HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED FOR PRE -CON 05-18-21
ISSUED FOR PERMIT 06-15-21
GENERAL NOTES
THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH 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.
& REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
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
BEM.
BOTTOM
GALV
GALVANIZED
CLG.
CEILING
GFI
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONC.
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
La
LONG
ELEC
ELECTRICAL
UN.
LINEN
ELEV.
ELEVATION
LT.
LIGHT
ES.
EACH SIDE
LT.
LAUNDRY TUB
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C 0-90. ASTM GRADES NI OR III. PROVIDE PRECAST
LINTELS AS NECESSARY. (fm = 1500PSI)
1. PROVIDE 1x2 P.T. P 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
OTHER
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
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.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2020 FLORIDA BUILDING
CODE 7th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN WOF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES. MAJOR G.T. BEARING POINTS. ETC) CAN
GRAVEL CONCRETE.
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
& 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,
4. REINFORCING:
ACCORDINGLY.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE.
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 lot 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. ASTIR 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 CORE, 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 ALIGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411OF
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDAREGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
CO
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW
7. PROVIDE DISCONNECT SNITCH 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 SNITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH 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
D. VERTICAL REINFORCING SHALL BE AS LOCATED OR 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 CONC PAD OR OTHER APPROVED MATERIAL EMENDING 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 WITH 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 APPUANCES SHALL BE UL APPROVED AND AS
MICRO.
MIN.
MICROWAVE
MINIMUM
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
T.O.
THROUGH OUT
HORIZONTAL:
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WIT CUPS, TOP AND
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
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.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE
" "
1. ALL COMPOSITE UNTEL (MARK L) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL:
NOTED
'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 LINEAR FOOT
ILL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
B. 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.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-16/T.M.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.
PARTIN.
PARTITION
WC
WD.
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-16/T.M.S. 602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PKT.
PLYWD.
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 M PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTING 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
S.C.
S.G.D.
SOLID CORE
SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
SF
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL17.
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).
16, ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT,
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES ( UNLESS NOTED OTHERWISE) ALL
SINGLE PHASE 5 N
ST LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. +FILL ALL MANUF. HOES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16070
WAYNE DALTON
N/A
W/ 1-1/47 WASHER & 2-3/4' MIN. EMBED.
D.P = +31.9 PSF
+39.2 PSF -43.7 P SF
4'
2-3 MIN. EDGE DISTANCE. 6' FROM END
-34.7 PSF
B
FL-20468.4
3080 DR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0
DR.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4' & 1&5' O/C MAX SPACING.
4.7
-3PSF
C
FL 17499.9
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31A PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10" O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
D
FL 17499.9
SH 25
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
FL 17499.8
0 10" O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
E
FL 15349.10
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/15' TAPOONS W/ 1-1/4 MIN EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.9
(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
FL 17499.8
0 10' O/C MAX SPACING & 2' FROM EDGE
-37.7 PSF
+60.0 PSF -70.0 PS
G
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +2&4 PSF
+55.0 PSF -5&0 PSF
0 12' O/C MAX SPACING
-31.2 PSF
H
FL 17499.9
(2) SH 25
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
FL 17499.8
0 10- O/C MAX SPACING & 2- FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
I
FL 15349.10
6020 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +314 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
J
FL 17499.9
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.3 PSI=
+60.0 PSF -70.0 PS
K
FL 17499.9
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
FL 17499.8
010' O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
L
FL 17499.9
SH 272
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
FL 17499.8
0 10' O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
M
FL 17499.9
SH 272
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPCONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
01U" O/C MAX SPACING & 2" FROM EDGE
-34.7 PSF
+6C0 PSF -70.0 PS
PRODUCT
MODEL
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
FL 15353.8
MI WINDOWS
1/4- TAPCONS W/ 1-1/4- MIN EMBED
MULLIONS
MAX. 83' HORIZ
&DOORS
(4) FASTENERS PER CUP TOP & BEM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.9
MAX. 156-3 ' VERT.
FL 17472.2
EASTERN
1/4' TAPODNS W/1-3/4' MIN. EMBED
MULLIONS
MAX. 109" LENGTH
ARCHITECTURAL
(8) FASTENERS PER H-CUP
34.7 PSF
36.4 PSF -36.4 PSF
MAX 48' TRIBUTARY WIDTH
SYSTEMS
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
EASE COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 psf
-169 pat
HIP AND RIDGE CHANNEL METAL
METALS, INC
ROOFING
MEMBRANE 30/ FELT
N/A
N/A
UNDERLAYMENT
ASTM D-226 /30 FELT
N/A
BUTTON CAPS 12" GRID, 6' O.C. AT A MIN. 4" HEAD LAP
ROOFING
FL 2569.1 R20
SOPREMA ROOF
MEMBRANE: LASTOBOND TU HT
UNDERLAYMENT
UNDERLAYMENTS
SELF ADHERING, NON WOVEN POLYESTER FABRIC SURFACED,
N/A
N/A
PEEL & STICK
SBS MODIFIED BITUMEN ROOF UNDERLAYMENT
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/9' LG, 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
BEFORE GROUTING
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE
1 A D 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWEWNG UNI15.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FORA 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 MODULES ELASTICITY OF 16W KSI OR BETTER. AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED
I. 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.
PLUMBING NOTES
ON 0.006 VISOIEEN (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.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH '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 804.3, F.B.0
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
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 WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
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.
