IFB_250401_ATTACHMENT_A_-_Construction_Plans_Drawings12.9.2024.pdf
PDF 8 MB Posted
- Solicitation number
- 250401
- Issued by
- Lake County, Florida
About this file
These architectural and engineering construction drawings detail the plans for the John L. Johnson Park Restroom project for the City of Leesburg, Florida. The comprehensive set of plans includes 17 technical sheets covering architectural, structural, electrical, plumbing, and interior design specifications for a 560 square foot public restroom facility. The drawings, prepared by Senatore Inc. in June 2016, show a single-story masonry building with a green metal roof, brick wainscoting, and separate men's and women's restroom areas, along with a janitor's closet. The facility is designed with ADA-compliant fixtures, ceramic tile flooring, and includes essential infrastructure like electrical panels, plumbing connections, and structural details.
The project specifications indicate a focus on durability and code compliance, with detailed requirements for materials including Southern Yellow Pine lumber, concrete foundations, metal roof systems, and specific manufacturer-approved components. The electrical plan shows a 100-amp service with provisions for lighting, receptacles, and emergency systems, while the plumbing plan includes fixtures from manufacturers like American Standard, Kohler, and Sloan. The drawings demonstrate careful attention to local building codes, Florida Building Code requirements, and accessibility standards, suggesting a comprehensive approach to designing a functional, safe, and code-compliant public restroom facility for the City of Leesburg.
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TABLE OF AREAS
SF / LA (ENCLOSED)
SF ENTRY PORCH
SF TOTAL UNDER ROOF (TUR)
THE CITY OF LEESBURG
JOHN L. JOHNSON PARK RESTROOM
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
Architect Fl License No. AR0006808 • Certified Contractor Fl License No. CB C060129
Design / Build Specialists
1317 Sumter Street, Leesburg, Florida 34748 • Phone 352.787.1121 Fax: (352) 728-8292
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SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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6.
6.
LEFT FRONT CORNER
28'
20'
10'
ENTRY PORCH
LEFT FRONT CORNER
10'
ENTRY PORCH
Drawing Index James P. Senatore, Architect
8'-0"
8'-0"
TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
RISK CATEGORY NATURE OF OCCUPANCY
I Buildings and other structures that represent a low hazard to human life in the event of failure, including but not limited to:
• Agricultural facilities.
• Certain temporary facilities.
• Minor storage facilities.
• Screen enclosures.
II Buildings and other structures except those listed in Risk Categories I, III and IV
III Buildings and other structures that represent a substantial hazard to human life in the event of failure, including but not limited to:
• Buildings and other structures whose primary occupancy is public assembly with an occupant load greater than 300.
• Buildings and other structures containing elementary school, secondary school or day care facilities with an occupant load greater than 250.
• Group I-2 occupancies with an occupant load of 50 or more resident patients but not having surgery or emergency treatment facilities.
• Group I-3 occupancies.
• Any other occupancy with an occupant load greater than 5,000a.
• Power-generating stations, water treatment facilities for potable water, waste water treatment facilities and other public utility facilities not included in Risk Category IV.
• Buildings and other structures not included in Risk Category IV containing sufficient quantities of toxic or explosive substances to be dangerous to the public if released.
IV Buildings and other structures designated as essential facilities, including but not limited to:
• Group I-2 occupancies having surgery or emergency treatment facilities.
• Fire, rescue, ambulance and police stations and emergency vehicle garages.
• Designated earthquake, hurricane or other emergency shelters.
• Designated emergency preparedness, communications and operations centers and other facilities required for emergency response.
• Power-generating stations and other public utility facilities required as emergency backup facilities for Risk Category IV structures.
• Structures containing highly toxic materials as defined by Section 307 where the quantity of the material exceeds the maximum allowable quantities of Table 307.1(2).
• Aviation control towers, air traffic control centers and emergency aircraft hangars.
• Buildings and other structures having critical national defense functions.
• Water storage facilities and pump structures required to maintain water pressure for fire suppression.
FLORIDA PRODUCT APPROVAL NUMBERS
PRODUCT TYPE APPROVAL NUMBER MFG AND DESCRIPTION
Windows FL 1435.1
FL 5012.3
"PGT" - Single Hung Windows "PGT" - Fixed Glass Windows
Exterior Door FL 1170.3 "THERMA TRU" - Fiber Classic Doors
Metal Roofing FL 1832.1 "McElroy Metal, Inc." - MasterLoc 90
Fascia & Soffit FL 1621 "Alcoa" - Alum Fascia And Soffit
Truss Plates FL 1999
FL 2034.2
"Alpine" - Metal Truss Plates "Robbins Engineering, Inc." - Metal Truss Plates
Steel All-thread FL 1566 "Fastening Specialist, Inc." - Structural Components Wood Connectors Anchors
Epoxy "Powers Fastener Inc." - High Proformance Epoxy Anchor SystemFL 2209.5
"Powers Fastener Inc."
Heavy Duty Concrete Screw AnchorFL 2209.10Wedge Bolts
"A35" - 474.4
"H1" - FL 474.108
"H2" - FL 474.114
"H4" - FL 474.117
"H10" - FL 474.109
"H10-2" - FL 474.110
Straps & Clips "Simpson Strong Tie Connectors"
"LU24" - FL 474.267
"LTT20B" - FL 474.264
"LSTA30" - FL1901.35
"META16" - FL 1901.15
"TBE4" - FL 503.49
Lintels FL 158 - R1 "Cast-crete" - Pre-cast Concrete Lintels
Ext Steel Door FL 4553.1 "CECO" - Steel Flush Doors
Garage Door FL 5678.1 "CLOPAY" - Overhead Garage Door
Reference Codes a.) Florida Building Code Fifth edition b.) ASCE7-10 c.) Florida Fire Prevention Code, Fifth edition.
d.) Life Safety Code, NFPA 101 e.) National Fire Alarm Code, NFPA 72 f.) National Electric Code, NFPA 70, Fifth edition.
