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HomeMy WebLinkAboutPlans 0 . BEAM @SPRINGBROOK 1 Fild DESIGN studio , -' [ nh �` 725N(KKR Si NCLAUA OR P.503.05.38f19]IX1B 14124 S.W. SPRINGBROOK LANE, TIGARD, OREGON 97223 E :3 G0.0 COVER SHEET G0.1 GENERAL NOTES&INFORMATION I r ' - ' ') A1.0 EXISTING-NEW FLOOR PLAN VICINITY MAP: ' . A2.0 DETAIL SECTION • n Approved plan,, ; P O rd." av we eey. ----.,.. II NOTE:ALL PLUMBING, HVAC, FINAL ELECTRICAL 8� r� 9.tC on r S.__„ o v ANY OTHER DRAWINGS NOT INCLUDED IN THIS SET € s FOR PERMITTING WILL BE IN A SEPARATE ;- , � . ___ f SUBMITTAL FROM RESPECTIVE SUB-CONTRACTORS. VALIDITY OF PERMIT ` ��1` isr THE ISSUANCE OF A PERMIT 6_ BASED ON CONSTRUCTION I zE DOCUMENTS AND OTHER a "'"`"° .m. OFFICE COPY DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM ,,, . `"---,- ' > co REQUIRING THE CORRECTION I ( U 0 - 1 Ui CITY O F 'T'T C P,D OF ERRORS. ORSC 105.4 i " i ,.ham: I' I";w :; a -ODE COMPLIANCEr. s v t cl: [ ° ya a r'' o t' I l '. cc _ „ Ui r .. I ,--: _ S Tiai%6— 0'0 2t-f 9 I, 1� lt-1,12`� sW SP bra ,t: _ fr? ors k' I _ Date: 6J 2S 5� a. C1 8 z 0 co GENERAL NOTE PROPERTY INFORMATION PROJECT SCOPE OF WORK IZ NOTICE COPYRIGHT RESERVED.THIS DRAW ING/DESIGN REMAINS THE TAX LOT ID: 1S133CC00700 DESIGNING&DRAFTING OF BEAM REPLACEMENT DETAILS&INFORMATION CLIENT/OWNER STRUCTURAL ENGINEER W EXCLUSIVE PROPERTY OF MOPO DESIGN STUDIO,LLC.AND MAY NOT BE PROPERTY ID: R2039897 USED OR DUPLICATED VVITHOUT PRIOR WRITTEN CONSENT ALL LOT SIZE: 0.19 ACRES CLIENT-HOMEOWNER CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE EXTG.BLDG.SE: 1,464 SF. 14124 S.W.Springbrook Lane 8 Lu INTERNATIONAL RESIDENTIAL BUILDING CODE, ADOPTED OREGON JURISDICTION: CITY OF TIGARD Tigard,Oregon 97223re BUILDING CODES AND WITH ALL OREGON AMENDMENTS,INCLUDING THE NEIGHBORHOOD: PEBBLE CREEK Tel: CO RESIDENTIAL ENERGY EFFICIENCY CODE,WHERE APPLICABLE. COUNTY WASHINGTON COUNTY Email: C ZONING: RES-E ` ALL ENGINEERING NOTES,DETAILS,DRAWINGS AND REMARKS ARE TO ELEVATION: 220.50 ft.-Approx. LL a rn TAKE PRECEDENT OVER ANY NOTES, DETAILS, DRAWINGS AND YEAR BUILT: 1995 REMARKS PROVIDED BY THE DESIGNER OF THIS PROJECT. AREA CALCULATIONS S d O ��`a WEATHERPROOFINGAND EXTERIOR FINISHES ARE THE RESPONSIBILITY I • OF THE CONTRACTOR FOR CORRECT INSTALLATION PER V3 MANUFACTURER REQUIREMENTS. DESIGNER ASSUMES NO RESPONSIBILITY FOR THE SELECTION AND INSTALLATION OF EXTERIOR FINISHES,AS VVELLAS THEIR STRUCTURAL STABILITY. GENERAL CONTRACTOR DESIGNER OF RECORD N g Jenson General Contracting Inc.