Page 1

hammock lane_right

hammock lane_left

hill st_right

hill st_left


HAMMOCK LANE PR

OPE

57'-0" RTY

LIN

38'-0"

E

8'-8"

15'-4"

30'-

0"

14'-0"

BU

ILD

IN

3'-0"

NE

8'-0" FV

3'-0"

8'-8" FV

1'-4" 8" FV

8"

1'-4" 8"

1'-4" 8"

FV

UNEXCA VATED 1'-8"

10'-8" 18'-8"

2'-10"

25'-0"

20'-0" 45'-0" 57'-0"

33'-0"

9'-4" 16'-8"

FV

FV FV

1'-4" 8"

8'-4"

1'-4" 8"

FV

14'-8" 8" 1'-10 1/2" 5'-0" 9'-0"

1'-4" 8"

FV

3'-8"

12'-0"

FRAMED DECK ABOVE

1'-0"

2'-8"

FV

4'-8" 1'-4"

8'-4"

1'-4" FV 8"

1'-4 1/2"

9'-0"

1'-4" 8"

8'-4"

7'-4"

16'-8"

30'-4"

7'-4"

3-2X10 DROP GIRDER

2'-10"

1'-4" 8"

8"

4" 1'- 8"

GARAGE SLAB ABOVE

6'-0"

3-2X10 DROP GIRDER 3-2X10 DROP GIRDER

6'-8" UNEXCAVAT ED/FILLED

3'-8"

1'4"

8"

6'-0"

FV

10'-9"

8'-4"

FRAME FL OOR ABOVE

8"

50'-0"

VENTILA TED CRAWLACE SP

5'-4 1/2"

12'-4"

8" 8'-9 1/2"

6'-4"

1'-4" 8"

8"

site layout_1"=16'

4'-4 1/2"

HILL STREET

3-2X10 DROP GIRDER

3-2X10 DROP GIRDER

11'-5 1/2"

PROPERTY LINE

3'-4"

FV

1'-4" 8"

FV

4'-0"

1'-4" 8"

8'-4"

7'-0"

1'-8"

1'-4" 8"

7'-5"

3'-8"

7'-5"

ZONING DATA FROM BOB DAVIES 252-728-2141 R-8 25' FRONT/30' REAR/8'SIDES

1'-8"

5'-0"

8'-8"

FV

1'-4" 8"

1'-4" 8"

FV

12'-4"

FRAMED DECK ABOVE

8"

1'-4" 8"

8'-2"

6'-7"

4"

UNEX CAVATED FV

6'-7"

1'-8"

1'-4" 8"

FV

1'-4" 8"

FV FV

3-2X10 DROP GIRDER

8'-2"

CR

1'-4" 8"

1'-4" 8"

8'-8"

FV

25'-0"

1'-4" 8"

7'-0"

1'-8"

1'-8" 3'-4"

NEW PORCH

BUILDING LINE

1'-4" 8"

FV

91.99 sq ft

7'-0"

FV

NEW GARAGE

PROPERTY LINE

8'-0"

8'-0"

3' 5'

FV

19'-8"

PROPER

G LINE BUILDIN

BUILDING LINE

TY LINE

1,373.33 sq ft

EXISTING FOOTPRINT

576.13 sq ft

1'-8"

9'-8"

8"

FV

262.95 sq ft

5'-0"

1'-

8"

4"

NEW PORCH

NEW FOOTPRINT

32'-0" 8'-8"

8"

1'-

4"

FV

FV

1'-4" 8"

G LI


MAIN FL OOR DIMENSIONS

UPPER FL OOR DIMENSIONS

TYPICAL CEILING HT THIS FLOOR: 10' NOMINAL DIMENSIONS

TYPICAL CEILING HT THIS FLOOR: 9' NOMIMAL DIMENSIONS

*SEE NOTES & SYMBOLS SHEET FOR ALL WALL SYMBOLS *ALL DIMENSIONS AREACE TO FOF FRAMING *ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH *EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED ACE OF TO FRAMING F *DIMENSIONAL TOLERANCE IS 1/2" *DOORS NOT LOCA TED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE DOORS & WINDOWS *SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS *CHECK ELEVA TIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS *WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARE NOMINAL DOOR SIZES EXCEPT *GL DOORS AREAT "P IO" TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT ARE FRAME SIZES AS PER MOST MANUF ACTURERS 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 RESPONSIBILITY OF THE DOOR/WINDOW VENDOR(S)

