HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY
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FDOH in St. Lucie County CONSTRUCTION BY
Environmental Health
Site Plan Approved for Construction PORT ST LUCIE PROPERTIES
upersedes All Previous Site Plans for
J8#SG-SF�/9u8N6,� & Well # 2401 SW MONTEREY LICE,
_ PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTIO1 " OFFICE: (772) 249-0089
WWW. PSLPROPERTIES/NC. COW
DESIGN CERTIFICATION FOR WIND LOAD °:;Ciii�PLIANCE
PROJECT NAME: JONES RESIDENCE OCCUPANCY TYPE . R
STREETADDRESS : LOT-40, PALM DRIVE, 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 CURRENTLY ADOPTED AND ENFORCED BYTHE 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: 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 128 ASD — NIA LRFD END ZONE WIDTH: 5'
5. MEAN ROOF HEIGHT: +I IV-6" ROOF PITCH : 6/12 PARAPET: N/A FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH)
ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22'3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 22.3
-35.4 -59.8 -87.9 -36.4 -44.9 -29.0
7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF / LIVE: 20 PSF BALCONY —N/A PSF
DOCK: N/A PSF DECK : N/A PSF STAIRS : N/A PSF FENCE: N/A __ PSF RAILING- N/A
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?
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: PAUL WELCH, P.E. CERT. # & CO. CERT. AUTH.
DESIGN FIRM:
ADDRESS:
PAUL WELCH, INC. DATE: .
1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE , FL 34953
YES
29945 / 5115
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 WEATHERSTRIPPED AND INSULATED TOA LEVEL 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 2014 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 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 FOR ALL 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 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.
PLANS AND ENGINEERING
PAUL WELCH, INC.
1984 SW BILTMORE STREET #114
PORT SAINT LUCIE, FLORIDA 34984
PHONE: (772) 785-9888 FAX: (7721"45-9933
ADDRESS IDENTIFICATIe EM
BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. I * ADDRESS IDENTIFICATION
SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE Sfb ET OR ROAD FRONTING
THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND.
ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE
SPELLED OUT, EACH CHARACTER SHALL BE NOT LESS THAN 4INCHES, (102rr i) IN HEIGHT WITH STROKE
WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS
IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS 7U FACILITATE EMERGENCY
RESPONSE. WHERE ACES IS BY MEANS OFAPRIVATE ROAD AND THE BUILDI iG ADDRESS CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGNOR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED
CONTENTS
1 -COVER SHEET
2 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL
3-PROPOSED ELEVATIONS
4 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND.
5 - PROPOSED FOUNDATION PLAN
6 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE
7 - PROPOSED HVAC (JEAN, AC NOTES, AND PLUMBING RISER.
8 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE
9 - PROPOSED CONSTRUCTION DETAILS
PROTECTION POST DETAIL
INTERIOR NON -BEARING WALL DETAIL
GABLE END DETAIL
GARAGE DOOR ATTACHMENT DETAIL
ROOF SHEATHING NAILING ZONE DETAIL
ENTRY COLUMN DETAIL
10 - PROPOSED CONSTRUCTION DETAILS
FENESTRATION DETAILS
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.
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 FRO 301,
ADDITIONAL NOTES
1) INTERIOR TO BE W" DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" 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,
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 -10 BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS
IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS 114 SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE A 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
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 ILL 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 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 CONCRET- PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3"BEAMS: 1 'WSUSPENDED SLABS: 1 'fa'
6) LAP ALL REINFORCI VG STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL
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 PERMITTED.
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 SCP.=TED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA.
11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING.
12) PROVIDE .4 5 CO:' cR BARS W/ 30" MIN, LAP SPLICE FOR BOND BEAM.
13) EXTERIOR FRAIv!:.: 'VVALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8"
0 HEAD Co .0 OVER (2) LAYERS OF (154 FELT OR TYVAK BUILDING WRAP) OVER 19132"
CDX 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 FLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
ST LUCIE C
GUNTY, FLORIDA
I
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & REGULATIONS DIVISION
BUILDING PERMIT NUMBER:
NAME: JONES RESIDENCE
PRODUCT REVIEWAFFIDAVITOWNERS
APPLICANT:
PRODUCT
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODEL NUMBER
PRODUCT
APPROVAL NUMBER
GLASS TYPE
METHOD OF ATTACHMENT
WINDOWS
WINDOWS
MULLIONS
SEE ELEVATIONS
N/A
N/A
+ / -55.0
N/A
N/A
MI WINDOWS &DOORS
N/A
N/A
185 SH
N/A
N/A
FL # 17499.1
N/A
NI/I,
IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS
AT 2" / 11" O.C.
