HomeMy WebLinkAboutSite Plan 2 NOTES-
1 CONTRACTOR TO REVIEW D-1465 PRIOR TO BIDDING AND CONSTRUCTION.ANY ERRORS AND OMISSIONS 1.ROOF SYSTEM TO BE PRE-ENGINEERED MANUFALTUREDWOODTRUSEES,ENGINEERING FROM THE TRU55 y
SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER/DESIGNER FOR CORRECTION, COMPANY IS REQUIRED,THI5 PLAN 15 MEANTTO BE USED ASA REFERENCE ONLY,AND IS NOT MEANTTO TO (�
21NTHE EVENT OF CONFLICT IN OR BETWEEN THE ARCHITECTURAL DRAWING,IRC,OR ANY ENGINEERING BE USED AS A SUBSTITUTE FOR THE TRU55 DESIGN AND LAYOUT.SEE TRUES,COMPANY LAYOUT FOR TRUES
REPORT,THE MORE STRINGENT REQUIREMENT SHALL GOVERN. DETAILS. /w
3 ALL MEASUREMENTS OF OR TO EXISTING CONSTRUCTION ARE ESTIMATES ONLY.ALL DIMENSIONS TO BE 2.ATTALHTOPPLATE OF ALL INTERIOR BEARING WALLS&ALL EXTERIOR INALL5 TO PERPENDICULAR ROOF vI Ey
CONFIRMED ON SITE. TR155 WITH(3)160 BOX NAIL5:(2)TOENAILS ON 151DE 8(1)TOENAIL ON OPPOSITE SIDE OROTHER �L.1
4ALLWORKTO COMPLY WITH THE 20101RC,APPLICABLE STATE LODE AND AMENDMENTS,AND COUNTY OR APPROVED METHOD PER TABLE R602.3(1)U.N.O.ATTACH TOP PLATE OF ALL INTERIOR BEARING WALL$&ALL
LOCAL LODES AND REGULATIONS. EXTERIOR WALL5 TO PARALLEL ROOF TRU55 WITH BD COMMON TOENAILS®6"O.L.OR OTHER APPROVED
5 SHE AR TO CONFORM TO THE 20161RC METHOD PER TABLE R6023(1)U.N O.
b ALL6LAZINGINDOORS,SLIDIN6PATIODOOR5,5TORMDOORS,SHOWERANDBATHENLLOSURE%-DOW5 3.ROOF TRUSSES SHALL BE SUPPORTED LATERALLY AT POINTS OF BEARING BY SOLID BLOCKING TO PREVENT 1--1
INHERE HEARE5T EXPOSED EDGE OF THE 6-0 IS WITHIN A24"ARCH OF EITHER VERTICAL EDGE OF THE ROTATION AND LATERAL DISPLACEMENT.
DOOR IN A CLOSED POSITION,AND FIXED PANEL GREATER THAN 9 SOUARE FEET WITH THE LOWEST EDGE 4.ALL NEW ROOF AND EAVES SHALL MATCH EXISTING HOUSE PITCH,EAE LENGTH,STYLE&TAIL CUT,AND
LE55 THAN 16-ABOVE THE FLOOR TO BE TEMPERED(SEE PLANS). GABLE END OVERHANGS,
T ALL ACCESSORIES(IE.GRAB BARS,TOWEL BARS,PAPER DISPENSERS AND SOAP DISHES)PROVIDED ON OR 5.SNOWLOADSLE55THANOREOUALTOT PSF:T11b"ROOFDECKING.SNOWLOADSGREATERTHANTOP5F:
WITHIN WALL5 5HPLL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MO15TURE, 5/6'ROOF DECKING.
