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Plans (182) ""•-"^"W li DRAWING INDEX IiICULI VL:J 1. LIGHTING AND POWER: LOCATIONS AS 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE A0.0 COVER SHEET MAY 8 2019 APPROVED BY OWNER. AT TIME OF BUILDING PERMIT ISSUANCE. A1.1 DEMOLITION PLAN 2. EXTERIOR OUTLETS: PROVIDE TWO (2)ON 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED TRADE PERMITS. REVIEW A1.2 FOUNDATION PLAN CITY OE 7'r'A l NORTH WALL OF ADDITION; ONE EACH TRADE DESIGNS WITH OWNER AND RECEIVE APPROVAL PRIOR TO A1.3 FLOOR PLAN BUILDING 'IV;C3;,.,N APPROXIMATELY 12" IN FROM EACH CORNER. SUBMITTAL. 3. HOSE BIBB: PROVIDE ONE (1)ON NORTH WALL 3. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS A1.4 ROOF PLAN PROVI DE 1 FOUNDATION OF ADDITION;APPROXIMATELY 6' IN FROM NW AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY A2.1 EXTERIOR ELEVATIONS VENT WITHIN 3 FEET OF EACH BUILDING CORNER. CONSTRUCTION UNTIL ALL LATERAL AND LOAD CARRYING SYSTEMS ARE A3.1 SECTION &ASSEMBLIES CORN OR OF THE BUILDING 4. SEE FLOOR PLAN FOR LOCATIONS OF SMOKE COMPLETED. A4.1 DETAILS 107 SE WASHINGTON DETECTORS AND CARBON MONOXIDE 4. PROTECT ALL TREES- INCLUDING ROOT SYSTEMS-NOT SLATED FOR S0.1 STRUCTURAL NOTES SUITE 227 DETECTORS. REMOVAL. S0.2 STRUCTURAL SCHEDULES PORTLAND,OR 97214 5. REPLACE EXISTING WATER HEATER. SEE 5. WHETHER SHOWN ON DRAWINGS OR NOT,VERIFY LOCATION OF ALL EFFICIENCY MEASURE SUMMARY, BELOW. EXISTING UTILITIES AND PROTECT FROM DAMAGE. CONTRACTOR SHALL 30.3 FRAMING DETAILS LIABILITY BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER 1' le City of Tigard and its ORSC N1101.3.2 SMALL ADDITIONS PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE ADDITIONS THAT ARE LESS THAN 40% OF THE EXECUTION OF THE WORK. e ployees shall not be EXISTING BUILDING HEATED FLOOR AREA OR 6. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING DRAWING LEGEND resp•nsible for discrepancies LESS THAN 600 SQ FT IN AREA, WHICHEVER IS WITH THE WORK. W. ich may a LESS, SHALL BE REQUIRED TO SELECT ONE 7. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OF STUD OR FACE (E)= EXISTING ��E D ASC y appear herein MEASURE FROM TABLE N1101.1(2)OR COMPLY OF FOUNDATION. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX (N)= NEW '.a f WITH TABLE N1101.3. INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR 4936 OPENING. FOR CLARITY, EXISTING w MICHAEL P.FLOWER; SELECTED CONSERVATION MEASURE 8. DO NOT SCALE THE DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCY CONSTRUCTION IS SHOWN IN x REPLACE EXISTING WATER HEATER PRIOR TO CONTINUING WITH THE WORK. GRAY AND NEW CONSTRUCTION 'his perm t does not authorize the violation of any ITEM D- HIGH EFFICIENCY WATER HEATER 9. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS. IS SHOWN IN BLACK ,A PORTLAND,0R'(� fights of h alders of private easements. The ap- NATURAL GAS WITH UEF 0.85 10. PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS licant is rged to contact any such parties and INCLUDING STUB OUTS. �T� %�, 11. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR F 0 ecure thi:r approval before commencing work. ORSC TABLE N1101.1 BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, PRESCRIPTIVE ENVELOPE REQUIREMENTS SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY PRIOR TO PROJECT: VA IDIT1( OF PERMIT WALL INSULATION R-21 INTERMEDIATE COMMENCEMENT OF ANY PORTION OF THE WORK. FLAT CEILINGS R-49 12. PROVIDE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT 11075 SW ERROL ST TH::tSSUANCE OF A PERMIT FOOTNOTE'F' R-21 AT LIMITED