HomeMy WebLinkAbout1000 Upsala Rd 04-1858 (a)wl
NO
Lo
UNIT B - BISCAYNE
UNIT A - SIESTA
1st 2n
4
DRAWING INDEX
AND BUILDING DATA
GENERAL NOTES
AND
SPECS.
SITE
PLAN
UNIT
A INT. -
FLOOR
PLANS
UNIT
A END -
FLOOR
PLANS
UNIT
B INT. -
FLOOR
PLANS
UNIT
B END -
FLOOR
PLANS
UNIT
ELEVATIONS
SPECIFICATIONS - FLORIDA BUILDING CODE 2001
DESIGN WIND VELOCITY (3-SECOND GUST) AS PER ASCE7-98
120
MPH
ROOF LIVE LOAD
20
PSF
ROOF DEAD LOAD
20
PSF
DEAD LOAD (TO RESIST UPLIFT)
10
PSF
FLOOR DESIGN LIVE LOAD
40
PSF
FLOOR DESIGN DEAD LOAD
15
PSF
FULLY ENCLOSED STRUCTURE EXPOSURE "B"
INTERNAL PRESSURE COEFFICIENT
(±0.18)
IMPORTANCE FACTOR
1.0
BUILDING CATEGORY
11
WINDBORNE DEBRIS REGION
NO
HURRICANE SHUTTERS
NO
LINDEMANN BENTZON ENGINEERING CO, Inc...
CONSULTING STRUCTURAL ENGINEER
375 EAST HIGHWAY 50 - CLERMONT, FLORIDA 34711
PH. (352) 242-0100 - FAX (352) 242-0302
EDC ENGINEERING, Inc.
CONSULTING M.E.P. ENGINEER
10802 E. MAIN STREET, SUITE A - THONOTOSASSA, FLORIDA 33592
PH. (813) 982-9300 - FAX (813) 982-0157
A3.1
A3.2
A4.1
A5.1
A5.2
A5.3
A5.4
A5.5
DRAWING INDEX
WALL SECTIONS AND PARTY WALLS BUILDING TYPE 6 BUILDING TYPE 8
WALL SECTIONS AND PARTY WALLS BD6.1 FOUNDATION PLAN BD8.1 FOUNDATION PLAN
BD6.2 1ST FLOOR PLAN BD8.2 1ST FLOOR PLAN
BUILDING SECTIONS BD6.3 I 2ND FLOOR PLAN BD8:3 2ND FLOOR PLAN
UNIT INTERIOR ELEVATIONS BD6.4 ROOF FRAMING PLAN BD8.4 ROOF FRAMING PLAN
INTERIOR DETAILS BD6.5 FLOOR FRAMING PLAN BD8.5 FLOOR FRAMING PLAN
WINDOW DETAILS BD6.6 BUILDING ELEVATIONS BD8.6 BUILDING ELEVATIONS
FOUNDATION DETAILS BD6.7 LEFT &RIGHT SIDE ELEVATIONS BD8J LEFT &RIGHT SIDE ELEVATIONS
UL ASSEMBLIES
S1 STRUCTURAL DETAILS
L::�d S2 STRUCTURAL DETAILS
FIRE PROTECTION
FIRE RESISTANCE RATINGS FROM TABLE 600
FLORIDA FIRE PREVENTION CODE 2001 EDITION
BUILDING TYPE VI - UNPROTECTED - UNSPRINKLED
PARTY WALLS (4 HR. SEPARATION)
(N.A.)
INTERIOR BEARING WALLS AND COLUMNS
0 HR.
INTERIOR NONBEARING WALLS, COLUMNS,
BEAMS, GIRDERS AND ARCHES
0 HR.
FLOOR AND FLOOR / CEILING ASSEMBLIES
0 HR.
ROOFS AND ROOF / CEILING ASSEBLIES
0 HR.
EXT. BEARING WALLS < 3'-0" FROM PROP, LINE
1 HR.
EXT. BEARING WALLS > 3'-0" FROM PROP. LINE
0 HR.
EXT. NONBEARING WALLS < 3'-0" FROM PROP. LINE
1 HR.
EXT. NONBEARING WALLS > 3 -0 FROM PROP. LINE
0 HR.
TENANT SEPARATION FROM F.B.C. SECTION 704.3
UNIT SEPARATION WALL AT PROPERTY LINE
1 HR.
TOWNHOUSE SEPARATION FROM F.B.C. SECTION 704.4
UNIT SEPARATION WALL AT PROPERTY LINE
2 HR.
MECHANICAL NOTES & SCHEDULE
MECHANICAL BUILDING PLAN
UNIT A MECHANICAL PLAN
UNIT A MECHANICAL PLAN
UNIT B MECHANICAL PLAN
UNIT B MECHANICAL PLAN
ELECTRICAL BUILDING PLAN & NOTES
UNIT A ELECTRICAL PLAN
UNIT A ELECTRICAL PLAN
UNIT B ELECTRICAL PLAN
E-5
M-1
M-2
E-6
M-3
M-4
P-1
M-5
P-2
M-6
P-3
P-4
E-1
P-5
E-2
E-3
E-4 j
UNIT
BED
BA.
1ST
2ND
STAIR
AC
�STOR.
LANAI
GAR.
TOTAL U.R.
A
2
21/2
552
611
32
11195
21
68
0
1,284
A END
2
2 1/2
564
625
32
1,221
24
67
0
1,312
B
2
21/2
552
611
33
13196
21
68
0
1,285
B END
2
2 1 /2
564
625
33
11222
24
67
0
1,313
CODE APPLIED: 2001 FLORIDA BUILDING CODE
OCCUPANCY CLASSIFICATION: RESIDENTIAL
TYPE OF CONSTRUCTION: TYPE VI, UNPROTECTED, UNSPRINKLED
BUILDING TYPE: TOWNHOMES
FROM TABLE 500 ALLOWABLE HEIGHTS AND BUILDING AREAS
ALLOWABLE HEIGHT AND STORIES: 40'-011, 2 STORIES
AREA: MULTISTORY *7,000 SQ. FT.
