delburg mill house addition and...

Delburg Mill HouseAddition and Renovation303 Delburg StreetDavidson, North Carolina 28036

CONTACTS DRAWING INDEXEDWIN BOULDIN ARCHITECT, P.A.

747 Summit StreetWinston-Salem, North Carolina [email protected]

CB2 STRUCTURAL ENGINEERS10253 North NC HWY 109, Suite CWinston-Salem, North Carolina [email protected]

McKNIGHT-SMITH-WARD-GRIFFINENGINEERS, INCORPORATED

4223 South BoulevardCharlotte, North Carolina [email protected]

Architectural DrawingsA100 General Notes Site Plan Door & Door Frame ScheduleA101 Finish ScheduleA200 Foundation and First Floor Framing PlanA201 Demolition Plan New Floor PlanA202 Roof Demolition Plan New Roof PlanA203 Roof Framing PlanA300 Enlarged Floor Plan DetailsA301 Screen Porch DetailsA400 Exterior ElevationsA410 Enlarged ElevationA500 Building Section Wall SectionA501 Building Section Wall SectionA502 Building Section Wall SectionA503 Wall SectionsA504 Wall Section DetailsA505 Wall Section Details

CONSTRUCTION DOCUMENTS MARCH 23, 2016REVIEW SET

A100

EDWINBOULDIN ARCHITECT PA747 SUMMIT STREETWINSTON-SALEM, NC 27101336.725.5386

As instruments of these drawings and the designs represented are theproperty of Edwin Bouldin Architect PA. Reproduction or use of thesedrawings other than for the project intended without written consentfrom the architect is prohibited. Unauthorized use will be subject tolegal action.

Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:

Construction Documents

Sheet Title:

Delburg Mill HouseAddition and Renovations303 Delburg StreetDavidson, North Carolina 28036

Pricing DocumentNot For Construction

DELBURG STREET

WAT

SON

STRE

ET

EIP

EIP

EIP

GRAVELDRIVE

S19

°58'4

0W

112.0

3'

N87°41'50E63.34'

8' S

ETBA

CK

N78°58'50W44.54'

N05

°01'0

0E

107.3

8'

7' S

IDE

YARD

SET

BAC

K

20' REAR YARD SETBACK

LOT 380.157 ACRES

POWERPOLE

SIP

RIGHT OF WAY

RIGHT

OF

WAY

NORTH

NEW

FEN

CE

GENERAL CONSTRUCTION NOTES:

28.

17.

18.

27.

19.

20.

21.

22.

11.

23.

24.16.

FILL VOIDS AROUND UNIT WITH INSULATION. DO NOTOVERFILL CAUSING UNIT TO BOW.

THE CONTRACTOR SHALL INFORM THE DESIGNER, IN WRITING, OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.CONTRACTOR SHALL NOT BE RELIEVED OF THERESPONSIBILITY FOR SUCH DEVIATION BY VIRTUE OF THEDESIGNER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA,ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLYINFORMED THE DESIGNER OF SUCH DEVIATION AT TIME OFSUBMISSION, AND THE DESIGNER HAS GIVEN WRITTENAPPROVAL FOR THE SPECIFIC DEVIATION.

26.

PROVIDE A PRIMARY AND SECONDARY AIR AND WATER SEALAROUND THE PERIMETER OF THE UNIT. USE BACKER RODAND SEALANT AT BOTH THE INTERIOR AND EXTERIOR EDGEOF FRAME.

IN FIN INSTALLATION USE A PRIMARY SEAL TO SEAL THE UNIT TO THE EXTERIOR FINISH MATERIAL. USE A SECONDARYSEAL TO PROVIDE A CONTINUOUS BEAD OF SEALANTBEHIND THE INSTALLATION FIN BEFORE SETTING THE UNIT IN PLACE OR SEAL FIN WITH WATERPROOF TAPE.

3.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONSPRIOR TO ORDERING MATERIALS OR PROCEEDING WITH NEWWORK IN AREAS AFFECTED BY EXISTING CONDITIONS. THEDESIGNER SHALL BE INFORMED IN WRITING OF CONFLICTSBETWEEN EXISTING AND PROPOSED NEW CONSTRUCTION.

12.

SAFETY NOTES:

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNITUPON COMPLETION, AND ANY TEMPORARY BRACING ORSUPPORT REQUIRED TO ACCOMMODATE THECONTRACTOR'S MEANS AND METHODS ARE THERESPONSIBILITY OF THE CONTRACTOR.

10.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THEPROTECTION OF PERSONS AND PROPERTY EITHER ON ORADJACENT TO THE PROJECT AND SHALL PROTECT SAMEAGAINST INJURY, DAMAGE, OR LOSS.

THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THEAMOUNT OF CONSTRUCTION LOAD IMPOSED ON THESTRUCTURE. SUCH LOADS SHALL NOT EXCEED THECAPACITY OF THE STRUCTURE AT ANY TIME.

BACKERBOARD INSTALLATION INSTRUCTIONS:

1. ALL DIMENSIONS ARE TO THE FACE OF MASONRY OR FACEOF STUD UNLESS NOTED OTHERWISE.

2.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING,FURNISHING, ERECTING, AND REMOVING ANY SHORING ANDBRACING REQUIRED DURING CONSTRUCTION, INCLUDINGBRACING REQUIRED FOR SIDES OF EXCAVATIONS DURINGFOUNDATION CONSTRUCTION.

NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION ORLOCATION SHALL BE MADE IN ANY STRUCTURAL ELEMENTSWITHOUT WRITTEN APPROVAL OF THE DESIGNER.