Occupancy Per Section 303 FBC 2014 Construction Type - Per Section Fire Resistance - Type , Non
Allowable areas per Table 503 One Story 5,000 sf Allowable Area in Table 503
Allowable Height per Table 503 40'-0" ft max. allowable height
Wind Velocity Mean Roof height Building Category Type , Non
Internal Coefficient Design Pressure Walls 41.71, -45.25 (Zone 4) -55.85 (Zone 5)
Windows 41.71, -45.25 (Zone 4) -55.85 (Zone 5) Door 41.71, -45.25 (Zone 4) -55.85 (Zone 5) Roof (Zone 1; 24.04, -38.18), (Zone 2; 24.04, -66.46), (Zone 3; 24.04, -98.27)
Table 1806.2 Soil Bearing capacity 2,000#'s/sf Structural Lumber Deflection Limits L/240 / Min live loads FBC Chapter 16 Attic Mechanical Live Load 100#'s / sf Fire blocking continuous at all ceiling lines
CODE REVIEW
OCCUPANCY CLASSIFICATION / ALLOWABLE AREA AND HEIGHT
DESIGN PRESSURES / STRUCTURAL LOADS
ARCHITECT’S NOTES:
ARCHITECT’S ABBREVIATIONS
1 PROJECT INFORMATION
2 OWNER INFORMATION
A) Owner: The City of Leesburg
3 ARCHITECT OF RECORD
4 GENERAL CONTRACTOR (GC) OF RECORD
7 SUBCONTRACTORS
9 PERMITTING JURISDICTIONS
Architect’s Abbreviations ASBO: As Selected By Owner BO: By Owner CODE: Applicable Building, Fire, Electrical, Zoning etc. “Codes & Regulations” GC: General Contractor N/A: Not Applicable to Job NIB: Not Included in Bid NIC: Not In Contract NIP: Not In Plans (Not shown Architect’S Plans) NOC: Notice of Commencement NTO: Notice to Owner UNO: Unless Noted Otherwise Owner: City of Leesburg
A/E James P. Senatore, Architect / Contractor State of Florida: AR 0006808
Architectural Specification Index Division 1 General Conditions 1 Project Information 2 Owner Information 3 Architect 4 General Contractor 5 Lender 6 Legal 7 Subcontractors 8 Accounting 9 Jurisdictions 10 Engineering 11 Permits 12 Insurance
Division 2 Sitework & Utilities 13 Sitework/Pad/Drainage 14 Utilities 15 Layout 18 Backfill 19 Termite 56 Drive/Parking/Curb/Signs 57 Landscaping 58 Walks & Pads 59 Clean-Up & Final
Division 3 Concrete Construction 16 Footings 20 Concrete Floor Slab 22 Tie beam
Division 4 Masonry Construction 17 Foundation - Masonry CMU Stem Walls 21 Masonry - CMU Walls 22 Tie beam - Masonry KOL
Division 5 Steel and Metal N/A
Division 6 Wood and Plastics 23 Trusses - Pre-engineered Roof and Floor Trusses 25 Lumber & Framing Materials 26 Labor to install Framing Materials 34 Trim Material 35 Labor to install Doors & Trim
Division 7 Thermal & Moisture Protection 28 Roofing - Metal Roofing 30 Fascia & Soffit 31 Insulation 40 Stucco
Division 8 Windows, Doors & Cabinetwork 27 Windows 36 Doors, Locks & Hardware 46 Glass & Mirrors 47 Cabinets & Toilet Partitions
Division 9 Finishes 32 Drywall 33 Painting 48 Ceramic Tile 50 Floorcovering
Division 10 Specialty Items 29 Accessories - RR Signs, Janitor Items, Fire Extinguishers 51 Kitchen Equipment 64 Sound & Video System 65 Sign
Division 15 Mechanical
54 HVAC
55 Plumbing
Division 16 Electrical 52 Fire Alarm 53 Electrical Wiring & Light Fixtures
10 ENGINEERING
12 INSURANCE & BONDS
13 SITEWORK / BUILDING PAD / DRAINAGE
14 UTILITIES
15 LAYOUT
16 FOOTINGS
17 FOUNDATION
18 BACKFILL
19 TERMITE
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SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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6.
23 WOOD PRE-ENGINEERED ROOF TRUSSES
25 LUMBER
26 FRAMING
27 WINDOWS
28 METAL ROOFING SYSTEM
29 ACCESSORIES
30 FASCIA AND SOFFIT
31 INSULATION
32 DRYWALL
33 PAINTING
34 WOOD TRIM MATERIAL
35 LABOR TO TRIM
20 CONCRETE SLAB ON GRADE
21 MASONRY
22 MASONRY HORIZONTAL / VERTICAL TIE BEAMS
36 DOORS, HARDWARE AND STORE FRONT SYSTEM
40 STUCCO FINISH SYSTEM
42 SHELVING
46 GLASS & MIRRORS (INTERIOR)
47 TOILET PARTITIONS
48 CERAMIC TILE
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SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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50 FLOORCOVERING
53 ELECTRICAL WIRING & LIGHT FIXTURES
54 VENTILATION (NO HVAC)
55 PLUMBING
57 LANDSCAPING
58 WALKS & PADS
59 SITE SERVICES, CLEAN-UP & FINAL
65 SIGN
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SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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R
FRONT ELEVATION
Scale: 1/4" = 1'-0"
A
20'-8"
8' -0
2' -0
1' -4
2'-5"
3'-1"
7'-8"
1/
2" 4'
-4
/2
5'-0"
3'-0" 2'-6"
10'-4" 10'-4"
6'-8"
2'-0" OH
4'-0"
MAIN FLOOR ASSUMED ELEVATION
100'-0"
TOP OF BRICK
102'-0"
MAIN BRG HGT
108'-0"
TOP OF BRICK BETWEEN DOORS
104'-0"
R
9"
9"
9"
9"
8"
8"
MALTESE
CROSS
6' -8
1'-4"
28'-0"
20'-0" 8'-0"
2' -0
5' -4
8"
1' -4
3'-4"
2'-0" OH
1' -4
4'
-4
/2
1/
2" 2'
-8
8' -0
2'-0" OH
LEFT ELEVATION
Scale: 1/4" = 1'-0"
B
1' -4
28'-0"
8'-0" 20'-0"
2' -0
6' -8
8"
1' -4
1'-4"
3'-4"
2'-0" OH
1' -4
4'
-4
/2
1/
2" 2'
-0
8"
8' -0
2'-0" OH
RIGHT ELEVATION
Scale: 1/4" = 1'-0"
C
Standing Seam Metal Roof
Brick Wainscot see specs
Cast Concrete Midband Fixed glass alum window
REAR ELEVATION
Scale: 1/4" = 1'-0"
D
20'-0"
8' -0
2'-0" OH
2'-0" OH
MAIN FLOOR ASSUMED ELEVATION
100'-0"
TOP OF BRICK
102'-0"
MAIN BRG HGT
108'-0" JO
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8, an d
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P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
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A
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2016.06
EL
EV
AT
IO
NS
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
ES
C
RI
PT
IO
N
DA
TE
BI
D
SE
T
6.
6.