ONE STORY ONLY *7,000 SQ. FT.
BUILDING TYPE 8A WITH AREA MODIFICATION INCREASE 70% - 11,900 SQ. FT.
ALLOWABLE.
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REVISIONS
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CONTROL DATE
03/ 01 05
UNIT
B
ELECTRICAL PLAN
ELECTRICAL
RISER
DIAGRAM
PLUMBING NOTES
& LEGEND
UNIT
A
PLUMBING
PLAN
UNIT
A
PLUMBING
PLAN
UNIT
B
PLUMBING
PLAN
UNIT
B
PLUMBING
PLAN
Of
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VO�
All
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adtaA', ti 'tP� N�atitd:^a 0lan deal to
�iDuse
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LINDEMANN e r' ? , av[EERIIV4;
1MONI ,
15 East HWy. �C) � a� a�rs �>blt, 224 -0100
�oralYddltin� Er)kan�er� 4�a 42-Q000
C�ttafic e No, ER 0006870
,%aa,j'am l:. Limi�rl nra, P.P;., 0.1c. No. 33!5V
FdICar9bael 3: &zojack, P.E., Uec No. 37804
Norinan P. Gross, A-W, Lic. Pilo. 6424
Williaatt M. Ranieri, RE., Lic. Pilo. 42704
BUILDING DATA
FCC,
BUILDING GRADE ELEVATION: VARIES. - REFER TO ENGINEERING
BUILDING HEIGHT: 26 -2
NUMBER OF STORIES: 2
BUILDING AREA - 1ST FLOOR: 3,874
BUILDING AREA - 2ND FLOOR: 3,892
TOTAL BUILDING AREA UNDER ROOF: 7,766
BUILDING
GRADE
ELEVATION:
VARIES. - REFER TO ENGINEERING
BUILDING
HEIGHT:
26'-2"
NUMBER
OF STORIES:
2
BUILDING
AREA
- 1ST FLOOR:
52156
BUILDING
AREA
- 2ND FLOOR:
5,180
TOTAL BUILDING
AREA UNDER ROOF:
10,336
WINDOW MANUFACTURER: KINCO WINDOWS
SERIES: M40/50
NOMINAL THICKNESS(mm): 5.0
R-VALUE (WINTER/SUMMER): .91 /.97
U-VALUE (SUMMER/WINTER): 1.03/1.10
N
N
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W
r�z
„Lu
W
W
1...:i LL
Z
W
D
W
z
z
z
O
CM
N
U
O
J
a
L
0
L
N
Q
a
0
0
z
0
J
0
in
0
z
�C
x
W
0
z
0
z
Q
CV1
MN
0
_L
_<
SIMPSON CONNECTORS
ABU
LSTA
MSTA
MST
POST BASE
FLAT STRAP
FLAT STRAP
FLAT STRAP
i
O
O
MTS
H2
H3
H6
TWIST STRAP
HURRICANE TIE
HURRICANE TIE
HURRICANE TIE
°
°
o °
°
HU
HUC
MBH
HANGER
HANGER
MASONARY
HANGER
°
HDA
HPAHD
SPH
HOLD-DOWN
HOLD DOWN
STUD PLATE TIE
m
m
m
m
m
�
e
HETA
HETAL
SP
TRUSS
ANCHOR
TRUSS ANCHOR
STUD PLATE TIE
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o
ELECTRICAL NOTES
ELECTRICAL
1, ALL SYSTEMS SHALL BE INSTALLED COMPLETE AND
SHALL MEET ALL CODE REQUIREMENTS AT SITE.
2. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES
TO PROVIDE SPACING AND ACCESS TO ALL SYSTEMS.
3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND
DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT
OF ANY DIMENSIONAL ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE BEGINNING OR FABRICATING
ANY WORK, DO NOT SCALE THESE DRAWINGS.
4. ALL EQUIPMENT GROUND SIZES AS PER CODES.
5. FIXTURES TO BE SELECTED BY PUATE HOMES
OR ELECTRICAL ENGINEER,
6. PROVIDE DISCONNECT AT WATER HEATER.
7. A COMBINATION OF ONLY 5 RECEPTACLES AND 3 LIGHTING
OUTLETS ON A 20 AMP CIRCUIT.
8. A MAXIMUM OF ONLY 6 RECEPTACLES OR 10 LIGHT OUTLETS
ON A 20 AMP CIRCUIT.
9. PROVIDE A DUCT DETECTOR ON AHU ON THE SUPPLY WHICH
CAUSES AN AUDIBLE AND VISUAL ALARM AND TROUBLE
SIGNAL IN A NORMALLY OCCUPIED AREA IN ACCORDANCE
WITH NFPA 90A,
STAIR NOTES
1007.3 TREADS AND RISERS
1007.3.1 RISERS SHALL BE A MAXIMUM HEIGHT OF 7 IN. (17.8 CM) AND A MINIMUM OF 11
IN,
EXCEPTIONS
1. IN ONE- AND TWO-FAMILY DWELLINGS AND WITHIN DWELLING UNITS, TREADS
AND RISERS OF STAIRS SHALL BE PERMITTED TO BE SO PROPORTIONED THAT THE
SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTION OF NOSING, IS
NOT LESS THAN 24 INCHES (610 MM) NOR MORE THAN 25 INCHES (635 MM), THE
HEIGHT OF RISERS SHALL NOT EXCEED 7 3/4 INCHES (197 MM), AND TREADS,
EXCLUSIVE OF NOSING, SHALL BE NOT LESS THAN 9 INCHES (229 MM) WIDE.
EVERY TREAD LESS THAN 10 INCHES (254 MM) WIDE SHALL HAVE A NOSING, OR
EFFECTIVE PROJECTION, OF APPROXIMATELY 1 INCH (25,4 MM) OVER THE LEVEL
IMMEDIATELY BELOW THAT TREAD.
2, SPECIAL STAIRS IN 1007,8.
