HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED FOR PRECON 09.22.20
ISSUED FOR PERMIT 10-15-20
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 BE INSTALLED AND MONITERED BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
1e11.1:1Oki WAL11[112
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
ILK.
BLOCK
FL
FLOOR
BLED.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
OLD.
COUNG
OR
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DEL
DOUBLE
HPS.
HOOPS
DIAL
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
EE,
EACH END
LG.
LONG
ELEC.
ELECTRICAL
UN.
UNEN
ELEV.
ELEVATION
LT.
LIGHT
ES.
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 PRECAST
00-90.
R
LINTELS AS NECESSARY. (fm = 1500 P51)
1. PROVIDE P.T. HORIZONTAL 0 COILING 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
AN OTHER
VENT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
C
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER A 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 ANDPARALLEL TO ERED
BE PSHOWERS
2 ALL WIRE SHALL BE 1HHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2017 FLORIDA BUILDING
CODE 6th EDITION
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 30DO PSI PEA
ALL WINDOWS OR GLASSI2ENC OR WITHIN 36 OF TUBS AND WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETG) CAN
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL CLASS 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.
& EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC 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 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 1HE 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 AUGNMENT. EVEN THOUGH IT IS IN AN
4• IN AREAS OTHER THAN HVHZ FIXED 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. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
& PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES 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
SINS
SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED 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 EXTENDING 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.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
SELECTED BY BUILDER.
MIN.
M.O.
MINIMUM
MASONRY OPENING
T.O.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL,
BEAM SCHEDULE NOTES
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED PATH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO.
MT_
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.
i. 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.
0/C
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
NOTED
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
UL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK 'BB') 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/ ASC.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. 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
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
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
PART'N.
PARTITION
WC
WD.
WATER CLOSET
WOOD
B, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-10/T.M.S. 502-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WTI 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 TO 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 AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED ALL DETECTORS SOUND SIMULTANEOUSLY.
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELLSF
il. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X72'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 210.12. REQUIRED FOR ALL 120-VOLT,
LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION ND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
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. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R12
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EIDFD.
D.P.= +20.5 PSF
+39.2 PSF -43.7 Pi
2-3/4' MIN. EDGE DISTANCE. 6' FROM ENO
-34.8 PSF
B
FL 17499.1
(2) SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN OEM
D.P.= +29.9 PSF
55.0 PSF -55.0 PSF
FL 15349.5
W/ F.G. ABV.
0 10' O/C MAX. SPACING & 2- FROM EDGE
-32.7 PSF
C
FL 17499.1
SH 15
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
FL 15349.5
W/ F.G. ABV.
010' O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
D
FL-20468.6
PR 3080 DRS
THERMAL TRU
N/A
1/9 TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +29.9 PSF
+50.0 PSF -50.0 PSF
RASED PANEL
4" & 14.5" O/C MAX SPACING.
-32.7 PSF
E
FL 15349.5
6424 ARCHED FG
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4" MN EMBED
D.P.= +33.5 PSF
+50.0 PSF -50.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
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
01C' O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
G
FL 15349.5
51020 TRANSOM
MI WINDOWS &DRS
SGL IMPACT
-
3/18' TAPCONS W/ 1 1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-44.8 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
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
FL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/4' 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
-36.3 PSF
J
FL-20468.10
2880 DR
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
SGL UTE
4' & 18.5' O/C MAX SPACING.
-41.7 PSF
K
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +28.5 PSF
+55.0 PSF -55.0 PSF
0 tY O/C MAX SPACING
-31.3 PSF
L
FL 15349.5
12014 TRANSOM
MI ENDOWS & DRS
SOL IMPACT
3/16' TAPOONS W/ 1-1/4' MN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-34.8 PSF
M
FL-20468.10
26BO DR
THERMA TRU
SGL IMPACT
1/4' TAPCONS W/ 1-1/4' MN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
SGL UTE
4' & 18.5' O/C MAX SPACING.
