HomeMy WebLinkAboutBuilding PlansBUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WIND W 4
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN PRESSURE
EXPIR. DATE
TYPE, SIZE, SPACING 4 EMBEDMENT
APPROVAL"
EVALUATION AGENCY
RO RE GN
PRESSURE
3/16" x 2 314" TAPCONS / "12 HEAD
MI WINDOWS 4 DOORS
a' EVERY HOLE. (HEAD 4 SILL) 10"
WINDOWS
185 SH SERIES
O,C. 4 2" FROM CORNERS (VERT)
+40.5 / -54.2
10/I f/23
MIAMI / DADE
(SINGLE HUNG)
(IMPACT)
10" O.C. MAX 4 2" FROM CORNERS
+55.0 / -55.0
FL-11499.1
(1 1/4" MIN. EMBED) (WORST CASE)
3/16" x 2 3/4" TAPCONS / 012 HEAD
M.I, WINDOWS 4 DOORS
6 EVERY HOLE, (HEAD 4 SILL) 10"
WINDOWS
185 PW SERIES
O.C. 4 2" FROM CORNERS (VERT)
+40.5 / -54.2
04/03/2023
(FIXED GLASS)
(IMPACT)
10" O.C. MAX 4 2" FROM CORNERS
+60.0 / 400.0
FL-15349,1
MIAMI /DADE
(1 114" MIN. EMBED) (WORST CASE)
114" x 2 3/4" TAPCONS / 012 HEAD
THERMA-TRU
(HEAD) (2) 4" FROM CORNERS
FRENCH DOOR
COMP, EDGE (IMPACT)
(VERT) 16" O.C, MAX TO
+40,5 / -43,9
N/A
MIAMI 1 DADE
(FIBERGLASS)
FIBERGLASS GLAZED
BUCK 4 4" O.0 FROM
/
+50,0 -50,0
FL-20468.1
CORNERS (1 1/4" MIN, EMBED)
1/4" x 2 314" TAPCONS / 4012 HEAD
MI WINDOWS 4 DOORS
(HORIZ.) 16" O,C. MAX 4 6" FROM
SIT. GL. DR.
SERIES 100
CORNERS (VERT) 20" D.C. MAX TO
+40,5 / -43.9
11/29/2021
(IMPACT)
MIAMI / DADE
BUCK 4 10 O.0 FROM
+55,0 / -55.0
FL-22401.3
CORNERS (1 1/4" MIN. EMBED)
MI WINDOWS 4 DOORS
1 1/2" x 1/4" TAPCONS AT EACH HOLE
WINDOW
1"x4"x.375"
W/ I I/4 MIN, EMBED. 4
+40.5 / -43.9
12/31/2019
3RD PARTY
MULLION
ALUMIN. TUBE
2 I/2 MIN. EDGE DISTANCE
+50.9 / -50.9
FL-15353,3
1/4" LAG SCREWS a 6"
GARAGE DOOR
STEEL SECTIONAL
DAB DOOR COMP.
FROM ENDS AND 9" O.G.
+35,5 / -39.
N/A
3RD PARTY
INSULATED (IMPACT)
MAX. PROVIDE 1 1/2" MIN. EMBED.
+36.0 / -44.0
FL-153TI.2
(EACH BRACKET)
114" x 2 314" TAPCONS / 012 HEAD
PANEL DOOR
FIBER -CLASSIC
THERMA-TRU
(HEAD) (2) 4" FROM CORNERS
+40.5 / -43,9
N/A
(SINGLE)
OUTSWING - IMPACT
(VERT) 16" O.C. MAX TO
+50,0 / -50,0
FL-20465.1
3RD PARTY
BUCK 4 4" O,C FROM
CORNERS (1 1/4" MIN. EMBED)
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
TYPE, SIZE, SPACING 4 EMBEDMENT
APPROVAL"
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
ROOFING
OWENS CORNING
USE 6 NAIL PATTERN. SPACING PER
+23,4 / -95,7
0"1/19/2021
(ASPHALT SHINGLE)
DURATION
MANUF. SPECS. SEE NAILING PATTERN
TAS I10
16-0425,01
MIAMI / DADE
SHEET 3,
NA
+18.1 / -25.5
NA
STUCCO
NA
STUCCO ON MTL. LATH
NA
MIAMI / DADE
v
m
GENERAL NOTES:
I. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE
PROCEEDING WITH WORK,
2, CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR
CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETC.)
3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING
SLIP JOINTS,
4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS.
5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS.
6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY
AND SIDEWALKS FOR LANDSCAPE LIGHTING AND
IRRIGATION.
1. VERIFY A/C UNITS SEER WITH ENERGY CODE,
8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS,
S, USE MOISTURE RESISTANT DRYWALL AT WET AREAS,
10, SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS,
EASEMENTS 4 SETBACKS PRIOR TO ANY CONSTRUCTION
AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT
IF ERRORS OR PROBLEMS ARISE.
11. OWNER 4 OR CONTRACTOR IS RESPONSIBLE FOR
PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER
SUBDIVISIONS ARCHITECTURAL REVIEW BOARD.
0
0
5,' 4"
20' 5" 18, 01,
8' 41,4" 12' Ol4" 8" 16' O" 1' 4" 31 0" 15, it"
5/8" SM. STUCCO ON
SH 25 _ 16" x 8" x 16" BLK. COL,
5' (SEE ELEV.)
IN
EG SS
-O' 5" FIN. F -
I I
I I
B" 31 B" COVERED
EDROOM *4
CLG. HT.
:PET
0
Y
0
W=
BEDROOM *2
n
x
O
N
�7=
9'4" CLG. HT.
„
W
CARPET
7
42
2' 8"
PKAF
II I
/m-z-
N
N X1-0
W SEDF
n �
= xW
N
„l9'4" CLG. HT.
CARPET
8"
m
9'4" CLG. HT,
CONIC, FL,
4" FIN, Flll
B' e"
CONC.
5LAB
(2) SH 25
6' 2" x 5' 3"
22' ," EGRESS 14' p"
2' 4" 19' all ;
1 1
I i , 2 0"
I ; (TYPJ
1 � ;
3L
DISP.I. SINKMASTER
'
o SUITE a
s
u- O GREAT ROOM CARPET HT.
Q I , TILE FL. ,
1
;
I 1 N 1
1 1
, 1
1
1
O � 1
� 1
c r
0 � ,
w.I.e.