ALL CONDUIT AND PIPING SHALL BE CONCEALED AND SHALLNOT BE RUN EXPOSED. ANY CONDUIT OR PIPING LEFTEXPOSED SHALL BE MOVED AND HIDDENED WITH THEFINISHES AT THE EXPENSE OF THE GENERAL CONTRACTOR.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETYREGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TOALL WORK ON THIS PROJECT. SAFETY REGULATIONS SHALLBE FOLLOWED STRICTLY.

SHIM UNITS IN THE OPENING PLUMB LEVEL AND SQUARE.

CONTRACTOR SHALL PROVIDE TEMPORARY BRACING ASREQUIRED TO TEMPORARILY BRACE AND SUPPORT WALLSDURING CONSTRUCTION PRIOR TO ERECTION OF PERMANENT STRUCTURAL MEMBERS WHICH WILL SERVE AS PERMANENTBRACING FOR WALLS.

8.

25.

DO NOT BACKFILL AGAINST RETAINING WALLS UNTILCONCRETE HAS REACHED ITS REQUIRED COMPRESSIVESTRENGTH. USE MECHANICAL HAND-TAMPERS FORCOMPACTING BACKFILL AGAINST WALLS.

1.

2.

1.

PROVIDE BLOCKING IN WALLS FOR ALL WALL HUNG ITEMSSUCH AS CABINETRY, TOILET ACCESSORIES, CHALKBOARDS, WHITEBOARDS, DIRECTORIES AND TACKBOARDS.

COVER THE TAPE - WITH A SECOND APPLICATION OFTHIN-SET. USE THE FLAT EDGE OF THE TROWEL TO SPREADAND FEATHER THE MORTAR FOR A PERFECTLY FLAT SURFACE.

ALL DIMENSIONS TO WINDOWS AND DOORS LOCATED INMASONRY WALLS ARE TO THE MASONRY OPENING. ALLDIMENSIONS TO WINDOWS AND DOORS IN METAL OR WOOD STUD WALLS ARE TO THE CENTERLINE OF THE OPENINGUNLESS NOTED OTHERWISE.

GAP AT WALLS - LEAVE A 1/4" GAP BETWEEN THE PANELEDGES AND THE WALL.

APPLY FIBERGLASS TAPE - TO THE JOINTS WHERE ONE ORBOTH EDGES ARE SQUARE CUT. EMBED THE TAPE FIRMLY INTHE WET THIN-SET.

2.

WHERE CONSTRUCTION TOLERANCES ALLOW FORVARIATIONS IN LOCATION, SIZE, ETC. OF STRUCTURALELEMENTS, IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO PROVIDE ALL MATERIALS AND LABORNECESSARY TO MODIFY CONNECTION ELEMENTS ASREQUIRED TO PROVIDE A FINISHED PRODUCT WHICH IS INACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGSAND SPECIFICATIONS. ANY SUCH MODIFICATIONSREQUIRED SHALL BE REVIEWED AND APPROVED BY THEDESIGNER PRIOR TO EXECUTION.

THE DESIGNER SHALL BE NOTIFIED AT THE PROPER TIMEWHEN ITEMS ARE READY FOR FIELD REVIEW. SUFFICIENTNOTICE SHALL BE GIVEN TO ALLOW SCHEDULING OF THEFIELD REVIEW.

ROUNDED PANEL EDGES - REQUIRE NO TAPE REINFORCING.SIMPLY FILL THE JOINTS WITH THIN-SET WHERE BOTH PANELEDGES ARE UNCUT.

9. REFER TO WINDOW AND DOOR DETAILS FOR WINDOWS ANDDOORS.

FOR FIRE EXTINGUISHER CABINET (FEC), MOUNTING HEIGHTSAND DETAILS THE FIRE EXTINGUISHER CABINET (FEC) DETAIL.FIRE EXTINGUISHER CABINETS ARE TO BE PLACED SUCH THATTHEY DO NOT INTERFERE WITH REACHING ACCESS TO OTHERWALL DEVICES SUCH AS LIGHT SWITCHES, THERMOSTATS,OUTLETS, ETC.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXACT SIZE AND LOCATION OF ALLFLOOR AND ROOF PENETRATIONS WITH MECHANICAL,PLUMBING, AND ELECTRICAL CONTRACTOR'S WORK. ANYCONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TOPROCEEDING. THE GENERAL CONTRACTOR SHALL PROVIDEAND COORDINATE THE PREPARATION OF COORDINATIONDRAWINGS FOR ALL TRADES. SEE SPECIFICATION.

DEMOLITION WHERE REQUIRED SHALL BE CARRIED OUTWITHOUT UNNECESSARILY DAMAGING MATERIAL NOT PARTOF THE DEMOLITION. WHERE DEMOLITION OCCURS,BUILDING ELEMENTS SHALL BE RENOVATED WITH PATCHINGOR REWORKING AS REQUIRED TO PROVIDE FINISHEDSURFACES, EDGES, TRIM OR OTHER ELEMENT CONSISTENTWITH THE EXISTING ADJACENT MATERIAL TYPE, FINISH, ANDTEXTURE.

NEW STORAGE ROOMS SHALL HAVE BUILT IN SHELVINGUNLESS NO SHELF LINES ARE SHOWN ON THE PLAN FOR THESPACE.

ALL NEW WOOD DOORS AND HOLLOW METAL DOORS ANDFRAMES SHALL BE PAINTED. ALL EXISTING DOORS SHALL BEPREPPED AND PAINTED.

ALL CMU BLOCK AND BRICK DIMENSIONS ARE SET TOCOURSING. AT PREINSTALLATION MEETING, ARCHITECTSHALL BE INFORMED BEFORE MASONRY WORK BEGINS IFTHERE ARE AREAS WHERE BRICK OR BLOCK DO NOTCOURSE.

13.

14.

15.

