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TYPE 2 HANDRAIL —
NOTE HANDRAIL TO COMPLY
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TOP RAL
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EXISTING GRADE �.
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POURED SOLID WITH 3000 PSI. CONCRETE
DOWEL & EPDXY (2) #5 BAR
MIN. 6" EMBED INTO FOOTER
30" W. X 30" W. X 12" D. COLUMN PAD
#5 BARS 0 8" (EACH DIRECTION)
1/2" a r-0"
PROJECT INFO:
SITE ADDRESS: 5102 PALMETTO AVE., FT. PIERCE, FL
PROJECT ENGINEER: JOSEPH P. MCCARTY
PROJECT CONTRACTOR: BROWNIE COMPANIES LLC
DESIGN CRITERIA
FLORIDA BUILDING CODE: 2017 EDITION
JURISDICTION: CITY OF FT. PIERCE, FLORIDA
ULTIMATE DESIGN WIND SPEED: 160 M.P.H.
NOMINAL DESIGN WIND SPEED: 124 MPH,
OCCUPANCY CATEGORY: I I (RESIDENTIAL)
MINIMUM SOIL BEARING PRESSURE: 2500 P.S.F.
NOTE: THIS PROJECT IS AN ALTERATIONS — LEVEL 2 ACCORDING TO
FB.C, FOR EXISTING BUILDING CHAPTER 7.
THE SCOPE OF WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH
OR STABILITY OF THE BUILDING.
THE NEW STRUCTURAL MEMBERS IN THE ALTERATIONS DOES COMPLY
WITH THE F.B.0 2017
THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES,
WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS
ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #1, SOUTHERN PINE #2 OR
APPROVED ALTERNATE W1 fb=1000 RSI MIN. — NON —STRUCTURAL FRAMING MAY
BE SELECTED SPECIES — 'STUD" GRADE
DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS PLUMBING
INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE STANDARD PLUMBING CODE, A5 WELL AS THE
LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
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COMPLY WITH ALL AP CABL%CODII.
NOTE: THE DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTO,ATIC ENTRY AND EXIT
OF FLOODWATERS AS PER THE 2017 F.R.B.C.
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17 JULY 2018
9 JAN 2019
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TYPE 2 HANDRAIL
NOTE HANDRAIL TO COMPLY
WITH 2O17 FBC.
TOP RAL
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STAIRS
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INDICATES 8" X 16"
OPENING N WALL FOR 7
2" X 6" P.T. VENTILATION, VENT
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2" X 12" P.T. (15 LOCATIONS)
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INTO CBS. WALL
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PROJECT INFO:
SITE ADDRESS: 5102 PALMETTO AVE, FT. PIERCE, FIL
PROJECT ENGINEER: JOSEPH P. McCARTY
PROJECT CONTRACTOR: BROWNIE COMPANIES LLC
DESIGN CRITERIA
FLORIDA BUILDING CODE: 2017 EDITION
JURISDICTION: CITY OF FT. PIERCE, FLORIDA
ULTIMATE DESIGN WIND SPEED: 160 M.P.H.
NOMINAL DESIGN WIND SPEED: 124 MP.H.
OCCUPANCY CATEGORY: I I (RESIDENTIAL)
MINIMUM SOIL BEARING PRESSURE: 2500 P.S.F.
NOTE: THIS PROJECT IS AN ALTERATIONS — LEVEL 2 ACCORDING TO
F.B.C. FOR EXISTING BUILDING CHAPTER 7.
THE SCOPE OF WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH
OR STABILITY OF THE BUILDING.
THE NEW STRUCTURAL MEMBERS IN THE ALTERATIONS DOES COMPLY
WITH THE F.B.C. 2017
GENERAL NOTES:
THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES,
WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS
ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
Q ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #1, SOUTHERN PINE #2 OR
uj APPROVED ALTERNATE W/ fb=1000 P.S.I. MIN. — NON —STRUCTURAL FRAMING MAY
BE SELECTED SPECIES — "STUD" GRADE
DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS PLUMBING
INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE
LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
FOOTING SCHEDULE
ID
FOOTING SIZE
RE - BAR SIZE & QUANTITY
FOOTING TYPE
A
30" W. X 30" W. X 12" D.
