PROJECT GENERAL NOTES clg. ceiling cu condensing unit dia. diameter ea. each e.d. existing door e.g....

PROJECT TITLE

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REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

Copyright © Atkins Limited (2015)

+1 813 282 7275

+1 813 282 9767

Tel:Fax:

4030 West Boy Scout Blvd.

Suite 700

Tampa

FL 33607

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ATKINS DESIGN TEAM

ARCHITECTURE, STRUCTURAL, CULTURAL RESOURCES/ HISTORIC PRESERVATION

CONSULTANTS

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COVER SHEET

HISTORIC HOUSE

RELOCATION

INTERLACHEN, FL

MBV MBV DAK

100056419

PHASE 1 - FOUNDATION DESIGN

FLORIDA DEPARTMENTOF TRANSPORTATION

DISTRICT 2

440 ATLANTIC AVE,INTERLACHEN, FLORIDA

G-001

MAY 18, 2018ABBREVIATIONS

A.C.T. ACOUSTIC CEILING TILEA.F.F. ABOVE FINISH FLOORA/C AIR CONDITIONINGAL ALUMINUM

BD. BOARD

CORR. CORRIDORC.J. CONTROL JOINTCLG. CEILINGCU CONDENSING UNIT

DIA. DIAMETER

EA. EACHE.D. EXISTING DOORE.G. EXISTING GLAZINGE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALEXIST. EXISTING

FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.V. FIELD VERIFY

GA. GALVANIZEDGYP. GYPSUM

HT. HEIGHTH.M. HOLLOW METALHR. HOUR

IN INCHESINST. INSTALLATION

JT. JOINT

MFG. MANUFACTURERMAX. MAXIMUMMIN. MINIMUMMTL. METALMP. MILE POST

N/A NONE APPLICABLEN.I.C. NOT IN CONTRACTNo. NUMBER

O.C. ON CENTERO.D. OUTSIDE DIAMETER

P.E. PROFESSIONAL ENGINEERPNL. PANELPR. PAIRR RADIOUS

R.A. REGISTERED ARCHITECTREQ'D REQUIRED

SEC. SECTIONSIM. SIMILARS.F. SQUARE FEETSPECS.SPECIFICATIONSS.C.W. SOLID CORE WOOD

TB. TABLETD. TRAVEL DISTANCETYP. TYPICAL

PROJECT LOCATION

EXISTING LOCATION440 ATLANTIC AVE

NEW PROPOSED LOCATIONSR-20 / FRANCIS STREET

SCOPE OF WORK:

RELOCATION OF A HISTORIC RESIDENCE WITH IN THE TOWN OF INTERLACHEN, FLORIDA. THE RESIDENCE IS BEING RELOCATED FROM 440 ATLANTIC AVENUE TO THE PROPOSED LOCATION NEAR SR-20 / FRANCIS STREET.

CODE INFORMATION:

JURISDICTION: PUTMAN COUNTY, FLORIDA

ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING:

FLORIDA BUILDING CODE - RESIDENTIAL CODE 6TH ED (2017)FLORIDA BUILDING CODE - EXISTING BUILDINGS 6TH ED (2017)

PROJECT GENERAL NOTES:

THIS PROJECT CONSISTS OF PROVIDING NEW FOUNDATIONS FOR A RELOCATED, TWO-STORY RESIDENCE SIMILAR IN APPEARANCE TO THE RESIDENCE'S EXISTING FOUNDATION.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, REGULATIONS, GUIDELINES AND RESTRICTIONS UNDER THE JURISDICTION LOCATION FOR THIS PROJECT.

BUILDING DATA:

BUILDING AREA:1. FIRST FLOOR MAIN HOUSE APPROX. 857.49 SF2. FIRST FLOOR FRONT PORCH APPROX. 226.40 SF3. FIRST FLOOR KITCHEN ENCLOSED APPROX. 202.40 SF4. FIRST FLOOR REAR PORCH SCREENED APPROX. 72 SF5. SECOND FOOR MAIN HOUSE APPROX. 857.49 SF6. TOTAL GROSS (SF) APPROX. 2,216 SF

FINISHED TOP OF HOUSE PIERS: 95' - 3-1/2" - BASED ON SW CORNER TOPOGRAPHY AT 94'-0" PER REFERENCED SURVEY.