WINDOW INSTALLATION NOTES:

6. IN MASONRY, THRU-WALL CAVITY FLASHING WITH WEEPRECOMMENDED AT HEAD AND SILL.

3. ALL DIMENSIONS TO ITEMS SUCH AS EXPANSION JOINTS,CONTROL JOINT, DOWNSPOUTS AND SCUPPERS ARE TO THE CENTERLINE.

4. SEAL WALL CAVITY AROUND PERIMETER OF UNIT.

5.

4.

CLIPS MUST BE ATTACHED TO WALL FRAMING WITHANCHORS ADEQUATE FOR DESIGN PRESSURE SPECIFIED.WALL FRAMING AROUND WINDOW OPENING MUST ALSO BEADEQUATE TO WITHSTAND WIND LOADS TRANSFERRED FROM WINDOW COMPOSITE.

REFER TO THE WALL SECTIONS FOR THE CONSTRUCTION OF ALL TYPICAL EXTERIOR WALLS.

5.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS ANDMETHODS OF CONSTRUCTION, AND ERECTION OFSTRUCTURAL MATERIALS IN ACCORDANCE WITH THEDRAWINGS AND SPECIFICATIONS.

ALL BATHROOMS SHALL RECEIVE WATER RESISTANT GYPSUM BOARD ON WALLS AND CEILINGS UNLESSNOTED/SCHEDULED OTHERWISE.

6. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTUREABOVE. ALL METAL STUD PARTITION TYPES SHALL BEANCHORED TO DECK ABOVE PER "DOUBLE TRACK SLIP JOINTDETAIL. ALL CMU PARTITIONS AND BEARING WALLS SHALL BE GROUTED AT METAL DECK VOIDS.

ALIGN CENTERLINES OF ELECTRICAL, MECHANICAL ORPLUMBING DEVICES WITH ARCHITECTURAL FEATURES WHEREPOSSIBLE. ARCHITECT TO VERIFY LOCATIONS OF ALLDEVICES BEFORE PERMANENT PLACEMENT.

7. SEE PARTITION TYPES FOR WALL RATING INFORMATION.

1.

2.

USE BACKERBOARD SCREWS - 1 1/2" SCREWS FOR 1/2"BOARD. DO NOT USE ORDINARY DRYWALL SCREWS.

3.

GAP AT EDGES - SPACE THE PANEL EDGES ABOUT 1/8" WITH16d COMMON NAILS.

AROUND THE PERIMETER - DRIVE SCREWS EVERY 4" SPACED1/2" FROM PANEL EDGES.

4.

AT THE CORNERS - KEEP THE SCREWS 2" FROM THEINTERSECTION.

5.

IN THE CENTER - SPACE THE SCREWS 6" ON-CENTER IN BOTHDIRECTIONS.

6.

FILL THE JOINTS - WITH THIN-SET USING A MARGIN TROWEL.SPREAD AND SMOOTH THE MIXTURE 1 1/2" ON BOTH SIDESOF THE JOINT.

7.

8.

9.

10.

DOOR NUMBER DOOR INFORMATION FRAME INFORMATION DETAILS100A WIDTH 3'-0" MATERIAL HEAD

HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Solid Core WoodTYPE Six Panel

DOOR NUMBER DOOR INFORMATION FRAME INFORMATION DETAILS100B WIDTH 3'-0" MATERIAL HEAD


DOOR NUMBER DOOR INFORMATION FRAME INFORMATION DETAILS101A WIDTH PR 1'-5" MATERIAL HEAD

HEIGHT 6'8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Three Panel


HEIGHT 6'-8" TYPE JAMBTHICKNESS NOTES THRESHOLDMATERIALTYPE Cased Opening


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Six Panel


HEIGHT 6'-*' TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Six Panel

DOOR NUMBER DOOR INFORMATION FRAME INFORMATION DETAILS106A WIDTH PR 2'-0" MATERIAL HEAD

HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Six Panel Sliding


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Three Panel


HEIGHT 6'-8" TYPE JAMBTHICKNESS NOTES THRESHOLDMATERIALTYPE Cased Opening


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL WoodTYPE Screened Door


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL WoodTYPE Screened Door


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL WoodTYPE Six Panel

DOOR NUMBER DOOR INFORMATION FRAME INFORMATION DETAILS111A WIDTH 3'-0 MATERIAL HEAD

HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL WoodTYPE French








HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Six Panel Pocket


HEIGHT 6'-8" TYPE JAMBTHICKNESS 13/4" NOTES THRESHOLDMATERIAL Molded WoodTYPE Six Panel Wood


HEIGHT 6'-0" TYPE JAMBTHICKNESS NOTES THRESHOLDMATERIAL Metal/GlassTYPE Gl Shower Door

SCALE: 1/16" = 1'-0" 01Site Plan

SCALE: 3" = 1'-0" 02General Notes

A101



Sheet Number:

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ROOM NAME WALL BASEBEDROOM MATERIAL EXIST BEADBOARD MATERIAL EXISTING WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER100 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRemove carpet and FLOOR CEILINGrefinish wood floor. MATERIAL EXIST WOOD HEIGHTRemove coating from FINISH STAIN MATERIAL EXISTexisting beadboard. MANUFACTURER MANUFACTURER

COLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASECLOSET MATERIAL EXIST BEADBOARD MATERIAL EXIST WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER101 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRemove carpet and FLOOR CEILINGrefinish wood floor. MATERIAL EXIST WOOD HEIGHTRemove coating from FINISH STAIN MATERIALexisting beadboard. MANUFACTURER MANUFACTURER


DETAIL NUMBER

ROOM NAME WALL BASEENTRY MATERIAL EXIST BEADBOARD MATERIAL WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER102 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRemove coating from FLOOR CEILINGexisting beadboard. MATERIAL EXIST WOOD HEIGHTRemove carpet and FINISH STAIN MATERIALrefinish exist wood fl. MANUFACTURER MANUFACTURER


