HomeMy WebLinkAboutBuilding PlansRECEIVED
FEB 12 2020
ST. Lucie County, Permitting
PROJECT LOG
ISSUED FOR PRECON 01.07-21
ISSUED FOR PERMIT 01-29-21
GENERAL NOTES
1. 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.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
ra:l0.1Oki Xjr_1IW2V
ABV
ABOVE
EXT.
EXTERIOR
AFT
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
CALM.
GALVANIZED
CLG.
CEILING
GFI
GROUND FAULTINTERRUPT
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
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
E.E.
EACH END
LG.
LONG
BLED.
ELECTRICAL
UN.
LINEN
ELEV.
ELEVATION
LT.
UGHT
E.S.
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 NIT. PROVIDE PRECAST
LINTELS AS NECESSARY. (I'm = 1500PSI)
1. PROVIDE 1x2 P.T. P HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-O° O/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
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
OTHER
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 OTIHERWSE.
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 36' OF 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, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER GODES, 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 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 INSTAW11ONS 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.
B. 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
ENGINEERINGCALCULATIONS SIGNED AND SEALED BY A FLORIDAREGISTERED ENGINEER. OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEWCO INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW
ROOF
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 RESPONSIBIUTY 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
SMS
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 GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE GONG 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 TU 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 WITH CLIPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MONO.
NIL
MONOLITHIC
METAL
TORL
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 LINTEL (MARK 'C) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
°TIMBER
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
TYP.
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.LF.
POUNDS PER LINEAR FOOT
UL
V.I.F.
UNDERWRITERS LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ ALSC.E.
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
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.F.
P.S.I.
POUNDS PER SQUARE FOOT
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 21G-B(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.
PARTN.
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 M.S. 502-
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 SPECI CATIONS
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 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. 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).
1& 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 15 AND 20 AMP BR
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN IDR174918
MODEL
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
12
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/47 WASHER & 2-3/4' MIN. EMBED.
D.P.= +28.5 PSF
+20.5
+39.2 PSF -43.7 PSF
2-3/4' MIN. EDGE DISTANCE. 6' FROM END
PSF
8
FL
(2) SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS WJ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
W/ F.G. ABV.
0 10- O/C MAX. SPACING & 2- FROM EDGE
-32.7 PSF
+60.0 PSF -70.0 PSIFC
SH 15
MI WINDOWS & DRS
SGLIMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
W/ F.G. ABV.
O 10' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PSF
D
FL-2046&5
AISED PANEL 308
THERMA TRU
N A
/
iJ4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
-
D.P.- +31.9 PSF
+50,0 PSF -50.0 PSF
DR W/ SIDEUTE
4" & 14.5' O/C MAX SPACING.
-34.8 PSF
E
FL 15349.10
4618 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
F
FL 17499.9
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPGONS WJ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PS
FL 17499.8
01O' O/C MAX SPACING & 2" FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PS
G
FL 1530.10
51020 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
-44.8 PSF
H
FL 17499.9
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 P
FL 17499.8
01U' O/C MAX SPACING & 2" FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PS
I
FL 17499.9
(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
FL 17499.8
01U' O/C MAX SPACING & 2° FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 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
SOL LITE
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
01f O/C MAX SPACING
-31.3 PSF
L
FL 15349.10
12014 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -MO PSF
EQUAL SPACING & 3' FROM EDGE
-34.8 PSF
M
FL-2046B.10
2680 OR
THERMA TRU
SGL IMPACT
1/9 TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
SGL LITE
4- & 18.5' O/C MAX SPACING.
-34.0 PSF
N
FL 17499.9
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 PS
FL 17499.8
01a' o/c MAX SPACING & f FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PS
0
FL 15349.10
3214 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
P
FL 17499.9
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 PS
FL 17499.8
010' O/C MAX SPACING & 2° FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PS
Q
FL 15349.10
4614 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
R
FL-20468.4
2880 DR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4° MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4- & 1&5' O/C MAX SPACING.
-41.7 PSF
S
FL 17499.9
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 P5
FL 17499.8
0 10' O/C MAX SPACING & 2- FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PS
T
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 PS
FL 17499.8
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PSIF
U
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 PSIF
FL 17499.8
0 10" O/C MAX SPACING & 2- FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PS
V
FL 17499.9
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 PSIF
FL 17499.8
010' O/C MAX SPACING & f FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PSIF
W
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 PS
FL 1749&8
0 10- O/C MAX SPACING & 2' FROM EDGE
-34.8 PSF
+60.0 PSF -70.0 PSIF
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 CIMP TOP &BEM.
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.9
MAX. 156-3 8° VERT.