N/A N/A
N/A N/A
BLOCK GLASS
SKYLIGHTS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
---
N/A N/A
N/A
_— N/A
SLIDING GLASS DOORS
SWING TYPE DOORS
FRENCH DOORS
SEE ELEVATIONS
SEE ELEVATIONS
N/A
+ / - 55.0
+ 49.2 / - 50.0
N/A
MI WINDOWS &DOORS
THERMA-TRU
N/A
120 / 130 1140 / SGD
SMOOTH STAR
FL # 22401.3
FL # 7640.2
-IM
IMPACT (z Rows) ins° x 1-1/4" MIN. EMBED.
N/A TAPCONS AT 6" / D O.C.
1 /4" X 1-1/4' MIN. EMBED TAPCONS
AT 6" / 13.75" O.C.
N/A 9f4" X 1-1 /4' MIN. EMBED TAPCONS
_2AT6"/1375"0C
GARAGE DOORS SEE ELEVATIONS
HURRICANE PROTECTION N/A
ROOF VENTILATION N/A
+ / - 37.0
N/A
N/A
CLOPAY 29W6-10
N/A N/A
N/A N/A
-
FL # 5678.29
N/A
N/A
NIA
- N/A
N/A
5/16" x 1-5/8" MIN. EMBED LAG scREws
ONE PER BRACKET
N/A
N/A
ROOFING MATERIALS
- 87.9
- 108.5
GULF COAST
SUPPLY & MFG.
5_�/ CRIMP METAL ROOF
FL # 11651.1
i
N/A
PANEL FASTENER # 9 15 X 1-1/2" WOODGRIP WITH SEALING
WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM
PENTRATION THROUGH THE PLYWOOD. ALL FASTENERS
TO BE CORROSION RESISTANT. FASTENERS SHALL BE
INSTALLED IN THE RIB oERIM TER OR O To ROOF.
SLOPE AND G" O.C. ALL PERIMETER OR ROOF
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: PAUL WELCH, P.E. SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945
BY
St Lucie County
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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 & TIE BEAM
SHEET 7
HVAC & PLUMB.
SHEET 8
TRUSS LAYOUT
SHEET 9
DETAILS
SHEET 10
DETAILS
SHEET 11
N/A
SHEET 12
N/A
PLAN SHEET
INDEX
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BY
Cie County
27'
O-� (310.0 SQUARE FEET)
HOSE BIBB
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t SH-251 EGRESS SH-23 6068 / TEMP. / SGD.
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DINING ROOM
OBEDROOM
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VAULTED CEILING
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8'-1"FLAT CEILING
SH-35/EGRESS
GREAT ROOM
VAULTED CEILING
ml
20'-2%"
SH-25 SH-25
8" X 16"
BLK.COLUMN
(TYPICAL)
20 MIN. FIRE
RATED DOOR
{
FOYER
VAULTED
CEILING
MAIN EGRESS DOOR
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SH-25 / EGRESS
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NON -BEARING WALL
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DRYER VENT THRU-WALL
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O LOCATION LOCATION
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INSULATE WALL w/ R-11 F/G BAIT ELECT. METER
PANEL
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( PICAL) (A. F.F.) n _.- UTILITY SLAB
1
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ENTRY
--------------------------------
-----
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CONTRACTOR TO VERIFY LOCATION
1
OF PULL DOWN STAIRS
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32'-10" 54"
FLOOR PLAN
SCALE : 1/4" = V-0"
X 6" PRIMED & PAINTED
S SPRUCE
K 22" VENTS
4'-0" O.C.
