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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/18/2021Ewm JODD41 I I b (ou OnD MARTT E KILN E MAXInE E DDOOKS 1 L 1ST OF Dfi AWING5: PCS. i SITE PLAN 4 SITE INFORMATION PC3. 2 GENERAL NOTES 4 ADDITIONAL ENER(�;i' MEASURES TABLE Pte, 3 EXCAVATION PLAN P. 4 ELEVATIONS PG. ED ELEVATIONS Pte• (o RAILINGS, COLUMNS $ FRONT PORCH DETAILS PG. i PROPOSED DOME MAIN FLOOR PLAN PG. a PROPOSED UFFER BONUS ROOM PLAN Pte. e SHEARWALL $ CONSTRICTION DETAILS PCS, 10 FOUNDATION FLAN 4 NOTES PG. 11 FOUNDATION DETAILS PCS, 12 MAIN FLOOR FRAMING PLAN PG. 13 UPPER BONUS ROOM FLOOR FRAMING PLAN PCS- 14 ROOF FRAMING PLAN $ NOTES PG, 15 TRUSS DETAILS PCS. I(o TRUSS DETAILS 4 ROOF PLAN PG. ii SECTIONS PCS, 18 SECTIONS PCS. 19 PROPOSED DETACHED GARAGE 4 UPPER SUITE PLANS PCS. 20 DETACHED GARAGE ELEVATIONS PG, 21 DETACHED GARAGE FOUNDATION PLAN 4 DETAIL & NOTES PCS. 22 DETACHED GARAGE UPPER FLOOR FRAMING PLAN PCS. 23 DETACHED GARAGE ROOF FRAMING PLAN 4 TRUSS DETAILS 4 NOTES PG. 24 DETACHED GARAGE SECTIONS PCS. 25 HOME MAIN FLOOR LIGHTING PLAN f=G. 2& NOME UPPER BONUS ROOM LIGHTING PLAN PCS. 231 DETACHED' GARAGE LI HTfNG PLANS SITE INFORMATION OWNER: JORDAN 8 COURTNEY JOHN50N PROPERTY ADDRE55; LOT 12 SOUTH ASH 5T. 5FRXSPIELD, OR. 9-1411 i" fAP #: 18030213 TAX LOT *: 1000 16" OAK 186.89' _ _ ---12-OAK •--___„N 8938'24"W ____-. __.. , ._ -'' �'�►„_ . - _!s''- 131 @:' OAK ___ .. . J4:9AK - . (3)_8"DAK -- -- ---- ------ __--,. -_.'- _ %�V - --..----j4"O (2)10"FIR Ib" OAK, _ 6 - 0 12' OAK .. _._. ••_ o 0 _ 26" OA 10' OAK , , 10” OAK - 18' OAK - _ 12 `Y3 .@ _8-0AKAK Z`OAK 'approved dramflel , ''• , �a 9 4 oo, --20"AK•-..�• •'-•-------- ''•, -- ------ M"OAK --- 201, OAK OAK------ ---a_ , 22 O' •14 a "•QAK- ' � o ra infi ea _ replacement �sld d ar o AK 20" AK qq _ �<S - '-__._. 24" - •' •_,, I4"OAK' e 22" OAK _ . _ • -. _ _.• •12"OAK "- (2)(Q"OAr,---------- )P; OAK 2"O' 16" OAK !2712" AK 12" OAK 12t OAK 120 II 12 OAK - -(2)12" OAK (2) 12"a4K . " OAK ---------- fire pit 8" OAK 16" OA .14„ .V OAK - - ' r- 6" OAK . _ 110 fence _.. - 8 OAK .,13'•q: concrete 105 (N 14 OAK 1111 10"41.4 E 8" OA ' t �•, 'Y1) 10" OAK . - 16" OAK , 0 A8H -ONI0" O12" OAK •' - P----.--- (D ....... 10"OAK...- 5tf"M OAK - _-_18123'-- o• p:•. --.--. .. .CNP-•'•_ Jgu 12" N 89°P�916 E STEMO 0" OAK •. .. _. PSR POE .v •.16" OAK"No. 91202 L yy 6, - "--'-K• GMP AS#,,STREET., -----_ ��� — -- ----- --- ------------- ----_ ------------------ GRAVEL ROAD 51TE PLAN SCALE: 1/16" = 1' NOT A FLAT LOT G�5� CONTRACTOR TO VERIFY' ALL DIMENSIONS PRIOR TO ORDERING 4 CONSTRUCTION 0 STEVE A ROBINSON 683-2867 DESIGNER ARTISAN F4c( IN-ou SITE PL44N & INFO BY: S,R&AK a IN 27 CONTRACTOR TO VERIFY' ALL �iMEN&IONS RRIOR TO ORDERING 4 CONSTRUCTION ELEVATION NOTES SIDING: - HARDILAP w/6" EXPOSURE CEDAR SHAKES w/6" EXPOSURE (see elevations for siding locations) ROOFING - COMPOSITION SHINGLES WINDOWS - VINYL FASCIAS - 2XIO w/2x6 WINDOW/DOOR