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Plans (104) I TRADE PERMIT COORDINATION NOTES GENERAL NOTES DRAWING INDEX OFFICE COPY 1. LIGHTING AND POWER: LOCATIONS AS 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE A0.0 COVER SHEET 1. 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 SOUTH WALL OF ADDITION; SEE PLAN FOR TRADE DESIGNS WITH OWNER AND RECEIVE APPROVAL PRIOR TO A1.3 FLOOR PLAN APPROXIMATE LOCATIONS SUBMITTAL. A1.4 ROOF PLAN 3. SEE FLOOR PLAN FOR LOCATIONS OF SMOKE 3. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS DETECTORS AND CARBON MONOXIDE AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY A2.1 EXTERIOR ELEVATIONS DETECTORS. CONSTRUCTION UNTIL ALL LATERAL AND LOAD CARRYING SYSTEMS ARE A3.1 SECTION&ASSEMBLIES 4. REPLACE EXISTING WATER HEATER.SEE COMPLETED. A4.1 DETAILS 107 SE WASHINGTON EFFICIENCY MEASURE SUMMARY, BELOW. 4. PROTECT ALL TREES-INCLUDING ROOT SYSTEMS-NOT SLATED FOR S0.1 STRUCTURAL NOTES SUITE 227 REMOVAL. S0.2 STRUCTURAL SCHEDULES PORTLAND,OR 97214 5. WHETHER SHOWN ON DRAWINGS OR NOT,VERIFY LOCATION OF ALL S0.3 FRAMING DETAILS EXISTING UTILITIES AND PROTECT FROM DAMAGE. CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER 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. EXISTING BUILDING HEATED FLOOR AREA OR 6. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING DRAWING LEGEND LESS THAN 600 SQ FT IN AREA,WHICHEVER IS WITH THE WORK. LESS, SHALL BE REQUIRED TO SELECT ONE 7. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OF STUD OR FACE (E)= EXISTING `\. ARC9 MEASURE FROM TABLE N1101.1(2)OR COMPLY OF FOUNDATION. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX (N)= NEW '� 4936 r� WITH TABLE N1101.3. INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR C. cn OPENING. FOR CLARITY, EXISTING w MICHAEL P.FLOWERS SELECTED CONSERVATION MEASURE 8. DO NOT SCALE THE DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCY CONSTRUCTION IS SHOWN IN '-3 REPLACE EXISTING WATER HEATER PRIOR TO CONTINUING WITH THE WORK. GRAY AND NEW CONSTRUCTION ITEM D-HIGH EFFICIENCY WATER HEATER 9. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS. IS SHOWN IN BLACK PORTLAND,OR N NATURAL GAS WITH UEF 0.85 10. PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS 9 J, ti INCLUDING STUB OUTS. �1 11. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR RECEIVED 0 F ORSC TABLE N1101.1 BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, PRESCRIPTIVE ENVELOPE REQUIREMENTS SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, WALL INSULATION R-21 INTERMEDIATE REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY PRIOR TO JUL 2019 PROJECT: 19019 COMMENCEMENT OF ANY PORTION OF THE WORK. FLAT CEILINGS R-49 12. PROVIDE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT C 's_ Y OF T^G/A D[� 11175 SW 119TH AVE FOOTNOTE'F' R-21 AT LIMITED DEPTH THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE BUILD NG I i V isl 11 TIGARD,OR 97223 - UNDERFLOORS R-30 ARE NOTED IN EVERY CASE. _ WINDOWS U-0.30 13. CONSULT ALL TRADES FOR OPENINGS AND ROUGH-CUTS THROUGH SLABS, ADDITIONAL PERMITS REQUIRE[1NSULATION R-8 WALLS,CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT,AND VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH Fire Sprinkler WORK. Fire Alarm 14. VERIFY ALL ROUGH-IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING MechanicalLIABILITY THAT FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. The Cityof Tigard and its 15. COORDINATE AND SELECT EXACT LOCATIONS,TYPES,AND SIZES OF J ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDE ACCESS FOR ALL Plumbing ✓ employees shall not be CONCEALED VALVES, DAMPER CONTROLS, ELECTRICAL JUNCTION BOXES, 'errs' OF TIGARD Electrical k✓ ons res ible for discrepancies ETC. OBTAIN OWNER'S APPROVAL FOR LOCATIONS OF ACCESS DOORS pPRIOR TO INSTALLATION. REVIEWED FOR CODE COMPLIANCE Truss Engineering which may appear herein. 16. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS REQUIRED BY CODE. Approved: (k Shop Drawings 17. SITE SURVEY, GEOTECHNICAL INVESTIGATION,AND HAZARDOUS MATERIALS OTC: I ] Other DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. Permit#: rS Ia -o!Q1- 00Z- This OZ This permit does not authorize the violation of any Address: `11 1 S--6\j3 ).m-vt - vt - rights of holders of private easements. The ap- Suite #: plicant is urged to contact any such parties and $3; A Date: 7 Ii secure thier approval before commencing work. MARK LATE DESCRIPTION PROVIDE 1 FOUNDATION WEAVER RESIDENCE ADDITION ISSUE DATE: 07.01.19 VALIDITY OF PERMIT VENT WITHIN 3 FEET OF EACH THE ISSUANCE OF A PERMIT CORNER OF THE BUILDING ISSUE: PERMIT SET 11175 SW 119TH AVE BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT PERMIT SET COVER SHEET THE CODE OFFICIAL FROM REQUIRING THE CORRECTION Approved plans OF ERRORS.ORSC 105.4p 7.01 . 1 9 shaII be on oob s A0.0 INIMIIIIIIIIIIIIINNI I I I I LEGEND LOT AREA 0.22 ACRES(9,410 SF) LOT INFORMATION GENERAL SITE NOTES (E)= EXISTING IMPERVIOUS AREA PROPERTY ID W269240 1. SITE INFORMATION CONTAINED HEREIN IS PROVIDED FOR (N)=NEW (E)DRIVEWAY 738 SF STATE ID 1S134CA00505 INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES (E) ROOF AREA 2,087 SF SUBDIVISION PANORAMA NO 2 NO RESPONSIBILITY FOR ITS ACCURACY. (N) ROOF AREA 233 SF ZONE R-4.5 2. UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR (N) PATIO 575 SF SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PRIOR PERMIT MST-2004-00344 PROTECT FROM CONSTRUCTION ACTIVITIES. TOTAL 3,633 SF 3. FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. BUILDING COVERAGE 4. FINISH GRADES AROUND BUILDING SHALL BE 6"MINIMUM 107 SE WASHINGTON (E)FOOTPRINT 2,087 SF BELOW FINISH FLOOR ELEVATION OR BOTTOM OF EXTERIOR SUITE 227 (N) FOOTPRINT 233 SF wCLADDING MATERIALS, UNLESS OTHERWISE NOTED. PORTLAND,OR 97214 UNLESSTHERWISE NTED, DIMENSNS ON SITE TOTAL 2,320 SF CITY Or TIGARD 5. ARE TO OCE OF CURBS, EXTERIOR FACE OF BUILD NGN Approved FOUNDATIONS,AND GRID LINES. Ianrlfn ; 6. STAKE PAVING DIMENSIONS FOR OWNER APPROVAL. - Vie: - 3 ? Initials: S ,v.- ���9' _ 4936 - ELEV 245245+1- — �=-- — — — — 130.00' w MICHAEL P.FLOWERS c� x , r --- - -------- - — e SILT FENCE tp tri PORTLAND,OR N O % / + ELEV 245+1- "' � �. 1' ti 9 12.5' / +1-30' 0 F O O 0 ) PROJECT:SQ FT i i--- - - 4 PROJECT: 19019 �/ NEW ADDITION �' - VV _ _ 11175 SW 119TH AVE sv // // p FFE=0 0 TIGARD,OR 97223 - 7--________-- - - r/ P - 3' '1 - EXISTING UTILITIES NO CONSTRUCTION ACTIVITY —' � TO REMAIN PROPOSED UNDER(E)TREE DRIP LINE i --` �- - a i (ALL UNDERGROUND) 1 zi I O N b bNEVI COVERED° - N EXISTING HOUSE O� (E) LANDSCAPING c. -.r - " PAT_IO'- r . ,D 11175 SW 119TH AVE a ►� 8 h_e W L "4 TO REMAIN :�f I •FFA ,0 S+/ a FFE=0.0 w 4 + w EXISTING LANDSCAPING w = �Rt I > TO REMAIN D O m al E LINE OF NEW I— I PATIO COVER . 