BUILDING HEIGHT: 35' - 3 5/8" - BASED ON 3D SCAN

NUMBER OF FLOORS: 2 + ATTIC

CURRENT BUILDING USE: RESIDENTIAL - SINGLE FAMILY

PROPOSED BUILDING USE: RESIDENTIAL - SINGLE FAMILY

ATKINS - DRAWING INDEX

GENERAL

G-001 COVER SHEET

STRUCTURAL

S-001 FOUNDATION PLAN

ARCHITECTURAL

A-101 EXISTING HOUSE REFERENCE INFORMATION - 440ATLANTIC AVENUE

A-102 FOUNDATION PLAN - AT RELOCATION SITE - SR-20 /FRANCIS STREET

A-103 FOUNDATION SECTION, DETAILS AND REFERENCED SITEPLAN

39

Exhibit "H"

1

2

3

4

5

6

7

8

A C E G J KB D F H

45

' -

4"

2

S-001

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

EL.F1 -2' - 10 1/4" EL.F1 -2' - 10 1/4" EL.F1 -2' - 10 1/4"

EL.F2 -2' - 7 1/4"

EL.F1 -2' - 7 1/4"

EL.F2 -2' - 7 1/4"EL.F1 -2' - 7 1/4"

EL.F2 -2' - 7 1/4"

EL.F2 -2' - 5" EL.F2 -2' - 5"EL.F2 -2' - 5" EL.F2 -2' - 5"

EL.F2 -2' - 1 7/8"EL.F2 -2' - 1 7/8" EL.F2 -2' - 1 7/8"

EL.F2 -2' - 1 7/8"

EL.F2 -1' - 10 1/2" EL.F2 -1' - 10 1/2" EL.F2 -1' - 10 1/2" EL.F2 -1' - 10 1/2"

EL.F2 -1' - 7 3/4" EL.F1 -1' - 7 3/4" EL.F2 -1' - 7 3/4"

EL.F1 -1' - 7 3/4"EL.F2 -1' - 7 3/4"

EL.F1 -1' - 3 3/4" EL.F1 -1' - 3 3/4" EL.F1 -1' - 3 3/4"EL.F1 -1' - 3 3/4"

EL.F2 -2' - 5"

4

S-001

3

S-001

S-001

5

EL.F2 -1' - 10 1/2"

2" 5' - 10" 7' - 7" 4' - 2" 3' - 5" 5' - 10" 2"

8' -

4 1

/2"

29

' -

3"

7' -

8 1

/2"

5"

4"

4"

5"

7"

1' -

5"

7"

3' -

0"

5' - 0"

10 3/4"

EL.F4 -2' - 1 7/8"

12" THICK CHIMNEY FOUNDATION PER SCHEDULE

7

S-001

EL.F3 -2' - 7 1/4"EL.F3 -2' - 7 1/4"

EL.F3 -1' - 7 3/4"

EL.F3 -1' - 7 3/4"

5"

3"

2' - 4"

4"

EL.F1 -2' - 10 1/4"

C3 C

2 C2

C2

C3

C2 C2 C

2

C2

C2

C2

C2

C2 C

2

C2

C2

C2

C2

C2

C3

C2 C

2

C2

C3

6' - 0"

EL.F1 -2' - 10 1/4"

EL.F1 -2' - 7 1/4"

C1-0' - 4 1/2"

C1-0' - 4 1/2"

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THEFOLLOWING CODES AND STANDARDS (LATEST EDITIONS):A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE."B. ACI 117 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION

AND MATERIALS".C. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS".D. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING,

TRANSPORTING AND PLACING CONCRETE".E. ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER

CONCRETING".F. ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION".G. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".H. ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES"I. ACI MANUAL OF CONCRETE PRACTICE-PARTS 1 THRU 5 AS

APPROPRIATE TO TYPE OF CONSTRUCTION.J. CRSI "MANUAL OF STANDARD PRACTICE".

