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Plan, Tentative APPLICANT 11/17/2022
i uj IWIULU 1 01 FINISHED GRADE a s n e n s e n a n n e e e 5/4" X 4" VERTICAL SIDING CORNER BOARD LEFT ELEVATION 1lAll ASPHALT SHINGLES 7 FINISHED GRADE e e e n e e e e a e e e e n• 5/4" X 4" VERTICAL SIDING CORNER BOARD REAR ELEVATION SCALE: 1/411 1'-0 li DRAWING 4OF1 0 z° ASPHALT SHINGLES W !! N !1i � W � Q d) L1 4 Z � W —_ -- 5/4" X 4" i CORNER BOARDd)U N hC WMaaW++� loomWIYC�IMU 71. O W � 4 8 1/4" HARDI w/1" R EAL o� W IL U} N HHHH Oao� e e e e s e. FINISHED GRADE Z W :3 z m FRONT ELEVATION r _� SCALE: 1/411 �1L �}p=W 111 fa ra O 1 ASPHALT SHINGLES '^ O Z V O 444 12 CD T UJ! CD e s e •. e. n n e n e e n e e n n n e FINISHED GRADE 5/4" X 4" VERTICAL SIDING - CORNER BOARD RIGHT ELEVATION r ll 11Z SCALE: 1/4= 1-O 1 ,4 tsl � Lu U z � d U w U � 73 Q DRAWING F or- - ENGINEERED MANUFACTURED TRUSSES • 24" ON CENTER SEE ENGINEERED TRUSS DATA SHEETS A -------- { FRAMED ROOF (SEE ROOF PLAN FOR DETAILS) OR FOR ADDITIONAL INFORMATION. ' r � ENGINEERED MANUFACTURED TRUSSES * 24" O.G. 301-0" 2"X 6"OR 8" FASCIA $D.' R OPTIONS: ARCHITECTURAL 80 COMP, SHINGLES OR I"X 8" FASCIA BD WITH OR SEAL TAB COMP. SHINGLES -- , ___GS-WSF'---------------------- -----'CSWep L 2X4 STUD WALL OVER _z LOW POINT DRAIN 6" X 12" FOOTING F 3" PVC RAINDRAINS 6 MILL VAPOR BARRIER cry TO STREET FOOTING DRAIN IF jo REQUIRED TO CURB (2) 04 CONTINUOUS REINFORCEMENT I&" DEEP X 12" WIDE FOOTINGS 18" MINIMUM UNDERFLOOR CLEARANCE FROM WITH I&" STEMWALLS OR A8 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 ENGINEERED MANUFACTURED 2X6 RAFTER 2-2X6 ATTIC HATCH FRAME 3 LAYERS 1 1/2" RIGID INSULATION GLUED TOGETHER hAAAAnnn1 I I n nnnnnl EASING —J 1 1 1 1X2 STOP 1/2" DRESSED ONE SIDE PLYWOOD ATTIC HATCH R -4S BATT INSULATION 5/8" DRYWALL O POLY VAPOR BARRIER ATTIC WATCH 015 LB. ROOFING FELT SIMPSON H2.5 CUP V — ' ' O CONT. GUTTER ON 5056 IN UPPER ROOF OR 1/150TH IN UPPER ROOF IMPSON CCI" POST BASE ' ONE WITHIN 3OF EACH CORNER, 8d NAIL AT 12" O.G. ON ALL z TYPICAL TRUSS ROOF FASCIA BOARD AND EACH TRUSS i , 1/2" PLYWOOD SHEATHING 3" DOWNSPOUTS UTS - 30 YEAR ARCH TAB COMP ROOFING CONCRETE FOOTINGS c/w TYPICAL 2x6 WALL: OR 1116"085 APA RATED TO a - 1/16" ROOFING PLYWOOD C/W —---------.------—---------.----2 — ------------;cJ�j�'--------------.-------------.-------+ 1/2" DRYWAU_ BEAM AS NOTED ON PLANS, t- --- -- ,. - -- -- -- -----------------------------------------------------------------; i 'H' CLIPS SHEATHING o 04 oL o DFL•I 4X8 OR EQUAL TAPED 4 SANDED FOR BCI 6000 FLOOR JOISTS • 16" TO 24" OC. ' SIMPSON POST CAP e 16d NAIL'AT 12" O. 1 I I !r i IB ' IBWP ' 4 ' , AND EACH POST (a) OUTSIDE - PRE-ENGINEERED TRUSSES 24" c.a. _O , , 1/2" DRYWALL TYPICAL 2x4 WALL: e 6 a. :m-�,,j �L =_ + COVER WITH 6 MILL BARRIER � s i / i •, - 2x4 TRUSS BRACING ROOF VENTILATION: PROVIDE ROOF VENTILATION MIN. R-49 INSULATION TAPED 4 SANDED 1/2" DRYWALL z i °l J tT I I I , ACCESSIBLE L. NDERFLOOR TO ALL AREAS SHALL BE ' - R49 BATT INSULATION PROVIDED WI jW AN 18"X24" ACCESS CRAWL HOLE. TAPED 4 SANDED AS PER SECTION OF THE ORSC (2021) MIL. VAPOR MINIMUM 4X4 PT POSTS - 6 MIL POLY Y.B. 12 i 2x4 STUDS * 16" o.c. OR 6"X 6" PT POST TO THE i EXPOSED GROUND IN THE CRAWL SPACE ' - 5/8" CEILING BOARD SIMPSON H CLIP ' 1/2" DRYWALL 4. 2" DRY SAND FOR TRUSSES , TAPED 4 SANDED a-- v� ----------------------------------- COMPACTED CRUSHED ROCK APPLICATION ONLY. ---CS-WSP--------------------------------------------------- T-------- ------------- CS-IUSP- 4" CONCRETE PORfW , , , 24X24XI2 CONCRETE PAD 24X24X12 CONCRETE PAD Wi123-M4 EACH WAY � W/(2)-•4 EACH .WAY 7-F , 101-0" 10'-0" 101 -oil r , 301-0" F AAA CONT. GUTTER m TAPED 4 SANDED , ON FASCIA B ALL EXTERIOR WINDOWS AND DOORS TO HAVE , 3 MIN. 4X12 HEADERS OR EQUAL, OR AS NOTED ON THE PLANS. w O MINIMUM 4X4 PT DF•1 POST THICKENED EDGE FOOTING T 4 I - i *' Q OPTIONS FOR PORCH 4" CONCRETE PORCH /� TYPICAL 2x6 SIDING EXTERIOR WALL: C4 6X6 PT DF•I POST FOR PATIOI6 AND PORCHES COYER SLAB W/14" X S" CONTINUOUS ( CLOSED SOFFI FOOTING 12" BELOW GRADE ; OPTIONAL • p" OR 24 11 O.G. 2X6 STUDS 02 OR BETTER, Ir SIMPSON POST BASE 4" CONCRETE SLAB FLOOR Ili. i , OR AS NOTED ON PLANS AND EACH POST OR MONOTHIG SLAB FTG, MEMBERS AT PANEL EDGES AND 12" WITH TABLE 8602 3(1), Lu ' Z 4 c(� -1/16" PLYWOOD SNEATHMG , HARDIPLANK LAP SIDING 1/2" DRYWALL/SHEETROCK Y O � } PVC RAINDRAINS =N a ° ":: '• 2x6 STUDS • 16" O.G. R21 BATT INSULATION V APPROVED TYYEK 010633" TO STREET OR 01064 DRAIN WRAP I FOOTING DRAIN IF 4 � REQUIRED TO CURB, _ 4 112° OR 71/16° OSB 24X24X12 CONCRETE PAD 4" TO 6" COMPACTED FILL O ' RATED SHEATHING MIN.. R-21 INSULATION IN WALLS Wr(2)-04 EACH WAY UNDISTURBED NATIVE SOIL W/M1N, •1363 TYVEK DRAIN WRAP WO PSI SOIL PRESSURE. ANCHOR BOLTS AS 3/4" MINUS GRAVEL (U-04 HORIZ. REINF. MINIMUM 3/4" OSB PLYWOOD SUB -FLOOR s 6" DEEP ' OR 1/8" GOLD EDGE FLOOR PANELS WITHIN THE TOP 12 1/2" DRYWALL STEEL U -PIA PER MANUFACTURER OF STEMWALL. 