1 . (f")HOT, . _ - .I , TUB - iw EXISTING DRIVEWAY MARK DATE DESCRIPTION I - -=_ 4• _ - -4 I • • 20' i X 3' 1 ISSUE DATE: 07.01.19 • RETAIN (E) ISSUE: PERMIT SET PERGOLA Ngm 50' X Cn L +/-38' / ---- ELEV 245+/- ELEV 245+/_ SITE PLAN - - — — — — — — — — — — --'e• - — — - - 138.00' N 0 SI10'TE PLAN "1"= CD A1 .0 I I 1 1 KEYNOTE LEGEND D1 REMOVE WALL FROM FLOOR TO CEILING.SHORE AS REQUIRED FOR NEW HEADER. D2 REMOVE WINDOW.SALVAGE FOR RE-USE. D3 REMOVE CLOSET DOOR AND ACCESSORIES. D4 REMOVE CLADDING AND WEATHER BARRIER IN PREPARATION FOR NEW FINISHES. SALVAGE CLADDING FOR RE-USE. D5 REMOVE EXISTING CONCRETE PATIO. 107 SE WASHINGTON GENERAL DEMOLITION NOTES SUITE 227 PORTLAND,OR 97214 1. VERIFY ALL CONDITIONS TO BE DEMOLISHED. NOTIFY ARCHITECT OF ANY UNFORESEEN CIRCUMSTANCES. 2. PREPARE ALL SURFACES AND SUBSTRATES TO ACCEPT NEW MATERIALS AND FINISHES. — 3. COORDINATE WITH PLUMBING, MECHANICAL,AND ELECTRICAL TRADES FOR ADDITIONAL DEMOLITION WORK. 4. COORDINATE SALVAGE REQUIREMENTS WITH OWNER. S� ,E D A j�C�f ti 4936 - U rn W MICHAEL P.FLOWERS n p4 H tn PORTLAND,OR N 91L O F o.ti LANDSCAPING DEMO BY OWNER \ PROJECT: 19019 11175 SW 119TH AVE CD5> TIGARD,OR 97223 . 40 ,--' D4 D2 CD1> 62 _ ---__ I (E)KITCHEN 1_ r -- / 1 (E)BATH (E)BEDROOM I D3 , MARK DATE DESCRIPTION 1 4 ISSUE DATE: 07 01.19 i ' I 0 ISSUE: PERMIT SET DEMOLITION PLAN 0 DE"MOLITION PLAN CPO N A1 . 1 I I i 1 UNDER-FLOOR SPACE VENTILATION REQUIREMENTS UNDER-FLOOR ACCESS REQUIREMENTS it PIPE SHALL TERMINATE AT LEAST 12" (ORSC R408.1) (ORSC R408.4) ABOVE THE SURFACE OF THE ROOF IN A LOCATION AT LEAST 10'-0"AWAY FROM PROVIDE TOTAL NET FREE VENTILATING AREA NOT LESS I ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR ANY WINDOW OR OTHER OPENING IN THAN 1 SQ FT FOR EACH 150 SQ FT OF UNDER-FLOOR AREAS AS FOLLOWS: ACCESS OPENINGS THROUGH THE hir1 RADON VENT ADJOINING OR ADJACENT BUILDINGS SPACE AREA. REQUIRED VENTILATION OPENINGS SHALL FLOOR SHALL BE MIN 18"x 24". OPENINGS THROUGH A STACK MIN 3-INCH DIAMETER ABS, PVC, BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF PERIMETER WALL SHALL BE BE MIN 16"x 24". OR EQUIVALENT GAS-TIGHT PIPE THE SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FT OF EACH CORNER OF THE BUILDING.VENTILATION OPENINGS SHALL BE PERMITTED TO BE OMITTED ON ONE SIDE. immommi _N PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE DEPRESSURIZATION SYSTEM. 107 SE WASHINGTON UNDER-FLOOR SPACE VENTILATION PROVIDED IJVING AN ELECTRICAL CIRCUIT TERMINATED IN SUITE 227 AREA AN APPROVED BOX SHALL BE INSTALLED PORTLAND,OR 97214 UNDER-FLOOR SPACE AREA=204 SQ FT DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT TOTAL NET FREE VENTILATING AREA REQ'D _ PIPE FAN.AN ELECTRICAL SUPPLY SHALL 204 SQ FT/150 SQ FT= 1.36 SQ FT= 196 SQ IN ALSO BE ACCESSIBLE IN ANTICIPATED LOCATION OF SYSTEM. FOUNDATION VENTS REQ'D (ASSUMING 0.5 SQ FT(72 SQ IN) NET FREE AREA PER VENT SPACE , SHEETING E=E -- CONTINUOUS 6 MIL VAPOR BARRIER OVER �,��D A�C� 196 SQ IN/72 SQ IN =3 VENTS MIN BOTTOM OF CRAWL SPACE. LAP ALL ®� SEAMS 12"AND EXTEND MIN 16"UP INSIDE 4936 44 FACE OF PERIMETER FOUNDATION.WRAP y MICHAEL P.FLOWERS n GRADE OVER PERFORATED PIPE; SEAL AT TEE x AND RISER PENETRATION. PERFORATED \ MIN. 6" GRAVEL I DRAIN TILE PORTLAND,OR N NOTES: SCHEDULE 40 TEE; CONNECT TO RISER -CONNECT(N)FOOTING DRAIN TO(E) AND PERFORATED PIPE 