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FOUNDATION SCHEDULE
F-1 18" DEEP X 18" WIDE (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ 2 #5 BARS CONTINUOUS
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NOL ITHIC
- DEEP X 8 WIDE 2500 PSI CONCR
ETE
E MO
F2 8 ( )
FOOTING W/ (2)- #5 BARS CONTINUOUS (STEP FOOTING)
F-3 18" DEEP X 24" WIDE (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (3)- #5 BARS CONTINUOUS (STEP FOOTING)
F4 30" X 30" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING
WITH (4)- #5 BARS EACH WAY EVENLY SPACED
F-5 48" X 48" X 32" DEEP (2500 PSI) CONCRETE PAD FOOTING
WITH (6)- #5 BARS EACH WAY EVENLY SPACED TOP AND BOTTOM
S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
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OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL
B-1 45 BARS X 12" LONG DRILLED OUT & EPDXIED
WITH 6" MINIMUM EMBEDMENT @ 24" O.C.
ALL AREAS ADJACENT TO EXISTING FOUNDATION
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 SOIL AND 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
i
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 A
FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF
THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE.
5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE
UNIFORMLY COMPACTED TO A MINIMUM 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 A 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.
PLUMBING NOTES:
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING
2) DW V 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
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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.
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WINDOW / DOOR SCHEDULE
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DESCRIPTION
APPLIES DESIGN
PRESSURE (PSF)
--
POSITIVE
NEGATIVE
1
16'XT O H.D. EXISTING
2
36"W X 71"H S.H. WINDOW
33.5
-36.3
3
36"W X 71"H S.H. WINDOW
33.5
36.3
4
(2)- 36"W X 71"H S.H. WINDOW
33,5
36.3
S
(2)-36" X 96" FRENCH DOOR
33.4 ' !
-36.2
5A
75"W X 98"H FIXED WINDOW
33.5
-36.3
6
52" X 71" S.H. WINDOW
33,5
-36.3
7
36"W X 71"H S.H. WINDOW
33.5
-36.3
8
26"W X 37"H S.H. WINDOW
33.6
-44.9
9
34" X 80" FRENCH DOOR
33.4
-44.8
10
36"W X 71"H S.H. WINDOW
33.4
-44.8
11
36"W X 71"H S.H. WINDOW
33.4
-44.8
12
36"W X 71"H S.H. WINDOW
33.5
-36.3
13
36"W X 71"H S.H. WINDOW
33.4
-44.8
14
(2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES
33.4
-44.6
15
(2)-36" X 96" FRENCH DOOR K "
33.5
-36.3
16
(2)-36" X 96" FRENCH DOOR
33.4
-44.6
17
18"W X 71"H S.H. WINDOW
33.6
-44.9
18
52"W X 71"H S.H. WINDOW
33.4
-44.8
19
18"W X 71"H S.H. WINDOW
33.6
-44.9
20
60"W X 20"H FIXED WINDOW
33.6
-36.4
21
(2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES
33.5
-36.3
21A
72"W X36"H FIXED WINDOW
33.5
-36.3
m
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PAUL WELCH INC.
MECHANICAL* ELECTRICAL * CIVIL ENGINEERINK:
1984 S.W. BILTMORE ST. SUITE#1 14
S - PORTSAINT LUCIE, FL 34984
PHONE
EMAIL
(772) 785.9888 PWELCHINC@AOL.COM
.� PAUL WELCH P.E. FL. REG. No. 29945
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i1 ALL IAJMAWR IN CONTACT WITH CONCRETE OR MASS RY SHALL ME ARRAS AND WALL PANELS IN SHOWER
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INSULATION OF HARDWARE IS Nor Pit WALL
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PAUL VVEL.CH INM
1MECHANNGAL; " ELBCTRICAL ° CIVIL ENNf INBjEIt NO
1984 S.W. BiLTt+IORE Sr. SUITE* I 14
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AUL'WEL.CH P.E. FL.. REG. Na. 29945
ELECT CALNOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)
2014 EDITION.
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING
FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE
PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY
HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
CONDITIONED AND UNCONDITIONED SPACES.
4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF
ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING
VERIFY.
6) SMOKE DETECTORS TO, BE INTERCONNECTED SO THAT ONE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
7) 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.
8) PRROVIDE 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.
9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
BEDROOMS.
10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
12) TIE ELECTRICAL INTO EXISTING ELECTRICAL', SERVICE.
ELECTRICAL LOAD CALC'S
PER NEC
EXISTING AND NEW ADDITION
3180 S.F. @ 3 VA 9540 VA
TWO 20A APPLIANCE CKTS 3000
LAUNDRY 1500
DRYER 5000
RANGE 12000
WH 4500
DW 1200
WP TUB (OPTION) 1200
REFRIG 1200
IRR. PUMP (OPTION) 1800
SAUNA 6600
MISC 10000
TOTAL 57540 VA
FIRST 10 KW @ 100% 10000
REMAINDER Col 40% 19016
TOTAL 29016
AfC HEAT (o) 100% 12000
TOTAL 41016 VA
41016
240 = 171 AMPS
USE EXISTING 200 AMP SERVICE
PAUL WELCH INC, i
MECHANICAL * ELECTRICAL * CIVIL ENGINE@ G
- - = 1984 S.W. BILTMORE ST., SUITE# 1 14
PORT SAINT LucIE, FL 34984
PHONE EMAIL
(772) 785.9888 PWELCHINC@AOL.COM
FED? PAUL WELCH P.E. FL. REG. No.29945
AO
F
PAUL WELCH INC.