(Shawn Jenson) MOPO Design Studio,Ilc. g a i= CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATION&DIMENSIONS 19120 S.Femwood Road Doug Eaglebear SHOWN ON DRAWINGS, AND THAT THE ROOF & FLOOR TRUSS Moialla,Oregon 97038 725 W.Heintz Street DATE: ENGINEERING COMPLY WITH THE PLAN AND HOMEOWNERS DESIRED Homeowner Client: Malaita,Oregon 97038 OUTCOME. ANY DEVIATIONS SHALL BE IMMEDIATELY REPORTED TO THE Tel:(503)310-6844 Tel:503.475.3911 6/1/2023 OWNER AND/OR MOPO DESIGN STUDIO,LLC. Email:shawn@jensoncontracting.com Email:doug.mopodesign@gmail.com CCB#.182417 THE WRITTEN DIMENSIONS ON THESE PLANS SHALL TAKE PRECEDENCE SCALE: OVER SCALED DIMENSIONS AND THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL VERIFY ALL DIMENSIONS, PLAN AS-NOTED INCONSISTENCE,SITE CONDITIONS AND/OR ANY OTHER DEVIATIONS ON THE PLANS PERTAINING TO THE CONSTRUCTION OF THIS PROJECT. SHEET: ANY CONSTRUCTION ISSUES THAT ARISE DURING CONSTRUCTION APPLICABLE CODES SHALL BE IMMEDIATELY REPORTED TO THE OWNER,ENGINEER AND/OR 2021 OREGON RESIDENTIAL SPECIALTY CODE G0.0 MOPO DESIGN STUDIO, LLC. FOR ADJUSTMENT BEFORE PRECEDING 2021 OREGON ELECTRICAL SPECIALTY CODE WITH CONSTRUCTION. THESE DESIGNS PLANS ARE DIAGRAMMATIC 2021 OREGON PLUMBING SPECIALTY CODE ONLYAND SUBJECT TO FIT SITE CONDITIONS.REFER TO G0.1 FOR MORE 2022 OREGON MECHANICAL SPECIALTY CODE SPECIFIC INFORMATION. 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE GENERAL NOTES SYMBOLS LEGEND 1.THE GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS SHALL CAREFULLY STUDY&COMPARE THE CONSTRUCTION DOCUMENTS& IIIPS DETAILIDRAWING NUMBER SHALL AT ONCE REPORT TO THE DESIGNER OF RECORD ANY ERROR(S),INCONSISTENCY OR OMISSION HE/SHE MAY DISCOVER CONTRACTOR SHALL 0 sa _ / PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS OR WHERE REQUIRED,APPROVED SHOP DRAWINGS, WINDOW TAG <> KEYNOTE ELEVATION MARK BUILDING / ..IOSSIGN studio PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK SECTION ,�L_ SHEET NUMBER 7N 2.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS SHALL EXECUTE THE DESIGN IN CONFORMANCE OF THE LATEST EDITIONS OF THE P.503053311 E STATE OF OREGON ADOPTED BUILDING CODES AND/OR CODES&LAWS OF THE AUTHORITY HAVING JURISDICTION OF WHERE THE WORK IS TO BE DOOR TAG DXX A DETAIUDRAWING NUMBER StnL� DETAIUDRAWMNG NUMBER PERFORMED. EXTERI 3.THE CONTRACTOR SHALL MAINTAIN AT THE SITE FOR DESIGNER OF RECORD,(1)RECORD COPY OF ALL DRAWINGS,SPECIFICATIONS,ADDENDA CHANGE °INr� a SHEET NUMBER ELEVATIONSHEET