HomeMy WebLinkAbout1807 Peach Ave - BR24-001117 (new sfh) aCOVER
SHEET
C S
N.T.S.LP HANDYMAN LLCLOT 3 PEACH AVENUESanford, Fl. 32771REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
LOT #3 PEACH AVENUE
E1
FLOOR PLAN
ELECTRICAL & LINTEL PLAN
CS COVER SHEET
A1
INDEX OF DRAWINGS:
A2 ELEVATIONS
FOUNDATION PLANA0
D1 DETAILS
D2 DETAILS
Phone: 407-947-7549
KLP SDS DESIGN SERVICES
Tim Perry
235 S. Maitland Avenue, Suite 216
Maitland, Florida 32751
2023 FLORIDA BUILDING CODE 8th EDITION, BUILDING
NATIONAL ELECTRICAL CODE 2017
2023 FLORIDA BUILDING CODE 8th EDITION, PLUMBING
2023 FLORIDA BUILDING CODE 8th EDITION, MECHANICAL
2023 FLORIDA BUILDING CODE 8th EDITION, ENERGY CONSERVATION
2023 FLORIDA BUILDING CODE 8th EDITION, RESIDENTIAL
REFERENCED BUILDING CODES:
DESIGN LOAD REQUIREMENTS:
CONSTRUCTION TYPE V-B
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF THE 2023 FLORIDA BUILDING
CODE RESIDENTIAL 8TH EDITION ASCE 7-16
1. DESIGN WIND SPEED - V asd108MPH/ V ult - 140MPH
2. RISK FACTOR II
3. WIND EXPOSURE - CATEGORY (C)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-16) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.26)
5. COMPONENTS AND CLADDING : PER FBCR 2023 8TH EDITION R301.2(2)
SEE WINDOW AND DOOR REQUIREMENTS
Pedro L. Medina, P.E.
Professional Engineer
Fl. P.E. # 73579
pedro@prodcfl.com
Phone: 407-947-7549
a) Uninhabitable attic without storage: 10psf,
b) Uninhabitable attic with limited storage: 20psf,
c) Habitable attics and attics served with fixed stairs: 30psf,
d) Balconies (exterior) and decks: 60psf,
e) Guards and handrails: 200psf,
f) Guard in-fill components: 50psf,
g) Guards and handrails: 200psf,
g) Passenger vehicle garages: 50psf,
h) Rooms other than sleeping room: 40psf,
i) Sleeping rooms: 30psf,
j) Stairs: 60psf.
M1 MECHANICAL PLAN
P1 PLUMBING PLAN
S1 TRUSS LAYOUT AND FRAMING PLAN
SP SITE PLAN
Sanford, Fl. 32771
NORTH6" THICK CONCRETE APRON4" THICK CONCRETE DRIVE(2,500 PSI MIN.)(3,500 PSI MIN.) WATER METER1" SCHED 40 WATER LINE-3" TO -6"
R1
3' wide
1.5'1.5'
CL
GRADE
SITE
PLAN
SP
1" =10'LP HANDYMAN LLCLOT #3 PEACH AVENUESanford, Fl. 32771REVISIONSJOB NO.
P9858
DRAWN BY:
TKP
DATE:
02/18/2024
SCALE:
KLP DESIGN SERVICES
WASHDRYERAHU12x12 R/ACLCLR1CLR1CLR115 SEER MIN. ACU R1LEGAL DESCRIPTION: (AS FURNISHED)
LOT 3. BLOCK 8, PINE LEVEL. ACCORDING TO THE PLAT THERE OF
AS RECORDED IN PLAT BOOK 6. PAGE(S) 36 OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY. FLORIDA.
BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 3, BLOCK 8, BEING WEST, ASSUMED
SUBJECT PROPERTY SHOWN HEREON
APPEARS TO BE LOCATED IN FLOOD ZONE X.
AREA OUTSIDE OF THE 100 YEAR
FLOODPLAIN.
PER F.I.R.M. PANEL NUMBER 12117C 0070F
LAST REVISION DATE 09/28/07
THIS SITE PLAN IS NOT A SURVEY
THIS SHEET IS FOR HOUSE PLACEMENT ONLY
KLPSDS IS NOT RESPONSIBLE FOR ANY CIVIL
INFORMATION OR SETBACK REQUIREMENTS
CONTRACTOR TO VERIFY ALL SITE INFORMATION
WITH OTHERS PRIOR TO CONSTRUCTION
101.8' F.F.E.
100.
0'
E
L.
X
100.
0'
E
L.
X
FOUNDATION
PLAN
STEP DOWN THICKENED EDGE
REBAR EACH WAY
24X24X12 W/ 3#5 S'
11A
14
1 #5 CONT
8"
6" X6" P.T. POST
TYPICAL COLUMN PAD
16"
24"
ABE66
MONOLITHIC THICKENED EDGE
10 8" X 8"
12" MIN.
GRADE
8"
1 #5 CONT
8"
8"x16" CONC. BLOCK
#5 DOWEL W/ LAP 25" MIN.LAP
ASSUMED GRADE
2 #5 BARS MIN 25" LAP
CLEAN, COMPACTED
TERMITE TREATED
1
FILL
BARRIER
6 MIL VAPOR
16" X 20"
FOOTING DETAIL
SINGLE STORY BLOCK
16"
12" MIN
OR FIBERMESH
TYP. CONC.SLAB W/ 6x6, 10/10 W.W.M.
8" MIN
4"
3" MIN LAP 2'-1"MIN. DOWEL (1)#5 REBAR CONT.
8" CMU TYP.
8"
VARIES
BARRIER
16"
SINGLE STORY
TYP. WALL SECTION
(2) #5 RE-BAR W/
25" MIN. LAPTERMITE TREATED
CLEAN, COMPACTED
FILL
6A
INTERNAL BEARING STEP DOWN
6 MIL VAPOR
4" MIN.
3#5 S' EACH
15. NO WOOD GRADE STAKES ALLOWED
BOND BEAM MAX 10" FROM FINISHED FLOOR
14. ANY CMU WALL ABOVE 12'-0" MUST HAVE ADDITIONAL CONT.
3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE
1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE
12" BELOW FINISH GRADE FOOTING
ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES)
SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN
6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
OR 6X6 10/10 WWM OVER 6MIL VAPOR BARRIER OVER
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318.
5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM
CLEAN COMPACTED TERMITE TREATED SOIL.
4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH
IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD
AND 1 #5 HORIZONTAL @ 24" O.C. IN U-BLOCK
GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX
2. IF STEM WALL EXCEEDS 48", FILL ALL CELLS WITH
GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX.
7. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH
CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE
FOUNDATION/MASONRY NOTES
AN OPENING
ADD CORRUGATED (GALV.) WALLTIES.