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-C' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
B. 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
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28' MA%.) AND ADD 2-CUTS BARS BOTTOM IF DROP EXCEEDS 8'.
WTI-- FRAMING SELF TAPING SCREWS J12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
B. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
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
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G
, 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 2500 PSI MIN.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
'MIRED 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. 2020 7TH EDITION & ASIDE 7-16.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA WILDING 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 OTHERWSE.
p 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:
NAL 0 M. 1 *1
i # u
CLEMENTINE
LOT 16
MEADOWOOD
COPYRIGHT 2021
TYPICAL "MI" WINDOWS
N C4 F-1 C4 ElN
w 'o a>
52d" 251n
SH 15 SH 25 SH 35 SH H35
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
70" 38"
SH 35
IMU�
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIAL' ''OORS NOT LESS THAN j' (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A- 9i', SS THAN jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a 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 DiWUUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (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.
& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LYE OFAO Paerx MEAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WIND:
UUTIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = 11
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
Ua THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE OVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
NNN NEI NO
ON
/
2x P.T. Ll 50.
WOOD BUCK
SHOWN TYP.
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 98 1/2- H X 98 1/2- H X 98 1/2' H X 98 1/2- H X 98 1/2' H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR WO 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 20, 5/47 BOARD OR 1x6.
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
SYMBOLS LEGEND
DETAIL
SCALE
DETAIL
Dwc SCALE
SECTION
k,?f.j SCALE
SECTION
Dwc. SCALE
INTERIOR E1JY.
SCALE
FB-#
BEAM LABEL
QREVISION
IN
NORTH ARROW
BREAK UNE
0 Y Y
Y
Pq
SCALE
SCALeGRAPHIC
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PUN
A-2
FLOOR PUN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PUN
A-6
TRUSS PUN
E-1
ELECTRICAL PUN
M-1
MECHANICAL PUN
1
44 DWa. 2 INTERIOR
ELEVATION
3
�# COLUMN LABEL
F# FOOTING LABEL
aZ-1BE
if-4-01 FIN. FL. SLAB
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
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MARK
SIZE WxD
REINFORCING
DESCRIPTION
NO.
W/2 15 CONT
EXTERIOR MONOLITHIC
F-1
20" x 18'
BTU.
ONE STORY
1
W/2 15 CONT.
EXTERIOR MONOLITHIC
F-2
20' x 18'
BTM.
0 RECESS
38
ISOLATED
F-3
3-0' x 3'-0' x 12"
W/4 15 BIM. E.W.
PAD
7
F-4
20' x 16'
W/2 15 CONT.
BTM.
INTERIOR MONOLITHIC
27
THICKENED EDGE
TE-1
10' x DROP x CONT
W/115 CONT,
AT DROP
34
CONC. FOOTING
TE-2
8' x 8' x CONT.
W/115 CONT
AT SCREEN ENCL.
37
INT. BEARING WALL
SEE FRAMING PLAN
TRANSVERSE REBAR
ONLY AS REQD.
SEE FOODNG SCHED.
WELDED WIRE MESH
CENT. REBAR
EQ. EQ. SEE FOODNG SCHED.
SCH DULE OMIT CENTER BAR
EN ONLY (2) REQD.
27 INT. CONT. MONOLITHIC
MATCHING DOWELS FOR
COLUMNS 48 BAR CIA.
FlBERMESH OR MIN. W/STD. HOOKS
WELDED WIRE PAD REBAR
MESH (SEE SEE F0017NG SCHED.
SCHEDULE) ' 1 EDGE BARS ALWAYS
I.F REMAIN. SPACE
' 1'•f' 07HERS EQUALLY.
it
{IY�IF'IFIIIIFIIr�IFII IFS -SEE OTHER
SEE SCHEDULE DETAILS FOR
FOOTING
BEYOND
9EXT. MONOLITHIC AT PAD
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
FOOTING SEE SCHEDULE,
OVERHEAD GARAGE DOOR
OHD RECESS
20'
DRIVEWAY / GARAGE INTERSECTION
CONC, POURED FILLED TYP. HIJLLOW
CELL W/ STL, PER PLAN MASONRY BLOCK
RUNNING BOND
PER PLAN
DOWELL & EPDXY (1) #
REBAR INTO SLAB @
FILLED CELL LOCATION
W/ 4' MIN. EMBED. INT❑
SLAB
CONIC. SLAB &
_ — — MONOLITHIC
FOUNDATION
PER PLAN
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
8x8
CONC. BLK. W/1 FULLY GROUTED CELL W/1-15 VERT. EA. CELL
C-7
BLOCK
® 8'-0' 0 C MAX. OR AS LOCATED ON PLANS
8x16
C-2
BLOCK
CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL
8x12
C-3
BLOCK
CONC. BLOCK W I FULLY GROUTED CELLS W 2- 5 VERT.
