|
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. -`
<br />CRITERIA
<br />GENERAL RESIDENTIAL NOTES:
<br />DESIGN 1S IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY CITY OF EVERETT
<br />20.
<br />PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS
<br />1.
<br />UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED
<br />AND AT 10'-0" O.C. INTERVALS (HORIZONTAL AND
<br />MECHANICAL MEANS OR BY OPENINGS 1N EXTERIOR FOUNDATION MALLS.
<br />VERTICAL) IN ALL WALLS. FIRE STOP BETWEEN ALL
<br />SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SO. FT,
<br />INTERCONNECTIONS OF CONCEALED VERTICAL AND
<br />FOR EACH 150 SQ. FT. OF UNDER -FLOOR AREA. OPENINGS SHALL BE
<br />HORIZONTAL SPACES. FIRESTOP IN OPENINGS AROUND
<br />LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS
<br />VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND
<br />VENTILATION. THE REQUIRED AREA OF SUCH OPENINGS SHALE BE
<br />SIMILAR OPENINGS WHICH AFFORDS PASSAGE FOR FIRE AT
<br />APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO
<br />CEILING AND FLOOR LEVELS WITH NONCOMBUSTIBLE
<br />OPPOSITE SIDES. IRC R408.1
<br />MATERIALS. FIRE BLOCK CONCEALED SPACES BETWEEN
<br />2.
<br />CRAWL SPACE, UNOBSTRUCTED ACCESS, MINI. 18" X 24", IRC SEC. R408'Yz41
<br />STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN AND
<br />BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF
<br />THE STAIRS IF THE WALLS UNDER THE STAIRS ARE
<br />3.
<br />ATTIC VENTILATION: 1/150 OF ATTIC AREA OR 1/300 IF 1/2 IS IN SOFFIT
<br />UNFINISHED. IRC SEC. R602.8
<br />AND 1/2 IS 3' ABOVE PLATE LINE, OR 1/300 IF A VAPOR RETARDER OF 1
<br />21
<br />STAIRWAYS SHALL HAVE A V Qv1UM HEADROOM IN ALL PAR1-S OE THE
<br />PERM IS INSTALLED ON THE WARM SIDE OF THE INSULATION. IRC SEC. R806.2
<br />STAIM,IIAYSHALL NOT BE LESS THAN 6 F-ET 8 INCHES (2035 rnm) MEASURED
<br />VERTICALLY F ROM THE S!_OPED PLANE ADJOINING THE TREAD NOSING OR FROM
<br />4.
<br />IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SO, FT. OR
<br />THE FLOOR SURFACE OF THL LANDING OR PLATFORM.IRC SEC. R311.5.2 ALL
<br />GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR
<br />; IAND RAILS SHHALL RE INSTALLED AT 3A" H OivI TREAD NOSING AND EACH DND
<br />CHANGES PER HOUR, SHALL BE PROVIDED.
<br />OF RAIL SHALL TERMINATE INTO TALL.
<br />22.
<br />RISER HEIGHT SHALL HAVE A MAXIMUM RISER HEIGHT OF
<br />5.
<br />PROVIDE SOURCE SPECIFIC AND WHOLE HOUSE VENTILATION AS REQUIRED BY THE
<br />7 3/4 INCHES (196 mm). THE RISER SHALL BE MEASURED
<br />WASHINGTON STATE ENERGY CODE, 2015 EDITION.
<br />VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT
<br />6.
<br />VENT DRYER, EXHAUST FANS, AND COOKTOP/RANGE/HOODS TO
<br />TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
<br />THE OUTSIDE. INSULATE ALL METAL VENTING.
<br />OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE
<br />THAN 3/8 INCH (9.5 mm). IRC SEC. R311.5.3.1
<br />23.
<br />TREAD DEPTH SHALL BE 10 INCHES (254 mm). THE TREAD
<br />DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE
<br />THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
<br />ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S
<br />7.
