HomeMy WebLinkAboutBuilding PlansTRUCTION BY
PORT ST LUCIE PROPERTIES
2401 SW MONTEREY LANE,
PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
WWW.PORTSTLUCIECUSTOMPROPERTIES. COM
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED GARCIA RES.
I OCCUPANCYTYPE: R
STREET ADDRESS : TBD GOPHER RIDGE., FORT PIERCE FL 34982
CONSTRUCTION TYPE: V
PERMIT NUMBER:
CERTIFICATION STATEMENT:
I 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 CURRENTLYADOPTED 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.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1. FLORIDA BUILDING CODE: 2017 EDITION WITH: X SUPPLEMENTS AND ASCE 7 -10
2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING:
3. RISK CATEGORY : 111 X III -IV- EXPOSURE CATEGORY: B _ C X D
4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5'
5. MEAN ROOF HEIGHT: +A 12L9" ROOF PITCH : 6112 PARAPET: WA FT
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' MRH)
ZONE 1: + 19.3 ZONE 2: + 19.3 ZONE 3: + 19.3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 28.2
-30.7 -51.9 -76.2 -36.4 -44.9 -31.5
7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY' NSA PSF
DOCK: NIA PSF DECK : NZA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING- NIA 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 (NOT APPLICABLE EXPLAIN WHY NOT)
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? 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 DELANAREAVE.FORT PIERCE FLORIDA
PROPOSED GARCIA RESIDENCE
TBD GOPHER RIDGE RD. FT. PIERCE, FL. 34982
PLANS AND ENGINEERING BY
BENCHMARK ENGINEERING
FDOH in St. Lucie County
EnyiwpxPental Health
__SAe -PIA6 Approved for Construction
Supersedes All Previous Site Plans for
OSTD # �5 D& Well # 511" 3�'��
Date: L\ b
Reviewer:
ST LUCIE COUNTY, FLORIDA
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING& REGULATIONS DIVISION
PRODUCT REVIEWAFFIDAVIT
BUILDING PERMIT NUMBER: OWNERSNAME: SALVADOR GARCIA
APPLICANT:
PRODUCT
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODEL NUMBER
PRODUCT
APPROVAL NUMBER
GLASS TYPE
METHOD OF ATTACHMENT
IMNDOWS
SEE ELEVATIONS
+ 1- 5&0
MI WINDOWS &DOORS
185 SH
FL # 17499.1
IMPACT
3/1B" X 1-11W MIN. EMBED TAPCONS
AT 2" / 16" O.C.
WINDOWS
SEE ELEVATIONS
+50 / - 63.0
MI WINDOWS & DOORS
185 PW
FL # 15349.5
IMPACT
316' X 1-1/4" MIN. EMBED TAPCONS
AT 3"O.C.
MULLIONS
NIA
N/A
N/A
NIA
I
N/p
NIA
BLOCK GLASS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SKYLIGHTS
N/A
N/A
NIA
NIA
N/A
N/A
N/A
SLIDING GLASS DOORS
SEE ELEVATIONS
+/- 55.0
MI WINDOWS & DOORS
1201130/140 SGD
FL # 22401.3
IMPACT
(2 ROWS) 1/4' X 1-1/4" MIN. EMBED
TAPCONS AT 6" / IS- D.C.
SWING TYPE DOORS
SEE ELEVATIONS
+SOLO
THERMA-TRU
SMOOTH STAR
FL # 20468.1
N/A
1/4" X 1.1/4" MIN. EMBED TAPCONS
AT V114" O.C.
FRENCH DOORS
N/A
N/A
GARAGE DOORS
SEE ELEVATIONS
+55/-64
DAB
73W6
NOA#18-0301.07
NIA
5/16'X i-SW MIN. EMBED LAG SCREWS
ONE PER BRACKET)
HURRICANE PROTECTION
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ROOF VENTILATION
ROOFING MATERIALS
-76.2
150
-180
194
TAMCO
OWENS CORNING
COOL RIDGE
ARCH. ASPHALT SHINGLE
FL#4103.1
FL#10674.1
N/A
NIA
FASTEN USINGMIN.0.125'SHANK DIAMIN.
