HomeMy WebLinkAboutRevisions; Insulation Changes & Truss Connector Schedule ChangesOFFICE USE ONLY:
DATE FILED: . �5--
REVISION FEE: S - D 0
LOCATION/SITE
ADDRESS:
PERMIT # I v " y 03aq
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34992.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REmm,
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
n�.�rrcrn�vc.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): 7 . -- FAX:
OWNER/BUILDER INFORMATION:
NAME: _
ADDRESS:
CITY:
PHONE (DA
ARCHITECT/ENGINEER INFORMATION:
NAME: ttY G�t�
ADDRESS: .3. Uli S
CITY: STATE: _
PHONE (DAYTIME):NT�?�s
SLCCC: 9123109
Revised 06130117
F�!!eE , dig p
Pe ps ePartment
St. Lucie County, FL
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Powers Residence
Builder Name:
Street: 6418 Riverland Drive
Permit Office:
City, State, Zip: Port St. Lucie , FL , 34982
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, ST_LUCIE_CO_INTL
County:: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing New (From Plans)
9. Wall Types (3514.8 sqft.)
Insulation Area
j' 2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior
R= 5.0 3128.00 ft2
b. Frame - Steel, Adjacent
R= 20.0 386.83 ft2
:3. Numberof units, if multiplefamily 1
c. N/A
R= ft2
4. Numberof Bedrooms 3
d.N/A
R= ft2
10. Ceiling Types (1627.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvented)
R= 20.0 1627.00 ft2
6. Conditioned floor area abovegrade (ft2) 2427
b. N/A
R= ft2
Conditionedfloor area belowgrade (ft2) 0
c.
R= ft2
11. Ducts
R ft2
7. Windows(436.9 sqft.) Description Area
a. Sup: AHU1, Ret: AHU1, AH: Garage
6 125
a. U-Factor: Sgl, U=0.94 120.00 ft2
b. Sup: Attic, Ret: Attic, AH: Attic
6 85
SHGC: SHGC=0.36
b. U-Factor: Sgl, U=1.11 112.00 ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.27
a. Central Unit
46.0 SEER:19.0
b. Central Unit
24.0 SEER:19.0
c. U-Factor: Sgl, U=1.07 89.78 ft2
SHGC: SHGC=0.30
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: other (see details) 115.11 ft2
a. Electric Heat Pump
50.5 HSPF:11.00
SHGC: other (see details)
b. Electric Heat Pump
24.4 HSPF:10.50
Area Weighted Average Overhang Depth: 6.096 ft.
Area Weighted Average SHGC: 0.313
14. Hot watersystems
a. Electric
Cap: 80 gallonsEF:3.500
8. Floor Types (2427.0 sqft.) Insulation Area
a. Slab -On -Grade Edge Insulation R=0.1 2427.00 ft2
b. Conservationfeatures
4 b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
CF, Pstat
•••••••••
'' P'••• CM •••R al Proposed Modified Loads: 60.17
Glass/Floo ,' C ' •'�� P
PASS
�'l
Total Baseline
Loads: 81.16
�•4
I hereby c t the plans and specifiati covere
'
Review of the plans and'i�s•q?,
this calcula e in c with da El r
specifications covered by this
Code. •1j
C�tr�
calculation indicates compliance
r�,, '' �,.�` t •�+
�O
••"�
with the Florida Energy Code.
!%Irr"'u=:r" ::•��'`�ti,
PREPARED "
DATE:
Before construction is completed
this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
�.
with the Florida Energy Code.
OWNER/AGENT:
BUILDING O FI I L:
DATE:
DATE:
- Compliance requires certification by the air handler unit manufacturer that t a ndlte n u Vf,certified factory -sealed in accordance with R403.3.2.1.- Compliance requires an Air Barrier and Insulation Inspection Checklist in acc d th 4 1 project requires
an envelope leakage test report with envelope leakage no greater than 4.00 ACH50 (R402.4.1.2).
