09-335-002-
GENERAL NOTES
LOWESTFLOOR
GENERAL
_.
1. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST
j%4LL BE REQUIRED FOR STEEL AGAINST FORMS IN CONCRETE BEAMS & WALLS f
EDITIONS OF THE FLORIDA BUILDING CODE, THE ACI AND AISC SPECIFICATIONS AND
IF FIELD CONDITIONS WARRANT.
RECOMMENED PRACTICE.
ELEVATION
L IVE. LDAI�
7, WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 & IT SHALL BE ,
2. NO DIMENSIONS SHALL BE SCALED FROM DRAWING.
SUPPORTED ON SLAB BOLSTERS.
f 3. G.C. SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS
- g. ALL REINFORCING BARS MARKED CONTINOUS SHALL BE LAPPED 30 DIA. ATI
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINOUS TOP BARS '
THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES
AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINOUS BARS
AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO THE ENGINEER ANY SUCH
AT NON- CONTINOUS ENDS WITH STANDARD HOOKS, U.O.N.
DISCREPANCIES, OMISSIONS, OR VARIATIONS NOT REPORTED DURIN THE BIDDING PERIOD SHALL
ri
BE THE RESPONSIBILITY OF THE G.C. WHO SHALL PERFORM THE CORRECTED WORK AS PER THE
A/E'S INSTRUCTIONS.
9. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS,
V
BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS
4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE AIR
ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY
�1��c�r s S /hen �/�
INDICATED.
5. STRUCTURAL DRAWINS SHALL BE WORKED TOGETHER WITH ARCHITUCTURAL, AIR
CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS,
STRUCTURAL STEEL
SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLTSETTINGS, SLEEVES, ETC.
AP «drab
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE A/E BEFORE PROCEEDIN WITH
1. ALL STRUCTURAL STEEL ROLLED SHAPES, BARS, AND PLATES SHALL COMPLY
THE WORK.
WITH ASTM A36 -81, FYl KSI, U.O.N.
6. G.C. SHALL SUBMIT SHOP DRAWINGS TO THE ENIGNEER FOR APPROVAL BEFORE FABRICATION
2. STRUCTURAL TUBING (TS) SHALL COMPLY WITH ASTM A500, GRADE B, FY=
OR ERECTION OF ANY STRUCTURAL SYSTEM.
`46 KSI.
7. G.C. SHALL RESTRICT AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS
13. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE S, GRADE B, FYa35 KSI.
FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTIONS.
4. ALL BOLTS SHALL, BE 3/4 " DIAMETER ON 13/16" ROUND HOLES, UNLESS
8. G.C. SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM
!OTHERWISE NOTED. '
EXCAVATION AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE
5. ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. .
INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS.
O
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6. WELDING ELECTRODES SHALL BE E -70 SERIES, LOW HYDROGEN.
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVO ID DAMAGING
ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURIN CONTRUCTION SHALL
(•
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT- ENIGNEER. ANY DAMAE TO EXISTING
� O
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE A/E,
` CONCRETE
10. G.C. SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY
III, ALL REINFORCED CONTRITE DESIGN SHALL. BE IN ACCORDANCE WITH
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION
BUILDING CODE: REQUIREMENTS FOR REINFORCED CONCRETE (ACI - 318 -83).
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION.
2. ALL CONCRETE1 WORK SHALL. BE DONE IN ACCORDANCE: WITH `
11. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE G.C. SHALL
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS "(ACI- 301 -133).
PROVIDE COORDINATION AND FREE ACCESS TO THE WORK.
Job
Sheet
,-I,
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOOWS:
12. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR
COORDINATING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE "NIC" TRADES.
FOUNDATION.,..,_,..,.,,__ .... 3000 PSI
SLAB ON FILi,,, „ » „ „,,..„,.„,,, ►..,,3000 PSI
PSI
13. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY
STRUCTURAL, SLABS,. „„,,,, „,,.,40M PSI (U.O.N.)
NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR
! BEAMS ........ . „,.,....4000 PSI (U.O.N.)
NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR
CONDITIONS: -
j
ESIGNS SHALL 13F. SUBMITTED TO THE. A/E FOR APPROVAL PRIOR TO
4• MIX D
14. THE GENERAL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION
COMMENCEMENT OF ANY CONCRETE. WORK.
