TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR...
Transcript of TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR...
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
12
5
12
5
TILE OR SHINGLE ROOF
16080 O.H.G.D.8080 O.H.G.D.3080 ENTRY DOOR W/ SIDELITE
25 SH 25 SH
TOP OF BEAM (ENTRY)ELEV. @ 10'-8"
8'-8
"
FYPON BKT12X16
FYPON BKT12X16
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
12
5
12
5
TILE OR SHINGLE ROOF
2-25 SH2-35 SH 2-35 SH
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
TILE OR SHINGLE ROOF
12
5 12
5
12
5
8'-0
"
12080 SL.GL.DR.34 SH
DECO. TEXTURE FIN. ON CONC. BLK. WALL
5'-0"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BEAM (MAIN)ELEV. @ 10'-0"
TILE OR SHINGLE ROOF
12
5
12
5
12
5
8'-0
"
25 SH25 SH25 SH
DECO. TEXTURE FIN. ON CONC. BLK. WALL
VINYL LAP SIDING ON CONC. BLK. WALL
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
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1/4" = 1'-0"
FRONT ELEVATION
1/4" = 1'-0"
REAR ELEVATION
1/4" = 1'-0"
RIGHT SIDE ELEVATION
1/4" = 1'-0"
LEFT SIDE ELEVATION
WH
HB
HB
MF
2'-0
"1
'-4
"5
4'-0
"1
1'-8
"1
'-4
"
67
'-0
"3
'-4
"
5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
21'-4" 28'-4"
2'-3
"9
'-3
"1
'-6
"
22
'-8
"4
'-4
1/2
"3
'-7
"2
'-8
1/2
"2
0'-8
"
20
'-8
"1
2'-8
"1
8'-8
"
30
'-8
"1
'-6
1/2
"2
0'-8
"2
'-9
"1
'-9
"1
2'-1
1 1
/2"
ELEV. @ 0'-(-4")
TILE SHOWERRECESS 3-1/2"
STANDARD SGD RECESS1-1/2". IMPACT GLASS SGD RECESS RECESS 2-1/2".
16'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER
RUN CONDUIT FOR ELECTRIC AT ISLAND
8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS
6" X 12" RECESS
METER VERIFY LOC.
PAVERS BY OTHERS
SINK & DISP
RANGE
1'-4
"
8'-0
"
2'-0" 2'-8" 9'-8" 7'-4" 28'-0"
2'-0
"
11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"
21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"
70
'-4
"
49'-8"
21'-4" 28'-4"
12'-10" 1'-4" 12'-10" 1'-4"
70
'-4
"
RECESS 3-1/2"
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
OPTIONAL 60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
ELEV. @ 0'-(-4")
WASHERLT
9" 4'-5" 10"
8'-0
"
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
REF. SPACE DW
OR DOORS
21" MIN. TOFIXTURES, WALLS 1'-9"
8'-0
"36" MAX.
OR DOORS
21" MIN. TO FIXTURES, WALLS
MIN.
1'-0"
19
" M
IN.
19
" M
IN.