2. CONCRETE SHALL BE NORMAL WEIGHT UNO AND SHALL CONFORM TOASTM C-94 IN ADDITION TO THE FOLLOWING:

A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II.B1. AGGREGATES FOR SLAB ON GRADE SHALL MEET ASTM C-33

(1" MAX).B2. AGGREGATES ELSEWHERE SHALL MEET ASTM C-33 (3/4" MAX).C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260.D. WATER REDUCING AGENT SHALL MEET ASTM C-494.E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX.G. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO.

3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVESTRENGTH OF 3000 PSI AT 28 DAYS. MIX DESIGNS SHALL BEAPPROVED BY THE ENGINEER BEFORE USE. MAX. W/C RATIO = 0.45

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH: FBC 2017AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS ANDASCE 7-10

2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR DIMENSIONS ANDELEVATIONS NOT INDICATED ON STRUCTURAL DRAWINGS. NOTIFYARCHITECT / ENGINEER OF DISCREPANCIES PRIOR TO EXECUTION OFWORK.

3. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS,WALLS AND ROOFS WITH ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING AND SITE REQUIREMENTS.

4. REFER TO ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL,PLUMBING AND SITE DRAWINGS FOR MATERIALS, COMPONENTS, ANDCONNECTIONS NOT SHOWN HEREIN, AND FOR ANCHORED,SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURALWORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENTPURCHASED.

5. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/ORHORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONSEXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS.

6. REFERENCED DATUM FOR THE PROJECT SHALL BE TAKEN AS 0'-0"ESTABLISHED FROM SLAB ON GRADE FINISH FLOOR. VERIFY ACTUALELEVATIONS WITH CIVIL DRAWINGS.

7. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLEONCE IN SERVICE. NO CONSIDERATION FOR STABILITY AND SHORINGIS ASSUMED BY THE ENGINEER DURING THE BUILDING PROCESS. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THESTABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS BYDETERMINING AND IMPLEMENTING ERECTION PROCEDURES ANDSEQUENCE OF CONSTRUCTION. THIS INCLUDES TEMPORARYBRACING AND SHORING AS WELL AS SOIL STABILIZATION ANDPROTECTIVE MEASURES FOR ADJACENT EXISTING CONSTRUCTION.

8. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH: IBC 2009AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS ANDASCE.

ROOF

FLOOR

GRAVITY LOADS

LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. NO LIVE LOAD REDUCTION OF ROOF LOADING IS PERMITTED. UNIFORM DEAD LOAD IS ADDITIVE TO ACTUAL STRUCTURAL WEIGHTS.

LOCATIONUNIFORM

DEAD LOAD (PSF)

UNIFORM LIVE LOAD

(PSF)

15

15

20

40

ULTIMATE DESIGN WIND SPEED: Vult

RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT (ENCLOSED)

WIND LOADS: ASCE7-10/ 6TH ED. FBC

COMPONENTS AND CLADDING DESIGN WIND PRESSURE *q (ULT)

140 MPH

II

B

N/A

59 PSF

PER PLAN

1' -

6"

3" BRICK AT PERIMETER TYP. AT PERIMETER COLUMNS

PER PLAN

CONC. COLUMN REINF. PER SCHEDULE

NOTE TOP OF PIER ELEVATION = 0' - 0" U.N.O

F.G.

10" LAP

2' - 6"

2' -

5"

1' -

6"

1' - 5 1/2"

(4), #5 E.W.

F2

0' - 0"

HOOK TYP.10"

F.G.

COLUMN DOWELS PER SCHEDULE

2' - 0"

2' -

4 3

/4"

1' -

7"

1' - 2"

(3), #5 E.W.

F1

-0' - 4 1/2"

3"

F.G.

COLUMN DOWELS PER SCHEDULE

1' -

6"

1' - 6"

F3

3' - 0"

3' -

0"

6

S-001

4" 10"

BRICK AT PERIMETER

TYP. #5 VERT. REINF.

