HomeMy WebLinkAboutREVISION7eTdNXS9WL*_]1
SUMMARY OF WORK:
1. Project Description: New Bathhouse as per Section 8.00.03 (E) - Particular Permitted Accessory Structures and Uses in
Residential, Agricultural, and Planned Unit Development Districts.
2. Work Involved:
a. Interior walls:
i. New interior walls of 3-5/8" MTL studs, 5/8" drywall, batt insulation (R-11) around all mechanical areas
and bathrooms.
b. Exterior Walls:
i. New 8" CMU with PT furring strip and 5/8" drywall.
ii. Provide MIN R-5 rigid board insulation.
iii. Provide new hurricane impact resistant windows and doors per plans.
c. Interior ceilings:
i. New 5/8" Drywall ceilings, painted.
ii. Provide crown molding as shown, style to be selected by owner
d. Mechanical:
i. Provide new AHU & CDU units as shown.
e. Electrical:
i. Provide lighting and power, per plans.
ii. Provide new appliances as shown.
f. Plumbing:
i. Provide new plumbing service as shown.
ii. Plumbing fixtures as selected by owner.
g. Roofing:
i. Provide new concrete "S" tiles as shown. New tile shall match existing main residence
3. Work completed shall meet all local and state building code requirements.
COORDINATION:
1. Contractor shall verify existing site conditions of project location prior to commencement of work.
2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as
shown on the drawings.
3. Contractor responsible for coordinating all trades to complete work. Contractor shall issue full sets of drawings to sub-
contractors commissioned to complete the work.
4. Contractor shall verify space requirements and location of project utilities.
5. Contractor shall field verify all dimensions of project. Do not scale drawings.
6. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the
work without proper notification to the Architect, the contractor will assume responsibility of work preformed.
7. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear.
Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work
preformed.
8. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees
related to this project.
9. Owner and Contractor shall coordinate Schedule of Construction and notify Architect of schedule.
CHANGE PROCEDURES:
1. Architect will submit Supplemental Instructions for minor changes.
2. Contractor may propose changes by submitting a request for change to Architec.l . Architect and Owner shall give written
approval for all changes made by the Contractor. Commencement of the work vjithout written approval from Architect
and Owner, the contractor will assume responsibility of work preformed.
SUBMITTAL:
1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for
this project.
2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project.
Contractor shall be responsible for the cost of any testing requested by the Owner.
TEMPORARY FACILITIES:
1. Contractor shall provide and maintain access to the site of the project.
2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project.
3. Contractor shall be responsible for maintaining a clean and safe construction site.
4. Contractor is responsible for the removal of all construction debris.
MATERIALS:
1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials
of this project shall be installed free of damage.
2. Architect shall approve all product or material substitutions.
CLOSEOUT:
L. Contractor shall notify the Owner 30 days prior to the date of substantial compl,.ion. At the time of substantially
complete, Contractor shall submit a list of items (punch list) to be completed ol orrected within the final days of
construction. Owner and Contractor will set the project completion date.
2. Owner and/or Architect will make an inspection with seven (7) days of receipt cal substantially complete punch list. Owner
and/or Architect may add items to complete or correct prior to final completion.
3. Contractor shall leave site clean and free of any construction debris or equipment at the end of the project.
4. Contractor shall give Owner operating instructions for the mechanical, electrical, and other operating equipment installed
for this project.
5. Contractor shall submit to the Owner all warranties, operating and maintenance manuals for the following products and
equipment:
a. Termite Soil Poisoning
b. Roof System
c. Impact Resistant Doors and Windows
d. HVAC unit(s)
e. Finish Hardware, Keying system
f. All installed Flooring
g. Toilet Accessories
6. Owner may request additional warranties for other products. Contractor will be (jiven notice prior to work.
DESIGN PARAMETERS:
2007 Florida Building Code, With 2009 Amendments
2007 Florida Residential Code
2007 Florida Existing Building Code
2007 Florida Plumbing Code
2007 Florida Mechanical Code
2007 Florida Fuel Gas Code
2008 National Electric Code
2007 Florida Accessibility Code (Chapter #11 2004 Florida Building Code)
2007 Florida Energy Code (Chapter #13 2004 Florida Building Code)
2004 Florida Fire Prevention Code (Based on NFPA-1 & NFPA 101 - 2003 Edition)
2002 National Fire Alarm Code - (NFPA-72)
2002 Fire Sprinkler Code - (NFPA-13/13R/13D)
2002 Standard for Automatic Fire Suppression Systems (NFPA-17/17A)
2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241)
2001 Commercial Hoods & Ventilation - (NFPA-96)
Building Design:
Basic Wind Speed:
Building Category:
Wind Importance/Use Factor:
Internal Pressure Coefficient:
Building Mean Height:
Roof Overhang:
Roof Pitch:
Garage Design Pressure:
120 sgft.
Door Design Pressure:
50 sgft.
Window Design Pressure:
20 sgft.
Exposure:
Design Loads:
Impact Protection:
OCCUPANCY:
R3 One -Family Residence
Enclosed
140 mph 3 second gust
II
1.0
+/-0.18
20'-0"
1'-611
6:12
Int. Zone (+26.3/-29.3)
Ext. Zone (+30.0/-36.7)
Int. Zone (+31.6/-34.6)
Ext. Zone (+31.6/-39.8)
Int. Zone (+33.7/-36.7)
Ext. Zone (+33.7/-44.0)
C
Roof Dead Load/Live Load: 15/40 psf
Floor Dead Load/Live Load: 15/30 psf
New Doors and Windows - Hurricane Impact Resistant
CONSTRUCTION:
Type VB
Unsprinklered
Ext. brg walls- CMU
Eng. wood trusses
Int walls-MTL stds & drywall
Roofing Material - Concrete S-tile to match existing residence,
AREA TABULATIONS:
Ground Floor A/C: 420 sgft.
Second Floor A/C: 420 sgft.
TOTAL A/C: 840 sgft.
Loggia: 115.5 sgft.
Balcony: 115.5 sgft.
Total Bldg. Area: 1,071 sgft.
TI 1 5 ' L.NS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUMING CODEV
PLANS AND ALL PROPOSED WORD
SUBJECT TO ANY CORRECTIONS
' Q'JIRED BY FIELD INSPECTORS THAT
1 BE NECESSARY IN ORDER TO
'MPLY WITH ALL APPLICABLE CODES.
SCANNED
BY
ST LUCIE COUNTY
ST. LUCIE COUNTY
BUILDING DIVISION
R9VIEWED
FOFi C ��
REVIEWE l
DATE
P NS PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL 13E MADE
NDEX OF DRAWINGS Revised 12-Jan-12
Sheet Sheet Titl
A0.1 Cover Sheet, General Information & Notes
Al.1
Site Plan
Notes
A2.1
Floor Plans
& Notes
A2.2
Roof Plan
Reflected Ceiling Plans & Notes
A2.3
Schedules,
Details & Notes
A3.1
Exterior E
evations & Notes
A3.2
Building Sections
& Notes
S1.1
Foundation
Plan, Details & Notes
52.1
Secon Floor
& Roof Framing Plans, Details & Notes
S3.1
Struct ral
Details
S3.2
Structurali
Notes
0 M2.1 Mechanicol Plan, Schedules, Details & Notes
P2.1 Plumbing Plan, Schedules, Details & Notes
E2.1 Lighting Ian, Details & Notes
E3.1 Power Plan, Details & Notes
SYMBOLS
O
Win
ow
AX.x
Detail
##
Door
##
Keyed Note
Revision
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
12-Jan-12
06-Dec-11
12-Jan-12
XX-XX-XX
12-Jan-12
12-Jan-12
XXx ROOC'i Name Interior Elevation
xx.x
S> Wall Type XXx� Exterior Elevation
A# Wall Sectionx � Building Section
PROJECT CONTACTS
OWNERS: ARCHITECT:
Dr. John Afshar Crossroads Architecture Inc.
