HomeMy WebLinkAboutRevisions; Extended Patio & Footing for Screen EnclosureOFFICE USE ONLY:
DATE FILED: ``--
REVISION FEE: l� •�
LOCATION/SITE
ADDRESS:
r,
PERMIT # =00OZ - D q /
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
6 // LA) 00
TAILED DESCRIPTION OF PROJECT
VISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC051145
BUSINESS NAME: GREW GHO Homes LLC
QUALIFIERS NAME: William Handler
ADDRESS: 590 NW Mercantile Place
CITY: Pt St Lucie STATE: FL
PHONE (DAYTIME): 772-773-0075
OWNER/BUILDER INFORMATION:
NAME: GRBK GHO St Lucie LLC
ADDRESS:590 NW Mercantile Place
CITY: Port St Lucie STATE: FL
PHONE (DAYTIME: 772-773-0075
ARCHITECT/ENGINEER INFORMATION:
NAME: Donald J Nuelle
ADDRESS: 11634 SW Rowena St
CITY: Port St Lucie
PHONE (DAYTIME): 561-629-6975
'0!2 .n 'e l .
ST. LUCIE CO CERT. #:
ZIP; 34986
FAX: 561-688-0909
ZIP: 34986
FAX: 561-688-0909
STATE: FL ZIP: 34987
FAX: N/A
SLCCC: 9/23/09®�
Revised 06/30/17
FILE COS
GENERAL NOTES
I. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION
2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE
WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE
TREATMENT
TO DE INSTALLED AND MONITERED BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
ABBREVIATIONS
ABV ABOVE
EXT.
EXTERIOR
AFF ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU AIR HANDLER UNIT
F.R.
FIRE RATED
B.F. BI FOLD
FIR
FRENCH DOOR
B.P. BI PASS
FIN.
FINISHED
BLK. BLOCK
FL
FLOOR
BLW BELOW
G.T.
GIRDER TRUSS
BRIG. BEARING
GA.
GAUGE
BTM. BOTTOM
GALV.
GALVANIZED
CLG. CEILING
GFI
GROUND FAULTINTERRUPT
CMU CONCRETE MASONRY UNITS
GL
GLASS
COL COLUMN
GWB
GYPSUM WALLBOARD
CONIC. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT. CASEMENT
HOT.
HEIGHT
DBL DOUBLE
HPS.
HOOPS
DIA DIAMETER
HR
HOUR
DISP. DISPOSAL
HS
HORIZONTAL SLIDING
DP DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
DR. DOOR
INS.
INSULATION
DW DISH WASHER
INT.
INTERIOR
E.E. EACH END
LG.
LONG
ELEC. ELECTRICAL
UN,
LINEN
ELEV. ELEVATION
LT.
LIGHT
E.S. EACH SIDE
LT.
LAUNDRY TUB
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIT. PROVIDE THEIST
R 0 PSI)
LINTELS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE 1x2 P.T. FOTHER HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0' 0/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
MAX. AND ALL OTHER PER F.B.C. SECTION 718
C
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE
PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
Z
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
ALT.
AND PARS
2 ALL GLAZING WITHIN 24° AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WIRE SHALL BE 7HHN COPPER, UNLESS NOTED OTHERWISE.
USING THE 2017 FLORIDA BUILDING
CODE 6th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WTH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) AN
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
i. REINFORCING:
ACCORDINGLY.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED ABLE.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ TOED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF.
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B,C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
5, PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS
PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES NTH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
O. VERTICAL REINFORCING SHALL BE AS COATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXPENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS.
MAX.
MAXIMUM
SW
SWITCH
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE
COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
MICMICRO
TEL
THROUGH
CONTINUE UNINTERRUPTED.
/�
SELECTED BY BUILDER.
MICROWAVE
T.O.
THROUGH OUT
BEAM SCHEDULE NOTES
B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
HORIZONTAL,
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO.
MTL
MONOLITHIC
METAL
T.O.PL
T.O.TB.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE LINTEL MARK °L° TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOTED ( )
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
11 PROVIDE PRE- WIRED T.V. OUTLETS FOR ABLE AS SHOWN ON PLANS.
O.H.D.
0/C
OVER HEAD DOOR
ON CENTER
U.N.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
'BB'
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.L.F.
POUNDS PER UNEAR FOOT
UL
V.I.F.
UNDERWRITERS LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05J ASCE.8.
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
P.S.F.
P.S.I.