FL 17472.2
EASTERN
1/4' TAPCONS W/1-3/4' MIN. EMBED
MUWONS
MAX. 108" 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
HIP AND RIDGE CHANNEL METAL
EAST COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-150
-83.4 psf
-169 psf.
METALS, INC
ROOFING
ASTM D-226 FELT
N/A
MEMBRANE 30/ FELT
N/A
N/A
UNDERLAYMENT
¢TO
BUTTON CAPS 12' GRID, 6' O.C. AT A MIN. 4' HEAD LAP
ROOFING
NOA NO' 17-0614-122
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
UNDERLAYMENT
SBS UNDERLAYMENT
INC
PLIES 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'
BAHAMA SHUTTERS
FL 2681-RS
MERICAN SHUTTE
SS K"X 2-1/4"TAPCONS W/ (3) TAPCONS IN THE TOP TRACK
+56.0 PSF
-63.0 PSF
SYSTEMS ASSOC.,
AND (2) TAPCONS IN THE BRACKETS ON EACH SIDE OF THE CONDO
INC
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
INCH CIRCUITS SUPPLIING OUTLETS DWEWNG UNITS.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
OR
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 MODULES ELASTICITY OF 1600 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
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.
PLUMBING NOTES
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.
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.
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 1O'-0° FROM ROOF JACKS.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 20DO P.S.R.
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-D' 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
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557,
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REWIRED AT WINDOW AND
DOOR BEAMS (28' MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'.
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 711V CROWN METAL
MTL FRAMING: SELF TAPING SCREWS 0112 x 1/f WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
USED FOR SOFFITS OR CEILINGS
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 HILTI-COIL 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 2500 PSI MIN.
STEEL SHALL R LAPPED 48 BAR DIE. MIN. WHERE SPLICED AND SHALL BE
8. ED TOGETHER.
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 CIA. 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 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:
LOT 168
MEADOWOOD
COPYRIGHT 2021
10914r.11sul iik',gP111011` i
ling 11 11:911OF0711 110�1 11
18a"
36"
52}"
25j"
SH 15
SH 25
SH 35
SH H35
■ ■ ■ ■ In ■ ■ ■
M.O. 20 1/8" M.D. 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"
SH 35
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN j' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) Z DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG 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 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 I LESS THAN F (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCA71ON Ma OEBO 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
1BND:
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.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 10 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 GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES,
� � i1/5 ► .� ► !� 111►.
NO
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 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 SIB 1/2° H X 98 1/2- H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
■ • ■ ■ ■ ■ A97 11sk
EDGE OF SLAB
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 24, 5/4" BOARD OR tx6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY 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
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DETAIL _
DWG SCALE
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ELEVATION
3
0# COLUMN LABEL
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ARCHED OPENING SEE
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TOTAL AIR
VOLUME CUBIC
FEET = 23,068.4
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
CALCULATIONS
TOTAL UTA 2284 S.F.
COVERED ENTRY 73 S.F.
COVERED LANAI 226 S.F.
GARAGE 686 S.F.
TOTAL AREA 3268 S.F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CLG. IN MASTER SHOWER AND 8'-0" IN OTHER LOCATIONS.
3. IMPACT WINDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. O 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
FINISHED CEILING
OPT.
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2x MTL STUDS
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CONIC. FLOOR SLAB
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1 INTERIOR PARTITION
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28-1/2" SPACE DRYER VENT
DRYER VENT LOCATION
FRONT VIEW
DELETE CERAMIC SOAP DISH MASTER BATH ft
BATH 2 ONLY
6'-6"
0
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AC CONC. PAD DETAIL
N.T.S.
TEMP FRAMELESS—\
GL W/ CUPS
1/2" WALL CAPS
MTL FRAMING ----\
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
PT 2X SILL PLATE --\
W/ 1/4" TAPCONS & \
ND ER WASHHR TO SLAB
PLYwOI
BAO(II
MTL STUI
OR FURRII
O 24' 0,
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/2"
PLYWD & 1/2" NOW ASBESTOS
FIBER CEMENT BACKER BOARD
KNEEWALL W/ NON ASBESTOS
FIBER CEMENT BACKER BOARD
ON SHOWER/TUB SIDE
& TILE FINISH
T
io O
ROMAN SHWR
7 m
L � m
LLLL,- I o
LLLLLL
TYP. KNEE WALL SECTION
1/2" = V-0"
Nil
■101■I
HOOD FRAMING DETAIL
(2) PO S.M.S. TOP & BOTTOM
0 EACH STUD
FINISHED CEILING - SEE
TIP. WALL SECTION
2x6 BLOCKING 0
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(20 STUDS 0 16° 0/C) (2x6 STUDS
24' 0/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" 0/C
CONE. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONIC. FLOOR SLAB
HILT PINS .145' DIA x 1' LG.