FLOOR PLAN
Scale: 1/4" = 1'-0"
A
20'-0"
'-0
'-0
8'
-0
'-0
8'
-0
5'-0" 10'-0" 5'-0"
100 PORCH
20'-0" X 8'-0"
C2B / W5E, W67 / F2B
DF DF
40" X 16"
FG WD
40" X 16"
FG WD
40" X 16"
FG WD
40" X 16"
FG WD
40" X 16"
FG WD
40" X 16"
FG WD
3070 DR 3070 DR
D R
EP
103 WOMEN
8'-10" X 18'-8"
C1A / W2C all walls / F1A
102 MEN
8'-10" X 18'-8"
C1A / W2C all walls / F1A
101 JANITOR
CLOSET
6'-0" X 6'-6"
C1A / W2BC, F1A
22 1/2" X 54"
PULL DOWN
STAIR
20'-0"
3' -0
7'
-0
7' -0
3'
-0
3' -0
7'
-0
7' -0
3'
-0
'-0
Note:
1. Interior Finish above Ceramic Tile shall be knock down stucco, painted
Room
0'-0" X 0'-0"
CLG AT 0'-0"
C / W / F
Interior Finishes - UNO
1 - 5/8" Drywall - Type X - Spec.32
2 - 1/2" Versatex Bead Board
1 - 5/8" Drywall - Type X
2 - Ceramic Tile - Spec.48
3 - 5/8" Plywood - Spec.25
4 - 1/4" Peg Board
5 - Stucco (exterior)
6 - Brick (exterior)
1 - Ceramic Carpet - Spec.50
2 - Concrete - Spec.20
Materials & Colors ASBO;
A - Smooth Finish; Painted
B - Painted
A - Smooth Finish; Painted
B - 96" high wainscot
C - 60" high wainscot
D - Unfinished
E - Sand Finish; Painted
F - Running Bond Pattern
A - Decorative Cove Base
B - No Base
ROOM FINISH
SCHEDULE
ROOM NUMBER
ROOM SIZE
FLOOR FINISH
WALL FINISH
CEILING FINISH
ROOM NAME
5" Durarock
Epoxy Flooring
5/8" Drywall
1/8" Tile Mastic
Ceramic Tile
Sanitary Base
3" Decorative Cap
5/8" Drywall
1/8" Tile Mastic
1/4" Ceramic Tile
1'-4"
1"
3" Brick
1"
3" Brick
2'-0" 16" x 16" masonry column
WALL BASE WB - 01WALL CAP WC - 01POST BASE PB - 02
TABLE OF AREAS
SF / LA (ENCLOSED)
SF ENTRY PORCH
SF TOTAL UNDER ROOF (TUR)
21 MASONRY WALLS
22 MASONRY HORIZONTAL / VERTICAL TIE BEAMS
25 LUMBER
JO
H
N L
. J O
H N
SO
N
P A
R K
R
ES
TR
O
O M
C
IT
Y O
F
LE
E S
B U
R G
DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
TI
CE
: T he In fo rm at ion o n
Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
N
A
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IN
C
JA
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P
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Sh ee t Is T he P ro pe rty o f J am es P.
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8, an d
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W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
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8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
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P
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ST
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TI
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N
2016.06
FL
O
O R
PL
A
N
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
ES
C
RI
PT
IO
N
DA
TE
BI
D
SE
T
6.
6.
FOUNDATION PLAN
A
20'-8"
'-8
'-0
8'
-0
'-0
8'
-0
'-8
20'-8"
10'-0"
3' -9
'-7
3' -8
3' -9
'-7
3' -8
3'-8"
4'-8"
3'-8"
4'-8"
FD
WC
LAV
WC
WC
LAV
FD
LAV
FD
LAV
UR
FD
100'-0" Assumed Main Floor Elevation 4" Thick 3,000psi concrete with 6 x 6 10/10 wwm on 6 mil visqueen on clean, compacted, termite treated fill
99'-10 1/2" 99'-10 1/2"
99'-11 3/4"
SL
OP
E
1/ 2"
SL
OP
E
1/ 2"
99'-11 3/4"
B
B
B
B
D
E
4"
'-0
4"
4" 20'-0" 4"
100'-0"100'-0"
4"
'-0
4"
4" 20'-0" 4"
Vertical Filled Cell Fill cell with 3,000psi concrete and
(1) #5 rebar cont from footing to tie beam
JS
Concrete Pedastal at each Column 28" x 28" at Fin Floor Elevation
2' -2
3'
-0
3' -0
3'
-0
8' -1
0" 8'
-4
2' -2
3'
-0
3' -0
3'
-0
8' -1
0" 8'
-4
WC WC
C
0"1' -0
6' -4
'-8
'-0
'-0
0"
1'-0"
5'-0"
7'-8"
12'-4"
15'-0"
19'-0"
20'-0"
0"
1' -0
3' -4
6' -8
'-4
'-8
'-0
'-0
0"
1'-0"
5'-0"
7'-8"
12'-4"
15'-0"
19'-0"
20'-0"
D
E
E
F
F
G
TYP FOUNDATION DETAIL
Scale: 3/4" = 1'-0"
B
4" 1'
-0
"6"
4"
8" 1'
-6
1' -4
BUILDING LINE4"
3" 1"
GRADE
TYPICAL SLAB ON GRADE
4" THICK 3,000 PSI CONCRETE WITH
6 X 6 10/10 WWM ON 6 MIL VISQUEEN
ON CLEAN, COMPACTED, TERMITE
TREATED FILL
TYPICAL SPREAD FOOTING
20" X 10" 3,000 PSI CONCRETE WITH
(3) #5 REBAR (GRADE 40) WITH
(1) #5 CROSSBAR AT 48" OC
LAP ALL REBAR 25" MIN
VERTICAL REBAR AT FILLED CELLS
100'-0" F.F.
1'-8"
4" 6" 6" 4"
FOUNDATION DETAIL AT PORCH
Scale: 3/4" = 1'-0"
D
4" 1'
-4
1' -8
"4" 8"
4"
1/
4"
8" 1'
-6
1' -4
6"
4"
BUILDING LINE4"
3" 1"
GRADE
100'-0" F.F.
2'-8"
TYPICAL SLAB ON GRADE
4" THICK 3,000 PSI CONCRETE WITH
6 X 6 10/10 WWM ON 6 MIL VISQUEEN
ON CLEAN, COMPACTED, TERMITE
TREATED FILL
TYPICAL SPREAD FOOTING
32" X 10" 3,000 PSI CONCRETE WITH
(4) #5 REBAR (GRADE 40) EACH WAY
WITH LAP ALL REBAR 25" MIN
VERTICAL REBAR AT FILLED CELLS
4" 8" 8" 8" 4"
TYP FOUNDATION DETAIL
Scale: 3/4" = 1'-0"
C
1/ 4"
BUILDING LINE4"
3" 1"
100'-0" F.F.
99'-11 3/4"
TYPICAL SLAB ON GRADE
4" THICK 3,000 PSI CONCRETE WITH
6 X 6 10/10 WWM ON 6 MIL VISQUEEN
ON CLEAN, COMPACTED, TERMITE
TREATED FILL
VERTICAL REBAR AT FILLED CELLS
4" 1'
-0
"6"
4"
TYPICAL SPREAD FOOTING
20" X 10" 3,000 PSI CONCRETE WITH
(3) #5 REBAR (GRADE 40) WITH
(1) #5 CROSSBAR AT 48" OC
LAP ALL REBAR 25" MIN
1'-8"
4" 6" 6" 4"
16 Footings
17 Foundation
20 Concrete Slab on Grade
FOUNDATION DETAIL AT PORCH
Scale: 3/4" = 1'-0"
E
4" 1'
-1 0" 2' -2
"1' -0
6"
4"
8" 1'
-6
4" 1'
-0
BUILDING LINE4"
GRADE
TYPICAL SLAB ON GRADE
4" THICK 3,000 PSI CONCRETE WITH
6 X 6 10/10 WWM ON 6 MIL VISQUEEN
ON CLEAN, COMPACTED, TERMITE
TREATED FILL
TYPICAL SPREAD FOOTING
20" X 10" 3,000 PSI CONCRETE WITH
(3) #5 REBAR (GRADE 40) WITH
(1) #5 CROSSBAR AT 48" OC
LAP ALL REBAR 25" MIN
100'-0" F.F.
