Susan Mollasalehi

hammock lane_right hammock lane_left hill st_right hill st_left

FV

1'-4

" 8"

FV

1'-4

" 8"

FV

1'-4

" 8"

FV

1'-4

" 8"

FV

1'-4

" 8"

FV

8"1'-4

"

FV

8"1'-4

"

FV

8"1'-4

"

FV8"

1'-4"

FV

1'-4"8"

FV

1'-4

" 8"

FV

1'-4"

8"

FV

1'-4

" 8"

FV

1'-4

" 8"

FV

1'-4"

8"

FV

1'-4"8"

FV

8"1'-4

"

FV

8"1'-4

"

FV

1'-4"8"

FV

1'-4"8"

FV

1'-4"8"

FV

1'-4"8"

FV

1'-4"8"

FV

1'-4"8"

FV

8"1'-4"

FV

8"1'-4"

FV

8"1'-4"

CR 5'3' 8'

-8"

20'-0"

5'-0

"

57'-0"45'-0"

25'-0"

8'-2

"

16'-8

"

50'-0

"

8'-0" 3'-0"

19'-8

"

14'-0"

8'-4"

12'-0"

3'-8"

30'-4

"

7'-0"

57'-0"

3'-8

"9'

-4"

3'-8

"

15'-4"8'-8"

3'-4

"

38'-0"

33'-0

"

12'-4

"16

'-8"

4'-0

"

3'-0"

8'-4

"

8" 6'-4" 8"

8'-9

1/2

"8"

1'-0

"2'

-8"

2'-10" 9'-0" 1'-4" 9'-0" 2'-10"

14'-8

"1'

-10

1/2"

5'-0

"8"

6'-0"

1'-4 1/2"

7'-5"

3'-4

"

8"

7'-5"

8'-4

"

8"

6'-0"

8'-4

"

6'-8"

1'-8"

7'-0" 7'-0"

4'-8"

6'-7"

8'-2

"11

'-5 1

/2"

6'-7"

8"

8'-4

"

18'-8"

8"

5'-0

"

8'-8"

1'-8"9'-8"

7'-4" 7'-4"

1'-8"

1'-8

"

10'-8"

8'-8" 1'-8"

4"

1'-8"

12'-4

"

32'-0"

1'-8

"

8'-8"

5'-4 1/2"

10'-9"

4'-4

1/2

"

UNEXCAVATED/FILLEDGARAGE SLAB ABOVE

UNEXCAVATEDFRAMED DECK ABOVE

UNEXCAVATEDFRAMED DECK ABOVE

VENTILATED CRAWL SPACEFRAME FLOOR ABOVE

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

30'-0

"

25'-0"

8'-0"

8'-0"

262.95 sq ft

91.99 sq ft

1,373.33 sq ft

576.13 sq ft

PROPERTY LINE

ZONING DATA FROM BOB DAVIES252-728-2141R-8 25' FRONT/30' REAR/8'SIDES

PRO

PERT

Y LI

NE

NEW FOOTPRINT

PRO

PERT

Y LI

NE

BUIL

DIN

G L

INE

NEW GARAGE NEW PORCH

BUIL

DIN

G L

INE

HAMMOCK LANE

HILL STREET

PROPERTY LINE

BUILDING LINE

BUILDING LINE

NEW PORCH

EXISTING FOOTPRINT

site layout_1"=16'

DH2

5'-8

"5'

-10"

DH2

5'-1

0"5'

-8"

H2'-4"6'-8"

DH5'-10"

2'-10"

FPO3'-6"

3'-6"

A

2'2'

A

2'2'

DH

39'-5"5'-10"

FDA

8'3'

DH

2'-10"

5'-10"

DH

4'-10"2'-6"

DH

4'-10"2'-6"

XH

2'-8"6'-8"

DH3

5'-1

0"9'

-5"

GL

2'-8

" 8'

H

6'-8"2'-4"

GL

9' 8'

GL

9' 8'

GL2

8'6'

A2'2'

A2'2'

A2'2'

DH

3'-2"5'-10"DH

3'-2"

5'-10"

FR

6'-8"4'-8"

ACO4'-8"

8'-8"

XH

2'-8

"6'

-8"

H

2'-4

"6'

-8"

H

2'6'-8"

DH2

5'-8

"5'

-10"

H

6'-8

"2'

ACO

4'-8

"5'

4'-2" 4'-6"

4'-0

"

2'-4"

1'-1

0"3'

-8 1

/2"

6'-0

"3'

-8 1

/2"

1'-3

"

7'-6" 7'-10"

3'-10"

3'-8"3'-0" 8'-0" 3'-0"

4'-6"

3'-8

"9'

-4"

3'-8

"4'

-8"

4'-8

"

8'-4"

15'-4"8'-8"14'-0"

