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":2 T W/ VINYL VENTILATED WIRE SHELF
P = VENT (SMOOTH TYFIE) TO OUTSIDE
1*00-S VENTILATED VINYL WIPE SHELF
poo4 R-11 INSULATION BETWEEN GARAGE AND A/C
pooS (oo SO.IN. SLr_ VENT W/ SCREEN 6 FLm, LEVEL
poor, 42" IQ-EE WALL
p0g)l pLANT SHELF ABOVE
pooa 1'-6" WALL
I-00s MIRRORED
polo pANTRy W1 5 SHELVES
poll ONEN W/ El 8WEI-VF5
P012 22" )< 36" ATTIC ACCESS W/ L16HT 4 SWITCH
F,013 1 1/2,, >< a,, WD, RAILIN� * 2" F`ICKET 0 5" OC-
P014 rsLSBLK (I I-IRFIRE RATED WHERE REQUIF;�er))
p0jr, PEADER ABOVE
roo, 60 SQAN. VENT 6 GARAGE DOOR e FI-P-LEVEL
poll CABINET ABOVE
polo a. amm
pols TEMPlIm- c%LAS9
B001 REr-Ea6 MEDICINE CA15INET
B002 MARBLE SHELF
moo -A CULTURE MARBLE ROMAN TUB
B004 CULTURE MAROLE SHOWER! PAN
BOOE, REcr-SS SHOWER W1 C5R TILE WALL
Bom I*AEE; SPACE
B001 5AW, OF Dp-AWER BELOW
r,001 DOU15LE SINK W1 [)I6F`O6AL
KOM PArE W1 WOOD AND FAN
K003 REFRIGERATOR
K004 DOUBLE WALL OVER
Kocr� COO-, TOP
KOO( , D1814WASHER
E001 FLECTPICAL IIANEL
Eoo2 ELE�CTRIC METIER
1 003 A I /r_C40MrRESSOF,
r=vO4 WOT WATER HEATEP. AT FIN, FLR LEVEL
E00r, F),.70L InUMp/EaJIFTMENT
E006 WI4)RLpOOL FUMP
E001 cl�NTRAL VACUMN
Eooz AIR mANDLrp UNIT
e0ol BW'G WALL WD_ STUDS e 12" OC�
q0v2 5WIG WALL WD. STUDS 6 16" 0,C,
GFENrERAL NOT I
1, ALL WINDOWS AND SLIDING Doop CILASS 61-IAI-L
BE pER ENefP43Y cALCS,
2. p�vir>Fbo eaN. or SCREENED BLOCj-1 VENT
AT BLOCK WALL IN GAP-4G5 AT FLOOR LEVEL.
3. DlqyFp MUST VENT ro OUTSIDE.
4� SET WCrWATER HEATER AT rlt�l_ FLFe- LEVEL
5, ALL MECHANICAL PANS MUST BE VENtED TO
OUTSIDE.
r,, ALL BATH ROOM FLOOR AND BASE SHALL BE
Imf-ERvIOU6 MATERIAL WHERE FRE61UIRED BY
LOCAL BUILDING CODF�
1, "vAc CorlTRACTOIR TO FROvIl:)E ELECTRICAL
5RFAyr-_Rq IN AIR HANDLER
0, ALL BATHROOM FIXTURE OUTLETS TO BE 00"AFP
oR As FER BUILDER 6FFCIFICATION5.
pRovIpE RECFPTACAL FOR MICRO/HOOD FAI�l
r,r,,- Arr, CENTER RANCriE SPACE.
10, SMOKE DETECTOR-56HALL BE HARD WIRE IIfZ>\/
W1 BATTERY BACK UP. MULTII=LE DETECTORS
SHALL 51E IN'tfEpCONNECTF_D.
I,. ALL WATER cLot��TS, LAVATORY, SHOWFRHEAD6,
URINALS AND SINKS COMPLY WITH TABLE 46-IR2
ors):.5,c, 1SS2 EDITION
12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
. IN ARr=A. THE BOTTOM
IN HEIGHT, AND 5.1 SOFT THAN J_,I"
or THE OpENING SHALL BE NOT MORE_
OFF TWE FLOOR.
AP,9A CALCULATION
LIVING AF-EA A/C
Ia4l
ea� FT,
I �71* FLOOF,
10,E)3
60�
5T�
2 NQ FLOOR
154
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COVERED ENTRY
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co'VER51D FATIO
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TOTAL AREA
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Equipment Sch ulo
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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.
sGpit0ED
BY
tzzz')L/A—N st-Lu6'ecOun'v
<5"lr NOT56
PO01 CL05ET W1 VINYL VENTILATED WIRE SHELF
F-002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE
f-003 VENTILATED VINYL WIRE SHELF
P004 R-11 INSULATION BETWEEN GARAGE AND A/C
1-005 120 60�114� ELK VENT W/ SCREEN a FLIQ. LEVEL
POO& 42" KNEE WALL
POO1 PLANT SHELF A50VE
POOS, 71'-6" WALL
POO�b MIRRORED
POIO PANTRY W/ 5 SHELVES
P011 LINEN W1 rp SHELVES
P012 22" X 36" ATTIC ACCE55 W1 LIGHT 4 SWITCH
POIB 11/2" X 5" WD. RAILING 4 2" PICKET 0 5" OC-
P014 61-6.15ILK. (I HIRFIRE RATED WHERE REOUIREP)
PLO15 HEADER A50VE
P016 120 5Q.IN. VENT � GARAGE DOOR v FI-RLEVEL
POII CABINET A15OVE
POIt3 5'CEILIN6
POM TEMPER GLASS
5001 RECESS MEDICINE CAE51NET
5002 MARBLE SHELF
15003 CULTURE MARBLE RONAN TUB
5004 CULTURE MARBLE 5HOWER PAN
15005 RECESS SHOWER W/ GER. TILE WALL
5006 KNEE SPACE
BOO1 15ANG OF DRAWER 15ELOW
KOOI DOUBLE SINK W1 DISPOSAL
K002 RANGE W/ HOOP AND FAN
K003 REFRIGERATOR
K004 DOUBLE WALL OVEN
K005 COOK TOP
KOO& DISHWASHER
EOO1 ELECTRICAL PANEL
E002 ELECTRIC METER
F003 AIC COMPRESSOR
E004 HOT WATER HEATER AT FIN. FLR. LEVEL
E005 POOL KMP/1SaUIPTMENT
EOO& WHIRLPOOL FUMP
EOO1 CENTRAL VACUMN
EOO8 AIR HANDLER UNIT
5001 5RNG WALL WD. 5TUP5 0 12" OC.