1'-8"
4" 6" 6" 4"
FOUNDATION DETAIL AT DOOR
Scale: 3/4" = 1'-0"
F
4" 1'
-1 0" 2' -2
"1' -0
6"
4"
1' -4
4" 1'
-0
BUILDING LINE
TYPICAL SLAB ON GRADE
4" THICK 3,000 PSI CONCRETE WITH
6 X 6 10/10 WWM ON 6 MIL VISQUEEN
ON CLEAN, COMPACTED, TERMITE
TREATED FILL
TYPICAL SPREAD FOOTING
20" X 10" 3,000 PSI CONCRETE WITH
(3) #5 REBAR (GRADE 40) WITH
(1) #5 CROSSBAR AT 48" OC
LAP ALL REBAR 25" MIN
100'-0" F.F.
1'-8"
4" 6" 6" 4"
DOOR THRESHOLD
8" X 8" FORMED EDGE
3,000PSI CONCRETE WITH
(1) #5 REBAR CONT
MITERED FOOTING CORNER DETAIL
Scale: 3/4" = 1'-0"
G
1' -8
1'
-8
4" 8"
BUILDING LINE
TYPICAL SPREAD FOOTING
20" X 10" 3,000 PSI CONCRETE WITH
(3) #5 REBAR (GRADE 40) WITH
(1) #5 CROSSBAR AT 48" OC
LAP ALL REBAR 25" MIN
1'-8"
4" 6" 6" 4"
(2) #5 REBAR AT 45º
8" 4"
JO
H
N L
. J O
H N
SO
N
P A
R K
R
ES
TR
O
O M
C
IT
Y O
F
LE
E S
B U
R G
DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
TI
CE
: T he In fo rm at ion o n
Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
N
A
TO
RE
IN
C
JA
M
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P
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TO
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8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
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Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
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P
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C
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ST
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2016.06
FO
UN
DA
TI
O N
PL
A
N
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
ES
C
RI
PT
IO
N
DA
TE
BI
D
SE
T
6.
6.
'-0
'-0
8'
-0
'-0
8'
-0
'-0
20'-0"
10'-0" 10'-0"
6'-10" 6'-4" 6'-10"
'-1
0" 7'
-2
3' -0
7'
-0
7' -0
3'
-0
3' -0
7'
-0
7' -0
3'
-0
AA
D
A
B B
Precast Lintel 18'-8" brg at 8'-8" aff
16" X 16" Masonry column filled with 3,000psi concrete and (4) #5 rebar grade 40 cont from footing to tie beam
A
2 x 8 blocking at Toilet partitions
C
20'-0"
3414 FG
40" x 16" RO
Precast lintel 96" brg at 8'-8" aff
5'-0" 10'-0" 5'-0"
A
C
1' -4
6'
-8
3414 FG
40" x 16" RO
3414 FG
40" x 16" RO
3414 FG
40" x 16" RO
3414 FG
40" x 16" RO
3414 FG
40" x 16" RO
1'-4" 17'-4" 1'-4"
B
Precast lintel 96" brg at 8'-8" aff
Precast lintel 56" brg at 8'-8" aff
WALL FRAMING PLAN
Scale: 1/4" = 1'-0"
A
Tile
Fin. Floor
Sanitary Base
Vertical Filled cell
Horizontal Tie beam
HEAD
PLAN
SILL
3" brick 1" air space
7 5/8"
Tile
Fin. Floor
Sanitary Base
Vertical Filled cell
Horizontal Tie beam
HEAD
PLAN
SILL
3" brick 1" air space
7 5/8" 1/2" durarock
Fin. Floor
Pt 2 x 6
(syp#2) 2 x 6 Studs at 16" oc dbl 2 x 6 top plates
HEAD
SILL
5 1/2"
5/8" dw 1/4" tile
1/2" durarock
5 1/2"
Fin. Floor
Pt 2 x 6
(syp#2) 2 x 6 Studs at 16" oc dbl 2 x 6 top plates
5"
5/8" dw 1/4" tile
PLAN
EXTERIOR WALL - A
3 1/2"
1/2" durarock tile
Fin. Floor
Pt 2 x 4
(syp#2) 2 x 4 Studs at 16" oc dbl 2 x 4 top plates
HEAD
PLAN
SILL
1/2" durarock tile
5" 5"
EXTERIOR WALL - BINTERIOR WALL - CINTERIOR WALL - D
Mark Brg Hgt
A
B
C
D
6'-8"
Cast-Crete Gravity Load
Mark Length
4'-8"8F16-1B
Cast-Crete Gravity Load
#'s/lf
LINTEL SCHEDULE / MASONRY R.O.
Masonry Rough Opening
40" x 16"3414 FG
Size
3474 DR 40" x 88" 7'-4"4'-8"8F32-1B
6-8/8-8
17-4/8-8
80" x 104" 6'-8"8'-0"8F16-1B 1,843 #'s/lf
208" x 104" 6'-8"18'-8"8F16-1B 750 #'s/lf
8,328 #'s/lf
4,360 #'s/lf
D
C C
B B
A
A
A
A
A
A
8” PRECAST U-LINTELS
WWW.CASTCRETE.COM Page 14 © 2012 Cast-Crete Corporation
SAFE LOADS (LBS/FT)
8F20-1B
(45)
GRAVITY
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRECAST
PRESTRESSED
PRESTRESSED
PRESTRESSED
PRESTRESSED
8F8-1B 8F8-0B
8F12-1B
8F12-0B
8F16-1B
8F16-0B 8F20-0B
8F24-1B
8F24-0B
8F28-1B
8F28-0B
NR
NR
10394
10394
10294
10394
8U8
NR
8F32-0B
8F32-1B
11809
11809
11809
10127
5163 6607 8054 9502 10951
NR NR NR NR NR NR
NR NR NR NR NR NRNR
NR NR NR NR NR NRNR
NR NR NR NR NR NRNR
PRESTRESSED
PRESTRESSED
NRNR NR NR NR NR NR
NRNRNRNRNRNRNR
412 710 1250 1733 2320 2513
300 548 950 1326 1609 1849 2047
PRECAST 1966
PRESTRESSED
(36) (19) (19) (19)
22'-1" TO 24'-0"
21'-5" TO 22'-0"
19'-5" TO 21'-4"
17'-5" TO 19'-4"
15'-5" TO 17'-4"
14'-9" TO 15'-4"
14'-1" TO 14'-8"
13'-5" TO 14'-0"
12'-1" TO 13'-4"
11'-5" TO 12'-0"
10'-7" TO 11'-4"
9'-5" TO 10'-6"
7'-7" TO 9'-4"
6'-7" TO 7'-6"
(19) (19) (20)
(37) (14)
5'-11" TO 6'-6"
5'-5" TO 5'-10"
4'-7" TO 5'-4"
4'-1" TO 4'-6"
3'-7" TO 4'-0"
2'-8" TO 3'-6"
(44) (15)
(37) (47)
(38) (45)
540 873 1254 1684 2193 2805 3552
471 755 1075 1428 1838 2316 2883
NR
NR
NR
NR
NR
NR
NR NR NR NR NR NR
LINTEL LENGTH
OVERALL TYPE OF LINTEL
(7)
21 MASONRY WALLS
22 MASONRY HORIZONTAL / VERTICAL TIE BEAMS
25 LUMBER
JO
H
N L
. J O
H N
SO
N
P A
R K
R
ES
TR
O
O M
C
IT
Y O
F
LE
E S
B U
R G
DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
TI
CE
: T he In fo rm at ion o n
Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
SE
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P er m iss ion o f J am es P.
