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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/4/2020"SIM (TYF. DMKa (TYPJ NOTE: 5GALE 15 I!8"=1'-0" IF PRINTED AT 11" x I ON SCALs­140A LIVE LZOAD FLOORF`� f NOTES.DEAD ^AD to FLOOD. - 0 P5 _O- _ 'C',/E COAL))' RocF 25 P5F OIWE�.R BUILDER/GONTRAG�Ofi' j "O'EVIEtu°� _ PL"AN=0i.{•J,"1?=i.-iwT%`!`55 Ahl�,,lAGY"PRIOR.EA LOAD ROc7r i5 P5F TO GONS'i' .I,C:T!Oid. NOTIFY 455,' C DE51GN5 INC. LlvE LOAD V DECKS ., - �'0 F", OF ANY ERRORv OR O I55ION; 'T.O THE DEAD LOAD a CiEE1�5 Z P5F 5TART OF GON5TRUCTION- QOIL E3EARINCa FREE -5U - u✓O PGF res ws F'rT_ I 9 . As-66ilt GAD Drafting 7080 GILNAT EWEK.OR 91401 PNONEafAk-(541) 33a-9863 - ."rovwrorormr�a'.aerwcr�c" .. voa eurova oar W. fa+w anon «mrIX rsmuo� a ae.w..r cm oaurro n m ue weavwaunr o cwrp+crw masa aw.ea-n.cw eaa� ro ro w<ac ui gym-- uo.+.v «n.ew GGOH..YunrIX 0f6MMm Wim, �-DErIS OvtlF KN.iO qA1 W+ BF OTYN iPd. NOTES: � _G C 1 , r nnmon t lt�i111J IIl11 �...0SFRONT ELEVATION ScALE 1/4" Illllliiltlll, 111 p _ �fi lO.N SCALE 114" � I r a , f i - r I I i t i I 17 � ' I I i •j I _� i ' . "SIM (TYF. DMKa (TYPJ NOTE: 5GALE 15 I!8"=1'-0" IF PRINTED AT 11" x I ON SCALs­140A LIVE LZOAD FLOORF`� f NOTES.DEAD ^AD to FLOOD. - 0 P5 _O- _ 'C',/E COAL))' RocF 25 P5F OIWE�.R BUILDER/GONTRAG�Ofi' j "O'EVIEtu°� _ PL"AN=0i.{•J,"1?=i.-iwT%`!`55 Ahl�,,lAGY"PRIOR.EA LOAD ROc7r i5 P5F TO GONS'i' .I,C:T!Oid. NOTIFY 455,' C DE51GN5 INC. LlvE LOAD V DECKS ., - �'0 F", OF ANY ERRORv OR O I55ION; 'T.O THE DEAD LOAD a CiEE1�5 Z P5F 5TART OF GON5TRUCTION- QOIL E3EARINCa FREE -5U - u✓O PGF res ws F'rT_ I 9 . As-66ilt GAD Drafting 7080 GILNAT EWEK.OR 91401 PNONEafAk-(541) 33a-9863 - ."rovwrorormr�a'.aerwcr�c" .. voa eurova oar W. fa+w anon «mrIX rsmuo� a ae.w..r cm oaurro n m ue weavwaunr o cwrp+crw masa aw.ea-n.cw eaa� ro ro w<ac ui gym-- uo.+.v «n.ew GGOH..YunrIX 0f6MMm Wim, �-DErIS OvtlF KN.iO qA1 W+ BF OTYN iPd. NOTES: � _G C 1 , r nnmon t lt�i111J IIl11 �...0SFRONT ELEVATION ScALE 1/4" Illllliiltlll, 111 p _ �fi lO.N SCALE 114" A � a fn a 1 ELEVA T ION5 y BIT6. ' ✓FfnYU'? DYi � '1'i lYJ ISV 1 r , � I r f rp A � a fn a 1 ELEVA T ION5 y BIT6. ' ✓FfnYU'? DYi � '1'i lYJ ISV 1 r , � I A � a fn a 1 ELEVA T ION5 y BIT6. ' ✓FfnYU'? DYi � '1'i lYJ ISV 1 r , - NOTE: SCALE 15 1/8"=1.'-011 1" PRINTED AT 11" X -I Az -Built LHACAD DrPrting I, ,( 708D GfLHAM (3 ....., . _ El1GENE. OR 335- I �Y PIaCNE/FAl< lS r17 338-88fa3 : ARG« BTTLE G.`riP FP'FM.S � _—,.. .... . __ _—.. 48• ..__ _ 25'-6" VENTED D oa.aw ue caer«crw« . UN -HEATED V f1�13',10".." enero wn+oo xm cart an j /- IS'WATER/iUEATHER PROOF _O 19•_1•__.__ II•_b•• ATTIC BUILDING WRAP, LAPPED «aan wm.e, «e.,•ew«w..eau�D 6:,2" 6• 6'•10^ .'-10" 5'-10" 6'-f0"�.,-1.^_. ___� - uo o•aa•av urK Darwecmw h � � - P- �b i cattG WitMaontMMtO�w+enecetic.ce 1 .w ra amoe au,aeu..o •r.+a ruDa•n PRE-ENGINEERED ROOF In' COX PLYWOOD ROOF TRUSSES AT 24^ O.C. MG• OR EQUAL f�{T'Y "73C SHEATH� ��- L.a ... _ I - we•w.uo nwrwsaro.v+r,wa 10d NAILS 0 8^ OC. tJ l" 0 NOiEB: 310 i3Q .,..,� _—` R-38 FLAT CEILING IN5ULATION•-/ -.}- -- -_-- / 2X4 INSULATION BAFFLEr--i TO MAINTAIN I" AIRSPACE a}� y 12.-1„ --....,. t PANTRY 7 �P STP3 m.