511 NW Winters Creek Road Niki L. Norton, R.A.
Palm City, Florida 34990 1235 SE Indian St., Ste. 103
(772) 334-9660 Stuart, Florida 34997
(772) 287-7330
I i '� i M III
CONTRACTOR:
Watlee Construction, Inc.
Ryan N. Watley
P.O. Box 1537
Port Salerno, Florida 34992
(772) 223-0604
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Rev.
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
A0n1
Cover Sheet
LOT COVERAGE CALCULATIONS
AIR CONDITIONED AREA
1ST FLOOR A/C AREA
3,230
SQFT
ENTRY
82
SQFT
GARAGE
824
SQFT
LOGGIA
150
SQFT
COVERED LANAI
259
SQFT
* NEW BATHHOUSE - A/C AREA
420
SQFT
* NEW BATHHOUSE - LOGGIA
115.5
SQFT
TOTAL STRUCTURE COVERAGE
5,080.5
SQFT
EQUIPMENT AREAS 207 SQFT
DRIVEWAY 2,676 SQFT
* POOL DECK - MODIFIED 2,843 SQFT
'AL COVERAGE 10,806.5 SQFT
LOT AREA 27,584 SQFT
ALLOWABLE COVERAGE (27,584 x .40) = 11,033.6 SQFT
SQUARE FOOTAGE CALCULATIONS
AIR CONDITIONED AREA
1ST FLOOR A/C AREA
3,230
SQFT
SECOND FLOOR/BONUS ROOM
* NEW BATHHOUSE (2 STORY) ZN
2,218
840
SQFT
SQFT
SUB TOTAL A/C AREA
6,288
SQFT
GARAGE (FOR DEHUMIDIFICATION)
824
SQFT
TOTAL A/C AREA
7,112
SQFT
NON -AIR CONDITIONED AREA
ENTRY
82
SQFT
LOGGIA
150
SQFT
BALCONIES
269
SQFT
COVERED LANAI
259
SQFT
* NEW BATHHOUSE LOGGIA
115.5
SQFT
TOTAL NON A/C AREA
875.5
SQFT
LEGAL DESCRIPTION
Lot G. RIVER POINT VILLAGE, HARBOUR RIDGE PLAT NO.
20, according to the Plat thereof, as recorded in Plat
Book 31, Page 12 to 12B, Public Records of St. Lucie
County, Florida.
GENERAL NOTES /
1. Soils shall be termite treated. /
2. Landscape design and drawings by others.
/
3. Contractor to verify all utility connections as required.
4. Bathhouse has been designed to meet all of the requirements of the
Harbour Ridge Architectural Review Board.
/
MOTOR COURT
/
rJu2012AN
ST. LUC1E
/
i ,
i
EXISTING TWO-STORY
RESIDENCE,
.01
SPA
/ POOL x /
BATHHOUSE
00 1
RELOCATED EXISTING POOL EQUIP.
FIELD VERIFY NEW LOCATION
e _ _ s _ 10'-0" SETBACK LINE
2 3
�— -- -- -- --- _— -- P.L.=225.04'
SITE PLAN
POOL DECK
v
SCALE: 1" = 10'-0"
�IAY BE NECESSARY IN k,)"
(OviPLY WITH A� L APFLICAELE C
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
3
18-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
Alml
Site Plan
-V-4"
1-1/2" 0 R,
RAILING A -
HIGH WITF
TO REJECT
A 2
FAI
N
1-1/2" 0 HANDRAIL
3'-0" HIGH HANDRAIL
TO REJECT A 4" SPHERE
HANDRAIL ELEVATION
SCALE: 1" = V-0"
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-
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104 0O
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4'-5"
GROUND FLOOR PLAN
5'-7"
O
5'-7"
20'-0"
25'-6"
(BUILDING OVERALL)
3
A3.1
4'-5"
4'-2"
5'-6
V-4"
ON
SCALE: 1/4" = V-0"
A
WALL LEGEND
New 8" CMU Walls - Walls shall receive P.T. furring strips W/ 5/8" GYP. BD. & min. R-5 rigid board
insulation. Exterior finish shall be stucco to match existing residence.
New Interior Framed Partitions.
GENERAL NOTES
1. Field verify a
I exis
ing dimensions and utilities prior to construction. Notify Architect of any discrepancies.
2. Dimensions are
to
raming.
3. Cabinetry shall
be
raftmaid, Omega or approved equal. NO particle board cabinetry.
4. Cabinetry hardwar
shall be selected by Owner.
5. Countertops
shall be
granite or solid surfacing. Color to be selected by Owner.
6. New plumbing
fixt
res to be selected by owner.
7. Bathhouse has
been
designed to meet all of the requirements of the Harbour Ridge Architectural Review Board.
4'-5"
A3.1
I
1
25'-6
(BUILDING OVERALL)
20'-0"
5'-7" 5'-7"
\rI
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2
A3.3
4'-5" I 4'-5" 101,
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BALCONY
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SECOND FLOOR FLAN
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A3.3
5'-7" 5'-7" 4'-5" 4'-5" 10"
3"
20'-0" 5'-6"
25'-6"
(BUILDING OVERALL)
REVIS101i 3
A3.1
N
AND ALL PROUSED M)kK SCALE: 1/411 = 11-0
0) P 'E `,�BjECT TO ANY CORRECTIONS
R :QUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODL5.
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
Z
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
A2ml
Floor Plans
r---
CLOSET.
CLG HEIGHT - 8.'-JV
'CLOSET
.. 1D3
CLG HEIGHT
1X4 T&G CEILING
FINISH TO BE.
SELECTED BY.
OWNER .
5ATHHOUSE
CLG HEIGHT .8'-0'
518"'PTD GYP.L:,
BD: CLG. :.
CROWN MOLDING,
GROUND FLOOR REFLECTED CEILING PLAN
SCALE: 1/4" = V-0"
SCALE
0-
N
1/4" = 1'-0"
ROOF GENERAL NOTES
1. New ro f the to match existing roof tiles of main residence.
2. Install ew r of tiles as per Miami Dade County N.O.A.
3. Provide roof russ shop drawings for Architect and Engineer approval prior to fabrication.
RCP GENERAL NOTES
1. Provide 1X T .G ceiling at new loggia as shown. Finish shall be selected by Owner.
2. Refer tc� E2.1 and E2.2 for all light fixture, ceiling fan, and junction box locations.
3. Providell and i stall crown molding as shown. Size, profile and finish color to be selected by owner.
SECOND FLOOR REFLECTE
CEILING PLAN
BALCONY
106
it ; SE 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,
-A�N
SCALE: 1/4" = V-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
Z
12-1an-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
A2m2
Roof &
Ceiling
Plans
O DOOR SCHEDULE::
DOOR SIZE
DOOR
FRAME
NOTES:
NO.