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P er m iss ion o f J am es P.
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2016.06
W
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FR
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P
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6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
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6.
6.
WALL SECTION AT PORCH POST
Scale: 3/4" = 1'-0"
B
8" 1'
-6
2' -0
1/ 2"
5' -8
/2
8' -0
42'-0" O.H.
2'-8"
2' -2
"1' -4
5/8" rebar at filled cells 4" slab on grade
SPREAD FOOTING AT COLUMN
32" X 32" X 10" 3,000PSI CONCRETE
AND #5 REBAR AT 8" OC EACH WAY
4" peanut block for brick
Brick wall ties at 8" oc H/V Brick "French Country Bluff" Waterproof on masonry at brick 26ga Galv. flashing Stone Cap 5/8" vertical rebar at filled cells
Painted Skip trowl finish 3/4" stucco exterior
Typical Horizontal Tie beam fill top two courses with 3,000psi concrete and (1) #5 rebar grade 40 lap 25"min
META16 simpson truss strap
5/8" fire "X" gypsum ceiling Attic insulation 9" (R-30)
Typical Standing Seam Metal Roof Standing Seam Metal Roof with kynar color on peel and stick ice/water shield on 5/8" cdx plywood with "H" plyclips on pre-engineered roof trusses at 24" oc
Alum Dripedge 6" Alum Fascia
2 x 6 Subfascia vented alum soffit
2 x 4 with 1 x 4 deadwood fasten soffit with 1/4" x 2" hex head screws soffit "f" channel
Grade
Paint on stucco on 4" block for brick
F
4" 8" 8" 8" 4"
DOOR HEIGHT
STEEL JAMB 85"
WOOD JAMB 86"
ROUGH DOOR OPENING
STL JAMB 38"
WD JAMB 38"
W
AL
L
HE
IG
HT
8" OC FIELD
4" OC EDGES
NOTES:
1. FRAMING MATERIAL CAN BE SPRUCE, FIR OR 20 GAUGE METAL
2. 2 X 4 STUDS AT 16" OC SEE WALL FRAMING PLAN FOR SIZE AND LOCATION.
3. FASTEN STUDS TO BOTTOM AND TOP PLATES WITH 3 - 16d NAILS AND TOE NAIL 2 - 16d NAILS THRU SIDES OF STUDS INTO PLATES.
4. THREE INCH (3") T NAILS AT 8" OC STAGGERED BETWEEN STUD BAYS
5. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED FOR INTERIOR USE.
6. LAP TOP PLATES 48" MIN FASTEN WITH 6 - 16d NAILS.
7. ONE JACK STUD AND ONE KING ON EACH SIDE OF DOOR OPENING.
8. DOOR ROUGH FRAME OPENINGS FOR KNOCK STEEL DOOR JAMBS; DOOR WIDTH PLUS 2" AND DOOR HEIGHT PLUS 1".
9. ONE (1) 2 X 6 DOOR HEADER NON-LOAD BEARING WALL. NOTCH CRIPLES ABOVE OPENINGS.
PT 2 X 4, 6 BOTTOM PLATE CONT
2 X 4 OR 2 X 6 STUDS AT 16" OC
1 2
LAP 48" M
IN
8" OC
6DBL 2 X 4, 6 WOOD TOP PLATE CONT
LAP 24" MIN FASTEN WITH 6 - 16d NAILS
16" OC
INDICATES DOOR
NUMBER SEE DOOR
SCHEDULE
3" T NAILS AT 8" OC STAGGERED
BETWEEN STUD BAYS
7 7
5/8" DRYWALL ATTACH WITH
11GA 1 3/4" GALVANIZED WITH
7/16" HEAD 4" OC AT EDGES
AND 8" IN THE FIELD
SEE TABLE 2304.9.1 FBC 2010
FRAMING ELEVATION NON-LOAD BRG
Scale: 1/4" = 1'-0"
D
TYPICAL WALL SECTION
Scale: 3/4" = 1'-0"
A
8" 1'
-6
2' -0
1/ 2"
5' -8
/2
8' -0
42'-0" O.H.
1'-8"
2' -2
4" 1'
-1 0"
5/8" rebar at filled cells 4" slab on grade
TYPICAL SPREAD FOOTING
20" X 10" 3,000PSI CONCRETE WITH
(3) #5 REBAR GRADE 40 CONT AND
(1) #5 CROSSBAR AT 48" OC
LAP 25" MIN
Ceramic Tile sanitary base 4" peanut block for brick
Brick wall ties at 8" oc H/V Brick "French Country Bluff" Waterproof on masonry at brick 26ga Galv. flashing Stone Cap 5/8" vertical rebar at filled cells Ceramic Tile Corefill 500 block fill
Painted Skip trowl finish 3/4" stucco exterior decorative tile cap
Typical Horizontal Tie beam fill top two courses with 3,000psi concrete and (1) #5 rebar grade 40 lap 25"min
META16 simpson truss strap 5/8" fire "X" gypsum ceiling Attic insulation 9" (R-30)
Typical Standing Seam Metal Roof Standing Seam Metal Roof with kynar color on peel and stick ice/water shield on 5/8" cdx plywood with "H" plyclips on pre-engineered roof trusses at 24" oc
Alum Dripedge 6" Alum Fascia
2 x 6 Subfascia vented alum soffit
2 x 4 with 1 x 4 deadwood fasten soffit with 1/4" x 2" hex head screws soffit "f" channel
Grade
Paint on stucco on 4" block for brick
F
Painted Knock down finish 1/8" stucco interior
WALL SECTION AT PORCH WALL
Scale: 3/4" = 1'-0"
C
Azek Beadboard ceiling
F
1' -4
4'
-0
1/
2" 3'
-8
/2
8' -0
1'-8"
2' -2
4"
5/8" rebar at filled cells 4" slab on grade
Ceramic Tile sanitary base 4" peanut block for brick
Brick wall ties at 8" oc H/V Brick "French Country Bluff" Waterproof on masonry at brick
26ga Galv. flashing Stone Cap
5/8" vertical rebar at filled cells Ceramic Tile Corefill 500 block fill
Painted Skip trowl finish 3/4" stucco exterior decorative tile cap
Typical Horizontal Tie beam fill top two courses with 3,000psi concrete and (1) #5 rebar grade 40 lap 25"min
5/8" fire "X" gypsum ceiling Attic insulation 9" (R-30)
TYPICAL SPREAD FOOTING
20" X 10" 3,000PSI CONCRETE WITH
(3) #5 REBAR GRADE 40 CONT AND
(1) #5 CROSSBAR AT 48" OC
LAP 25" MIN
1/
2"
1/ 2" s lo pe
5 1/2"
4"
R 1 1/2"
Flashing "A" 24ga galv flashing 5 9/16" tall x 4" with hemed edges
MIDBAND FLASHING DETAIL
Scale: 3" = 1'-0"
F
Flashing "B" 24ga galv flashing 5 9/16" tall x 3/4" with hemed edges
Nest into top hem of flashing "A"
4"
5 9/16"
1/16"
1/4"
1/2" 1/
2"
1/16" 1/
4"
2"
1/32"
3/
3/4"
1/32"
1/4"
FLASHING "A"
FLASHING "B"
1/
2"
1/ 2" s lo pe
5 1/2"
4"
R 1 1/2"
Flashing "A" 24ga galv flashing 5 9/16" tall x 4" with hemed edges
MIDBAND FLASHING DETAIL AT POST
Scale: 3" = 1'-0"
G
Flashing "C" 24ga galv flashing 2" tall x 2" with hemed edges
2"
2"
1/32"
3/
1/32"
1/4"
1/32"
FLASHING "C"
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DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
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8, an d
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W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
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2016.06
W
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DE
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S
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
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6.
