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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/5/202104 m m m I r Ln ;5I—e)" 1281—io" sI—QII INDEX OF DRAWINGS SHEET NO. 51-0" 25'-011 LU I 12'-0" 2 5-1'-011 3 FOUNDATION, ROOF, BUILD SECT -A 91-0" 141-0" 61-0" 0 W ft o Ul W�ao lu w 401-0" " 11I -O'1 0 LL J o r Q Q W VIVN 0 m ; �,UZW� CITY UTILITIES: SEWER LINE 4 Q aWaa° Z o o a -- ------------------------------------------ U40U3 _ _ � MINIMUM 10'-0" REAR SETBACK N �--7 W d\ m ---------- - -- -- -- -- -- -- -- -- -- --------�----\-C\ - D N --- --- w - — _ ujM e , = , ,cn EXISTING EXISTING \ 01 _ PROPOSE NEW do '� R SID NC C,4i�i�0i�T o ]L Q o o cn LL o4TER ❑ 0 ADU RESIDENCE01 00 a: xIr OW t-1.) (442 SQ.1=T.) Z `� N ER , -------------------------------------------------------------------------- °• , , ------------------------- ' oeeao `o • D 'a ______ ____________________ •'ad •'ade'ade' o'edn.`dn.ede _____________ __°e .' 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O.1 CITY SIDEWALK CITY SIDEWALK 11 -i' --i 3/16" INDEX OF DRAWINGS SHEET NO. DE5CRIPTION LU I SITE PLAN 2 ELEVATIONS < GENERAL NOTES 3 FOUNDATION, ROOF, BUILD SECT -A 4 FLOOR *FRAMING PLANS 0 W ft o Ul W�ao lu w 118 19TH STREET SPRINGFIELD, OR, 91411 JESS I E OLIVA& (OWNER) LOT COVERAGE: EXISTING RESIDENCE: SSO SQ.FT. CARPORT AREA: 442 SQ.FT, ADU AREAS: 625 SQ.FT. GARDEN SHED: 196 SQ.FT. TOTAL LOT COVERAGE: 2143 SQ,FT, LOT SIZE: 6,00-1 SQ.FT. PERCENTAGE OF COVERAGE: 35.61% SITE FLAN SCALE: 3/16" = 1'-O" CONTRACTOR INFORMATION: DAVID E. PLATZ ARTISAN HOMES, LLC, P,O.BOX 992 SISTERS, OR 13-115(B (208)-189-6384 OREGON CCB 0213338 DRAWING I OF 4 0 ,li W r N o W Q ql w N z d) m0 LU Y N N Z _W 3 d00~ 0 W ft o Ul W�ao lu w " N 0 LL J o r Q Q W VIVN 0 m ; �,UZW� 4 J Q aWaa° Z Q o a N z d) m0 Y N N Z W mrt1 3 d00~ 0 o�z� ft Ul W�ao lu O.} ~aauz 0 LL J D�zzO Q Q W VIVN 0 DpJJFwW �,UZW� 4 aWaa° Z Q Ulm U40U3 N z m0 WQ��� 0 a ft Ul ZOtNN O.} 0 LL J Q Q LL 0 4 Z Q Ulm p Z U �nw } UO O 4 U Lu uW N oT u1 I DRAWING 2OF4 CODE: A. All materiels and workmenahIp shall conform to the requirement. of tha State a Oregon a Oregon Reeldentlal Specialty Code (OR61—), 2011 Edition. DESIGN LOADS: A. Roof Dead Load- 15 per r Q N Roof 9nau Load 25pef O B. Floor Deed Load- IOpef m Floor Live Load= 40 par 0 8 C. Wind Load. 100 MPH, Exposure 'b"9 ASPHALT SHINGLES �t all D. S.I.I. Load Zone D-1 u a GENERAL: A. Contractor shall be responsible for all construction methods, techniques, saquencing and saraty required to complete con.tru.t(. B. Contractor shall verify all dimensions and details prior to proceed Vg with corer tior. All di.crepaacies shall be approved by the Designer, Architect or Engineer of record. C. GOmracter shall verify all require cpenirge on Architectural, Mechanical and Electrical pians. FOUNDATION: A. Footings have been designed for a maximum allowable soil bearing presew* a 1500 par. B. All footings ahall be poured over undlsWrbed native