HomeMy WebLinkAboutBUILDING SITE PLANSPLANS AND ENGINEERING BY onIN
FDOR in ZST. Lucie County
Environmental Health PAUL WELCH INC.
Site Plan Approved for Construction �
Supersedes All Previous Site Plans for - -
rDS#S6-SF 9 60 & Well # 1984 SW BILTMORE STREET �- 114
B: IZ ' P RT SAINT LUCIE, FLORIDA 34984
'ie r:
: (772) 785-9888 FAX: (772) 785-9933
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: CAYMAN SPEC OCCUPANCYTYPE: R
STREETADDRESS : 5714 SUNSET BLVD., 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 BEBN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFYTHAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIuNS.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1. FLORIDA BUILDING CODE: 2017 EDITION WITH: 2014 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 20NE WIDTH : 5 -
+/- 11.5' 6112 PARAPET: NIA FT.
5. MEAN ROOF HEIGHT: ROOF PITCH
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT Q 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 -53.5 -79.1 -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 : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING, NIA PILE / CONCENTRATED
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT)
9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE EXPLAIN WHY NOT)
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS 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: PAUL WELCH, P.E. CERT. # & CO. CERT AUTH. 29945/ 5115
DESIGN FIRM : PAUL WELCH, INC. DATE
ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE , FL 34953
i2ECEIVED
jUN 2 9 2019
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES, INC.
WRITTEN DIMENSIONS TAKE PRECEDENCE
OVER SCALED DIMENSIONS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS.
FPL SERVICE CONFIRMATION
GARAGE LEFT
LEFT FRONT POWER POLE LOCATION
DATE
VICINITY MAP
CONSTRUCTION BY111
PORT ST LUCIE PROPERTIES
2401 SW MONTEREY LANE,
PORT ST LUCIE, FLORIDA, 34953
MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089
WWW.PSLPROPERTIL SINC.COM
ADDRESS IDENTIFICATION
BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION
SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING
THE PROPERTY, ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITII THEIR BACKGROUND.
ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE
SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mrn) IN HEIGHT WITH STROKE
WIDTH OF NOT LESS THAN 0.51NCH (12.7mm). WHERE REQUIRED BY THE FIRE CCDE OFFICIAL, ADDRESS
IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS 10 FACILITATE EMERGENCY
RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDINGi ADDRESS CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
CONTENTS
A100 - COVER SHEET
A101 -PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL
A102-PROPOSED ELEVATIONS
A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND.
A104 - PROPOSED FOUNDATION PLAN
Al05 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE
A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER.
A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE
A108 - PROPOSED CONSTRUCTION DETAILS
PORCH COLUMN DETAIL
INTERIOR NON -BEARING WALL DETAIL
BLOCKTRANSITION DETAIL
GARAGE DOOR ATTACHMENT DETAIL
ROOF SHEATHING NAILING ZONE DETAIL
INTERIOR STEP DOWN BEARING WALL DET4 P.
Al09 - PROPOSED CONSTRUCTION DETAILS
FENESTRATION DETAILS
ST LUCIE COUNTY, FLORIDA
PLANNING & DEVELOPMENT SERVICES DEPAR'TMEK III
BUILDING & REGULATIONS DIVISION
PRODUCT REVIEW AFFIDAVIT
BUILDING PERMIT NUMBER:
OWNERS NAME : CAYMAN SPEC
APPLICANT'
PRODUCT
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODEL NUMBER
PROE)UCT
APPROVAI .NUMBER
GLASS TYPE
METHOD OF ATTACHMENT
WINDOWS
SEE ELEVATIONS
+ / - 55.0
MI WINDOWS & DOORS
185 SH
FL # 17499.1
IMPACT
ins" x 1-1/4" MIN. EMBED TAPcorls
AT2"/11"O.C.
WINDOWS
N/A
N/A
N/A
N/A
N/A
N/A
MULLIONS
N/A
N/A
N/A
N/A
N/A
N/A
NO
BLOCK GLASS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
i�VA
NIA
SKYLIGHTS
N/A
N/A
N/A
N/A
N/A
SLIDING GLASS DOORS
SEE ELEVATIONS
+ / _ SO'0
MI WINDOWS & DOORS
120 / 130 / 140
FL # 2Fd01.3
IMPACT
(2 ROWS) 3!16")-, i 1/4" MIN. EMBED.
