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Plans OFFICE COPY E.s "' 14) APR ,leuru-t0 E J O o ,, G G E 0 R - S 3 E \ C � ,° ; �. W N s b Z 120 / 5 SW \ C0L\ AV PROJECT y � " ►% . ... LOCATON o � � TIGARD , OR " ` • =4 � VALIDITY OF PERMIT = o * f 1k.YS-11 b -¢ THE ISSUANCE OF A PERMIT 4 BASED ON CONSTRUCTION DOCUMENTS AND OTHER Q } DATA SHALL NOT PREVENT ! • ,.-jr: THE CODE OFFICIAL FROM � � `' .Z EQUIRINGTHECORRECTIOI\ ! y.,<: R �' OF ERRORS. ORSC 105.4 DATE /2020 .-': .. A r DRAWN BY NS b11' ",>nr-ei.i;1 _e> 1 R ROB RONAME. ,7i.. ••.y 'i`ti � /. p�' REVISIONS: t 2 SITE MAP :• Approved plans 1 „ shall be on job site,. APPROVED BY: RD NOT TO SCALE TABLE OF CONTENTS LLI z Lu T1 T TLE SHEET >w CITY OF TIGARD o a L 1 SITE PLAN REVIEWED FOR ODE COMPLIANCE w o z Al FLOOD PLANS Approved: [ o SCOPE: A2 SECTIONS zC' ADD BATHROOM TO (E) BONUS ROOM A3 ELEVATIONS Perm;t#: tnST2o20- 0D13y � cnci ON 3RD LEVEL OF SINGLE FAVILY STRUCTURAL SHEETS: Address: ID.D75s►i,' (.,,,4 col 4 4✓-e, RESIDENCE. S1 GEN NOTES suite #: C[ .- 1—/ S2 ROOF AND FLOOD PLANS B}' //1g Date: S/(./�j� LIABILITY S3 CONNECTION DETAILS 1 /// w The City of Tigard and its S4 CONNECTION DETAILS 2 shall not be CITY OF TIGARD employees responsible for discrepancies SUPPLEMENTAL DOCS: Approved by Planning h,-,i,;h may appear herein. ENGINEEING PACKET, 12 PAGES Date: 7,0 Y7 Initials: T 1 E c) o Ida .0 u N C o W o w O 5 = a6 V w r CO) m O 0.in 4 = -0 o / 6'-5" / / 6'-5" / / 2'-3" 1 1 4'_2" / /- 2'-3" 4'-2" DATE: :/1o/zozo \ \ �� I `` _ �� DRAWN BY: ..17 ° new -18x18 \window • W CP( 7 • Id — ' JOB NAME: 4' R1 it O REVISIONS:A Cn 18x18 window 1v L _ I =O .,,, �r. 1 a� . y APPROVED BY: (E) STORAGERD 17r _ , CLOSET o _ new N BATH — 0 A window — D B new 18x18 O window iN ET ^- W• newis U • N window `. window z W Q Q (I) Z J W O Z CL U O FLOOR PLAN — EXISTING FLOOR PLAN — PROPOSED oJw CC\\ � � o SCALE: 1/4" = 1'-0" "i SCALE: 1/4" = 1'-0" 0 0r- Q o0 U 0W O o_ d Al E J o 0 W .c y °o W c t N N M C — M 0 E •Un a N •€ O C DATE: 04/10/2020 i2 DRAWN BY: 3 NS JOB NAME: re.nnum (proposed ceiling height RUGGIERO I Of new dormer) REVISIONS: 2 3 (existing Gig. height) APPROVED BY: (E) STORAGE _v (N) BATHROOM Re CLOSET (E) CRAWL SPACE w O GSECTION - EXISTING SECTION - PROPOSED SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0" rn z cE U o z O z 0 O � LJ � o o mRI o U O 0_ 2 A2 E J O) o W .c u CO3 E o 0 \ W 0 � N dr ,0,_,0,, ir . is , 7."-------------------------"-----s'---......, \ 's..r a) ") i new new new new new m I 18x18 18x18 18x18 18x18 18x18 0 _� window window window window window CDE `h new - _ -0 o shower t C9 `' H- I bench new N shower Nc 1 I I \ y DATE: 04/10/2020 X- �6'-5" X 3'-4" X 5'-2 " X DRAWN BY: 4 I'-510 I° NS z JOB NAME: RUGGIERO CHI ELEVATION ELEVATION REVISIONS: 1 ' 2 2 SCALE: /4" = —0" SCALE: 1/4" = 1'-0" ' APPROVED BY: RD ..r 9_ , \ \ \ \ N. mirror w U —IN —N w