4"

4" 2' - 4" 4"

F3

4" BRICK LEDGE

1' -

6"

COL. REINF. PER PLAN

REINF. PER SCHEDLE

TOP OF FOOTING0' - 0"

EXISTING FLOOR JOISTS

EXISTING FLOOR BEAM

SIMPSON STHD10 EMBEDDED IN CONCRETE WITH 24, 10d NAILS (FILL ALL HOLES)

PROVIDE ISOLATION MATERIAL BETWEEN WOOD BEAM AND CONCRETE PIER

PROJECT TITLE

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PROJECT NUMBER

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+1 813 282 7275

+1 813 282 9767

Tel:Fax:


Suite 700

Tampa

FL 33607

Tel:Fax:


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CONSULTANTS

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FOUNDATION PLAN

HISTORIC HOUSE

RELOCATION

INTERLACHEN, FL

JAI JAI MR

100056419



DISTRICT 2


S-001

FOUNDATION PLAN NOTES

1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS

FOR DEFINITION OF SYMBOLS, ABBREVIATIONS, AND OTHER INFORMATION

AND CRITERIA NOT SHOWN ON PLAN.

2. FOUNDATION SIZES INDICATED ARE BASED ON THE SUBSURFACE

RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER FOR THE

PROJECT. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL

INFORMATION.

3. VERIFY DIMENSIONS, ELEVATIONS, DEPRESSIONS, DRAIN LOCATIONS,

FINISHES AND LIMITS THEREOF, AND INFORMATION NOT EXPLICITLY

INDICATED ON STRUCTURAL DRAWINGS WITH THE DRAWINGS OF OTHER

DISCIPLINES PRIOR TO CONSTRUCTION.

4. COLUMN CENTERLINES SHALL COINCIDE WITH FOUNDATION CENTERLINES

UNLESS NOTED OTHERWISE ON PLAN, SECTIONS, AND DETAILS.

5. ALL REINFORCING IN FOUNDATION AND SLAB CORNERS, INTERSECTIONS,

TEES, AND CHANGES IN DIRECTION SHALL BE CONTINUOUS AND CORNER

REINFORCING SHALL BE PROVIDED AND LAPPED.

6 THE DESIGN FOR THE NEW FOUNDATION IS BASED ON THE LOCATION OF

THE EXISTING PIER FOUNDATIONS AND THE FIREPLACE FOUNDATION

WHICH MUST BE FIELD VERIFIED WHEN THE HOUSE IS RAISED ABOVE IT'S

EXISTING FOUNDATION. THE INTERIOR PIERS AND THE FIRE PLACE HAVE

BEEN LOCATED BASED ON SITE OBSERVATIONS FROM THE PERIMETER OF

THE EXTERIOR. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE

CONSTRUCTION OF THE NEW FOUNDATION.

SOIL PREPARATION

1 PREPARE SOIL IN ACCORDANCE WITH PROCEDURES AND SPECIFICATIONS

PROVIDED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC.,

FILE NUMBER 22-97-18-01, DATED MAY 4, 2018

2 REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.

3 REMOVE EXISTING TOP SOIL, FILL, PAVEMENT OR FOUNDATIONS FROM THE

BUILDING AREA AS REQ'D.

4 PROVIDE SOIL POISONING UNDER BUILDINGS FOR TERMITE PROTECTION.

5 REINFORCING SHALL BE SUPPORTED WITH METHODOLOGY APPROVED BY

ENGINEER

6 ALLOWBLE BEARING PRESSURE = 1,800 PSF

1/4" = 1'-0"1

FOUNDATION PLAN TO BECONSTRUCTED AT NEW SITE( SR 20 / N. FRANCIS ST. )

3/4" = 1'-0"2 TYP. COLUMN SECTION

CONCRETE COLUMN SCHEDULE

MARK SIZE REINF. CONC. STRENGTH

C1 10"x14" (3), #5 VERT 3000 PSI

C2 10"x17.5" (3), #5 VERT 3000 PSI

C3 PER PLAN PER PLAN 3000 PSI

FOUNDATION SCHEDULE

TYPE SIZE THICKNESS REINF.

F1 24"X24" 18" (3), #5 E.W.

F2 18"X30" 18" (4), #5 E.W.

F3 36"X36" 18" (4), #5 E.W.

F4 36"X60" 12" #5 BOTT @ 6" O.C. E.W.

