Loading...
Plans (-- OFFICE COPY 4v1510N5: 1 RECEIVED MAR 16 ?OZ' ��� •i CITY OF TIGARD • �F\G i BUILDING DIVISION Ci / '\ Q i •\ \ a) � '_ cc c i� . A, ( a /� , 6., H • +,5 > v.v �1/ • fie��� a = OFFICE COPY \`\ T1,� ate = 0D � C CITY '\ �'�,� C = iY OF TIGARD� '\ U O • ,/ v REVIEWED FOR CODE COMPLIANCE • {� �\ Approved[ i I \,\, e/ �\ • \�`a / Q OTC: [ \ ��� ,<, ,/ 0 A Address: �` ��/\�J `\ PROPOSED` O )a--,(0o W- / , ^ Lr t C l y `\, ADDITION O 0_ Date: Suite #: 1 \ 1 y '- �/' `\ \ EO BE REMODELED ''0' •� (V V 1 f '\ ` N • •\ EXISTING ELECT. 4� METER ` \ / 1� \ NEW TRASH .5 � AREA \ Oa \,\• ` /gym/ . ,• �\ ,\ \ �\, VALIDITY OF PERMIT \ \ THE ISSUANCE OF A PERMIT \ m \ BASED ON CONSTRUCTION \ ry0.w / • �'0 '\ DOCUMENTS AND OTHER `\ \aa M FIUER FABRIC DATA SHALL NOT PREVENT `\ / •• . \' A(11ER(AL '\ U 2 ER FABRIC AlAERNL SE SnC"�L°°P5 THE CODE OFFICIAL FROM Z 36'WIDE ROLLS OLER 2"x2"Po57S awl REQUIRING THE CORRECTION �\ r l'A' � `\ • • EXISTING OF ERRORS. OSSC 105.4 PARKING ON \ ADJACENT LOT Z I .i � r o • s Z Oc� p a1 `..ce P.. = �' (1,R0�I � ' I T2j V / L Y m )6(1. Cn �0 \ V/ (6 1 / W cD SIDE VIEW SIDE VIEW .\ _ J m / —al �a NO[E ENDS OF F7LTER FABRIC FENCE OW DIRECPON `\'\ %/ ci TO ASSURE 50/4/SEDIMENT lS]RAPPED ARROW(IYP) �\ .11111 E O H o ❑ ' f ai la7 WRM PoS)5 BREAK UP /(0<0 i ❑ __ - ❑- 10 LENGTH OF '\ _`SLOPE % DRAWJ BY:PETS WILSON • /NLERLocKEO AT CORNER OR `\ DATE: 3/12/2021 ` PROPERLY LINE // 7-7"PoS S W/A7TACNEO FABRIC SITE PLAN S PLAN LEGEND ,INE \ ; SHEET NOAO TOP VIEW SS •L I SELLER �\ / SCALE: 1" = 10'-0" „ 5 •5Tg01DRAMLINE `\ -W W •WATER LEE , / L••••••.•••• 121Om SW PACIFIC 1 4WY a a o .EIAIL VAC E rSW PA, IFI NORTH o DETAIL t SEDIMENT FENCE DETAIL ELEVATION GRADE 5 / A/J� SCALE NTB. OF IVf/ 4'✓'5 GINS: (-- T -- m 0 EXISTING FRONT ELEVATION / SCALE, 1/4" = I'-0" 0 9 4 = a II ,/ 00 _, 1L / z EXISTING STRUCTURE Q 1 EXISTING STRUCTURE q li REMAIN NO I j I \ 9 UTI UCTURAL CHANGES (��— • - ♦ pN N 4Y } ffl EXISTING RIGI-IT ELEVATION S SCALE : 1/4" • I'-0" - il UJORKSPACE '0 9 I a M ♦ s M Y X i 0 m r J m 1.1 ♦ Zr: en M i z �0 3/0xi/6 �Y 0 W 0� - S'-0..CLG OFFICE '? 0 m 0 ♦ +1- — Q Will w m iv 9/0xb/8 -0 0 0 Iiil 0 O — -- _ -- '0 .0. 4/0XT BLD.