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2401 SW MONTEREY LANE,
PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
CUST-""WDk0PERT1ES.00M
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED BLANDFORD RES.
OCCUPANCYTYPE: R
STREETADDRESS : TBD SUNSET BLVD., FORT PIERCE FL 34982
CONSTRUCTION TYPE: I/
PERMIT NUMBER:
CERTIFICATION STATEMENT:
1 CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
SIGN PARAMETERS AND ASSUMPTIONS USED:
D
1. FLORIDA BUILDING CODE: ? � V EDITION WITH: X SUPPLEMENTS AND ASCE 7
2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING:
3. RISK CATEGORY : 1 11 X III IV EXPOSURE CATEGORY: B _ C X D
4. DESIGN WIND VELOCITY: 160 MPH 124 ASD N/A LRFD END ZONE WIDTH: 51
5. MEAN ROOF HEIGHT: +/ 12'3" ROOF PITCH: 6112 PARAPET: N7A FT,
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH)
+ 19.3 + 19,3 + 19.3 + 33" 6 + 33.6 + 28.2
ZONE 1: ZONE ZONE 3.. ZONE 4: ZONE 5: GARAGE
_
-30.7 51.9 -76.2 -36.4 -44.9 -31.5
7. DESIGN LOADS: FLOOR: 40 PSF F 5 20 NIA
" S ROOF/DEAD: /DEAD : PSF ROOF /LIVE : PSF BALCONY PSF
DOCK: N/A PSF DECK : NIA PSF STAIRS : WA PSF FENCE: NIA PSF RAILING • N7A PLF / CONCENTRATED
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE YES.-X NO (NOT APPLICABLE EXPLAIN WHY NOT)
9. IS A CONTINUOUS LOAD PATH PROVIDED _X YES NOTAPPLICABLE EXPLAIN WHY NOT)
)
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF ' SOIL TEST REPORTS SUBMITTOD . YES
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED
WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE
AND BELIEF.
NAME: BOWDOIN G. HUTCHINSON, P"E. CERT. # & CO. CERT. AUTH. 70878
DESIGN FIRM: BENCHMARK ENGINEERING DATE:
ADDRESS: 806 DELANAREAVEFORT PIERCE FLORIDA
TBD SUNSET BLVD. F% PIERCE,, _f"'L. 34932
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GENERAL NOTES
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS
AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER
AS CONSTRUCTION PROGRESSES.
ALL WRITTM DIMENSIO,y^-QN THESE DRAWINGB TAKE PRECEDENCE OVER SCE DIMENSIONS.
i RI1
kV
ig 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC)2O2d F13C 20Z.D
RESIDENTIAL, FBC UWLUMBING CODE, FBC 2OZOMECHANICAL CODE, FISC �MZa ENERGY
CONSERVATION, AND THE NEC (NFPA70) 2R17EDITION. -
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION
AREA PER FRC 301.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
ST LUCIE COUNTY, FLORIDA
BUILDING & REGULATIONS DIVISION
PRODUCT REV/EWAFFlDAWT
\
BUILDING PERMR NUMBER:
I OWNERS NAME: PROPOSED BLAND-ORD
RES.
APPLICANT:
t
PRODUCT
OPENING
PRODUCT RATED
MANUFACTURER
MODEL NUMBER
PRODUCT
GLASS TYPE
METHOD OF ATTACHMENT
DESIGN PRESSURES
DESIGN PRESSURES
APPROVAL NUMBER
m
FN
InE
WINDOWS
SEE ELEVATIONS
+/-58.0
MI WINDOWS &DOORS
185SH
FL#17499.1
IMPACT
3NS"XI-1ta"MIN, EMBED TAPCONS
AT2'11S"0.0:
,1
.
WINDOWS
N/A
WA
WA
N/A
NIA
NIA.
N/A
E
MULLIONS
N/A
WA..
WA''r.
WA
N/A
N/A
=r
P"lyrtlther PLUidirenlytotheroof tleok.Dp no[t
oftee
`shingles or other roMmveflhgs. StartMMl at pant of Me
j
N/A
WA
OgI,►��L,L1�7�
i�®1�..'PS.1��I�-I1 CAW '
IZI,--k%
Cut the �min �e ermaa, sle,.