NUMBER CHANGE ORDERS&OTHER MODIFICATIONS IN GOOD ORDER&MARKED CURRENTLY TO RECORD ALL CHANGES MADE DURING CONSTRUCTION& BEAM TAG \XX/ OR 0. ELEVATION VIEW NUMBER APPROVED SHOP DRAWINGS,PRODUCT DATA&SAMPLES. CE DETAIL sty DETAIL/DRAWING NUMBER 4.GENERAL CONTRACTOR AND/OR BUILDER TO COORDINATE ALL CONSTRUCTION&DESIGN DOCUMENTS SUPPLIED BY DESIGNER OF RECORD. ANY 6 DETAIL/DRAWING NUMBER _ CONSTRUCTION WORK PERTAINING TO,BUT NOT LIMITED TO HVAC,ELECTRICAL,PLUMBING,LOW VOLTAGE SYSTEMS AND/OR OTHER SPECIAL FOOTING TAG XX L ( e WALLL REQUIREMENTS SHALL BE HANDLED BY OTHER SUB-CONTRACTORS CHOSEN BY THE GENERAL CONTRACTOR BUILDER OR HOMEOWNER. �+ SHEET NUMBER SEcnON SHEET NUMBER 5.EACH CONTRACTOR/SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP&REMOVAL OF DEBRIS AS RELATED TO HIS/HER TRADE. DETAIL BUBBLE SPACE SHALL BE LEFT CLEAN&READY FOR NEXT TRADE.AT FINAL PHASE,CONTRACTOR SHALL LEAVE AREA CLEAN FOR HOMEOWNER MOVE-IN. 6.WALL CONSTRUCTION DIMENSIONS ARE FROM FRAMING FACE TO FRAMING FACE,U.N.O. CONTRACTOR SHALL COMPENSATE FOR SUCH WHEN LAYING OUT OR MEASURING FOR CHALK UNES. 7.UNLESS OTHERWISE PROVIDED IN CONTRACT DOCUMENTS,GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS TO PROVIDE&PAY FOR ABBREVIATIONS ALL PERMITS,LABOR CONSTRUCTION EQUIPMENT&MACHINERY,TOOLS,TRANSPORTATION&OTHER FACILITIES&SERVICES NECESSARY FOR DESIGN CRITERIA PROPER EXECUTION&COMPLETION OF WORK. GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR TO PAY ALL SALES,CONSUMER,USE& 1.WIND-120 MPH,EXPOSURE"B" OTHER SIMILAR TAXES FOR WORK OR PORTIONS THEREOF PROVIDED BY GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR WHICH AREAB ANCHOR BOLT P.C. PULL CORD LEGAL ENACTED AT TIME OF CONSTRUCTION. 2.SEISMIC-ZONE DO 0.50g<S.</0.67g AC/NC AIR CONDITIONING PIT. PLATELu 3.DEAD LOADS-ACTUAL STRUCTURAL WEIGHT AF.F./AFF ABOVE FINISHED FLOOR PLYWD. PLYWOOD(any) m 8.GENERAL CONTRACTOR AND/OR BUILDER SHALL SUPERVISE&DIRECT THE WORK USING THE GENERAL CONTRACTORS AND/OR BUILDERS BEST 4.UVE LOADS-ROOF=25 PSF;SNOW=10 PSF AL ALUMINUM PR PAIR R SKILL&ATTENTION,GENERAL CONTRACTOR AND/OR BUILDER TO BE SOLELY RESPONSIBLE FOR ALL FOR ALL CONSTRUCTION MEANS,METHODS, 5.ASSUMED SOIL BEARING CAPACITY-1,500 PSF APA AMERICAN PLYWOOD ASSOC. PRESS PRESSURE I-Z F TECHNIQUES,SEQUENCES& THE PROCEDURES&SHALL COORDINATE ALL PORTIONS OF T WORK 6.DESIGN LOADS: AS. ASPHALT PROJ. PROJECTION O a a.ROOF 25psf(LL) BATT BATTEN P.TJPT PRESSURE TREAT(ED) 9.GENERAL CONTRACTOR AND/OR BUILDER SHALL BE RESPONSIBLE TO HOMEOWNER FOR THE