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE
LOCAL BUILDING DEPARTMENT.
5. NO ADMIXTURE SHALL BII PERMITTED W/O THE WRITTFN APPROVAL OF THE
A/&.
15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF
THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED.
6. FORM WORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR
CONCRETE FORMWORK" (347 -78. REAFFIRMED 1984).
16. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF
7. THE G.C. IS SOLELY RESPONSIBLE FOR SAFE ADEQUATE SHORING, RE-
EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF
SHORING. BRACING AND FORMWORK. THE G.C. SHALL CONTRACT A STATE OF
WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS
FLORIDA REGISTERED ENGINEER TO PREPARE SHORING,AND RE- SHORING PLAN'
AND WORKMANSHIP SHALL BE OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS
AND THEY SHOULD BE SUBMIMD TO THE ENFORCEMENT AGENCY FOR
SHALL BE SKILLED IN THERE TRADE.
APPROVAL RECORD-KEEPING.
17. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE
R. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY
APPROVED BY THE: AM TO PERFORM CONCRETE CYLINDER TESTS AS FOLLOWS:
PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.
FOUR CYLINDER TESTS FOR ANY 50 CUBIC YARDS OF CONCRETE POURED. OR
THREE CYLINDERTHSTS PER ANY DAYS'S POUR LESS'"HAN 50 CUBIC YARDS.
18. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS,
AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS
9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALT.
MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN.
COMPLY WITH ACI 301 -83.
19. JOB SITE VISITS BY THE A/E DO NOT CONSTITUTE"AN OFFICAL INSPECTION, UNLESS
10. NO WATER SHALL. BE ADDED TO THE CONCRETE; AT THE JOB SITE.
SPECIFICALLY CONTRACTED FOR "SPECIAL" INSPECTIONS AS REQUIRED BY THE LOCAL
BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT.
11. VERTCAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE
'MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN CONCRETE WORK IS
20. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
NECESSARY. FOR ADDITIONAL. REINFORCING AT CONSTRUCTION JOINTS SEE
STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILTY OF THE G.C. TO MAKE CERTAIN THAT
DETAILS. ANY OWER CONSTRUCTION JOINT REQUESTED BY THE G.C. SHALL BE
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS.
SHOWN ON THE SIIOP DRAWINGS FOR THE A/E'S REVIEW.
21. THE CONTRACTOR SHALL SUPPLY THE A/E WITH ONE SEPIA COPY OR SIX BLUE LINE COPIES
12. REMOVE ALL IDF:BRIS FROM FORMS BEFORE POURING.
OF SHOP DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP
DRAWINGS BY THE A/E IS ONLY FOR G.C. WITH THE STRUCTURAL DRAWINGS AND
13. CONCRETE SHAD. NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN
SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS
:WALLS, COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF
ARE CORRECT NOR DOES TT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
AGGREGATES. USL' HOPPERS. CHUTES, OR TRUNKS OF VARYING 1,ENGTHS SO
THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT, AND
A SUFFICIENT NUM6ER SHALL BE USED TO ENSURE THE CONCRETE IS BEING KEPT
I REINFORCING STEEL
,LEVEL AT ALL T IMFS:
1
' CONCRETE SLAB ON FILL
.1. ALL REINFORING STEEL SHALL BE DEFORMED BARS, FREE FROM, LOOSI;
,
CRUST AND SCALE CONFORMING TO ASTM A615 -82- (S1), FY -60 KSI, U.O.N.
i SEI.ECTEI) DILL MATERIALS SHALL BE CLEAN CRUSHED LIME -STONE (3 "-
:MAXIMUM PAR'T'ICLE) OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD
2. ALL REINFORCIN SHALL BE DETAILED AND FABRICATED FOLLOWING THE
OCCUR IN THE DRY AND COMPACTED TO A MINIMUM OF 98% OF THE. MODIFIED
kEQUIRMENTS OF ACI 315 -83. PLACING OF REBARS SHALL CONFORM TO CRSI
PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). FOLLOW SOIL LAB
RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS ".