Boll. CONCRETE: All structwal concrete ahall develops a unit compressive etreae of 2,500 pal minimum at 25 days per I.B.G., eectlon 1905. A. All reinforcing steel shall be rail steel deformed bare conforming to ASTM A615, Grade 60 baro, except, where welding Is required, ASTM A106, Grade 60 bars. B. Carl or reinforcing steel shall conform to ASTM Martial a Standard Practice, Code of Standard Practice For Detailing Reinforcing Materials, by CRSI (Latest EdltloN. C. All concrete slab reinforcing steel shall be supported at the required heights by approved bolsters. D. Welded wire fabric also reinforcement to conform to ASTM A-185 A. Concrete deposited agalnet earth • 3 laches B. Concrete Formed surfaces exposed to growd or weather: 5 rebar and smaller - I I/2 Inches % mbar and larger - 2 Inches C. Slab. - 3/4 Inches A. All etr.twal wood members shall be Coast Region Douglas Fir No.2 or better grade as noted in National Design SpeclflCatlona for Stress Grade Lumber and Its fastenings, anise noted othenulee. B. All etude to be doug-Fir stud or better as noted In National Design Specifications for Stress Grad. Lumbar. C. The Contractor shall furnish and Install all bolts, and plates as required to complete the Job D. Washers shall be used under all bolt heads and ruts bearing on weed. E. All wood members In contact with concrete or masonry shall be preeswe treated. TRUSSES: A, Roof framing members shall be designed to support the specified loads and limits maximum total load deflection to I/240 of the span B. Truss marufacture's daeign shall Include required bearirg, bracing, blocking, fastening and attaching devices to carry tat specified loads, C. RcoF trusses to be designed b carry all loads noted In Chapter 16, Division I, Snow Load Deelgn, in the Appendix of the International Building Code. D. Erection and In.tallation shall be In accordance with the epaeificatione set forth by the mmufacturer. MASONRY: A. Olaf masorN units shall conform to ASTM 0216, Grad* SW having a .If[ m compressive strength of Fm - 2000 pal. B. Mortar shall be ASTM 210 Tape "S' with a minimum compressive strength a ISOO pal at 28 days for above grade masonry work. Below grade maeovy shall be Typ l'M" mortar. C. All masonry construction shall conform with present OSNA requirements Including those regarding the establishment of "Limited access zonee". D. All masonry construction shall be In accordance with section 604 General Masonry Construction, AOI 530/ASCE 5/TMS 402, E. Maecrry unite shall be placed In ..areae of running bond. LIMITATIONS: DESIGNER/DRAFTSMAN WAS RETAINED IN A LIMITED CAPACTY FOR THIS PROJECT. DESIGNED IS BASED ON THE INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR THE ACCURACY OF SAME, NO RESPONSIBILITY AND/OR LIABILITY 16 ASSUMED BY, OR I6 TO BE ASSIGNED TO THE DESIGNER/DRAFTSMAN FOR ITEMS BEYOND THAT SHOWN ON THESE SHEI NOTICE: CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED CODES AND REGULATIONS AS