HomeMy WebLinkAboutAPPROVED pace 2000 4955 South Indian River Drive 6 7 2021SCOPE OF WORK:
WORK CONSISTS OF CONSTRUCTION CMU MAIN HOUSE AT 4955 S. INDIAN RIVER DRIVE FT PIERCE, FL. 34982
WIND CERTIFICATION - DESIGN CRITERIA -
THESE PLANS ARE DESIGNED TO THE FOLLOWING STANDARDS
FLORIDA BUILDING CODE 2020
2017 NEC
WIND SPEED -160 MPH V ULT -
EXPOSURE„D„
STRUCTURE IS ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- .18
BUILDING CATEGORY II IMPORTANCE FACTOR 1.0
DESIGN PRESSURES -160 VULT - EXPOSURE D MEAN ROOF HEIGHT < 15
NOTE SHEATHING TO BE 19132" CDX PLYWOOD WITH 2'/Z" X 0.131 OR " L 4" N CENTER EDGES
3 X 0.120 RING SHANK NAILS O ON AND IN
FIELD 4955 SO
INDIAN RIVER DRIVE
HIP ROOF > 20 TO 27 DEGREES
+
1 10 30.8 54.7
1 20 26.2 -48.2FORT PIE.RCE 1 50 +20.6 -40.0 FLO
34982
- 1 100 +16.5 -33.7
2E,2R,3 _ 10 +30.8 -75.0
2N,2R,3E 20 +26.2 -67.0
2N,2R,3E 50 +20.6 -56.4
:
2N,2R,3E 100 +16.5 -48.5
_
WALLS Digitally
4 10 +40.6 -44.1
4 20 +38.8 -42.2
4 50 +36.8 -39.8
4 100 +37.0 -38.0 `.
_McCart
4 500 .2 O
- 30 33.7
5 10 40.6 54.4
+ -50.7
-
5 20 38.8 .
+ _ _
5 50 36.5 45.9
• IaO6,IIII07
5 100 +37.0-42.1202 5 500 30.2 34.3 ate•
WINDOW NOAS
SIZE TYPE MANF MODEL DESIGN PRESSURES NOA EXPIRES
Joe
REQUIRED PROVIDED
+:+Mccart 12:03*014
'001
26 / X 76 SH PGT SH7700A 40.6/ 54.4 65/ 80 20-0411.11 08/23/2023
53 X 63 SH PGT SH7700A +40.6/-54.4 +65/-80 20-0411.11 08/23/2023
37 X 63 SH PGT SH7700A +40.6/-54A +65/-80 20-0411.11 08/23/2023
37 X 76 SH PGT SH7700A +40.6/-54.4 +65/-80 20-0411.11 08/23/2023
_48 X 30 FIXED PGT PW7720A +40.6/-54.4 +80/-80 20-0401.10 02/19/2024
74 X 16 FIXED, PGT PW7720A +40.6/-54.4 +80%80 20-0401.10 02/19I2024 , r
._.-_............_._. _.,. _..._... - ..r_..._.__I- .... _...._ .._._____.._ _..__..._...
EXTERIOR DOOR NOAS
SIZETYPE MANF MODEL DESIGN PRESSURES NOA EXPIRES _t......_....._...W....... __ -.. _..._. _......_.....:...:.._ _._. _. _ ._.. _. _ ..._..__ ». _1_ ..:.._..._._.... _ _.........._ .. _.......-. _ _. _....._--_..._..........._..........:»............. ._ _..:.
REQUIRED PROVIDED
�„
- _ ,
2 0 X 8 0 3P3T SGD PGT SGD770 3 / SILL 36.8/ 39.8 60/ 60 20 0429.09 02/17/2025 .. _ _....�_.. _.._..:.:.: _� .�..
_ _T.. _ � ..�.-.. _ _ A _� ._ .... _.. .» . ". _... _ .» _ . . r r r _._ _ ._... r.. ..... r r � -r-
6-0 X 6-8 DBL ENTRY THERMA TRU SMOOTH STAR +38.8/-42.2 +50/-50 FL 20468.3 -
,
.».i -
16-0 X 8-0 OVERHEAD CLOPAY +36.5/-45.9 +54/-63 FL 16546 r_._. _. ...- - -- - " -- ._ - - . _r._. _ r F . �_. _ _ r»-__ ..._._....... _. _ _ r r r-__ -...
8-0-0 X 8-0 OVERHEAD CLOPAY +36.5/-45.9 +54/-63 . FL 16546 �.._ i -.._.. _._._...........,_ -_�.. _� _..._ _ .._. _ _.._ _...:._......._ ._...... _....
- r.. _ . _ ... _... �....-. »
ROOF SYSTEM OWENS CORNING SHINGLE 17-1211.02 07/19/2021 _...._......._....._._ �._... -
UNDER LAYMENT POLYGLASS POLYSTICK 17-0614.22 9/13/2021 r
LAP SIDING NICHIHA NICHIBOARD 19-0328.02 07/22/24 IF
..__------- --
Drawing
Page
Description
1
Cover Sheet
Index of All Sheets
Front Elevation
Building Code Information
Drawing Symbols
2
Floor Plan
Floor Plan Notes
Opening Schedules (Doors & Windows)
Wall Legend
Product Approvals
Area Tabulation
3
Window & Door Schedules & Cabinet Blocking
4
Front & Rear Elevations
Elevation Notes
Elevation Details
Roof Layout
Roof Notes
5
Side Elevations
Elevation Notes ,
Elevation Details
6
Foundation
Exterior Building Dimensions
Plumbing Locations & Dimensions
7
Truss Layout
Truss Connectors
Connector Schedule
Truss Notes
Lintel Schedule
8
Structural Details
9
Structural Details
10
Electrical Plan
Electrical Plan Notes
Electrical Symbol Legend
Electrical Riser Diagrams
11
HVAC Layout to be supplied, b Contractor
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SCALE:
SCALE: 1/4"=1'-0"'
(UNLESS OTHERWISE NOTED)
JOB #:
21.0002=PAC
DRAWN BY
CDE -
CHECKED B CK Y:.
