06-1811-007. . -I
GENERAL NOTES
1. ALL NEW CONSTRUCTION AND/OR DEMOLITION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS TO INCLUDE ALL STATE LAWS. LOCAL ORDINANCES, UTILITY
COMPANY REGULATIONS, AND ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, FIRE
PROTECTION ASSOCIATION, ETC.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND APPROVALS REQUIRED BY THE GOVERNING BODIES HAVING JURISDICTION.
3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE REQUIRED TO FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL BE
RESPONSIBLE FOR THE COORDINATION OF SAME. IF, AT ANY TIME DURING CONSTRUCTION, DISCREPANCIES ARE FOUND, THE CONTRACTOR MUST NOTIFY THE ARCHITECT.
AFTER SIGNING OF THE CONTRACT, NO EXTRAS WILL BE ALLOWED FOR CONDITIONS THAT WERE NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER.
4. ANY CHANGES MADE BY THE GENERAL CONTRACTOR WHICH DEVIATE FROM THE CONSTRUCTION DOCUMENTS MUST BE REPORTED TO THE ARCHITECT.
5. THE ARCHITECT DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE
GENERAL CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
6. ALL DETAILS AND SECTIONS IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION
ELSEWHERE ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL OR NOTE IS INDICATED.
7. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS TO PRODUCE A COMPLITE AND FINISHED PROJECT. ANY ITEM REQUIRED TO COMPLETE THE PROJECT NOT
SPECIFICALLY INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE PROJECT, SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS.
B. DO NOT SCALE THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DRAWING DIMENSIONS. SHOULD THERE BE ANY INCONSISTENCIES NOTIFY THE ARCHITECT. CONTRACTOR
SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
9. FINISH MATERIALS, COLORS, PATTERNS AND TEXTURES SHALL BE COORDINATED WITH THE OWNER.
10. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BEFORE COMMENCING JOB. CONTRACTOR TO PROVIDE PROPER PRECAUTIONS TO PROTECT ALL UNDERGROUND UTILITY
LINES AND EXISTING LANDSCAPE. CONTRACTOR TO BE RESPONSIBLE FOR ALL DAMAGE DURING CONSTRUCTION TO VEGETATION, SITEWORK & UTILITY LINES.
11. EACH SUBCONTRACTOR SHALL CORDINTAE THEIR WORK WITH THE OTHERS TRADES ON THE JOB SITE AND SHALL CLEAN UP THE SITE ATH THE END OF EACH PHASE.
12. ALL WOOD THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL EXPOSED WOOD SHALL BE SQUARED EDGE SELECT.
13. NEW ROOF TRUSSES SHALL BE PRE-ENGINEERES AND PRE -MANUFACTURED BY A TRUSS COMPANY. THE CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO THE ARCHITECT
FOR HIS APPROVAL.
14. ALL METAL SHALL HAVE GALVANIZED FINISH.
15. ALL REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE OF 300 PSI.
16. CONTRACTOR TO VERIFY ROUGH MASONRY ROUGH MASONRY OPENINGS WITH WINDOW MANUFACTURE PRIOR TO FRAMING OUT WINDOW OPENINGS.
17. CORNER BEADS AND CASING BEADS SHALL BE APPLIED TO ALL CORNERS AND EDGES TO PRODUCE STRAIGHT, TRUE LINE CORNERS.
18. PROVIDE CONTINUOS BEAD OF SEALANT/CAULKING AROUND EXTERIOR/INTERIOR PERIMETERS OF ALL DOORS AND WINDOWS.
19. VERIFY FIELD EXISTING CONDITIONS.
20. ALL RAINWATER AND OTHER LIQUID WASTES SHALL BE DISPOSED UPON PREVIOUS GROUND WITHIN THE PROJECTS PROPERTY LIMITS, AND SHALL NOT FLOW OR CROSS
ANY ADJOINING PUBLIC PROPERTY.
21. ALL PLUMBING FIXTURES SHALL MEET THE REQUIRMENTS SET FORTH IN TABLE 46-R2 OF THE FLORIDA BUILDING CODE.
22. THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND ORDERLY MANNER BY REMOVING ALL DEBRIS, ETC. AT THE END OF THE PROJECT.
23. 1407.6(A.) SIGN REQUIRED: PROVIDE A PERMANENT SIGN IN A READILY VISIBLE LOCATION WITHIN THE GARAGE ON THE INSIDE FACE OF ANY ONE DOOR TO THE OUTSIDE
OF THE ENCLOSURE READING:
DANGER! DO NOT OPERATE ENGINES WITH THE DOOR CLOSED.
CARBON MONOXIDE EMISSION IS LETHAL.
24. 1506.1 VENTILATION: THE CLOSED GARAGE SHALL BE PROVIDED WITH SCREEN OPENINGS THROUGH EXTERIOR WALLS AT OR NEAR THE FLOOR LEVEL. CLEAR EFFECTIVE
AREA SHALL NO BE LESS THAN 60 SQUARE INCHES PER MOTOR VEHICLE. THE TOTAL REQUIRED EFFECTIVE AREA SHALL BE LOCATED WITHIN SEVEN INCHES OF THE
HIGHEST PART OF THE FLOOR.