ENFORCED BY THE GOVERNING JURISDICTION, NAMELY THE 2020 OREGON RESIDENTIAL SPECIALTY CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2020 EDITION, SPECIAL NOTE: 2020 WALL BRACING CODE PROVISIONS OF THE (ORSC) 2020 CHAPTER 6 SHALL ALSO BE AN OPTION TO THIS STRUCTURE. FOR ONE AND TWO FAMILY DWELLINGS THE 2020 OREGON ELECTRICAL SPECIALITY CODE AMENDMENTS AND THE 2020 OREGON PLUMBING SPECIALITY CODE SHALL APPLY. VERTICAL SIDING LEFT ELEVATION SCALE: ASPHALT SHINGLES 1/411 = 11—CII VERTICAL SIDING REAR ELEVATION SCALE: 1/4" = 11-0II VERTICAL SIDING FRONT ELEVATION SCALE: 1/411 = 11-0 II RIGHT ELEVATION SCALE: 1/4" = 11-0II _W = so to4U3 WI WI 3:wNOQ O W a Q} m N eKonQ�r (]fy✓ 3 0 Q Z a 6rZ W ZKL'j }eats Q d Q o W W= U�daWB FRAMED ROOF (SEE ROOF PLAN FOR DETAILS) OR ENGINEERED MANUFACTURED TRUSSES 0 24" O.C. OPTIONS: ARCHITECTURAL 80 COMP. SHINGLES OR SEAL TAB COMP, SHINGLES 015 LB, ROOFING FELT 1/2" PLYWOOD SHEATHING OR 1/16"OSB APA RATED SHEATHING ROOF VENTILATION: PROVIDE ROOF VENTIL AS PER SECTION OF THE ORSC (2011, 2020) SIMPSON H j FOR TRUSSE APPLICATIOCONT. GUTTEON FASCIA B I__. CLOSED S OPTIONAL HARDIPLANK LAP APPROVED TYVEK 41063 OR "1064 DRAIN WRAP 1/2" OR 7116" 066 RATED SHEATHING ("4 HORIZ. REINF. WITHIN THE TOP 12" OF STEMWALL. 1/2"XIO" ANCHOR BOLTS \ 0 6'O.C.,12" FROM CORNERS EMBEDDED l" RETIE INTO CONC R-311.1 NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 6" OF FINISH GRADE OR 2" FROM CONCRETE. 3" PVC RAINDRAINS TO STREET FOOTING DRAIN IF REQUIRED TO CURB MIN- R-49 INSULATION ALL EXTERIOR WINDOWS AND DOORS TO HAVE MIN. 4X12 HEADERS OR EQUAL, OR AS NOTED ON THE PLANS. 2X6 STUDS 02 OR BETTER, • 16" OR 24" O.C• 1/2" DRYWALL/SHEETROCK MIN. R-21 INSULATION IN WALLS MINIMUM 3/4" 0515 PLYWOOD SUB -FLOOR OR l/8" GOLD EDGE FLOOR PANELS 9 I/2" 5CI-6000 Ll FLOOR JOISTS s 16", 19.2" OR 24" O.C. MIN. R-30 INSULATION IN FLOORS 'ELT BETWEEN JOIST 4 STEMWALL 2X6 RAFTER — 2-2x6 ATTIC HATO FRAME 3 LAYERS I V1"— RIGID INSULATION IX2 STOP In" DRESSED ONE SIDE PLYWOOD ATTIC HATCH R-49 BATT INSULATION 5/e" DRYWALL Of. - POLY VAPOR BARRIER ATTIC WATCH REQUIRED IF STEEL IS USED IN FOOTING GROUNDING BOLTED-tYPE ELECTROME CONNECTION DEVICE CONDUCTOR OR EXOTHERMIC WELD W1 • C 1 - NONMETALLIC GROUNDING PROTECTIVE ELECTRODE �,� 1 WTORY: 12" WIDE x 6" DEEP SLEEVE N0.4 AWG OR LARGER BARE CONCRETE FOUNDATIO COPPER CONDUCTOR OR B I LL= I I C1P4 CONTINUOUS REINFORCING BAR OR ROD Npr 2X4 STUD WALL OVER ' 6" X 12" FOOTING w'v" MINIMUM POINT DRAIN 2 DIRECT CONTACT 6 MILL VAPOR BARRIEFq (0 MINIMUM WITH EARTH c "LIFER" GROUND IS REQUIRED TO BE PLACED (2) 04 CONTINUOUS REINFORCEMENT AND INSPECTED PRIOR TO POURING CONCRETE 6" DEEP X 12" WIDE FOOTINGS 18" MINIMUM UNDERFLOOR CLEARANCE FROM WITH 6" STEMWALLS OR AS THE BOTTOM OF A WOOD STRUCTURAL FLOOR NOTED ON THE PLANS TO THE EXPOSED GROUND IN THE CRAWL SPACE. R-319.1 PROTECTION AGAINST DECAY CONSTRUCTION DETAILS 30 YEAR SEAL TAB COMP ROOFING 0151b ROOFING FELT 1/2" ROOF SHEATHING SIMPSON PC POST CAPS ALL WOOD MATERIALS TO 5E PRESSURE TREATED 3" X LEDGER W/ SIMSON FACE MOUNT LU STANDARD JOIST HANGERS ENGINEERED MANUFACTURED ENGINEERED MANUFACTURED ATTIC VENTS: 1/300TH OF AREA, 50% IN EAVES TRUSSES • 24" ON CENTER. TRUSSES 6 2411 O.G. 50% IN UPPER ROOF OR I/150TH IN UPPER ROOF SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. 