Flle Copy
9/21 /18 9.44 AM EnergyGaugeOUSA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R40&2017
PROJECT
Title:
Powers Residence
Bedrooms: 3
Address Type:
Street Address
Building Type:
User
Conditioned Area: 2427
Lot#
Owner Name:
Total Stories: 2
Block/Subdivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street:
6418 Riverland Drive
Permit Office:
Cross Ventilation:
County:
St. Lucie
Jurisdiction:
Whole House Fan:
City, State, Zip:
Port St. Lucie ,
Family Type:
Single-family
FL, 34982
New/Existing:
New (From Plans)
Comment:
CLIMATE
/
Design Temp
Int Design Temp Heating
Design Daily Temp
V/ Design Location
TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, ST_LUCIE_CO_INTL FL_VERO_BEACH_MUNI 39 90
70
75 299
58
Medium
BLOCKS
Number
Name
Area Volume
1
Block1
1627 17897
2
Block2
800 7200
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled
Heated
1
AHU1
1627 17897 Yes 2
1
1 Yes
Yes
Yes
2
AHU2
800 7200 No 2
2
1 Yes
Yes
Yes
FLOORS
#
FloorType
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1 Slab -On -Grade Edge Insulation AHU1 194 ft 0.1
1627 ft2
0 0
1
2 Slab -On -Grade Edge Insulation AHU2 119 ft 0.1
800 ft2
0 0
1
ROOF
/
Roof Gable Roof
Solar
SA Emitt
Emitt Deck
Pitch
V #
Type
Materials Area Area Color
Absor.
Tested
Tested Insul.
(deg)
1
Gable or shed
Metal Roof 1762 ft2 338 ft2 Medium
0.75
No 0.9
No 20
22.6
ATTIC
t/ #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Unvented 0
1627 ft2
N N
9/21/18 9.44 AM EnergyGauge®USA - FlaRes2017Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
#
Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1
Under Attic (Unvented)
AHU1
20
Open Cell Foam
827 ftZ
0.11
Wood
2
Under Attic (Unvented)
AHU2
20
Open Cell Foam
800 ftZ
0.11
Wood
WALLS
Adjacent
Cavity
Width
Height
Sheathing Framing Solar
Below
n�nt
To
Wall Type
Space
R value
Ft In
Ft In
Area
R Value
E-fi�n Ah
1
NE
Exterior
Concrete Block - Int Insul
AHU1
5.0
22
8
11
249.3 ftZ
0 0.5
0
2
NE
Exterior
Concrete Block - Int Insul
AHU1
5.0
32
8
11
359.3 ft2
0 0.5
0
3
SE
Exterior
Concrete Block - Int Insul
AHU1
5.0
28
0
11
308.0 ftZ
0 0.5
0
4
SE
Exterior
Concrete Block - Int Insul
AHU1
5.0
16
0
11
176.0 ftZ
0 0.5
0
5
SW
Exterior
Concrete Block - Intlnsul
AHU1
5.0
14
0
11
154.0ft2
0 0.5
0
6
SW
Exterior
Concrete Block - Int Insul
AHU1
5.0
18
8
11
205.3 ftZ
0 0.5
0
7
SW
Garage
Frame - Steel
AHU1
19
22
8
11
249.3ft2
0 0.5
0
8
NW
Exterior
Concrete Block - Int Insul
AHU1
5.0
52
11
572.0 ftZ
0 0.5
0
9
NE
Exterior
Concrete Block - Int Insul
AHU2
5.0
33
4
9
300.0 ftZ
0 0.5
0
10
SE
Exterior
Concrete Block - Int Insul
AHU2
5.0
28
0
9
252.0 ftZ
0 0.5
0
11
SW
Exterior
Concrete Block - Int Insul
AHU2
5.0
33
4
9
300.0 ftZ
0 0.5
0
12
NW
Exterior
Concrete Block - Int Insul
AHU2
5.0
28
0
19
252.0 ftZ
0 0.5
0
13
NW
Garage
Frame - Steel
AHU1
19
12
6
11
137.5 ftZ
0 0.75
0
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall
Overhang
#
Ornt ID
Frame Panes
NFRC
U-Factor SHGC
Imp Area
Depth
Separation
Int Shade Screening
1
NE 1
Metal Single (Clear)
Yes
0.94
0.36
Y
40.0 ft'
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
2
NE 2
Metal Single (Clear)
Yes
1.11
0.27
Y
64.0 ftZ
9 ft 4 in
2 ft 0 in
Drapes/blinds
None
3
NE 2
Metal Single (Clear)
Yes
0.94
0.36
Y
40.0 ft'
9 ft 4 in
2 ft 0 in
Drapes/blinds
None
4
NE 2
Metal Single (Clear)
Yes
0.99
0.33
Y
5.3 ft'
9 ft 4 in
2 ft 0 in
Drapes/blinds
None
5
SE 3
Metal Single (Clear)