7'-4" 10'-4" 7'-4"

25'-0"

4'-0" 4'-0"

4'-3"

4'-3"

8'-4"

4'-4" 4'-0"

12'-0"

3'-0

"5'

-8" 8'

-8"

3'-4

"12

'-4"

20'-0"

16'-8

"

7'-0"

5'-1

0"6'

-6"

12'-0"

9'-2" 8'-6"

8'-4

"

6'-6 1/2"

5'-8" 11'-7"4'-8

1/2

" 10'-1

1 1/

2"4'

-11"

5'-2"

3'-0

"

5'-2"

8'-6"

3'-7

1/2

"

16'-8

"1'-7"

15'-11 1/2"

12'-4

"

19'-8

"

8'-4 1/2"

3'-1

1"

4'-6 1/2"

15'-8"7'-4"

15'-1

0 1/

2"

4'-0

"

13'-5"

3'-8 1/2" 5'-0"

6'-8

"

4'-5"

3'-4

"7'

-6 1

/2"

3'-2" 7'-7" 2'-8"

1'-4

"14

'-7 1

/2"

5'-0

"

2'-3

1/2

"

30'-4

"

6'-6

"7'

-8"

2'-6

"

7'-0

"12

'-0"

11'-4

"

family

up

covered porch

garage

up

library/denliving

dining CENTER WIN

DOW

kitchen

pdr

foyer

clos

clos

covered porch

stair

ra

hall

CENTER WIN

DOW

CENTER WINDOW

DIMENSIONS

DOORS & WINDOWS

MAIN FLOOR DIMENSIONS

*SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS*CHECK ELEVATIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS*WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARENOMINAL DOOR SIZES EXCEPT-*GL DOORS ARE "PATIO" TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT AREFRAME SIZES AS PER MOST MANUFACTURERS SIZING PRACTICE.*WIDTH (OVER) HEIGHT SIZES FOR WINDOWS ARE NOMINAL FRAME SIZES.*ALL ROUGH OPENINGS TO BE CONFIRMED BY APPROPRIATE VENDORS*ALL REQUIRED TEMPERED GLASS IS TO BE INCLUDED AND IS THE RESPONSIBILITYOF THE DOOR/WINDOW VENDOR(S)

*SEE NOTES & SYMBOLS SHEET FOR ALL WALL SYMBOLS*ALL DIMENSIONS ARE TO FACE OF FRAMING*ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH*EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED TO FACE OF FRAMING*DIMENSIONAL TOLERANCE IS 1/2"*DOORS NOT LOCATED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE

TYPICAL CEILING HT THIS FLOOR: 10' NOMINAL

HWH

OPT.HWH

H

6'-8"2'

DH3

5'-1

0"9'

-5"

A2'2'

A2'2'

DH2'-6"

4'-6"

A2'2'

A2'2'

DH

2

5'-10"5'-8"

A

2'-2

"4'

-2"

DH5'-10"

2'-10"

H

2'-8"6'-8"

H2'-8"6'-8"

H2'-8"6'-8"

H2'-4"6'-8"

H

6'-8"1'-8"

A

2'2'

A

2'2'

DH

4'-2"2'-2"

H2'6'-8"

DH2

5'-8

"5'

-10"

DH2

5'-8

"5'

-2"

DH

2'-10"

5'-10"

DH

5'-6

"2'

-10"

DH

5'-6

"2'

-10"

DH

3'-1

0"2'

-2"

HP

3'6'

-8"

H

6'-8"2'-4"

H

6'-8"2'

H

6'-8"2'-8"

H

6'-8

"2'

-4"

H

6'-8"2'-8"

H

2'-4

"6'

-8"

DH25'

4'-1

0"

H

6'-8

"2'

-4"

3'-0

"

15'-1"4'-4"

7'-3" 6'-6" 5'-8 1/2" 5'-6 1/2"

4'-10"

4'-4" 15'-8" 25'-0"

3'-0" 8'-0" 3'-0"

2'-0

"

5'-8

"

7'-10" 7'-10"

4'-0" 7'-0" 4'-4"

11'-1

1"

4'-4"

4'-0" 4'-0"

4'-3 1/2"

4'-3" 4'-3"

3'-6" 3'-6"

4'-8

1/2

"

4'-6"4'-2"

11'-6

1/2

"

8'-8

"

7'-3

1/2

"

4'-5"

6'-5"

8'-4 1/2"13'-5"

7'-9 1/2"

3'-2

1/2

"

4'-1

0 1/

2"

16'-3

"

4'-8

1/2

"

7'-10"

15'-0 1/2"

4'-2

1/2

"2'

-2"

6'-1"

4'-6 1/2" 4'-2"

7'-6

1/2

"

1'-6"

14'-0"