6.
20'-0"
ROOF FRAMING PLAN
Scale: 1/4" = 1'-0"
A
'-0
'-0
20'-0"
6'-8" 6'-8" 6'-8"
7'-0" 6'-0" 7'-0"
'-0
8'
-0
'-0
'-0
8'
-0
'-0
24 Trusses - 2 x 6 subfascia cont.
24 Trusses - 2 x 4 Rat run lateral bracing on top of bottom chord of trusses, fasten with (3) 16d nails into each truss each location.
24 Trusses - 2 x 4 Vertical "X" bracing cont three bays of trusses, fasten with (3) 16d nails into each truss connection.
2 x 6 blocking between bottom chords of trusses aligned with ceiling face, turn 2 x 6 flat for Blocking at Ceiling Mounted Toilet Partitions
24 Trusses - 2 x 4 horizontal "X" bracing cont three bays of trusses, fasten with (3) 16d nails into each truss connection.
TR
US
S
TY
PE
A"
Pull Down Stair
TRUSS TYPE A
Scale: 1/4" = 1'-0"
2'-0" 22'-0"
NOTES FOR VERTICAL AND HORIZONTAL "X" BRACING:
1. FRAMING MATERIAL SHALL BE (SYP #2 OR BETTER).
FRAMING MEMBERS CAN BE SHIFTED TO MISS TRUSS MEMBERS.
2. RAT RUN LATERAL BRACING; 2 X 4 SYP#2 CONT WHERE SHOWN. PLACE ON
TOP OF BOTTOM CHORD OF TRUSS.
3. FASTEN WITH 3 - 16d NAILS AT EACH LOCATION.
4. DEADWOOD BRACE 2 X 4 CONT THREE BAYS OF TRUSSES WHERE SHOWN.
5. HORIZONTAL "X" BRACING.
a) BASE 2 X 4 ON TOP OF BOTTOM CHORD OF TRUSS, SNUG TIGHT BETWEEN RAT RUN
AND DEADWOOD.
b) TOP 2 X 4 PLACE ON TOP OF RAT RUN AND DEADWOOD, ADJUST TO MISS
VERTICAL "X" BRACE.
6) VERTICAL "X" BRACING:
a) 2 X 4 CONT ACCROSS THREE BAYS FROM BOTTOM CHORD TO TOP CHORD OF TRUSSES, ON EACH SIDE OF RAT RUN AS SHOWN.
7) PREENGINEERED ROOF TRUSSES AT 24" OC, SEE ROOF FRAMING PLAN.
FINAL DESIGN BY TRUSS MANUFACTURER.
8) CONNECT TRUSSES TO TIE BEAM WITH SIMPSON STRONG TIE CONNECTORS,
SEE CONNECTOR SCHEDULE.
9) SUBFASCIA 2 X 6 SRUCE OR FIR.
10) EXTERIOR WALL.
5a
5b
24" OC
BRACING DETAIL
N.T.S.
B
23 Wood Roof Trusses
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DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
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: T he In fo rm at ion o n
Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
S en at or e, Ar ch ite ct.
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2016.06
RO
O
F
FR
A M
IN
G
P
LA
N
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
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6.
6.
ROOF PLAN
A
A
B
C
AA
A
C
A
B
C
A
A
A
C
A
A
BA
A
B
A
A
4' -0
4'-0"
4' -0
4'-0"
4' -0
4'-0"
4'- 0"
4'- 0"4'-0"
4'-0"
4'-0"
4'-0"
(2) Off ridge vent
A
AA
A
4' -0
4'-0"
4'-0"4'-0"
4'- 0"
4'- 0"
Underlayment Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying Dry-In Felt parallel to the eaves, with printed side facing up and increased overlap dimensions. Begin by applying a 24” wide starter strip of Dry-In Felt along the eaves.
Then place a full width sheet over the starter, with lower edge flush to the starter’s lower edge. Apply succeeding 48” wide courses of Dry-In Felt up the roof slope, overlapping each previous course a minimum of 20" in “shingle-fashion.” Overlap all vertical side/end joints at least 12” and offset these joints from course to course at least 36”. Apply flat and unwrinkled, carefully fastening as described below to hold in place.
12" Endlaps
Stagger Endlaps 36"
20" lap on 4:12 to 2:12
UNDERLAYMENT DETAIL
A
B
C
ROOF ZONE - END ZONES - #8 ANNULAR RING SHANK NAILS
@ 4" OC @ ENDS OF SHEETS AND @ 6" OC IN FIELD,
INTERMEDIATE SUPPORTS PLY CLIPS BETWEEN TRUSSES
ROOF ZONE - FIELD NAILING - #8 ANNULAR RING SHANK
NAILS @ 6" OC @ ENDS OF SHEETS AND @ 12" OC IN FIELD,
INTERMEDIATE SUPPORTS PLY CLIPS BETWEEN TRUSSES
ROOF ZONE - OH ZONES - #8 ANNULAR RING SHANK NAILS
@ 4" OC @ ENDS OF SHEETS AND @ 4" OC IN FIELD,
INTERMEDIATE SUPPORTS PLY CLIPS BETWEEN TRUSSES
ROOF ZONES
NOTES:
1. ALL CLIPS, STRAPS & TIES ETC... SHALL BE SIMPSON STRONG
TIE CONNECTORS UNLESS OTHERWISE NOTED.