TAPCONS r.i / 16" O.C.
SWING TYPE DOORS
SEE ELEVATIONS
+ 49.2I - 50.0
THERMA-TRU
SMOOTH STAR
FL # 7640.2
N/A
N/A
1/4" X 1-1I4" ' MBED TAPCONS
AT 6"!11313.i5' O.C.
1/4" X 1-1/4" MIN. FMBED TAPCONS
AT 6" i::75"O.C.
FRENCH DOORS
N/A
N/A
N/A
GARAGE DOORS
SEE ELEVATIONS
+ / - 37.0
CLOPAY
29W6-10
FL # 5678.29
N/A
5/16" X 1 5/6 MIN. EMBED LAG SCREWS
ONE PER isRACKET
HURRICANE PROTECTION
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ROOF VENTILATION N/A N/A N/A N/A N/A N/A N,A
ROOFING MATERIALS
VULT = 160
VULT = 194
OWENS CORNING
3 TAB
FL # 10674.1
N/A
FASTENERS FOR ASPHALT SHJ 'IFS SFG.LL SE GALVANIZED STEEL,
STAINLESS STEEL, ALUMINUA ^ � COPPEF ROOFING NAILS, MINIMUM
12 GAUGE (0.105 INCH (3MM) cF:ANK WITH A MINIMUM 3/8 INCH (10 MM)
DIAMETER HEAD, ASTM F 1667,OFA LENGTH TO PENETRATE THROUGH
THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO
THE ROOFSHEATHING. WI IERF , I IE ROOF SHEATHING IS LESS THAN 3/4
INCH (19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE
SHEATHING FASTENERS SHALL COMPLY WITHASTM F 1667
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: PAUL WELCH, P.E. SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945
_PROJECT REVISIONS TITLE
PROPOSED NEW RESIDENCE FOR: COVER SHEET
CAYMAN SPEC A100
JOB NO. DATE 09.20.18
5714 SUNSET BLVD., ;
FORT PIERCE, FL 34982
MODEL SCALE AS NOTED DRAWN CHECKED
CAYMAN BILL SCHROEDER
ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
SEP -1 -2018 EMAIL: PWELCHINC@AOL.COM
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 FRC 301.
ADDITIONAL NOTES
1) INTERIOR TO BEY;' 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 %" 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 1278 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN 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, 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 Yd'SUSPENDED SLABS: 1 %"
6) LAP ALL REINFORCING STEEL 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 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 1 Od 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 EXCEPT RECESSED LINTELS SHALL HAVE 8" 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 19/32"
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 PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
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 TO A 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 LIMIT AIR 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 FTAND 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 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 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 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 1O' OFALL BEDROOMS. SCANNED
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 'BY
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. St Lucia COur
PORT ST LUCIE PROPERTIES
2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA 34953 a
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IOCCUPIED CUBIC FOOTAGE = 11008
CALCULATE ATTIC VENTILATION
CEILING = 2020 SQUARE FEET
2020 / 300 = 6.7333 REQUIRED VENTILATION
192.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ. FT. 12
= 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OK
PROVIDE 6"X 22" SOFFIT VENTS (a2 48" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 %" OF REQUIRED VENTING AS PER FRC 806,2 EX #2
6.733 X 40%" = 2,693 SQ. FT OF RIDGE VENT
6.733 X 50% = 3.367 SQ. FT. OF RIDGE VENT
RIDGE VENT
18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT
PROVIDE 18 LF OF RIDGE VENT
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DIMENSIONAL ROOF SHINGLES
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STUCCO FINISH -
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
VERTICAL DOWELS
W/ 30" LAP SPLICE
FROM FOOTER
SEE FOUNDATION PLAN
FOR SIZE & SPACING /
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R-30 TYPICAL CEILING INSULATION
- — - — - — - — - —
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(TYPICAL)
8" X 8" X 16" BEAM BLK.
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W/ 6 X 6 10/10 WWM OR FIBERMESH
- — - — - — - — - — —
TYPICAL WALL SECTION
(CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION)
NO SCALE
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PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION �
A SINGLE FAMILY RESIDENC
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X38'-0"
AREA TABULATIONS
LIVING AREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFY ALL DIMENSIONS ON SITE.