(CY t5p ll Bp I \ t 2 X SOLID BLOCKING 1 I I \ yu HIGH -HEEL TRUSS tii I �eE. p D,5/ V 11/y ' TAIL. OUT TO 12' ®- I _ L _ _ - Ypc52 o f _ 1• fl• 410 1 I 7 DOUBLE 7X6 TOP PLATE 2X6 FASCIA AND RAIN SITTER O 18/4X115."AT 96 314^ 18'•03/4.7 - 1 ( i ® ABOVE FLOOR PECK 2X12 SCREENED VENTS a 6'-0" OC j / \ `I� t KITE N I { l / 2�j In GYPSUM BOARD CEILING • "" 3/AJ I I 1 216 t �° Il'S^x13'9" ® �� d x $ / WALL INTERIOR FINtSH - � 4"�B" ;_.. - �� � - 12' t � 1 / •f � ✓� HORIZONTAL LAP SIDING °'. i'-11" STEP �- ________ r fi C 4 14'-3•' I 55�, ,_LEVEL _ 5• WATER4UEATHER PROOF - - - - 1 REF I 0 t . ' - -__ BUILDING WRAP. LAPPED BAR D� - - R•2: Ifi_L�-INSULATION - _----------- 12 _ t/• ___-___ _r V7" COX PLYWOOD WALL SHEATHNVG, �.____ ( � ,.t�://ii' 8. .J• `.... ' .._ • 2=,-2 ONC. PAD Iy �/ 4 I ��/1 OR EQUAL W/13 14 BA s �� 11.118" TJI/FLLO�OR JOISTS a 24". ________________ � t 10 R--------------------- MCA REW � n sr�cvy �lr { a 8- 1/8" SHEET OECKUJG GLUED 2X6 WALL STUDS AT N•" O.C. 28'-b" _ I AT JOISTS I JOIST TOPS [TYPICAL D ALL EXT. WALLS) �o I I D g� 3 -6 x� / 11118" SERIE5 WOOD' _ M JOIST O 1 _• PANTR`- ' •I- . _ f C-: -_. _ R, dQ IA P�6t O "—� T—'=.� __ - _ _ _� _ -._. J .-�•'i `j i'YI ' "( tb`i=l��' \�-D -rL J' _LCY.fF. 2/0 11E` SJI FLOOR `01575 e 24' W • h /� 21/6X19/1 P CV -10 R �ALEXTERIOR DOUBLE 2X6 TOP PLATE FIREPLACE C AT 108 'I/8' [9'•0.1/8'7 ( % • ABOVE FLOOR DECK -.. l 7 I r-�.„•O T LIVING': �OZ7M IRR ” GYPSUM BOARD CEILING <' /-� . WALL INTERIOR FtNISN g l'1 I 4 36"x x12 £ONO P b CLOSFi VAPOR BARRIER AT INNER FAC �'•-' HORtZONT-AL LAP SIDING 1I� _ -• - - - - -_ _ Wi(3) - •4 REBAR E W - - _ _ 1 h F - OF ALL EXTERIOR WALLS OR " '°.. �- 15• WATERNIEATHER PROOF TDP P� t 2 4" I + VAPOR BARRIER PAINT -�}--- _ .. �� BUILDING WRAP. LAPPED I I ) V +I - .._ - MAIN LEVEL _ -- 210 2'•6' ,�- ;R" GDX PLYWOOD WALL SHEATHING. y,�� l ' _- OR EQUAL Bcl NAILS &"EDGE. 17" FLD ` "J0- .0 3�0 !0 ENT --� 10. 2X6 WALL STUDS AT *'OZ.\`ry� f Jf 1 R. WALL INSULATION (TYPICAL Y ALL EXT. WALLS) / 110.510 ..r. - _ P .,..,p F— i • k - r— P RGN I i I VW SHEEr DECKING - % 1 4x5 BEAMS o 32" O.C. $ r . } tr x 1,?" D1.0 X 10" ANCHOR 5OL75 // .. • ( I • ` AT 48" O.C. MIN 2 BOLTS � j� I �!/� I 1 -/� •� �j� gg - ! FLOOR INSULATION MR WILL SEGMENT -USE BA HOT DIPPED GALV. WASHERS // '-_ �W/SST 2 _ •4 BARv ONTINOUS ATTOP, _{' ?T -,W/,11% $/(.(, Wl85TBI6 AM _ - - - - - _ X� A' i (( ' •I , . / \ ,9 A' C - AND •4 'BAR AT 48" O.G I ` iI1/ �7 YYh r J({/ VERTICALLY IIF DOUBLE POU - 2X6 PT MUD5ILL ON yJ ( \�. • - i £ a • . _. NON•COMPRES615LE GASKET / �.�11( �E7'- .. - - i6' W-1,. 1•-2„ f 6. 2'•6^ SL PE WIN'+ n MIN• - n: f4' cl CRAWL5PACE VENTED UN -HEATED /' - ( a" CONCRETE STE Lt-� I '� HOLE) _DOWN' 61EDL _ '"G�l�%//L✓GJQLI.i�I�/ S/�/k'%J7� /ci�C W/�/r�''- _._-_--.�'! --:- - x SIMPSON HTTIro W/ 55TB2m ANCHOR BOLT ={T =LOO1� FLAN 4HL— (O INSTALLED S (2)2x STUDS (2 PLACES) r ._.____.. ,TYf=-k'_AL WAL..L. SECTION 51MPSON HD6A W/ 5oTB2a ANGNOR BOLT -- - ®INSTALLED 4X6 STUD 5 (4 PLACES) �a N�% 5c¢le IAJ 11SE �X i f Z � �i (d4ZaS A/67CO. or/f ��) <•,. _ t -- - �UPAP BALL NL11 1 EXTERIOR WALL, HEADERS TO BE 4XIO W/ 2' �_; ` RIGID INSULATION „UNLESS NOTED OTHEFRWI5E i ❑ INTERIOR BEARING WALL HEADERS TO BE . 