HomeMy WebLinkAboutBuilding PlansCONSTRUCTION BY
PORT ST LUCIE PROPERTIES
2401 SW MONTEREY LANE,
PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
WWW. PORTSTL UCIECUSTOMPROPERTI ES. COM
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED WILSON RES.
OCCUPANCY TYPE : R
STREETADDRESS : 594 BEACHAVE., PORT ST. LUCIE FL 34952
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 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.
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 : I II 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: 11.5' ROOF PITCH: 6112 PARAPET: N/A FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH)
+ 20.5 + 20.5 + 20.5 + 35.5 + 35.5 + 22.3
ZONE 1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE:
_ 32.5 _ 54.9 - 80.7 - 38.5 _ 44.6 _ 29.0
7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY • NSA PSF
DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: N/A 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, RE CERT. # & CO. CERT. AUTH. 70878
DESIGN FIRM: BENCHMARK ENGINEERING DATE:
ADDRESS: 2001 SWPSL BLVD UNIT 104, PORT ST LUCIE, FL 34984
PROPOSED WILSON RESIDENCE
594 BEACH AVE. PORT ST. LUCIE, FL. 34982
MIN
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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #56-7-4-4,1071 9 & Well #
Date:
Reviewer:
ST LUCIE COUNTY, FLORIDA
TPLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING ®ULATIONS DIVISION
PRODUCT REWEWAFF/DAVIT
BUILDING PERMIT NUMBER: OWNERSNAME: PROPPSED WILSON RES. APPLICANT:
PRODUCT
ONIN
DESIGN PPERESSG URES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODELNUMBER
PRODUCT
APPROVAL NUMBER
GLASS TYPE
METHOD OF ATTACHMENT
WINDOWS
SEEELEVATIONS
+/-55.0
MI WINDOWS & DOORS
185 SH
FL#17499.1
IMPACT
3/18'X1-1/4'MM. EMBEDTAPCONS
AT2'1WO.C.
YIRNDOWS
WA
N/A
WA
WA
N/A
N/A
N/A
MULLIONS
WA
BLOCK GLASS
N/A
N/A
WA
WA
NIA
N/A
N/A
SKYLIGHTS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DOOR-B
SEE ELEVATIONS
+/- 67
THERMA-TRU
SMOOTH STAR
FL # 20468.1
NIA
1/4' X 1 W TIN. +MBBEC TAPCONS
DOOR-G
SEE ELEVATIONS
+/-55.0
MI WINDOWS & DOORS
120/1301140
S.G.D.
FL#22401.3
IMPACT
(2-ROWS) 1/4' X 1-1/4' MIN.
EMBED TAPCONSAT W/16'O.C.
GARAGE DOORS
SEE ELEVATIONS
+33.0/-42.0
CLOPAY
33w6-22
FL#16548.4
N/A
S/16"XMdWMIN.EMBED
LAG SCREW ONE PER BRACE
HURRICANE PROTECTION
N/A
N/A
WA
N/A
N/A
N/A
INA
ROOF VENTILATION
N/A
N/A
TAMCO-COOL RIDGE
CM - 18531
FL # 4103.1
N/A
FASTEN USING MIN. CAW SHANK Del, MIN.
0.41m Dw. HEAD. MIN. 2,W' LONG
OCRROE EITHERSIDEOFROORDG E SLOT ONTOHE
O.C.ON ERHER SIDE OF THE RIDGE BLOT ONTO SHEATHING
ROOFING MATERIALS
1w
194
OWENS CORNING
ARCH. ASPHALT SHINGLE
FL#10674.1
N/A
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,
STAINLESS STEEL, AWMBIUM OR COPPER ROOFING MUS•MINIMUM
12 GAUGE (0.1 W INCH (BMM) SHANK WITHA MINIMUM SIB INCH (18NM)
DIAMETER HEAD, ASTM F 1867, OF A LENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND A MINIMUM X4INCH (INAM) INTO
THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN BMINCH(1,W)THICK, THE FASTENERS SHALL PENETRATE THROUGH THE
sHF� HmGFAs ENERssHAucoMmvw mAmn F1887
NOTE: (S PER S TAB)
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 201T 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 HEAVYTERMITE INFESTATION
AREA PER FRC 301.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY
CONSERVATION RESIDENTIAL.