ACTS&OMISSIONS OF THE EMPLOYEES, SUB- b.CEILING w/INSULATION 10psf(LL) BD. BOARD PWDR POWDER N 8 CONTRACTORS&THEIR AGENTS&EMPLOYEES, &OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH GENERAL c.CEILING w/o INSULATION 20psf(LL) BKSP BACKSPLASH QT QUARY TILE W CONTRACTOR APO/ORBUILDER d.FLOOR 40psf BLDG. BUILDING RAFT. RAFTER e.STAIRS 40psf BLKG. BLOCKING REF. REFRIGERATOR 10.GENERAL CONTRACTOR AND/OR BUILDER WARRANTS TO THE HOMEOWNER THAT ALL EQUIPMENT&MATERIAL FURNISHED UNDER THIS CONTRACT f.GARAGE FLOOR 50psf BM BEAM REQ. REQUIRED ro WILL BE NEW,UNLESS OTHERWISE SPECIFIED&ALL WORK WILL BE OF GOOD QUALITY,FREE FROM FAULTS&DEFECTS AND IN CONFORMANCE WITH g•DECKS 40psf B.O./BO BOTTOM OF RLNG. RAILING p CONTRACT DOCUMENTS. ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED& h.BALCONIES 40psf BRDG. BRIDGE/BRIDGING RM ROOM W AUTHORIZED, MAY BE CONSIDERED DEFECTIVE&WILL BE REMOVED &REPLACED AT THE GENERAL CONTRACTOR, BUILDER AND/OR SUB- BRG. BEARING RTA RETURN AIR CONTRACTORS EXPENSE IF THE LOCAL JURISDICTION REQUIRES DIFFERENT LOAD BSMT. BASEMENT RB. REBAR VALUES,MAKE APPROPRIATE CHANGES TO THE STRUCTURAL CA CRAWL ACCESS R/O ROUGH OPENING CY 11.GENERAL CONTRACTOR,BUILDER AND/OR SUB-CONTRAC SUM WILL BE PRESUMED TO HAVE INSPECTED&TO HAVE READ&TO BE THOROUGHLY MEMBERS&OTHER STRUCTURAL NEEDS. CAB. CABINET R/S ROD/SHELF FAMILIAR WITH THE CONSTRUCTION DOCUMENTS. FAILURE AND/OR OMISSION OF ANY CONTRACTOR TO EXAMINE ANY FORM,INSTRUMENT OR CANT. CANTILEVER S/A SASH COREDOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATIO IN RESPECT TO HESHE R WORK FRAMING NOTES: CLG. CEILING SCHED. SCHEDULE Q 12.ALL FINISHES,SPECIFIED OR NOT,SHALL BE APPROVED BY HOMEOWNER FOR SUITABILITY PRIOR TO APPLICATION. 1.LUMBER SPECIES&GRADES SHALL BE AS FOLLOWS,U.N.O. I DRAWINGS: CIO. CLOSET SCRND. SCREENED O a JOISTS,BEAMS,STRINGERS&COLUMNS-KD DOUC I AS FIR-LARCH#2 OR HEM FIR COIL. CONCRETE SD SMOKE DETECTOR 13.ALL CONSTRUCTION TO BE PER APPLICABLE&GOVERNING CODES&AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR BUILDER b.BLOCKING FRAMING& -BRIDGING&DOUGLAS- FIR DOUGLAS OR FIR#2 OR HEM FIR CONT.T. CONTICASEMENTNUOUS SEC.. SECTIONAlB AND/OR SUB-CONTRACTORS SHALL NOTIFY DESIGNER OF RECORD OF ANY CONFLICT BETWEEN THE DRAWINGS&GOVERNING CODES PRIOR TO C.2x SILLS,S LEDGERS, -AEETC. FlR#2 OR HEM FIR. CSMT. ICTILE SF. SQUARE FOOT R BEGINNING CONSTRUCTION. d. PLATES,ETC.IN CONTRACT WITH CONCRETE TO BE PRESSURE TREATED CT CERAMIC SGL. SINGLE DOURI AS RR-LARCH#2 OR HEM RR D DRYER SHT. SHEET