$002 BRNG WALL WE). 5TUD6 0 16" OC.
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arENIEEPRAL NOTE&
1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL
BE —PER ENERGY CALC6.
2. PROVIDE 120 6Q.IN. OF SCREENED BLOCK VENT
AT BLOCK WALL IN GARAGE AT FLOOR LEVEL.
3. DRYER MUST VENT TO OUTSIDE.
4. SET HOTWATER HEATER AT FIN. FLR LEVEL
5. ALL MECHANICAL FAN6 MUST BE VENTED TO
OUTSIDE,
(P. ALL BATH ROOM FLOOR AND BASE SHALL BE
IMPERVIOU5 MATERIAL WHERE REOUIRED BY
LOCAL BUILDING CODE.
1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL
5REAKER5 IN AIR HANDLER.
5- ALL 15ATHROON FIXTUFZIE OUTLETS TO BE SO" AFF
OR AS PER BUILDER SPECIFICATIONS.
it.:OROVIDE RECEPTACAL FOR MICRO/HOOD FAN
E,5" AFF� CENTER RANGE SPACE.
10. SMOKE DETFGtORS SHALL BE HARD WIRE IIOV
W1 BATTERY BACK UP. MULTIPLE DETECTORS,
SHALL 15E INTERCONNECTED.
11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD6,
URINALS AND SINKS COMPLY WITH TABLE 46-R2
OF SF15C. Iei.�2 EDITION
12. EGRE65 WINDOWS SHALL HAVE A CLEAR OPENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND 5.1 6QFT, IN AREA. THE BOTTOM
OF THE OPENING SHALL BE NOT MORE THAN 4411
OFF THE FLOOR.
AREA CALCULATION
LIVING AREA A/C
1653
5Q.
FT�
I 6T FLOOR
1000
5Q.
FT.
2 NE) FLOOR
6153
5Q.
FT.
GARAGE
40(o
5Q.
FT,
COVERED ENTRY
30
6Q.
Ft
COVERED PATIO
Iro
50.
FT,
TOTAL AREA
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WORK
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m;mjjjRrnRyFjrLo IN PICTORS THAT
2 N FD F L L C-) f=> L BE NECESSARY IN ORDER TO
GWIPY WITH AlL APPUCABLE CME
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ISSUE DATE: -I
SEPTEMBER 29, 1998
REVISIONS DATE:
February 12, 1999
JOB NO:
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I aIENM4�. NOTrz& I
1. ALL WINDOWS AND SLIDING DOOR GILA55 5HALL
BE _I -ER ENERGY CALCS.
2. PROVIDE 120 6Q,IN. OF SCREENED BLOCK VENT
AT BLOCK WALL IN GARAGE AT FLOOR LEVEL.
3. [DRYER MUST VENT TO OUTSIDE,
4. SET HOTWATER HEATER AT FIN, FLR, LEVEL
5. ALL MECHANICAL FANS MUST BE VENTED TO
OUTSIDE.
6. ALL 15ATH ROOM FLOOR AND 15ABE SHALL BE
IMPrRVIO06 MATERIAL W"rRrE REQUIREF> BY
LOCAL BUlILDING CODE.
1, HVAC CONTRACTOR TO PROVIDE ELECTRICAL
BREAKERf;) IN AIR HANPLEER.
& ALL BATHROOM FIXTURE OUTLETS TO 15E eo" AFF
OR AS PER BUILDER 5PECIFICATIONS�
t. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN
65" AFF. CENTER RANGE SPACE.
to. SMOKE DETECTORS 5HALL BE HARE) WIRE IIOV
WY BATTERY BACK UP. MULTIPLE DETECTORS
SHALL BE INTERCONNECTED.
11. ALI- WATER CL05ET5, LAVATORY, SHOWERHEAD5,
URINAL6 AND SINKS COMPLY WITH TABLE 4&-R2
OF 5.FE.C. i5iB2 EDITION
12. EGRESS WINDOWS 5HALI_ HAVE A CLEAR OPENING
OF NOT LEz,6 THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND 51 SOFT. IN AREA. THE BOTTOM
OF THE OPENING SHALL BE NOT MORE THAN 44"
OFF THE F�OOR_
AR�RA CALCULATION
LIVING AREA AIC_
15.30
FT-
GARA(GE
230
60.
FT.
COVERED EIIITRY
30
50.
FT.
COVERED PATIO -
115
&Q.
FT.
TOTAL LIWIER ROOF
IW5
5Q.
FT.
KLY NOTES
Pool CL05ET til/ VINYL VENTILATED WIRE SHELF
POO2 DRYER VENT (SMOOTH TYPE) TO OUTSIDE
P003 VENTIL.�E:D VINYL WIRE SHELF
P004 R-11 lNeULATION BETWEEN GARAGE AND All::
F-005 00 5QIN. t5LK VENT W1 5CRMEN iii FLR� LEVEL
P009, 42" KNEE WALL
Pool PI -ANT SHELF ABOVE
P008 V-6` OALL
poob MIRRORED
P010 PANTR4r W1 �, SHELVES
Poll LINEN W/ 5 5HELVES
P012 22")- 3o" ATTIC ACCESS W/ LIGHT 4 SWITCH
P013 1 1/2" X 0" WD. RAILING 4 2" PICKET 0 5" OC.
P014 Gl_5BLK (I HRFIRE RATED WHERE REQUIRED)
P015 HEADER AE50VE
P016, o0 SQIN. VENT 4 GARAGE DOOR 6 FI_RLEVEL
poll CABINET ABOVE
1-018 WCEILIN6.
P012 TEMPER (11-ASS
Boot RECESS MEDICINE CABINET
5002 MARBLE SHELF
1500!� CULTUREMAROI-E ROMAN TUB
5004 CULTURE MARBLE 5HOWER PAN
15005 RECE55 SHOWER W1 CER. TILE WALL
B006 KNEE SPACE
32 CFM
90
135
r 190
go 260
low 340
ir 560
14r 835HESE PLANS AND ALL PF
16" 1400ARE SUBJECT TO ANY C
om"wn Piv FIELD INS
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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2'-3" 1'-4"
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WORK M-411
ORRECTIONS
F
PECTORSTHAT
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1/ -4 11 = I I - CO) I I
ISSUE DATE:
SEPTEMBER 29, 1998
REVISIONS DATE:
February 12, 1999
JOB NO:
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PERMIT/CONSTRUCTION 1DRANxtimG A�2
m
A Iillllem PRO' "ce -1
,;2f e� � K CL K
CASTLEP NES TOVVNHOMES
1. GENERAL
1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE NTH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY
LOCAL REGULATIONS.