<br />DRAFTSTOPS SHALL BE PROVIDED FOR USABLE SPACE
<br />LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY
<br />ABOVE AND BELOW A CONCEALED SPACE OF A FLOOR-
<br />FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY
<br />CEILING ASSEMBLY AND SHALL BE INSTALLED SO THAT
<br />MORE THAN 3/8 INCH (9.5 mm). IRC SEC, R311.5.3.2
<br />THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED
<br />24.
<br />SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING
<br />1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE
<br />LOCATIONS:
<br />CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
<br />1. IN EACH SLEEPING ROOM.
<br />IRC R502.12
<br />2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
<br />8.
<br />GARAGE OCCUPANCY SEPARATION MIN. 1 HR.
<br />IMMEDIATE VICINITY OF THE BEDROOMS.
<br />TAPED AND FINISHED, IRC R309.2-UON.
<br />3. ON EACH ADDITIONAL STORY OF THE DWELLING,
<br />INCLUDING BASEMENTS, BUT NOT INCLUDING THE CRAWL
<br />9.
<br />PROVIDE WATER RESISANT GWB ABOVE ALL PREMANFATURED TUB SHOWER AND
<br />SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
<br />SHOWER SURROUNDS. EXTEND A MIN 2` FROM EDGES AND BEHIND TOILET.
<br />DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
<br />INTERVENING DOOR BETWEEN THE ADJACENT UNITS.
<br />10.
<br />INSTALL ALL PREFABRICATED FIREPLACES, STOVES AND
<br />A SMOKE ALARM INSTALLED ON THE UPPER LEVEL
<br />RELATED ASSEMBLIES IN ACCORDANCE WITH U.L.
<br />S SUFFICE FOR THE ADJACENT LOWER LEVEL
<br />APPROVED MANUFACTURER'S SPECIFICATIONS.
<br />PROVIDED THAT THE LOUVER LEVEL IS LESS THAN ONE
<br />PROVIDED
<br />11.
<br />HEARTH EXTENSIONS: HEARTHS SHALL EXTEND AT LEAST
<br />FULL STORY BELOW THE UPPER LEVEL. IRC SEC. P=31=3a1
<br />16" FROM THE FRONT OF, AND AT LEAST 8" BEYOND EACH
<br />25.
<br />POWER SOURCE FOR SMOKE ALARMS: POWER SOURCE IN A
<br />SIDE OF THE FIREPLACE OPENING. WHERE THE
<br />NEW CONSTRUCTION SHALL RECEIVE THEIR PRIMARY POWER
<br />FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE
<br />FROM THE BLDG WIRING WHEN SUCH WIRING IS SERVED FROM
<br />HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN
<br />A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED,
<br />FRONT OF, AND AT LEAST 12" BEYOND, EACH SIDE OF
<br />SHALL RECEIVE POWER FROM A BATTERY. IRC SEC. IR&1.3-.2 I
<br />THE FIREPLACE OPENING.
<br />25.1
<br />r r ,o
<br />PROVIDE CO DETECTORS IN THc VICINITY OF HABITABLE SLEEPING AREAS, VERIFY
<br />12.
<br />HVAC UNITS: WHEN HVAC OR WATER HEATERS ARE
<br />W/ BUILDING OFFICAL AS TO EXACT LOCATIONS. ONLY REQUIRES WHERE FOR
<br />PLACED IN AN AREA SUSCEPTIBLE TO MOISTURE, ALL
<br />GAS APPLIANCES AND OR OR WOOD FUEL HEATING SOURCES.
<br />PILOT LIGHTS, BURNERS, SWITCHES OR HEATING
<br />ELEMENTS SHALL BE LOCATED 18" ABOVE THE FLOOR OR
<br />26.
<br />CEILING HEIGHT: HABITABLE ROOMS, HALLWAYS, CORRIDORS
<br />SLAB. PROVIDE SEISMIC ANCHOR STRAPS FOR ALL WATER
<br />BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS AND
<br />HEATERS.
<br />BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN
<br />13.