32" O.C. HORIZONTAL SPACING 18" O.C. VERTICAL SPACING
6' O.C. MAX. AND AT EACH SIDE OF
8. TYPICAL- FILLED CELL WITH 1#5
10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY
SLAB/FOOTING WITH 6" EPOXY EMBEDMENT MIN 25" LAP
12. IF J-BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR
13. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP
11. IF FILLED CELL WITH 1#5 IS MISSED RETRO 1#5 IN
9. EXTENDED FOOTING 4" FOR 4" BRICK/STONE VENEER
CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED
BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING
ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION.
PLUMBING NOTES
1. COMPLY WITH 2023 FLORIDA PLUMBING CODE AND ALL OTHER
LOCAL CODES
2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES.
3. PROVIDE A MINIMUM PITCH OF 1/8" AT ALL HORIZONTAL
BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE 1/4"
FALL.
4. PROVIDE A CLEANOUTS AT THE BASE OF EACH SOIL AND WASTE
STACK.
5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS.
6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE
W/ TRAP.
7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING
FIXTURES.
8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE
BIBS.
9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE
LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER
VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT
BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN
(10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT
LEAST TWO (2) FEET ABOVE THE TOP OF SUCH.
10.WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING
VALVES ARE UTILIZED. (WASHING MACHINES, DISHWASHER, ICE
MAKER)
FOUNDATION PLAN
DESIGN REQUIREMENTS:
A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES,
DECKS, STAIRS, LIVE LOAD IS 60 PSF.
B. ROOF LIVE LOAD IS 30 PSF
CONSTRUCTION TYPE V-B
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF THE 2023 FLORIDA
BUILDING
CODE RESIDENTIAL 8TH EDITION ASCE 7-16
1. DESIGN WIND SPEED - V asd 108MPH/ V ult - 140MPH
2. RISK FACTOR II
3. WIND EXPOSURE - CATEGORY (C)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-16)
ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.26)
PER FBCR 2020 7TH EDITION R301.2(3)
5. COMPONENTS AND CLADDING : PER FBCR 2023 8TH
EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS
A - 0
1/4" = 1'-0"
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
MONO FOOTING DETAIL @ GARAGE
TERMITE TREATED
3
FILL
16" X 20"
16"
SINGLE STORY BLOCK
2 #5 BARS MIN 25" LAP
CLEAN, COMPACTED
TYP. CONC.SLAB W/ 6x6, 10/10 W.W.M.OR FIBERMESH
BARRIER6 MIL VAPOR
12" MIN
8" MIN
VARIES
5/8" x 6" WEDGE
VARIES
INTERNAL BEARING STEP DOWN
6
TERMITE TREATED
CLEAN, COMPACTED
8"
SINGLE STORY
16" X 8"
6 MIL VAPOR
BARRIER
25" MIN. LAP
(2) #5 RE-BAR W/
ANCHOR BOLTS 32" O.C.
TYP. WALL SECTION
16"
ASSUMED GRADE
2x4 STUDS 16" O.C.
CONTINIOUS2x4 P.T. BOTTOM PLATE
1/2" DRYWALL
TYP. CONC.SLAB W/ 6x6, 10/10 W.W.M.OR FIBERMESH LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771 15 seer ACUWASH
AHU
3 TON
DRYER
A0
14
RECESS 3/4"
A0
3
A0
3
A0
3
A0
6
A0
1
3" PVC CHASE
A0
6
A0
1
A0
11A
A0
10
A0
10
A0
11A
A0
6A
4" THICK CONCRETE SLAB (2500#PSI)
W/ FIBER MESH OR 6x6 10/10 WWM
OVER 6MIL VAPOR BARRIER OVER
CLEAN COMPACTED TERMITE
TREATED SOIL
A0
1
A0
1
A0
1
A0
14
25SHEGRESS25 SHEGRESSHALL BATH
W.I.C.
BEDROOM
MASTER
ABEDROOM #2
9'-4" CLG.BATH &SHOWERH.C.BATH
15 seer ACU24SHLIVING ROOM 25SHEGRESSC
10'-0" X 8'-0" O.H.D.
ATTIC
ACCESS
GARAGE
WASHAHU3 TONDRYER
1 3/8"SOLIDCOREREF.RANGE/OVEN DWSINKDINING AREA
9'-4" CLG.
6068 B.P.LINENBEDROOM #3 AAAPANTRYAPR 25 SH
FRONT PORCH
9'-4" CLG.
9'-4" CLG.W/ AUTO CLOSER1/2" DRYWALL6068 B.P.
9'-4" CLG.
9'-4" CLG.
2868 BARN DR.
9'-4" CLG.
9'-4" CLG.
9'-4" CLG.
9'-4" CLG.1/2" DRYWALLB6068 SGDKITCHEN
9'-4" CLG.BEARING WALL22 X 36BATH &SHOWER2068 B.F.
FLOOR
PLAN
A - 1
1/4" = 1'-0"
LIVING FLOOR AREA 1,420 S.F.
FRONT PORCH 87 S.F.
TOTAL SQ FT 1,844 S.F.
GARAGE 337 S.F.
JOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
AREA TABULATIONS
FLOOR PLAN GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108
OR TAS202. FBCR 2023 8TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OREXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSFC
A
2020/140 MPH EXTERIOR
WINDOW REQUIREMENTS
EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE
REQUIREMENTS
OF R301.2(2) OF THE FLORIDA BUILDING CODE 2023 RESIDENTIAL 8TH
EDITION
EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING
EXTERIOR
WNDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED
INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA
OR OTHER
APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO
INDICATE
COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING
SPECIFICATION:
WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97
COMPONENTS AND CLADDING MUST MEET REQ.
OF +35.3 PSF/ -47.2 PSF
2020/140 MPH EXTERIOR
DOOR REQUIREMENTS
EXTERIOR DOORS
SHALL BE CAPABLE OF WITHSTANDING POSITIVE
AND
NEGATIVE WIND PRESSURES AS DETERMINED
BY FBCR301.2(2)
EXTERIOR DOORS MUST BE MEET OR EXCEED
MIN REQ. OF +33.7 PSF/ -36.7 PSF
B
DESIGN REQUIREMENTS:
A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES,
DECKS, STAIRS, LIVE LOAD IS 60 PSF.
B. ROOF LIVE LOAD IS 30 PSF
CONSTRUCTION TYPE V-B
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF THE 2023 FLORIDA
BUILDING
CODE RESIDENTIAL 8TH EDITION ASCE 7-16
1. DESIGN WIND SPEED - V asd 108MPH/ V ult - 140MPH
2. RISK FACTOR II
3. WIND EXPOSURE - CATEGORY (C)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-16)
ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.26)
PER FBCR 2023 8TH EDITION R301.2(3)
5. COMPONENTS AND CLADDING : PER FBCR 2023 8TH
EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771
ELEVATIONS
A - 2
R806.2 Minimum vent area.
The minimum net free ventilating area shall be 1/150 of the area of the vented space.