DETAIL NUMBER

ROOM NAME WALL BASELIVING ROOM MATERIAL EXIST BEADBOARD MATERIAL EXIST WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER103 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRefinish exist wood fl. FLOOR CEILING

MATERIAL EXIST WOOD HEIGHTFINISH STAIN MATERIALMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEHALLWAY MATERIAL EXIST MATERIAL WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER104 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRefinish exist wood fl. FLOOR CEILING

MATERIAL EXIST WOOD HEIGHTFINISH STAIN MATERIALMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEBATH MATERIAL GYPSUM WALLBOARD MATERIAL TILE

FINISH PAINT FINISHROOM NUMBER MANUFACTURER MANUFACTURER105 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERWallboard to be FLOOR CEILINGmoisture resistant. MATERIAL TILE HEIGHT 8'-0"Tile at tub install to clg FINISH SLIP RESISTANT MATERIAL GYPSUM WALLBOARDon backerboard. MANUFACTURER MANUFACTURER


DETAIL NUMBER

ROOM NAME WALL BASECLOSET MATERIAL GYPSUM WALLBOARD MATERIAL TILE

FINISH PAINT FINISHROOM NUMBER MANUFACTURER MANUFACTURER106 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBER

FLOOR CEILINGMATERIAL TILE HEIGHT 8'-0"FINISH MATERIAL GYPSUM WALLBOARDMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEPANTRY MATERIAL GYPSM WALLBOARD MATERIAL WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER107 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBER

FLOOR CEILINGMATERIAL WOOD HEIGHT 8'-0"FINISH STAIN MATERIAL GYPSUM WALLBOARDMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEKITCHEN MATERIAL EXIST BEADBOARD MATERIAL WOOD

FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER108 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRefinish existing wood FLOOR CEILINGfloor and patch as MATERIAL EXIST WOOD HEIGHT 8'-0"required. FINISH STAIN MATERIALTile backsplash at the MANUFACTURER MANUFACTURERcounters. COLOR COLORAllowance for cabinets, DETAIL NUMBER FINISH PAINTcounter and hardware. DETAIL NUMBER

ROOM NAME WALL BASESCREEN ENTRY MATERIAL CEMENTITIOUS WALLBOARD MATERIAL WOODPORCH FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER109 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBER

FLOOR CEILINGMATERIAL PRESSURE TREATED WOOD HEIGHT 8'-0"FINISH STAIN MATERIAL CEMENTITIOUS WALLBOARDMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEMUD ROOM MATERIAL GYPSUM WALLBOARD MATERIAL WOOD


FLOOR CEILINGMATERIAL TILE HEIGHT 8'-0"FINISH Slip resistant matte finish MATERIAL GYPSUM WALLBOARDMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

ROOM NAME WALL BASEDINING ROOM/ MATERIAL GYPSUM WALLBOARD MATERIAL WOODSTUDY FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER111 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBER


DETAIL NUMBER

ROOM NAME WALL BASEREAR DECK MATERIAL MATERIAL

FINISH FINISHROOM NUMBER MANUFACTURER MANUFACTURER112 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERRailing to be painted. FLOOR CEILING

MATERIAL PRESSURE TREATED WOOD HEIGHTFINISH STAIN MATERIALMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH

DETAIL NUMBER

ROOM NAME WALL BASECLOSET MATERIAL GYPSUM WALLBOARD MATERIAL WOOD


FLOOR CEILINGMATERIAL WOOD HEIGHT 8'-0"FINISH STAIN MATERIALMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH GYPSUM WALLBOARD

DETAIL NUMBER

ROOM NAME WALL BASEMASTER MATERIAL GYPSUM WALLBOARD MATERIAL WOODBEDROOM FINISH PAINT FINISH PAINTROOM NUMBER MANUFACTURER MANUFACTURER114 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBER

FLOOR CEILINGMATERIAL WOOD HEIGHT 8'-0"FINISH STAIN MATERIAL GYPSUM WALLBOARDMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH

DETAIL NUMBER

ROOM NAME WALL BASECLOSET MATERIAL GYPSUM WALLBOARD MATERIAL WOOD



DETAIL NUMBER

ROOM NAME WALL BASEMASTER BATH MATERIAL GYPSUM WALLBOARD MATERIAL TILE

FINISH PAINT FINISH Slip resistant, matteROOM NUMBER MANUFACTURER MANUFACTURER116 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERGypsum wallboard to FLOOR CEILINGbe mositure resistant. MATERIAL TILE HEIGHT 8'-0"Shower to be tile with FINISH SLIP-RESISTANT MATERIAL GYPSUM WALLBOARDterrazzo receptor. Tile MANUFACTURER MANUFACTURERon backerboard. COLOR COLOR

DETAIL NUMBER FINISH PAINTDETAIL NUMBER

ROOM NAME WALL BASEFRONT PORCH MATERIAL EXIST WOOD SIDING MATERIAL NONE

FINISH PAINT FINISHROOM NUMBER MANUFACTURER MANUFACTURER117 COLOR COLORREMARKS DETAIL NUMBER DETAIL NUMBERNew railings and posts FLOOR CEILINGto be painted. MATERIAL PRESSURE TREATED WOOD HEIGHT EXIST

FINISH STAIN MATERIAL EXIST WOODMANUFACTURER MANUFACTURERCOLOR COLORDETAIL NUMBER FINISH PAINT

DETAIL NUMBER

SEAL22921

NO

RTH CA ROLINA

CHA

RLES

LE ROYBOW

MAN

IIPROFESSIONA

L

E NG I N E ER

CB2CB2 STRUCTURAL ENGINEERS, PLLC

10253 North Nc Hwy 109, suite cWINSTON SALEM, N.C. 27107

PHONE (336) 769-9808FAX (336) 769-9808

FIRM LICENSE NUMBER p-0359

A200



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Not For Construction

33'-9

1/2

" F.V

.7'-3

1/2

"6'-8

"6'-8

"6'-8

"6

'-6" F

.V.