DEPTH THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE TIGARD,OR 97223 BA."ED ON CONSTRUCTION UNDERFLOORS R-30 ARE NOTED IN EVERY CASE. D ICUMENTS AND OTHER WINDOWS U-0.30 13. CONSULT ALL TRADES FOR OPENINGS AND ROUGH-CUTS THROUGH SLABS, DA A SHALL NOT PREVENT DUCT INSULATION R-8 WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND • TH CODE OFFICIAL FROM EQUIPMENT,AND VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH REQ IRING THE CORRECTION WORK. OFFICE COP'S O ERRORS.ORSC 105.4 ADDITIONAL PERMITS REQUIRED 14 VERIFY ALL HOU OTHERS,DIMENSIONS PRIOR IONS REQUIRED IROCEOR EQUIPMENT, PMENT, INCLUDING THAT Fire Sprinkler 15. COORDINATE AND SELECT EXACT LOCATIONS, TYPES,AND SIZES OF Fire Alarm ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDE ACCESS FOR ALL plans Mechanical CONCEALED VALVES, DAMPER CONTROLS, ELECTRICAL JUNCTION BOXES, • chaff be Approved job ns� ✓- ETC. OBTAIN OWNER'S APPROVAL FOR LOCATIONS OF ACCESS DOORS CITY OF TIGARD Plumbing ./. PRIOR TO INSTALLATION. REVIEWED FOR CODE COMPLIANCE Electrical --7_ 16. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS REQUIRED BY CODE. Approved; Truss Engineering 17. SITE SURVEY, GEOTECHNICAL INVESTIGATION,AND HAZARDOUS MATERIALS OTC: ( I Shop Drawings DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. Permit#: �Y1t\rj(gD 9 - OD L Other Address: 11 O 75" S\ -s-(r O S\-- Suite #: By: Date: Sl(3 tel [[ MARK DATE DESCRIP PIERCE RESIDENCE ADDITION ISSUE DATE: 04.: ISSUE: PERMIT 11075 SW ERROL ST PERMIT SET COVER SHEET 04.23. 19 A FA r,1 UENERAL SITE NOTES 1. SITE INFORMATION CONTAINED HEREIN IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS EXISTING LANDSCAPING ACCURACY. SURFACE DRAINAGE,TYP TO REMAIN SURFACE DRAINAGE, TYP 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT FROM I CONSTRUCTION ACTIVITIES. 3. FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE 114111411411 AWAY FROM BUILDING. 107 SE WASHINGTOP 4. FINISH GRADES AROUND BUILDING SHALL BE 6" SUITE 227 MINIMUM BELOW FINISH FLOOR ELEVATION OR PORTLAND,OR 9721, SILT FENCE BOTTOM OF EXTERIOR CLADDING MATERIALS, UNLESS OTHERWISE NOTED. _ _ _ r 7i 5. UNLESS OTHERWISE NOTED, DIMENSIONS ON SITE I (N)DS ` EXISTING DECK PLAN ARE TO FACE — OF CURBS, EXTERIOR FACE OF FFE BUILDING FOUNDATIONS,AND GRID LINES. v =0.0 +1- \ <30"ABOVE GRADE cjLE D Ai? (E)DS I S\* o 4936 NEW ADDITION 1/I w MICHAEL P.FLOWI x r CITY OF TIGARD c' PORTLAND,ORM (E) DS \ ii....... Approved b Planning y Date: C. I.„., ., . � OFc —..__Initials: -C 14':;-:,;,:'-:.:,7:.`` PROJECT: i 4.5' 11075 SW ERROL ST EXISTING HOUSE TIGARD,OR 97223 11075 SW ERROL ST O0 LEGEND FFE=0.0 vi N I I N (N)= NEIW ING (E) HEAT PUMP LOT INFORMATION _ PROPERTY ID W259156 STATE ID 2S103AC-02800 SUBDIVISION ECHO HEIGHTS ,''::•'." ;'; • EXISTING COVERED PORCH ZONE R-4.5 CONSTRUCTION ,' : I ACCESS `" PRIOR PERMIT MST-2002-00311 _ I LOT AR .•-; - EA 0.47 ACRES (20,297 SF) IMPERVIOUS AREA (E)DRIVEWAY 572 SF EXISTING LANDSCAPING ' -' (E)ROOF AREA 2,426 SF TO REMAIN N EXISTING DRIVEWAY (N)ROOF AREA 353 SF MARK DATE DESCI IN TOTAL 3,351 SF ISSUE DATE: I BUILDING,! N (E)o 1' ., COV., INT 2,426 2 426 SF ISSUE: PERP (E) ALL EXISTING UTILITIES TO REMAIN `''; :' (N) FOOTPRINT 353 SF TOTAL 2,779 SF SITE PLAN 82.50' Mt SITE PLAN Millr 1"= 10'-0" . . A A 1 axi.. I tr.,/I L 11,= ‘,.2icf'l!o D1 VERIFY WALLS ARE NON-BEARING. REMOVE WALL FROM FLOOR TO CEILING. REMOVE DOORS, CLOSET ACCESSORIES,AND BUILT-IN CABINETRY. D2 PREPARE NEW WALL OPENING.SEE HEADER SCHEDULE. D3 REMOVE WINDOW. D4 REMOVE ALL WALL, FLOOR,AND CEILING FINISHES. PREPARE FOR NEW FINISHES AS SCHEDULED. D5 EXISTING BATH VENT-PROTECT FOR NEW ROUTING. _ __r — D6 REMOVE BUILT-IN DRAWERS, CLOSET DOOR,AND ACCESSORIES IN PREPARATION - _--- FOR REPLACEMENT. 