5 03' 4" 5' 0' �
i1
'O" FIN. FL. ' 4" 4" 4"
R!SVT
Rtg_-
_____________ ' VTR
m
13' 8" _ _ _ _ _,IO' pll _ _ " •
_2"- El
--FO`t'ER 0 5 H MASTER 5ATH
SV 0
TILE CLG. HT, TILE FL� HT 14' O
m a
LL
2' O" 18' O" l' B' I' B'
r 6' O" RECESS
S W
DINING 10 FR. DRS, W/ RECESS
9'4" CLG. HT. 'B" TRANS ABV, v. N TEMP. GL. ON
TILE FL = 42" 1/2 WALL RAIN
2'
N
3' 4"
2': I"
1
1
1
6' O"
STUB GAS
LINE FOR
FUTURE USE
IL X
0
0 0
Y £ W
f
O �
'
> v
K
1
1
1
ITCHE
1
1
n1
�Qn
;
2' 0"
PANTRY
/y v
M 03
a LAUNDRY-
r �14�wtde�
x �p 10'0" CLG, HT. II pull down .{
N in 9' O" I _4 "4 •t - I
ot
SPRINKLER
PUM
0
AC COND.
q
r'F BATT. INSUL.
ro�
H!C
l20 MIN RATING .
DOOR AND FRAME 3 FIN. FL.
W/ HAGER SPRING O
INGE C 302.5 p N
QUAL
3' O"
v // PER FBC R302.5,U o ENTRNr
d lf8" CLG. HT,
El
l 212".V311 2'2"x5'3" I I N TILE
^', W.N. SH 1435 SH H35 SH H35--- - - - - --
2' O" 3,1" 3' ," 1' 10" -
94
II pull down,
Tr ip -0'4" FIN. F ,
19' 4"
a
NOTE: (RB02,5.2) ul
DUCTS IN GARAGE AND DUCTS PENETRATING THE p
WALLS OR CEILINGS SEPERATING THE DWELLING m
11
FROM THE GARAGE SHALL B£ CONSTRUCTED OF A
MIN, NO, 26 GAGE SHEET STEEL, I" MIN. RIGID
0 NONMETALLIC CLASS O OR I DUCT BOARD, OR OTHER
-01 APPROVED MATERIAL AND SHALL HAVE NO OPENINGS
INTO GARAGE.
z
GARAGE
' 9'4" CLG. HT,
i
1/2" GYP, BD. ON 2x FRAME WALLS
' AND 5/8" STUCCO ON BLK. WALLS
IN GARAGE
5/8" GYP, BD, CL'G, W/ KNOCK-DN.
FINISH
-O'r." rIN, F �
i
16'O"x8'0"
0.1 ,D,
11. 0" 1' 4" 3' 6" 3' 6"
'0
4' 5" x 5' 3"
SH 35
is pBSC. TEMP, GL.
EC. STONE ON
x I6" ELK, COL
YP. OF 2 PLACE,')
EE ELEVJ
4��
AREA CALCULATIONS
A/C Space 2226 S.F.
Garage 435 S,F.
Entry porch 51 S.F.
Rear porch 203 S,F.
Total Non A/C (099 S.F.
Total Under Roof 2915 S,F,
* Contractors to verify all
footagee
• All areas are calculated to
outeide dlmenslom
O
U)
B"
TEMP. GL.
TO FL.
0
n
z�
mp
z�
z
�•
Wan
Q m -6 0
0a.
OQn
i Q
9
= N~
N m w�
uW�u�a
O
U
VOW'
W d�
(I> �R
O m O
dv3
c
m
•s�dm
O£
DATE 015/21/20
DRAWN BY: p)g me
CHECHED MC
REVISIONS
20' 8"
10' 4"
121411
11011
]FL001iR1\\\,. PLAN
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FA71
N
I/8" W x I" DEEP SAWCUT m 30' O.C-
MAX, (WITHIN 24 HOURS OF POUR -
DO NOT INTERRUPT MESH)
x—x—x�—x—x
METAL KEY - FORM BY KEYHOLE)
INC. OR EQUAL (STOP MESH)
CONSTRUCTION JOINT CONTROL JOINT
mr A Tm 1rjfO%%1ri\Trl 1r%,,"rIM A IM r9 ®A VV_'A 9
NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL
CREATE PANELS OF SOO S.F. (MAXIMUM)
SEE FOUNDATION PLAN
FOR SLAB DETAILS —
SLAB RECESS
(6" MAX.
STEP DIi
x
1211 105 BAR
CONT.
SEE FOUNDATION PLAN
FOR SLAB DETAILS
WD, BRG. WALL
SLAB RECESS
(6° MAX.
STEP ON.� /x—x—
x
0 0 Ail
x — x
II®�9®Ia PROVIDE PREFAB. "L"
JOINT REINFORCING AT
ALL CORNERS
—x
..x.............--1 05 -
AR
uxx.uuu.....�
STRUCTURAL NOTES
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK, TI CORSON B ASSOC, INC. IS NOT RESPONSIBLE FOR THE
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS
AND PROGRAMS,
CODES AND STANDARDS
COLUMN SYMBOLS
8 x 8 GROUT FILLED CELL
WITH 1 05 VERTICAL BAR
■ 8 x 16 BLOCK COLUMN WITH
■ 2 05 VERTICAL BARS IN FILLED
CELL
45 DEGREE BLOCK COL.
�2 05 BARS VERT,
IN IN FILLED CELL
NOTE:
FILL CELLS SOLID ON BOTH
SIDES OF EVERY OPENING TYP.
PROVIDE PREFAB. "T"
JOINT REINFORCING AT
ALL �id'�1.L� T-INTTERRyV�llLeSECCTIIO'N5
P1L.W
MASONRY
EXTEND JOINT RENF.6"N �r PROVIDE DOVETA
IN70CCONCRETE Got MANCHOR SYSTEM
PLdu VmV PL)uq VmTE
(MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN)
7C5Y =CAL MALSONRY DETAILS 3/4VVO1 90
YI
I. ND LOADS ARE PER ASCE 1-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A
0 MPH WIND SPEED (3 SEC GUST), EXPOSURE C,
INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE) 0,18, IMPORTANCE FACTOR, AND BUILDING CATEGORY II,
2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
D A FLORIDA BUILDING CODE 2020 (1TH EDITION)
+�13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05)
D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99)
E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/199T EDITION.
3, ARCHITECTURAL AND MECHANICAL DRAWINGS:
A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE
GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS
TO PROPERLY CONSTRUCT THE PROJECT,
B. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT.
C. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH ANY WORK.
4. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN,
FOUNDATION
L BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF.
2. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-0" BELOW EXTERIOR FINISH GRADE,
3. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMEN5ION5 INDICATED. TAKE
EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES,
UTILITIES, PIPING, ETC,
4, PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING
FOUNDATION OR STRUCTURES,
5. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED
ON DRAWINGS.
6. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH
THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR
ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.
CONCRETE
I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS:
A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI s 26 DAYS,
B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM,
C, CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT.
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0,55.
E. J0561TE WATER SHALL NOT BE ADDED.
2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY
ACI SPECIFICATIONS.
3. ALL BARS SHALL BE LAPEL) PER THE REQUIREMENTS OF ACI 318 FOR
TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO,
LAP ALL WWF A MINIMUM OF 12 INCHES UNO.