25. CONTRACTOR SHALL COORDINATE A/C DUCTS ROUTES THROUGH SLABS & WALLS. PROVIDE ACCURATE OPENING FOR OUTSIDE DIMENSIONS OF ALL DUCT -WORK.
26. GENERAL CONTRACTOR SHALL COORDINATE ALL FILL MATERIAL, ALL EXISTING AND NEW GRADE ELEVATIONS AND ALL GRADE SLOPES.
27. ROOF SUBCONTRACTOR SHALL PROVIDE ALL FLASHINGS, COUNTERFLASHINGS, TRIM PIECES, ROOF VENT FLASHING AND ALL OTHER ACCESSORIES.
28. DOWNSPOUTS SHALL BE GALVANIZED METAL, 24GA., 3" DIA. PIPE.
29. CONTRACTOR TO PROVIDE ALL REQUIRED TESTS AND PRODUCT DOCUMENTATION FOR CERTIFICATE OF OCCUPANCY.
30. ALL MATERIALS TO BE DELIVERED TO THE SITE IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABEL.
31. CONTRACTOR SHALL BE RESPONSIBLE FOR NOT ENCROACHING EASEMENTS AND SETBACKS.
32. ALL CONTRACTORS' WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A
FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACEFREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM INSTALLATION TECHNIQUES OF THE TRADE.
ALL ADJACENT SURFACES SHALL BE PROTECTED OR TACHED AND REPAIRED IN THE CONDITION PRIOR TO THE COMMENCEMENT OF THE CONTRACTORS' WORK. ALL GLASS,
LIGHT FIXTURES, FINISH SURFACES AND HARDWARE SHALL BE THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER.
33. ALL DRYWALL TO BE 5/8" GYPSUM BOARD. ALL TILE TO BE INSTALLED ON "DUROROCK" TILE BACHER BOARD. ALL WET AREAS TO HAVE "GREENBOARD".
34. COMPLETE INTERIOR PAINTING INCLUDING STAINIG OR PAINTING OF ALL NEW DOORS AND FRAMES.
�=1P�=Ts, I('" 1�;;,= A IIs, 1 NInT=C, .
1. PLASTIC FILTER FABRIC, EACH SIDE, OVERLAPPED ON TOP, SHALL BE USED
IN SANDY AREAS AS NOTED ON PLANS AND/OR AS DIRECTED BY THE ENGINEER
2. THE CONTRACTOR HAS THE OPTION OF INSTALLING THE FOLLOWING PIPES TYPE:
A- CORRUGATED STEEL - BITUMINOUS COATED BOTH SIDES ( PERFORATED )
B. CORRUGATED ALUMINUM (PERFORATED )
3. PERFORATIONS : ACCORDING TO AASTHO SPECIFICATIONS M36-14 AND M196-14.
4. EXFILTRATION TRENCH BOTTOM ELEVATION SHALL BE 15'-0' BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
5. PIPES FROM 15" TO 24' 0 DIAMETER CAN BE USED,
6. THE INSIDE AND OUTSIDE OF ALL BRICK WALLS SHALL BE PLASTERED WITH
1:2 CEMENT MORTAR 1/2' THICK
1. INVERT ELEVATION TO BE AS SHOWN IN W.G. 22
( AVG. OCTOBER GROUND WATER LEVEL )
5. WHEN SLAB COVERED TRENCH IS ALLOWED THEN INVERT OF PIPE CAN BE
LOWER THAN OCTOBER LEVEL.
DRAIN CALCULATIONS:
SQUARE FT. IMPERVIOUS AREA = 4,164 SF
V1 = TTxD2= VOLUME OF PIPE
4
VI =3.1416 x1.5 =2Ill
4
V2 = VOLUME OF TRENCH
V2 = 1(3x5)- V1l x0.50
V2 = 1(3X5)-I.-l_11X0.50
V2 = 66
.2
VT = TOTAL VOLUME
VT = VI + V2
VT = 1.71 + 6.62
VT = 5.39
LENGTH OF TRENCH REQUIRED
V = 0.0411x4,164 SF
V = 114 CU.FT
LENGTH OF TRENCH
(114)/539 = 21 LF x 1.5 tsAFETY FACTOIv = 32 LF
STANDARD
CATCH BASIN SLOPE PAVING
FRAMING 4 GRATE /-TO INLET
TERMITE PROTECTION:
AS PER F.B.C. 1816.1.7. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES
AND LAWS ESTABLISHED BY THE 'FLORIDA DEPARTMENT OF AGRICULTURE AND
CONUSMER SERVICES.' A 'CERTIFICATE OF COMPLIANCE' SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING
THE TREATMENT.
WALL HUNG FIXTURES: (APPLIES TO ALL WALLS)
(1) STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON BEARING
PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL
CABINETS SHALL BE NOT LESS THAN 2"x4', WHERE SPACED NOT MORE THAN
lb-O.C.: OR, NOT LESS THAN 2"x6', WHERE SPACED NOT MORE THAN 24'O.G.
(2) A MINIMUM 2'x4' HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO
NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT
OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET.