ICCO OVER WIRE LATH
wr 119a. 2" NAILS WITH 3/8"
HEAD DIX AT #" O.G. OVER
SOFFIT DETAIL 3/8" LAYE SOF16ATH Q " ELTOC. E
2 LAYERSOF 1Ti #FELT OVER
NO SCALE' - - EACH FRAMING MEMBER)
AREA TABULATION
OCCUPIED A/C AREA:
1320.0 SQ. FT.
GARAGE:
417.0 SQ. FT.
FRONT ENTRY:
27.0 SQ, FT.
REAR PORCH:
N/A
TOTAL FOOTPRINT:
1764.0 SQ. FT.
CALCULATE ATTIC VENTILATION
CEILING = 1764 SQUARE FEET
1764 / 300 = 5.88 REQUIRED VENTILATION
200.42 LINEAR FEET OF 6" X 22" VENTS @48" O.C. = 46.10 SQ. FT. / 2
= 23.05 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
23.05 SQUARE FEET > 5.88 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
5.88 X 40% = 2.352 SQ. FT. OF RIDGE VENT
5.88 X 50% = 2.94 SQ. FT OF RIDGE VENT
RIDGE VENT
15'-V LINEAR FEET OF 2" VENT = 2.635 SQUARE FEET OF RIDGE VENT
PROVIDE 16-6" LF OF RIDGE VENT
E
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 12
(PER CONN. SCHEDULE) 6
5 V CRIMP METAL ROOF OVER 30 # FELT
CONT: GALV. MTL DRIP
OVER (PT) 1 X 2
2" X 6" PRE PRIMED 12" O.H. = s
SPRUCE FASCIA
VENTED
STUCCO SOFFIT
(SEE DETAIL) ' °P:
STUCCO FINISH ,f
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK oe
IN 3000 PSI CONC.
VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
r SEE FOUNDATION PLAN 1
l FOR SIZE &SPACING
0'-0" TOP OF SLAB
I GRADE 4"
o D o
—R-30 TYPICAL CEILING INSULATION
TT
— ----- — —
1/2" DRYWALL @ CEILING
(TYPICAL)
8" X 8" X 16" BEAM BLK.
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL
8" PRECAST LINTELS
cl�O
W/ (1)# 5 BAR FOR ALL
O
DOOR•AND WINDOW OPENINGS
LJi
& FILLED W/ 3000 PSI CONCRETE
❑
1"X 2" P.T. FURRING STRIPS
20 a)
@ 16" O.C. WITH FI-FOIL
Z
INSULATION
LL
1/2" DRYWALL
0
(TYPICAL) LL
8" CONCRETE BLOCKS
WOOD BASE BOARDS
4" CONC. SLAB (MIN. 2500 PSI)
w/ 6 X 6 10/10 WWM OR FIBERMESH
TYPICAL WALL SECTION
(CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 56-5f -110W�(oa & Well #
Date: /
TER MITETREATMENT Rev' r.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOILAPPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
SEE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICAT •ON OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED P= S i CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 31-;3TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CON JIVER SERVICES."
REVISION
REVISION
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PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST. LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
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FLOOR PLAN
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
2
OF
OF 10 SHEETS
[04] [LE
SCALE: 1/4" = V-0"
RIDGE HT. +/- 14'-11"
+/-11'-6 M.R.H.
BEARING HT. 8'-1"
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FINISHED FLOOR 0'-0"
- _ _ _ _ — - - _
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_ _ -
-co
OPENING LD. "D"
OPENINIG MARK:(3)
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GI
C\/AT1�1A1
OPENING I.D.