4, ALL HOOKS SHALL BE PER ACI 316 HOOK REQUIREMENTS BUT NOT
LE55 THAN 12 BAR DIAMETERS BEYOND BEND UNO.
5, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 155. PLACE WELD
WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C,
6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH
STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615
GRADE 60.
1, AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS,
PROVIDE MATCHING HORIZONTAL BARS X 5-0" BENT BAR FOR EACH
HORIZONTAL BAR SCHEDULED AT EACH FACE.
MASONRY
I. MASONRY UNITS SHALL BE
A. LOAD BEARING ASTM C 90, NORMAL WEIGHT, AND SHALL BE LAID IN A
FULL BED OF MORTAR IN RUNNING BOND (UNO).
2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS
CALCULATED IN ACCORDANCE WITH ASTM C1314,
3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M
OR S ONLY,
4. GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS. C41Fi
AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI
5. PROVIDE 8"x8" MASONRY BEAM WITH I "5 CONT. AT EVERY WINDOW SILL.
EXTEND BEAM B" BEYOND EDGE OF OPENING,
6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT (9 GA,) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS
PROVIDE DOVE TAIL
SLOT ANCHORS AT CONCRETE COLUMNS.
2" X b" P.T WOOD BUCK
FOR T'-O" HIGH DOOR W,
REDHEADS EQUAL SPACw ANL W1Ir-lN
12" OF EA. END (5 BOLTS FOR &'0" HIGH
DOORS) GARAGE DOOR ANCHOR DETAIL
CONCRETE
COLUMN
v
ro
V
r
51' 4"
20' 5" IS, O"
8' 419"
12' ONz"
8'
6' O" 1' 411
31011
16" x B" x 16" BLK, COL.
W/ 3 05 BARS VERT.
r - - -
-
no T
■
I
I ■ ■
I
1
v
I — — — — — — -0— — — — — — — — — — — — —I — — ■
— I— �
_
r — — — — — — — — — — — —
— — — — — — — — — — — —
I
I
I
I
I
I
Ir
a ` — — —
— '
42"x42"x12" D.
I
I
I
GONC, PAD
I
I
I
(L
O
I
BELOW COL.
I
I
m
I
W/ 05 BARS a
I
I
6" O.C. EA, WA'1.
1
12"11.1. x 12"D. CONC. THK'D EDGE W/
p
I
1
(1) 05 BARS CONT. (TYP."
�
18" D x 16W CONC. MONO. FTC. W/
I
I
1 2 05 BARS CONT. (TYP.)
I
I
1
I
I N
I
201 1"
1
[r
I
-0 '4" FIN. FL,
1
u - -
- - - - - - - - - - - - - - - - - - - - - -
- - '-
1
2 •5 BARS it LONG
I
SGD RECESS
MID -DEPTH OF SLAB
(TYP. 4 PLACES)
I
I
L
_________________________________________________-
_\\t
I
1
I
0-0' FIN. FL,
I
,
l
I
I
III III `ill
JL
I
I I
1
rr hi l
1
o p
Ir =kli
1
1
�
1
o Ill
— - r�
r
ul-- J
1
i , I
!
REF. K
4"(3000 PSI) CONC, SLAB W/ 6x6 10/10 WWF
ON 6 MIL. POLY VAPOR BARRIER
II I
ON WELL COMPCTED TERMITE TREATED
1
I ' 3'11"
GLEAN FILL. (ALT. FIBER -MIX CONC,)
1
I
I
L _--_J_______
VTR
I
I
I
I
I
1
I
VTR I
1
I
`-- - ---- 2"x12" THK. EDGE-
SLAB RECESS W/
I 5 BAR CONT.
I
1
S' 2"
2' r l
I
I
I
r
1
O'O" FIN.
FL, 18" D x
16" W CONC.
MONO, FTC. W/ - - - - - - - -
- - -I
�e" 0 O
— SHWR.
_ —
2 05 BARS CONT, (TYP. I DR. RECESS
1 RECESS �
RrC
� O
I
12"xl2" THK. EDGE
1
1
�
"'
I 11 511
SLAB RECESS W/Al
3A, FIN F .
- I
���
11
2' 0 3' 6'
I "5 BAR CONT,
I I
1
9 O
101411
O
I
I 1 A
O I
r _
_ _ _
_ _ _ _ _ _ _ _
—
- ___________J
W
L - _ J
OPT,
rF-- ir --_I F
I us n-
d
SPRINKLER
_
11 I D I II W I rr ll I__
O
_ _ _
rl\=
_ _
r
m
O
PUMP
FLI___ j41. _ _ _ _ _ _ F _ L.T. IUI_-
T-
,rr - - "
AHu/
I I
2 OII
31 111 3 I' lb" ■■ - - - - - -
■■
I v
W
�-
\
JL
■ 13/4" FIN. FL.
■
I =
r - VI
- vrte - - e/ .,
CONC, PAD BELOW CO L'S I
I " x 16" BLK. COL
z All
1
W/ 05 BA S O 6" O.C. EA, - - '
L - - _
' W/ (4) 05 BARS
- -
U - -
I g' 4"
1O' O"
1
Ill II 411 3' 6" 3' 6"
(TYP. CIP 2 PLACES)
I' 4"
VEI*t.4A FILLED C LS,
91 611
v III�;�
,III
4 FIN,
F I
12" x 12" THKD EDGE
I
I
W/ I •5 BAR CONT,
I I
I I
I Z I
Q I O Q
I (L I
I m I
I - I
I O I -
I � I
I I
I 18" D x 16" W CONC. MONO, FTG. W/ 1
2 •5 BARS CONT. (TYP. I
I I
I I
I I
I
I I
I I
I I
-O' 6" FIN. FL.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
GARAGE DR, RECESS
O.H.D. 101411
20. 8.1 12' 4" 1loll 111 411
51' 4"
71FOUNDATHON PLAN Avv=-90"
■
Li
am
O
r
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
z
m $ z (1 z S "
W
oR N�6'p-, N- a lU a S IL 111 0
U
rza Z�`��mm`mzo
N= Irm w v Q N fl-
a0� 8m "�`o.,, �O
(L q r o 0
Q J Q m 3 &
U L 4 m �` m m 3 3 1 m
DATE 08/21/20
DRAWN BY: pJ9 me
CHECKED : MC
REVLSION3 :
STRUCTURAL NOTES
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK. M.A. CORSON t ASSOC. INC. IS NOT R£8PONSI5LE FOR THE
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS
AND PROGRAMS,
WOOD
L ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE"
MOISTURE CONTENT MUST BE le% OR LESS, STORE WOOD FRAMING
ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION
2, ALL LUMBER SHALL BE SOUTHERN PINE SPECIES 02 GRADE OR
APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW
NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION),
3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH
AWPA STANDARDS TO A MINIMUM 0,40 PCF RETENTION WHERE LUMBER
18 IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING,
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER
SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO
ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED
LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO
ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE
A CLASS RATING PER ASTM 5695 NO LESS THAN 55. ALUMINUM NOT
TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER,
4. PLYWOOD SHEATHING:
A. ROOF: USE IS/32" APA 40/20 RATED, EXP. I, PLYWOOD SHEATHING,
B. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS.