Yes
0.99
0.33
Y
5.3 ftZ
4 ft 6 in
2 ft 0 in
Drapes/blinds
None
6
SE 4
Metal Single (Clear)
Yes
1.11
0.27
Y
48.0 ftZ
14 ft 0 in
1 ft 0 in
Drapes/blinds
None
7
SE 4
Metal Single (Clear)
Yes
1.02
0.29
Y
37.3 ftZ
14 ft 0 in
1 ft 0 in
Drapes/blinds
None
8
SW 5
Metal Single (Clear)
Yes
0.99
0.33
Y
13.3 ftZ
6 ft 8 in
2 ft 0 in
Drapes/blinds
None
9
SW 6
Metal Single (Clear)
Yes
1.07
0.3
Y
20.0 ft'
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
10
SW 6
Metal Single (Clear)
Yes
1.07
0.3
Y
20.0 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
11
NW 8
Metal Single (Clear)
Yes
0.99
0.33
Y
13.3 ft'
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
12
NW 8
Metal Single (Clear)
Yes
1.07
0.3
Y
15.6 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
13
NW 8
Metal Single (Clear)
Yes
1.07
0.3
Y
15.6 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
14
NE 9
Metal Single (Clear)
Yes
1.07
0.33
Y
18.7 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
15
NE 9
Metal Single (Clear)
Yes
0.94
0.36
Y
40.0 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
16
SE 10
Metal Single (Clear)
Yes
0.99
0.33
Y
5.3 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
17
SE 10
Metal Single (Clear)
Yes
0.99
0.33
Y
5.3 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
18
SW 11
Metal Single (Clear)
Yes
0.99
0.33
Y
11.1 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
19
SW 11
Metal Single (Clear)
Yes
1.07
0.3
Y
18.7 ftZ
1 ft 6 in
2 ft 0 in
Drapes/blinds
None
9/21/18 9.44 AM EnergyGauge®USA - FlaRes2017Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
#
Floor Area Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
440 ft2
440 ft2
44 ft 8 ft 1
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse
Proposed ACH(50)
.000263
1673.1 91.85 172.74 .2427 4
HEATING SYSTEM
#
System Type
Subtype
Efficiency Capacity Block
Ducts
1
2
Electric Heat Pump/
Electric Heat Pump/
None
None
HSPF:11 50.5 kBtu/hr 1
HSPF:10.5 24.4 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow SHR Block
Ducts
1
2
Central Unit/
Central Unit/
Split
Split
SEER:19.0 46 kBtu/hr 1380 cfm 0.75 1
SEER:19.0 24 kBtu/hr 720 cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
#
System Type SubType
Location
EF Cap Use SetPnt Conservation
1
Electric Heat Pump
AHU1
3.5 80 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model# CollectorModel# Area Volume
FEF
None
None
ft2
DUCTS
/
#
---- Supply ----
Location R-Value Area
---- Return ---- Air CFM 25 CFM25
Location Area LeakageType Handler TOT OUT QN RLF
HVAC #
Heat Cool
1
2
AHU1 6 125 ft2
Attic 6 85 ft2
AHU1
Attic
40 ft2 Default Leakage Garage (Default) c(Default) c
30 ft2 Default Leakage Attic (Default) c(Default) c
1 1
2 2
9/21/18 9.44 AM EnergyGauge®USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM, R405-2017
TEMPERATURES
ProgramableThermostat: Y
Ceiling Fans:
Coolin Jan
Heating H Jan
Feb
H Feb
[ Mar
N Mar
Apr
f Apr
f
Ma
I May
Jun
Jun
ri
X Jul
Jul
X Aug
f Aug
4
Se
SeP
Oct
Oct
Nov
XNov
Dec
XDec
Ventin Jan
Feb
X Mar
[Xj A r
[
Ma
Jun
[ Jul
[ Au
[
Se [
Oct
[X Nov
[ ] Dec
Thermostat Schedule:
HERS 2006
Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78
78
78
78
80
80
80
80
PM
80
80
78
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
9/21/18 9.44 AM EnergyGauge®USA - FlaRes2017Section R405.4.1 Compliant Software Page 5 of 5
0
N
33,-4„
5,_4„ 4,_0" 5'-4 10'-0"
EGRESS
2:6>
<2.5
2.