3/4" = 1'-0"4 SECTION AT E-53/4" = 1'-0"3 SECTION AT F-8

3/4" = 1'-0"5 PLAN VIEW AT H-2

8ISOMETRIC

3/4" = 1'-0"6 SECTION AT H-2

3/4" = 1'-0"7 SECTION AT FRAMING CONN.

40

THE ARCHITECT'S DOCUMENTS ONLY REPRESENT INFORMATION SUFFICIENT FOR THE CONTRACTOR TO BEGIN "THE CONTRACTOR'S REQUIRED WORK," WHICH INCLUDES THE PREPARATION OF DETAILED CONSTRUCTION DOCUMENTS, MORE COMMONLY KNOWN AS SHOP DRAWINGS AND SUBMITTALS, COORDINATION DRAWINGS, AND ALTERNATE SKETCHES, ALL OF WHICH SET OUT THE SPECIFIC AND FINAL DETAILS REQUIRED FOR PROCURING AND PLACING THE FINISHED WORK. BY CONTRAST, DRAWINGS BY ARCHITECTS MERELY REFLECT THE FINISHED DESIGN OF THE WORK.

IT IS IMPORTANT THAT ALL PARTIES UNDERSTAND THAT CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO BE A COMPLETE SET OF INSTRUCTIONS ON HOW TO CONSTRUCT A BUILDING. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SITE SAFETY PRECAUTIONS ARE CUSTOMARILY ASSIGNED AS RESPONSIBILITIES OF THE CONTRACTOR TO GIVE THE CONTRACTOR FULL LATITUDE IN PREPARING BIDS AND CARRYING OUT THE CONSTRUCTION PHASE.

THE PURPOSE OF THE DIMENSIONS GIVEN IN THE ARCHITECT'S DRAWINGS IS TO DEFINE THE LIMITS OF AND PROVIDE GUIDANCE FOR PLACEMENT OF THE ELEMENTS OF THE WORK.

DESIGN PROFESSIONAL'S NOTES

NORTH

TRUE

NORTH

PLAN

1. FOUNDATION PIERS, FIREPLACE FOUNDATION AND OVERALL BUILDINGFOUNDATION DIMENSIONS ARE SHOWN FOR REFERENCE PURPOSES. ALLEXISTING DIMENSION ARE TO BE FIELD VERIFIED AS REQUIRED.

2. THE FOUNDATION GRID LINES ARE BASED ON THE CENTERLINE OF THEEXISTING BRICK PIER FOUNDATIONS.

GENERAL NOTES: EXISTING FOUNDATION

EXISTING FRONT PORCH

EXISTING PARTIALLY ENCLOSED REAR PORCH

EXISTING METAL ROOFING

EXISTING CHIMNEY

EXISTING ROOF ACCESS

EXISTING ROOF DORMER

EXISTING ROOF DORMER

NOTE: THE DESIGN FOR THE NEW FOUNDATION IS BASED ON THE LOCATION OF THE EXISTING PIER FOUNDATIONS AND THE FIREPLACE FOUNDATION WHICH MUST BE FIELD VERIFIED WHEN THE HOUSE IS RAISED ABOVE ITS EXISTING FOUNDATION. THE INTERIOR PIERS AND THE FIRE PLACE HAVE BEEN LOCATED BASED ON SITE OBSERVATIONS FROM THE PERIMETER OF THE EXTERIOR. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE CONSTRUCTION OF THE NEW FOUNDATION.

8' -

4 1

/2"

29

' - 1

1"

7' -

8 1

/2"

27' - 10"

46

' -

0"

A B C

DA B C D E F G H J K

4" 2" 5' - 10" 2' - 9 1/2" 4' - 9 1/2" 4' - 2" 3' - 5" 5' - 10" 2" 6' - 0" 6"

8

6

7

5

4

3

2

1

7' -

6"

10

1/2

"7

' -

0 1

/4"

7' -

7 1

/4"

7' -

3 3

/4"

7' -

3 3

/4"

7' -

8 1

/2"

1. REFERENCE LINE FOR THE EDGE OF PORCH FRAMING BASED ON THEEXISTING CONDITIONS.

2. REFERENCE LINE FOR THE EDGE OF ENCLOSED PORCH FRAMING3. REFERENCE LINE FOR THE EDGE OF HOUSE FRAMING.4. EXISTING BRICK PIER FOUNDATION SYSTEM AT 440 ATLANTIC AVE.