9T -SLOPE GRADE AWAY FROM ADDITION, OR PROVIDE FRENCH DRAIN 0 F Q� -PROVIDE FOUNDATION VENT WELLS AS REQUIRED PER(E)GRADE © PASSIVE SUBMEMBRANE DEPRESSURIZATION SYSTEM -PROVIDE PASSIVE SUBMEMBRANE DEPRESSURATION A3.1 O (ORSC AF103.5.1) SYSTEM (LOCATION TBD); SEE 2/A1.2 12"- 1'-0" PROJECT: 19019 11175 SW 119TH AVE TIGARD,OR 97223 18'-8" / SIMPSON HDU2, MAX 36" MAX 36" TYP OF 6 / /- PREFAB VENT, TYP \ / X 3'-6" 9' 3" C- 3'-6" Q a a I ', I I U 1 O 1 23/32"T&G PLYWOOD SHEATHING ''. Q 10d @ 6"OC EDGES `U 10d @ 12"OC FIELD N E-7 I- 7 LL 1 0 _ I. .1 \(3-I A3.1 — L—J L J 1x __.. N - v _ MARK DATE DESCRIPTION .. ._. I ISSUE DATE 07 01 19 _ a G ° ALI N L (E)CRAWL ISSUE: PERMIT SET VENT a (E)CRAWL FOUNDATION PLAN OFO"UNDATION' AND FLOOR FRAMING PLAN (110N A1 .2 1/4 = 1O" KEYNOTE LEGEND DOOR SCHEDULE P1 INFILL REMOVED WINDOW OPENING WITH NEW FRAMING. FINISH TO MATCH EXISTING. DOOR PANEL �` `' P2 PROVIDE BLOCKING FOR CLOSET ACCESSORIES BY OWNER. OPENING WIDTH HEIGHT HARDWARE COMMENTS P3 PREFAB SHOWER BASE-VERIFY DIMENSIONS WITH MANUFACTURER.TILE SURROUND. COORDINATE BATH 1 2'-4" 6'-8" PRIVACY MATCH(E)OR BY OWNER APPROVAL SELECTIONS WITH OWNER. CLOSET 2'-4" 6'-8" MATCH(E)OR BY OWNER APPROVAL (E)DS P4 COUNTERTOP,SINKS,CASEWORK,AND MIRROR.COORDINATE SELECTIONS WITH OWNER. LINEN 1'-6" 6'-8" MATCH(E)OR BY OWNER APPROVAL P5 EXISTING BATHROOM:PROVIDE NEW EXHAUST FAN. P6 FURRING OVER EXISTING WALL TO ALIGN FINISHED SURFACES. FINISH SCHEDULE --.-. P7 RADON VENT STACK. PROVIDE POWER AND ACCESS PANEL FOR FUTURE FAN. LOCATE>10'FROM ROOM NAME FLOOR BASE COMMENTS 107 SE WASHINGTON ADJACENT OPENINGS. (N)BATH TILE WOOD BY OWNER APPROVAL SUITE 227 (N)BEDROOM WOOD WOOD MATCH(E)OR BY OWNER APPROVAL PORTLAND,OR 97214 FINISH NOTES ak © • ALL TRIM TO MATCH EXISTING, OR BY OWNER APPROVAL • PAINT COLORS SELECTED BY OWNER LINE OF ROOF NW Nair OVERHANG, TYP Q. BRACED PANEL,TYP - SIMPSON HDU2, c' f .II SEE SCHEDULE 4'-2" EQ EQ / TYP OF 6 v re' -., (N)DOWNSPOUT VERIFY w MICHAEL P.FLOWERS n itr (N) DOWNSPOUT TO(E)STORM BP-WSP 18" BP-WSP TO(E)STORM r / / _ _ __- PORTLAND,OR N r-L_--- I 1 .I w .I GENERAL WALL NOTES 9T M LINE OF NEW 1. REFER TO STRUCTURAL DRAWINGS FOR 0 F 0� ‘141 i� PATIO COVER N RIDGE POST; ADDITIONAL INFORMATION. ❑ \c� 0 ° SEE SECTIONa 2. COMPLETELY SEAL AROUND PENETRATIONS 1,1'r 9"j, j,1'-9"L FURR 47DTHROUGH ACOUSTICAL WALLS. FILL DEPTH OF PROJECT: 19019 a 2x4 I BATH 1 GAPS AROUND CUT-OUTS FOR ELECTRICAL pm 11175 SW 119TH AVE NEW PATIO SLAB; m BOXES, PIPES AND PLUMBING,AND OTHER of—IN P4 PENETRATIONS. PROVIDE INSULATION w TIGARD,OR 97223 g SEE SITE PLAN - (N)BATH BETWEEN THE CONCEALED FACE OF FINISH VERIFY P7) MATERIALS (WITHIN THE STUD OR JOIST CAVITY)AND PIPES, PLUMBING,THE BACK OF \ �J, BOXES, OR OTHER RECESSED FIXTURES. 1 I____ \ 3" a 3. PROVIDE ALL NECESSARY ANCHORAGE ❑ 0 0 16" (N)BEDROOM I . A3.1 BLOCKING, BACKING,AND FRAMING FOR °' w /FIN/ \-l� HANDRAILS, DOOR STOPS, CASEWORK, �, L__�'N -\\> J ccDD " m SHELVING, MIRRORS,WALL MOUNTED jv TYP EQUIPMENT AND ALL OTHER ITEMS AS J 36" "�' 2x4 a REQUIRED FOR COMPLETE INSTALLATION. (E)DS -\ 1 I 1 4 Q 4. FRAME AND FINISH OPENINGS FOR -. i k� ALIGN MECHANICAL AND ELECTRICAL SYSTEMS AS r REQUIRED BY MECHANICAL/ELECTRICAL L TRADES. (E) ELEC METER TO REMAIN; , , P1 SEE SECTIONLu 5. COORDINATE WITH STRUCTURAL DRAWINGS VERIFY REQ'D CLERANCES EXIST FOR REQUIRED SHEARWALL SHEATHING. ` 2x4 P6 PROVIDE IN