3, INDUSTRIAL EQUIPMENT ACCESS STAIRS AND LANDINGS THAT SERVE AS A
COMPONENT OF THE MEANS OF EGRESS FROM THE INVOLVED EQUIPMENT AND DO
NOT SERVE MORE THAN 20 PEOPLE SHALL BE PERMITTED TO HAVE A MINIMUM
CLEAR WIDTH OF 22 IN. (55.9 CM), MINIMUM TREAD DEPTH OF 10 IN. (25.4 CM),
MAXIMUM RISER HEIGHT OF 9 IN. (22.9, CM), MINIMUM HEADROOM OF 6 FT 8 IN.
(203 CM), AND A MAXIMUM HEIGHT BETWEEN LANDINGS OF 12 FT.
4. AS PERMITTED AT 1019.10.5 AND 1019.11.7
1007.5 HANDRAILS
1007.5.1 STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAN 34
INCHES (864 MM) NOR MORE THAN 38 INCHES (965 MM) ABOVE THE LEADING
EDGE OF A TREAD.
EXCEPTIONS
1. HANDRAILS FOR STAIRS NOT REQUIRED TO BE ACCESSIBLE THAT FORM PART OF
A GUARDRAIL MAY BE 42 INCHES (1067 MM) HIGH.
2, AS REQUIRED FOR GROUP I UNRESTRAINED IN 1024.1.4.
3. IN ONE- AND TWO-FAMILY DWELLINGS AND WITHIN DWELLING UNITS IN R2
OCCUPANCIES, STAIRWAYS HAVING FOUR OR MORE RISERS ABOVE A FLOOR OR
FINISHED GROUND LEVEL SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS
THAN 34 INCHES (864 MM) NOR MORE THAN 38 INCHES (965 MM) ABOVE THE
LEADING EDGE OF A TREAD.
1007.5.3 HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF
1 1/4 INCHES (32 MM) TO 2 INCHES (51 MM) OR A NONCIRCULAR CROSS SECTION
WITH A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) BUT MORE THAN
6 1/4 INCHES (159 MM) AND A LARGEST CROSS SECTION DIMENSION NOT
EXCEEDING 2 1/4 INCHES (57 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 1/
INCH (3 MM).
EXCEPTIONS
HANDRAILS FOR DWELLINGS OR WITHIN DWELLING UNITS SHALL HAVE A CIRCULAR
CROSS SECTION WITH A DIAMETER OF 1 1/4 INCHES (32 MM) TO 2 INCHES (51
MM), OR PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASPABILITY
PERFORMANCE,
1007.5.6 CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE A MINIMUM OF 1 ,1/2
INCHES (38 MM).
1007.5.8 HANDRAILS, WHERE REQUIRED ALONG OPEN -SIDED FLIGHTS OF STAIRS, SHALL BE
OF CONSTRUCTION ADEQUATE IN STRENGTH, DURABILITY AND ATTACHMENT FOR
THEIR PURPOSES AS PRESCRIBED IN 1608.2.
1015 GUARDRAILS
1015.1 GENERAL, ALL UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES
OF LANDINGS, STAIRS, RAMPS, BALCONIES AND PORCHES WHICH ARE MORE THAN
30 INCHES (762 MM) ABOVE FINISHED GROUND LEVEL OR A FLOOR BELOW SHALL
BE PROTECTED BY A GUARDRAIL.
EXCEPTION
1. GUARDRAILS ARE NOT REQUIRED ON THE LOADING SIDE OF LOADING DOCKS.
2. GUARDRAILS SHALL BE PERMITTED IN CONFORMANCE WITH REQUIREMENTS FOR
SPECIFIC OCCUPANCIES IN 1018,
1015.2 HEIGHT. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS
THAN 42 INCHES (1067 MM) HIGH.
EXCEPTION
1. THE TOP ELEMENT OF A GUARDRAIL AT THE INSIDE OPEN OR UNENCLOSED EDGI
OF ANY INTERMEDIATE STAIRWAY LANDING WHERE THE STAIRS REVERSE DIRECTION
MAY BE AT THE SAME HEIGHT AS THE STAIRWAY HANDRAILS WHEN THE
HORIZONTAL DISTANCE BETWEEN THE STAIR FLIGHTS IS 1 FT (305 MM) OR LESS
AND WHEN A CONTINUOUS HANDRAIL AS SPECIFIED IN 1007.5 IS PROVIDED.
2, AS PERMITTED IN 1019,
1015.3 OPENINGS. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL
PATTERN SUCH THAT A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS
THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CUR[
SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2-INCH (51 MM)
DIAMETER SPHERE.
EXCEPTIONS
1, A 6 INCH (152 MM) SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR
OPENING FORMED BY A TREAD, RISER AND BOTTOM OF A GUARDRAIL,
2. SEE 1018 FOR SPECIAL OCCUPANCY REQUIREMENTS.
1015.4 STRENGTH, DURABILITY, AND ATTACHMENT, CONSTRUCTION OF GUARDRAILS SHALL
BE ADEQUATE IN STRENGTH, DURABILITY, AND ATTACHMENT FOR THEIR PURPOSE
AS DESCRIBED IN 1608.2.
160811 HANDRAIL DESIGN AND CONSTRUCTION
1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD
OF 200 lb (890 N) APPLIED AT ANY POINT AND IN ANY DIRECTION.
160812 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION
1608.2.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED & CONSTRUCTED FOR A CONCENTRATED
LOAD OF 200 lb (890 N) AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF
THE GUARDRAIL.
2305 FIRE PROTECTION
2305.1.1 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL
CONCEALED DRAFT OPENINGS, FIREBLOCKING SHALL BE AS INDICATED IN THIS
SECTION AND AS PROVIDED IN 705.3.
FRAMING NOTES
GENERAL:
1. REFER TO COVER SHEET AND STRUCTURAL SHEETS FOR CODE REQUIRMENTS
AND SPECIFICATIONS.
ROOF FRAMING:
1. REFER TO FRAMING OR STRUCTURAL SHEETS FOR TYPICAL ROOF FRAMING
NOTES.