B DOOR 6 WINOOW SCHEDULE,INCLUDING ROUGH OPENINGS,INDICATE 5TANDARDS ONLY.REFER TO 6.ROOF VENTS PER LODE I SO FT,OF VENTILATION PER 300 SO.FT.OF ATTIC SPACE PER IRC.ROOF �Q
MANUFACTURER RECOMMENDATION$FOR EXACT n0UIREMENT5 AND SPECIFICATIONS PRIOR TO VENTILATION ACHIEVED THROUGH CONTINUOUS SOFFIT VENT,
CONSTRUCTION,
F DOOR$BETWEEN 6ARAGE AND DWELLING ARE TO BE EITHER SELF CLOSING T16HT FITTING SOLID"DOD w
AND 13/5-THILKNE55,OR SELF CLOSING TIGHT FITTING WITH FIRE PROTECTION RATING OF NO LESS THAN MECHANICAL NOTES_
W MINUTES. 1.FURNACE DUCTS FROM GARAGE INTO THE DWELLING ARE TO BE A MINIMUM OF 26 GA.GALVANIZED SHEET
10 ALL5GALEINDILAT°R50NTHISD 1NGAREFOR ARCHD(24"X36"IPAPERIFPRINTEDONANYOTHER Mel WITH NO OPENINGS INTO GARAGE.FIRES STOP AND SEAL AROUND DUCT PENETRATION.
PAPER SIZE.SCALE INDICATORS WILL BE INCORRECT, 2.APPLIANCES GENERATING A SPARK,GLOW OR FLAME,INSTALLED IN GARAGES,MUST KEEP PILOTS, 0
BURNERS,HEATING ELEMENTS AND SWITCHES TO A MINIMUM OF 16-ABOVE THE FLOOR,
DESIGN CRITERIA 3.DRYER,KITCHEN FANS,BATH FANS,&GA5 FIRED WATER HEATERS ARE TO BE VENTED TO THE OUTSIDE AND _
ALL WORK TO COMPLY KITH 2O18 IRO&IECC DISCHARGE AT LEAST 3'AWAY FROM ANY OFENIN65 INTO THE BUILDING. z
4.ALL PLUMBING VENTS TO REAR OF RIDGE.GANG TOGETHER PLUMBING VENTS WHEREVER POSSIBLE TO
MINIMIZE ROOF PENETRATIONS,PLUMBING VENTS TO BLEND WITH COLOR OF ROOF.
5.ALL FUEL BURNING APPLIANCES MUST HAVE COMBUSTION AIR FROM OUTSIDE.
BE
6,MINIMUM OF ONE HOSE BIB TO BE ALIGNED WITH INTERIOR WALL AND SET A MINIMUM OF 2'0-ABOVE GRADE. • c
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_ vi• i i Hy.pryS
FLOOR R.3,MIN ELECTRICAL NOTES-
0 MIN
. f N89°49'35"E
1,ALL WORK TO BE COMPLETED BY AN IDAHO LILENLED ELECTRICAL JOURNEYMAN.FOUNDATION&FLOOR NOTES, N
2.OUTLETS AND 5MOKE DETECTORS ARE TO BE PEALED PER NEC. `2
3.ELECTRICAL AND SERVICE RECEPTACLES AND MECHANICAL REGISTERS SHOWN AT APPROXIMATE x
1.NEW SUBFLOOR HEIGHT TO MATCH EXISTING HOUSE. LOCATIONS,ALL LOCATIONS TO BE VERIFIED ON SITE. _ O ADDED FOOTPRINT
2.COORDINATE ANY NEWLY ESTABLISHED POINT LOADS(NOT DESIGNED FOR)AS CREATED FROM THE FLOOR 4.5ETELECTRI-SERACERECEPTACLESATWA.F.FTOCENTERORASNOTED
J015TORTRU55PROVIDER WITH THE DESIGNER PRIOR TO POURING FOUNDATION. S.SET ELELTRILAL85ERVILE RECEPTACLES AT KITCHEN 3'10"A.FFTO CENTER r••� �• »�•-•=�P-3.SLOFE AWAY FROM HOUSE MINIMUM 5%FOR 10'IN EACH DIRECTION AND 2%THEREAFTER. 6.S