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Nlsl'I� LF"11..rIQuT
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WA
lf'" rk-ud
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gtre
w,knps hnnale.
mm,mum. Peel hallof the timkftaff the roll and .pph firm,
barldhgfromthg remalnlM IfMMe rollrana PPIYPreauro.
SLIDING GLASS DOORS
SEE ELEVATIONS
+/-55.0
MI WINDOWS & DOORS
120/190N40 SGD
FL#224p7.3
IMPACY.
(2 RDWS)1WX 1-114"MIN EMBED
TAPCONS ' O.C.
SWING TYPE DOORS
SEE ELEVATIONS
+/- 67
THERMA-TRU
SMOOTH STAR
FL # 20468.1
NIA
4' X 1-114' MIN. EMBED TAPCONS
. EMBED
AT 6- na O.C.
FRENCH DOORS
WA
N/A
5
1
!
GARAGE DOORS
SEE ELEVATIONS
+ 55 / - 64
DAB
7311
NOA# ®- i Dl $
N/A
/8" MIN. EMBED:LAG SCREWS
8PIC X i-6ONE
i
.1
PER BRACIOETI
HURMCANEPROIEC7IOH
N/A
NIA
WA
WA
WA
N/A
ROOFVENT7LATION
-80.7
-180
TAMCO-COOLRIDGE
CM18531
EFL#4103.1
WA
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.
ROOFING MATERIALS
160
194
OWENS CORNING
ARCH. ASPHALT SHINGLE
FL#10674.1
N/A
FORASPHALT SHINGLES SHALL BE GALVANIZED STEEL.
Sr EEL, ALUMINUM OR COPPER ROOFING NAILS.MINIMUM
12 GAUGE (0.105INCH (BMN SHANK WITH A MINIMUM SIB INCH 11BA IN
DIAMETER MFAD,ASTM F 1667, OF LENGTH TO PENETRATE THROUGH
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS
THE ROOFING MAIERIALB AND A MINIMUM SM INCH (RMAM) MTO
THE ROOFSHEAMNG. WHERE THE ROM SHEATHING IBLESS THANM
STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
INCH
SHEATHING
(I gMM)MICK, THE FASTENERS BHALL PENETRATE THROUGH ME
FASTENERS SHALL COMPLY WITH AHEM F 166T 16 PER TAB)
NAME:
BOWDOIN G HUTCHINSON, P.E.
SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: BENCHMARK ENGINEERING
CERTIFICATION NO. 70878
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDABUILDING CODE 7020 ENERGY
CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TQ THE INSULATION ON
THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS
REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE
FILL FROM SPILLING INTO THE LIVING SPACE.
3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN
ACCORDANCE WITH THE REQUIREMENTS R402A.1 THROUGH R402.4.4.
4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO
MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.6 CFM PER
SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402AA
5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FOO202o ENERGY CONSERVATION R401.3.
ELECTRICAL NOTES
1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC-(NFPA 70) 264 EDITION.
2)AMINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTIN FI RSHALL BE
HIGH-EFFACY LAMPS ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL CONTAIN ONLY HIGH-EFFACY LAMPS, (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND
UNCONDITIONED SPACES.
4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL,
SMOKE DETECTORS IN THE RESIDENCE
6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15
AND 20 AMP CIRCUITS SEEVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS,
OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK.
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10- OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ADDITIONAL NOTES
1) INTERIOR TO BE W DRYWALL FINISH.
2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'1W THICK WITH (13 GAGE, 1 3/8" LONG,19/64" HEAD;
0.098" DIAMETER, 1 1/."LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,
W64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER 15/8" LONG, 9/32" HEAD) SPACED AT 7"
O.C. FOR NAILSAND 12" O.C. FORSCREWS.
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS
IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS, (PER FRC 702A.1 & FRC 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL
RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM
PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR
ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316.