15" MIN.TO FINISH
FRONT ELEVATION SIDE ELEVATION
WATER CLOSET CLEARANCE DETAIL
8'-0
"
FRONT ELEVATION SIDE ELEVATION
VANITY SINK CLEARANCE DETAIL
4"
2'-5
1/2
"
8'-0
"
VARIES
4"
2'-5
1/2
"VARIE
S
VARIES
8'-0
"
MIRROR
FAUCET
KICK PLATE
FAUCET
MIRROR
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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SLAB & PLUMBING PLAN
WH
HB
HB
MF
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER BATH
LAUNDRY
BEDROOM #2
3 CAR GARAGE
TILE SHOWER RECESS 3-1/2"
MIRROR
5'-0
" TUB BATH #2
12" VIN
YL
SH
ELV
ING
11
'-6
1/2
"3
3'-1
1/2
"2
4'-4
"
1'-4
"1
1'-8
"2
6'-1
"2
7'-1
1"
3'-4
"5
4'-0
"1
3'-0
"
1'-4
"2
'-0
"
57
'-4
"
3'-6" 4'-10" 6'-8" 5'-4" 1'-4"
23
'-0
"1
0'-8
"2
'-0
"4
'-0
"1
4'-4
"
20'-7 1/2"
12
'-0
"2
'-4
"4
'-0
"6
'-0
"6
'-8
"
12'-0" 2'-9 1/2" 6'-6 1/2" 4'-0" 7'-10" 3'-4 1/2" 13'-1 1/2"
12" VIN
YL
SH
ELV
ING
12" VINYL SHELVING
12" VNL SHLV
WASHERDRYER
30
'-3
1/2
"8
'-7
"1
2'-3
1/2
"
2'-3
"9
'-3
"1
'-6
"
DBL SINK W/ DISP
8'-7
1/2
"4
'-8
"
WALL TO 45" A.F.F. W/ TEMP GLS ABV
NOTE: INSTALL 1-3/8" THICKSOLID WOOD DOOR BETWEENLIVING AND GARAGE PERR302.5.1
NOTE: THE GARAGE SHALLBE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THEN 1/2"GYPSUM BOARD APPLIED TOTHE GARAGE SIDE
D
8
8
8
8
8
8
8
8
83
8
8
83
8
8
B
A
A
A
A
4
2
1
MIR
RO
R
RANGE
REF S
PAC
E
OVERH
EAD C
ABIN
ETS
OVERHEAD CABINETS
10'-0" FLAT CEILING
COFFERED CEILING
COFFERED CEILING
FOYER
12" VNL
SHLV
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
3'-4
"
1'-4
"2
'-0
"2'-8
"
8'-0
"1
'-0
"4
'-3
1/2
"5
'-1
0 1
/2"
4'-8
"
1'-1
1 1
/2"6"
5'-2
"6
'-1
1/2
"2
'-1
"4
1/2
"
2'-2" 3'-0" 10"
8" 8" 8'-0" 8"
1'-4" 16'-0" 1'-4"
7'-0" 6'-8" 8" 7'-0" 28'-4"
11'-11" 1'-9" 7'-8"
COFFERED CEILING
3
3
33
VERIFY LOCATION WITH SITE PLAN. A/C NOT TO ENCROACH EASEMENT
MIN R-13 INSULATION
22" X 54" ATTIC ACCESS
ENTRY
PAVERS BY OTHERS
PAVERS BY OTHERS
A/H
KNEEWALL
ESCAPE
OPT.
49'-8"
21'-4" 28'-4"
70
'-4
"
70
'-4
"
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
A
C
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-8" FLAT CEILING
LT.
8'-0
"3
'-0
"
60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
OPTIONAL
8
8
SEAT
POWDER BATH
3
RECESS 3-1/2"
10'-0" FLAT CEILING
DINING ROOM10'-0" FLAT CEILING
12" VNL SHLV
DW
10'-0" FLAT CEILING
5
4'-0
"3
'-7
"2
'-8
1/2
"
C
8'-7" 16'-2" 3'-7"
6'-2" 15'-2" 12'-10" 1'-4" 12'-10" 1'-4"
28'-4"
7'-2" 7'-3" 6'-2 1/2" 4'-3 1/2" 2'-6 1/2" 4'-0 1/2" 5'-0 1/2" 4'-2" 8'-11 1/2"
6" WALL
1'-8"
2'-9"
10
'-4
"4
'-0
"4
'-0
"
4'-3 1/2" 2'-5" 6'-4" 7'-0 1/2" 8'-11 1/2"
2'-11" 2'-9"
5'-8
1/2
"1
3'-5
1/2
"
2'-1
1"
2'-3
1/2
"
2'-2"
DOOR HEADERS6'-8" BI-FOLD
6'-8" SWING
8'-0" SWING
HEADER HEIGHT 82" A.F.F.
82 1/2" A.F.F.
98 1/2" A.F.F.