-34.8 PSF
N
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
0IT O/C MAX SPACING & 2- FROM EDGE
-34.8 PSF
0
FL 15349.5
3214 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 36
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
Q
FL 15349.5
4614 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MN EAIDED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
R
FL-20468.10
2880 DR
THERMA TRU
SGL IMPACT
1/4' TAPCDNS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
SOL UTE
4" & 1&5' O/C MAX. SPACING.
-41.7 PSF
S
FL 17499.1
SH H33
MI WINDOWS & DRS
SOL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
01W O/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
T
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 MAIL SPACING & 2" FROM EDGE
-34.8 PSF
U
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
V
FL 17499.1
SH 23
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
910" O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
W
FL 17499.1
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
010" O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
X
FL 17499.1
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
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
FL 15353.3
MAX. 104-1/4• HORIZ.
MI WINDOWS
& DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 153534
ROOFING
NOA NO. 18-0029.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
HIP AND RIDGE CHANNEL METAL
EAST COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 psf
-169 psf.
METALS, INC
ROOFING
N/A
MEMBRANE 30/ FELT
N/A
N/A
UNDERLAYMENT
ASTM D-226 #30 FELT
BUTTON CAPS 12- GRID, 6- O.C. AT A MIN. a HEAD LAP
ROOFING
NOA NO. 17-0614-.22
POLYGUSA
MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE
UNDERLAYMENT
SBS UNDERLAYMENT
INC'
INC.
PUSS NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4'
N/A
N/A
PEEL & STICK
HEAD LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/8' 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
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWEWNG UNITS.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
PSI IN BENDING OR 90 PSI
MEMBER R BETTER.
OF OHAVE
19• CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF NY SLEEPING ROOM.
FOUNDATION NOTES
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
IN HORIZONALLOWABLE TAL SHEAR AND HALLVALUES
A MODULES ELAS 1CITYGOF 600 KSI OLE
AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/�4CRBEAMS LOW COLUMNS 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED
PLUMBING NOTES
FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 2e O.C.
O
ON 0.0D6 VISOUEEN (OR EQUAL) ON GLEN WELL COMPACTED FILL
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 604.3, F.B.C.
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
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.
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 OF 20O) P.S.E.
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'-0' 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- MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
MIL FRAMING: SELF TAPING SCREWS J12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
USED FOR SOFFITS OR CEUNGS
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
15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -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
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 DIAL MIN.
WIND LOADS PER F.B.C. 2017 6TH 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
`
I
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
I GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE 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 SOUD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
NrLJ,I,Lill LJ �
AVALON
LOT 49
MEADOWOOD
COPYRIGHT 2020
[V N ❑ N N
rAD co co co
52j" 25j"
SH 15 SH 25 SH 35 SH H35
■ ■ ■ ■ iOr COI ■ ■
M.O. 20 1/8" M.O. 38' M.O. 54 1/8- M.O. 27 1/2"
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN I' (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN f (35 MI 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 DWEWNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (OAB MM)
WIELDING CODE ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. 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 F (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LONE DIEAQ PEBTN 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 WIND 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.f.
NOTE: 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
El
2x P.T.
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' W M.O. 78 1/2" W
X 98 1/2- H X 98 1/2" H X 98 1/2" H X SIB 119' H X 98 1/2- H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
■ ■ ■ ■ ■ ■ ■ ■
Q111d EDGE OF SLABQ
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4" BOARD OR 1x6.
DONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS N RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
SYMBOLS LEGEND
# DETAIL
SCALE
DETAIL
DWG. SCALE
SECTION
DWG. SCALE
SECTION
DwD. SCALE
#
INTERIOR ELEV.
SCALE
6#
BEN LABEL
A#
REVISION
NORTH ARROW
BREW UNE
s•
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r
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GRAPHIC SCALE
SCALE.1
"
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
1
4 DWc. 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
:11Z-1IIII
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
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SEE FRAMING PLAN WELDED WIRE MESH
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EDGE BARS ALWAYS
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SEE SCHEDULE
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38 ONLY (2) REGO.