2. UNLESS OTHERWISE NOTED USE (1) "H10A" AT HEEL OF
EACH TRUSS FASTEN AS NOTED
3. VERIFY TRUSS LAYOUT WITH TRUSS MANUFACTURER
TRUSS MANUFACTURER TO PROVIDE ALL TRUSS TO TRUSS CONNECTORS.
4. ROOF DECK - 5/8" (5 PLY) CDX PLYWOOD
ATTACH W/ #8 ANNULAR RING NAILS @ 4" OC @ ENDS OF SHEETS
AND @ 6" OC IN FIELD, INTERMEDIATE SUPPORTS W/ PLYWOOD CLIPS
BETWEEN SUPPORTS.
5. FRAME WALLS - 5/8" (5 PLY) CDX PLYWOOD
ATTACH W/ #8 ANNULAR RING NAILS @ 4" OC @ ENDS OF SHEETS
AND @ 6" OC IN FIELD
6. STRUCTURAL LUMBER TO BE SYP #2 (LOAD BRG PARTITIONS,
RAFTERS, TRUSSES & BEAMS).
7. OTHER FRAMING LUMBER TO BE SPRUCE (NON LOAD BRG PARTITIONS,
FASCIA, ECT...).
8. ALL WOOD IN CONTACT W/ CONCRETE OR MASONRY TO BE
PRESSURE TREATED PINE.
9. ALL HORIZONTAL, VERTICAL AND RAT RUN BRACING IS IN ADDITION TO
BRACING REQUIRED BY TRUSS MFG. ATTACH WITH 3 - 16d NAILS INT
EACH CONNECTION
NAILING SCHEDULE AND GENERAL NOTES
28 Metal Roofing System
30 Fascia and Soffit
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B U
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DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
TI
CE
: T he In fo rm at ion o n
Th is
Sh ee t Is T he P ro pe rty o f J am es P.
S en at or e A rch ite ct, S tat e R eg
8, an d
Is No t T o B e C op ied In
W ho le or
P ar t W ith ou t T he W ritt en
P er m iss ion o f J am es P.
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2016.06
RO
O
F
PL
A N
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
D
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6.
6.
DOOR AND WINDOW SCHEDULE FLOOR PLAN
A
A
A
A
A
A
A3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0" 3'-0"
27 Windows
36 Doors, Hardware and Store Front System
3/4" Azek Sill
7/8" quarter round
7 5/8"
Stucco Exterior Finish 39 3/4" window (40" RMO)
7/8" (quarter round)
Rip 1 x 4 to fit
7/8" quarter round Pt 1 x 4 rip
Building Line
Do or
4"
M as on ry
O pe ni ng
8"
Threshold
7 5/8"
Building Line stucco do or
M as on ry
O pe ni ng
8"
4"
Brick Mold 1 1/4" x 2"
Door
5/
8"
Bu ild in g
Li ne s tu cc o ba nd 36" Door
Masonry Opening 40"
2"
Brick Mold 1 1/4" x 2"
Do or
3/
4"
5/
8"
Bu ild in g
Li ne
1/
4" s tu cc o ba nd
2"
Masonry Opening 40" 4" Band
Brick Mold 1 1/4" x 2"
Do or
36" door
3/
4"
5/
8"
Bu ild in g
Li ne
4" Door 36"
Masonry Opening 40"
2"
Brick Mold 1 1/4" x 2"
Do or
1" 3"
3/
4"
5/
8"
Bu ild in g
Li ne
4"Door 36"
Masonry Opening 40"
2"
Brick Mold 1 1/4" x 2"
Do or
1" 3"
3/
4"
A
3'-0"
1' -4
Fixed Glass Alum Window 3014 36 1/4" x 16 1/4" R.F.O.
WJ - 1
W H
- 1 W
S
- 1
See Door Schedule 38 3/8" x 86 1/2" R.F.O.
27' -0
3'-0"
3'-2 3/8"
7' -1
/4
DJ - 1
D H
- 1 D
S
- 1
DJ - 2
1' -0
" Louver in Door 30" x 12" with bug screen
Kickplate 30" x 6" pu sh p la te
De ad bo lt
2'-6"
6"
/4 w in do w s iz e
RM
O)
Door
-3 JANITOR CLOSET 3068 4 7/8" Frame
C
G H
HARDWARE 26D FINISH
A 3 NRSS Hinges B Key Lock with Lever Handle C Privacy lock with Lever handle D Door Closer E Vision Lite F Wall Stop G Hinge Stop H Kickplate I Passage Lock J Panic device hardware
DOOR SELECTION
A 1 3/4" Solid Core Flush, Rotary Cut Select White Birch B 1 3/8" Solid Core Flush, Rotary Cut Select White Birch C 1 3/4" Hollow Core Flush, Rotary Cut Select White Birch D 1 3/8" Hollow Core Flush, Rotary Cut Select White Birch E 1 3/8" Residential Wood Louver Bi-Fold F 20 min Fire Rated Solid Core Flush, Rotary Cut Select White Birch G Dutch Door, 1 3/4" Solid Core Flush, Rotary Cut Select White Birch H Pocket Door, 1 3/8" Solid Core Flush, Rotary Cut Select White Birch
FRAME SELECTION
A Knock Down Hollow Metal Frame, Painted as Specified in plans B Wood Frame, One Piece Flat Jamb, Clamshell Casing, Finish per Schedule C Wood Frame, Split Jamb, Clamshell Casing, Finish per Schedule D Pocket Door, Passage Lock, Clamshell Casing, Finish per Schedule
WALL THICKNESS
4 7/8" - 3 1/2" Stud with 5/8" drywall each side 5 3/8" - 3 1/2" Stud with 1/2" Sound Board and 5/8" drywall each side 6 7/8" - 5 1/2" Stud with 5/8" drywall each side 7 3/8" - 5 1/2" Stud with 1/2" HushBoard or Plywood and 5/8" drywall each side
A B C D E F A B C D E F G H I J
Interior Door
DOOR
# LOCATION SIZE & TYPE WALL
A B C
FRAME SELECTION
D
DOOR SELECTION
Misc. Notes
HARDWARE
1 MEN'S RR 3070 FRAME
2 WOMEN'S RR 3070 FRAME
HARDWARE 26D FINISH
A 3 NRSS Hinges B Deadbolt with Push / Pulls C Kickplate D Door Closer E Wall Stop F Floor Stop G Deadbolt with Panic Release H ADA Threshold I Rain Cap
DOOR SELECTION
A Therma-tru Fiber Classic B 1 3/4" thick 18ga fully welded flush steel, polystyrene core C 1 3/4" thick 18ga fully welded flush steel, polypropylene core D 1 3/4" Solid Paneled door style "ASBO"
FRAME SELECTION
A Aluminum "Stanley" Automatic Entry Door System B Fully welded 16ga steel frame (2" x 5 3/4") C Full composite jamb
WALL THICKNESS
8" nominal thickness Concrete Masonry Units 6" nominal thickness 2 x 6 stud wall
A B C D A B A B C D E F G H I
Door Schedule Exterior Door
DOOR
# LOCATION SIZE & TYPE WALL
A B C
FRAME DOOR SELECTION
Misc. Notes
HARDWARE
B 30" x 12" Louver with Bug Screen
A B D H
A B D H
GLASS SELECTION
A Insulated, tinted, Temperer glass insert B 6" x 30" Vision Lite wired glass insert C 5" x 25" Vision Lite wired glass insert
B
A
GLASS
A A A B HD
C
C
E
E
G
B B 30" x 12" Louver with Bug Screen
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D O
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6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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6.