0
N
12'-11" 5'
14,_7,
BONUS
N
N
BED 3
203
ROOM
202
co
42" LOW WALL
EL. 1 l'-4"
T.O. PLYWOOD
=
u>
^Tr
T.O. TREAD
ELEV @ 9'-6 a'
o
0
N
do
2.3CGS
o
N
0
9
N
N
"LO
8 2 41_411 3,_4„
Fmlffimmm
ftj
4
_
u
r'
TOFF 7 --ATTIC ACCESS
204 < (REFER TO DETAIL)
HALLWAY
BED 2
M
o/4„
BATH 3 1
67/ 77/ 205 9,_9„ 51. 3,_0„ 5„
201
14,_11co
�
2.1
2.2
OEGRESS
°
-
NOTES
3,_4„ 9,-4„
33,_4„
1. ALL FURNISHING & CABINETRY TO BE SUPPLIED BY OWNER
2. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION,
ANY DISCREPANCIES ARE TO BE DISCUSSED WITH ARCHITECT
3. WALLS ARE TO RECEIVE A LEVEL 4 FINISH & READY FOR PAINT (COLOR BY OWNER)
4. INSULATION TO BE INSTALLED AS F-0.LLOW&.-
2
- EXTERIOR WALLS MIN.
R5.1 MIN. R30 ROOF TRUSS RAFTERS ATTIC CEILING $ MIN.>
5. F.F. ELEVATION REPRESENTS T.O. CONC. SLAB, COORD. w/OWNER ON ALL FINISHES
`6. REFER TO KITCHEN DWGS FOR LAYOUT SPECIFICS
7. REQUIRED EGRESS OPENINGS ARE LOCATED AS SHOWN PER FBC R310
8. ALL EXTERIOR WINDOW AND DOORS OPENINGS ARE TO BE HURRICANE IMPACT RATED,
REFER TO NOA OR PRODUCT APPROVAL FOR MORE SPECIFICS
9. REFER TO ELECTRICAL PLAN FOR REQUIRED SMOKE AND CO2 DETECTOR LOCATIONS
10. ALL INTERIOR DOORS ARE TO BE INSTALLED A MIN. OF 4" OFF OF ADJACENT WALL TO
ALLOW FOR WOOD MOLDING.
11. BUILDING INSULATION TO BE INSTALLED AS FOLLOWS: �Q
EXTERIOR MASONRY WALLS: a' RIGID FOAM BOARD R-4.1 S
TERIOR WALLS wAn A/C SPACES: UNFACED R-11 BATT
ROOF TRUSSES (TOP CHORD): 5.5" OPEN CELL FOAM R-20 CLASSIC MAX TT
WALL BETWEEN GARAGE & MASTER BATH: 5.5" OPEN CELL FOAM R-20 CLASSIC MAX TT
12. WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN
200 & A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 CONTRACTOR TO
VERIFY ALL FINISH MATERIALS INSTALLED ARE CATEGORIZED WITHIN THIS REQ'D INDEX
13. INSULATION MATERIALS, INCLUDING FACINGS; SUCH AS VAPOR RETARDERS AND
VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES,
ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL
,HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING
SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. CONTRACTOR TO VERIFY ALL FINISH
MATERIALS INSTALLED ARE CATEGORIZED WITHIN THIS REQ'D INDEX
14. ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS; HEATING, VENTILATING, AIR
CONDITIONING; PLUMBING APPLIANCES & FIXTURES; DUCT SYSTEMS; AND OTHER
SERVICE EQUIPMENT SHALL BE LOCATED AT 12" ABOVE THE BASE FLOOD ELEVATION
ALL EQUIPMENT TO BE MOUNTED ON ALUM. STAND IF EQUIPMENT PAD NOT LOCATED 12'.