TIMBER AND PRE-ENGINEERED WOOD TRUSSES:
1. REFER TO FRAMING OR STRUCTURAL SHEETS
FOR TYPICAL WOOD TRUSS NOTES
ABBREVIATIONS
B BEAM
J JACK TRUSS
CAP. CONNECTION CAPACITY
K KING JACK TRUSS
COM, COMMENTS
MFGR. MANUFACTURER
G GIRDER TRUSS
QTY. QUANTITY
GF GABLE FRAME
R RAFTER
H HEADER
T TRUSS
M40 WINDOWS
SINGLE HUNG WINDOWS
FOR BLOCK CONSTRUCTION
FOR FRAME CONSTRUCTION
CODE
ROUGH OPENING
CODE
ROUGH OPENING
W x H
W x H
15
19 3/4" x 63"
2050
24 7/8" x 60 3/4"
16
19 3/4" x 72"
2060
24 7/8" x 72 3/4"
25
37 5/8" x 63"
3050
36 7/8" x 60 3/4"
26
37 5/8" x 72
3060
36 7/8" x 72 3/4"
1/2 34
27 1/8" x 50 5/8"
4050
48 7/8" x 60 3/4"
1/2 35
27 1/8" x 63"
4060
48 7/8" x 72 3/4"
1/2 36
27 1/8" x 72"
34
53 3/4" x 50 5/8"
35
53 3/4" x 63"
36
53 3/4" x 72"
SLIDING GLASS DOORS
FOR BLOCK CONSTRUCTION FOR FRAME CONSTRUCTION
CODE
ROUGH OPENINC
CODE
ROUGH OPENING
W x H
SIZES
W x H
5068 OX
62 1/4" x 81"
4 3/4"
5068 OX
60 3/4" x 80 1/4"
6068 OX
74 1/4" x 81 "
4 3/4"
6068 OX
72 3/4" x 80 1/4"
6080 OX
74 1/4" x 97"
4 3/4"
6080 OX
72 3/4" x 96 1/4"
8068 OX
98 1/4" x 81"
4 3/4"
8068 OX
96 3/4" x 80 1/4"
8080 XX
98 1/4" x 97"
4 3/4"
8080 XX
96 3/4" x 96 1/4"
9080 XXX
109 1/4" x 97"
6 1/2"
9080 XXX
107 3/4" x 96 1/4"
1208OXXX
145 1/4" x 97"
6 1/2"
1208OXXX
143 3/4" x 96 1/4"
12080OXX0
146 1/4" x 97"
4 3/4"
112080OXX0
1144 3/4" x 96 1/4"
NOTE: RECESS TRACK 3/4" X 8 3/4" TYPICAL ALL SGD
EGRESS WINDOWS
THE FOLLOWING ARE EXCERTS FROM THE 2001 FLORIDA BUILDING CODE.
1005.4,3 MAXIMUM HEIGHT FROM FLOOR
THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A SILL HEIGHT OF NOT
MORE THAN 44 INCHES (1118 mm) ABOVE THE FLOOR.
1005.4.4 MINIMUM SIZE
THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610 mm).
THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SH�LL BE 20 INCHES (508 MM).
THE MINIMUM NET CLEAR OPENING OF 5.0 SQ. FT (0.47 m ).
EXCEPTION:
GROUND FLOOR OPENINGS SHALL BE PERMITTED TO HAVE A MINIMUM NET CLEAR
OPENING OF 5.0 SQ. FT. (0.47 m ).
ATTIC VENTILATION
2309.7 VENTILATION OF ATTIC SPACE
2309.7.1 FOR GABLED AND HIPPED ROOFS, VENTILATION SHALL BE PROVIDED TO FURNISH
CROSS VENTILATION OF EACH SEPARATE ATTIC SPACE WITH WEATHER PROTECTION
VENTS. ALL VENTS SHALL BE SCREENED TO PROTECT THE INTERIOR FROM
INTRUSION OF BIRDS. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE
AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150, THAT RATIO MAY BE
REDUCED TO 1/300 PROVIDED:
1. A VAPOR RETARDER HAVING A PERMEANCE NOT EXCEEDING 1 PERM IS
INSTALLED ON THE WARM SIDE OF THE CEILING, OR
2. AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY
VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
(AT LEAST 3 FT. (914 MM) ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE
OF THE REQUIRED VENTILATION PROVIDED BE EAVE OR CORNICE VENTS,
2309.7.2 FOR FLAT ROOFS, BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO
INTERFERE WITH THE MOVEMENT OR AIR. SUCH ROOFS SHALT_ BE VENTILATED
ALONG THE OVERHANGING EAVES, WITH THE NET AREA OF OPENING BEING NOT
LESS THAN 1/250 OF THE AREA OF THE CEILING BELOW.
2309.7.3 ALL OPENINGS INTO THE ATTIC SPACE OF ANY HABITABLE BUILDING SHALL BE
COVERED WITH SCREENING, HARDWARE CLOTH OR EQUIVALENT TO PREVENT THE
ENTRY OF BIRDS, SQUIRRELS, RODENTS, ETC. THE OPENINGS THEREIN SHALL NOT
EXCEED 1/4 INCH (6.4 MM).
FOUNDATION NOTES
FOUNDATION:
1, REFER TO STRUCTURAL SHEET FOR CODE REQUIREMENTS AND
SPECIFICATIONS.
2. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE
BEARING PRESSURE OF 2,000 P.S.F.
CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE
OF 2,000 P.S.F. IS OBTAINED PRIOR TO FOOTING PLACEMENT.
3, FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF
ORGANIC DEBRIS,
4. FOR "C" DRAINAGE PROVIDE 12" FROM TOP OF FOUNDATION TO
TOP OF GRADE.