TOTAL AREA OF ROOF TO BE VENTED - 1,844 SQ. FT./ 150= 12.29 SQ. FT. REQUIRED
TOTAL VENTILATION PROVIDED- 43.00 SQ.FT. OF CLEAR VENTILATION
(4)-1 X 4 OFF RIDGE VENTS - 4 X 1.75 SQ. FT. = 7.0 SQ. FT. OF CLEAR VENTILATION
VENTED SOFFIT- 120 LN. FT. X 12"= 120 SQ. FT. @ 30% OF CLEAR VENTILATION= 36 SQ.FT.
1/4" = 1'-0"LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
RIGHT ELEVATION
SHINGLE ROOF
0'-0" A.F.F.
9'-4" BEARING
O.H.
FIBERGLASS ASPHALT
8'-0" LINTEL
O.H.
5
12
5/8" STUCCO
5
12
SHINGLE ROOF
0'-0" A.F.F.
9'-4" BEARING
O.H.
FIBERGLASS ASPHALT
8'-0" LINTEL
FRONT ELEVATION
5
12
SHINGLE ROOF
0'-0" A.F.F.
9'-4" BEARING
O.H.
FIBERGLASS ASPHALT
8'-0" LINTEL
REAR ELEVATION
O.H.
5/8" STUCCO
5
12
SHINGLE ROOF
0'-0" A.F.F.
9'-4" BEARING
O.H.
FIBERGLASS ASPHALT
8'-0" LINTEL
LEFT ELEVATION
O.H.O.H.
5
12
5/8" STUCCO5/8" STUCCO
5/8" STUCCO 5/8" STUCCO
O.H.O.H.
ELECTRICAL
& LINTEL
PLAN
Rebar provided in precast lintel per ASTM A615 GR60.
minimum net area compressive strength = 1900 psi.
Concrete masonry units (CMU) per ASTM C90 w/
f'c grout = 3000 psi w/ maximum 3/8" aggregate.
f'c precast lintels = 3500 psi.
f'c prestressed lintels = 6000 psi.
longer with a nominal height of 8" meet or exceed L/180.
Bottom field added rebar to be located at the bottom of the lintel cavity.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
Installation of lintel must comply with the architectural and/or structural drawings.
vertical cell reinforcing and grouting.
7/32 wire per ASTM A510.
Shore filled lintels as required.
Prestressing strand per ASTM A416 grade
Mortar per ASTM C270 type M or S.
Provide full mortar head and bed joints.
Cast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units.
7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
For composite lintel heights not shown, use safe load from next lower height.
The designer may evaluate concentrated loads from the safe load tables by
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
Safe loads are total superimposed allowable load on the section specified.
Additional lateral load capacity can be obtained by the designer by providing
All safe loads in units of pounds per linear foot.
addional reinforced masonry above the precast lintel.
Safe loads based on grade 40 or grade 60 field rebar.
lintels must be reduced by 20% if bearing length is less than 6-1/2".
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
Safe loads for all recessed lintels based on 8" nominal bearing.
USAFE LOAD TABLE NOTES
Field rebar per ASTM A615 GR40 or GR60.
9.
8.
7.
6.
5.
4.
3.
N.R. = Not Rated.2.
1.
7.
5.
9.
8.
6.
7.
4.
3.
2.
UGENERAL NOTES
1.
8.
2.
5.
270 low relaxation.
6.
4.
3.
UMATERIALS
1.
A DIVISION OF FLORIDA ENGINEERED
CONSTRUCTION PRODUCTS CORPORATIONP.O. Box 24567 Tampa, Florida 33623
HIGH STRENGTH PRECAST AND PRESTRESSED
CONCRETE LINTELS AND SILLS
Phone: 813-621-4641
(2) 7/16" Diameter Prestressing Strands.
U-Precast Lintel (8"X16" composite)
Total Allowable Superimposed Load - Pounds Per Linear Foot
(P.S.) represent precast lintels prestressed using
5'4"4'0"L-5
14'0"12'8"L-15
L-17 (P.S.)
L-18 (P.S.)
L-19 (P.S.)
L-22 (P.S.)
L-20 (P.S.)
L-21 (P.S.)
L-16 (P.S.)
Note:
20'0"18'8"
22'8"
20'8"21'4"
24'0"
16'0"
14'0"
18'0"
13'4"
17'4"
19'4"
14'8"
15'4"
9'4"8'0"L-10
10'0"
9'2"
12'0"
11'2"L-13
L-14
L-11
L-12
12'6"
13'4"
10'6"
11'4"
6'2"
5'2"
4'6"
7'0"
L-8
L-9
L-7
L-6
7'6"
8'4"
6'6"
5'10"
Mark No.
SpanSpan
1'6"
3'2"
2'8"
2'2"
L-3
L-4
L-2
L-1
4'0"
4'6"
3'6"
2'10"
Nominal
Clear
Total
Lintel
46494546 4753
6790 70152'-4"D-2 2'-8"
D-4
D-3
D-7
D-6
D-9
D-8
D-5
13891356 1421
801
1250
1063
954
1104
1512
1437
980 1017
740
880 913
775
1153
1019
1395
1326
1197
1057
1448
1376
3042
1832
1507
1628
2319
2009
2666
4212
3538
22672215
1554
1438
1749
1918
1591
1473
1936
1790
2908
2548
4028
3382
2975
2607
3460
4120
4'-0"4'-4"
6'-4"
8'-4"
5'-4"
6'-0"
8'-0"
5'-0"
3'-0"
3'-4"
2'-10"
2'-8"
3'-0"
2'-6"
4956 4049
2650
2026
3138
2755
2078
3267
6018
5391
6320
6124
5432
6539
D-1
No.
Mark
(2)#5 T & B
12867
6033
8871
7178
Filled
C D
6868
5772
12374
8488
7023
5902
8680
12591
(1)#5T(2)#5B
Filled
(1)#5 T&B
E
2" Recessed Door Headers
(8"x14", Composite)
Total Allowable Superimposed Load - Pounds Per Linear Foot
DoorNominal
Span
2'-4"
Clear
Width
2'-0"
Size
Filled Filled
B
7980
(0)#5B,(1)#5T
C
8199
(1)#5T(1)#5B
7168
4198
2855
2130
3340
6288
5631
6642
Filled
D
8426
(1)#5B,(2)#5T
ELECTRICAL PLAN
SECURITY SYSTEM
PUSH BUTTON-CHIME
PUSH BUTTON-GARAGE DR OPENER
SWITCH ACTIVATED RECEPTACLE
DUPLEX RECEPTACLE 110/120
DEDICATED RECEPTACLE
WEATHER PROOF SWITCHSDDIMMER SWITCH
4 WAY SWITCH
TSS4SWPTIME SWITCH
CH
T THERMOSTAT
CHIMES
T TIMER RELAY
PADDLE FAN
GARAGE DOOR OPENER
SMOKE DETECTORS/D
TV
HEAT LAMP/ EXHAUST FAN COMBO
RECESSED FLUORESCENT FIXTURE
SURFACE MOUNT FLUORESCENT FIXTURE
TRACK LIGHTING FIXTURE
J
MOTION FLOOD LIGHT
JUNCTION BOX
S3SSWITCH
EXHAUST FAN
3 WAY SWITCH
SURFACE MOUNTED LIGHT
RECESSED VAPOR PROOF LIGHT
RECESSED HIGH HAT
WALL MOUNTED LIGHT
VP
DEDICATED DISCONNECT PANEL
MAIN DISCONNECT PANEL
M
INTINTERCOM
ELECTRIC METER
BREAKER PANEL
TELEVISION JACK
TELEPHONE JACK
ROUTED WIRE
GROUND FAULT RECEPTACLE
WEATHER PROOF RECEPTACLE
QUADRUPLEX RECEPTACLEGFIWP
220-VOLT RECEPTACLE
FLOOR RECEPTACLE
CARBON MONOXIDE DETECTORCO2
CAT 5 CAT 5PUSH BUTTON-G. DISPOSAL
CHANDELIER JB J-BOX
GENERAL ELECTRICAL NOTES
THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED
TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY.
THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS
RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND
INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/17. THE ELECTRICAL
CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING ROOMS TO BE "AFCI" PROTECTED
PER ARTICLE 210.12 NEC2017, GROUND-FAULT CIRCUIT INTERRUPTER FOR PERSONAL 210.8 BONDING OF OTHER
SYSTEMS 250.96, AND TO HAVE TAMPER-RESISTANT RECEPTACLES. ALL SMOKE DETECTORS & CARBON-MONOXIDE
DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS.
ALL WIRING TO MEET OR EXCEED THE 2017 NATIONAL ELECTRICAL CODE
METER AND PANEL BASE
G
20' OF #4 BARE COPPER
TO FOOTING STEEL
6' MIN.
15 GFI30 ACU 1
3
5
7
GFI
#4 COPPER GRND
#4 COPPER GRND
TO TRANSFORMER
DISC
3-2/O COPPER W/ 1 #4
COPPER GRND & 2 1/2" PVC
INTERIOR
PANEL
22,000 AIC
AMP
120/240 V
NEMA 3R
42 CRKT.
2- 3/4" X 10' COPPER CLAD
DRIVEN GROUND RODS
A150
150
300
E1
1/4" = 1'-0"
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771 15 seer ACUWASH DRYERS
M150A &
METER
BASE
MAIN
DISC.
@42"SS@42"S@42"
TV
@60"SSSL - 8
C
GFI/WP D - 5
C
TV
@60"
L - 12
CSL - 8
C
GFI/WP SPENDANT
GFI GFI GFISSSS GFI/WP
L - 4
C
GFI
GFIGFIGFIGFI
GFIGFISSSVP
S3STV
S/D SSTV
@60"
L - 4
CSSGFIS
S/D
TV
L - 4
C
L - 4
C
AHU
3 TON
L - 7
C
L - 10
C
L - 4
C
VP
S/D
S/D
CO2
MECHANICAL
M1
1/4" = 1'-0"
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
AHU
REFRIGERANT LINES
PRIMARY CONDENSATE
SUPPLY
AIR DUCT
DRAIN LINE. SEE
PLANS FOR
TERMINATION
ROOF
RETURNAIR DUCT
AHU SUPPORT BASE SIZE TO FITRETURNAIR DUCTAHU DETAIL
SCALE = N.T.S.
PROVIDE AS CPVC OR COPPER
PREMANUFACTURED
VENT CLEANOUT WITH
12" EXTENSION
FLOAT SWITCH IN
AIR HANDLING UNIT
CONDENSATE DRAIN
PAN
SECONDARY DRAIN LINE TO
DISABLE AHU SHOULD
SECONDARY DRAIN LINE
ACCUMULATE WATER. NOT
REQUIRED IF A SECONDARY
DRAIN PAN IS USED.
PIPE WITH
THREADED CAP
AT END.
SLIP-FT (NOT SCREW)
CAP WITH DRILLED
HOLE TERMINATE VENT
CLEANOUT AT LEAST
1" ABOVE FLOAT
SWITCH TRIPPING
HEIGHT, IN
SECONDARY DRAIN.
2"
TRAP AT LEAST 3"
DEEP. WITH
CLEANOUT IS
ACCEPTABLE.
WITHIN PLENUM RETURN
MECHANICAL CLOSET.
4"
CONDENSATE TRAP DETAIL
SCALE = N.T.S.
HVAC GENERAL NOTES
1.ALL SIZES ARE IN INCHES UNLESS OTHERWISE NOTED.
2.ALL DUCT SIZES ARE INSIDE CLEAR DIMENSIONS.
3.ALL EQUIPMENT AND DUCTWORK SHALL BE SUPPORTED
ACCORDING TO SMACNA STANDARDS.
SUPPLY AND RETURN DUCTWORK SHALL BE FIBERGLASS4.
MIN. R-6.5 TO COMPLY WITH 2023 FLORIDA ENERGY CODE.
ALL FIBERGLASS DUCT TO BE SEALED WITH GLASS FAB
AND MASTIC.
OUTSIDE AIR AND EXHAUST DUCTS TO BE METAL.5.
(GALVANIZED OR ALUMINUM - WALL CAPS MAY CONTAIN
PLASTIC HOUSING AND/OR BACKDRAFT DAMPER)
INSULATE DIFFUSER BACK AND NECK WITH R-6.0 BATT6.
INSULATION, SEAL FLEXIBLE DUCT CONNECTION
WITH GLASS FAB AND MASTIC.
CONDENSATE PIPING TO BE 3/4" SCHEDULE 160 PVC 7.
UNLESS OTHERWISE NOTED.
MOUNT THERMOSTATS AT 4'-4" A.F.F.8.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE9.
FLORIDA MECHANICAL CODE 2023 AND
2023 FLORIDA ENERGY CODE.
SUCTION REFRIGERANT PIPING TO BE INSTALLED WITH10.
MIN. 3/8" THICK CELLULAR RUBBER ARMAFLEX.
ALL EQUIPMENT TO BE INSTALLED WITHIN MANUFACTURER'S 11.
SPECIFICATIONS AND SERVICE CLEARANCE REQUIREMENTS.
GALV. RIGID DUCT TO EXTERIOR
W
SPEC.DUCT SIZE
NOTES:
1.
2.
3.
BACKDRAFT DAMPER FOR BATH EXHAUST
USE.
PRIME COAT AND PAINT TO MATCH ROOF COLOR.
PROVIDE FLASHING AND COUNTER FLASHING.
PROVIDE BIRD SCREEN AND OMIT
EXHAUST ROOF CAP DETAIL
SCALE = N.T.S.
AT THE JOINING OF
THE PIPE AND THE
COLLARED ROOFCAP
CONNECT DUCT
INSIDE COLLAR AND
SEAL WITH FOIL
BACKED TAPE
SLOPED ROOF
CAULK WEATHER TIGHT
GALV. STEEL OR
ALUMINUM DUCT
MADE WATERTIGHT.
STIFFENERS MAY BE
DUCT S
I
Z
E
+25%
DUCT S
I
Z
E
SCALE = N.T.S.