--
(SEE NOTES
BELOW)
WIDTH HEIGHT THICK MAT. FINISH
HDW. TWE
ELEV. MDL# MAT. FINISH T'HOLD
101 15'-0" 6'-8" 1.75 AL FAC
SLIDER
AL FAC AL
1,2,3,4,5
102A
2'-8"
6'-8"
1.375
WD
PTD
POCKET
WD
PTD
1,2,3,4,5
102B
2'-8"
6'-8"
1.375
WD
PTD
POCKET
WD
PTD
1,2,3,4,5
104A
2'-8"
6'-8"
1.375
WD
PTD
POCKET
WD
PTD
1,2,3,4,5
104E
T-0"
6'-8"
1.375
AL
FAC
FRENCH
AL
FAC
AL
1,2,3,4,5
105A
3'-0"
6'-8"
1.75
AL
FAC
FRENCH
AL
FAC
AL
1,2,3,4,5
105B
5'-0"
6'-8"
1.75
AL
FAC
FRENCH
AL
FAC_
AL
1,2,3,4,5
DOOR LEGEND
SCW SOLID CORE WOOD HCM
HOLLOW CORE METAL
BRN BRONZE ANODIZED FINISH
BE
BI-FOLD
SCM SOLID CORE METAL MTL
METAL DOOR FRAME/DOOR
ANO CLEAR ANODIZED FINISH
PKT
POCKET
GL TEMPERED GLASS DOOR WD
WOOD DOOR FRAME
FAC FACTORY FINISH
PTD
PAINTED
HCW HOLLOW CORE WOOD AL
ALUMINUM DOOR FRAME MFR MANUFACTURER RECOMMENDED
FBR
FIBER GLASS/ INSULATED
STD
STAINED FINISH
NOTES:
1. DOOR HARDWARE TO BE SELECTED BY OWNER.
2. INTERIOR DOORS AND FRAMES, STYLE AND FINISH
TO BE SELECTED BY OWNER.
3. DOOR CASINGS TO BE SELECTED BY OWNER,
4. ALL EXTERIOR DOORS SHALL BE HURRICANE IMPACT RESISTANT BY PEACH
TREE OR APPROVED EQUAL.
5. INTERIOR DOOR STYLE AND PROFILE TO BE SELECTED BY OWNER.
FINISH
SCHEDULE
ROOM
ROOM NAME
FLOOR',
WALL BASE
WALLS
OTHER FIN.
CEILINGS
CROWN MOULDING
NOTES:
BELOW)
NO.
(SEE NOTES
TYPE
TYPE
N
E
S
W
MAT'L.
HT./A.F.F.
FINISH
MODEL#
100
LOGGIA
BFC
PS
PS
PS
PS
T&G
8'-0"
-
-
3
101
BATHHOUSE
CT
PWD
PGW
PGW
PGW
PGW
PGW
8'-0"
1,2,3
102
CLOSET
CT
PWD
PGW
PGW
PGW
PGW
PGW
8' 0"
1,2,3
103
CLOSET
CT
PWD
PGW
PGW
PGW
PGW
PGW
8'-W
1,2,3
104
BATH
CT
PWD
PMRGW
PMRGW
PMRGW
PMRGW
PGW
8'-0"
1,2,3
105
STORAGE
CT
PWD
PGW
PGW
PGW
PGW
PGW
T-8"/W-8"
1,2,3
106
BALCONY
BFC
PS
PS
PS
PS
-
FINISH
LEGEND
BFC
BROOM FINISH CONCRETE
PWD PAINTED WOOD MOULDING, BASE 71/4" PROFILE,
OR TRIM 4" PROFILE
WD
WOOD FLOOR
FOR WINDOWS AND DOORS
MARBLE
1/2" MARBLE (AS SELECTED BY OWNER)
SWD STAINED WOOD MOULDING, BASE, OR TRIM
CT
CERAMIC TILE (AS SELECTED BY OWNER)
PS PAINTED STUCCO
CT COVE CERAMIC TILE COVE BASE
PGW PAINTED GYPSUM WALLBOARD (5/8" WALLS &
5/8" CLGS.)
(AS SELECTED BY OWNER)
PMRGW PAINTED MOISTURE RESISTANT GYP. WALLBD
CPT
CARPET (AS SELECTED BY OWNER)
DU DUROCK FOR SHOWER WALLS
CD
COOL DECK FINISH
T&G
CEILING FINISH TO BE SELECTED BY OWNER
NOTES:
1. PROVIDE MOISTURE RESISTANT DRYWALL AT KITCHEN SINK AREA, LAUNDRY SINK, WASHER.
2. PROVIDE DUROCK OR EQUAL AT SHOWER WALLS AND
FLOORS WHERE TILE WILL
BE APPLIED.
3. REFER TO REFLECTED CEILING PLAN FOR CEILING CONFIGURATIONS.
;. .4
G d.
5/8" MIN. STUCCO
°
}" MIN. STUCCO
` •.
RIGID INSUL.
FINISH
°
FINISFI
^:
(R5.4)
CONCRETE BEAM OR
d
PRE -CAST LINTEL -
°
1/2" GYP. BD.
CMU LINTEL -SEE
\" GYP. BD.
REFER TO STRUCT. DWGS
° .;
LINTEL. SCHEDULE
'
& BUILDING SECTIONS
:a a
°
FLASHING
r... °
FURRING STRIPS
FLASHING
�,,.
FURRING STRIPS
@ 16" o.c. HORZ.
@ 16" o.c. HORZ.
2x P.T. WD. BUCK
° d
1/4" TAPCON n!
2x P.T. WD. BUCK
1/2" TAPCON w/
FASTEN TO CMU
1-1/2" EMBEDMENT
FASTEN TO CMU
1-1/2" EMBEDMENT
3/16" TAPCON w/
INLLLO CONC.-S" c,c
#10 SCREWS- 1-1/2"
INTO CON[. 8" O.C.
1-1/4" EMBEDMENT
EMBEDMENT INTO
INTO CONC.-PER HOLE
FIJI. WOOD
WOOD -PER HOLE
FIN. WOOD
CA':ING
CASING
HEAD
FRENCH SLIDER -SEE
--t' H EAD
DOOR -SEE PLN
DOOR SCHEDULE
EXTERIOR
INTERIOR
EXTERIOR
INTERIOR
DOOR -SEE PLN
FRENCH SLIDER -SEE
1/4" TAPCON w/
DOOR SCHEDULE
1/2" TAPCON w/
1-1/2" EMBEDMENT
1-1/2" EMBEDMENT
#10 SCREW -STAGGERED
#10
]AM
INTO CONC.-8" ox.
#10 SCREWS- 1-1/2"
JAMB
INTO CONC.-8" O.C.
EMBEDMENT
EMBEDMENT INTO
INTO WD.-PER HOLE
FIN. WOOD
WOOD -PER HOLE
FIN. WOOD
CA'3ING
CASING
CHAULK @ FRAME
CHAULK @ FRAME
CONT.
CONT.
2x P.T. WD. BUCK
FURRING STRIPS
2x P.T. WD. BUCK
FURRING STRIPS
FASTEN TO CMU
;:
VERTICAL @ END
FASTEN TO CMU
VERTICAL @ END
FLASHING
FLASHING
GROUT FILL CELL
1/2" GYP. BD.
GROUT FILL CELL
\" GYP. BD.
#5 BAR @ ALL
�''
#5 BAR @ ALL
�'
RIGID INSUL.