KEY NOTES: EXISTING FOUNDATION

PROJECT TITLE

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DESIGNEDSCALE

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SHEET NUMBER

REVISION NO.


+1 813 282 7275

+1 813 282 9767

Tel:Fax:


Suite 700

Tampa

FL 33607

Tel:Fax:


DO NOT SCALE1 2 3 4

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ANSID22X34

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ATKINS DESIGN TEAM


CONSULTANTS

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EXISTING HOUSEREFERENCE

INFORMATION - 440ATLANTIC AVENUE

HISTORIC HOUSE

RELOCATION

INTERLACHEN, FL

MBV MBV DAK

100056419



DISTRICT 2


A-101

1/4" = 1'-0"1EXISTING ROOF PLAN - FORREFERENCE

1/4" = 1'-0"2 EXISTING FOUNDATION PLAN

A EXISTING CONDITIONS B EXISTING CONDITIONS C EXISTING CONDITIONS D EXISTING CONDITIONS

2

2

1

1 1

1

3

33

3

2

1

4 4 4 4 4

44 4 4 4 4

4 4 4 4 4

44444

4 4 4 4 4

44444

4 4 4 4

1 2

41

1

2

3

4

5

6

7

8

A C E G J KB D F H

6

A-10327' - 10"

3

A-103

5

A-103

4

A-103

2

A-103

7' -

8 1

/2"

29

' - 1

1"

8' -

4 1

/2"

46

' -

0"

4" 2" 5' - 10" 2' - 9 1/2" 4' - 9 1/2" 4' - 2" 3' - 5" 5' - 10" 2" 6' - 0"

1. OVERALL DIMENSION ARE TO BE FIELD VERIFIED FROM EXISTING FOUNDATION.2. THE ROOF PLAN IS SHOWN FOR REFERENCE PURPOSES ONLY.3. ALL FOUNDATION PIERS ARE TO BE CAST IN PLACE CONCRETE, REFER TO

STRUCTURAL DRAWINGS, S-001.4. ALL FOUNDATION PIERS ON THE EXTERIOR PERIMETER WILL BE CLAD IN NEW

APPROVED BRICK. NEW BRICKS TO BE MODULAR SIZE, CONFORMING TO ASTMC216, MIN. GRADE, FBS TYPE, COLOR AS SELECTED BY ARCHITECT, SET INMASONRY CEMENT MORTAR CONFORMING TO ASTM C270, TYPE N, LAID INRUNNING BOND, FULLY BEDDED IN MORTAR, COURSED LEVEL WITH 1/4"TOLERANCE IN ALL DIRECTIONS.

5. THE HEIGHT/ DEPTH OF ALL FOUNDATION PIERS ON THE EXTERIOR PERIMETERTHAT RECEIVE THE NEW APPROVED BRICK ARE TO BE BUILT BASED ON THEVERTICAL COURSING DIMENSIONS OF THE NEW BRICK.

6. USE SALVAGED BRICK FROM THE ORIGINAL FOUNDATIONS OR APPROVED EQUALFOR RECONSTRUCTION OF THE FIREPLACE ONLY, AS NEEDED.

7. PIERS ARE TO BE LOCATED UNDER EXISTING BEAMS AND PROVIDE THE SAMELOADING LOCATIONS AS THE ORIGINAL FOUNDATION PIERS.

8. FINISH GRADE FOR ALL AREAS TO DIRECT WATER AWAY FROM THE NEW HOUSEFOUNDATIONS.

9. REFER TO THE STRUCTURAL DRAWINGS FOR THE NEW PIER FOUNDATIONSYSTEM.

10. PROVIDE EVERYTHING REQUIRED TO COMPLETE THE BRICK MASONRY AS SHOWNIN THE DRAWINGS HEREIN.

11. THE FOUNDATION GRID LINES ARE BASED ON THE CENTERLINE OF THE EXISTINGBRICK PIER FOUNDATIONS.

GENERAL NOTES: NEW FOUNDATION

NORTH

TRUE

NORTH

PLAN

1. NEW CAST IN PLACE CONCRETE FOUNDATION PIERS FOR HOUSE AT THESR-20 / FRANCIS STREET RELOCATION SITE. REFER TO NOTES ON 2/A-101AND STRUCTURAL DRAWINGS, S-001.

