Site Plan of 612 St. Jamesf
GENERAL
NOTES
L ALL CONSTRUCTION TO COMPLY WITH APPLICABLE BUILDING CODES,
DEED RESTRICTIONS, ANO RELATED REGULATIONS.
2. BRING ALL ERRORS, OMISSIONS, ANO DISCREPANCIES TO THE
ATTENTION OF THE ARCHITECT,
3. NOTIFY THE ARCHITECT IN THE EVENT OF INCONSISTENCIES
BETWEEN ACTUAL FIELD CONDITIONS ANO THE CONSTRUCTION
DOCUMENTS.
4. STRUCTURAL, MECHAI~CAL, LIGHTING, LANDSCAPE, AND ANY OTHER
ADDITIONAL CONSULTANTS ARE TO BE CONTRACTED BY THE OWNER.
5, VERIFY LOCATION OF ALL UTILITIES SERVING THE SITE.
FOR DIMENSIONING PURPOSES:
a. DO NOT SCALE DRAWINGS.
b. ALL INTERIOR WALLS ARE 2X't STUDS OIMENSiONED TO ONE FACE
OF STUD AT 3 I/2' TYPICAL
c. STRUCTURAL WALLS WITH 2X4 STUDS AT 16' O.C. ARE EXCEPTABLE
OI~.Y TO A HEIGHT OF I0 FEET. 2X4 STUD WALLS EXCEDING !0
FEET IN HEIGHT WILL REQUIRE STRUCTURAL ANAL'f SIS TO
VERIFY STUD SPACING AND OR ADDITIONAL BRACING.
d. ALL iNTERIOR WALLS OTHER THAN 2X4 STUDS WILL BE DIMENSIONED
' OUT TO OUT ' OR FACE OF STUD TO OPPOSITE FACE OF STUD,ie;
2X6'S - 5 1/2'. 2X8'S - ? 1/~'. ETC.
e, EXTERIOR MASONRY WALLS ARE AS FOLLOWS;
2X~',~ 9' FACE OF MASONRY TO FACE OF STUO.
2X6'~ I1' FACE OF MASONRY TO FACE OF STUD,
?, PLATE ' WALL · HEIGHTS ARE REFERENCED ON THE FiOOF PLAN
AND THE ELEVATIONS. THEY ARE TO BE COORDINATED WITH THE
EAVE AND RAKE DETAILS.
& CONSTRUCTION ASSEMBLY SYSTEMS ARE SPECIFIED ON THE WALL
SECTIONS AND REFERENCED TO IN SUBSEQUENT DETAILS.
9. REFERENCE FLOOR PLANS FOR WINDOW SIZE AND HEAD HEIGHT
UI~.ESS A WINDOW SCHEDULE IS PROVIDED.
I0. UI~I. ESS SHOWN ON PLANS, HVAC, AND WATER HEA'~ER LOCATION
AND SERVICE REQUIREMENTS TO BE DETERMINED BY OTHERS.
IL LOCATION AND SIZE REQUIREMENTS FOR HVAC DUCT CHASES TO
BE VERIFIED BY HVAC SYSTEM DESIGNER. COORDINATE THE LOCATION
OF NEW OR LARGER CHASES WITH THE ARCHITECT.
12. LOCATE KITCHEN COOKTOP VENTHOOD EXHAUST [:AN MOTOR IN
THE ATTIC.
13. SLEAVE ALL COPPER PIPE PENATRATIONS THROUGH CONCRETE
SLABS OR WALLS,
14. LOCATE SHOWER HEADS AT ?'-0 A.F.F, UNLESS NOTED OTHERWISE
ON PLANS.
15. FOAM SEAL ALL INTERIOR AND EXTERIOR WALL CAVITY OPEI~INGS,
i,e. HOSE BIBS, ELECTRICAL BOXES, ETC.
18. SEAL ALL SILL PLATES.
IT. PROVIDE SOLID LUMBER BLOCKING IN WALL FOR MISCELLANEOUS
FIXTURES, AND HARDWARE, i.e. TOWEL BARS, CLOSET SHELVING,
CABINETS, CEILING FANS, ETC,, WHERE SUCH FIXTURES ARE INDICATED
ON THE PLANS.
18. GENERAL CONTRACTOR TO VERIFY THAT THE WINDOWS USED WHERE
EGRESS IS REQUIRED, MEET THE APPLICABLE CODE.
19. ALL PERIMETER DRAIN SYSTEMS ARE TO BE TIED TO A SUMP PUMP
UNLESS THE NATURAL GRADE PERMITS A SLOPED DRAIN TO DAYLIGHT.
20. VENT CLOTHES DRYER TO OUTSIDE IN OCCuRDAI~;E WITH
APPLICABLE CODES.
21. ADJUST THE HEIGHT OF FLOOR STRUCTURE TO ALIGN ALL FINISH
SURFACES Ut4..ESS SPECIFICALLY INDICATED OTHERWISE.
SQUARE FOOT A GE T AB.,
A.C. MISCEL.
LOCATION s u,.E
FOOTAGE FOOTAGE
PROPOSED FIRST FLOOR 613
PROPOSED SECOND FLOOR 467
TOTAL 1080
AIR CONDITIONED SPACE
COVERED PORCHES 4T
GARAGE 591
TOTAL 1718
UNDER ROOF
TERRACES -
COMBINED LOT SIZE 25998.18
TOTAL LOT COVERAGE 1251
LOT COVERAGE Y. 4.81~.
135.O1' ,5 OO"-OO'-OO'E
q,r-2 3/'¢
T
TERRACE
25' E~,J~LDDiG SETBACK
LOT SE; BLOCK B
~q~OSOE ESTATES N:)OIT1Ofl
PROPOSED
NOME EXTENSION
CONCRETE
MOTOR COURT
'AC Area=
- :,: .'-': .'-' - STO~ PILLARS
': .(;' L':"; AT 20'--O' O.C.
MTN A FOOT~ T~T
STONE TO ~" ~'C~I
A~O ~RO~GHT
iROn, FENCE /
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SITE PLAN
SCALE = Vii,' = r-o'
d
0
DRAWN BY
CZ
CHECKED BY
2.
3.
4.
5.
6.
T.
ISSUE DATE
~1-10-03
REVISIONS
SHEET NUMBER
Al,1
PROJECT NUMBER
03024