0 16' 0/C W/ 1' WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4' = 1'D'
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.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
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2680
I
12080 SGD (3 PANELS)
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2'-0'
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BANANA SHUTTER INFO
SHUTTERS ARE DECORATIVE - MUST BE MADE TO FOLD / LOCK IN PLACE
AGAINST HOME IN THE EVENT OF A STORM - INSTALL PER MANUR SPECS OR
PER THE FOLLOWING METHOD
THE CONNECTORS USED ARE STAINLESS STEEL X"X 2-1/4"TAPCONS.
THE ATTACHMENT METHODOLOGY FOR THE SHUTTERS REGARDLESS OF SIZE IS
USING (3) TAPCONS IN THE TOP TRACK AND (2) EACH TAPCONS IN THE
BRACKETS ON EACH SIDE OF THE WINDOW HOLDING THE ADJUSTABLE ARM TO
RAISE AND LOWER THE SHUTTER FOR A TOTAL OF (7) TAPCONS FOR EACH
SHUTTER ASSEMBLY.
QUANTITY
WiNDOW TYPE / SiZE
SHUTTER TYPE / STYLE / SIZE
2
SH 25 - 37" X 63'
PLANTATION/ i PNL LOUVERS/ 41' X 31.5'
1
OPENING - 78" MOE
PLANTATION/ 1 PNL LOUVERS/ 82" X 24"
REQUIRES A 24" OVER HANG
PRONDED BY TRUSS CO.
LINE OF SOFFIT
Tn
12
ri 6
ri
3.5" 10.5"
TYP. ENTRY BRACKET DETAIL
Product Submittal Sheet
v1NnC::,0p4vx
A Y4WRM vn,llap com Ir,.5�rrx
6�falEi!M"IrYigl.alA � -. e: ;y, �a 'I l- s!::3
Mid Wall (M Style) Control Joint
Dc piedtoreI: eve stress and ass sr.n cv,:tro rig .t%sr.x_Io, f.,i ntetSe_.c
a'do
1534UL B "12 3 is sc IfHM,rtar pf rat eRas, 16
n I o SP am L -1 p L_e l .1 f. 3eauki h i rvillf is: g lin a'pfible
'lt I,Lmbcr s 'Si 4,aL
.-.A tr I „f f .,S Jfn fts I,ros".dc.rt r I c a hM1oi.
Product Submittal Sheet
lift rf I AA19e94
I6i stSmL ea, firs t 4'7.41pp
Sofit Vents (One Piece)
I110 r. pe,. _ y.l. It rivitfloiciliq rtr id key stucco &a•`10 p':aster.
'4 (`9 0333V 6/8 3 vda t (slis p z p rf t,d fl-I 16
i'9offti t- Ft P rf r ILf 6i .n.C4 nldW to .rtr,rt9 L c..�,i,
align -Ft
C ant ared 15 sqbL f R
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p II Ir��t.r.bi . flJ rt iN: ertl coini,,fn of I islxll t,
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3268 (SQ.FT.) x 144 = 470,592 SQ IN.
REA
151SQ IN. P R U EAR FT. (257REQUIRED EVE
NT
A 3,855 SO. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE TILE
90/ FELT SELF-ADHESIVE UNDERLAYMENT
OVER 30/ 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 GALU TRUSS
ANCHORS EA. END
j1 SEE PLAN/ ELEV.
GALV. M7L. DRIP ON iX2 P.T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
CEMENTITOUS FINISH ON METAL LATH ATTACHED
W/ 3- CONTINUOUS VENTING
ON ALL SIDES
(TRUSS CO. TO PROWDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
U-KW77TOUS FINISH
OVER 8" CONC. BLOCK
DO NOT EXCEED 5/8' THICK
R 4,1 FI-FOIL BETWEEN STUDS
0'-0' FIN. FL. SLAB
m
ME=
INSULATION
PER ENERGY CALL
RAT RUNS PER
: TRUSS MANE.
5 8" DRYWALL OR 1/2- "TOUGHROCK'
(OR EQUAL) APPLIED TO
o. UNDERSIDE OF TRUSSES
FIRE STOP
CONT. 8 X16' MASONRY BOND BEAM
rP. O.H. W/ 115 CONT TOP & BOT. - FILL W/ CONC.
CONT. METAL POUR STOP
1/2" DRYWALL
1X2 P.T. FURRING 0 24' 0/C
EXTERIOR BLOCK WALL TO BE
IV MONO. CONC. FOOTING
SEE FOUNDATION PLAN
FOR N07ES & DETAILS
• ` '�:::� ' ��i-���-cif
�� l
F
cGMtNlnuus VINIJH, ITr.