HEADER HEIGHT
HEADER HEIGHT
CABINET BACKINGKITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
SQUARE FOOTAGELIVING AREA
GARAGE AREA
LANAI AREA
FRONT PORCH/ ENTRY AREA
2,344
618
368
38
TOTAL SQUARE FOOTAGE 3,368
FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD
1/2"
3 1/2"
1/2"
FACE OF EXTERIOR WALL
1/2"
3 1/2"
1/2"TYPICAL DIMENSION STRING
INTERIOR DOOR SCHEDULE
MARK
1
2
3
DOOR WIDTH NOTES
P.K. = POCKET DOOR
B.F. = BI-FOLD DOOR
B.P. = BI-PASS DOOR
L.V. = LOUVERED DOOR
4
5
6
7
8
3'-0"
2'-8"
2'-6"
2'-4"
2'-0"
1'-8"
1'-6"
2'-10"
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXITPER FLORIDA BUILDING CODE R 308.3.1.
3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.3.1.
4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALLNOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEADGARAGE DOOR HARDWARE
6) 2X6 KITCHEN KNEE WALL 34 1/2" TO TOP
7) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAGRESISTANT PER SEC. 702.3.5
8) THE GARAGE SHALL BE SEPARATED FROM THERESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGESBENEATH HABITABLE ROOMS SHALL BE SEPARATEDWITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARDOR EQUIVALENT. WHERE THE SEPARATIION IS AFLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARDOR EQUIVALENT
9) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEENLIVING AND GARAGE PER FLORIDA BUILDING CODER302.1.5,
10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUSTCOMPLY WITH R312.2.1 MIN 24" SILL HEIGHT ORPROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE
11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,WATER HEATER, AND DRYER. VERIFY WITHCONTRACTOR AND SUBDIV. SPECS. A SEPERATEPERMIT IS REQUIRED FOR GAS PIPING.
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"INCREMENT.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
TOILET PAPER ROLL
2'-6"
1'-8"
TOWEL BAR
4'-0"
3'-2"
MIN.
4"
MIN.
4"
BATHROOM NOTES
ALL TUB DECKS @ 21" A.F.F
ALL BLOCKING TO BE PT IN SHOWERS
TOWEL BAR
TP TOILET PAPER
TB
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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FLOOR PLAN
DOOR SCHEDULETYPEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
1 16080 OHGD GARAGE DOOR 8'-0" 16'-0" 1
2 8080 OHGD GARAGE DOOR 8'-0" 8'-0" 1
3 (3)-3080 SL. GL. DR. DISTINCTION 8'-0" 9'-0" 1
4 3080 FRONT ENTRY6 PANEL
DISTINCTION 8'-0" 3'-0" 1
5 14" SIDE LITE DISTINCTION 8'-0" 1'-2" 1
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
A 25 SH 5'-3" 3'-2" 5
B 2-25 SH 5'-3" 6'-4" 1
C 2-35 SH 5'-3" 9'-0" 2
D 54"X18"FIXED GLASS
1'-6" 4'-6" 1
WH
HB
HB
MF
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER BATH
LAUNDRY
BEDROOM #2
3 CAR GARAGE
BATH #2
10'-0" FLAT CEILING
10'-0" FLAT CEILING COFFERED CEILING
COFFERED CEILING
FOYER
COFFERED CEILING
HIP
HIP
VALLEY
VALLEY
RID
GE
HIP HIP
HIP
RID
GE
RID
GE
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
HIP
HIP HIP
RID
GE
HIP
HIPVALLEY
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-8" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
ENTRY
POWDER BATH
A
A-4
B
A-4
A
A-4
A/H
ATTIC VENTILATIONVERIFY VENTING REQUIREMENTSWITH ENERGY CALCULATIONS
WITHOUT OFF RIDGE VENTS WITH OFF RIDGE VENTS (O.R.V.)