LO ET GFCI ELECTRICAL&SERVICE RECEPTACLES AT GARAGE 3'10"A.F.F.TO CENTER
4.SLOPE CONCRETE MINIMUM 2%AWAY FROM HOUSE. T.SET GFCI ELECTRICAL RECEPTACLES AT BATH 3'b-APT,TO CENTER _
5.FOUNDATION DAMP PROOFING OR WATERPROOFING SHALL BE FROVIDED FROM THE TOP OF THE FOOTING
TOTHEFINISHED6RADE.AREASWITHHI6HWATERTABLEOROTHERKNOWNSEVERE501L-WATER (3UARE FOOT AGE TABL 5EE A-2 FOR CABINET,
CONDITIONS SHALL REQUIRE WATER PROOFING.DAMP FROOFIN6 ANDIOR WATERPROOFING SHALL COMPLY DOOR&WINDOW EXISTING
WITH IRE 2oia Raab. SCHEDULE INFORMATION
6.ALL CONCRETE SLABS(PORCHES,PATIOS AND WALKWAYS)TO CONSIST OF 4-CONCRETE ON COMPACTED INCLUDING HEADER COVERED PATIO
SAND/GRAVEL MIX(IM REBAR OR WIRE MESH RECOMMENDED) REQUIREMENTS. w
T.715-FLOOR DECKING UM O. g
8.R-30 GATT INSULATION BETWEEN FLOOR JOISTS U.NO. - `\
F.PROVIDE TJI BLOCKING BETWEEN JOISTS AT BEARING WALL LOG.SPAN PER MPR.RECOMMENDATION.
10 I FOUNDATION VENTS,VENTS,DONOT PLACE VENTS UNDER BERINGPOINTS.FOUNDATION VENTSB ROUGH
-H AT Loz
Lo O J
APPROXIMATE LOCATIONS.ALL FOUNDATION VENT LOCATIONS TO BE VERIFIED ON SITE, CQ Q J\'o40
V -o A' W
° �' ;Q1 I F
N
1.ALL EXTERIOR WALLS 116"SHEATHING U.N.O.
2.EXTERIOR FRAMIN6:2"X 6'AT lb-O.L.WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE U.N O.ANY
EXTERIOROR INTERIOR BEARING WALLOJER IO'HIGH TO BE7X6"AT 16"0.0.U.N.O..INTERIOR FRAMI-7. 51 F -�
X 4"FRAMING AT 16-O.G(TYPICAL). 5
3.ALL5TRUCTURAL LUMBER 5IZED FOR NO.2OR BETTER DOUGLA5 FIR/LARCH U.N.O. -- ---- I�
4.REQUIRED515-GYPSUM BOARD ON GARAGE SIDE AT ALL GARAGE/DWELLING WALLS,ALL CEILINGS,AND ON I' 'l
ALL WALLS,BEAMS,AND POSTS SUPPORTING FIRE PROTECTED HORIZONTAL STRUCTURAL MEMBERS.112' t L•.i.-�i•T�i•- •.i. .i:
GYPSUM BOARD ON ALL OTHER WALLS U N.O.
5.THE TOP OF ALL HANDGRIPS TO MAINTAIN A MINIMUM SPACE OF 1 112 BETWEEN THE WALL&THE HANDRAIL,
&S APP R0X. 1 0'
HALL NOT PROJECT MORE THAN ".W 4112HERE OPEN RAILINGS OCCUR,THERE SHALL BE LESS THAN A 4"
SPACE BETWEEN RAIL5 AND SHALL BE NO MORE THAN 4-ABOVE THE FLOOR SURFACE OR NOSING OF
TREADS.
Li•-.i•-.i.J�•i. 6�L- - - 1 DATE'
589°49'35"W
SCALE:111-1'
SITE PLAN uxo.
ARCH D
SCALE:1"=B' (24"X 36")
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