ABOVE BASE FLOOD ELEVATION; REFER TO NOA FOR SPECIFICS.
GENERAL NOTES FOR ALL PARTITIONS
1. TILE BACKER BOARD OR DUROCK IS TO BE USED AT ALL WET WALL
TILE APPLICATIONS, METAL STUDS SHALL BE 20 GAUGE & 16" O.C.
2. STUD GAUGE SHALL BE AS SPECIFIED, EXCEPT AT BATHROOMS &
KITCHENS A MIN. 20 GAUGE @ 16" O.C. SHALL BE USED WHERE
CABINETS OR PLUMBING FIXTURES ARE HUNG.
3. PROPER BRACING OF STUDS SHALL BE THE RESPONSIBILITY OF
THE SUB -CONTRACTOR INSTALLING THEM.
4. FASTEN METAL TRACK TO CONCRETE SLAB W/ POWDER ACTUATED
FASTENERS @ 24" O.C. TOP AND BOTTOM
5. CONTRACTOR TO VERIFY STUD GAUGE BASED ON FLOOR TO
FLOOR HEIGHT.
6. PROVIDE 1" DEFLECTION HEAD AS REQUIRED
7. ALL PERIMETER DRYWALL SEAMS, CONSTRUCTION JOINTS AND
WALL PENETRATIONS ARE TO BE SEALED WITH TAPE, FOAM AND/OR
CAULK TO FORM AN AIRTIGHT SEAL.
8. GYP WALLBOARD TO BE ATTACHED w/ MIN. 1-5/8" DRYWALL
SCREWS AT MIN. 16" SPACING. CEILINGS ATTACHED AT 12"SPACING
(PER NATIONAL GYP ASSOC. STANDARDS)
9. ALL INTERIOR, NON -PLUMBING, WALLS ARE 3-5/8" METAL STUD w/ 5/8"`DRYWALL U.O.N.
F
00
N 1.7
Y O
MASTER
3
59'-10"
A301',
Sim.
6,_4„
12,_8„
1.2,_8„
11'-101,
N
BACK PORCH
12" MASONRY
COLUMN (TYP.)
1.4
w
w
I
EGRESS�7
O
I I
o
o
J
1
m
N
T.O. CONC. SLAB
v
°
3.4 8-0 2-8 10-0 5-4 2-0 1-4
SUITE
107
1.9 1.3 1.6
"■
4,_0„ y_6„ 8,_6„ 4'-1
DINING REFER TO A502
mgmmm_- TL ' FOR STAIR
P 3,_6„
CU-1
C
BATH 1
o 108
N
m
1.10
ih
4,_0„
°
M6 PLUM G WALL
2 N D FLOOR 5,_3„ 8,_5„ 3,_011
1 "
1/4" = 1' A3o1
M 1.5 j
_4 4„
II
/ O C
L -\ J
ATTIC ACCESS
(REFER TO DETAIL)
FPLMETER &'
DISCONNECT
- GARAGE
.. � ,
109
1 W 0
WATER TREATMENT
N EQUIPMENT
io 0
EL. - 0'-8" AFF
T.O. GARAGE SLAB
HRH 6" CONC SLAB
(GARAGE ONLY)
LEGEND
8" CMU WALL W/ 8" HAT CHANNEL OR 1x
P.T. WOOD FURRING STRIPS @ 16" O.C. &
5" GYP BOARD, U.O.N.