9 1/2" BCI -6000 1.1 FLOOR JOISTS * 16", 19.2" OR 24" O.C. COVERED PORCH (TYF,) 1/2"X10" ANCHOR BOLTS MIN. R-30 INSULATION IN FLOORS * 6'O,G.,12" FROM CORNERS TAPED 4 SANDED EMBEDDED 1" INTO CONCRETE FELT BETWEEN JOIST 4 STEMWALL - R-311.1 NO WOOD SIDING, SHEATHING Q OR WALL FRAMING WITHIN 6" OF FINISH �Q GRADE OR 2" FROM CONCRETE. 2X4 STUD WALL OVER _z LOW POINT DRAIN 6" X 12" FOOTING F 3" PVC RAINDRAINS 6 MILL VAPOR BARRIER cry TO STREET FOOTING DRAIN IF jo REQUIRED TO CURB (2) 04 CONTINUOUS REINFORCEMENT I&" DEEP X 12" WIDE FOOTINGS 18" MINIMUM UNDERFLOOR CLEARANCE FROM WITH I&" STEMWALLS OR A8 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 ENGINEERED MANUFACTURED 2X6 RAFTER 2-2X6 ATTIC HATCH FRAME 3 LAYERS 1 1/2" RIGID INSULATION GLUED TOGETHER hAAAAnnn1 I I n nnnnnl EASING —J 1 1 1 1X2 STOP 1/2" DRESSED ONE SIDE PLYWOOD ATTIC HATCH R -4S BATT INSULATION 5/8" DRYWALL O POLY VAPOR BARRIER ATTIC WATCH AS NOTA ON PLANE BUILDING SECTION PAP FOOTING SCALE: 114 11.011 TRUSSES • 24" ON CENTER. ATTIC VENTS: 1/300TH OF AREA, 50% IN EAVES V , , ' O SEE ENGINEERED TRUSS DATA SHEETS 5056 IN UPPER ROOF OR 1/150TH IN UPPER ROOF IMPSON CCI" POST BASE ' ONE WITHIN 3OF EACH CORNER, 8d NAIL AT 12" O.G. ON ALL z TYPICAL TRUSS ROOF FOR ADDITIONAL INFORMATION. I , 1 WOOD STRUCTURAL PANEL - 30 YEAR ARCH TAB COMP ROOFING CONCRETE FOOTINGS c/w TYPICAL 2x6 WALL: 5/8" BOLTS (4) PER POST BASE (2)04 CONTINUOUS i a - 1/16" ROOFING PLYWOOD C/W —---------.------—---------.----2 — ------------;cJ�j�'--------------.-------------.-------+ 1/2" DRYWAU_ t- --- -- ,. - -- -- -- -----------------------------------------------------------------; 'H' CLIPS o 04 oL o FOR 2"X44" SUPPORT PARTITION/PONY WALL ' TAPED 4 SANDED FOR BCI 6000 FLOOR JOISTS • 16" TO 24" OC. ' - 2x6 BLOCKING AT PEAK e 16d NAIL'AT 12" O. 1 I I !r 2x6 STUDS • I6" o.c. IB ' IBWP ' 4 ' , ' (a) OUTSIDE - PRE-ENGINEERED TRUSSES 24" c.a. , 1/2" DRYWALL TYPICAL 2x4 WALL: e 6 a. :m-�,,j �L =_ + COVER WITH 6 MILL BARRIER � s i / i •, - 2x4 TRUSS BRACING ---- I i TAPED 4 SANDED 1/2" DRYWALL z i °l J tT I I I , ACCESSIBLE L. NDERFLOOR TO ALL AREAS SHALL BE ' - R49 BATT INSULATION PROVIDED WI jW AN 18"X24" ACCESS CRAWL HOLE. TAPED 4 SANDED HORIZONTAL MIL. VAPOR BARRIER - 6 MIL POLY Y.B. 12 e 2x4 STUDS * 16" o.c. TO THE i EXPOSED GROUND IN THE CRAWL SPACE ' - 5/8" CEILING BOARD Tj ' 1/2" DRYWALL 4. 2" DRY SAND GYPSUM WALL BOARD INSTALLED IN , TAPED 4 SANDED a-- v� ----------------------------------- COMPACTED CRUSHED ROCK o ---CS-WSP--------------------------------------------------- T-------- ------------- CS-IUSP- 4" CONCRETE PORfW , , , 24X24XI2 CONCRETE PAD 24X24X12 CONCRETE PAD Wi123-M4 EACH WAY � W/(2)-•4 EACH .WAY 7-F , 101-0" 10'-0" 101 -oil r , 301-0" F AAA m TAPED 4 SANDED , Z 3 w O MINIMUM 4X4 PT DF•1 POST THICKENED EDGE FOOTING 4 a *' ' ®� /� TYPICAL 2x6 SIDING EXTERIOR WALL: 6X6 PT DF•I POST FOR PATIOI6 AND PORCHES COYER PORCH ( � IY 15ATH Sd NAIL At 6 O.C. ON ALL FRAMING INSTALLED IN ACCORDANCE HARDIPLANK LAP/T-1-11 VERT. SIDING Ili. OR AS NOTED ON PLANS MEMBERS AT PANEL EDGES AND 12" WITH TABLE 8602 3(1), Lu Z O.G. ON ALL FRAMING MEMBERS NOT c(� -1/16" PLYWOOD SNEATHMG AT PANEL EDGES. Y O � } O 2x6 STUDS • 16" O.G. R21 BATT INSULATION V I � b INSIDE (b) I CORNER DETAIL ' •1363 TYVEK DRAIN WRAP ANCHOR BOLTS AS 1/2" DRYWALL STEEL U -PIA PER MANUFACTURER TAPED 4 SANDED 4 >i k 41 "X8"X8" PEDISTAL r op FINISHED GRADE .. .. a • FINISHED GRADE 24X24XI2 CONCRETE PAD o e e .• e o o o _ ° ' r `EACH n' fes• 3 WAY -I STORY WAV -04 EACH WAY,� 1 1/2 -STORY: 15' WIDE x l DEEP „ „ 12 WIDE X 6 DEEP FOOTINGS W/(2)-04 CONT. IS MINIMUM UNDERFLOOR CLEARANCE FROM > n `� ` " EACH WAY STORY CONCRETE FOOTINGS c1w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF A WOOD STRUCTURAL FLOOR r y e'� OR AS NOTED ON PLANS (2)04 CONTINUOUS FOR BCI 5000/6000 FLOOR JOISTS * 16" TO 24" OC. TO THE EXPOSED GROUND IN THE CRAWL SPACE R-319.1 PROTECTION AGAINST DECAY AS NOTA ON PLANE BUILDING SECTION PAP FOOTING SCALE: 114 11.011 , , - � --- --- --- ---{d------ -- ---- -- - -_ - --_:-I --- -- ----- -- - - - --- - -a - - - --- --- -- - - � V , , ' O FOUNDATION VENTS REQUIRED WITH IMPSON CCI" POST BASE ' ONE WITHIN 3OF EACH CORNER, 8d NAIL AT 12" O.G. ON ALL z ;e FOUNDATION PLAN I , 1 WOOD STRUCTURAL PANEL 1-6TORY: 12" WIDE x 6" DEEP, CONCRETE FOOTINGS c/w e 5/8" BOLTS (4) PER POST BASE (2)04 CONTINUOUS i a —---------.