Francis Avenue 1941 REVISIONS 15Y PATE
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FEB 101993 1 FLOOfR FLAN 0 ,\ SCALE
Building and Zoning
1/4 P-0 J013 NO.
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REVISIONS BY / DATE
GENERAL NOTES & REQUIREMENTS
1. The construction work shall comply with all Federal, hate and Local
regulations as they apply to this project along with all the requirements of the Standard
Building Code, Southern Building Code Congress, latest edition.
2. Provide G.F.I. circuits at all outside and bathroom receptacles. ELE �7FIC74L
3. Do not scale the drawings, Dimensions shall govern in all instances. Report IIOV DUPLEX RECEPTACLE SINGLE POLE SWITCH � � ��C,4�.. �O� s -
any discrepancies to the Architect before proceeding with the work. ---
� IIOY DUPLEX I/1 SWITCHED 3 WAY SWITCH I. ALL WIRING AND EQUIPMENT SHALL CONFORM
3 TO N.E.G. , ALL LOCAL RULES AND
4. Plans assume all soil bearing capacity 2500PSF. If site conditions exist to the � � IIOV DUPLEX GROUND FAULT SWITCH WITH DIMMER ORDINANCES OF LOCAL GOVERNING BODIES
contrary, notify Architect in writing before proceeding with the work. IImV DUPLEX WATER PROOF n HAVING JURISDICTION .
EXHAUST FAN 2. ALL WIRING AND EQUIPMENT SHALL CONFORM
5. The entire area under and within 5'-U" outside of the building, drives and � 220V RECEPTACLE TO O.S.HA GUIDLINES WHERE APPLICABLE. - - - - --
G ® FAN / LIGHT COMBO 3. PROVIDE AND INSTALL SMOKE DETECTORS ,
walks shall be cleared of all topsoil trees, vegetation, roots and other organic matter prior COUNTER TOP DUPLEX HARD-WIRED W/ BATTERY BACKUP.
to starting construction. ��� RECEPTACLE MOUNTED �2" AFF. ❑i JUNCTION BOX +
�l. MINIMUM BRANCH CIRCUIT WIRE SIZE 14.
❑bD SMOKE DETECTOR 5, ALL FANS SHALL BE INSTALLED W/ RHEOSTATS.
6. Fill the site as required with good clean ranular sand in loose layers FLOOR MOUNT RECEPTACLE eo. THE CONTRACTOR SHALL VERIFY LOCATION
q g b Y ❑T CABLE TV OF ELECTRICAL SERVICE W/ LOCAL UTILITY.
between 12 and 24 inches and compact b vibrato rollers to 95% of maximum d DEDICATED CIRCUIT
p Y vibratory dry A PHONE 7. PROVIDE GF,I. OUTLETS AT EXTERIOR, AND IN
density as determined by a modified Proctor Compaction "fest (ASTM D-1557). Verify - CEILING MOUNT INCANDESCENT BATHS )GARAGE , AND KITCHEN AS REQUIRED BY
compaction results with tests by a Florida Registered Testing Laboratory. Proof roll the tP DISCONNECT N.E.G.
area under the building prior to filling. WALL MOUNT INCANDESCENTq a. CONDUCTORS AND CIRCUIT BREAKERS SHALL BE
(J METER VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU-
7. Treat the entire area under and within 5'-0" of the building for subterranean RECESSED INCANDESCENT %7 TNERt'105TAT S. NO ALUMINUM CONDUCTORS SHALL BE USED.
termites. Provide renewable bond against such damage for a period of one (1) year ""° WATER PROOF INCANDESCENT aB.
SPEAKER
following date of final completion.
-�}- EYEBALL ELECTRICAL PANEL
S. Provide (4) concrete cylinder tests for each 50 cubic yards or fraction thereof _
of concrete placed in foundations, columns, beams and supported slabs. (� EXTERIOR FLOOD LIGHTS CEILING FAN (PRE-WIRE)
9. All concrete shall achieve 2500 F.S.I. bearing capacity in 28 days. All FLUORESCENT TUBE
concrete shall be ready-mixed in accordance with A.S.T.M. specifications.
SURFACE OR PENDANT
10. All reinforcing steel shall be new billet, deformed steel A.S.T.M. A-615 MOUNT TRACK LIGHTS
Grade 60,
11. Slope: all sidewalks away from building at 1/4" per 1'-0". Light broom finish
Lill sidewalks, stairs, and ramps. Score concrete in pattern indicated. Bullnose all exposed
concrete edges. Sec: architectural flour plan for pattern.
12. All concrete: floors shall receive a smooth trowel finish except as noted.
13. Provide 1/2" asphalt impregnated expansion joint wherever concrete slabs butt
any vertical structure.
14. All lumber in contact with masonry or concrete shall be: pressure treated.
15. Subcontractors shall be responsible for protecting adjacent structures,
equipment, streets, sidewalks, landscaping and existing construction.
16. All shelving shall he ventilated vinyl coated steel rod supported at 36" O.C.
max. All closets to receive one. (1) shelf. All linen, broom and pantry closets to receive
four (4) shelves.
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17. All water piping within residence shall have vacuum breakers. - -- � GF, - >M
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18. All trusses shall be T-0" centers with temporary and final bracing in strict
accordance with the manufacturer's specifications. Roof trusses shall be designed and
certified by a Florida Registered Professional Engineer. Submit shop drawings for approval 0
prior to fabricating trusses. All bearing walls shall be 2x4 stud framing unless noted
otherwise. Corners and bearing points shall be filled solid with jacks and spiked. Top Q
bearing plate shall he continuous with lapped joints and corners. Provide outriggers on — -
all gable ends. Strap each truss to top hearing plate and 2'-0" down onto 2x4 stud C
4'-0" O.C. and at corners. See roof plan for general layout and pitch. Approved shop ,
drawings-shall supersede this framing an. -
19. Ceramic tile: interior, coefficient of friction minimum (min.) .6; exterior uses
and interior -- wet. coefficient of friction min. .8, unglazed.
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20. This is a "Builder's Set" of construction drawings. It is not the intent of
these drawings to show every detail of construction. The builder shall. be responsible for to db
supplying additional and/or supplemental information required for this project. It shall be
the builder's responsibility to check, verify and coordinate dimensions, bearing paints and
loads, construction details, notes and all phases of construction required to complete this 3
project. All finish and equipment selections shall be verified with the owner/builder. db
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