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PROJECT DESCRIPTION
PRODUCT APPROVAL AFFIDAVIT
GLASS
ITEM TYPE ID1 BUILDING DP2 PRODUCTDP TYPE5 MFR MODEL APPROVAL# FASTNERSs
DOOR GLASS SWING ALL 70-80 IMPACT PGT FD-750 FL 253.4
DOOR
OVERHEAD
All
42,-46
N/A
CLOPAY
84A
FL 5684.4
DOOR
SOLID SWING
ALL
65,-65
N/A
Plastpro
p Fiberglass
FL 17184.7
DOOR
GLASS SLIDER
ALL
60-60
IMPACT
PGT
SGD-5570
NOA 17-0420. 16
WINDOW
S. HUNG-
ALL
50,-70
IMPACT
PGT
SH-5500
FL 239.7
WINDOW
MULLION
ALL
79.6
N/A
PGT
1.25'x3.25"x.100"
NOA 17-0630.01
ROOFING
ISHINGLES
JALL
15-1 mph
1194 mph
N/A
JGAF lany
JFL 10124.1
1. 'IDas per door & window schedule, oral meaning worst case of all similar items of that typo.
2. If building dp are left blank -see door & window schedule or design pressure chart.
3. This affidavit is only to verify product's compliance with wind loads.
4. Unless products are specifically submitted for verification by contractor, they are assumed.
5. If glass type Is not specified more than 'Impact', may use any of the impact glass type in the Install instructions to achieve the stated building design pressures.
6. If fasteners Is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures.
7. 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.
"
LINTELAS PER WINDOW/DOOR
;'S•r,.;
SCHEDULE
DOOR & WINDOW BUCK AS
PER GEN NOTE 26.2
FLASHING AND SEALING AS
PER GEN NOTE 26.7
WINDOW FRAME W/ FLANGE,
ATTACH TO MASONRY/CONC AS
PER MFR SPECS
HIWind MASONRY SILL BY CASTCRETE
EXT
` >
INT
TYP OPENING BUCK DETAIL
WALL LEGEND
THICKNESS
ON FLOOR
ID
DESCRPTION
SPECS
PLAN
REINFORCED CMU WALL
SEE GENERAL SPECIFICATIONS ON A-1
9"
W/ FINISHES
REINFORCED CMU WALL
SEE GENERAL SPECIFICATIONS ON A-1
6"
WO/ FINISHES
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5"
LOAD BEARING 2x4 WALL
SEE EIRG WALL DETAIL
4.5"
'ID
W1
ACTUAL
PRESSURES
+28.1 -303
W
(2).3-0
H
5-2
WINDOW/ LINTEL SCHEDULE
B.O.
LINTEL LINTEL
8-0 CAST CRETE LINTEL 8F16-1B/1T
TYPE NOTES
DBL S.HUNG EGRESSABLE
W2
+28A -30.3
(2) 3-0
5-2
8-0
CAST CRETE LINTEL 8F16-1B/1T
DEL S.HUNG
W3
+28.1-30.3
3.0 -
2-0
8-0 -
CAST .CRETE :LINTEL 8F16-1B/1T...