------—---------.----2 — ------------;cJ�j�'--------------.-------------.-------+ . t- --- -- ,. - -- -- -- -----------------------------------------------------------------; „ ,i r 12 WIDE rX 6 DEEP FOOTINGS W/(2) -R4 CONT. , o 04 oL o FOR 2"X44" SUPPORT PARTITION/PONY WALL ' FOR BCI 6000 FLOOR JOISTS • 16" TO 24" OC. ' , i I I I I I e 16d NAIL'AT 12" O. 1 I I !r GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 1m IB ' IBWP ' 4 ' , ' (a) OUTSIDE CORNER DET IL , i I I1 I I L - - J `e %i GRADE AND SLOPE TO DRAIN e 6 a. :m-�,,j �L =_ + COVER WITH 6 MILL BARRIER � s i / i •, ---- I i FF _ --- T _— ___r _—_—_------2r w----------------J_------------------------------------ z i °l J tT I I I , ACCESSIBLE L. NDERFLOOR TO ALL AREAS SHALL BE ' PROVIDED WI jW AN 18"X24" ACCESS CRAWL HOLE. HORIZONTAL MIL. VAPOR BARRIER ' I 1 I I t8" M14 111-1 UNDERFLOOR CLEARANCE FROM ' e THE BOTTOM OF A WOOD STRUCTURAL FLOOR r TO THE i EXPOSED GROUND IN THE CRAWL SPACE ' I I I I I R-319.1 eROTECTION AGAINST DECAY i ' ' f 4. 2" DRY SAND GYPSUM WALL BOARD INSTALLED IN , - - --- -� --------� ------ ----------v ----- a-- v� ----------------------------------- COMPACTED CRUSHED ROCK o ---CS-WSP--------------------------------------------------- T-------- ------------- CS-IUSP- 4" CONCRETE PORfW , , , 24X24XI2 CONCRETE PAD 24X24X12 CONCRETE PAD Wi123-M4 EACH WAY � W/(2)-•4 EACH .WAY 7-F , 101-0" 10'-0" 101 -oil r , 301-0" F , , z° V ' O , IMPSON CCI" POST BASE 8d NAIL AT 6" O.G. 8d NAIL AT 12" O.G. ON ALL z , FOUNDATION PLAN I , 1 WOOD STRUCTURAL PANEL SCALE: 1/4" _ 11-0II o 5/8" BOLTS (4) PER POST BASE a WITH TABLE 8602 3(1). o 04 oL o r � , 16d NAIL'AT 12" O. GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 1m ' (a) OUTSIDE CORNER DET IL , REBAR (� QC � s i / i •, z i ° s > ° '> 1J! HORIZONTAL MIL. VAPOR BARRIER ' jJl ' 4. 2" DRY SAND GYPSUM WALL BOARD INSTALLED IN , cp COMPACTED CRUSHED ROCK ACCORDANCE WITH CHAPTER 1 8 , 1 ' m ,. , Z 3 w O w- THICKENED EDGE FOOTING 4 a FOR PATIOI6 AND PORCHES 16d NAIL AT 24" O.C.— WOOD STR,ICTURAL PANEL 1 4 A --------' ' O PRESeURE TREATED DPh POST IMPSON CCI" POST BASE 8d NAIL AT 6" O.G. 8d NAIL AT 12" O.G. ON ALL z FOUNDATION PLAN I (ALL PANEL EDGE 1 WOOD STRUCTURAL PANEL SCALE: 1/4" _ 11-0II Z 5/8" BOLTS (4) PER POST BASE a WITH TABLE 8602 3(1). o 04 oL o z 16d NAIL'AT 12" O. GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 1m ' (a) OUTSIDE CORNER DET IL REBAR (� � s i / i •, z ° s > ° '> TYPICAL 6X6 POST O PRESeURE TREATED DPh POST IMPSON CCI" POST BASE 8d NAIL AT 6" O.G. 8d NAIL AT 12" O.G. ON ALL I (ALL PANEL EDGE FRAMING MEMBERS NOT AT WOOD STRUCTURAL PANEL 5/8" BOLTS (4) PER POST BASE PANEL EDGES. INSTALLED IN ACCORDANCE WITH TABLE 8602 3(1). o 04 oL o CONC. 8 WITH 6X6 10 - to WWM ' (a) OUTSIDE CORNER DET IL REBAR � s i / i •, TOP 4BOTTOM I'-6'0 C. MAXIMUM ° s > ° '> HORIZONTAL MIL. VAPOR BARRIER 4. 2" DRY SAND GYPSUM WALL BOARD INSTALLED IN COMPACTED CRUSHED ROCK ACCORDANCE WITH CHAPTER 1 1 Z O SLAB 4 THICKENED EDGE FOOTING FOR PATIOI6 AND PORCHES 16d NAIL AT 24" O.C.— WOOD STR,ICTURAL PANEL Sd NAIL At 6 O.C. ON ALL FRAMING INSTALLED IN ACCORDANCE Ili. MEMBERS AT PANEL EDGES AND 12" WITH TABLE 8602 3(1), Lu Z O.G. ON ALL FRAMING MEMBERS NOT c(� AT PANEL EDGES. z O � } V I � b INSIDE (b) I CORNER DETAIL TYPICAL 2x4 WALL: 1/2" DRYWALL TAPED 4 SANDED 2x4 STUDS • 16" ox - 1/2" DRYWALL TAPED t SANDED TYPICAL 2x6 WALL: 1/2" DRYWALL TAPED s SANDED 2x6 STUDS • 16" o.c. 1/2" DRYWALL TAPED t SANDED TYPICAL 2x6 SIDING EXTERIOR WALL: NARDIPLANK LAP/T-1-11 VERT, SIDING 1/16" PLYWOOD SHEATHING 2x6 STUDS • 16" o.e. R21 BATT INSULATION +1063 TYVEK DRAIN WRAP 1/2" DRYWALL LTAPED t SANDED — — - --- FRAMING FRA ING F SCALE: 1/6" = 1'-0" ATTIC VENTS: i/300TH OF AREA, 50% IN EAVES 50% IN UPPER ROOF OR I/150TH IN UPPER ROOF ENGINEERED MANUFACTURED TRUSSES • 241, ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. TYPICAL TRUSS ROOF - 30 YEAR ARCH TAS COMP ROOFING - 1/16" ROOFING PLYWOOD CAU •N' CLIPS - 2x6 BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES • 24" o.e. - 2x4 TRUSS BRACING - R49 BATT INSULATION - 6 MIL POLY V.B. -5/al CEILING BOARD TAPED t SANDED ROOF FRAMING PLAN. SCALE: ELECTRICAL COUNT SYMOOL ceiling dish round 4 ceiling dish square 2 101 chandelier i , of I i ht � g 3 0 EXHAUST FAN 2 � outlet 21 outlet 220v 2 outlet gf i smoke t co alarm 1 6i smoke detector 2 eia switch $ switch 3 way $3 1 1 , 1 12 1 i 1 1 12 . . . . . . . . . . . . . . . 