HomeMy WebLinkAboutPLANS - EVANS RESIDENCE - 11-11-20203'-0"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.3'-0"x4'-0" SH@ 2'-11" A.F.F.3'-0"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.3'-0"x6'-8"3'-0"x3'-0" SH
@ 2'-11" A.F.F.
3'-0"x6'-8"2'-8"x6'-8"2'-8"x6'-8"
2'-8"x6'-8"
2'-6"x7'-0"
9'-0"x6'-10"
OHGD2'-8"x6'-8"GFI
WP
GFI
WP
SSS
56'-1"24'-1"9'-4"21'-3"36'-1"
14'-7 1/2"5'-8"14'-4 1/2"47'-9"8'-4"14'-2"11'-5"20'-9"13'-3"14'-10"8'-0"
12'-5"14'-5"
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A0.1
TITLE PAGE
-
RSL
C:\PROJ\1200\1201
OWNER:NATHAN J., AND JENNIFER EVANS
ADDRESS:5911 BIRCH DRIVE
FORT PIERCE, FL. 34982
PROPERTY
INFORMATION:
PROP ID: 3402-609-0592-000-8
ZONING: RS-4 COUNT Use: 0100
LEGAL:INDIAN RIVER ESTATES UNIT 08 BLK 66 LOT
22 (MAP 34/ 11S )
PROPERTY APPRAISER INFORMATION
CONSTRUCTION TYPE
TYPE I: BUILDING ELEMENTS ARE NON COMBUSTIBLE
TYPE II: EXTERIOR WALLS NON COMBUSTIBLE | FRTW NON BEARING PARTITIONS
CORRIDORS SERVING NO MORE THAN 30 OCCUPANTS 1 HR FRTW
TYPE III: EXTERIOR WALLS NON COMBUSTIBLE | INTERIOR - ANY
TYPE IV: HEAVY TIMBER
TYPE V: EXTERIOR & INTERIOR ANY MATERIAL PERMITTED BY CODE
A-PROTECTED B-UNPROTECTED SPRINKLED UNSPRINKLED
CLIMATE ZONE: 1 MIAMI/DADE/BOWARD 2 FL
3 4 5 FBC: ENERGY : C301.1
CHAPT. 6
RISK CATEGORY
I - LOW HAZARD ( AGRICULTURAL, TEMPORARY, MINOR STORAGE )
II - BUILDINGS NOT I, III, OR IV
III - SUBSTANTIAL HAZARD ( ASSEMBLY +300, SCHOOLS +250, I2 +250, I3,
ANY OCCUPANCY WITH +5000, PUBLIC UTILITIES NOT IN CAT IV,
BUILDINGS CONTAINING TOXIC SUBSTANCES.
IV - I2 W/ SURGERY & TREATMENT, PUBLIC SERVICES & UTILITIES, SHELTERS,
HIGHLY TOXIC MATERIALS, AVIATION CONTROL TOWERS, NATL. DEF.
BUILDINGS, WATER STORAGE AND PUMP STATIONS.
CHAPT. 1604
SCOPE:
THIS IS AN EXISTING RESIDENCE THAT SUFFERED A FIRE.
THIS SET OF DOCUMENTS ARE REPAIRS TO THE RESIDENCE DUE TO THE FIRE.
THE REPAIR WILL CONSIST OF : NEW PARTITIONS AND REPAIRED PARTITIONS, (1)
REPLACEMENT WINDOW (2) NEW WINDOWS, ENCLOSING A WINDOW,
REPLACEMENT OF THE FRONT DOOR AND ADDING A BACK DOOR. NEW
ELECTRIC FROM THE METER INTO THE HOUSE, REINFORCEMENT OF THE
EXISTING EXTERIOR WALLS AND GABLE ENDS, INSULATION, DRYWALL, AND
FIXTURES.
MECHANICAL - COMPLETE REPLACEMENT
PLUMBING - REPLACEMENT OF FIXTURES IN THE SAME LOCATIONS.
ELECTRIC - NEW ELECTRICAL. EXISTING SERVICE.
BUILDING / PROJECT DATA
BUILDING AREA:
PROJECT AREA:
TOTAL AFTER CONSTRUCTION:
1559 SF U/A,
328 SF GARAGE
123 SF OUTDOOR COVERED PATIO
1,957 SF TOTAL
1,640 SF UNDER AIR ( 81 SF INCREASE)
1957 SF NO CHANGE TO THE TOTAL AREA OF THE
RESIDENCE. PART OF THE EXISTING COVERED
ENTRY IS BECOMING PART OF THE KITCHEN.
SHEET INDEX
A0.1 - TITLE PAGE - EXISTING PLAN
A0.2 - RESIDENTIAL NOTES
A1.5 - DEMOLITION PLAN
A2.0 - FLOOR PLAN - DOOR AND WINDOW SCHEDULE
A3.0 - BUILDING ELEVATIONS AND SECTIONS
A9.0 - DETAILS
E1 - ELECTRICAL PLAN, RISER AND PANEL SCHEDULE
E2 - ELECTRICAL
M1 - MECHANICAL NOTES AND EQUIPMENT
M2 - MECHANICAL PLAN
M3 - MECHANICAL DETAILS
P1 - PLUMBING PLAN
C1 - COMMENTS, RESPONSES, AND REVISIONS
LOAD SCHEDULE
LIVE DEAD PART'N TOTAL
GROUND FLOOR 40 50 10 100
SECOND FLOOR 40 15 10 65
ROOF + LIMIT STOR.30+20 30 0 80
1607.5Partition loads.
