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GENERAL NOTES: CARPENTRY NOTES: PRESCRIPTIVE ENERGY COMPLIANCE: C--- I
<br /> I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWINGS. WSEG TABLE R402.1.1
<br /> MEASUREMENTS ON THESE PLANS MAY INCLUDE SHEATHING THICKNESS. SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST
<br /> 2. ALL CONSTRUCTION MUST COMPLY WITH CURRENT LOCAL BUILDING CODES: IRC 2018, EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION \\
<br /> WSEG ENERGY + VENT., PLUMBING UPC 2018, NATIONAL ELECTRIC CODE AND BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL GLAZING: BASEMENT WALLVISELOW GRADE)
<br /> MECH.2018C 2018 LUMBER NOT SPECIFICALLY NOTED TO SE D.F. #2 OR BETTER. ALL WOOD IN WINDOWS U.30 INSULATED ON THE INTER/OR:
<br /> 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED SKYLIGHTS U.50 R 15 CONTINUOUS
<br /> UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND -R-21 CAVITY
<br /> PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CEILING: -R-13 CAVITY WITH R-5 CONTINUOUS 0
<br /> STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE
<br /> CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE FLAT: R-49 INSTALLED ON THE INSIDE OR OUTSIDE OF m w
<br /> COMPANY (OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN > �n
<br /> SERVICE AUTHORITIES. ON THE DRAWINGS. HANGERS NOT SHOWN SHALL SE SIMPSON HU OF SIZE VAULTED: R 38 THE WALL m p m
<br /> 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF INSULATED ON THE EXTERIOR: z
<br /> RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH
<br /> PLUMBING, HVAG AND ELECTRICAL SYSTEMS. FLOOR: R-38 -R-I0 I m w m
<br /> PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS , m 0 Q
<br /> •
<br /> STEEL ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL SLAB ON GRADE R-I0 Li) 0 9
<br /> EROSION CONTROL + SOIL NOTES: FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX I— m fi
<br /> I INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION. NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE WALLS ABOVE GRADE R-21 n w
<br /> 2 MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS. R602.3(1). # v ui
<br /> >
<br /> 3 OL EROSION. NOLL EXPOSED L SHALL 5E SOLSHALL SE LEFTDIN WITH
<br /> AN EXPOSED CONDDITION.IPS TO MINIMIZE ABBREVIATIONS: x ,n
<br /> PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF ""U.S. PRODUCT m w
<br /> 4 ALL FOOTINGS SHALL SEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STANDARD PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA Q
<br /> STRUCTURAL FILL PRP-10S PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA ASV ABOVE
<br /> 5 THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SE SLOPED AWAY RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN AFF ABOVE FINISHED FLOOR MIN MINIMUM
<br /> FROM THE BUILDINGS 6" FOR THE FIRST 10' PER IRC R401.3. EXPANSIVE SOILS ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH SEDRM BEDROOM MSC MISCELLANEOUS
<br /> SHALL SE REMOVED. APA RECOMMENDATIONS. ALLOW I/8" SPACING AT PANELS ENDS AND EDGES, SLDG BUILDING MW MICROWAVE