6 . . . ENGINEERED MANUFACTURED TRUSSES • 241, ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. TYPICAL TRUSS ROOF - 30 YEAR ARCH TAS COMP ROOFING - 1/16" ROOFING PLYWOOD CAU •N' CLIPS - 2x6 BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES • 24" o.e. - 2x4 TRUSS BRACING - R49 BATT INSULATION - 6 MIL POLY V.B. -5/al CEILING BOARD TAPED t SANDED ROOF FRAMING PLAN. SCALE: ELECTRICAL COUNT SYMOOL ceiling dish round 4 ceiling dish square 2 101 chandelier i , of I i ht � g 3 0 EXHAUST FAN 2 � outlet 21 outlet 220v 2 outlet gf i smoke t co alarm 1 6i smoke detector 2 eia switch $ switch 3 way $3 LEGEND CS-WSP: CONTINUOUS SHEATHINGS WOOD STRUCTURAL PANEL CS -PF: CONTINUOUSLY SHEATHED PORTAL FRAMED 8602.10.4.2: CONTINUOUS SHEATHING METHODS REQUIRED STRUCTURAL WOOD PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONESIDEOF A BRACED WALL LINES. INCLUDING ABOVE AND BELOW OPENINGS AND GABLE END WALLS, CS-WSP: WOOD STRUCTURAL PANEL: UP TO 1/2 INCH PANELING: &d COMMON (2-1/2" X 0.131") NAILS AT 6" SPACING (PANEL EDGES) AND AT 12" SPACING (INTERMEDIATE SUPPORTS) OR 16 GA. X 13/4 STAPLES AT 3" SPACING (PANEL EDGES) AND 6" SPACING (INTERMEDIATE SUPPORTS). PER SECTION R602.10.4 4 TABLE Rro02.1,4.1 WSP = WOOD STRUCTURAL PANEL CS -G = CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL ADJACENT TO GARAGE DOOR OPENING 4:1 HEIGHT -TO -LENGTH RATIO, ABW = ALTERNATE BRACE WALL R602,10.3.2 BP - BRACE PANEL MINIMUM: 48" IBWP = INTERIOR BRACE WALL PANEL HPS = HARDBOARD PANEL SIDING PFH = INTERMITTENT PORTAL FRAME R602,10,3.3 PFG = INTERMITTENT PORTAL FRAME AT GARAGE, R602,10,3,4 OHD = OVER HEAD DOOR VTO = VENT TO OUTSIDE DW - DISHWASHER REFRiG = REFRIGERATOR MICRO = MICROWAVE OVEN W. = WASHER D. = DRYER W/H - WATER HEATER FURN. - FURNACE, GAS/ELECTRIC DRAWING 60FI 0 �i A--------, z a 1 12'-216 10 , CS-U)SP 5'-0" x 4`-0" 3.-6" x i'-4" V -O" x 4'-0" Cg-UJSP m } # * d B�RoaM � B�DRooM 2 00, !il , itl Z W _ Q BATT --I 1 cnW e 1' 11 r 1 � pprr W -4 3 -4" 6 -61�sn w Q m i tl 4" - W Z 6-0 �� �� , 4'-0" W V J N �� �, QQLp � pdpF� n = _ +-d zUiu - IBU1F' �14 ACCESS MIN. 'P2" X 30" IBWP N z H N ' -- N 1 inti pu�� { REFRIG STAG , Ra " WIN 1 �n 4'-0" s_ IO' -6k2 " 1-4 11 1 14'-1" r U 1t r- 0� x�� N 4 KiTCWEN @-CIA ,Z _ ,a� ; • ; ENTRY LIVING ROOMa a 1 1 1 M Q } u- r-` 1 - p :r LU m " o AI--Z a PANTR , W Y 1 ac VS 6'-0„ x 5' -VII 6'-0" x 5'-O"bvvCS4jjSP Q COVERED FOR, Ci -1 � Q � z lu , 1 B-1 4X8 DFL+�—M-p-_ - _ - - 5-1 4X8 DF •i BEAM - 5-1 - ------------------ r DFLO1 BEAM 0 -- --- --- ------i--- -- - -- --------------- r MINIMUM 4X4 OST MINIM M 4X4 PT DF+1 P087 u- 1 � O - 10'-011 101.011 10'-0" 1 � O 6'-6" 8�-611 81,1 6111 � M 30'-0" —� lJ 1 1 A ---- ED RPLAN-#795- ADU F �a SCALE: 1/411 1'-0" U - SQUARE FOOTAGE: LIVING AREA: 1215 5Q,FT. COVERED AREA: 180 SQ FT. Z _O P Z U } 0 �w ":3 o� 0 CHAPTER I1 -ENERGY EFFICIENCY PRESCRIPTIVE ENVELOPE REQUIRE'1ENTSa : TABLE N1101.1 (1) BOLDING COMPONENTS STANDARD BASE CASE .REQUIRED PERFORMANCE ` EQUIV. VALUE"' WALL INSULATIOK ABOVE GRADE U-0,059 R-21 Irrtsrmediate WALL INSULATION, OW GRADE U-0.063 R -15/R-21 FLAT CEILINGS U-0.021 R-49 VAULTED CEILINGS U-0.033 R-30 Rafter or R -30S-1 SclSeor Trude (LBS PER U-0.033 R-30 -UROOPLOOR SLA13 FLOOR EDGE PERIMETER HEATED SLAP INTERIOR WINDOW GLASS F-0.520 n/a U80<30 R-15 R-10 U•O.30 WINDOW AREA LIMITATION n/a n/a SKYLIG-ITB U•0.50 UA -50 EXTERIOR DOORS, m U■0,20 UwO,20 EXTERIOR DOORVI> 2.5 S.F. GLAZING U•0•40 U-0.40 FORCED AIR DUCT INSULATION n/a R-8 FOR ALL OTHER ENVELOPE ENHANCEMENT MEASURES PLEASE REFER TO OREGON RESIDENTIAL SPEC.f t y' CODE, CHAPTER 11, ENERGY EFFICIENCY, A. R-VAWES ARE tllldMMS, U -FACTORS AND SHGC ARE MAXIM S, R- Z1 SHALL BE PERMITTED TO BE 00IMPASSSEV INTO A 2X6 4AVITY. - 5. THE I►TION u-FACIOR COLUMN EXCLUD' 01-0001polu-TS. TIE SWGC COLUMN APPLIES_ � ..,. TO ALL 1101100 - FENESTRATIONI C. THE FIRST R -VALUE APPLIES TO CONTINUES INSULATION, THE SECOND TO FRAMING CAVITY INSULATION, EITHER METHOD MEETS THE REQUIREMENT, D. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUE FOR HEATED SLABS. E. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-21 MINIMUM. F. "13+5 MEAS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF 6CT1 SHEATHING (OSIERS 25 PERCENT OR LESS OF THE EXTERIOR, INSULATING, NG 16 NOT REQUID WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25 PERCENT OF EXTERIOR, STRUCTURAL SHEATHING SHALL BE SUPPLEMENTED WITH INSATED SHEATHING OF AT LEAST R-2, A HIC DESIGN CRITERIA TA R301,2 +�f ) CLIMATIC AND GEOGR P FLOOR LIVE ROOF SNOW WIND SEISMIC SUBJECT TO 'SUBJECT TO LOAD LOAD PRESSURE CONDITION DAMAGE FROM DAMAGE FROM ELEVATIONS FROST FOUNDATION PLAN, BUILDING SECTION -A, 4 DETAILS ,6 (LBS PER (LBS PER (LBS PER B1' SQ. FT,) SQ, FT,) SQ. FT.) ZONE WEATHERING LINE DEPTH TERMITE DECAY 0 5 16 o. MODERATE &I MODERATE SLIGHT INDEX OF DRAWINGS SHEET NO. DESCRIPTION — - l., -` g � 6 0 o p, 3 I COVER SHEET 2 SITE PLAN, --.._ 1 0?" 1 3 GENERAL NOT ;a d ELEVATIONS 5 FOUNDATION PLAN, BUILDING SECTION -A, 4 DETAILS ,6 FLOOR WIELECTRICAL, LAMING, ROOF PLANS IBRACE WALL DETAIL. �3�aE UZI Z r L }ii U � Q %Y - > AW V Q Q CONTACT INFORMATION* 5AR5ARA 5ALCOM = 2016 °J" STREET � m� SPRINGFIELD, OR 91411 N �o 1841)-821-4232 �� o � 8t D Q DRAWING 30r" GENERAL STRUCTURAL NOTES CODE: ELECTRICAL NOTES DOOR 4 WINDOW NOTES � A. All materials and workmanship shall conform to the requirements of 0 the State of Oregon t Oregon Residential Specialty Code 1. LIGHTS IN CLOSETS TO MEET ORSC E4003.12 I. BEDROOM WINDOW SILLS FINISHED MUST BE WITHIN 44" OF THE FLOOR AND p (ORSC), 2021 Edition. PROVIDE A MINIMUM CLEAR OPENING OF 5.1 Q. FEET WITH HEIGHT DIMENSIONUSING CONTINUOUSLY SHEATHED METHOD 2. ELECTRICAL PANELS TO COMPLY WITW IRC E3405 2 NOT L£86 THAN 24" AND A WIDTH DIMENSION NOT LESS THAN 20° g DESIGN LOADS: 30" CLEARANCE MIN. WIDTH AND 6'-6" FLOOR t0 HEAD -OSS( 8310.1-8310.1.4. ROOM. � A. Roof Dead Load" 15 psf 2. ALL WINDOWS TO HAVE A U -VALUE OF .30 OR BETTER. (TABLE Ni101,(U) 0 Roof Snow Loads 25psf 3. KEEP GAS AND ELECTRICAL METERS IN AN AREA THAT Z B. Floor Dead Load= IOpsf GENERAL REQUIREMENTS: IS PROTECTED FROM SNOW AND iCE, 3. GLAZING USED IN DOORS AND PANELS OF SHOWERS AND BATHTUB ENCLOSURES AND WALLS Floor Live Loads 40 pef GLAZING: R-308.4 4. ALL SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE ENCLOSING ESE COMPARTMENTS SHALL BE TEMPERED. -ORSC TABLE 308.3 C, Wind Loads 100 MPH, Exposure V. TEMPERED GLASS REQUIRED: GLAZING IN LOCATIONS SUBJECT BATTERY BACKUP, s BE INTERCONNECTED IN ACCORDANCE W/IRC R314. 4. TEMPERED GLASS SHALL BE PROVIDED IN: FRAMELESS GLASS DOORS, GLASS IN DOORS, TO HUMAN IMPACT WHERE THB E OTTOM EDGE 16 LESS THAN D. Seismic Loads Zone D-1 GLASS WITHIN 24" ARCH OF DOORS, GLAZING .LESS THAN 60" ABOVE A WALKING SURFACE S 18" ABOVE THE FLOOR: VERTiCLE EDGE IS WITHIN 24" ARC OF S. PROVIDE ONE MULTI -FUNCTION SWITCH TO COVER FULL FUNCTIONS THAT iS WITHIN 5 FEET OF STAIRS OR GLAZING WITHIN 5 FEET OF SPAS OR POOLS, CERTAIN _ ANY DOOR IN A CLOSED POSITION, GLAZING SHALL BE SAFETY OF FAN, FIXED GLASS PANELS, AND SIMILAR GLAZED OPENINGS SUBJECT TO HUMAN IMPACT, -ORSC R308 � GENERAL: GLASS, w A. Contractor shall be responsible for all construction methods, FIRE DOORS: R-305.1.1 6. PROVIDE OUTLET BOX TWAT IS APPROVED FOR FAN SUPPORT 5. WINDOW WELLS TO PROVIDE A MINIMUM NET CLEAR OPENINGS OF 9 S©, FEET WITH A MINIMUM W re sp ON ALL CEILING FANS. DIMENSION OF 36". PROVIDE A PERMANENT LADDER IF WINDOW WELL 18 MORE THAN 44" DEEP. 1- techniques, sequencing and safetyDOORS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID required to complete -ORS( 310.2 � WOOD NOT LESS THAN 13/8" THICK SOLID, OR HONEYCOMB 1, ALL OUTLETS IN BATHROOMS TO BE +42" AND G.F.I. p construction CORE STEEL DOOR NOT LESS THAN 13/8" THiCK OR 20 MIN. PROTECTED UNLESS NOTED OTHERWISE. 8. Contractor shad verify all dimensions and details prior to FIRE RATED DOOR. O proceeding with construction. All discrepancies shah be approved TYPICAL 1 HOUR FIRERATED WALL: R-302.5 8. ALLEXTERIOR OUTLETS TO BE +18" G.F.I. AND by the Designer, Architect or Engineer of record. 5/8" TYPE 'X' FIRERATED DRYWALL WATERPROOF UNLESS NOTED OTHERWISE Q Q II" G. Contractor shall verify all require opening* on Architectural, TAPED t SANDED " 9, PROVIDE G.F.I. PROTECTED OUTLET FOR JETTED TUB MOTOR. � Q 2x6 STUDS • 16 o.c. Mechanical and Electrical plans. 