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LOT 38 x
NO DUNE---
U) VEGETATION
STORMWATER WILL FLOW TO CATCH BASIN LOCATED AT (VACANT) 3�1 a 'o, /
FRONT SOUTHERN CORNER OF PROPERTY, THENCE FLOW 1010 90 0 EXISTS
SOUTH TO A DRY DETENTION AREA LOCATED BETWEEN LOTS 'A o.r'• j \
18&19, THENCE TO STATE ROAD A-1—A
N 65 �6 2y29a
LOT 39 FND DNRCM
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12 \ 5' PLASTIC �} SEAWARD EDGE OF CATCH BASIN IS
FENCE 36.88' PERPENDICULAR FROM CURRENT
\ COASTAL CONSTRUCTION CONTROL_ LINE
IRRIGATIONBOX
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42886 IRC SI
LB 4286
PLACED FILL SEAWARb OF THE CCCL 0 CY
/ / / 0 6�•p55 / EXCAVATED FILL SEAWARD OF THE CCCL 0 CY
\ NET FILL SEAWARD OF THE CCCL 0 CY
� R S
l 6�•01 .5 THE DRAWING IS BASED ON EXISTING SITE CONDITIONS,
�- s �NG��I� \ THERE WILL BE NO CUT AND FILL.
0
UTILITY
P� O S� gTA CURRENT
COASTAL
S� CONSTRUCTION
CONTROL UNE
(PE 19, PG 8)
vRECORDED SEP 15. 1988
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AREA SUMMARY
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DRIVEWAY ..... 355f sims
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CERTIFIED TO:
Mr. & Mrs. Phillips;
Seaboard Homes; and
Phoenix Realty Homes
DATE SIGNED
L. Charles Arnold Professional Surveyor & Mapper
Florida Certificate No. 4971
COMPUTER FIELD BK. PG.
FILE REF. /
009.DWG
CONSULTING ENGINEERS
CULPEPPER & LAND SURVEYORS
2980 SOUTH 25th STREET
TE R P E N I N G, INC. FORT PIERCE, FLORIDA 34981
(772) 464-3537
STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 428
APPROXIMATE
/MEAN HIGH WATER LINE
—ELEV=0.52' NAVD 1988
LOCATED FEBURARY, 2006
3 o^ MEAN HIGH WATER LINE WAS DETERMINED BY
INTERPOLATION OF EPOCH 100888 AND 100889.
o'
ATLANTIC OCEAN GRAPHIC SCALE
\ y0 20 0 10 20 40 so
O'
1 322� 0.00' ( IN FEET) 1
V, ELEVATION NAVD 1988 1 inch = 20 ft.
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Site Man for:
yo
X Fhilhp5 RC50ence
APPROXIMATE SEASONAL HIGH WATER LINE
ELEV=5.33' NAVD 1988
STREET ADDRESS
WATERSONG WAY
LEGAL DESCRIPTION
Being all of Lot 9, according to the plat of
WATERSONG P.U.D. Plat No. One, as recorded in
Plat Book 42, Page 34 of the Public Records of
St. Lucie County, Florida.
LEGEND g�&- ABBREVIATIONS
CONC. DENO'�°:S CONCRETE P.B. DENOTES PLAT BOOK
P.C.P. DENO16"'S t'FRMANENT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT
�Pj DENO]t.S PLAT DATA O.R. DENOTES OFFICIAL RECORDS BOOK
C DENO;" CALCULATED FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD & CAP
R DEiNOTLS RADIAL BEARING PG. DENOTES PAGE
E DENOTES PROPERTY LINE COR. DENOTES CORNER
(M) DENOTES MEASURED DATA P.O.B. DENOTES POINT OF BEGINNING
ID DENOTES IDENTIFICATION NUMBER P.O.C. DENOTES POINT OF COMMENCEMENT
DENOTES FLOW LINE I.P. DENOTES IRON PIPE
TOB DENOTES TOP OF BANK I.R. DENOTES IRON ROD
TYP. DENOTES TYPICAL U.E. DENOTES UTILITY EASEMENT
FND. DENOTES FOUND P.I. DENOTES POINT OF INTERSECTION
L.B. DENOTES LICENSED BUSINESS P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
O.H.U. DENOTES OVERHEAD UTILITIES
99 DENOTES WATER METER DENOTES ELEVATION (TYPICAL)
DENOTES DESIGN GRADE
GENERAL NOTES
1. The bearings shown hereon are referenced to the centerline of Watersong Way having
a bearing of N24°28'24"E, according to the plat of WATERSONG P.U.D. Plat No. One
as recorded in Plat Book 42, Page 34, Public records, St Lucie County, Florida.
2. All above ground fixed improvements, if any, have been located and shown hereon.
3. Underground utilities and utility services have not been located on this survey.
4. Flood Note: By graphic plotting only, this property is in Zone "AE"(ELEV 8), according to the
Flood Insurance Rate Map, Community Panel No. 12111CO194 G, effective date November
4, 1992. The exact designation can only be determined by an elevation certificate.
5. Reproductions of this map are not valid without the signature and original raised seal
of a Florida Licensed Surveyor & Mapper.
6. Lands shown hereon were not abstracted by this office for rights —of —way, easements
of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds.
7. The last date of field work was December 29, 2005.
8. Additions or deletions to survey maps or reports by other than the signing party
L6`110py
or parties is prohibited without written consent of the signing party or parties.
9. Elevations shown hereon are in feet and are based upon NGVD 1929 converted to
NAVD 1988 with a factor of 1.50 feet.
-REVISIONS —
BY
DATE
ADDED HOUSE PLAN
DDC
3/1/06
REVISED SITE PLAN
DDC
5/9/06
REVISED FFE PER FDEP
DDC
6/27/07
BY
DATE
DESIGNED
CALCS.
DRAWN
DETAILED
CHECKED
APPROVED
PHILLIPS RESIDENCE
SITE PLAN
DATE: 5 8 06
HORIZ. SCALE: 1 "=20'
VERT. SCALE: N/A
JOB No.07-168
SHEET 1 OF 1
ACOUS- ACOUSTICAL
ADJ-
ADJUSTABLE
AL-
ALUMINUM
APPROX.
APPROXIMATE
BD.
BOARD
BLDG.
BUILDING
K-
BLOCK
BLOCKING
BM-
BEAM
BOT.
BOTTOM
CAB-
CABINET
GEM.
CEMENT
CER.
CERAMIC
C.I.
CAST IRON
CLR
CLEAR
COL.
COLUMN
CONC.
CONCRETE
CONN.
CONNECTION
CONT.
CONTINUOUS
CTSK.
COUNTERSUNK
DECOR•
DECORATIVE
DIET.
DETAIL
D.F.
DOUGLAS FIR
DIA.
DIAMETER
DIM.
DIMENSION
DN.
DOWN
D.S.
DOWN SPOUT
Dom-
DRAWING
EA.
EACH
EL.
ELEVATION
ELEC-
ELECTRICAL
EQ.
EQUAL
EXH-
EXHAUST
EXP.
EXPANSION
EXT.
EXTERIOR
EXIST.