OPENINGS
OPENINGS
(R5.4)
DOOR -SEE PLN
THRESHOLD PER
FRENCH SLIDER -SEE
THRESHOLD PER
MANUFACTURER
DOOR SCHEDULE
SIL
MANUFACTURER
SIL
GROUT FILL
3/16" TAPCON w/
GROUT FILL
3/16" TAPCON w/
1-1/4" EMBEDMENT
1-1/4" EMBEDMENT
INTO CONC.-PER HOLE
FLOORING- SEE
FIN. SCHEDULE
INTO CONC-PER HOLE
rf-
FLOORING- SEE
FIN. SCHEDULE
SLOPE WALK AWtAYC
FROM OPENING CONC. SLAB -
e °� SEE FDN PLN
1/2" FIBEROUS
EXP. JOINT
EXT FRENCH DOOR
EXT. DOOR H—S-1 DETAILS
SLOPE WALK AWAY
FROM OPENING
- D
CONC. SLAB -
;, e . Q ; eu . •� . D SEE FDN PLN
1/2" FIBEROUS 6 4
EXP. JOINT •. /D
FRENCH DOOR SLIDER
SCALE: 1-1/2" = 1'-0"
(2) 2x6 WD. HDR
ADJUST HEIGHT
FOR TRACK
2x4 WD. BUCK -
TRACK PER MFR,
WD. DOOR -SEE
DR. SCHEDULE
HEAD
CAULK FULL FRAM
PERIMETER, TYP.
WD. DOOR FRAME
SIZED TO WIDTH
OF WALL
WD. DOOR -SEE
DR. SCHEDULE
JAMB
WD. DOOR -SEE
DR. SCHEDULE
THRESHOLD -SEE
FIN. SCHEDULE
5/8" GYP. BD.
BOTH SIDES,
TYP.
1/2" WD. SHIM
-FINISHED WD
CASING
SIZE WD.
BLKG• FOR
TRACK
PTD. GRADE
WD. FRAME
" GYP. BD.
-H SIDES,
ISHED WD
SING
). GRADE
FRAME
FLOORING -SEE
FIN. SCHEDULE
o ° e CONC• SLAB -
SEE FDN PLN
SILL
POCKET DOOR
INT. DOOR H—S—J DETAILS
SCALE: 1-1/2" = 1'-0"
WINDOW SCHEDULE
WIN
TYPE
OWIDTH
SIZE
HEIGHT
ROUGH OPENING
WIDTH HEIGHT
MUTTINS
COLOR ELEV.
FINISH
WINDOW HARDWARE
^`ANUFACTURER
15TYLE)
MODEL #/SERIES
TYPE
NOTES:
(SEE NOTES BELOW)
A
2'-6"
5'-2"
VERIFY
VERIFY
TBD
A
TBD
TBD
PEACH TREE
CASEMENT
1,2,3,4,5,6
C
2'-6"
4'-6"
VERIFY
VERIFY
TBD
C
TBD
TBD
PEACH TREE
CASEMENT
1,2,3,4,5,6
D
4'-8"
4'-6"
VERIFY
VERIFY
TBD
D
TBD
TBD
PEACH TREE
CASEMENT
1,2,3,4,5,6
NOTES:
1. NEWWINDOWS
2. 5.7
3. VERIFY
4. ALL
5. REFER
6. ALL
QFT FO
WINDOW
DIMENSIONS
TO BL
WINDOW
SHALL BE PEACH TREE WINDOWS AND DOORS OR APPROVED EQUAL AND HURRICANE IMPACT RESISTANT.
EGRESS FOR ALL BEDROOMS AND LIVING AREAS.
ROUGH OPENINGS WITH WINDOW MANUFACTURER.
ARE NOMINAL (MASONRY OR ROUGH) DIMENSIONS, SHOP DRAWINGS TO BE PROVIDED FOR ALL UNITS ALONG WITH FIELD DIMENSIONS.
ILDING ELEVATIONS AND WINDOW TYPES FOR WINDOW CONFIGURATION.
FINISHES SHALL BE SELECTED BY OWNER.
2'-6"
`O
WINDOW TYPES
TI? F Pg.r'�5v. ND ALL PROPOv �j `d
A')F suB.IECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODE .
,j AND ALL PROP 5ED
T TO ANY CORRE TIO
D 31 Y FIELD INSPECTO ZS T!
. NECESSARY IN ORDE TO
ALL APPLICABL CC
2'-6"
2'-0"
i0
�M
ADELETED
5/8" MIN. STUCCO
FINISH ;
CMU LINTEL-
SEE BEAM SCHED.
D
FLASHING
2x P.T. WD. BUCK,
FASTEN TO CMU
CHAULK @ FRAME
CONT.
WINDOW -SEE PLAN
kD
6�1111
WINDOW -SEE PLAN
SLOPE STUCCO SILL
F
AWAY FROM WIN.
EDGE
FLASHING
CMU LINTEL -SEE BEAM/
LINTEL SCHEDULE
9
STUCCO FINISH
°
JAM B
WINDOW -SEE PLAN
CHAULK @ FRAME
CONT.
2x P.T. WD. BUCK
FASTEN TO CMU
FLASHING
GROUT FILL CELL
°
a
#5 BAR @ ALL
OPENINGS
ALUMINUM WINDOW
4'-8"
2'-4" 2'-4"
0
SCALE: 1/4" = 1'-0"
1/2" GYP. BD
FURRING STRIPS
@ 16" ox. HORZ.
FIN. WOOD
CASING
1/2" GYP. BD. w/
CORNER BEAD
1/4" TAPCON w/ 1-1/2" EMBEDMENT
INTO CONC - 8" o.c. SPACING
FOR ALL FOUR SIDES
#10 SCREW -STAGGERED
1-1/2" EMBEDMENT
INTO WD.-PER HOLE
2x P.T. WD. BUCK
FASTEN TO CMU
VERIFY w/ OWNER
FIN. WOOD SILL
FIN. WOOD TRIM
FURRING STRIPS
@ 16" ox.
1/2" GYP. BD.
VERIFY SILL W/
OWNER
1/2" GYP. BD.
FIN. WOOD
CASING
FURRING STRIPS
VERTICAL @ END
1/2" GYP. BD.
1A1TK1n(1\Al W-C-1 rrnr--rATI c
SCALE: 1-1/2" = 1'-0"
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C�--------------
Rev. #
Date
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
A203
Schedules,
Notes &
Details
AMA
ROOFING TO MATCH
EXISTING RESIDENCE
OVERHANG DETAIL TO MATCH
EXISTING RESIDENCE IN MATERIAL
AND PROFILE
17'-2"
T.O. BEAM
B.O. WIN.
DOOR HEAD
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
RAILING AND RAILING POSTS
TO MATCH EXISTING RESIDENCE
9'-6" _
2ND FLOOR _ —
9'-0"
BALCONY
6 8 _
B.O. WIN.
DOOR HEAD
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
o'-o_ - — —I--I —
1 - NORTH ELEVATION
3 - SOUTH ELEVATION
12
6
i
12
6
I / \
+45.4 PSF +45.4 PSF
- 49.2 PSF - 49.2 PSF
O
+45.4 PSF
- 49.2 PSF
+45.4 PSF +45.4 PSI +45.4 PSF
=49.2 PSF — 49.2 PSF — - 49.2 PSF— —
n
i
\
+45.4 PSIF
- 49.2 PS
+45.4 PSF
- 49.2 PSF
+45.4 PS
- AO 7 DC
+45.4 PSF +45.4 PSF
- 49.2 PSF - 49.2 PSF
SCALE: 1/4" = 1'-0"
ROOFING TO MATCH
EXISTING RESIDENCE
OVERHANG DETAIL TO MATCH
EXISTING RESIDENCE IN MATERIAL
AND PROFILE
— — T.O.