1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. N011FY THE ARCHITECT OF ANY DISCREPANCIES
OR INCONSISTENCIES.
1.3. DO NOT SCALE DRAWINGS.
1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE
STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS NTH EQUIPMENT PURCHASED.
1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL
REQUIREMENTS.
1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER.
1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN.
1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS
AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE NTH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE
ENGINEER.
1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC
WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO
COMPLY WITH CONSTRUCTION DOCUMENTS.
1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED 'APPROVED"
BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW.
2. DESIGN DATA
2.1. LIVE LOADS:
ROOF 20 PSF
2.2. DEAD LOADS
ROOF 35 PSF (SPANISH TILE)
15 PSF (ASPHALT SHINGLES)
2.3. WIND CODE: ASCE7-98
WIND VELOCITY 120 MPH
EXPOSURE: 8
ENCLOSURE: ENCLOSED
IMPORTANCE: 1.00
2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.)
3. FOUNDATIONS
3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL FILL NTH CLEAN SANDY SOIL.
3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED
BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12".
3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.
3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED
SOIL.
4. CONCRETE UNIT MASONRY
4.1. CONFORM TO THE ACI 530.1-95/ ASCE I TMS 602-95, OSPECIFICAIION FOR MASONRY STRUCTURES'.
4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH fm = 1900 PSI AT 28 DAYS. (BASED ON NET
AREA)
4.3. MORTAR SHALL BE TYPE M OR S.
4.4. REINFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16" O.C. MEASURED
VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS.
4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE NTH 6- WIDE CONTINUOUS STRIPS OF
1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013' ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS
WILL NOT BE PERMITTED.
4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK
WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE
CONTINUOUS AND LOCATED IN CENTER OF CELL.
4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED NTH GROUT.
4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN Be AND 11".
GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS
4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE NTH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95,
"SPECIFICATION FOR MASONRY STRUCTURESO, PART 3 - EXECUTION
4.10. AT FILLED CELLS. LAY UNITS WITH FULL BED JOINTS AROUND CELLS.
5. CONCRETE AND REINFORCING
5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99),
5.2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED:
FOUNDA11ONS 3000 PSI
SLABS ON GRADE 3000 PSI
5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWSE NOTED:
SLABS ON GRADE 3/4'
FOOTINGS 3"
5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN
WITH VERTICAL BULKHEADS.
5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION.
5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REmSION.
5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE NTH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION.
5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN.
5.9. LENGTH OF LAP SPUCES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.
5.10. AT CHANGES IN DIRECTION OF TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL.
5.11. PROVIDE 1-#4x 5'-0" BAR AT RE-ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS.
5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3- O.C. EACH SIDE OF PIPE, UNLESS OTHERWSE
NOTED.
5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0- 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT
ANGLES TO BEAM.
5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS.
5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 ED11ION OF THE STANDARD BUILDING
CODE.
BU LD NG 109
LOTS 109� 110� 111� 112� iij� 114
STRUCTURAL GENERAL NOTES
6. PREFABRICATED WOOD TRUSSES
6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTNANT DESIGN CRITERIA REQUIRED BY THE 2002
FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE
COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED.
6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A
MEMBER FIRM OF TPIL
6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED
STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE
PREPARAT10N OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL
CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE
TRUSS ASSEMBLY.
6.4. INSTALL TRUSSES WTH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE
DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE
NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT.
6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY.
7. WOOD
7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS.
7.2. ROOF SHEATHING SHALL BE 5/8' PLYWOOD PANELS. APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO
OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" D.C. AT END SUPPORTS AND EDGE
SUPPORTS, AND AT 12" D.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL
SPLITTING OF WOOD SUPPORT MEMBERS.
7.3. WALL SHEATHING SHALL BE 1/2' PLYWOOD PANELS, STRUCTURAL 1, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR
MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WTH 10d NAILS AT 4" D.C. AT END SUPPORTS AND EDGE SUPPORTS,
AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF
WOOD SUPPORT MEMBERS.
7.4. PLYWOOD SHALL BE EXTERIOR TYPE NTH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83.
7.5. PLYWOOD MAY BE NAILED NTH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE
WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD
SHEETS NTH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE
CONTRACTOR.
7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE.
7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS.
7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED:
REEETMVE USE MEM ERS
-STUDS & PLATES CONSTRUCT10N GRADE
JOISTS & RAFTERS:
2 X 4 TO 4 X 4 INCLUSIVE NO. 2
2 X 6 TO 3 X 16 INCLUSIVE NO. 2
SINGLE USE MEMBERS
BEAMS:
2 X 4 THICK NO. 2
6 X OR LARGER NO 1
POST & MULLIONS:
4 X 4 & SMALLER NO. 2
4 X 6 & LARGER NO. 2
6 X 6 & LARGER NO. 1
MISCELLANEOUS LUMBER
JILOCKING. FURRING, ETC. NO. 3
7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE NTH GRADING AND DRESSING RULES #16 OF THE WEST COASf
LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%.
7.11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED.
7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS,
7.13. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16- LARGER THAN NOMINAL BOLT DIAMETER.
7.14. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT.
7A5. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC.
7.16. CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" D.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH. USE
2X3 OR AN APPROVED METAL TYPE BRIDGING.
7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED
WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES.
E= 2,000,000 PSI
G= 125,000 PSI
Fb= 2,900 PSI
Fcp= 750 PSI
Fc= 2.900 PSI
Fv-- 290 PSI
Crp= 1.85
7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER
AND ITS FASTENINGSO.
7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL
PRIOR TO THE MODIFICATION OF THE MEMBER.
7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS.
JOISTS OR RAFTERS TO SIDES OF STUDS-80 DEPTH OR LESS---3-16d
JOISTS OR RAFTERS TO SIDES OF STUDS-12' DEPTH OR LESS--4-16d
JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE____3-8d
STUDS TO BEARING- TOE NAILS EACH SIDE- _8d
BLOCKING BETWEEN JOISTS OR RAFTERS
TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END---2-10d
TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE-- 2-10d
BLOCKING BETWEEN STUDS EACH END -TOE NAILS __-2-10d
END NAILS ____2-16d
PROGRESSIVE BLOCKING
RAFTER TO BLOCK & BLOCK TO CONT. NAILER ______2-16d
MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 40) _16d 0 240 O.C.
RIBBON TO STUDS
1" x RIBBON
2" x RIBBON
16d
DOUBLE TOP PLATES
LOWER PLATE TO TOP OF STUD________16d 0 16" D.C.
SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE---6-16d
UPPER TO LOWER PLATE AT INTERSECTIONS----3-16d
JOIST TO BRIG., TO NAIL--
____2-16d
BRIDGING TO JOIST, TOE NAIL EACH END_____2-16d
STUD TO SOLE PLATE, TOE NAIL ________2-16d
DOUBLE STUDS, FACE NAIL ------J6d
0 24" D.C.
DOUBLE TOP PLATES, FACE NAIL-- - -
- - - - 16d 0 16" D.C.
TOP PLATE LAP & INTERSECTIONS, FACE NAIL ___-2-16d
JOIST, LAP OVER PARTITIONS, FACE NAIL - ---3-16d
1" BRACE TO EACH STUD AND PLATE, FACE NAIL--
9-8d
8. MISCELLANEOUS
8.1. EXPANSION ANCHORS SHALL BE HIL-n "KWK-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
8.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 1500 OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE NTH THE MANUFACTURER'S
INSTRUCTIONS.
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
WILDING 101�
CASTLEFINES TOUNHOMES
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/
WILDING 10c�
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8002 5WG WALL WD. STUDS I&' Ojr,-
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IBF= PER ENERGY CALCS-
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4. SET HOTWATER HEATER AT FIN. FLR. LEVEL
5. ALL MECHANICAL FANS MUST 5E VENTED TO
OUTSIDE.
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IMPERVIOUS MATERIAL WHERE REQUIRED 5Y
LOCAL 5UILDING CODE.
1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL
5REAKERS IN AIR HANDLER
8. ALL 5ATHROOM FIXTURE OUTLETS TO 5E 80"AFF
OR AS PER IBUILDER SPECIFICATIONS.
13. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN
ror7' A.F.F. CENTER RANGE SPACE.
10- SMOKE DETECTORS SHALL 5E HARD WIRE IIOV
W1 5ATTERY 5ACK UP. MULTIPLE DETECTORS
SHALL 5E INTERCONNECTED.
11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS,
URINALS AND SINKS COMPLY WITH THE STANDARD
PLUM51NG CODE ISS4 ED
12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND 5.1 SQ.FT. IN AREA. THE 50TTOM
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13. OMITTED
14. LUM5ER AND GRADE SHALL 5E 5.P.F. 02 NO =1000�
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LIVING AREA A/C
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TOTAL UNDER ROOF e05 SQ. FT.
FLOOR PLA
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THESE PLANS AND ALL PROPOSED WORK
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
WILDING 10'3
C?421
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CASTLrEFINES TOWNHOMES
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A W N B Y:
RNF
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CASTLrEFINES TOWNHOMES
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03750-00147
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12/05/03
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P014 GLS.5LK- (I HRFIRE RATED WHERE REQUIRED)
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E005 POOL PUMP/EQUIPTMENT
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E008 AIR HANDLER UNIT
8001 EIRN'G WALL WD. STUDS a 12' Or-
5002 5FEN'G WALL WD. STUDS 0 lro' O.C.
GENERAL NOTES
1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL
5E PER ENERGY CALCS.
2. OMITTED
3. DRYER MUST VENT TO OUTSIDE.
4. SET HOTWATER HEATER AT FIN. FLR. LEVEL
5. ALL MECHANICAL FANS MUST 5E VENTED TO
OUTSIDE.
b. ALL 5ATH ROOM FLOORAND 5ASE SHALL 5E
IMPERVIOUS MATERIAL WHERE REQUIRED 5Y
LOCAL 5UILDING CODE.
-1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL
5REAKERS IN AIR HANDLER
&ALL 5ATHROOM FIXTURE OUTLETS TO 15E BO- AFr-
OR AS PER IBUILDER SPECIFICATIONS.
S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN
65" AFF. CENTER RANGE SPACE.
10. SMOKE DETECTORS SHALL EBE HARD WIRE 110V
W1 5ATTERY 5ACK UP. MULTIPLE DETECTORS
SHALL BE INTERCONNECTED.
11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS,
URINALS AND 5INKS COMPLY WITH THE STANDARD
FLUM51NG CODE 1994 ED
12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND 51 SQFT. IN AREA. THE 50TTOM
OF THE OPENING SHALL 5E NOT MORE THAN 44"
OFF THE FLOOR.
13. OMITTED
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AREA C/ A \ I .CULATION "C"
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2ND FLOOR
GARAGE
COVERED ENTR"r
COVERED PATIO
TOTAL UNDER ROOF
le�a3
1000
&03
140�a
30
7&
SQ. FT.
Sa. FT.
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
21'�5 Sa. FT.
b2'-O-
26'-0" L
p q
DECK
1 1, .-0
1. 3'-2" Y-5"i, 6--2" 2'-6" 1, 6'-2" Ll'-5" L S-2
2'-3-
268H
60008= WA=AN
6090OW WrAN
268H
00
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12'-0"
4"
13'-04
LIVING ROOM
MASTER BRVI
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
51JILDING IOS
CASTLEPINES TOUNHOMES
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A WN B Y:
RNF
C H E C K E D B Y:
QT
S H E E T T I T L E
FLOOR
PLAN
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1=001 CLOSET W/ VINYL VENTILATED WIRE SHELF
P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE
P003 VENTILATED VINYL WIRE SHELF
P004 R-11 INSULATION BETWEEN GARACiS AND A/C
P005 60 SQ.IN. 5LK_ VENT W1 SCREEN 0 rLR. LEVEL
P006 42' 104EE WALL
P001 PLANT SHELF ABOVE
FOOS WALL
POOS MIRRORED
P010 PANTRY W/ 5 SHELVES
Poll LINEN W/ 5 SHELVES
P012 22' X 3ro' ATTIC ACCESS W1 LIGHT 4 SWITCH
P013 1 1/2' X S' WD. RAILING 4 21 PICKET o 51 O.C.
P014 GLS.5LK (I HRPIRE RATED WHERE REQUIRED)
POMP HEADER A50VE
P011 CABINET A50VE
1-018 WCEILNG
F20113 TEMPER. GLASS
5001 RECESS MEDICINE CA51NET
5002 MARBLE SHELF
5003 CULTURE MARBLE ROMAN TUM
5004 CULTURE MARBLE SHOWER PAN
5005 RECESS SHOWER W/ CEfR_ TILE WAI L
5006 KNEE SPACE
5vol BANG Or DRAWER BELOW
K001 DOUBLE SINK W1 DISPOSAL
K002 RANGE W/ HOOD AND PAN
K003 REFRIGERATOR
K004 DOUBLE WALL OVEN
K005 COOK TOP
KOO& 010-44WASHER
E001 ELECTRICAL PANEL
E002 ELECTRIC METER
E003 A/C COMPRESSOR
E004 140T WATER HEATER AT FIN. FLR. LEVEL
E005 POOL FL"P/F-QUIPTMENT
E006 WHIRLPOOL PUMP
E001 CENTRAL VACUMN
EOOS AIR HANDLER UNIT
5001 5RN'G WALL 10. STUDS 6 12' O.C.