EXT. CONT. MONOLITHIC
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PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
FOOTING SEE
MISSED COLUMN
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20'
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TYP. HOLI-OOCK
MASONRY RUNNING BOND
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PER PLAN
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MARK
SIZE WxD
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DESCRIPTION
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38
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SIZE TYPE
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IRREGULAR
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PROVIDE BASE AND CAP AS NOTED ON DETAILS
)VERHEAD GARAGE
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W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
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PROJECT LOG
ISSUED FOR PRECON
09.22.20
ISSUED FOR PERMIT
10-15-20
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CALCULATIONS
TOTAL U/A Z407 S.F.
COVERED ENTRY 86 S.F.
COVERED LANAI 271 S.F.
GARAGE 689 S.F.
TOTAL AREA 3,453 S.F.
TOTAL AIR
VOLUME CUBIC
FEET = 24551.4
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
DRYER VENT
DRYER VENT LOCATION
FRONT VIEW
U VALUE SHGC
IMPACT .62 / .25
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS.
3. IMPACT WINDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-O" A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
TEMP FRAMELESS
GL W/ CLIPS
1/2" WALL CAPS
MTL FRAMING —1
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
PT 2X SILL PLATE — W/ 1/4" TAPC�NS &
FENDER WASTO SLAB
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/2"
PLYWD & 1/2" NON ASBESTOS
FIBER CEMENT BACKER BOARD
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FIBER CEMENT ONSHOWER/TUBBACKER BOARD
SIDE
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0 16" O.C. —
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16"
SOAP NICHE
(2) P0 &U.S. TOP & BOTTOM
0 EACH STUD
FINISHED CEILING - SEE
TYP. WALL SEC11ON
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) /10 SMS 0 24"
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
HIL71 PINS .145" DIA x 1" LG.
0 16" 0/C W/ 1" WASHERS
INTERIOR PARTITION
A-Z 3/4" = 1'-0"
AC CONC, PAD DETAIL
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FINISHED CEILING
OPT.
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EACH SIDE OF MC
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0 EACH STUD
FINISHED CEILING - SEE
TYP. WALL SEC71ON
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS -
STUDS 0
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CONE 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONG FLOOR SLAB
HILD PINS .145' DIA x 1" La
0 16" 0/C W/ 1" WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4" = 110"
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2680
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PROJECT LOG
ISSUED FOR PRECON 09-22-20
ISSUED FOR PERMIT 10-15-20
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MENEMEM Product Submittal Sheet
VIRMCX?Aps
0.'Jf,*We7 vl IoJ 1 P11 1c•'a
I, In I I., j kal 14-.,1
Mid `}ttlall (M Style) Control Joint
Designed ira re ie c s-:c assist ri cisniiol..ing crat i n c .,a sh. 11 . 51.,,ion=..
avai able.
P`eh3I In I In
t kk�b,tldnd ApkTgy`// /y/ a,m • u5cces14ox
N 0I t Ics,1m cisand ap t in I-tFalling cracks, aio I, iainich ntostom_'r aaanc
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care. cam vJJJ IkI, I", "s ;.e4E4
...a III 4 C bcrarr, I n e P.nn1E .
Soffit Vents (One Piece)
Jont t ...cy .x7e-�I_r-c ,o'I[ Vent, in, inft, .,frig rib to key into stucco &an,:j. Vlasrer.
4 y
��� os3�aoov es' a widnacrit(crapicsit5 waki,p riftmae ni !b
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ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED ® 3,453 (SO.FT.) x 144 = 497,232 SO IN.
51OREQUIRED
(21 VENT AREA
1SQ IN. PER LINEAR FT2LF)VE3,315 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 71LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
12
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
6
024" 0/C TYPICAL
W/APPROVED GALL! TRUSS
ANCHORS EA. END
INSULATION
PER ENERGY CALC.
j, SEE PLAN/ ELEV.
RAT RUNS PER
TRUSS MANE.
5
8" DRYWALL OR 112' "TOUGHROCK"
1L DRIP
GALV. M 71-
(OR
EQUAL) APPLIED TO
ON P.T.
UNDERSIDE
OF TRUSSES
a.
FIRE STOP
2x8 PAINTED TEXTURED
SPRUCE FASCIA
2'-D"
CONT. 8 xl6' MASONRY BOND BEAM
CEMEN71TOUS FINISH ON METAL LATH ATTACHED
TYP. O.H.