T.O. BEAM 'r
-- — — — — 16'-2"
B.O. WIN.
DOOR HEAD
_ STUCCO FINISH TO
MATCH EXISTING RESIDENCE
RAILING AND RAILING POSTS
TO MATCH EXISTING RESIDENCE
9'-6"
2ND FLOOR
BALCONY
6'-8"
B.C. WIN. r
DOOR HEAD
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
— — 01-011
SCALE: 1/4" = 1'-0"
1 2
GENERAL NOTES_
1. New windows to match existing existing residence.
2. New roof overhE ng & soffits shall match existing residence in profile and construction.
3. New colurT n capitals and bases to be selected by owner.
4. New roof tiles s all match existing residence in profile and color.
5. Bathhouse has been designed to meet all of the requirements of the Harbour Ridge Architectural Review Board.
12
+43.2 PSF
- 47.0 PSF
4 -WEST ELEVATION THESE PLANS AND All PROPSED
RREOCiION WORK
REQUIRED BY FIELD INSPECTOR THN
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ROOFING TO MATCH
EXISTING RESIDENCE
'�- — ——17-211
T.O. BEAM
16'-2"
B.O. WIN.
DOOR HEAD
OVERHANG DETAIL TO MATCH
EXISTING RESIDENCE IN MATERIAL
AND PROFILE
\
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
9'-611
2ND FLOOR
9'-0"
BALCONY
B.O. WIN.
DOOR HEAD
RAILING AND RAILING POSTS
TO MATCH EXISTING RESIDENCE
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
——0'-0.1
SCALE: 1/4" = 1'-0"
ROOFING TO MATCH
EXISTING RESIDENCE
T.O. BEAM
OVERHANG DETAIL TO MATCH
EXISTING RESIDENCE IN MATERIAL
AND PROFILE
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
9'-6"
2ND FLOOR
9'-0"
BALCONY
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
0'-0"
Tn CI AR
SCALE: 1/4" = 1'-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
All
Building
Elevations
12
6
17'-2"
T.O. BEAM r
16'-2"
B.O. WIN.
DOOR HEAD
bo
Bo STORAGE BALCONY
105 106
— — — 96_2ND FLOOR
_
_.....:.....,•.:, sir, , ,..,;�
i.„ 9'-0"
BALCONY
B.O. WIN.
DOOR HEAD
o O
BATH 00 BATHHOUSE LOGGIA co
104 101 101
01-01,
•x :, T.O. SLAB 'r
'q,Gi✓i�iiU,
%�iU��i,iri i%'ii�i��iii5i��i i<�iQ�ii�i�G�i��<:c�:eb•:::.«c!.. ..(; ipp��i��i�<„. �i i .\, ��;`�
��?�i`�,`�,�iwa�� ��._. s� ������,��, �,. �. +< a i �� ��j\��✓✓vi.v:�/ii``r��`�, .., ��,.
ill
�u
L1.- BUILDING SECTION
A,- : 7
Z - BUILDING SECTION
SCALE: 1/4" = 1'-0"
i
i
i
1
I
1
SCALE: 1/4" = V-0"
I � I GENERAL NOTES
1. New windo s to match existing existing residence.
2. New roof o erha Ig & soffits shall match existing residence in profile and construction.
3. New column capitals and bases to be selected by owner.
4. New roof tiles shall match existing residence in profile and color.
5. Bathhouse has b en designed to meet all of the requirements of the Harbour Ridge Architectural Review Board.
ROOFING TO MATCH
EXISTING RESIDENCE
PREFAB ROOF TRUSSES - SUBMIT
12 SHOP DRAWINGS FOR ARCHITECT'S
6 APPROVAL
MIN R-30 ICYNENE
SPRAY INSULATION
INTERIOR
a
INTERIOR
r°
-
n.
a
....
�.. .. :: .'� �.,. xxx/,vA/�<\
VX�x\:
:..
/j/,A�,.
3 - TYPICAL WALL SECTION
T.O.—
T.BEAM
OVERHANG DETAIL TO MATCH
EXISTING RESIDENCE IN MATERIAL
AND PROFILE
CONCRETE BEAM -
SEE STRUCTURAL DWGS
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
8" CMU WALLS
5/8" DRYWALL OVER 3/4"
P.T. FURRING STRIPS OVER
MIN R-5 RIGID BOARD
INSULATION
CONCRETE BEAM &
6-1/2" EPICORE CONCRETE
DECK - SUBMIT SHOP
DWGS FOR ARCHITECT'S APPROVAL
2ND FLOOR
EXTERIOR
STUCCO FINISH TO
MATCH EXISTING RESIDENCE
8" CMU WALLS
5/8" DRYWALL OVER 3/4"
P.T. FURRING STRIPS OVER
MIN R-5 RIGID BOARD
INSULATION
CONCRETE SLAB AND FOUNDATION
- SEE STRUCTURAL DRAWINGS OVER
MIN 6 MIL VAPOR BARRIER
CLEAN COMPACTED TERMITE
TREATED FILL
0'-0"
T.O. SLAB
REVISION
THESE PLANS AND ALL T CORREOCTIONSSED o�
ARE SUBJECT TO ANY
REQUIRF� Y FIELD NECESSARY INSPECTORS NORDR TOE..
MAY BEN
COMPLY WITH All APPLICABLE CODES.
SCALE: 3/4" = V-0"
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Rev. #
Date
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
Al2
Building
Sections
rA
J
— — —
J
9
--� -
LU
00
N z
O
J
m
2
S1.1
0
N
7
S1.1
FOOTING SCHEDULE
MARK
WIDTH x LENGTH
T
REINFORCING (BOTTOM)
WF1
2'-0" x CONT.
18"
(3)-#5 LONG WAY BOTT.
#5 @ 48" O.C. SHORT WAY BOTT.
AO
3'-0" x 3'-0"
12"
(4)-#5 EA. WAY BOTTOM
T.E.
V-0" x CONT.
12"
(2)-#5 CONT.
25'-6"
(BUILDING OVERALL)
20'-0" 5'_6"
1
S1.1
I
I—
S1.1
— -- ----
0
0'-0" SLAB ELEV.
_ SLOPE
4" CONCRETE SLAB
6�� �
W/ 6X6 W1,4XW1.4
WWF OVER 10 MIL
VAPOR BARRIER ON
TERMITE TREATED
& COMPACTED FILL
C.J.
6 (2) #4 X 6'-0"
\
5
77,
6" S1.1
-0'-6" SLABS EL
6
4" CONCRETE
S1.1
W/ 6X6 W 1 4X
WWF OVER 10
VAPOR BARRIE
TERMIT�€TR€�
& COM AC ED
L_ —
5
S1.1
20'-0"
5'-6"
25'-6"
(BUILDING OVERALL)
FOUNDATION PLAN
DO
LAB
LAB TERn rE T
11.4
1IL
'ON
n
f
III
A
m
RED
COLUMN SCHEDULE
MARK
SIZE
REINF.
TIES
TYPE
CAP PLATE
MATERIAL
OHSS
4 X 4 X 3/16"
-
-
-
-
STEEL
O
16X16
(4) #5
#3 @ 12" O.C.