RECOMMENDATIONS FOR THE METHODS AND PROCEDURES. ALL FILL WORK
` I
SHALL BE SUPERVISED BY A SOIL REPRESENTATIVE. ALL TOP SOIL SHALL BE
,3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON-
REMOVED BEFORE: STARTING FILLING OPERATIONS.
'PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.O.N.:
2. SLABS ON GRADE SHALL. BE PLACED OVER 6 MIL VISQUEEN OR- ENGINEER
MINMUM TOLERANCE
APPROVED FUIVALENT.
COVER PLUS '
'
3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 "STANDARDS '
.CAST AGAINST AND PERMANENTLY
SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETEREINFORCEMENT ".
EXPOSED TO EARTH 3" 3/8"
4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS OR
EXPOSED TO EARTH OR WEATHER
CONCRETE, BLOCKS SPACED NO FURTHER THAN Y-0-1 O.C.
NO.5 & SMALLER BARS 1 %2" 3/8"
NO.6 & LARGER BARSC 2" 3/8"
5. SAW CUT CONTROL JOIN'T'S SHALT. BE SAWED AS SOON AS THE CONCRETE IS
..?NOT EXPOSED TO WEATHER OR IN
HARD ENOUGH NOT TO BE TORN OR DAMAGED BY THE BL,ADF.
CONTACT WITH GROUND:
6. COLUMNS, BEAMS. AND WALLS OR ANY OTHER STRUCTURAL MEMBER
ROOF SLABS 1" 1/8"
PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED JOINT
FILLER (1/2" THICK) COMPLYING WITH ASTM 01752, TYPE 1.
STRUCTURAL SLABS & WALLS .3/4" 1/8"
7. JOINTS SHALI, BE SEALED WHERE 1NDICATIONED BY THE AECHITECTURAL
BEAMS & COLUMNS (PRIMARY
;DRAWINGS • FILLER AND SF..ALANT MATERIALS SHALL FOLLOW SPECS.
.REINFORCEMENT; TIES, STIRRUPS 1 %:" 3/8"
MASONRY
AND SPIRALS)
+ SLABS ON GRADE l•' /:" '/4" f
1. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF QUALITY AT LEAST
!
EQUAL TO THAT REQUIRED BY ASTM C90 "STANDARD SPECIFICATION OF ASTM
0270, EXCEPT THAT SLAG CEMENT SHALL NOT BE USED. MORTAR FOR EXTERIOR
•4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMITTED W/O
WALLS SHALL BE TYPE M. FOR INTERIOR LOAD BEARING WALLS ABOVE GRADE.
THE EXPRESS WRITTEN CONSENT OF THE A/E. ALL REINFORCING DETAILS TO BI
AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M. S, OR N.
SUBMITTED TO THE A/E FOR HIS APPROVAL.
-
2. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY TWO CELLS AT THE
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING
SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
;CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY
THE CONTRACTOR TO FURNISH SUPPORT BARS.
LINTELS
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE. LEGS
1. LINTELS MAY BE USED IN MASONRY OPENINGS UP TO 61- 6" CLEAR THESE BE
OF FOUNDATIONS CHAIRS SHALL BE GALVANIZED. PLASTIC "DONUT" SPACER
PRE -CAST OR CAST IN PLACE AND SHALL BE 8" X 12" MINIMUM WITH 2 #S TOP
I -
AND BOTTOM SHALL BEAR 8" AT EACH SIDE OF OPENINGS.
24 X 18 PRINTED ON NO. 1000H CLEARPRINT •
1
Residential New canstructian-
ADDRESS:
LOT` BLOCK: PLAT BOOK: PAGE:
HIGHEST CROWt4 OF ROAD ELEV: FT. NGVD. I-HIGHESTCROWN OF ROAD ELEV
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEYOR A CERTIFIED SURVEY
PREPARED We
PLS LIT#
SURVEYORS NAME
ALL- ELECTRICAL, MECHANICAL 86 PLUMBLING WILL BE PLACED AT OR ABOVE
THE BASE FLOOD ELEVAMON.(B.FE.)
