOP SURFACE & BACKSPLASH @ ALL COUNTERS TO BE SELECTED/APPROVED BY OWNER PRIOR TO ORDERING. 19. MEDICINE CABINET & VANITY CABINET TO BE APPROVED BY OWNER PRIOR TO ORDERING. 20. SOAP NICHE @ TUB & SHOWER TO BE SAME MATERIAL AS TILE WALL. DEPTH TO BE AS ALLOWED BY FRAMING DEPTH. VERIFY W/OWNER FOR REQUIREMENTS. 21. SHOWER ENCLOSURE TO BE SELECTED BY OWNER. 22. ALL TILE SURFACES & GROUT TO BE APPROVED BY OWNER PRIOR TO ORDERING. SAME MATERIAL. SEE DWGS FOR EXTENT. OWNER TO APPROVE SAMPLE PATTERN (CONTRACTOR TO PROVIDE) PRIOR TO INSTALLING. 23. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MATERIALS, FIXTURES & FINISHES. 24. ALL FINISHES: GC TO PROVIDE COLORS & MATERIAL SAMPLES FOR OWNER APPROVAL PRIOR TO ORDERING & INSTALLATION 25. OWNER TO APPROVE ALL BATHROOM ACCESSORIES PRIOR TO ORDERING. CONTRACTOR INSTALL. 26. PROVIDE BLOCKING WHERE REQUIRED BY MANUFACTURER, AT LOCATIONS REQUIRED BY CODE & AT ALL FIXTURES & EQUIPMENT. 27. PROVIDE FIRE BLOCKING & CAULK W/APPROVED SEALANTS AT ALL LOCATIONS AS REQ'D BY CODE. 28. CRAWL SPACE ACCESS 18"X27" MIN. FINISH SCHEDULE DECORATIVE SYMBOL MATERIAL LOCATION NOTES F1.1 DANIEL HOY VINYL PLANK AS NOTED CASCADE ENGINEERED VINYL PLANK FLOORING. "PRIME 48" "GLENMERE". 1X3 S4S, PREPRIMED. GC PAINT e FLOORING e.' 20MIL. OWNER INSTALLED. INCLUDE THRESHOLDS FS 2 INTERIOR VINYL PLANK 1X3 S4S, PREPRIMED. GC PAINT CASCADE ENGINEERED VINYL PLANK FLOORING. "PRIME 48" F1 2 0 FLOORING BATH 20MIL. "GLENMERE". OWNER INSTALLED. INCLUDE THRESHOLDS F1.3 F9 MOEN 60" CURVED ROD. CHROME. GC PROVIDE BACKING FINISHED CONC. GARAGE GC CHOOSE. SEAL. OWNER APPROVE FINISH IN WALLS FOR PERMANENT MOUNTING FLOORING MIRRORED BATH F1.4 FINISHED CONC. AS NOTED GC CHOOSE. OWNER APPROVE FINISH F11 EXT. WALK/PAD AS NOTED OWNER TO APPROVE F1.5 EXTERIOR FINISHED CONC. LAUNDRY GC CHOOSE. SEAL. OWNER APPROVE FINISH SIDING FLOORING F13 EXTERIOR WINDOW TRIMS F2.1 OD BASE GRIM AS NOTED 1X6 S4S PREPRIMED WD BASE TRIM. (PAINT- SEE BELOW) AS NOTED 1X6 S4S, PREPRIMED F15 TOWEL BARS & AS NOTED F2 2 U RUBBER COVE BATH ROPPE PINNACLE 4"4"x120' COIL "NATURAL" WALL COVE BASE F16 RIDGE BEAM BASE TRIM S.S.D. GC TO PROVIDE, PRIME & PAINT F17 F RUBBER COVE LAUNDRY " ROPPE PINNACLE 4" x120' COIL "NATURAL" WALL COVE BASE BASE TRIM F3.1 INTERIOR PAINT MAIN SPACE WALLS: SHERWIN-WILLIAMS SW -7106 "HONIED WHT". EGGSHELL ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 SCHEME SCHEDULE, TRIMS: S -W (MATCH BENJAMIN MOORE OC -122). SEMI -GLOSS A4.1 CLG: S -W (MATCH BENJAMIN MOORE OC -122). MATTE USE "SUPER PAINT" AT INTERIORS [F13.2 INTERIOR PAINT KITCHEN WALLS: SHERWIN-WILLIAMS SW -7106 "HONIED WHT". SATIN SCHEME TRIMS: S -W (MATCH BENJAMIN MOORE OC -122). SEMI -GLOSS CLG: S -W (MATCH BENJAMIN MOORE OC -122). MATTE USE "SUPER PAINT" AT INTERIORS F3.3 INTERIOR PAINT BATH WALLS: SHERWIN-WILLIAMS SW -7627 "WHITE HERON". SATIN SCHEME LAUNDRY TRIMS: S -W (MATCH BENJAMIN MOORE OC -122). SEMI -GLOSS CLG: S -W (MATCH BENJAMIN MOORE OC -122). SATIN USE "SUPER PAINT" AT INTERIORS F3.4 INTERIOR PAINT BEDROOMS WALLS: SHERWIN-WILLIAMS SW -7106 "HONIED WHT". EGGSHELL SCHEME TRIMS: S -W (MATCH BENJAMIN MOORE OC -122). SEMI -GLOSS CLG: S -W (MATCH BENJAMIN MOORE OC -122). MATTE USE "SUPER PAINT" AT INTERIORS F3.5 EXTERIOR PAINT AS NOTED SIDING: SHERWIN-WILLIAMS SW -6163 "GRASSLAND". SATIN SCHEME BATTS: SHERWIN-WILLIAMS SW -6162. "ANCIENT MARBLE". SATIN TRIMS: SHERWIN-WILLIAMS SW -7103 "WHITETAIL". SEMI -GLOSS USE "SUPER PAINT" ON EXTERIOR F4.1 QUARTZ KITCHEN OWNER TO PROVIDE. TBD COUNTERTOPS F4.2 QUARTZ BATH INTEGRAL W/VANITY & SINK INCLUDES COUNTERTOP BACKSPLASH. OWNER TO PROVIDE F4.3 LAMINATE LAUNDRY W/INTEGRAL BACKSPLASH. INCLUDE LAM. ENDCAPS KIT COUNTERTOP OWNER TO PROVIDE F5.1 WALL TILE KITCHEN BACKSPLASH/WALLS. SEE DRAWINGS FOR EXTENT. OWNER SELECT F6.1 (N) CABINETRY KITCHEN OWNER TO PROVIDE F6.2 (N) VANITY CAB. BATH HDC "SONOMA" 48"x22" VANITY W/TOP "DARK CHARCOAL" OWNER TO PROVIDE F6.3 (N) CABINETRY LAUNDRY OWNER TO PROVIDE. GC INSTALL & MAKE SHELF F7.1 DECORATIVE VAULTED CLG I"ELEMENT "WHITE ELS. CLG PANELS & FINISH IN PLACE. VARY ADJACENT PANELS TO AVOID FAUX RAFTERS DESIGN REPEATS. 