USE a'- O" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING,
STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG
PANEL EDGES AND END JOINTS,
5, WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING
MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS,
TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE
RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL
LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR
PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED,
WOOD TRUSSES
I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR
BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF
FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE
SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL
TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT
REACTION
2, WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH
THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD
TRUSSES: COMMENTARY AND RECOMMENDATIONS, NIB (11213IMTION).
BRACING IN THE PLANE OF THE WEB MEMBERS:
A. THE TRU55 FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL
BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED,
B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2"
THICK NOMINAL LUMBER). THIS BRACING 18 TO BE CONTINUOUS.
C, A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH
VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS,
3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING
SPACED AT W-O" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES,
IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4
e 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED
AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF
BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED
AT 20-FOOT INTERVALS.
4, DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRU55
ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC, SIZES AND LOCATIONS
WITH TRUSS LAYOUT PRIOR TO ERECTION,
5, TRUSSES SHALL BE MANUFACTURED 6 DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN
SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF t PA, AND NATIONAL DESIGN STANDARD
FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-15e5, AND THE
LOCAL CODE JURISDICTIONS,
6, DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS,
1, CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER
AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL.
70 I I ti) I
GARAGE DOOR ATTATCHMENT
2 x 6 R 7. ((/COD BUCK 70 CONC,
1' HIGH DOOR: 4- 3/8"x5" HILTI KWIK BOLT II,
(2 1/2" EMBED.) OR "RED -HEADS"
SPACED EQUALLY 4 WITHIN 12" OF EA. END
8' HIGH DOOR: 5- 3/8" x 5" HILTI KWIK BOLT II,
(2 1/2" EMBED.) OR "RED -HEADS"
SPACED EQUALLY t WITHIN 12" OF EA, END
TRACK BRACKETS TO P.T. BUCK
1' HIGH DOOR: 5 - 3/8" x 1 5/8" LAG SCREWS
WITH WASHER HEADS, SPACED AS RS&D.
BY MANUF. AT EA. SIDE.
8' HIGH DOOR: 6 - 3/8" x 1 5/8" LAG SCREWS
WITH WASHER HEADS, SPACED AS RE&D.
BY MANUF. AT EA. SIDE,
SLIDING GLASS DOOR ATTACHMENT
lx3 P.T. WOOD BUCK /N5T.41 1 A71ON
1/4" TAPCONS a 16" O.C. MAX, t WITHIN 6"
OF CORNERS OR PER DOOR MANUF.
ATTACH THRU FRAME AND BUCK INTO
BLOCK W/ 1 1/4" MIN. PENETRATION INTO
BLOCK WALL
2X4 P.T. WOOD BUCK 70 CONC,
1/4"x2 3/4" TAPCONS m 12" O.G. < WITHIN
6" OF CORNERS
DOOR FRAME TO 2x P. T BUCK:
SILL: 1 - 010 x 1 1/2" PH CP SMIS CENTERED
AT 6" FROM JAMB.
HEADERS: 8 - 1/4" x 1 1/2" LAG SCREWS
CENTERED AT 6" FROM JAMB,
JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED
AT 6" FROM HEAD AND SILL.
SWING DOOR ATTACHMENT
2x4 P.T WOOD BUCK TO CONC
HILTI PINS DS .111" DIA. WITH 1 1/4"
PENETRATION AT 12" O.C. MAX. OR 1/4"x2 3/4"
TAP -CON SCREWS AT 12" O.G. MAX. 6 WITHIN
6" OF CORNERS
NOTE. DOOR BUCKS MUST BE WIDER THAN 774E
DOOR .1AMBS PER R-6/3-6.
1��
/4111111e1 9099
NAILING SCHEDULE
EDGE
FIELD
ITEM
NAIL SIZE
SPACING
SPACING
NOTES
ZONE 1 ! 2
- All Joints In roof decking shall be
(Bd round head
4" o.c.
6" o.c,
covered w/ min. of 4" wide self-
IS/32" CDX
ring shank)
adhering polymer modified bitumen
ZONE 3
Roof sheathing
tape applied directly
(8d round head
4" c.c.
4" o.c,
to the sheathing (secondary water barrier)
ring shank)
Roof sheathing
Sd round head
4" o
N/A
Nall 2x fascia to truss ends w/ (2)to
top of fascia
ring shank
.c.
Ibd nails (min.)
15/32" CDX
ad
4" o.c.
6" o.c.
Wall sheathiflg
23/32" T<G
loll4"
o.c.
6" o.c.
Glue all plywood
Floor sheath)
(PL400 arequal)
Stud to
16d
3 per header ply
2 x 12 header
Tap plate splice
16d
8 per splice
Plate overlap minimum
24", over I stud
14 ga., 1.5" leg.
3/4"
Install lath per ASTM C-1063-99, self -
Wall metal lath
crown staples
b" O.C. along
furring diamond lath, Overlap paper
Framing member
1 1/2", overlap lath I" min. at edges
Gelling i soffit
6d x 1/4" head
6" O.C. along
Install lath per ASTM C-1063-99,
metal lath
roofing nalls. (1
3/4"
Framing member
High ribbed lath
min.embed.
I" min, overlap at edges
S.
I' "I
EDGE
O
O
O O w
O
O
RIDGE
9O
41OO
"00
m O n
ROOF SHEATHING NAILING ZONES
Filled Composfte Beam.., 1 1/2"
clear
Top two courses of 8" "H" block
w/ I 05 bar In ea, filled solid
8" CMU all filled with 3000 psi concrete
Number of courses vary with window
! wall elevations. See roof or
floor framing plan(s)
Precast lintel filled solid
Composite Seam... 11/2"
Top course of 8" "H" blocks over clear
engineered precast lintels, Both
with one 05 bar continuous and both
Filled with 3000 p.s.i. concrete.
Do not splice bars in either course
over openings,
Lintel Seam.,.
8"x8" precast conc.
engineered precast lintel.
with one •5 bar continuous
filled with 3000 p.S.l, concrete.
GENERAL FRAMING E ANCHORAGE NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH
SIMI-SON HETAL20 UNLESS NOTED OTHERWISE ON LAYOUT.
TRUSS MANUFACTURER 18 TO FOLLOW THIS LAYOUT FOR
PLACEMENT OF ALL TRUSSES AND GIRDERS, A SEPIA
OF THIS LAYOUT 18 AVAILABLE FROM ARCHITECT FOR
TRUSS MANUFACTURER'S USE. IF TRUSS MFGR CHANGES
THIS LAYOUT WITHOUT WRITTEN PERMISSION FROM ARCHITECT
THE TRUSS COMPANY BECOMES RESPONSIBLE FOR ALL
ANCHORAGE DETAILS FROM BEARING TO FOOTER.
m
_W
'4
0 0
CAST-CRETE LINTEL SCHEDULE
SAFE
SAFE
LENGTH
LOAD
LENGTH
LOAD
LBS/ FT,
LBS/ FT.