<br />APPLICATION AND INSTALLATION OF INSULATION AND
<br />S86•R•CE AN•D-WHI,EN--FRrm-CRY-p,cC WER: 1•S--I°NITERRIJ-P-TIED,
<br />VAPOR BARRIERS SHALL COMPLY WITH STATE OF
<br />7 FEET (2134 mm). THE REQUIRED HEIGHT SHALL BE MEASURED
<br />WASHINGTON THERMAL IINSULATION STANDARDS
<br />FROM THE FINISI-I FLOOR TO THE LOWEST PROJECTION FROM
<br />THE CEILING. IRC SEC. 305.1
<br />14.
<br />GLAZING SHALL BE IN COMPLIANCE WITH IRC SECT. R308
<br />EXCEPTIONS: NOT MORE THAN 50 PERCENT OF THE REQUIRED
<br />AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS
<br />FLOOR AREA OF A ROOM OR SPACE IS PERMITTED TO HAVE
<br />AS OUTLINED IN IRC SECT. R 308
<br />A SLOPED CEILING LESS THAN 7 FEET (2134 mm) IN HEIGHT
<br />WITH NO PORTION OF THE REQUIRED FLOOR AREA LESS
<br />15.
<br />SAFETY GLAZING SHALL BE INSTALLED IN AREAS SUBJECT
<br />THAN 5 FEET (1524 mm) IN HEIGHT.
<br />TO HUMAN IMPACT ACCORDING TO .IBC SECTION 2406.
<br />27.
<br />LIGHT, VENTILATION AND HEATING: ALL HABITABLE ROOMS
<br />SUCH HAZARDOUS LOCATIONS INCLUDE:
<br />SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT
<br />A.
<br />GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A
<br />LESS THAN 4 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.
<br />DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING
<br />SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED,
<br />IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF
<br />NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS,
<br />THE DOOR IN A CLOSED POSITION AND THE BOTTOM
<br />LOUVERS, OR OTHER APPROVED OPENINGS TO THE OUTDOOR
<br />EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES
<br />AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS
<br />ABOVE THE WALKING SURFACE EXCEPT WHEN THERE IS AN
<br />OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE
<br />INTERVENING WALL OR OTHER PERMANENT BARRIER
<br />BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE
<br />BETWEEN DOOR AND GLAZING.
<br />OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING
<br />B.
<br />GLAZING IN INGRESS OR EGRESS DOORS, EXCEPT
<br />VENTILATED. IRC SEC. 303.1 AND WSEC
<br />JALOUSIES.
<br />EXCEPTIONS:
<br />THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE
<br />C.
<br />GLAZING IN STORM DOORS.
<br />OPENING IS NOT REQUIRED BY SECTION R310.
<br />D.
<br />GLAZING IN UNFRAMED SWINGING DOORS.
<br />27.1
<br />PROVIDE A 120 CFM WHOLE OUSE FAN PER TABLE IRG4M+508,
<br />E.
<br />GLAZING IN DOORS AND WINDOWS FOR HOT TUBS,
<br />OR WA. ST. AMEMNDMENTC(�5:08:3-, WHOLE HOUSE FAN SHA(f' HAVE A 24HR
<br />WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS, AND
<br />CLOCK W/ PERMENANT FIXED LABELS SET PER THESE SECTIONS WITH A MAX.
<br />SHOWERS. GLAZING IN ANY PORTION OF A BUILDING
<br />SOME OF 1.0 Q .25 WATER GAUGE, PROVIDE A 4" SOLID METAL PIPE VENTED TO
<br />WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM
<br />THE EXTERIOR.
<br />EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES
<br />ABOVE A STANDING SURFACE AND DRAIN INLET.
<br />28.
<br />SECURITY FOR CRIMINAL ACTIVITY: BUILDING ENTRANCE
<br />F.