MECHANICAL DETAILS
N.T.S.
MECHANICAL PLAN LP HANDYMAN LLCPEACH AVENUESanford, Fl. 327711 1/30/23 15 seer ACUWASH DRYER
5 X 8 SA
75 CFM'S
4" DIA. R-6
50 CFM E.F.
5 X 8 SA
75 CFM'S
4" DIA. R-68x10
150 CFM
6" DIA. R-6
12x12 R/A
10" DIA. R-6.5
AHU
3 TON
20x20 R/A
12x12 R/A
10" DIA. R-6.5
8x10 SA
200 CFM
7" DIA. R-6
6 X 10 SA
100 CFM'S
4" DIA. R-6
50 CFM E.F.
10x10 4-way
180CFM
7" DIA. R-6
8x16 SA
250 CFM
8" DIA. R-6
12x12 R/A
12" DIA. R-6.5
1 1/30/23 12" DIA. R-6.5
RANGE
HOOD VTR
8x10 SA
200 CFM
7" DIA. R-6
8x10
150 CFM
6" DIA. R-6
DVTW
SECTION 905 VENT CONNECTIONS AND GRADES
905.1 Connection.
All individual, branch and circuit vents shall connect to a vent stack, stack vent, air admittance valve or extend to the open air.
905.2 Grade.
All vent and branch vent pipes shall be so graded and connected as to drain back to the drainage pipe by gravity.
905.3 Vent connection to drainage system.
Every dry vent connecting to a horizontal drain shall connect above the centerline of the horizontal drain pipe.
905.4 Vertical rise of vent.
Every dry vent shall rise vertically to a point not less than 6 inches (152 mm) above the flood level rim of the highest trap or trapped fixture being vented.
Exception: Vents for interceptors located outdoors.
905.5 Height above fixtures.
A connection between a vent pipe and a vent stack or stack vent shall be made at not less than 6 inches (152 mm) above the flood level rim of the highest
fixture served by the vent. Horizontal vent pipes forming branch vents, relief vents or loop vents shall be located not less than 6 inches (152 mm) above the
flood level rim of the highest fixture served.
905.6 Vent for future fixtures.
Where the drainage piping has been roughed-in for future fixtures, a rough-in connection for a vent shall be installed. The vent size shall be not less than
one-half the diameter of the rough-in drain to be served. The vent rough-in shall connect to the vent system, or shall be vented by other means as provided
for in this chapter. The connection shall be identified to indicate that it is a vent.
MECHANICAL
P1
1/4" = 1'-0"
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771WC TUB
TO SEWER LATERAL
4"
LAV
2" VTR2" WCO
3"WC
TUB
LAV
2"VTR
2"
SINK
2"
2"
2" WCO
4"
4 TWO-WAY SANITARY
CLEAN OUT @ GRADE
4" PVC ( MEETING ASTM D3034 MIN.
STANDARDS )
2"3"
2"
2"
2"2"
3"
LAV
3"VTR
2"
3"
3"
3"3"
3"
2"
2"
2"
LAV
4 TWO-WAY SANITARY
CLEAN OUT @ GRADE
4"
2"
2"VTR
WASHING
MACHINE
2"
2"
4"
4"
WC TUB
3"
LAV
TO SEWER LATERAL
2"
2"VTR
2"
3"
WCSHOWER2"
2"
3"
3"VTR
2"VTR
SINK
2"
2"
2"
2"WCO
4"
3"3"
3"
3"
LAVLAV
3"
2"WCO
3"
3"
2"
2"2"2"
2"
2"
TRUSS
LAYOUTTRUSS LAYOUT & FRAMING PLAN
STUDS AND 1- HTT5ATO SLAB/ BOND BEAM
2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE
24-16d
4
3
2
22-10d/ 5/8" ANCH.
32-16d/ 5/8"ANCH.
48-10dx1 1/2
18-16d/ 5/8"ANCH.
12-16d/ 5/8"ANCH.
28-16d-
-
-
-
-
FRAME
C.M.U.
C.M.U.
FRAME
FRAME
2500#
FASTENERS
2- HETA20'S GIRDER TO BOND BEAM
H/I
WITH 5/8" THREADED ROD
MGT TO INVERTED HTT22 ON POST
MGT TO BOND BEAM
3500#
LOADS
UPLIFT
1680#
2900#
MIN 2" SIDE COVER TO EDGE OF SLAB
ABU44/ABU66 POST TO SLAB/ BOND BEAM
2-MTS12's BEAM TO POST1
CONNECTORS
Strong-TieSIMPSON
SIMPSON Strong-Tie
CONNECTORS
WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12
WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20
WOOD TRUSS TO WOODTRUSS = (1) HUS26
* UNLESS OTHERWISE NOTED
CONVENTIONAL FRAMED JOINTS = (1)- A35A
2-PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20
GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS20(2-PLY)
WOOD GIRDER TO WOOD GIRDERTRUSS2PLY TYPICAL = (1) HGUS48
U-595#
R- 7890#
U-840#
U- 1390#
U-1680#
LOADS
U-1810#
U-2500#
FASTENERS
10-10dx1 1/2
14-10dx1 1/2
14-16d
28-16d
12-16d
58-16d
12-8dx1 1/2
U- 3415#
R- 10000#
R-595#
FOR MISSED (1)HETA20 USE (1) HTSM16
(3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 OR (3)- CS16 STRAPS
SYP SPF
U-730#
U-1460#
1-U-1175#1- U-1020#
2-U-2000#2- U-1800#
4-1/4" X 2 1/4" TAPCONS
& 10 - 10D'S PER STRAPFOR MISSED (2)HETA20 USE (2) HTSM16
U-510#
R-510#
CONVENTIONAL FRAMING SPECS.
CF
1- MTS12/ H25.A RAFTER TO BRG.
1- A35A CLIP RAFTER TO RIDGE
1- H2.5A RAFTER TO HEEL PURLIN
TO TRUSS / RAFTER BELOW
2- 1/4" X 5" WOOD LOC SCREWS HEEL PURLIN
2- 2" X 6" SPRUCE PURLINS
2" X 6" SYP #2 JOISTS 24" O.C.
2" X 6" SYP #2 RAFTERS 24" O.C.
2" X 8" SYP #2 RIDGE, HIP & VALLEY
DESIGN REQUIREMENTS:
A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES,
DECKS, STAIRS, LIVE LOAD IS 60 PSF.
B. ROOF LIVE LOAD IS 30 PSF
CONSTRUCTION TYPE V-B
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF THE 2023 FLORIDA BUILDING
CODE RESIDENTIAL 8TH EDITION PER ASCE 7-16
1. DESIGN WIND SPEED - V asd 108MPH/ V ult - 140MPH
2. RISK FACTOR II
3. WIND EXPOSURE - CATEGORY (C)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-16) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.26) PER FBCR 2023 8TH EDITION R301.2(3)
5. COMPONENTS AND CLADDING : PER FBCR 2023 8TH EDITION R301.2(2)
SEE WINDOW AND DOOR REQUIREMENTS
S1
1/4" = 1'-0"
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
LP HANDYMAN LLCPEACH AVENUESanford, Fl. 327711- HETA20 (TYP.)