5002 51l WALL WD. STUDS 0 16' O.C.
GENERAL NOTES
1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL
BE PER ENERGY CALCS.
2. OMITTED
3. DRYER MUST VENT TO OUTSIDE.
4. SET HOTWATER HEATER AT FIN. FLR. LEVEL
5. ALL MECHANICAL FANS MUST BE VENTED TO
OUTSIDE.
ro.ALL BATH ROOM FLOOR AND 1545E SHALL BE
IMPERVIOUS MATERIAL WHERE REQUIRED BY
LOCAL BUILDING CODE�
1. HVAC CONTRACTOR TO F'ROVIDE ELECTRICAL
BREAKERS IN AIR HANDLER.
a. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF
OR AS F'ER BUILDER SF`ECIFICATIONS.
S. FROVIDE RECEFITACAL FOR MCRO/HOOD FAN
ro 5' A.F.F. CENTER RANGE Sf=ACE.
10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV
1111 BATTERY BACK UF. MULTlFDLE DETECTORS
SHALL BE INTERCONNECTED.
11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS,
URINALS AND SINKS COMf=LY WITH THE STANDARD
FDLUM51NG CODE 1994 ED
12. EGRESS WINDOWS SHALL HAVE A CLEAR OFDENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND 5.1 SQFT. IN AREA. THE 50TTOM
OF THE OFDENING SHALL BE NOT MORE THAN 44'
OFF THE FLOOR.
13. OMITTED
14� LUMBER AND GRADE SHALL BE S.FF. 02 Flo --1000
AREA CALCULATION
11 D
LIVING AREA A/C
le47
SQ. FT.
IST FLOOR
ioeB
SQ. r-t
2ND FLOOR
-15.4
SQ. FT.
GAR -AGE
254
50. FT.
COVERED ENTRY
(c i
SQ. FT.
COVERED PATIO
eo
SQ. FT.
TOTAL UNDER ROOF
2252
SQ. FT.
7��_
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26'-0"
2'-3" L 8'-4" 5" 9" 6'-2- 2'- 1
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
BUILDING 109
CASTLEImINES, TOWNHOMES I
J 0 8 N 0.
03750-00147
I S S J E D A T E:
12/05/03
D R A W N B Y:
RNF
C H E C K E D B Y:
QT
S H E E T T I T L E
FLOOR
PLAN
S H E E T N 0.
Am2.3
2 Nr-> I=LC)C)1R I=LAT*4
KEY NOTES
P00I CLOSET LU/ VINYL VENTILATED WIFZE SHELF
P011 DRYER VENT (SMOOTH TYPE) TO OUTSIDE
P003 VENTILATED VINYL WIRE SHELF
P004 R-11 INSULATION BETWEEN GARAGE AND A/C
F200S 9,0 SQ.IN. BLK VENT W/ SCREEN a PLIR LEVEL
P006 42' KNEE WALL
P00-1 PLANT SHELF ABOVE
F2008 WALL
POOS MIRRORED
P010 PANTRY UU/ 5 SHELVES
poll LINEN W1 5 SHELVES
10012 22' X 36' ATTIC ACCESS U/ LIG�-IT 4 SWITCH
P013 1 1/2' X 8' UUD. RAILING 4 21 PICKET a 51 Oz.
P014 GLSJ5L< (I HRFIRIF RATED WHERE REQUIRED)
10015 HEADER A50VE
POI -I CABINET ABOVE
POIS O'CEILM
POIS TEMPER. GLASS
5001 RECESS MEDICINE CABINET
5002 MARBLE SHELF
W03 CULTURE MARBLE ROMAN TUM
5004 CULTURE MARBLE &HOILIER PAN
13005 RECESS SHOWER W/ CER. TILE WALL
5W6 KNEE SPACE
5007 BANG OF DRAWER 15ELOLU
<001 DOU51-E SINK W/ DISPOSAL
<002 RANGE UU1 HOOD AND PAN
K003 REFRIGERATOR
K004 DOUBLE WALL OVEN
K005 COOK TOP
<00(p DISHWASHER
EOOI ELECTRICAL PANEL
E002 ELECTRIC METER
E003 A/C COMPRESSOR
E004 HOT WATER HEATER AT FIN. rLR. LEVEL
E005 POOL PUMP/EQUIFrl"ENT
E0011e, WHIRLPOOL PUMP
E00-1 CENTRAL VACUMN
E005 AIR HANDLER UNIT
8001 BRN'G WALL UU0. STUDS 0 12' OZ.
6002 5FNG WALL W0. STUDS 6 I(b' O.C.
GENERAL NOTES
1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL
BE PER ENEF!GY CALCS.
2. OMITTED
3. DRYER MUST VENT TO OUTSIDE.
4. SET HOTWATER HEATER AT FIN. FLR. LEVEL
5. ALL MECHANICAL FANS MUST 5E VENTED TO
OUTSIDE.
ro. ALL 5ATH ROOM FLOOR AND BASE SHALL BE
IMPERVIOUS MATERIAL WHERE REQUIRED BY
LOCAL BUILDING CODE.
-1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL
BREAKERS IN AIR HANDLER.
8. ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF
OR AS PER BUILDER SPECIFICAT IONS.
'21. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN
65' A.F.F. CENTER RANGE SPACE.
10. SMO<E DETECTORS SHALL BE HARE) WIRE 110V
W1 BATTERY BACK UP. MULTIPLE DETECTORS
SHALL BE INTERCONNECTED.
11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS,
URINALS AND SIN<S COMPLY WITH THE STANDARZ,-
PLUMBING CODE IcJc34 ED
12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING
OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES
IN HEIGHT, AND r;,.-1 SQ.FT. IN AREA. THE 50TTOM
OF THE OPENING SHALL BE NOT MORE THAN 44'
OFF THE FLOOR.
13. OMITTED
14. LUMBER AND GRADE SHALL BE S.F.F. *2 Flo =10001
I
AREA CALCULATION E
LIVING AREA A/C IE,30 5Q. FT.
GARAr3E 230 SQ. FT.
COVERED ENTRY 3o 5Q. FT�
COVERED PATIO 15 SQ. F-T.