2" X 8" FASICA BD, 4" X 8" PT DFLOI OR AS NOTED 611 X 611 POST RAILING (MIN 4" SPACING) OPTIONAL DECKING 2" X 611 OR 8" DECKING SIMPSON PB POST BASE I�2" X 8" JOISTS S) 16" O•C. 24" X 24" X 1211 CONCRETE PADS �W/(2)-"4 EACH WAY COVERED DECK DETAILS (TYF.) -- -- TIL ALE: 1/4 FINISHED GRADE LIVING TYPICAL 2x6 SIDING EXTERIOR HARDI BOARD LAP/T-1-11 VERT. 61 1/16' PLYWOOD SHEATHING 2x6 STUDS • 16" .... R21BATT INSULATION -10 1063 TYVEK DRAIN WRAP 1/2" DRYWALL r4i+orv�A.liNnm 25'-0" at'P____________________________CS4USP______________________ C84U8P 9:-011 1-0II 25'-0" V FOUNDATION PLAN TYPICAL TRUES ROOF - W YEAR ARCH TAB COMP ROOFING - l/I6" ROOFING PLYWOOD CM W CLIPS - b BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES a 24' e.c. - 2x4 TRUSS BRACING - R4S BATT INSULATION - 6 MIL POLY V.B. - 5/8" CEILING BOARD TAPED t BANDED I-STORY; 12 WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2)14 CANT. Ie" MINIMUM UNDERFLOOR CLEARANCE FROM CONCRETE FOOTINGS F/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF AWOOD STRUCTURAL FLOOR CONTINUOUS FOR BCI 6000 I.e FLOOR JOISTS • W" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE R-319.1 PROTECTION AGAINST DECAY BUILDING SECTION 1\� SCALE: 1/411 = 11-011 ATTIC VENTS: /300TH OF AREA, 50% IN EAVES 50% IN UPPER ROOF OR I/150TH IN UPPER ROOF Y4 I� W1 • C 1 - �,� 1 WTORY: 12" WIDE x 6" DEEP , u _ _� =U- CONCRETE FOOTINGS Ww LL= I I C1P4 CONTINUOUS 12 b O12" WIDE X 6" DEEP FOOTINGS WILT) 4 CONT. O (p I FOR 2"X4" SUPPORT PARTITION/PONT WALL QT FLOOR 6000 1.e FLOOR JOISTS a 16" or. 12 IBCI A a 4 : , i____________________________ _____________________F_ b -- : GRADE AND SLOPE i0 DRAIN LAVER WITH 6 MILL BARRIER O ACCESSIBLE UNDERFLOOR TO ALL IAREr SH,11LL II PROVIDED WITH AN 10 X24 ACC CR WL LEI N �y FOUNDATION VENTS REQUIRED WITH N WITHIN 3' OF EACH CORNER. aa OONE IS" MINIMUM UNDERFLOOR CLEARANCE FROM THE BOTTOM OF A WOOD STRUCTURAL FLOOR TO THE EXPOSED GROUND IN THE CRAWL SPACE R-319.1 PROTECTION AGAINST DECAY • F _________ ______ J _________________________________________________________ ! : L a ----------------------------------------------------------------------- C84UBP 24X24X12 CONCRETE PAD L2U4 12 CONCRETE PAD EACH WAY W/(2)-44 EACH WAY 9:-011 1-0II 25'-0" V FOUNDATION PLAN TYPICAL TRUES ROOF - W YEAR ARCH TAB COMP ROOFING - l/I6" ROOFING PLYWOOD CM W CLIPS - b BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES a 24' e.c. - 2x4 TRUSS BRACING - R4S BATT INSULATION - 6 MIL POLY V.B. - 5/8" CEILING BOARD TAPED t BANDED I-STORY; 12 WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2)14 