-
-
CMU
COLUMN BLOCK
3O
NOT USED
-
-
-
-
-
4O
NOT USED
-
-
-
-
-
r'.,MFM TREATMENT REQUIRED►
N
SCALE: 1/4" = V-0"
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 CODFS.
GENERAL NOTES:
FOUNDATION PLAN
1.
CONCRETE
2a. Alternate for wire mesh:
a.
shall be Class 1.
Fiber mesh made of synthetic fiber manufacturer
b.
shall meet 5" Slump Test.
per ACI 544.IR-82. Fibers shall be a certified suitable
c.
shall meet 3000 psi compressive
replacement for welded wire fabric per SSTD 10-93,
strength after 28-day cure.
3. CONCRETE MASONRY UNIT
d.
Grade floor slab for drainage.
a. shall be meet ASTM C 90.
e.
Finish concrete with single trowel.
b. shall load bearing concrete masonry units.
f.
footing design based on soil bearing
c. shall meet 3000 psi compressive
capacity of 2500 psf
strength after 28-day cure.
2.
REINFORCING
d. Grade floor slab for drainage.
a.
shall meet ASTM standards for 60 Grade.
e. Finish concrete with single trowel.
b.
vertical reinforcing shall be 3/4" from
See Finish Schedule for floor finishes.
masonry.
4. MORTAR
c.
vertical reinforcing shall extend from
a. shall meet ASTM C 270 standards.
footing through pre -cast lintels.
b. shall be type M.
Cl.
horizontal reinforcing shall be Cont. for
c. joint type shall be concave.
pre -cast lintels over openings.
d.
horizontal reinforcing lapping shall
5. GROUT
a min, 22".
a. shall meet ASTM C 476 standards.
e.
protect for reinforcing:
b. shall have a min. 2000 psi compressive strength.
floor slab: 3/4" min. cover from top
c. shall meet 8" -10" slump test.
1-1/2" min. cover from bottom
6. SOIL BEARING CAPACITY
footing: 3" min. cover
a. shall meet 2500 psf.
walls: 1-1/2" min. cover
beams: 1-1/2" min. cover
V �/ v v v v v v v v v v v
#5 REBAR
@ EVERY 4'-0" o.c.
a @ BOTH SIDES OF ALL
Al
MASONRY OPENINGS
c
E L SEE PLANS
o >
O CONC SLAB
FIN FLR
FIN GR x x.
( ) #5 CONT iN
3"
3' MIN. COV. & //
5 @ 48" O.C. \\/ /�\/ 2
T4,ANSVERSE
1 BEARING FOOTER
SCALE: 1/2" = 1'-0"
() #5 EXTEND 24"
B YOND W&B
( P•) ---\
I #5 REBAR
@ EVERY 4'-0" o.c.
E a I @ BOTH SIDES OF ALL
MASONRY OPENINGS
E SEE PLANS
w
O I RECESS FTG 4" 12"
IFNFLR CONC SLAB I�
FIN GR �D
r, 4
(1) #5 CONT—
( ) #5 CONT \/ \ 3" �\/\// 3" MIN. COV.
3' MIN. COV. &
5 @ 48" O.C. 2'-0"
T ANSVERSE
BEARING FOOTER @ SHOWER
SCALE: 1/2" = 1'-0"
?" FIBER 7P
P JOINT
#5 REBAR
@ EVERY 4'-0" o.c.
a @ BOTH SIDES OF ALL
MASONRY OPENINGS
E I SEE PLANS
- w
om O L� �CONC SLAB
T STP o
°
• x' 4
(3) #5 CONT
" MIN. COV. &
\
5 @ 48" O.C.
TRANSVERSE
� BEARING FOOTER @ EXT STEP
SCALE: 1/2" = 1'-0"
U)
a CONIC SLAB
FIN FLR
FIN GR
(2) #5 CONT MIN.
3" MIN. COV.
1'
-0"
4 THICKENED EDGE
SCALE: 1/2" = 1'-0"
T.E.
1/2" FIBER
EXP JOINT
CONC SLAB
FIN Fes_
EXT STP x
'3) #5 CONT \\ 3"
3" MIN. COV. & // MIN.\//\//\/\�%\'
#5 @ 48" O.C. "2'-0"
TRANSVERSE
TRANSVERSE
S FRONT ENTRY
1 /4" SAW -CUT
1" MIN. DEPTH CONC. SLAB
(TYP. )
x—x—x—x—x—x—x x
6 SAW -CUT JOINT DETAIL
SCALE: 1/2" = 1'-0"
12" DIA OR 16"
SQUARE COLUMN
BLOCK
1'
cb
#5@12"O.C.
I
I
(T&BOT,
�--�
1/4" PMJ
SHORT WAY)
II
I
I
ALL SIDES
#4 NOSING
(TYP. )
#23
..•.
(7) #7 CONT
STIRRU @
X...x
II
x';T=,x
TOP &
16" O.C.
N
BOTTOM
GRADE
SLAB ON GRADE
., :.., .
SEE PLAN
t_
REINF. CONC. SLAB
DOWELS
T-0" SQUARE
112" EXP. IT. MAT.
W/ HOOKK E EA. END
W/ HOOK
l l
EA. SIDE
N
(3) #5 CONT. &
2'-0"
(4) #5 TRANSVERSE
B01TOM
COLUMN DETAIL
STAIR
DETAIL
SCALE:
1/2" = 1'-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
Z
12-Jan-12
Field Revisions
Proj
11-0470
NO.
Status
Final
Issue
14-Sep-11
Date
Sheet
Simi
Foundation
Plan
0
0
WIND LOAD SCHEDULE
COMPONANTS
AND
CLADDING
ROOF WIND LOADS
WALL WIND LOADS
ROOF AREA
WALL AREA
1
2
3
4
5
_
PRESSURE (PSF)
26.2
26.2
26.2
45.4
45.4
SUC110N (PSF)
-41.5
-72.3
-106.9
-49.2
-60.8
CORNER DISTANCE, A = 3 FEET ASSUMED TRIBUTARY AREA = 10 SF
PLAN ELEVATION
*8d NAILS @ 6" O.C. @ EDGES 8L FIELD ZONE Q1
& 4" O.C. @ EDGES & FIELD ZONES 02 & 0
--�TN
SCALE: 1/4" = 1'-0"
DESIGN LOAD SCHEDULE
(ALL LOADS SHOWN ARE IN POUNDS PER SO. FT.)
a
W
a
COMPONENT
O
N
U-
IX
STUCTURE 6.5 EPICORE
80
-
STUCTURE TRUSS &PLYWOOD
-
8
MEP
5
5
ROOFING
-
15
FLOORING
15
-
CEILING
3
3
MISC.
2
4
TOTAL DEAD LOAD
105
35
TOTAL LIVE LOAD
40
20
TOTAL LOAD
145
55
NOTE: NET WIND UPLIFT = P.S.F.
A
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S3.1 TYP. 4 SIDES
THESE PLANS AND ALL PRU�U:,,tu tidU
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
-�WN
SCALE: 1/4" = 1'-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
S2ml
Framing
Plans
(1) #5 (-ONT. @ SILL
HOOK IrdTO JAMBS
T.O. DECK 9'-6" 4
• Y •LOPE
a • •-. �.. ., ..
F •.
BEAM B-1 ri
1. �� • �.
° r
w• `� 8F16 1T/1B °•�'�- �^ =�
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s.
-
T.O. DECK 9'-6"
BEAM B-2
SEE PLAN FOR VERT.