*SEE NOTES & SYMBOLS FOR ALL WALL SYMBOLS *ALL DIMENSIONS AREACE TO FOF FRAMING *ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH *EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED ACE OF TO FRAMING F *DIMENSIONAL TOLERANCE IS 1/2" *DOORS NOT LOCA TED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE DOORS & WINDOWS *SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS *CHECK ELEV ATIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS *WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARE NOMINAL DOOR SIZES EXCEPT *GL DOORS AREATIO" "P TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT ARE FRAME SIZES AS PER MOST MANUF ACTURERS SIZING PRACTICE. *WIDTH (OVER) HEIGHT SIZES FOR WINDOWS ARE NOMINAL FRAME SIZES. *ALL ROUGH OPENINGS TO BE CONFIRMED BY APPROPRIA TE VENDORS *ALL REQUIRED TEMPERED GLASS IS TO BE INCLUDED AND IS THE RESPONSIBILITY OF THE DOOR/WINDOW VENDOR(S)

14'-0" 8'-0"

14'-0"

15'-4"

3'-0" 4'-0"

4'-0"

7'-10"

7'-3"

15'-8"

6'-6" 25'-0"

5'-8 1/2"

W

8'-8" W DO IN

9'-4"

16'-8"

4'-8" 4'-8"

A A

2' 2'

DH

4'-0"

5'-10"

5'-

DH2

12'-4"

8'-4"

6'-6"

3'-8 1/2"

9'-5" 5'-10"

DH3

4'-4"

2"

5'-8" 5'-10"

family

2'-6" 4'-10"

12'-0"

2' 2'

A

2' 2'

3'-8"

ACO

15'-8"

3'-8"

W ER

3 5'- '-2" 10 "

NT

CE

6' 8'

7'-4"

12'-4"

FPO

3'-6" 3'-6"

6'-0"

30'-4"

3'-4"

4'-0" 15'-10 1/2"

10'-11 1/2"

GL2

dining

3'-11"

1'-7"

15'-11 1/2"

4'-0"

5'-8" 5'-10"

4'-11" ACO

kitchen

5' 4'-8"

OPT. HWH

garage

GL

GL

covered porch

2'-4"

45'-0" 7'-4"

10'-4" 25'-0"

9'-5" 5'-10"

1'-10"

2'-8" 8'

GL

5'-0"

DH

7'-6 1/2"

11'-7"

up

6'-6 1/2"

4'-8" 8'-8"

4'-6"

1'-3"

2'-8" 6'-8"

5'-8"

3'-10"

4'-6 1/2"

3'-8 1/2"

XH

2'-4" 6'-8"

H

H

hall

2'-4" 6'-8"

up

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

FR

clos

2'-4" 6'-8" H

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

11'-4"

3'-0" 3' 8'

1'-4"

2' 6'-8"

A

6'-6" 7'-0" DH

clos

33'-0" 6'-5" 7'-3" 2'-10"

5'-8"

14'-7 1/2"

A

7'-8"

19'-8" 16'-8"

1'-11" 8'-8"

A

5'-11"

2'-6" 4'-10"

2'-8" 6'-8"

5'-6 1/2"

5'-0"

stair 8'-6"

9' 8'

DH

2' 6'-8"

9' 8'

2'-10" 5'-6"

DH

8'-4 1/2"

H

XH

2'-10" 5'-6"

DH

4'-8" 6'-8"

2'-8"

2'-3 1/2"

7'-10"

5'-8" 5'-10"

DH

3'-0" 8'-8"

2'-2" 3'-10"

H

2' 2'

DH3

4'-4"

3'-4"

1'-10"

bedroom 15'-0 1/2" 2'-4" 6'-8"

2' 2'

A

8'-11"

clos

DH

8'-5 1/2"

2'-4" 6'-8"

H

A

2'-8" 6'-8"

A

11'-10" 2'-4" 6'-8"

1'-2" H

bath

5'-10"

clos

4'-6 1/2"

9'-5" 5'-10"

laund

2'-6" 4'-6"

11'-6 1/2"

4'-5" 4'-10"

4'-10 1/2" 2'-4"

3' 6'-8"

HP

H

7'-10"