ATTIC AREA(FBC R806)
VENTILATION REQUIRED(ATTIC AREA 1/150)
VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER
FBC R806.2 MINIMUM AREA REQUIREMENTS)
MARK
1
SQUARE FOOTAGE
2344 SQ. FT.
SOFFIT VENTS
20.90 SQ. FT.
MIN AIR FLOW
OF SOFFIT
6.62%
OFF RIDGE VENTSMIN AIR FLOW
OF SOFFIT
TOTAL
VENTILATION
O.R.V. NOT USED
ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION
ATTIC SQ. FT. / 150 = VENTED SQ. FT. ATTIC SQ. FT. / 300 = VENTED SQ. FT.
OFF RIDGE EXHAUST VENT SIZES(AREA NET FREE SQUARE FEET)
6'-0" BASE
BASE
-2'-0"
25" BASE
25" BASE
18" BASE
17" BASE
1.45 SQ. FT.
FREE AREA
1 SQ. FT.
FREE AREA
.38 SQ. FT.
FREE AREA
ELEVATION @ BEARING
ELEVATION @ +24"
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 10'-8"
= INTERIOR BEARING
@ 10'-0"
ELEVATION @ +12"
ELEVATION @ BEARING
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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ROOF PLAN
3/8" = 1'-0"A-4A COFFER DETAIL
3/8" = 1'-0"A-4B COFFER DETAIL B
WH
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MF
PPP
TV
TV
TV
TV
TV
T
T
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT
OR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.
ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER
RESISTANT RECEPTACLES SHALL BE INSTALLED
INSTALL PHONE AND T.V PER CONTRACT.
IN DWELLING UNITS PER N.E.C 210.12 AND 406.11
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
AC/DC SMOKE DETECTORTO BE INTERCONNECTED
WALL MTD. BRACKET LIGHT
DIMMER SWITCH
3 WAY SWITCH
SINGLE POLE SWITCH
TELEPHONE OUTLET
MOTION SENSOR SWITCH
A/C DISCONNECT
DUPLEX FLOOD LIGHT
TRACK MTD. LIGHTS
EXHAUST FAN
PUSH BUTTON (PB) / DOOR BELL (DB)
RECESSED LIGHT
1/2 SWITCHED DUPLEX OUTLET
DUPLEX RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
220 V RECEPTACLE OUTLET
SINGLE RECEPTACLE OUTLET
DUPLEX RECEPTACLE AT ELEV. A.F.F.
ELECTRICAL PANEL
ELECTRICAL METER
120 V JUNCTION BOX
DUPLEX RECEPTACLE - ABOVE COUNTER
3
D
SD
TV
ELECTRICAL LEGEND
2' UNDER COUNTER LIGHT
4' FLUORESCENT LIGHT
INTERCOMIC
KP
KEYPAD
ANY RESIDENT HAVING A FOSSIL-BURNING
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PERPOSES.PER RULE 9B-3.04.72SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/ SMOKEDETECTOR)
AFF
MS
INSTALL ALL ELECTRICAL PER NEC 2014
SCD
T
DB
SCD
SD
SD
SCD
SD
SD
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FOR FAN (TYP)
STUB OUT FOR GARAGE DOOR OPENER
ELEC METER
200 AMP PANEL
GFI @ 42" A.F.F.
GFI @ 42" A.F.F.
VP
EXH. FAN
EXH. FAN
EXH. FAN
GFI WP
GFI WP
GFI WP
VP
A A
AA
A
A
A
A A A
A
A A
AA
OPT.OPT.
OPT.OPT.
OPT. OPT.
OPT.OPT.
A/H
OPT.
OPT.
A
GFI
GFI
GFI @ 42" A.F.F.