SHEET INDEX
A100 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106- HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
SHEET INFORMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 1/4" = 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC._
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SEP 202018
SHEET
n
OE G GOV
cove
GO
BEARING HT. 9'4' (ENTRY)
BEARING HT. T-0"
11
OPENING I.D.
A
FINISHED FLOOR_ 000" _
BEARING HT. 8'-0"
FINISHED FLOOR 0'-0"
w
SCALE: 1/4" = V-0"
NOTE:
SAND FLOAT FINISH
ON ALL STUCCO BANDS &
RETURNS SUCHAS WINDOWS,
DOORS, GARAGE DOORS,
AND ENTRY
CALCULATE ATTIC VENTILATION
CEILING = 2020 SQUARE FEET
2020 / 300 = 6.7333 REQUIRED VENTILATION
192.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ. FT. / 2
= 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OF
PROVIDE 6"X 22" SOFFIT VENTS Cd-) 48" ON CENTER
REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC
40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2
6.733 X 40°% = 2.693 SQ. FT, OF RIDGE VENT
6.733 X 50% = 3.367 SQ. FT. OF RIDGE VENT
RIDGE VENT
18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT
PROVIDE 18 LF OF RIDGE VENT
F041 LEFT SIDE ELEVATION
SCALE: 1/4" = l'-0"
6"STUCCO
BANDS
STUCCO BASE
lk
1-
18 LF RIDGEVENT
OPENING I.D.
B
4I
18' L.F.
TEXTURED
STUCCO FINISH
(TYPICAL)
W STUCCO
BANDS-
gmm
OPENING I.D.
C
A
31
12" X 12"
CMU COLUMN
BEARING HT. 8'-0"
FINISHED FLOOR 0'-0"
no
SCALE: 1/4" = l'-O"
BEARING HT. 9'-4"
BEARING HT. 8'-0"_ _
FINISHED FLOOR 0-0"
- - - -
RIDGE HT - +/ - 1 -
- - - - - - +/-11'-6=MM.RA. ±h
y
SCALE: 1/4" = l'-O"
BEARING HT 8-0"
FINISHED FLOOR 0'-0
18 LF RIDGEVENT
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
O
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
°
OPENING AREA
INTERIOR ZONE
zi� END ZONE
(NOTE #1)
IN SQUARE FEET
POSITIVE
-
NEGATIVE
POSITIVE
NEGATIVE
0 TO 10
+33.6 PSF
- 36.4 PSF
+33.6 PSF
-44.9 PSF
�2
10 TO 15
+33.5 PSF
- 36.3 PSF
+33.5 PSF
-44.8 PSF
A
15 TO 20
+33.4 PSF
- 36.2 PSF
+33.4 PSF
-44.6 PSF
ZL
20 TO 25
+33.3 PSF
- 36.1 PSF
+33.3 PSF
-44.4 PSF
A
25 TO 30
+33.2 PSF
- 36.1 PSF
+33.2 PSF
-44.2 PSF
Zs
30 TO 35
+33.1 PSF
- 36.0 PSF
+33.1 PSF
-44.1 PSF
0
35 TO 40
+33.0 PSF
- 35.9 PSF
+33.0 PSF
-43.9 PSF
Ze
40 TO 45
+32.9 PSF
- 35.8 PSF
+32.9 PSF
-43.7 PSF
Q
45 TO 50
+32.9 PSF
- 35.7 PSF
+32.9 PSF
-43.5 PSF
10
100 +
+32.0 PSF
- 34.8 PSF
+32.0 PSF
41.8 PSF
11
GARAGE DOOR:
16' X T = + 28.2 / - 31.5
1. DESIGN PRESSURES PERASCE 7-10
ui
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BEARING HT.
FINISHED FLOOR 0'-2
BEARING HT 8W
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PROPOSED
NEW CONSTRUCTION
P
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X38'-O"
AREA TABULATIONS
LIVING AREA 1376.0
SQ. FT.
GARAGE 420.0
SQ. FT.
ENTRY 96.0
SQ. FT.
BACK PORCH 128.0
SQ. FT.