MECHANICAL * ELECTRICAL-* CIVIL ENGINEERING
1084 S.W. BiLTMORE ST. SUITE# 114 0"
woo -
PORT SAINT LUCIE, FL 34984
PHONE EMAIL
(772) 785 - 9888 PWELCHINC@AOL.COM
FEB 2 2020 PAUL WELCH P. E. FL. REG. No. 29945
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FOUNDATION SCHEDULE
C
18" DEEP X 18" WIDE (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2)- #5 BARS CONTINUOUS
F-2 8" DEEP X 8" WIDE (2500 PSI) CONCRETE MONOLITHIC _
FOOTING W/ (2)- #5 BARS CONTINUOUS (STEP FOOTING)
F-3 I$" DEEP X 24" WIDE (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (3) #5 BARS CONTINUOUS (STEP FOOTING)
F-4 30" X 30" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING
WITH (4)- #5 BARS EACH WAY EVENLY SPACED
F-5 48" X 48" X 32" DEEP (2500 PSI) CONCRETE PAD FOOTING
WITH (6)- #5 BARS EACH WAY EVENLY SPACED TOP AND BOTTOM
S-I 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 WWM OVER VAPOR. BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL
B-1 #5 BARS X IT'LONG DRILLED OUT & EPDXIED
WITH 6" MINIMUM EMBEDMENT @ 24" O.C.
ALL AREAS ADJACENT TO EXISTING FOUNDATION
CONCRETE FOUNDATI T NOTES
I)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 SOIL AND 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 1-
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 A
FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF
THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE.
5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE j
UNIFORMLY COMPACTED TO A MINIMUM 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. i
t I
6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A.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. '`
PLUMBING NOTES: `
1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING "
2) DW V 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 J I
WITHIN BLDG.
5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL
BE APPLIED TO PIPING LARGER THAN IK" 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.
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21A
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WINDOW / DOOR SCHEDULE
MARK
DESCRIPTION
APPLIES DESIGN
PRESSURE (PSF)
POSITIVE
NEGATIVE
1
16'XT OM D. EXISTING
2
36"W X 71"H S.H. WINDOW
33.5
-36.3
3
36"W X 71"H S.H. WINDOW
33.5
-363
4
(2)- 36"W X 71"H S.H. WINDOW
33.5
-36.3
.5
(2)-36" X 96" FRENCH DOOR
33.4
-36.2
SA
75"W X 98"H FIXED WINDOW
33.5
-36.3
6
52" X71"S.H. WINDOW
33.5
-36.3
7
36"W X 71"H S.H. WINDOW
315
-36.3
8
26"W X 37"H S.H. WINDOW
33.6
-44.9
9
34" X 80" FRENCH DOOR
33.4
-44.8
10
36"W X 71"H S.H. WINDOW
33.4
-44.8
11
36"W X 71"H S.H. WINDOW
314
-44.8
12
36"W X 71"H S.H. WINDOW
33.5
-36.3
13
36"W X 71"H S.H. WINDOW
33.4
-44.8
14
(2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES
33.4
-44.6
15
(2)-36" X 96" FRENCH DOOR a
33.5
-36.3
16
(2)-36" X 96" FRENCH DOOR
33.4
-44.6
17
18"W X 71"H S.H. WINDOW
33.6
-44.9
18
52"W X 71"H S.H. WINDOW
33A
-44.8
19
1811W X 71"H S.H. WINDOW
33.6
-44.9
20
60"W X 20"H FIXED WINDOW
33.6
-36.4
21
(2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES
AS
-36.3
21A
72"W X 36"H FIXED WINDOW
33.5
-36.3
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PAUL WELCH INC.
MECHANICAL w ELECTRICAL * CIVIL ENGINE*Id ',G
1984 S.W. BILTMORE ST. SUITE,# 114
PORT SAINT LUCIE, FL 34984
PHONE EMAIL ,,,���
(772) 785.9888 PWELCHINC@AOL.COM.4
DEB 2
(: PAUL WELCH P.E. FL. REG. No. 29945
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PAUL WELCH INC. r
MECHANICAL. * ELECTRiCAL * CIVIL ENGINEERING
1984 9. W. BiL.TMOFtE ST. SUtM# 1 14
Pow SAINT UJOM FL 3+4984
� PHONE EMAIL
( 72) 785,9888 PWELCHINCPAOL.COM .;.,.
PAUL WELCH RE, Fl- PEG. No, 29945 `•"
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