0 3 e" METAL STUD WALL @
16" O.C. w/ g' DRYWALL
WALL INSULATION (REFER TO NOTES)
PLUMBING WALLS TO HAVE 6"
EQUIVALENT @ 16" O.C.
h
E) ERIOR DOOR SCHE
LIVING
105 S EQIFIcs
106
EL. 0'-0" (8.0' NAVD 88)
T.O. CONC. SLAB
i o0
PAN
RY
6'-3"
" T-10" „
6'-11" 6'-9" T-01/2"
rRANSE_e ;
BLIdVE
mmmmmmm
----
- 01# H06D
o
a
-
D
O
4.10
LAUNDRY
KITCHEN
6„
104
103
811
HALLWA
110[7
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1 "RECESS x 8" WIDE 6
L3,_4„ 16-0„ 3-411
22,_8„
Db R NUMBER
SIZE
s
REMARKS
MARK
F
wCL
w
NOA!
Q"
w
FL:PRODUCT
¢
U_
APPROVAL
GROUND FLOOR
1.1 - ENTRY
4'-8"
8'-0"
FIBERGLAS
SWING
WOOD
TBD
THERMA-TRU
/ GLASS
T DOOR w/ SIDELITE
1.2 - NOT`USED
1.3-LIVING
8'-0"
8'-0"
ALUM/Gl
SLIDING
ALUM
17-0420.12
PGT
2 PANEL SGD
1.4-BED';f
6'-0"
V-0"
ALUM/GL
SWING
ALUM
17-0504.01
PGT
DOUBLE FRENCH DOOR
1.5 - GARAGE (MAN)
3'-4"
T-4"
HM
FLUSH
HM
TBD
4" CONC CURB & DOOR SWEEP
1.6 -GARAGE
16'-0"
8'-0"
STEEL
GARAGE
TRACK
TBD
CIOPAY WINGUARD
* ALL MISSING NOAs TO BE SUBMITTED FOR APPROVAL PRIG TO INSPECTION
ROOM SCHEDULE
N
1.4
to
SLOPE_
II
1
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N
If
(
SLOPE_
I4
3
A301
SIM.
BATH 2 4, 1:3 6'-B"
FOYER .1 EL -0'-4"
3'-4'
00 4". T.O. CONC. SLAB
102
OL
SO A<
,
1.2 v 12" MASONRY COLUMN
O O (TYP.)',
Iddh
3-4 3-4 6-0 3-4 Z-81.
2 ALL MANUFA6fiURE HGC C S
SHOWING 14'-0 4'-6"
A301 U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST WS PLANS AND ALL WOpK
REMAIN ON ALLDOORSOAND WINDOWS
OVED ARE SUBJECT TO ANY C iffp{gf 3 GROUND FLOOR
I -INSPECT( REQUIRED BY FIELD INSP 3 THAT
UNTIL
MAY BE NECESSARY IN ORDER TO 1 /4n q .� �
J COMPLY WITH ALL APPLICA®LG 000E3.
CONCEALEOFASTENERS ORAI7 SCHEDULE
+
ARE THE RESpMSlBlUlpOF Ti ENTS WINDOW S C H E D U L E
CONTRAMROFRECORD
ROOM NUMBER
FLOOR
BASE
WALL
CEILING
101 - FOYER
BY OWNER
WOOD
%° GYP.
y2" GYP.
102 - BATH 2
TILE
TILE
%s'' GYP.
Y2" GYP.
103 - KITCHEN
BY OWNER
WOOD
%" GYP:-
Y2" GYP.
104 - LAUNDRY
TILE
WOOD
e' GYP.
)2" GYP.
105 - DINING
BY OWNER
WOOD
%" GYP.
)2" GYP.
106 - LIVING
BY OWNER
WOOD
s/e" GYP.
Y2" GYP.
107 - MASTER SUITE
BY OWNER
WOOD
5/e" GYP.
)2" GYP.
108 - BATH 1
TILE
WOOD
s/a" GYP, :
Y2" GYP.
109 - GARAGE
SEALED CONC.
VINYL
GYP.
%" GYP.
110 - HALLWAY
BY OWNER
WOOD
s/a" GYP.
)2" GYP.
201 -BED 2
BY OWNER
WOOD
s/a" GYP.
Y2" GYP.
202 - BONUS ROOM
BY OWNER
WOOD
5/e" GYP.
Y2" GYP.
203 - BED 3
BY OWNER
WOOD
6/8" GYP.