W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
W/ 3- CON71NUOUS VEN7INC
CONT. METAL POUR STOP
ON ALL SIDES
(TRUSS CO. TO PRONDE FLAT SOFFIT)
1/2" DRYWALL
IX2 P. I. FURRING ® 24" 01C
MEDIUM TEXTURE DECORATIVE
EXTERIOR BLOCK WALL TO BE
CEMEN71TOVS FINISH
OVER 8" CONC. BLOCK
DO NOT EXCEED 5/8" THICK
R 4.1 Fl-FOIL BETWEEN STUDS
Ib v 4ii WOOD BASE
MONO. CONC. FOOTING
SEE FOUNDA710N PLAN
0'-0" FIN. FL. SLAB FOR N07ES & DE AILS
bis
.�. .�.
N T1LL 111 LLL • � • '• a . • � I I I_I I I�I r las
TYPICAL WALL SECTION
SCALE 314" _
COLUMNS
STUCCO FINI'
V TO MATCH TRIM COLOR D.P.= +29.9 PSF
BLW. O -32.7 PSF
rKUN I tLtVA I IUN - AK I ISAN
D.P.= +28.5 PSF
0-348PSF RIGHT SIDE ELEVATION
6
D.P.= +31.9 PSF D.P.= +33.5 PSF D.P.= +33.5 PSF
O-34.8 PSF O -36.3 PSF O -36.3 PSF
a ® a
El
D.P.= +33.5 PSF
El
�-36.3 PSF
___---------------__--- 0'-0* FIN. FLOOR SLAB
qv
a
D.P.= +29.9 PSF D.P.= +31.9 PSF D.P.= +28.5 PSF D.P.= +31t9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF
O-36.3 PSF O -41.7 PSF O -31.3 PSF O -30 PSF 0-34.8 PSF 0-34.8 PSF O -41.7 PSF REAR ELEVATION
(AROUND CORNER) (AROUND CORNER)
PROJECT LOG
ISSUED FOR PRECON 09.22-20
ISSUED FOR PERMIT 10-15-20
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114" = 1'-n" II_N_n_
ELEVATIONS
w
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PROJECT LOG
ISSUED FOR PRECON 09-22-20
ISSUED FOR PERMIT 10-15-20
6'-6.
TYPICAL I N STALLATI O N
„ WINDOW ASSEMBLY
FASTENERS AS REQUIRED
MARBLE SILL CAULK BY WNDOW MANUFACTURER
.. CAULK SEAM AT
.; n. MORTAR OR mn
GROUT �•''
.:
..
. a• ..
DRYWALL :. ..�.. -..::. ',a .
e ; '
'v MASONRY RWALLTO .4
'CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
LIQUID APPLIED FLEXIBLE CONCRETE
FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
ET SILL IN FULL
ORTAR BED AND HEAD JOINT
STUCCO OR
DECORATIVE
CEMENTITIOUS COATING
, C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
D.P.= +31.9 PSF
O-34.8 PSF
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN-F.
(MAX. 8' O.C)
12
6�
GARAGE BEYOND
D.P.= +31.9 PSF
O-34.8 PSF
CONC, COLUMN
WEATHER STRIPPING
BY DOOR MANE.
GARAGE DOOR
GALV STL. VERT. TRACK
BY MANE. FASTENED TO
TRACK BRACKETS W/
__1/4 20x1/2- CARRIAGE
BOLTS & LOCK NUTS
GALV. STL. TRACK
BRACKETS FASTENED
TO WOOD JAMB W/
3/76'xf-1/4" LAG SCREWS
2xB P.T. ATTACHED TO
WW.'s MEnroD OF I COLUMN W/ 5/8" WEDGE
TTAQNfiNT 59MO. ANCHORS 0 2'-0" O/C VERT.
ma's ftW RMITTED 6 MAX FROM ENDS) AND
v lE xi51ROC11ans (" FROM INSIDE EDGE OF 2X6
JAMB DETAIL (GARAGE DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
BRACKET.
u.r.= tia.o raw
O-36.3 PSF
14'-B" T.O.B.B.