5/8" TYPE 'X' FIRERATED DRYWALL(,� 10. ALL OUTLETS IN KITCHEN TO BE +42" G.F.I, UNLESS NOTED OTHERWISE. TAPED s SANDED 0 W Z _ W FOUNDATION: if. ALL BEDROOM CIRCUITS SHALL HAVE COMBINATION ARC -FAULT BREAKERS.t= 3 A. Footings have been designed for a maximum allowable sol bearing 12. ALL OUTLETS IN GARAGE TO BE +18" AND G.F.I. PROTECTED W 'Q LU W pressure of 1500 pat. W EMERGENCY ESCAPE t RESCUE OPENINGS R-310 UNLESS NOTED OTHERWISE. w WE Q to S. All footings&hall be 1 poured over undisturbed native soil. �'LUMBING NOTES - CONCRETE: EMERGENCY EGRESS OPENINGS: EVERY SLEEPING ROOM 13. PROVIDE DOOR CHIME AT EACH LEVEL 4 WIRE TO PUSH f- O SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOORO BUTTON AT ENTRY. W QQ X Z All structural concrete shalt develops a unit compressive stress of APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST I. HOSE BOB$ TO BE NON -FREEZE, BACK FLOW PREVENTER TYPE. � _ t� Z d HE INSIDE TO A FULL CLEAR OPENING WITHOUT 2,500 psi minimum at 28 days per BE OPERABLE FROM T i,B.C., section 1905. 14, ALL OUTLETS 1N UNFINISHED BASEMENT TO BE +18" AND G.F.I.� � a Q THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE PROVIDED ASA 2. WATER CLOSETS TO HAVE FLOW RATE OF 1.6 GALLONS OR LESS PER FLUSH. ORSC P2903.2 W MEANS OF EGRESS OR RESCUE THEY SHALL HAVE A SILL HEIGHT OF OQ Q F PROTECTED UNLESS NOTED OTHERWISE, w U REINFORCING STEEL: NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 3. SHOWER HEADS TO HAVE A FLOW RATE OF 2.5 GALLONS PER MINUTE OR LESS. ORSC P2903.2 4Z� _ 15. AUTOMATIC GARAGE DOOR OPENERS SHALL BE TESTED IN ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST � � QZ' T" A. All reinforcing steel shall be rail steal deformed bars conforming ACCORDANCE WITH UL325 HAVE A MINIMUM CLEAR OPENING OF 5.1 SQUARE FEET. THE MINIMUM , R309.4. l� O a- 4. SHOWERS SHALL BE FINISHED TO A HEIGHT OF NOT LESS THAN 12" ABOVE Z to ASTM A615, Grade 60 bars, except, where welding is required, NET CLEAR OPENING WEIGHT DIMENSION SHALL BE 24 INCHES. THE THE FLOOR MATERIAL. MATERIAL SHALL BE NON-ABSORBENT. ORS� - � z MINIMUM NET CLEAR OPENING WiDTH DIMENSION SHALL BE 20 INCHES, 16. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH C 8301.2 _ V O ASTM A106, Grade 60 bars. HABITABLE LEVEL OF A DWELLING UNIT EQUIPPED WITH A FUEL W W S. Details of reinforcing steel shall conform to ASTM Manual of BURNING APPLIANCE IN ACCORDANCE TO R315. 5, ALL PLUMBING VENTS THROUGH THE ROOF TO BE SEIZED ACCORDING TO ORSC P3ti3,i V a Q Standard Practice, Code of Standard Practice for Detailing 11. COMBINATION TYPE ARC FAULT BREAKERS ARE REQUIRED FOR ALL BEDROOM 6. PROVIDE A FLOOR DRAIN BY THE WATER HEATER. IF WATER HEATER OR STEAM SHOWER Reinforcing Materials, by CRSI (Latest Edition). ELECTRICALREQUIREMENTS: BRANCH CIRCUITS, (LIGHTS, SWITCHES, SMOKE DETECTORS, AND EQUIPMENT IS LOCATED ON A WOOD FLOOR, PROVIDE A METAL PAN. ORSC P2801.6 : C. Ail concrete slab reinforcing steel shall be supported at the RECEPTACLES). N M E ALL ELECTRICAL WIRING SHALL CONFORM TO THE GENERAL 1. BATHROOM EXHAUST FAN DUCTS MUST CONTINUE AND DISCHARGE DIRECTLY OUTSIDE THE Z O V required heights by approved bolsters. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) STRUCTURE. CLOSE PROXIMITY TO ATTIC VENT$ OR TO SOFFIT AREAS ARE SPECIALLY 18. TAMPER RESISTANT TYPE RECEPTACLE OUTLETS REQUIRED THROUGHOUT �,. m D. Welded wiry fabric slab reinforcement to conform to ASTM A-185 ANO THOSE CODES AND REGULATIONS ADOPTED BY THE PROHIBITED. ALL EXHAUST MUST NOW CONNECT TO AN OPENING WITH PROPER SCREEN 4 Q� � 'E¢ BUILDING. 11}}JJ STATE OF OREGON, FOR TERMINATIONS M SOFFIT AND WALL AREAS AND TO AN APPROVED THRU THE ROOF p REINFORCING PROTECTION: NEC. 210.8 DISCHARGE FITTING INSTALLED AS NOT TO BE BLOCKED OR STOPPED BY SNOW OR ICF-tv Q V in � GROUND -PAUL? CIRCUIT INTERRUPTER PROTECTION. GFCI'S INSTALLED IN z d?^ A. Concrete deposited against earth = 3 Inches BATHROOMS WiTHIN 3 FEET, t 12" OF KITCHEN, WET BAR, OR UTILITY SINKS. S. BATHTUB AND WHIRLPOOL TUBS MUST HAVE ANTI -SCALD MIXING VALVES LIMITING WATER TEMPERATURE t0 120 DEGREES. -4 -_ i B. Concrete formed. surfaces exposed to ground or weather: NEC 210.