2' 10"
6113
12' O"
1254
3' 6"
6113
13, 4"
I0l5
4' O"
6113
14' O"
1002
4' 6"
6113
14' 8"
13-10
5' 4"
5365
15' 4"
1250
5' loll
4360
1' 4"
950
6' 6"
3480 11
19' 4"
l50
T' 6"
2661
21' 4"
598
9' 4"
1843
22' 0"
1 550
1& 6"
1533
24' o"
1 450
11' 4"
1366
8F16-I5 LINTELS:
BOTH PRECAST LINTEL AND PERIMETER BEAM
HAVE I s5 BAR CONTINUOUS, AND ARE FILLED
WITH 3000 P51 CONCRETE.
IF LINTEL FALLS BELOW 16" COMPOSITE BEAM,
NO ADDITIONAL STEEL 15 REQUIRED - FILL ONLY,
LINTEL 51ZE5:
LINTELS USED SHALL BE 5"-1(" LARGER
THAN THE OPENING BELOW WITH 4"-8" OF
BEARING ON EACH SIDE OF THE OPENING.
LAYOUT 4 FRAMING DATA
ROOF SLOPE: 6/12
CEILING: 0/12
LOADING: 41 .s,f,
I OVERHANGS: 24 ins.
TAILS: Sq
X
Plumb
U
I HEEL HEIGHT: 18 Ins,
DESIGN PA 0
CODE EDITION : F.B.C. 2020 (ITH1 EDITION)
OCCUPANCY CATEGORY
II
EXPOSURE CATEGORY :
C
BASIC WIND PRESSURE :
Se c e
e
ROOF DEAD LOAD :
15
pef
CEILING DEAD LOAD
10
pof
UNINHABITABLE ATTICS W/O STOR.:
10
pef
UNINHABITABLE ATTICS W/ STOR.:
(PER F.B.G, R301,5)
20
psf
134" BRG. HT, (9'10" T.O.F.)
91
SOT, a &W'
MOT. @ 1' 4" FASTEN W/ 14-I0d.
iRVALLEY
FRAMING
NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY
LINE UP WITH TOP CHORD OF SUPPORTING TRUSSES.
IN
0
■
W
a
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTN
BOCC
DATE 08/21/20
DRAWN BY pJg me
CHECED) MC
REVISIONS
6/18/21 PER B.D.
GENERAL NOTES:
Contractor, subcontractors, material suppliers, etc, shall make
themselves familiar with the contract documents and shall verify
all dimensions, condltione at jobeite, plans, specifications, etc, as
applicable and report any discrepancies, errors or omissions to
the architect prior to any work being performed, otherwise we
assume no responslbillty for any errors and the contractor,
subcontractor, material supplier, etc. shall assume full responsiblllty
for errors and/or delays and correct them at their own expence
Changes, revisions, or alterations not made by this office In writing
only, will fully, unconditionally and totally release the architect, Its
employees, consultants and design professions, from any and all
responelbillty.
The architect has not been retained for the supervision or the
administration of the execution of the work of this project.
Each contractor shall be responsible for construction means,
methods, techniques, sequences, and procedures for safety
precautions and shall comply with the requirements of O.S.H.A.
all applicable building codes and all governmental
agencleshaving Jurisdiction.
Each contractor shall make all arrangements for, obtain and pay
for all permits, tests, inspections, and approvals required for his
portion of the work.
All work shall be guaranteed for a period of at least one year
From the date of acceptance.
Stucco shall be two coats approximataly 5/8" thick applied to
masonry. 3/4" thick applied to metal lath. Lath shall be flat
expanded diamond mesh galvanized, paper backed, weighing
not lees than 3.4 pounds per sq. yard.
Glass shall be float, tinted with shading coefficient of .71 catJI,
3/16" tempered for operable glass doors. Tempered giaes shall
comply with ANSI-Z e1l Call glass at showers/tubs to be tempered).
Caulking using Tremco or sq. eflicon-type products shall be
applied at all junctions of wall and window and door frames with
abutting wall surfaces to provide a weathertight water-resistant
Installation.
ELECTRICAL NOTES
Electrical contractor shall comply with the N.E.C. and all
applicable codes or authorities having jurisdiction.
Electrical contractor to coordinate exact locations of all hvac
equip. a it's loads w/ mach, contractor before roughing -In for
proper power and wiring control layout and Installation.
All outlets, switches and Itght fixture locations to be verified
by owner on walk-thru with electrical contractor"
Electrical contractor to sleeve drive and walkways as required
For landscape lighting.
Electrical contractor to provide power as required by pool
contractor for all pool equipment.
Electrical contractor to provide power as required by Irrigation
contractor,
Provide PVC sleeve to Inside surface of garage wall for
phone termination. Service must enter Inside of garage for
security"
Provide outlet for eecurlty eyetem at owners option.
All 110 V, 10, 15 and 20A. receptacles Installed outdoors and In
bathrooms shall have ground fault circuit Interrupter.
Unless otherwise noted, minimum size wire shall be 012 "AWG
excluding control wiring"
Smoke detectors to be powered by house electric service w/
battery back-up. Visible "Power on" Indicator and a test button.
Verify all conductors and breakers w/ egiup, manuf. specs.
All elect, switches shall be 48" a,f.f, unless otherwise noted.
All receptacles shall be 12" a.f.f. unless otherwise noted"
Closet lighting shall be min. 18" clear from adge of &helves.
FLUM51NG NOTES
It shall be the reeponelbillty of the plumbing contractor to
produce an operational system in accordance with these
drawings.
The plumbing contractor shall guarantee the complete eyetem,
parts and labor, for one year after first operation.
Installation and materials shall be in accordance with the Standard
Plumbing Code and all local codes.
Plumbing contractor shall verify location, elevation, and size of
existing mains before installation is started.
Provide vacuum breakers on all hose bibbs and faucets with
hose end connections.
Fixtures shall be protected against water hammer with air chambers
as required by code.
Provide shutoff valves In the potable water supply and each
piece of equipment.
Insulate condensate lines.
All hot and cold water lines shall be copper type I" for under-
ground and type "M" for above ground installation w/ silver
soldered joints.
A/C NOTES
It shall be the reeponetbllity of the A/C contractor to produce
an operational system In accordance with these drawings.
The A/C contractor shall furnish installation details and schematics
OF all equipment to others who connect to the A/C equipment.
t.a. Electrical and Plumbing contractor.
Ductwork shall be I" thick fiberglass w/ taped joints unless noted
otherwise.
Provide condensate overflow pans under all units installed above
calling.