8 xl6xl6
C-4
BLOCK
CONC. BLOCK W/3 FULLY GROUTED CELLS W/3-15 VERT.
8'
FlBERMESH
FOOTING REBAR
SEE F0077NG SCHER
r
TYP. EXTERIOR CONT.
MONOLITHIC FOOTING
i. CONC. OR MASONRY
COLUMN
.�A MATCHING DOWELS
48 BAR CIA. MIN.
GRADE de`�it W/STD. HOOKS
Ih h
II; y. IIN 2
. t �• I. W
__ J •Lw L)
el PAD RES4R
EQ.. EQ, SEE FOOTING SCHEDULE
SEE CHED, EDGE BARS ALWAYS
REMAIN. SPACE OTHERS
EQUALLY
/ J ISOLATED PAD
70'-9"
17BERMESH • L' - -
1-15 CONT.
3' MIN. COVER 10,
34 THICKENED EDGE #1
$' MATCHING DOWELS FOR
—�� COLUMNS 48 BAR CIA.
MIN. W/STD.D. HOOKS
FlBERMESH
SCHED.
1
38 EXT. CONT. MONOLITHIC
FINISH GRADE
SCREEN ENCLOSURE
FASTENERS BY SCREEN MFGR.
BRICK PAVERS
8" x 8" x CONT. CONC. FOOTING
• I I OR PRECAST LINTEL FILLED SOUD
�— L~ WITH CONCRETE
ITT— I I = REINFORCE W/ 1#5 CONT,
II I I�TITI I III— MUD BED FOR LEVELING W/ LINTEL
37) SCREEN ENCLSOURE FOOTING DETAIL
42'-2"
7'-0°
L
20'-0°
6'-0.
6'-0. 4'-71/2'
7'-11/2'
AdN 9'-4' TO.B.B.
f0-8 T.O.8.8.
—
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ISSUED FOR PRE -CON 05-18-21
ISSUED FOR PERMIT 06.15-21
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PROJECT LOG
ISSUED FOR PRE -CON 05-18-21
ISSUED FOR PERMIT 06-15-21
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
DELETE CERAMIC
SOAP DISH IN ALL
BATHS
U VALUE SHGC TYP. WINDOW
IMPACT .62 / .25 VERTICAL HEIGHT
SEPARATION IS 8"
ADDITIONAL NOTES,
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CEILING IN MASTER SHOWER - 8'-0° A.F.F. IN ALL OTHER SHOWERS
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
5. KNOCKDOWN COILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
7. IMPACT ALL WINDOWS.
TEMP FRAMELESS—\
GL W/ CUPS
1/2' WALL CAPS
MTL FRAMING
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
PT 2X SILL PLATE
W/ 1/4" TAPTNS & \
FENDER WASH R TO SLAB
IyIN6971�lIa�I�N[H
OPT.
2x WD BLOCKIN,
EACH SIDE OF I
FOR MOUNTING
2x MTL STUD!
TYP.
FINISHED FLOOR
GARAGE CEILING
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/2"
PLYWD & 1/2° NON ASBESTOS
FIBER CEMENT BACKER BOARD
KNEEWALL W/ NON ASBESTOS
FIBER CEMENT BACKER BOARD
&
' ICL
o
ROMAN SHWR
T7 �
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LLLLLL
TYP. KNEE WALL SECTION
1/2" = r_a'
TYP. MEDICINE CABINET
10'-8' T.O.B.B.
9'-4 T.O.B.B.
9'-4' T.O.B.B.
10'-6 T.O.B.B.
E 6020 FG
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—
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2
4 BEARING WALL -
8'-0" A.F.F.
S
E STRUCTURAL—-12'-0"15'-0'
11'-2°KITCHENRANGE
W/ MICRO ABV.� aDINING
10'-8" CLG. CABINET B CKING
I 1
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10'-8° CLG.
0 35"-5 "-96" i a
DBL SINK W/ DSP_ REFI m
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5'-0° 10' �A�
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40" X a" M 2880 OPT
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TWO BAY GARAGE
2-4'
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HAND INGES
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29
L
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SILL 0 42"
L. SHELF
GARAGE SEPARATION
CHANm IN6AF.F&
CLLG.GHGT.