In buildings where partition locations are subject to change, provisions for partition weight
shall be made, unless the specified live load is 80 psf or greater. The partition load shall be
not less than a uniformly distributed live load of 15 psf (0.72 kN/m2).
ULTIMATE WIND SPEED = 170 M.P.H.
RISK CATEGORY = II
EXPOSURE CATEGORY 1609.4.3
B MEAN ROOF >30 FT. W/ SURFACE ROUGHNESS B UPWIND 1500 FT
MEAN ROOF <30 FT. W/ SURFACE ROUGHNESS B UPWIND 2600 FT
C WHERE EXPOSURES B, AND D DO NOT APPLY
D WHERE SURFACE ROUGHNESS D EXTENDS 5000 FT UPWIND
INLAND FROM THE SHORELINE 600 FT OR (20 x BUILDING HEIGHT)
SURFACE ROUGHNESS 1609.2
B URBAN, SUBURBAN, WOODED W/ NUMEROUS OBSTRUCTIONS
C OPEN TERRAIN W/ SCATTERED OBSTRUCTIONS LESS THAN 30FT.
100 FT HORIZONTALLY FROM AN AREA (C or D) 100' W x 600' D UPWIND
INCLUDES FLAT OPEN COUNTRY & GRASS LANDS EXTENDING 1500 FT.
D FLAT UNOBSTRUCTED AREAS AND WATER SURFACES.
INTERNAL PRESSURE = +/- 0.18
ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 P.S.F.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE. DESIGN PRESSURES FOR EXTERIOR DOORS AND
WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR
MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE
APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES.
RISK CATEGORY 1604.5
I Buildings and other structures that represent a low hazard to human life.
AGRICULTURE, TEMPORARY
II THOSE NOT I, III, IV, OR V
III Buildings and other structures that represent a substantial hazard to human life
BUILDINGS > 300 OCC., E >250 OCC., E GREATER THAN 12TH > 250
OCC., I2 > 50 RESIDENTS, I3, UTILITIES
IV Buildings and other structures designated as essential facilities
1
A0.1
SCALE: APROX 1" = 100'
LOCATION MAP
B
BB
B
B
B
BB
150' W x 600' D
SURFACE ROUGHNESS IN ACCORDANCE W/ 1609.4.1
APPROXIMATELY 7,000FT TO THE INTERCOASTAL
APPROXIMATELY 19,000 FT TO THE BEACH
APPROXIMATELY 19,000 FT TO THE POWER PLANT
DESIGN LOADS WITHIN CATEGORIES MAY BE HIGHER THAN THE MINIMUM
ADOPTED BY THE COUNTY OR MUNICIPALITY NOTED. THIS IS THE DESIGN
INTENT OF THE PROFESSIONAL.
BUILDING CLASSIFICATION:
A1 - FIXED SEATING
A2 - FOOD AND/OR DRINKS
A3 - WORSHIP, RECREATION
A4 - INDOOR SPORTS
A5 - STADIUMS BLEACHERS
B - BUSINESS
E - EDUCATIONAL
F1 - FACTORY (MODERATE HAZARD)
F2 - FACTORY ( LOW HAZARD)
F3 - FACTORY ( SPECIAL PURPOSE
H - HIGH HAZARD
NEW STRUCTURE/ OCCUPANCY
I1 - INSTITUTIONAL HOUSING 16+
I2 - INSTITUTIONAL MEDICAL CARE
I3 - INSTITUTIONAL JAILS
M - MERCANTILE
R1 - RESIDENTIAL ( TRANSIENT )
R2 - RESIDENTIAL ( 2+ DWELLINGS)
R3 - RESIDENTIAL ( PERMANENT )
R4 - RESIDENTIAL CARE >16 PERSONS
S1 - STORAGE ( MODERATE HAZARD )
S2 - STORAGE ( LOW HAZARD )
U - UTILITY / MISCELLANEOUS
D - DAYCARE
EXISTING STRUCTURE/ OCCUPANCY
CHAPT. 3
CLASSIFICATION - E.B.
REPAIRS: REPLACEMENT OF DAMAGED MATERIALS FOR MAINTENANCE
ALTERATIONS
LEVEL 1: REPLACEMENT OF MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES
FOR THE SAME PURPOSE.
LEVEL 2: THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF
ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF
ANY SYSTEM OR INSTALLATION OF ADDITIONAL EQUIPMENT. LESS
THAN 50 PERCENT OF THE BUILDING AREA.
LEVEL 3: ALTERATIONS WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE
AGGREGATE AREA OF THE BUILDING WITHIN ANY 12 MO. PERIOD.
CHANGE OF OCCUPANCY: FOLLOW PROVISIONS OF CHAPT 9.
ADDITIONS:FOLLOW PROVISIONS OF CHAPTER 10.
CHAPT. 4
CURRENT CODES
BUILDING 6th EDITION (2017) FLORIDA BUILDING CODE
RESIDENTIAL 6th EDITION (2017) FLORIDA RESIDENTIAL CODE
EXISTING 6th EDITION (2017) FLORIDA EXISTING BUILDING CODE
ACCESSIBILITY 6th EDITION (2017) FLORIDA ACCESSIBILITY CODE
ENERGY 6th EDITION (2017) FLORIDA ENERGY CONSERVATION CODE
PLUMBING 6th EDITION (2017) FLORIDA PLUMBING CODE
MECHANICAL 6th EDITION (2017) FLORIDA MECHANICAL CODE
FUEL GAS 6th EDITION (2017) FLORIDA FUEL GAS CODE
ELECTRICAL 2014 NATIONAL ELECTRIC CODE
FIRE 6th EDITION (2017) FLORIDA FIRE PREVENTION CODE
2015 NFPA 101 LIFE SAFETY CODE
2015 NFPA 1, FIRE CODE
FIRE :Review and approval by the AHJ shall not relieve the applicant of the responsibility of
compliance with this Code per NFPA -1: 1.14.1
STRUCTURAL ASCE STANDARD 7-10
FIRE ALARM FIRE ALARM AND SIGNALING CODE NFPA 72
FLOOD ZONE
FBC -1612.1: Chapter 5 of
ASCE 7 and with ASCE 24.
