2132 OAKES AVE 2023 Plans 2025-06-27

r RCEIV Q SYMBOL and LFGFNO WALL -PROPOSED WALL -CONCERETE SLAB SET 1 2 2023 \ M N -EXISTING® -CHIMNEY POST o Ea -BEAM u x CITY OF EERETT —�— _'DIST N + li ' c. ,JL o 6' 12' 6' Permit Services , 6' , 12' 6' 7 y� ��y'A a o� 20'-8" 20'-8"1 a 3' 10' 3' 1'-8" 3' I 6'-S" I 3' 3'-3"• , 6'-8" I 3' .1'-8", 3' 4'-8"xt'-4" a Proposed a-N /r Stringer Footing a-a f 1 a I i Detail 7 4"x4" Handrail I I-- Proposed Guardrail Post- / Detail t1 o \ fYf 4"x12" J 16"x16"x12"#4 rebar / W Proposed Typ J Proposed Footings Typ • • f I I I' I I' I'1 I I 't ( 4"X4" 1 I I I I I 1 I I I I _ II I I I II I I I I R t s- rr "1 Derail E Proposed Post Typ l r-r T- 1 —I—I I—r n 1 , 4 1 I 11 1 I l I I 1 I 1 1 1 I 11 I I l l if III I 1 4"z12" I ll 1 I I I I I IIIIIIIIIIII1 I 1.0 4 I I T 4"x4" I I i—Detail D ; 1 ---�- � `O Proposed Stringer Typ. I i 1 i ] I l i i i i L -!A(/ 4Liiii , 11 III11IIlIII Proposed Knee Typ 1 I etail C • f Up 2"x6"1 Rtse 7='/i" - Proposed Joists Typ---y, - ' '-T 4"x6" w 1NDC1 +� JNOG%.1- LNOCL n > Treads=l2" I I 6 - Proposed Post Typ Z „ 1Itt1 u I ,.,1 w - o • 3 1 �4..x6" w vT I j 2 ,•'7;f Proposed Beam Typ. (.---' �...-.-. ��------DO w Q etad K N Z et EXISTING GROUND FLOOR PLAN PROPOSED DECK FRAME PLAN a a SCALE, 1/4"=1' SCALE 1/4"=1' 'q�*e'' I f sro. FLOOR PLAN NOTES NOTES: FRAMING: 1.CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS&CONDITIONS GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL 1.ALL WOOD IN DIRECT CONTACT WITH CONCRETE MUST BE PRESSURE TREATED OR PRIOR TO CONSTRUCTION DIMENSIONS WITH ARCHITECTURAL,MECHANICAL AND ELECTRICAL PLANS IN THE FIELD AND FOUNDATION GRADE CEDAR.(R317) 2.ALL DIMENSIONS AREA TO FACE OF STUDS OR CONCRETE UNLESS ANY DISCREPANCY SHALL BE BROUGHT TO ATTENTION OF THE DESIGNER PRIOR TO 2.ALL NAILING MUST BE PER ENGINEER'S NOTES OR PER IBC 2015 TABLE R602.3(1). OTHERWISE NOTED. COMMENCING WORK. 3 ALL EXTERIOR WALLS SHALL HAVE EXTERIOR SIDE WITH PLYWOOD OR OSB STRUCTURAL • 3.SEE STRUCTURAL DRAWINGS FOR ALL POSTS,BEAMS AND HEADERS. BEFORE ANY CONSTRUCTION ACTIVITY A PRECONSTRUCTION MEETING MUCT BE HELD PANEL IDENTIFIED AS"EXPOSURE P OR"EXTERIOR"WITH MIN 1/2"THICKNESS.STRUCTURAL 4.PROVIDE SOLID BLOCKING OVER SUPPORTS, BETWEEN THE BUILDING DEPARTMENT OF THE CITY,THE APPLICANT AND CONSTRUCTION PANELS SHALL BE BUTTED TIGHTLY AND COVERED WITH#15 BLDG PAPER WITH 5 PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS REPRESENTATIVE,APPROPRIATE BUILDING PERMIT MUST BE ISSUED AND VALID. OVERLAPPING, \ 6.WINDOWS&DOORS ARE SHOWN&NOTED AS NOMINAL SIZES. GRADING ACTIVITIES ARE LIMITED TO HOURS 7AM TO 7PM M-S AND 10AM-5PM S UNLESS 4. ALL INTERIOR WALLBOARD(G.W B.)SHALL BE 1/2" 7.SEE SHEETS Al,A2&All FOR WINDOW&DOOR HEADER HEIGHTS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 5 FIRE STOPPING,DRAFT STOPPING AND FIRE BLOCKING PER IRC R602.8. r ABOVE FINISHED FLOOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 6.ALL POINT LOADS CONTINUE TO THE FOUNDATION. 8.ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SAFETY DEVICES,PROTECTIVE EQUIPMENT AND OTHER NEEDED ACTIONS TO PROTECT LIFE, 7.WALL STUDS ARE SIZED PER PLAN&IRC R602.3.5. SPACES(ATTIC,CRAWL SPACES,ETC.)SHALL BE WEATHER STRIPPED HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN THE PERIOD OF 8.ALL WOOD MATERIALS GRADE#2 DOUGLAS FIR oe,7A ANO INSULATED PER R402.2. WORKS CONDUCTED BY THE CONTRACTOR. 9.BATHTUB ANO SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LINE LOCATIONS PRIOR TO ANY INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE SITE OR DEMO WORK,COORDINATE WITH UTILITY COMPANIES TO DISCONNECT OR RELOCATE PROPOSED ALTERATIONS, mrii FINISHED WITH A NONABSORBENT SURFACE,SUCH WALL SURFACES ANY UTILITY LINES AS PART OF THE WORK. EXTEND TO A HEIGHT OF OT LESS THAN 6'ABOVE FLOOR.R301.2 COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION -Repair Stairs 10.A MIN OF 75%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING IS IN PROGRESS.DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS,WRITTEN DIMENSIONS ESTIMATED PROJECT COST'7500$ \ FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS(WSEC R404.1). PREVAIL 11.AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR TEMPERATURE ALL NEW CONSTRUCTION MUST COMPLY WITH 2018 INTERNATIONAL RESIDENTIAL CODE(IRE), REGULATION IN THE EBUILDING TO BE PROVIDED PER R403.11. 2018 WASHINGTON STATE ENERGY CODE(WSEC),INTERNATIONAL MECHANICAL CODE(IMC), PLANS 12.CONTRACTOR SHALL VERIFY COMPLIANCE WITH REQUIRED INTERNATIONAL FIRE CODE(IFC),LOCAL CITY CODE. COMBUSTION AIR FOR ANY FUEL-FIRED APPLIANCE. AS CONSTRUCTION PROGRESSES,THE CITY BUILDING DEPARTMENT OFFICIAL SHALL MAKE 13.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. INSPECTIONS AND APPROVE CONSTRUCTION AS COMPLETED PER IRC 2018 R109,WSEC SEC. 14 EXTERIOR WALLS TO BE 2x6 STUDS @ 16"SISTERED WITH 2x4 R104. STUDS @16" Al / 4 J \