EXISTING
F.A.U.
FORCE AIR UNIT
F.H.G.
FIRE HOSE CABINET
FIN.
FINISH
FL.
FLOOR
FLASH.
FLASHING
FLUOR.
FLUORESCENT
ROP.
FACE OF FINISH
F.O.M.
FACE OF MASONRY
F.O.S.
FACE OF STUD
FT.
FOOT/FEET
FTG•
FOOTING
GA-
GAUGE
GALV.
GALVANIZED
GL.
GLASS
GR.
GRADE
GYP.
GYPSUM
H.B.
HOSE BIBS
H_C.
HOLLOW CORE
HDWD.
HARDWOOD
HOWE.
HARDWARE
HGT.
HE IGHT
H.M.
HOLLOW METAL
HORIZ.
HORIZONTAL
ID•
INSIDE DIAMETER
INCAND,
INCANDESCENT
INSUL.
INSULATION
INT.
INTERIOR
JAN.
JANITOR
JT.
JOINT
LAM-
LAMINATE
LAV.
LAVATORY
LOC.
LOCATION
MAX.
MAXIMUM
MECH.
MECHANICAL
MET,
METAL
MFR.
MANUFACTURER
MIN.
MINIMUM
MISC-
MISCELLANEOUS
M.O.
MASONRY OPENING
MTD.
MOUNTED
MUL.
MULLION
N.I.G. NOT IN CONTRACT
NO. NUMBER
N.T.S. NOT TO SCALE
O.A.
OVERALL
086
OBSCURE
O.C.
ON CENTER
O.D.
OUTSIDE DIAMETER
OF.C.I.
OWNER FURNI5H/
CONTRACTOR INSTALL
OFF.
OFFICE
OPNG.
OPENING
OPP,
OPPOSITE
PL.
PLATE
PLA&
PLASTER
PLYWD-
PLYWOOD
PR.
PAIR
PRC5T-
PRECAST
P.T.DF-
FIRE56URE TREATED
DOUGLAS FIR
PTN.
PARTITION
Q.T. QUARRY TILE
R.
RISER
RAD.
RADIUS
RE INF.
REINFORCE
REQ.
REQUIRED
RM.
ROOM
R.O.
ROUGH OPENING
RWD.
REDWOOD
R.W.L.
RAIN WATER LEADER
S.C.
SOLID CORE
SCHED.
SCHEDULE
SHT.
SHEET
SUM.
SIMILAR
SQ.
SQUARE
SST.
STAINLESS STEEL
5TD.
STANDARD
STL.
STEEL
STOR.
STORAGE
STRUCT-
STRUCTURAL
SUSP.
SUSPENDED
SYM.
SYMMETRICAL
T.
TREAD
T.C-
TOP OF CURB
TEL.
TELEPHONE
TAG
TONGUE AND GROOVE
THK
THICK
T.U.G.
TOP OF CHIMNEY
T.OFR.
TOP OF FRAMING
T.O.L.
TOP OF LEDGER
T.O.P.
TOP OF PLATE
T.O.PL.
TOP OF PLATE
TYR
TYPICAL
U.U.N.
INLE55 OTHERWISE NOTED
VERT.
VERTICAL
VEST.
vESTIBULE
V.G.DF-
VERTICAL GRAIN
DOUGLAS FIR
W/
WITH
W/O
WITHOUT
W.C.
WATER CLOSET
WD.
WOOD
WDW.
WINDOW
W.H.
WATER HEATER
WSCT.
WAINSCOT
WT.
WEIGHT
SYMBOLS 5YM5OL5
AND
° ANGLE
AT
CENTER LINE
DIAMETER OR ROUND
PERPENDICULAR
POUND OR NUMBER
CAI
i
i
,III% AR,
rr 1
r
ET11
77
J
CONSTRUCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS
ARCHITECT'S STATUS: i SHOP DRAWINGS:
A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE A THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS,
CONTROL OR CHARGE OF (XNBTRJCTION MEANS, METHODS, TECHNIQUES, FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO
SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS FABRICATION AND COMMENCEMENT OF THE WORK
IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE ;;ESPONSIBLE FOR
THE CONTRACTOR'5 FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE B CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
CONTRACT DOCUMENTS. THE ARCHITECT 514ALL NOT BE RESPONSIBLE OR HAVE C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR,
SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPL.IYEEb, OR ANY OTHER
PERSONS PREFORMING ANY OF THE WORK
CODES: I EARTH WORK:
A. ALL CODES HAVING 195DICTION SHALL BE OBSERVED .OTRIFTLY IN THE A PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS,
CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COMPACTION AND GEOLOGICAL REPORTS.
COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY 4ND FIRE CODES.
CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON
DISCREPANCY BETWEEN TI9 CODES AND THE CONSTRUCTION DOICLMTS TO THE A SOIL BEARING CAPACITY OF 25M PSF. FINAL WRITTEN VERIFICATION
ATTENTION OF THE ARCHITECT. SHALL BE SENT TO THE OIWER AND ARCHITECT PRIOR TO THE START OF
CONSTRUCTION.
B. THEEE PLANS AS DRAW AND NOTED, COMPLY WITH THE BUIL ING ENVELOPE
ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, I CONTRACTOR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED
SHALL FAMILIARIIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR
BUILD IN ACCORDENCE WITH ALL PROVISIONS OF THIS CODE. PASSES.
D. 501L SHALL BE COMPACTED TO 15% MODIFIED PROCTOR (ASTM 01551)
TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE
PERMITS: FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET
OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW 714E
A. THE CONTRACTOR SHALL BE RE5PON515LE FOR OBTAINING ILL REQUIRED COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD
BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT / ENGINEER
E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER
ASTM D2481-69 (15) WITH LE65 THAN 12 % PASSING 200 SIEVE. PILL
MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 71 AND
JOB CONDITIONS: COMPACTED AS ABOVE.
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO ` .WITTAL OF F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF
BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING
THE FLORIDA BUILDING CODE 2001.
CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. D150REPANCIE BETWEEN
CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITE T'S
ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE EMITTED OR
CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR IOR TO
CONCRETE:
CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH
INTENT IS IN DOUBT. BACKCHAIRGES WILL NOT BE ACCEPTED.
L, GENERAL: ALL CONCRETE WOW SHALL CONFORM TO ALL
RECOMMENDATIONS AND REQUIREMENTS OF ACI.318.
B. DIMEN51ON6 AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND
GRAPHICS- DO NOT SCALE DRAWINGS.
B. CONCRETE: FOR 5LA55 ON GRADE, 2500 PSI AT 28 DAYS± ALL ELSE
TO BE 30M PSI.
C. IF WORK 15 BEING PREFOFIMED IN AN EXSISTWs BUILDING AND % OR AS AN
ADDITION OR ALTERATION(S) TO AN EXSISTING BUILDING, THE TOR SHALL
C. PORTLAND CEMENT: A5TM C-150 TYPES I OR II. LOW ALKALI, BILL
VERIFY ALL EXSISTING CONDITIONS WITH REFERENCE TO ARCRTE I
TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING
STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS- ANY DISC FANCIES
SULFATE CONCENTRATIONS OF MORE THAN 02 PERCENT.