®"E 1�
REQUIREMENTS PER
X 54 FRAMELE
o
WIC
TE .G. W/ C"
309.1 AND 309.2
i
8'-6"
S-0 "
13'-10"
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0
4' 15'
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(4) 2x4 METAL STUDS J 12'
FLOOR RO CEILING — - ELECT. °-
PANEL o AC CONC. PAD DETAIL
BACK
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n
T
GARAGE FLOOR
ELECT. PANEL / CHASE
WASHER AER
28-1/27 SPACE DRYER VENT
DRYER VENT LOCATION
FRONT VIEW
(2) 110 S.M.S. TOP & BOTTOM
0 EACH STUD
FINISHED COILING - SEE
TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24" O/C
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
HILT1 PINS .145" DIA x 1' I.G.
0 16- 0/C W/ I- WASHERS
INTERIOR PARTITION
3/4" = V-0"
6020 FG
(TEMP)
HEAD 0 8'-0°
(2) 110 STUD. TOP & BOTTOM
0 EACH
FINISHED CEILING - SEE
TYP. WALL SECTION
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
24X4OSNDW/1 FULL ENGTTHxLA RDO
1/2- TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1' LONG BUGLE HEAD SCREWS
TO EACH SIDE ® 12- 0/C
CONY 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HILTI PINS .145' DIA x 1' LG,
0 16" 0/C W/ 1° WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4' = 1'0"
SH H33
( P)
35 K
=sS)
COND NSATE DRAIN
TO B MIN. 12"
FROM BUILDING
�HB
CALCULATIONS
TOTAL U/A
COVERED ENTRY
COVERED PATIO
iAA
TOTAL AREA
1812 S.F.
117 S.F.
234 S. F.
583 IS. F
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FLOOR PLAN
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PROJECT LOG
ISSUED FOR PRE -CON 05.18.21
ISSUED FOR PERMIT 06-15-21
CONC ROOF TILE, TYP. 6
4.0I
DECORATIVE STUCCO LOUVER
I I
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I � I
10'-8" T.O.B.B. W
0
— 9-4" T.O.B.B. W
r
J N
LH W a
I a :D-ILILI w LL
I ®® Z 0 u
Z _j y F a
o 5/8" THICK MEDIUM TEXTURE ¢ J g
m 8888 DECORATIVE CEMENTITOUS FINISH Z
ON BLOCK WALLS, TYP. ❑ Z o
I O a
SMOOTH STUCCO
BANDS, TYP. - — - 2
--------------------- ----- 0--00"-FIN. FL SLAB
31.9 PSF
31.9 PSF
O D.P.= +31.9 PSF -34.7 PSF O D.P.= +31.9 PSF -34.7 PSF OD.P = +34.7 PSF D.P.= +34.7 PSF
rn (ca o
FRONT ELEVATION - TRADITIONAL W/ CONIC TILE ROOF f W 2 0 FLO z
w 2 o
Ao n �
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(n 07 CC Ln � W
10'-8" U.B.B.Z v a H
---- O +�
I I 9'-4" T.O.B.B.
I ❑ I
OZ
I ® I
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I-- OD.P.= +34.7 PSF I x o O
D P = +29.9 PSF
F 37.7 PSF D'-0° FIN. FL SLAB31.9 PSF
co--- ---------- L-- ---------------
OD.P.= +28.4 PSF ' O
-31.2 PSF 5/8° THICK MEDIUM TEXTURE Q8
DECORATIVE CEMENTITOUS FINISH KR
4
ON BLOCK WALLS, TYP.
z v e--
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REAR ELEVATION
0
4
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— - — - F+�1
— _ 9'-4" T.O.B.B.. Z
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1/4" = 1'-( U.N.O.
®®®O®®®® D.P.= -+31.9 PSF
34.7 PSF
0'-0" FIN. FL. SLAB
ELEVATIONS
O D.P.= ±31.9 PSF
34.7 PSF 5/8" THICK MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH RIGHT ELEVATION - TRADI ON A-3
ON BLOCK WALLS, TV.
Q MW=16
PROJECT LOG
ISSUED FOR PRE -CON 05.18-21
1SSUEDFOR PERMIT 06.15.21
I I
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Soffit Vents (One Piece) t�
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & plaster. ,
t e
E -S
r -
'a'�'� CS58300V 5/8" o'vudevent (one piece)5 overallvnd[h, perforated flanges 15
3" Sal Vents — Continuous onepiece &offt Jeni W t,t reinforcing rib to key into etu000 & plaster Vent Clips are provided to connect Soffit Vent and
LTA [roxygm im• •
Designed to relieve stress and assist in controlling cracks In exterior wall finish intersections or s
available. rb
'._
"15755oUL 7/0"xl2'• 3412"solid flange, 1 3/4"pertoluted Mange
Mid Wall Control Joints— Designed to relieve stress and assist In oontrolling cracks In exterior Ball finish. Intersections of Ts available.