Provide adjustable, opposed blade dampers at all diffusers.
Provide adjustable extractors or sputters at taps Into ducts or
where ducts change directions.
Airconditiontng supplier shall guarantee the complete eyetem, parts
and labor, for one year after first operation. The compressor shall
be guaranteed for an additional 4 years, parts only after first
operation.
Install filters at RAG's. Provide easy access to filters.
Refer to energy calculations for A/C unit SEER requirements.
NOTES:
CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL
FTG, W/ TRUSS MANUF.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES
AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION
+ CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR
EASEMENTS ARE ENCROACHED
• REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE
PROCEEDING W/ WORK
DUROCK SHALL BE USED IN ALL DAMP LOCATIONS 8 IN
ALL SECOND FLOOR WALL AND FLOOR TILE AREAS
• PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT
CONNECTIONS
• TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS
ALL BATH ROOM WALLS SHALL BE INSULATED
• ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED
• ALL FRAMING (WALLS < ROOF) LUMBER TO HEMFIR Fb
1000 MIN.
12
I6
5/5" LT., .
TEXT.
STUCCO
- 9_4" B.H_
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
DATE : 08/21/20
DRAWN BY: pjg me
COWED : MC
REVISIONS :
II'S_' B_H. (ENTRY)
94_ B_H _ _ _ _ _
O'O" FIN, FL.
12 --- ---
6
,[\\,HGzaT ELEVATHON 14'vm--A 9(gvv
21 oil
5/S" LT.
TEXT.
STUCCO
'LT. STUCCO
.TEXTURE
LIHIFT-ELEVATHON
Q 9 00
S/S'. SM. STUCCO ON
IS" x IS" x S" BLK,
COL. W/
4"14. SM. STUCCO CAP
t BASE.
O'O"FIN. FL
11'S" B.N. (ENTRY) Ij7w_ 5'4" EA.. SMOOTH
STUCCO FRIEZE
O:O" FIN _FL.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
DATE : 00/21/20
DBAWNBY : pl mane
CHECIM : MC
REVISIONS
a
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS)
COVER W/ STUCCO
CAULK JOINTS
CONT. BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ.
BEHIND FIN OR FLANGE t
CONNECTION BETWEEN
WIN. FRAME t STUCCO.
ALUMINUM WINDOW
i
•o . 4•0
4•0
° 4 4
5/6" STUCCO
o D P D o
FINISH - MATCH EXIST.
` II11114`�'
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
ALIGN 2x6 P.T. BUCK W/
EDGE OF ELK. WALL <
FINISH W/ 3/4" P.T. FUR
STRIPS < 1/2" DRYWALL
COAT ENTIRE BLK. OPN'G, W/ VULKEM
350 SEALANT FOR WINDOW FLASHING
PER 2014 F,B.C.(5TH ED,) R103.8 (L4) SET
2x6 P.T. WD, BUCKS IN BED OF VULKEM
116 LIQUID FLASHING OR EQ. SEALANT.
ANCHOR BUCKS TO CONC, BM.,
SILL 6 WALLS W/ 1/4'k3 1/4" TAPCONS
(STAGGER) SPACE • 12" O.C. < W/1 3"
OF CORNERS, (MIN. 1 1/4" EMBED.)
COAT FACE AND RETURNS OF BUCKS
W/ VULKEM 350 SEALANT OR EQ, ATTACH
WINDOW THRU BUCK W/ 1/4" TAPCONS
AT EVERY HOLE OR PER MANUF, W/
1 1/4" MIN,
PER 2014 F.B.C. (5TH ED,) R703.8 (1.4)
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC.
WOOD SILL W/ SKIRT TRIM _
VERIFY DESIGN W/ OWNER
6" MIN, POURED CONC. SILL
W/ 1 "5 BAR W/ 8" HOOK
BARS INTO FILLED CELLED
WALL BEYOND (TYP. ALL
WINDOWS) p
2000�9®00
I�6
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS ��-
PER MANUF. SPECS) a ��
COVER W/ STUCCO < DI
CAULK JOINTS
CONT. BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ.
BEHIND FIN OR FLANGE t
CONNECTION BETWEEN
WIN. FRAME 6 STUCCO,
ALUMINUM WINDOW !\y���/y
V V J.L�6 V J. 0 V V J
AIZ B.
5" - (o" ICYNENE
FILLED BLOCK CELL OR
POURED CONC. COL. -
SEE PLANS
ALIGN 2x6 P.T. BUCK W/
Ile EDGE OF ELK. WALL
FINISH W/ 3/4" P.T. FUR
STRIPS t 1/2" DRYWALL
2x6 P.T. WOOD BUCK
ANCHORED TO CONC. BEAM,
SILL t WALLS W/ 1/4"x3 1/4"
TAPCONS (STAGGER) SPACE
• 12" O.G. < WITHIN 3" OF CORNERS.
(MIN. 1 1/4" EMBED.)
See typical note
on wall section at left
II on ceiling
2x4 non -load bearing —
wall w/ studs at troll o,c,
max. Nall drywall at "I"
C.C. A edges E Field.
2x4 fire blocking
mid -span (Per F.B.C.
R302.11.1.2.)
1/2" drywall on interior walls.
Engin, wd, trusses
5/8" Type "X" drywall on clg,
'2x4 dbl, top plate nailed
to truss w/ (2) IOd nails or
blk'g, 6 24" o.c, w/ (2) lOd
nails at loot. chord of trusses
1/2" type "X" drywall on
garage interior walls.
2x4 p.t. sill plate w/
1/4"x3 1/2" Tapcons or
nails at 16" O.C.
Thickened edge - See
Foundation plan
GARAGE WALL d iLidii.o DETAM d S11LiLd 3/4 99=1 9
0
99
This non -bearing type wall (NON -BEARING)
assembly is per. F.B.C. R602,5,
See typical note
I /
on wall section at left
Imo/
Embedded Simpson
anchor - see roof
8 fI. framing plan
,
{� S'4" $.H.
A,
2'0" O.H.
5/8 STUCCO ON P.B. HIGH -Embedded
Simpson
10'4" BOT. OF BM.
°
„
RIB. MTL. LATH CLG.
anchor - see roof
„
E fl. framing plan
"
2'0" O.H.
CONC. COMPOSITE BEAM
8'0" B.H.
° °
SEE ROOF PLAN
5/8" Drywall on ceiling
BEAM...
STUCCO SOFFIT ON
HIGH -RIB P.B.
(COL. BEYOND)
2 courses 8" Hl-blk, with 2 "5 bars
MTL. LATH
continous.. Install Simpson straps at
„
each truss, SEE FRAMING PLAN,
"
with seats. Concrete to be minimum
„
3000 psi.
WALL...
COLUMN....
;;
8" CMU with 05 dowels from beam
"
„
8 x 16"x 16 cone. block col. w/ (3) "5 vert.