6.
Hiny Hider Floor To Ceiling Drawings
FLOOR TO CEILING
8” Aluminum Wrap-Around Hinge Continuous Aluminum Brackets
Toilet Compartments & Screens | Hiny Hiders® Toilet Partitions | Specifications & Drawings |
Drawings for all con�guration options are available at www. scrantonproducts.com and on the memory stick attatched to the binder.
FLOOR PLAN
Scale: 1/4" = 1'-0"
A
B
C
D
6"
8'-10 1/4"
2'-8" 5'-8 1/4"
6'-0"
3'-0"
3'-0"
6'-10 1/2"
18'-10 1/2"
4"
2'-4"
4"
3'-0"
5'-8 1/4" 2'-8" 6"
8'-10 1/4"
2'-0"
4"
6' -0
3'
-0
3' -0
WOMEN'S RESTROOM ELEVATION
Scale: 3/8" = 1'-0"
B
2'-0"
5'-0"
1'-0"
2'-10"
5'-0"
3'-0"
2'-2"3'-6"
Teide "Noche" 10" x 16" ceramic tile
Ceramic Carpet Cove "Sahara"
Ceramic tile trim
5" 2'-2"
5"
18'-10 1/2"
6'-0" 3'-0" 3'-0" 4 3/4"
6'-5 3/4"
1'-6" 3'-0" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"
3'-0"
10"
WOMEN'S RESTROOM ELEVATION
Scale: 3/8" = 1'-0"
C
8'-0"
8'-11 1/8"
6" 2'-8" 5'-9 1/8"
2' -0
5'
-0
1' -0
9 1/4" 4'-11 7/8"
MEN'S RESTROOM ELEVATION
Scale: 3/8" = 1'-0"
D
18'-10 1/2"
5'-0"
1'-5 1/2"
6'-5 3/4" 4 3/4"
3'-0" 3'-0" 6'-0"
1'-6" 1'-6" 1'-6" 1'-6"
3' -0
3'
-8
5" 2'-2"
5" 5" 2'-2" 3'-5"
1'-6" 3'-0" 1'-6"
42 Shelving
46 Glass & Mirrors (Interior)
47 Toilet Partitions
48 Ceramic Tile
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DRAWING BY :
CHECKED BY :
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2016.06
IN
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EV
AT
IO
NS
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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6.
6.
A
B
C
C
GFI
F
In Attic
G
EXIT
B
G
A
OS
C
C
C
GFI
G
EXIT
B
OS
C
B
ELECTRICAL PLAN
Scale: 1/4" = 1'-0"
A E1
To Time Clock #1
To Time Clock #2
To Time Clock #2
Time Clock #1
MPTime Clock #2
A
B
C
F
G
RAB LIGHTING LOW PROFILE LED WALL PACK "SLIM26" MOUNT AT 9'-4" AFF
MAX LED "MAXLITE" WALLPACK "MLSWP30LED50" 30W 120-277V
GFI
EXIT
OS
MAX LED "MAXLITE" LED VAPOR TIGHT "LSV4806SU30DV40" 32W 120-277V
MAX LED "MAXLITE" LED VAPOR TIGHT "LSU2406SU30DV40" 32W 120-277V
SOLER & PALAU USA
6393 POWERS AVE., JACKSONVILLE, FL 32217
(P) 800.961.7370
INLINE CENTRIFUGAL EXHAUST FAN PV-200 X 544CFM
EMERGENCY LIGHT WITH BATTERY BACK-UP "COOPER LIGHTING"
"SURE LITES" APEL, 120V
DUPLEX OUTLET MOUNTED 18" AFF
"GFI" GROUND FUALT INTERUPTER
SELF POWERED EXIT SIGN
"COOPER LIGHTING" "SURE-LITES" APX7R, 120V
EXHAUST FAN CEILING GRILL
PAINTED ALUM, OPPOSED BLADE
EXHAUST GRILL MOUNTED IN EXTERIOR ALUM SOFFIT
PAINTED ALUM GRILL WITH BUG SCREEN
TIME CLOCK
100AMP 24 CIRCUIT SQUARE "D" FLUSH MOUNTED ELECTRIC PANEL
ELECTRICAL RISER
N.T.S.
B E1
POWER
COMPANY
SUPPLY
100AMP METER
/ SERVICE
INTERIOR
100AMP
MAIN PANEL
GROUND
POWER FEED
1.25" PVC 3-#3 CU
or 1.5" PVC 3-#1 ALU
GROUND WIRE
FIN FLOOR
GRADE
1.25" PVC 3-#3 CU 1-#8 CU GD
or 1.5" PVC 3-#1 ALU 1-#6 ALU GD
ELECTRICAL LEGEND
ELECTRICAL NOTES:
1. EACH SPACE ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE AT
LEAST ONE CONTROL DEVICE TO INDEPENDENTLY CONTROL THE GENERAL
LIGHTING WITHIN THE SPACE PER CHAPTER 5 FBO ENERGY CONSERVATION.
2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD
OF LOCAL SWITCHING.
LIGHT SWITCH MOUNTED 48" AFF
"OS" OCCUPANCY SENSOR
100 Amp 120/240 1 Phase 1 Storage Area Receptacles Storage Area Lights 2 3 Men's Restroom Lights Women's Restroom Lights 4 5 Water Cooler Women's Restroom GFI 6 7 Men's Restroom GFI Exhaust Fans 8 9 Storage Ceiling Receptacle Timeclock #1 10
11 Timeclock #2 Space 12 13 Lift Station Space 14 15 " " " Space 16
Load Calculation Lighting Loads 1040 sq ft x 3 VA x 125% = 3900 VA Receptacle Loads 12 x 180 VA (First 10,000 @ 100%) = 2160 VA Special Loads
EWC 1 1500 VA
Lift Station 7176 VA
Total VA 14736 VA Total Amps (Single Phase) VA/Volts = 14736 / 240 = 61.4 AMPS
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DRAWING NO.:
DATE:
DESIGNED BY :
DRAWING BY :
CHECKED BY :
NO
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: T he In fo rm at ion o n
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S en at or e A rch ite ct, S tat e R eg
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2016.06
E1
EL
EC
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A L
PL
A
N
6.6.17
JPS
CAZ
JPS
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
SENATORE INC.
JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION
2016.06
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6.
6.
ELECTRICAL GENERAL PROVISION
PART 1 - GENERAL
A. GENERAL CONDITIONS AND REQUIREMENTS:
THIS WORK IS…
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