HomeMy WebLinkAboutConstruction RevisionFOUNDATION NOTES
ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE
STRENGTH OF 2500 PSI ® 28 DAYS FOR FTG'S & SLABS
REINFORCING STEEL (REBAR) SHALL BE ASTM. GRADE 60
DEFORMED BILLET STL. CLEAR COVER SHALL BE 3" FOR
FOOTINGS & 1-1/2" IN BEAMS. LAPPED STEEL MIN 25". 10" STD.
HOOKS W/ 90 DEGREE BENDS.
FTGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY
COMPACTED FILL (2000 PSF MIN.). FILL MATERIAL SHALL
BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR.
TO BE VERIFIED BY GENERAL CONTRACTOR/OWNER.
ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL
CONTRACTOR TO VERIFY ALL HOSE BIBB LOC. & TYPE
CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN
LINES, & CONDUITS AS NEEDED
CONTRACTOR TO VERIFY A/0 PROVIDE FOR SLAB
RECESSES, SILLS & CURB REQMTS @ ALL DOORS
CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REQMTS
LAP ALL HORIZ FTG REBAR 25" MIN
ALL STL MIN. GRADE 60
BOTT OF FTG MIN 12" BELOW FINISH GRADE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE 2014 ED AND
LOCAL CODES AS THEY MAY APPLY
N
N
t 2) #5 BARS CONTINUOUS
W/ 25" MIN LAP & #5
VERTICAL BAR @ CORNER
(SEE FOUNDATION PLAN)
FOOTING CORNER DETAIL
MINIMUM 12"
SLOPE 1/6 MA
OF FOOTING
BELOW GRADE 16"
A—
(2) #5 REBAR-
110A
PYi2 6" M I N
FI 3" MIN COVER
3" TYP ► 3" TYP
MONO EDGE FOOTER
FINISHED FLOOR
ELEVATION F
WEDGE F2 ANCHO p
'
NIIIIII16"X16"
STEP FOOTER (1)111 REBAR
@ BRIG. WALLS
4" CONCRETE
SLAB /
WIRE
F3
BEARING PAD
#5 REBAR
CONTMOUS
6"x6" WIRE
MESH OR FIBER
36•
#5 REBAR 8" OC
EACH WAY
TERMITE NOTES:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE
WALLS,
3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.
4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION.
5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'4I OF THE
STRUCTURE SIDEWALLS.
6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.
7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST
CONTROL COMPANY BEFORE FINAL INSPECTION.
r- I I-Q"
TYPICAL CONCRETE SLAB
MAR 0 2 201E
ST, Lucie Count
1701�— 00 21
.
ST. LUCIE COUNTY
BUILDING DIVISION ,4
REVIEWED
FOR CD?L/y�}}�N�E
REVIEWED BY 1.J._JL/__�_ty.
MUST 6E KEPTON JOB OR
10 INSPECTION WILL BE MADE
TUB r� BATH 2
WC f------
f 2" VENT C.O.
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4112 WAY C/O
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TO SEWER SYSTEM
OR APPROVED SEPTIC
SYSTEM
PLUMBING RISER
U,S.
NOTE:
PLUMBING CONTRACTOR TO VERIFY
PLUMBING LAYOUT AND RISER DIAGRAM.
PLUMBING CONTRACTOR TO
VERIFY PLUMBING WALL LOCATIONS
W A T E R- A I R- L A N D
1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635
Punta Gorda, Florida 33983 fax 413-687-9013
R TLEN�S , P.E.