Y2" GYP.
204 - STORAGE
BY OWNER
WOOD
6/s" GYP.
1/2" GYP
205 - BATH 3
TILE
TILE
his' GYP.
Y2" GYP.
SIZE TYPE
REMARKS
MARK
11
ROUGH OPENING
WIDTH HEIGHT
NOA /
FLPRODUCT
APPROVAL
1.1
3'-4"
6-0"
SINGLE HUNG
17-0630.08
1.2
3'-4"
6-0"
SINGLE HUNG
17-0630.08
ST. UCIE COLNTY BL7LD _�G DrVr[SIO
1.3
T-4"
4'-0"
FIXED
17-0614.11
REVIEWED FOR IE
1.4
2'-0"
2'-8"
FIXED
17-0614.11
DATE /
'G'ACo INSFYCTION WILL BE MADE.
1.5
2'-0"
2 -8"
FIXED
17-0614.11
1.6
10'-0"
4'-0"
STOREFRONT
17-1114.02
1.7
10'-0"
4'-0"
STOREFRONT
17-1114.02
1.8
3'-4"
4'-8"
SINGLE HUNG
17-0630.08
1.9
3'-4"
4'-8"
SINGLE HUNG
17-0630.08
1.10
T-4'
4'-0"
FIXED
17-0614.11
2.1
3'-4"
3'-4"
FIXED
17-0614.11
2.2
4'-0"
4'-8"
SINGLE HUNG
17-0630.08
2.3
2'-0"
2'-8"
FIXED
17-0614.11
2.4
2'-0"
2'-8"
FIXED
17-0614.11
2.5
10'-01,
4'-0"
STOREFRONT
17-1114.02
2.6
4'-0"
4'-8"
SINGLE HUNG
17-0630.08
NOTE:
ALL EXTERIOR WINDOWS & DOORS ARE TO BE INSTALLED AS
SHOWN IN THE APPROVED NOA or FL. PRODUCT APPROVAL.
ISSUE:
DATE:
SUBMITTAL
03/28/18
REV(,#1
REV(#2COORDINATION
CITY COMMENTS
I
05/21/18
08/27/18
ott archer studio
(stainable Architecture
Interiors
Planning
Consulting
412 SW 14th Street
Lauderdale, Florida 33315
Phone 954 215.4361
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UPPER
ROOF FRAMING
PLAN
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GENERAL NOTES
1.
2.
ALL LUMBER USED FOR ROOF & WALL FRAMING SHALL BE SOUTHERN PINE No 2 OR BETTER.
LUMBER BOARDS USED, FOR ROOF SHEATHING SHALL BE IN ACCORDANCE W/TABLE R4409.2.';. ::: ,.
ROOF
SHEATHING NOTES
1.
2.
3.
%" EXTERIOR GRADE PLYWOOD.
PERIMETER NAILED w/ 10d NAILS @ 4" O.C.
FIELD NAILED w/ 10d NAILS @ 6" O.C.
BEAM SCHEDULE x w
MARK
SIZE
REINFORCING
REMARKS
BB1
8" x 8" MIN.
(1) #5
MASONRY BOND BEAM
BB2
8" x 16" MIN.
(1) #5 BOTTOM
MASONRY BOND BEAM, CONT. @ PERIMETER OF HOUSE
(1) #5 TOP
MASONRY BOND BEAM, CONT. @ PERIMETER WHERE
BB3
B" x 24" MIN.
(1) #5 MID &
FLOOR TRUSSES ATTACH TO MASONRY WALL
(1) #5 BOTTOM
TB1
8" x 24" MIN.
(2) #5 TOP
(2) #5 MID
CONCRETE TIE BEAM
(2) #5 BOTTOM
#3 STIRRUPS @ 10"O.C. MAX. AND OVER OPENINGS
ADDITIONAL (2) # 5'S REQUIRED AT TOP WHEN GOES
TB2
8" x 16" MIN.
(1) #5 TOP &
OVER COL (32"MIN OVER LAP)
(1) #5 BOTTOM
FB1
(2) 2x WE) BEAM
w/ (2) 1/2" PLY
.SEE NOTES BELOW
TBD, PER ARCHITECT'S REVIEW OF FLR TRUSS SMOPS & ENGIN.