107 SE WASHINGTC D7 REMOVE CLADDING AND WEATHER BARRIER IN PREPARATION FOR NEW FINISHES. SUITE 227 ON DEMO BY OWNER SALVAGE CLADDING FOR RE-USE. PORTLAND,OR 972 D8 REMOVE COUNTERTOP AND SINKS IN PREPARATION FOR NEW FINISHES. D7 D9 REMOVE SHOWER INSERT IN PREPARATION FOR REPLACEMENT. — D10 (NOT SHOWN)REMOVE SECOND FLOOR WINDOW IN PREPARATION FOR REPLACEMENT. (D10) GENERAL DEMOLITION NOTES ���E D A, 1. VERIFY ALL CONDITIONS TO BE DEMOLISHED. NOTIFY ARCHITECT OF ANY CN 4936 ' — ?� UNFORESEEN CIRCUMSTANCES. A Iv- I L.--- W MICHAEL P.FLO\ 2. PREPARE ALL SURFACES AND SUBSTRATES TO ACCEPT NEW MATERIALS AND FINISHES. 1I 3. COORDINATE WITH PLUMBING, MECHANICAL,AND ELECTRICAL TRADES FOR ti= PORTLAND,ORE J ADDITIONAL DEMOLITION WORK. It(E) BATH �D8� (E) KITCHEN 4. COORDINATE SALVAGE REQUIREMENTS WITH OWNER. r b OF 0 1 � D9 W D4 PROJECT: I (E) BEDROOM m 11075 SW ERROL Si r' TIGARD,OR 97223 j 1 1 I [<Dl> I( ---— k _ � i /A:5,t-1) (E) BEDROOM MARK DATE DES( ISSUE DATE: ISSUE: PEF f= DEMOLITION F n DEMOLITION PLAN 114"= 1'-p" A A 4 I II 1 VI 74•4.1..L I GMIVIIPV/1I C F I 1_ ,.. I IL ABOVE THE SURFACE OF THE ROOF IN A LOCATION AT LEAST 10'-0"AWAY FROM > . ANY WINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS RADON VENT STACK � MIN 3-INCH DIAMETER ABS, PVC, ATTIC OR EQUIVALENT GAS-TIGHT PIPE _! PROVIDE FOR FUTURE INSTALLATION OF I ` AN ACTIVE DEPRESSURIZATION SYSTEM. 107 SE WASHINGTON LIVING AN ELECTRICAL CIRCUIT TERMINATED IN SUITE 227 AREA AN APPROVED BOX SHALL BE INSTALLED PORTLAND,OR 97214 DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FAN.AN ELECTRICAL SUPPLY SHALL NOTES: ALSO BE ACCESSIBLE IN ANTICIPATED -CONNECT(N)FOOTING DRAIN TO (E) LOCATION OF SYSTEM. -SLOPE GRADE AWAY FROM ADDITION -PROVIDE PASSIVE SUBMEMBRANE DEPRESSURATION CRACE POLYETHYLENE SYSTEM (LOCATION TBD); SEE 2/A1.2 SPACE SHEETING CONTINUOUS 6 MIL VAPOR BARRIER OVER BOTTOM OF CRAWL SPACE. LAP ALL r� �R D AR, � ! SEAMS 12"AND EXTEND MIN 16" UP INSIDE 5 4936 °F GRADE FACE OF PERIMETER FOUNDATION. WRAP W MICHAEL P.FLOWER OVER PERFORATED PIPE; SEAL AT TEE AND RISER PENETRATION. • PERFORATED MIN. 6' GRAVEL 1 DRAIN TILE PORTLAND,ORE' N A3.1 SCHEDULE 40 TEE; CONNECT TO RISER , AND PERFORATED PIPE PASSIVE SUBMEMBRANE DEPRESSURIZATION SYSTEM �e F 0�� +/-23'-9 1/2" © (ORSC AF103.5.1) SIMPSON HDU2, VERIFY 12"= 1'-0" MAX 36" PROJECT: TYP F 6 / PREFAB VENT, TYP MAX 36 (n` - - -_ � '�Y~pofe1/44fL U",a J`E'- '��Ot�l G-C.�S�j '!"�1 Y'l�,-W ��..�.�.��• 11075 SW ERROL ST • a -, = a - _ ` TIGARD,OR 97223 I— ° -I -� �,.. &At-- . til\ L MO M 1.uo X im ti ��'f t .as ci2.5D C IZ. 4 D°c5 • 1 - a O a r �J° O L z 0- O O A e H f.0 _ — — `° w I- 23/32"T&G PLYWOOD SHEATHING wN 10d@6"OC EDGES - 10d @ 12"OC FIELD CI ;5 -e N N w UNDER-FLOOR SPACE VENTILATION REQUIREMENTS • (ORSC R408.1) PROVIDE TOTAL NET FREE VENTILATING AREA NOT LESS THAN M 1 SQ FT FOR EACH 150 SQ FT OF UNDER-FLOOR SPACE AREA. REQUIRED VENTILATION OPENINGS SHALL BE PLACED SO AS < ,' 1 ( ' TO PROVIDE CROSS VENTILATION OF THE SPACE. ONE SUCH MARK DATE DESCRIF I. . OPENING SHALL BE WITHIN 3 FT OF EACH CORNER OF THE ° -d -__..s..� _ ' ° p -• , BUILDING.VENTILATION OPENINGS SHALL BE PERMITTED TO ALIGN a ,ate °_ - - - - - - _ BE OMITTED ON ONE SIDE. ISSUE DATE: 04. 