ID
A�b-V64594
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLUESTREAM
DS DESIGN
STUDIO
Residental CAD Drafting
3D Renderings
Graphic Design services
Port Orange, A
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
'CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
2/28/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
MADISONKW3CA
REV
DESCRIPTION
I
P105/19/17
2
P2 06/26/17
3
P3 06/30/17
4
P4 07/05/17
5
P5 07/07/17
6
P6 07/17/17
7
P7 09/18/17
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FOUNDTION
SCALE: 1/4" = 1'-0"
20F$
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17
TYPE DESIGNATION
e•UNFILLED
FFILLEFFlDFF��---WIIHGROt
�'rtM��UDL�IM�CTAWm GRFRAVIAT
8F16-1 B/1 T
CASTCRETE PRECAST
0F*
NGMINN. WIGiM LWANTT'GFM6FaLDTOPGF
AGDEDR LINTEL SCHEDULE
IfGRINNL HEIGHT GOMP09IE4ll1IF1 FGR
wuFr LGAD
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6HEL0P➢DEDRES°RAT Fora 5'-10"overall lend U-lintel Type 8Fl6-IB/1T:
RCTroMGFu-LINT&F VrrY Safe superimposed gravity load =4360 PLY
1WrTWREINFORGNG Safe superimposed uplift load =2080 PLF
P 1361)1111 6 6 �J
N041N1W107. (SEE HEINFORGNGSCHEODLE) Sat Superimposed lateral load =339 PLY
Beam
Safe
Applied
Safe
Applied
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
OY-8"
8F16-1B-IT
6113
<1000
3060
<500
O4'41
8F16-IB-IT
6113
<1000
3060
<500
4'-6"
8F16-1B-lT
6113
<1000
2707
<500
O4'.6'
8F16-1B-IT
6113
<1000
2707
<500
(�
4'4-
8F16-1B-IT
5365
<1000
2276
<500
OY-6"
8F16-1B-IT
4360
<1000
2080
<500
7
T-10"
81716-13-1T
4360
<1000
2080
<500
O6'-2"
8F16-1B-1T
3480
<1000
1868
<500
OT-4"
8F16-1B-lT
2661
<1000
1624
<500
]0
7'4"
81716-1B-1T
2661
<1000
1624
<500
11
T-8"
81716-1B-1T
1843
<1000
1136
<500
12
81-01,
8F16-1B-IT
1843
<1000
1136
<500
13
T-4"
SF12-1B-IT
1245
<1000
708
<500
14
10'-4"
8F16-lB-lT
1533
<1000
916
<500
IS
10'-8"
8F16-iB-IT
1366
<1000
800
<500
16
12'-8"
81716-1B-1T
1075
<1000
607
<500
0IT-4"
0
8F12-1B-IT
548
<1000
263
<500
PRESTRESSED
18
18-81,
8F16-1B-IT
750
<1000
348
<500
PRESTRESSED
19
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Ceiling:
1/2" thick stucco on 3/8" hi -rib lath attached to horizontal
and vertical wood framing with nails or staples @ 8" o.c. to
provide no less than 1-3/4" penetration into horizontal wood
framing and 3/4" penetration into vertical wood framing
members Per ASTM C1063 and Stucco - ASTM C926
96W1%
OPENING PROTECTION
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A
ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE
PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND
RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS
NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE
FlRE-RATED DOORS.
Ceiling:
1/2" thick stucco on 3/8" hi -rib lath attached to horizontal
and vertical wood framing with nails or staples @ 8" o.c. to
provide no less than 1-3/4" penetration into horizontal wood
framing and 3/4" penetration into vertical wood framing
members Per ASTM C1063 and Stucco - ASTM C926
9'-811 16' 8" 20'-01, 15'-4"
8'-8" Y-2" 4'-1Off
-4" 17'-411 '4'
2'-6" 4r_6" 81.41E
18
■ ■■ ■
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SIDE PORCH BEAM (1) CONIC. LINTEL
W/ 4 COURSE BLOCK ABOVE
SET BTM @ 7 4' AFF
5
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ENTRY 1 1
SIDE PORCH B (1) CONC. LINTEL
O W/ 4 CO E BLOCK ABOVE
TOP @ 10'-911 AFF
i i
10'-8" FLAT CLG AFF j
"T BTM @ T-4" AFF
>
12 WOOD CLG
TOP no 10'-9"AFF
VINYL RAELING
16"XI6" COL. BLK
O
FRONT PORCH BEAM (1)
'ONC
TEL
LINTEL
(4) #1 REBAR VERT.
W/ 2 COURSE BLOCK ABOVE
SET BTM @ 8'-9" AFF
TOP @ 10'-9" AFF
8'-01,
2'-0"
16'-011
T-8"
'-4'
6' 4"
4'
71-8"
-4'
4'.611
5'-011
3 F-4"
18'-011
I T-4"
61'-811
N
0
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WALL LE(;END
SYMBOL
REPRESENTS
CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
INTERIOR SIDE TO PAINTED SMOOTH FINISH
EXTERIOR SIDE TO BE STUCCO COATED CMU
®CMU
WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU WALL - 8" (U.N.O.) BRG. HT. @ 10'-8" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
EXTERIOR SIDE TO BE STUCCO COATED CMU
° a
CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ 3'-0" AFF
BOTH SIDES TO BE STUCCO COATED CMU
BRG. PARTITION WALL - 4" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
Q=2=
BRG. PARTITION WALL - 6" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
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SQUARE FOOTAGE
LIVING
17950
GARAGE
674
LANAI
240
ENTRY
90
TOT
LIVING 15,600 C.F.