L TOTAL UNDER ROOF IeOE� 5Q. FT.
t ) FLOOR PLAN
A-2-4 ) SCALE: 1 A I1=1'-0 12
3 . t1 V-40 , 11 17'-00 V-4 15'-0" — 4'
L 2 -3 1. g'-10" 2'-3" 1 13'-B" lie
1,11315SH
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S'4 CL�G
4" 1 10'-6"
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5'-4- 1. 4'- 6"
32'-D"
3'-4" 3'-8" THESE PLANS AND ALL PROPOSED WORK
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
BUILDING 10S
CASTLEPINES TOWNHOMES
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A W N B Y:
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2160 NWRESERVE PARKTRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVSIONS 12/03/03
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2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
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Lor Im
-'7—
mom a
Lm 114
1
—j
GA8TLr=I=1Nr=8 TOWNHOMr=8
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A W N B Y:
RNF
C H E C K E D B Y:
QT
S H E E T T I T L E
EXTERIOR
ELEVATION
S H E E T N 0.
Am3.1
ne
WALL LEGEND
TOP [IF WALL @
9'-4'
A.F.F.
TOP OF WALL @
10'-0#
A.F.F.
TOP [IF WALL @
IX-6
3/4' A.F.F.
TOP [IF WALL @
20'-B'
A.F.F.
FLAT CEILING @
10'-0'
A.F.F.
2.5/12 CATHEDRAL CEILING
NOTE:
NO-E .�HE5' LW� WADES El SIDE OF T.J65
�,�&�TS�OASE PLATE W/(2� 3/4' MB T��-EOLTS
T TO MA5, ES'
PADTPK 61DE PLATE LA�) 3/4'M5 TH�.EOLTS
�OTE 2. SETIDO' �-2
�OTE; 71'PICAL 5O�P �DHDR
TO MASON� (UNO)
SEMOO TAPFEI&
(10) Od E,S'
MA� LL. � 13S5 EA, STIeAF
ALL HANGERS LUS26
U.O.N.
2rc� f=LC)C)FZ f=L AN
0=,AL-M. 1/0 -
UPLIFT/CONNECTOR NAILING SCHEDULE
SPAN
GROUP
TYPICAL
UPLIFT
USP
MODEL
NO ' OF
10d NAILS
REMARKS
(.A)
450
TA 20
10
OD
550
TA 20
10
000
TA 20
to
1100
TA 20
10
1339
1 TA 20
10
2400
TA 2
15
2 STRAPS
G
55D
TA 20
10
2 STRAPS
H
520
TA 20
10
1
2840
TA 20
15
0
350
TA 20
10
0
15DO
TA 20
15
D L
87D
TA 20
to
0
400
TA 20
10
IN
3220
TA 20
15
2 STRAPS
0
1440
TA 20
10
_a
430
TA 20
10
COMPONENTS AND CLADDING DESIGN WIND PRESSURES
Design Input:
LXposure ualegary -v
00
Im 1.00
porl.on. Factor (vi -
d Speed -125 mi
Mean Roof Holaht If h�� -As it
TO-9-dr—
Design Output:
Cornponerv!
11001
rmmm
PSF1
I Wall Pmwrm
(PSF1
EffectIvo
Wind Area
Interior Zoos
(Zone 1)
(4.) [-
End Zen
(Zone
W If
Comer Zo
(Z no 3 IT
I
ntorlor Zo
(Zon 41
a End Zone
(Zone 5� 1
_Lsg.;;.l
29
1 -9
29
1 -9
51
51
1 -051
20
27
1
27
as
—
—
B0
23
—
I
E43
2XO0
2
1 —6111
41
WO
2
—5151
M
1000
zi
=301
oo
—W
0 an
< EEMIFI
x
< VRN�,—#5 BAR T&B
#3 0 12" D.C. THRU—OUT
z
< 2 —PRECAST LINTEL
" W
C-4 0- CONIC. FILL SOLID TO BOND BM
—C-4 On
COMPOSITE BEAM
TOP @ 11'—�L
FOR JOIST
2X8 LEDGER
tD8EARLDOCC8KWALL
FLOOR TRUSS
BTM. @ 9'-4'
FLOOR TRUSS
AND LEDGER
TYPICAL FLOOR DETAIL
SCALD 3/41=1'0'
WALL LEGEND
F-- TOP OF WALL @ 9'-4' A.F.F.
� w
x X- x x X.x- TOP OF WALL R 10'-0' A.F.F.
WAL
ZOE b R30F 1111TIODUR ZONE
ZONE a MF Do ZONE
ZIDE 3 ROW cam zix
ZONE 4. w&L inum zuk
ZONE 5 W&L END ZONE
0 ROOF NOE
. EUiCOM ZONE WMTH
HIP ROOFS
—1 11VII
111W n RIM n
4se
L ,, ",M10
11110
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
51JILIDINCis 109
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CASTLEfzINF-5 TOLLNIHOMES
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03750-00147
I S S U E D A T E:
12/05/03
D R A W N B Y:
RNF
C H
E
C
K
E
D B
Y:
QT
S H E E T T I T L E
TRUSS
PLAN
S H E E T N 0.
SC --,AL— M -
F=:'L,4N
I /9!� 0 - I , — 92P "
M11WA I
A I
UPLIFT/CONNECTOR NAILING SCHEDULE
SPAN
GROUP
TYPICAL
UPLIFT
USP
MODEL
NO. OF
10d NAILS
REMARKS
450
TA 20
10
550
TA 20
10
800
TA 20
10
D
1100
TA 20
10
1339
TA 20
10
2400
TA 20
15
2 STRAPS
550
TA 20
10
2 STRAPS
_CH�
620
TA 20
10
(D
2840
TA 20
15
2 STRAPS
350
TA 20
10
1500
TA 20
15
870
TA 20
10
_CmT
400
TA 20
10
0
3220
TA 20
15
2 STRAPS
0
1440
TA 20
10
430
TA 20
10
COMPONENTS AND
Design Input:
CLADDING DESIGN WIND PRESSURES
Exposure Category =U
Impprtance Factor 1 1.00
Basic Wind Speed V ==125 rnpl�
Roof Height h =1 8 ft
Building Type Enclosed
End/Corner Zone Width ( a )4--ft
Roof Angle (o) = 23 deg
Internal Pres. Coeff. ( GCpi 0.18
-Mean
Design
Output:
Component-
Roof Pressure
(PSF)
Wall Pressures 7PSF)
Effective
Wind Area
(SQ.FT.)