CLASSIFICATION:ZONE X
BASED ON FEMA FLOOD MAP SERVICE CENTER SEARCH BY ADDRESS.
5911 BIRCH DRIVE
2
A0.1
SCALE: APROX 1" = 300'
EXISTING RESIDENCE
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:39:47 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A0.2
GENERAL RESIDENTIAL
NOTES
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C:\PROJ\1200\1201
THIS PROJECT IS A "REMODEL OF" JOB. THIS CONTRACTOR SHALL
VISIT THE JOB SITE TO DETERMINE THE EXTENT OF WORK INVOLVED
WITH THE CHANGES SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ALLOW
FOR ANY CHANGES THAT MAY BE MADE DURING THE COMPLETION
OF THE JOB. CONTRACTOR SHALL INFORM ARCHITECT/ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL EXISTING
CONDITIONS AND INFORMATION INDICATED AS "EXISTING" ON PLANS
WHICH WILL IMPEDE THE COMPLETION OF THIS JOB PRIOR TO
BEGINNING OF WORK. ANY ELECTRICAL WORK THAT MAY HAVE TO
BE DONE TO COMPLETE ANY ALTERATIONS SHOWN ON PLAN SHALL
BE INCLUDED IN THIS CONTRACT WITH NO ADDITIONAL CHARGE TO
THE OWNER AFTER CONTRACTS ARE LET.
SPECIAL NOTE
SDJ
LF
S
TA
VP
HE
B
S
S
4
D
S
S
K
R
S
3
S
GFI
C
GFI
UC
GFI
WP
DC
HN
C
FB
L F
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:39:52 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
3'-0"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.3'-0"x4'-0" SH@ 2'-11" A.F.F.3'-0"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.3'-0"x6'-8"3'-0"x3'-0" SH
@ 2'-11" A.F.F.
3'-0"x6'-8"2'-8"x6'-8"2'-8"x6'-8"
2'-8"x6'-8"
2'-6"x7'-0"
9'-0"x6'-10"
OHGD2'-8"x6'-8"56'-1"24'-1"9'-4"21'-3"36'-1"
14'-7 1/2"5'-8"14'-4 1/2"47'-9"8'-4"14'-2"11'-5"20'-9"13'-3"14'-10"8'-0"
12'-5"14'-5"
6"14'-4"
1'-0"3'-4"3'-6"3'-4"CONTRACTOR TO ROUGHEN
EXISTING SLAB AND ADD STO
CR 245 BONDING AGENT
PRIOR TO POUR. CONCRETE
FINISH TO MATCH EXISTING
SLAB HEIGHT.
GARAGE
KITCHEN
DINING
RM.
LIVING
RM.
BEDROOM
#3
BEDROOM
#2
BEDROOM
#1
W.I.C.
#1
BATH
#1
BATH
#2
EXISTING SLAB
UNTAMPERED FILL
6 MIL VAPOR BARRIER
NEW FILL TERMITE TREATMENT AND
TAMPED COMPACTION
NEW PIPING OR CONDUIT WHERE
APPLICABLE
#4 REBAR 16" LONG STAGGERED AT 16"
O.C. 4" EPOXY EMBEDMENT INTO
EXISTING SLAB
EXISTING SLAB EA.
SIDE
NEW FIBER REINFORCED CONC.1'-4"SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A1.5
DEMOLITION PLAN
-
RSL
C:\PROJ\0300\A1
1
A1.5
SCALE: 1/4" = 1'-0"
DEMOLITION PLAN
NOTE:
EXISTING ELECTRICAL SERVICE TO BE COMPLETELY
REMOVED. ALL PANELS, CIRCUITS, AND WIRING TO BE
REMOVED.
NEW ELECTRICAL SERVICE TO BE PROVIDED
EXISTING MECHANICAL SYSTEM TO BE COMPLETELY
REMOVED.
NEW MECHANICAL EQUIPMENT TO BE INSTALLED.
ALL INTERIOR DOORS AND WINDOWS TO BE REMOVED AND
REPLACED
2
A1.5
SCALE : 1/2" = 1'-0"
SLAB REPAIR DETAIL
4
A1.5
SCALE : NTS
TRENCHING REPAIR DETAIL
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:39:54 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
3'-0"x6'-8"3'-0"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.2'-8"x6'-8"2'-8"x6'-8"
9'-0"x6'-10"
OHGD
SH 22 SH 223'-0"x6'-8"2'-8"x6'-8"
4'-0"x6'-8" BF
2'-8"x6'-8"
2'-10"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.13'-11 1/2"5"2'-0"13'-9"5"6'-2"13'-11 1/2"2'-0"14'-4"6 1/2"
14'-10 1/2"8'-4"2'-10"x6'-8"3'-0"x6'-8"14'-1"5"16'-4 1/2"6'-0"3'-4"4'-0"x6'-8" BF
5"2'-8"x6'-8"3'-0"5"9'-4"5"6'-0"x6'-8" BP3'-0"x6'-8"3 1/2"6'-9"14'-7 1/2"4'-2"4'-2 1/2"5"
6'-1"3'-0"x6'-8"3'-8"2'-0"5"4'-0"6'-5"3'-8"2'-0"5"2'-0"
3'-10"
2'-10"
MIN. (3) FRAMING MEMBERS
IN CORNER
INFILL EXISTING WINDOW
SEE DETAIL 2/A2
6'-2"5"7'-2"5'-0"6'-0"
NEW CONCRETE LANDING
AT EXTERIOR DOOR
3" STEP AT DOOR
MIN. (3) FRAMING MEMBERS
IN CORNER
FRONT PORCH SLAB TO BE BROUGHT
LEVEL TO THE EXISTING INTERIOR
SLAB HEIGHT CONTRACTOR TO ROUGHEN
EXISTING SLAB AND ADD STO
CR 245 BONDING AGENT
PRIOR TO POUR. CONCRETE
FINISH TO MATCH EXISTING
SLAB HEIGHT.