n e.PLYWOOD-API RATED STRUCTURE II,C-0 GRADE WITH EXTERIOR GLUE DBL. DOUBLE SHTG SHEATHING Z 14.ALL PLANS ARE DRAWN TO SCALE AS MUCH AS POSSIBLE,BUT ARE NOT INTENDED TO BE&SHOULD NOT BE SCALED. f.GLU-LAM BEAMS-DF GRADE 24F-V4,U.N.O.ON DRAWINGS. PLACE WITH BEST LAMS DOWN, OF_ DOUGLAS FIR SHMVR SHOWER U.N.O., EXTERIOR GRADE AND/OR TREATED REQUIRED FOR ALL MEMBERS PLACED IN A. DIAMETER SIM. SIMILAR TO 15.THE INTENT OF THESE DRAWINGS ARE TO SHOW ALL ITEMS NECESSARY TO COMPLETE THE STRUCTURE.FOR ITEMS,METHODS AND/OR MATERIALS DIM. DIMENSION SL SLOPE EXTERIOR APPLICATIONS. NOT SHOWN,THE MINIMUM REQUIREMENTS OF THE CURRENT STATE OF OREGON ADOPTED CODES,REGULATIONS AND/OR AUTHORITY HAVING DN DOWN SLOG. SLIDING DOOR JURISDICTION SHALL GOVERN. g. DE FIRE-BLOCKING WHERE REQUIRED BY STATE OF OREGON ADOPTED BUILDING DR. DOOR SNK. SINK CODES.2.CONNECTORS-ALL HANGERS,TIE-STRAPS,COLUMN BASES,FRAMING ANCHORS,ETC.SHALL BE D S. DOWNSPOUT SPEC. SPECIFICATION 16.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,GRADES,ETC,PRIOR TO SUBMISSION "SIMPSON"BRAND OR EQUIVALENT OR AS SHOWN IN SPECIFIC DETAILS,U,N.O. DT DRAIN TILE SPR SPRINKLER OF PROPOSALS&TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AS WELL AS NATURE&SCOPE OF WORK. NOTIFY DESIGNER OF 3.ALL FRAMING NAILING TO BE IN ACCORDANCE OF TABLE R602.3(1)FASTENING SCHEDIA E PER THE DW DISHWASHER SQ. SQUARED RECORD IN WRITING OF ANY VARIATIONS OR DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. STATE OF OREGON 2021 ORSC. DWVR DRAWER SS STAINLESS STEEL FA EACH SR. STEEL ...7..,17.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR TO VERIFY SIZE,LOCATION&CHARACTERISTICS OF ALL MECHANICAL&ELECTRICAL 4.PROVIDE DOUBLE JOISTS ENDER ALL WALL OR PARTITIONS PARALLEL TO SAID WALL OR EFF. EFFICIENT STOR STORAGE PARTITION. EQ. EQUIDISTANT STRUCT STRUCTURAL C� EQUIPMENT&PREPARE ALL SURFACES ACCORDINGLY. 5.PROVIDE SOLID BLOCKING OVERALL BEARING WALLS. EXP. EXPOSED T&G TONGUE&GROOVE C7 18.'ALIGN MEANS SIMILAR COMPONENTS OF CONSTRUCTION(E.G.WALLS,JAMBS,ETC.)SHALL ALIGN ACROSS VOIDS OR WITH EXISTING FOUNDATIONS, EXT. EXTERIOR T.OJTO TOP OFZ WALLS,FLOORS&ROOFS. F FAN TRUSS NOTES: EXTG ST1NG TTEJMP. TEMPERED ER 0 1.ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. FAF FORCED AIR FURNACE TRTD. TREATED U) 19.ANY ACCESS OR PENETRATION IN SOUND INSULATED PORTION OF WALLS BY PIPES,WIRES,DUCTS,&OTHER ELEMENTS IN THE PLENUM IS TO BE 2.ALL TRUSSES SHALL BE INSTALLED&BRACED PER MANUFACTURERS SPECIFICATIONS. FBGL FIBERGLASS TYP. TYPICAL Z SEALED OFF TO PREVENT SOUND TRANSMISSION. 