EJ7 EJ7
A3
A2
CJ1
CJ3
CJ1 CJ3
CJ5
CJ5
H
J
7
3
3
EJ7 EJ7 EJ7 EJ7 EJ7 EJ7
CJ1
CJ3
CJ1CJ3
CJ5
CJ5 HJ7A1
A4
A5
A5
A5
A5
A5
A5
A5
A5
A5
A5
A5
EJ7
1- H2.5A (TYP.)
EJ7 EJ7
A9
CJ1
CJ3
CJ1 CJ3
CJ5
CJ5
HJ73
3
EJ7 EJ7 EJ7 EJ7 EJ7 EJ7
CJ1
CJ3
CJ1CJ3
CJ5
CJ5 HJ7A1
EJ7
A6
A6
A6
A6
A6
A7
A8
ODD SPACE
CJ1
CJ3
CJ1CJ3 HJ4
CF
EJ7 EJ7EJ7
1- HETA20 (TYP.)
1- HETA20 (TYP.)
1- HETA20 (TYP.)
1- HETA20 (TYP.)
1- HETA20 (TYP.)
1- MTS12 (TYP.)
1- MTS12 (TYP.)
3
3
3
HUS28-2
HUS26 (TYP.)
EJ3
EJ3
EJ3
2 2
HUC48
HUC5.583- 2 X 10 SYP#2
3- 2 X 10 SYP#2
W/ 6 X 6 P.T POSTW/ 6 X 6 P.T POST
DETAILS
2 2 29'-8"(2) 2"X12"
AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS.
** ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE
THREE12"2x6 SOUTHERN PINE
2x8 SOUTHERN PINE
2x8 SOUTHERN PINE
2x8 SPRUCE FIR
2x8 SPRUCE FIR
16"
12"
12"
16"
THREE
THREE
THREE
THREE
SP4 OR USP SPT4 @ EA. JACK STUD.
NOTED ON THE ROOF PLAN.
* SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON
PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP
# OF ROWSSIZE, #2 GRADE
2x6 SOUTHERN PINE
2x6 SPRUCE FIR
2x6 SPRUCE FIR
2x6 SPRUCE FIR
2x4 SOUTHERN PINE
2x4 SOUTHERN PINE
2x4 SPRUCE FIR
2x4 SPRUCE FIR
2x4 SPRUCE FIR
2x4 SPRUCE FIR
16"
12"
16"
16"
12"
THREE
THREE
TWO
NONE
THREE
16"
16"
12"
16"
16"
TWO
THREE
THREE
ONE
NONE
LIMITING HEIGHT OF STUDS
SPACING
O.C.BLOCKING
19'-8"
22'-4"
24'-0"
21'-0"
18'-0"
17'-0"
16'-0"
14'-4"
15'-0"
9'-0"
12'-0"
13'-4"
14'-0"
10'-0"
8'-0"
HEIGHT
MAX
#2 S.Y.P.
HEADER
(2) 2"X6"
(2) 2"X8"
(2) 2"X10"
SIZE
HEADER STUD(S)
@ EACH END
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART
MAXIMUM
5'-1"
8'-2"
6'-0"
SPAN
1
2
1
1
2
1
FULL LENGTH
STUDS @ EACH
END
STRAP(S) AT
EACH END OF
1
2
1
HEADER
(3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST
TO MAX REACTION OF 4600#
4x4 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST
NOTE:
LSTA 24 STUDS TO RIM
@ BOTTOM PLATE USE
@ 2 STORY IN LIEU SP1/SP4
FULL LENGTH
MID-WALL BLKG.
SP2 - 6-10D/6-10D
LSTA12 10-10D
SP4 - 6-10DX1.5
TYPICAL FRAMING AND
CONNECTIONS FOR OPENINGS
P.T. SILL PLATE SP4/SP6/SP8 RSP4 EA. STUD
NAIL PER
1/2" ANCHOR BOLT
SCHEDULE
(OR 2 ON 1 SIDE)
EA. SIDE OF STUDS
HEADER STUDS CONT.
SP1/SP4/SP6/SP8
AT 32" O.C.
RAFTER OR TRUSS AT CUT TOP PLATESTUD IS REQUIRED UNDER BEARINGCUT TOP PLATE AS NEEDEDALT
SP1 - 6-10D/4-10D
STUDSCRIPPLE
MIN. DBL. 2x8 HDR.FOF PLUMBING STACKDOUBLE TOP PLATE
TRUSS (OR RAFTER)
STUD / PLATE
LSTA 12
SP2/SP4
WALL STUDS
LSTA 12
OTHERWISE NOTED
2-2X12 HEADER UNLESS
(2) MTS12 TO (3) STUDS W/ MIN
TYPICAL GIRDER OR POST TRUSS
CONNECTOR
SP2/ SP4/SP6/SP8
AT 32" O.C.
1/2"X8" ANCHOR BOLT @
OR 5 /8" x6" WEDGE ANCHORS
MAX 6" FROM HEADER STUDS
AND 32" O.C. TYPICAL
RSP4 EA. STUD
SP4/SP6/SP8
19. GARAGES WITH HABITABLE ROOMS ABOVE SHALL HAVE 5/8" TYPE "X" DRYWALL CEILING
20. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF
A MINIMUM No. 26 GAGE(0.48MM) SHEET STEEL OR OTHER APPROVED MATERIAL
AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
GENERAL NOTES
1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN
YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING
WALLS TO BE SPRUCE #2 MINIMUM. MAXM. C. OF 19% EXTERIOR LUMBER
OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA. 40 MIN.
2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST
WIND AND OTHER LATERAL FORCES
3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224
G-90 ZINC COATED MIN 26 GA.
4. PRE-PAINTED DRIP EDGE TO BE ASTM A 755
6. VENTILATION OF ATTIC-RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED
AREA/ CEILING PER FBC 2023 8TH EDITION CHAP R806 BUILDER TO VERIFY LOCATION
7. SECURE CONDENSER UNIT WITH 1 /4"x3" TAPCONS @8"O.C. MAX
AND (2) AT CORNERS.
8. PROVIDE DRIP EDGE AT EAVES AND GABLES
OVERLAP A MIN OF 2" AND FASTEN @ 8' O.C.
9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH
OPENINGS. SCREWS TO PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS.
10. STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD
11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW
LOCATIONS PER FBC 2023 8TH EDITION SEC. R308
12. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST.