8" x LENGTH
LOTT'S PRECAST CONC. LINTEL w/ MIN. 6" BEARING
SHOWN
(1) #5
REFER TO NOA FOR SPECIFICS
FLITCH BEAM NOTES:
2x FLITCH BEAMS AT STAIR TO HAVE 1/2" PLYWOOD SHEATHING
BETWEEN EACH BOARD, TYP OF 2 LAYERS @ EACH BEAM.
(1) 5/8" THRU BOLT @ 16" O.C., STAGGERED. COORD. w/ TRUSS
LOCATIONS
NOTES
1. PROVIDE MOISTURE BARRIER BELOW ALL TRUSS SEATS.
2. ALL TRUSS ARE TO BE DOUBLE STRAPPED AT EACH CONNECTION.
3. FLITCH BEAM: 2x FLITCH BEAMS @ STAIR TO HAVE 1/2" PLYWOOD SHEATHING BETWEEN EACH BOARD,
TYP OF 2 LAYERS @ EACH BEAM. (1) 5/8" THRU BOLT @ 16" STAGGERED., COORD. w/ TRUSS LOCATIONS.
4. (2) 2x WOOD LEDGER ATTACHED w/ 5/8" ANCHOR OR THRU BOLT @ 16" O.C. WOOD AGAINST CONIC. TO BE P.T.
WIND DESIGN
ASCE 7 -10
Risk Category
II
Directionality (Kd)
0.85
Mean Roof Ht (h)
35
Design Wind Speed (mph)
170
Parapet ht above grd
0
Exposure Category '
C
Enclosure Classif.
Enclosed Building
Internal pressure
0.18
a =
4.4 ft
Roof Angle
18.43 deg
Type of roof
Hip
HIP ROOF
(ENCLOSED)
HIP ROOF
(PART -ENCLOSED)
ZONE 1
+28.5
+44.0
- 45.2
- 60.7
ZONE2
+28.5
+44.0
- 78.7
- 94.2
ZONE 3
+ 28.5
+44.0
- 78.7
94.2
v
M
(TYP)
P
ADDIT BB1 Ca 8'-8"
\e
� 1
GIRDER
H w
W V'
bD PRE-ENGINEERED ROOF U J
bo TRUSSES 24" O.C. MAX. (TYP.
x.
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ISSUE: DATE
SUBMITTAL 03/28/18
REV#1 CITY COMMENTS 05/21/18
REV#2 COORDINATION 08/27/18
i
RECEIVED
SEP 052018
87. Lucie C®ury,
i
ti"i Pemlitring
�I' I
i
i
Scott archer studio
Sustainable Architecture
Interiors
Planning
Consulting
412 SW 14th Street
11L Lauderdale, Florida 33315
Phone 954.235.4361
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LOWER ROOF FRAMING PLAN FLOOR & LOWER ROOF FRAMING PLAN
1/4' = 1' 1/4" = 1' w
0 CONNECTOR SCHEDULE I
w2z
3 2 3'
1 ROOF
TRUSS
3 2 3
ROOF
GIRDER
1
2 FLR JOIST
2 1 2 1 2 2
PATIO
2 1 2 2 1 TRUSS
2 2
1 GARAGE TRUSS
@ SIDE WALL
3 2 3
STAIR
1 BEAM CMU
2 2
NO.
SIMPSON
ALLOWABLE
FASTENERS
REMARKS
CONNECTOR
LOADS
CONCRETE
TRUSS
META24
1450 LB.
6 -16d
WOOD TO CONCRETE
EMBEDED
CONCRETE
TRUSS
META24-
1450 LB.
6 -16d
WOOD TO CONCRETE
EMBEDED
MTS16
1000 LB.
14 - 10d
WOOD TO WOOD
44
MTS24
1000 LB.
14 - 10d
WOOD TO WOOD
HUS28
2000 LB.
8-16d
WOOD TO WOOD
THA426
1150 LB.
ii30 - 16d
WOOD TO WOOD
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