U5 Patent Number 7,757,450
Caulk all intersections, Wit joints, ends and corners at time of Installation
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 2746 (SQ.Fi.) x 144 = 395,424 SQ IN.
/ 150 = 2,637 SQ. IN. REQUIRED NET VENT AREA
/ 15 SQ IN. PER LINEAR FT. (176 LF) VENT = 2,640 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAY1MENT-
OVER 301 FELT 17N TAGGED
TO EXT GRADE PLYWD. SHEATHING
(SEE D14PHR GGIW SCHEDULE FOR TYPE
PRE-ENG. WOOD ROOF TRUSS 'S-
024" 0/C TYPICAL
W/APPROVED GALV. TRUSS
ANCHORS FA END
dN SEE PLAN/ ELEV.
GALV. MR. DRIP ON IX2 P.T.
2x6 PAINTED TEXTURED
SPRUCE FASCIA
CENENI1T10US FINISH ON METAL LATH ATTACHED
TO LEDGER & 2x4 BLOCKING
W/ 7'x24' VENTS 0 8'-0' O.C.
(TRUSS CO. TO PROVIDE FIAT SOFFIT)
CEMEMNT17YOUS FINISH
OVER 8' CONC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.2 BETWEEN STUDS
0'-0' FIN. FL SLAB
12
6
INSULATION
PER ENERGY CALC.
I
RAi RUNS PER
7RUSS MANE.
5/8' DRYWALL OR 1/2" "TOUGHROCK"
OR EQUAL) APPLIED TO
?. UNDERSIDE OF TRUSSES
FIRE STOP
CONT. 811 MASONRY BOND BEAM
W/ 115 CONT. TOP & BOT. — FILL W/ CONC.
CONE. METAL POUR STOP
1/2' DRYWALL
IX2 P.T. FURRING 0 24' 0/C
EXTERIOR BLOCK WALL TO BE
rcr,101111- a
MONO. CONC. FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
METAL ROOF OR CONIC. ROOF TILES, TYP.
I
I
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----------------------
I
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAI
(MAX. 8' O.C)
ICI I IN IN lil IN ICI ICI
COV.
PORCH
SLOPE
D.P.= +33.4 PSF
-36.3 PSF
12
�6
ED.P = +33.4 PSF D
-36.3 PSF
MEDIUM TEXTURE
DECORATIVE CEMENTTTOUS FINISH
ON BLOCK WALLS, TYP.
D.P= +31.9 PSFO
- 34 7 PSF
PRE ENGINEERED WD_ TRUSSES
-le
24at C/C TYPICAL —>
FOYER I I I I I GREAT ROOM
T'N"PlICAL INSTALLATION
Y
WINLC6AAIJLK
■CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
IILIII
AND JAMBS PER FBC 2020 R703,4
S AS REQUIRED
LIQUID APPLIED FLEXIBLE CONCRETE
W MANUFACTURER
FLASHING WATER PROOF PRODUCT TO
MARBLE SILL CAULK
FEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPEC
MAT
'MORTAR ORSTALLA
•'
•:. GROUTas
• �+
1/2"
° '
SET SILL IN FULL
DRYWALL
• ' I .� +
MORTAR BED AND HEAD JOINT
t .: . s,,.r,•:.
STUCCO OR
' I +•.
DECORATIVE
+. ".
CEMENTITIOUS
e
COATING
3/4' FURRING TO
•"�
MASONRY WALL
4 . '
8" CMU,
, ..
PRECA5 IRL DETAIL
CONCRETE WATER PROOFING APPLICATION
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_ - 10'4' T.O.B.B.
- —9'-4" T.O.B.B. 41
PROVIDE BASE COAT CEMENTTTOUS
MATERIAL PRIOR TO METER INSTALLATION
}. I— - - — 0'_0' FIN. FL_ SLAB, All
LEFT ELEVATION - TRADITIONAL
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAII
12 (MAX. 8' O.C)
�6
COVERD
PATIO
0'-0' FIN. FL SLAB
- ------
IZV
SECTION A -A - TRADITIONAL
CONC. OR MASONRY
ALUMINUM FRAME
1x4 P.T. BUCK SET IN
SEALANT AND NAILED
STUCCO FINISH
FASTEN TO BUCK W/
3/16'1 1/2' TAPCON
W/1-1/2" CASE t RDENE
PERIMETER CAULKING
2x6 P.T. BUCK SET IN
SEALANT FASTEN
SCREWS 0 12" 0/C
PERIMETER SEALANT
COIL NAILS AT 12 0/C.
MAX.