2)ATTICACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENTTO 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
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 OR A 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 LIMIT AIR 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 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
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
ADDITIONAL NOTES
1) INTERIOR TO 5E W DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 3/8" LONG,19/64" HEAD;
0.098" DIAMETER, 1 %' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,
5/64" 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 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 SHOWERAREAS. (PER FRC 702A.1 & FRC 702.42).
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 ACRITICAL
^�
RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM !(J
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, WALL ASSEMBLIES, 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: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE
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 DAYS.
SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3"BEAMS: 1 IWSUSPENDED SLABS: 1 ''A"
6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE
MINIMUM IN BEAMS AND COLUMNS.
7) 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 318"
0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32"
COX PLYWOOD WITH 10D NAILS TO STUDS Q 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
SHEET 3
ELEVATIONS
SHEET 4
ELECTRICAL
SHEET 5
FOUNDATION
SHEET 6
BLOCK PLAN
SHEET 7
14VAC PLAN
SHEET 8
TRUSS PLAN
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
SHEET 12
PLAN SHEET
INDEX
15'-1 "TO RIDGE
11'-4"M.R.H.
BRG. HT. 8'-1"
19' LINEAR FEET OF
SCALE: 1/4" = V-0"
3I NOTE: 31
SAND FLOAT FINISH
ON ALL STUCCO BANDS &
RETURNS SUCHAS WINDOWS,
DOORS, GARAGE DOORS,
AND ENTRY
FF.E.0'-0"_-_-
■',
12
6
OPENING LD.
H_
31
SCALE: 1/4" = V-0"
ENING 1.1
A
11
OPENING I.D. OPENIFNG I.D.
31 11
Nm
BEARING HT. W-1
mnnm
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FINISHED FLOOR 0�-O" A-�
nnnnn
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vrrr
_BRG. HT. 8'-1'_ --
-F.F.E. F.F.E. 0'-0"
12
�6
OPENING I.D.
E
3E
BRG. HT. W-1"
F.F.E. 0'-0"
SCALE: 1/4" = T-0"
BRG. HT. V-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.
O
OPENINGAREA
A INTERIOR ZONE
END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
iQ
10
+33.6 PSF
-36.4 PSF
+33.6 PSF
-44.9 PSF
2
15
+33.5 PSF
-36.3 PSF
+33.5 PSF
-44.8 PSF
Q
20
+33.4 PSF
-36.2 PSF
+33.4 PSF
-44.6 PSF
aQ
25
+33.3 PSF
-36.1 PSF
+33.3 PSF
-44.4 PSF
5
30
+33.2 PSF
-36.1 PSF
+33.2 PSF
-44.2 PSF
0
35
+33.1 PSF
-36.0 PSF
+33.1 PSF
-44.1 PSF
Q
16 X 7 OHD
+28.2 PSF
-31.5 PSF
1. DESIGN PRESSURES PER ASCE 7--10
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EXPOSURE 160-C
11
CALCULATE ATTIC VENTILATION
CEILING = 1765 SQUARE FEET
1755/300= 5.85 REQUIRED VENTILATION
184.0 LINEAR FEET OF 6" X 22- VENTS @ 72" O.C. = 28.11 SQ. FT. / 2
= 14.1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
14.1 SQUARE FEET> 6.0 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
5.850 X 40%" = 2.340 SQ. FT OF RIDGE VENT
5.850 X 50% = 2.926 SQ. FT OF RIDGE VENT
RIDGE VENT
19 LINEAR FEET OF COOL RIDGE VENT (18 SQ. IN. / FT.)
= 2.375 S.F. OF RIDGE VENT
PROVIDE 19 LF OF RIDGE VENT
BRG. HT. 8'-l"
F.F.E. 0'-0"
- BRG. HT. F-l"
F.F.E. 0'-0"
REVIEWED
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ARUBA COST.
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MARK MONTALTO JR
DATE
04/1312020
SCALE
AS NOTED
SHEET NO.