#5 BARS ® 8" (EACH DIRECTION)
COLUMN PAD
B
30" W. X 24" W. X 12" D.
#5 BARS 0 8" (EACH DIRECTION)
COLUMN PAD
NOTE:
1. RELOCATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS BEFORE BEGINNING WORK.
2. THIS FOUNDATION PLAN IS FOR RAISING AND OR RELOCATING STRUCTURE.
LOCATION OF ALL INTERIOR FOOTERS, PIERS AND SUPPORTING WALLS MAY VARY
AND CAN BE PLACED AT THE PROPER POSITION AT THE ENGINEERS DISCRETION
AFTER THE STRUCTURE IS ELEVATED TO DUPLICATE EXISTING LOCATIONS OF
SUPPORTS, AS WELL AS ADD ANY ADDITIONAL SUPPORTS DEEMED NECESSARY.
3. NOTE, ANY OTHER RENOVATIONS TO THE STRUCTURE OTHER THAN WHAT IS SHOWN
ON THE SUBMITTED PLANS WILL NEED TO BE PERMITTED SEPARATELY.
PROVIDE (8) — 8" X 16" ENGINEERED FLOOD VENTS 8" X is" FLOOD VENT
MODEL #816CS
AS PER CODE (SEE LOCATIONS ON PLAN) MCOVERS 205 SQ. FT.
OF HOUSE SQ. FT.
2,266 SQ. FT. (FOUNDATION) / 205 SQ. FT. PER FLOOD VENT = 11 FLOOD VENTS REQUIRED
14 FLOOD VENTS PROVIDED
NOTE: THE DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTO,ATIC ENTRY AND EXIT
OF FLOODWATERS AS PER THE 2017 F.RB.C.
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REVISIONS
17 JULY 2018
9 JAN 2019
51
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F29
DATE—NAY 2Q1d3_
17 DULY 2018
9 JAN 20,19
TYPE 2 HANDRAIL —
NOTE: HANDRAIL TO COMPLY
WITH 2O17 FB.C.
TOP RAIL
POSTCAP
6"X6" END POST
BOTTOM RAIL
4" THICK CONC,
SLAB
2' X 6" P.T. WOO!
I I TOP RAI GAP
!
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9 I PICKETS ® 51/2
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! I END POST
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! 1
1 2" X 4" P.T. WOO'.
! 1 BOTTOM RAIL
'I I
2" X 2' X 1/4" ALUMINUM TUBING
FOR WALL MOUNTED BRACKET
PROVIDE 1/4° TAP CONS W 6" O,C.
INTO CBS. WALL
EXISTING GRADE
1/2" = 19.0"
2' X 6° P.T.
WOOD TREADS
2° X If P.T.
WOOD STRINGER
A.C. COMP,
14T 30`0'
EXISTING FRAMED COVERED PORCH
5X2' 95" 5>h° 9'4" 5ii°
2" X 12" P.T. LEDGER
ANCHORED TO CONCRETE WALL
5/8" SLEEVE ANCHORS 0 48" O.C.
3/4" T&G SUB -FLOOR ON 2" X 12' JOIST
0 16" O.C. SET IN JOIST HANGERS
SMPSON LUS210 AT EA. JOIST
2" X 12" SHORING UNDER LEDGER
TAP CONGS TO CBS WALL (SEE PLAN FOR LACTIONS)
EXISTING CONCRETE SLAB & FOUNDATION TO REMAIN
112" = 1«-0"
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EXISTING CBS, GARAGE
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9D4' NAVAL (1) MTSM16 WITH (8)10d NAILS AND (4) 21/4" TAPCONS
0 EACH COLUMN OR HETA16 SET IN
POUR WITH (6)10d NAILS TO WOOD BEAM
BASE FLOOD (AE 7) ----p 711` NAYD.