„
„
to footer in poured cells as shown
„
„
"
bare In filled cells from footer to top, Hook
on foundation plan. Finish w/ 5/8"
both ends of verticals. Stucco to match
Stucco - See elevations. Interior:
"
„
elevations.
"
3/4 p.t, furring stripe at 16 o,c.
�
„
„
on 3/4" lnaul. lod. and Finish with
"
1/2" drywall.
1 1/2" BLOCK
RECESS (TYP.)
"1,
FOUNDATION...
12" x 12" thk'd edge
;;
FOUNDATION...
;
w/ (1) 05 bar Cont. Slab to be 4" thick
la"Cl x 16"w conc. mono. ftg. w/ 2 05
with fiber-mfx slab reinforcing
,;,,
bare Cont. Slab to be 4 thick"
over 6 mil vtsqueen vapor barrier on
with fiber -mix slab reinforcin g
; ;
potsened well compacted clean fill.
;}
over ro mil vtsqueen vapor barrier on
potsened well compacted clean fill,
SLOPE DN.FIN. F
;;� •
. •
;}'
; '
O'-5" FIN. FL.
;;
v
Q,
° 0,o a 4' a a a
0'-1 3/4" FIN. FL.
I I Iy . , ■■■■■■■■MENNEN
�■
���■
Or■rrrr ■Orr■■■■■■■■■■■■■■■■■■ ■■■■Errrrr �I . L. I . NOON ■■■■■■■■■■
IM■■MMOOEr■■■■■rrrrrr■rrr■■E■r rrrrrrr■■■ EE■NEE■■M■
■■■■■■■■ A�i■■■■■■■■■■■■■■■■■■■■■■ NOON■■rrrr ■r, r■■■■r ■■■■■■■■■■
rrrrrrrr EEEEEEEEEEEEEEEEEEEEEr rrrrrrrrrr ■■ rrrrrr rrrrrrrrrr
rrrrrrrr �� ■■■■■■■■ .�iEEEEEE rrrrrrrrrr
ooEEo' • '• • oroE o0000
MENNEEEEEEiiiGiiiiiiiiiEEEEEEEEEEEEEE
. • • ' •. • • . • - " or000rl00000r000r0000
�0000�1���oo•ou•uu-----
Embedded simpac
anchor - see roof
E fl, framing plan
5/8" STUCCO ON P.B. HIGH
RIB, MTL. LATH CLG,
2X FRAMING ON COL,
BEYOND TO CLG.
8"xl6" porch beam
See roof plan - beam schedule
COLUMN....
5/8" Stucco on 16"xl6" conc.
block column with 4 05 bars
vertical from footer to top,
Pressure treated full length stud
against 8" x lio" column block, with
precut stud adjacent. Attach both
studs to poured column block with
1/2" x 7" Redheads, or equal, at
24" o.c.. Use Palm Beach County
3" x 3" x 1/4" steel washers at each
bolt.
5" - 6" ICYNENE INSUL,
Embedded simpson
anchor - see roof
E fl. Framing plan
5/8" Drywall on ceiling
BEAM.,.
2 courses 8" Hl-blk. with 2 05 bars
continous.. Install Simpson straps at
"
each truss, SEE FRAMING PLAN,
with seats. Concrete to be minimum
„
3000 psi.
„
„
„
„
WALL...
8" CMU with 05 dowels from beam
„
to footer 1n poured cells as shown
on foundation plan. Finish w/ 5/8"
stucco - See elevations. Interior:
3/4" p.t, furring strips at 16" o,c,
on 3/4" insul, bd, and finish with
III1/2" drywall.
.. .. n ancle of
Stucco to match elevations,
I®I
I�I BLOCK --
FOUNDATION...
cont.12" x 12" thk'cl edge FOUNDATION...
6 ,
3ro" x 36" x 12" conc. bare cont. Slab to be 4" thick
ped IL flber-mix slab reinforcing
O.C. bare beyond
_polsened well Compacted clean fill.
SLOPE .
■■■■■■■■■■
■'" NOON ■■■■■■■■■■
EEEE■I■■ErEErEEEE■■■■■M■■MMMMMMM ■EEEEEEEE M■, NOON ■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ M■rj� •/,' / • / • rrrrrr prrrrr■O
EErEEEEEEEEEEEErrrrrrrrrrrrrrrrrrr NEEE rrrrrr EEEEEEEEEE
0000000E■EEEEEEEE■EEErrrrONO,
o0000000000000000m o�roo■
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEMEN O�EEEEE■
EEEEEEEEEEEEEEEEEEEEEErEEEEEEEEENow ■rrrrrrE�j ■Orr
EEEEEEEEEErrrrrrrrrrrrrrEEEEEEEEOrr EEEEEEEEEEEEEEEEEEEEEEEIN
MEN MEN ErEEEEEEEEEEEEEEEE
FFes
W
(Hold frame wall 1/2" inside column
blocks so that 1/2" cdx sheathing
butts to block.
SECTION VIEW
Provide 2 "5 bare hooked from
Footer to tie beam. If "U" block
type beam Is used hook one "5
into each course, outer bar to
top course, inner bar to bottom
course.
ROOFING...
Asphalt shingles on
300 Felt paper
tin tagged to 5/8" cdx roof sheathing on
engineered wood roof truselss at 24"o.c,
Attach roof sheathing to 2x
fascia w/ Sd ring shank nails
s 4" o.c. < 2x fascia to
truss ends w/ (2) 166 nails.
12
EAVE.., e
I x 3, 2 x 8 Smooth cedar fascia
w/ cont, gale, drip edge w/ stucco
on p.b. high rib metal lath soffits.
9'4" B.H.
STUCCO SOFFIT ON
HIGH -RIB P.B.
MTL. LATH
1 1/2" BLOCK
RECESS (TYP.)
0'0" FIN. FL.
5" - ro" ICYNENE INSUL.
i 5/8" Drywall on ceiling
BEAM,,,
2 courses 8" H-blk. with 2 05 bare
continous„ Install Simpson straps
„ at each truss, SEE FRAMING PLAN,
with seats, Concrete to be minimum
3000 psi,
WALL,.,
8" CMU with 05 dowels from beam
• to footer in poured cells as shown
on foundation plan. Finish w/ 5/6"
stucco - See elevations, Interior:
3/4" p.t. furring strips at 16" o.c.