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO 1�
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 980, C 1002, C 1047, C 1177, C 1178, C 1278, C
1395, C 1396 OR C 1668AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS
OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM Tod F(
ASTM C 657
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR AIIPLI
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE AFLAME `' p
SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX
NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. !
tf(g2
1) DESIGN LOADS INACCORDANC W�ASCE7- I.lo '
'
2) SOIL BEARING CAPACITY:.20WPSF (MIN.).
3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH AMINIMUM2500 PSI COMPRESSIVE STRE
jI�AT
SEE PLAN FOR SIZES &STEEL REQUIREMENTS.1
LPee
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3"BEAMS: I WSUSPENDED SLABS: 1 h"
6) LAPALL REINFORCING STEELAMINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL
MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
i.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE
IS NOT PERMITED.
UNLESS OTHERWISE NOTED THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
9)O STALLAT
CTIONSAN PRACTICES
MANUFACTURES INSTRUCTIONS D STANDARD 9
10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND;
INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" D.C.
FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA.
11) LINTELS SHALL HAVE A MINIMUM 4" BEARING-
12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.^'
13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8
0 HEAD @ 6" O.C. OVER (2) LAYERS OF (159 FELT ORTYVAK BUILDING WRAP) OVER 19/32"
COX PLYWOOD WITH 10D NAILS TO STUDS @ 6'"O.C. PERIMETER AND FIELD.
14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE
NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
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PLAN SHEEN`
INDEK
COVER SHEET I
SHEET 2 1
FLOOR PLAN
ELEVATIONS
SHEET'4
ELI=CTRICAL
SHEET 5
I)tFOUNDATION
SHEET 6
£3LOCIG PLAN
SHEET 7
HVAC PLAN
SHEET 8
„,,",,_TRUSS
AN
R PLAN
II
i
SHEET 9
1=
DETAILS
SHEET 10
DETAILS
Ij
SHEET 11
SHEET 12
PLAN SHEET
INDEX
O
E
UTILITY PAD
A/C COND.
P9I
�7
ILED SWR
-1/2" STEP
SH-2 EGRESS
MASTER BEDROOM
CEILING 8'-1"
2868FSD
MASTER
BATH
we
WC
BATH #2
II ROD & SHELF I
WH
O
T-6"
T-2"
BEDROOM #3
CEILING 8'-1"
WALL
4
32'-0"
v
SH- O P. HB
DBL. SINK
/DISK
m KITCHEN m
VAULTED CEILINGS I
� I
' I
; I
REF. - - 34-1/2" KNEE WALK[
2868 1`8
3068FSD
o�
WARDROBE
o
n
5'.0"
ROD &SHELF
5,-4„
`
m
N
5
LL
O
LL7
DRYER
3.12" STEP
�ll
SELF CLOSING 20MIN.
FIRE RATED DOOR
54"% 22-112'
ATTICACCESS
W/PULL DOWNSTAIRS I
J
-f= CAR OAXAGE------
CEILING 8'-1"
;
;
T-6"
L
10'-10"
6'-0"
4' X 6' SLAB
ONLY
1`J 3-12" STEP
5'-0"
I
5'-3"
I
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RI
0
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�I
GREAT ROOM
VAULTED CEILINGS
I
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ROD $ SHELF
CLOSET
606SEF
EDROOM #2 4
CEILING VA"
(2) SH-2S
EGRESS
12'A"
Sage SOD
NOD
K
VAULTED CEILINGS
FOYER
3-ITSTEP
ro I
0
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TRUSS I
COVEREDI
ENTRY I
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AREA TABULATION
OCCUPIED A/C AREA: 1294 SQFT
GARAGE: 346 SOFT
FRONT ENTRY: 131SOFT
REAR PORCH:
TOTAL FOOTPRINT: 1771 SQFT
SCALE: 1/4" = 1'-0"
OPTION "A"
SOFFIT DETAIL
NO SCALE
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. COVERED BY 19/32"
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
HETA 20 HURRICANE
ANCHORS EMBEDDED 4" INTO
BEAM FOR TRUSSES
(PER CONN. SCHEDULE)
FIBERGLASS SHINGLE ROOF
OVER POLY GLASS UNDERLAYMENT
FL. # 5259.1
CONT. ALUMN. MTL DRIP
OVER (PT) 1 X 2
2" X 6" PRE -PRIMED
SPRUCE FASCIA
VENTED
STUCCO SOFFIT
(SEE DETAIL)
STUCCO FINISH
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
Q A�-O"o.G IN 3000 PSI CONC.
VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
(SEE FOUNDATION PLAN
FOR SIZE & SPACING
0'-0" TOP OF SLAB
GRADES 4'
4
rl
2" X 6" PRIMED & PAINTED :{
R/S SPRUCE d
3" x 22" SCREENED
VENTS AT 72" O.C.
TUCCO OVER WIRE LATH
w/ 11ga. 2" NAILS WITH 3/8"
HEAD DIA. AT 6" O.C. OVER
318" RIB LATH @ 6" O.C. WITH
(2 LAYERS OF 15 # FELT OVER
EACH FRAMING MEMBER)
FDOH in Okeechobee County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #S 6FI k(pq&well#Date: cb (I
Reviewer: --- -
INSULATION
ZIM- ------------
1/2" DRYWALL @ CEILING
(TYPICAL)
8" X 8" BEAM BLK.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL
6" PRECAST LINTELS
It
W/ (1) # 5 BAR FOR ALL
O
DOORAND WINDOW OPENINGS
LL
& FILLED W/ 3000 PSI CONCRETE
❑
= w
r=
VX 2" P.T. FURRING STRIPS
00 Z
@ 16" O.C. WITH FI-FOIL
z
INSULATION
1/2" DRYWALL
(TYPICAL)
8" CONCRETE BLOCKS
WOOD BASE BOARDS
4" GONG. SLAB (MIN. 2500 PSI)
w/ 6 X 6 10/10 WWM OR FIBERMESH
-— - - - — -
—
—
._r 4,..
TMV TYPICAL WALL SECTION
(CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
REVISION
REVISION
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ENGINEER
BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. # 70878
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SHEET
FLOOR PLAN PAGE
MODEL
ANTIGUA GUST.
DRAWN
MARK MONTALTO JR
DATE
09/09/2020
SCALE
AS NOTED
SHEET NO.
02
OF 10 SHEETS
16'-5"TO RIDGE -- - -------- - - --
12
6�
M.R.H. +/- 12'-3"- - - - - - - - -
-BRG. HT. 8'-1"- - -
OPENING I.D.
A
11
F.F.E. 0'-0"
BRG. HT. 8'-1 _ -
F.-F.E. 0'-0"
SCALE: 1/4" = V-0"
SCALE: 1/4" = V-0"
I�I I�I I•I
OPENING I.D.
B
31
NOTE: (DEFLECTION) IS FOR OFFICIAL USE ONLY
-BRG. HT. 8'-l"
'ENtNG LD
61
- BRG. HT8'_1T _
F.F.E. 0'-0"
[91 *"f
e \
r s.
SCALE: 1/4" = V-0"
- _ - BRG. HT_8'_1"
CALCULATE ATTIC VENTILATION
CEILING = 1771 SQUARE FEET
1771 / 300 = 5.903 REQUIRED VENTILATION
192.0 LINEAR FEET OF 6" X 22" VENTS @ 7Z' O.C. = 29.33 80. FT. / 2
= 14.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
14.7 SQUARE FEET > 6 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS A 72" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
5.903 X 40% = 2.361 SO. FT. OF RIDGE VENT
5.903 X 50% = 2.952 SO. FT. OF RIDGE VENT
RIDGE VENT
19 LINEAR FEET OF 2" VENT = 2.375 SQUARE FEET OF RIDGE VENT
PROVIDE 19 LF OF RIDGE VENT
19 L.F. OF RIDGE VENT
F.F.E. 0'-0„
19 L.F. OF RIDGE VENT
BRG. HT. 8'-1"
F.F.E. 0'-0"
SCALE: 1/4" = V-0"
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
U
OPENING AREA
A INTERIOR ZONE
0 END ZONE (NOTE #1)
8-
IN SQUARE FEET
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
1
10
+33.6 PSF
36.4 PSF
+33.6 PSF
-44.9 PSF
2Q
15
+33.5 PSF
-6.3 PSF
+33.5 PSF
-44.8 PSF
Q
20
+33.4 PSF
36.2 PSF
+33A PSF
-44.6 PSF
a
25
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MODEL
ANTIGUA CUSS.