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-10/11A.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8( a ).
P.T.
PRESSURE TREATED
W/
WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
PART'N,
PARTITION
WC
WD•
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PKT
PLYWI.
POCKET
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURES.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
SOLD
GLASS
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
SS.C.
.G.D.
SF
SLIDING DOOR
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.11 REQUIRED FOR ALL 120-VOLT,
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL DE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS
SAINT LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCTMODEL
#
MANUF.
GLASS
ATTACH. METHOD TYPE SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R12
9100 OHD 16080
WAYNE DICTION
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.
D•P: +28.5 PSF
+39.2 PSF -43.7 PSF
2-3/4' MIN. EDGE DISTANCE. 6" FROM END
-34.8 PSF
B
FL 17499.1
(2) SH 26
MI WINDOWS & DRS
SGL IMPACT
3/ C TAPCONS W/ 1-1/4' MIN EMBED
D.P. +29.9 PSF
+55.0 PSF -55.0 PSF
0 0 M
C
FL-20468.11
SGL LITE 3080
THERMA TRU
SGL IMPACT
1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P= +31.9 PSF
50.0 PSF -50.0 PSF
DR W/ SIDELITE
4- & 14.5- O/C MAX. SPACING.
-34.B PSF
1 .5
4625 ARCHED FG
MI WINDOWS & ORS
SGL IMPACT
3 T / - / IN BE
.: 3.
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
E
FL 17499.1
(2) SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P = +29.9 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX SPACING & 2- FROM EDGE
-32.8 PSF
F
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
G
FL 15349.5
3020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
H
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
01C' O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
010' O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
J
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +28.5 PSF
+MO PSF -55.0 PSF
0If C/C MAX SPACING
-31.3 PSF
K
FL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P: +29.9 PSF
+55.0 PSF -55.0 PSF
01U' O/C MAX SPACING & 2" FROM EDGE
-32.B PSF
L
FL 17499.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-41.5 PSF
M
FL 17499.1
SH 25
MI WINDOWS & ORS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 16- O/C MAX SPACING & 2- FROM EDGE
-34.8 PSF
N
FL 17499A
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+5&0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.8 PSF
0
FL 174B9.1
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 26
MI WINDOWS &DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
PRODUCT
MODEL
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
MAX. 104-1J4' HORIZ
MI WINDOWS
& DOORS
1/4' TAPCONS WJ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
ROOFING
NOA NO. 18-0829.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
EAST COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 psf
-169 psf.
HIP AND RIDGE CHANNEL METAL
METALS, INC
UNDERLAYMENT
NOA NO. 17-0614-.22
POLYGLASS USA
PLIES NAILS AND TIN CAPS 12' GRID, 6' O.C. AT A MIN. 4'
N/A
N/A
PEEL & STICK
SBS UNDERLAYMENT
INC.
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-31C EMBED.
N/A
N/A
PER MAIL
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE NTH ACI 310-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A DOG ELASTICITY OF 1600 K51 OR BETTER, AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
AG
3/4- BEAMS AND COLUMNS - 1 1/2- FORMED CONCRETE BELOW GRADE-2- UNFORMED
PLUMBING NOTES
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" O.C.
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS WITH 1/2- GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1- LONG
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
1 ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WTH "THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE
SUBSTRATE AT 4" O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.0 PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY DE 2500 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION
/" INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 PENETRATION INTO VERTICAL WOOD
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-T OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16' CROWN METAL
MTL FRAMING SELF TAPING SCREWS /12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28- MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE
USED FOR SOFFITS OR CEILINGS
15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COL NAIL PROGRAM. TYPE TO BE CRF TIRO
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
1-1/2" LONG AND .120' DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 25DD PSI MIN.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2017 STH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
00
J11-1 Mw
Ii RENTON JEM
LOT 01
MEADOWOOD
COPYRIGHT 2015
N1111--jil N 1 1 I IIL__jIILul LLJ
18�" 36" 52d" 25}'
SH 15 SH 25 SH 35 SH H35
■ ■ ■ ■ In ■ ■ ■
M.O. 20 1/8" M.O. 38' M.O. 54 1/8' M.O. 27 1/2"
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK
38° 70" 38" ,
®® l
SH 35 3, "�
/TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN J' (35 1 THICK, MUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3f LESS THAN j" (35 MIM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-010 GRADE B (42 KSI)
2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 AGE (0.48 MM)
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN a (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LYE DEBT PART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WIND:
ULTIMATE ONO SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.E
NQjEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
Lw I Lw
2x P.T.