„
REINF. HOOK INTO
LINTEL WHERE ABOVE
OPENING
8F8-1E,, TYP. FOR
OPENINGS UP TO
48" WIDE
(1) #5 CONT. HOOK
• m
`— INTO ,IAMB (TYP.)
,•
SEE PI AN FOR VERT.
•1
REINF HOOK IN-0 SILL
WHER> REINF. IS BELOW
'. .�
WIND()N
2 - WALL SECTION DETAIL
3 - WALL SECTION DETAIL
BEAM B-2
5/8" CDX EXTERIOR PLYWOOD
ATTACHED W/8d NAILS @ 6" O.C.
FIELD & EDGES ZONE (1) 4" O.C.
FIELD & EDGES ZONE (2) & (3)
12
(7) #7'S T&B CONT. FROM STAIRS
6
HOOK TOP BARS INTO B-5 BEAM
ATTACH PLYWOOD TO BLOCKING
\�
W/8d NAILS @ 4" O.C. (TYP.)
m
(n
T.O. DECK 9'-6" ollb
2X BLOCKING TIGHT BETWEEN
w
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EACH TRUSS &TOE NAIL IN PLACE
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BEAM
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BEAM B-3
O.C. MAXI
bj,(2) #6 TOP EXTEND TO
L�
BEAM B-5 -
END OF CANT. BEAM &
CANTILEVERED
BACK INTO B-2 BEAM
BEAM
MIN 60"
SIMPSON HETAL-16
BEAM B-4
(TYP.) UNO I
16X16 MASONRY
.
�•(2) #5 EXTEND TO END
8" CMU -SEE PLAN FOR
COL. @CORNERS
OF CANT BEAM
REINFORCING (HOOK INTO
•
TOP OF TIE BEAM
,l BEAM B-2
12" 0 COLUMN
■
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
SEE PLAN FOR
REINFORCING
STALE: 3/4" = 1'-0"
L
4 - STAIR LANDING DETAIL
6'-7"
SEE FLOOR PLAN
BEAM B-2
BEYOND
00
b
1 .: �'ir.r'•�",NOW
OW NEW
I Q •�
BEAM B-5
(8 X 12)
END OF
WALL
SCALE: 3/4" = 1'-0"
(7) #7 T&B
T.O. DECK 9'-0" I
Cb
\� #5 T&B @ 16" O.C.A-
TEMP. STEEL
(7) #7 T&B
�4�*V
5 - STAIR LANDING DETAIL
SCALE: 3/4" = 1'-0"
6 - OVERHANG SE
ION DETAIL
SCALE: 3/4" = 1'-0"
ir(1 E PLANS AND ALL PROPOSED WORK
�RE SUBJECT TO ANY CORRECTIONS
E9,UIRFD BY FIELD INSPECTORS THAT
ESSARY 'IN ORDER TO
COBE COMPLY NW TH ALL APPLICABLE CODES.
CO
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
S3m1
1
�(
Structural
Details
A,
GROUND FLOOR MECHANICAL FLAN
MECHANICAL LEGEND
Supply Diffuser-4 Directional L= Damper
Supply Diffuser-1 Direction ■❑ Exhaust Fan
`4 Supply Diffuser- Wall Register Rigid Duct
XXX CFM Amount of CFM Supplied
Flex Duct
__!�WN
SCALE: 1/4" = 1'-0"
A
GENERAL
NOTES: MECHANICAL
1. Contractor
shal
verify all duct sizes and consult Energy 6. Diffusers shall be selected by owner.
Calculations
pri
it to installing A/C system. 7. Provide bird & bug screen for exhaust and make-up air
2. Provide cc
nden
ration drain for air condition unit from attic. grilles @ soffit.
As shown
on plz
ns. 8. Provide safety switch for exhaust fans.
3. Locate ThermoThermoE
tat per owner's direction. Manufacturer 9. Bathroom exhaust and fresh air intake are more than
selected by
ow
er. 10' apart.
4. Flex Duct
shall
)e insulated flexible duct. 10. Ducts in the garage and ducts penetrating the wall or ceilings
5. All main duct
tr
ink lines shall be 1-1/2" heavy duty fire separating the dwelling from the garage shall be constructed
retardant
/ glz
ss reinforced foil faced scrim. of a min No. 26 gage sheet steel, 1" min rigid nonmetallic
Follow manufac
:urer's installation for duct. Class 0 or Class 1 duct board, or other approved material
and shall have no openings into the garage.
As per FBC 2007 R309.1.1
MECHANICAL SCHEDULE
MECHANICAL SCHEDULE
EQUP.
MANUFACTURER/
DESCRIPTION
LOCATION
NOTES:
#
MODEL NUM
3ER
CDU
MITSUBISHI OR APPROVED
MINI SPLIT SYSTEM
EXTERIOR
16 SEER
#1
EQUAL
1
�
3-TON
-
-
AHU
MITSUBISHI O
APPR
JED
MINI SPLIT SYSTEM
..
BATHHOUSE
a
16 SEER
#1
EQUAL
-
-
-
AHU
MITSUBISHI O APPR
✓ED
MINI SPLIT SYSTEM
STORAGE
16 SEER
#2
EQUAL
-
-
-
EXH
GREENHECK OR EQUA
EXHAUST FAN
BATH
30 CFM
MECHANICAL SCHEDULE
GENERAL NOTES;
1. Mini Split HVAC systems shal
be Mitsubishi or approved equal W/ (1) Condensing Unit and (2) AHU's.
2. Refer to energy calculations
or selection of HVAC equipment.
CLG HEIGHT- 8i 8"
SECOND FLOOR MECHANICAL FLAN
i HESE PLANS AND ALL PROPOSED WUv(��
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THX
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
N
SCALE: 1/4" = 1'-0"
_0
ra ra
r
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2
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H
O N
Mechanical
Plans
Al
GROUND FLOOR LIGHTING PLAN
LIGHTING
SCHEDULE
TYPE
MANUFACTURER/
DESCRIPTION
LAMP
VOLTS
NOTES:
OR EQUAL MANUFACTURER
MODEL NUMBER
A
AS SELECTED
6" RECESSED COMPACT FLUORESCENT
120
RECESSED IN CEILING
BY OWNER
LIGHT FIXTURE
B
AS SELECTED
6" RECESSED COMPACT FLUORESCENT
120
RECESSED IN CEILING
BY OWNER
LIGHT FIXTURE - DAMP LOCATION
C
AS SELECTED
WALL MOUNTED DECORATIVE LIGHT
120
MOUNT @ 80" A.F.F. TO BOTTOM OF
BY OWNER
FIXTURE-FEILD VERIFY
D
AS SELECTED
WALL MOUNTED EXTERIOR DECORATIVE
120
MOUNT @ 80" A.F.F. TO THE CENTERLINE
BY OWNER
HID - DAMP LOCATION
OF LIGHT'S JUNCTION BOX
E
AS SELECTED
UNDER CABINET LIGHTING
120
VERIFY MOUNTING WITH
BY OWNER
OVERHEAD CABINETS
LIGHTING SCHEDULE GENERAL NOTES:
1.
All light fixtures shall be selected by Owner and installed by GC.
2.
Install light fixtures as per manufacturer specifications.
3.
Provide new bulbs for all new installed light fixtures.
4.
Fixture finishes shall be selected by Owner.
5.
Coordinate final location of fixtures with Owner prior to installation.
-�NN
SCALE: 1/4" = V-0"
A
w
A
GENERAL NOTES: LIGHTING
1. Contractor shall
compare the electrical drawings 4. All electrical work and materials to be installed
and specifi
ations with drawings from other trades. per NEC, NFPA, local, state, and national code.