DRAWN
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DATE
09/09/2020
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SHEET NO.
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TV OUTLET
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FLOOD LIGHT
FLOOR OUTLET
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DISK LIGHT
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SCONCE PREWIRE Q9
NOTE TO BUILDER:
ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION
OUTLETS PER NEC 210-12(b)
SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72
ELECTRICAL LOAD CALCULATIONS PER NEC
1
1294 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING)
3882 VA
2
(2) 20 AMP APPLIANCE CIRCUITS
3000
3
LAUNDRY CIRCUIT
1500
4
DRYER
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RANGE
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WATER HEATER
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DISHWASHER
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REFRIGERATOR
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101
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TOTAL:
39082 VA
FIRST 10 KW @ 100%
REMAINDER 0 40%
TOTAL:
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TOTAL;
21632.8 = 90.14AMPS USE 150 AMP SERVICE.
240
10000
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ELECTRICAL NOTES
1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THB NEC (NFPA70)2611 EDITIO
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFACY LAMPS ORAMINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND
UNCONDITIONED SPACES.
4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL
SMOKE DETECTORS IN THE RESIDENCE
6) PROVIDE BRANCH CIRCUITARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15
AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS,
OUTDOORS, OR WITHIN 72' OF EDGE OF ANY SINK.
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
3#1/0IN2"C REVIEWED
ELECT. SERVICE CODE CO LII
ST. LUCIE COL`
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NO SCALE
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ANTIGUA CUST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
04
OF 10 SHEETS
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STUCCO FINISH
8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS
8" X 8" X 16" CONCRETE BLOCK (MASONRY)
ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE
(2500 PSI) CONCRETE SPREAD FOOTING
(2) # 5 BARS CONTINUOUS
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ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE (-SEE ELEVATION F02E
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SCALE: 1/2" = 1'-0"
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FOUNDATION PAGE
MODEL
ANTIGUA COST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
05
OF 10 SHEETS
12x 12
8 x8 2D9cfm
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Blandford Residence
201 SW PSL Blvd
PortSt Lucie, FL 34984
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Vero Beach, FL 32966
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Scale:1 : 94
Page 1
Right -Suited Universal 2019
19.0.20 RSU29066
2020Sep-1414:1022
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PLUMBING NOTES: --
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2o2o-PLUMBING,!
2) DWV PIPING SHALL BE SCHEDULE 40 PVC.
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX.
4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG.
5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING
LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS,
PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO
THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING,
SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS
GREATER THAN 20 FEET.
6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020ENERGY CONSERVATION.
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MODEL
ANTIGUA CUST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
07
OF 10 SHEETS
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TRUSS CONNECTOR "Cf
CONTRACTOR: PSL PROPERTIES
OWNER: PROP. BLANDFORD RES.
TRUSS NOTES:
TRUSS MFGR: BUILDERS FIRST SOURCE
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE
INSTALLING TRUSSES.
LAYOUT DATE: 09 / 25 / 2020
3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
CUT -SHEET DATE: 09 / 25 / 2020
5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
TRUSS BEARING
ID POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR CONNECTOR FASTENERS
ID UPLIFT DESIGN
I
-4
Al 2ND
1988
(2) HETA 20 2035 (10) 10d X 1-1/2"
A9
1ST 8 2ND
1454
(1) HETA 20
1810
1 (8) 16d
A
GABLE ENDS
CONT.
267 # PLF
() HETA 20
1810
9) 1 Od X 1-1 /2"
SEE "GABLE END DETAIL"
1 STRAPAT EACH END AND 48" O.C.
T
VALLEYS
CONT.
100 # PLF
O MTS 16
1 1000
(14) 10d X 1-1/2"
T.