<br />GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL
<br />DOORS INCLUDING GARAGE DOORS SHALL BE CAPABLE OF
<br />LOCKING. THEY SHALL BE EQUIPPED WITH A DEAD -LOCKING
<br />THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />LATCH BOLT WITH AT LEAST A 1/2 INCH THROW WHICH PENETRATES
<br />THE STRIKER NOT LESS THAN 1 /4 INCH. BUILDING ENTRANCE
<br />- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER
<br />DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE ,-*----"
<br />THAN NINE SQUARE FEET
<br />OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IRC SEC. 3
<br />- EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE
<br />29.
<br />OBSERVATION PORTS: EVERY BUILDING ENTRANCE DOOR,
<br />THE FLOOR
<br />OTHER THAN GARAGE DOORS, SHALL HAVE A VISITOR OBSERVATION
<br />PORT OR GLASS SIDE LIGHT. OBSERVATION PORTS SHALL BE
<br />- EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE
<br />INSTALLED AT A HEIGHT OF NO LESS THAN 54 INCHES AND NO
<br />THE FLOOR
<br />MORE THAN66 INCHES FROM THE FLOOR. IRC SEC. 27>
<br />- ONE OR MORE WALKING SURFACES WITHIN 36"
<br />30.
<br />WINDOWS AND SLIDING DOORS: DEAD BOLTS OR OTHER APPROVED
<br />HORIZONTALLY OF THE PLANE OF THE GLAZING
<br />OTHER LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING
<br />G.
<br />GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE A
<br />DOORS AND OPENABLE WINDOWS. IRC SEC.
<br />WALKING SURFACE.
<br />31.
<br />GUARDRAILS SHALL BE PLACED AT ALL UNENCLOSED FLOOR
<br />AND ROOF OPENINGS, LANDINGS, RAMPS, BALCONIES,
<br />16.
<br />EGRESS WINDOWS IN EVERY SLEEPING ROOM SHALL HAVE A
<br />DECKS, OR PORCHES WHICH ARE MORE THAN 30 INCHES
<br />MIN, NET CLEAR OPENING OF 5.7 SO, FT. THE MIN.
<br />SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT.
<br />NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"
<br />GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR
<br />MIN. NET CLEAR OPENING WIDTH DIMENSION OF 20", AND
<br />ORNAMENTAL PATTERN WHICH WILL NOT ALLOW A 4"
<br />A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THE
<br />DIAMETER SPHERE TO PASS THROUGH. IRC SEC. R312
<br />FLOOR. SILL HT. LOWER THAN 24" REQUIRES FALL PROTECTION
<br />WHEN WINDOW IS ABOVE 72 FROM GRADE.
<br />32.
<br />ONE HANDRAIL SHALL BE PROVIDED AT EVERY STAIRWAYS HAVING FOUR OR
<br />MORE RISERS. PROVIDE 2 HANDRAILS WHERE INDICATED ON PLANS. THE TOP OF
<br />1T ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY
<br />HANDRAILS SHALL BE PLACED NOT LESS THAN 34" NOR MORE THAN 38" ABOVE
<br />WITH 2O15 WASHINGTON STATE ENERGY CODE.
<br />THE NOSING OF TREADS. HANDGRIP PORTION OF HANDRAILS SHALL BE NOT
<br />18.
<br />PROVIDE A MINIMUM OF 22 GAUGE GALVANIZED STEEL
<br />LESS THAN 1 1/2" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION AND
<br />FLASHING AT ALL ROOF/WALL INTERSECTIONS,
<br />SHALL TERMINATE INTO WALLS OR NEWEL POSTS. IRC SEC, -R3i1-5:6-° 13.7 25
<br />ROOF/CHIMNEY INTERSECTION AND ROOF/SKYLIGHT CURBS.
<br />33.
<br />EXTERIOR STUD WALLS TO BE 2X6 STUDS AT
<br />PROVIDE SAID FLASHING AT ALL HORIZONTAL
<br />16" O.C. UNLESS NOTED OTHERWISE ON PLANS WITH R-21
<br />INTERRUPTIONS OF SIDING FINISHES.