Contractor
;hall report any discrepancies to the 5. Location of electrical raceways, switches, panels,
Architect.
obtain written instructions for any equipment, fixtures, etc. shall be adjusted to
necessary
hanges. accommodate the work to avoid interferences
2. Furnish an
install fixtures as called for on the plans anticipated and encountered.
or as selected
by Owner. 6. Coordinate heights of wall mounted lighting fixtures
3. Contractor
shall verify fixture type and locations to clear mirrors, cabinets, builts-ins, trim, etc.
with owner
prior to installation.
ELECTRICAL LIGHTING LEGEND
Switch
Single Pole Ceiling Fan - to be selected by Owner
Switch
with Dimmer
way Switch ANIINIONXX
Wall Mounted Interior Decorative Light
J
J
inction Box- See KEYED NOTES Xx
i Wall Mounted Exterior Decorative Light
XX
nder Cabinet Lighting
Wall Mounted Floor Light
Q
X
Recessed
xx
Lights
❑■ Exhaust Fan
Note: Subscribes are used to designate light types. See LIGHTING SCHEDULE for light types.
A
SECOND FLOOR LIGHTING PI -AN
FA
A
M
A
M
0
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.
N
SCALE: 1/4" = V-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
E2n 1
Lighting
Plans
LOAD CALCULATIOND
New
100 amp SUB PANEL
Load Calculations:
Total Panel Load:
840 sgft. @ 3.0 VA/sgft. = 2,520 VA
A/C #1 @ 2.5 kw
= 2,500 VA
Garbage Disposal
= 900 VA
1st 10,000 VA @ 100%
= 10,000 VA
Refrigerator
= 1,200 VA
Remaining VA @ 400/0
= 1,848 VA
Microwave
= 1,500 VA
Total:
= 14,348 VA
Dishwasher
= 1,500 VA
Dryer
= 5,000 VA
Washer
= 1,200 VA
Water Heater
= 800 VA
14,348 VA
-
59.78 amps
A/C #1 @ 2.5 kw
= 2,500 VA
240 V
Sub -Total:
= 17,120 VA
Total Amps required: = 59.78 VA
Summary:
1. Provide new 100 amp, 30 curcuit sub -panel at bathhouse.
RISER
DIAGRAM
0
EXISTIN(,
M ETER
(3) #TS
(1 #8 GRND
D/C �/C
200
200
SUB
PANEL
PANEL
PANEL
(EXIST.)
(EXIST.)
100
AMP
SCALE: N.T.S.
�2
An
XX"
�::]QXXX
XX"
�::QG FI
W.
X0AFI
-:::Qw P
W.
7::nXXX
W.
�_YDED
ELECTRICAL POWER LEGEND
Duplex outlet
Duplex outlet (Ground Fault Interrupt)
Duplex outlet (Arc Fault Interrupt)
Duplex outlet (Waterproof)
Duplex split wired outlet
Dedicated Duplex outlet
Telephone outlet
Data Port
T.V. cable outlet
WIRE SIZING TABLE
BRK
0
N
GND
C
20
12
12
12
3/4"
30
10
10
10
3/4"
50
8
8
10
1"
70
4
4
8
1 1/4"
90
3
3
8
1 1/2"
100
3
3
8
11/2"
125
1
1
6
2"
150
1/0
1/0
6
2"
175
2/0
210
6
2"
200
3/0
3/0
6
21/2"
225
4/0
4/0
4
21/2"
250
250
250
4
3"
300
350
350
3
4"
350
500
500
3
4"
n
N
SCALE: 1/4" = 1' -0"
Dedicatec Duplex outlet
(Ground Fault Interrupt)
Dedicated Duplex outlet (Waterproof)
Floor Duplex outlet
Quadraplex outlet
Quadraplex outlet
(Ground Fault Interrupt)
Quadraplex outlet (Waterproof)
D/ Disconnect
SD
Smoke Detector
(mount on ceiling, unless noted otherwise)
Carbon Monoxide Detector
(mount to wall, unless noted otherwise)
�—Mounting height to the center line of the receptacle
XX'
::QXXX
Type of receptacle
A
18"
18"
GENERAL NOTES: POWER
1. Contractor shall c bmpare the electrical drawings
and specificationE with drawings from other trades.
Contractor shall report any discrepancies to the
Architect. Obtain written instructions for any
necessary changes.
2. Contractor to verify and coordinate utility service
with local utility company. Locate meter and panel
as required.
3. Install temporary power for construction as
required.
4. All electrical work and materials to be installed
per NEC, NFPA, local, state, and national code.
5. Location of electrical raceways, switches, panels,
equipment, fixtures, etc. shall be adjusted to
accommodate the work to avoid interferences
anticipated and encountered.
6. Contractor shall verify switch type and locations
with owner prior pao installation. Color of cover
plates, switches find receptacles shall be selected
by owner.
7. Contractor shall cetermine the exact route and
location of each electrical raceway prior to make-up
and assembly.
8. Outlets and appliances are shown and located on
the drawings as accurately as possible. All
measurements shall be verified on the project and
in all cases the work shall suit the surrounding trim,
finishes, and/'or construction.
9. Heights of all out ets shown on the drawings are
approximate onl .
10. All outlets install ]d outdoors, bathrooms, and
garage shall have ground -fault interrupter circuit
breaker or recep acle. All outlets installed in the
bedrooms shall have arc -fault interrupter
receptacles.
STORAGE
105
SECOND FLOOR POWER PLAN
m
M 1111 M
18"
F/GFI
LCONY
106
11. Load data and calculations were designed based on
information given to Architect at the time of the
design. Prior to installation of all equipment verify
size of equipment and panel sizes.
12. Electrical system shall be grounded. See Riser
Diagram.
13. Outlet boxes shall be pressed steel in dry locations,
cast alloy with threaded hubs in wet and damp
locations and special enclosures for other classified
locations.
14. Disconnect switches shall be H.P. rated, heavy
duty, quick -made, quick break enclosure required
by exposure.
15. Smoke detectors shall be hard wired (110 volt
type) to non-switchable light circuit and shall not be
connected into the load side of a ground fault
circuit.
16. Smoke detectors shall be located on or near ceiling
inside and outside each sleeping area. Verify
locations of smoke detectors with the drawings.
17. Smoke detectors shall be 110 volt type, with a test
button with battery back-up system and visible
"power on'' indicator.
18. All 12-volt, single phase, 15 and 20 amp branch
circuits supplying outlets installed in dwelling unit
family rooms, dining rooms, living rooms, parlors,
libraries, dens, bedrooms, sunrooms, rec rooms,
closets, hallways, similar rooms or areas shall be
protected by a listed arc -fault circuit interrupter
combination type, installed to provide protection
of the branch circuit (NEC 2008 210.12 (B)).
19. Tamper Resistant Receptacles (NEC 406.11) are
required in dwelling units in all areas as specified
in 2008 NEC 210.52, all 125 volt, 15 and 20 amp
receptacles.
.aa °LAl6 AND ALL PI�UI'obED W0ki<
tl RE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSAY
L APPLo ABLE CODER TO
DES,
COMPLY WITH AL
N
SCALE: 1/4" = 1'-0"
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Rev. #
Date
1
06-Dec-11
Bldg Dept Comments
2
12-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
14-Sep-11
Date
Sheet
E 3
Power
Plans