TOTAL FOOTPRINT 2020.0
SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIM ENSIONS,CONTRACTOR SHALL
VERIFYALL DIMENSIONS ON SITE.
SHEET INDEX -71
Al00 - COVER SHEET
Al01 - FLOOR PLAN
A102 ELEVATIONS
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
SHEET`INF0RMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114"= 1'-0"
REVISIONS
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX : (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SEP202018
SHEET 777-71
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— — — — — — — — — — — — — — — — — — — — — —
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SWITCH
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DIMMER SWITCH
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DOOR CHIMES
GARAGE DOOR OPENER
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RECESSED LIGHT
TV OUTLET
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FLOOD LIGHT
FLOOR OUTLET
GU
E. FAN LIGHT
SCONCE PREWIRE
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
1376 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING)
3699 VA
2
(2) 20AMPAPPLIANCE 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:
38899 VA
FIRST 10 KW @ 100%
REMAINDER Cal 40%
TOTAL:
A/C HEAT @ 100%
TOTAL:
31559.6 = 131.5 AMPS USE 150 AMP SERVICE.
240
10000
11559.6
21559.6
10000
31559.6 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 OR AMINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING. FIXTURES
SHALE 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 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.
(3) # 4/0 ALUM IN 2"
C
ELECT. SERVICE
„EP„
150
120/240V
2
M 1m
0
MBR 150A
„EP"
MLO
tzo/z&ov
O150
M Z j
1 to
MBR
150A
MLO
(3) 4/0 # 4, 2" C
ALUM
# 4 CU GROUND TIED
# 4 CU GROUND TIED
TO BUILDING STEEL,
TO BUILDING STEEL,
CWP AND DRIVEN
CWP AND DRIVEN
GROUND ROUND
GROUND ROUND
(3) 4/0 # 4, 2" C
ALUM
NOTE :USE ALL COPPER WIRE
ELECTRICAL RISER / DIST. / OPTION "A"
NOTE! USE ALL COPPER WIRE
NO SCALE
BUG SERVICE BY FPL
(3) - # 4/0 ALUM IN 2" C
ELECTRICAL RISER / DIST. / OPTION "B"
NO SCALE
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PROJECT
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION ;
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X38'-0"
AREA TABULATIONS
LIVING AREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 126.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC..
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL '
VERIFYALL DIMENSIONS ON SITE.
SHEET INDEX
s
i
Al00 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
A103 - ELECTRICAL PLAN I
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
I
SHEET INFORMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114" = 1'-0"
REVISIONS
ENGINEER,OF RECORD
PAUL WELCH INC.
PAUL WELCH RE. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
�"FP 9
SHEET
1
58'-0„
16" X 16" X 8" 4" THICK (2500 PSI) CONCRETE SLAB
BLOCK COLUMN w/ FIBERMESH OR 6"/ 6" 70/10 WWM.
wl 3 # 5 BARS VERT. OVER VAPOR BARRIER ON CLEAN
O COMPACTED CHEMICALLY TREATED FILL
18'-0„ 16'-0"
■ � ■ ae
■ I■
RECESS SLAB 3-1/2"
BELOW FINISH FLOOR �a
3 10 4'-1" 4'-1" 3'-11" 6'-10" V% 4W" 2'-B" T-10"
6'-4" _
0
HOSE BIBB
a�
5'-0%z" FTG 0 nu g F 1
3112 STEP t
CO
RECESS I OR S.G.D.