3'-4

"

2'-4

"

8'-5

1/2

"

1'-2

"

11'-1

0"

6'-8

"

4'-1 1/2"

45'-0"

15'-4"7'-0"

3'-0

"12

'-8"

1'-8

"4'

-10"

7'-8

"2'

-6"

25'-4

"19

'-8"

33'-0

"

1'-1

0"

8'-8"

2'-1

0"7'

-3"

6'-5

"5'

-11"

8'-8

"1'

-11"

4'-6 1/2"

4'-5

"

4'-4

"

9'-4

"

1'-11 1/2"5'-10"

8'-11"

4'-6 1/2"

11'-2 1/2" 3'-10"

13'-0

"

CENTER WIN

DOW

clos

clos

clos

play rm

dn

future

CENTER WINDOW

custom showerstair

hall

master bedroom

pull dnstair

TYPICAL CEILING HT THIS FLOOR: 9' NOMIMALDIMENSIONS

DOORS & WINDOWS

UPPER FLOOR DIMENSIONS

*SEE NOTES & SYMBOLS FOR ALL WALL SYMBOLS*ALL DIMENSIONS ARE TO FACE OF FRAMING*ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH*EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED TO FACE OF FRAMING*DIMENSIONAL TOLERANCE IS 1/2"*DOORS NOT LOCATED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE

*SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS*CHECK ELEVATIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS*WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARENOMINAL DOOR SIZES EXCEPT-*GL DOORS ARE "PATIO" TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT AREFRAME SIZES AS PER MOST MANUFACTURERS SIZING PRACTICE.*WIDTH (OVER) HEIGHT SIZES FOR WINDOWS ARE NOMINAL FRAME SIZES.*ALL ROUGH OPENINGS TO BE CONFIRMED BY APPROPRIATE VENDORS*ALL REQUIRED TEMPERED GLASS IS TO BE INCLUDED AND IS THE RESPONSIBILITYOF THE DOOR/WINDOW VENDOR(S)

bath

closbedroom

laund

wc m.bath

16'-7

1/2

"

24'-11 1/2"

10'-4" 10'-4"10'-6"

1'-10"

7'-6

1/2

"

16'-6

"

21'-1

0" 16'-1

0"

16'-9

"

12'-3

"

5'-6"

10"

12'-4"

3-2X4 3-2X4

5-2X6 STUDS

3-2X4

5-2X6 STUDS

3-2X4

3-2X4

3-2X4

3-2X4

3-2X4

3-2X4

2-2X6

6X66X66X6

6X66X6

library/denliving

family

pdr

garage

up

closkitchen

dining

2X8

PORC

H C

EIL

JSTS

FLU

SH JS

TS 2

-14"

LVL

FLUSH BEAM 2-14" LVL

DROP BEAM 2-10" LVL

DRO

P BE

AM

2-1

0" L

VL

DROP BEAM 2-10" LVL

PERIMETER CASED PORCH BEAM- 3-2X10 PT

PERIMETER CASED PORCH BEAM- 3-2X10 PT



covered porch

clos

covered porch

stair

ra

hall

up

foyer

*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAMSIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.

FLOOR FRAMNG (FOR FLOOR ABOVE)

*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1)*OR_FOR ALL HEADERS IN BEARING WALLS UP TO 5' SPAN __2-2X10 #2 SPF1 JACK STUD REQUIRED*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 5' TO 9' SPAN__2-1.75 X 9.5 LVL2 JACK STUDS REQUIRED*AND_ FOR SPANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS

STANDARD HEADERS (NOT SHOWN)

POINT LOADS

MAIN FLOOR FRAMING*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE& DBL TOP PLATE*TALL EXTERIOR WALLS_STUD GRADE 2X6'S @ 16" WITH SINGLE SOLE PLATE & DBLTOP PLATE. WALLS SHOULD BE NOTED. FRAMER MUST DEFER TO TABLE 602.3.1.*TYPICAL INTERIOR WALLS-STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE &DBL TOP PLATE.

DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS*DROP OR FLUSH BEAM AS NOTED2 STUD BEARING EXCEPT AS NOTED*DROP CASED FALSE OR STRUCTURAL BEAM AS NOTED*STEEL BEAM AS NOTED

WALL FRAMING-TYP WALL HT NOMINAL 10'

*14" OPEN TRUSSES @ 16" OC OR AS NOTED*DOT REPRESENTS FLUSH CONNECTIONJOIST HANGER OR LEDGER PER BUILDER

DROP STEEL W16X26

GARAGE DR HDR 2-10" LVLGARAGE DR HDR 2-10" LVL

16'-6

1/2

"

15'-8"

16'-1

0"

16'-6

1/2

"16

'-2"

12'-3

"

16'-6

"