ALLAREAS BELOW B.FE SHALL BE PROVIDED WITH MINIMUM OF TV\l
OPENINGS HAVING ATOTAL NETAREA OF NO LESS THAN ONE SQUARE INCH
OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO
FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONEO)
FOOTABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED
AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD
RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, ACERTIFICATION BY P.E. ON THE
PLAN NOTES INDICATING THATTHE DESIGN WILLALLOW FOR' THE AUTOMATIC
EQUA1_IZAT70N OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS:
THE SITE WILL BE GRADED IN A MANNER TO PREVENTTHE FLOODING OF
ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE
CONSTRUCTED ONSTTE WI TH NO ENCROACHMENT OVER ADJACENT
PROPERTIES.
I `
LANDSCAPING N OTF-5:
1. PLANT QUALITY: PLANTS INSTALLED PURSUANT TO THIS CODE SHALL. CONFORM TO, -
EXCEED THE MINIMUM STANDARS FOR THE FLORIDA NUMBER ONE AS PROVIDED IN THE MOST
CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTFS, ONE AN:: -
TWO' PREPARED BY THE STATE OF FLORIDA DEPARTMENT OF AGRICULYURE ANZ; IONSUMEi
SERVICES - -
2. MULCH: WEED FREE MULCH SHALL BE APPLIED IN A MINIMUM TWO (2) INCHES LAYER *HOURS BEFORE YOU DIG
AND AROUND ALL PLANTING. CALL SUNSHINE
3. IRRIGATION:
A. 1 ■ ■ 800 432 ■ 4770
TO BE PROVIDE BY HOSE BIBS
B. OPTIONAL• A COMPLETE IRRIGATION SYSTEM AND WITH HEADS WHICH DO NOT IT'S THE LAW IN FLORIDA
OVERTHROW TO IMPERVIOUS SURFACES, ALSO DESIGNED TO ALLOW DIFFERENT
OPERATION SCHEDULE FOR HIGH AND LOW WATER REQUIREMENTS AREAS.
4. CERTIFICATION OF COMPLIANCE: A CERTIFICATE OF COMPLIANCE IN THE FORM OF A LETTER
BEARING THE ORIGINAL LETTERHEAD OF THE DESIGNING FIRM AND LICENSING NUMBER SHALL
BE SUBMITTED TO AND APPROVED BY THE PERMITING DEPARTMENT PRIOR TO ISSUANCE OF
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION. THE CERTIFICATE OF
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
LANDSCAPE AND IRRIGATION PLANS HAVE BEEN IMPLEMENTED AND THAT ALL REQUIREMENTS i
OF THIS ORDINANCE HAVE BEEN MET.
5. EXCAVATIONS: BEFORE ANY EXCAVATING FOR PLANTING WITHIN THE PUBLIC RIGHT OF WAY
OR WITHIN EASEMENTS AREAS THE CONTRACTOR SHALL REQUESTED FROM THE PROPER
AUTHORITY LOCATION OF UNDERGROUND UTILITIES.
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ZONING DISTRICT: " ':; [T
NET LOT AREA: 14,3OO sF n • �• Tt �_� ' � :.��
GROSS LOT AREA' a"
FOOTPRINT MAX ALLOWED % X GROSS LOT AREA:
"EXISTING (IF APPLICABLE): 'G�. 14� ��
I
ADDITION TO BE LEGALIZED (IF APPLICABLE) N/A
PROPOSED NEW CONSTRUCTION OR ADDITION:r707 _6I�
TOTAL FOOTPRINT PROPOSED:
i y
FAR MAX ALLOWED J� % X GROSS LOT AREA:
EXISTING (IF APPLICABLE):
! PROPOSED: GI�5 c r
TOTAL:
Z85Z �� 1 Gi 00 SF max{ �'7G 1Jt21V
n
GREEN AREA 2 % MIN REQUIRED X GROSS LOT AREA: I OI �j I Lj� A'2 00
TOTAL AREA PROPOSED:
NUMBER OF TREES PROPOSED: 8
TOTAL LINEAR FOOTAGE OF HEDGES PROPOSED:
STATE SPECIES, HEIGHT, SPREAD, AND DIAMETER QF ALL EXISTING, PROPOSED TREES,
AND HEDGES.