4X6, UNLESS NOTED -OTHERWISE t b COORDINATE PREWIRE FOR TV, 5TERE�O, -TELEPHONE AND SECURIT't'' SYSTEM WITH OWNER ❑ MECHANICAL SYSTEM TO BE DESIGNED BY _ MECHANICAL CONTRACTOR TO MEET OWNERS NEEDS AND COMPLY WITH LOCAL CODES ❑ CONTRACTOR TO VERIFY ALL DIMENSIONS" PRIOR TO CONSTRUCTION.-- TYPICAL ANGLE 15 450 UNLESS NOTED' OTFd�RWISE ❑ ALL NAILING TO BE IN COMPLIANCE W1 CABO TABLE 6023(a) AI I/i6" 055 ONE SIDE V Bd NAI1_5 a3" OC EDGES 12" OC FIELD, BLOCK ALL PANAL EDGES. ABP LENGTH = 2' -PJ' UNLE f�5 DIMENSIONED OR • , , DEFINED 5U 05VIOU�5 BOUNDARIES -111ro" 055 ONE S;GE W/ ad NAILS Oro" OC EDGES -' 1211 Or, FIELD, 15L6C1K. ALL PANAL EDGES- EBP LENGTH = 4'-0' UNLE55 DIMEN51ONED OR DEFINED BU 05VIOU"5 BOUNDARIES 1/2" GYP BD ONE SIDE MINIMUM W1 rod COMMON »em OR TYPE 5 OR W 5CREW 1 1/4" LONGO 4" OC EDGES. 12" OC FIELD. PROVIDE BLOCKING A5 FLOOR PLAN PER DETAILS F/4,1116 4 J/ro. Dq 1116" OSB ONE 51DE'IW/ Bd NAILS w3" OC EDGES 12" OG FIELD, BLOCK. ALL PANAL EDGES. 1' PF LENGTH = 2'-0' UNLE55 DIMEN51ONED OR ATE. DEFINED BU OB+VIOU5'BOUNDARIES Pba•m� l_ • &ISE ORALLN 6Y• �� Lv� D ROG k•. � 1 K3 -RAMING- NOTES ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS j I TO HAVE 4 X 8 HEADERS UNLESS OTHERWISE NDIeATED J0167S THAT ARE ATTACHED TO FLUSH BEAMS e ARE TO BE HUNG WITH 'SIMPSON" U-210 OR EQUIP -. PRONDE FIREBLOCKINCi, DRAFTSTOPS T AfRESTO?S AS I i ' j LUMBER SPECIES: A. POSTS, BEAMS, HEADERS N07 DOUGLAS FIR 1, scale B. SILLS, PLATES, BLOCKING NO3 DOUGLAS FIR Det BRIDGING ETC. • '1 C. STUDS K3 -RAMING- NOTES ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS TO HAVE 4 X 8 HEADERS UNLESS OTHERWISE NDIeATED J0167S THAT ARE ATTACHED TO FLUSH BEAMS e ARE TO BE HUNG WITH 'SIMPSON" U-210 OR EQUIP -. PRONDE FIREBLOCKINCi, DRAFTSTOPS T AfRESTO?S AS i ' LUMBER SPECIES: A. POSTS, BEAMS, HEADERS N07 DOUGLAS FIR 1, scale B. SILLS, PLATES, BLOCKING K3 -RAMING- NOTES ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS TO HAVE 4 X 8 HEADERS UNLESS OTHERWISE NDIeATED J0167S THAT ARE ATTACHED TO FLUSH BEAMS e ARE TO BE HUNG WITH 'SIMPSON" U-210 OR EQUIP -. PRONDE FIREBLOCKINCi, DRAFTSTOPS T AfRESTO?S AS PER THE U.S.C. BEC. 2S16F. ' LUMBER SPECIES: A. POSTS, BEAMS, HEADERS N07 DOUGLAS FIR JOISTS AND RAFTERS scale B. SILLS, PLATES, BLOCKING NO3 DOUGLAS FIR Det BRIDGING ETC. C. STUDS STUD GRADE OF j. D. PLYWOOD SHEAT14M 1/2" COX PLY, OR EQUIV. _ E. GLU-LAM SEAMS FLO-2400, DRY ADH. NAILING SCHEDULE: JOIST TO SILL. OR GIRDER 3.5D I BRIV31INLS TO JCIST T - SD, - TOE NAIL 80LE K. TO JOIST 160 - :6 BLIND FADE TOP PL. TO STUDS 2-I6p FACE NAIL STUD TO SOLE F.L. 4. ED END NAIL 246D TOE NAIL OR DOUBLE STUDS .16D o 16" :END NAIL DOUBLE TOP PL. I60o 16" FACE NAIL CONTIMIOU5 HEADER 2 PC 160 a ;6" FACE NAIL CLG JOT. TO PL. 3-8D EDGE NAIL CL& JOT. LAP OVER PL. 3.160 + CLG. JST, TO RAFTER 3 -I&D FACE NAIL RAFTER TO TOP PL. 3-8D FACE NAIL BUILT-UP CORNER STUDS 160 a 24" TOE NAIL PLYWOOD SUBFLOOR BD a 6" FACE NAIc. 8Da 10" PLT WALL 4 ROOF SHEATHING 80661 INTERIOR SO a 12'• EDGE MAIL TOP PL. AT INTERSECTIONS 2.160 INTERIOR MULTIPLE JOISTS (UP TO 3) I&D a IS" FACE NAIL MULTIPLE JOISTS (OVER 3) I/J" BOLTS W/WASHER5 STAGGER NAIL EA SIDE a 24'0r- I X 6 SPACED SHEATHING 2-5D FACE NAIL NOTE: SGALE 15 1/8"=1'-O" IF PRINTED AT 11" X 17 20'-S' I 33'.4.. ( j � , !m 1 , i� As -]Built CAD Drafting - 2080 GILHAM ' EUGENE. OR 91401 ' PHONE/FAX (541) 335-8863 . Mb aaaean 0 Rt fR eWiauciNN w W ea.wn pi+t»taa mP+a RIIWIfa lIp NGTYTMN N YR Wi Y11gRNb11@IRTIialW wb�Mt Cb G1iMTM I1gM RMhIdLNfp � CI.MMCiwf M WOtpWeM lwl llR'b Vp ttpp pfCL NLLdLL1VU Nati AXGY ccoel.w"ma ptvetwsiuLa ntaciawrs owa tkxio wwra aawa:ar NOTES: I � : 6,•6,. T4._6. 