DA10' DIA HEAD MIN. 2.52" LONG
CORSTANT ROOFING NAILS SPACED 2q
O.CR ON EIITHEON ERR SLIDE OF THE RIDGE SLOT ONTO SHEATHING
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,
STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM
12 GAUGE (0. 10 INCH (3MM) SHANK WITH AMINIMUM SM INCH (10MM)
DIAMETER HEAD, ASTM F 1667, OF LENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND AMINIMUM 3141NCH (19MM) INTO
THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4
SHEATHNG)FAsi NERS SHHALLi COMPLY WITH ASTSHALL PENETRATE 1 6T7 ROUGH THE
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS
STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO.70878
GENERAL NOTES
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL 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.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017
RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY
CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION
AREA PER FRC 301.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY
CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPEDAND INSULATED TOALEVEL EQUIVALENT TO 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 LIMITAIR LEAKAGE IN
ACCORDANCE WITH THE REQUIREMENTS R402.4.1 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 0.5 CFM PER
SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3.
ELECTRICAL NOTES
111"11w
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1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION.
�I
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
•'•
HIGH-EFFACY LAMPS ORAMINIMUM OF 75% (F THE PERMANENTLY INSTALLED LIGHTING FIXTUR
SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
A
F
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 FBCAND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE
15
AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS,
OUTDOORS, OR WITHIN 72" OF EDGE OFANY SINK.
8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
.0)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ADDITIONAL NOTES
1) INTERIOR TO BE W DRYWALL FINISH.
2)ALL INTERIOR GYPSUM BOARD TO BE MIN, Y.' THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD;
0.098" DIAMETER, 1 Y.." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,
5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7"
O.C. FOR NAILS AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS
IN COMPLIANCE WITH ASTM C 1288, C 1326, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERSRECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS
AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
5) WALLAND 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
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C
1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS
OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO
ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME •�
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.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAV5
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 I
SEE PLAN FOR SIZES & STEEL REQUIREMENTS. �' I 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3"BEAMS: 1 WSUSPENDED SLABS: 1 W'
6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE
MINIMUM IN BEAMS AND COLUMNS.
T)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE
IS NOT PERMITED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES
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" O.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 (15# FELT OR TYVAK BUILDING WRAP) OVER 1913T
COX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND 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 SHEET
INDEX
COVER SHEET 1
SHEET 2
FLOOR PLAN
1.,)4 SHEET 3
ELEVATIONS
1( SHEET 4
ELECTRICAL
SHEET 5
UNDATION
SHEET 6
BLOCK PLAN
SHEET 7
HVAC PLAN
SHEET 8
TRUSS PLAN
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
SHEET 12
PLAN SHEET
INDEX
g
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19
52'-0"
12'4'
16'-10"
22'-10"
4'-7"
X-2"
4'-7"
10'-10"
V-0"
SH-25I EGRESS
SH-25
SH-25 / EGRESS
■ ■
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- - - -
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BEDROOM #2
■ ■ - ■ ■
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START OFVAULT -
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MASTER BEDROOM
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MAIN EGRESS DOOR
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BEDROOM # 4
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_ _ _ _ _ _ _ _ _ _
SH-35 / EGRESS/ COL.
STUCCO CEILING PER
57"p
INSULATE WALL
OWHSTRUCTURAL
NOTES
FR
AMED AIG 3TAN w/ R-11 F/G GATT■.
4'-7"
T-6tK"
4'4-4-
4'-T'
4'-4%"
NON-BRG. WAL 50AMP
T PANEL
PROT GfION POST
7'-1^/,"
13'-2%"
-
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' 22"X54"ATTI ACC.
WHw DRIP PAN
PULL DN. ST URS
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IN LINE
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8' 1"FLAT CEILING
(A.F.F.) 4
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16'-0"
2'.0"
321_011
20'-0"
FPL METER
UTILITY PAD
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. COVERED BY 19/32"
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
HETA20 HURRICANE
ANCHORS EMBEDDED 4" INTO
BEAM FOR TRUSSES
(PER CONN. SCHEDULE)
FIBERGLASS SHINGLE ROOF
OVER 30 # ROOFING FELT
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
III s(:L.p "e .GW 3000 PSI CONC.
VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
SEE FOUNDATION PLAN)
FOR SIZE & SPACING ,I
�.0''-0" TOP OF SLAB
`Y GRADE 4"
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTD # J SF-1A5gj�14 Well # `p
Date: 10
Reviewer:
0
4 .
12
6L,<�
INSULATION
1/2" DRYWALL @ CEILING
(TYPICAL)
8" X 8" X 16" BEAM BILK.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL
8" PRECAST LINTELS
W/ (1) # 5 BAR FOR ALL
DOOR AND WINDOW OPENINGS
& FILLED W/ 3000 PSI CONCRETE
1 "X 2" P.T. FURRING STRIPS
a016" O.C. WITH FI-FOIL
INSULATION
1/2" DRYWALL
(TYPICAL)
8" CONCRETE BLOCKS
WOOD BASE BOARDS
4" CONIC. SLAB (MIN. 2500 PSI)
W/ 6 X 6 10/10 WWM OR FIBERMESH
V TYPICAL WALL SECTION
(CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
FLOOR PLAN
SCALE: 1/4" = 1'-0"
AREA TABULATION
OCCUPIED A/C AREA:
1728.0 SO. FT.
GARAGE:
446.0 SQ. FT.
FRONT ENTRY:
43.0 SO. FT.
REAR PORCH:
83.0 SQ. FT.
TOTAL FOOTPRINT:
2300.0 SQ. FT.
SOFFIT DETAIL
NO SCALE
REVII
CODE C% .dwgs° L mr
ST. LUCIE COUI
2" X 6" PRIMED & PAINTED
IRIS SPRUCE
"o" x 22" SCREENED
VENTS AT 48" O.C.
;TUCCO OVER WIRE LATH
w/ 11ga. 2" NAILS WITH 318"
HEAD DIA. AT 6" O.C. OVER
3/8" RIB LATH Q 6" O.C. WITH
(2 LAYERS OF 15 # FELT OVER
EACH FRAMING MEMBER)
"REVISION -
REVISION - - -
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BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. 11170878
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SHEET
FLOOR PLAN PAGE
MODEL
FAIRFAX CUST
DRAWN
MARK MONTALTO JR
DATE
03/12/2020
SCALE
AS NOTED
SHEET NO.
02
i
OF 10_
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
U OPENING AREA ZL INTERIOR ZONE Q END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE NEGATIVE POSITIVE NEGATIVE
7Q 10 +33.6 PSF -36.4 PSF +33.6 PSF •44.9 PSF
2Q 15 +33.5 PSF -36.3 PSF +33.5 PSF -44.8 PSF
3Q 20 +33.4 PSF -36.2 PSF +33.4 PSF -44.6 PSF
a 25 +33.3 PSF -36.1 PSF +33.3 PSF -44.4 PSF
s 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF
s 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF
0 16 X 7 OHD +28.2 PSF -31.5 PSF
1. DESIGN PRESSURES PER ASCE 7-10
w
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REVISION
REVISION
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ENGINEER
BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. # 70878
SHEET
ELEVATIONS PAGE
MODEL
FAIRFAX COST.
DRAWN
MARK MONTALTO JR
DATE
03/12/2020
SCALE
AS NOTED
SHEET NO.
03
OF 10 SHEETS
WH '
150 AMP _ FPL METER
` \ ELECT. PANEL
ATTICACC
,i
ELECTRICAL PLAN -
SCALE: 1/4" = 1'-0" \ ■
■
ELECTRICAL LOAD CALCULATIONS PER NEC
1
1728 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING)
5184 VA
2
(2) 20 AMP APPLIANCE CIRCUITS
3000
3
LAUNDRY CIRCUIT
1500
4
DRYER
5000
5
RANGE
12000
6
WATER HEATER
4500
7
DISHWASHER
1200
8
REFRIGERATOR
1200
9
IRRIGATION PUMP OPTION
1800
10
MISC.
5000
TOTAL:
40384 VA
FIRST 10 KW @ 100%
REMAINDER 0 40%
TOTAL:
A/C HEAT C& 100%
TOTAL:
32153.6 = 133.97AMPS USE 150 AMP SERVICE.
240
10000
12153.6
22153.6
10000
32153.6 VA
ELECTRICAL NOTES
1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION.