18 BOXES (18 PLANKS PER BOX) FAUX RAFTERS: 2X4 S4S, PREPRIMED, � OVER PANEL SEAMS F7 2 DECORATIVE AS NOTED 1x6 TOP WALL WD TRIM. P: 510-520-6528 WOODWORK DANIEL HOY F8 1 INTERIOR AS NOTED 1X3 S4S, PREPRIMED. GC PAINT e WINDOW TRIMS e.' FS 2 INTERIOR AS NOTED 1X3 S4S, PREPRIMED. GC PAINT UP DOOR TRIMS 0 F F9 SHOWER BATH MOEN 60" CURVED ROD. CHROME. GC PROVIDE BACKING CURTAIN ROD °ee IN WALLS FOR PERMANENT MOUNTING F10 MIRRORED BATH 24%30"W"AFINA" SINGLE DR. RECESSED, BRUSHED SILVER. MED CAB. LU OWNER PROVIDE. GC PROVIDE RECESS IN WALL. F11 CLOSET ROD/SHELF AS NOTED OWNER TO APPROVE F12 EXTERIOR AS NOTED SEE ELEVATIONS SIDING F13 EXTERIOR WINDOW TRIMS AS NOTED 1X6 S4S, PREPRIMED F14 EXTERIOR DOOR TRIMS AS NOTED 1X6 S4S, PREPRIMED F15 TOWEL BARS & AS NOTED DELTA "CASSIDY" COLLECTION. CHROME. 12" (1) & 24" (2). U TP HOLDER OWNER PROVIDE. GC PROVIDE BACKING IN WALLS TO MOUNT. F16 RIDGE BEAM AS NOTED S.S.D. GC TO PROVIDE, PRIME & PAINT F17 WOOD DECK AS NOTED S.S.D. NOTE: ALL FIXTURES, FINISHES AND ACCESSORIES TO BE APPROVED BY OWNER PRIOR TO ORDERING F1.2 F2.2 F3.3 F4.2 F1.1 F3.2 F4.1 F6.2 F8.1 F5.1 F6.1 F7.1 FB.2 F15 F7.2 F8.1 Lw NIS s' 4 ;V �.E LL ACCESS ENTRY F1.1 F2.1 F3.1 F7.1 F7.2 F16 F1.1 F2.1 F8.1 F8.2 F3.4 F8.1 F8.2 FRONT CLG: PORCH j DINING RM VAULT LIVING RM F3.5 BDRM 1 F12 CH:B 0 0 6 F13 GYP. BD. A F14 F3.5 I F12 I F13 I F14 WD. STEPS F3.5 F12 F13 GARAGE CH:t9'-2" OPEN F1.3 FRAMED I F8.1 I F8.2 CLG. d ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY Qa ALAMLUA, UA s ARI -13795 TgTF OF O?! O: e e.' THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN UP 0 F Z °ee V Wp Z LU . STEPS e c, m e d'a e FRA �j PROPOSED ADU FINISH PLAN 1/4"=1'-0" ROOF SHINGLES 0/ 2 LAYERS BLDG PAPER ROOF PLYWD SHEATHING, S.S.D. ADD 2x AS REQ'D TO SUPPORT PLYWD ENDS @ CLG. J" PLYWD J%6" 9th & VINE PANELS. VARIATE PATTERN, NO ADJ. DUPLICATES. FINISH NAIL (3 EA END, 3 @ CENTER) PAINT GRADE 2x4 "FALSE RAFTER". (INSTALL FLAT OVER PANEL SEAMS) @ 4' O.C. TO HIDE SEAMS ROOF SHINGLES 0/ 2 LAYERS BLDG PAPER ROOF PLYWD SHEATHING, S.S.D. RIDGE BM, S.S.D. �\ L J" GYP BD 2x RAFTERS, S.S.D., W/INSUL I" PLYWD PAINT GRADE 2x4s "FALSE J%6" 9th & VINE PANELS. RAFTER". (INSTALL FLAT OVER VARIATE PATTERN, NO ADJ. PANEL SEAMS) @ 4' O.C. DUPLICATES. FINISH NAIL (3 1x6 TRIM, BEVEL @ CLG EA END, 3 @ CENTER) FACE OF INTERIOR GYP. WALL 2X FRAMING 4 CEILING PANEL DETAIL 3"=1'-0" 1e" W.R. GYP. BD. SEALANT CEMENTITIOUS BACKER UNIT OR FIBER CEMENT UNDERLAYMENT DRY SET, CEMENT <w MORTAR OR ADHESIVE MEMBRANE ENCLOSURE i WALL FRAMING IL� WALL TILE y1:LIb1ME111a DRY -SET OR LATEX -PORTLAND CEMENT MORTAR BOND COAT CEMENTITIOUS BACKER UNIT "CBU" OR FIBER CEMENT UNDERLAYMENT MORTAR FRAMING NOTE: CONFORM TO TCA STANDARDS FOR SHOWER TILE INSTALLATION %3_� FLOOR TILE 1\ 3"=1'-0" DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F Z V Wp Z LU 00 L.I_ W O D m N [-L1 O Lr) V z N LLIV U a Project Number 2022-0134773 Drawn By AH Checked By DH Issues E] Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 FINISH PLAN SCHEDULE, & NOTES A4.1 ELECTRICAL NOTES LIGHTING SCHEDULE ELECTRICAL LEGEND 1. THE ELECTRICAL DIAGRAMS INCLUDED IN THE CONTRACT DRAWINGS INDICATE THE GENERAL SCOPE OF FIXTURE # MODEL # - OWNER TO PROVIDE ALL FIXTURES P WEATHER PROOF LIGHT FIXTURE ALAMLUA, UA s ARI -13795 TgTF THE WORK AND MAY NOT DEPICT ALL EXISTING FIELD CONDITIONS. IT IS THE CONTRACTOR'S PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE 1 EXTERIOR WP LED SCONCES (x5) MODEL TBD RESPONSIBILITY TO VERIFY THE FIELD CONDITIONS OF ALL ROUTES, MATERIALS, DIMENSIONS, ETC. IF IT IS BE USED FOR OTHER WORK WITHOUT THE WRITTEN WALL MOUNTED LIGHT FIXTURE CONSENT OF THE ARCHITECT. FOUND THAT FIELD CONDITIONS VARY FROM THE CONTRACT DRAWINGS THE CONTRACTOR SHALL SUBMIT 0 F THE DISCREPANCIES, IN