BETWEEN THE EXISTING CONWOITIONS AND CONSTRUCTION DOCUMEN S SHALL BE
BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO TH 5U5MISSION OF
D. WATER FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM
BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND
ALL ORGANIC OR OTHER DELETERIOUS MATERIALS.
SCHEDULE WORK BY TRADES, SUPPLIERS, 5UBCONTRACTORS AND OTHER
PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE I IN
E. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE.
ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS.',
F. SAND: ASTM C-33 FOR SLABS ON GRADE.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACT OF
STRUCTURAL AND NOWSTRUCTURRAL MEMBERS DURING CONSTRUCTIOsL
G. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DRAWINGS OR AS
AMENDED BY THE FINAL SOILS REPORT.
14. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL. POLYETHYLENE.
WORK NI=CESSARY TO COMPLETE CONSTRUCTION:
A. IT 15 THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A
COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED 'N.I.V (NOT IN
CONTRACT)
CLEAN UP / REPAIR:
A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL
TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WOW FROM DAMAGE,
SOILING, PAINT OVERSPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC
SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE
PROJECT.
B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY
THE PROCESS OF CONSTRUCTION AND 5HALL FINISH ALL PATCHWORKS AND
REPAIRS TO MATCH ADJACENT AREAS AND SURFACES.
REINFORCING STEEL:
A ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET
FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN
CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE
SPECIFIED IN THE CONTRACT DOCUMENTS.
B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL.
• SLAB ON VAPOR BARRIER 1 1/2"
• BEAMS AND COLUMNS 1 1/2 "
• FORMED CONCRETE BELOW GRADE 2"
• UNFORMED BELOW GRADE 3"
• FOOTING YCLEAR AT BOTTOM 4 SIDES 2"CLEAR OF TOP
• WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE
• SLABS 3/4" CLEAR AT TOP (INTERIOR), 1114' CLEAR AT TOP (EXTERIOR)
• BEAMS 1 1/2" CLEAR TO STIRRUPS
COLUMNS 1 1/2" CLEAR TO TIES
ROUGH CARPENTRY:
C. REINFORCING ME54: ON -GRADE BUILDING 5LA55 SHALL BE ACI-318 A. TIMBER DESIGN BASED ON USE OF SYP No. 2 SURFACED DRY OR GREEN. Y. DRAFTSTOPF'ING: IN FLOOR AND CEILING ASSEMBLIES NOT TO
ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOW ON THE USED AT MAXIMUM 19 % MOISTURE CONTENT XCEED 500 S/F. IN ATTICS FOR AREAS OVER WOO S/F
DRAWINGS. FIREBLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND
B. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING
D. GENERAL BEAM NOTES: WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS HORIZONTAL, SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES,
20-94. FITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) 0
SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF OR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES.
BEAM UNLESS NOTED OTHERWISE. C. PLYWOOD: PRODUCT STANDARD PS-1-13 AND RULES FOR DFPA GRADE
TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION.
BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT p• 11ARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND
WITH TOP BARS FROM ADJACENT BEAMS. PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED
STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS
ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY OF GRADING.
ADJACENT STRUCTURAL BEAM PER STANDARD ASTM BENDING DIAGRAM.
THERMAL MOISTURE PROTECTION:
TIE BEAM DEPTHS AIRE MINIMUM AND MAY BE INCREASED (8" MAXIMUM)
E. ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM FIBER STRESS OF 1200 P51,
A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER
TO PIT BLOCK WORK AND WINDOW AND DOOR HEADS.
A MINIMUM E=1000,000 P51, AND A MINIMUM FV=90 PSI UNLESS OTHERWISE NOTED.
FLORIDA MODEL ENERGY CODE, SECTION a MINIMUM OF R-19 BLANKET
INSULATION AT ROOFS AND R-II AT FRAME WALLS.
DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW AND DOOR
F. =LOOR JOISTS, HEADERS, LINTELS, CEILING JOISTS, AND RAFTERS SHALL BE $45
R-42 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL INSULATION
HEADS (28" MAXIMUM) AND ADD 2 -5 BOTTOM, IF DROP EXCEEDS 8".
SEASONED SYP No. 2 UNLESS OTHERWISE NOTED ON DRAWINGS.
AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED
TIGHTLY BETWEEN STUDS- VERIFY REQUIRED INSULATION VALUES TO BE
ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6"
G. CONCEALED FLOOR BEAMS, ROOF BEAMS AND POSTS SHALL BE 546 SEASONED
INSTALLED AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED.
MINIMUM INTO SUPPORT UNLE55 NOTED OTHERWISE.
SY? 140. 2, UNLESS NOTED ON DRAWINGS.
B. ROD(/TILE:
H. EXPOSED FLOOR BEAMS, ROOF BEAMS AND POSTS SHALL BE SAW -SIZED
5EA50NED SYP No. 2, FREE OF HEART CENTER UNLESS OTHERWISE NOTED ON
TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY
DRAWINGS.
ARCHITECT/DENGNER
tRU6SEE,;
I. ALL STUDDING, BLOCKING, FURRING AND PLATES SHALL BE 545 5EA50WD
INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND
A. THE TRwt 5 LAYOUT SHOW ON CONSTRUCTION DOCUMENTS IS SCHEMATIC
"STUD" SYP NO.2 DRY, UNLESS OTHERWISE NOTED ON DRAWINGS.
FLORIDA BUILDING CODE 2001.
IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN
DESIGNED UNDER THE A55UMPTION THAT THE FRAMING SCHEME SHOW WILL
J. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D)
AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL IFIRNISH A
CLOSELY PARALLEL THE FINAL TRUSS MFG. LAYOU. THIS FRAMING SCHEME
EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I
ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL
(DIRECTION OF TRUSSE5, MAJOR G.T. BEARING POINTS, ETC) CAN BE
(C-C) EXT-DFPA
MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST
MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME
TO THE OWNER WITHIN WARRANTEE PERIOD
PROFE55IONAL OF RECORD WHO MUST REVIEW PROP05ED CHANGES AND
K. W51LL: PRESSURE TREATED 140.2 OR BETTER
MAKE STRUCTURAL REVISIONS ACGORDMGLY, FINAL SIGNED AND SEALED
ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR
L. STUD WALLS: FX4" AT I6" OC, UNLESS OTHERWISE NOTED PLUMB TO 1/8"
REVIEW PRIOR TO POURING OF FOUNIDATION.
IN 6-0". ALL EXTERIOR STUDS SHALL BE FULL LENGTH TO CEILINGS.
ALL STUD WALLS, OVER 80" HIGH, 2 ROWS OF 2X4 BLOCKING BET. STUDS
DOORS AND WINDOWS:
MUST BE FRAMED WITH 2"X5" STUDS UP TO MAXIMUM OF 10-0"
CONCRETE UNIT MASONRY:
M. ALL BEAMS INSTALLED WITH CROW UP UNLESS OTHERWISE
A• "C" LABEL DOOR AND FRAME WITH CLOSER AND METAL THRESHOLD
NOTED. CANTILEVERED BEAMS 54ALL BE INSTALLED WITH CROW DOW.