GARAGE
KITCHEN
DINING
RM.
LIVING
RM.
BEDROOM
#3
BEDROOM
#2
BEDROOM
#1
W.I.C.
#1
BATH
#1
BATH
#2
SHOWER SEAT
19" A.F.F.7'-9"1'-7"2" STEP
REINFORCE
AND BRACE
GABLE END
TRUSS SEE
DETAIL 1-2/A9.1
REINFORCE AND BRACE GABLE
END TRUSS SEE DETAIL 1-2/A9.1
REPAIR (2) TRUSS BOTTOM
CHORDS SEE 3/A9.1
REINFORCE THE TRUSS BOTTOM
CHORD ON EACH SIDE OF THESE
(2) TRUSSES.
'C' LABEL
DOOR'C' LABELDOORSISTER A 2x6 TO THE BOTTOM
CHORD OF THE GABLE TRUSS
BETWEEN THE GARAGE AND
LIVING ROOM. 3" WOOD SCREWS
SEE DETAIL 4/A9.1
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A-2.0
FLOOR PLAN
-
-
RSL
C:\PROJ\0300\A1
OPENING ID PRODUCT MODEL #MANUFACTURER
EVALUATION
AGENCY
NOA #
BUILDING
DESIGN
PRESSURE
PRODUCT
DESIGN
PRESSURE
EXPIRATION
DATE
DOORSWINDOWNOTES
NOTE:
VERIFY ALL R.O. PRIOR TO ORDERING WINDOWS. VERIFY R.O. FROM WINDOW MANUF. PRIOR TO PLACING BLOCK.
METHOD OF
ATTACHMENT S.M.IL.M.ISHUTTERSREQ.- SEE FLOOR PLAN NOTES-BUILDING #7 FOR INFORMATION REGARDING REQUIRED LOCATIONS REQUIRING TEMPERED GLASS
- CONTRACTOR TO CONFIRM ALL INFORMATION FROM MANUFACTURES RECOMENDATIONS AND NOA PRIOR TO INSTALLATION.
- SHUTTER INSTALLER TO REVIEW DOCS PRIOR TO QUOTING MATERIALS. SHUTTER INSTALLER TO VISIT SITE FOR FIELD MEASUREMENTS
PRIOR TO ORDERING MATERIALS. SHUTTER ANCHORS TO BE REVIEWED AND APPROVED BY INSTALLER.
-VERIFY ALL EXISITNG ROUGH OPENINGS ON SITE PRIOR TO ORDERING WINDOWS
- PROVIDE OWNER WITH THE OPTION OF WINDOW AND DOOR MUTTONS IN LIEU OF CLEAR GLASS OPENINGS.
- SOME OF THE WINDOWS ABOVE MAY BE WITHIN AN INTERIOR ZONE REQUIRING LOWER DESIGN PRESSURES. IF A HIGHER DESIGN PRESSURE IS SHOWN
IT MAY BE BECAUSE ANOTHER SIMILAR WINDOW TYPE IS GROUPED WITH IT THAT LIES WITHIN AN EDGE ZONE. IN EITHER CIRCUMSTANCE IF THE PRODUCT
PRESSURE IS HIGHER THAN THE DESIGN PRESSURE SHOWN THE PRODUCT EXCEEDS THE MINIMUM PRESSURE REQUIREMENTS.
REPORT #
R.O.
ROOF
SIDING
100 FD-5555 Outswing PVC French
Door
PGT INDUSTRIES 20-0427.05 1-23-2024 - 58
+ 43
- 70
+ 70
3'-0"x6'-8"
OUTSWING
3'-4"X6'-10"
- WINDOW SILLS - IN DWELLING UNITS WHERE THE OPENING OF THE OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR
SURFACE BELOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND 24 NCHES SHALL BE FIXED
OR HAVE OPENINGS THROUGH WHICH A 4" DIAMETER SPHERE CANNOT PASS. (GUARD RAIL)
-WINDOW EGRESS - MIN 20" WIDE MIN. 24" HIGH MIN. 5 SQUARE FEET @ GRADE, 5.7 SQUARE FEET ALL OTHERS. SILL HEIGHT BETWEEN 24" AND 44".
- WINDOW SIZE - MIN 8% OF ROOM FLOOR AREA. MINIMUM VENTILATION (OPEN AREA) SHALL BE 4% OF FLOOR AREA.
WINDOWS AND DOOR VALUES SHALL BE MIN. SHGC=.24 AND U=.67
#10 STEEL SMS, MIN 1
2" EDGE DISTANCE, 1-3/8" MIN EMBEDMENT,
4" MAX CORNERS, 12" O.C.