WRITING, AT THE TIME OF BID SUBMISSION TO THE ARCHITECT. EXTERIOR WP SCONCE MD. @ GARAGE DR. (xi) MODEL TBD WALL SWITCH W0 COMMERCIAL ELEC. 4', 64W EQUIVALENT INTEGRATED LED WHITE SHOP LT. LINKABLE 3200 LUMENS, 4000K BRIGHT WHITE, 5 FT. CORD INCLUDED (0) OR EQ. GD WALL SWITCH FOR GARBAGE DISPOSAL 2. VERIFY LOCATION OF ALL NEW OUTLETS, SWITCHES, LIGHT FIXTURES & OTHER ELECTRICAL APPLIANCES W C/) O D ® COMMERCIAL ELEC. 4', 64W EQUIVALENT INTEGRATED LED WHITE SHOP LT. LINKABLE 3200 LUMENS, 4000K BRIGHT WHITE, 5 FT. CORD INCLUDED (xi) OR EQ. WITH OWNER PRIOR TO SETTING BOXES OR FIXTURES. COORDINATE FRAMING LAYOUT WITH LAYOUT OF UC WALL SWITCH FOR UNDERCABINET LIGHTING 0 LU FIXTURES & REVIEW WITH CONTRACTOR PRIOR TO COMMENCEMENT OF FRAMING. CONCEAL ALL CONDUITS. N [-L O V WALL SWITCH W/VACANCY SENSOR Q UNDERCABINET LED STRIP LIGHTING (x9?) MODEL TBD 3. ALL EQUIPMENT SHALL BE NEW & LISTED & APPROVED BY A TESTING LABORATORY & SHALL BE 110V RECEPTACLE © LARGE LED PENDANT (x2) MODEL TBD U INSTALLED AS PER ANY INSTRUCTIONS INCLUDED IN THE LISTING & LABELING. DESCRIPTIONS PREVAIL Project Number 2022-0134773 I Drawn By AH Checked By DH 7Q INT. SCONCES: HOME DECORATORS COLLECT. "EVELYN" 1 -LIGHT INDUSTRIAL. BRUSHED NICKEL W/SEEDED GLASS SHADE. #HB2623-SD-35 (x2) OVER CATALOG NUMBERS. SUBMIT A MATERIAL LIST ON ALL MATERIALS PROPOSED FOR ACCEPTANCE BY GROUND FAULT INTERUPT RECEPTACLE OWNER. WP WATER PROOF RECEPTACLE ® RECESSED SLIM PROFILE LED LIGHTS. (x5) MODEL TBD 4. FURNISH ALL LABOR & MATERIAL FOR A COMPLETE & OPERABLE SYSTEM. ALL LABOR & MATERIAL +44° RECEPTACLE MOUNTED AT HEIGHT NOTED ACCESSORY DWELLING UNIT 5205 B STREET PENDANT LED FIXTURE (x1) MODEL TBD ELECTRICAL PLAN, SHALL BE GUARANTEED FOR 12 MONTHS AFTER ACCEPTANCE OF THE PROJECT BY THE OWNER. & NOTES A5.0 10 INT. SCONCE: HOME DECORATORS COLLECT. "EVELYN" 1 -LIGHT INDUSTRIAL. LED. BRUSHED NICKEL W/CLEAR GLASS SHADE. #HB2623-35 (x1). MT. UPSIDE DN 220V RECEPTACLE 5. ALL STANDARD ELECTRICAL WALL OUTLETS ARE TO BE MOUNTED VERTICALLY CENTERED. 11 INT. SCONCE: HOME DECORATORS COLLECT. "EVELYN" 2 -LIGHT INDUSTRIAL. BRUSHED NICKEL W/SEEDED GL SHADE. #HB2624-SD-35 (x1) MT. UPSIDE DN TELEPHONE RECEPTACLE 6. ALL ELECTRICAL DEVICES (SWITCHES,PLUGS ETC) SHALL BE THE SAME COLOR AS THE COVER PLATE ETHERNET, CAT 6 TERMINAL TO MAIN ROUTER/MODEM LOCATOIN 12 REVENT 50 CFM BATHRM EXHAUST FAN W/ INTEGRATED LED LIGHT. 13W #RVLH50 U.N.O N RECEPTACLE 13 MAXXIMA 13" 2 -LIGHT LED SEMI -FLUSH MT. SATIN NICKEL W/WHITE FABRIC DRUM SHADE MCL -5131800W x2 # ( ) 7. VENT ALL FANS TO DAYLIGHT PER CODE. VENT OUTLET TO MAINTAIN DISTANCE OF MIN 3' FROM EXTERIOR 14 LIFTMASTER 8365W GARAGE DR OPENER SYSTEM. W/ INTEGRAL (2) CFL LAMPS. MAX 26 W OPENINGS AND PROPERTY LINES. T THERMOSTAT 15 ENTRY LED PENDANT (x1)MODEL TBD D DOORBELL 8. CONTRACTOR SHALL VERIFY &PROVIDE CORRECT OUTLETS FOR ALL LOCATIONS &SPECIAL EQUIPMENT AS NOTED. CONTRACTOR SHALL PROVIDE CORRECT AMPERAGE FOR ALL EQUIPMENT AS INDICATED, IN i6 EXT. WP UTILITY LIGHT. (x1) MODEL TBD E DOORBELL ENUNCIATOR ACCORDANCE WITH INSTALLATION & OPERATING REQUIREMENTS AS PROVIDED BY THE MANUFACTURER. CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS OF EQUIPMENT & FIXTURES & SHALL MAKE ALL NECESSARY CONNECTIONS. S SMOKE ALARM. HARD WIRE W/BATTERY BACKUP 9. WHERE MONUMENTS ARE SHOWN NEXT TO EACH OTHER THEY SHALL BE LOCATED AS CLOSE AS SMOKE & CARBON MONOXIDE DETECTOR/ALARM. POSSIBLE TO ONE ANOTHER. ONE COVER PLATE PER GANGED SWITCHES/OUTLETS HARD WIRE W/BATTERY BACKUP 10. ELECTRICAL CONTRACTOR SHALL VERIFY & COORDINATE CONDUIT RUNS, CIRCUITING & WIRING AS� 5 DENOTES FIXTURE NUMBER IN ELECTRICAL SCHEDULE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SERVICE. O RECESSED LIGHT FIXTURE 11. PROVIDE ALL REQUIRED GROUNDING AT PANELS, SUBPANELS, FEEDERS & BRANCH CIRCUITS. ® PENDANT LIGHT FIXTURE 12. ALL WIRE & CABLE SHALL BE COPPER, THWN OR THHN IF #8 & SMALLER. THW & THHN FOR #6 & { } CEILING MOUNTED LIGHT FIXTURE LARGER. PROVIDE WIRING TESTS UPON COMPLETION OF WORK & MAKE ADJUSTMENTS AS NECESSARY FOR SATISFACTORY OPERATION OF SYSTEM. 