1 ` (E)CRAWL VENT me UNDER-FLOOR SPACE VENTILATION PROVIDED ISSUE: PERMIT I • (E)CRAWL VENT / (E)CRAWL `/ UNDER-FLOOR SPACE AREA=322 SQ FT TOTAL NET FREE VENTILATING AREA REQ'D FOUNDATION PU I 322 SQ FT/ 150 SQ FT=2.15 SQ FT=310 SQ IN n FOUNDATION AND FLOOR FRAMING PLAN FOUNDANION VENTS REQ'D (ASSUMING 0.5 SQ FT(72 SQ IN)NET FREE AREA PER VENT ht MU I t LELMNIU P1 INFILL REMOVED WINDOW OPENING WITH NEW FRAMING. A2.1'1 a I I P2 PROVIDE BLOCKING FOR CLOSET ACCESSORIES BY OWNER. P3 PREFAB SHOWER BASE-VERIFY DIMENSIONS WITH MANUFACTURER. BRACED PANEL, TYP A3.1 TILE SURROUND. COORDINATE SELECTIONS WITH OWNER. SEE SCHEDULE IMir P4 REPLACEMENT COUNTERTOP AND SINKS. COORDINATE SELECTIONS „ WITH OWNER. DOWNSPOUT TO 8'-0" 6'-0 P5 COUNTERTOP, SINKS, CASEWORK,AND MIRROR. COORDINATE (E)STORMp SELECTIONS WITH OWNER. BP-WSP ® ® BP-WSP I � P6 EXISTING BEDROOM: PROVIDE ALL NEW FINISHES. PROVIDE NEW - 107 SE WASHINGTON ., INSULATION AT ALL WALLS AND CEILING. SUITE 227 SIMPSON HDU2, •• fi 11• P7 PROVIDE REPLACEMENT BUILT-IN DRAWERS, CLOSET DOOR,AND PORTLAND,OR 97214 TYP OF 6 i i ACCESSOREIS. COORDINATE SELECTIONS WITH OWNER. N ARCH, P8 DRYWALL OPENING.ARCHED,WHERE NOTED. MATCH HEADER TO M TYP EA SIDE a NEAREST DOOR, WINDOW, OR AS COORDINATED WITH OWNER. – - arn P9 RADON VENT STACK. PROVIDE POWER AND ACCESS PANEL FOR FUTURE FAN. LOCATE>10' FROM ADJACENT OPENINGS. • (N) BEDROOM °� ��' �D ARC GENERAL WALL NOTES S I I 1. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4936 a. P2>-� ALIGN ---, — 2. COMPLETELY SEAL AROUND PENETRATIONS THROUGH ACOUSTICAL W MICHAEL P.FLOWER WALLS. FILL DEPTH OF GAPS AROUND CUT-OUTS FOR ELECTRICAL BOXES, PIPES AND PLUMBING,AND OTHER PENETRATIONS. PROVIDE .p4 v..... INSULATION BETWEEN THE CONCEALED FACE OF FINISH MATERIALS `� PORTLAND,OREGON TYP (WITHIN THE STUD OR JOIST CAVITY)AND PIPES, PLUMBING, THE BACK I 2x4 0 EXIST OF BOXES, OR OTHER RECESSED FIXTURES. 91'� �� 3. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING,AND 0 F 0 I I FRAMING FOR HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS,WALL MOUNTED EQUIPMENT AND ALL OTHER ITEMS AS EQUIRED FOR COMPLETE INSTALLATION. REPLACE(E) 24" 37 1/2" /17" y iv 4. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL PROJECT: DOWNSPOUT; FURR �. r. P8> 2x4 [a SYSTEMS AS REQUIRED BY MECHANICAL/ELECTRICAL TRADES. 11075 SW ERROL ST ROUTE TO (E) (E)BP 1 re) SD CO (E)BP i (E) KITCHEN 5. COORDINATE WITH STRUCTURAL DRAWINGS FOR REQUIRED STORM TIGARD,OR 97223 -- - I SHEARWALL SHEATHING. PROVIDE IN ADDITION TO COMPONENTS —� VON INDICATED ON WALL TYPE DETAILS AS REQUIRED. Io a II II INTERIOR WALLS ii— d TYPICAL: 't VFY FURR VFY 37 12" (E) BATH 2x4 UNLESS TAGGED OTHERWISE 1 P5 !I ' • 16"ON-CENTER VI c, III • 5/8"GYPSUM WALL BOARD, EACH SIDE; PAINT FURRING: ,� 'r- ---__ • SAME AS ABOVE I (N) BATH 6: I r I OMIT GYP ONE SIDE BATH 1 EXISTING: �� p s ! L...._ PROVIDE NEW INSULATION TO MATCH WALL DEPTH m �7 5/8"GYPSUM WALL BOARD; PAINT (N) SIDEWALL EXIST L '�% ADDITIONAL NOTES: BATH VENT; 36 __ `,/ 2x4 0 �� USE WATER RESISTANT GYPSUM BOARD AT ALL WET CONDITIONS SEE ELEVATION 3.7 a co • "a"=ACOUSTIC-PROVIDE BATTS AND SEALANT; SEE WALL NOTES I, 18" P3 Co)----...„.6.... I LU O Q FIN s FINISH SCHEDULE I ril li FURR � ' wI ! 2X6 a ROOM NAME FLOOR BASE COMMENTS 1 Ma (E)BEDROOM WOOD WOOD MATCH (E)OR BY OWNER APPROVAL {N)BATH TILE WOOD BY OWNER APPROVAL;WITH ELEC HEAT MARK DATE DESCRII i fit. (N)BEDROOM WOOD WOOD MATCH(E)OR BY OWNER APPROVAL L/ ISSUE DATE: 04 (E)P MP I I I {N)HALL WOOD WOOD MATCH(E)OR BY OWNER APPROVAL i EXIST I , , 2x4 I a 11 FINISH NOTES ISSUE: PERMI' • ALL TRIM TO MATCH EXISTING, OR BY OWNER APPROVAL 1 —(E) BEDROOM • PAINT COLORS SELECTED BY OWNER - fi 0 ,7 DOOR SCHEDULE FLOOR PLAN DOOR PANEL FLOOR PLAN OPENING WIDTH HEIGHT HARDWARE COMMENTS 1 BATH 1 2'-6" 6'-8" PRIVACY MATCH(E)OR BY OWNER APPROVAL A KUUI- NU I tab 1. NEW SHINGLES TO MATCH EXISTING. 