CANT. Ie" MINIMUM UNDERFLOOR CLEARANCE FROM CONCRETE FOOTINGS F/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF AWOOD STRUCTURAL FLOOR CONTINUOUS FOR BCI 6000 I.e FLOOR JOISTS • W" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE R-319.1 PROTECTION AGAINST DECAY BUILDING SECTION 1\� SCALE: 1/411 = 11-011 ATTIC VENTS: /300TH OF AREA, 50% IN EAVES 50% IN UPPER ROOF OR I/150TH IN UPPER ROOF Y4 12 b 12 b ROOF FLAN SCALE: 1/8" = 11-0II ENGINEERED MANUFACTURED TRUSSES a 24" ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. TYPICAL TRUSS ROOF - W YEAR ARCH TAB COMP ROOFING - 1/16" ROOFING PLYWOOD C/W N' CLIPS - 9:8 BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES a 24' e.c. - 2x4 TRUSS BRACING - R49 BATT INSULATION - 6 MIL POLY Y.B. - 5/8" CEILING BOARD TAPED t BANDED DRAWING 3OF4 z `" 0 W � T- u W Q m o 03�4T pl Uapm� I- Z -i D LL z IL YmL B a 0. Q 1 � U N m 0 I � U in N0 Lu 0 z 3 O Z N 0 Z 730 BRACING PROVISIONS TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS METHOD MATERIAL MINIMUM THICKNESS CONNECTION CRITERIA CS_WSP WOOD STRUCTURAL 3/8' 6d COMMON (2" X 0.113") NAILS D -I AND D-2 SPEED ( 110 MPH PANEL 4'-0" AT 6" SPACING (PANEL EDGES) 4'-0"WIND tPANFLCATEGORY NP AND AT 12" SPACING (INTERMEDIATE R&O2 10.3.2, ITEM I HOLD-DOWN 1800 1800 SUPPORTS) OR 16 GA, X 1 3/4 STAPLES NP METHOD GB, SINGLE SIDED III8'O"8'-0" AT 3" SPACING (PANEL EDGES) AND 3000 3000 3000 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602.10.2 INTERMITTENT BRACING METHOD METHOD MATERIAL MINIMUM THICKNESS CONNECTION CRITERIA GB GYPSUM 1/2' NAILS OR SCREWS AT T' SPACING AT D -I AND D-2 SPEED ( 110 MPH BOARD 4'-0" PANEL EDGES INCLUDING TOP AND 4'-0"WIND tPANFLCATEGORY NP BOTTOM PLATES: FOR ALL BRACED R&O2 10.3.2, ITEM I HOLD-DOWN 1800 1800 WALL PANEL LOCATIONS FOR NP METHOD GB, SINGLE SIDED III8'O"8'-0" EXTERIOR SHEATHING NAIL OR SCREW 3000 3000 3000 SIZE, SEE TABLE R&O2.3 (U: FOR NP outlet 220v INTERIOR GYPSUM BOARD NAIL OR db outlet cgfi 5 SCREW SIZE, SEE TABLE R102.3.5 TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS SEISMIC DE81GN AND WIND SPEED BRACING METHOD HEIGHT OF BRACED a FT. 9 FT. 10 FT.SDC II FT. 12 FT. D -I AND D-2 SPEED ( 110 MPH DWE, WSP, SFB, PBS, PCP, RPS, AND METHOD GB WHEN DOUBLE SIDED. 4'-0" 4'-0" 4'-0"WIND tPANFLCATEGORY NP ( 110 MPH R&O2 10.3.2, ITEM I HOLD-DOWN 1800 1800 ISOO NP METHOD GB, SINGLE SIDED III8'O"8'-0" R602 10.3.2, ITEM 2 HOLD-DOWN 3000 3000 3000 TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS SEISMIC DESIGN CATEGORY AND WIND SPEED BRACING METHOD HEIGHT OF BRACED WALL PANEL a FT. 9 FT. 10 FT. II FT. 12 FT. SDC D -I AND 0-2 WIND SPEED MINIMUM BREATHED LENGTH 2' - 8" 2' - 8" 2' - 10" NP NP ( 110 MPH R&O2 10.3.2, ITEM I HOLD-DOWN 1800 1800 ISOO NP NP I R602 10.3.2, ITEM 2 HOLD-DOWN 3000 3000 3000 NP NP USING CONTINUOUSLY SHEATHED METHOD GENERAL REQUIREMENTS: GLAZING: R-308.4 TEMPERED GLASS REQUIRED: GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT WHERE THE