7 i A REF.. DW LWC
THICKENED O 3�
EDGES
w .... -- ■ .ya , FTG
LU VTR
IY
UU TILED SHOWER ® -
K io (RECESS 3-1/2") 4"THICK (2500 PSI)CONCRETE SLAG. - ��-----------'
w/ FIBERMESH OR 6"/ 6" 10/10 WWM 1 ,
L —"- OVER VAPOR BARRIER ONCLEAN TREATED
' RVER
L? COMPACTED CHEMICALLY TREATED FILL '. " wnsNER LocAnoN
LL . , LOCFTION
------
LU
o F_1 l
w FTG , ((} 19,_8%
aoa 16 9'%" T-111/2" TOP OF SLAB 22'-2%" CIL SINK
LU N LL m 24'-11%"
QW c u. ri NON BRG WALL ° C/L REF:. 18'-2'/e"
coW r --- -- -.;' _ `i ,R'CIL 3-1/2" WALL
a� _ --- --- ---- -9/
X S AHU LOCATED IN ATTIC (� ] L . 0�, ' ' ■
WHw/DRIP PAN WH ('j
w/ DRIP PAN & DRAIN LINE
&DRAIN LINE m O — 3-1/2" STEP � F 2 �Q\P� LAV
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III I
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■ MAIN EGRESS DOOR
15'-10Ye" T-11'/a" z oo RECESS SLAB 3-1/2"
FPL METER ClL5-ill" WALL
- BELOW FINISH FLOOR r, ,
oTUB/SHOWER —
UTILITY PAD O w " -
v
A/C COND./ ■ ■ ■ ■ ■ ■+ .: ■ ■ n;, . ■
... ___. .... ., . _ ....... .. , 3-1/2'STEP U
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4m Ijpi�• F_3 CURB HEIGHT VA�{ES FTG o o Z F O w ! m
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Ol
w/ FIBERMESH OR 6"/ 6" 10/10 WWM _
Uj °w OVER VAPOR BARRIER ON CLEAN r❑
12" X 12" CMU
COMPACTED CHEMICALLY TREATED FILL - Of wl (z) q s eARs
c) in (9 LOCATIONS)
o
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■ ■ ■, �;�! i ��.,% �;/SLOPE 1' r, 'p,M ■ ■
— RECESS O.H.G.D.-
FOUNDATION PLAN
SCALE : 1/4" = V-0"
1.) ALL DOWELS AND VEF4TICAL BARS ARE # 5
44" 2.) #5 DOWELS
101,
3.) ATTACH DOWELS TO FOOTING
STEEL
4.) VERTICAL BARS TO EXTEND TO
TOP STEEL AND HAVE HOOKS
EQUAL TO DOWEL HOOKS.
5.) FILL CELLS AT VERTICAL DOWELS.
6.) GROUT TO BE 3000 PSI AND
REBAR TO BE GRADE 60.
4'-4" 1'-4" 5'-2Ye' 2'-2%a' 5' 4" 1'-4" 4'-5" 4'-8"
WHERE SHOWN 0 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.
z
#5 REBAR
O
M 4nCONCRETE SLAB
F. FLOOR
FINISH GRADE — — —
Ilk
16" " (2) # 5 MINIMUM CONTINUOUS,
N 3" COVER MIMIMUM.
F1 BEARING FOOTING
SCALE: 1/2" = V-0"
LU
IY
FINISH FLOOR WCONCRETLAB i
N
C 0 004
EO
(2) # 5 REBARCONTINUOUS16
"' F2 INTERIOR STEP FTG. (NON-BRG.)
SCALE: 112" = 1'-0"
v
� #5 REBAR
I 7-5/8" CURB
N Zcc
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411 CONCRETE SLAB
FINISH GRADE °L�illillilli
) eh
p N Y
04
[n
16" (2) # 5 MINIMUM CONTINUOUS,
3" COVER MIMIMUM.
4„
LID N CURB SECTION
F3 SCALE: 1/2" = V-0"
Z
#5 REBAR
-N
co\ CONCRETE SLAB
M
CONCRETE SLAB LLFFOOR
(o
J&
16° 3" COVER MIMIMUM.
4' (2) # 5 MINIMUM CONTINUOUS,
F6 EXTERIOR STEP
SCALE: 112" = 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 PREPERATI.ON 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 METHODS DETERMINED BY THE RESPONSIBLE
CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS 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 DENSITY AS 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 AMINIMUM DENSITY
EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN
ACCORDANCE WITH ASTM D-1557.
6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS
OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY
POLYETHYLENE ADHESIVE TAPE.
PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES INACCORDANCE WITH FBC R318.
W
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PROJECT j
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION'I
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X 38'-0"
AREATABULATIONS
LIVINGAREA 1376.0 SQ. FT.
GARAGE 420.0 SQ, FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFYALL DIMENSIONS ON SITE.