2. PROVIDE SYSTEM WARRANTY, INCLUDING 2:12 SLOPE AREAS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3. AT 2:12 SLOPE AREAS, BASE UNDERLAYMENT LAYER SHALL BE A SELF-ADHERED "ICE AND WATER"MEMBRANE WITH A MINIMUM 36" LAP ONTO ADJACENT AREAS. 4. VERIFY AND COORDINATE ALL ROOF PENETRATIONS AND PROVIDE A BOOTED,WATERTIGHT SEAL PER MANUFACTURER'S REQUIREMENTS. 107 SE WASHINGTO ' SUITE 227 PORTLAND,OR 9721 �� AED Ah 4936 w MICHAEL P.FL0V1 .m4llt.........._< LP PORTLAND,OM 9 T � OFCi. RADON VENT STACK; SEE 2/A1.2 1 1 DOWNSPOUT; A3.1 PROJECT: MATCH (E) .--\c_______ / M GUTTER; 11075 SW ERROL ST ,/l/ MATCH (E) TIGARD,OR 97223 1 1 1 1 I I I 1 1 1 I 1 1 1 1 I 1 1 I I I 1 1 I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 4 1 I 1 1 I I I I 1 1 1 1 1 ' II 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I A4.1 A4.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11•==111=11=11M111=11111MIIIIIMIIMIIME w-�� mo�m �m������� 1 LINE OF SLOPE BREAK m m�m���iN�m � s N I I (SHOWN DASHED) ROOF SHEATHING 1 r 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 MODIFY OR REPLACE 19/32 CDX PLYWOOD; I I 1 1 I IF 1 1 1 1I 1 1 II (E)GUTTER SPAN INDEX 32116; I I I I I 1 1 I I I 1 I I I I I I _� W/8d AT 6"OC EDGES I 1 I I 1 11 J_.;, __ T AND 8d AT 12°OC FIELD U I 1 I I 1 I I I I 1 I I I -_� E I I I I I I I I I I I 1 11 I I 11 1 I I III11 1 I N I I 1 I I I L I e __ NOTE: SEE SECTION FOR u 1 1 1 1 1 1 1 1 1 1 1 V - ATTIC OVERFRAMING 1 I 1111 i mm��—� mmi�����mism� r I VERIFY AND MATCH O ����-��---- x smiemmumnimomomemmolim ��� mosi EXISTING SLOPE c\I MIIIIIMEIMMIIIMIMMIMMIIIIIIIIIIIMMI=1MIIIIIMINM "4- NW-- --- I I 1 1 I I I I I I 1 1 1 I MARK DATE DESC 6 I 1 1 - — PATCH/REPAIR EXISTING 1 I I I I I I I I I 11ROOF ASSEMBLY AS REQ'D ISSUE DATE: I 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 ---�1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 __ _ .�— -r ,- 1 ISSUE: PER REPLACE(E) (N)VENT FOR(E)BATH DOWNSPOUT - CONTINUOUS STRIP VENT $i 1 ® ill (N)WINDOW IN (E)OPENING; FRAME NEW SILL; SEE SECTION ROOF PLAN 0ROOF PLAN 1/4"= 1-0" A A TYPE ROUGH OPENING MARK WIDTH HEIGHT COMMENTS W1 5'-0" 4'-6" FRENCH CASEMENT W1 5'-0" 4'-6" FRENCH CASEMENT W2 5'-8" 2'-0" FIXED; MATCH (E)WIDTH �'�' oa ELEVATION NOTES /� � �-,, ------..7„,.,. ....„,,,, 1. ALL NEW WINDOWS, CLADDING,AND TRIM TO _.'%_'f �- - 107 SE WASHINGTO MATCH EXISTING, OR AS APPROVED BY OWNER. �'�i' -~ _ _ _.....�._ Y_a_ "® — `` SUITE 227 2. WINDOWS, CLADDING,AND TRIM TO BE INSTALLED REPLACE (E) DOWNSPOUT PORTLAND,OR 9721 PER MANUFACTURER'S INSTRUCTIONS. FOR NEW ROUTING 1 k- �1-1-- 3. WINDOW ROUGH OPENINGS ARE NOMINAL. REFER _ -�� - I _:........,_=_..... TO MANUFACTURER'S PRODUCT DATA FOR ACTUAL ; I .__ I _ - DIMENSIONS. _ __s , _ 4. ALL NEW WINDOWS TO HAVE LOW-E INSULATED - ! �- _ 1,..... ----- --___v---...Me s-._-. - .�. GLAZING AND A U-FACTOR OF 0.30 OR BETTER. L. ----- �. �` A 5. ORSC R310.2 EMERGENCY ESCAPE AND RESCUE i---err ._,...�� ���D OPENINGS-GRADE LEVEL OPENINGS SHALL HAVE A '=__�_ E NET CLEAR OPENING OF NOT LESS THAN 5 SQ FT. — - ice" " �S 4936 — i �C C7 6. NOT SHOWN: EXISTING DOWNSPOUTS, EXTERIOR 0 --- f \-,._s4 W MICHAEL P.FLOU1 HOSE BIBBS, OUTLETS, LIGHTING,AND SIMILAR DEVICES. —_ ---\ — —�1 _]— (� 1-"" x f PORTLAND,ORES 7 a) _ — �� 0 F 0� T/FLOOR ---- -- - ------ I� I. — - - - - - _ -- I- ..'6 PROJECT: 11075 SW ERROL ST (N) BATH VENT TIGARD,OR 97223 OWEST ELEVATION 3/16" = 1'-0" - -r -'.