}2: ARC FAULT CIRCUIT PROTECTION REQUIRED FOR Q Q Q e5 rebar and smaller • 1 1/2 Inches ALL BEDROOM OUTLETS. S. TUBS AND SHOWERS WITH TILE WALLS REQUIRE CEMENT, FIBER CEMENT, OR GLASS MAT } LL U1 >tl NEC 406.11• TAMPER RESISTANT RECEPTACLES ARE REQUIRED 0 eb rebar and larger 2 inches AT ALL LOCATIONS. B GYPSUM BACKERS. GREEN OARd)D IS NO LONGER ALLOWED IN ANY APPLICATION, = C. Siebe • 3/4 Inches NEC 406.8: ALL OUTSIDE RECEPTACLES MUST BE "WR" RATED 10. BACKWATER VALVES REQUIRED UNLESS IT CAN BE ESTABLISHED A FIXTURE A FIXTURE IN (� Q U- �( (WEATHER RESISTANT) THE LOWEST LEVEL OF THE HOME IS NOT BELOW THE ELEVATION OR THE UPSTREAM MANHOLE @ J N 1101: 50`s OF ALL PERMANENTLY INSTALLED INTERIOR AND /� /� STRUCTURAL WOOD: EXTERIOR LIGHTING FIXTURES ON THE BUILDING CONTAIN HIGH MECHANICAL NOTES: COVER. THIS WILL BACKWATER THE BASEMENT FLOOR TO BE PLUMBED INDEPENDENT FROM THE A. All structural wood. members shall be Coast Region Dough Fir No.2 EFFICIENCY LAMPS. (MINIMUM 40 LUMENS PER WATT). UPPER FLOORS. BACKWATER VALVE$ MUST BE ACCESSIBLE or better grade as noted in National Design Specification for HEATING ELEMENTS AND/OR SWITCHES FOR GAS APPLIANCES I. PROVIDE COMBUSTION AIR FOR ALL GAS APPLIANCES AT A RATE OF 1/2 SQ, Stre" Grade Lumber and its fastenings, unless noted otherwise. SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR. 1N. PER 1000 BTU's. COMBUSTION AIR SHALL BE OSTA04ED FROM OUTDOORS B. All studs to be doug-fir stud or beth OR FROM SPACES FREELY COMMUNICATED WITH THE OUTDOORS. COMBUSTION as noted In National Design FUEL BURNING EQUIPMENT SHALL B£ PROVIDED WITH AIR DUCTS SHALL WAVE AN EXTERIOR COYER OF 1/4" SCREEN. TWO SEPARATE A SUPPLY OF AIR FOR FUEL COMBUSTION ONE Specifications for Stress Crede Lumber... COMBUSTION AIR DUCTS SHALL BE PROVIDED, ONE OF THE REQUIRED DUCTS IS ,t, OPENING WITHIN. 12" OF TWILIE TOP AND BOTTOM. TO TERMINATE IN UPPER 1/2 OF THE ROOM 1/4 PER 1000 BTU. THE OTHER IS G. The Contractor shall furnish and install all bolts., and plates as TO TERMINATE WITHIN 12" OF FLOOR 1/4 1000 BTU. -ORSC M11011.1-MI-101.2required to complete the job D. Washers shah be used under all bolt heads and nuts bearing onSM01GE/CARBON MONOXIDE ALARMS R-314, 8-315 2. M1502,4,1, DRYER DUCTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION M502.4.4 THROUGH Owood, EFFECTIVE APRIL 1, 2011. SMOKE/CARBON MONOXIDE DETECTORS E. All wood members in contact with concrete or masonry shell be SHALL BE INSTALLED iN EACH SLEEPING ROOM, 3. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS! IN UNFINISHED AREAS, pressure treated. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE CRAWL SPACES, ATTIC$, GARAGES, ETC.. Uj VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF NOTICE:-- 4. PROVIDE 30" CLEARANCE FROM RANGE TOP TO COMBUSTION MATERIALS. FOR EXCEPTIONS, (� TRUSSES: THE DWELLING, INCLUDING BASEMENTS AND CELLARS. SEI= INTERNATIONAL MECHANICAL CODE. SIDE CLEARANCE SWALL CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED O �j A. Roof framing members shalt be designed to support the specified BE AS SPECIFIED BY PERMANENT MARKING ON THE UNIT. -ORSC M}901.1 CODES AND REGULATIONS AS ENFORCED BY THE GOVERNING loads and Itmtte maximum total load deflection to 1/240 of the span LANDINGS: R-311.8.1 V B. Truss manufacture's design shall Include required bearing, bracing, PROVIDE A MINIMUM 3'X 3' LANDING ON EACH SIDE OF EGRESS 5. PROVIDE EXPANSION TANK. ON CULINARY WATER SYSTEM. ORBG P2903.4 JURISDICTION, NAMELY THE 2021 OREGON RESIDENTIAL SPECIALTY blocking, fastening and attaching devices to carry the specified DOOR, NOT MORE T14AN 1 1/2" LOWERT14ATHTOP OF THE 6. PROVIDE SEISMIC STRAPS t PRESSURE RELIEF VALVE ON ALL WATER HEATERS, CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2421 EDITION. THRESHOLD. EXCEPTION• LAND NG EXTERIOR OF EXTERIOR THE 2021 OREGON ELECTRICAL SPECIALITY CODE (OESC). DOORWAY NO MORE THAN 8" BELOW THE TOP OF THRESHOLD. 1, PROVIDE MIN. 30" WORK SPACE IN FRONT OF FURNACE AND MIN SIM ALONG SI C. Roof trusses to be designed to carry all loads noted In Chapter 16, PRANDOVACK. THE 2021 OREGON PLUMBING SPECIALITY CODE (OPSCJ. Uj Division 1, snow Load Design, in the Appendix of the International THE 2019 OREG=ON MECHANICAL SPECIALTY CODE (OMSC) `� Z Building Code. R-31.1 8. GAS LOGS SHALL BE PROVIDED WITH A SWAT -OFF VALVE LOCATED OUTSIDE OF THE FIREBOX THE 2021 OREGON ENERGYEFFICENCY SPECIALTY CODE (OEESC) NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 6" AND WITHIN 6' OF THE APPLIANCE ORSC G2420.5. IF GAS LOG LIGHTERS ARE USED, FLUE MUST " D. Erection and installation *hall be in accordance with the OF FINISH GRADE BE PERMANENTLY BLOCKED OPEN. ALL GAS LOG LIGHTERS, AND/OR GAS FIREPLACES ' specifications set forth by the manufacturer, REQUIRE OUTSIDE COMBUSTION AIR. ALL FLUES MUST EQUAL I SQ. INCH OF PERMANENTLY BLOCKED OPEN AREA PER 1000 BTU's. ALL ROOMS WHERE GAS LOGS, LOG LIGHTER, OR FIREPLACES ARE INSTALLED MUST EQUAL 50 CUBIC FEET OF VOLUME PER 1000 BTU FOR MASONRY: N G -241S,4 EVERY PIECE OF EQUIPMENT IN ADDITION TO THE REQUIRED OUTSIDE AIR. ORSC M1102.1 '^ A. Giay masonry units shag conform to ASTM 0216, Grade SW having a SEDIMENT TRAP REQUIRED FOR GAS ZERO CLEARANCE minimum compressive strength of Fm - 2000 pet. FIREPLACES. S. PROVIDE VENTILATION SYSTEM IN BATWROOMS/WATER CLOSET COMPARTMENTS, CAPABLE OF PRODUCING EXHAUST RATES IN ACCORDANCE WITH SECTION M1501. EXHAUST AIR B. Mortar shall be ASTM 210 Type "S" with a minimum compreseive FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. strength of 1800 pat at 28 days for above grade masonry work. Below grade masonry shall be type "M" mortar. 