GFI
GFI
A
A
AA
ELECTRICAL PLAN 2344
200 AMP SERVICE
TAGABCDEFGHIJKLMNOPQ
QUANTITY PRODUCT(37)(3)(5)(X)(5)(X)(X)(3)(X)(1)
(4)(3)(X)(X)(X)(X)(X)
(RECESSED CANS)(VAPORS)(PENDANT LIGHT(10" MUSHROOMS)(24" 3 LT)(36" 4 LT)(NOT USED)(COACH LIGHTS)(COACH LIGHTS)(J BOX)
(4' FLUORESCENT)(2' FLUORESCENT)(5LT CHANDELIER)(3 LT )(PENDANT/ NOOK)(X)(X)
200 AMP ELECTRICAL RISER DIAGRAM
200 AMP
PANELM
(2) 4/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
300 AMP ELECTRICAL RISER DIAGRAM
150 AMP
PANEL
150 AMP
PANELM
(2) 2/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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ELECTRICAL PLAN
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
OPTIONAL WP GFI BELOW COUNTER TOP FRO FRIDGE
OPTIONAL WP GFI ABOVE COUNTER TOP
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ATTHE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLREPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTINGCONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORKALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TOATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILARSITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENTDETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLEFOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TOTHE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOBSPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FORSLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERSSHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITYAND EQUIVALENT STRENGTH PRODUCT.ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDINGNAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPSAND CONNECTORS AS SPECIFIED HEREIN.
7. TREATED WOOD REQUIREMENTS:-ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,OR NATURALLY RESISTANT TO DECAY.ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, ORPRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTYTO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OFTHE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALLSCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHINGSHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILSPER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULLROUND HEAD, 2" NAIL LENGTH.
FLASHINGFLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGEZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIPSYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGEDRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUMOF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUMOF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALLBE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
GENERAL ROOF ASSEMBLY
2
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE LAYER APPLICATION UNDER TILE ROOF.THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLYWITH THE PROVISIONS OF R905.3 F.B.C.MARKING: EACH ROOF TILE SHALL HAVE A PERMANENTMANUFACTURER'S IDENTIFICATION MARK.APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTENAPPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALLINCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:1. TILE PLACEMENT AND SPACING,2. ATTACHMENT SYSTEM NECESSARY TO COMPLYWITH CURRENT WIND CODE, A. AMOUNT AND PLACEMENT OF MORTART B. AMOUNT AND PLACEMENT OF ADHESIVE C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.3. UNDERLAYMENT4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, ANDSHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D 3161.
FASTENERSFASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALLBE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEEDTHE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL
ASPHALT SHINGLE ROOF SPEC'S
3
A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGESSPAN RATING 48/24 OR BETTER, GLUED AND NAILED
FLOOR SHEATHNG AT 2ND FLOOR
5
R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 m2).
EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NETCLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.
R310.2.3 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOWWELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTALPROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOWWELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
MINIMUM EGRESS WINDOW DETAIL
1'-8" MIN.
2'-0
" M
IN.
3'-8
" M
AX.
FINISH FLOOR
5.7 SQ. FT. CLEAR OPENING
R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE HEAD AND SIDES.
"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING". HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION SUCH AS:- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE-FLUID APPLIED FLASHINGFOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:FMA/AAMA 100FMA/AAMA 200FMA/WDMA 250FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS USED AT THE SILL, ALSOINCORPORATE FLASHINGOR PROTECTION AT THE HEAD AND SIDES
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
PAN FLASHING PER R703.4SCALE: N.T.S.
WALL SHEATHINGWITH HOUSE WRAPOR ZIP SYSTEMWALL SHEATHING
PAPER BACKMETAL LATH
MID WALLWEEP SCREEDOVER FELT STRIPMASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHERFLOOR TRUSS OR GABLEEND TRUSS
FELT ANDWEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OFBUILDING
CORNER BEAD
MITER OUT CORNERBEAD AT MID WALLWEEP SCREED
CAULK CENTER JOINT IN MID WALL WEEP SCREED 2" IN EA.DIRECTION AT CORNER
CORNER OFBUILDING
FULLY EMBED BACK FACEOF WEEP SCREED INCAULK. LET OOZE OUT ATCORNER AND SCREED 2"MIN. WIDTH
WIRE LATHWITH FELTOVER FRAMEWALL
EXPANSION JOINT
EXPANSION JOINT OVERWIRE LATH
DECO. TEXTURE FINISHOVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISHOVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPECONTROL JOINTAMCJM-780 ORAPPROVED EQUALOVER LATH (CUTLATH BEHIND CONTROL JOINT 1/4"MIN. GAP) LOCATEOVER STUD ONLYAND PER NOTE 1
*
* NOTE 1:(AT WOODFRAME ONLY)MAX OF 144 SQ. FT.BETWEEN CONTROLJOINTS. NOT GREATERTHAN 18'-0" O.C. MAXAREA RATIO OFCONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROLJOINT TO LATH WITH18 GA. GALVANIZEDWIRE AT 7' O.C. MAX.