13. ALL SWITCHES & OTHER WALL MOUNTED DEVICES SHALL BE LOCATED 46" ABOVE FINISH FLOOR ® FAN, VENT TO DAYLIGHT, HUMIDITY SENSOR MEASURED TO CENTER OF SWITCH U.N.O. OUTLETS SHALL BE MOUNTED AT 18" ABOVE FINISHED FLOOR W/TIMER OPERATION UNLESS OTHERWISE NOTED. 0 4' LED HANGING SHOP FIXTURE 14. ALLOW FOR BREAKER ACCESS TO MAIN PANEL. PROVIDE CLEARANCES AS REQUIRED BY CODE. MS FIXTURE W/MOTION SENSOR &INTEGRATED TIMER 15. ELECTRICAL SUBPANELS SHALL NOT BE LOCATED IN CLOSETS OR OTHER LOCATIONS WHERE ADEQUATE ACCESS WILL BE REDUCED. NOTES: 1. PROVIDE SUBPANELS IF REQ'D. PROVIDE OWNER W/LOCATIONS FOR 16. ALL 125V, 15A & 20A RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. APPROVAL PRIOR TO INSTALLATION. RELOCATE (E) SUBPANEL & REDISTRIBUTE LOADS PER OWNER'S INSTRUCTIONS. LOCATE PANEL +78" AFF 17. PROVIDE SWITCH & LIGHT AT ATTIC & CRAWL SPACE. W/30"WX36"D CLR SPACE IN FRONT OF PANEL. 2. NEW EXT. LTS SHALL BE LOW INTENSITY, DIRECTED DOWNWARD & SHIELDED 18. ELECTRICAL RECEPTACLES WITHIN SIX FEET OF A SINK SHALL HAVE GFIC PROTECTION. EXTERIOR TO MINIMIZE OFFSITE GLARE. OUTLETS SHALL BE WATERPROOF & HAVE GFI PROTECTION. OUTLETS SHALL BE SPACED PER REQUIREMENTS OF THE OREGON ELECTRICAL SPECIALTY CODE (OESC). 19. HABITABLE ROOMS SHALL HAVE RECEPTACLE OUTLETS AS FOLLOWS: ALL WALLS 2' OR WIDER, NOT MORE THAN 6' FROM OPENINGS, NO MORE THAN 6' ON CENTER. PROVIDE IN -CABINET OUTLETS ABOVE BOTTOM SHELF OF UPPER CABINET FOR UNDER CABINET UGHTS. ONE OUTLET PER CABINET BOX. CONNECT ALL OUTLETS TO SW • SINK. 20. CLOSET LIGHTS SHALL MEET OESC. 12" CLEARANCE FOR SURFACE MTD TO NEAREST SHELF, 6" FOR MAIN ETHERNET ROUTER/HUB LOCATION 16 F RECESSED. i WP. 6SRUNS TOIDE ETHS LOCATION. R CAB. TE ALL CAT ACQ UNIT WP 0 TWH WP 21. SURFACE MOUNTED FIXTURES OR TRACK SHALL BE SECURED TO BUILDING STRUCTURE. NO TOGGLE BOLTS, ETC. PERMITTED. ALL FIXTURES SHALL BE ADEQUATELY SUPPORTED, SET LEVEL &TRUE. D +44- GO L- +aa--UCa4C- +44" UC 1. P 10 DW +aq 5 42" ------------ 22. PROVIDE AT LEAST ONE SEPARATE 20 AMP CIRCUIT FOR BATHROOM CONVENIENCE OUTLET. 5 _- I W II D +441 /- -\/ L ---JL HT. �� 0 ----'/ $ r --� a>_---------- BATH 12 LAUNDRY 23. PROVIDE A MINIMUM OF 2 SEPARATE 20 AMP CIRCUITS TO KITCHEN COUNTERS & WET BARS. j 10 + 1SKYLTI 1 30' 80" 1 1 REF 24. PROVIDE & INSTALL A DEDICATED 30 AMP CIRCUIT TO SUPPLY LAUNDRY RECEPTACLE OUTLETS. I I I 1-\ j 0 L1 UP ,'� GARAGE 14 i I BDRM 2 \I 1� 1 1 KITCHEN T I i � OOOR I II I 3 1 25. SMOKE ALARMS SHALL BE FIELD VERIFIED OR INSTALLED IN ALL BEDROOMS, AREAS LEADING TO I +44 I I OPENER I u BEDROOMS, & ON EA. FUR LEVEL OF THE BLDG. CARBON MONOXIDE DETECTORS/ALARMS SHALL BE I� + 1 9IFAU it CLOS_3 FIELD VERIFIED OR INSTALLED @ AREAS LEADING TO THE BEDROOMS & @ EA. FUR LEVEL OF THE -'---- L---� BLDG. SEE PLANS FOR LOCATIONS. SMOKE & CARBON MONOXIDE ALARMS CAN BE COMBINED INTO A SINGLE MULTIPURPOSE ALARM. SC -4k15 S F 7 7 E -----WP 26. ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15 AMP AND 20 AMP OUTLETS IN ___ _ ALL -- -- LATTIC_i CLOS 2 ----, ��--- j �-___ ' DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, ACCESS �- NP BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS \ENTRY OR AREAS SHALL BE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTED. D--�--� 3 ° ° S � Q Q WP ° 2 WP/Ms a; WP ' 27. USE JOIST SPACE FOR HORIZONTAL RUNS. CONCEAL ALL CONDUIT & ROUGH WORK U.N.O. i ) UP g n ° 13 / FRONT ... ; w a 28. PROVIDE A PERMANENT 120V OUTLET & LIGHT FIXTURE @ FURNACE. LOCATE SWITCH @ ACCESS OPENING I PORCH ° & NEAR FURNACE. I DINING RM LIVING RM BDRM 1 I 0 29. ALL PERMANENTLY INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY. THE REQUIREMENTS FOR o QUALIFICATION OF HIGH EFFICACY LUMINAIRES IS TO BE SCALED BASED ON FIXTURE WATTAGE. PER OESC. I� 30.30. AT (N) BATHRMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE HIGH EFFICACY I _ TV I WP LUMINAIRE SHALL BE CONTROLLED BY A SEPARATE VACANCY SENSOR PER OREGON ENERGY EFFICIENCY CODE. wP WP WP LOCATE CLR OF DR SWING !