uJ new CIQ to C — _i door shower bonus swing (/) Z room vanity w J O Z U O CD ICDz I I I LJ O \ \ \ \ \ 0 ui o cr 2'-5" —/ X 5'-8z° X.IL 3' 4" —it' N 6' 5" / V 7 • ELEVATION (�� ELEVATION C.)SCALE: 1/4" = V 0" / SCALE: 1/4" = 1'-0" o w o_ A3 GR - GENERAL REQUIREMENTS GC -GENERAL CONDITIONS sip PROFFS 5 GR-1)AS USED IN THESE GENERAL NOTES: `y'�14QINFF9 s�0 4a; GC-1)ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE OREGON Ca "DRAWINGS"MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS,UNO."SPECIFICATIONS" STRUCTURAL SPECIALTY CODE AND ANY APPLICABLE SATE,COUNTY OR LOCAL REGULATIONS PE r O H MEANS THE LATEST PROJECT SPECIFICATIONS, UNO."CONTRACT DOCUMENTS'IS DEFINED °' AS THE DESIGN DRAWINGS AND THE SPECIFICATIONS GC-2)THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS I� In a "STRUCTURE IN ITS FINAL CONDITION"MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE• AND TO NOTIFY THE ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF OREGON,, Q, \ J W H STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND CONSTRUCTION G. Gt y t2 20 ,<<G W INSPECTED WITH NO OUTSTANDING NON-COMPLIANCE ISSUES. GC-3)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS %, �. z O. K0 GC-4)DO NOT SCALE DRAWINGS Z GR-2)THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK 6/30/21 WITH THE ARCHITECTURAL,CIVIL, MEP CONTRACT DOCUMENTS,AS WELL AS ANY OTHER RENEWAL DATE: JD W APPLICABLE TRADES. GC-5)FOOTINGS AND THICKENED SLAB EDGES ARE TO BEAR ON UNDISTURBED LEVEL SOIL, J STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE Q GR-3)THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL GC-6)ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4"(MIN)GRAVEL / 'a m THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. COMPACTED TO 95% 0 � o GR-4)THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION,AND 7 REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND GC-7)CONCRETE SLABS TO BE 4", 3000 PSI AT 28DAYS WITH CONTROL JOINTS AT 10'0.0 MAX < W EXISTING STRUCTURES,AS NECESSARY TO COMPLETE THE PROJECT.NO PORTION OF THE EACH WAY. F PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF ' a THE CONTRACTOR'S TEMPORARY SUPPORTS AND BRACES.CONTRACTOR SHALL RETAIN A GC-8)FINISH GRADES ARE TO REMAIN AT LEAST 6"BELOW FINISH SIDING STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO FOUNDATIONS DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS. GC-9)ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS GR-5)THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND WITH A MAXIMUM SLUMP OF 4" SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. GC-10)ALL REINFORCING STEEL TO BE ASTM A-615 GRADE 60.WELDED WIRE MESH TO BE A-185 GR-6)THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND GC-11)LAP ALL CONTINUOUS BARS 30XDIA(MIN)PLACE ALL REINFORCING PER ACI CODES AND COORDINATE WITH THE STRUCTURAL DRAWINGS,ARCHITECTURAL