3-2X43-2X4

3-2X4

3-2X4

3-2X4 3-2X4

3-2X4

4-2X4 4-2X4

clos

clos

bath

bedroom

clos

dn

future

BEARING WALL

BEARING WALL

BEARING WALL

BEARING WALL

BEARING WALL

ROO

F TI

ES @

16"

ROO

F TI

ES @

16"

CLIP TOP OF LVLAS REQ'D

KING LOCATION

PT LOAD

PT LOAD

PT LOAD

FLUSH BEAM 2-8" LVL

FLUSH BEAM 2-8" LVL

FLUSH BEAM 2-8" LVL


laundry

m.bath

clos

wc

stair

hall

master bedroom

custom shower

pull dnstair

*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAMSIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.

LINTELS FOR MASONRY VENEER (NOT SHOWN)

FLOOR FRAMNG (FOR FLOOR ABOVE)

*TYPICAL LINTEL REQUIREMENTS PER TABLE R703.7.1SPANS UP TO 6'___________3 1/2" X 3 1/2" X 1/4"SPANS UP TO 10'__________5" X 3 1/2" X 5/16"

*FOR SPANS OVER 10' SEE PLANS

STANDARD HEADERS (NOT SHOWN)

POINT LOADS

*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE& DBL TOP PLATE*TALL EXTERIOR WALLS_STUD GRADE 2X6'S @ 16" WITH SINGLE SOLE PLATE & DBLTOP PLATE. WALLS SHOULD BE NOTED. FRAMER MUST DEFER TO TABLE 602.3.1.*TYPICAL INTERIOR WALLS-STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE &DBL TOP PLATE.

DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS*DROP OR FLUSH BEAM AS NOTED2 STUD BEARING EXCEPT AS NOTED*DROP CASED FALSE OR STRUCTURAL BEAM AS NOTED*STEEL BEAM AS NOTED

*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1)*OR_FOR ALL HEADERS IN BEARING WALLS UP TO 6' SPAN __2-2X10 #2 SPF1 JACK STUD REQUIRED*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 6' TO 9' SPAN__2-1.75 X 9.5 LVL2 JACK STUDS REQUIRED*AND_ FOR SPANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS

UPPER FLOOR FRAMINGWALL FRAMING-TYPICAL WALL HT NOMINAL 9'

*2X8 #2 SPF JOISTS @ 16" OC OR AS NOTED*DOT REPRESENTS FLUSH CONNECTIONJOIST HANGER OR LEDGER PER BUILDER

play rm

BEARING WALL

KING LOCATION

BEARING WALL

DH

3'-10"2'-2"

DH2'-2"

4'-2"KING

OVERFRAME

OVERFRAME

KING

*VALLEY BEAMS_20#LL+15#DLVALLEY BEAMS AS NOTED ON PLANS OR FOLLOW BELOW TABLE FOR HORIZONTALSPANS

1-2X10(MAX SPAN=8'-6")2-2X10(MAX SPAN=12')1-1.75X9.5 LVL(MAX SPAN=14'-6")2-1.75X9.5 LVL(MAX SPAN=17'-6")1-1.75X11.875 LVL(MAX SPAN=17'-6")2-1.75X11.875 LVL(MAX SPAN=20'-9")

PORCH ROOF BELOW5 IN 12 PITCH

MA

X RA

FTER

LEN

GTH

HER

E IS

21'

RID

GE

VEN

T 8

LF

*POSSIBLE OVERFRAME AREAS ARE SHOWN AT DISCRETION OF BUILDER/FRAMER.IF OVERFRAME NOT USED FOLLOW VALLEY SPAN LIMITS ABOVE.

OVERFRAME AREAS

SYMBOL FOR A BEARING OR POINT LOAD CONDITION USED FOR IDENTIFYINGAND TRACKING LOADS IN THESE DRAWINGS.ANY SPECIFIC ACTION REQUIRED IS NOTED.

BEARING ENDS OF BEAMS. ANY SPECIFIC ACTION OTHER THAN NORMALCONSTRUCTION AT THESE POINTS IS NOTED.

*TYPICAL PITCH AT UPPER ROOF AREAS IS 7 IN 12*PORCH & LOWER ROOF AREAS ARE 5 IN 12

RID

GE

VEN

T 1

3 LF

RID

GE

VEN

T 4

LF

RIDGE VENT 7 LF

RIDGE VENT 23 LF

*THESE DRAWINGS DO NOT SPECIFICALLY ADDRESS FRAMING AND FASTENINGREQUIREMENTS FOR HIGH WIND ZONES.*CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIREMENTS AS SPECIFIEDIN CODE (CHAPTERS 9 AND 44 SPECIFICALLY) FOR FRAMING AND FASTENING.*ALL WORK TO ACCOMPLISH CODE COMPLIANCE AND SATISFYING ALLINSPECTIONS ARE TO BE INCLUDED IN CONTRACTORS SCOPE OF WORK.