� AVD. N 'I G � 1 31. PROVIDE FIRE BLOCKING & CAULK W/APPROVED SEALANTS AT ALL LOCATIONS AS REQ'D BY CODE. 32. ALL EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. OUTDOOR LIGHTING SHALL ELECTRICAL PLAN BE HIGH EFFICACY LIGHTING CONTROLLED BY A MOTION SENSOR W/A MANUAL ON/AUTO OFF SWITCH & RA LING - --�� PHOTOCONTROL. DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY ALAMLUA, UA s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F W0 Z LU W J 00-00 W C/) O D m 0 LU N [-L O LD V r z N V V U a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues E] Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 ELECTRICAL PLAN, SCHEDULE & NOTES A5.0 DANIEL HOY, AIA PLUMBING NOTES ARCHITECTURE LEGEND PLUMBING & APPLIANCE FIXTURE SCHEDULE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM SYMBOL TYPE MANUFACTURER MODEL NOTES 1. THE PLUMBING DIAGRAMS INCLUDED IN THE CONTRACT DRAWINGS INDICATE THE GENERAL SCOPE PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 OF THE WORK AND MAY NOT DEPICT ALL EXISTING FIELD CONDITIONS. IT IS THE CONTRACTOR'S F TOULOUSE" 29" UNDERMOUNT. STAINLESS STEEL. INCLUDE DRAIN. RESPONSIBILITY TO VERIFY THE FIELD CONDITIONS OF ALL ROUTES, MATERIALS, DIMENSIONS, ETC. HOT WATER SUPPLY 1 � KITCHEN SINK SWISS MADISON DOUBLE BOWL OWNER TO PROVIDE Z IF IT IS FOUND THAT FIELD CONDITIONS VARY FROM THE CONTRACT DRAWINGS THE CONTRACTOR C COLD WATER SUPPLY LU W J 00-00 "MCKENNA" SINGLE— CHROME. SHALL SUBMIT THE DISCREPANCIES, IN WRITING, AT THE TIME OF BID SUBMISSION TO THE �2 KITCHEN FAUCET GLACIER BAY HANDLE PULL ON SPRY OWNER TO PROVIDE ARCHITECT. G GAS SUPPLY O Lr) V z N W � V V B �3 GARBAGE DISPOSAL INSINKERATOR BADGER 5XP J HP W/ POWER CORD. CONTRACTOR PROVIDE & INSTALL 2. VERIFY LOCATION OF (E) PLUMBING & WATER DISTRIBUTION, DRAIN, WASTE & VENT LINES, HOSE BIB Description E AMANA 24" FRONT CONTROL STAINLESS STEEL. TRIPLE FILTER WASH SYSTEM. ETC. PRIOR TO INSTALLING NEW PLUMBING SYSTEM. REMOVE ALL ABANDONED WORK & RELOCATE & CONCEAL ITEMS TO REMAIN. ® AIR SUPPLY—FLOOR ACCESSORY DWELLING UNIT 5205 B STREET DISH WASHER BUILT—IN TALL TUB 63dBA. OWNER TO PROVIDE SCHEDULE & NOTES A6.0 30"W, 5.3 CU.FT. ELEC. W/SELF CLEANING OVEN. STAINLESS STEEL. 3. CONTRACTOR SHALL VERIFY PLUMBING REQUIREMENTS OF EQUIPMENT & FIXTURES & SHALL RANGE/OVEN GE RANGE OVEN OWNER TO PROVIDE30"W, MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION. PLUMBING WORK SHALL BE DUCTED UNDER STAINLESS STEEL. LED LIGHTING & PERMANENT COORDINATED WITH FIXTURE, APPLIANCE &EQUIPMENT INSTALLED BY OTHER TRADES. HOOD COSMO CAB. RANGE HOOD FILTERS. OWNER TO PROVIDE 4. CONNECT NEW WASTE LINES TO (E) WASTE & SEWER LINE. UNDERGROUND WASTE PIPING & �7 LG ELEC. 30"W, 20 CU.FT. TOP W/ MULTI—AIR FLOW & REVERSIBLE DR. PIPING UNDER BUILDING TO BE SERVICE WEIGHT CAST IRON (ABS ACCEPTABLE IF APPROVED BY REFRIGERATOR FREEZER REFRIGERATOR STAINLESS STEEL. OWNER TO PROVIDE "RIVER" 48" VANITY DOVE GREY. W/ENGINEERED STONE COUNTERTOP OWNER), NO—HUB OR APPROVED COMPRESSION GASKET SEALS TO BE USED. ABOVE GROUND WASTE PIPING, 3" & LARGER, TO BE SERVICE—WEIGHT CAST IRON, NO HUB. ABOVE GROUND 8OVE BATH SINK DECORS W INTEGRAL SINK, TOP & BASIN—WHITE. OWNER TO PROVIDE "MASON" 8" WIDESPRD WASTE & VENT PIPING, 2-1/2" & SMALLER, TO BE COPPER TYPE DMV OR NO HUB. CAST IRON WITH MATCHING DRAINAGE FITTINGS AT EXTERIOR APPLICATIONS. ABS AT INTERIOR APPLICATIONS BATH FAUCET GLACIER BAY 2—HANDLE HIGH ARC BATHROOM FAUCET. CHROME. OWNER TO PROVIDE IF APPD BY OWNER. "TOFINO" DUAL FLUSH ELONGATED. WHITE. SEAT INCLUDED. 10 BATH TOILET AM. STANDARD ONE PIECE W/ SEAT OWNER TO PROVIDE 5. ALL DOMESTIC WATER PIPING SHALL BE COPPER TUBING, TYPE L. HARD DRAWN WITH WROUGHT COPPER FITTINGS. USE 95-5 SOLDER IN ACCORDANCE WITH ASA. TYPE M ALLOWED ABOVE 11 TUB/SHOWER UNIT AQUATIC 'EVERYDAY" 60"x30"x72'BATH/SHOWER. LEFT DRAIN. WHITE. MODIFY GROUND @ INTERIOR INSTALLATIONS PER PLUMBING CODE. I—PIECE ACRYLIC KIT SURROUND FOR WINDOW. OWNER TO PROVIDE BATH SHOWER "MASON" SINGLE TUB/SHOWER FAUCET. CHROME. 