0 D.P.= +31.9 PSF BLW FOR WALLS
-34.8 PSF
FRONT ELEVATION - WEST INDIES
12
�6
D.P. +28.5 PSF
O -34.8 PSF RIGHT SIDE ELEVATION- CLASSIC
a=61
---T-------------------F=_
D.P.= +29.9 PSF
D.P = +31.9 PSF
0 -36.3 PSF
J
O -41.7 PSF
(AROUND CORNER)
D.P.= +31.9 PSF
L 34.8 PSF
D.-31 P .5 PSF
K -31.3 PSF
D.P= +33.5 PSF
0 -36.3 PSF
Di +33.5 PSF
0 -36.3 PSF
12
�6 � 8 0
El
Di +33.5 PSF
0-36-3 PSF
DPI -31.9 PSF D.P = +31.9 PSF D.P.= +31.9 PSF D.P = +31.9 PSF
O--34.8 PSF 0-34.8 PSF 0 -34-8 PSF 0 _41.7 PSF
(AROUND CORNER)
REAR ELEVATION
141
TO.B.B.
11'-4"
TO.B.B.
10'-B"
TO.B.B.
9'-4"
TO.B.B.
FOAM BRACKETS
- 0'-O" FIN. FL. SLAB
Iqv
0'-0" FIN. FL.
14'-0" T.O.B.B.
12'-0" T.O,B.B.
ll'-4' T.O.B-B.
9'-4"
PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
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12
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PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29.21
TYPICAL INSTALLATION
„ WINDOW ASSEMBLY
IS&1:1-Pa
'MORTAR OR.lir
GROUT
a. .
A
DRYWALL .. ,..r,. ..�::. "e
FURRING TO
JRY WALL
FASTENERS AS REQUIRED
BY WINDOW MANUFACTURER
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
-T SILL IN FULL
ORTAR BED AND HEAD JOINT
STUCCO OR
DECORATIVE
CEMENTITIOUS COATING
C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
6'-6"
14'-O" T.O.B.B.
D.P.= +33.5 PSF a
0 -36.3 PSF m 5'-0'
D.P.= +31.9 PSF D.P.= +31.9 PSF PROVIDE CEMENTITOUS
O -34.8 PSF O -34.8 PSF FINISH PRIOR TO
METER INSTALL
— — — — — — — — — — — — — — — — — — — — — — — — — — — — 0'-0" FIN. FL. SLAB
LEFT SIDE ELEVATION - CLASSIC
CEMENTITOUS FINISH ATTACHED TO METAL LATH
a = 5'-4' ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
2'-0' COV. ENTRY
,
D.P.= +33.5 PSF
GARAGE BEYOND 0-36.3 PSF
OYER
PRE ENGINEERED WD. TRUSSES
r� @ 24" O/C TYPICAL
R-40 BLOWN IN INSULATION ABOVE A/C AREA
NTER
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANT.
(MAX. 8' O.C)
_1
1
BUILDING SECTION A -A
CONC, COLUMN
DRYWALL BOARD
PANEL ANCHOR FRAMING
ATTACH W/ 3 16" A-3/4"
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
STUCCO FINISH
CONIC. OR MASONRY
WEATHER STRIPPING
DOOR MANF.
CONIC. OR MASONRY
TAPCONS SCREWS ®8' 0/C
1-1 2 CASE HARDENED COIL
PERIMETER SEALANT
P.T. BUCK RIPPED
GA
GARAGE DOOR
FILL SPACE W/
FILL SPACE W /
NAICS AT 124 0/C. MAX.
CONC. OR MASONRY
TO
70 WIDTH OF DOOR JAM
GAILY STi VERT. TRACK
BY MANF. FASTENED TO
EXPANSION STRIPS
CAULKING
EXPANSION STRIPS
CONIC. OR MASONRY
CONIC. OR MASONRY
°' Qo`
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENE
SET IN SEALANT FASTEN
W/ 1/4' DIA. x 3-1/4'
TAPCONS 3" FROM E.E.
TRACK BRACKETS W/
CARRIAGE
°
arRA
�
O� COIL NAILS AT 12" 0/C.
° :.� o AND 12' 0/C MAX.&
OOoi/4'-20x1/2"
GLASS BLOCK W
11,
°°0 MAX.
o° °GALV.
LK NS
LADDER -TYPE REINF.