D - M C EJ
DRAWING SYMBOLS ABBREVIATIONSPROJECT INFORMATION
AB
ANCHOR BOLT
HT
HEIGHT
AFF
ABOVE FINISHED FLOOR
HORZ
HORIZONTAL
ANCH
ANCHOR
HDR
HEADER
@
AT
HB
HOSE BIB
B
BASE (CABINET)
INSUL
INSULATION
BLDG
BUILDING
INT
INTERIOR
BOT
BOTTOM
LVR
LOUVER
BRG
BEARING
MAX
MAMIMUM
CJ
CONTROL JOINT
MIN
MINIMUM
CL
CENTER LINE
NTS
NOT TO SCALE
CMU
CONCRETE MASONRY UNIT
O/C
ON CENTER
COL
COLUMN
OPT
OPTIONAL
CONIC
CONCRETE . .
OSB
ORIENTED STRAND BOARD
CONT
CONTINUOUS ,
PC
PRECAST
CONST
CONSTRUCTION
PWD
PLYWOOD
CANT
CANTILEVER
PSI
POUNDS PER
SQUAREINCH
CLG
CEILING
PSF
POUNDS PER SQUARE FOOT
DBL
DOUBLE
PT
PRESSURE TREATED
DIA-QJ
DIAMETER
RBC
RESIDENTIAL BUILDING
CODE
DN
DOWN
REF
REFERENCE
DW
DISHWASHER
REINF
REINFORCE-ING-ED
DWG
DRAWING
REQ
REQUIRED
EA
EACH
RNG
RANGE`
EJ
EXPANSION JOINT
RO
ROUGH OPENING
ELEC
ELECTRICAL
R&S
ROD AND SHELF
ELEV
ELEVATION
SHT
SHEET
EQUIP
EQUIPMENT
SIM
SIMILAR
Ew
EACH WAY
SYP
STRUC7
SGD
SQ
T&B
TYP
LINO
VERT
V(S)B
W
W/ - W/ b
SOUTHERN
YELLOW PINE
� 9
D1.X
BUILDING SECTION KEYNOTELIDING
®
CMU CELL FILLED SOLID
W/ (1) #5 REBAR
oT31
DETAIL MARKER
DETAIL
NUMBER
- - s1 1
DRAWING DETAIL
IS SHOWN ON
FOUNDATION CALLOUT
r - ._ - _ ._ - - _
1 7
1
1 1
1 1
DETAIL
REFERENCE
1
ELEVATION DETAIL MARKER
OWNER
BOBO RESIDENCE
GENERAL CONTRACTOR:
PACE 2000
445 NW PRIMA VISTA BLVD
PORT ST. LUCIE, FL 34983 OFFICE: 772-340-7223
www.pace2000homes.com
DRAFTING BY:
CADD DESIGN &ESTIMATING GROUP
350 MYRTICE AVE.
MERRITT ISLAND, FL. 32953
TELEPHONE: 321-626-5645
FAX: 321-600-2108
ARCHITECT: ,_ „
JOSEPH P. McCARTY 37 16/78 FIG 8 0 H.H. TEMP WINDOW
ARCHITECT I
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EXT
EXTERIOR
STRUCTURAL
LOT:
NIA
FBC
FLORIDA
BUILDING CODE
S, GLASS
DOOR
ADDRESS:
4955 S. INDIAN RIVER DRIVE
FORT PIERCE, FL. 34982
FFE
FINISHED FLOOR ELEVATION
SQUARE
OPENING
PROTECTION
FND
FOUNDATION
TOP AND BOTTOM
FLR
FLOOR
TYPICAL
BUILDING DEPT
ST LUCIE COUNTY
FRP
FIRE RATED
PLAYWOOD
UNLESS NOTED
OTHERWISE
FT
FOOT/FEET
VERTICAL
COUNTY
SAINT LUCIE COUNTY
FTG
FOOTING
VANITY (SINK) BASE
GARAGE ORIENTATION
LEFT
GYP
GYPSUM
WALL CABINET
(CABINET)
GWB
GYPSUMWALL BOARD
_
WITH WITHOUT
ROOF MATERIAL
SHINGLE
nc.
900 E. OSEOLA ST.
INTERIOR ELEVATION
STUART, FL.
CALLOUT
PHONE: 772.287.6735
THRESHOLD
LIC NO. 9639
12
g OR 6/12
ROOF PITCH
31/2"
BFF
FOUNDATION
- ELEVATION
1
ELEVATION KEYNOTES
SQUARE
FOOTA S
SQ. FT:
CONDITIONED FLOOR
2699 .
TOTAL LIVING
2699
COVERED ENTRY
197
COVERED PATIO
276
GARAGE
652
TOTAL NON -LIVING
1125
TOTAL UNDER ROOF
3824
1 C O THE_13 OF MY
KN LIEF AT THESE
P NS f S OMPLY
T 1j� I ION OF
T h• IT AND
E DE D
Y THE ITTI
JU [SDI CTION4 •• •
'0
• JOSEPH RTY�
Aq�R Inc
.900 E. OSEOLA ST.r
CAS .STUARTG � F¢
SHEET: OF 11