CONCRETE:
1, CONCRETE STRENGTH SHALL BE 2,500 P.S.I. AT 28 DAYS
AND IN ACCORDANCE WITH A.C.I. 301-02
2, REINFORCING STEEL SHALL BE IN ACCORDANCE WITH
ASTM A615-84A GRADE 40.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE W/ ASTM A185-79
4. TYPICAL SLAB - 3-1/2" CONCRETE SLAB WITH 6 x 6 W.W.M.
OR FIBER MESH ON 6 MIL, VAPOR BARRIER (OVERLAP JOINTS 12"
AND TAPE), OVER COMPACTED FILL TREATED FOR TERMITES.
5. REFER TO PLOT PLAN FOR MIN, FINISH FLOOR ELEVATION
6. PATIO SLABS TO BE 3-1/2" THICK WITH A 8" x 8" THICKENED
EDGE. SLOPE TO DRAIN 1/4" = 1'-0".
7. TOOL EDGES OF ALL CONTROL JOINTS.
8. ALL FOOTINGS SHALL EXTEND A MIN, OF 12" BELOW GRADE
9. SMOOTH (SPONGE) EDGE OF SLAB
10, FRONT ENTRY SLAB SHALL BE POURED AT THE SAME TIME AS
WALKWAY AND DRIVEWAY SLABS
CONCRETE MASONRY:
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH
A.C.I. 531 1-02
2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM
C90-95, GRADE N, TYPE II ASTM C140 AND SHALL HAVE A
COMPRESSIVE STRENGTH OF 2,000 P.S.I. MINIMUM BASED ON THE
NET CROSS SECTIONAL AREA
3, GROUT SHALL BE IN CONFORMANCE WITH ASTM C476-80, COURSE TYPE.
4. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270-84, TYPE S
5. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND
UNLESS NOTED OTHERWISE.
6. PROVIDE 8" PRECAST CONCRETE LINTELS AT ALL
MASONRY OPENINGS WITH #5 BAR GROUTED SOLID AND WITH
MINIMUM BEARING OF 8" AT EACH END U.N.O.
STEEL:
1. ALL STEEL REINFORCEMENT - Fy 40 K.S.I.
2, PROVIDE CONTINUOUS #5 REINFORCEMENT FROM FOOTING
TO CONTINUOUS BOND BEAM AT ALL CORNERS AND WHERE INDICATED
ON THE PLANS,
DESIGN LOAD CRITERIA:
REFER TO COVER SHEET OR STRUCTURAL SHEETS FOR DESIGN LOADS
ROOF LIVE AND DEAD LOADS; FLOOR LIVE AND DEAD LOADS;
WIND LOADS
LEGEND SYMBOLS
CONCRETE
I__II II_.I= III=
EARTH -FILL
INSULATION
STEEL REINFORCEMENT - ELEVATION VIEW
G STEEL REINFORCEMENT - SECTION VIEW
FIRE STOP IN WALL AS PER CODE
2X BALLOON FRAMED WALL
[[___E l_ l _L F111 1 MASONRY - CONC. BLOCK OR BRICK WALL
VINYL OR CERAMIC TILE FLOORING
Fmk FILLED CELL W/ #5 REBAR
== INTERIOR BEARING PARTITION
PLANT SHELF 8'-4" A.F.F. U,N.O
ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS
RELATIVE TO FINISH FLOOR DATUM = 0'-0"
HEADER OR LINTEL INDICATOR
D A B DETAIL INDICATOR - INTERIOR ELEVATIONS
C
XX DETAIL INDICATOR
XX
DETAIL INDICATOR WALL SECTION
A-X
XX DETAIL INDICATOR- BUILDING SECTION
XX
GENERAL NOTES
GENERAL:
1, REFER TO STRUCTURAL SHEET FOR CODE REQUIREMENTS
AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF ROUGH FRAMING OR
FACE OF CONCRETE BLOCK OR BRICK
3. FRAME WALLS ARE 2 x 4 UNLESS NOTED OTHERWISE
4, ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED
5. ALL CONSTRUCTION SHALL BE BRACED AND SHORED AS
REQUIRED BY CONTRACTOR TO SAFELY PERFORM THE WORK.
6. REFER TO STRUCTURAL / LINTEL SCHEDULE FOR HEADER
AND LINTEL SIZES.
7. ALL EXT, FRAME WALLS ARE CONSIDERED SHEAR WALLS U.N.O.
INSULATION:
1, WALLS: EXTERIOR MASONRY R= 4.1
EXTERIOR WOOD R= 11
AT GARAGE R= 11
2. CEILINGS: VAULTED - MAX 3:12 PITCH -BLOWN R= 19 min,**
FLAT - BLOWN R= 19 min.**
OR AS INDICATED IN THE ENERGY CALCULATIONS
GLASS:
1, ALL GLASS TUB AND / OR SHOWER ENCLOSURES SHALL BE
SAFETY GLASS.
2, ALL GLASS WITHIN 18 OF FIN. FLOOR SHALL BE SAFETY GLASS,
3. WINDOWS AND LOCATIONS CAN VARY. VERIFY WITH ELEVATIONS
4. ALL WINDOWS AND S.G.D. SHALL BE ALUMINUM U.N.O. ALL
WINDOWS AND DOORS SHALL BE CHAUPER PLAN SEAL
5. WINDOWS, EXT. DOORS AND OTH h,,, ENQ R i PR�JSQD�F��pE�X�ERIgOR
CLADDING SHALL COMPLY WITH
is re Ufd „+gym this en sneer for each
CRITERIA SET FORTH IN THE WINDED
s'j,c, rr I mr 3' ert addr ss of liTuse
v nd 'Or one year afte is signed
SHELVES: ul'd seak1cl. NO'l V ' Iff) uW 4> t:has
1. ALL PANTRY SHELVES SHALL BE
yM f 7 `' "OTHERWISE ON THE PLAN 3JJ Est iwyEr, Cr a
t FL347P!
2• ALL LINEN SHELVES SHALL BE 16 ` kk���.'.�,(� oaao
eil�Cf'ix �p�4CW71
Oi
OTHERWISE ON THE PLAN flliaim Lindemann, P.E•, Lic, No. 33Vi
E.chi),el J. Bojrack, P.E., 'Lie. No. 37804
3, ALL BEDROOM CLOSET SHELVES SFAit1ns RMV
aa�iaeri `Liss' ts�EZ 4
NOTED OTHERWISE ON THE PLAN. SINGLE SHELF AT 66" A.F.F.