WIRE LATHOVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVERMID WALLWEEP SCREEDOVER FELT STRIPMID WALL
WEEP SCREEDOVER FELT STRIP
MITER OVER SCREED
FELT STRIPOVER BLOCK WALL
BUILDING MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHEREWOOD STUD FRAMING IS ABOVE MASONRY WALLS.
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/RADIANT BARRIER ON ATTIC SIDE
EXTERIOR STUDWALL OR TRUSS
RADIANT BARRIERGLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVERADIANT BARRIER AND HOUSE WRAP.
8"X8"X16" CONC. BLOCK
CONCRETE FOOTING SEEFOUNDATION PLAN FORSIZE AND REINFORCING.
PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.W/ INSULATION (MIN. R4.1)
4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
DECO. CEMENT FINISHPER ASTM C-926
SILL SET IN MORTAR
SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
1X4 P.T. STRIP
VENTED SOFFITSHALL MEET R703.1.2.1SEE TABLE 3 ON S-3
DRYWALL CEILINGPER NOTE 9 INTABLE 1 ON A-6
GRADE
PROVIDE TERMITE TREATMENT WITH "BORA CARE".
SLOPE TO EXTERIOR
ROOF SHEATHING PER SCHEDULE 2/S-3.AND PER NOTES IN TABLE 2 ON A-6
TILE ROOF PER NOTE 4 ON A-6.OR SHINGLE ROOF PER NOTE 3 ON A-6
EMBEDDED STRAP AT EACHTRUSS PER ROOF FRAMING PLAN.
FLASHING AND DRIP EDGE PER NOTESIN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-61X4 P.T. BUCK W. BED OF CONTINUOUS CAULK UNDER
PROVIDE VENTILATIONPER R806.1
8"X8" CONTINUOUSBOND BEAM W/1 #5, GROUT SOLID
WOOD TRUSSES @ 24" O.C. (TYPICAL)DESIGNED BY DELEGATED TRUSS ENGINEER.
2X6 MIN. SUB FASCIA
4"
MIN
.
12"
MIN
.D
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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Num
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WH
HB
HB
MF
1'-4
"1
1'-8
"5
4'-0
"1
'-4
"2
'-0
"
67
'-0
"3
'-4
"
15'-0" 5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
28'-4"
2'-3
"9
'-3
"1
'-6
"
22
'-8
"4
'-4
1/2
"3
'-7
"2
'-8
1/2
"
20
'-8
"1
2'-8
"1
8'-8
"
30
'-8
"1
'-6
1/2
"2
0'-8
"2
'-9
"1
'-9
"1
2'-1
1 1
/2"
ELEV. @ 0'-(-4")
TILE SHOWERRECESS 3-1/2"
16'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER
RUN CONDUIT FOR ELECTRIC AT ISLAND
8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")
STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS
6" X 12" RECESS
METER VERIFY LOC.