10. PROVIDE A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING 68 DEGREES AT A POINT 36" ABOVE THE FLOOR IN ALL ROOMS. C. All masonry construction shad conform with present OSHA requirements TYPICAL HEADER Including those regarding the establishment of "Limited access zones". 4"X 12" (EXTERIOR) it. FUEL -BURNING APPLIANCES, INCLUDING FIREPLACES, ARE NOT PERMITTED TO BE INSTALLED IN SLEEPING ROOMS, BATHROOMS, OR TOILET ROOMS UNLESS THE APPLIANCES ARE DIRECT D. All masonry construction shalt be to accordance with section 604 (2) 2"X 10" (INTERIOR) VENT APPLIANCES. ..^^ General Masonry Construction, ACI 530/ASCE 5/TMS 402, SEE TABLE R502.5(1) EXTERIOR ti ) 12. FUEL -FRED WATER HEATERS SHALL NOT BE INSTALLED IN A ROOM USE AS STORAGE E Masonry units shalt be placed In courses of eurfnirrg bond. SEE TABLE R502.5(2) INTERIOR CLOSET. NON -DIRECT -VENT WATER HEATERS LOCATED IN A BEDROOM, BATHROOM SHALL UNLESS NOTED OTHERWISE. BE INSTALLED IN A SEALED ENCLOSURE $0 THAT COMBUSTION AIR WILL NOT BE TAKEN FROM LIMITATIONS: THE LIVING SPACE. ORSC M2005.2 Z DESIGNER/DRAFTSMAN WAS RETAINED iN A LIMITED CAPACTY FOR 13. APPLIANCES WAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF O IGNITION IS NOT LESS THAN 18" INCHES ABOVE TWE FLOOR IN GARAGES. ROOMS OR SPACES f- THIS PROJECT. DESIGNED lS BASED ON THE INFORMATION PROVIDED THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNiT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE BY THE CLIENT, WWC, IS SOLELY RESPONSIBLE FOR THE ACCURACY GARAGE ORS( M2005.2 OF SAME. NO RESPONSIBILITY AND/OR LIABILITY lS ASSUMED BY, OR •• 14. APPLIANCES LOCATED IN GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY r��A 1~ z IS TO BE ASSIGNED t0 THE DESIGNER/ORAFTSMAN FOR ITEMS BEYOND AUTOMOBILES. ORSC M1301.3,1. V! Z () THAT SHOWN ON THESE SHEETS. } U W Q DRAWING Ior- 1 d Q �il � a -� 148 -0 uc 35`-011 34_211 33'-10" - 32 201-011 151_011 41_O,r 10'2 11 20'-211 - _ m e va vo 1 r e • a . • ° 1 MIN, 10'-0" SIDE SET Cts TO ADD _ •a b •a b a 1 _ °b 6 °o o _ _ SCREENED-IN y_ W a .°d'o .°bA'OIUER Tf-kS�'�tiVTf�+tiN w !Lt ' l� 1 � LL f.- , METER 'Q ------------7-------------------- it —__----_----'^—..------------------------------ —• • •. DRIVEWAY #/uj O °D O °O 4 1 ' 1 .qac ° pie ° pe! • ° ° e ba 4a I , , I _ O D C D. C P 1 � ' A e p° p• e 1 1 ' ' 1 1 •. a b`a da a d'A bm s r. 1 r ' ' ' '�d)Z O d) O• I •° • d' W U Lu D • p e p s 1 1 1 1 1 �.,�,,,� o'Aa.° e.• D° bbss � `4a. ° ° dd1s 'na• i1'r'I ° dss 'a ° bss •a 11, ... .�V7/► 4 4 V W .rL ZTED1COCE ° 4 --- � ° ° �a ° � - %. dm ' A . 13 A ., 4, SIDEWALK FRO., --- � ea ..� O , 1 i D DD D..o _ iiiiii pa - ° O b a• O b pDa , Do4-• ! D° DO• &D°°°DD4-• ,, , 1tI AA° 4O° 4O D.D"!D 'ADU R r ENC41C0 CRE O•! O a do bA a SIDEWA'K Lu> 1 ,A ad.a °d.a ;' EXISTING 1 e b •a d m �. ,4 '6'. n a b •A b `a p41 IC-Ti _/----1 4 4 ° °•ESIDENCx;.-16 A% b b ba- W—yy E , �.. Lu D- D .'D• D . sD. � DD . sD- ° rpi °° -a4 d•n ba _b.�Doa � EIGHT: I�G�H� T� :� �16' e Juw- p. so• D sw- i D- D .sD- D •so-- —_ -- i t i i ; _. �. p• a 4 4• a O• _ A , , ' ' ' t I ' � VI � 1Q 4 `e 14'4 I- W J Z — >1 WATER Z 1 1 1 ' — va •°(\\� _ 'bm bmMETE^/ a i•F Di YWELL OR m dm bA U i ^ ' i i i FRi..l �VT"T DRAIN. A.°ba .°d'e — i ' i i 1 1 1 I � D D - { ; , ; AS, REQUIRED (� THIS PROJEC:T. FOS? STORM Diel lU `-------------' •A d •a b •a a_. a• ° EXISTING MIN M 5'-0" SIDE SET5AC1G A d a b a POWER POLE , D- D.D D.D. V 10'-oil 51-011 41-011 26,-211 41-Ou .4 CITY SIDE ALG ED w 20-0 15'-011 34'-211- tl! � 148 -0l LOT COVERAGE. EXISTING RESIDENCE: 1012 SQ,FT. 201(o J STREET SITE f=LAN ADU LIVING AREA: '195 SQ.FT. �- SPRINGFIELD, OR* 9141 SC�LE: //l 1.011 COVERED AREA: 180 SQ,FT. �(p 5AR5ARA 1BALGOM OWNE TOTALDu ST uCTURE: x-5 SQ.=T. z Z o TOTAL STRUCTURES: 2041 SQ, FT, LOT SIZE: 8143ro SQ. FT. OF COV RAG 24.2 ro z PERCENTAGE� � o �W o� Q