<br />DENSE CUT BATT INSULATION. INTERIOR STUD WALLS TO
<br />BE 2X4 STUDS AT 16" O.C. UNLESS
<br />19. EXTERIOR WOOD FRAMED DECKS AND OTHER WOOD FRAMED
<br />INDICATED OTHERWISE ON PLANS.
<br />STRUCTURES EXPOSED TO WEATHER: ALL WOOD SHALL BE
<br />PRESSURE TREATED TO CURRENT AMERICAN WOOD
<br />34
<br />ALL EXPOSED EXTERIOR 2X4 WALLS SHAL BE FILLED WITH R15 INSULATION ALL EXTERIOR
<br />PRESERVERS INSTITUTE STANDARDS. THIS INCLUDES ALL
<br />EXPOSED 2X6 WALL SHALL BE FILLED WITH R21 ALL "NEW" WINDOWS AND FENSTRATION
<br />PLYWOOD, TRUSSES, SAWN MEMBERS, GLUE -LAMINATED
<br />SHALL CONFORM TO THE INSULATION SCHEDULE
<br />MEMBERS, ETC., UNLESS NOTED OTHERWISE. ALL NAILS
<br />Mr) MKIM4 71'TOQQ QQAI I Or' FICA\/b (r)A,r r'As WAK117r'n
<br />35. LEFT BLANK
<br />36. SAFETY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
<br />REQUIRED SAFETY PRECAUTIONS AND THE
<br />METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED
<br />TO PERFORM THE WORK.
<br />37. CHANGES: CONTRACTOR INITIATED CHANGES SHALL BE
<br />SUBMITTED IN WRITING TO THE ARCHITECT AND
<br />STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
<br />FABRICATION OR CONSTRUCTION, CHANGES SHOWN ON
<br />SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
<br />REQUIREMENT.
<br />38. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
<br />CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF SIMILAR
<br />CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND
<br />APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER.
<br />39. ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH
<br />ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
<br />ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING
<br />MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND
<br />ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED
<br />BY THE SUPPLIER.
<br />40. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE
<br />PHYSICAL CHARACTERISTICS OF THE SOIL.
<br />41. SITE DRAINAGE TO CONFORM TO ALL LOCAL REGULATIONS
<br />AND ORDINANCES. TIGHT LINE ALL ROOF DRAINS TO THE
<br />STORM SEWER SYSTEM OR AN APPROVED DISCHARGE WHEN
<br />STORM SEWERS ARE NOT AVAILABLE, DO NOT CONNECT
<br />FOUNDATION AND RETAINING WALL PERIMETER AND
<br />FOOTING DRAIN TIGHT LINE TO ROOF DRAIN TIGHT LINES
<br />OR OTHER SITE DRAINAGE. FINISH GRADE AT THE
<br />BUILDING FACE TO HAVE A POSITIVE SLOPE AWAY FROM
<br />THE BUILDING. ALL SITE HARD SURFACES TO HAVE A
<br />MINIMUM SLOPE OF 1/4":12" UNLESS NOTED OTHERWISE.
<br />42. PROVIDE CONTINUOUS 4" ROUND PERFORATED PERIMETER
<br />DRAIN IN GRAVEL FILL WITH FILTER FABRIC WRAP AT
<br />ALL FOUNDATION WALLS. PROVIDE CLEAN OUTS SUCH
<br />THAT ALL PORTIONS OF DRAINAGE SYSTEM CAN BE
<br />ADEQUATELY CLEANED. LOCATE THE BOTTOM OF DRAIN
<br />PIPE AT THE LOWEST POINT OF WALL FOOTING. TIGHT
<br />LINE PERIMETER DRAIN TO STORM SEWER OR AN APPROVED
<br />DISCHARGE WHEN STORM SEWERS ARE NOT AVAILABLE. DO
<br />NOT CONNECT THE PERIMETER DRAIN TIGHT LINE TO ANY
<br />OTHER TIGHT LINES OR SITE DRAINAGE SYSTEMS.
