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HomeMy WebLinkAboutIDA 007 ADU A1 PLANS 122419 ROSEBURG RFPI 11%"40 SERIES JOISTS 16"O.C. City of BozQrii � ighlj�lg.b' io 70F=TOP OF FOOTING- @ � - � A2 Approv¢d'T r Cons r 3R' 1 TOW TOP OF WALL TOW USP#TFL23118 TOP FLANGE HANGERS 1 BP 8-00027 03/O V•i= 4783.75' Z'b-O'• 23�-a" TOF AZ TOP=TOP OF PIER 2 X 6 PT SILL PLATE-SET FLUSH WITH INSIDE AZ ROSEBURG RFPI 9 Yz"40 SERIES I •4 to� 23f!ly S TOS=TOP OF SLAB OF FOUNDATION.ADD FURRING TO OUTSIDE T 4779.75' FLUSH W OUTSIDE OF FOUND. JOISTS @ 16"O.C. , 22 �• 1 55 ' 2 -o' Z!b.=o" 12`-a2, _.I I=o' .Iq,._p ..}�-p" y°C•, A,�. 2X10#2&STRDOU FIR '0'' li=0•' 2 b o SLI 91I2"ROSBURG RIM RAFTERS @24"O.0 \ A4 - ✓' .:r:+�' Y — —— ' .I - - BLOCKING — - E plll Q�2D19 A. 1 tF 91M 91.1 uslz,N _n9..o O a�, - _ SLEEPER o'• .•.DA (; Ib CRAW SPACE WATER 6Y2'DEEP I I D I 1 SI 53." 1%4 r9Y2. v f $ DETAIL ID HENRY :•¢ I DET '" EAVES 9?No.417939. w 7'-''11 I. 1 ,� �- ' - i��qh ONAI X.3'6'•I J}j.!II77 Z 2' No .�rvsrnou v�-r1F ' 4"CONC SLAB W/6X6 3 y Ps'S" w=1�L f 5 Q o2 R,__TOS REMESH OVER 2'BLUE I 1 8 STAIR STRUCTURE D t�C�.,.' I p A4 Q F V 4779.75'� I ILO FOAM,LEVELED x 91d I SL1• , O al 1 EAVE A L U ¢ _ - _ 2 GRAVEL,CQMPACTED - TO t FILL �i (0 I 4"SCHED40SEWER P v - a,. 1'�'4 1- 11�"LVL 01,1 I7. "2w-lo�.24`0.0 x 3 '4783.00 UFER 3'•6'DEE II:. PT W kCD WALLI9/LY�L I I -fix- 6 .A4 -� I -- -- -JI Q Q S I I EAVE DETAIL r W SI. W Z f 4,.CONC SLAB WI X6 --- d aw.La..� .. REMESH OVER LEVELED I w• to/D g PROVIDE 2"PVC'SLEEVE Sl:t P. -4 �->$' ^S W �4- T GRAVEL OVER LE TED NOTE NOTE Z F 9C J P-W FOR POWER CABLE 3' _ NOTE FILL 1 ALL HEADERS(2)2x10 yN0 I 1.ALL HEADERS(2)2x10 UNO , 9x( W O Q o UJ BELOW TOP OF FOUND. TOP •� I - , 1 ALL HEADERS 2X 2x10 UNO 2 N 2 ALL POSTS(3)2x6 UNa% 2 ALL POSTS(3)2x6 LINO t N A4 o-m 4763:75' � -" -' + � 2ALL POSTS{3)2x6,UN0 I -�g'�� � + V FIRST FLOOR FRAMING 9r'•ROSBURGRIM SECOND FLOOR FRAMING ROOF FRAMING- RAKE°ETA" PLAN. '. L - - FRAMING- SCALE I.- FOUNDATION • S . SCALE r,•=, S- ( �N .._.T�!r. _ p'r t. N ._D�b" ,. - - N N - *,r Is. 1 v y LI g. FOUNDATION NOTE$ a�u ThomBagg Architects - - responsible for all clouded r , ALL REBAR TO BE GRADE 60 �2-0" to=o" ��'� red-line revisions m=asT E s: ":Ea owaLL :xawA L 24"REBAR SPLICiJNG OVERLAP TYP. FUL COVERAGEw X XSH +. 'N x-ODXsHEETFw H . --- -S' �'. EP DANDPAINMD 8"X 16"FOOTINGS W 12 fW BARS CONT.+VERT TIES W/8"L @ 76"O.C. - - 2XSR$G�AS R ALL REBAR MUST BE SECURED IN PLACE BEFORE CONC PLACEMENT- NO WET SETTING OF REINF. STEELSTRAP ,r LONG srxucTURALSC.