GLASS TYPES 2 OR 7 ONLY
1
A2.0
SCALE: 1/4" = 1'-0"
FLOOR PLAN
2
A3
3
A3
1
A3
NOTE:
REPLACE ALL ELECTRIC, SEE ELECTRICAL
REPLACE ALL MECHANICAL SEE MECHANICAL
ALL NEW FLOORING, WALL FINISH, BASE BOARDS
CLOSED CELL FOAM INSULATION MIN 4" R19.
1
2" GYPSUM BOARD WALLS AND CEILING TO BE INSTALLED.
THE EXISTING ATTIC SPACE ABOVE THE BEDROOM
SECTION OF THE HOME WILL RECEIVE NEW BATT
INSULATION TO BRING THE VALUE TO MIN. R38
CONTRACTOR TO DISCUSS WITH THE OWNER
CLOSING THE ATTIC SPACE AND INSTALLING FOAM
INSULATION AS AN ALTERNATIVE.
A 3'-0"x2'-0"3'-2"x2'-2"SH-5500 PVC Single Hung
Window
PGT INDUSTRIES MAIMI DADE - 210
+ 100
1/4" ULTRACON, 1-1/4" MIN EMBEDMENT, 5-1/2" EDGE DISTANCE, 6"
CORNERS, 10" STYLE, 14.375" MAX SPACING.
20-0401.03 7-30-2025
ALL GLASS TYPES MEET DESIGN PRESSURE
MAIMI DADE
- 58
+ 43
2
A2.0
SCALE: 1/2" = 1'-0"
WINDOW INFILL DETAIL
4
A2.0
SCALE: 1/2" = 1'-0"
EXISTING WALL REINFORCEMENT DETAIL
B 1'-5"x2'-0"1'-7"x2'-2"SH-5500 PVC Single Hung
Window
PGT INDUSTRIES MAIMI DADE - 210
+ 100
1/4" ULTRACON, 1-1/4" MIN EMBEDMENT, 5-1/2" EDGE DISTANCE, 6"
CORNERS, 10" STYLE, 14.375" MAX SPACING.
20-0401.03 7-30-2025
ALL GLASS TYPES MEET DESIGN PRESSURE- 58
+ 43
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:39:57 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
VENT TO BE CLOSED PRIOR
TO INSTALLING INSULATION
WITHIN THE ATTIC
NEW DOOR
CEDAR TRIM
NEW DOOR
CEDAR TRIM
VENT TO BE CLOSED PRIOR
TO INSTALLING INSULATION
WITHIN THE ATTIC
PRIOR ENTRY BOUNDARY
EXISTING SIDING LEFT OFF
OF THIS ELEVATION FOR
CLARITY OF NEW WORK
CEDAR TRIM
WOOD SIDING TO MATCH
THE EXISTING RESIDENCE
PRIOR ENTRY BOTTOM OF
BEAM
CEDAR TRIM
WOOD SIDING TO MATCH
THE EXISTING RESIDENCE
EXISTING ROOF EXISTING ROOF
EXISTING
RESIDENCE
EXISTING SIDING LEFT OFF
OF THIS ELEVATION FOR
CLARITY OF NEW WORK
GARAGE
FRONT ENTRY
GARAGE
KITCHEN
EL. 0'-0" MATCH EXISTING
FINISHED FLOOR
CONTRACTOR TO ROUGHEN
EXISTING SLAB AND ADD STO
CR 245 BONDING AGENT PRIOR
TO POUR. CONCRETE FINISH TO
MATCH EXISTING SLAB HEIGHT.
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A-3.0
Elevations
Building Section
-
RSL
C:\PROJ\0300\A1
1
A3.0
SCALE: 1/4" = 1'-0"
REAR ELEVATION 2
A3.0
SCALE: 1/4" = 1'-0"
FRONT ELEVATION 3
A3.0
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION
5
A3.0
SCALE: 1/4" = 1'-0"
ENTRY SECTION DEMOLITION
8
A3.0
SCALE: 1/4" = 1'-0"
ENTRY SECTION 3
A2.0
SCALE: 3/4" = 1'-0"
ENTRY WALL SECTION
3
A2.0
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:01 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A-9.0
INTERIOR DETAILS
-
-
RSL
C:\PROJ\0300\A1
1
A9.0
SCALE : NTS
TYP. INTERIOR PARTITIONS 2
A9.0
SCALE : NTS
BLOCKING DET.3
A9
SCALE : NTS
SCUTTLE DETAIL
15
A9.0
WOOD- WINDOW WATERPROOFING DETAIL
SCALE : NTS
4
A9
SCALE : NTS
WOOD CORNER DET
5
A9
SCALE : NTS
DOOR SILL DET 6
A9
SCALE : NTS
WINDOW HEAD DET.7
A9
SCALE : NTS
WINDOW SILL DET.8
A9
SCALE : NTS
WINDOW JAMB DET.9
A9
SCALE : NTS
GARAGE WALL DETAIL
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:04 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
CONNECT (2) 2"x6"x ( 8" BEARING MIN) 3" WOOD SCREWS (2)
ROWS STAGGERED SPACE 4" O.C.
OUTSIDE FACE TOWARDS THE FRONT DOOR MAY NOT
HAVE 8" BEARING AND THIS IS ALREADY TAKEN INTO
CONSIDERATION.
CONNECT (2) 2"x4"x6'-0" W/ 0.131"x2.5" NAILS (2) ROWS
STAGGERED SPACE 4" O.C.
(2) TRUSSES ON EACH SIDE OF DAMAGED TRUSS
2x4 INFILL DAMAGED WEB MEMBER
2x4 INFILL DAMAGED WEB MEMBER
3'-0"3'-0"
3'-0"3'-0"
TRUSS #2
TRUSS #1
CONNECT (1) 2"x4"x8'-0" W/ 0.131"x2.5" NAILS (2) ROWS
STAGGERED SPACE 4" O.C.