31'-4"7'-10" 7'-10" 7'-10" 7'-10" 17'-8"

25'-4"7'-4" F.V.

14'

2'-1

1/2

"

8" 24' 8"

17'4'

3'-11" 3'-11" 3'-8" 4'-2"3'-11"3'-11"3'-8"4'-2"

12'-4" 8"

EQUAL

EQUAL

41'-8"16'-4"

16'-6

"7'

9'-6

"

4'

4'

8' 4'-4"5'-4"

G1 NEWREPLACE MAKESHIFTGIRDER LINE WITHNEW PIERS ANDGIRDER

E1 EXISTINGREPLACE EXISTINGPIERS WITH NEWPIERS AND ADDADDITIONAL PIERS

G2 NEWNEW PIERS ANDGIRDER

(3) 2x8

(3) 2x8

G3(3) 2x8 AS NEEDED

EXISTINGNEW PIERS ANDGIRDER AS NEEDED

REPLACE DECK ANDMEMBERS AS

NEEDED


NEEDED


NEEDED


NEEDED

G4

(3) 2x1

0

G5

(3) 2x1

0

2x1

0 @

16" O

.C.

2x1

0 @

16" O

.C.

J4 J4

J5

BLOCKING

SIMPSONLUS210, TYPICAL

FLOOR FRAMING LISTINGGIRDER G1 (3) 2x8GIRDER G2 (3) 2x8GIRDER G3 (3) 2x8GIRDER G4 (3) 2x10GIRDER G5 (3) 2x10EXISTING E1 8" x 4" (REQUIRES CUT SPAN)JOIST J1 2x10 @ 16" O.C.JOIST J2 DOUBLED 2x10 @ 16" O.C.JOIST J3 DOUBLED 2x10JOIST J4 2x10 @ 16" O.C.JOIST J5 DOUBLED 2x10 @ 16" O.C.

- ALL MEMBERS SYP, NO. 2- ALL EXPOSED MEMBERS PRESSURE TREATED- SOLID BLOCK CANTILEVERS AT SUPPORTS AND MIDSPAN

SOLID BLOCKING,TYPICAL

SCALE: 1/4" = 1'-0" 01Foundation and First Floor Framing Plan

A201



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F

W D

16'-1

1/2

"2'-1

1/2

"14'

16'-6

"9'-6

"7'

7'-4" 41'-8"25'-4" 16'-4"

8" 24' 8"12' 12'

2'-6" 9'-6"

7'

17'-8"

5'-4" 8'17' 8"

3'-8"2'-6" 2'-10" 4' 4'

17'16'-4" 8"

4' 12'-4"1'-10" 2'-2"

2'-6

"4'-6

"

8'4'4'

4'-4"4'

8 1

/4"

12'-7

1/2

"8 1

/4"

9'

1'-9

3/4

"1'-9

3/4

"

8 1

/4"

8'-1

1/2

"8 1

/4"

6'-5

3/4

"1'-7

3/4

"

5'-11" 3'-5"9'-4"

27'-9

1/2

" F.V

.3'

7'

10'-1

3/4

" F.V

.7

'-7 3

/4" F

.V.

31'-4"`F.V.2

7'-5

" F.V

.

6'-1

"13'-8

1/4

" F.V

.7

'-7 3

/4" F

.V.

8'-10" F.V. 6'-6" F.V. 7'-1 1/4" F.V. 8'-10 3/4" F.V.

1'-11 1/2"

3'-7 1/2"1'-8"

5'-2

1/2

" F.V

.2'-5

1/2

"2

'-9" F

.V.

DINING ROOM/STUDY111

MUD ROOM110

KITCHEN108

SCREEN ENTRYPORCH109

MASTERBEDROOM

114

MASTER BATH116

BATH105

BEDROOM100

LIVING ROOM103

ENTRY102

FRONT PORCH117

REAR DECK112

PANTR

Y107

CLOSET106

HALLWAY104

CLOSET113

CLOSET115

105A

100A

101A

CLOSET101

100B

102A

103A

108A

106A

107A

115A

116A

116B

114A

113A

114B

110A

109B

109A

111A

NEW WINDOW

NEW WINDOW

EXISTING WINDOW EXISTING WINDOWNEW

WIN

DO

W

NEW WINDOW

EXIS

TING

WIN

DO

W

EXIS

TING

WIN

DO

W

NEW WINDOW

NEW WINDOW

NEW

WIN

DO

W

W D

SCALE: 1/4" = 1'-0" 04Floor PlanSCALE: 1/4" = 1'-0" 01Demolition Floor Plan

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SCALE: 1/4" = 1'-0" 04Roof PlanSCALE: 1/4" = 1'-0" 01Demolition Roof Plan

SEAL22921

NO

RTH CA ROLINA

CHA

RLES

LE ROYBOW

MAN

IIPROFESSIONA

L

E NG I N E ER

CB2CB2 STRUCTURAL ENGINEERS, PLLC

10253 North Nc Hwy 109, suite cWINSTON SALEM, N.C. 27107

PHONE (336) 769-9808FAX (336) 769-9808

FIRM LICENSE NUMBER p-0359

A203



Sheet Number:

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Revision Date(s):

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Not For ConstructionB6

B3

VALLEY VALLEY

VALLEY

B4

VALLEY

RID

GE

2x1

0

B1 B2

RIDGE

T3 @ 24" O.C. T4 @ 24" O.C.

B5

T7

T7

T7 B7

T1 @ 24" O.C.

B7

RIDGE

B1 & B2 TWO (2) 2x10 No. 2 SYPB3 & B4 TWO (2) 1-3/4" x 9-1/2" LVLB5 THREE (3) 2x10B6 TWO (2) 1-3/4" x 9-1/2" LVLB7 TWO (2) 2x10 No. 2 SYP

T5 @ GABLE END

2x OUTRIGGERS @ 16" O.C.