11'-4" T.O.B.B.
10'-8" T.O.B.B.
3'-0"
D.P.= +33.5 PSF b
O-36.3 PSF 5'-0'
PROVIDE CEMENTITOUS
FINISH PRIOR TO
METER INSTALL
i
O'-0" FIN. FL. SLAB
LEFT SIDE ELEVATION - ARTISAN
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2" CASE HARDENED CO
NAILS AT 12" 0/C. MAX.
CONC. OR MASONRY
lo. o
LF--
DRYWALL BOARD
CAULKING
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
0 12 0/C. MIN. 1-1/4" El
ERIMETER SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ 3/16" TAPCON SCREWS
ALUMINUM FRAME
0 12 0/C. MIN. 1-1/4" EMBED
SECURE FRAME TO SILL
WITH SILICONE
PERIMETER SEALANT
CAULKING
STUCCO FINISH
CONC. OR MASONRY
ix2 MIN. P.T. BUCK SET IN
floO 0
0 QO
SEALANT AND NAILED
'o . Do. o°O
W/1-1/2- CASE HARDENED
COIL NAILS AT 12" 0/C.
MAX.
PRECAST OR POURED
SILL W/ 1 #5 BAR
DRYWALL BOARD
CAULKING
PERIMETER SEALANT
JAMB DETAIL (WINDOW)
SILL DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
BUILDING SECTION A -A ARTISAN
STUCCO FINISH
PERIMETER SEALANT
17CONIC. OR MASONRY
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARD
,COIL NAILS AT 12" 0/
\LDRYWALL BOARD
1(
u(2)
CAULKING
DOOR FRAME
FASTEN TO BUCK W/
SCREWS - 0" O/C 1 C0 2'
JAMB/HEAD DETAIL (S.G.D.)
DOR FRAME FASTEN
r2-1/2'
O BUCK W/(2) 3/16'x
TAPCON
CREWS 0 2'-0" O/C
FLOOR COVERING
°y am o
�GROUT
NCR BED
CONCRETE SLAB
SILL DETAIL (S.G.D.)
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x do 1x PRESSURE TREATED LUMBER,
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
,flOo
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
W/ 1/4" DIA. x 3-1/4'
TAPCONS 3" FROM E.E.
48 Q . 0vi
AND 12" O/C MAX.
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
(2) ,J6 GALV. x 2"
SCREWS 0 2'-0- 0/C
DOOR TRIM
PERIMETER SEALANT
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
)/cIN BED OF CAULK k
FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
0 18" O/C
PERIMETER SEALANT
FLOOR COVERING
$0 060 0�
°
CONIC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR)
14'-8" T.O.B.B. j>
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SECTIONS
ELEVATIONS
MIA
MW - 49
- ENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
- SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICA7IONS
SEE PLAN
44'
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
7�v�:PRE-ENGINEERED WOOD
ROOF TRUSS ® 24' 0/0
SIMPSON MGT W/ 22-10d
_NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS 0 24" 0/C
W/ 19/32" EXT. SHEATHING
TOE NAIL TRUSS TO CAP
W/3-16d NAILS PRE-ENG. WOOD TRUSSES
SEE TYP. WALL SECTIONS
\ ft ACTUAL HEEL AND
OVERHANG CON0171ONS
HECONT. MASONRY BOND BEAM (1) 5/8' ANCHOR ,
CONT. POUR STOP INTO BEAM W/
8' CMU WALL 5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965# 71E BEAM OR BOND BEAM
1
A5 CONNECTION DETAIL a5 CONNECTION DETAIL
CONT. 2x4 RIBBON W/ 3-16d
ENG. AND APPROVED WOOD TRUSSS SEE NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR 2x4 CROSS NAILS EA. STUD
TYP. WALL SEC71ON FOR ACTUAL HEEL DESIRED INSTALLATION DUE TO TRUSS PROFILE BLOCK 0 24-
AND OVERHANG CONDITIONS DISCREPANCIES O/C TYP. TOE
SEE TRUSS CONNECTOR SCHEDULE NAIL EA. END
SELECT CONNECTOR BASED ON LOADS 16d
NAILS
SHOWN ON FRAMING PLANS PRE-ENGINEERED WOOD NAILS
INSTALL PER. MFR. SPECIFICATIONS INVERTED GIRDER TRUSS TYPICAL TRUSS
SIMPSON FGTR W/ 18-SDS
1/4" X 3" SCREWS INTO
'n ��� GIRDER AS CONNECTION DETAIL
ALLOWABLE LOAD 1061 //7RUSS UPLIFT
NOTE IF TWO STRAPS ARE USED
PLACE ONE STRAP EACH SIDE.