2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 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 FORALL 125-VOLT, SINGLE-PHASE 15
AND 20AMP 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
ELECT. SERVICE
"EP„
O150 120/240V
M 2 j 1s
MBR 150A
MLO
3#1/0,#6,2"C
# 6 CU GROUND TIED
TO BUILDING STEEL,
CWP AND DRIVEN
GROUND ROUND
OPTION - "A"
ELECTRICAL RISER / DIST.
NOTE: USE ALL COPPER WIRE
NO SCALE
REVIEWED FOR ;
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
REVISION
REVISION
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ELECTRICAL PAGE
MODEL
FAIRFAX OUST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
SHEET NO.
04
OF 10 SHEETS
9
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4'-0"
FOOTER F-9
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OVER VAPOR BARRIER ON CLEAN
COMPACTED CHEMICALLY TREATED FILL
4' THICK (2500 PSI) CONCRETE SLAB
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FOUNDATI"N PLAN
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32'-0'
22'-10"
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F1 SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0"
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F3 CURB SECTION STEP
SCALE: 1/2" = 1'-0" (,,—:.6),�EXT�ERICIR
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SHEET
FOUNDATION PAGE
MODEL
FAIRFAX COST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
I
SHEET NO.
05
OF 10 SHEETS
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Hatch Legend
8'-1"A"F.F
TRUSS END DETAIL
12
PLUMB CUT OVERHANG
8
4-3/16"
HEEL HEIGHT
1,-0"
TRUSS CONNECTOR SCHEDULE
TRUSS NOTES:
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.
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.
5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
CONTRACTOR: PSL PROPERTIES
OWNER: PROP. GARCIA RES.
TRUSS MFGR: BUILDERS FIRST SOURCE
LAYOUT DATE: 03 / 30 / 2020
CUT -SHEET DATE: 03 / 30 / 2020
TRUSS
ID
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT DESIGN
FASTENERS
NOTES
C5
1ST
1411
(1) HETA 20
1810
(8) 16d
G1
1ST
2183
(2) HETA 20
2500
(12) 16d
G1
2ND
2907
(1) - MGT
3965
(22) 10d & (1) 5/811 A.B.
O2 O3
G3 & K3
CONT.
267 # PLF
O HETA20
1810
(9) 10d X 1-1/2"
SEE "GABLE END DETAIL"
1 STRAPAT EACH END AND 48" O.C.
VALLEYS
CONT
100 # PLF
() MTS 16
1000
(14) 10d X 1-1/2"
O
1 STRAPAT EACH END AND 24" Q.C.
ALL OTHERS
AT CBS
BEARING
EACH
<1800 #
(1) HETA 20
1810
(9) 10d X 1-1/2"
AT CBS BEARING
NOTE:
FOR MISSED TRUSS CONNECTORS AT
BLOCK WALLS WITH 1175 # UPLIFT OR
LESS, PROVIDE "SIMPSON" HTSM WITH
(4) 1/411 X 1-3/4" TITEN, AND (10) 10d.
FOR MISSED TRUSS CONNECTORS
FOR TRUSSES WITH 1175 # UPLIFT
OR MORE, CONSULT ENGINEER FOR
ADDITIONAL TRUSS CONNECTOR OPTIC
VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO
SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS
STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.
® USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.)
O(1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF
CONNECTORAS SPECIFIED.
REVISION
REVISION
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TRUSS LAYOUT PAGE
MODEL
FAIRFAX COST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
SHEET NO.
08
OF 10 SHEETS
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,/16" X 3" TAPCONS @ 12" O.C. (TYPICAL)
•1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER
4L)
PT) OR 2" X 8" (PT) BUCK (TYPICAL)
E FINISH FLOOR
GARAGE DOOR JAMB ATTACHMENT TO CBS WALL
(16'-0' X 8'-0" & 9'-0" X 8'-W 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)
BATT INSULATION[ —TRUSS BOTTOM CHORD
1/2" DRYWALL CEILING
NO SCALE
2" X 4" TOP PLATE OR 1-1/2" X 3-5/8"
METAL RUNNER
2" X 4" WOOD FRAMING @ 24" O.G.
OR 1-1/2" X 35/8" 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)
EXISTING FLOOR
TYPICAL INTERIOR NON -BEARING WALL DETAIL
NO SCALE
>L
EAVE � ��
CORNER BAR
(TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE 1) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE 0 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE (3 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.