<br />PROVIDE A MINIMUM OF 12" THICK CONTINUOUS LAYER OF
<br />GRAVEL FILL FROM BOTTOM OF FOOTING TO WITHIN 12"
<br />OF FINISH GRADE - TYPICAL AT ALL WALLS, APPROVED
<br />GRAVEL FILL CONSISTS OF WASHED, CLEAN, FREE DRAINAGE
<br />GRAVEL RANGING FROM 1 /4" TO 3/4" IN SIZE.
<br />43. LEFT BLANK
<br />44. PROVIDE WATER RESISTANT GWB GREEN BOARD OR
<br />APPROVED SUBSTRATE BEHIND WET SURFACES
<br />45. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL
<br />WORK AND MATERIALS IN ACCORDANCE WITH ALL
<br />APPLICABLE CODES AND ORDIANCES. GENERAL CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR
<br />46. COORDINATING ALL WORK INCLUDING ADDITIONAL PERMITS
<br />AND SUBCONTRACTOR WORK,
<br />CONTRACTORD t BLOCKING FOR ALL WA
<br />DISPENSERS,HUNG ITEMS (I.E. CABINETS, TOILET PAPER
<br />MEDICINE
<br />48. CONTRACTOR SHALL CLEAN ALL SURFACES PRIOR TO
<br />OCCUPANCY OF RESIDENCE.
<br />201 ��` HI GT N TAT' ENERGY CODE REQUIREMENTS
<br />R401.3 POST !ENERGY COMPLIANCE CERTIFICATE WITHIN 3 FT. OF ELECTRICAL
<br />PANEL AVAILABLE AT V1 .ENERGIY.VVSU.EDUYCODE
<br />R402.4.1 PROVI,DIE DOOR BLOWER TEST AFFIDAVIT BY FINAL BUILDING INSPECTIONS,
<br />R4i 03.1.11 PROVIDE ONE PROGRAMMABLE THERMOSTAT.
<br />R403.2.2 PROVIDEDUCT SEALING AFFIDAVIT BY FINAL INSPECTION.
<br />R404.1 A MIN. OF 75% OF ALL PERMANENTLY INSTALLED LIGHTING SHALL HAVE
<br />HIGH EFFICACY LAMPS.
<br />R402.`I.1 PROVIDE MIN. R-10 IRIGIID INSULATION AT HEADERS WHEN POSSIBLE
<br />THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.
<br />CRITERIA
<br />1. DESIGN IS 11\I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY CITY OF EVERETT
<br />2. LIVE LOADS:
<br />ROOF . . . . . . . . . . . . . . . . . . . . . . .25 PSF
<br />FLOOR . . . . . . . . . . . . . . . . . . . . . 40 PSF
<br />SNOW . . . . . . . . . . . . . . . . . . . . . . 25 PSF
<br />DECK . . . . . . . . . . . . . . . . . . . . . . . 60 PSF
<br />WIND . . . . . . . . . . . . . . . . . EXPOSURE "B" 110 MPH
<br />SEISMIC. . . . . . . . . . . . . . . . . . . . . . . . . SITE CLASS "D"
<br />3. FOUNDATIONS:
<br />EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL OR COMPACTED FILL.
<br />ALLOWABLE SOIL BEARING 2500 PSL
<br />EQUIVALENT FLUID PRESSURE = 40RF
<br />4® CAST -IN -PLACE CONCRETE: (SPECIAL INSPECTION NOT REQUIRED)
<br />F'C= 2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF
<br />6-3/4 GALLONS OF WATER PER 94,# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES.
<br />MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
<br />REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN
<br />POSITION PRIOR TO POURING CONCRETE, ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER
<br />WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS.
<br />MINIMUM 2 BOLTS PER SILL PLATE PIECE, ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE.
<br />5.