13._10,. _ U._6" v -,�, ". 4181 -0 i _ o - _ - _IL it 410-a 0 SL 410- V 5L _ - Ia 2 •n" 11 II — f� 1 I=T It II I r^' 5' %7 6/0x610' zre II If JaL�` 8v (&;sk, SEDRUCM 3 w� ® BEDRUGhI [ I Ao 3 S tr t B D UCJM � ull L-' n/3x1®i6 a �'I. unxl®16� m C j •{{_?• [DRYIH - 11 y 276 If ` 5 _-• Rai a SHELF �� i,(' ✓ 3'-4' S 3'.4" S. 6.,S T I PN If 4' 12'•2` - '-1'- 7'-it"-1j'-2'-il" g• ' _ ----. - V � li � � "9 J�� I 1 �l—� 7/6 - 7/6 f� 216 810 31.14., x � • _ ,y {I } if 16 if Tun, WR if u IO 01I IAST3rox1�5 oDl l I; 4x6 N AOLR I �i'. ( fU 1116X5•!6 2!6.4. 2/6.4/0 ,,lrr�T 216 !l��.. � ' ._.._ 20•_6' 6• 6' 1' l' &7L-- 1 . 1 -- 20••6'• 46 6" SECOND FLOOIR PLAN _ Do Ater sc t•6E 1 ` SEcoND FLOORI I / 6.1_03 sr, RDC scale 1/4"e I'-0" Det i j. _ i J + NOTE: SGALE 15 1/8"=1'-O" IF PRINTED AT 11" X 17 20'-S' I 33'.4.. ( j � , !m 1 , i� As -]Built CAD Drafting - 2080 GILHAM ' EUGENE. OR 91401 ' PHONE/FAX (541) 335-8863 . Mb aaaean 0 Rt fR eWiauciNN w W ea.wn pi+t»taa mP+a RIIWIfa lIp NGTYTMN N YR Wi Y11gRNb11@IRTIialW wb�Mt Cb G1iMTM I1gM RMhIdLNfp � CI.MMCiwf M WOtpWeM lwl llR'b Vp ttpp pfCL NLLdLL1VU Nati AXGY ccoel.w"ma ptvetwsiuLa ntaciawrs owa tkxio wwra aawa:ar NOTES: I � : 6,•6,. T4._6. 13._10,. _ U._6" v -,�, ". 4181 -0 i _ o - _ - _IL it 410-a 0 SL 410- V 5L _ - Ia 2 •n" 11 II — f� 1 I=T It II I r^' 5' %7 6/0x610' zre II If JaL�` 8v (&;sk, SEDRUCM 3 w� ® BEDRUGhI [ I Ao 3 S tr t B D UCJM � ull L-' n/3x1®i6 a �'I. unxl®16� m C j •{{_?• [DRYIH - 11 y 276 If ` 5 _-• Rai a SHELF �� i,(' ✓ 3'-4' S 3'.4" S. 6.,S T I PN If 4' 12'•2` - '-1'- 7'-it"-1j'-2'-il" g• ' _ ----. - V � li � � "9 J�� I 1 �l—� 7/6 - 7/6 f� 216 810 31.14., x � • _ ,y {I } if 16 if Tun, WR if u IO 01I IAST3rox1�5 oDl l I; 4x6 N AOLR I �i'. ( fU 1116X5•!6 2!6.4. 2/6.4/0 ,,lrr�T 216 !l��.. � ' ._.._ 20•_6' 6• 6' 1' l' &7L-- 1 . 1 -- 20••6'• 46 6" SECOND FLOOIR PLAN _ Do Ater sc t•6E 1 ` SEcoND FLOORI I / 6.1_03 sr, RDC scale 1/4"e I'-0" Det i j. NOTE: SGALE 15 1/8"=1'-O" IF PRINTED AT 11" X 17 20'-S' I 33'.4.. ( j � , !m 1 , i� As -]Built CAD Drafting - 2080 GILHAM ' EUGENE. OR 91401 ' PHONE/FAX (541) 335-8863 . Mb aaaean 0 Rt fR eWiauciNN w W ea.wn pi+t»taa mP+a RIIWIfa lIp NGTYTMN N YR Wi Y11gRNb11@IRTIialW wb�Mt Cb G1iMTM I1gM RMhIdLNfp � CI.MMCiwf M WOtpWeM lwl llR'b Vp ttpp pfCL NLLdLL1VU Nati AXGY ccoel.w"ma ptvetwsiuLa ntaciawrs owa tkxio wwra aawa:ar NOTES: I � : 6,•6,. T4._6. 13._10,. _ U._6" v -,�, ". 4181 -0 i _ o - _ - _IL it 410-a 0 SL 410- V 5L _ - Ia 2 •n" 11 II — f� 1 I=T It II I r^' 5' %7 6/0x610' zre II If JaL�` 8v (&;sk, SEDRUCM 3 w� ® BEDRUGhI [ I Ao 3 S tr t B D UCJM � ull L-' n/3x1®i6 a �'I. unxl®16� m C j •{{_?• [DRYIH - 11 y 276 If ` 5 _-• Rai a SHELF �� i,(' ✓ 3'-4' S 3'.4" S. 6.,S T I PN If 4' 12'•2` - '-1'- 7'-it"-1j'-2'-il" g• ' _ ----. - V � li � � "9 J�� I 1 �l—� 7/6 - 7/6 f� 216 810 31.14., x � • _ ,y {I } if 16 if Tun, WR if u IO 01I IAST3rox1�5 oDl l I; 4x6 N AOLR I �i'. ( fU 1116X5•!6 2!6.4. 