CONC. OR MASONRY
1x4 P.T. BUCK SET IN
SEALANT AND 1�E
W/ 1/4' ON. x 3-1/4'
STUCCO FINISH
CONC. OR MASONRY
HHA
W/1-1/2" CASE RDENE
TAPCONS 3' FROM E.E.
J '.ti0o o AND 6" O/C MAX.
CONC. OR MASONRY
00 COIL NAILS AT 12 0/C.
ix4 P.T. BUCK SET IN
a 0 Q0*
80 MAX'
DOOR TRIM
SEALANT AND NAILED
DOOR FRAME
W/1-1/2" CASE HARDEN
COIL NAILS AT 12 0/C.
� DRYWALL BOARD
DRYWALL B04R0
FASTEN TO BUCK W/
MAX.
CAULKING
CAULKING
SCREWS 0 2'-0" 0/C
7!! (2) 16 GALV. x 2'
�— DRYWALL BOARD
ALUMINUM FRAME
FASTEN TO BUCK W/
DOOR FRAME
DOOR TRIM
CAULKING
0 12 TAPCON
SCREWS 0/C
SCREWS 0
FASTEN TO BUCK W/
2 6 GAII x 2"
PERIMETER SEALANT
EA
PERIMETER SEALANT
SC SCREWS 0 2'-0" 0/C
STUCCO FINISH
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
JAMB DETAIL (WINDOW)
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
CONC. COLUMN
DOOR THRESHOLD SET
WEATHER STRIPPING
IN BED OF CAULK &
FASTENED TO SILL W/
BY DOOR MANF.
GARAGE DOOR
ALUMINUM FRAME
SECURE FRAME TO SILL
18 x 1 1/2' SCREWS
WITH SILICONE
0 18' 0/C
PERIMETER CAULKING
GALV. STL. VERT. TRACK
BY MANF. FASTENED TO
CAULKING
I DOOR FRAME
TRACK BRACKETS W/
FASTEN TO SILL W/
FLOOR COVERING
1/4'-20x1/2' CARRIAGE
BOLTS & LOCK NUTS70
d00 0
o 80 . Qo
16 x 20 SCREWS
0 2'-O" O/C
Q° o `b� O 'O . °
GrLLV. STL. TRACK
BRACKETS FASTENED
o : Oa
FLOOR COVERING ^ '
0
CONC. FLOOR SLAB
TO WOOD JAMB W/
3/16 xi-1/4' LAG SCREWS
2x8 P i ATTACHED TO
PRECAST OR POURED
SILL
�• °'
•o \
�00 %.O O
WEDGE
PERIMETER CAULKING
PERIMETER CAULKING
M,111i hill OF COLIMHI W/ 5/8'
STUCCO FINISH
ATTACHVI SWILL ANCHORS 0 2'-0' 0/C VERT.
PREVAIL WHEN SUB1xlTIl (6 MAX. FROM ENDS) AND
GROUT BED
CONCRETE LAB
SILL DETAIL (DOOR)
W COMPLETE WSTRUCTWN9
20 FROM INSIDE EDGE OF 2X
JAMB DETAIL '(GARAGE DOOR)
SILL DETAIL (WINDOW)
SILL DETAIL (S .[)
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SECTIONS
A-4
egbr
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TYPICAL WALL SECTION
SCALE 3/4' = 1'0'
ENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR NOTE
INSTALL PER. MFR. SPECIFICATIONS
PIANO
CONT MASONRY BOND BEAM
CONT. POUR STOP
8" CMU WALL
A5 CONNECTION DETAIL
PRE-ENG. WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. CONDITIONS
USP HTW20
FASTEN TO WALL W/NAILS
PER SCHEDULE AS READ.
FRAME BEARING WALL
ELEV.
STRAP DIL. TOP PLATE TO STUDS
W/ 'USP' SPTH 4, 6, OR 8 U STRAP
TOP PLATE D DOW/ (6) 10d�NAILS CTYPINL) SIDE
WOOD STUDS • 16" O/C (PER PLAN)
SOLID BLOCKING • 4'-0' O/C
VERT. MAX.
STRAP BOTTOM PLATE TO STUDS
W/ "USP' SPTH 4, 6, OR 8 U STRAP
BOTTOM PLATE AND UP EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
5/8' WEDGE ANCHORS • 24' O/C
AND 60 MAX. FROM OPENINGS
6 W/3"000/4' STEEL WASHERS
EMBED 4" MIN.
FLOOR SLAB
SECTION
ALLOWABLE UPLIFT LOADS
FASTENER
TOTAL FASTENERS
SIZE
21
41
6
81
70
12
8d
2201
401
660
880
1100
1320
10d
2651
5351
8001
10651
13331
1500
A5 CONNECTION DETAIL
(3) 16D TYP.
I DIAGONAL BRACE RE
4'-0" 0/C, TYP.