4. (2) BEDROOM CLOSET SHELF / RODS SHALL BE INSTALLED AT
42" A.F.F. LOWER SHELF AND 84" A.F.F. UPPER SHELF
BATH ACCESSORIES:
1. TYP. WALL: INSTALL SINGLE TOWEL BARS AT 48" A.F.F.
DOUBLE TOWEL BARS AT 36" A.F.F. AND 64" A.F.F.
2, SHOWER STALLS : INSTALL TOWEL BARS AT 64" A.F.F.
INSTALL SOAP DISH AT 54" A.F.F. CENTER DISH ON FAUCET
WALL MIDWAY BETWEEN SHOWER HEAD AND WALL.
3, TUBS: INSTALL TOWEL BARS AT 64" A.F.F, SOAP DISH
SHALL BE INSTALLED WITH BOTTOM AT 24" A,F.F,
4, TUB/SHOWER COMBINATIONS: INSTALL TOWEL BARS AT 64" A.F.F,
BOTTOM OF SOAP DISH SHALL BE AT 24" A.F.F.
5. VANITIES: MOUNT TOWEL BARS AT 64" A.F.F. MEDICINE CABINETS
SHALL BE INSTALLED WITH BOTTOM AT 48" A.F.F.
6. TOWEL RINGS: INSTALL AT TOWEL BAR HEIGHTS ABOVE,
7. TOILET PAPER HOLDERS: INSTALL PAPER HOLDERS AT 18" A.F.F.
& ALL CASED OPENINGS SHALL HAVE SAME HEIGHT AS
DOOR CASING HEIGHTS
9. REFER TO SPECS. FOR EXACT KITCHEN AND BATHROOM
CABINET SIZES,
DRYWALL ATTACHMENT
1, NAILS: CEILINGS 7" oc
WALLS 8" oc GYP. MANUAL & SBCCI
2, SCREWS: CEILINGS 12" oc FIELD
8" oc PERIM, (FIRM MEMBER)
WALLS (24" oc FRM.) 12" oc FIELD
(16" oc FIRM.) 16" oc FIELD
(16" OR 24" FIRM.) 8" oc PERIM
NAILING SCHEDULE FOR FIRE -RATED WALLS WILL VARY WITH APPL.
WATER HEATER NOTES
1, WATER HEATER T&P RELIEF VALVE SHALL BE FULL SIZE TO EXT,
2, WATER HEATER AT OR ABOVE FLOOR LEVEL SHALL BE IN A
PAN w/DRAIN TO EXT.
3. WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION
DEVICE.
GARAGE DOORS
1, GARAGE DOOR MANUFACTURER SHALL PROVIDE GARAGE
DOORS THAT MEET WIND LOADS OF 120 MPH (3 SEC. GUST) MIN.
SHEAR WALLS
1. ALL EXTERIOR WALLS (3 FT. MIN) MINUS THE OPENINGS
ARE CONSIDERED SHEAR WALLS.
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4() 266 12'
253 271 DONALD W. McINTOSH ASSOCIATES, INC
252 264 m 71 272 ENGINEERS - PLANNERS - SURVEYORS
265
225
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262
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WINDOW FRAMING DETAIL
SCALE : 1/2" = 1'-0"
TYPICAL WALL
TYPES
INSULATION AT 4INSULATION AT j
GARAGE WALL GARAGE WALL
ONLY
ONLY,
NON -RATED RATED
O
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INTERIOR
INTERIOR
EXTERIOR
NON -BEARING
BEARING
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2x4 STUDS A 24' O.C. U.N.O.
<2> NON -RATED
2x STUDS 0 16" O.C. U.N.O.
WITH 112' GYP. BOARD EACH
2x4 STUDS 016' O.C. U,N.O,
WITH 7/16- OSB SHEATHING.
SIDE
WITH 1/2" GYP, BOARD EACH EXTERIOR CEMENTITIOUS
SIDE
COATING OVER PAPER BACKED
-OR ALTERNATE METAL STUDS
<2R> (1) HR RATED
METAL LATH. INTERIOR FINISH
0 24" O.C. U,N.O, WITH 1/2"
20 STUDS 0 16" D.C. U.N.O.
1/2" GYPSUM BOARD,
GYP, BOARD EACH SIDE
WITH 5/8' TYPE "X" GYP.
INSULATION PER SPEC.