BETWEEN HOUSE AND GARAGE.
A. COORDINATE WITH ALL OTHER TRADES WHOSE WORK
N. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE.
B. GARAGE VENTS 70 BE SCREENED 60 SQUARE INCHES PER CAR AT FLOOR
RELATES TO BLOCK MASONRY INSTALLATION FOR PLACING OF ALL
LEVEL AND PROVIDE MECHANICAL VENTILATION IN GARAGE AT THE RATE 01
REQUIRED BLOCKING, SUB -FRAMING, BACKING, FU2RING, ETC. TO INSURE
0. PROVIDE 4"X4" POSTS OR (2) TW" STUDS MINIMUM UNDER ALL BEAMS AND
100 CFM PER CAR
PROPER LOCATIONS.
HEADERS UNLESS OTHERWISE NOTED.
C. SAFETY GLAZING: (TEMPERED GLASS)
E. PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES: PLACE: ANCHO5,
P. ALL 5UBSILLS, OVER 6-0" IN LENGTH SHALL BE DOUBLE 2"W"s-
BOLTS, PIPES, SLEEVES, NAILERS, BLOCKOUTS, REGLETS, FITTINGS, CONDUITS,
DOOR 51DELITE5 WITHIN 12" OF DOOR
ETC. PROVIDED BY OTHER TRADES WITHIN MASONRY.
Q. DOUBLE VX4%, SPIKED TOGETHER MAY BE USED IN LIEU OF 4"X4" POSTS
WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON
GLASS TUB AND SHOWER ENCLOSURES
C. MORTAR -MIX: MORTAR SHALL COMPLY WITH ASTM C-210. NO MORTARS
PLANS.
THAT HAVE STOOD FOR MORE THAN ONE HOUR SHALL BE USED.
R ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE
WINDOW AND MIRRORS AT TUB AND SHOWERS WITH SILLS LESS THAN 60" AFF
SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING
FRENCH DOORS
D. BLOCK MASONRY UNITS: HOLLOW LOAD -BEARING WITS PER A5TM
MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT.
C-90. ALLOWABLE STRESS TO BE 1150 P.S.I.
S. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-190. INSTALL UNDER
D. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE
E. REINFORCING STEEL: LAP REINFORCINGWITHOUT
NOT LESS THAN 48 BAR
ROOFING AND TRIM AND CAREFULLY APPLY 50 AS TO FORM A WATERTIGHT
UT THE USE OF 700L5. THEY SHALL PROVIDE A CLEAR OPENING OF NOT
DIAMETERS AT SPLICE IN WALL REINFORCING, LAP HORIZONTAL
MEMBRANE. EACH COURSE OF PAPER 514ALL OVERLAP THE COURSE BENEATH IT 6"
LES5 WIDE, 24" NIGH AND 5.1 SQUARE FEET MINIMUM AREA THE BOTTOM OF
REINFORCING A MINIMUM OF 18" AROUND CORNER5. HORIZONTAL BARS
MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY
OPENING SHALL N07 BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54"
SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL
LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE
ABOVE FLOOR (MAXIMUM).
BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS
OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT
FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES.
E WI
E.
E WINDOW WITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE
REINFORCING. ASTM A-615, GRADE 60
T. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT
FLORIDA ENERGY CODE.
PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL
F. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE
ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS.
HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE.
U. ROOF SHEATHING: 5/8" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR
PLUMBING FIXTURES:G.
CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED
GLUE, COX GRADE, 4 PLY, IDES 24/0, APA GRADE TRADEMARKED, APPLY
CELLS. SEAL AFTER CLEANING AND INSPECTION.
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS
A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION
V. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED
STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED
STRUCTURAL METALS:
BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL
HOLES IN THE ANCHOR ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.
A. WORKMANSHIP: WORK SHALL COMPLY WITH A.IS.C. "MANUAL OF STEEL
W. CONNECTIONS: ALL NAILS CI STRAP CONNECTORS SHALL BE NAILS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
CONSTRUCTION" LATEST EDITION, UNLESS MORE EXACTING REQUIREMENTS
ALL NAIL HOLES NOT HE T
,UNLESS SPECIFICALLY NOTED OTHERWISE BY THE MANUFACTURER
REQUIRED BY FIELD INSPECTORS THAT
ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
MAY BE NECESSARY IN ORDER TO
X. NAILS: ALL WOOD FRAMING MEMBERS SHALL BE WELL NAILED IN ACCORDANCE
COMPLY WITH ALL APPLICA:3LIv COPES,
B. STRUCTURAL STEEL: ASTM A-36, SHAPES AND PLATES
WITH THE CODE SECTIONS APPLICABLE ALL EXTERIOR NAILS SHALL BE
GALVANIZED MINIMUM NAILING FOR FRAMES SHALL BE PER TABLE 2306.1 OF THE
C. PIPE: STANDARD STEEL PIPE - ASTM-53, GRADE B OR AS
FLORIDA BUILDING CODE 2001,
SPECIFICALLY NOTED ON THE DRAWINGS. TUBE STRUCT. A500. GRADE B,
MB - A325 WELDS AWS A5J E10XX.
DESIGN PARAMETERS
CODE -FBC 2004 (SUPP- 200(o)
BUILDING DESIGN AS ENCLOSED
WIND EXPOSURE CLASSIFICATION - C
WIND SPEED DESIGN - F5C-140 MPH
MEAN ROOF HEIGHT. - 29'-5"
ROOF LIVE LOAD - 30 PSF.
TOP CHORD DEAD LOAD - 15 PSF.
BOTTOM CHORD DEAD LOAD - 10 PSF.
BASIC VELOCITY PRESSURE 30 PSF.
IMPORTANCE/USE FACTOR - 1.0
MIN. SOIL BEARING PRESSURE - 2500 P51.
• A CONTINJOUS LOAD PATH PROVIDED - YES
• COMPONENT AND CLADDING DETAIL PROVIDED - YES
FLOOR LIVE LOAD = 40 PSF
FLOOR SUPERIMPOSED DEAD LOAD = 25 PSF
BU11-DING 01-ASSIPICATION
FBC 2004 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 500, TYPE V
UNPROTECTED, UNSPRINKLED, LIMITED TO TWO STORIES AND
12,000 S.F. F ;ER FLOOR
DRAWING INDEX
ARr>41TECTURAL
M.M.P.
T1 -TITLE SHEET AND NOTES
SITE -SITE PLAN
Ai -FLOOR PLANS
A2 -ELEVATIONS
A3 -DETAILS AND BUILDING SECTION
44 -WALL SECTIONS AND ENLARGED DETAILS
AS -ROOF AND FLOOR SLAB PLAN
El -ELECTRICAL PLANS
51-PILIWS AND FRAMING PLANS
52 -SCHEDULES AND DETAILS
53 -STRUCTURAL DETAILS
CONSULTANTS
CIVIL I STRUCTURAL I BUILDER
ROE3 AGSTEN 111, P.E.