DRYWALL BOARD
DOOR 7RIM
STL 7RACK
DBRACKETS
CAULKING
FASTENED�-
TO WOOD JAMB W/
PANEL ANCHOR FRAMING
ATTACH W/ 3/16" x 1-3/4'
-ALUMINUM FRAME, FASTENDRYWALL
TO STRUCTURE 1HRU BUCK
BOARD
CAULKING
DOOR FRAME
FASTEN TO BUCK W
/
3 16'xi-1/4' LAG SCREWS
/
TAPCON SCREWS ®8 0 C
/
WI 3116' TAPCON SCREWS
0 12 O/C. MIN. 1-1/4' EMS
D
DOOR FRAME
SCREWS ®2'-D" 0/C
SC EW GALV. x 2"2x8
P.T. ATTACHED TO
FASTEN TO BUCK W/7!!!
MANU.'S MFTNCO Dr COLUMN W/ 5/8' WEDGE
PERIMETER SEALANT
LANT
ERIMETER SEALANT
(2) 3/16"x2-1/2" TAPCON
DOOR TRIM
PRnr R ANCHORS ®2'-0" 0/C VERT.
PREVAIL Ei TIED 6" MAX. FROM ENDS) AND
STIiCCO FINISH
INISH
STUCCO FINISH
SCREWS 0 2'-0" O/C
PERIMETER SEALANT
fe6mmEimmuc'ro"S 2' FROM INSIDE EDGE OF 2x8
JAMB DETAIL (GLASS BLOCK)
HEAD DETAIL (GLASS BLOCK)
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
JAMB DETAIL (GARAGE DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
PANEL ANCHOR FRAMING
ALUMINUM FRAME, FASTEN
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
ATTACH W 3 16" A-3/4"
TO STRUCTURE THRU BUCK
DOOR THRESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
TAPCONS CR WS 0 8" O/C
W/ 3f16" TAPCON SCREWS
ALUMINUM FRAME
OOR FRAME FASTEN
IN BED OF CAULK &
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
GLASS BLOCK
M 12 0/C. MIN. 1-1/4" EMBED
SECURE FRAME TO SILL
TO BUCK W/(2) 3/16"x
FASTENED TO SILL W/
BRACKET.
WITH SILICONE
x 1 1/2" SCREWS
PERIMETER SEALANT
CAULKING
SCREW 0 2'-0
SCREWS M 2'-0" 0/C
018 0/C
PERIMETER SEALANT
CAULKING
r— STUCCO FINISH
CONC. OR MASONRY
FLOOR COVERING
1x2 MIN. P.T. BUCK SET IN
do ° .°Oo
"' <
FLOOR COVERING
ii0.
:•off .Oa - ° 00 • Qo °
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12" 0/C.
f�MAX.
o . Oa 80
PRECAST OR POURED
x, o
p
7.6000 �b, b
$p ' ° ' c
O 'O .
PRECAST OR POURED
DRYWALL BOARD
SILL W/ 1 �'5 BAR
GROUT BED
CONIC. FLOOR SLAB
SILL W/ 1 #5 BAR
CAULKING
PERIMETER SEALANT
CONCRETE SLAB
PERIMETER SEALANT
MORTAR
JAMB DETAIL (WINDOW)
WINDOW
(WINDOW)
SILL DETAIL WINDOW
SILL DETAIL (S.G.D.)
STUCCO FINISH
SILL DETAIL (DOOR)
51LLDETAIL�GLASSBLOCK�
WINDOW ATTACHED ACCO DING TO FBC 1 07.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & ix PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
14'-0' T0.8.8. I$
11'-4' T.O.B.B.
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SECTIONS
ELEVATIONS
I
ENG AND APPROVED WOOD TRUSS'S SEE
TiR. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICATIONS
\ SEE PLAN
4'-0'
CONT MASONRY BOND BEAM
CONT. POUR STOP
8' CMU WALL
1
a5 CONNECTION DETAIL
ENG AND APPROVED WOOD 7RUSS'S SEE
TYR WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
I� INSTALL PER. MFR. SPECIFICATIONS
7NOTE• IF TWO STRAPS ARE USED
PLACE ONE STRAP EACH SIDE.
CONT. MASONRY BOND BEAM
8' CMU WALL
2
a5 CONNECTION DETAIL
USP KCCQ44 OR
SIMPSON CC04WS25
FASTEN PER MAN'F SPECS
56801 MAX.
WOOD POST
SEE FRAMING PLAN
(6) 1/4-x2-1/2" LG.
SOS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56451 MAX.
5/8" DIA.
)GE ANCHOR
MIN. EMBED.
CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24- 0/C
W/ 19/32' EXT. SHEA7HING
TOE NAIL TRUSS TO CAP
W/3-16d NAILS
PRE-ENG WOOD TRUSSES
SEE TYP. WALL SECTIONS
\
ACTUAL HEEL AND
OVERHANG CONDITIONS
TIE BEAM OR BOND BEAM
I CONT. 20 RIBBON W/ 3-16d
2x4 CROSS NAILS EA. STUD
BLOCK n 24"
O/C TYP. TOE
NAIL EA. END
W/(3) 16d
NAILS
TYPICAL TRUSS
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 1/TRUSS UPLIFT
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
(1) 5/8" ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
PRE-ENGINEERED WOOD
ROOF TRUSS A 24' 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONC. TiE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 3965#
5CONNECTION DETAIL
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
INVERTED GIRDER TRUSS
SIMPSON FGTR W/ 18-SDS
1/4" X 3' SCREWS INTO
GIRDER
'CONC. TiE BEAM OR
2-1/2" X 5 T1TEN MASONRY BOND BEAM
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPLIFT (1) FGTR = 5000/
4 (2)FGTR DESREDAY BE UPLIFT ADDE� 9400# MAX
A5 CONNECTION DETAIL
1/4- THICK PLATE
HANGER >d•
4'
9•
m
W
N
3/16
(2) DIA.
THROUGH
BOLTS
(4) 3/4- DIA.
WEDGE ANCHORS W/
4' MIN. EMBED.
4CONNECTION DETAIL
PER TRUSS MFR.
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
PPLIED UPLIFI
LINTEL
SPECIFICATION
1
1T-4'
1413
545
501
240
BF24/181T
2
5'-4"
10000
257
5698
106
BF32/1B1T
3
4'-0'
8859
250
5572
100
8Fi6/1BiT
4
5'-4"
5809
250
3057
100
8F16/1B1T
5
5'-4"
5809
250
1 3057
100
8F16/1B1T
6
3'-6'
10000
1057
7428
371
8F16/1B1T
7
4'-0'
10000
250
7184
100
8FR38 1BiT
8
5'-4'
1773
0
1135
0
BF8/1B1T
9
5-4"
5809
946
3057
380
8Fi6/1BiT
10
4'-0'
2866
0
1753
0
BF8/1BiT
11
4'-0'
8859
1222
5572
365
8F16 1B1T
12
4'-0'
10000
920
7184
331
8FR38/1B1T
13
13'-4"
504
0
555
0
8F8/1BiT
14
13'-0
2047
i611
866
621
8F24/1B1T
15
4'-0'
10000
257
7184
104
BRF38/181T
16
10'-6"
1664
250
830
100
8F16/1B1T
17
3'-6"
10000
408
1 7428
133
BF16/181T
18
7'-6"
2882
771
1548
308
BF16/917
19
5-4"
10000
400
6183
177
BF32/iBi7
20
5-10"
1002
0
722
0
BRF6/i130T
21
5-10"
10000
462
5480
220
8F44/iBiT
22
S-0'
10000
376
9578
250
BF56/1B1T
23
7'-6-
6288
1123
2436
412
BF24/iBiT
24
3'-6"
10000
1 390
8000
233
BF48/1B1T
25
7'-6-
7857
250
1 3323
102
BF44/iBiT
26
3'-6-
10000
390
1 8000
233
8F56/181T
15 REBAR AT TOP
MIN. (1) REQ'D
n. • -1/2- CLEAR
F = FILLED WITH GROUT / U - UNFILLED . a C.M.U.
QUANTITY OF 15 REBAR AT a
BOTTOM OF LINTEL CAVITY z e
s
GROUT
8F16-1 3/1 T /5 REBAR REINFORCING
PRONDED IN LINTEL (VARIES)
NOMINAL HEIGHT
QUANTITY OF J5
NOMINAL WIDTH REBAR AT TOP 7-5 8' ACTUAL
NOMINAL HEIGHT
R.
TYP. 0 WALLS 8U8 BF16-OB/iT BF16-1B/1T BF24-DB/1T 8F24-iB/iT 8F30-iB/iT
PLAN
BOX -OUT DETAIL
A5 SCALE: 1 4 = i -0
PRE-ENG WD. TRUSSES ® 24- 0/C
(SEE CONNECTION SCHEDULE)
19/32' EXT. GRADE PLYWD. NAILED
0 6' 0/C AT PANEL EDGES & 12- 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL NAILED TO ROOF TRUSS W/
(3)10d NAILS, NOTCHED AND TOENAiLED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
SECTION
PROJECT
LOG
ISSUED FOR PRECON
01-07-21
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STRUCTURAL
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A-5
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PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
9'-4" PLATE HT.
10'-8" PLATE HT.
11'-4" PLATE HT.
12'-0" PLATE HT.
14'-0" PLATE HT.
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
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
M
NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY
OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL'
N.T.S.