SHEETINDEX
A100 - COVER SHEET
Al01 - FLOOR PLAN
A102 - ELEVATIONS
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 DETAILS
SHEET INFORMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114" = 1'-O"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
-FP 202018
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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
Kitchensl00 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
ATA 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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H'A"FIAT I UNG
GENEPAL NOTES
R tlir, E,csl of any Nnoulwdq-, lhe5v plans
and specs du comply vilh oil applicable
II A, 2017 Florida. Dulldiaq
Lodr"Mechonicol,
Energy rulculah5ns dale usny Energy
Rouge RoRoc201D fyght ..JS
Py d—J® is the hulunmled version of d,s
Ph Aurtrn of the ADOA MMdivrdl J. Rrght—JIlt
coi r,LAes the sireo of heriffrO and cooing
dr ins bode and h thus reed fur ei;ing
rasidanfiul AAC equipment
Ldcl Design done using Right-00
light—IM is the tllirrp Nmput Et version of
the seoond PdafiD11 of the ACCA Manual D for
Ps idebad duct dueigh.
These plan, supI and veld all previous
aFcand. np.cihcotcrie
gns 0
Duof
h.:grille orations may diflo9p due to
ortrI request or strugtuul limitalluns.
ALL CFM'S ARE APPROXIMATE ACIUAL CFM
VARIES LIPOh CIAP,Etdf STATIC FRUtURE OF
AI SYSIEN
LUUIPMEN.I._ SCHEDULE
C'CN[)1hF,EP, ,SXIODJh FRANKLIN'
NAN FUSE 30 M.C.A. &.7 VOJ-23D
AIR. HANDLER.- A5P147DI4A
Nt MNAL CYM-1201) HCA.-7.1 VOtF-2}0
NOTOP ,PEED- TAP 3
HFAF IDIMI M,C.A 54 MAX FI;SF.- 60.
TOIAL 8TU- 35,01)0
SEER PA'MIR- 15
AHRI REF#- 6242079
FHERM05FAI- HONEn4ELL '6
REF LNES 3/4 / 3/8.
DETAIL COMPLLS WITH FBC Iv ECH 301.1
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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.
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 3/4" 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,
6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION.
TUB
PLUMBING RISER
NO SCALE
PO
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 ALONG 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 IN ATTICS IF THE FOLLOWING OWING CONDITIONS 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 TITLE AND FIRST PARAGRAPH IN BOLD
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 /S RECOMMENDED THAT YOU ENSURE PROPER WORKING
ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION
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PROJECT'
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION
A SINGLE FAMILY RESIDENCE
q„ MODEL CAYMAN
TOSS GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 150-B
PLAN DIMENSIONS 58'-0"X38'-0"
AREA TABULATIONS
LIVING AREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ, FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFYALL DIMENSIONS ON SITE.
SHEELINDEX
A100 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
A103- ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106- HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
SHEET INFORMATION 771
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114"= 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX : (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SEP 2 0 tots
SHEET
TRUSS LAYOUT
SCALE: 1/4" = V-0
NOTE : ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" 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.
HATCH LEGEND
9'-4" A. F. F
/ 8'-0" A.F. F
TRUSS END DETAIL
PLUM[I CUT OVERHANG
4-3/16"
HEEL HEIGHT
NOTE:
FOR MISSED TRUSS CONNECTORS AT
BLOCK WALLS WITH 1175 # UPL€FT 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
TRUSS CONNECTOR SCHEDULE
CONTRACTOR: PORT ST PROPERTIES
OWNER: CAYMAN SPEC
TRUSS NOTES:
TRUSS MFGR: BUILDERS FIRST SOURCE 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY 'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE
INSTALLING TRUSSES.
LAYOUT DATE: 1 / 15 / 2018 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
CUT -SHEET DATE: 7 / 15 / 2018 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
TRUSS
ID
BEARING
POINT
TRUSS ACTUAL
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT DESIGN
FASTENERS
NOTES
D01
1ST
1926
(2) HETA20
2500
(12) 16d
VALLEYS
CONT.
100 # PLF
O MTS 16
1000
(14) 10d X 1-1/2"
1 STRAP AT EACH END AND 24" O.C.
ALL OTHERS
AT CBS
BEARING
EACH
<1800 #
(1) HETA 20
1810
(9) 1Od X 1-1/2"
AT CBS BEARING
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PROJECT
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
[PLAN INFORMATION
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X38'-0"
AREA TABULATIONS
LIVING AREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFYALL DIMENSIONS ON SITE.