BARD EA. SIDE AS PER WALL
ASSEMBLY UL#U305
NON -RATED
NON -RATED OR RATED
I NON -RATED EXTERIOR
INTERIOR WALL
INT, BEARING WALL
FRAME WALL
TYPICAL WALL
TYPES
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NON -AC SPACE
AC SPACE
TYPICAL
PARTYWALL
PARTYWALL
EXTERIOR WALL
2) HR RATED CONC. BLOCK W/
(2) HR RATED PARTYWALL
8" CONCRETE BLOCK EXTERIOR
STRUCK JOINTS AND TYPICAL
W/(2) LAYERS OF 1" GYP I"
WALL W/ 1x2 FURRING STRIPS
PAINT FINISH
AIR GAP 20" FRAME WALL AND OVER 1/2" RIGID UNFACED
-OR ALTERNATE-
1/2' GYP. BOARD ON UNIT
INSULATION ON INTERIOR FACE
STANDARD 8" CONC. BLOCK W/
SIDE OF FRAME WALLS REF, OF WALL, CEMENTITIOUS
5/8" STUCCO EACH SIDE
SA925 PG, 5 US GYPSUM
COATING ON EXTERIOR
COMPANY SA925/1-98 (1998)
"WALLS B/W ADJACENT LANAIS
HALL HAVE PORTLAND STUCCO
COATING"
(2TENAN HOUR RATED
( RATED
NON-RATED EXTERIOR
SEP RATIONWALL
EP RA ONWALL
TENANHOUR
BLOCK WALL
r
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STAIR DETAIL
AS PER FLORIDA BUILDING CODE SECT 1007.&1
2'-0 1/2"
R
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CA 22
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MIN,
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0
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0
1'-9" 1'-9"
The Florida Buffing Code 2001 section 1007.3.3 'Treads shall be of uniform
depth and risers of uniform height in any stairway between two floors," "There
shall be no variation exceeding 3/16" in the depth of adjacent treads or in
the height of odacent risers" "The Uniformity of winders and other tapered
treads complying with 1007.8.1, 1007.8.2 and 1007.8.3 sholl be measured at a
consistent distance from the narrower end of the treads." (1) Section
1007,3,2 states the following; "Exception: Tread depth of special stoirs )which
includes winders# in 1007.8 shall be measured on a line perpendicular to the
centerline of treod." (2) Section 1007.8 Special stairs, sub section 1007.8.1
states that "Winders shall have a minimum tread depth of 6 inches at the
narrow (3) and shall have a minimum tread depth of 11 inches at a
point 12 inches from the narrow edge (4)
ff AA
- 4.1
15'-4"
5'-5" 3'-4" 11 3'-4" 9" 2'-6"
3050 SH 3050 SH 3050 SH
a (2)-2"X10'
(SEE WINDOW FRAMING
DETAIL THIS PAGE) Z
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MASTER BED I Y
VAULT
s 2068 5 I
5'-5" 6'_ 7" 00
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REFER TO BLDG
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BEDROOM 2
VAULT
3050 SH s 3050 SH
WINDOW LOCATION AT
ELEVATIONS E2, E3, E4, E6 AA
-4.
9'-4" 3 -0"
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UNIT A - 'SIESTA'
2ND FLOOR - INTERIOR UNIT
SCALE : 1/4' = 1'-0'
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UNIT A - 'SIESTA'
1ST FLOOR - INTERIOR UNIT -
SCALE
PLUMBING NOTE:
OFFSET ALL PLUMBING VENTS, DRYER VENTS AND BATH
FAN EXHAUST MIN, 54 FROM CENTERLINE OF PARTY
WALL TO AVOID GYPSUM UNDERNEATH ROOF SHEATHING.
AREA CALLS.
1ST FLOOR AREA
552 SQ FT
2ND FLOOR AREA
611 SO FT
STAIR HOLE
32 SO FT
TOTAL AC
1195 SO FT
STORAGE CLOSET
21 SO FT
COVERED LANAI
68 SO FT
TOTAL UNDER ROOF
1284 SO FT
NOTE:
SEE STRUCTURAL SHEET FOR WOOD HEADER,
CONCRETE LINTEL SPECIFICATIONS AND
CONNECTOR CHART.
STAIR CALLS.
FLOOR TO FLOOR HEIGHT
9'-10 3/4 it
CONVERTED TO INCHES
118 3 4"
TOTAL NUMBER OF RISERS
17
TYP. RISER HEIGHT 16 AT
6 63 64" = 6.98"
TREAD DEPTH
11
NOSING
1"
STAIR DIAGRAM
i�-Ts as A Tti PLAN SE''/%L
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w w w W
WINDOW FRAMING DETAIL
SCALE : 1/2' = 1'-O"
TYPICAL WALL TYPES
` INSULATION AT INSULATION AT
GARAGE WALL GARAGE
WALL
ONLY
ONLY
NON -RATED RATED
INTERIOR
INTERIOR
EXTERIOR
NON -BEARING
BEARING
BEARING
2x4 STUDS ® 24" O.C. U.N,Q,
<2> NON -RATED
2x STUDS 016" O.C. U.N.O.
WITH 1/2" GYP, BOARD EACH
2x4 STUDS 0 16" O.C. U,N.O,
WITH 7/16" OSB SHEATHING,
SIDE
WITH 1/2' GYP. BOARD EACH
EXTERIOR CEMENTITIOUS
SIDE
COATING OVER PAPER BACKED
-OR ALTERNATE METAL STUDS
C2R> (1) HR RATED
METAL LATH. INTERIOR FINISH
0 24" O.C. U.N.Q. WITH 1/2'
2x4 STUDS 016" O.C. U.N.O.
1/2- GYPSUM BOARD.
GYP. BOARD EACH SIDE
WITH 5/8" TYPE "X" GYP.
INSULATION PER SPEC.
BOARD EA. SIDE AS PER WALL
ASSEMBLY UL#1305
NON -RATED
NON -RATED OR RATED
NON -RATED EXTERIOR
INTERIOR WALL
TNT. BEARING WALL
I FRAME WALL
TYPICAL WALL TYPES
UT
NON -AC SPACE
AC SPACE
TYPICAL
PARTYWALL
PARTYWALL
EXTERIOR WALL
2) HR RATED CONC. BLOCK W/
(2) HR RATED PARTYWALL
8" CONCRETE BLOCK EXTERIOR
STRUCK JOINTS AND TYPICAL
W/(2) LAYERS OF 1" GYP 1"
WALL W/ 1x2 FURRING STRIPS
PAINT FINISH
AIR GAP 2X4" FRAME WALL
AND OVER 1/2' RIGID UNFACED
-OR ALTERNATE-
1/2" GYP. BOARD ON UNIT
INSULATION ON INTERIOR FACE
STANDARD 8' CONC. BLOCK W/
SIDE OF FRAME WALLS REF,
OF WALL. CEMENTROUS
5/8" STUCCO EACH SIDE
SA925 PG. 5 US GYPSUM
COATING ON EXTERIOR
COMPANY SA925/1-98 (1998)
"WALLS B/W ADJACENT LANAIS
HALL HAVE PORTLAND STUCCO
COATING"
( RATED WALL(2)
HOUNANT T
RATED
N
ABLOCK
TESEPARATION
NANUT SEPARATIONL
CONC. WALL
STAIR DETAIL
AS PER FLORIDA BUILDING CODE SECT 1007.8.1
2'-0 1/2 1,_8n
I
00
00 I
d—
The Florida Building Code 2001 section 1007.3.3 "Treads shall be of uniform
depth and risers of uniform height in any stairway between two floors." "There
shall be no variation exceeding 3/16" in the depth of adjacent treads or in
the height of adjacent risers' "The Uniformly of winders and other tapered
treads complying with 1007.8.1, 1007.8.2 and 1007.8.3 shall be measured at o
consistent distance from the nor rower end of the treads.' (1) Section
1007.3.2 states the following. "Exception: Tread depth of special stairs jwhich
includes winders( in 1007.8 shall be measured on a line perpendicular to the
centerline of tread' (2) Section 1007.8 Special stairs, sub section 1007.8.1
states that "Winders shall hove a minimum tread depth of 6 inches at the
narrow (3) and shall have a minimum tread depth of 11 inches at a
point 12 inches from the narrow edge12 inches from the narrow edge: (4)
c
I
n
d
OFFSET
PLUMBING VDT
AT ATTIIC TO
AVOID 4'4
WIDE FIRE
BARRIER AT
PARTY WALL
ff AA
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15-8"
5'-9" 1. 3'-4" I, 3'-4" LIT 2'-6"
3050 SH 3050 SH 1 3050 SH I I I
s (2)-2"X10"
(SEE WINDOW FRAMING
DETAIL THIS PAGE)
2068 f
II
I
MASTER BED
�o
VAULT
5 �:2068
5'-9" 6'-7"
I
I
2668Ln
R I
Q
4"^.