DRAWINGS, DRAWINGS STANDARDS FROM OTHER CONSULTANTS,PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. GR-7)IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER GC-12)ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED DISCIPLINES OR EXISTING CONDITIONS,CONTRACTOR SHALL NOTIFY THE DESIGN GC-13)SOIL BEARING PRESSURE IS BASED UPON 1500 PSF PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. GC-14)EPDXY SHALL BE SIMPSON AT-XP OR APPROVED EQUAL. GR-8)APPLY DETAILS,SECTIONS,AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE C-CARPENTRY SIMILAR TO THOSE INDICATED BY DETAIL,DETAIL TITLE OR NOTE. GR-9)ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS. C-1)WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS ��' GR-10)ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED A. POSTS, BEAMS, HEADERS(4X AND LESS)-NO 2 DOUGLAS FIR LARCH ON DRAWINGS. POSTS, BEAMS, HEADERS(6X AND LARGER)-NO 1 DOUGLAS FIR LARCH B.JOISTS AND RAFTERS-NO 2 DOUGLAS FIR LARCH GR-11)THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES AND C. PLATES,BLOCKING AND BRIDGING-NO 2. DOUGLAS FIR LARCH UTILITIES FROM DAMAGE. D.STUDS-STUD GRADE DOUGLAS FIR LARCH C_ C E. PLY SHEATHING-CD DOUGLAS FIR PLY 32/16(EXT) GR-12)THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE F.GLULAM BEAMS-24F-V4 UNO i �/ CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. C-2)UNLESS OTHERWISE NOTED ON PLANS,ALL EXTERIOR WINDOW AND DOOR HEADERS ARE GR-13)THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS TO BE 4X10,NO 2 DOUGLAS FIR RETROFIT AS NECESSARY .. I WITH THE AS-BUILT TOP OF SUPPORT ELEVATIONS. C-3)PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS OR EXTERIOR WALLS 0 C p GR-14)THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES.THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED.ADDITIONAL C-4)DESIGN LOADS:ROOF-25 PSF(LL) tL OPENINGS,BLOCK OUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND FLOOR-40 PSF(LL) 0 C 7- SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON STORAGE-20 PSF(LL) Z THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE ENGINEER. C-5)ALL EXTERIOR FASTENERS, EXPOSED TO ELEMENTS TO BE STAINLESS STEEL OR t GALVANIZED, INCLUDING NAILS,STAPLES,CLIPS. ETC. - �1.„------ C-6)ALL JOISTS AND RAFTERS NOT BEARING ON BEAMS OR SUPPORTS SHALL HAVE HANGERS m MATCHING MEMBER CAPACITY. 25# SNOW LOAD C-7)ANY EXISTING MEMBERS HAVING SIGNS OF DAMAGE OR ROT SHALL BE REMOVED AND REPLACED OR BROUGHT TO THE ATTENTION OF THE OWNER/DESIGNER. FLOOR FRAMING NOTES: 1. REF. ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND P 0 PROPe „ ` ADDITIONAL INFO TO BE COORDINATED HERE. �g �NtiINEF9 Sip r_ z 2. ALL FRAMING MEMBERS SHALL BEAR ON BEARING 4 WALLS OR BE SUPPORTED BY HANGERS MATCHING MEMBER " 'PE `� i CAPACITY AT BEAM OR POST. BLOCK JOISTS WHERE THEY . - ROOF FRAMING NOTES: OCCUR ALONG BEARING WALL OR BRACED WALL LINES. ./. n Z 1. REF. ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND 3. ALL FRAMING IN CONCTACT WITH THE GROUND OR o �G a �ON Q' W ADDITIONAL INFO TO BE COORDINATED HERE. ELEMENTS SHALL BE PRESSURE TREATED. (F,y �'12 2-‘''gam W _. 2. ALL FRAMING MEMBERS SHALL BEAR ON BEARING 4. TYPICAL EXTERIOR HEADER SHALL BE 4X10 DF No. 2 N 0. KO , Z WALLS TO BE SUPPORT BY HANGERS MATCHING MEMBER USE (1) KING STUD AND (1) TRIMMER U.N.O. TYPICAL CD CAPACITY AT BEAM OR POST. BLOCK JOIST WHERE THEY INTERIOR HEADER TO BE (2)-2X6 DF No. 2 WITH SINGLE RENEWAL DATE: 6/3D121 W OCCUR ALONG BEARING WALL OR BRACED WALL LINES. TRIMMER AND SINGLE KING STUD, U.N.O. 5. BEAMS OVER 4FT IN LENGTH REQ DBL TRIMMER STUDS AND (1) KING STUD AT EACH END. 6. REF. ARCH NOTES FOR WATERPROOFING AND FLASHING 1- H 'Y REQUIREMENTS. o D w m F L < IA'AIN RF SHEATHING ' W/ 0 3d@6"OC AT PANEL EDGES - o AND 12" OC IN FIELD BEAR ON EXISTING TOP PLATE 1 /3 1 3 4 X 7 1/4 2 OE LVL IV MIN FLR SHEATHING 3i' GLUE AND CONNECT W/ 10d RING SHANK NAILS @6"OC AT PANEL H I EDGES AND 12" OC IN FIELD , ] n - "® I r1 / CONT. 4X4 ABOVE WINDOW W/ (2) 2X 2 I4@24' OC (E) BETWEEN WINDOWS. r-i ill4X10 BELOW WINDOWS �i,,,. 2X6@24" OC (N) _ 2X8© 16" OC LN1 a �, :AL, �� SISTER TO EXISTI '' [1 C ® 2X6 W/ (2) RS• S OF ;. / 12d NAILS �� .0\ / , i (3 1 3/4 7 1_14 2.0ELVL 1 MODIFIED AREA / MODIFIED AREA in„ ® 7, �' 1 I 1 j TYP n SCALE: 1/4" = 1'-O" CD SCALE: 1/4" = 1'-O" z m FLOOR NOTES: 25# SNOW LOAD 1 . CONTRACTOR TO VERIFY ALL DIM NESIONS AND ELEVAT OHS. FLOOR LEGEND 2. DBL STUDS REQUIRED BETWEEN WINDOWS BEAM 3. BRIDGING OR FULL DEPTH BLOCKING @ M DSPAN OF FLR JST 4. FULL DEPTH BLOCKING REQ BETWEEN JO ST OVER SUPPORTS. K ® POINT LOAD 5. INTERIOR WALL 2X4@16" OC UNO 6. BLOCKING REQ. FULL BEARING WIDTH BENEATH POINT LOADS. ROOF SHEATHING ���EO PROFE AND NAILING v5 ��o►NFf� �� , .i. • IPE a y PER PLAN 2X BLOCKING WI n 16d NAILS 6"OC V �� c�FyGt P 12 2°�5'C� W H-1 CLIP @ FACE / OF EACH RAFTER RENEWAL 6130121 W ROOF FRAMING J PER PLAN / ; 1.7 D ¢ a u T .. 8d@6" OC - SHEATH W/MIN 32" SHEATHING AND CONNECT Wf 8d @ 6"OC 7 AT PANEL EDGES AND 12"OC IN THE FIELD WINDOW OPENING-' / • ROOF SHEATHING `�, / ,� ,- 4X10 CONT RAFTER(E) `' -- SIMPSON A35 CLIP '„ 1� _, ; — 2X8 LEDGER. CONNECT W/(3) 16d @ 16"OC CONNECT NEW RAFTER TO EXISTING WI(4) 10d NAILS 1 EXISTING RAFTER A35 CLIP @ EACH RAFTER j —RAFTER (N) �� C C DBL TOP PLATE. SLOPE TO EXISTING RAFTER 1 I �2 RF EXISTING WALL CONNECTION CC 11 TYP. EAVE CONNECTION CS3 NTS , ,/ S3 NTS C C C C SN -SHEET NOTES �_ C D < >/ SN-1)ALL FRAMING MEMBERS SHALL BEAR ON BEARING WALLS OR BE SUPPORTED BY HANGERS MATCHING MEMBER CAPACITY AT BEAM OR POST. m BLOCK JOISTS WHERE THEY OCCUR ALONG BEARING WALL OR BRACED WALL LINES. SN-2)ALL FRAMING MEMBERS SHALL BEAR ON BEARING WALLS OR BE SUPPORTED BY HANGERS MATCHING MEMBER CAPACITY AT BEAM OR POST. 25# SNOW LOAD BLOCK JOISTS WHERE THEY OCCUR ALONG BEARING WALL OR BRACED WALL LINES. SN-3)SHORE ALL EXISTING FRAMING TO BE ALTERED,DO NOT REMOVE SHORING UNTIL ALL NEW FRAMING IS IN PLACE,NAILED AND COMPLETE. 