ADDITION TO COMPONENTS (E)KITCHEN 0 I INDICATED ON WALL TYPE DETAILS AS __ I 2x4 TYP ,`g5 * _ INTERIOR WALLS SD CO (E)BATH CLOSET j, 4'-3" i. TYPICAL: MARK DATE DESCRIPTION • 2x4 UNLESS TAGGED OTHERWISE Ij 1 • 16"ON-CENTER Z ' I ! • 5/8"GYPSUM WALL BOARD, EACH SIDE; PAINT ISSUE DATE: 07.01.19 1 - FURRING: j o • SAME AS ABOVE, OMIT GYP ONE SIDE ISSUE: PERMIT SET I \ 0 o EXISTING: • WHERE ACCESSIBLE,ADD NEW INSULATION TO MATCH WALL DEPTH " - - _J • PATCH/REPAIR AS REQ'D; PAINT FLOOR PLAN _ _ t -' (E) DS ADDITIONAL NOTES: (E)HALL I r • USE WATER RESISTANT GYPSUM BOARD AT O FLOOR PLAN - - \ ALL WET CONDITIONS C[ IN • "a"=ACOUSTIC-PROVIDE BATTS AND 1/4"= 1'-0" n SEALANT; SEE WALL NOTES A1 .3 - V I 1 I ROOF NOTES 1. NEW SHINGLES TO MATCH EXISTING. 2. PROVIDE SYSTEM WARRANTY. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3. AT RIDGES,VALLEYS,AND PERIMETER, 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 WASHINGTON SUITE 227 PORTLAND,OR 97214 SEE SECTION FOR SEE SECTION FOR ROOF PATIO COVER FRAMING; 2 RAKE &ATTIC FRAMING PLYWOOD SHEATHING SKYLIGHTS (2) A3.1 �� TO MATCH ADDITION NOMINAL 3'x2' / 4 (N) PATIO COVER; - (N)GUTTER; A4.1 ROOF SHEATHING �,,v�D ARC, SHOWN DASHED I MATCH (E) / 19/32 CDX PLYWOOD; ti 4936 �� SPAN INDEX 32/16; (E)GUTTER � / W/8d AT 6"OC EDGES U W MICHAEL P.FLOWERS n f / f-�_ --011111111111111111111111111111111111 / AND 8d AT 12"OC FIELD x y _ EAVE PORTLAND,OR NoI ��. I�.. IIIIIII � 1l. 1 � 1111111111111 of 0� Al Ill' ' l112x12 DF#2 AT 16"OCA4.1 q �,I���I�i I I I ><ED I x Tli � � illlllllllllll , ■ ■ ■ :�� ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ PROJECT: 19019 _� �_ � ��� I I I I I I I I I I I I I I I I I I I 11�I . IIIII1111111111 I11111 (N GUTTER; 11175 SW 119TH AVE RADON VENT STACK; 1111111101111111111111111111111111111111111111111111F14111 I I I I IMATCH (E) TIGARD,OR97223�I I SEE 2/Al2 I I I I ��I,� MIIIIIIIII I I I I Alk 1111111 I1 �11111 � 1 . 1llllllllllllll A3.1 �IIIIIII :111111 IIII � IIIIII � Ilil11111111111111111111,-___ _ _ _ _ �, ,� �I–�� 111111 +/ 6"/12" I I I II I I I +/-6' /12' 12'-9"+/- ISI, I I I I I IIIII III liiilTIE INTO NEW �I I I 11111111111111111111111111111111111111111111111111i l l l l ll11011111111111111111111111I I I I I I I I EVERIFY XISTING SLOPEEN CH I1111111111II ,111111111111111111111111111111111111111111111II 1 411111111001111111111111111111111II 1 PATCH/REPAIR EXISTING �li111111111111111101111 I +1-6 /12" ROOF ASSEMBLY AS REQ'D (N)VENT(S) FOR(E) BATH I�IIIIIIIII I1I I II 1 L r. III 1i11 MARK DATE DESCRIPTION ml ISSUE DATE: 07.01.19 ISSUE: PERMIT SET —1 I 1 ROOF PLAN O RO1/4"=OF 1'-0"PLAN 1(BN A1 .4 I I I I WINDOW SCHEDULE TYPE ROUGH OPENING '.; MARK WIDTH HEIGHT HEAD HEIGHT COMMENTS W1 4'-0" 5'-0" 7'-0" (E)SALVAGED W2 3'-0" 3'-0" 7'-0" (E)SALVAGED W3 5'-0" 1'-6" 7'-0" FIXED VERIFY AND MATCH (E)SLOPE; SKYLIGHTS(2)-SEE ROOF PLAN PATCH IN (N) ROOF INTO(E) 107 SE WASHINGTON ELEVATION NOTES SUITE 227 oO/0! PORTLAND,OR 97214 Ii I I 1. ALL NEW WINDOWS, CLADDING,AND TRIM TO MATCH EXISTING, I I I I I I I I I I I 1 — OR AS APPROVED BY OWNER. -i, 2. WINDOWS, CLADDING,AND TRIM TO BE INSTALLED PER r MANUFACTURER'S INSTRUCTIONS ` 3. WINDOW ROUGH OPENINGS ARE NOMINAL. REFER TO MANUFACTURER'S PRODUCT DATA FOR ACTUAL DIMENSIONS. `-c 4. ALL NEW WINDOWS TO HAVE LOW-E INSULATED GLAZING ANDA � �l�D ARCS - U-FACTOR OF 0.30 OR BETTER. S f I . 