SHEETINDEX
Al00 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
A103 ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109 - DETAILS
SHEET INFORMATION
DATE SEPTEMBER20,2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114"= 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
9
SHEET
1/16" X 3" TAPCONS @ 12" O.C. (TYPICAL)
-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 T-O" & 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)
flATT 1A I(�I II /.TIll�.l
TRUSS BOTTOM CHORD
1/2" DRYWALL CEILING
2" X 4" TOP PLATE OR 1-1/2" X 3-5/8"
METAL RUNNER
2" X 4" WOOD FRAMING @ 24" O.C.
OR 1-1/2" X 3-5/8" METAL STUDS
1/2" DRYWALL BOTH SIDES
(TYPICAL ALL WALLS INCLUDING GARAGE)
NO SCALE
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
A"
0
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" RS SPRUCE FASCIA
SOFFIT PER DETAIL
TEXTURED STUCCO FINISH
VERTICAL REBAR TIED TO DOWEL
& RUNNING INTO BEAM BLOCK
IN 3000 PSI CONC.
(3) # 5 VERTICAL DOWELS
w/ 30" LAP SPLICE
FROM FOOTER
CSEE FOUNDATION PLAN 1
FOR SIZE & SPACING J
t�
PLATE "���,-12r
NO SCALE (TOPICAL)
FOOTING F-1
12
6
8" PRECAST LINTELS
W/ (1) # 5 BAR FILLED
W/ 3000 PSI CONCRETE
TEXTURED STUCCO FINISH
EXTERIOR CEILING TO BE
STUCCO OVER WIRELATH
W/ 11GA. 2" NAILS w/ 3/8" DIA.
HEAD @ 6" O.C. OVER
3/8" METAL RIB LATH @ 6"
O.C. w/ (2 LAYERS OF 15 #
FELT OVER EACH
FRAMING MEMBER)
6" X 16" X 8" CONCRETE BLOCK COLUMN
CONCRETE SLAB
PER FOUNDATION PLAN
PORCH POST DETAIL
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
NO SCALE
3" DIA. SCHEDULE 40 STEEL PIPE
z FILLED VVI iH (3000psi) CONCRETE
al IIIIIIIIII
CONCRETE FLOOR
PIPE WELDED TO PLATE WITH 3/8" FILLET
WELD ALL AROUND CONTINOUS
8" X 8" X 3/8" THICK STEEL PLATE WITH
(4) 5/8" X 2-3/4" MIN. EMBEDMENT WEDGE ANCHOR
3" DIA. PIPE
8'
VEHICLE BARRIER FOR APPLIANCE PROTECTION
NO SCALE
(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 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
2XPT
BLOCKING
@ COLUMN
9'-4" FROM
FINISHED FLOOR
EXTERIOR CEILING TO BE
STUCCO OVER WIRELATH
w/ 11 GA. 2" NAILS w/ 3/8" DIA.
HEAD @ 6" O.C. OVER
3/8" METAL RIB LATH @ 6"
O.C.w/(2LAYERS OF15#�
FELT OVER EACH
FRAMING MEMBER)
STUCCO FIN
PRE-ENGINEERED WOOD TRUSSES
SIMPSON STRAP PER SCH.
\ ' SOFFIT PER DETAIL
8" BEAM BLOCK
W/ (1) # 5 BAR IN 3000 PSI
CONCRETE FILLED CELL.
8" PRECAST LINTELS
W/ (1) # 5 BAR FOR
OPENINGS & FILLED
W/ 3000 PSI CONCRETE
12" X 12" BLOCK COLUMN
w/ (2) # 5 BARS IN (3000 PSI)
CONC. FILLED CELLS.
STUCCO FINISH
# 5 DOWEL w/ 30"
MIN. LAP SPLICE
VERTICAL DOWELS
FROM FOOTER
# 5 BAR VERT. IN (3000 PSI) CONC.
FILLED CELL.
(LOCATIONS PER FOUNDATION PLAN)
FOOTING PER PLAN
r. I.