WOOD BUCK
SHOWN TYP.
7m, ml
so
M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4- W M.O. 55 1/2" W M.O. 78 1/2" W
X 99'H X9VH X99'H X99'H X99"H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
I
T EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2s6, 5/4" BOARD OR 14.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
PROJECT LOG
ISSUED FOR START
10-02-19
ISSUED FOR PERMIT
11-01-19
BLDR. REV.
01.30.20
BLDG COMMENTS
03-11-20
TRUSS CONNECTOR REVISION
09-10-20
BUYER CHANGES REVS
09-21-20
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20' x 18' X CONT.
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EXTERIOR MONOLITHIC
I
F-2
20' x 184 X CONT.
2 i5 CONT. W/
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38
F-3
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W/3 15 EW. 8At
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6
4'-6' x 3'-0" x 12'
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ISOLATED PAD
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W/3 15 E.W. BTU.
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MONOL17HIC 0 PAD
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59
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SIZE TYPE
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C-1
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C-2
BAB
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AS LOCATED ON PLANS
C-3
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45' M17ERED CONC. BLOCK IN FULLY
GROUTED CELLS W/ 2-15 VERT.
C-4
4740
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
A4
PROJECT LOG
ISSUED FOR START
10-02-19
ISSUED FOR PERMIT
11-01-19
BLDR. REV.
01-30-20
BLDG COMMENTS
03-I1-20
TRUSS CONNECTOR REVISION
09-10-20
BUYER CHANGES REVS
09-21-20
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FASTEN EA. END 70
STUDS W/ (2) 110
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(2X4 STUDS ® 16' 0/C) (2x6 STUDS
24. 0/C) W/1 FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
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70 EACH SIDE 0 12° 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HIL77 PINS .145" DIA x 1' LG.
0 16" 0/C W/ 1" WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/40 = I'D-
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
GARAGE CEILING
2x4 STUDS
GARAGE FLOOR
ELECT. PANEL / CHASE
CALCULATIONS
TOTAL U/A 2,503 S.F.
COVERED ENTRY 55 S.F.
COVERED LANAI 168 S.F.
GARAGE 661 S.F.
TOTAL AREA 3,387 S.F.
CEILING
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TOP & BOTTOM W/ (1) #10 SMS 0 24° 0
25 GAUGE CHANNEL SHAPED STUDS
24° O/C W/1 FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" O/C
CONC. FLOOR SLAB
HIL77 PINS .145' DIA x 10 LG
0 16' 0/C W/ 10 WASHERS
INTERIOR PARTITION
.2 3/4" = V-0" -.
PROJECT LOG
ISSUED FOR START 1D-02-19
ALL SHELVING IN CLOSETS AND A4 so'_a• ISSUED FOR PERMIT 11-01-19
• BLDR. REV. O1.30-20
PANTRY TO BE OPEN SLAT WOOD SHELVING 15 B 16 0" 26-a° BLDG COMMENTS D3.11-20
T-10° T-1 16'-0° -4° 6'-8" 19'-8" 3 TRUSS CONNECTOR REVISION 09-10-20
I o 10'-8• T.O. B. 4 BUYER CHANGES REVS 09-21-20
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19'LO"
( GRE S) I I n
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R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ADDITIONAL NOTES,
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-08 IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. M MARBLE TUBS
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
5. KNOCKDOWN CEILING TEXTURE AND MANGE PEEL WALL TEXTURE.
6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
7. IMPACT WINDOWS.
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62 / .25
TOTAL AIR
VOLUME CUBIC
FEET = 23277.9
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
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XEL4 T.O.B.a TO.B.B. -
9'-4' 3'-11- 2'-6" 6'-0' 2'-8' 3'-11" T-2' 7' 3* 9-10 7'-3'
711 E:
13`-3' ll'-40 11`-1' 24'-4'
PROJECT LOG
VINYLconos
.�Yir•' Orta(¢r7�y
Sues
Product Submittal Sheet
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Product Submittal Sleet
y,l 11- 75454
fL, M 131 ..C1
FLAT CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
Soffit Vents (One Piece)
TO EXT. GRADE PLYWD. SHEATHING
Lo r ,n:li.is c r) ece Sr ", a h iehffor'..rig o I<_; -_ stuaCo &:-: rla� cr. �� m (SEE DIAPHRAGM SCHEDULE FOR TYPE
It NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES —
024" 0/C TYPICAL
cseaaoo, sB a widn vnintt ppcprs a width,P r pd f&qns W/APPROVED GALV. TRUSS
A=CONC.