MAX REACTION OF 4600#
5. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL
BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION
16. ATTIC ACCESS REQ. 22"x36" W/ SWITCHED LIGHT
17. 1" DOOR CUT FOR AIR RETURN
18. 1-3/8" SOLID CORE DOOR REQUIRED BETWEEN GARAGE AND LIVING W/ AUTO CLOSER
2-#5 REBAR
PRECAST CONCRETE
SEE ELEVATIONS
FINISH OR STRUC BLOCK
5/8" STUCCO
8"x16" CONC. BLOCK
WINDOW SILL
MARBLE SILL
#5 DOWEL W/ LAP 25" MIN.LAP
FILLED CELLS (SEE FLOOR PLAN)
ASSUMED GRADE
16"CLEAN, COMPACTED
WALL SECTION
ONE STORY BLOCK
TERMITE TREATED
FILL
DETAILS.
SEE FOUNDATION
SLAB W/ 6x6,
10/10 W.W.M.
BARRIER
6 MIL VAPOR
OR FIBERMESH
R-4.1 INSULATION
BASE BOARD
P.T. 1x2 FURRING STRIPS
TYP. CONC.
P.T. 1x4 AT SILL
AND JAMBS
12" MIN.
6.5" MIN.
W/ 1 1/4" GALV ROOFING NAILS
GALV METAL DRIP EDGE ASTM A527
CONT BEAD ROOFING MASTIC
1-HETA20 TYPICAL
1x2 P.T.
1x6 FASCIA OVER 2x4 SUB-FASCIA
RETURN TEXTURED
CEMENTITIOUS FIN. @
ALUM. FRAMED WINDOW
SIZE OF WINDOWS VARY
TYPE, CONFIGURATION AND
REFER TO PLANS AND
ELEVATIONS
HEAD AND JAMB
BEYOND JAMB ON
P.T. 1x6 - EXTEND 8"
LINTEL WITH 1- #5
8" CONCRETE PRECAST
EACH SIDE
1/2" GYPSUM BOARD
WALL FINISH BEYOND
REBAR
REBAR MIN.25" LAP
W/ CONC. & 1 #5
8" LINTEL BLOCK REINF.
1/2" GYP. CEILING BRD.
OR 5/8" DRYWALL
ALUM. SOFFITPERFORATED
12
SEE ELEV.
R-30 INSULATION
6" 0.C.
OVER 15# FELT(ASTM D226 OR D4869 TYPE 1
FIBERGLASS SHINGLE ASTM D3161
FOR ARCH SHINGLES
(8) 1 1/4" GALV ROOFING NAILS
PER 3-TAB
(6) 1 1/4" GALV ROOFING NAILS
OVER 19/32" O.S.B.
D1
N.T.S.
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
AND SEE MANUFACTURERS SPECS
PRESSURE TREATED
GARAGE DOOR
GARAGE DOOR JAMB 8" CMU
N.T.S.
GARAGE DOOR TRACK
1/2" RND. X 8" LONG A.B. @ TOP
PRESSURE TREATED 2X6 WOODJAMB ANCHOR TO BLOCK WITH
BOTTOM & MIDPOINT
CELLS PER PLAN
# 5 VERTICAL GROUTED CMU
8" CMU
1X2 TRIM
FOR WINDOW TO BUCK ATTACHMENT
WINDOW JAMB 8" CMU
N.T.S.
IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE
6" FROM EDGE AND 12" O.C. THRU DOOR FRAMEAND 1 1/4" INTO PRECAST
PENETRATION INTO C.M.U.
MASONRY WITH TAPCONSANCHOR DOOR JAMBS TO
6" FROM EDGE AND 12" O.C. THRU WINDOW FRAME
AND 1 1/4" INTO PRECAST
PENETRATION INTO C.M.U.
1/4 RND. X MIN 2"
MASONRY WITH TAPCONSANCHOR WINDOW BUCK TO
ALUMINUM/ VINYLWINDOW
CONCRETE SILL BELOW
THRESHOLD BELOW
DOOR FRAME TO BLOCK
EXTERIOR DOOR
PRESSURE TREATED SHIM
TYPICAL # 5 VERTICAL
8" CMU
GROUTED CMU
TYPICAL # 5 VERTICAL
CONT. CAULK BEAD
PRESSURE TREATED SHIM
GROUTED CMU
8" CMUFOR WINDOW TO BUCK ATTACHMENTAND SEE MANUFACTURERS SPECSIF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE
JAMB AT EXTERIOR DOOR
1/2" DRYWALL
N.T.S.
CONT. CAULK BEAD
SILL BELOW1/4 RND. X MIN 2"
1/2" DRYWALL
SECURE CONDENSOR UNIT AS SHOWN- W/ 2 - 3/8"x1 7/8"
WEDGE ANCHORS
(1) - 3/8" x 1 - 7/8"
WEDGE ANCHORS
IN GALV. 1"x4"
"L" BRACKET TO PAD
& (3) -#10 GALV TEX
SCREW TO SHROUD
A/C
CONDENSOR
UNIT
(1) - 3/8" x 1 - 7/8"
WEDGE ANCHORS
IN GALV. 1"x4"
"L" BRACKET TO PAD
& (3) -#10 GALV TEX
SCREW TO SHROUD
6" THICK
CONCRETE PAD
SHROUD COVER
AND PENETRATE ROOF SHEATHING 3/4" MIN (6) PER SHINGLE
FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD
SHINGLE-SHALL COMPLY WITH ASTMD225 OR ASTMD3462
PER MANUF. SPECS
1/2" CDX PLYWOOD OR 7/16" OSB
FOR 7/16 OSB 24" MAX SPAN BLOCK AS NEEDED
WALL SHEATHING
6" O.C. EDGES & 12" O.C. INTERIOR
2.5"X0.131" RING SHANK GUN NAILS
ZONE 3 EDGES @ TRUSSES 4" O.C. AND INTERMEDIATE TRUSSES 4" O.C.
ZONE 2 EDGES @ TRUSSES 4" O.C. AND INTERMEDIATE TRUSSES 4" O.C.
ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C.
1
2
1
2
2
2
ROOF NAILING PATTERN
4'-0"
4'-0"
4'-0"
3
4'-0"
3
5'-0"VALLEY3VALLE
Y
1
RIDGE
1
RIDGE3
22
ROOF EDGE
1
2
2 1
HI
P
2
1 HIP
2
BUILDING WIDTH19/32 (MIN.) ROOF SHEATHING
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING
BUILDING LENGTH
TOP CHORD BLOCKING @ 4'-0" O.C. MAX.IN FIRST 2 FRAMING SPACES @ EA. END
ROOF EDGER803.2.3.1 Sheathing fastenings:
Wood structural panel sheathing shall be fastened to
roof framing in accordance with Table R803.2.3.1.
Where the sheathing thickness is 15/32 inches and
less, sheathing shall be fastened with ASTM F1667
RSRS-01 (23/8" × 0.113") nails. Where the
sheathing thickness is greater than 15/32 inches,
sheathing shall be fastened with ASTM F1667
RSRS-03 (21/2" × 0.131") nails or ASTM F1667
RSRS-04 (3" × 0.120") nails. RSRS-01, RSRS-03
and RSRS-04 are ring shank nails meeting the
specifications in ASTM F1667.