<br /> 6 FREE DRAINING BACKFILL MATERIAL TO SE USED FOR RETAINING AND BASEMENT UNLESS OTHERWISE RECOMMENDED SY THE PANEL MANUFACTURER. CAS CASINET OC ON CENTER
<br /> WALLS. CLEAN, FREE DRAINING, WELL GRADED SAND OR GRAVEL MATERIAL WHOSE CH GEIUNG HEIGHT OH OVER HANG
<br /> CL CENTER LINE OSB ORIENTED STRAND BOARD W
<br /> MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" LUMBER SPECIES:
<br /> A. POSTS, SEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 CO CARBON MONOXIDE PLYWD PLYWOOD 0
<br /> CONIC CONCRETE P.T. PRESSURE TREATED
<br /> FOUNDATION NOTES: B. EXPOSED ARCH SEAMS TO SE DF-#I OR BETTER CONT CONTINUOUS PWDR POWDER ROOM Z
<br /> COL
<br /> COLUMN REF REFRIGERATOR
<br /> CONCRETE STRENGTH, C. SILLS, PLATES BLOCKING, AND SRIDGING TO BE DF-#2. C CMU
<br /> SD CUBIC FEET PER MINUTE ROOM 43
<br /> CONCRETE MASONRY UNIT SD SMOKE DETECTOR
<br /> 3,000 PSI AT 25 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). CSMT CASEMENT SF SQUARE FEET
<br /> 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. D. ALL STUDS TO BE DF#2 OR SETTER. D DRYER SH SINGLE HUNG WINDOW Kt
<br /> MAXIMUM SLUMP, 4"
<br /> DM DOUBLE SPEC'S SPECIFICATIONS
<br /> E. PLYWOOD SHEATHING SHALL SE AS FOLLOWS: DW DISHWASHER STRUCT STRUCTURAL 0
<br /> USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED ROOF SHEATHING SHALL SE 1/2" CDX INT-APA RATED 32/16. EA EACH SQ SQUARE (LI
<br /> OTHERWISE WALL SHEATHING SHALL BE 1/2" INT-APA RATED 32/16 OR 7/16" OSB. EC ENERGY CREDITS T+G TONGUE it GROOVE �1
<br /> FLOOR SHEATHING SHALL SE 3/4" T f G INT-APA RATED OSS. ELEV ELEVATION TSD TO BE DETERMINED 1L
<br /> CONCRETE EXPANSION ANCHORS SHALL SE 'SIMPSON WEDGE-ALL STUD ANCHORS' EQ EQUAL TEMP TEMPERED
<br /> OR ENGINEER APPROVED EQUAL EPDXY TO BE SIMPSON "SET" ADHESIVE OR F. " I " JOISTS SHALL BE MANUFACTURED BY TRUSS JOIST OR EX EXISTING TYP TYPICAL
<br /> APPROVED EQUAL ENGINEER APPROVED EQUAL EXT EXTERIOR U/C UNDER COUNTER
<br /> FURN FURNACE UNO UNLESS OTHERWISE NOTED
<br /> ' INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL SE SEALED G. ALL WOOD IN CONTACT WITH CONCRETE SHALL SE PRESSURE TREATED. FT FOOT v VOLTAGE
<br /> AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. GLS GLUE LAMB BEAM VIF VERIFY IN FIELD
<br /> GPM GALLONS PER MINUTE W WASHER o
<br /> •JOINTS AROUND WINDOW AND DOOR FRAMES NAILI'' ING NOTES: (PER GWB GYPSUM WALL BOARD W/ WITH u
<br /> •JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. HDR HEADER W/C WATER CLOSET Q
<br /> •JOINTS B RC!BETWEEN WALL AND FOUNDATION I TABLE R682.3(1)) HT HEIGHT WD WOOD O
<br /> •JOINTS BETWEEN WALL AND ROOF HVAC HEATING, VENTILATION+ WH WATER HEATER U o
<br /> •JOINTS BETWEEN WALL PANELS JOIST TO SILL OR GIRDER TOE NAIL(3)-SD AIR CONDITIONING w
<br /> •UTILITY PENETRATIONS THROUGH EXTERIOR WALLS B INSUL INSULATION m zRIDGING TO JOIST TOE NAIL EA. END C2}SD IN INCH s u •
<br /> SOLE PLATE TO JOIST OR SLK'G FACE NAIL I6D Cd 1640C Z a)0
<br /> STUD TO SOLE PLATE TOE NAIL (4)-8D, END NAIL(2)16D INT INTERIOR I .. m F
<br /> VENTILATION NOTES: TOP PLATE TO STUD END NAIL(2)-16D LF MAX LINEAR FEET
<br /> MAXIMUM a o
<br /> .