HIGH WIND COMPLANCE

MA

X RA

FTER

LEN

GTH

HER

E IS

21'

RIDGE VENT 17 LF

FRAMER TO FOLLOW LOCALLY ACCEPTED BUILDING PRACTICES AND CODEREQUIREMENTS FOR ALL SPECIFIC RAFTER LOCATIONS, DOUBLES, HEADERS,NAILING, SPLICING, ETC.

RID

GE

VEN

T 8

LF

TYPICAL OVERHANG NOTE*TYPICAL FLAT SOFFIT OVERHANG IS 16"*TYPICAL GABLE END WALL SETBACK FROM WALL BELOW IS 8"*TYPICAL GABLE END OVERHANG IS 14"*HIP RETURNS TYPICAL AT ALL ROOF WATER TABLES

*RIDGE MEMBER_2X10UNLESS NOTED RIDGE MEMBERS ARE NOT FUNCTIONING AS BEAMS. MEMBERS MAY BEBUTT JOINED BETWEEN RAFTERS. MEMBERS MUST EXTEND AT MINIMUM TO BOTTOMOF RAFTER EDGE.*HIP MEMBER_2X10UNLESS NOTED HIP MEMBERS ARE NOT FUNCTIONING AS BEAMS. USE DOUBLE 2X10MEMBERS STAGGER SPLICED OR SINGLE MEMBER LVL'S FOR LONGER LENGTHS

LONG LENGTH RAFTER BEARING WALLS BELOW

LONG LENGTH RAFTER BEARING BEAMS BELOW

FRAMING*TYPICAL RAFTER_2X8 #2 spf@ 16" OC (MAX SPAN=18'-2") PER TABLE 802.5.1(1)*ALL SPANS BELOW 2X8 CAPACITY*MAX RAFTER LENGTH REQUIRED IS 21'

ROOF FRAMING PLAN

ROOF LAYOUT PLANROOF PITCH

ROOF VENTILATION*HORIZONTAL ROOF AREA = 2621 SF*REQUIRED SOFFIT VENT = 630 SQ IN =70 LF VENT RATED AT 9 SQ IN PER LF*REQUIRED RIDGE/ROOF VENT = 630 SQ IN = LF VENT RATED AT 53 SQ IN PER LF*RIDGE VENT AVAILABLE = 80 LF

VALLEY BEAM 2-10" LVL

VALLEY BEAM 2-10" LVL

7'-8

"9'

-1 1

/2"

8'-0

"10

'-1 1

/2"

31'-3

1/2

"

2'-0

"

MAIN FLOOR

UPPER FLOOR

ATTIC FLOOR

FRONT ELEVATION(hill street)

GA

RAG

E SL

AB

7

12

7'-8

"2'

-0"

8'-0

"10

'-1 1

/2"

9'-1

1/2

"

9'-0

"7'-0

"

7

12

LEFT ELEVATION

UPPER FLOOR

ATTIC FLOOR

MAIN FLOOR

GARAGE SLAB

8'-0

"7'

-8"

9'-1

1/2

"10

'-1 1

/2"

REAR ELEVATION(hammock lane)

UPPER FLOOR

ATTIC FLOOR

MAIN FLOOR

7

12

8'-0

"10

'-1 1

/2"

9'-1

1/2

"7'

-8"

RIGHT ELEVATION

MAIN FLOOR

UPPER FLOOR

ATTIC FLOOR

7

12

12

5

8" 8"

2'-0

"

GARAGE DR HDR

FLUSH UP LVL BEAM

OVERFRAME

W16X26 BEAM

2X8 FILLER FRAMING

ATTIC

FUTURE

GARAGE

CLOS

PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.

M.BEDROOM

LIBRARY

CRAWL SPACE

PROFILE SECTION PS1

PDR

8"

CASED PORCH BEAM

CASED PORCH BEAM

CASED PORCH BEAM

FLUSH LVLFLUSH LVL

CASED PORCH BEAM

PORCH CEILING

PORCH CEILING

FLUSH LVLFLUSH LVL

HALLSTAIR

ATTIC


CLOS

PROFILE SECTION PS2

LIN

EN

FAMILY RM

CRAWL SPACE

FOYER

COVEREDPORCH

COVEREDPORCH

CASED PORCH BEAM

CASED PORCH BEAM

CASED PORCH BEAM

FLUSH LVL

CASED PORCH BEAM

PORCH CEILING

PORCH CEILING

DROP LVL

FLUSH LVL

ATTIC


FAMILY RM

CRAWL SPACE

COVEREDPORCH

COVEREDPORCH

BATH

BEDRM

PROFILE SECTION PS3

PLAYRM

1'-0

"