TOTAL PARKING SPACES REQUIRED: PRdPo�jED
SOM STATEMENT: ON SITE OBSERVATION INDICATED UNDISTRURBED ROCK AND SAND WITH AN
ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM. THE GROUND MUST BE
BROKEN FOR FOUNDATION UNTIL A MINIMUM OF 24 INCHES DEPTH BELOW THE
NATURAL GRADE AND MUST B>; REACH THE UNDISTURBED SOIL. ENGINEERING
INSPECCION AND STATEMENT OF THE OBSERVED CONDITION MUST BE SUBMIT AND
MUST MATCH WITH THE MINIMUM DESIGN CRITERIA. - THE ENGINEER OF RECORDS.
BATH AND REST ROOMS NOTE:
WALLS OF SMOOTH, NON CORROSIVE AND NON ABSORVENT WATERPROOF MATERIAL
SHALL BE PROVIDE TO A HEIGHT OF 60 INCHES MINIMUM ABOVE THE ROOM FLOOR AND
TO A HEIGHT OF 72 INCHES MINIMUM ABOVE THE SHOWER OR TUB FLOOR.
PRODUCT CONTROL APPROVAL AND BUILDING PERMIT NOTE:
PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT WILL BE REQUIRED AS CONFORM WITH
THE ,.F.B.C. (WHEN APPLICABLE) FOR: ,
- WINDOWS - DOORS - STORM SHUTTERS - WOOD TRUSSES
• STEEL JOISTS - GLASS WALLS - AWNINGS - RIDGE VENTILATION
- STORE FRONTS - RAILING - .HANDRAIL - CURTAIN WALLS
- ROOFING -FENCES - SIGNS - PRECAST. SYSTEMS
'DRIVEWAY & APPROACHES - ALL STRUCTURAL GLAZING - ANY OTHER SPECIAL ASSEMBLY
LOWESTFLOOR
GARAGSSTORAGE
- ADJACENTGRADE
SWALEAREA
C� tJ,4N -[1 T`7'
ELEVATION
FLOOR ELEVATION
ELEVATION
ELEVATION
L IVE. LDAI�
FT. NGVD
FT.NFVD
FT,NGVD
FT.NGVD
PROPOSED
U
C)
gt.4060 Lr
6W 501
� C �
^^Yid�
`V
7-i, c'a // e�r s•.
ri
0
0
ALL- ELECTRICAL, MECHANICAL 86 PLUMBLING WILL BE PLACED AT OR ABOVE
THE BASE FLOOD ELEVAMON.(B.FE.)
ALLAREAS BELOW B.FE SHALL BE PROVIDED WITH MINIMUM OF TV\l
OPENINGS HAVING ATOTAL NETAREA OF NO LESS THAN ONE SQUARE INCH
OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO
FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONEO)
FOOTABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED
AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD
RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, ACERTIFICATION BY P.E. ON THE
PLAN NOTES INDICATING THATTHE DESIGN WILLALLOW FOR' THE AUTOMATIC
EQUA1_IZAT70N OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS:
THE SITE WILL BE GRADED IN A MANNER TO PREVENTTHE FLOODING OF
ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE
CONSTRUCTED ONSTTE WI TH NO ENCROACHMENT OVER ADJACENT
PROPERTIES.
I `
LANDSCAPING N OTF-5:
1. PLANT QUALITY: PLANTS INSTALLED PURSUANT TO THIS CODE SHALL. CONFORM TO, -
EXCEED THE MINIMUM STANDARS FOR THE FLORIDA NUMBER ONE AS PROVIDED IN THE MOST
CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTFS, ONE AN:: -
TWO' PREPARED BY THE STATE OF FLORIDA DEPARTMENT OF AGRICULYURE ANZ; IONSUMEi
SERVICES - -
2. MULCH: WEED FREE MULCH SHALL BE APPLIED IN A MINIMUM TWO (2) INCHES LAYER *HOURS BEFORE YOU DIG
AND AROUND ALL PLANTING. CALL SUNSHINE
3. IRRIGATION:
A. 1 ■ ■ 800 432 ■ 4770
TO BE PROVIDE BY HOSE BIBS
B. OPTIONAL• A COMPLETE IRRIGATION SYSTEM AND WITH HEADS WHICH DO NOT IT'S THE LAW IN FLORIDA
OVERTHROW TO IMPERVIOUS SURFACES, ALSO DESIGNED TO ALLOW DIFFERENT
OPERATION SCHEDULE FOR HIGH AND LOW WATER REQUIREMENTS AREAS.