03
OF 10 SHEETS
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41-211
I I FOOTING F•9 I
27'-4"
1Aoll 4' 41411
4'-6"
REF.
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TOP OF SLAB
WABHER
LOCAno 4"THICK (2500 PSI) CONCRETE SLAB
w/ FIBERMESH OR S"/ 6" 10/10 W WM
OVER VAPOR BARRIER ON CLEAN
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FOOTING F-9
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F3 CURB' SECTION EXTERIOR STEP
SCALE: 1/2" = 1'-0" SSCALE: 1/2" - 1'-0"
# 5 REBAR WITH 30" MIN. LAP SPLICE
# 5 VERT. REBAR IN (3000 PSI) CONCRETE
FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS)
# 5 CONTINUOUS
4" THICK CONC. SLAB
STUCCO FINISH
w/ W X W I0/10 W.W.F.
V X V FHABLOCK WITH (1) # 5 BAR CONTINUOUS
W
a
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a
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ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE
fV
.-
(2500 PSI) CONCRETE SPREAD FOOTING
(2) # 5 BARS CONTINUOUS
16"
TYPICAL STEM WALL FOOTING
DETAIL
SCALE: 1/2" = V-0"
BEND # 5 BAR INTO SLAB
# 5 REBAR WITH 30" MIN. LAP SPLICE
# 5 VERT REBAR IN (3000 PSI) CONCRETE
FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS)
8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS
STUCCO FINISH
W X W X IV CONCRETE BLOCK (MASONRY)
ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE (-SEE ELEVATION PLAN-)
(2500 PSI) CONCRETE SPREAD FOOTING
(2) # 5 BARS CONTINUOUS
C'`
TYPICAL STEM WALL FOOTING DETAIL
SCALE: 1/2" = V-0"
REVISION
REVISION
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SHEET
.F UNDATION PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
04/30/2020
SCALE
AS NOTED j
SHEET NO.
05
OF 10 SHEETS
Job #:
Performed for:
594 Beach Ave (Wilson Res)
2401 sw Monterey Lane
Port St Lucie, FI 34983
Sheet 1
Air Conditioning Unlimited LLC
5565 Burgin St
Port St Lucie, FI
Scale: 1 : 93
Page 1
RightSuite® Universal 2019
19.0.08 RSU06570
2020-Apr-26 10:12:20
...tsoft HVAC\594 Beach Ave-PSL.
^19
REVISION
REVISION
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BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. # 70878
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PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING
2) DWV PIPING SHALL BE SCHEDULE 40 PVC. RM
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 %n 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,
SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS
GREATER THAN 20 FEET.
IFILE. CO
6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION.
O U)
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N
SHEET
HVAC PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
04/30/2020
SCALE
AS NOTED
SHEET NO.
07
OF 10 SHEETS
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NOTE:
� O VALLEY TRUSSES MAYBEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO
SUPPORTING TRUSSAND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS g
FOR MISSED TRUSS CONNECTORS AT STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.
BLOCK WALLS WITH 1175 #UPLIFT OR
LESS, PROVIDE "SIMPSON" HTSM WITH
(4) 1/4" X 1-3/4" TITEN, AND (10) 10d. SHEET
TRUSS LAYOUT PAGE
' f1 FOR MISSED TRUSS CONNECTORS
MODEL
ARUBACUST.
FOR TRUSSES WITH ENGINEER
# UPLIFT USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FORANCHOR BOLTS (A.B.) DRAWN
OR MORE, CONSULT ENGINEER FOR MARK MONTALTO JR
ADDITIONAL TRUSS CONNECTOR OPTIONS
DATE
04/30/2020
SCALE
AS NOTED
SHEET NO.
08
OF 10 SHEETS
TRUSS CONNECTOR SCHEDULE
TRUSS NOTES:
9)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'SENGINEER.
2) CONTRACTOR TO PROVIDE ENGINEER ,AND BUILDING DEPARTMENT WITY-1 ENGINEERED TRUSS DRAWINGS BEFORE
INSTALLING TRUSSES.