T6 @ GABLE END


T2 @ GABLE END


OVERBUILD

THREE (3) T7 TRUSSES (CLEAR SPAN)

TRIPLE RAFTER TO EACHSIDE OF RIDGE BEARING

ADD 2x4 RAFTER (No. 2 SYP)BETWEEN EACH RAFTER IN EXISTING

KNEE WALL STRUCTURE

ROOF RIDGE GIRDER COMPRISED OF THREE(3) 1-3/4" x 9-1/4" LVL MEMBERS

EXISTING 2x4 JOIST, TYPICAL

#30 FELT WITH 4" LAPS

7/16" EXTERIOR GRADE PLYWOOD ROOFSHEATHING WITH RECOMMENDED NAILS AT6" O.C. AT EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS

FIBERGLASS ASPHALT SHINGLES, SELECTEDBY ARCHITECT/OWNER

SIMPSON H2.5, TYPICAL

2x6 RIPPED TO THE SLOPE OF THE EXISTINGJOISTS AND FASTENED TO THE THREE (3)2x8 GIRDER

CONTINUOUS ASPHALT SHINGLE RIDGEVENT

EXISTING 2x4 JOIST, TYPICAL




SIMPSON TIES, TYPICAL

SCALE: 1/4" = 1'-0" 04Roof Framing Plan

SCALE: 1 1/2"= 1'-0" 02Roof Detail at Existing Ridge

SCALE: 1 1/2"= 1'-0" 01Roof Detail

A300



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F

W D

9'-4"5'-11" 3'-5"

11'-5 1/2"

2'-11 1/2" 3'-1/2"

9'-2"

9'-2"16'-2"

3'-2" EQUAL EQUAL1'-7 1/2"5'-4 1/2"

10'-11 1/2"7' 1'-11 1/2"2'

9'-1

3/4

" F.V

.3'-1

"5

'-8 1

/2" F

.V.

EQUAL

EQUAL 3'-5

1/4

"1'-5

"1'-8

"1'-1

0"

3'-1

0 1

/2" F

.V.

5'

2'-2

3/4

"5'

2'-3 1/2" 4'-10"6'-5 1/2" F.V.2'13'-3 1/2" F.V.

8'-5 1/2"3'-7 1/2" 4'-10"

2'-1

"

11'-1/2"2'-10"8'-2 1/2"

6'-3

1/4

"

KITCHEN108

MASTER BATH116

BATH105

PANTR

Y107

CLOSET106

HALLWAY104

CLOSET115

105A

100B

108A

106A

107A

115A

116A

116B

114A

NEW WINDOW

NEW WINDOW

NEW WINDOW

NEW

WIN

DO

W

SCALE: 3/8" = 1'-0" 01Enlarged Plan

A301



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4'-4 1/2"3'-3 3/4" 1 7/8"8'

1 7/8"

109B

3 3/4"

3 1

/2"

2 1/4"

0 3/4" 1 1/2"1 1/2"

3 1

/2"

1 1/2"

0 1

/4"

3"

0 1

/4"

1 1

/2"

1 3

/8"

0 5

/8"

0 7/16"

1 1

/2"

1 1

/2"

8

2

2

4

2

4

7/16" EXTERIOR GRADE PLYWOOD

5/8" FIBER CEMENT LAP SIDING WITHMITERED CORNERS. 7-1/4" WIDTHAND 6" EXPOSURE ATTACH PERMANUFACTURER'S SPECIFICATIONSWITH CORRISION RESISTANT NAILS

2x8 FRAMING @ 16" O.C.

1/8" MINIMUM GAP FOR CAULK

BUILDING OR SHEATHING PAPER TO BE #30FELT OR DUPONT TYVEK HOMEWRAP. LAPPAPER 2" HORIZONTALLY AND 6"VERTICALLY.

PRESSURE TREATED FRAMING

PRESSURE TREATED DOOR STOP

3 1

/2"

1 1

/2"

1 3

/8"

0 5

/8"

1 1/2"3 3/4"0 3/4"1 1/2"

0 7/16"

3 1

/2"

0 1

/4"

3"

0 1

/4"

1 1

/2"

1 1

/2"

3 1

/2"

0 1

/4"

3"

0 1

/4"

1 1

/2"

1 1

/2"

3 3/4"1 7/8"1 7/8"

2

4

2

4

1/2" x 1-1/2" PRESSURE TREATED TRIM


INVISIBLE INSECT SCREEN

PRESSURE TREATED DOOR STOP

2

4

2

4




3 3/4"

3 1

/2"

1 3

/4"

1 3

/4"

2 1/4"

0 3/4" 1 1/2"

1 1/2"

1 1/2"

3 1

/2"

0 1

/4"

3"

0 1

/4"

8

2

2

4

2

4


5/8" FIBER CEMENT LAP SIDING WITHMITERED CORNERS. 7-1/4" WIDTH AND 6"EXPOSURE ATTACH PER MANUFACTURER'S

SPECIFICATIONS WITH CORRISIONRESISTANT NAILS


BUILDING OR SHEATHING PAPER TO BE #30FELT OR DUPONT TYVEK HOMEWRAP. LAP

PAPER 2" HORIZONTALLY AND 6"VERTICALLY.