2x4 LATERAL L
(p) • 4'-0" 0/C,
Fif TRUSS -
GABEL END BLOCKING �— TRUSS TOP CHORD
SEE P ��~ NAIL SHEATHING TO LADDER EDGE
PER DGPHRAGM SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION)
2X4 LADDER AT 16' 0/C
(8' MAX. O.H.)
20 CONE LADDER EDGE W/ (2) 16d NAILS
8' D.C. TO TOP CHORD OF TRUSS
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING
DETAILS FOR TRUSS CONNECTION
LINTEL BEAM SCHEDULE 1 B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLI
LINTEL
SPECIFICATION
1
17'-4'
2047
872
8F34-1B/tT
2
4'-4"
6490
0
2870
0
8FR14-18/1T
3'
5'-4"
5365
0
2290-
0
8F16-iB/1T
4
7'-6"
2661
130
1634 '
97
8F16-1B/1T
5
7'-6"
2661
120
1634
90
6F16_19/1T
6
7'-Sw
2661
355
1634
247
8F16-1B/1T
7
4'-0"
6113
1270
3079
435
8F16-1B/1T
8
7'-6'
6472
1270
3508
435
81732-13/1T
9
7'-6"
6472
0
3508
0
8F32-1B/1T
10
13'-4"
2883
0
1321
0
8F32-1B/1T
11
10'-6"
1533
423
914
275
8F16-1B/1T
12
9'-4'
1843
210
1133
82
8F16-1B/iT
13
14'-8"
1370
217
519
75
8F16-191T
14
7'-6'
2661
271
1634
95
8F16-1B 1T
15
7'-6"
2661
946
1634
330
8F16-1B/1T
16
3'-6'
6113
1841
3547
650
BF16-19 1T
17
5-4"
1 5365
1 840
2290
291
SF16-1131T
18
4'-0'
1 6113
423
3079
275
8F16-1B/1T
19
4'-0"
1 6113
423
3079
275
BF16-19/1T
A5 #5 REBAR AT TOP
MIN. (1) REQ'D
1 CLEAR
CLEAR
F = FILLED WITH GROUT / U = UNFILLED
QUANTIFY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B 1 T
L L- NOMINAL HEIGHT
QUANTITY OF #5
NOMINAL WIDTH REBAR AT TOP
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
TEE -BRACE AT EA. VERT.
NAIL W/16d NAILS ® 8' 0/C
14w
PLAN
AT 7EE BRACE CONE CONC. OR MASONRY TIE BEAM
3 SEE TIE BEAM SCHEDULE CONNECTION DETAIL TYP, •WALLS 8U8 8F16-OB/1T
A5
e
e
a
7-5/8" ACTUAL
' NOMINAL HEIGHT
ff 779
8F16-iB/1T 8F24-013/1T
C.M.U.
GROUT
#5 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
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TRUSS CONNECTOR SCHEDULE
FASTENERS PER
SMAP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-i
TA12
5 10d x 1-1 2'
-
990 1
1980
335
670
245
490
TC-2
TA14
(7) 16d x 1-112'
-
1205
2410 1
335.1
670 j
245 /
490
TC-3
HTWM16
s 10d x I-1 2'
4 1 4' x 1-3 4' WAB.
1225 IT
1225 1
-
1225 1-
TC-4
1 HTA16
(9) 10d x 1-112'
-
1870 1
2430 1
1 710 1
13101
1 270 1
1215
TC-5
I HTW20
20 10d x 1-1 2
24 10d x 1-12'
1530 1
-
-
-
-
-
Hatch Legend
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
ZONE 2 1R 2N
ZONE 3 3R
PANEL
FRAMING
BOUNDARIES
EDGE
I INTER,
EDGE
INTER.
EDGE
INTER,
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
Bd RING-
8d RING-
Bd RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
SPAN RATING 40 20
19 31'
24' 0/C
MAX.
SWWK
6' O C
SHANK
6' O/C
SWANK
6' 0 C
SHANK
4' 0 C
SWANK
4" 0 C
SHANK
4' 0 C
SHANK
4" 0 C
BLOCKED AS
SHOWN ON PLAN
ARA RATED SHEATHING
8d RING-
Bd RING-
8d RING-
NAIL CORNER STUDS
EXT.
WALL
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19/32
16' O/C
MAX.
SWANK
1 4" 0 C
SWANK
4' 0 C
SWANK
6' 0 G
AT 4' 0/C MAX. TYPICAL
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
Bd RING-
8d RINC-
INT.
WALL
EXPOSURE 1, OR EQUAL
SPAN RATING 32,116
15/32
i6' 0/C
MAX.
SWANK
6' 0 C
SHANK
6' 0 C
SHANK
12" 0 C
BLOCK FREE
EDGES
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.912 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
ROOF NAILING IS IDENTICAL FOR ZONES 2 & 3
9°-4" A. F. F
Moisture Harr
not. shown
5 rebar min.