Interior Zome
(Zone 1)
(+) (-)
End Zone
(Zone 2
(+) (-�
Corner ZoreInterior
(Zone 3�
(+)
Zome
((Zone 4�
+)
End Zone
(Zone 5
(+) (-�
10
29
-46
29
-97
29
-97
51
-55
51
1 -68
20
27
-45
27
-89
27
-89
48
- 53
48
-63
50
23
-43
23
-77
23
-77
45
-50
45
-57
100
21
-42
21
-68
21
- 68
43
-47
43
-53
200
21
-42
21
-68
21
-
41
-45
41
-48
500
21
-42T
2-1
-68
21
38
-42
38
1000
--2T—
—
181
3
—
36—
_42�
__LLj
CD
Of
CD
N
N
COMPOSITE BEAM
5 BAR T&B
3 @ 12" O.C. THRU-OUT
RECAST LINTEL
ONC. FILL SOLID TO BOND BM
WALL__LEGEND
TOP OF WALL @ 9'-4' F.F.
TOP OF WALL @ 10'-0' A.F.F.
TOP OF WALL @ 13'—G 3/4' A.F.F.
TOP OF WALL @ 20'-8' kF.F,
FLAT CEILING @ 10'-0' A.F.F.
2.5/12 CATHEDRAL CEILING
NOTE:
NOTE - 1. '4AUC.HE5' UjLUUC W/AID515 EA. SltDr 0- TfRUSS
F45TEN jpAer.,�JAT& WI(2) �14` 1'15 THRU-EOLTS
1/2" EOL TO
(14) lod F�5.
rASTEN elDr PLATE W/(2) 3/4" ME
'�OTE - 2. "SrMCO' 5�,f'2
NOTE: T� f-IC4L STRAF ANC;k4OR
TO "A50NRT (UNO)
SEMCO TAFR21(
(10) ]Od r.Fl.
m4x U.L. = 139�' E-A. 5-RAF
ALL HANGERS LUS26 U.O.N.
TOP @ 11'-4'
FOR JOIST
/-2XB LEDGER
BLOCK
EARING WALL
FLOOR TRUSS
BTM. @ 9'-4'
-tj
FLOOR TRUSS
AND LEDGER
TYPICAL FLOOR DETAIL
SCALE, 3/4'=I'O'
WALL LEGEND
TOP [IF WALL @ 9'-4' A.F.F.
TOP OF WALL R 10'-0' A.F.F.
WALLS
zix b m DITUM zix
ZIX a MF BE ZME
zix 31 11113F cam Ax
mx * w&L BE= EK
MX 31 W&L EM ZME
07 NG_E
END/C1311ill3l ZIX VDITH
UID DnnC'
OWM!mi - -i
L 0
1211
RUSS PLAN
A-4.1) SCALE: 1/4 =1 0
D
T,4
T-) l��
b
0
a
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2 4 O.C
EA, eTR,4F-
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NOTI
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(2)
CHelr_
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'x
Kx
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OONCf��ETE TO WOOE:)�'
U5F t-TTe, 215
ON TRI,156 FGI
U
L�,5F'TA20,E 24" O.C.
(10) 106 F,4. 5TiR,4f=
elE)t
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BE
MNIG
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TO W
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THESE PUNS AND All PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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AA0002369
DEC 0 8 2003
R. QUINN PJRNER
Drawing Not Valid Unless Signed,
Sealed & Doted By Registered Professional
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KOLTER SIGNATURE HOMES
2160 NIN RESERVE PARK TRACE
PORT ST. LUCIE, FL 34986
OFFICE: 772.468.4703
FAX: 772.468.4603
NO. REVISIONS DATE
1 PLAN REVISIONS 12/03/03
5UII-Z)ING 10c2l
Lw IM I Lm M I un to I Lw its I Lw 114
CASTLEfzINES TOWNHOMES I
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A W N B Y:
RNF
C H
E C
K
E
D B
Y:
QT
S H E E T T I T L E
TRUSS
PLAN
S H E E T N 0.
m
Am4.1
TOP P 11'-4'
F13R JOIST
/-2XI3 LEDGER
FLOOR TRUSS
BTM. 11 9'-4'
rLUUR TRUSS
-�8'
BLOCK
AND LEDGER
BEARIING WALL
TYPICAL FLOOR DETAIL
SCALE, 314'=Y(r
WALL LEGEND
TOP OF WALL @ 9'-4' A.F�F.
IN K V �x K
- — - — — — - TOP OF WALL @ 10'-0' A.F.F.
z3E 1, Raw INTERIOR Zx
ZONE b RW 01111 ZONE
Zx 3. Rff CONNER ZWE
MINE 41 VALL DITERIER ZONE
ZONE 5 VAL DO ZONE
NOW ANGLE
namwm ZONE Wolff!
10 onnrc
UPLIFT/CONNECTOR NAILING SCHEDULE
SPAN
GROUP
TYPICAL
UPLIFT
USP
MODEL
NO. OF
10d NAILS
REMARKS
450
TA 20
10
550
TA 20
10
7T800
TA 20
10
0
1100
TA 20
10
7�-
1339
TA 20
10
7T2400
TA 20
15
2 STRAPS
550
TA 20
10
2 STRAPS
620
TA 20
10
0
2840
TA 20
15
2 STRAPS
(D
350
TA 20
10
1500
TA 20
15
870
TA 20
10
400
TA 20
10
3220
TA 20
15
2 STRAPS
1440
TA 20
10
430
TA 20
10 1
COMPONENTS AND
Design Input:
CLADDING DESIGN WIND PRESSURES
Exposure Category
Importance Factor MID
Basic Wind Speed ( (V i A50
Mean Roof Height ( h =18 ftilpinternal
11 ng Type =---Enclo
J�Cflor' sed
End ner Zone Width ( a )4=ft
Roof Angle (0) = 23 deg
Pores. Coeff. ( GCDi 0.18
Design Output:
Componeni
Roof Pressures
M
Wall Pressure SF
Effective
Wind Are"
(SQ FT.)
Interior Zoiie
(Zone
(+)
End Zone
((Zone
+) 2�
Zoreinteror
((Z one 3
+)
Z
(Z ne 4-11's
+)
Lnid 9 Pne
(Zone 5
10
29
- 6
29
-97
29
- 97
51
-55
51
-68
20
27
-45
-=43
27
-=89
27
-89
48
-53
48
-53
50
23
2-3
-=77
--2-T
-=77
4-5
-=50
4-5
-=57
100
21
-T--
42
----
2-1
-=68
2-1
- 6-8
4-3
-=47
43
-53
2 00
1
-42
2-1
-
—,(j—
---4-5
---4'U
500
21
--2T---
::�2�21
68
21
-68
38
-=42
3-8
---42-
1000
--- 0
--3E-
----4'7
--JIF
---*47
—LLJ
CD
Of
CD
Z
z
Lli
CN CIL
COMPOSITE BEAM
BAR T&B
@ 12" O.C. THRLI—OUT
CAST LINTEL
IC. FILL SOLID TO BOND BM
WALL LEGEND
TOP
OF
WALL
@
9'-4'
A.F.F.