Moisture bar€
not shown
#5 rebar min.
b:
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FIELD FRAMED RIDGE DETAIL TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS CONNECTOR SCHEDULE
FASTENERS
S77
PER
AP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (FI)
MARK
USP
CONNECTOR
TRUSS
71E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5) 10d x 1-1 "
-
990 1
1980 1
335 1
6701
245 1
490
TC-2
TA14
(ZI 10d x 1-1 2'
-
1205 1
2410 1
335 1
6701
245 1
490 if
TC-3
HTWi1116
B lod x 1-1 2'
4 1 4' x 1-3 4' WAa
1225 1
1225 1
1225 L-
TC-4
HTA16
(9) 10d x 1-1 "
-
1 1870 1
2430 1
7101
13101
270 1
15
TC-5
HTW20
20 10d x 1-1 1"
24 10d x 1-1°
1530 1
-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOW
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS.
1. 0.173 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0.280 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
8d RING-
8d RING-
8d RING-
Bd RING-
8d RING-
Bd RING-
8d RING -
EXPOSURE I, OR EQUAL
SPAN RA71NG 40 20
19 32-
24" 0/C
MAX.
SHANK
6- 0 C
SHANK
6- 0 C
SHANK
6- 0 C
SHANK
6- 0 C
SHANK
6" 0 C
SHANK
4- 0 C
SHANK
4" 0 C
BLOCKED AS
SHOWN ON PLAN
APA RATED SHEATHING
8d RING-
Bd RING-
8d RING-
NAIL CORNER STUDS
EXT.
EXPOSURE 1, OR EQUAL
16' 0/C
SHANK
SHANK
SHANK
AT 4' 0/C MAX TYPICAL
WALL
SPAN RA77NG 40120
19/32
1 MAX.
1 4" 0 C
4' 0 C
6" 0 C
J
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
Bd RING-
8d RING-
INT
WALL
EXPOSURE I, OR EQUAL
SPAN RATING 32 16
15/32
16° 0/C
MAX.
SHANK
6" 0 C
SHANK
6' 0 C
SHANK
12" 0 C
BLOCK FREE
EDGES
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TRUSS PLAN
W
W-
ELEC. PANEL "A" 200 AMP
CIRC,
DESCRIPTION
POLE
BRKR
WIRE
VA.
100%
2
AHU HEAT STRIP
2
60
8
O
9.6
2
A/C COMPRESSOR
2
40
8
0
0
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
WALL OVEN
2
50
6
10.0
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
i
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
5.7
0
PROJECT LOG
ISSUED FOR PRECON 01.07-21
ISSUED FOR PERMIT 01-29-21
*NOTE* NOT 1N
OUTLET
- ALL ABOVE COUNTER AND MIRROR
HB
ISLAND OUTLETS TO BE DECORA - - - - - -
- ALL SWITCHES TO BE DECORA _
4 LIGHT
NOTE: GARAGE PUSH BUTTON NOTE: ACCEPTABLE SMOKE k CARBON NOTE: ALL EDGE OF SNITCH PLATES STRIP -- COVERED
LOCATED @ 60" ABV GARAGE FLOOR DETECTORS TO BE INSTALLED ARE TO BE NO LESS THAN 4° FROM CAB LANAI I LI.I
72" MAX. BRK SMOKE-9120B OPENI
KIDDE SMOKE9 NGS 2 007501 ® FIB / S ATION CL o
C/O 21006377-N II S J
NOTE: THERMOSTAT TO BE 82" NOTE: ALL VANITY WALL LIGHTS TO `\ — J N
A.F.F. AND 9" HORIZONTALLY FROM BE 100" A.F.F. U.N.O. POWDER ROOM a
ui Wa
ANY CORNER OF WALL OR OPENING TO BE 86" A.F.F. IF APPUCABLE ` sD H q_g• I n w
PER PLAN NOTE: PROVIDE ARC -FAULT CIRCUIT \ NOOK J 3 w
INTERRUPTER PROTECTION FOR ALL w Z
RECEPTACLE AND LIGHTING OUTLETS — F)B I z
INCLUDING SMOKE DETECTORS PER EDROOM MASTER N
0
2017 NEC 210-12 (B). ` FIELD VERIFY OUTLET ELECTRICAL NOTE: � , `SUITE a J
DIMENSIONS PRIOR TO -- -- - - z g
INSTALUNG CABINETS / \ I 0 ZSol
5
O a
Plans are Prepared for the Builder and not any Planned or Future user
Home owner of the Subject Property and any Modifications, Deletions and \\ GF1