ROAR/SLID BUILDERS
WALL LEGEND
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL
SEE FOUNDATION PLAN
POURED CONCRETE
COLUMN
__.......... NON -BEARING
FRAME CONSTRUCTION
BEARINCs
FRAME CONSTRUCTION
FRAME CONSTRUCTION
ABOVE OR BELOW
POTSHELF
HEIGHT AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
AHEDIDV FENING
SERE PLANOR ELEV.
I HOUR FIRERATED WAIL
W1 BATT INSULATION
V LH
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UATH PICKETS SPACED
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TYF? TNRU-OUT
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64 s
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a FAMILY RM. 20 20
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- - ---
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36" H. NAND
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TO REJECT 4"
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IING
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m
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x 7'--10"
2" N. WARDRAI
UUTN PICKETS SP
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TM THRI1.00
SLEEPING ROOMS pROV E)E AN EGRESS
WIN()aW 'WITH A NET CLEAR OPENING
OF 5+ , I,q FOR GROUNC) FLOORS,
5.7 SCE, F'T", FOR UPPED F'LOO S. OPENINGS
SHALL NOT BE LESS THAN 24Y,, OR 20'W
SILL NOT MORE THAN 44" A3O`iE FLOC;'.
LIGHTING FIXTURE SCHEDULE
TYPE
MFG /PIN
LAMPS
MOUNTING
MOUTING
0. OF
FINISH
REMARKS
HEIGHT xx
IXTURES
(EA BLDG.)
NO.
TYPE
ATT
1
01
BEGA ®
1
CF
9
RECESSED
t 0
0
STAINLESS
2047P
TO THE TOP
STEEL
TERRACES
N/A
O
BEGA O
6940/541
T
PAR-20
A -LED
24
RECESSED
N/A
7
STAINLESS
STEEL
TERRACES
O
TEKA
t
A-T9
40
WALL
7'-0"
TERRACES
Beacon Watt Mount
SCoL
OR MORE
5
COPPER
BUG BULB
TOTAL OF
FIXTURES 12
NOTE: ALL MOUTING HEIGHTS ABOVE/BELOW FINISHED GRADE
NOTE;
ALL EXTERIOR OPENINCsS To NAVE
APPROVED IMPACT RESISTANT GLASS
I have reviewed the above and approved it. (Architect or Engineer of recor )
NOTE. Name: Randall 5tafft
PRODUCT APPROVAL INFORMATION (INCLUD INCH 4TT,4TCHMENT&) IS
SUPPLIED B'}' THE MANUFACTURER. RANDALL 5TOFFT ARCHITECTS Certification Number: a(I�011105
TAKES NO RESPOSIBILITY FOR THE ACCL. RACY OF SUCH INFORM.
Product
Model
Manufocturer
Attachment
�I
NOA
MULLIONS
1" MULL
PGT
1/4" TAPCON-
06-0125.06
ROOF
METAL ROOF - -
ENGLERT 2000 ALUM. RF PANELS
8d RING SHANK NAILS (MIN.)6" o
c07-0130.05
SIDING
STUCCO
ON CMU
SOFFIT
STUCCO
ON CMU
HURRICANE PANELS
NONE
�xIVCV a �>=.,c�Lt=V t�i=LULU I
Ex iration Desi n Pressures
6/28/11
3/23/12 -70 psf MAX.
NONE
IO
4'-4' 0 -1, 3'-4 V2"
__ T_2"
6'-@"
20
2" SA
V
c6'v
,n
1�
i±a
853 5,14
W. z 0" TRA1J6�
3'-4 U2"
t "1` �f-PJ 1 " fJ rY'p`I
r ,
2" H GUARDRAU_ ,t,j• i a .., i � ��
4' WITH PICKETS SPACED
O JECT 4" DIA SPRE 0 {� 1
TYP. T}ft_ Ut
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
L ®® L � REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
0 N I N G
WIND PRESSURE
ID Mark
D'101
D'102
D'103
Product _
16_x 8' O.H. DOOR
3' x 8' ENTRY DOOR
PR. 2'-6" x 8'-O" FRENCH DRS
Model
824
CUSTOM
FD-101
Manufacturer
Glass
Attachment
Ex iration
CODE from Sched.
below
ACT.
A p
DAP DR CO.
Ppl tt w
PGT
1 4"x4
ONE
.40 /. 4
a ., 6"Oed e & Max. 12"
a ns 1 C.
1/4"Tapcons Max. 13 O.C.
C. 2 22 11
13
2 13/08
+56.0,-64.0
_7 p
+75,-75
G
D
D201
D202
D203
PR. 2-0"x8'-O" FRENCH DRS
PR. 2'-6"x8'-0" FRENCH DRS
FRENCH DRS
FD-101
FD-101
FD-101
PGT
PGT
PGT
.401 .464
.401 .464
401/.464
1 4 Ta cans Max. 13" O.C.
1 4"Tapcons Max. 13" O.C.
1/4 Tapcons Max. 13" O.C.
2 13 08
2 13 08
2 13/08
+75,-75
+75,-75 —
+75,-75
C
C
C
D301
D'i02
PR. 2'-0N '-8" FRENCH DRS
2'-8"t6'-8" FRENCH DRS
FD-101
FD-101
PGT
PGT
401 .464
.401 .464
1 4 Ta cons Max. 13" O.C.
1 4"Ta )cons Max. 13" O.C.
2 13 08
2 13 08
+75,-75
+75,-75
C
C
W101
W102
2853 S.H.
2820 F.G.
SH400
PW-701
PGT
PGT
5 16" LAM.
7 16" LAM.
1 4'7a cons Max. 13" O.C.
1 /4"To cons Max. 13" O.C.
3 23 11
10 3 07
+80,-80
+80,-80
B
B
W201
W202
W203
W204
W205
W206
W207
2064 S.H.
2020 F.G.
2046 S.H.
2864 S.H.
2820 F.G.
DBL-2064 S.H.
DBL-2020 F.G.
SH-700
PW-701
SH-700
SH-700
PW-701
SH-700
PW-701
PGT
7 PGT
PGT
PGT
PGT
PGT
PGT
5 16" LAM.
7 16" LAM.
5 16" LAM.1
5 16" LAM'
7 16" LAM.1
5 16" LAM .1
7 16" LAM.1
1 4 Ta cons Max. 13" O.C.
1 4" Ta cons Max. 13" O.C.
4"Ta ons Max. 13" O.C.
1 4"Ta cons Mox. 13 O.C.
4"Ta cons Max. 13" O.C.
4"Ta cons Max. 13" O.C.
4"To cons Max. 13" O.C.
3 23 11
10 3 07
3 23 11
3 23 1 1
10 3 07
3 23 11
10 3 07
+80,-80 11
Ll
A B
+80,-80
+75,-75
A B
B
+53,-53
B
+
+80,-$0
+801-80
B
B D
B/D
W301
W302
W303
W305
W306
DBL-2053 S.H.
2040 S.H.
2'-6" x 5'-0" F.G.
2'-6" x 2'-0" F.G.