3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
4) CONTRACTOR TO VERIFYALL IXISTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
CONTRACTOR: PSL PROPERTIES
OWNER: WILSON RESIDENCE
TRUSS BUILDERS FIRST SOURCE
LAYOUT DATE: oa / 29 / 2020
CUT -SHEET DATE: 04 / 29 / 2020
TRUSS
Id
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT DESIGN
FASTENERS
NOTES
804
1ST, 2ND
962
(1) HETA20
1310
(9) 10d X 1-1/2"
D01
1ST 2ND
619
(1) HETA20
1810
(S)16d
Doa
CONT.
257 # PLF
1810
(14) 10d X 1-1/2"
SEE GABLE END DETAIL
1 STRAPAT EACH END AND 48"
O. C.
T„
VALLEYS
CONT
100 # PLF
O MTS 18
1000
(9) 10d X 1-1/2"
1 STRAPAT EACH END AND 24" O. C.
��
ALL OTHERS
Arces
BEARING
EACH
<1800 #
(1) HETA20
1810
(9) 10d X 1-1/2"
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•1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER
AL)
PT) OR 2" X 8" (PT) BUCK (TYPICAL)
E FINISH FLOOR
GARAGE DOOR JAMB ATTACHMENT TO CBS WALL
(16-0' X 8'-0" & T-O" 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)
M AT 1"10111 AI I/ Ll
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
NO SCALE
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
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(TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE 1Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
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
(3) 16d NAILS (TYPICAL)
CEILING PER
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 END 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
w/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"
HETA 20 AT 48" 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.
12
6
PRE-ENGINEERED WOOD TRUSSES
2XPT
BLOCKING
@ COLUMN
SIMPSON STRAP PER SCH.
9'-4" FROM
FINISHED FLOOR
,
SOFFIT PER DETAIL
EXTERIOR CEILING TO BE
8" BEAM BLOCK
STUCCO OVER WIRELATH
W/ (1) # 5 BAR IN 3000 PSI
w/ 11GA. 2" NAILS w/ 3/8" DIA.
CONCRETE FILLED CELL.
HEAD @ 6" O.C. OVER
8" PRECAST LINTELS
3/8" METAL RIB LATH @ 6"
W/ (1) # 5 BAR FOR
O.C. w/ (2 LAYERS OF 15 #
OPENINGS & FILLED
FELT OVER EACH
W/ 3000 PSI CONCRETE
FRAMING MEMBER)
8" X 16" CMU COLUMN
W/ (2) # 5 BARS VERT. w/
STUCCO FINISH
(3000 PSI)
CONC. FILLED CELLS.
STUCCO FINISH
(2) # 5 DOWEL w/ 3011
or
MIN. LAP SPLICE
VERTICAL DOWELS
FROM FOOTER
R_�IE
CODE COMOLL,
T, LUCIE COS,'
FOOTING PER PLAN
ENTRY & PORCH COLUMN DETAIL NO SCALE
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
FILE C .
REVISION
REVISION
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BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. # 70878
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SHEET
DETAILS PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
04/30/2020
SCALE
AS NOTED
SHEET NO.
09
OF 10 SHEETS
CMU Wi
(SEE WF
CORROE
PER V
APPLY PE
BETWEE
(SEE V1
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 1-112" CASE HARDENED COIL
NAILS AT 12" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
D JAMBS TYPICAL BUCK DI
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.
NOTE:
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE
WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED
3/4" NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
/$" 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
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.
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)
EXTERIOR D
BUCK D
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
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRINGALL (3) SIDES CONTINUOUS c
WOOD TRIM P:
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
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. 4112" 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.
3/4" FURRING TO MASONRY WALL
WATERPROOFING NOTES:
l . 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 THEREARE 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 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 INTERIORAIR SEALAROUND THE ENTIRE PERIMETER.
REVIF-IFI)
CODE C AV"
ST. LUCIE C
SOC(
FILE CUB
REVISION
REVISION
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SHEET
DETAILS PAGE
MODEL
ARUBA CUST.
DRAWN
MARK MONTALTO JR
DATE
04/30/2020
SCALE
AS NOTED
SHEET NO.
10
OF 10 SHEETS