=:i m.. - ,� 3 ?,'�3 .R'7- � 3:s�::`2 r ' r ' ' . ` . r y . , • • . r am r.. rte-' .�•- `L.f.<.. (E)AND (N)ROOFS ALIGN `i I .,-:.._.._-__ kbk 1 W2 1 b ��= _— _ -.�- _ � PATCH W/ _ o.. —_ — ===-- — -B._.. = ______- SALVAGE _. _ �_ `.=—� = _ -=� =z:=� - i CLADDING r - �—__ _ _ 1 P � II i� lW 1 \ W \ MARK DATE DESC — inni" MINN ISSUE DATE: I _. __. �MEM -" ` - I —_ \L__ — ISSUE: PER -- - �...___� - __ i_ - - — - — - — _ _ _ T/FLOOR EXTERIOR ° - ELEVATION f NORTH ELEVATION , . A n .4 LA I h MLitt WALL FLOOR ASSEMBLY ROOF ASSEMBLY EXTERIOR TO INTERIOR: INTERIOR TO CRAWL: EXTERIOR TO INTERIOR: • FIBER-CEMENT SIDING, MATCH EXISTING • INTERIOR FLOOR FINISH • ASPHALT SHINGLE ROOFING • 1/2" PT FURRING STRIPS • SUBFLOOR • UNDERLAYMENT • WEATHER BARRIER • FLOOR FRAMING PER PLAN • SHEATHING PER PLAN • 1/2" PLYWOOD SHEATHING • BATT INSULATION (R-30 MIN) • RAFTERS PER SECTION • 2x6 WOOD STUDS AT 16"ON-CENTER • CRAWL SPACE • CEILING FRAMING PER SECTION • BATT INSULATION (R-21 MIN) • CONTINUOUS VAPOR BARRIER • BATT INSULATION (R-38 MIN) • TWO-WAY PERMEABLE VAPOR RETARDER VAPOR BARRIER • 5/8"GYPSUM WALL BOARD • 1/2"GYPSUM CEILING BOARD • PAINT PAINT 107 SE WASHINGTO L• SUITE 227 PORTLAND,OR 9721 ASSEMBLY NOTES CLADDING ASSEMBLIES ARE PROVIDED FOR DESIGN INTENT. INSTALL ALL MATERIALS ACCORDING TO STANDARD PRACTICE, OR BETTER,AND AS RECOMMENDED BY MANFUACTURER. .,0E D Al S 4936 W MICHAEL P.FLOV1 ATTIC VENTILATION (ORSC R806.2) ,A PORTLAND,ORE MIN NET FREE AREA OF 1/150 OF THE ATTIC AREA 9 SET SLOPE BREAK AT LINE J, OF(E)EAVE, BEYOND O F 0` 2x BLOCKING W/8d NAILS @ 6"OC L EACH PANEL EDGE, STAGGERED (N)WINDOW IN (E)OPENING PROJECT: DOUBLE UNDERLAYMENT +/-6'-2" 3 11075 SW AT 2:12 SLOPE (ORSC 905.2) / VERIFY A4.1 RERROL 9722 ST — 2x6 DF#2 AT 16"OC TIGARD,OR 97223 R21 BATTS AT LIMITED DEPTH if'' (TABLE NI 101.1 FOOTNOTE F); 2x10 DF#2 AT 16"OC 4 ty Lu MIN 1"AIR SPACE(ORSC R806.3) , 11'2 r7; r.4). ./ > Ilk 2 �,'�' co " �12" .11 + w 1� A4.1 r T/SPRING +/- :1•10k t11::i%ii4111114113V:0 111141PIEOIDAIROMMAILMIi.ti 11 1-1 8'-0" \L ;ir CEILING FRAMING l „ f 2x6 AT 16"OC r NEW CEILING FINISH; NEW ACOUSTIC BATTS FIELD VERIFY PRIOR HEADER PER SCHEDULE HEADER PER TO FORMWORK; INSULATED, SEE 5/A4.1 SCHEDULE; ADJUST NORTH WALL ALIGN W/ TO MAINTAIN 8' WINDOWS CEILING +/-OR PER OWNER APPROVAL b is: , LUS210 FACE MOUNT AAA T/FLOOR_ HANGER TO (E) RIM; 1-1 0'-0.. �� ♦ ,!-3111. ��� � ���- " " " " �li -,-_' W/2x4 BLOCKING FOR N , a 1 ,♦ ♦�/�'��4��6�6�����44 44��44�� 'x DECKING EDGE NAILING MARK DATE DESC � "� I Co — G• =p=-i L ' T 2 _� ' ISSUE DATE: 1=111 HETI- �� � X I=� 111=11=111=11 -:—I I II I ISSUE: PER Ali SEE FOUNDATION PLAN FOR VENTILATION A4.1 CONT 6 MIL VAPOR BARRIER; LAP ALL SEAMS 12"; SECTION 8 EXTEND MIN 16"UP PERIMETER OF ASSEMBLIE FOUNDATION, TYP Cl) BUILDING SECTION AT ADDITION MATCH EXISTING TIE (E)WEATHER BARRIER INTO(N) FLASHING; SALVAGE (E)SIDING FOR RE-INSTALL '� '' EDGE NAILING PER PLAN �r �` OUT-TO-IN OUT-TO-IN I'I —%" SHINGLES; 2x BLOCKING EACH BAY;V-CUT VENTILATION �.'-' CAP SHINGLE OVER FLASHING; jl F;;� " 1" MIN SHEATHING GAP SELF-ADHERED FLASHING; 8" ROOF SHEATHING PER PLAN COR-A-VENT ROOF-2-WALL (OR EQUAL); CONT DRIP FLASHING; / VERIFY / ROOF ASSEMBLY le. �. DOUBLE-UNDERLAYMENT ��,--, r_r� 1/3 1/3 1/3 f , �_ �: r. GUTTER; MATCH (E) ,-------=--=--- 1 „,r--:7-1-':----- � y S -=�;.Y 107 SE WASHINGTO ci 2x4 FLAT BLOCKING /��, ,,. ___11111i ��♦�♦�♦�♦♦♦�♦�♦/ SUITE 227 G- PORTLAND,OR 9721 _ ir )( V N• INSTALL ALL PRODUCTS FASCIA BOARD III ♦�♦.