RAISED STUCCO DETAIL
FOAM MOLDING
Mimi
'AMINE
INEENIMINEEN
■■INEINEMENININEINNINEINEEN
12
D.P.= +31.9 PSF /� D.P.= +32.2 PSF
6 O -34.9 PSF /, \ BLW O -35.1 PSF
r- :.rc�t rcnr._cnnrn,n�.. ncpoao snex Vlr mminf-ngre mkr n<n.mccr&. pla.mr VcntC4, _rr.,.:ded m, —pi,u Soffit vnnr and ANCHORSEA. END INSULATION
Nona, 5
�4 , torkcnaln PER ENERGY CALC.
a��. au �n<op�anon, °bw,� nr», or,m and:nmoa aremC nr In,milapn
SEE PLAN) ELEV.
• RAT RUNS PER
d TRUSS MANE.
GALV. MTL DRIP 5 8" DRYWALL OR 1/2' "TOUGHROCK'
(OR EQUAL) APPLIED TO
ON IX2 P.T. ; UNDERSIDE OF TRUSSES
21 PAINTED TEXTURED FIRE STOP
SPRUCE FASCIA
2'1 CONT. 8"1 MASONRY BOND BEAM
CEMEN717WS FINISH ON METAL LATH TYP. O.H. W/ 115 CONT. TOP & 80T. -FILL W/ COD.
W/ 3" CONTINUOUS KW7ING ON ALL SIDES CONT. METAL POUR STOP
(TRUSS CO. 70 PROVIDE FLAT SOFFIT) 1/2' DRYWALL a=6'-0'
EDGE ZONE
IX2 P.T. FURRING 24' 0/C
MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK ALL 70 BE
CEMENTITOUS FINISH
OVER 8" CONC. BLOCK
FLAT CONCRETE TILE 4 I NOT TO EXCEED 5/8" THICKNESS
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO EXT GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
024" 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS EA. END
j� SEE PLAN/ ELI
GALV. MIL. DRIP
ON IX2 P.T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
2'-0"
GEMEN71TOZ FINISH ON METAL LATH TYP. O.H.
W/ 3' CONTINUOUS VENTING
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFI
MEDIUM TEXTURE DECORATIVE
EMENTITOUS FINISH
OVER 8' CONIC BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 Fl-FOIL BETWEEN ST
UDS
12
6
A2
R-40 INSULATION
PER ENERGY CALC.
RAT RUNS PER
TRUSS MAW..
o
5 8' DRYWALL OR 1/2" 'TOUGHROCK"
APPLIED TO
�
0
UNDERSIDE) OF TRUSSES
FIRE STOP
CONT. 8746' MASONRY BOND BEAM
W/ 115 CONT. TOP & BOT. - FILL W/ CONIC.
CONT. METAL POUR STOP
1iV DRYWALL
IX2 P.T. FURRING 0 24" 0/C
EXTERIOR BLOCK WALL TO BE
MONO. CONIC FOOTING
SEE FOUNDATION PLAN
FOR N07ES & DETAAS
'' •. a • • • I III—III—IIII—� �
' •• _ I II
TYPICAL WALL SECTION
SCALE J/4' =
ENTRY SOFFIT DETAIL
SCALE 3/4' = 1'0'
I
I D.P.= +31.5 PSF
O-34.5 PSF
EDGE ZONE
I
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I
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D.P.= +31.9 PSF
O-34.9 PSF
D.P.= +29.7 PSF
O-32.6 PSF
N
a
12
6
■ �—� EDGE O
!�FOAM MOLDING
I� I MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
m ON BLOCK WALLS, TYP.
ELI I
RAISED STUCCO DETAIL
n'—nl F!N F7 nrR SY AR .-6
D.P.= +33.5 PSF
STUCCO BASE O -36.9 PSF
FRONT ELEVATION - MISSION
a=6'-0
EDGE ZONE
I I
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I I
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D.P.= +33.2 PSF
36.2 PSF
-6-0
EGGE ZONE
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D.P.= +34.8 PSF D.P.= +34.8 PSF D.P.= +34.8 PSF
O-37.8 PSF O -37.8 PSF O -37.8 PSF
O D.P.= +29.3 PSF
-34.0 PSF
LEFT ELEVATION - MISSION
ISSUED FOR START
10-02-19
ISSUED FOR PERMIT
11-01-19
BLDR. REV.