CONT. MASONRY BOND BEAM
8' CMU WALL
2
A5 CONNECTION DETAIL
�CONC. TIE BEAM OR
2-1/2- X 5 TITEN MASONRY BOND BEAM
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPUFT (1) FGTR = 5000#
4 (2)DESREDAPL'FADD9400# MAXE� A5 CONNECTION DETAIL
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIF
LINTEL
SPECIFICATION
1
17'-4'
1413
545
581
240
8F24/1B1T
2
4'-0-
10000
257
7184
106
8F44/1B1T
3
4'-0"
10000
257
7184
106
8F44/1B1T
4
4'-O"
B859
250
5572
100
8F16/1B1T
5
5'-4-
5809
250
3057
100
BF16/1B1T
6
5'-4"
5809
250
3057
100
BF16/1B1T
7
3'-6"
10000
1057
9578
371
8F40/1B1T
8
4'-O"
10000
0
7184
0
8FR38 1BlT
9
5'-4"
1773
0
1135
0
8F8/1B1T
10
5'-0
5809
946
3057
380
8F16/1B1T
11
4'-0- 1
2866
0
1753
0
8F8 1B1T
12
4'-0"
8859
1222
5572
365
BF16 iB1T
13
4'-0'
10000
920
7184
331
8FR38/1B1T
14
13'-4'
504
0
555
0
8F8/1B1T
15
13'-4"
2047
1611
866
621
8F24/1Ell T
16
4'-0"
10000
257
7184
104
8RF38/1B1T
17
10'-6"
1664
250
830
100
8F16/1B1T
18
S-6° 1
10000
408
7428
133
BF16/1B1T
19
T-6"
2882
771
1548
308
8F16/1B1T
20
5'-4"
10000
400
6183
177
BF44/1B1T
21
5'-10"
1002
0
722
0
8RF6/1BOT
22
5'-10"
10000
462
5480
220
8F40/lBlT
23
3'-0'
10000
376
9578
250
8F72/1B1T
24
7'-6-
8615
1123
2879
412
8F28/1B1T
25
3'-6-
10000
390
8000
233
B1T
26
12'-6"
3681
250
1310
102
B1T
it
27
3'-6-
10000
390
8000
233
B1T
PRE-ENG WD. TRUSSES 0 24' 0/C
(SEE CONNECTION SCHEDULE)
19/32' EXT. GRADE Pi NAILED
0 6' 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 WR7CAL NAKED TO ROOF TRUSS W/
PLAN (3)IOd NAILS NOTCHED AND TDENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL
(3)1/2"x6" Pi EXTERIOR PLYWOOD
CUT TO CONTOUR OF ARCH, SHOT TO
WALL W/ 3' PINS 0 12- 0/C (1 1/4" EMBED)
BOX -OUT DETAIL
A5 SCALE: 1 4 = 1-0
1/2' DRYWALL OVER
TYPICAL FURRING
EXTRA LAYER OF 1/2'
DRYWALL SURRONDING
FRAME ARCH
TYPICAL FURRING
APPLIED TO SHEATHING
19/32 PLYWOOD ARCH -f
SECTION VIEW
9
a5 CONNECTION DETAIL
#5 REBAR AT TOP
MIN. (1) REO'D
A. -1/2' CLEAR
F = FILLED WITH GROUT / U = UNFILLED a °' d C.M.U.