BUILDING CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASD WIND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: X APPROVED SHUTTERS BOTH
MAIN WINDFACE RESISTING SYSTEM
PER TABLE 1609.6A
TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN
METHOD ASCE 7-10 AND THE FBC 2014 5th EDITION
TTuL'ifRN',c� '_
W A T E R- A I R- L A N D
1040 Harbour Drake Dr. chdsbeers@byu.net 941-628-0635
Punta Gorda, Florida 33983 fax 413-687-9013
.`�OFESSID
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DATE
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLU ESTREAM
DS DESIGN
STUDIO
Residerxal CAD Draftin
3D Ren erin f
Graphic Design ervices
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
2/28/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
MAMCInaIInAni-A
REV I DESCRIPTION
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Typical End Detail
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PRE-ENGINEERED
WOOD TRUSSES
2X4
PROPOSED ROOF PLAN
5/12 ROOF PITCH,12"OVERHANG,PLUMB CUT FASCIA
SHINGLE ROOF
NOTE: GC TO VERIFY ROOF PITCH, OVERHANG AND
ROOF FINISH
CONNECTOR SCHEDULE
NAILSTSIZE PER
CONNEECTIOON (lOd NAILS
ARE 1-1/2" LONG FOR
SINGLE MEMBER TRUSS)
CONNECTOR
CONNECTOR
UPLIFT FORCE
LATERAL LOAD
PARALLEL TO
LATERAL LOAD
PARALLEL TO
BEAM F1
BEAM F2
O
TYPICAL TRUSS TO
MASONRY WALL
(1) SIMPSON
HETA20
1810
340
725
(12) 10d X 1-1/2"
NAILS EA. STRAP
(2)SIM
(2) SIMPSON
2500
1225
1520
(16) 10d X 1-1/2"
NAILS EA. STRAP
ADD 2X4 SCAB 12" LONG TO
1PLY TRUSS 8-16d NAILS
O
TYPICAL TRUSS TO
WOOD FRAME BRG
SIMPSON
HTS20
1450
--------
----------
(24) 10d X 1-1/2"
NAILS EA. STRAP
WALL
(2) SIMPSON
HTS20
2900
---------
----------
(48) 10d X 1-1/2"
O
TYPICAL TRUSS TO
WOOD FRAME WALL
SIMPSON
MGT
3965
----------
----------
(22) 10d NAILS EA.
STRAP
O
TYPICAL TRUSS TO
MASONRY WALL
SIMPSON
VGT
4940
TO GIRDER: 32-SDSn"x3
TO WALL: 2-5/8
2 PLY (MIN.)
' TRUSS BRACING
ST ONE TRUSS B- OVERLAP
SPACE
MINIMUM (2) 16d PER JOINT L-MINIMUM 2X4 SYP OR
SPACED AT 15-0' MAX. SPF TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
N.T.S.
I
tch Legend
G.C. TO PROVIDE BLOCIONG
TO COMPLY WITH APA
RECOMMENDATIONS F'OR SPAN
RATING OF 7/18' OSB
NOTE: BIRDSEYE VIEW OR ROOF TRUSS
LAYOUT IS FOR PERMIT PURPOSES ONLY.
I fie root truss layout or oiraseye view or the TOOT aepictea on tnese
plans are schematic designs only. If found that the final truss
manufacturer's layout drawings differ in configuration or bearing points
from this plan, it is the responsibility of the general contractor to have
said truss manufacturer's drawings reviewed and approved by the
structural engineer of record, before the construction of the roof
system. The drafting company and the engineer of record will not be
held liable for any discrepancies between this schematic roof truss
layout / birdseye view and the final manufacturer's layout.
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ROOF SHEETING
ATTACHMENT DETAIL
1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2" LONG)
2. MINIMUM SCREW SIZE = #8 X 2"
3. MINIMUM SHEATHING THICKNESS 15132" CDX PLYWOOD
4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF
STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3
3
20'-0' MAX
20'-0' MAX
� ��
CONTINUOUS 80
CNOtA
SEE DETAIL �
` BRACING 2X4 MI
1. SEE DETAIL S O
B aq
ill
I
I
OWN
NEW
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MAY BE REQUIRED
2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING
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L TOP h BOTTOM CHORD
GABLE END BRACING O
4'-V O.C. MAX FOR
FIRST (4) ROWS OF TRUSSES
TO PERMANENT TRUSS BRACING REQUIRED
N.T.S.
17 MI R VETLMfl
W A T E R- A I R- L A N D
1040 Harbour Drake Dr. chdsbeers@byu.net 941-628-0635
Punta Gorda, Florida 33983 fax 41B-RR7-At11�
QNER O
m'2.v`lz: z
3HRIS '(HER D. BEER - .�
FLORIta ;IC L*0,, ;54
94
DATE
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLUESTREAM
%05 DESIGN
STUDIO
Residential CAD Draftin
3D Ren erin s
Graphic Design Services
Port Orange, FI
(386)256-8978
Port Charlotte, FI
(941) 275-9931
www. bl uestreamdesig nstud io. com
CAD@bl uestream desig nstud io. com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
2/28/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
MADISONKW3CA
REV
DESCRIPTION
1
P1 05/19/17
2
P2 06/26/17
3
P3 06/30/17
4
P4 07/05/17
5
P5 07/07/17
6
P6 07/17/17
7
P7 7
09/18/1
6
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SHEET
A6
ROOF PLAN
SCALE: 1/4" = 1'-0"
6OF8
IR Pet