3.ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT MANUFACTURERS APPROVAL&ENGINEERING FD FLOOR DRAIN U.C. UNDER COUNTER LU DOCUMENTATION. F.F.E/FFE FINISH FLOOR ELEVATION U.M. UNDER MOUNT •20.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR IS TO PROVIDE ADDITIONAL ANCHORING AND/OR BLOCKING IN STUD PARTITIONS AS 4.ALL TRLLP.SFS SHALL HAVE DESIGN DETAILS&DRAWINGS ON-SITE FOR REFERENCE&INSPECTIONS. FIN. FINISHED U.N.OJUNO UNLESS NOTED OTHERWISE NECESSARY. GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR SHALL FLASH PATCH AREAS WHERE FLOOR IS ROUGH&CRACKED PRIOR 5.ALL CONNECTIONS OF RAFTERS,JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY FLR FLOOR UTIL. UTILITY TO INSTALLATION OF FLOORING&IS TO REMOVE ALL OBSTRUCTIONS&IS TO PROVIDE AN EVEN FLOOR IN TIME FOR SCHEDULED FLOORING TRUSS MANUFACTURER FT FOOT VEST. VESTIBULE W INSTALLATION FIG. FOOTING V.I.FJVIF VERIFY IN FIELD CONCRETE NOTES: FXD FIXED VB. VAPOR BARRIER II: 21.CONCRETE SLABS ARE NOT TO EXCEED A 1/8"SLOPE FOR EVERY 1XT-0"UNDER ALL MILLWORK. GA GAUGE VISQ. VIE-QUEEN CO O 1.CONCRETE USED THROUGHOUT THE DRAWN PROJECT TO BE DESIGNED, AT MINIMUM, IN GALA. GALVANIZED V.T.O.NTO VENT TO OUTSIDE - 22.ALL WALL ANGLES ARE EITHER 90 DEGREES OR 45 DEGREES,U.N.O. ACCORDANCE TOME 2021 ORSC,R402.2&TART F R402.2. GFI/GFCI GROUND FAULT(CIRCUIT)INTERRUPTER W WASHER Z 2.FOOTINGS TO BE,AT MINIMUM, IN ACCORDANCE WITH 2021 ORSC,SEC. R403 THRU SEC.R408, Di_ GLASS W/D WASHER/DRYER I+ _ rn 23.ALL REQUIRED FIREPROOFING TO BE U.L APPROVED. WHERE APPLICABLE TO PROJECT. GLBMGBM GLU-LAM BEAM WD WOOD u9 C' GLZ GLAZED/GLAZING WDO WINDOW o C- 24.HOMEOWNER,WITHOUT INVALIDATING THE CONTRACT,MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING,ADDING,OR DEDUCTING FROM STRUCTURAL ENGINEERING NOTES: GYP. GYPSUM(aka DRYWALL) WH WATER HEATER g U)'� HOSE _ THE WORK THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY.ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT,EXCEPT THAT ANY CLAIM FOR TENSIONSOFTIMECAUSEDTHEREBYSHALLBEADJUSTEDATTHETIMEOFORDERINGSUCHCHANGE. 1.STRUCTURAL ENGINEERING DRAWINGS,DETAILS&NOTES TAKE PRECEDENCE OVER DRAWINGS, HD HANDIBICAPPED co WHERE SPECIFIED ON DRAWINGS&DETAILS HDR HEADER � 2.REFER TO STRUCTURAL SHEETS AS INDICATED IN THE DRAWNGS(EG.SX.XX)WHERE APPLICABLE HDWD HARDWOOD TFRMINOLOGY co 25.THIS THE GENERAL CONTRACTOR,BUILDER HOMEOWNERO SUB-CONTRACTORBITTEN CLAIMS THAT ANY REVISION TO THE DRAWINGSLETIMEINVOLVES EXTRACOST UNDER 3.REFER