TO THE TRUSS BEFORE TRUSS #1 AND AFTER TRUSS #2
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
A-9.1
DETAILS
-
-
RSL
C:\PROJ\0300\A1
1
A9.1
SCALE : NTS
GABLE END BRACING DETAIL
2
A9.1
SCALE : NTS
GABLE END REINFORCEMENT DETAIL
3
A9.1
SCALE : NTS
DAMAGED BOTTOM CHORD REPAIR
4
A9.1
SCALE : NTS
CABINETRY DETAIL
4
A9.1
SCALE : NTS
REINFORCEMENT DETAIL OVER KITCHEN
GABLE END BOTTOM CHORD
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:15 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
3'-0"x6'-8"3'-0"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.2'-8"x6'-8"2'-8"x6'-8"
9'-0"x6'-10"
OHGD 3'-0"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.3'-0"x6'-8"GARAGE
KITCHEN
DINING
RM.
LIVING
RM.
BEDROOM
#3
BEDROOM
#2
BEDROOM
#1
W.I.C.
#1
BATH
#1
BATH
#2
GFI
WP
SD
SD
SDSD
SD
UC
VP
VP VP
GFI
WP
GFI
S
3
S SS
S
D
SS
D
S
D
S
3
S
S
4
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
E1
ELECTRICAL PLAN
RSL
C:\PROJ\0300\A1
1
E1
SCALE : 1/4" = 1'-0"
POWER PLAN
S
D
SDIMMER SWITCH
FOR LIGHT
SWITCH FOR
CEILING FAN
COMBINATION
LIGHT/CLG. FAN
COMB. LIGHT/CLG. FAN
SWITCHING DETAIL
2
E1
SCALE :NTS
CON-
DUIT
WIRE
POLE
TRIPREMARKSCKT
NO
REMARKS
9
7
3
5
1
10
NO
8
4
2
6
CKT
17
19
13
15
11
27
25
23
21
28
18
26
24
22
20
14
16
12
29 30
WIRE
DUIT
CON-
POLE
TRIPNO DEM
V.A.
DEM
V.A.V.A
NO DEM
V.A
DEM
MAINS:
MAIN BUS:
NEUTRAL:
A.I.C
MOUNTING:
SERVICE:
TYPE:
POLES:
1957 SQ. FT. AT 3VA/SF = 5871 VA1
2 EXISTING 4 NEW
NOTE:
ELECTRICIAN TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ORDERING AND/OR INSTALLATION OF EQUIPMENT.
ALL NEW LIGHT FIXTURES SHALL BE LED
INTERIOR PANEL LOCATED IN BEDROOM #3
37
35
33
31
39
38
36
34
32
40
3 RELOCATE TO NEW PANEL
41 42
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
MOTOR STARTERS SHALL BE MANUAL MAGNETIC, WITH OVERLOAD RELAYS
IN EACH HOT LEG
CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING ALL LOADS ON
THE VARIOUS PANEL BOARDS FOR EXISTING & NEW CIRCUITS TO
ALLEVIATE OVERLOAD.
ALL FUSES, UNLESS NOTED ON DRAWING SHALL BE CURRENT LIMITED
FUSES (CL) RATED FOR 100,000 AIC.
ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP. NO
TIE HANDLES, OR TANDEMS WILL BE ACCEPTED.
ALL RACEWAYS UNDERGROUND SHALL BE A MINIMUM OF 3/4" CONDUIT.
FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR
CONDITIONING SYSTEM A PER MANUFACTURERS RECOMMENDATIONS.
CONTROLS ARE TO BE SUPPLIED BY AIR CONDITIONING CONTRACTOR AND
CONNECTED BY ELECTRICAL CONTRACTOR.
THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD
REQUIREMENTS OF POWER AND TELEPHONE COMPANIES.
CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND
TESTING.
ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST
PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT
ADDITIONAL CHARGE A SHALL INCLUDE REPLACEMENT OR REPAIR OR ANY
OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED
THEREBY.
CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE
FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE
DATE OF ACCEPTANCE.
ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
ALL MATERIAL SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE
APPLICABLE.
ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED
AS REQUIRED BY THE LATEST EDITION OF THE NEC.
IT IS NOT THE INTENT OF THESE PLANS TO SOW EVERY MINOR DETAIL OF
CONSTRUCTION THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL
ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL
REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER
WORKING ORDER.
ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF NEW METER
AND DISCONNECT WITH UTILITY PROVIDER
SMOKE DETECTORS SHALL BE PROVIDED W/ A VISIBLE "POWER ON
INDICATOR" & TEST BUTTON.
SMOKE DETECTORS SHALL BE HARD WIRED (110V TYPE) TO A
NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT & SHALL
NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT
INTERRUPTER.
ALL ELECTRICAL MATERIALS, DEVICES AND APPLIANCES MUST BE
CERTIFIED BY AN APPROVED TESTING LABORATORY AS PER FBC
4503 STANDARDS.
ALL OUTSIDE EQUIPMENT SHALL BE WATERPROOF
FIXTURE SHOP DRAWINGS SHALL BE APPROVED BY ARCHITECT BEFORE
ORDERING. ALL MATERIALS SHALL BE "U.L. APPROVED"
SWITCH HEIGHT SHALL BE 44" AFF UNLESS OTHERWISE NOTED ON PLAN
RECEPTACLE HEIGHT TO BE 18" AFF UNLESS NOTED OTHERWISE ON PLAN
PLUG RECEPTACLES TO BE 120V 20A INTERMEDIATE GRADE, GROUNDING,
FLUSH TYPE, RECEPTACLE AND COVER PLATES TO BE IVORY IN COLOR
ELECTRICAL OUTLETS IN FINISHED AREAS IN WALLS & FLOORS SHALL BE
RECESSED INTO THE STRUCTURE WITH FACE FLUSH WITH SURFACE. ALL
CONDUITS FOR SUCH OUTLETS SHALL BE CONCEALED IN THE STRUCTURE.
CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE WITH RESPECT
TO ALL EXISTING FIELD CONDITIONS, SERVICE SIZE, LOCATIONS, AND TO
HAVE FULLY EXAMINED THE ORIGINAL PLANS FOR THIS BUILDING
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY
WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND SPECIAL
ENCLOSURES FOR OTHER CLASSIFIED AREAS. UL RATED PLASTIC IS AN
APPROVED EQUAL.
MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING
UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER WITH
THWN INSULATION.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE (NEC) AND SHALL COMPLY WITH N.F.P.A., LOCAL AND
STATE APPLICABLE CODES .
DO NOT SCALE THE ELECTRICAL DRAWINGS REFER TO ARCHITECTURAL
PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT
CONFIRM WITH OWNER REPRESENTATIVE.
DISCONNECT SWITCHES SHALL BE GENERAL DUTY, QUICK MAKE, QUICK
BREAK ENCLOSURES WITH WP RATING, AS REQUIRED BY EXPOSURE.
4.
3.
2.
1.
6.
5.
ALL POWER EXISTING U.N.O. BY CIRCUIT #.29.
16. A) ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,
SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT
CIRCUIT INTERRUPTER COMBINATION-TYPE, INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(B)).
B) TAMPER-RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN
DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL
125-VOLT, 15 AND 20 AMP RECEPTACLES
30.
ALL 120-VOLT, SINGLE PHASE, 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS INSTALLED IN DWELLING UNIT KITCHEN SHALL BE GFCI BY
CIRCUIT BREAKER OR BY OUTLET. THIS INCLUDES EQUIPMENT SUCH AS
REFRIGERATORS, DISHWASHERS, DISPOSALS, AND MICROWAVES.
31
NOTE FOR ELECTRICIAN:
REVIEW EXISTING FIELD CONDITIONS.
1) LABEL THE PANEL.
2) IF A PANEL IS BEING FED FROM ANOTHER PANEL ADD
A PERMANENT NOTE TO THE PANEL DOOR SAYING
WHICH PANEL IT IS FED FROM
3) IF THE EXISTING GROUND CAN NOT BE LOCATED
THEN THE ELECTRICIAN WILL PROVIDE (2) SEPARATE
GROUNDING RODS PLACE 8FT INTO THE GROUND MIN.
6FT APART FROM ONE ANOTHER. #4 COPPER GROUND.
5871VA
3000 VA
10000VA
1200 VA
5000 VA
4500 VA
1200 VA
1200 VA
735 VA
1200 VA
1200 VA
1200 VA
1100 VA
2400 VA
38806 VA
10000 VA
11522 VA
6500 VA
28022 VA
1957 SQ. FT. @ 3VA/SQ. FT. ______
(2) SMALL APPL. CKTS @ 1500VA EA
RANGE
SPRINKLER PUMP
DRYER
HOT WATER
REFRIGERATOR
MICROWAVE
D.W.
DISPOSAL
WASHER
OUTDOOR REF.
GDO
EXTERIOR GARAGE
TOTAL CONN. LOAD _______
1ST 10,000 VA @ 100%
REMAINDER @ 40%
AHU ( 10 KW ESH) @ 65%
TOTAL CALC. LOAD ________
28022 VA/ 240V = 117 AMPS
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:17 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECTURE
DATE:$7+.&+0)+&'#5
M-1
MECHANICAL NOTES
-
-
RSL
C:\PROJ\0300\A1
#+4*#0&.'45
%10&'05+0)70+65
4Ä# G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:21 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
3'-0"x6'-8"3'-0"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH@ 2'-11" A.F.F.4'-3"x4'-0" SH
@ 2'-11" A.F.F.2'-8"x6'-8"2'-8"x6'-8"
9'-0"x6'-10"
OHGD
SH 22 SH 223'-0"x6'-8"2'-8"x6'-8"
4'-0"x6'-8" BF
2'-8"x6'-8"
2'-10"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.2'-10"x6'-8"3'-0"x6'-8"4'-0"x6'-8" BF
2'-8"x6'-8"6'-0"x6'-8" BP3'-0"x6'-8"3'-0"x6'-8"GARAGE
KITCHEN
DINING
RM.
LIVING
RM.
BEDROOM
#3
BEDROOM
#2
BEDROOM
#1
W.I.C.
#1
BATH
#1
BATH
#2
2" STEP
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
M-2
MECHANICAL PLAN
-
-
RSL
C:\PROJ\0300\A1
G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:23 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
M-3
MECHANICAL
DETAILS
-
RSL
C:\PROJ\0300\A1
5%#.'
065 5%#.'
065 5%#.'
065 5%#.'
065
5%#.'
065 5%#.'
065 5%#.'
065 G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:24 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
2'-8"x6'-8"1'-5"x2'-0" SH@ 4'-11" A.F.F.DINING
RM.