SAFETY/EGRESS DOOR NOTES:
I. NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32' WIDE, EXCEPT
THAT BATHROOM DOORS MAY BE 24' WIDE UNLESS A LARGER DOOR OPENING IS REQUIRED TO
SATISFY THE REQUIREMENTS OF SECTION 515 OF THE FLORIDA BUILDING CODE.
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE
THE CLOSET.
3. EVERY BATHROOM DOOR LOCK SHAL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED
DOOR FROM THE OUTSIDE IN AN EMERGENCY.
4. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS
OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE
EASILY ENGAGED SHALL BE PROHIBITED.
5' MIN. CONC. TOP SLAB I fir,' LEVELING COURSE
W/ 45 BARS a 6' O.C. EA. W.
6' MM- PRECAST OR 3� 0• ' RE TLVAB REMOVABLE
LE CAP ON
POURED- IN-PLACE
TONGUE 4 GROOVESORTS
REINF. GONG. W/ 2 5' MIN. 'j.
03 BARS 0 12' O.C. OR I I I 18'+ PIPE
6x6-W55xW55 W.WF. TO DRAINAGE
W/ 2' MIN. COVER«3p�� - �NCW
SEE NOTE 2 LEVEL
c0
6' BELOW LOW
10'0
MONTH R EVEL
3' 24'M GROUT
&' MIN. CONC. BOT. SLAB -
W/ 05 BARS a 6' O.C. EA. W.
CATCH SAS f N TNI'PE "J" DETAIL
N.T.S.
OVERLAP 12' MM -
WELL
ASPHALT COMPACTED
SURFACE ELECT
MATERIAL
PLASTIC FILTER '
FABRIC
LIMIT OF
EXCAVATION
18'0 PERFORATED
ALUM. DRAINAGE
_ chi E
N
INV. ELEV.
SEE NOTE 4
SWT. C-1
F
a>
PIPE. w
BALLAST U
ROCK
F' -1EE NOTEEV.
2
5 -0 SWT. C-1
5TOR1„I DRAINAGE EXP I L TRAT I ON
TRENCH TRAN5VER5E DETAIL
N.T.S.
1 1/2" OD, WOOD GUARDRAIL
(ALUMINUM I FOR
EXTERIOR GUARDRAILS)
0
WALL
1 1/2' OD.
I-� WOOD HANDRAIL
11/2 (5Y OWNER)
T4AN[)RA
1-1/21
I = 1'-01
I
4" SPHERE CANNOT PASS
IL DETAIL.
GU,4RDi;;�A1L DETAIL
N.T.S.
54
01-u•
S /1
2'-4 3/4'
A
A
2 1/4'
CONCRETE
OR BRICK
5' 2'-5'
SECTION A -A
11-51 CONCRHTE
OR BRICK
4 1'-5 1/4' L
SECTION B -B
CATCH 545IN I=RAt* IE 4 GRATE DETAIL
3/4"= 1' - 0'
RAIL MOTES:
NOTE: RAILINGS TO CONFORM TO NFPA 101.
REQUIRED 4 SEALED SHOP DRAWINGS - - - - _ -- - -----
4
----
4 CALCULATIONS FOR RAILINGS/SAFEGUARDS -- ;
TO BE PROVIDED 15Y MANUFACTURER
10' '
RISERS 9 1.41' '
TREADS a 10' ,
• • CONCRETE SLAB
e a
e
WFI6
INTERIOR 5T,41R DTL.
3/4" = 11-011
-CLEARANCE BETWEEN INTERMEDIATE PICKETS TO REJECT 4'0 OBJECTS.
-CLEARANCE FROM FLOOR AND BOTTOM RAIL TO BE 2'.
-THE TRIANGULAR OPENING FORMED BY A TREAD, RISER AND BOTTOM
OF A GUARDRAIL TO 5E 6.
-HANDRAIL TO HAVE 1-1/2' MIN. CLEARANCE FROM WALL.
jj-T4" SPHERE CANNOT PASS
THROUGH, TYi=ICAL
WOOD
RAILING
( CANNOT
PASS
6 " SPHERE CANNOT
PASS THROUGH
RAILINCz AT STA1is
N.T.S.
LENGHT OF EXFILT. TRENCH
:II�IIIj■�■� 11. I" ���,11 ':11 ■ ■=III'=.1
STANDARD
CATCH ASIN
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AFTER PLACING BALLAST f / , SHEET:
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FILTER FABRIC �,
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10-100 U,S.STD. IF NECESSARY 6
SIEVE EQUIV. �' Or'••
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POLYPROPELENE dlk Y C5' BELOW NOTE:
AFTER PLACING BALLAST f / , SHEET:
XIST. GRD. A-6
FILTER FABRIC �,
ENVELOPE 0.15 ELEV. ROCK, WASH DOWN TO'ALLOW , • OQ ,
MILS THICK SETTLEMENT. ADD B4LLA�T. R,p OF.
10-100 U,S.STD. IF NECESSARY 6
SIEVE EQUIV. �' Or'••
OP'NG SIZE. > •`' ,.,
FRENCH LONGITUDINAL SECTION ..• , .� +,�`
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