2853 S.H.
5'-0" x 5'-0" F.G.
SH-700
SH-700
PW-701
PW-701
SH-700
PW-701
PGT
PGT
PGT
PGT
PGT
PGT
5 16" LAM.
5 16" LAM.
7 16" LAM.1
7 16" LAM.1
5 16 LAM,
7 16" LAM.
1 4"fa cons Max. 13" O.C.
1 4"Ta cons Max. 13" O.C.
4"To cons Max. 13" O.C.
4"Ta cons Max. 13" O.C.
t4"focons Max. 13" O.C.
t 4"Ta cons Max. 13" O.C.
3 23 11
3 23 T 1
10 3 07
10 3 07
3 23 11
10 3 07
+75,-75
+'80A/g
+80,-80 _
+$0,-80
+ -80
+90.0,1-90. -
C 11
8W3O4
A _B_
C _
TO MEET THE NEW IMPACT WINDOW REQUIREMENTS, MASONRY OPENINGS ARE NOW GIVEN 1/4" SHIM SPACE
ON ALL 4 SIDES. CLOSE ATTENTION TO OPENING DIMENSIONS IS IMPERATIVE PER STATE BE 'G CODES
ATTACHMENT OF ALL DRS ARE TO BE W/1/4" x 3-1/2" AND 3" EMBEDMENT
ATTACHMENT OF ALL WINDOWS ARE TO BE W/3/16" x 3-1/2" AND 3" EMBEDMENT
l
i
I _ SLAB ABv.
Scala
---p�sr-op .
"X 1
"
10'0°
REMOVED
I REh1OVED
WINDOWS
A/ n WINDOWS
STORAGE
lov Cl-G.
x 10'-G"
- o !
X
�
-
h4
4
A S —
15
HUNG
CEiE *
x 1
a
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o
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a
STO GE=
CEILING 100"
O
O
—
x
L W�R
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4'
8
30X 10,
56 DR
-
13"FI
O -0
10
AR
2 4" 3'-4"
,'_q'
_--
GARAGE
8"
19'-0" x 20'-6"
8„
COVE&D
ENTRY
=
-
I
OVERHANG ABV,
1'-4" 4'-0" 1'-4"-
_L —
8"
GARAGE DOOR --
_ 7 O10 (D
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d
'THIS STRUCTURE } It:1 BEEN DE SICINEt
AND RE:V1E'WED FOR COMPLIANCE OF
FBC 1606.1.4 FOR ONE OFTHE FOLLOWING:
w
INTERNAL WIND PRESSURE r
WINDSORNE DEBRIS PROTF (Int.)
_ �
C i ION
IMPACT RESISTANC`.F, GLA:r!NG _
2�d
ST. LUCIE COUNTY
BUILDING DIV 1 N
REVI W
FOR I
REVIEWED
DATE
P D P RMIT
MUST BE KEPT ON JOB OR '
NO INSPECTION WILL BE MADE
`
AREA CALC'U'LATION
GROUND LEVEL A/C AREA
620
S.F.
2ND LEVEL A/C AREA.
1154
S.F.
3RD LEVEL A� C_`A-RE
/W1D'OW4S-_ Zk A/C AREA
0,115
F.
TOTAL UNDER AIR
981
S
^�- - �—��
GARAGE 2-CAR
434
S.F.
COVERED ENTRY
54
S.F.
GROUND LEVEL PORCH
172
S.F.
2ND LEVEL LANAI
73
S.F.
2ND LEVEL FRONT LANAI
73
S.F.
3RD LEVEL MASTER LANAI
73
S.F.
BALCONIES
135
S.F.
WIDOWS WALK TERRACE
S F.
TOTAL AREA
4,031
S.F.
'
E3
r
nl
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4T.T2' NGVD
4TH LEVEL T.C.INT.TB.
4233' NAVD
43ff NGVD
3RD LEVEL T.07B.
41D'NAVD
42.41' NGVD
3RD LEVEL TD.INT.T.B.
+24'-0"
31.0' NAVD
MWIT.- V-D —
NO LEVEL CEIL. +22'-i&"o -�
LEVEL T.C.TZ, +21' 6"
P -N'Z V —D
BI'NGVD
2ND FLR
la.5'N,4VD
19,97l N�vc> wi�
GROUND CEILAV-0'
17-O'NAVD
18.41' NGVD
GROUND FF.
I.O'NAVI'->
6.41'NGVD
6.0'NAVD
1.41'NGvr-> FIN. GRADE
6.0' AM.9.1-.-FEMA
AR'G
TOWEt_�
MAI
IN
4TH LEVEL T.0.!NT.TJ3,
4233' RAvi5
43.61 N(WID
3f2D LEVEL T,O.TB.
434'-0"
w4v-5 Tl
42.47' NSVZ)
3RD LEVEL T.O.INT.T-fB.
+24'-0"
31.0'NAVD
2ND LEVEL CEIL. +22'-6"
2ND LEVEL T.O.TB.
NAVD
2ND FLR
la.5' NAVD
NGvc)
110NAVE)
NGVD
��-4-4_ F.F,_-1 -2L
4�-O' NAI�C,— --Q�
-T.4'T W3vD FIN. GRADE
N� T- tog
3RD LE,,/EL T-O.TB-
41.0' NAVD
42A-I'NGVE)
3RD LEVEL T,0.lNT,TB,
+24'-V
31-01 NAVD
352-4 TT-RG,,/D
2ND FLR +11'-&"
18.5' NAVD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
GROUND Fr-. -01-01,
Iff NAVE)
1,41, NGVD
u-
4 4v u-
1111
4111W Z� 0
m
u
-A
7- oftk 7
� wq-
Date 3/2,4/04
Fl-� p
AUG 0 3 200-t
SEE STRUCTURAL
SHEETS FOR BEAt-T
INFOri;l'1ATION
--.O' NfS_V.D.
r LGROUND FIN. FLR 0'-0 "
SEE STRUCTU
SHEETS FOR FOUNDA
INFORS IA
MINIMUM
i
CLEARANCE
o A cGU. R^ TOP
... I
- LAG 5CREW5 'I E". PICKET %
i
*Y �.,-cF I ., .
.--.GR -SPaFLE H NDR. L
L.
PER NF P.A. 101 C
j
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I
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Ell—
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5TRINGER
I
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CR END AT TERMINAL POST
2 WAY CLEAN OUT
SEE STRUCTURAL
INFORMATION
FLUl I51IVG; FI&EF_
N.T.S.
4TI-I LEVEL T_OT.B_±44'-0"
- 3RD LEVEL T_O.INT.T.B. +34'-g�
rr-1 3RD LEVEL T_O_TB.
- - - ---- — 41-0' NAVD �J
42.47' NGVD
3RD LEVEL T.O.INT.T.B.
+24'-0"
31.0' NAVD
-FrG VD - ----�
-2ND LEVEL CEIL.