6"

1'-0

"

12"

VARIES

2'-0"

10"

2'-0"

10"

VARI

ES

0 "0 "0 " 0 "

ATTIC FLOOR ASSEMBLY*2X4 PLATE FOR RAFTERS BIRDSMOUTH*SUBFLOOR STRUCTRAL SHEATHING (OPTIONAL)*R-30 MIN INSULATION*ATTIC JOISTS AS SPECIFIED

MAIN FLOOR ASSEMBLY:*3/4" ADVANTEK FLOOR SHEATHING*R-19 MIN INSULATION*2X10 FLOR JOISTS @ 16"

FLOOR SHEATHING INSTALLATION:*MIN NAILING REQUIREMENTS 8d NAILS @6" OCALL EDGES & INTERMEDIATE MEMBERS

ATTIC FLOOR ASSEMBLY*2X4 PLATE FOR RAFTERS BIRDSMOUTH*SUBFLOOR STRUCTRAL SHEATHING (OPTIONAL)*R-30 MIN INSULATION*ATTIC JOISTS AS SPECIFIED

WALLS SHEATHING INSTALLATION:*8d NAILS @ 3" OC INTO DBL PLATE STAGGERED*SEE SECTION 4408.4

PERIMETER PLATE*2-2X8 PT

VERTICAL REINFORCEMENT:*#4 BAR /BOLT FROM FTG TO DBL PLATEATMAX 2'FROM CORNERS & 6' OC OR*#5 BAR/BOLT @8' OC


PERIMETER PLATE*2-2X8 PT


UPPER FLOOR WALL ASSEMBLY:*EXTERIOR SIDING PER ELEVATIONS*TYVEK WEATHER RESISTANT BARRIER*1/2" EXPOSURE 1 OSB STRUCTURAL SHEATHING*R-13 MIN INSULATION*2X4 FRAMING @ 16"OC*1/2VAPOR RETARDER ON WINTER WARM SIDE*1/2" SHEETROCK

HEADER & WINDOW ASSEMBLY:*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEEPLANS FOR EXCEPTIONS*WINDOW HEAD HEIGHT NOTED ON ELEVATIONS*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEVATIONS

UPPER FLOOR ASSEMBLY:*3/4" ADVANTEK FLOOR SHEATHING*OPTIONAL SOUND INSULATION*OPEN WEB JOISTS @ 19.2"*BAND BY TRUSS MANUFACTURER1/2" SHEETROCK CEILING

HEADER & WINDOW ASSEMBLY:*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEEPLANS FOR EXCEPTIONS*WINDOW HEAD HEIGHT NOTED ON ELEVATIONS*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEVATIONS

TYVEK WEATHER RESISTIVE BARRIER INSTALLEDEXACTLY PER MANUFACTURERS SPECS

SIDING AS SELECTED


WALL SHEATHING INSTALLATION:*8d NAILS AT 6" OC AT PANEL EDGES & 12" OC ATINTERMEDIATE MEMBERS*ALL PANEL EDGES REQUIRE BLOCKING*EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS



SIMPSON H 2.5 CLIPS TYPICAL EA RAFTER

HURRICANE CLIPS*SIMPSON H 2.5 @ EA RAFTER

UPPER FLOOR WALL ASSEMBL*EXTERIOR SIDING PER ELEV*TYVEK WEATHER RESISTANT BARRIER*1/2" EXPOSURE 1 OSB STRUCTURAL SHEATHING*R-13 MIN INSULATION*2X4 FRAMING @ 16"OC*1/2VAPOR RETARDER ON WINTER WARM SIDE*1/2" SHEETROCK

HEADER & WINDOW ASSEMBLY:

Y:

*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEEPLANS FOR EXCEPTIONS*WINDOW HEAD HEIGHT NOTED ON ELEVATIONS*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEVATIONS

UPPER FLOOR ASSEMBL*3/4" ADVANTEK FLOOR SHEATHING*OPTIONAL SOUND INSULATION*OPEN WEB JOISTS @ 19.2"*BAND BY TRUSS MANUFACTURER1/2" SHEETROCK CEILING

HEADER & WINDOW ASSEMBL*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEEPLANS FOR EXCEPTIONS*WINDOW HEAD HEIGHT NOTED ON ELEV*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEV

PERIMETER PLATE*2-2X4

TYVEK WEATHER RESISTIVE BARRIER INSTALLEDEXACTLY PER MANUFACTURERS SPECS

SIDING AS SELECTED

BLOCKING

BLOCKING

DRAWINGS HAVE ALLOWED (14" TRUSSES)MAIN FLOOR DECK. DRAWINGS HA

HORIZONTAL JOINT MIN12" BELOW FLOOR PLANE-ALTERNATING SHEETS

BRICK FACED PIER:*20"X20" X HT REQUIRED*BLOCK CORE FILLED*J BAR TIED TO FTG TO INTEGRATE DEAD LOAD

WALL SHEATHING INSTALLATION:*****8d NAILS AT 6" OC AT PANEL EDGES & 12" OC ATINTERMEDIATE MEMBERS*ALL P ANEL EDGES REQUIRE BLOCKING*EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS

WALL SHEATHING INSTALLATION:*****8d NAILS AT 6" OC AT PANEL EDGES & 12" OC ATINTERMEDIATE MEMBERS*ALL PANEL EDGES REQUIRE BLOCKING*EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS

PIER FTG*12" D X 2'-8"'X2'-8"*3" 4 BAR EA WAY

RECTANGULAR POSTS:*4X4 (OR 6X6 IF PREFERRED)PT GRAVITY LOAD POST*PACK & TRIM TO TAPERED FORMAT

HORIZONTAL JOINT MIN12" ABOVE FLOOR PLANE-ALTERNATING SHEETS

STUD TO STUD UPLIFT STRAP

MAIN FLOOR ASSEMBL*3/4" ADVANTEK FLOOR SHEATHING*R-19 MIN INSULATION*OPEN WEB JOISTS @ 19.2"*BAND BY TRUSS MANUFACTURER1/2" SHEETROCK CEILING REQUIRED AGARAGE

ROOF & ROOF OVERHANG ASSEMBLY:*30 YR ARCHITECTURAL ASPHALTIC SHINGLES*15# ROOFING FELT*1/2" EXPOSURE 1 STRUCTURAL SHEATHING*2X8 #2 SPF RAFTERS @ 16" OC*2X6 SUBFASCIA*1X8 FINISH FASCIA*1X4 DRIP TRIM PER CONDITION*SOFFIT WITH CONTINUOUS VENTILATION SYSTEM*2X FRAMING AS REQ'D FOR SOFFIT SUPPORT

DRAWINGS HAVE ALLOWED (2X8) ATTIC FLOOR DECK DRAWINGS HAVE ALLOWED (2X8) ATTIC FLOOR DECK

1X12 BARGE BOARD WITH PVC DRIP1X12 BARGE BOARD WITH PVC DRIP

SOIL BEARING:UNDER FOOTING SOIL REQUIRED MIN2000 PSF BEARING CAPACITY.CONTRACTOR IS RESPONSIBLE FORTESTING AND OR COMPACTIONPROCEDURES TO ACHIEVE THIS MINIMUM.

NO OF BLOCK COURSES PER SITEEXIST GRADE AND BFE

FTG MIN 10"D X 24"W*2-#5 BAR CONTINUOUS OR*3-#4 BAR CONTINUOUS

FOUNDATION CONTROL DIMENSION TO HERE-

FOUNDATION WALL:*8" BLOCK-SEE ANCHORAGE NOTES*4" BRICK VENEER*12" BLOCK BELOW GRADE(OR EXTEND 4" BRICK TO FOOTING)

2X6 TREATED PLATE

SOIL BEARING:UNDER FOOTING SOIL REQUIRED MIN2000 PSF BEARING CAPACITY.CONTRACTOR IS RESPONSIBLE FORTESTING AND OR COMPACTIONPROCEDURES TO ACHIEVE THIS MINIMUM.

NO OF BLOCK COURSES PER SITEEXIST GRADE AND BFE

FTG MIN 10"D X 24"W*2-#5 BAR CONTINUOUS OR*3-#4 BAR CONTINUOUS

FOUNDATION CONTROL DIMENSION TO HERE-

FOUNDATION WALL:*8" BLOCK-SEE ANCHORAGE NOTES*4" BRICK VENEER*12" BLOCK BELOW GRADE(OR EXTEND 4" BRICK TO FOOTING)

2X6 TREATED PLATEVERTICAL REINFORCEMENT:*#4 BAR /BOLT FROM FTG TO DBL PLATEATMAX 2'FROM CORNERS & 6' OC OR*#5 BAR/BOLT @8' OC

PORCH ROOF & BEAM DETAILSIMILAR FRONT & BACK

FLOOR CONSTRUCTION

WALL SHEATHING SCHEMATIC****(ELEVATION VIEW)

GENERAL CONSTRUCTION NOTESHIGH WIND ZONE SPECIFIC NOTES HIGH WIND ZONE SPECIFIC NOTES

127

TYPICAL BEARING WALL SECTION TYPICAL END WALL SECTION

HOUSE WALL REAR PORCH DETAIL

RAIL: STRUCTURED TO WITHSTAND 200# IMPACT LOAD*CHAMPFERED OR COPPER CAP POST CAPS*4X4 PT POSTS NOTCHED & BOLTED AT PERIMETER JOIST-2 EACH AT FRONT RAIL ONLY*CHAMPFERED 2X4 PT TOP RAIL*EASED EDGE 2X2 SPINDLES AT 4" MAX NET SPACING*2X4 PT LOWER RAIL

UPLIFT ANCHOR:*SIMPSON ABU66 STANDOFF POST BASEWITH (1) 5/8" ANCHOR BOLTOR THREADED ROD WITH 6" EMBEDMENTSECURED IN EPOXY.