2/6.4/0 ,,lrr�T 216 !l��.. � ' ._.._ 20•_6' 6• 6' 1' l' &7L-- 1 . 1 -- 20••6'• 46 6" SECOND FLOOIR PLAN _ Do Ater sc t•6E 1 ` SEcoND FLOORI fi- vaTE, 6.1_03 sr, RDC scale 1/4"e I'-0" NOTE: SGALE 15 1/8"=1'-O" IF PRINTED AT 11" X 17 20'-S' I 33'.4.. ( j � , !m 1 , i� As -]Built CAD Drafting - 2080 GILHAM ' EUGENE. OR 91401 ' PHONE/FAX (541) 335-8863 . Mb aaaean 0 Rt fR eWiauciNN w W ea.wn pi+t»taa mP+a RIIWIfa lIp NGTYTMN N YR Wi Y11gRNb11@IRTIialW wb�Mt Cb G1iMTM I1gM RMhIdLNfp � CI.MMCiwf M WOtpWeM lwl llR'b Vp ttpp pfCL NLLdLL1VU Nati AXGY ccoel.w"ma ptvetwsiuLa ntaciawrs owa tkxio wwra aawa:ar NOTES: I � : 6,•6,. T4._6. 13._10,. _ U._6" v -,�, ". 4181 -0 i _ o - _ - _IL it 410-a 0 SL 410- V 5L _ - Ia 2 •n" 11 II — f� 1 I=T It II I r^' 5' %7 6/0x610' zre II If JaL�` 8v (&;sk, SEDRUCM 3 w� ® BEDRUGhI [ I Ao 3 S tr t B D UCJM � ull L-' n/3x1®i6 a �'I. unxl®16� m C j •{{_?• [DRYIH - 11 y 276 If ` 5 _-• Rai a SHELF �� i,(' ✓ 3'-4' S 3'.4" S. 6.,S T I PN If 4' 12'•2` - '-1'- 7'-it"-1j'-2'-il" g• ' _ ----. - V � li � � "9 J�� I 1 �l—� 7/6 - 7/6 f� 216 810 31.14., x � • _ ,y {I } if 16 if Tun, WR if u IO 01I IAST3rox1�5 oDl l I; 4x6 N AOLR I �i'. ( fU 1116X5•!6 2!6.4. 2/6.4/0 ,,lrr�T 216 !l��.. � ' ._.._ 20•_6' 6• 6' 1' l' &7L-- 1 . 1 -- 20••6'• 46 6" SECOND FLOOIR PLAN _ Do Ater sc t•6E 1 ` SEcoND FLOORI vaTE, 6.1_03 sr, RDC scale 1/4"e I'-0" Det �—�C711P(?—�y171 j. " Aw • I " f ii VY' X 10" ANCHOR BOLTS - y '1 - - - -w • ..z ' ' e <z x� 40" OC. MIN. 2" ',3 �F ♦ ' '�, EXTENDED ABOVE GONG. I' MOLD DORM 5GHtDUL ,- S ` \ •4 BAR GONTMOUB ATTOP. 2" �IFOL SLOPEb"MIN5IMPSON HTT16 W/SSTB2D ANGI-OR BOLT DUB VERTICALLYPOUR) INSTALLED Q (2)2x STUDS (2 PLACES) � - av ® 5IMP60N HD&A W/ SSTB28 ANCHOR BOLT CLEAN FILL Ia- MIN $y, y INSTALLED 4X6 STUDS (4 PLACES) a ccAvcREre BTEMWALL 4 _ lA < I i 'l — "" : �•. ' "4.'tA J 5H /� Ji FOOTING TO BE ON UNDISTURBED SOIL 4" ROOF DRAM, TO STREET OR f.� f� APPROVED STORM SEWER i OR COMPACTED SAND OR GRAVEL ` � _ --'- - � � 16"X'1" PERIMETER FOOTINGS, - - � WITH TWO •4 BAR AT BASE INTERIOR 51RACED PANELS. PROVIDE � BLOCKING AS PER DETAILS F/4 TYFIGAL FOUNDATION SECTION !8' J!,a X. 8'CONC F'A� S 3 4" X 4" F05T3 1 , �r --- ----. 1 1/8" D BEAMS KING FORS FOUNDATION NOTES 2" SPA It FOOTINGE, ARE TO BEAR ON UNDISTURBED LEVEL SOIL 'DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS j ' I �-�� � `� �� �° � •'''. - -- � ' REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW IDE APPROVED �w nSCREENED VENTS ° THE FINAL GRADE. - • REF.10-B SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF; ! - - - - - - --•- - - Y _ - - - _ - - I STB T �� 2' -- I ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A II 1 - `----'--� , MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 959: - 11_ - _ " -' '--- - - - - = - - - - - - - - r^ r - ' '"✓ - - t - ' \q R. r` .. _ (I ` - - - - - - -\� I M..,T• - __ `r• - C, • CONCRETE• -BASEMENT WALLS 4 FOUNDATIONS _ e.T'.•11" it c i I ` T2C • .,\ i �_. NOT EXPOSED TO WEATHER. 