2ND LEVEL T.O_T.B. +2P-ro
28.5' N,4VD - - - —�
29.9 f' NGVD
2ND FLR
i8S' NAVD
19.91' NGVD v
GROUND CEIL.+10_ V
I-70' NAVD �7
18.41' NGVD
GROUND F.F. -0'-0"
-T.0' NAVD
8.4�' NGVD
6.0' NAVD
�.4i' NGVD
6 0' A.M.SL.=FEMA
. I I
u`1 L II
r !
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
,.. AUG 0 Or)J
SEE ANCHOR SCHEDULE
A STRUCTURAL ROOF PLAN
FOR TIE DOWNS
2x4 BLOCKING BETWEEN
TRU55E5- NAIL OR SCREW
OUTRIDERS TO BLOCKING
Al TOP OF BEAM VARIES
(SEE ROOF PLAN)
GALV. METAL DRIP —
OVER P.T. Ix2 CYPRESS
2x6 SMOOTH PAINTED -
CEDAR FASCIA
Ix6 Tar. W. "v" JOIN
SMOOTH CEDAR SOFFIT
4x6 SMOOTH PAINTED -
CEDAR OUTRIGGER
STUCCO FINISH TO LOOK LIKE
HARDY PLANK SIDING
SEE ENLARGED DETAIL AND
SPECIFICATION
SEE ELEVATION FOR LOCATION
U))EATHER RESISTANCE BARRIER
ON 2X2 P.T. FURRING t� 16" O,C.
3RD FLOOR SLAB
u 2ND FLOOR SLAB
FILLED CELLS w/ 05 VERT DOWELS
(SEE PLAN FOR LOCATION
STUCCO ON
8" CONC_ BLOCK
FIN. FLR ELEv.
VARIES
STUCCO
MOLDING
n GRADE BEAM ELEV.
2'-0"
12
4
METAL ROOF ON
ROOFING HOT MOPPED
OVER 300 FELT, TIN TAGGED TO
APA 40/20 19/32" E POSURE I PLYWD.
12
SPRAY FOAM . IN5UL.
BY ICYNENE OR EQUAL
INSULATION
�/"" GYP BD. CLG.
I
-- P.T. 1x3 FIRESTOP CONT.
I ]11 \--- TIE BEAM
I - v
R-4.1 INSULATION TYP.
=-- CORE FILLED W/ FOAM
BY COREFILLED 500
EXCEPT BY GARAGE
(2) LAYERS 3/4" PLYWOOD w/ FELT
BETWEEN B NAILED PER DETAIL D3
�(In • W -
}-; 24" DEEP TOP -CHORD
BEARING TRUSSES
II =
I) GYP BD. CLG.
:FBY
P.T. Ix3 FIRESTOP CONT.
CORE FILLED W/ FOAM
�1 COREFILLED 500
R-4.1 INSULATION TYP.
(2) LAYERS 3/4" PLYWOOD w/ FELT
BETWEEN A NAILED PER DETAIL D3
24" DEEP TOP -CHORD
BEARING TRUSSES
GYP BD. CLG.
- P.T. Ix3 FfRESTOP CONT.
CORE FILLED W/ FOAM
BY COREFILLED 500 (R-19)
EXCEPT BY GARAGE
R-4.1 INSULATION TYP.
%11 GYPSUM $zAfRD1'
ON P.T. Ix3 FURRING
6" GONG. SLAB
SEE STRUCTURAL
PLAN FOR
REINFORCING
_I
�• 2" SLURRY CONCRETE
FLOOR SLAB
S MIL VAPOR BARRIER
I
12" CONC. BLOCK
r�-
GRADE BEAM
SEE STRUCTURAL PLANS
FOR PILING, GRADE BEAMS,
FOUNDATION DETAILS
f l
14 DIA, CAST PILE.
ESTEND PILE REINF.
1'6" INTO GRADE
-
r'r �
BEAM
TYPICAL I —STONY_ WALL SECTION
SCALE 3/4" — V--0
21/2"
1 1/2"
r
_C
ON
s
M
UCCO FINISH T(5 LOOK LIKE
�RDY PLANK SIDING
!E ENLARGED G ETAIL AND
'ECIFICATION
UCCO BAND
4TH LEVEL T.O.INT.T.B,
4233' NAVD
43.8' NGVD
3RD LEVEL T.O.TB_
- +34'-0" _
41.O' NA'✓D -
42.47' NGvD
3RD LEVEL T.O.INT-T.e.
+24'-O"
31.0' NAVD
3'2-iTGvn -
2ND LEVEL GEIL. +22'-6"
2ND LEVEL T.O.TP- +21'-6"
2ii;' NAVD -
29.97' NGVD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
2ND FLR +II'-h"
_ iSb' NAVD
19.9'i' NCxVD -�
GROUND CEILAO'- \J
IZ.O' NAVD �J
18.47 NGVD
GROUND F.F. -0'-0"
1.0' NAVD
-- — 47' NTG\,D —�
- -- GAR_FF_ 1 -O"�
6.0' NAVE)
r.47 NG VD
- Off
GEM x
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1-1
SEAL
rre
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w-no
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[Date 3/24/04
A
F,-'C:;~
AvElt MORE — q
COW:- 5LA5
TOP AT 11'-0"
5EE 57UCT. PLAN
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE: NECESSARY IN ORDER TO
COMPLYWITH ALL APPLICABLE CODES.
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Job No.3/2R,4O/A0R,-]B.H\0Date D
No. of ehte.
v
ELECTRICAL LEGEND
5E4
TH I Lm=HELM
LT I LI
GzFNERAL NOTES:
L SMOKE DETECTORS SHALL 15E INSTALLED
AHEAD OF ALL SWITCHES 4 SHALL ESE
CONNECTED TO $ATHROOM OR KITCHEN
LIG"TINra CIRCUITS AS PER 6F.6.C. 4501B - 1999
AJ.C. CALCULATION
L = LENGTH OF CIRCUIT TO FAULT IN FEET
I • AVAILABLE AIC AT CIRCUIT
C = CONSTANT (FROM TABLE)
V = VOLTS
F- 2xLxI M. i
C x V (I . F) A.I.C. am x l
F- 2 x 40 x 26,154 - 1146
SOW x 240
M. 1
364
(1 • 1.146)
A.I C. - .564 x 26,154 - 13,534
A.I.G. AT SERVICE DISCONNECT 22,000
A.I.C. RATING% OF SERVICE DISCONNECT 22,000
A.I.C. RATING% OF DOWNSTREAM EQUIP, 10,000
TOLUEM
TYPE
SERVICE 120 / 240 Im 3W
MOUNTING FLU51-4
POLES: 40
,HAUST FAN
RU SIDi=
MAIN BUS 125 AMPS
NEUTRAL FULL
MAINS M.L.O.
A.I.G. 10000
125- AMP PANEL '8'
BRKR
WIRE
LOAD (W.)
DESCRIPTION
CKT!
CKT.-
DESCRIPTION
LOAD (W.)
WIRE
BRKR
15A
•14
460
FAMILY ROOM RECEPTS.
1
2
GARAGE LIGHT6
460
14
5/I
15/1
14
460
KITCHEN LIGHTS
3
4
MASTER HALL LICsHTS
460
-14
Ito
6/1
-14
460
FLOOD MASTER CLOSET LTS.