• 4/0X4 BLD. .0 ` pRAWN BT:PETE WILSON / 2 2"/ T-b" b-0" / DATE: 3/12/2021 EXISTING REAR ELEVATION I / 22'-0° 33:_b« / / SHEET NO: SCALE : I/4" = I'-0" / / EXISTING MAIN FLOOR PLAN Al SCALE 1/4' = I'-m" '15 SC.FT. OF 5 i i- --, �V1SIONS: NEW HARDIE PLANK SIDING 6-3/4"REVEAL 4 Ell mmoomommomm...., ••• ••••• MIIMMIIIIIII Af OMMINNOMENMENEMII _Imo __. ____• O _ _iii. _.... --- M1 -_ ........___. I 51. EXISTING WIND. NEW GARAGE \ / TO REMAIN NEW FRONT ELEVATION DOOR SCALE I/4" = I'-m" ill/ 9 o N . p 10'-0"CLG / 4 Z NEW HARDIE - EXISTINGSTRUCTURE PLANK SIDING EXISTING STRUCTURE 0 0- 6-3/4"REVEAL TO REMAIN,NO STRUCTURAL CHANGES U Fn--, 1L e -- �o - \ \ y:. II II II u � e = V QQ 3 4 \ 2 EXISTING�h. WALL TO BE I m Mil 11=1... w REMOVED L -Jill w [s— - It-T X 15'-II" r -_- whir EXISTING WIND. .. LINE OF EXIST! I Q TO REMAIN STRUCTURE ,• II'-6"ADDITIONx• - NEW RICs 4T ELEVATION v SCALE : 1/4" = 1'-0" IT-0"CLG J WORKSPACE . W EXISTING I re I WALLS TO BE REMOVED iP NEW HARDIE PLANK SIDING \\\ /// illQ 6-3/4"REVEAL \ / I U\ - - - - r` - - - - 00 \\ // � ill 0 -.s, / \ 1,10c / \ I- / \ NEW 2z6 EXTERIOR9 / \\ WALL CONSTRUCTION It \ \ i . o4 Daiv I _ —. EXISTING WOW. EXISTING WOW. W/NEW BEAM DRAW/EST:PETE WILSON / 6'-4" / 9'-e" / 6'-m" DATE: 3/12/2021 4 re re / 33'-6" / SHEET NO: st ROOFDOUNSPOU NEW MAIN FLOOR PLAN , • NEW REAR ELEVATION SCALE 1/4" _ ,'-m" I,m89 SC.FT. A 2 'REFER TO ENGINEERING SHEET 91 FOR L. SCALE : 1/4" = 1'-0" BEAM SIZES,SHEARWALL 4 HOLDDOWN LOCATIONS OF i ,ICJ=VISIONS: \ C 0 BEAM 4 RAFTERS PER ENGINEER 0 Q 2 9 r N ri .. I- b e s i 4"CONC.SLAB ON GRADE z CROSS SECTION SCALE : 1/4" = I'-0" „{ 1 0 <4 tit / Qa O � Qe NO GHATES TO I� \\ EXSTING STRUCTURE \\`!II ''^^ I- 1 7-6" 24'-0" V/ O 3 \/� I I / t ` 4 J L J NEW NDR �t S I I I r L+ ♦ G V 1--- IIII i _ .9': 1 ..9:pp N °i�h �� 'I EXISTING • y I FOUNDATION WALL�� TO BE REMOVED I I I OR SAWGUT LEVEL } ® F. 1 WITH FLOOR SLOPE 3/I6" SLOPE 9/I6" ® I PER FOOT = PER FOOT ® n SLOPE ROOF mI I ll �-TO SCUPPER ft' i' ,I Z SLOPE ROOF--�` ;p I TO SCUPPER ] - EXISTING FOUNDATION i I 1 I NEW 4"CONC.SLAB ON 9 ILL, CONC.SLAB TO : GRADE TO HATCH m 2x12 RAFTERS=W"O.C., LOPE TOP OF RAFTERS ,4, REMAIN ! HEIGHT OF EXISTING ^' X 3/I6"PER FOOT TO EgCH SIDE OF BUILDING • • I• II SLAB • H Z V SLOPE 3/16" SLOPE 3/16" ,�,}n� PER FOOT PER FOOT v I 3 I' IY et .