PORCH BEAM:*2-2X10 ON NOTCHED COL*2-5/8" THRU BOLTS*FURR OUT AS REQ'D FOR BOLTS & BOLT HEADS*BEAM TRIMS

PORCH FRAMING:*ROOFING TO MATCH*1/2" EXPOSURE 1 OSB STRUCTURALLY RATED SHEATHING*2X8 RAFTERS*2X6 CEILING JOISTS

DECK ASSEMBLY:*BLOCKING INSIDE WALL SHEATHING STABILIZED FOR DECK BOLTS

*SURFACE NON CORROSIVE FLASHING AT EXTERIOR WALLABOVE/BEHIND SIDING & BELOW DECKING. ALUMINUM NOT

PERMITTED.*2X10 PT LEDGER ATTACHED WITH 5/8" HOT DIPPED GAL

BOLTS AT 1'-8" OC AND 12d HOT DIPPED GAL NAILS 3@6" OC*GALVANIZED JOIST HANGERS

*2X10 PT JOISTS @ 16" OC*DECKING AS SELECTED RATED FOR JOIST CENTERS

Cabin in Cana

Located in the piedmont region of North Carolina, the town of Cana

has a number of standing buildings from the turn of the 20 th century.

Many of these buildings, both public and private, utilize the front porch

as a gathering or entertaining space. The notion of a programmatically

interstitial space became the driving idea behind this two-room cabin.

The kitchen and entertaining space opens up fully to an extended

front porch, welcoming company to the cabin and extending the

threshold between public and private spaces.

An introductory exercise for the semester, the cabin was intended

to serve as part of a larger vineyard complex on a 170-acre site of

rolling hills, meandering gravel roads, and dense deciduous forest.

The transition between the public front porch space and the private

sleeping space recalls the sense of compression and release

experienced by the closing in and opening up of the forest walls as

one drives through the site.

0 1 2 4

A

B

C

01 gathering

02 cooking

03 sleeping

04

0102

0304

cricket blocking

standing seam roof

moisture barrier

2x4

batt insulation

3/4” AC plywood

rafter assembly (2x10, 2x6, 2x10)

2x8 blocking

anchor bolt

cast-in-place concrete wall

0 1 2

batt insulation

3x3x1/4 angle

2x10 header joist

2x 5” sill plate

anchor bolt

A

B

C

Showroom + Regional Headquarters

Morgan and Hillsborough Streets provide two major east-west

thoroughfares into the city center, but in conjunction with the railroad

tracks, they tend to divide the surrounding areas of Glenwood South,

Boylan Heights, and the Warehouse District. This building attempts to

minimize this division by identifying itself with Glenwood South, and

by drawing this area’s activity as far south as Morgan St, a primary

pedestrian route between the Warehouse District and Boylan Heights.

The program describes a mixed-use building to act as a showroom

and regional headquarters for an independent electric automaker.

The building provides a display showroom, sales area, and offi ces,

as well as a café on the ground fl oor. A central corridor continues

the street edge from Glenwood South, and provides the primary

means of circulation through the building. Volumes of offi ce space are

suspended from this corridor, and are protected from direct east and

west sunlight by computer-controlled shading devices. Glass panels

use a matrix of darkened quartz crystals to prevent glare, a technology

currently being developed by the automotive industry. These large

planes can be programmed to help convey visual information, such

as images of the client’s cars, or a digital corollary to the shimmer wall

of the convention center at the city center’s southern gateway.warehouse district

glenwood south

boylan heights

site

Site viewed from across Glenwood Ave.

01 showroom

02 cafe

03 sales lounge

04 reception

05 workroom

06 conference

07

08 management

GND

2 3

SITE

A

C

D

B

01

02

03

04

05

06

07

07

08

0 16 32

0 6432

morgan street

glen

woo

d av

enue

hillsborough street

Shimmer wall

Raleigh Convention Center

section a

section b

The sales process has been

reinterpreted to refl ect the activities

of Glenwood South, replacing a

series of formal desks with a more

comfortable, lounge-like experience.

The process utilizes advancements

in portable point-of-sale technologies

to allow patrons a more direct, visible,

and personal buying experience.

SUSAN MOLLASALEHI

SUSAN MOLLASALEHI

6

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Susan Mollasalehi