PAVERS BY OTHERS
SINK & DISP
RANGE
1'-4
"2
'-0
"
8'-0
"
2'-0" 2'-8" 9'-8" 7'-4" 28'-0"
2'-0
"
AA
A
INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1
8F8-1B SET AR GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0" ADD #5 VERT @ 48" O.C. GROUT ALL SOLID
70
'-4
"
49'-8"
21'-4" 28'-4"
70
'-4
"
14'-2" 14'-2"
F3 W
/ C
URB
RECESS 3-1/2"
F3
F3 W/ CURB
F6
F6A
P P
F3
11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"
21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"
F3
F3
F3
F3
F6A
A
A
A
A
AA
16" SQAURE MASONRY COLUMN W/ (4) #5 VERTICAL
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
OPTIONAL
F3
SAWCUT SLAB PER DETAIL 5/S-3
P
F3
#5 BAR IN GROUTED CELL. 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM
ELEV. @ 0'-(-4")
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
9" 4'-5" 10"
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
DWREF. SPACE
WASHERLT
1'-8
"
FIN. GRADE
#5 DOWEL WITH7" HOOK, EMBED5" MIN.
2 #5 CONT. W/3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
1'-8
"
FIN. GRADE
#5 DOWEL WITH7" HOOK, EMBED5" MIN. BELOWGARAGE FLOOR
2 #5 CONT. W/3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
7 5/8"
.
VARIES WITH SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDEDIN FOOTING DIMENSIONS
2'-1
"
3" CLEAR COVER2 #5
8"
1'-4"
8"X8" CONC. RIBBONW/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
US
ED
TYPE LENGTH WIDTH DEPTH
CONT. 1'-4"
1'-8"
1'-0"
1'-4"
1'-4"
F1
F2
F3
F4
F5
1'-8"
1'-0"
1'-0"
2-#5
SHAPE
WALL FOOTING SCHEDULE
US
ED BOTTOM
REINFORCING
F6
F6A
TE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-4"
0'-8"
0'-8" 0'-8"
0'-8"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
1-#5
ADD CURB TO
GARAGE, SEE
DETAIL
FOUNDATION PLAN
PLAN NOTES:
1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"
2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.
3. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.
4. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING
TO BOND BEAM.
5. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY
EXTEND BEYOND FACE OF WALL.
6. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/
DOOR SUPPLIER.
7. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.
SCALE: 3/16" = 1'-0"
6"
10
"
GRADE
4" CONC. SLAB
(2) #5 RODS CONT.
1'-0"
RECESS
3" CLEAR COVER1 #5
8"
8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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1/4" = 1'-0"
FOUNDATION PLAN
1/2" = 1'-0"
"F3" FOOTING
1/2" = 1'-0"
"F3" WITH CURB AT GARAGE
1/2" = 1'-0"
"F6" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL ENTRY/ LANAI
1/2" = 1'-0"
GARAGE DOOR RECESS1/2" = 1'-0"
"F6A" STEP DOWN
WH
HB
HB
V5
V3
V7
V5A
V3
V5
A2
A1
A1
A1
A1
A1
A1
A1
A2A
EJ5
CJ5C
EJ5
EJ5
EJ5
EJ5
EJ5A
CJ3
CJ1
EJ7
EJ7
EJ7
EJ7
EJ7
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
HJ7
HJ7
A3A
A4A
A5A
A6A
A7A
A8A
A9A
A10A
A11A
A12A
A13A
CJ5J
CJ3H
CJ1
EJ7H
CJ5H
CJ3H
CJ1
HJ7H
B1
CJ5B
CJ3
CJ1
EJ7
EJ7
EJ7
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
HJ7H
J7
B2
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ5A
CJ3
CJ1
CJ5A
CJ3
CJ1
EJ7
EJ7
EJ7
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
HJ7
A3
A4
A5
A6
A7
A8
A9
A10
A11
MF
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT @ 24" OC (LBS)
CONNECTOR FASTENER
161518702430 (1 PLY)2800 (2 PLY)3170 (2 PLY)5005
(1) HTA16-18(1) HTA20 (2)HTA16- 18(2)HTA16 -18(2) HTA20 HTT45
10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx 1/2", EMBED 4"5/8"ø ATR, EPOXY 12"
INSTALL HTA 16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
NOTES:1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON -C/L OF WALL.
2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD.
3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER 10/S-3.
4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS. REV2
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT @ 24" OC (LBS)
CONNECTOR FASTENER
1005201030151285257038555140
(1)MTW16(2) MTW16(3) MTW16(1) HTW20 (2) HTW20(3) HTW20 (4) HTW20
12-10dX1-1/2"12-10dX1-1/2"12-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"
INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
NOTES:1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE.