" on 3/4" insul, bd, and finish with
1/2" drywall,
®I
I�I
I�I FOUNDATION...
bars contInous. Slab to be 4" thick
with I �Li(• Iover
ICII ..:- - -compactedclean
NONE rrrrrrr■■r■■■■■■■■rr
NONE ■EMMEEEEEEEEEEEEEEEE
rrrr EEEEEEEEEEEEEEEEEErMEMMEMEMEMEMEMEMEMM
NONE MOMMEMOMMEMMEMEMEME
EEEEEE EEEEE�r*r����rr*■err
IN r0111 ru EEu!:_ PVJ..:� r,n =Ind • '
141
W
N
41)
t�
a
DATE : 08/21/20
DRAWNBY : FJg me
CHECKED : MC
REVISIONS :
E COMPLIANCE
LUCIE COUNTY
BOCCp
QV o
o
®I
I�I
I�I FOUNDATION...
bars contInous. Slab to be 4" thick
with I �Li(• Iover
ICII ..:- - -compactedclean
NONE rrrrrrr■■r■■■■■■■■rr
NONE ■EMMEEEEEEEEEEEEEEEE
rrrr EEEEEEEEEEEEEEEEEErMEMMEMEMEMEMEMEMEMM
NONE MOMMEMOMMEMMEMEMEME
EEEEEE EEEEE�r*r����rr*■err
IN r0111 ru EEu!:_ PVJ..:� r,n =Ind • '
141
W
N
41)
t�
a
DATE : 08/21/20
DRAWNBY : FJg me
CHECKED : MC
REVISIONS :
E COMPLIANCE
LUCIE COUNTY
BOCCp
QV o
o
(2) 2/0 CU
THHN/THWN 6 lU
•I in 2" c —
Meter Can
(2) 250 MGM <
lU 310 IN 2 1/2"
C OR AS PER
FPL
Under rounc
from FP04
Grade
QW
2020 NEC; 21OJ2 (A)
Arc -Fault Clrcuft-/Interrupter Protectlon.
200A
Dwellln nI ;- 1 T4 olt, sin a and 20-ampere
Dieconnecte as required
branch circuits supplying outlets Installed or devices In dwelling
panel
unit kitchens, family rooms, dining rooms, living rooms, parlors,
libraries, dens, sun rooms, recreation rooms, closets, hallways,
laundy areas or similar rooms or areas shall be protected by
any of the means described In the NEC 2020 210,12 (A)(1)
through (6)
To House Service
2020 NEC 406.12
Tamper -resistant receptacles In are required In dwelling units In
all areas as specTfied In 2020 NEC 406.12(A) through (C).
All 125-volt, 15- and 20-ampere receptacles.
TO APPROVED GROUND
(SEE NOTE BELOW)
ELECTRICAL RISER no Scales
2011 NEC 250.52 Grounding Electrodes,
Concrete -Encased Electrode. An electrode encased by at least 2 In. of concrete,
located horizontally near the bottom or vertically, and within that portion of a
concrete foundation or footing that Is In direct contact with the earth, consisting
of at least 20 ft. of one or more bare or zinc galvanized or other electrically
conductive coated steel rainforcing bare or rode of not lees than K in. In diameter.
Reinforcing bars shall be permitted to be bonded together by the usual steel tle
wires or other effective means. Where multiple concrete-ancased electrodes are
present at a building or structure, it shall be permissible to bond only one Into the
grounding electrode system.
A.1r 1 . [ Ai_= AM / I /1Ar) 0,r'Li=MI11 ;=
CI G.
DESCRIPTION
PO
SRKR
WIRE
LOAD
100%
1
REFRIGERATOR
1
20
12
1.5
NO
3-5
ACCU 01
2
40
10
N/C
T-9
AHU -1
2
60
6
10.0
YES
I1-13
15-IT
19
SMALL APPLIANCE
1
20
12
1.5
NO
21
SMALL APPLIANCE
1
20
12
1.5
NO
23
SMALL APPLIANCE
1
20
12
1.5
NO
23
GEN, LIGHTING / FANS
I
15
14
NO
25
27
29
2
4
b
2114 S.F. x 3 WATTS
0
10
DRYER
2
50
8
8.0
NO
12-14
DISHWASHER / DISP.
2
20
12
2.5
NO
16-I8
OVEN/RANGE
2
50
5
8.0
NO
20
WATER HEATER
I
20
72
1.5
NO
22
SPRINKLER PUMP
1
20
112
1.5
NO
24
26
28
30
TOTAL KW LESS 100% LOAD KW 43.3
AIR HANDLER ® 100% 10,000 PANEL / 200 AMP,
FIRST 10 KW • 100% 10,000
REMAINDER a 40% 11,320
TOTAL
31,320
+ 240 PROVIDE 155.5 AMPS
2" SINK W/
DISP. + Dl
(AUTO VEI
2" TUB
G
Florida Budding Code Ith Edition (2020) Energy Conservation
C402.5.6 Recessed lighting.
Recessed luminalres Installed In the building thermal envelope
shall be all of the follawing:
LIC-rated.
2.1-abeled as having an air leakage rate of not more 2.0 cfm
(0.944 L/s) when tested In accordance with ASTM E203 at a 1,51
pef (15 Pa) pressure differential.
3.6ealed with a gasket or caulk between the housing and
Interior wall or telling covering.
(See Section C402.5.13 applicable Bullding cavities)
C402.5.9.1 Vented dropped ceiling cavities.
C402.5.e,2 Unvented dropped calling cavities.
C402.5,'B 3 Separate tenancies.
C402.5.9.4 Air distributlon system components.
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Attic Light
`
(abvl
Can Light
Gen Light VP
P
Disconnect
1^c
Exhaust Fan
rEm
99
Exhaust Fan w- Light
Flood Light
I0a
Garage Door Opener w- GFI
GFI
Opener
Light J-Box VLOJ
J-BOX
v.L.O.J.
PB push button
PB
cable tv outlet
fluorescent light I x 4
light
outlet
outlet 220V
outlet gfl
outlet split
outlet wp-gfI
WP/GFI
,FI,
smoke afcl cc dot
AFCI
�CC DET.
smoke detector AFCI
AFCI
ewitCh
$
switch 3 was
$3
wall light exterior
4
2" VTR
1
1
i
1
1
,
i
'
SHWR.
PLUMDDIHN" RHSER D(siHAAMn
VENT TO REAR OF STRUCTURE
CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE
AC
� r
lu
♦ � � I I
I I
'I J-BOX
I I
OAFCO
I,
1,
iq�
AFCI
,1 sCO DET. AFC
\ 1---------------�--'-----------"-'
1
GAS LIN ,\�P
FOR FU E U
J-BOX
1 '
♦ ♦ 1
♦ I
' sAFG
ri
FOI , ` , 1 ♦I 1
. ` CO PET. '
TV
, 1
M 1
1
1 1
, 1
AFCI
/ � 1
L.
AOX
1 '
-To Garage Lights
rm � z I14r'wid-I Flood L
i� pull call
at JJ \
_ D W HU I I I I
-- ---""- ----- -L.L_
al W.H. :: ----------
To Garage Lights-'
1
rm e � �14�wide�� I
> pull down .{
stair _ J,
z
a
GFI
O
Opener
____________________
i
I
I '
�To Switch e Entry
' a Garage
I �
Z! RDHCAL PLAN
TELECT
aD4° 9(0
°°
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
DATE : 05/21/20
DRAWN BY : I me
CHECKED : MC
REVISIONS :