2.500 PSL t 11 ..a- `� _ _ `_ _ E AMS 3Z - - - - nj - __ - _ _•_ - - - - . t •- GONG.BASE?ENT c INTERIOR 24" _I F � SLABS ON GRADE: 2.500 F'S1. W/ u it 'r SiOIPJDATlC�69 ' p ' � LVA•GL *tWO ! I'I - - - - EXPOSED TO WEATHER: ;"3.000 PSI. - - . '.• a -\} - _ 1 � - ^ �i'r.X- BEAMS - O.G a^ GGnGRETE St.AB { t1' _ _ <• PORCHES, STEPS. CARPORT d. Jr'ra , >+, .. `..; , r I _ -- `/ v'-'` '"S ._ .._ - -„. _ - _ - .._ ._ _ - - - - - - - - - - - ,` i - - TI T ` i p �II III1 4 SLABS EX OSED• TO WEATHER: • 3500 PSI i 2'•2,� ( L — — JF--J�Xs!/i1/2�” 4" X 4' POST I 1 I I I �. Y• a" POST I - w/9 "¢ 6�w ,a : I 1 - a A3 PER U.B.G.iAPPB 26, TABLE A-26•Ai a . 11 1 1___--- I .. F''' AT Z .tT - '7 ( IB" DIA X S' i'�tRETE PADS ' III. (2X6 PONY WALL i GONC�j2ET •>EA CONTROL JOINTS 5 - I I I (I Ib" XS FOOTING tMAXI lhury9 9 Y. I I _ _ _ I I I } „, " {•`W" ,Y e fr f., .:.. „ , 1 1 4. a-{ �I- - - --B^ -• 1_ 1.' - - -. _ _ - __ _W '- _ - - - - i i r ^ �'• GONG EcsS�C) S VE 3/4 W TOOLED JOINTS ),, i ! O } ' 'I 0" �I �" CONCRETE PADS AT 5 r A01C X I I IAV r I 1 LII __ a EX c T`317Etci L�y� tE,4r-11 MUt'ofIsIN. I ! - --- — - ---� Ij---+-I------ffIlll ---- - ---- CkE,"ya. UG *t4E(Z'•rkL ERS. 33.•4,. - - COVElkiE lRk`CF44WL, Wi BLACK"VISOUEEN" i 'I 1 Ila I { �r f 3 0 '[5idt ' OR1Cp E `t0 HAVE 1/2 IN AIRSFAGE y l - I `H 24'X 24" GIXJG. P \- E =1 ,. s 11 1 I I X +z FOOTING NM/z• 1 I 114" X a*BEAMS 32" Or— Tr$ d' ITN WIMUM ARING OF 3 M. - - 1 E€r[ 14r 6E II Lam. I GONG A �C' .. G �G7 T,H teC*4C TE TO BE PRES50PE i „ ri II I 11•� - - - - - - �2 A , • T T . Rt�T TJ•1 55•,C-, RS'DFING. OR EOUIV Sr3s ryh (I I _1 FOOTING - ^' t c — �q � r ,gyp � - • e• P'RO ar r r:L" LRAINi�S PER SEC. 2910 0E<UBG. ...� _ x "•s L _ -".I _ I - - _ Lu 6.iii - 36"x36 `x12 ��CGNC. PADS 1 t 1 I 1 4'4� W93, •4 REpAR E.u7. 'III' i I (I{I _----rI __ Y` •;a«. —------7 r� ; aCk�24" X 24" GUMC. P i I iNOTE: SCALE IS 1/8"-1 -" Ij !F PRfNTED AT II" X 11.. 2'-a^ IL 24" -_ -F -_I _ -_ - 111 e,rBEAMe32"oeji I _ I ��� T .. t, -. A.�#• SSTB STB i.� • ' SSTB 16 ( _ 31•61 I3•-Sr.�_,...__-,___ �r L - - - - - - --I r --- ITT 4PR�VJDE I5"X24" FOUNDATION ACCESS, �` ` ,� .,�••,�-. -". �. ���� _ _ _ _ 3 i, V)=RIF'V .LOCATION WITH OWNER. ' $— ROYIDE< CU`SQ. FT- OF FOUNDATIO VENTING F02 I S. ` } 4 8 EACH (!Sm)f5a: FT. OF CRAWL SPACE AREA..L1Jrr I(0"X8" VENTS W/ WELDED WIRE 1"161514 AS NOTED. O'USi, METAL FASTENERS',' ALL POSTS TO �. STEP P.T.4X4POST ON =FOOTING CONNECTIONS. � � , �� v � FO DATION _ 12' GONG. PIER i ! � � h� � W/SIMPSON EP044 q St'101u1 `i) 2. T•_3r, j -_4r• l 4 " 2•-i' { PosT BAeE ON PLAN ! [PROVIDE ,BLOCKING AS PER TJI MFG. (NOT 20x0x0coNG.PAD GAJ ALL NAILING TO BE IN COMPLIANCE W/ CARO : — -- ` ; TABLE 602.3(a) ; - s� AIAI61,v4 sGf�C�Gr� _ : FOUNDATION PLAN 6-I-03 err r ! V o"iQ'�x/iN�F%i 1 aim tl DRMN6Yr NO Ftvr � - � - � " as ���-� D •! _ V4"- 1'-0' t - 4,0 ¢'T I 11 I 1 2'•6" I' NOTE 5: ❑ PROVIDE SOLID BLOCKING AT 8"-0' O.C. (NOT SHOWN). ❑ USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER CONNECT OINS.