SHINGLES
PLATE
SILL
FROM EDGE AND 32" 0.C.6" MAX DISTANCEANCHOR BOLTS
GRADE LINE
GRADE LINE
FOUNDATION LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771
2
2
FLASHING
CORNER PATCH
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
(MIN. 6" WIDE)
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
3. MECHANICALLY FASTEN AS NECESSARY
SILL PLATE
(SEE DETAIL B
FOR OPTIONS)
FLASHING
TIE-IN WITH WEATHER RESISTIVE BARRIER:
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH
FLASHING TO FORM WATER SHEDDING LAPS
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING INSTALLATION
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING
AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
1
1
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
EXTERIOR SHEATHING
5
4
4
2
WEATHER RESISTIVE
BARRIER
2
SEE NOTE #2
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE
3. INSTALL SILL FLASHING AS SHOWN ABOVE
4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT
5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
WALL SHEATHING
SILL PLATE
WOODEN
SIDING
FLASHING
OPTION - A
DO NOT FLASH
OVER BOTTOM
NAILING FLANGE
SILL PLATE
NOTES:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW
SILL PLATE
3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
4. INSTALL FLASHING AND WEATHER RESISTIVE
BARRIER TO FORM WATER SHEDDING LAPS
FLASHINGFLASHING FLASHINGWEATHER
RESISTIVE
BARRIER
TAPE
2
(ASSEMBLED
WINDOW )
HEAD FLASHING TIE-IN
INSTRUCTIONS:
1. CUT, FOLD UP & TEMPORARILY
SECURE WEATHER RESISTIVE
BARRIER ABOVE HEADER TO
ALLOW FOR FLASHING
INSTALLATION
2. INSTALL HEAD FLASHING UNDER
WEATHER RESISTIVE BARRIER
3. FOLD WEATHER RESISTIVE
BARRIER BACK OVER HEAD
FLASHING AND SEAL WITH TAPE
WEATHER
RESISTIVE
BARRIER
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS
THROUGH FLASHING
1
EXTERIOR
SHEATHING
FLASHING
NOTE:
7/ 8" STUCCO ON METAL LATHE ON
15 LB FELT AND OVER 2ND LAYER OF 15 LB FELT
OR ONE LAYER OF FELT ON HOUSE WRAP
7/ 16" O.S.B. SHEATHING OR 1/ 2" PLYWOOD
2023 FBC RESIDENTIAL 8TH EDITION FLASHING
APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING
SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE
EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT
THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER
THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE
ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE
BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS,
WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME
CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
UNDERLAYMENT APPLICATION.
UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHODS:
1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). UNDERLAYMENT SHALL
COMPLY WITH ASTM D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF
UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT,
OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1-INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN-TABS ATTACHED TO A NAILABLE DECK WITH ONE ROW
IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE
FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER’S RECOMMENDATIONS.
2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D
6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM),
FASTENED WITH 1-INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN-TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM
FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION
AND THE MANUFACTURER’S RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM).
3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF-ADHERING
SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS.
2x8 SYP ROOF
RAFTER TOPS.
VALLEY FLASHING PER R903.2
TYP. A35/H2.5 EA. END OF RAFTER
(2) 12d NAILS STUDS INTO RAFTER
FOR RAFTERS UNDER 8'-0" USE MINIMUM
2- 12D NAILS PER CONNECTION IN LIEU OF CLIP
A35/H2.5 EA. STUD TO PURLIN
PRE-ENG'RED
CONVENTIONAL FRAME
ROOF VALLEY DETAIL
TRUSSES
2x4 PURLINS TO
TRUSS BELOW
MTS12 48" O.C.
2x6 RAFTERS
STUDS 48" O.C.
w/ 2x4 VERTICAL24" O.C.
RIDGE
UNDER VALLEY
ROOF SHEATHING
SHEATHING
CONT. AT VALLEY
UNDER VALLEY
ROOF SHEATHING
2x8 SPRUCE
FOR STUD SPACING SEE
FRAME WALL ON MASONRY
SIDE & 32" O/C
8" CMU
SP1 @ 32"O/C
SP2 @ 32" O/C
3"
1/2" X 8" AB EA WALL HT CHART
8" TIE BM
BTM EA STUD
OPTIONAL H5 TOP &
1/2" DRYWALL
SINGLE STORY
INT BRNG WALL SECTION
CLEAN, COMPACTED
TERMITE TREATED
FILL
16"
8"
BARRIER
(2) #5 RE-BAR W/
25" MIN. LAP 3" MIN COVER
6 MIL VAPOR
SP1/SP4 @ 32" O.C.
32" O.C. w/ 2" SQ. WASHER
1/2" x 8" ANCHOR BOLTS
2X4 P.T. PLATE
OR 5/8 X 6" WEDGE ANCHORS
STUD WALL
SP4/SP2 32" O.C.
16" O.C. 2X4
(1) H25/MTS12 TRUSS
FOR CONNECTION
SEE TRUSS PLAN
TO PLATE
DOUBLE TOP PLATE
1/2" DRYWALL
SP2 CLIP EACH STUD
MASONRY CONC BLK
VERTICAL WALL REINFORCING
FOOTING DOWEL IS NOT
GROUT LIFT > 5 FT. UNLESS
CLEANOUT REQUIRED FOR
WALL SYSTEM
REBAR
FOOTING W/ HORIZ.
REQUIRED 25" LAP
MIN 3" COVER6" HOOK
FF
GROUTED CELL
VERTICAL DOWEL IN
TIE TO HORIZ. BAR
6" HOOK
1 1/2" MIN. COVER
LINTEL BEAM BREAK DETAIL
REINF.
8" CMU
TOP OF WALL
LINTEL & VERTICAL
1 #5 W/ 25" LAP @
8" CMU
MIN.
@ CORNERS
TYP. REBAR LAP
GROUTED CELL W/ #5 DOWEL
ALL LAPS 25"
#5 CORNER BAR
4" VENT PIPE
THRU LINTEL
FORM BDS
4" PVC VENT PIPE
TOP VIEW
POURED
SIDE VIEW
CONC
LINTEL
#5 REBAR
U BLOCK
FORM BDS
C.M.U. COLUMN OR WALL TO BEAM DETAIL
VERT. IN FILLED CELL
CMU COLUMN OR WALLW 1# 5
HUC HANGER
BEAM SEE FRAMING PLAN
2-2x4 PLATES
INTERIOR KNEEWALL
OPTION
1-LSTA 24 @ 32" O.C.
KNEEWALL TO WALL
BELOW
INTERIOR KNEEWALL OPTION
AND R905 FRC 2004
WC WC WC WC
60"
21"21"
15"30"30"
TUB
CLEARANCE
CLEARANCE
COMPARTMENT
OR 5/8" DRYWALL
1/2" GYP. CEILING BOARD.
DETAILS
D2
N.T.S.
REVISIONSJOB NO.
P9559
DRAWN BY:
TKP
DATE:
12/18/2021
SCALE:
KLP DESIGN SERVICES
LP HANDYMAN LLCPEACH AVENUESanford, Fl. 32771