6. PLUMBING FIXTURES SHALL CONFORM TO OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) 12 HEAD/FAUCET GLACIER BAY HANDLE 1—SPRAY OWNER TO PROVIDE REQUIREMENTS13 LAUNDRY "10" DROP—IN UTILITY a. LAVATORY FAUCETS SHALL BE 1.2 GPM MAXIMUM @ 60 PSI. SINK MUSTEE MOLDED FIBERGLASS. WHITE. OWNER TO PROVIDE b. KITCHEN FAUCETS SHALL BE 1.8 GPM MAXIMUM @ 60 PSI. SINK 22"x25" c. SHOWER VALVES/HEADS SHALL BE 1.8 GPM MAXIMUM @ 80 PSI. 14 LAUNDRY SINK GLACIER BAY 4" CENTERSET LAUNDRY FAUCET. STAINLESS STEEL. FAUCET 2—HANDLE PULL—OUT OWNER TO PROVIDE 7. SHOWER SHALL BE PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCING OR 15 AC CONDENSER GC CHOOSE OWNER APPROVE ELEC., CONTRACTOR PROVIDE & INSTALL. OWNER THERMOSTATIC MIXING VALVE TYPE, PER CPC. APPD. 16 TANKLESS GC CHOOSE OWNER APPROVE ELECTRIC. CONTRACTOR PROVIDE & INSTALL. OWNER 8. ALL SHOWER COMPARTMENTS SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF 1024 SQ WATER HEATER APPD. INCHES & SHALL BE CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE GAS, CONTRACTOR PROVIDE & INSTALL. OWNER 17 F.A.U. GC CHOOSE OWNER APPROVE APPD. 1 O. VENT ALL GAS APPLIANCES & FIXTURES TO EXTERIOR, WITHIN WALLS, SOFFITS & BY MEANS TO ACHIEVE PROPER RISE/RUN PER CODE. PROVIDE & INSTALL VENT COVER GRILLE. 18 WASHER FUTURE TENANT TO PROVIDE PLUMB FOR FIXTURE 11.INSTALLATION OF (N) FURNACE SHALL MEET OREGON MECHANICAL SPECIALTY CODE (OMSC) 19 DRYER FUTURE TENANT TO PROVIDE PROVIDE ELEC. FOR FIXTURE REQUIREMENTS. CONTRACTOR PROVIDE & INSTALL. OWNER TO 12. HVAC INSTALLER TO LOCATE (N) SUPPLY & RETURN AIR GRILLE & DUCTING PER OWNER'S 20 C.A.R. GC CHOOSE OWNER APPROVE APPROVE FINAL LOCATION. WHITE COLOR. INSTRUCTIONS. 13.PRIOR TO DUCT INSTALLATION HVAC INSTALLER TO SUBMIT LINE DIAGRAM FOR OWNER APPROVAL OF ROUTING OF (N) DUCT SYSTEM & MODIFICATIONS OF (E) SYSTEM, IF ANY. PROVIDE DUCTING TO SUPPLY & RETURN AIR FOR COMPLETE HVAC SYSTEM. SOFFIT AS REQ'D FOR CLG GRILLES, DUCT RUNS, @ BASEMENT OR OTHER INSTALLATION AREAS. USE JOIST SPACE FOR HORIZONTAL RUNS & CLOSETS FOR VERTICAL RUNS WHERE POSSIBLE. CONCEAL ALL ROUGH WORK U.N.O. COORDINATE RETURN AIR LOCATIONS) WITH OWNER PRIOR TO INSTALLATION. 14. PROVIDE 30"X30" MIN. WORKING SPACE IN FRONT OF FURNACE & 3" MIN WORKING SPACE ALONG THE SIDES BACK & TOP OF FURNACE PER UMC. ADHERE TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SUPPLY REGISTER 15.EXHAUST FOR HEATING, BATHROOM VENTING, WATER HEATERS, DRYERS, ETC. SHALL NOT BE @ TOE KICK 15 16 WITHIN 3 FEET OF ANY EXTERIOR OPENING OR PROPERTY LINE. IF VENT LOCATIONS AREAC UNIT we TWH T REQUIRED TO BE REVISED NOTIFY ARCHITECT PRIOR TO PROCEEDING. 16. CONCEAL ALL PLUMBING IN JOIST SPACES, WALLS & SOFFITS & AS NOTED ON PLANS. DW _ Ilya _I D 42" 17. PROVIDE & INSTALL CLOTHES DRYER MOISTURE EXHAUST DUCT W/MIN. 4" DIAMETER. VENT 1 rr �T� L-W_D J 1a 1s LAUNDRY 13 14 HT. DIRECTLY TO THE OUTSIDE & EQUIP W/BACK DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED SKYLT 3D° TO 14'-0" W/TWO ELBOWS UNLESS APPROVED BY THE MANUFACTURER. I 5 ❑_17Up fjl� REF GARAGE 0 __J 6 18. PROVIDE FIRE BLOCKING & CAULK W/APPROVED SEALANTS AT ALL LOCATIONS AS REQ'D BY I BDRM 2 KITCHENFAUCLOS. CODE. 3 19.V.I.F. FOR EARTHQUAKE AUTOMATIC SHUT OFF VALVE. IF NOT PRESENT, PROVIDE AT ALL/ANY GAS ---- L METERS. 