♦••' I I ` �\ PER MANF INSTRUCTIONS •,..,. , ��I� �����Z�J��� RAFTER TAIL CUT 1III► � H2.5A OR SDWC TRUSS SCREW EACH FTER KRAFTER ELEVATIONING 2x8 TOP)SDS 25412 SCREWSER;2x12 OEACHM DSTUDIIIII GER; {`� `' TROR INSECT SCREEN,IM W/BUTTON VENT, Pr �'i 2 -401111 • 14 . LTP4 @ 24"OC LUS SERIES FACE-MOUNT HANGER EACH BAY II� � �~� A I DOUBLE 2x6 TOP PLATE � `\. illetail, l , 4936 '" ---,' W MICHAEL P.FLOV .-__V___© GUTTER / EAVE 1 © ROOF-TO-WALL PORTLAND,oREI 1 = 1"= l'-0" 9t 8OF01 ROOF SHEATHING EDGE NAILING MIN (4)0.131 DIAx 2.5" NAILS PROJECT: AT EACH OUTRIGGER 16" 8" Ink MAX 11075 SW ERROL ST te TIGARD,OR 97223 OUT-TO-IN4. =—__=_=��''--� - RAKE FLASHING CLADDING; 5/8"ANCHOR BOLT , FASCIA BOARD PVC OR METAL STARTER STRIP W/3x3x1/4 PLATE WASHER @ 48"OC WilliV • I1 I W/INSECT SCREEN; �1� 1 WEATHER BARRIER; SOLE PLATE TO SILL PLATE; 16d @ 6 OC �Cll;l SELF-ADHERED PRE-STRIP; IIMP, 3/4"DECKING J 1II I 2x6 OUTRIGGER @ 24"OC SHEATHING lll��- �II�I 2x6 BLOCKING W/A34 EA BAY j��„� - RAFTER PER PLAN / ll` .-t�T- H2.5 AT EA OUTRIGGER All I RAKED DOUBLE TOP PLATE PT 2x8 DF-L SILL PLATE(2x6 AT ��Ii AND SHEATHING EDGE NAILING Z ,. • W/SILL SEAL M - a • $ LB212AZ HANGER TO FULL WIDTH PT PLATE; 4 RAKE EDGE NI L+/ W/SELF-ADHERED VAPOR BARRIER 1" = 1'-0" Z - #4 VERTICAL @ 48"OC MAX; '4°.. -I ALTERNATE HOOK DIRECTION AT FOOTING `o DAMP -a• PROOFING . 2 GRADE , • - a ° #4 @ 18"OC - - - 1 -°'ZO ,. #4 TOP& BOTTOM OF STEMWALL E- E 1- 1 IIE 1 `a - - MARK DATE DES( I�-I�I-� III= °- = � . l-Ill- lI-IlI-III a Z -1 -1 -I 1- 11=1 ''• 'I 11-1 11- (2)#4 W/3"COVER ISSUE DATE: 1-11=1TI- I E I 1 Il 1 1 1 1=_II I MUM co -1 1-1 -1 I I '"a' ° • -- I - \ WALL PER PLAN AND SCHEDULE ' �°�`�°�`°�` ro I-7T z, ,' -''''''. '' .::•-1,. ,- '• rI Ithhji kr:'r VOIDS IN HEADERS 1"OR GREATER IN ISSUE: PEF Vt!giiiVITHICKNESS SHALL BE INSULATED WITH \b%47,)i i--°•' - _ .'1. �' - Co II•.;t�i' �', MIN R-4 PER INCH RIGID INSULATION. _. 4" 8" 4" ,v IIC'_1* FOOTING DRAIN / 16" / I�I DETAILS / / 1„'j. FOUNDATION - ,e; INSULATED HEADER , , A A A These notes set minimum standards for construction. The drawings govern over the notes to the extent shown. Contractor shall verify all dimensions and existing conditions on drawings and in field. Coordinate locations of openings through floors, roofs and walls with all trades. Notify owners representative of any discrepancies between construction documents and field conditions. Construction means, methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. 107 SE WASHINGTO All work shall be in compliance with 2017 edition of the"Oregon Residential Specialty Code" (ORSC)as amended SUITE 227 by all other state and local codes, permits, and building department requirements that apply. PORTLAND,OR 9721 Design snow load=25 psf Floor live load =40 psf Design wind load= 120 mph zone Design seismic design category(SDC)= D -,O,D AA Concrete for foundations to be 2,500 psi at 28 days. Reinforcing for footings and foundations walls to be ASTM A615 with a minimum yield strength of 40,000 psi. ti 4936 Wall framing to comply with Section R602 of the ORSC. Splice top plates per Table R602.3.2. Exterior walls to be w MICHAEL P.FLON continuously sheathed plywood conforming to Wood Structural Panel (WSP)requirements of Section 602.10. x All joists and studs DF#2- 19%M.C. PORTLAND,ORE! All blocking DF#3 or better 1 J, All sheathing to be APA rated plywood, C-D grade, Exposure 1 6' 0 F O` Roof sheathing- performance category 19/32", span rating 40/20 Wall sheathing-performance category 15/32",span rating 32/16 All nailing to be per Table 602.3(1)of the ORSC PROJECT: 11075 SW ERROL ST TIGARD,OR 97223 MARK DATE DES( ISSUE DATE: ISSUE: PEI STRUCTUIZ NOTES r1 .4 107 SE WASHINGTO SUITE 227 PORTLAND,OR 972' BRACED PANEL CRITERIA HEADER SCHEDULE ORSC DESIGNATION WSP SUPPORTING ROOF AND CEILING, 20 FT MAX BUILDING WIDTH MAX BRACED WALL LINE SPACING 25 FT SPAN DF#2 LUMBER DF#2 TIMBER LVL MIN LENGTH OF BRACED WALL <4'-0" (2)2x6 6x6 3-1/2x5-1/2 ��RE D 4,1 TABLE R602.10.3(1) 4 FT 4'-0"to 6'-0" (2)2x8 6x8 3-1/2x7-1/4 ' 4936 SHEATHING 15/32"CDX PLYWOODC. 