1 STRAPAT EACH END AND 24" O.C.
ALL OTHERS
AT cas
EACH
<1800 #
(1) HETA 20
1810
(9) 1Od X 1-1/2"
AT CBS BEARING
BEARING
ALL
ATOTRAMES
EACH
<1000 #
(1) MTS 16
1000
(14) 10d X 1-11211
AT FRAME BEARING
BEARING
NOTE:
FOR MISSED TRUSS CONNECTORS AT
BLOCK WALLS WITH 1175 # UPLIFT OR
LESS, PROVIDE "SIMPSON" HTSM WITH
(4) 1/4" X 1-3/4" TITEN, AND (10) 10d.
FOR MISSED TRUSS CONNECTORS
FOR TRUSSES WITH 1175 # UPLIFT
OR MORE, CONSULT ENGINEER FOR
DITIONAL TRUSS CONNECTOR OPTIC
VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR wl (4) # 9SD X 2-112" TO
O SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS
STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.
REVISION
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TRUSS LAYOUT PAGE
MODEL
ANTIGUA COST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
08
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HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL)
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GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE
(16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS)
1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2"
EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL)
2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3"
TAPCONS AT 12" O.C.
3, TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3"
TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN)
GATT INSULATION
TRUSS BOTTOM CHORD
1/2" DRYWALL CEILING
2" X 4" TOP PLATE OR 1-1/2" X 3-5/8"
METAL RUNNER
2" X 4" WOOD FRAMING @ 24" O.C.
OR 1-1/2" X 3-5/8" METAL STUDS
1/2" DRYWALL BOTH SIDES
(TYPICAL ALL WALLS INCLUDING GARAGE)
2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL
RUNNER w/ TAPCONS OR CUT NAILS @
2'-0" O.C. (10d NAILS FOR WOOD FLOOR)
FLOOR
TYPICAL INTERIOR NON -BEARING WALL DETAIL
NO SCALE
ic
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(TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET
ZONE 1D NA1lS AT ly"O.C. PERIMETER AND 6" O.C. FIELD'
ZONE (2) NAILS AT 4' O.C. PERIMETER AND 6" O.C. FIELD
r ZONE 0 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
-•� '� .., NOTE
ROOF SHEATHING SHALL BE 19/32" THICK CDX
PLYWOOD ROOF SHEATHING FASTENED TO
ROOF FRAMING WITH 8d RING -SHANK NAILS
(PER FRC803.2.3.1) SPACED PER ZONE
DESIGNATIONS AS SHOWN ABOVE.
ROOF SHEATHING NAILING ZONE
leew
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2" X 4" DIAGONAL BRACING AT RIDGE
16d NAILS EACH END
BOSTON HIP DETAIL
NO SCALE
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.G. COVERED BY 19/32"
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
SIMPSON STRAP PER
CONT. GALV. MTL DRIP
OVER (PT)1 X 2
2" X 6" RS SPRUCE FASCIA
SOFFIT PER DETAIL
TEXTURED STUCCO FINISH
(2) #5
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
(2) # 5 VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
r SEE FOUNDATION PLAN 1
l FOR SIZE & SPACING J
FOOTING F-1
UNDERLAYMENT/SHEATHING
AL WALL SECTION
DER FRAMING AT 12" INCHES O.C.
;IaW-1k1
DRIP EDGE OVER 1" X 2" P.T.
.-PRIMED SPRUCE FASCIA
TRUSS COMPANY
NIRELATH / VAPOR BARRIER / SHEATHING
�TURAL NOTE # 13, SHEET 1 COVER PAGE
kSHING
UNDERLAYMENT /SHEATHING
AL WALL SECTION
NOTE:
TRUSS TO WALL OR BEAM PER
TRUSS CONNECTOR SCHEDULE
12
6�
8" PRECAST LINTELS
W/ (1) # 5 BAR FILLED
W/ 3000 PSI CONCRETE
8" X 8" BEAM BLOCK
w/(1) #5 BAR CONT IN
(3000 PSI) CONC.
FILLED CELLS.
EXTERIOR CEILING TO BE
STUCCO OVER WIRELATH
w/ 11GA. 2" NAILS w/ 3/8" DIA.