I;
I „
r[
I
12"
X 12"
PORCH COLUMN DE
TAIL L No SCALE
NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION
2" X 4" SPRUCE OR BETTER LATERAL BRACE AT CENTER
FASTENED TO VALLEY TRUSS AND TWO TRUSSES BACK
WITH (2) 16d NAILS EACH
ER PLAN
TT
USS COMPANY
7=TRUSS
r F=
OR BEAM PER
TOR SCHEDULE
BOSTON HIP DETAIL
NO SCALE
ROOFING / UNDERLAYMENT / SHEATHING
PER TYPICAL WALL SECTION
SOFFIT PER PLAN
2" X 4" LADDER FRAMING AT 12 INCHES O.C.
ALUMINUM DRIP EDGE OVER 1" X 2" P.T.
2" X 6" PRE -PRIMED SPRUCE FASCIA
VALLEY TRUSS BY TRUSS COMPANY ATTACHED
TO TRUSS BELOW PER TRUSS CONNECTION SCHEDULE
STUCCO /WIRELATH / VAPOR BARRIER / SHEATHING
PER STRUCTURAL NOTE # 13, SHEET-A100
METAL FLASHING
ROOFING / UNDERLAYMENT / SHEATHING
PER TYPICAL WALL SECTION
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PROJECT
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X 38'-0"
AREA TABULATIONS
LIVINGAREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. FT.
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFYALL DIMENSIONS ON SITE.
SHEETINDEX
A100 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106- HVAC PLAN
A107 - TRUSS PLAN
A108"- DETAILS
A109 - DETAILS
SHEETgNFORMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114"= 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX : (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SHEET r
CMU WA
(SEE WA
CORROS
PER V
APPLY PE
BETWEE
(SEE Vv
—ILLED CELL AT JAMB BLOCK
(TYPICAL)
" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
SEE WATER PROOFING NOTE # 6
ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE # 4, AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED COIL
NAILS AT 12" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
WINDOW HEADER AND JAMBS TYPICAL BU(
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.
4-1/2 3„
314" NOTE
PRECAST CONCRETE WIND RESISTANT FLUSH
q3'/8° SILLAS 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
LIDIN
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.
S DOOR BUCK DETAIL
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
EXTERIOR DOOR BUCK DET
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..
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. 1-1W
EMBED. W FROM EDGES & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOORJAMB 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. 4/12"0.C. w/# 10SCREWS, 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 INTERIORAIR
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 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 SILL AS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED)
6, PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL 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.
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PROJECT
PROPOSED
NEW CONSTRUCTION
5714 SUNSET BLVD.
FORT PIERCE,
FLORIDA 34982
PLAN INFORMATION`
A SINGLE FAMILY RESIDENCE
MODEL CAYMAN
GARAGE SIDE LEFT
ELECTRICAL SERVICE
EXPOSURE 160-C
PLAN DIMENSIONS 58'-0"X38'-0"
AREA TABULATIONS
LIVING AREA 1376.0 SQ. FT.
GARAGE 420.0 SQ. FT.
ENTRY 96.0 SQ. FT.
BACK PORCH 128.0 SQ. F7
TOTAL FOOTPRINT 2020.0 SQ. FT.
COPYRIGHT REMAINS THE PROPERTY
OF PORT ST LUCIE PROPERTIES INC.
WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED
DIMENSIONS,CONTRACTOR SHALL
VERIFY ALL DIMENSIONS ON SITE.
SHEETINDEX
A100 - COVER SHEET
A101 - FLOOR PLAN
A102 - ELEVATIONS
7
A103 - ELECTRICAL PLAN
A104 - FOUNDATION PLAN
A105 - BLOCK PLAN
A106 - HVAC PLAN
A107 - TRUSS PLAN
A108 - DETAILS
A109`=' DETAILS'
SHEET INFORMATION
DATE SEPTEMBER 20, 2018
DRAWN BILL SCHROEDER
REVIEWED
SCALE 114"= 1'-0"
REVISIONS
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
1984 SW BILTMORE STREET
PORT SAINT LUCIE, FL 34984
PHONE: (772) 785-9888
FAX: (772) 785-9933
EMAIL: PWELCHINC@AOL.COM
SEP 2 0 201P
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SHEET
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