-THxDu 6"WIDE X 4'TALL FOUND WALL W/#4 BARS @ 16"CENTERS VERT AND 12".O.C.HORIZ, SL«"INF °S°RS°'.R FIRST BAR 3"MIN FROM FOOTING, TOP BAR 12"MAX FROM TOP Of FOUND - ;X,.CeG_"STAI"EDBLACK 2.SOLOCK1"c X 12"ACHOR BOLTS '4'O.C.+12"max FROM CORNERS"AND JOINTS IN!SILL PLATES : f1. rr I ENTIRE WALL SHEETED WITH X"CDX PROVIDE UFER GROUND HERE INDICATED _ A O BATH. ®a'JA t 'BED RM FASTENERSPEjt BRACEDWALL T _ T E TT 6"OC£DGES 1-12"OC FIELD 2.e RLDDIDKG PROVIDE SEISMIC ANCHORS WHERE INDICATED 0 s R Hx-<o °'AIO N RPF(ER 2v4 CCNT.IEGFA w/(1)'j•.s' LAG BDLT O EA.SND OR 2x8 PROVIDE ROUND PVC BLACKOUTS FOR UG POWER,WATER;AND SEWER LINE r O E _,o HELo 5! HAND RAIL --T caT. EDGER w (z)sNPsoN LIJ AT DEPTHS AND LOCATIONS INDICATED ON FOUND PLAN ] ssERe =EDwAL O S= SEE. 4,b • ( sDs2sas scRLws o Ea snD Z ' p. A ENELIVING RM �A2 �. 3 z (>)h"dAs"LAD - nao-9as Q APPLY TWO COATS OF ASPHALT SEAL ON OUTSIDE TO 6"BELOW TOP OF A2 '� -- , e Az cs+P 8° � e�oaN E�roN FOUND. - - e. STAIR _ f • STORAGE - -- s8.1 STRUCTURE 3` o- .8 STAIR ' BRACING \ ' Q -___ 81.1 STRUCTURE V a BRACING ANALYZED USING APA WALL BRACING CALCULATOR ' `rr - - - . SEE H� N I . _ EE ALSO 1 F- O SEE DETAILED REPORT IN PROJECT DOCUMENTS ` .�� I is n © I (� I _N A4 Lu METHODS OF BRACING USED ARE PER IRC TABLE R602.10.1 t f � `N PORCH ROOF DETAILS 0 � AND CALLED OUT IN THE APA REPORT I Q CS-WSP 6d common naiLor 8d(2:'X 0.113"diam nails] 6"edges'12"field TAC Z GB-2s4FT min 5 dcooler nails or#6 screws 7"edges 7"field -A ROOFING O ' FIRSTYLOOR PLAN - CON R GAF GRAN TIE DOWNS - D SEQUOIA CHARCOAL GREY LAMINATED SHINGLES 0 SECOND FLOOR PLAN _ .. acaLE X••r'-o- scnLe,.=r"o^ N. Q N , 36"WEATHER WATCH AT ALL EAVES PLUS FULL COVERAGE ON LOW 0 _ A --- USP PHD4A + 6/a'DU\M ANCHOR BOLT USP STB20. �=o SLOPED ROOF AREAS _ QUALIFIED BRACING �� s 1 TITANIUM UDL 25 UNDERLAYMEN7-, n' f Z- 1 A2 BLACK STYLE D FLASHING AT ALL EAVES AND RAKES-MITER AT CORNERS Z 0 . ,•, SIDING J Z N S ^.' -J O v #2 WALL GRADE EASTERN WHITE EXTERIOR FINISH r olw. m CEDAR SHINGLES 6"T.W. OVER TYVEK - ALLFASCIA AND FASCIA TRIM_-STAIN BLACK. — RSPLYWOODSOFFITS--STAIN BLACK DOUBLE STARTING COURSE 1 CEDAR TRIM-WINDOW,DOOR.CORNER:FRIEZE BIDS STAIN TO MATCH - --- ANTICIPATED WEATHER GREY OFSHINGLES. 14 POSTS AND COLUMNS-STAIN TO MATCH ANTICIPATED WEATHERPREY - I _ OF SHINGLES WHITE CEDAR SHINGLE SIDING--ALLOW TO WEATHER GREY N ' fT 1 RAIN GUTTERS AND DOWN SPOUTS TO BE BLACK ' -— I` Z •' EXTERIOR DOORS TO BE PAINTED INTERESTING COLORS , rTl .. _ -- _ r "• Q'. U. 1 .I- ', .F �J. o rl _.i' , - =u- CL.. . i `I !r,41� — H O U , I i— ,� p J 0 }. ILL W Z NORTH ELEVATION' WEST ELEVATION SOUTH ELEVATION EAST ELEVATION BGA'E X- I , Al