6'-8

"

4'-4 1/2"8'

3'-3 3/4" 1 7/8"1 7/8"

2'-5

3/8

"4'-2

5/8

"6'-8

"

2'-2 1/4"2'-2 1/4"3'-3 3/4" 1 7/8"1 7/8"8'

0'-0"FINISHED FIRST FLOOR

0'-0"TOP OF WINDOW ANDDOORS

SCALE: 1 1/2"= 1'-0" 03Screen Porch DetailSCALE: 6" = 1'-0" 07Screen Porch Detail

SCALE: 6" = 1'-0" 08Screen Porch Detail

SCALE: 6" = 1'-0" 09Screen Porch Detail

SCALE: 1 1/2"= 1'-0" 02Enlarged Screen Frame Detail

A400



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-4'-4 1/8"TOP OF FOOTING

8'-0 3/4"BOTTOM OF ROOFTRUSS






SCALE: 3/8" = 1'-0" 01Exterior Elevation


A401



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:













A410



Sheet Number:

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Design Phrase:

Revision Date(s):

Project:


Sheet Title:



14'7' 7'

4' 3'4'3'

6'-8

"1'-4

3/4

"

4'

4'

3'-4

5/8

"

2' 2'2' 2' 2' 2' 2'14'



0'-0"FINISHED FLOORELEVATION

09/A201

08/A201

8

2

8

2

2 4

2

4

2 4

2 4

2

4

2 4

R-11 GLASS OR MINERAL FIBER BATTINSULATION




5/8" FIBER CEMENT LAP SIDING WITHMITERED CORNERS. 7-1/4" WIDTH AND 6"EXPOSURE ATTACH PER MANUFACTURER'SSPECIFICATIONS WITH CORRISIONRESISTANT NAILS



FIBER CEMENT PANEL SIDING.

5/8" GYPSUM WALL BOARD OR FIBEROCKWITH RECOMMENDED SCREWS. USE FIRERATED GWB WHERE REQUIRED BY CODEAND MOISTURE RESISTANT GWB IN WETAREAS. SEE FINISH SCHEDULE.

SCALE: 3/4" = 1'-0" 01Enlarged Exterior Elevation

SCALE: 3" = 1'-0" 09Enlarged Plan Detail

A411



Sheet Number:

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Design Phrase:

Revision Date(s):

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7'4' 3'

6'-8

"1'-4

3/4

"

4'

4'

3'-4

5/8

"

1'-9" 2' 2' 2' 1'-9"1'1'

9'-6" 7'

9'-6"4'-9"4'-9"

2'2'1'1'

2'1'

1'1'3'-9" 2' 1'




08/A201

12

8

SCALE: 3/4" = 1'-0" 01Enlarged Exterior Elevation

A500



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



3'-4

"1'-1

/8"

8'-3

/4"

14'7' 7'


-1'-1 1/8"TOP OF MASONRY WALL


12

8


12

8

3'-4

"1'-1

/8"

8'-3

/4"




12

8


SCALE: 3/4" = 1'-0" 01Building SectionsSCALE: 1" = 1'-0" 01Wall Section

A501



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



7'

6'-8

"1'-4

3/4

"

9'-6"

1'-1

/8"

3'-4

"

16'-6"




08/A201

12

8

12

8

124.72



3'-4

"1'-1

/8"

8'-3

/4"




12

8


SCALE: 3/4" = 1'-0"1 SectionSCALE: 1" = 1'-0" 04Wall Section

A502



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



6'-8

"1'-4

3/4

"

7'

1'-1

/8"

3'-4

"

9'-6"16'-6"




08/A201

12

84.7212

8

12



3'-4

"1'-1

/8"

8'-3

/4"




12

8


SCALE: 3/4" = 1'-0" 01Building SectionSCALE: 1" = 1'-0" 07Wall Section

A503



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



3'-4

"1'-1

/8"

8'-3

/4"




12

8


3'-4

"1'-1

/8"




12

8



SCALE: 1" = 1'-0" 01Wall SectionSCALE: 1" = 1'-0" 04Wall Section

A504



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



3'-4

"1'-1

/8"






42

2 8

10

2


BACKFILL COMPACTED THOROUGHLY &EVENLY IN SUCCESSIVE HORIZONTALLAYERS

SWALE SUFFICIENT TO DIVERT RUNOFF

EPA APPROVED CHEMICAL INSECTICIDETREATMENT WITH COLOR DYE APPLIED INACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. CONTRACTOR TO PROVIDECERTIFICATE OF 5 YEAR WARRANTY AGAINSTINFESTATION

4" FOUNDATION DRAIN

8" CONCRETEMASONRY UNIT IN

RUNNING BOND. FILLCELLS WITH CONCRETE

AND REINFORCING.

2x8 PRESSURE TREATED SILL PLATE

GALVANIZED FLASHINGWITH CANTED END

COMPACTED SUBGRADE FREE OF ORGANICMATERIAL

FOOTING SHALL EXTEND DOWN TOREQUIRED BEARING BELOW FROSTLINE.

2x10 WOOD FLOOR JOIST @ 16" O.C.

PRECAST SPLASH BLOCK

BITUMINOUS WATERPROOFING WITHPROTECTION BOARD

1/2" x 3-1/2" FIBER CEMENT TRIM PLANKACTING AS A STARTER STRIP ATTACH PERMANUFACTURER'S SPECIFICATIONS WITHCORRISION RESISTANT NAILS

GALVANIZED FLASHING WITH CANTED END

3" PLAIN ROUND COPPER DOWNSPOUT

1/2" DIAMETER x 8"MASONRY ANCHOR

BOLT @ 32" O.C.

PREFINISHED OAK MULLICAN(ST. ANDREWS SERIES) SOLID

3/4" WOOD FLOOR ORARCHITECT APPROVED EQUAL.