5. ORSC R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS- U 4936 I-- CV limili GRADE LEVEL OPENINGS SHALL HAVE A NET CLEAR OPENING w MICHAEL P.FLOWERS ...60) (E)GUTTER; (N)GUTTER& DS; OF NOT LESS THAN 5 SQ FT. x y TIE INTO NEW MATCH (E) 6. NOT SHOWN: EXISTING DOWNSPOUTS, EXTERIOR HOSE BIBBS, OUTLETS, LIGHTING,AND SIMILAR DEVICES. tp PORTLAND,OR N C. 91t0F0'ti T/FLOOR 0'-0" PROJECT: 19019 r a 11175 SW 119TH AVE TIGARD,OR 97223 - © NORTH ELEVATION 1/4"= 1'-0" Vdl10°111°11111°1.1° 14111111111%%l441hhr 40 MARK DATE DESCRIPTION W1 ISSUE DATE: 07.01.19 ISSUE: PERMIT SET 0 T/FLOOR — — — ' — — — EXTERIOR 0'-0" r . .. I — ELEVATIONS OWEST ELEVATION 1/4"= 1'-0" A2 . • I 2x6 AT 16"OC OVERFRAMING TO 2x8 FLAT VALLEY SCREWED TO (E) RAFTERS 1 1 W/(2)SDS25400. SLOPE-CUT OVERFRAMING FOR MIN 2-1/2"BEARING. PROVIDE 1 FLOOR ASSEMBLY ROOF ASSEMBLY - - POSITIVE ATTACHMENT WITH A34 OR SDWC TRUSS SCREW EA RAFTER. BEVEL INTERIOR TO CRAWL: EXTERIOR TO INTERIOR: EDGE OF 2x FLAT AND NAIL ADDED PLYWOOD W/EDGE NAILING. • INTERIOR FLOOR FINISH • ASPHALT SHINGLE� � r ROOFING SUBFLOOR , • UNDERLAYMENT I; ; n • FLOOR FRAMING PER PLAN 1 • SHEATHING PER PLAN ' N� �� � �I 11 \ I� I \ 1 1 1 4 • BATT INSULATION (R-30 MIN) • RAFTERS PER SECTION 1 L • CRAWL SPACE • CEILING FRAMING PER SECTION { A4.1 CONTINUOUS VAPOR BARRIER • BATT INSULATION (R-38 MIN) 4x4 POST ACE4 POST CAP EA FACE • VAPOR BARRIER • 1/2"GYPSUM CEILING BOARD (E)RAFTERS �� �� AC4 EA FACE OF HEADER 4x6 RIDGE POST • PAINT 107 SE WASHINGTON , W/ACE4 TO RIDGE BEAM SUITE 227 ii\-7:4)C f! m ��x r � �X rd „r AND A35 EA SIDE V OR BC40 AT BASE PORTLAND,OR 97214 ASSEMBLY NOTES EXTERIOR WALL (E)SHEATHING; BEAM: CLADDING ASSEMBLIES ARE PROVIDED EXTERIOR TO INTERIOR: CUT BACK FOR ATTIC ACCESS GL 3-1/2 x 12, OR FOR DESIGN INTENT. INSTALL ALL • FIBER-CEMENT SIDING, MATCH EXISTING AND AS REO'D FOR VENTING / LVL 3 1/2 x 11-7/8 MATERIALS ACCORDING TO STANDARD • 1/2" PT FURRING STRIPS HANGERS: J ..-- DEMOLISHED PRACTICE, OR BETTER,AND AS • WEATHER BARRIER LUS28 TO ROOF& LUS24 TO CEILING; � WALL SHOWN Co RECOMMENDED BY MANFUACTURER. • 1/2" PLYWOOD SHEATHING LUS28-2 IF CEILING& RAFTER ARE DASHED 1--- • 2x6 WOOD STUDS AT 16"ON-CENTER '\. ' D ARC ATTACHED ATTIC VENTILATION • BATT INSULATION (R-21 MIN) 4936 f� MIN NET FREE AREA OF 1/150 OF • TWO-WAY PERMEABLE VAPOR RETARDERC. HEADER JAMBS: - LB212AZ HANGER THE ATTIC AREA(ORSC R806.2) • 5/8"GYPSUM WALL BOARD w MICHAEL P.FLOWERS (3)STUDS OR 6x POST TO(E) PLATE • PAINT fx H , ♦♦♦ ♦♦ •' _ T/FLOOR 1` X X ♦ ♦♦ ♦ 0 0 oiL PORTLAND,OR N I 1 1 1--_III i 'I �III� 9�-8 F �-- I ILII III I1 I 1 1 1'. J III— °r 11 11 1I 1 I-i 11 11 111 1-111-1 - — I III 111-111 111-111 —m-111 O EAST—WEST SECTION AT ADDITION PROJECT: 19019 1/4"= I-0" - RIDGE BEAM: 11175 SW 119TH AVE GL 3-1/2 x 12, OR TIGARD,OR 97223 _ FLUSH FRAMED RAFTERS W/ / LVL 3-1/2 x 11-7/8 LSSR28 HANGERS AT RIDGE [- 4x10 RIDGE LSSR210 HANGERS TO RIDGE BEAM -- 2x12 DF#2 AT 16"OC - R21 BATTS AT LIMITED DEPTH (2)4x4 w/BC4 BASE AND AC4 CAP BEAM (TABLE N1101.1 FOOTNOTE F); 6,, (TABLE MIN 1"AIR SPACE (ORSC R806.3) 2x8 RAFTERS AT 24"ON CENTER 6-/ 6 6 12 2" PROVIDE BAFFLES EACH RAFTER: 7 (0\4.) H2.5A OR SDWC TRUSS SCREW ak 6x10 6x10 J �, -Trawsme DTA A A 1.� *��.1� .1�1�P.1WA,1.1.�����1�r�',Alt*" A4.1 s/ CEILING FRAMING l (2)4x10 CROSS TIE 2x6 AT 16"OC w/HUC410 EA END . C� I INSULATED HEADER 1 6x6 w/AC6 CAPS - '. + w PER SCHEDULE .4 - U SEE 5/A4.1 Co : . I- iQ 1 1 3 r CD I • — MPBZ POST BASE W PATIO SLAB T/FLOOR ALMARK DATE DESCRIPTION - -� ♦ISI''► ' ! -j lY2!' I I -�1..