BOTTOM EDGE IS LESS THAN 18' ABOVE THE FLOOR: VERTICLE EDGE IS WITHIN 24" ARO OF ANY DOOR IN A CLOSED POSITION, GLAZING SHALL BE SAFETY GLASS. FIRE DOORS: R-305.1.1 DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOOD NOT LE55 THAN 13/8" THICK SOLID, OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8' THICK OR 20 MIN. FIRE RATED DOOR, TYPICAL I HOUR FIRERATED WALL: R-302,5 5/8" TYPE 'X' FIRERATED DRYWALL TAPED 4 SANDED 2(6 STUDS • I6' O.O. 5/9" TYPE 'X' FIRERATED DRYWALL TAPED 4 SANDED EMERGENCY ESCAPE 4 RESCUE OPENINGS R-310 EMERGENCY EGRESS OPENINGS: EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RE61-UE THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR, ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM CLEAR OPENING OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES, THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. ELECTRICAL REQUIREMENTS: ALL ELECTRICAL WIRING SHALL CONFORM TO THE GENERAL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE NEC) AND THOSE CODES AND REGULATIONS ADOPTED BY THE STATE OF OREGON. NEC 210.I2(A) ARC -FAULT CIRCUIT PROTECTION. REQUIRED FOR ALL OUTLETS. *XCEPT GFCI CIRCUITS, HALLWAYS, KITCHENS OR LAUNDRY AREAS. NEC 210.12: ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALL BEDROOM OUTLETS. NEC 406.12: TAMPER RESISTANT RECEPTACLES ARE REQUIRED AT ALL LOCATIONS. NEC 406.8: ALL OUTSIDE RECEPTACLES MUST BE "WR" RATED (WEATHER RESISTANT) NEC 410.10(A) ALL LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST BE RATED FOR 'WET LOCATIONS". KITCHEN, BATH, GARAGE, LAUNDRY AND EXTERIOR RECEPTIOALS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION IN ACCORDANCE WITH NEC 210.8 NIIOT ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES ON THE BUILDING SHALL CONTAIN HIGH EFFICIENCY LAMPS. EXCEPT (2) TWO. SCREW-IN COMPACT FLURESOENT AND LED LAMPS COMPLY WITH THIS REQUIREMENT. EFFICIENCY LAMPS. (MIMIMUM 40 LUMENS PER WATT). HEATING ELEMENTS AND/OR SWITCHES FOR GAS APPLIANCES SHALL BE ELEVATED IB INCHES ABOVE THE FLOOR, FUEL BURNING EQUIPMENT SHALL BE PROVIDED WITH A SUPPLY OF AIR FOR FUEL COMBUSTION ONE OPENING WITHIN 12" OF THE TOP AND BOTTOM. SMOKE/CARBON MONOXIDE ALARMS R-314, R-315 EFFECTIVE APRIL I, 2011, SMOKE/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS. LANDINGS: R-311.8.1 PROVIDE A MINIMUM 3'X 3' LANDING ON EACH SIDE OF EGRESS DOOR, NOT MORE THAN 1 IR" LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: LANDING AT EXTERIOR OF EXTERIOR DOORWAY NO MORE THAN S" BELOW THE TOP OF THRESHOLD. R -31i.1 NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 6" OF FINISH GRADE G-2419.4 SEDIMENT TRAP REQUIRED FOR GAS ZERO CLEARANCE FIREPLACES. IMPORTANT NOTICE PRIOR TO INSTALLING MATERIALS IT IS THE OWMER'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VARIFY THAT THE MOISTURE CONTENT ON ALL CAVITIES OR SURFACES ARE AT APPROPRIATE LEVELS PER PRODUCT MANUFACTURER'S INSTALLATION STANDARDS OR OTHER RECOGNIZED INDUSTRY