BATH
#1
BATH
#2
3'-0"x6'-8"KITCHEN
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
P-1
PLUMBING
-
-
RSL
C:\PROJ\0300\A1
1
P1
SCALE: 1/2" = 1'-0"
PLUMBING PLAN-BATHROOM
PLUMBING NOTES
FIXTURE /
DESCRIPTION
AQUALYN #0476.028
CADET #2168.128
MOEN SINGLE BOWL
#22106
8799 FAUCET W/ #Z-40 DRAIN ASSEMBLY
SUPPLY PIPES, MCGUIRE ANGLE STOPS &
ADJUSTABLE 'P' TRAP
CHURCH OPEN FRONT SEAT , SUPPLY PIPE,
MCGUIRE ANGLE STOP AND 2" BOLT CAPS
ZURN SIERRA 7442 FAUCET 3/8" FLEX. SUPPLY
PIPE, MCGUIRE ANGLE STOP & ADJUSTABLE
'P' TRAP W/ DRAIN
NOTES
1 1/4"
3"
3"
MAXIMUM FLOW RATE
OR QUANTITY PLUMBING TABLE 604.4
MFG. NO.
DROP-IN
LAVATORY
SINK
TANK
WATER CLOSET
1
4
6
FU WATER PIPE SIZE
1"
1/2"
SINK FAUCET
URINAL
PRIVATE
PUBLIC
LAVATORY
FIXTURE
WATER CLOSET
WATER CLOSET
PLUMBING FIXTURES
LAVATORY, PRIVATE
OR FIXTURE FITTINGS
LAVATORY, PUBLIC
LAVATORY, PUBLIC, METERING
SHOWER HEAD
WATER CLOSET
PLUMBING FIXTURE SCHEDULE
NOMINAL SAN. SIZE
MAX FLOW RATES -
1.5 GPM AT 60 PSI
.5 GPM AT 60 PSI
.25 GP METERING CYCLE
2.0 GPM AT 80 PSI
2.0 GPM AT 80 PSI
0.5 GAL PER FLUSHING CYCLE
1.28 GAL PER FLUSHING CYCLE
SHALL BE CONSISTANT WITH FIXTURE OUTLET SIZE
SHALL BE CONSISTANT WITH FIXTURE OUTLET SIZE
1 1/2"
1 1/2"
2
2
1/2"
1/2"KITCHEN SINK
SHOWER
1/2"
D.W. RESIDENTIAL
D.W. COMMERCIAL
6.5 GAL PER CYCLE OR LESS ( E. STAR OR W. CERT.)
WATER FACTOR OF 8 OR LOWER ( E. STAR/ W. SENSE CERT)
<1.2 GAL. PER RACK FOR FILL AND DUMP. 0.9 GAL FOR
LOW TEMP
D.W. COMMERCIAL UNDER COUNTER 1 GAL PER RACK H.T., 1.5 GALLONS PER RACK L.T.
WASHING MACHINE
1
P1
SCALE: 1/2" = 1'-0"
PLUMBING PLAN- KITCHEN
EXISTING SANITARY LINE
TO EXISTING HOT AND COLD WATER SUPPLY
EXISTING SANITARY LINE
TO EXISTING HOT AND COLD WATER SUPPLY
NOTE:
PROVIDE 1
4" WATER SUPPLY
LINE WITH SHUTOFF TO
REFRIGERATOR LOCATION
2
P1
SCALE: 1/2" = 1'-0"
SANITARY RISER
3
P1
SCALE: 1/2" = 1'-0"
PLUMBING SUPPLY
MASTER BATH
BATH 2
KITCHEN
NEW KITCHEN
ISLAND SINK
TO EXISTING
SANITARY
TO EXISTING
SANITARY
KITCHEN
NOTE:
PROVIDE 1
4" WATER SUPPLY LINE WITH SHUTOFF TO
REFRIGERATOR LOCATION
FBC PLUMBING
424.3 Individual shower valves.
Individual shower and tub-shower combination valves shall be balanced-pressure,
thermostatic or combination balanced-pressure/thermostatic valves that conform to
the requirements of ASSE 1016 or ASME A112.18.1/CSA B125.1 and shall be
installed at the point of use. Shower and tub-shower combination valves required by
this section shall be equipped with a means to limit the maximum setting of the valve
to 120 degrees F (49 degrees C), which shall be field adjusted in accordance with the
manufacturers instructions. In line thermostatic valves shall not be utilized for
compliance with this section VALVES SHALL BE BALANCED - PRESSURE,
THERMOSTATIC OR COMBINATION BALANCED-PRESSURE/THERMOSTATIC
VALVES THAT CONFORM TO THE REQUIREMENTS OF ASSE 1016.G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:25 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV #DATE DESCRIPTION
OFFICE INFORMATION
DRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
10/20/2020
2023
EVANS RESIDENCE
FIRE REPAIR
5911 Birch Dr, Fort Pierce, FL 34982, USA
PID: 3402-609-0592-000-8
-
--
CONSULTANTS :
22062 CONCHA AVE.
BOCA RATON, FL.
33428
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963
FAX : Ancient tech email it.
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
10-20-2020A R CH I T ECT URE
DATE:$7+.&+0)+&'#5
C1
COMMENTS, RESPONSES
AND FIELD REVISIONS
RSL
C:\PROJ\0300\A1
REVISIONS
THIS SHEET IS INITIALLY SUBMITTED BLANK TO RECEIVE FUTURE COMMENTS,
RESPONSES, AND FIELD REVISIONS.G:\BuildingIdeas\2000\2023-5911BirchDr-Cason-EvansRes-Fire\05-SD\X-base-Evans-201016.dwg, 10/20/2020 3:40:28 PM, Robert S Lewis P.A. AR91402 (561) 441-8126 rlewis@biarch.com