other Changes Authorized by GHO Homes Corporation or other GHO entity / / \
SO
are Permissible to included, but not be limited to Electrical Design so
Modification, Fixture or Outlet or Circuit changed, Combinations or I \ 1 n SD
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 o I L o
licensed Electrician so long as Applicable Codes are Met and Load O = L _ = I O
Sufficient to Meet GHO's minimum Level of Service and Operation. - I t
I I g' c cn to
-N +_+ 2C J
BEDROOM 2! Z KITCHEN - — - — - - — - — I �' _ o N
GARAGE CEILING CD rn
o FLOOR OUTLET Q 3 I az Se �'
i W/ BRASS COVER GREAT ROOM U I .S ;W ._
n / \ G¢�
L1 i1 eld
:5 -n fC0 fa O
GFl GFl V E - p r0 W Ln W
® o E' E v p m
4" 15" o I p O Q
�' a-+ ~ LPL HIS j C, �' O C
e HER I WIC I w `a� E@ o
_ Ln
w
(4) 2x4 METAL STUDS z ® �_i pp oC
FLOOR RO CEILING ELECT, a I WIC I — — — z v is Q
PANEL Ua c U'
BACK TO o BATH 2 1 �;x °
BACK W/
METER w 4 UGH L — J UTILITY
STRIP FOYER
GFl ALARM 0 84"
0 o GFI GFl I �, I DINING
DIED 20 AMP �Q� I ° U
o ° V)
6_6• 0 to E
° MASTER L
GARAGE FLOOR n BATH 0
y uq U .-
DOOR BELL �� i m 0
45.4 9.6 — —
E.W.H. m t-.1
1st 10,000 at 100% = 10.00 ° p
REMAINDER AT 40% = 14.16 ELECT. PANEL / CHASE _
GFl i
A/C LOAD AT 65% = 6.24
TOTAL = 30.40 30.40 x 1000/240 = 125.6 AMPS COV.
wA d �
ENTRY = v
I — 22`x5x547 I
PULL DN STAIR w J
L W/SWLL J ----- 0 N
-- ---- _
(1)2 T S OF (3) ,1'4/O AWG. 7HO a
•
FO IRRIGATION
PUP & TIMER
200 AMP SERVICE
❑ METER
DISC. CO EPANE
2 BAY GARAGE
o- FILE COPY
5/8' GOX 10' CU SUPPLEMENTAL GROUND ROD iA
AND TO ONE REINFORCEING BAR IN SEE DETAIL THIS PAGE wo
THE FOUNDA77ON 20'-0" LONG MIN. FRAME —OUT A
ELEC. do CHASE t_i
ELECTRICAL RISER DIAGRAM H
c = ELEC. PANEL — — — — — — — Q O
O U
CALCULATION NOTES: 00 3 U
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. PHOTO CELL
B. GENERAL LIGHTING CALCULATED 0 2284 (SQ.FT.) x 3 IN SOFFIT Q J
(WATTS/SQ.FT.) = 6852 / 12 (GEN.LTG.CIR.) = 571 (WATTS/EA.) LU
OJ ^L (~
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C 1/4" = 1' O" U.N.O.
UNITS SHOWN ARE FOR ELEC. CALC S. ONLY.
ELECTRICAL
PLAN
E-1
MW = 16
PROJECT LOG
ISSUED FOR PRECON
ISSUED FOR PERMIT
t H6
F
UO
wi—C
Sxfix4 5T
FM I 8X8xs
m . .....................
BANA 62 C M
COVERED MI
LANAI
NOOK
2nxl 2'1
R.A.G. SO MASTER
W/ R
10xWx7 FLEx SUITE
137 CFM ------
loxlOX7 - - - ------- -
... . ......
BEDROOM 3 124 CFM
T'0
VO
GREAT ROOM
axe 12x42x9
88 cl I S"xl 5" 251 CFM
0 A
0 W/ 12110
7"0 0 KIT' —FLEX
VO His
12 x 12 x 9
VO 269 CFM sxsxs
ItCFM
k
IOXIOX7
0111"
140 CFM 740 90
BEDROOM 2
5Ax 41
1.0
I FR 29 CFM
...... .... . u HERS
5110
A..
11
12"0
24"xl8
7"0 4"0 R.A.G.
0W4"0
128 CFM EE
..........
RXR 5 9"
0
4 71,
54 CFM 0 L N EX All "T BATH 2 5 x 5 x33CFM .5
EX It
5110 XSX5
48 CFM
12"0 mzzmco m 1110 x x 114CFM I
Iwo 5"0
LU
SxSx4
DINING FOYER 29 CFM
X
- --------- - LU
14"0 50 CFM
AHU-1 4" EXHAUST
4-TON MVD
BxBx4
29 CFM MASTER
MECHO' COVERED
BATH
22.54� ENTRY
PULL DR STAIR
W/sw. LT.
I oil
m a 983
NOTE:
ALL RETURNS SHALL HAVE DIRECT DUCTING
TO RETURN AIR PLENUM BOX.
DO NOT SCALE PLANS
4-TON
2 CAR GARAGE
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MECHANICAL
PLAN
M-1
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