GENERAL NOTES:
THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS
BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO
THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES.
WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR
CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF
DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE
INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL
DIMENSIONS (INCLUDING ROUGH OPENINGS).
PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.
BUILDING PERFORMANCE:
HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND
LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE
ENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN LIVING AREA. ALL EXHAUST FANS TO BE
VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL
BE SEALED WITH CAULK OR FOAM.
STRUCTURAL ENGINEER: Engineer's Information Here
DESIGNER: -
,
BUILDER: Builder's Information Here
GENERAL NOTES AND SPECIFICATIONS
Living Area THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2006 IBC AND ALL ADDITIONAL
82.4 sq m STATE AND LOCAL CODE REQUIREMENTS.
2006 IEC AND 2006 IMC SHALL BE USED.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY
PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE
CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE
SERVICE AUTHORITIES.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED
DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL
DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST
NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF
PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY
THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF
PLUMBING, HVAC AND ELECTRICAL SYSTEMS.
THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS,
ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF
THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND
DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE
ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK.
REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE
BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR.
DESIGN CRITERIA: 2006 IRC AND IBC
ROOF: 50 PSF SNOW LOAD
*8 PSF TOP CHORD DL.
*7 PSF BOTTOM CHORD DL.
*5 PSF NET WIND UPLIFT.
FLOOR: 40 PSF LL.
*10 PSF TOP CHORD DL.
*5 PSF BOTTOM CHORD DL.
SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION
FROST DEPTH: *2'-0"
SEISMIC ZONE: C,
WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C.
THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF,
FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED.
INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES,
OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH
OPENING CAVITIES.
INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70"
ABOVE SHOWER DRAINS.
INSULATE WASTE LINES FOR SOUND CONTROL.
EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM
(MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR
SHOWER AND IN LAUNDRY ROOMS.
ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL.
PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND
OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT.
Living Area
22.6 sq m
Living Area
132.5 sq m
MATERIAL:
W AND WT SHAPES: ASTM A 992; FT = 50 KSI
M, MT, S, ST, HP, C, MC AND L SHAPES: ASTM A 36; FT = 36 KSI
STEEL PIPE: ASTM A 53, GRADE B; FT = 35 KSI
STEEL HSS SECTIONS (ROUND, SQUARE, RECTANGULAR):
COLD ROLLED: ASTM A 500, GRADE B; FT = 46 KSI
HOT ROLLED; ASTM A-501
STEEL PLATES: ASTM A 36; FT = 36 KSI
HEADED STUDS; ASTM A 108, GRADES 1010 THROUGH 1016 INCLUSIVE.
CONNECT ALL MEMBERS WITH HIGH-STRENGTH BOLTS.
BEARING TYPE CONNECTIONS, TYPE N:
PROVIDE ASTM A 325, TYPE N BOLTS AT ALL LOCATIONS NOT NOTED ON
DRAWINGS AS TYPE SC.
PROVIDE HARDENED WASHERS CONFORMING TO ASTM F 436 UNDER
ELEMENTS TO BE TIGHTENED. PROVIDE NUTS CONFORMING TO ASTM A 563.
TIGHTEN TYPE N BEARING BOLTS TO A SNUG TIGHT CONDITION.
INSTAL HIGH-STRENGTH BOLTS ACCORDING TO ASTM STANDARDS.
DO NOT WELD TO HIGH-STRENGTH BOLTS.
GALVANIZED BOLTS (WHERE SHOWN ON DRAWINGS): HOT-DIPPED
GALVANIZED ACCORDING TO ASTM A 153, CLASS C.
ANCHOR BOLTS:
ASTMA 307, GRADE A.
PROVIDE WITH STANDARD WASHERS AND NUTS.
GALVANIZE BOLTS (WHERE NOTED ON DRAWINGS) ACCORDING TO ASTM A
153, CLASS C. OVER-TAP NUTS TO CLASS 2A FIT BEFORE GALVANIZING,
ACCORDING TO ASTM A 563.
PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING
SURFACES.
WELDING:
CONFORM WITH AWS WABO SPECIFICATIONS.
WELDERS TO BE QUALIFIED UNDER AWS WABO SPECIFICATIONS.
WELDS MATERIAL: 70 KSI FILLER METAL, UNLESS NOTED OTHERWISE.
PROVIDE LOW-HYDROGEN FILLER METALS AT MOMENT FRAME WELDS.
WELDS TO METAL DECK, METAL STUDS OR OTHER COLD-FORMED METALS:
CONFORM TO AWS D1.3.
MATERIAL:
W AND WT SHAPES: ASTM A 992; FT = 50 KSI
M, MT, S, ST, HP, C, MC AND L SHAPES: ASTM A 36; FT = 36 KSI
9 00 x2 10 0 STEEL PIPE: ASTM A 53, GRADE B; FT = 35 KSI
STEEL HSS SECTIONS (ROUND, SQUARE, RECTANGULAR):
COLD ROLLED: ASTM A 500, GRADE B; FT = 46 KSI
HOT ROLLED; ASTM A-501
STEEL PLATES: ASTM A 36; FT = 36 KSI
HEADED STUDS; ASTM A 108, GRADES 1010 THROUGH 1016 INCLUSIVE.
CONNECT ALL MEMBERS WITH HIGH-STRENGTH BOLTS.
BEARING TYPE CONNECTIONS, TYPE N:
PROVIDE ASTM A 325, TYPE N BOLTS AT ALL LOCATIONS NOT NOTED ON
DRAWINGS AS TYPE SC.
PROVIDE HARDENED WASHERS CONFORMING TO ASTM F 436 UNDER
ELEMENTS TO BE TIGHTENED. PROVIDE NUTS CONFORMING TO ASTM A 563.
TIGHTEN TYPE N BEARING BOLTS TO A SNUG TIGHT CONDITION.
INSTAL HIGH-STRENGTH BOLTS ACCORDING TO ASTM STANDARDS.
DO NOT WELD TO HIGH-STRENGTH BOLTS.
GALVANIZED BOLTS (WHERE SHOWN ON DRAWINGS): HOT-DIPPED
GALVANIZED ACCORDING TO ASTM A 153, CLASS C.
ANCHOR BOLTS:
ASTMA 307, GRADE A.
PROVIDE WITH STANDARD WASHERS AND NUTS.
GALVANIZE BOLTS (WHERE NOTED ON DRAWINGS) ACCORDING TO ASTM A
153, CLASS C. OVER-TAP NUTS TO CLASS 2A FIT BEFORE GALVANIZING,
ACCORDING TO ASTM A 563.
PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING
SURFACES.
WELDING:
CONFORM WITH AWS WABO SPECIFICATIONS.
WELDERS TO BE QUALIFIED UNDER AWS WABO SPECIFICATIONS.
WELDS MATERIAL: 70 KSI FILLER METAL, UNLESS NOTED OTHERWISE.
PROVIDE LOW-HYDROGEN FILLER METALS AT MOMENT FRAME WELDS.
WELDS TO METAL DECK, METAL STUDS OR OTHER COLD-FORMED METALS:
CONFORM TO AWS D1.3.
HOME OWNER:
PROJECT
ADDRESS: ,
LEGAL ADDRESS: Legal Description Here
FIRE DISTRICT: Fire District Here
WATER DISTRICT: Water District Here
STORM WATER#: _________________
BLDG PERMIT#: _________________
BUILDING AREA: FLOOR 1: SQ. FT.
FLOOR 2: SQ. FT.
FOUNDATION: SQ. FT.
GARAGE: SQ. FT.
TOTAL: SQ. FT.
DECKS SQ. FT.
LIVABLE AREA:SQ. FT.
UP
9 00 x2 10 0
6 80 x1 20 0 DH
1 4 2 0x 1 2 20
UP
N
Living Area
45.3 sq m