6'-0"to 8'-0" (2)2x10 6x8 3-1/2x7-1/4 w MICHAEL P.FLOV FASTENERS 0.131" DIA x 2-1/2" NAILS x SUPPORTING ROOF, CEILING AND 1 FLOOR, 20 FT MAX BLDG WIDTH cP PORTLAND,ORE1 SPACING 6"O.C. EDGES, 12"O.C. FIELD SPAN DF#2 LUMBER DF#2 TIMBER LVL 9 J HOLDDOWN ANCHORS SIMPSON HDU2 OR STHD14 O p 0s <4'-0" (2)2x8 6x8 3-1/2x7-1/4 4'-0"to 6'-0" (2)2x10 6x8 5-1/4x7-1/4 MIN 4'-0" BETWEEN 6'-0"to 8'-0" (3)2x12 6x10 5-1/4x9-1/4 PROJECT: SPLICES AT TOP PLATES. 11075 SW ERROL ST NAIL PER DETAIL REFER TO DETAILS FOR ATTACHMENTS OF BOX HEADERS TIGARD,OR 97223 11 J�I II ,T LVL MATERIAL TO BE MINIMUM Fb =2,600 psi, E =2.0x106 psi ' `J I li / I H I I1 / I rl I 11 .1 \ . / I, HEADER PER XiEDGE NAILING JAMB SCHEDULE SCHEDULE KING STUDS � I.7-EDGE SCHEDULE PER SCHEDULE ` i SUPPORTING ROOF AND CEILING, 20 FT MAX BUILDING WIDTH I IJI. SPAN JAMB STUDS KING STUDS II i FIELD NAILING Ii I PER SCHEDULE <4'-0" (1)2x6 (1)2x6 1 i i i 4'-0"to 6'-0" (1)2x6 (2)2x6 (1) 2x SILL PLATE \\ i i (� . I HOLDDOWN 6'-0"to 8'-0" (2)2x6 (3)2x6 OPENINGS <6 FT. I I \ i PER PLAN SUPPORTING ROOF, CEILING AND 1 FLOOR, 20 FT MAX BLDG WIDTH (2)2x SILL OPENINGS rl 6 FT TO 8 FT i 1.1 SPAN JAMB STUDS KING STUDS MARK DATE DESC r i 4 <4'-0" (1)2x6 (1)2x6 -1- —IV ii / ISSUE DATE: I' 4'-0"to 6,-0„ (2)2x6 (2)2x6 —�1 J1 J1___ f ISSUE: PER 6'-0”to 8'-0" (2)2x6 (3)2x6 , . EDGE NAILING AT 2 j 1 TOP PLATES AND 1 KING STUDS = FULL HEIGHT SOLE PLATE TO DOUBLE TOP PLATES SOLE PLATES 1 STRUCTURE JAMB STUDS = PARTIAL HEIGHT STUD DIRECTLY SUPPORTING HEADER SCHEDULE, WOOD STUD WALL SCHEDULE NAIL LAMINATE STUDS PER ORSC TABLE R602.3(1) (3)2x STUDS (18) 0.113 x 2-1/2 NAILS _- EACH SIDE OF JOINT X 1 1 1 . . ._ � - ,... ._. 1 1 107 SE WASHINGTO 16d AT 16" O.C. STUD WALL SUITE 227MII•Mal_N INN H N N N N N N 111111161 PORTLAND,OR 972' REFER TO MIN NNMEM NNNIII=M111EMI MI=III=-- "j PLAN FOR SIZE _ {1 STAGGER PLATE PLAN AT CORNER / JOINTS 4'-0" (4)2x STUDS 1 1.1 CONTRAC-OR OPTIONAL ..cjE D Al STRAP AT JOINTS - S I SIMPSON SMST16 x 16" tiS 4936 �1, .--�.--_--_ , w MICHAEL P.FLOV ��L __ -_- - ." 2x STUDS ��� � �-=.7,-az Pr , � 1� y �.. � REFER TO PLAN PORTLAND,ORE 9 16d AT 16"O.C. STUD WALL T44, REFER TO O F 01 PLAN FOR SIZE PLAN AT INTERSECTION PROJECT: SO.3 STUD WALL DETAILS Q:3 TOPPLATE SPLICE DETAIL 11075 SWERROLST SCALE: 1"=1'-0" 3 SCALE: 1"=1'-O" TIGARD,OR97223 NO NOTCHING ALLOWED AT HOLES NOT ALLOWED STRUCTURAL COLUMNS, IN CENTER 1/3 OF STUD Ill VV 1111 MULTIPLE STUD MEMBERS OR HEIGHT WITHOUT Y �I 1� HOLDDOWN POSTS WITHOUT ARCHITECT APPROVAL REVIEW BY ARCHITECT I,. ji 16d NAILS USE MC15 LUMBER 25% OF /40% OF AT FLAT PLATES AT 16" O.C. DEPTH DEPTH 5/8" 5/8" I - MAX. - MAX. MIN MIN �‘ . NOTCH IN MAX HOLE DIA MAX HOLE DIA -�A •! LOWER 1/4 EQUAL 1/3 OF EQUAL 1/2 OF (2) 16d NAILS EACH 1 :=':. OF STUDS STUDS WIDTH STUDS WIDTH 2x PIECE OR (4) 16d - �= ONLY AT 4x&6x HEADER MARK DATE DESI HEADER PER SCHEDULE JAMB STUDS AND KING ISSUE DATE: STUDS PER SCHEDULE NOTCHES BORED HOLES EXTERIOR& INTERIOR& EXTERIOR& INTERIOR& ISSUE: PEI SPAN VARIES BEARING WALLS NON-BEARING BEARING WALLS NON-BEARING FRAMING DET SO.3 3 TYP HEADER DETAIL 4 STUD NOTCHING AND DRILLING SCALE: 1"=1'-0" _ en ') • SCALE: 1"=1'-O" "