EXISTING FINISH FLOG— R 5.71' NAND.
DOWEL & EPDXY (1) #5 BAR
MIN. 6" EMBED INTO EXIST. POURED CELL
EXISTING FOOTER TO RETRAIN
12°" X 12" CBS. COLUMN
2.5 COURSES HIGH WITH (2) #5 BAR
POURED SOLID WITH 3000 P.SJ. CONCRETE
10'0"
PROJECT INFO:
SITE ADDRESS: 5102 PALMETTO AVE., FT, PIERCE, FL
PROJECT ENGINEER: JOSEPH P. McCARTY
PROJECT CONTRACTOR: BROWNIE COMPANIES LLC
DESIGN CRITERIA
FLORIDA BUILDING CODE: 2017 EDITION
JURISDICTION: CITY OF FT. PIERCE, FLORIDA
ULTIMATE DESIGN WIND SPEED: 160 M.P.N.
NOMINAL DESIGN WIND SPEED: 124 M.P.H.
OCCUPANCY CATEGORY: I I (RESIDENTIAL)
MINIMUM SOIL BEARING PRESSURE: 2500 P.S.F.
NOTE: THIS PROJECT IS AN ALTERATIONS - LEVEL 2 ACCORDING TO
F.B.C. FOR EXISTING BUILDING CHAPTER 7.
THE SCOPE OF WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH
OR STABILITY OF THE BUILDING,
THE NEW STRUCTURAL MEMBERS IN THE ALTERATIONS DOES COMPLY
WITH THE FB.C. 2017
GENERAL NOTES:
THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES,
WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS
ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #1, SOUTHERN PINE #2 OR
APPROVED ALTERNATE W/ fb=1000 P.S.I. MIN. - NON -STRUCTURAL FRAMING MAY
BE SELECTED SPECIES - "STUD" GRADE
DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS PLUMBING
INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE
LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
FOOTING E
iD
FOOTING SIZE
RE — BAR SIZE & QUANTITY
FOOTING TYPE
A
30" W. X 30" W. X 12" D,
#5 BARS 0 8" (EACH DIRECTION)
COLUMN PAD
B
30" W. X 24" W. X 12" D.
#5 BARS 0 8" (EACH DIRECTION)
COLUMN PAD
TE.
1. RELOCATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS BEFORE BEGINNING WORK.
2. THIS FOUNDATION PLAN IS FOR RAISING AND OR RELOCATING STRUCTURE.
LOCATION OF ALL INTERIOR FOOTERS, PIERS AND SUPPORTING WALLS MAY VARY
AND CAN BE PLACED AT THE PROPER POSITION AT THE ENGINEERS DISCRETION
AFTER THE STRUCTURE IS ELEVATED TO DUPLICATE EXISTING LOCATIONS OF
SUPPORTS, AS WELL AS ADD ANY ADDITIONAL SUPPORTS DEEMED NECESSARY.
3, NOTE, ANY OTHER RENOVATIONS TO THE STRUCTURE OTHER THAN WHAT IS SHOWN
ON THE SUBMITTED PLANS WILL NEED TO BE PERMITTED SEPARATELY,
PROVIDE (8) - 8" X 16" ENGINEERED FLOOD VENTS 8" X 16" FLOOD VENT
MODEL #816CS
AS PER CODE (SEE LOCATIONS ON PLAN) OF HOS205 SQ. ESQ.Fr.T.
OF HOUSE SQ. FT.
2266 SO. FT. (FOUNDATION) j 205 SQ. FT, PER FLOOD VENT = 11 FLOOD VENTS REQUIRED
14 FLOOD VENTS PROVIDED
NOTE: THE DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTOATIC ENTRY AND EXIT
OF FLOODWATERS AS PER THE 2017 F,RB,C.
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