„1„,... 0'-0" rco Z I I - ISSUE DATE: 07.01.19 — ISSUE: PERMIT SET 1 1 - I_ I--- 1 1 11 I a TYP POST FOOTING: 16"DlAxor18"SQUARE111111111 --- I � :II -1,i -111-1'1-1[1-111-IIIA 111 II II ®II - \ _ 36" DEEP SEE FOUNDATION PLAN FOR VENTILATION (8)#4 VERT alk SECTION & (2)#4 TIES AT 3"OC TOP CONT 6 MIL VAPOR BARRIER; PLUS#4 TIES AT 6"OC FILL LAP ALL SEAMS 12"; A4.1 ASSEMBLIES EXTEND MIN 16"UP PERIMETER OF FOUNDATION, TYP ONORTH—SOUTH SECTION AT ADDITION 1/4"= 1'-0" A3. 1 • I I I 1 ROOF SHEATHING AND EDGE NAILING PER PLAN; 2x BLOCKING EACH BAY RAFTER TAIL BACKSPAN =36" VENT BAFFLE NAILED TO RAFTER W/(2) ROWS 0.148" DIA x 3" NAILS AT 6"OC � , X i 24 / j`' V-CUT VENTILATION,AS REQ'D MATCH (E)-VERIFY 1/3 1/3 1/3 ADDED RAFTER TAIL 2x FINISH BLOCKING; � 7 OUT-TO-IN ROUND ATTIC VENTS -- — 107 SE WASHINGTON SHINGLES; W/INSECT SCREEN eli4 � ���,�,�♦ � 11/M111/1 `� SUITE 227 SELF-ADHERED FLASHING; a to S�,- N, PORTLAND,OR 97214 CONT DRIP FLASHING; UNDERLAYMENT � !I ' ♦•�•, , CONTINUOUS RIDGE VENT f..��i_ y GUTTER; MATCH (E) �// I Ih RAFTER BLOCKING ELEVATION 11111 / `/' I� H2.5A OR SDWC TRUSS SCREW, sMO �� EACH RAFTER ,r4.--A ��� ��� 1rA 11 111 LTP4 @ 24"OC M \ , ��. 2x RAFTER TAIL ! IIM �' DOUBLE 2x6 TOP PLATE EDGE BLOCKING, ca OR EXTEND PLYWD AND 4936 1x EAVE BOARDS MIN DRILL HOLE EACH BAY NM w MICHAEL P.FLOWERS n 2x FASCIA BOARD RIDGE BEAM AND RAFTERS x '-3 NOTE: ALL VISIBLE PORTLAND,OR N O ELEMENTS TO MATCH (E) q C5 OR PER OWNER APPROVAL /� F 0. - <<, © GUTTER / EAVE © RIDGE 1"= 1'-0" 1"= 1'-0" PROJECT: 19019 11175 SW 119TH AVE ROOF SHEATHING EDGE NAILING TIGARD,OR 97223 CLADDING;OUT-TO-IN 5/8"ANCHOR BOLT MIN (4)0.131 DIA x 2.5"NAILS \ / MATCH (E) PVC OR METAL STARTER STRIP1741 W/3x3x1/4 PLATE WASHER @ 48"OC AT EACH OUTRIGGER —' 16" 8"W/INSECT SCREEN; SOLE PLATE TO SILL PLATE; 16d @ 6"OC MAX WEATHER BARRIER; IIIA _ �. —_— RAKE FLASHING SELF-ADHERED PRE-STRIP; II '�' 3/4" DECKING 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 owner's 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 WASHINGTON SUITE 227 All work shall be in compliance with 2017 edition of the"Oregon Residential Specialty Code"(ORSC)as amended PORTLAND,OR 97214 by all other state and local codes,permits, and building department requirements that apply. Design snow load=25 psf Floor live load=40 psf Design wind load= 120 mph zone Design seismic design category(SDC)= D � ,,RJ D Ai? Concrete for foundations to be 2,500 psi at 28 days. Reinforcing for footings and foundations walls to be ASTM ti 4936 f� A615 with a minimum yield strength of 40,000 psi. W MICHAEL P.FLOWERS n Wall framing to comply with Section R602 of the ORSC.Splice top plates per Table R602.3.2. Exterior walls to be continuously sheathed plywood conforming to Wood Structural Panel(WSP)requirements of Section 602.10. cP PORTLAND,OR N All joists and studs DF#2-19%M.C. All blocking DF#3 or better 0 F \L All sheathing to be APA rated plywood, C-D grade, Exposure 1 Roof sheathing-performance category 19/32",span rating 40/20 Wall sheathing-performance category 15/32",span rating 32/16 PROJECT: 19019 All nailing to be per Table 602.3(1)of the ORSC 11175 SW 119TH AVE TIGARD,OR 97223 MARK DATE DESCRIPTION ISSUE DATE: 07.01.19 ISSUE: PERMIT SET STRUCTURAL NOTES S0. 