TO STRUCTURAL ENGINEERING DOCUMENTATION FOR ALL OTHER INFORMATION. HE HEM-RR CONTRACT, HE/SHE SHALL GIVE WRITTEN NOTICE THEREOF WITHIN A REASONABLE AFTER RECEIPT OF SUCHFPR HOUR (N) NEW qaIttli INSTRUCTIONS.IN ANY EVENT,BEFORE PROCEEDING TO EXECUTE THE WORK&PROCEDURES SHALL.THEN BE PROVIDED FOR IN THE CHANGE IN MISCELLANEOUS: FIT HEIGHT (E) EXISTING o i F THE WORK,NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED,NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FI INCH FINAL SETTLEMENT 1.RESIDENTIAL ENERGY REQUIREMENTS&CHECKLIST PER TABLES-N1101.1(1),N1101.1(2),N1101.3 INSUL. INSULATION(any) (P) PROPOSED DATE: 26.HOMEOWNER GENERAL CONTRACTOR, BUILDER DESIGNER OF RECORD & SUB-CONTRACTORS WILL CONDUCT A JOB PUNCH LIST WHEN RESPECTIVELY DRAWING OR SCOPE OFWORK IN THE DRAWINGS.FORTO NDJS JOIST CONSTRUCTION IS SUBSTANTIALLY COMPLETE. CONSTRUCTION IS CONSIDERED TO BE SUBSTANTIALLY COMPLETE WHEN ALL ITEMS SPECIFIED, 2.JURISDICTION. . THSHOWNSHOWN IS THE CODE ASA MINIMUM SUN BE CL N EBYHOMEOWNER AUTHORITY R LA KILN DRIED 6/1/2023 DRAWN OR DETAILED IN THE CONSTRUCTION DOCUMENTS HAVE BEEN COMPLETED. GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS IN COORDINATION ONE LAYOUT IS MEANTOA GUIDER AND CAN RE CHANGED BY LAN. LAVATORY IN COORDINATION WITH GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR UNLESS MAX MAXIMUM SHALL COMPLETE ALL PUNCH LIST ITEMS WITHIN A REASONABLE TIME OF RECEIPT OF PUNCH LIST. OTHERWISE NOTED. MC MEDICINE CABINET SCAT E: 3.SMOKE DETECTORS TO CONNECT TO HOUSE POWER&INTERCONNECT PER ORSC. MECH. MECHANICAL 27.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR FILING ALL PHASES OF THE WORK AS REQUIRED BY 4.ATTIC ACCESS TO BE MINIMUM OF 27'x 30"w/30"HEADROOM ABOVE&READILY ACCESSIBLE PER MED. MEDIUM AS-NOTED FEDERAL,STATE,COUNTY,MUNICIPAL AND/CR AUTHORITY HAVING JURISDICTION ORDINANCES,CODES AND/OR LAWS. ORSC MFGD. MANUFACTURED 5.ALL WINDOWS WITHIN 18"OF THE FINISHED FLOOR OR WITHIN 12"OFA DOOR OPENING ARE TO BE MIN. MINIMUM 28.GENERAL CONTRACTOR,BUILDER AND/OR SUB-CONTRACTOR SHALL NOTIFY HOMEOWNER AND/OR DESIGNER OF RECORD IMMEDIATELY IF HE/SHE TEMPERED PER ORSC. MIL METAL(any) CANNOT COMPLY OATH ALL NOTES CALLED FOR ON ALL DOCUMENTS AND/OR DRAWINGS PRIOR TO CONSTRUCTION. 6.ALL BEDROOMS TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SF.WITH A MINIMUM NET CLEAR MW MICROWAVE SHEET: WIDTH OF 20"&NET CLEAR HEIGHT OF 24"&MINIMUM SILL HEIGHT OF 44"OFF. GRADE OR BELOW N.T.SJNTS NOT TO SCALE 29.