TRIM - Ix3 (see detail) CORNER TRIM - )x3 SOFFITS - OPEN 5.n e�cepTs_ 683-2867 DESIGNER ARTISAN DRALLN BT: -5 a Ax DATE: 5/31 21 PROJECT V 44'-(," 1T_0.1 @ a 1 m Si 2 shower v ATW S vN w/ simp ECC66 cap 41-2l' E u Q Simp HDU2 In line O fUrr wall out to 8" F ®bathroom @ m 2636 sh (2) 2x6. DF 12 In stairs above Simp HDU2 3 ) 2 sh 2x6 DF '2 min w/strap above MAiN LEVEL SNEARWALL NOTES E 6 i/16 058 wad NAILS w 6" o.c. EDGES 4 12" o.c. FIELD PROVIDE 2x6 6 PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 HOLDOWN w/66TB20 BOLT PROVIDE 11/2"DIA. ANCHOR BOLT5 w 48" o.c. F 1716 OSB W/ ad NAILS m 6" o.c. EDGES 4 12" c.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING NO ADDITIONAL HOLDOWNS REQ'D PROVIDE 1i2"DIA. ANCHOR BOLT5 a 48" 04. q -1/I6 OSB W/ Sd NAILS a 4" o.c. EDGES A 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 I-IOLDOUN w/55T520 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" o.c. G q '1/16 OSB W/ Sd NAILS ®4" o.c. EDGES < 12" o.c. FIELD PROVIDE 2x6 a PANEL EDGES NO EDGE BLOCKMG PROVIDE SIMP HDU4 HOLDOWN w/5$T1524 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" c.c. UP to n @ 6x6 p.t. post MSTC28 strap From w/ simp ECC66 cap beam to top plate here 6x 10 DF 02 min OUTMNG @ a 6x6 p.t. post 1 m Si 2 shower v ATW S vN w/ simp ECC66 cap m E u Q Simp HDU2 In line O 6 x 10 DF "2 min 6 x 10 DF '2 min protected from weather @ m v F ---- w/strap above _ 4 1 I m m E� 5imp continuous header over this E I work bench � ?' 6 t wood stove - I AC2) G csmt 2x6 F'2 ml 2626 Fix l2) 2x6 F'2 mi -- i 5imp HDU2 in line W D F' G 2626 csmt C2) 2x6 F'2 mi 2626 Fix C2) 2x6 F'2 mi I w/strap above N 26/�6 cs2x l2) 2x6 F'2 mf (2) 51mp (2) Simp HDU2 j 4'-2" Sim p HDU2 in line o _ m Q�Q HDU2 5imp HDU2 w/strap above closet N S E 5ir2" x 101y" 24F -V4 GLIB min 51/211 x 101r2" 24F -V4 GLIB min B (a) simp lsdnd 9050 ohd 9080 ohd 4 Q Nu_ HDU2 3E bund up 4 in @I ` a N comer per _ SNNSE s @ 5 9 B cv�`+� Simp HDU2 in line w/strap above 61 2 P.5 e a balloon frame this wall II' -10 Yz" tall 24 between floors see section 3 p. 24 4 x 12 DF *!2 min continuous MAiN LEVEL SNEARWALL NOTES E 6 i/16 058 wad NAILS w 6" o.c. EDGES 4 12" o.c. FIELD PROVIDE 2x6 6 PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 HOLDOWN w/66TB20 BOLT PROVIDE 11/2"DIA. ANCHOR BOLT5 w 48" o.c. F 1716 OSB W/ ad NAILS m 6" o.c. EDGES 4 12" c.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING NO ADDITIONAL HOLDOWNS REQ'D PROVIDE 1i2"DIA. ANCHOR BOLT5 a 48" 04. q -1/I6 OSB W/ Sd NAILS a 4" o.c. EDGES A 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 I-IOLDOUN w/55T520 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" o.c. G q '1/16 OSB W/ Sd NAILS ®4" o.c. EDGES < 12" o.c. FIELD PROVIDE 2x6 a PANEL EDGES NO EDGE BLOCKMG PROVIDE SIMP HDU4 HOLDOWN w/5$T1524 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" c.c. UP to n @ 6x6 p.t. post MSTC28 strap From w/ simp ECC66 cap beam to top plate here 6x 10 DF 02 min OUTMNG @ a 6x6 p.t. post SUITE Simp HDU2 v ATW S vN w/ simp ECC66 cap m E u Q Simp HDU2 In line HD 6 x 10 DF "2 min 6 x 10 DF '2 min protected from weather @ m v F w/strap above _ 4 E� 5imp continuous header over this (2) 5imp HDU2 ©I© � e (2) AC2) G csmt 2x6 F'2 ml 2626 Fix l2) 2x6 F'2 mi HDU2 wall segment per portal frame detail F' G 2626 csmt C2) 2x6 F'2 mi 2626 Fix C2) 2x6 F'2 mi 26/�6 cs2x l2) 2x6 F'2 mf (2) 51mp (2) Simp HDU2 _ m Q�Q HDU2 m closet 5ir2" x 101y" 24F -V4 GLIB min 51/211 x 101r2" 24F -V4 GLIB min B lsdnd 9050 ohd 9080 ohd 4 Q (4) Simp HDU4 bund up 4 in @I ` comer per F 5 F I 61 2 P.5 24 between floors 4 x 12 DF *!2 min continuous _ v l3'i2"24F- GLB min---- ----------- ------ - ----- ----- 908ID o41d , - . - , .. ........................ line of roof above 4 A ibc� 6x6 post lot. G �, a w/ simp ECC66 cap - 2'_6� 9'_0" 31.0tiS 0 2' 6�� 2,_6„ i 2 4 4 PizOPOSED DETACHED GARAGE FLOOR PLAN SCALE: 1/4" = 1'-0" MAiN LEVEL SNEARWALL NOTES E 6 i/16 058 wad NAILS w 6" o.c. EDGES 4 12" o.c. FIELD PROVIDE 2x6 6 PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 HOLDOWN w/66TB20 BOLT PROVIDE 11/2"DIA. ANCHOR BOLT5 w 48" o.c. F 1716 OSB W/ ad NAILS m 6" o.c. EDGES 4 12" c.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING NO ADDITIONAL HOLDOWNS REQ'D PROVIDE 1i2"DIA. ANCHOR BOLT5 a 48" 04. q -1/I6 OSB W/ Sd NAILS a 4" o.c. EDGES A 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP HDU2 I-IOLDOUN w/55T520 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" o.c. G q '1/16 OSB W/ Sd NAILS ®4" o.c. EDGES < 12" o.c. FIELD PROVIDE 2x6 a PANEL EDGES NO EDGE BLOCKMG PROVIDE SIMP HDU4 HOLDOWN w/5$T1524 BOLT PROVIDE 11/2" or 5/8"DIA. ANCHOR BOLTS a 32" c.c. UP to n @ 6x6 p.t. post MSTC28 strap From w/ simp ECC66 cap beam to top plate here 6x 10 DF 02 min OUTMNG MSTC40 e strap between floors 2' IID" Ip_0,18,_q H H H 3sh 3sh 3ID4ID sh CFI2)2xmi (2)2)2xmi l2) 2x6 DF '2 min DF '2 min k9l llWl � HD� r�ul=sT✓�EN 4 MART'I'' E K.ELL Y's q._6.. m� @Nv m -- ----' i MSTG40 strap between floors @ a 6x6 p.t. post SUITE /IF 4 v ATW S vN w/ simp ECC66 cap m E u Q i HD 6 x 10 DF "2 min 6 x 10 DF '2 min protected from weather @ m v F ;- line of deck above _ 4 � Q' ©I© e MSTC40 e strap between floors 2' IID" Ip_0,18,_q H H H 3sh 3sh 3ID4ID sh CFI2)2xmi (2)2)2xmi l2) 2x6 DF '2 min DF '2 min k9l llWl � HD� r�ul=sT✓�EN 4 MART'I'' E K.ELL Y's q._6.. m� @Nv m -- ----' i MSTG40 strap between floors @ ro @ a _ SUITE v ATW S vN v N i HD 6 1-15TC28 strap to face or blocking below 282626 mSE in ©I© e AC2) G csmt 2x6 F'2 ml 2626 Fix l2) 2x6 F'2 mi 2626 camt C2) 2x6 '2 mi F' G 2626 csmt C2) 2x6 F'2 mi 2626 Fix C2) 2x6 F'2 mi 26/�6 cs2x l2) 2x6 F'2 mf /i\ / "" G st a0p etween _ m Q�Q m closet ip B lsdnd I M6TC40 strap in @I ` 0 I MSTG40 strap between floors _ v N' , - . - , REPI I between floors @ ro @ a _ NSE @Na m..Q v ATW S vN v N i HD M6TC28 strap to face of blocking below @ 1-15TC28 strap to face or blocking below 282626 MSTC28 straS between floors AC2) G csmt 2x6 F'2 ml 2626 Fix l2) 2x6 F'2 mi 2626 camt C2) 2x6 '2 mi F' G 2626 csmt C2) 2x6 F'2 mi 2626 Fix C2) 2x6 F'2 mi 26/�6 cs2x l2) 2x6 F'2 mf /i\ / "" G st a0p etween _ Floors L I ���*�� --.