SAUNG
W4
+28.1-30.3
3-0
4-0
8-0
CAST CRETE LINTEL 8F16-1B/1T
S.HUNG
W5
+28.1-30.3
3-0
5-2
8-0
CAST CRETE LINTEL 8F16-1B/1T
S.HUNG EGRESSABLE
W6
+28.1 -30.3
3-0
2-0
8-0
CAST CRETE LINTEL 8F16-1B/1T
S.HUNG
SEE GEN NOTE 26
ID
D1
ACTUAL
PRESSURES
+26.7 -28.4
W
3-0
H
8-0
DOOR/ LINTEL SCHEDULE
LINTEL DESCRIPTION NOTES
CAST CRETE LINTEL 8RF14-1B/1T S. SWING, 1 LITE GLASS PANEL, (1) 14"'SIDELIGHTS
D2
-26.3
16-0
8-0
CASTCRETE LINTEL 8F16-1B/1T
OVERHEAD DOOR
D3
-28.4
E+26j�.2,SA
2-8
8-0
CAST CRETE LINTEL 8RF14-1B/1T
S. SWING, SOLID PANEL
D4
-28.4
6-0
8-0
CAST CRETE LINTEL SRF14-1B/1T
D. SWING, 1 LITE GLASS PANEL EGRESSABLE
DS
3-0
8-0
CASTCRETE LINTEL8RF14-1B/ST
2PANEL SGD
SEE GEN NOTE 26
SLOPE AS PER ELEV
ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS- METAL
DRIP EDGE TBD BY ROOFING CONTRATOR
PE TRUSS AS PER FRAMING PLANS -
INSULATION AS PER GENERAL SPECS
SEE FRAMING PLANS OR
CONNECTOR SCHEDULE
METAL DRIP OVER PT WOOD DRIP OVER
2x6 PT OR CEDAR FASCIA TO TRUSS
ENDS W/ (2)16d NAIL, 4" TRUSS HEEL
EXTERIOR SOFFIT AS PER GENERAL SPECS J
LINTELS AS PER DOOR/WINDOW/LINTEL SCHEDULE -
WALLAS PER GENERAL SPECS -
GENERAL SPECS: A-1
GENERAL NOTES: A-4
WALL REF AS PER GENERAL SPECS & GEN _
NOTE 16.8. DOWELS PER GEN NOTE 17.2
FOOTING AS PER FOUNDATION PLAN & FOOTING
SCHEDLE- REINFORCEMENT AS PER FOOTING
SCHEDULE
GRADE AS PER SITE PLAN
TYP WALL SECTION
SCALE: 1/2"= V-0"
"Is A SEE BRG LEGEND
Y & ELEVATIONS
CLG AS PER GENERAL SPECS & FLOOR PLAN
MASONRY BOND BEAM &
` REF AS PER GENERAL
l SPECS
I!
I�
INTERIOR MONO
III ... .;
6.;
w -�
FOOTING icD CURB/ RECESS
I .Y..
I`II
W k
I
"v] _ SOG/FILL/COMPCTION AS PER
FOUNDATON PLAN AND
GENERAL NOTES 17
�_ z�_
fa_r .,.......,....... _, ......_, F ,_... _. a:'..:.
GENERAL SPECIFICATIONS:
1. ROOF: ASPHALT SHINGLES OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN.
2. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC- CONT BOND BEAM TOP (2) COURSES W45
REBAR EA COURSE- 1/2" OR 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP.
3. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC.
4. CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD.
5. EXTERIOR SOFFIT: STUCCO & LATH OVER FRAMING W/ VENTS AS PER ATTIC VENTILATION CALCS.
6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G.
7, INSULATION: R-30 BATT @ CLG. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG.
8. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
A-1
floor plan
A-2
elevs/ foundation
A-3
elect/ framing
A-4
general notes
NEW CONSTRUCTION OF A 1 STORY
RESIDENCE ON A VACANT LOT.
ZONING INFORMATION:
parcel id: 3402-610-0390.000-6
RS-4 (unincorporated St Lucie County)
lot (approx.): 80'xl24'
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
conditioned living area
1,536 sf
garage
481 sf
covered rear porch
648 sf
covered front porch
78 sf
total building area
2,743 sf
allowable building area
3,000 sf
lot area
10,000 sf
conditioned volume
18,804 cf
FLOOR PLAN NOTES: I I L C (v U fJ`
1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS. ^
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. 0 f -a t n rI(2 A4'.
FLOOR PLAN KEYNOTES: REVIEWED FOR
ILING
2.PEAK OF X30"RO INATTILTED ACCESS
CODE COMPLIANCE
2. 22"x30" RO MIN ATTICACCESS
3. TYP COLUMN- 12x12x8 CMU, (4) #5 VERT, #3 TIE @ 12" OC.
4. TYP COLUMN- 16"x16" FROM 8x8x16 CMU, #5 VERT EA CELL ST. LUCIE COUNTY
BOCC 04' 9
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 8c Well #
Date: ►o/IM1
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floor plan
8/14/19
SHEET
A=1
/ `?..NGtS P. UF499"P91
AR97108
SCALE: 1"= V-0"