�0
QUANTITY OF #5 REBAR AT a
BOTTOM OF UNTEL CAVITY m z ,
GROUT
16-1 B/1 T
a #5 REBAR REINFORCING
L '—• • PROVIDED IN UNTEL (VARIES)
NOMINAL HEIGHT
QUANTITY OF /5
NOMINAL WIDTH REBAR AT TOP 7-5 "ACTUAL
" NOMINAL HDG
E•
-y:
IYP, 0 WALLS BUB BF15-OB/lT BF16-16/1T BF24-OB/lT BF24-lB/lT BF30-lB/lT
USP KCCQ44 OR
SIMPSON CC00962.5
FASTEN PER MAN'F. SPECS
56801 MAX.
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2" I.G.
SOS SCREWS TO POST
SECTION HD
HOLD 56451 MAX.
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS (1) 5/8' DIA.
W/ 1/470' I.G. TAPCONS 0 12" 0/C MAX. WEDGE ANCHOR
6L
AND TO BLOCK OR CONC. 4' MIN. EMBED,
W/ HIL77 DNI-62-P8 0 8- 0/C MAX.
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
FREE EDGE DIMENSION EXCEEDS 24'
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS. CONNECTION DETAIL
A5
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD, EACH END
W/(3) 10d x 1-1/2' COIL NAILS
i
5
4
mm aim aiai mm
mm ¢im 1:403 rom
CS CS 00 00 00
� ti
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2! \ A5
(3) 16D TYP.
A5
E2i(. TRUSS
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
T-BRACE AT EA. VERT.
NAIL w/16d NAILS 0 8. 0/C
PLAN VIEW
AT T-BRACE
A5 CONNECTION DETAIL
Ir MAX
wilco
"A
ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ 16d 0 8' O/C
2x4 LADDER FOR O.H. 0 12" 0/C
CONT. 2x4 LADDER PLATE ANCHORED TO GE
TRUSS W/ 16d NAILS ® 8" O/C MAX.
2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C
WALL SHEATHING NAIL PER SCHEDULE W/
WEATHER RESISTIVE BARRIER &
MTL LATH & STUCCO FINISH
GABLE END FASTEN TO SLEEPER W/ 16d NAILS
0 4" O/C TYPICAL
CONT. 2X4 SLEEPER FASTEN TO BEAM / HIL
XDNI 2-5/8" LG. 0 6" O/C
USP TA24R EMBEDDED STRAP W/ 4) 16d N L'.
@ EA. TRUSS VERT. WEB (24" 0/ )
CONT. CONC. OR MASONRY TIE EAM BE, E 9
" 1�ml 11
t
PROJECT LOG
ISSUED FOR PRECON 09-22-20
ISSUED FOR PERMIT 10-15-20
BLDG COMMENT I 11-24-20
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STRUCTURAL
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A-5
V� - ✓
"M1 IP trs" sj c5 s;s N'/
PROJECT LOG
ISSUED FOR PRECON 09-22-20
ISSUED FOR PERMIT 10-15-20
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
11 m• 1 ffp• 1
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CUPS
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 DETAILI
a: EDGE STRIP DEFINED AS THE LESSER OF10%
OF
IGTLUOgNN4OX OF HORIZONTAL
DIMENSION NOT LESS X OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
O
O
ROOF ZONE DIAGRAM
h+ Ft1A1 ! >lfiaN .� 'E ay T?£
NOTE: THIS TYPICAL ]DETAIL TO BE USED WEN CONDITIONS MAY
OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL
N.T.S.
Moisture parr
not shown
✓' #5 rebat min.
mwm 4 ? Foam a m�6 seYui e y x�.a:
Armaelax
au zu uui r
TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
O
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS CONNECTOR SCHEDULE
FASTENERS
SIF
PER
AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
RE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
(5) 10d x 1-112"
-
990 1
1980
JJ5 1
670 1
245 1
490
TC-2
TA14
10d x 1-1'
-
1205 1
2410 1
J35 1
670 1
245 1
490
TC-3
HTWM16
6 fod x 1-1
4 f 4' x 1-3 4" WAB.