INSTALLED IN A STRAIGHTPATTERN

WEYERHAUESER EDGEGOLDSUBFLOOR GLUED AND RING

SHANK NAILED

7/16" EXTERIOR GRADEPLYWOOD


R-11 GLASS OR MINERALFIBER BATT INSULATION

12

8



BUILDING OR SHEATHING PAPER TO BE #30FELT OR DUPONT TYVEK HOMEWRAP. LAPPAPER 2" HORIZONTALLY AND 6"VERTICALLY.3" PLAIN ROUND

COPPER DOWNSPOUT

42

42

42

4

2


R-11 GLASS ORMINERAL FIBER BATT

INSULATION

PREFINISHED METAL DRIP EDGE PER ROOFMANUFACTURER

5" EUROPEAN STYLE HALF-ROUND COPPERGUTTER ATTACHED WITH ADJUSTABLECOPPER FASCIA HANGERS PER THEMANUFACTURER'S SPECIFICATIONS

3/4" x 11.25" FIBER CEMENT TRIM PLANKSATTACHED PER MANUFACTURER'SSPECIFICATIONS WITH CORRISIONRESISTANT SCREWS ON PRESSURETREATED WOOD SHIMS. TEXTURE ANDCOLOR TO BE SELECTED BY THE ARCHITECT.

2x4 FRAMING @ 16"O.C.




R-30 BATT INSULATION3'-4

"1'-1

/8"







SHANK NAILED













AND REINFORCING.

2x8 PRESSURE TREATED SILL PLATE1/2" DIAMETER x 8"MASONRY ANCHOR

BOLT @ 32" O.C.







42

2 8

10

2 2

10

2

10

1/2" x 2" FIBER CEMENT TRIM PLANK ACTINGAS A STARTER STRIP ATTACH PERMANUFACTURER'S SPECIFICATIONS WITHCORRISION RESISTANT NAILS


2x10 PRESSURE TREATED DECK JOIST

5/4 x 6 CEDAR PREMIUM KNOTTY DECKBOARD, CUT AS NEEDED.

LAG BOLTS WITH WASHERS BOLTINGLEDGER TO FRAMING, STAGGERED AT 16"O.C.

3'-4

"1'-1

/8"

2

10

82

2

10

2

10




SHANK NAILED













AND REINFORCING.







BOLT @ 32" O.C.


LAG BOLTS WITH WASHERS BOLTINGLEDGER TO FRAMING, STAGGERED AT 16"O.C.


WOOD THRESHOLD

12

8



BUILDING OR SHEATHINGPAPER TO BE #30 FELT OR

DUPONT TYVEK HOMEWRAP.LAP PAPER 2" HORIZONTALLY

AND 6" VERTICALLY.

3" PLAIN ROUND COPPER DOWNSPOUT

42

42

42

4

2



PREFINISHED METAL DRIP EDGE PER ROOFMANUFACTURER

5" EUROPEAN STYLE HALF-ROUND COPPERGUTTER ATTACHED WITH ADJUSTABLECOPPER FASCIA HANGERS PER THEMANUFACTURER'S SPECIFICATIONS

3/4" x 11.25" FIBER CEMENT TRIM PLANKSATTACHED PER MANUFACTURER'SSPECIFICATIONS WITH CORRISIONRESISTANT SCREWS ON PRESSURETREATED WOOD SHIMS. TEXTURE ANDCOLOR TO BE SELECTED BY THE ARCHITECT.





R-30 BATT INSULATION

1/2" x 2" FIBER CEMENT TRIM PLANK ACTINGAS A STARTER STRIP ATTACH PERMANUFACTURER'S SPECIFICATIONS WITHCORRISION RESISTANT NAILS


2

10

2

10

SCALE: 1 1/2"= 1'-0" 01Wall Section Detail


SCALE: 1 1/2"= 1'-0" 07Wall Secction DetailSCALE: 1 1/2"= 1'-0" 04Wall Section Detail


A505



Sheet Number:

Issue Date:

Design Phrase:

Revision Date(s):

Project:


Sheet Title:



3'-4

"1'-1

/8"

2'1'1'

2'

1'

1'

1'

3"

9"

2'1'1'

3"9"9"3"




10

2

10

2

10

2

2 8

8" CONCRETE MASONRY UNIT. FILL CELLSWITH CONCRETE AND REINFORCING .


(3) 2x12's CONTINUOUS

JOIST HANGERS



WEYERHAUESER EDGEGOLD SUBFLOORGLUED AND RING SHANK NAILED

PREFINISHED OAK MULLICAN (ST. ANDREWSSERIES) SOLID 3/4" WOOD FLOOR ORARCHITECT APPROVED EQUAL. INSTALLED INA STRAIGHT PATTERN



PLAN DETAIL

FOOTING TO HAVE THREE (3) #5 REBARSRUNNING PERPENDICULAR TO EACH OTHER.REBAR SHALL BE A MINIMUM OF 3" CLEAROF SIDES AND BOTTOM OF FOOTING.


2'

3'

10"

3"1'-6" 1'-6"

1'-3" 1'-3" 3"

7"

3"

1'-4

7/8

" FIE

LD V

ERIF

Y




3'1'-6" 1'-6"

3'

1'-6

"1'-6

"

3"2'-6"3"1'-3" 1'-3"

3"

2'-6

"3"

1'-3

"1'-3

"

2'

3'

10"

3"1'-6" 1'-6"

1'-3" 1'-3" 3"

6"

4"

1'-4

7/8

" FIE

LD V

ERIF

Y




3'-4

"1'-1

/8"

1'

3"

9"

2'

3"3"

0 1

/8"

1'




2 8





FOOTING TO HAVE THREE (3) #5 REBARSRUNNING PERPENDICULAR TO EACH OTHER.REBAR SHALL BE A MINIMUM OF 3" CLEAROF SIDES AND BOTTOM OF FOOTING.




AND REINFORCING.


BOLT @ 32" O.C.




SCALE: 1 1/2"= 1'-0" 04Wall Section DetailSCALE: 1 1/2"= 1'-0" 07Wall Section Detail at Existing House

SCALE: 1 1/2"= 1'-0" 06Plan Detail

SCALE: 1 1/2"= 1'-0" 08Wall Section Detail at Existing Detail