4. CERTIFICATION OF COMPLIANCE: A CERTIFICATE OF COMPLIANCE IN THE FORM OF A LETTER
BEARING THE ORIGINAL LETTERHEAD OF THE DESIGNING FIRM AND LICENSING NUMBER SHALL
BE SUBMITTED TO AND APPROVED BY THE PERMITING DEPARTMENT PRIOR TO ISSUANCE OF
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION. THE CERTIFICATE OF
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
LANDSCAPE AND IRRIGATION PLANS HAVE BEEN IMPLEMENTED AND THAT ALL REQUIREMENTS i
OF THIS ORDINANCE HAVE BEEN MET.
5. EXCAVATIONS: BEFORE ANY EXCAVATING FOR PLANTING WITHIN THE PUBLIC RIGHT OF WAY
OR WITHIN EASEMENTS AREAS THE CONTRACTOR SHALL REQUESTED FROM THE PROPER
AUTHORITY LOCATION OF UNDERGROUND UTILITIES.
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41" u
AN_
1"
fhi-rl '-I tic. Dj"LS
.ter %/ • ; .'. .. •' •• • .. • �I_, --;•- iii.- -'"':. • "' - '
ZONING DISTRICT: " ':; [T
NET LOT AREA: 14,3OO sF n • �• Tt �_� ' � :.��
GROSS LOT AREA' a"
FOOTPRINT MAX ALLOWED % X GROSS LOT AREA:
"EXISTING (IF APPLICABLE): 'G�. 14� ��
I
ADDITION TO BE LEGALIZED (IF APPLICABLE) N/A
PROPOSED NEW CONSTRUCTION OR ADDITION:r707 _6I�
TOTAL FOOTPRINT PROPOSED:
i y
FAR MAX ALLOWED J� % X GROSS LOT AREA:
EXISTING (IF APPLICABLE):
! PROPOSED: GI�5 c r
TOTAL:
Z85Z �� 1 Gi 00 SF max{ �'7G 1Jt21V
n
GREEN AREA 2 % MIN REQUIRED X GROSS LOT AREA: I OI �j I Lj� A'2 00
TOTAL AREA PROPOSED:
NUMBER OF TREES PROPOSED: 8
TOTAL LINEAR FOOTAGE OF HEDGES PROPOSED:
STATE SPECIES, HEIGHT, SPREAD, AND DIAMETER QF ALL EXISTING, PROPOSED TREES,
AND HEDGES.
TOTAL PARKING SPACES REQUIRED: PRdPo�jED
SOM STATEMENT: ON SITE OBSERVATION INDICATED UNDISTRURBED ROCK AND SAND WITH AN
ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM. THE GROUND MUST BE
BROKEN FOR FOUNDATION UNTIL A MINIMUM OF 24 INCHES DEPTH BELOW THE
NATURAL GRADE AND MUST B>; REACH THE UNDISTURBED SOIL. ENGINEERING
INSPECCION AND STATEMENT OF THE OBSERVED CONDITION MUST BE SUBMIT AND
MUST MATCH WITH THE MINIMUM DESIGN CRITERIA. - THE ENGINEER OF RECORDS.
BATH AND REST ROOMS NOTE:
WALLS OF SMOOTH, NON CORROSIVE AND NON ABSORVENT WATERPROOF MATERIAL
SHALL BE PROVIDE TO A HEIGHT OF 60 INCHES MINIMUM ABOVE THE ROOM FLOOR AND
TO A HEIGHT OF 72 INCHES MINIMUM ABOVE THE SHOWER OR TUB FLOOR.
PRODUCT CONTROL APPROVAL AND BUILDING PERMIT NOTE:
PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT WILL BE REQUIRED AS CONFORM WITH
THE ,.F.B.C. (WHEN APPLICABLE) FOR: ,
- WINDOWS - DOORS - STORM SHUTTERS - WOOD TRUSSES
• STEEL JOISTS - GLASS WALLS - AWNINGS - RIDGE VENTILATION
- STORE FRONTS - RAILING - .HANDRAIL - CURTAIN WALLS
- ROOFING -FENCES - SIGNS - PRECAST. SYSTEMS
'DRIVEWAY & APPROACHES - ALL STRUCTURAL GLAZING - ANY OTHER SPECIAL ASSEMBLY
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