-�--i-- ❑ USE 5IMP50N U210 JOISTS HANGERS e FLUSH BEAMS. i ❑ ALL NAILING TO BE IN COMPLIANCE U/ CABO TABLE 6023(a). i I I I I I ROOF VENTING i PROVIDE (1) 5Q. FT. VENTING FOR EACH 150 SQ. FT. ATTIC AREA. I 1 3 I USE CONTINUOUS RIDGE VENTS AND SOFFIT VENTS AS REQUIRED. I 1 (8"X8" JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS). l i NOTE5 ❑ USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER. I ❑ SEE ELEVATIONS FOR FOOF PITCH. r I ❑ SEE FLOOR PLAN FOR DEADER SIZE. ❑ T:RUSS MFG TO VERIFY ALL D!MEA;S'ON4 Pi?IOfw TO TRUSS A55EMBL Y. ❑ PROVIDE 22"X30" ATTIC ACCES::. TO �'NY ATTIC AREA WITH CLEAR HEIGHT GREATER THAN 30'. Ii ❑ ALL NAILING TO BE IN COMPLIANCE W1 CABO TABLE 602.3(a). i, 1 1 - 48' i 72'-6,. 75•.6• 1 { I L_ � �— -- - - -T,"'WCA- 12' E 'b IiIlIl \ pp.l 4XBIHEADER i' _ 4X9-1HEADER- ---------- .-�� — 318"DELKJNRATED OSi•S, I Ii V glil �4�bP� N re, TJ �LooR Jolsrs • 7+' __ i S� ^ ------- - -IIf,- - - - - -- --- 4, ------------- ----- wva" TJ1 FLOOR JOISTS o 4" ��' VI—— _ vt-. = I i ` 11,118" Til q JOISTS • 74" — _ L1/B" EGKING RATED F�" SPANS _ _ _ _ _ _ .- _ _. _ — _ ---_____—_—____ �'� 19 ----EDF • I i 19 I r --------- ----- �ff��"^-------- - - - - -- T , FLOOR J015TS o 24" -----------\ t II 1-1/0" DECKING RATED FOR 14' SPANS I ��{•� `�' " _ 1 — — --_ — — — - - - -- x.17/.i%T — I I I - � I 1 T/8" TJI FLOOR JOISTS • 24" I' „�, I 1 �Ir-'-�"--� — ---1 I 11°"— •_— ----IE — — — — — — — — —c -- ________________ IIIL I I Ilm A, IN DELKMIG RA TED FOR 24" AN& L°- - --V-- � - -------------------- -- -sI >— --------i-------- ---- 1L1/8^ TJI FL iJOiST o 24" i a4rm 1 ``\ IIS •; I _�suppoxTC F• Ii h �J _j1 ----- --- - - - - - - - - - - - - 111/8" TJ1 FLOOR JOISTS 1 24" r _ _ II 4X0 HEADE 4X8 NEAP R .— _------___—_—_-- — _ _ _ _ _ l 4X5 HEA R _________________ 14' 48' IWO WEADER .. t - HEADER_ - I I I 1 -�--- t -; -- -- I I I I t I I {----------- r--------------- I ----------= T - --- -----------I Gj 1�- -------- _ _ - - - _--------------1 I ! i —----------- - {I —IJ it -N---------------�------------�I- I I j� 1 _ 1 I — I i l i I i I {�- ------------- - --'l-- — a I OR --2x*12AFi I i I'i -._ - f-- - - - - -'- ----------1 - L--- — — — -- I T G - - WE R __ pp• I � i —— ------ ROOF I • RAM I NG -c FLAN -- — 1,4"_ r-0" CN47_ SGA -Ge) p1��•� NOTE: 5GALE 15 1/8"=1'-O" IF--PRINTED_-AT 11 X 11" 31'1-4" O Y`/ E I � r I' A I I NLr! , PROVIDE SHEATHING AT TRUSSES UNDER O1 --FRAMING WITH BLOCKING TO 2X6 "2DF-L RAFTERS REQUIRED FOR e'-6" MAX SPAN . OVER USE RAFTERS AS PER SPAN CHART iRAFT E 5FAN CHA T,: ASrUMED 25 PSF LIVE LOAD -6 DEAD LOAD MAXIMUM Fq90flt PITCH 10/12. 02DF-L OR BETTgR s 2411 OC 2X& = S'-6" 2X8 = 12'-0" 2XIO = 14'-8" 2X12 = 11'-4 #2D9: -L OR BETTER e 16" CC 2X& = Il' -0" 2X8 = 14'-6" § 2XIO = 18'-4" 2X12 21'-0" As -Built CAD Dra;tlnL3 �• 7080 GILHAM \ " EUGENE, OR 91401 '^ PHLNE)FA%lSAU 338-BFh3 1M VIuuW pRaM Wq:[Y6Jw I � R O,! !N ONL R!T OO MI fJIT w• R!'IV.'YG! Mlp VFMMIOI M W! tl4% ugtw+epmfeM vegmx»w.v-mL,t c..c owlML rt ro np pparRmm�TT R ewoxpercle roTieu avRr¢ !R! e: aw YIO M C1@CKpLL LCGpI K : tv G Ni PO CLON.11MiLMORNK.OwY. •H!R'XKT '. 4•Y.q CLL90pMLtINp pq LH1Lq„M CEILING J015T 5J=AN CHART: '. !'.