01-30-20
2
BLDG COMMENTS
03-11-20
3
TRUSS CONNECTOR REVISION
09-10-20
4
BUYER CHANGES REVS
09-21-20
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ELEVATIONS
A-3
fr1i-i
MW - 01
ELECTRICAL SYMBOLS
Q� DUPLEX RECEPTACLE $ SWTCH n TELEVISION JACK a DETEC TOR
I AT 12' A.F.F. 1 SINGLE POE T PRE WIRED
Q� DUPLEX RECEPTACLE $ SNITCxi 220 V. RECEPTACLE FLOOD
SECURTY
LIGHTS
LIB AT BASE Ts THREE WAY AT 12" A.F.F. ® SMOKE
QC DUPLEX RECEPTACLE SWITCH HVAC DETECTOR
la AT 8" ABl! COUNTER �4 FOUR WAY ® THERMOSTAT SMOKE / CARBON
MONOXIDE DETECTOR
INTERCOM � DUPLEX RECEPTACLE SWITCH AT 60' A.F.F. SITCH
FLUSH IN FLOOR �R RHEOSTAT � DISCONNECT
TELEPHONE OUTLET
DUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F. PADDLE FAN
GROUND FAULT �D DIMMER TELEPHONE OUTLET W/ /LIGHT
FLUSH IN FLOOR FLUORESCENT
DUPLEX RECEPTACLE SWITCH SPEAKER I FIXTURE CLG. MNTED.
TOP REC. SWITCHED K KEYED IN aG, INCANDESCENT LIGHT
DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING UNITED.
WATERPROOF I KEYPAD WALL OUTLET INCANDESCENT LIGHT
DUPLEX RECEPTACLE JUNCTION SPEAKER FIXTURE WALL. MATED.
!PC UNDER COUNTER BOX 4 HOME RUN ® HI HAT
CLG MOUNTED
O INTERCOM p DOOR CA75 ® M HAT
STATION I CHIME HOME RUN VAPOR PROOF
ELEC. PANEL "A" 200 AMP
CIRC.
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
2
ELECTRIC COOKTOP
2
50
6
10.0
0
2
DBL WALL OVEN
2
50
6
10'0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
30
10
4.5
0
1
LAUNDRY
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER/DISPOSAL
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
12
4.5
0
1
BATH GFI
1
1 20
12
1.5
0
14
GEN. LIGHTING
1
15
14
7.3
0
let 10,000 at 100% = 10.00
REMAINDER AT 40% = 15.28
A/C LOAD AT 657. = 6.24
TOTAL = 31.52 x 1000/240 = 131.3 AMPS
ALL VANITY LIGHTS TO
BE 100" A.F.F
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60' ABV GARAGE FLOOR
72' MAX.
®
RECESSED
EYEBALL
USE! STA WIN
F.P.&L. METER
g
& DISC.
®
BREAKER
PANEL
EXHAUST
FAN
F L
EXHAUST FAN
W/ LIGHT
R
LV DOOR
RELEASE
(v�
VOLUME
CONTROL
QUADRUPLEX
RECEPTACLE
® LOW VOLTAGE
TRANSFORMER
FB FAN BOX
IN CLG.
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/O—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2D17 NEC 210-12 (B).
Plans are Prepared for the Builder and not any Planned or Future user /
Home owner of the Subject Property and any Modifications, Deletions and
other Changes Authorized by GHO Homes Corporation or other GHO entity
are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
— (1) SETS OF (3) 14/0 AM.. THWN
IN 2 CONDUIT
200 AMP SERVICE
p METER
DISC COMBO "A�
O PANEL
200 A
5/8" COOK 10' CU SUPPLEMENTAL GROUND ROD
AND 1D ONE REINFORCEING BAR IN
7HE FOUNDATION 20'-0' LONG MIN.
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2503 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7509 / 14 (GEN.LTG.CIR.) = 536.4 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALCS. ONLY.
*NOTE*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA
PROJECT LOG
ISSUED FOR START
10.02.19
ISSUED FOR PERMIT
11-01-19
BLDR. REV.
01-30-20
BLDG COMMENTS
03-11-20
TRUSS CONNECTOR REVISION
09-10-20
BUYER CHANGES REVS
09-21-20
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ELECTRICAL
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