Ca�kuBia
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„a I na tr.
� :"
TYP"
MISSED STRAP
DETAIL
NOTE:
TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
12" 12"
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24" O/C
BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
a: EDGE STRIP DEFINED AS THE LESSER OF IOX
OF LEa1ST HORIZONTAL DIMENSION OF BUILDING
OR 4 X OF HEIGHT H BUT NOT LESS THAN 4X OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FF.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF
ZONE NAILING
REQUIREMENTS.
ROOF ZONE DIAGRAM
I
PROJECT LOG
ISSUED FOR PRE -CON OS-18-21
ISSUED FOR PERMIT 06-15-21
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MW=16
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BIDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED MAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER, 4) TAPOONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
200 AMP SERVICE
M
(1) SETS OF (3) 14/0 AWG. THWN
IN 2 CONDUIT
A"
PANEL
200 A
5/8" COX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0' LONG MIN.
ELECTRICAL RISER DIAGRAM
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
- ALL SWITCHES TO BE DECORA
NOTE: THERMOSTAT TO BE 62' A.F.F. NOTE: PROVIDE ARC —FAULT CIRCUIT
AND 9" HORIZONTALLY FROM ANY INTERRUPTER PROTECTION FOR ALL
CORNER OF WALL OR OPENING PER RECEPTACLE AND UGHTING OUTLETS
PLAN INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B).
[!TE: ALL EDGE OF SWITCH PLATES
O BE NO LESS THAN 4" FROM
OPENINGS NOTE: GARAGE PUSH BUTTON
LOCATED ® 60" ABV GARAGE FLOOR
72" MAX.
NOTE: ALL VANITY WALL LIGHTS TO
BE 100' A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
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 CHO 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.
CALCULATION NOTES:
A HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED ® 1.812 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 5,436 / 10 (GEN.LTG.CIR.) = 543.6 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY.
ELEC. PANEL "UNIT A" 200 AMP
CIRC,
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
1
AHU HEAT STRIP
2
60
6
0
9.6
1
A/C COMPRESSOR
2
40
8
0
0
1
RANGE
2
50
6
12.0
0
1
DRYER
2
30
10
5.0
0
1
WATER HEATER
2
25
10
4.5
0
1
WASHER
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1,5
0
1
DISHWASHER
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
20
12
1.5
0
12
GEN. LIGHTING
1
1 15
14
1 5.4
0
38.3 1 9,6
1st 10,000 at 100% = 10.00
REMAINDER AT 40Y = 12.52
A/C LOAD AT 657 = 6,24
TOTAL = 28.76 x 1000/240 = 119.8 AMPS
ELECTRICAL SYMBOLS
NEST RECESS
Q� DUPLEX RECEPTACLE $ SWITCH TELEVISION JACK a DETECTOR ® EYEBALLED
AT 12" A.F.F. I SINGLE POLE 4 PRE WIRED
SECURITY USO T
9 DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE FLOODICMS ® F.P&SLMETER
H AT BASE �3 THREE WAY V.
AT 12' A.F.F. O SMOKE & DISC.
C Q WAG DETECTOR
BREAKER
Qc f4 THERMOSTAT SMOKE E CARBON
INTERCOM MONOXIDE DETECTOR
� EXHAUST
DUPLEX RECEPTACLE SWITCH I AT 60' A.F.F. SWITCH FAN
FLUSH IN FLOOR R CN DISCONNECT RHEOSTAT TELEPHONE OUTLET F� EXHAUST FAN
® DUPLEX RECEPTACLE f SWITCH ® AT 12' AF.F. PADN1 OR FAN W/ LIGHT
GFI W/ OR WO/ LIGHT Q
GROUND FAULT a DIMMER � FLUSH IN" F OOR� z FlXNRE FLUORESCENT
MNTED. I RELEASE
LV DOOR
iNJPLIX RECEPTACLE SWITCH SPEAKER V VOLUME
TOP REC. SWITCHED K KEYED ® Q
IN CLG. INCANDESCENT LIGHT
CONTROL
FIXTURE CEILING UNITED ?RUPLEX
WP DUPLEX WATERPROOF KEYPAD
�1 KE�A ® WALLER OUTLETINCANDESCENT LIGHT RECEPTACLE
k h DUPLEX RECEPTACLE ❑ JUNCTION II SPEAKER FIXTURE WALL. MNTED.
LOW VOLTAGE
ruc UNDER COUNTER BOX HI HAT rR
HOME RUN ® CLG. MOUNTED TRANSFORMER
INTERCOM ❑c DOOR CAT6 ® H! HAT FB FAN BOX
STATION I CHIME T HOME RUN VAPOR PROOF IN CLG.
I
PROJECT LOG
ISSUED FOR PRE -CON 05-18-21
ISSUED FOR PERMIT 05-15-21
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