<br /> MFG MANUFACTURER U =
<br /> I. THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHALL SE SEALED, CAULKED, DOUBLE STUDS FACE NAIL 16D Ca 24" OC i w
<br /> GASKETED, OR WEATHER-STRIPPED TO MINIMIZE AIR LEAKAGE: DOUSLE TOP PLATES FACE NAIL 16D Ca 16" OC WALL
<br /> A. JOINTS AROUND FENESTRATION it DOOR FRAMES CONTINUOUS HEADER, TWO PIECES 16D @ 16" OG ALONG EA. EDGE WALL LEGEND:
<br /> S. JUNCTIONS BETWEEN WALLS 4 FOUNDATION, BETWEEN WALLS A SLOG SUILT-UP HEADER, TWO PIECES w
<br /> CORNERS, BETWEEN WALLS ' STRUCTURAL FLOORS OR ROOFS, W/ 1/2" SPACER 16D @ 16" OC ALONG EA. EDGE o m
<br /> BETWEEN WALLS $ROOF OR WALL PANELS. TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL(2)-I6D EXISTING FOUNDATION WALL+FOOTING
<br /> C. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH ROOFS,
<br /> WALLS FLOORS. CEILING JOISTS TO PLATE TOE NAIL(3)SD Smoke
<br /> D. SITE BUILT FENESTRATION AND DOORS CONTINUOUS HEADER TO STUD TOE NAIL C4�8D Detectors Re 6Q.)
<br /> E. BUILDING ASSEMBLES USED AS DUCTS Oh PLENUMS GEIUNG JOISTS, LAPS OVER PARTITIONS FACE NAIL (3)-10D e. , , quires: ;
<br /> F. JOISTS, SEAMS AND PENETRATIONS OF VAPOR RETARDERS , , NEW FOUNDATION WALL+FOOTING In each sleepingu N
<br /> CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL(3) 10D room o Y=
<br /> G. ALL OTHER OPENINGS IN THE BUILDING ENVELOPE H. • r
<br /> RAFTER TO PLATE TOE NAIL C2}I6D I— In each room 'W W 2. VENTILATION SHALL SE PROTECTED FROM SNOW AND RAIN AND SHALL SE 1"" BRACE TO EACH STUD AND PLATE FACE NAIL (2)-8D • S1ee in giving access to
<br /> COVERED WITH GALVANIZED WIRE SCREEN. OPENINGS SHALL BE LOCATED TO BUILT-UP CORNER STUDS 10D a 24" OC P g room
<br /> PROVIDE CROSS VENTILATION 2" PLANKS (2)-16D Cd EA.SRG. EXISTING EXTERIOR WALL ' o,,m
<br /> ATTIC VENTILATION CALCULATION(NEW ADDITION) • Interconnected, o
<br /> TOTAL ATTIC S.F. = 15 S.F. (THE REST VAULTED CEILINGS)/ 300 =.05(I)MIN. SQ. FT. REQ. 1/2" PLYWOOD ROOF AND WALL EDGES SD A 6" OC • Battery
<br /> AT BOTTOM OF EXISTING ROOF SOFFIT (SEE DETAIL 3 ON A-i). SHEATHING INTERMEDIATE SD @ 12" OC EXISTING EXTERIOR WALL W/BRIg HardK backup, DATE:
<br /> I wired.
<br /> 3/4" PLYWOOD SUBFLOOR EDGES SD a 6" OC 12/I4/2023
<br /> INTERMEDIATE SD ca 12" OC
<br /> r. NEW EXTERIOR 2X6 WALLS
<br /> 2X MULTIPLE JOISTS - STAGGER Co 15"" OG I SCALE:
<br /> W/(2)A EA. END OR SPLICE r
<br /> (3)OR FEWER 16D NAILS , C I . , c;:Y Ek T 0 N/A
<br /> EXISTING 2X6 WALLS j91
<br /> (4)OR MORE 1/2" DIA M.S. LW , 1/1FiNF ! Fr) PE M SHEET:
<br /> STANDARD NUT AND WASHERS T
<br /> I I EXISTING 2X4 WALLS I T 2
<br />
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