-...- .--.-- 6 2 2) 2 sh 26) 2 sh2r.50 sh /� Q C2) 2x i l2) 2x i C2) 2x6 6 4 bwld up 6X6 p.t. post F •2 mi *2 mi F "2 mi w/ sim ECC66 ca(0,6 6 H G d ta�ii 2P 5 p p 6.. 6.. 6.. 6" 3 24 UPPER LEVEL SNEARWALL NOTES G U'1/16 0S8 W/ Sol NAILS a 6" oc. EDGES 8 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE SIMP 1­16TC28 STRAP TO FACE OF BLOCKING BELOW H 1/I6 058 W/ Sd NAILS 0 6" o.c. EDGES d 12" o.c. FIELD PROVIDE 2x6 m PANEL EDGES NO EDGE BLOCKING NO ADDITIONAL HOLDOWNS REQ'D I 'I/16 OSB W/ 8d NAILS e 6" o.c. EDGES e 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE MSTC40 STRAP BETWEEN FLOORS /n\ l/i6 OSB W/ ad NAILS ®4" oc. EDGES �] e 12" o.c. FIELD PROVIDE 2x6 e PANEL EDGES NO EDGE BLOCKING PROVIDE 6IMPMSTC40 STRAP BETWEEN FLOORS 4,._9., T_&I, 2,.6„ 2i-6„ 2.,3,. I,_3�, 2�_6�� 2,_6„ 2 6, 2. g.. 2• S.. 2•_6.. 2,_6., 2•_6.. 2•_g�� 40'-0'1 1 2 24 4 MARTY 4 KELLYIs UPPER SUiTE PLAN SCALE: 1/4" = 1'-0" NOTE: PROVIDE Xta GYPSUM ON ALL GARAGE WOOD WALLS PROVIDE V GYPSUM ON GARAGE CEILING PROVIDE A 20 MINUTE SOLID CORE DOOR INTO HOUSE FROM i GARAGE NOTE: ALL LWARIKED EXTERIOR WALL LOCATIONS TO BE UNBLOCKED 6A SHEARWALL DETAILS SGOUARE FOOTAGE MAIN NOME 2369a Uf°f'ER BONUS ROOM G i1 a TOTAL LIVING 3046 CxARAGE/SHOP 8/oi a DETACHED GARAGE UPf ER SUITE OONTF,,4OTO TO VERIP� ALL DIi IFN510Ne PfRIOP TO O DE1RINGz 4 CONSTRUCTION MSTC40 strap between floors 3 24 DECK WATERPROOPING PROVIDE A TRAFric DECK WATERPROOF PVC OR SIMILAR MR IBRANE OYER WHOLE LENGTH OF DECK WRAP UP WALL t ALL POTS MM S' STAIR INFO RISE - l" t RUN - I@ TOTAL RISERS - IS poi OUL STEVE A ROSINSON 683-2867 DESIGNER ARTISAN I DETACIIIED GARAGE & IN-LAJ SUITE PLANS v�— e 'SAR & AK A NEW 125 .� - FINISH MAN FLOOR EL- 1151-811 FINISH GARAGE SLAB m FRONT OHD EL. 1181-011 FINISH GARAGE SLAB * BACK OF GARAGE EL- 118'-4" FINISH DETACHED SHOP SLAB B FRONT OHD EL. iib'-@" FINISH DETACHED SHOP SLAB 0 BACK OF SHOP EL- 115'-4" 311 ® p NOTE h _ iZO THESE EXCAVATION ELEVATIONS ARE BASED ON THE MAIN HOME FINISH FLOOR 15ENG ELEVATION ... . - ....., THESE EXCAVATION ELEVATIONS ARE TO THE TOP OF A 6" COMPACTED GRAVEL PAD (TYPICAL) ...: REMOVE ALL FILL SOIL IN DEVELOPMENT AREAS PROVIDE MN 3 PERF PIPE AROUND PERIMETER OF LOCATION 115 ... --- tx t� N 105 .................... 11 moo`s S e ------------- _ .. '•16723.. o. .o•. .__ -- .. .. ._ - - f3............ . 100. . T _ - :::::-•-- AS"ff STREET.. - --- -- - - ----------- ------------------- - ----- — - - - - - — -- -- ---- - -- -- — — — EXCAV MON PLAN aaawa BY. .. AR A AK Dave 5 1A 'A EW ROME OR ' JO DAN & EXCAVATION PLAN COI RTNEY &CALE:1/16" = I, 3 of 27 NOT A FLAT L07 0cepTs STEVE A ROBINSON 683-2867 CONTRACTOR TO VERIF"1' ALL DI TENSIONS PRIOR TO ORDERING 4 CONSTRUCTION DESIGNER ARTMA