`Edi. _o P ,.IVF i -CAD A 0 P5F DEAD .LOAD% 02DF-L OR BETTER 6 24" OC 2X4 = 2X8 = 1'-(D" - 2X6 12'-8" 2XIO = 10'-0" = 15'-8" - 2X12 #2[)F -L OR BETTER - i6" OC 2X4 = 6-4" 2X(o = 12'-4" 19'-0" 2X12 ,B I t /t SNEAK WALL N,AII=IN% ROOF f;KAf"IIlNcTf 1 f/ s jV p%a : ImLoak y�� sTS s/f 2�a/ doh i � PLAN' aX,71rW&(S ACAZT IA172X rr WOWS, SECOND FLOOR FRAMING 4tL myoF JesTs) 30 NaT 5CAle lROVIDE 0 � � G'If e ��Q � � Bio BLOCKING AS PER DIOR 5ACED ETAILS F/4 a4tc, 10 671 10'belm -rfec�c = 5 "�` HOUSE SECTION N- - r.o• r i r 25 YR COMP ROOF 15" WATERNIEATHER PROOF BUILDING WRAP. LAPPED - 1/16" COX PLYWOOD ROOF SHEATHING, OR EQUAL 0d NAILS i 8" OC. 2X8 FASCIA AND RAIN GUTTER --' , 2 X SOLID BLOCKIJfa Y 2X12• SCREENED VENTS • 6'-0" Or - 3/01' (MIN) EXTERIOR PLYWOOD, PAINTED. AT SOFFIT - 2X10 FLJST. TYPE -X am f:�W/L7 UTILITY GARAGE SECTION B -B U4• " I'.p• a i LAP SIDING r I5. 15UILDIWJ WRAP. LAPPP EDF 1/Ib" CDX PLYWOOD WALL SHEATHING, OR EQUAL i0d NAILS • S" OC. //--1/2" DIA X 10- ANCHOR BOLTS AT 48" OC. MIN 2 BOLTS PER SILL SEGMENT -USE -- APPROVED IUASHERS 2X6 P -T, MUDSILL ON NON-COMPRES518LE GASKET �r I .1 - _ AWCH ZME CC P etOGFM6 IVENTED / 1� _ ATTIC ISUILDING WRAAP, LAPPPED E )OF \, PRE-ENGINEERED ROOF 1/2" COX PLYWOOD ROOF TRUSSES AT 24" D.G. SHEATHING, OR EQUAL 10d NAILS • 8" OC. R-38 FLAT CEILING INSULATI I 2X4 INSULATION IP 0*7 FURS - i TO MAINTAIN 1• AIRSPACE +� I 2 X SOLID BLOCKING ' - HIGH -HEEL TRUSS TAIL, OUT TO 12" " a S ? DOUBLE 2X6 TOP PLATE '�� �-- 2k6 FASCIA AND RAIN GUTTER \, AT % 374" (8'-03/4") \— � ABOVE FLOOR DECK 2X12 SCREENED VENTS n 6'•®• OC I/2" GYP$UM BOARD CEIL+I'.', + WALL INTERIOR FINISH •- - HORIZONTAL LAP 510I1110 SECOND LEVEL 15' WATERNIEATHER PROOF - R-21 WALL INSULATION &11LDIN0. WRAP, LAPPED 112" GDX PLYWOOD WALL SHEATHING, OR EQUAL I l!8" SHEET DECKING GLUED 2X6 WALL STUDS AT 16" O.C. I AT JOISTS 1 JOIST TOPS .(TYPICAL / ALL EXT. WALLS) JJ�� i r i II 1/8" SERIE5350• WOOD RM JOIST I _ EXTERIOR �..�' DOUBLE 2x6 TOP PLATE... "9 I AT 108 1/8" (9`•?%l/e') - -� ' ABOVE FLOOR DECK F � V2" GTPSu1-I BOARD CEILING 1 � - s�" WALL INTERIOR FINISH s. .. VAPOR BARRIER AT INNER F ; - /"—' HCR;ZONTAL LAP 510W. _ I -J OF ALL EXTERIOR WALLS OR j 7 ' IS IAAPROOF VAPOR BARRIER PAINT BUILDING WRAP.LAPPED MAIN LEVEL , J IR" COX PLYWOOD WALL SHEATHING, = OR EQUAL 8d NAILS a b"EDGE, 12" FLO I 2X6 WALL STUDS AT 16" OC. R-21 WALL INSULATION /� (TYPICAL a ALL EXT. WALLS) ' 11/8" SHEET DECKWG i4X8 BEAMS 4 $2" O.G. - _ - IQ" DIA X 10• ANCHOR BOLTS _ AT 48. OC. MIN 2 BOLTS R45 FLOOR INSULATION PER SILL SEGMENT -USE HOT DIPPED GALV. WASHERS '4 BAR CONTINOUS 4TTOP, -- - AND •4 BAR AT 48" O.G. 2X6 P•T. MUDOILL ON _ VER71CALLY -(IF DOUBLE P ) NON-COMPRESSIBLE GASKET - AAAA AAAA AAAAAnSLOPE b" MIN .4 1 GRAWLSPACE LEAN FL I -_� , • VENTED 1 UNI-HEATED CONCRETE STEMWAL � l8" MIN .�.xa-cam 6 M. BLACK "VI�AUEEN" MOISTU Ib" BARRIER CN GRADE ,, \ 4" ROOF DRAIN, TO STREET OR FOOTWG,TO BE ON LNDISTURBEO SOI \ APPROVED STORM SEWER OR COMPACTED SAND OR GRAVEL \\_ 16"Xl" PERIMETER FOOTINGS, WITH TWO +W BAR AT BASE ' r'I'IGAL WALL SECTION i 56!�, N41-1-ef J//. Z f �. Yi,wzz- sgc I&L-) lb"=V-0" IF PRINTED AT 11" X 11" I, As -Built CAD Drafting 2080 GILHAN , ELGENE.OR 91401 PNONE/FAX (54U 338.8863 +rb orrsu mrcw +.z cps+wr.+xe. 0 ore eoansa ori. oo xa+raw� as lonllp" sv+.c..�rm.u.(apl py.QILLI RMb106M wyrrow ew+yo p" ",s.rwrRceoens ow oevwxw NOTES- -- r I { i 1 I i l I V / LCT 10NS 4 NOTES I VAtE• E:D voBT, 812E BYl :.W ,,0" 6 J a-t5�i�aFl a r_-Iw A I i t--4 19 a r_-Iw A I � d 61-D a /;. :m 1 s M