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTORS SHALL FURNISH&INSTALL ANY&ALL ITEMS REQUIRED TO MEET SAFETY CODES AS GRADE OPENINGS SHALL HAVE A NET CLEAR OPEING OF 5 SF. O.C./OC ON CENTER REQUIRED BY AU_APPLICABLE FEDERAL,STATE,COUNTY,MUNICIPAL AND/OR AUTHORITY HAVING JURISDICTION ORDINANCES,CODES AND/OR LAWS 7.ALL SHOWER&TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING PER ORSC. O.C.EW. ON CENTER EACH WAY FOR THE GENERAL WELFARE&SAFETY OF WORKERS,AGENTS AND/OR PERSONS COMING&GOING FROM THE JOB SITE. 8.PROVIDE MINIMUM OF 1/2"MOISTURE PROOF GYPSUM BOARD OR BETTER EQUIV.AROUND ALL TUB OH OVERHEAD OPE &SHOWER ENCLOSURES OR SPACES WITH A HARD MOISTURE RESISTANT SURFACE UP TO F-0". OPN'' w ' 30.GENERAL CONTRACTOR BUILDER AND/OR SUB-CONTRACTOR SHALL FURNISH&INSTALL ANY&ALL ITEMS REQUIRED TO MEET ACCESSIBILITY 9.PROVIDE COMBUSTION AIR VENTS TO ALL FIREPLACES,WOOD STOVES&ANY HEATING APPLIANCES °RSA OREC�RESIDENTIAL SPECIALTY CODE STANDARDS AS REQUIRED BY ALL APPLICABLE FEDERAL,STATE,COUNTY, MUNICIPAL AND/OR AUTHORITY HAVING JURISDICTION ORDINANCES, USING OPEN FLAME. OVHG. OVERHANG CODES AND/OR LAWS. .. Mo DESIGN studio 728W HMG Si MSLALUG2 E7038 P.NUN.391I D sopslessnaINNEENraLcom PROJECT NOTES; 11'-2 7/16" 5'-6 1/2" 3'-5 1/2" Q ALL DIMENSIONS FROM FACE OF FRAMING @+/-1/2" 0 EXr'G.DOOR TO BE REMOVED.FRAME-FILL&PATCH&MATCH. © (N)3068 DOOR&WALL FRAMING a 03 LINE OF EXISTING TRUSS ENDS. (E)TRUSSES @ 24"O.C. c N REFER TO DETAIL ON SHEET A2.0 FOR MORE INFORMATION. ® EXTG.DOUBLE 2x6 w/3/4"PLYWD.LAMINATION,TO REMAIN. o DJ c� '( (N)1 3/4"x 91/4"2.0E MICROLLAM LVL co PROVIDE FULL -' BEARING @ (N)BEAM END. (E)2868 WALL SCHEDULE; o I A cc w 1 CV j z i ( EXTG.INTERIOR-4 z alk — 1 _ , N O A2.0 I EXTG.INTERIOR-6 O I ail 0 F (N)2x4 FRAMED STUD WALL @ 16"O.C.w/ w 1 1 2x FRAMING,PATCH&MATCH. U_ ®1 © C�1 I V O w 3068 PROVIDE FULL 2 BEARING @ (N)BEAM END. 8 w m, • 0z o co fl , 0 P DATE: (N)FLOOR PLAN 6/1/2023 1 EE = EE SCALE. SCALE: 1/4 1E-0 AS-NOTED SFfEET: A1.0 Frid DESIGN studio 725NA HENf1Z ST. Nfy N OR 91038 P WERE.3E11 (E)2x4 STUD WALL (N)SIMP.LU26 FACE HANGER @ EA.END OF (N)2 x 6 REPLACED CLG.JOIST (N)REPLACED 2 x 6 CLG.JOIST @ 16"O.C. EXTG ROOF/CLG.TRUSSES @ 24"O.C. w (E)DBL.2x6 BEAM w/3/4"PLYWD.LAMINATION (E)PLANT LEDGE (N)SIMP.LU28 FACE HANGER @ EA.TRUSS @ 24"O.C. • (E)2x4 STUD WALL (N)1 3/4"x 91/4"2.0E MICROLLAM LVL W 3'-51/2" \ 1 / (E)2868 w 4 (E)2x4 STUD WALL 8w m a li c �qq (E)4 x 8 FLOOR BEAMS DATE: (E)2 x 6 T&G DECKING 6/1/2023 SCALE: AS-NOTED BEAM DETAIL SHEEP: SCALE: 1/2" = 1'-0" A2.0