20 20. PROVIDE CLEAR WORKING SPACE IN FRONT OF WATER HEATER & FAU 30V X 30"D. i ALL CLOS _____ ___ 2 LATTIC_J 21. PROVIDE COMBUSTION AIR FOR FAD & WH PER OMSC. ACCESS ENTRY 22. PROVIDE MIN 100 CFM KITCHEN EXHAUST FAN PER OREGON ENERGY EFFICIENCY SPECIALTY CODE & ASHRAE 62.2. • UP 23.THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE FOLLOWING: FRONT PORCH a. DESIGN & INSTALLATION OF SUBSURFACE DRAINAGE SYSTEM INCLUDING PUMP(S) & DINING RM LIVING RM 0 DISCHARGE TO APPROVED DRAINAGE LOCATION. BDRM 1 b. DESIGN & INSTALLATION OF MOISTURE BARRIER WATERPROOFING SYSTEM OF FOUNDATION & o FLOOR SLAB. I I re WD. N I G �1 PLUMBING PLAN RAIUNG DP DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P: 510-520-6528 E: DANIELHOYARCH@GMAIL.COM DANIEL HOY s ARI -13795 TgTF OF O?! O: PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 F Z W0 Z LU W J 00-00 W C/) O D m (N -n O Lr) V z N W � V V U a Project Number 2022-0134773 I Drawn By AH Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 PLUMBING PLAN, SCHEDULE & NOTES A6.0 Average Skvliaht U -Factor Skylight Designation Area of Skylight(s) U -Factor of Assembly Skylight- 1 16 0.60 Skylight- 2 10 0.58 Skylight- 3 12 0.50 Skylight- 4 9 0.24 Skylight- 5 4.5 0.24 Skylight- 6 15.1667 0.24 Skylight- 7 17.51 0.24 Skylight- 8 17.51 0.24 Skylight- 9 15.16671 0.24 Skylight- 10 5.5417 0.45 Total: quare Feet 5.5417 verage U -Factor 0.000 EXAMPLE Average Sk light U -Factor Skylight Designation Area of Skylights) U -Factor of Assembly Skylight- 1 16 0.60 Skylight- 2 10 0.58 Skylight- 3 12 0.50 Skylight- 4 9 0.24 Skylight- 5 4.5 0.24 Skylight- 6 15.1667 0.24 Skylight- 7 17.51 0.24 Skylight- 8 17.51 0.24 Skylight- 9 15.16671 0.24 Skylight- 10 Doors with >2.5ft2 glazing (SF) 0 0.400 0.00 Total: quare Feet 38 verage Factor 0.563 Instructions: 1. Enter area of skylight type in yellow area. 2. Enter U -Factor of skylight in yellow area. 3. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 4. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note: Skylights that have the same U -Factor may be combined into one entry. For example, two skylights, one 25ft2 and one of 30ft2, both having a U -Factor of 0.32 can be entered as one skylight with a combined area of 5582. Average Window U -Factor Window Designation Area of Window(s) U -Factor of Assembly Window -1 27.375 0.24 Window -2 0 0.30 Window -3 0 0.35 Window -4 9 0.24 Window -5 4.5 0.24 Window - 6 15.1667 0.24 Window -7 17.51 0.24 Window -8 17.51 0.24 Window - 9 15.16671 0.24 Window - 10 Doors with >2.5ft2 glazing (SF) 0 0.400 0.00 Window -11 1.62 0.25 Window -12 40 0.27 Window - 13 mo00-00W LL Window - 14 D Window - 15 W^ Window - 16 Building Env. Component R -Value, Construction Type Window - 17 U -factor U"Area (UA) Window - 18 R-60, Conventional framing 370 Window - 19 6.29 Vaulted ceilings Window - 20 418 0.026 Window - 21 Wood -framed walls R-15, 5, Conventional framing Window - 22 0.056 391.34 Window - 23 From Mixed Alt. Walls U -Factor Tab 0 Window - 24 0.00 Underfloor Window - 25 892 0.020 Window - 26 Slab -edge or Underslab' None Window - 27 0.730 0.00 Window - 28 Insulated Concrete Form Walls Window - 29 SPRINGFIELD, OREGON 97478 1 0.00 Window - 30 "Per Table all 101 a mad mum of 28 SF of door once mar ha to a infrared, of 0.54 or less. If applicable , do not enter this door in and door tab- Building Env. Component Total: Square Feet 147.8284 verage Factor 0.248 EXAMPLE Average Window U -Factor Window Designation Area of Window(s) U -Factor of Assembly Window - 1 25 0.32 Window -2 20 0.30 Window -3 15 0.35 Window -4 30 0.32 Window -5 10 0.30 Window -6 25 0.32 Window -7 25 0.32 Window -8 25 0.32 Window -9 2.76 Exterior Doors (SF) 01 0.200 Window - 10 Doors with >2.5ft2 glazing (SF) 0 0.400 0.00 Window - 11 29.44 Slab -edge or Underslab (LF)^ 0 0.5201 Window - 12 F -factor BASE CASE UA e: 505.97 Window - 13 mo00-00W LL Window - 14 D Window - 15 W^ Window - 16 Building Env. Component R -Value, Construction Type Window - 17 U -factor U"Area (UA) Window - 18 R-60, Conventional framing 370 Window - 19 6.29 Vaulted ceilings Window - 20 418 0.026 Window - 21 Wood -framed walls R-15, 5, Conventional framing Window - 22 0.056 391.34 Window - 23 From Mixed Alt. Walls U -Factor Tab 0 Window - 24 0.00 Underfloor Window - 25 892 0.020 Window - 26 Slab -edge or Underslab' None Window - 27 0.730 0.00 Window - 28 Insulated Concrete Form Walls Window - 29 SPRINGFIELD, OREGON 97478 1 0.00 Window - 30 "Per Table all 101 a mad mum of 28 SF of door once mar ha to a infrared, of 0.54 or less. If applicable , do not enter this door in and door tab- Building Env. Component Total: Square Feet 175 verage Factor 0.319 Instructions: 1. Enter area of window type in yellow area. 2. Enter U -Factor of window in yellow area. 3. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 4. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note 1: Window that have the same U -Factor may be combined into one entry. For example two wood framed windows, one 25112 and one of 30ft2, both having a U -Factor of 0.32 can be entered as one wall with a combined area of 55112 . Note 2: Sliding glass door and swinging glass doors, including glazed french doors with NFRC labels are considered windows, not doors. BCD , I Building Codes Division Department of Consumer and Business Services 2021 CIRSC Additional Measure #6 Calculator For demonstratina compliance with Additional Measure #6 only. Use this spreadsheet to show that the thermal envelope of the proposed building is a minimum of 8% betterman the prescriptive code minimum. Yellow fields require a value to be entered by the applicant Yellow fields require a value to be entered by the applicant, ilann/icarb Using the drop-down menus under "Proposed Alternative' select the applicable assembly. Enter fenestration separately on associated tabs. Job Name/Project ID: ARCHITECTURE Location: ALAMEDA, CALIFORNIA 94501 P : 510-520-6528 E: DANIELHOYARCH@GMAIL.COM Standard Base Case DANIEL HOY y ARI -13795 TgTe Project Notes Building Env. Component Area U -factor U"Area (UA) Flat ceilings (SF) 370 0.021 7.77 Vaulted ceilings (SF) 418 0.033 13.79 Walls, incl. vertical fenestration (SF) 7,136 W Opaque wall area (SF) 6,988 0.059 412.30 Windows (SF) 148 0.270 39.91 Skylights (SF) 6 0.500 2.76 Exterior Doors (SF) 01 0.200 0.00 Doors with >2.5ft2 glazing (SF) 0 0.400 0.00 Underfloor (SF) 892 0.033 29.44 Slab -edge or Underslab (LF)^ 0 0.5201 0.00 F -factor BASE CASE UA e: 505.97 mi mo00-00W LL O D Proposed Alternative W^ Building Env. Component R -Value, Construction Type Area U -factor U"Area (UA) Flat ceilings R-60, Conventional framing 370 0.017 6.29 Vaulted ceilings R-38, Rafter framing 418 0.026 10.87 Wood -framed walls R-15, 5, Conventional framing 6,988 0.056 391.34 Mixed or Alternative wall types From Mixed Alt. Walls U -Factor Tab 0 0.000 0.00 Underfloor R-49, Underfloor 892 0.020 17.84 Slab -edge or Underslab' None 0 0.730 0.00 Input Brand, Model Number and U -Factor, if applicable (provide product cut sheets) Insulated Concrete Form Walls 1 01 SPRINGFIELD, OREGON 97478 1 0.00 Input Windows- Doors. and Skylights in their associated tabs (provide product cut sheets) "Per Table all 101 a mad mum of 28 SF of door once mar ha to a infrared, of 0.54 or less. If applicable , do not enter this door in and door tab- Building Env. Component Area U -factor UxArea (UA) Windows (from Window Tab) 148 0.248 36.70 Skylights (from Skylight Tab) 6 0.000 0.00 Exterior Doors (from Door Tab)"' 0 0.000 0.00 Doors with >2.5h2 glazing 0 0.000 0.00 PROPOSED UA- 463.03 Building Codes Division ♦ Department of Consumer and Business Services s State of Oregon 1535 Edgewater St. NW, Salem, OR 97304 e P.O. Box 14470, Salem, OR 97309-0404 503-373-0205 ♦ Fax: 503-378-2322 ♦ hod.oregon.gov DANIEL HOY, AIA ARCHITECTURE 314 PACIFIC AVENUE ALAMEDA, CALIFORNIA 94501 P : 510-520-6528 E: DANIELHOYARCH@GMAIL.COM S��RED AROy/T DANIEL HOY y ARI -13795 TgTe OF 010 PLANS & SPECIFICATIONS ARE PREPARED AS INSTRUMENTS OF SERVICE FOR THE CLIENT AND ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER WORK WITHOUT THE WRITTEN CONSENT OF THEEARCHITECL W F Z 1TT_ V! 0 Z : LU mi mo00-00W LL O D W^ Q LU ce c'^v � L.1) (D I0 Z V/ W ^ a Project Number 2022-0134773 I Drawn By AIR Checked By DH Issues ❑ Revisions Number Date Description ACCESSORY DWELLING UNIT 5205 B STREET SPRINGFIELD, OREGON 97478 ENERGY COMPLIANCE A7.0