00PROFES J ,Np1NEf,9`S/p < , .- , .1. , •PE r „o 0 • j1 U iz (2) 2X BETWEEN WINDOWS V .- l; Q C Lii Z CF�A/O. o �� Z /` _�� RENEWAL GATE: 6/30/21 Z W 4X4 CONT / ' — ST12 BOTH SIDES OF POST / Q ----WINDOWS. SEE ARCH PLAN / z m ST22 BOTH SIDES OF POST D a i H 1 EXISTING ROOF 10d RING SHANK NAILS AT 6"OC AT PANEL FLR SHEATHING (6) 8d EDGES AND 12" OC IN FIELD GLUE FLOOR SHEATHING —;�i l�. �� 1 TO JOIST . '1 . 2X4 BLOCKING @ 32"OC r 10d @ 12" OC DTT1Z. CONNECT TO STUDS 2X8@16"OC (N)---_,:: v ',, / FURR EXISTING JOIST TO \A, W/e" DIA LAG SCREW. MIN EMBED 3" (2) ROWS OF 10d @ 12"OC " '/ 2X8 DEPTH I R 4X10 CONT BM STAGGERED ( —` 2X6@16" OC (E) (2 FLR JOIST CONNECTION -2X8 DF#1 @ 16" OC. SISTER TO EXISTING 4 NTS �C_,-- JOIST W/(2) ROWS 10d @ 12" OC STAGGERED w � 1��), ; (3) 1-3/4 X 7-114 LVL. CONNECT TOGETHER W/ C ,,` (2) ROWS OF 4-1/2"SDS SCREWS @ 12" OC BOTH SIDES �„--- - -FURR EXISTING JOIST TO BE SAME HEIGHT AS 2X8 (N) JOIST EL 0 C C 0 z C 0 n POST WALL CONNECTION �- S4 NTS 25# SNOW LOAD - E EDo W .E u. CI) E o W c s ' y ©r- m © •oDv, O _ - o 0 C , (sewer tie-In) U s m EL. -rew 164.50' —_— - endstLn9 : `=' V' greenhouse ------- DATE. 2 _ \ EL. oa/to/zom ��}ss.,�� \ ' �= EXISTING (e) ' 164.50 DRAWN BY: (e) - DETAUHED t re. \ Ns e e �I Paved GARAGE ."'�`areo A ROB NAME: TIIII(TIIt...Ir '^ EL. EL. 1 REVISIONS: [ I rinni64.25' 164.50s' z 4- r APPROVED BY: Eu_3 < I PROPERTY INFO NOTES RD w (e) gutter q) ,i ) downspout 12075 MAP & TAXLOT ID :2S102AB00601 1. ALL GRADES SHOWN ARE APPROXIMATE CONTRACTOR TO VERIFY ALL EXISTING AND "w =•.�i`= 30 H REAL PROPERTY ACCOUNT #:R460897 FINISH GRADES EXISTING SITE ADDRESS 2 ROOF LINES ARE FOR RESIDENCE 12075 SW LINCOLN AVE, ILLUSTRATIVE PURPOSES ONLY. �I (E) (existing 9 hei ht TIGARD OR, 97223 REFER TO ROOF PLAN FOR �t nnw ter ACCURATE DIMENSIONS. SE$Ak Y ul to remain) CITY OF TIGARD hw / 1 WASHINGTON COUNTY 3 THE CONTRACTOR IS TO Li OF OREGON CHECK AND VERIFY ALL U f - (e) gutter T DIMENSIONS AND SITE I downspout "� Z W � ZONE: R-4.5 (RESIDENTIAL LOW-DENSITY) CONDITIONS AND REPORT IDF, OVERLAY: NONE ANY ERRORS OR OMISSIONS LEI > �... ', � SETBACK TO PROPERTY OWNER PRIOR 0 Q LOT SIZE: 44 ACRES / 19,166 SO FT TO START OF CONSTRUCTION. I4II I - ALLOWABLE LOT COVERAGE: NO MAX (/J Z o, ACTUAL LOT COVERAGE- 2,600 SQ FT (7%) 4- NO TREE PROTECTION REQUIRED LiO Z - AS NO NEW CONSTRUCTION OR DISTURBEDnv. SOIL WILL OCCUR O 0 ---- - - - ALLOWABLE HEIGHT. 30' UNDER EXISTING TREE CANOPIES. Z 0 " III i ce 1 ACTUAL HEIGHT: 30' 0 i W 3 y nt-no SETBACKS: 20' FRONT, _ I R, WZ, 5' SIDE, 15' REAR w 0 L� 1 \ 4\meter 0 IStr) EL `N- Avn `V ��. 00` ° 0 CH 16 166' CC — H SW LINCOLN AVE. 11 N' U W Ci) SITE PLAN - 12075 SW LINCOLN AVECL SCALE: 1 /32" 1 ' 0" L1