1 ' I I 107 SE WASHINGTON SUITE 227 PORTLAND,OR 97214 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 �ti0,D 44,c,, TABLE R602.10.3(1) 4 FT 4'-0"to 6'-0" (2)2x8 6x8 3-1/2x7-1/4 4936 r SHEATHING 15/32"CDX PLYWOOD w MICHAEL P.FLOWERS c-D 6'-0"to 8'-0" (2)2x10 6x8 3-1/2x7-1/4 , FASTENERS 0.131"DIA x 2-1/2" NAILS SUPPORTING ROOF, CEILING AND 1 FLOOR, 20 FT MAX BLDG WIDTH PORTLAND,OR N SPACING 6"O.C. EDGES, 12"O.C. FIELD SPAN DF#2 LUMBER DF#2 TIMBER LVL 9/ ti HOLDDOWN ANCHORS SIMPSON HDU2 OR STHD14 <4'-0" (2)2x8 6x8 3-1/2x7-1/4 0 F O''''`' 4'-0"to 6'-0" (2)2x10 6x8 5-1/4x7-1/4 6'-0"to 8'-0" (3)2x12 6x10 5-1/4x9-1/4 PROJECT: 19019 MIN 4'-0" BETWEEN SPLICES AT TOP PLATES. 11175 SW 119TH AVE NAIL PER DETAIL REFER TO DETAILS FOR ATTACHMENTS OF BOX HEADERS TIGARD,OR 97223 _ LVL MATERIAL TO BE MINIMUM Fb=2,600 psi, E=2.0x106 psi --1T -17 'T Tr Ii .1 II Ii • I1 II 11 . II // LI HEADER PERIJ 'IEDGE NAILING JAMB SCHEDULE SCHEDULE KING STUDS 1 f PER SCHEDULE PER SCHEDULE SUPPORTING ROOF AND CEILING, 20 FT MAX BUILDING WIDTH I I LI SPAN JAMB STUDS KING STUDS IFIELD NAILING i H PER SCHEDULE <4'-0" (1)2x6 (1)2x6 1 4'-0"to 6'-0" (1)2x6 (2)2x6 J (1)2xSILLPLATE I HOLDDOWN 6'-0"to 8'-0" (2)2x6 (3)2x6 OPENINGS <6 FT. • I PER PLAN SUPPORTING ROOF, CEILING AND 1 FLOOR, 20 FT MAX BLDG WIDTH (2)2x SILL OPENINGS .i 6 FT TO 8 FT LI SPAN JAMB STUDS KING STUDS MARK DATE DESCRIPTION i • <4'-0" (1)2x6 (1)2x6 H 1 ISSUE DATE: 07.01.19 14'-0"to 6'-0" (2)2x6 (2)2x6 __!i ii tel___ I' L ISSUE: PERMIT SET 6'-0"to 8'-0" ' (2)2x6 (3)2x6 c, _ EDGE NAILING AT d - - TOP PLATES AND IKING STUDS = FULL HEIGHT SOLE PLATE TO DOUBLE TOP PLATES STRUCTURAL SOLE PLATES 1 JAMB STUDS= PARTIAL HEIGHT STUD DIRECTLY SUPPORTING HEADER SCHEDULES WOOD STUD WALL SCHEDULE NAIL LAMINATE STUDS PER ORSC TABLE R602.3(1) SO.2 1 I I (3)2x STUDS (18) 0.113 x 2-1/2 NAILS :_ ->-<" X 1 1 EACH SIDE OF JOINT . .. .- _ __ . _ .. M N 107 SE WASHINGTON 16d AT 16"O.C. STUD WALL t - T I t t t t • t t t t t SUITE 227 REFER TO i i . i 1 i iii Ili i i 11 :i i 1 I T i PORTLAND,OR 97214 PLAN FOR SIZE I i i I i i �l STAGGER PLATE PLAN AT CORNER JOINTS 4'-0" (4)2x STUDS CONTRAC-OR OPTIONAL ��,��D ARCS STRAP AT JOINTS- ..,-... ... . ---.. .. :_ I �• . , :, - SIMPSON SMST16 x 16" v4936 ��1 �w MICHAEL P.FLOWERS c) 2x STUDS _ - REFER TO PLAN cr PORTLAND,OR N V o STUD WALL ��F O F O'C 16d AT 16"O.C. REFER TO PLAN FOR SIZE PLAN AT INTERSECTION PROJECT: 19019 1 STUD WALL DETAILS S0.3 2 TOP PLATE SPLICE DETAIL 11175 SW 119TH AVE SO.3 SCALE: 1"=1'-0" SCALE: 1"=1'-0" TIGARD,OR 97223 NO NOTCHING ALLOWED AT HOLES NOT ALLOWED STRUCTURAL COLUMNS, IN CENTER 1/3 OF STUD VV n VV MULTIPLE STUD MEMBERS OR HEIGHT WITHOUT HOLDDOWN POSTS WITHOUT ARCHITECT APPROVAL REVIEW BY ARCHITECT USE MC15 LUMBER 16d NAILS `• //25% OF y 40% OF AT FLAT PLATES AT 16" O.C. DEPTH DEPTH 5/8" 5/8" , MAX. MAX. MIN MIN NOTCH IN MAX HOLE DIA MAX HOLE DIA LOWER 1/4 EQUAL 1/3 OF EQUAL 1/2 OF (2) 16d NAILS EACH \\ 17:--- l OF STUDS STUDS WIDTH STUDS WIDTH 2x PIECE OR (4) 16d ONLY AT 4x&6x HEADER MARK DATE DESCRIPTION HEADER PER SCHEDULE JAMB STUDS AND KING ISSUE DATE: 07.01.19 / STUDS PER SCHEDULE NOTCHES BORED HOLES „/ EXTERIOR& INTERIOR& EXTERIOR& INTERIOR& ISSUE: PERMIT SET SPAN VARIES BEARING WALLS NON-BEARING BEARING WALLS NON-BEARING • FRAMING DETAILS 3 TYP HEADER DETAIL 74 STUD NOTCHING AND DRILLING SO.3 SCALE: 1"=1'-0" S0.3 SCALE: 1"=1'-0" SO.3