<br />01-Ty OF EVERETTPERMIT
<br />ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE `IE FOR
<br />MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO
<br />REINFORCING STEEL: 157PRE
<br />HIITEOT
<br />ASTM GRADE 40 FOR #5 AND SMALLER BARS ;AND GRADE 60 FOR 6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITI,,d-,�.,
<br />A MINIMUM RADIUS OF 6 BAR DIAMETERS (1 -o MINIMUM). CORNER BARS (2'-0 BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENIT �
<br />LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL
<br />HAVE THE FOLLOWING MINIMUM COVER:. t -aaE7
<br />CONCRETE CAST AGAINST EARTH 3 INCHES `^sws sTF`atj
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />6 THROUGH #18 BARS 2 INCHES
<br />11R
<br />#5 BAR AND SMALLER 1- 1/2 INCHES �ADI� �tG ' A,'\I;D DRAINAGE
<br />CONCRETE NOT EXPOSED TO EARTH OR WEATHER: ` Provssio''ns shah .be made for -the control and drainage o"i surface
<br />water aj-ounc] buildings g b, u��tters, drain lines, inlets Inc] catch
<br />AND 18 BARS 1-1/2 INCHESwater
<br />c atne:� nec4s,a,r•,�
<br />11 BAR AND SMALLER 3/4 INCHES cl,ainage str ict�,:res and snail be ins-tal,l!
<br />SLAB -ON -GRADE (FROM TOP SURFACE) 1-1/2 INCHES where storm water disPosal cannot be obtained without their use
<br />EXPANSION AND EPDXY GROUTED ANCHORS: °vvhere eresian cannot be prevel" ecd b,; finish graclinc, and ^Iantln,
<br />EXPANSION ANCHORS INTO CQNRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY INSTALLED IN
<br />ACCORDANCE WITH THEIR RECOMMENDATIONS. EPDXY GROUTED ANCHORS SHALL BE INSTALLED USING "SET" EPDXY AS MANUFACTURED BY THE SIMPSON
<br />STRONG TIE COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ALTERNATE TYPE EXPANSION .AND
<br />EPDXIED ANCHORS CAN BE SUBSTITUTED WITH APPROVAL OF OUR OFFICE.
<br />ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS
<br />BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN CONFORMANCE WITH I.R.C. SECTION R319.1. ALL
<br />STRUCTURAL LUMBER SHALL BE NOTED BELOW:
<br />S c 1nstallea in areas 4'�J�18rc^ sa19 �ls not �A'elrc
<br />draln.ed a.nci.,)or Porous.
<br />F G °dllg steal;E' provided d to lnsu"e'.
<br />(a) Diversion of water av��ay ,1ro,n bulldingss
<br />Ili) "`reventiO,9 of standing water and Sail sa-tUration dei,Ybment<-:,?
<br />to St Uc�tures and lot use,
<br />(oc) That natural drainage- olhanneas or basins are not lea r,'ad A.+r
<br />ailed,
<br />(d rov;s;ors for the calsposal of %,ate . f,", Iota
<br />2X FLOOR & ROOF JOIST HEM -FIR #2 ....... ....... ....................................... Fb= 850 PSI E Protection n of a t,,i l,ng property
<br />4X BEAMS DOUG-FIR/LARCH #2 .................. ................... Fb= 850 PSI
<br />6X BEAMS DOUG-FIR LARCH #2 Fb= 850 PSI
<br />COLUMNS DOUG-FIR/LARCH #2.....................................Fb= 850 PSI
<br />LUMBER NOT NOTED DOUG-FIR/LARCH #2 ........... ...........Fb= 850 PSI .............. .
<br />Root trusses to be des1qned
<br />and drawing prepared by
<br />MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL B St to licensed struct0r„
<br />NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE engineer.
<br />UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3c1) AN.D R802.1G"
<br />OR I.B.C. TABLE 2304.9.1 FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER I.R.C. SECTIO�N``Rarf94.