STANDARDS. ELECTRICAL COUNT SYMBOL catling dish round 4 exterior light 2 3 LU chandelier I° H pot Tight 3 0 wall mount 2 1 Ell Meter Box I ll�l EXHAUST FAN I W WALL MOUNT HVAC I outlet 14 outlet 220v 3 db outlet cgfi 5 u smoke 4 co alarm I B smoke detector I switch 6 $ switch 3 way S $3 TYPICAL 2x4 WALL: 1/2' DRYWALL TAPED 4 SANDED 2x4 STUDS a 16" O.O. In' DRYWALL FI -H TAPED 1 BANDED TYPICAL 2x6 SIDING EXTERIOR WALL: HARDIBOARD LAP/T-1-11 VERT. SIDING 1/16" PLYWOOD SHEATHING 2x6 STUDS s 16" O.O. R21 BATT INSULATION x1063 TYVEK DRAIN WRAP 1/2" DRYWALL TAPED 4 SANDED FRAMING FLAN SCALE: 1/8" = 11-0II 'Q Q � A � i Q --- --- --� -- - - - - - - R 11 CS -16F a r O LINEN U Q 4 Y1 x Ellr r1, I r _ MIN. 22"X30' / E LIVING ---� REFRIG Y IT/`L1CA1 DRAWING 4OF4 3. .. SWBP 5'-O" x 4'-0" 5'-0" x 4'-0' C646d) COVERED PORCHo w r r 5-1 4x8 DF x1 B -I 4> 0 DF1 x1 1 4x8 DFL -I u� MINIMUM 4X4 PT I POST MINIMUM 4X t PT DPI POST V W _a It d) RETE m 0 w4m°n4 0) Z Q m a �°_� LL J J 7 `c p 1 = IU 0 z Yc`OL�J QaQ B � tuu n 8 LU 9 �: II 9i it H 1 CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED U% n H 0 ll�l Q 25--0'• W tt > z.1 CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2020 EDITION. w FLOOR PLAN u SPECIAL NOTE: 2020 WALL BRACING CODE PROVISIONS OF THE Q ,l-1 U_ (ORSC) 2020 CHAPTER 6 SHALL ALSO BE AN OPTION U_ SCALE: 1/411 = 11-011 O LU U w THE 2020 OREGON ELECTRICAL SPECIALITY CODE AMENDMENTS z � SQUARE FOOTAGE: N O LU3 LIVING AREA: 500 SQ,FT. COVERED AREA: 125 SQ.FT, 4 m TOTAL STRUCTURE: 625 SQ.FT. STOOP 4 N rc Q a Q Z w w (QL WA L MOUNTED wLU LU L�lU -MINI WLIT SYSTr 1 xx WEX TER/AC UNI in Z w O _ oWaar� A �a�iu� : : 3 z O I daS�wWf N_ nidg 3. .. SWBP 5'-O" x 4'-0" 5'-0" x 4'-0' C646d) COVERED PORCHo w r r 5-1 4x8 DF x1 B -I 4> 0 DF1 x1 1 4x8 DFL -I u� MINIMUM 4X4 PT I POST MINIMUM 4X t PT DPI POST V W _a It d) RETE m 0 w4m°n4 0) Z Q m a �°_� LL J J 7 `c p 1 = IU 0 z Yc`OL�J QaQ B � tuu n LU 9 �: II 9i it H 1 CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED U% n H 0 ll�l Q 25--0'• W tt > z.1 CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2020 EDITION. FLOOR PLAN SPECIAL NOTE: 2020 WALL BRACING CODE PROVISIONS OF THE Q ,l-1 U_ (ORSC) 2020 CHAPTER 6 SHALL ALSO BE AN OPTION U_ SCALE: 1/411 = 11-011 O LU U w THE 2020 OREGON ELECTRICAL SPECIALITY CODE AMENDMENTS z � SQUARE FOOTAGE: N O LU3 LIVING AREA: 500 SQ,FT. COVERED AREA: 125 SQ.FT, 4 TOTAL STRUCTURE: 625 SQ.FT. NOTICE: CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED U% n H 0 CODES AND REGULATIONS AS ENFORCED BY THE GOVERNING Q W JURISDICTION, NAMELY THE 2020 OREGON RESIDENTIAL SPECIALTY > d) CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2020 EDITION. 00 SPECIAL NOTE: 2020 WALL BRACING CODE PROVISIONS OF THE Q Q U (ORSC) 2020 CHAPTER 6 SHALL ALSO BE AN OPTION U_ TO THIS STRUCTURE. FOR ONE AND TWO FAMILY DWELLINGS LU U w THE 2020 OREGON ELECTRICAL SPECIALITY CODE AMENDMENTS AND THE 2020 OREGON PLUMBING SPECIALITY CODE SHALL APPLY. LU3