OPENINIG MARK: (3)
`1
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
KOPENING
AREA
A INTERIOR ZONE
/E\ END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
Al
10
+33.6 PSF
- 36.4 PSF
+33.6 PSF
+d4.9 PSF
2
15
+33.5 PSF
- 36.3 PSF
+33.5 PSF
+44.8 PSF
20
+33.4 PSF
- 36.2 PSF
+33.4 PSF
+41.6 PSF
44
25
+33.3 PSF
- 36.1 PSF
+33.3 PSF
+44.4 PSF
5
30
+33.2 PSF
- 36.1 PSF
+33.2 PSF
+/4.2 PSF
6
35
+33.1 PSF
- 36.0 PSF
+33.1 PSF
+44.1 PSF
110
+22.3 PSF
- 24,3 PSF
+22.3 PSF
-2:.O PSF
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1. DESIGN PRESSUR€S PER ASCE 7-10
°
160-C
)N�
SCALE: 1/4" = l'-0" NOTE:
SAND FLOAT FINISH
ON ALL STUCCO BANDS &
RETURNS SUCHAS WINDOWS,
DOORS, GARAGE DOORS,
AND ENTRY
BACK ELEVATION
SCALE: 1/4" = V-0"
BEARING HT. 8'- "__
FINISHED FLOOR 0'-0"
OPENING LD. K
OPENINIG MARK: (:
OPENING ZONE: IN
STUCCO COLLAR
il ENTRY COLUMN
BEARING HT. 8'-1"
FINISHED FLOOR 0'-0"
OPENING I.D. 'H"
OPENINIG MARK : (3)
OPENING ZONE : INTEI'
[02] RIGI
SCALE: 1/4" = l'-0"
12
6
6" SCORED STUCCO BAND
— - — - - - - — -
MARK:
ZONE:I
)N
BEARING HT. 8'-4"
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST. LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
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ELEVATIONS
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO,
3
OF
OF 10 SHEETS
ELECTRICAL PLAN
SCALE: 1/4" = l'-0"
ELECTRICAL SYMBOL LEGEND
SWITCH
$
THERMOSTAT
O
GPI OUTLET Q�
3-WAY SWITCH
$3
SD/CO DETECTOR
SD
GFI
4-WAY SWITCH
$4
EXHAUST FAN
®
FLUORESCENT LIGHT
DIMMER SWITCH
$p
DOOR CHIMES
o
GARAGE DOOR OPENER
PUSH BUTTON
0
ALARM PAD
WP-GFI OUTLET
WP/^FI
_d
SERVICE PANEL
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CEILING FAN
110V OUTLET
(p
SERVICE METER
220V OUTLET
W
LIGHT FIXTURE
\ J
4-PLEX OUTLET
A��p,
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WALL MOUNTED
/ r
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LIGHT FIXTURE
SPECIAL PURPOSE
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LIGHT FIXTURE
w/PULL SWITCH
11
PJ
CEILING FAN w/LIGHT
JUNCTION BOX
0
RECESSED LIGHT
A/C DISCONNECT
VAPOR PROOF
P„9
PHONE OUTLET
T
RECESSED LIGHT
TV OUTLET
FLOOD LIGHT
FLOOR OUTLET
cq:�)E
E. FAN LIGHT
"
SCONCE PREWIRE 0
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 NFPA72
ELECTRICAL LOAD CALCULATIONS PER NEC
1
1 1320 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING)
3960 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:
39160 VA
FIRST 10 KW @ 100%
REMAINDER(? 40%
TOTAL:
A/C HEAT @ 100%
TOTAL:
31664 = 131.9 AMPS USE 150 AMP SERVICE.
240
10000
11664.0
21664
10000
31664 VA
I W/11 \_ \
(3) # 410 ALUM IN 2" C
-ELECT. SERVICE
"EP"
150 120/240V
O 2 1a
MBR 150A
MLO
# 4 CU GROUND TIED
TO BUILDING STEEL,
CWP AND DRIVEN
GROUND ROUND
(3) 4/0 # 4, 2" C
ALUM
ELECTRICAL RISER / DIST. / OPTION "All
NOTE : USE ALL COPPER WIRE
NO SCALE
O 150
M 2
MBR
"EP"
1201240V
1a
150A
MLO
(3) 4/0 # 4, 2" C
ALUM
# 4 CU GROUND TIED
TO BUILDING STEEL,
CWP AND DRIVEN
GROUND ROUND
NOTE: USE ALL COPPER WIRE
BUG SERVICE BY FPL
(3) - # 4/0 ALUM IN 2" C
ELECTRICAL RISER / DIST. / OPTION "B"
NO SCALE
"
ELECTRICAL NOTES
1)ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 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 CIRCUITARC-FAULT PROTECTION FOR ALL 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,
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST LUCIE, FL 34984
PHONE : (772) 785-9888
FAX: (772) 785-9933
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ELECTRICAL PLAN
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
4
OF
OF 10 SHEETS
2T-6"
31'-0"
4' 0" _ X 12"WIDE X8"DEEP
Lu G w/(1) #5 BAR - O
FOOTING F-9 _.._ --.: _.: --. O N _ (TYPICAL)
PROPOSED CONCRETE SLAB
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4'-6" T-10" 4'-6" 4'A" 4'-3" T-10" 4'-11' 6'-101. T-9" 3'-9" T-9" _ V-10"
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5'-0"
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FOUNDATION PLAN_
SCALE: 1 /4" = V-0"
1.) ALL DOWELS AND VERTICAL BARS ARE # 5
2.) #5 DOWELS 44"
101,
3.) ATTACH DOWELS TO FOOTING
. STEEL
4.) VERTICAL BARS TO EXTEND TO
TOP STEELAND HAVE HOOKS
EQUAL TO DOWEL HOOKS,
5.) FILL CELLS AT VERTICAL DOWELS.