5
6
GARAGE OPENER RECEPT.
460
14
5/1
5/1
'14
460
FOYER LIGHTS
1
8
BEDROOM 2 4FCI RECEPT5.
460
14
5/1
15/1
14
460
DINMC% ROOM LTS.
s
10
MASTER BRM AFCI RECEPT'S
460
14
5/1
15/1
14
460
GAR . OUTSIDE GFI RECEPT'S
11
12
MASTER RM AFCI RECEPT54LT5
460
14
5/1
15/1
14
460
BEDROOM 4 AFCI RECEPTS.
13
14
MASTER RI1 AFCI RECEF $$LTS
460
14
6/1
5/1
14
460
OFFICE LTS
15
16
OFFICE AFCI RECEPfS.
460
14
5/1
IS/1
14
460
BATHS LTS
I,
18
I
I
—
19
--
20
— -- -- - -
d
1500/240 = 33 AMPS
TYPE
SERVICE 120 / 240 10 3W
MOUNTING FLUSH
POLES: 40
MAIN BUS 125 AMPS
NEUTRAL FULL
MAINS M.L.O.
A.I.G. 10000
125- AMP POOL EQUIPMENT
BRKR
WIRE
LOAD (W.)
DESCRIPTION
CKT!
CKT!
DESCRIPTION
LOAD (W.)
WIRE
BRKR
20/2
12
1860
POOL PUMP
1
2
AIR BLOLLER
1o00
12
20/2
9
4
20/2
12
1860
SPA PUMP
5
6
POOL LIGHT
300
12
5/1
5020 / 240 - 21 AMPS
,►
TO POOL LIGNT5
TYPE
SERVICE 120 / 240 Im 3W
MOUNTING FLUSH
POLES: 40
MAIN BUS 200 AMPS
NEUTRAL FULL
MAINS M.L.O.
A.I.C. 10000
200- AMP PANEL 'A'
BR K
WIRE
LOAD (W.)
DESCRIPTION
CKT!
CKT!
DESCRIPTION
LOAD (W.)
WIRE
5W.R.
6012
%
IoJWo
AWA .1 OVEN
I
2
SU3-PANEL
MAIN
,900
-6
50/2
3
4
5012
"6
N/C
AIR COMP.' 1
5
6
COOKTOP
1600
%
50/2
,
8
30/2
10
5000
4"11 - DDRYER
9
to
OVEN
1800
%
50/2
12
25/2
10
4500
WATER WATER
13
44
--
HEAT PUMP
6000
-6
40/2
ib
16
20/2
12
500
DLL
I,
IS
POOL KIT
MAIN
5020
-5
40/2
20/2
12
P500
01511-05A1-
19
20
20/2
12
060
SPRINKLER PUMP
21
22
DRYER
5000
10
30/2
23
24
20/1
-
12
15"
VACUUM RECEPT.
25
26
AIR COMP. - 2
N/C
12
25/2
i
20/1
112
15"
MICROWAVE
21
28
20/I
12
500
? KITCHEN
25
30
W4%ER WCEPT.
1500
12
20/1
20/1
112
Isom
PHONE BOx RECEPT.
31
32
W. GARAGE
1500
12
20/1
20/1
12
1500
DINING RECEPT5.
33
34
FUTURE LANDSCAPE JE
1"0
12
2011
20/1
12
1500
KITCHEN GFI RECEPTS.
35,
36
15ATH GR REC EFTS.
12
20/1
20/1
12
1500
KITCHEN GFI RECEPM.
31
38
HYDRO TUB ti6-_CEPT.
1500
12
20/1
5/1
5!I
--14
-14
460
460
GAR • 00SIDE GMI RECEFT'S
FAMILY ROGM LIGHTS
35
41
40
42
BEDROOM 3 AF--I RECEPIS.
FAMILY RM RECEPTS. •LTS.
—ISoo
— 460
460
14
14
15�
IS/I
43 542 / 240 - 181.4 AMPS
POOL
EQUIP 4r
SPRINKLER
-wCF
I
PLAN
L_J
ELECTRIC METER
E;jN
ELECTRIC PANEL
❑D
A/C DISCONNECT
®
240 VOLT RECEPTACLE
DUPLEX OUTLET
4�:.
DUPLEX OUTLET - HALF SWITCHED
W.P.
GF.G.I.
WEAT1-ER PROOF DUPLEX OUTLET
Q
TELEPHONE JACK
-1
TELEVISION JACK
CENTRAL vAC.1405E OUTLET
lj�
WALL SWITCH
3-WAY WALL SWITCH
4-WAY WALL SWITCH
+An
DIMMER WALL SWITCH
PUSH BUTTON SWITCH
WALL OR CLG. MOUNTED FIXTURE
J. BOX L
-(ice
JUNCTION BOX
P.0
PULL CORD FIXTURE
®
RECESSED LIGHT FIXTURE
VP. ®
VAPOR PROOF REECESSED FIXTURE
F --I
FLOURE5CENT LIGHT FIXTURE
FLOOD LIGHTS
O
EXHAUST FAN
O
SMOKE DETECTOR
O
THERMOSTAT
ST
SPRINKLER TIMER
INTERCOM
FK—iF�j
SECURITY SYSTEM KEYPAD
J" I
MOTION DETECTOR
3-4/0 COPPER TH HN
— 3--'6 COPPER Tl-INN
IN 2" PIC w/-4 BOND
I-10 GROUND IN 3/4" PVC
M, AhT
200
125 125
' J
MAIN
AMP
AMP
AMF,
DISC.
PNL.
S B
POOL
A2MY,
PNL
EQUIP
.
A.I.C.
I6GIR
8GIR
10.000
40CIR
<"-'8 THHN
FPL _
2--10 T14WN
I
--F
N 3/4" PVC
'4 COPPER IN 12" PVC TO C%ROUND
ROD, FOUNDATION STEEL, $ COLD
WATER SYSTEM
ELECTRICAL RISER
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ZIZ
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-('cr L C-10(9LcP�)4, C- r-)-ol � UgI7bS
S I;N Co p Lt .0 C-- C P-P �= 3S� 3 y 0
46AF-1 CA-P, P_ y? o r = clat S'bU
CoP = 0 HSPF= 81 I 5eGrL=/Vl oa
�`?5. 2
� ,-D c4,o I -r i 5�H LI X yZo o 0 -D � Lcn> 1 i (lJ L) R QI 34
Coc?(_r^j� CPP, = 3a., 3a0
co0L_( c..-AP=aLIiS-a0
CoP = 3. sc, H 5PF = g,S-
-�la-ZL. ,
zcey CPM
m
lb11\G
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14l-AN
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t--1 I L_ L. I S JA 1EE- :s . L O -7709 W P 1 >< ,2_S O/J c�
SCALE: APPROVED BY DRAWN BY
DATE: 5` 3 (� % C-pG 0 ti11 QI U -bNN 02C,
rJ Pt\ S PI"\ a— Co Nv ► 4 OM i R1-
33Lt5'13 -29LA BDi
DRAWING NUMBER
MMYRN WL P#aW7rIlS7 No. 185A-24X36