HEAD @ 6" O.C. OVER
3/8" METAL RIB LATH @ 6"
O.C. w/ (2 LAYERS OF 15 #
FELT OVER EACH
FRAMING MEMBER)
TEXTURED STUCCO FINISH
X 16" GONG. BLOCKK COLUMN
CONCRETE SLAB
PER FOUNDATION PLAN
PORCH POST DETAIL
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
NO SCALE
REVISION
REVISION
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REG. # 70878
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SHEET
DETAILS PAGE
MODEL
ANTIGUA CUST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
09
OF 10 SHEETS
CMU W
(SEE Wi
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NOTE:
FILLED CELLAT JAMB BLOCK
(TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
SEE WATER PROOFING NOTE # 6
ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE # 4, AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED COIL
NAILSAT 12" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
BUCK DETAIL
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/ MIN. 1-1/4" EMBEDMENT PER
PRODUCTAPPROVAL PER F8C 1715.5.4.3
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
4101,
MOTE
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE
WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED
3/4" NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
B" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)
1-3/8"
PRECAST CONCRETE WINDOW SILL DETAIL
NO SCALE
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
NG GLASS DC
FILLED CELLAT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1"X R T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED
COIL NAILS (d 12" O.C. MAX
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
DETAIL
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 4
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK $ WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
NOTE:
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/ MIN. 1-1/4" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3.
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
112" DRYWALL
FILLED CELL AT JAMB BLOCK (TYPICAL)
1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
Pi`IiZ�7�i�1l�1
2" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4"
EMBED. 3" FROM EDGES 8,12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICTACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
NOTE:
BUCK 2"X 6" P.T. RIPPED
DOWN TO 2 X 4-1/8" P. T. w/ 3/16" TAPCONS
1-1/4" MIN. EMB. 4 /12" 0. C. w/ # 10 SCREWS, PER
PRODUCTAPPROVAL.
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
(NOTE # 2)
CAULK SEAM AT WINDOW INSTALLTION
(SEE WATERPROOFING NOTE # 5)
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
WATERPROOFING NOTES:
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO
SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION
OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS,
HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS
SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4AAAMA-714
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY.
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED
WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR
SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEADAND SILLAS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED)
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT
AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION.
6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL)
AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER.
REVISION
REVISION
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SHEET
DETAILS PAGE
MODEL
ANTIGUA COST.
DRAWN
MARK MONTALTO JR
DATE
10/20/2020
SCALE
AS NOTED
SHEET NO.
10
OF 10 SHEETS
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ACC
APPROVED
FI E CO
❑ APPROVED AS CORRECTED
❑ REVISE AND RESUBW T
'OR YOUR INFORMATION USE
[3 INCOMPLETE SUBMITTALAND
CJ NO7 APPROVED
Checking is only for conformance with the design
compliance with. the
concept of the Projectand
information given in the Contract Documents.
for dimensions to be
Contractor is responsible
and correlated ,at thesite;
confirmed or
lMf glleVi the fabrication
micrma nn .h�� w and for
-'rii�Jfjyction;
i,
GG�r::ih ut1}TT. Urkci al
, glne�'�PaJ�
Date.
cc
om: IFQj
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID
WORTANT
WIND ASCE7-10
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY C
Returned Before Fabrication Will
OCCUPANCY CATEGORY II
Begin. For Your Protection Check All
WIND LOAD 160 MPH
Dimensions And Conditions Prior To
"TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING
BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
TCDL: 07 PSF TCDL: PSF
BCDL: 10 PSF BCDL: PSF
13y Date
PSF PSF
DURATION: 1 26 DURATION: •
CAUTION!►!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. lie. SHEATHING,
SHINGLES, ETC,)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY, REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
BUILDER:
PORT SAINT LUCIE PROP
RES:
MODEL:
BLANDFOREt
b
ANTIGUN', k[JJ
DRESS:
SUNSET BLVD
LOT / BLOCK:
--
COUNTY:
ST LUCIE
CITY:
FORT PIERCE
DRAWN BY:
JL
JOB # :
2476064
DATE:
09/26/20
SCALE:
NTS
REVISIONS:
1.
2.
3.
4.