6.) GROUT TO BE 3000 PSI AND
REBAR TO BE GRADE 60.
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5'4"
1'-10"
1.1.0111
WHERE SHOWN [01 ON PLAN THERE IS A VERTICAL. # 5
(f'c = 3000 psi MINIMUM)
DOWEL ROD REPAIR NOTES
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED
FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE
(NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS
OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS
AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE,
USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE.
I
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0
ch 411 CONCRETE SLAB
F. FLOOR
FINISH GRADE —.— 7 — —
° cD
T
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16" 4" (2) # 5 MINIMUM CONTINUOUS,
cV 3" COVER MIMIMUM.
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r I SCALE: 1/2" = V-0"
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# 5 VERT. REBAR IN (3000 PSI) CONCRETE
FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS)
# 5 CONTINUOUS
4" THICK CONC. SLAB STUCCO FINISH
w/ 6" X 6" 10/10 W.W.F.
X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS
w 1
8" X 8" X 16' CONCRETE BLOCK (MASONRY)
ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE
EV
(2500 PSI) CONCRETE SPREAD FOOTING
[ru :TTN
(2) # 5 BARS CONTINUOUS
16" 1
F10 TYPICAL STEM WALL FOOTING DETAIL
SCALE: 112" = V-0"
FLOORFINISH
CID .111 J:
II' IIII _slll
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SLAB
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Z
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CONCRETE SLAB M
F. FLOOR CONCRETE SLAB
16" 4' (2) # 5 MINIMUM CONTINUOUS,
3" COVER MIMIMUM,
F6 EXTERIOR STEP
SCALE: 1/2" = V-0"
CONCRETE FOUNDATION NOTES
1) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR
SIZES & STEEL REQUIREMENTS. ,
2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"
SUBGRADE PREPERATION NOTES
1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN
MATERIAL REMOVED.
2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN
SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB;
3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND k*THODS DETERMINED BY THE RESPONSIBLE
CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOIL B_TESTING FIRM SHALL BE REQUIRED TO INSURE
PRESCRIBED SOIL DENSITIES ARE ACHIEVED.
4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE
VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD
HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITYAS DETERMINED BY MODIFIED PROCTOR
METHOD FOR THE EXISTING SOILS.. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH
ASTM D-2922, AT FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING
SOIL DENSITY, PRIOR TO PLACING CONCRETE.
5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY
EQUAL TO 95"A OF THE MAXIMUM DRY UNIT DENSITY OF THE FILLAS DETERMINED BY MODIFIED PROCTOR METHOD IN
ACCORDANCE WITH ASTM D-1557.
6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS
OF 6 MILLS, INSTALLED WITH LAPPE4JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY
POLYETHYLENE ADHESIVE TAPE.
PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318.
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
8" X B" X 16" CONCRETE BLOCK (MASONRY)
ALL CELLS FILLED WITH (3000 PSI) CONCRETE
FINISH GRADE ( "SEE ELEVATION PLAN")
(2500 PSI) CONCRETE SPREAD FOOTING
(2) # 5 BARS CONTINUOUS
TYPICAL STEM WALL FOOTING DETAIL
SCALE: 1/2" = V-0"
REVISION
- REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST:
PORT ST. LUCIE FL 34984
PHONE: (772) 785-9888'.
FAX: (772) 785-9933
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FOUNDATION
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
5
OF
OF 10 SHEETS
BEDROOM 8]
A1. 107C@M1M.
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NO SCALE
EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA:
Ventilation rate.
Ventilation systems shall be designed to have the capacity to exhaust the minimum air
flow rate determined in accordance with Table M
TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS
AREA TO BE VENTILATED
VENTILATION RATES
Kitchens100 cfm intermittent or
Kitchens
25 cfm continuous
Mechanical exhaust capacity of
Bathrooms —Toilet Rooms
50 cfm intermittent or 20 Cfm
continuous
For SI: 1 cubic foot per minute = 0.4719 L/s.
NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS.