2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTUCTIONS. REV2
WALL ABOVE WITH BOND BEAM AT TOP
#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING.
'0B' DENOTES "NO REBAR"
8" PRECAST LINTEL
GR
OU
T S
OLID
1'-4"
GR
OU
TE
D
1#5 TOP
1#5 BOTTOM
8F8-1B8F8-0B
8F16-1B/1T
PRECAST LINTEL SCHEDULE
AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
LINTELS BEAR 4" MIN. EACH END
PLAN NOTES:
1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES, SEE LEGEND.
2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES DESIGNED BYA DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3.
3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET.
4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2 ON S-3.
5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 13/S-3.
7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE THIS SHEET.
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER BATH
LAUNDRY
BEDROOM #2
3 CAR GARAGEBATH #2
10'-0" FLAT CEILING
COFFERED CEILING
COFFERED CEILING
FOYER
COFFERED CEILING
8F8
-0B
8F8
-0B
8F8
-0B
8F8-0B 8F8-1B
8F1
6-1
B/1
T
8F8
-0B
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD VER @ 48" O.C. GROUT ALL SOLID.
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOOR-CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
#5 VERTICAL @ DOT LOCATION (48" O.C. MAX) IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
8"X8" CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL. WITH 1 #5 BAR. PROVIDE CORNER BARS PER 8/S-3
CORNER BARS IN BOND BEAM PER 8/S-3
ATTIC ACCESS
EXTERIOR CEILING PER 2/S-3
HIP
HIP
VALLEY
VALLEY
RID
GE
HIP
HIP
HIP
RID
GE
HIP
RID
GE
HIP
HIP
HIP
HIP
RID
GE
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-8" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
ENTRY
POWDER BATH
1-HTA16-18 @ A11
(+3
1.2
-3
3.8
)
(+3
1.2
-3
3.8
)
8F8-1B
(+31.2 -33.8)
8F16-1B/1T8F16-1B/1T
(+2
7.6
-3
1.2
)
1-HTA20 @ A11
1-HTA16-18 TYP.
(+31.2 -33.8) (+31.2 -33.8)
1-HTA16-18 @ A11
WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET ( DRHORTON REQUIREMENT)
1-HTA16-18, TYPICAL
(+3
1.2
-3
3.8
)
1-HTA16-18, TYPICAL
(+3
1.2
-3
3.8
)
STUD BEARING WALL, 2X4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"X6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
2-MTW16, TYP.
8F8-0B
(+31.2 -41.8) (+31.2 -33.8)
8F8-0B 8F8-0B
(+27.6 -31.2)
(+26.4 -29.4)
(+31.2, -33.8) WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR (Vasd= 124 MPH, RICK CAT II, ENCLOSED, kd=0.85, H <30')
(+31.2 -33.8)
1-HTA16-18 @ A13A
1-HTW20 @ A13A
8F8-1B, BOTTOM @ 8'-8" W/ COURSING TO 8X8 BOND BEAM W/ 1#5, TOP @ 10'-8"
12
S-3
11
S-3
1
S-4
8X8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH 1 #5 BAR, PROVIDE CORNER BARS PER 8/S-3
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 10'-8"
= INTERIOR BEARING
@ 10'-0"
ROOF SHEATHING
8d RING SHANK @ 6" O.C.
16d NAILS @ 8" O.C.
2" X () BLOCKING W/ BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
K:\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\M
OD
ELS
\2344 E
STAND
ARD
\REVIT
\2344 E
.rvt
S-2
ROOF FRAMING PLAN
# 2
344
E
MO
DEL
BGN
09/15/19
AD
DRS:
Ent
er
addre
ss h
ere
Pro
ject
Num
ber
1/4" = 1'-0"
ROOF FRAMING PLAN
TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE JOB# MASTER DATED: 01/29/18 REVISED: NONE