<br />,
<br />FLOOR SHEATHING:
<br />SHEATHING SHALL BE 3 4 INCH TONGUE & GROOVE A.P.A. RATED SHEATHING SPAN RATING 48 24 WITH LONG DIMENSION IF BUI."DING IS NOT POS1TtO:�t D ,kS
<br />PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED tI ?ICATED ON r"A-PPRO'4T:E.D SITE PLAN,
<br />PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND A 7NE r S :ate, PLAN SIETA L IS S DTI&-t-'
<br />THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. TED. NO Tc R'T.-!E-R ITIiSPEC TTONS WILL
<br />ROOF SHEATHING: WISED SITE PL ", HAS BEEIN PPROY-
<br />SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. :D TT&
<br />PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED
<br />PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER .AND 10 INCHES ON
<br />at IS oilers reso;a;f iz) c5�k!I�? 5
<br />CENTER AT INTERMEDIATE SUPPORTS.
<br />WALL SHEATHING: Additional Permits Are ReqUirSd
<br />SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. For Thf 1'0JIt To InCIud .
<br />NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED
<br />OTHERWISE ON THE DRAWINGS. USE GALV. PRODUCTS @ ALL PRESSURE TREATED CONNECTIONS El PlumbingII prinMer
<br />GLUE -LAMINATED TIMBER: Mechanical Fire Nam cl)
<br />LAMINATED TIMBER SHALL BE DOUGLAS-FIR/ LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 (Fb=2400 PSI, Fv=225 PSI) OS, EeQtrjcaj
<br />FORSIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED.
<br />GLU- LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEERCONCRETE-ENCASED ELECTRODE
<br />0
<br />AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION GROUND)JUFER REQUIRED
<br />PER NEC 250.30
<br />FLOOR FRAMING: (INSPEC70 A7 I TIII)
<br />PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS
<br />SHALL BE (2) 2X10. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON Bencbmark Is Required On Site
<br />CENTER. To VeTffy Approved Building HeIvIn!
<br />BEARING WALL FRAMING:
<br />c �sr
<br />0, ANE TANKS, HEAT PIMPS AND
<br />ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH 2 WITH ONE CRIPPLE OTI-I�� EQUIPMENT OR APPURTENANCES
<br />AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. Q,TH 9 OT S LOCATED IN THE TE AT
<br />ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AAY OT ELOC TE PROPANE TANKS
<br />AT `I2 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN MQ SIDI A DIB'ION,A, PERMITS IC ED
<br />WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM RETUI EVERETT MIRE DEPAP, NT
<br />PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE 9_-A1L19 TO INSTAL4A ION.
<br />PLATES WITH 2-16d MAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM
<br />PLATE TO WITH 2-16d NAILS.
<br />PRE -MANUFACTURED FLOOR JOIST:
<br />JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION
<br />N,I I
<br />OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE
<br />CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO r =1
<br />t i a� 91
<br />AND EVALUATION REPORT NUMBER. 0 ��1 � , �I
<br />PRE -MANUFACTURED ROOF TRUSSES:
<br />R ' '
<br />TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS--FIRAARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
<br />Permit#:
<br />C1804-005
<br />OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE
<br />Site Address:
<br />6223 KENWOOD DR
<br />AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER, ALL TRUSS PLATES
<br />Owner:
<br />@AZEOLLAANTHONY
<br />AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH
<br />Tenant:
<br />ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR
<br />App. Date:
<br />9/24/2
<br />9/24/20181�
<br />REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br />���� �
<br />�� a
<br />Proposed Use:
<br />SEF� DETACHED
<br />SPECIAL CONDITIONS:
<br />! ��?� �r�,�'aE�D
<br />FOR P `RPv ,7.,
<br />Ali �ul �I
<br />Description:
<br />�9E19i9SERDETA�HED
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE
<br />ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS
<br />,I
<br />Reviewed By:
<br />,9
<br />' f
<br />Dater 11::11 �
<br />AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR
<br />a9fOfficeSet
<br />TobSiteSet
<br />Fire/Planning Set
<br />ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT
<br />FOR ALL BLDG. DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL
<br />BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS.
<br />
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