1225 1
-
12251
1225 1
-
TC-4
HTA16
9 10d x 1-1 '
-
18701
24J0 1
710 1
13101
2701
1215
TC-5
HTW20
10d x 1-1
24 lod x 1-1/2'
1530 1
-
-
-
-
f
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-1& 2) BIM MAY USE LONGER STRAPS OF SAME TYPE SPEpFlm. 3) USE GALYM712ED NAILS OR MOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPOONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
RING —SHANK NAILS TO HAVE THE FOLLOIMNG DIMENSIONS.
I. am INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 2280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE
1
ZONE
2
ZONE
3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
Bd RING-
Bd RING-
Bd RING-
8d RING-
Bd RING-
8d R4VG-
Bd RING -
EXPOSURE 1, OR EQUAL
24' 0/C
SHANK
SHANK
SHANK
SHANK
SHANK
SHANK
SHANK
BLOCKED AS
SPAN RA71NO 40120
19 2"
MAX.
b' 0 C
6' 0 C
6' 0 C
6' 0 C
6' 0 C
4" 0 C
4" 01C
SHOWN ON PLAN
APA RATED SHEATHING
8d RING-
8d RING-
Bd RING-
NAIL CORNER STUDS
EXT.
WALL
EXPOSURE 1, OR EQUAL
I SPAN RATNG 40120
19/32
16' 0/C
1 MAX.
SHANK
1 4' 0 C
SHANK
4' O
SHANK
b' 0
AT 4' 0/C MAX. TYPICAL
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
IN7.
EXPOSURE 4 OR EQUAL
16" 0/C
STANK
SHANK
SHANK
BLOCK FREE
WALL
SPAN RATNG 32,46
151,32
MAX.
6" DIG
6' I C
12" 0 C
EDGES
107 LBS.
TC-1 ® 48" O/C
842 LBS. E.E.
TC-1
691 19S. MAX
LBS. MAX. r LBS. M 1388 LBS. MAX.
I TC-1 TC-2 (2) TC-1
RAKED OVERHANG, NO LEVEL RETURN
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Ln n Q1 .-I I I I I I I O .--I k A Ln
LBS. MAX.
TC-1
9'-4" A.F.F
176 LBS. MAX 176 UK MAX
M-1 1C-1
10'-8" A.F. F
11'-4" A.F.F
12'-0" A. F. F
43116"
HEEL HEIGHT
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TRUSS PLAN
IMM 14'-8" A. F. F
PROJECT LOG
ISSUED FOR PRECON 09.22-20
ISSUED FOR PERMIT 10-15-20
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
- ALL SWITCHES TO BE DECORA
NOTE: ALL EDGE OF SNATCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86' A.F.F. IF APPLICABLE
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60" ABV GARAGE FLOOR
72" MAX.
NOTE: ACCEPTABLE SMOKE k CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-91200
C/O—SC912OB
KIDDE SMOKE-21007581
C/O 21006377—N
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B).
Plans are Prepared for the Builder and not any Planned or Future user /
Home owner of the Subject Property and coy 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 SNggested and complete by a
licensed Electrician so long as Applicabld Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
ELEC. PANEL "A" 200 AMP
CIRC.
DESCRIPTION
POL€
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
2
RANGE
2
50
6
12.0
0
2
DRYER
2
30
10
5.0
0
2
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
15
14
6.0
0
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 11.56
A/C LOAD AT 65% = 6.24
TOTAL = 27.80 27.80 x 1000/240 = 115.8 AMPS
NOTE: THERMOSTAT TO BE 62"
A.F.F. AND 9" HORIZONTALLY FROM
ANY CORNER OF WALL OR OPENING
PER PLAN
GARAGE CEILING
(4) 2x4 METAL STUD'
FLOOR RO CEILING
GARAGE FLOOR
ELECT. PANEL / CHASE
(1) SETS OF (3) ;/4/0 AWG. 7HWM
IN 2' CONDUIT
200 AMP SERVICE
p METER
DISC. COMBO 'A'
O PANEL
200 A
5/8- GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDA71ON 20'-0' LONG MIN.
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2,407 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7221 / 12 (GEN.LTG.CIR.) = 602 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
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