2. NEW CAST IN PLACE CONCRETE FOUNDATION PIERS FOR FRONT ANDREAR PORCHES AT THE SR-20 / FRANCIS STREET RELOCATION SITE.REFER TO NOTES ON 2/A-101 AND STRUCTURAL DRAWINGS, S-001.

3. NEW CAST IN PLACE CONCRETE FOUNDATION PIERS AT THE SR-20 /FRANCIS STREET RELOCATION SITE WITH NEW APPROVED BRICK SIMILARIN STYLE TO THE ORIGINAL FOUNDATION PIERS OR APPROVED EQUAL.

4. NEW CAST IN PLACE CONCRETE FOUNDATION PIERS FOR THE PORCH ATTHE SR-20 / FRANCIS STREET RELOCATION SITE WITH NEW APPROVEDBRICK SIMILAR IN STYLE TO THE ORIGINAL FOUNDATION PIERS ORAPPROVED EQUAL.

5. NEW CAST IN PLACE CONCRETE FIREPLACE FOUNDATION FOOTING.REFER TO NOTE ON 2/A-101 AND STRUCTURAL DRAWINGS, S-001.

6. REFERENCE LINE FOR THE EDGE OF PORCH FRAMING BASED ON THEEXISTING CONDITIONS.

7. REFERENCE LINE FOR THE EDGE OF ENCLOSED PORCH FRAMING8. REFERENCE LINE FOR THE EDGE OF HOUSE FRAMING.

KEY NOTES: NEW FOUNDATION

NORTH

TRUE

NORTH

PLAN

E

FG

H

SR 20

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ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.


+1 813 282 7275

+1 813 282 9767

Tel:Fax:


Suite 700

Tampa

FL 33607

Tel:Fax:


DO NOT SCALE1 2 3 4

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ATKINS DESIGN TEAM


CONSULTANTS

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FOUNDATION PLAN -AT RELOCATION

SITE - SR-20 /FRANCIS STREET

HISTORIC HOUSE

RELOCATION

INTERLACHEN, FL

MBV MBV DAK

100056419



DISTRICT 2


A-102

1/4" = 1'-0"1

NEW ROOF PLAN ATPROPOSED RELOCATION SITE -FOR REFERENCE

1/4" = 1'-0"2NEW FOUNDATION PLAN ATPROPOSED RELOCATION SITE

E PROPOSED SITE DRIVEWAY F LOOKING NORTH G PROPOSED SITE HOUSE LOCATION H PROPOSED MOVEMENT PATH FOR HOUSE RELOCATION

12121

1 1 1

11

1 1 1

1 2 1 2 1

3 3

3

3

3 3

33

3 3

4 4 4 4

4 4 4 4

6

7

6

6 6

6

8

88

8

5

4

4

7

7

6 7

42

TOP OF PORCHFOOTINGS

94' - 11"

TOP OF MAINFOOTINGS95' - 3 1/2"

FRONT PORCH REAR PORCH

F.V

.

2' -

5 3

/4"

F.V

.

2' -

7 1

/4"

F.V

.

1' -

7 3

/4"

F.V

.

2' -

10

1/4

"

4 1

/2"

F.V

.

11

1/4

"

F.V

.

1' -

10

1/2

"

F.V

.

2' -

5"

F.V

.