NOTES:
1. MUST HAVE 4" CLEARANCE AROUND AHU.
2. ALL SUPPLY AIR DUCTWORK MUST BE ROUTED
AT MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS.
3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11
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AIR HANDLER UNITS IN ATTICS
ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED
PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY
SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN
6 FEET (1829MM) IN LENGTH MEASURED ALOOG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING
TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES
(610MM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM)
WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE.
EXCEPTION:
THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF
BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING.
ELECTRICAL REQUIREMENTS:
A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY SWITCH LOCATED AT THE PASSAGEWAY
OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN
ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING.
AIR HANDLING UNITS
AIR HANDLING UNITS SHALL BEALLOWED INATTICS IF THE FOLLOWING ONDITION ARE MET
1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS.
2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION
DRAIN IS NOT WORKING PROPERLY.
3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER.
4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER
THAT THE AIR HANDLER IS LOCATED IN THE ATTIC.
SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16 POINT TYPE. WITH THE TITLEAND FIRST PARR GRAPH IN SOLD,
NOTICE TO OWNER:
A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC .
FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM.
YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING
SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING:
1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY.
2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING.
TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION
OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING
ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION
2" VTR
2„ VTR
J L 2"
TUB
2„
WC
LAV
GO•
PLUMBING RISER
NO SCALE
2" VTR
JL
V"
2"
1-1/2"AUTO VENT 2" LAV
n
AIR 3" VTR
GAP J L
11illi TUB WC
DW _3„
KS
2"
3" 1 Y WASHER
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-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 WITHA 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 2017 ENERGY CONSERVATION.
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. SILTMORE ST.
PORT ST. LUCIE, FL 34984
PHONE : (772) 785-9888
FAX : (772) 785-9933
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SHEET
HVAC PLAN
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
7
OF
OF 10 SHEETS
rI
TRUSS PLAN
SCALE: 1/4" = V-0"
HATCH LEGEND
8'-1"A.F.F
TRUSS END DETAIL.
PLUMB7:f
HE
4-3
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
ADDITIONAL TRUSS CONNECTOR OPTIONS
1O 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.
1O VALLEY TRUSSES MAY BEATTACHED 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.
2O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" ,,"!N. EMBEDMENT FOR ANCHOR BOLTS (A.B.)
O (1) HDU4 WITH (10) SDS 1/4"X 2-1/2" & (1) 5/8"A.B. 0 MAY BE USED IN LIEU OF
CONNECTOR AS SPECIFIED.
TRUSS CONNECTOR SCHEDULE
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., 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: PORT ST PROPERTIES
OWNER: KENNY JONES RESIDENCE
TRUSS MFGR: BUILDERS FIRST SOURCE
LAYOUT DATE: 9/26/2018
CUT -SHEET DATE: 9/26/2018
TRUSS
ID
I
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT DESIGN
FASTENERS
NOTES
B1
1ST & 3RD
1499
(1) HETA 20
1810
(8) 16d
B1
2ND
2700
(1) MGT
3965
(22) 1Od & (1) 5/8"A.B.
O
SEE GABLE END DETAIL
B5
CONT.
250 PLF
O HETA 20
1810
(9) 10d X 1-1/2°
1 STRAP AT EACH END AND 48" O.C.
VALLEYS
CONT.
100#PLF
( ) MTS 16
1000
(14) 10d,X 1-1/2"
1 STRAPAT EACH END AND 24" O.C.
ALL OTHERS AT.
CBS BEARING
LESS THAN 1800 #
EACH
<1800#
1 HETA 20
( )
1810
(9) 10dX 1-1/2"
AT CBS BEARING
ALL OTHERS
AT FRAME BEARING
LESS THAN 1000 #
EACH
<1000 #
(1) MTS 16
1000 (14) 10d X 1-1/2"
AT FRAME BEARING
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST
PORT ST. LUCIE, FL 34984
PHONE.; (772) 785-9888
FAX: (772) 785-9933
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TRUSS PLAN
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
8
OF
OF 10 SHEETS
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HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL)
1/2" X 5-1/2" REDHEADS w/ 2" DIA.. X 1/W WASHER
(TYPICAL)
2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL)
O
CV
GARAGE FINISH FLOOR
co
GARAGE DOOR JAMB ATTACHMENT TO CBS WALL
(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)
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.C.