�I DLOGK OUT FOR • IIl aryl �NEw m/m GARAGE Q N DooR m 1 Ma �o m JB iii Ili s o� I / 0� I r EXISTING NEW-I 9 (�L- P HDR I I➢J �?' r.:..:r.r:...e,. J ROOF FRAM ING Pi_AN 22' , I,'-6"ADDITION DRAIN 1ST:PETE WILSON 3 -6° DATE: 3/12/2021 • • SC/LE : 1/4" = I'-O" *REFER TO ENGINEERING SHEET SI FOR BEAR SIZES,SHEARWALL 4 HOLDDCEN FOUND AT I ON PLAN SHEET NO: LOCATIONS SCALE : 1/4" = I'-0" "REFER TO ENGINEERING SHEET SI FOR BEAM SIZES,SHEARWALL 4 HOLDDOIW LOCATIONS A 3 I. L , OF5 h • © SHEATHING�, 2x6STUD WALL SHEATHING / SSPEO PROFFS70,735 $ 2x6STUD WALL ® 2xSOLID BLKG. V 001 NE,. "9, 111 EDGE NAIL .► - V2'♦A.BOLT•48'o/c EDGE NAIL '' EDGE NAIL i ORE(iON^/2 FINISH GRADE �� V—EXIST.CONG SLAB CONC.SLAB ii 1.*::. V5`�EP FINISH GRADE NEW 4"CONC.SLAB 1 I EXPIRES.06/30/2022 I • I ' . SIMPSON EC6 4EAST.FDN WALL „�I,IIII�,.ITI� ,,, 1.11111111= 11- ,„�� -GI111III-,1 ., `� WALLEXISTAN�DNFOOTMG tar 6 EM µl?2HOOK BEA/ :� M j '1 El =NW ME - - (2)•4 CONT. 6.6 PCS- LI EI MI EDGE OF EXIST.SLAB I■,II.I,IIII,IIII, IIFINITuul.„11, IIIE I w'11. ' Kf1u�1e-„Ilill,,; BKE INC. $ ❑ Z 1'-4' STRUCTURAL ® 2700 SE ENGINEERS ® P•I- ® _Z MILWAUXIE ORIS 97222 ON ST 3 E B 5IX3607-0461.FAX 5036070666 EDGE NAIL \ EDGE NAIL �r�• / (—EXIST.CONC.SLAB ►", 16d••6'o/ ` 3 SMPSON L5TA12.48"o/e ;I SHEATHING 1 ` 1 O 1 2 x SOLD BLKG. 2 x SOLD BLKG. �' SHEATHING I - EDGE NAIL O I __-__-____' �,ra', EDGE NAIL II— mi________—_—____________________ ___--_-- O 1 II 11 ��1f�' !1 I 2 x JOIST , 1--1 2 x FLAT BLKG. i 1 Q •48'o/c M JOIST-SEE PLAN 5P50N LU821m 16d•6'o/e 1 I 2 x 12 LEDGER W/ 1 81MPSON LU8210 TYP. - 2.12 LEDGER W/ (4)16d•EACH STUD (4)16d•EACH STUD BEAM-SEE PLAN © ® Z 2 4 PARTIAL FOUNDATION PLAN611 1".IL 0' 9 I"•1,0 4111 v (L J 4 0 r�EXIST.FRAMING EXIST.FRAMING ' ` I___ Z In 1 I T i� �i� (_ 4 EDGE NAIL ROOF SHEATHING �.�'nit- ROOF SHEATHING v JOIST ���\((�\\��7� 0 ( x / • e li� )91 1 _ eilN PROJECT CLIENT: SAMPSON BC6 , BAILEY CONTRACTING} 5 0 - 2x12LEDGER W/ I \` Oz 1 5VT x22 V2'24F-V4 $ (4)16d•EACH STUD 430 BEAM REVISIONS 1, - _ 6 x 6 POST 0 1 e 41/0 49 SHEAR WALL SCHEDULE MARK SHEATHING NAILING SILL ANCHORAGE REMARK x • •• / A❑ 15/32"APA RATED(32/16) Sd•6'o/c EDGES 16d•M"o/e OR SEE NOTE PLYLLG.!BLOCK EDGES) 8d•12"o/c FELD 1/2"DIA A.BOLT A,B AT 48'o/c -- NOTE e 1 _ A.PANEL EDGES SACKED WITH 2'NOMINAL ORNLLIDER FRAMNG. B.SPACE STUDS AT IA"./c DATE MARCH II,2021 SHEAR WALL SCHEDULE PROJECT: 21-01-1 • MARK SEATHING NAILING REMARK I 1 I 1 I 1 O SMPSON HOW-S0525 ATTACH TO DBL.2 x ANCHOR 4x6 4x6 4xl0 W/SMPSON SSTB16 . 8 DO NOT SCALE FROM DRAWINGS- 51 9 PARTIAL ROOF FRAMING PLAN VERIFY ALL DIMENSIONS W/ARCH. \