2' -

1 7

/8"94' - 0"

EXISTING HOUSE FRAMING

GALV. FLASHING TERMITE SHIELD OVER 30# TAR PAPER

NEW CONCRETE PIER, REFERENCE STRUCTURAL

EMBEDDED STEEL STRAP TIE DOWN,REFERENCE STRUCTURAL

NEW CONCRETE FOOTING, REFERENCE STRUCTURAL

EXISTING REAR PORCH FRAMING

2' -

7"

FIE

LD

VE

RIF

Y

RE

Q'D

HT

GALV. FLASHING TERMITE SHIELD OVER 30# TAR PAPER - TO BE CONSTRUCTED BY OTHERS


EMBEDDED STEEL STRAP TIE DOWN,REFERENCE STRUCTURAL - TO BE CONSTRUCTED BY OTHERS


NEW PORCH FRAMING - TO BE CONSTRUCTED BY OTHERS

NEW APPROVED BRICK WITH TIES AT EVERY OTHER BLOCK ROW 1

0 1

/8"

F.V

.R

EQ

'D H

T

PORCH COLUMN - TO BE CONSTRUCTED BY OTHERS





EXISTING HOUSE FRAMING

NEW APPROVED BRICK WITH TIES AT EVERY OTHER BLOCK ROW

2' -

1 7

/8"

2' -

1 7

/8"

F.V

.R

EQ

'D H

T





EXISTING REAR PORCH FRAMING

NEW APPROVED BRICK WITH TIES AT EVERY OTHER BLOCK ROW

2' -

4 5

/8"

F.V

.R

EQ

'D H

T

EXISTING PORCH COLUMN

THE REFERENCED SURVEY, 1/A-103, INDICATES THE RELOCATED HOUSES PROPOSED LOCATION ON THE SR-20 / FRANCIS STREET SITE AND HAS BEEN PROVIDED FOR AN INFORMATION ONLY REFERENCE.

ALL INFORMATION RELATED TO THE NEW SITE WILL NEED TO BE FIELD VERIFIED. THE EXISTING ELEVATION CONTOURS MAY VARY FROM THE INFORMATION PROVIDED ON THE REFERENCED SURVEY.

THE ELEVATION CONTOURS HAVE BEEN PROVIDED FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT MAPS. FIELD VERIFICATION WILL BE REQUIRED.

FDOT DISTRICT 2 WILL STAKE THE NEW LOCATION OF THE HOUSE ON THE RELOCATION SITE AT SR-20 / FRANCIS STREET PRIOR TO THE MOVE.

GENERAL NOTES: REFERENCED SITE PLAN

PROJECT TITLE

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01

1/2

1/4

34

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DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.


+1 813 282 7275

+1 813 282 9767

Tel:Fax:


Suite 700

Tampa

FL 33607

Tel:Fax:


DO NOT SCALE1 2 3 4

D

C

B

A

ANSID22X34

5

ATKINS DESIGN TEAM


CONSULTANTS

As indicated

P:\

100

056

419

- S

R 2

0 -

His

toric H

ou

se M

ove

\04

_C

AD

-BIM

\01_R

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\10

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641

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DO

T_S

R 2

0_H

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ric_H

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e_R

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-A18_201

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0/2

018 4

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FOUNDATIONSECTION, DETAILSAND REFERENCED

SITE PLAN

HISTORIC HOUSE

RELOCATION

INTERLACHEN, FL

MBV MBV DAK

100056419



DISTRICT 2


A-103

1/2" = 1'-0"6

SECTION ELEVATION OF NEWFOUNDATION FOR PROPOSEDLOCATION

3/4" = 1'-0"3CONCRETE PIER - EDGE OFHOUSE AT REAR PORCH

3/4" = 1'-0"5BRICK PIER - EDGE OF FRONTPORCH

3/4" = 1'-0"4 BRICK PIER - SIDES OF HOUSE3/4" = 1'-0"2BRICK PIER - EDGE OF REARPORCH

1 REFERENCED SITE PLAN - FOR INFORMATION ONLY

NOT TO SCALE

NOTE: THE HEIGHT/ DEPTH OF ALL FOUNDATION PIERS ON THE EXTERIOR PERIMETER THAT RECEIVE THE NEW APPROVED BRICK ARE TO BE BUILT BASED ON THE VERTICAL COURSING DIMENSIONS OF THE NEW BRICK.

43

PROJECT GENERAL NOTES clg. ceiling cu condensing unit dia. diameter ea. each e.d. existing door e.g....

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Transcript of PROJECT GENERAL NOTES clg. ceiling cu condensing unit dia. diameter ea. each e.d. existing door e.g....