TOP
[IF
WALL
@
10'-0'
A.F.F.
TOP
OF
WALL
@
13'-6
3/4' A.F,F.
TOP
[IF
WALL
@
20'-8'
A,F.F.
FLAT CEILING 122 10'-0' A.F.F.
2,5/12 CATHEDRAL CEILING
NOTE:
NOTE - 1. 'HL�IHE5' WMC WAD513 EA. 51:)E OF TR�58
F45TEN
SC�F45E�17LATIE UJ/(2) 3/4" ME THRU-15OLT5
TO a ES
(14) 1011 E.&
rA5TEN 5�DE P�ATE W/(2) 3/4' M5 THRU-50L-6
NOTE - 2. 5EMCC" 5�-P2
NOTE: TT'FICAL &TRAF ANCHOR
To M45ONR� (UNO)
5EMCO TA-RVI�
(0) Od ES�
MAX Jl- = 13�5 EA. 6TRAF
ALL HANGERS LUS26 U.O.N.
12'-8" 13'-4"
TOP OF IBM. 11-4'
8XE4
CONCRETE BEAM BTM. 9'-4'
00
x
No
00
No
Li
.0
x
cu
01
No
x
x
x
x
No
—24' DUCT CHASE
x
x
x
Al—L. FLOOR I
x
(1) LISID RT24
(4) NAILS EACH
Ln
No
X
2X6 LEDGER TOP @ ll'—O 1/24--/
No
x
x
rx
No
No
No
El 9
> f
No
X
1/2'
No
No
DBIL. 2X8 LEDGER TOP )IK ill
FI R
x
FI 7
x--
No
ODD SPACE FL4
No
No
x
x
FL3
x
x
No
x
00
X
x
No
x
No
No
x
No
No
No
x
x
x
9'-4'
x
��%24
CONCRETE BEAM BTM.
M11DEL C
2ND r-LOC7R IsPRArliNr3 I -LAN
C
x
6
4
x
'0
4
x
10
x
4
x
4
x
:)E
4" T
1
4
Ora
IN4
4
r
'FA;!;
MENNEN
0-
Mfg
U
C-)
A
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
D
TRUSS PLAN
[a
C)
M
ad
Z
W do
Of a
0
M
0 X
ix :-- -a:
00-
www.GLEAssociates.com
AA0002369
D r
LC 0 8 200.1
R. QUINN TURNER
Drawing Not Valid Unless Signed,
Sealed & Dated By Registered Professional
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KOLTER SIGNATURE HOMES
2160 NW RESERVE PARKTRACE
PORT ST. LUCIE, FIL 34986
OFFICE: 772.468L4703
FAX: 772.468.4603
NO, REVISIONS DATE
1 PLAN REVISIONS 12/03/03
5UILZ)ING 10e
CASTLEFINES TOLLINHOMES
J 0 B N 0.
03750-00147
I S S U E D A T E:
12/05/03
D R A W N 8 Y:
RNF
C H E C K E D B Y:
QT
S H E E T T I T L E
TRUSS
PLAN
S H E E T N 0.
Am4.2
aa
A-4.2) SCALE: 1/4"=V-0"
UPLIFT/CONNECTOR NAILING SCHEDULE
SPAN
GROUP
TYPICAL
UPLIFT
USP
MODEL
NO. OF
10d NAILS
REMARKS
450
TA 20
10
550
TA 20
10
—cc
800
TA 20
10
1100
TA 20
10
1339
TA 20
10
77
2400
TA 20
15
2 STRAPS
G
550
TA 20
10
2 STRAPS
G620
TA 20
10
Q2W
TA 20
15
2 STRAPS
1
350
TA 20
10
1500
TA 20
15
870
TA 20
10
—CM
400
TA 20
10
0
3220
TA 20
15
2 STRAPS
—CO
1440
TA 20
10
1
430
TA 20
10
COMPONENTS AND CLADDING DESIGN WIND PRESSURES
Design Input:
--rxp-osure Category =13
Importance Factor I ) =1.00
Basic VAnd Speed V ) =125 mp
Mean Roof Height h --18 ft
'�Oomngr Type = Lnclosed
End Zone Width ( a )4=ft
Roof Angle (0) = 23 deg
Internal Pres. Coeff. ( GCp1 ) me 0.18
Design Output:
I
Component
Roof Pressure
(PSF)
Wall Pressures
SF
Pon
Effective
VWnd Area
SQ.FT.
Interior Zor
(Z' ne(l)
+ -)
(+)
a End Zone
(Zone 2
(+) (-I
Corner Zon
(Zone 31
(+)
inter or Loos
((Z rI
+
LI e
C(2 :one 5
+)
29
-46
29 1
-97
29 1
-97
bl
I -bbl
bl
1 -55
20
27
j-2
-45
27
-
-
-
-
50
23
-43
23
M,
1 -
-77
5
-
-
1100
21
-4
21
21
-68
1
-68
43
- 7
43
-53
200
: T21
-
22
68
-68
41
-451
41
1 -48
500
58
-68—
-421
38
1 -42,
1000
42
---47738-T
--421
K Olt
wh6-
oil
1111110
, 0�1
#5 BAR T&B
#3 @ 12' D.C. THRU—OUT
PRECAST LINTEL
CONIC. FILL SOLID TO BOND BM
---VAL L LEGMD
TOP
OF WALL
@
9'-4'
A.F.F.
TOP
OF WALL
@
10'-0'
A.F.F.
TOP
OF WALL
@
13'-6
3/4' A.F.F.
TOP
[IF WALL
@
20'-8'
A.F.F.
FLAT CEILING @ 10'-0' A.F.F.
2.5/12 CATHEDRAL CEILING
NOTE:
N07E '. LUGHFS' UAIJUS WADS5 EA. SIDE OF T-J55
FAe-EN BASE PLATE W/(2) 3/4' t1S, THRU-50LT6
1/2' 50-T TO r`A6. EZ.
�14) 10� E�e.
FASTEN SIDE PLATE W/(2) 3/4 �5 THRU-eOLTS
NOTE - 2 SFITCO' 51,P2
NOTE� T�FICA- S"RA- ANC -OR
TO 1-450,ce- (LNO)
SE"ro - A-fR219,
(10) 106 E a
"AX UL, = 13�3C E4 $TRAP
ALL HANGERS LUS26 U.O.N.
WALL LEGEND
TOP OF WALL @ 9'-4' A.F.F.
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