# 5 CORNER BAR WITH
30" MINIMUM OVERLAP
# 5 VERT REINF. IN to
FILLED CELL CONTINUOUS W
TO FOOTINGS. Q
CORNER BAR
# 5 HORIZ REINF. TYP
BLOCK TRANSITION
NO SCALE
(3) 16d NAILS (TYPICAL)
CEILING PER PLAN
2"X4" SPRUCE OR BETTER LATERAL BRACE
@ 6' O.C. FASTENED TO TOP OF BOTTOM
CHORD OF TRUSSES WITH (2) 16d NAILS
EACH, AT GABLE END TRUSS AND
4 TRUSS BACK
P.T. 2" X 8" CONTINUOUS WITH 1/2"
" J " BOLT OR 1/2" X 5-1/2" WEDGE
ANCHOR AT 24" O.C. WITH 2" X 2"
X 1/8" WASHERS
GABLE EN C DETAIL
NO SCALE
19/32" ROOF SHEATHING
ROOFING UNDERLAYMENT PER PLAN
2"X4" "X" BRACING @ RIDGE AND 6' O.C.
EACH SIDE OF RIDGE
2"X WOOD FASCIA
WI ALUM. DRIP EDGE
SOFFIT (SEE DETAIL)
2" X 4" LADDER FRAMING @ 12" O.C.
1/2" STUCCO EXPANSION JOINT
STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS
WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS
OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32"
CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6' O.C.
PERIMETERAND FIELD.
GABLE END TRUSS
16d COMMON NAILS @ 12" O.C.
STRAP GABLE END TRUSS WITH "SIMPSON"
HETA20AT48" O.C. WITH (9) 10d X 1-1/2"
NAILS EMBED STRAP IN BEAM 4"
NOTE:
PROVIDE RAKE BEAM @ VAULTED GABLE ENDS
TRUSS VERTICAL WEB
REINFORCE EACH VERTICAL
MEMBER OF GABLE END TRUSS
WITH 2" X 4" T-BRACE WITH
16d NAILS AT 8 INCHES O.C.
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. 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
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
(2) # 5 VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER PER PLAN
CSEE FOUNDATION PLAN
FOR SIZE & SPACING
FOOTING F-1
12
6
EXTERIOR CEILING TO BE
STUCCO OVER WIRELATH
wl 11 GA. 2" NAILS w/ 3/8" DIA.
8" X 8" X 16" BEAM BLOCK
\_W/
HEAD @ 6" O.C. OVER
(1) # 5 BAR FILLED
3/8" METAL RIB LATH @ 6"
W/ 3000 PSI CONCRETE
O.C. w/ (2 LAYERS OF 15 #
FELT OVER E*qp IEWED
8" PRECAST LINTELS
FRAMEME I'
W/ (1) # 5 BAR FILLED
a. DE COMPLI
W/ 3000 PSI CONCRETE
ST. LUCIE COI
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�TEXTURED STUCCO FINISH
16" X 8" CONCRETE BLOCK COLUMN FILE
OR
8" X 16" CONCRETE CLOCK COLUMN
CONCRETE SLAB
/'PER FOUNDATION PLAN
ENTRY 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
FAIRFAX COST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
SHEET NO.
09
OF 10 SHEETS
CMU W,
(SEE W)
CORRO:
PER%
APPLY PE
BETWEE
(SEE V
cl
FILLED CELLAT JAMB BLOCK
(TYPICAL)
I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
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
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL
NO SCALE
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.
A IMP
NOTE:
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE
WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED
3/4" NOTE:PRECAST CONCRETE I ND RESISTANT FLUSH
SILL AS MANUFACTURED YCAST-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
FILLED CELL AT JAMB BLOCK (TYPICAL)
1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED
COIL NAILS @ 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.
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
1/2" DRYWALL
f_lII
FILLED CELL AT JAMB BLOCK (TYPICAL)
1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
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 & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
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"O.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.
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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 318" 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 HEAD AND 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.
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SHEET
DETAILS PAGE
MODEL
FAIRFAX CUST.
DRAWN
MARK MONTALTO JR
DATE
04/09/2020
SCALE
AS NOTED
SHEET NO.
10
OF 10 SHEETS
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REG. # 70878