I 1
D
Do
f2468
28
o
ALL LAN T S3 I � r - - ; ,
r WH
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$ON
SHEL S
ATTIC .', � i �:
B
ACCESS'. ; AT 8 4"
MASTER: (�)
2 —8 OAT,
.2' N DN
H
2468 M
a
f
' 2 HIGH
o0
KNEEW w
NO
D
BLE
2X6
PLUMBING
SHT —5.2
FUF
RING
Lr�
WALL
CV % =,
—
2668 (1) RdcS---
p
m0
0
-- - k3
CN
2468 LOCKIN
DOOR _ _
KNOB ,� �.: !Q
b
8'-6" 3'-0" 1'-10�` 2'-4-
BEDROOM 2
0
VAULT
r_
3
3050 SH 3050 SH
3'-4»
WINDOW LOCATION AT
ELEVATIONS E2, E3, E4, E6
9'-4"
ELEVATIONS f , E5
UNIT A "SIESTA"
SCALE : 1/4" = 1'-0"
S
--OFFSET DRYER VENT
45' TO AVOID 4'-0"
WIDE ARE BARRIER AT
PARTY WALL
CONTINUOUS GRASP
ABLE HANDRAIL
RAISED FLOOR IN
CLOSET 42" A.F.F.
REFER TO BLDG
SECTION AA
O
I
2X6 "
PLUMBING
WALL
77111
i
COVERED LANAI
2668
4 000
— 8'-10» 3 _0»
808QSGD
3 NON FMG I
GREAT ROOM 5
8'-8" CLG.
12'-0" 3'-8"
o _
i o
N - 2068 A i
CL OFFSET PLUMBING VENT AT
e Y 0 ATTIC TO AVOID 4'-0" WIDE
2X6 / I FIRE BARRIER AT PARTY
_._ PLUMBING o WALL
WALL /
2868 t
DINING -,- : � ". "oo
— 8'4 CLG. D
- 2'-0" 6'-2" 3'-10"
CASED CAP 44 H
2x4 KNEEWALL SEE
SHT A5.2 _ ._._ ..__, CONTINUOUS
GRASPABLE
HANDRAIL
00
o o f X l
1 CV
KITCHEN ;36 HIGH
(! N RAILING ° o
' 8'-8" CLG. V-SE-1 SHT A5.2 a_ ��j� `14
q(DI _ a
0" N.O, N
II
2" WALL
CASED,CAR FOYER i
- - --- - 11 32"'HIGH'.'.' '.. ao
»'...'2x.. 8'—'8"'.CLG.•.
Q
1:8:6V V.;KNEEWALL
R w
.� ..
CV — ....... .. ...
.
25 SH 5 SH 11
AA
—4.
'4l 4'-11"
6' —5" 8141
UNIT A - "SIESTA'
1ST FLOOR - END UNIT
SCALE : 1/4" = 1'-0"
PLUMBING NOTE;
OFFSET ALL PLUMBING VENTS, DRYER VENTS AND BATH
FAN EXHAUST MIN. 5'-0" FROM CENTER LINE OF PARTY
WALL TO AVOID GYPSUM UNDERNEATH ROOF SHEATHING.
AREA CALCS.
1ST FLOOR AREA
564 SQ FT
2ND FLOOR AREA
625 SO FT
STAIR HOLE
32 SO FT
TOTAL AC
1221 SO FT
STORAGE CLOSET
24 SO FT
COVERED LANAI
67 SO FT
TOTAL UNDER ROOF
1312 SO FT
NOTE:
SEE STRUCTURAL SHEET FOR WOOD HEADER,
CONCRETE LINTEL SPECIFICATIONS AND
CONNECTOR CHART.
STAIR CALLS.
FLOOR TO FLOOR HEIGHT
9'-10 3 4"
CONVERTED TO INCHES
118 3 4"
TOTAL NUMBER OF RISERS
17
TYP. RISER HEIGHT 16 AT
6 63 64" = 6.98"
TREAD DEPTH
11
NOSING
1"
f�TA:3 A T s PLAN ST',r w, _ o
iLxa .;�4 �,f d avvtn8s is s
� Lg)j7esates. A.
is .eqj thi e
,.0 IM, zaet�
to 1jr C.r,.�til��.e�i. i.xs
valid rest rate yeas alt
stamp8
L E1`,TDk,MANN u E NI (
3`0 E'agt l y �a
CnmsU.;Y t:; E mr
pliC,
Certificate No.
Wiil ara `T'. Lindeatantt
Michael J. Bojacic, I
Norman P ross, 7
William M. Ranieri,
Jul.
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