OR 1-1/2" X 3-5/8" METAL STUDS
1/2" DRYWALL BOTH SIDES
(TYPICAL ALL WALLS INCLUDINO GARAGE)
2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL
RUNNER w/ TAPCONS OR CUT MAILS @
2'-0" O.C. (10d NAILS FOR WOOD FLOOR)
/:/—EXISTING FLOOR
TYPICAL INTERIOR NON -BEARING WALL. DETAIL
NO SCALE
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(
!SAVE � q
X
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. COVERED BY 19/32"
4 PLY CDX PLYWOOD
(SEE NAILING DETAIL)
SIMPSON STRAP PER SCH. -
CONT GALV. MTL DRIP
OVER (PT) 1 X 2-
2" X 6" PRE -PRIMED
SPRUCE FASCIA -
VENTED
STUCCO SOFFIT -
(SEE 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 -
SEE FOUNDATION PLAN)
l FOR SIZE & SPACING )
FOOTING F-1
12
6
EXTERIOR CEILING TO BE
STUCCO OVER WIRELATH
w/ 11GA. 2" NAILS W/ 3/8" DIA.
8" X 8" X 16" BEAM BLK. HEAD @ 6" O.C. OVER
W/ (1) # 5 BAR IN 3000 PSI 318" METAL RIB LATH @ 6"
CONCRETE FILLED CELL O.C. W/ (2 LAYERS OF 15 #
FELT OVER EACH
8"PRECAST LINTELS FRAMING MEMBER)
W/ (1) # 5 BAR FILLED
W/ 3000 PSI CONCRETE
TEXTURED STUCCO FINISH
8" X 16" CONCRETE BLOCKCOLUMN
CONCRETE SLAB
PER FOUNDATION PLAN
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a
ENTRY POST SECTION
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
NO SCALE
I
(TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET
ROOF SHEATHING ATTACHMENT REQUIREMENTS
ZONE �) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE (2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE ( 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
8"
W DIA. PIPE
C/L '
PLATE t1-V2„
NO SCALE (TYPICAL)
(3) 16d NAILS (TYPICAL)
CEILING PER PLAN
2"X4" SPRUCE OR BETTER LATERAL BRACE
@ & 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
'DULE 40 STEEL PIPE
I (3000psi) CONCRETE
D TO PLATE WITH 3/8" FILLET
ROUND CONTINOUS
THICK STEEL PLATE WITH
14" MIN. EMBEDMENT WEDGE ANCHOR
VEHICLE BARRIER FOR APPLIANCE PROTECTION
NO SCALE
y
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.
PERIMETER AND FIELD.
GABLE END TRUSS
16d COMMON NAILS @ 12" O.C.
STRAP GABLE END TRUSS WITH "SIMPSON"
HETA20AT48" O.C. WITH (9) 10dX 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.
1
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
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SHEET
DETAILS
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
9
OF
OF 1 ® SHEETS
m
STUCCO CEMENT FINISH
�i
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE# I)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 4
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
S
FILLED CELL AT JAMB BLOCK
(TYPICAL)
7i4
V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
NOTE: y
WINDOW FRAME SHOULD BE COMPLETELY
SEATED ON THE BUCK, IN NO INSTANCE SHALL
THE FRAME OVERHANG THE BUCK
WINDOW HEADER AND
NO SCALE
NOTE
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/ MIN. 1-114" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
SEE WATER PROOFING NOTE # 6
4 10„
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
NAILS AT 12" O.C. MAX,
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
3/4" NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
/8' 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 SEALANTCAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
SL
NO S
FILLED CELL AT 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 @ 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
'.X 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)
EXTERI
NOTE:
R BUCK DETAIL
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/ MIN. 1-114" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3.
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
NOTE:
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
2" X R 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/ 3116" TAPCONS
1-114" MIN. EMB. 4 /12" O.C. W/# 10 SCREWS, PER
PRODUCTAPPROVAL
WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA /AMA 200-9.
CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
1/2" DRYWALL
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.
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND 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 TH
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 SILL.AS 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 SEALAROUND THE ENTIRE PERIMETER.
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST. LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
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CD
IRT
SHEET
DETAILS
MODEL
BIMINI
DRAWN
BILL SCHROEDER
DATE
DECEMBER 10, 2018
SCALE
AS NOTED
SHEET NO.
10
OF
OF 10 SHEETS