DH2

ra 4'-5"

pdr

H

HWH

2' 2'

foyer FDA

library/den living 7'-7"

3'-2"

3'-8 1/2"

3'-10"

7'-3 1/2"

1'-11 1/2" 4'-6 1/2"

2'-8" 6'-8"

2' 2'

2' 2'

7'-0"

H

9'-4" 2'-8" 6'-8"

11'-11"

12'-8"

16'-3"

15'-1"

2'-0"

5' 4'-10"

13'-0"

6'-8" H

clos H

H

4'-8 1/2"

pull dn stair

future

4'-4"

H

7'-6 1/2"

H

4'-2 1/2"

H

2'-2"

A DH

H

3'-2 1/2"

2'-4" 6'-8"

6'-1"

4'-4"

H

4'-8 1/2"

7'-9 1/2"

5'-8" 5'-10"

11'-2 1/2"

dn 2' 6'-8"

2'-6"

3'-0" 5'-8"

5'-8" 5'-2"

7'-8" 4'-10" 2'-2" 4'-2"

stair

4'-4"

CE N 2'- TE 5'- 10" R W 10 IN DO "

W CE N 2'- TE 5'- 10" R W 10 IN DO "

5'-8" 5'-10"

4'3"

DH

A

2'-6"

3'-0" 19'-8"

1'-8"

4'-5"

6'-5"

play rm

7'-6"

2" 3'- 0" 1 5'-

DH2

2' 6'-8"

2' 6'-8"

7'-10" 25'-4"

1'-8" 6'-8"

4'-3 1/2" 2'-8" 6'-8"

covered porch

4'-6"

2"

1'-6"

hall

4'-2"

5'-

m.bath

DH2

13'-5"

2' 2'

DH

clos

2'-4" 6'-8"

2'-8" 6'-8"

3'-6"

DH

3'-6"

4'-1 1/2"

custom shower

H

3'-8"

3"

wc

2'-2" 4'-2"

12'-0" 8'-4"

4'-

W DO " 10 2'- 10" 5'-

A

4'-4"

4'-6" DH2

8'-4 1/2"

4'-2"

W DO IN W 0" ER 2'-1 0" 1 5'-

7'-0"

DH

IN

4'-2"

13'-5" 2' 2'

DH2

NT

W

master bedroom

4'-6 1/2"

15'-4"

3'-0" 4'-0"

CE

4'-

4'-0"

3"

RE NT CE

DH2

2' 2'

8'-8"

8'-0"

4'-

4'-0"

8'-8" 3'-0"

6'-8"

3'-0"

3"

7'-0"

DH3

9'-2"

8'-6"

7'-4" 20'-0"

12'-0"


UPPER FL OOR FRAMING

WALL FRAMING-TYPICAL WALL HT NOMINAL 9'

MAIN FL OOR FRAMING

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

WALL FRAMING-TYP WALL HT NOMINAL 10'

*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE & DBL TOP PLA TE *TALL EXTERIOR WALLS_STUD GRADE 2X6'S @ 16" WITH SINGLE SOLE PLATE & DBL TOP PLATE. WALLS SHOULD BE NOTED . FRAMER MUST DEFER ABLE TO T 602.3.1. *TYPICAL INTERIOR WALLS-STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE & DBL TOP PLA TE.

FLOOR FRAMNG (FOR FLOOR VE)ABO

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

STAND ARD HEADERS (NO T SHOWN)

FLOOR FRAMNG (FOR OOR FL ABOVE)

*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1) *OR_FOR ALL HEADERS IN BEARING WALLS UPAN TO__2-2X10 6' SP #2 SPF 1 JACK STUD REQUIRED *AND_ FOR ALL HEADERS IN BEARING WALLS FROMAN__2-1.75 6' TO 9' SP X 9.5VL L 2 JACK STUDS REQUIRED *AND_ FOR SP ANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS

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

STANDARD HEADERS (NOT SHOWN)

*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1) *OR_FOR ALL HEADERS IN BEARING WALLS UPAN TO__2-2X10 5' SP #2 SPF 1 JACK STUD REQUIRED *AND_ FOR ALL HEADERS IN BEARING WALLS FROMAN__2-1.75 5' TO 9' SP X 9.5VL L 2 JACK STUDS REQUIRED *AND_ FOR SP ANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS

DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS

*DROP OR FLUSH BEAM AS NOTED 2 STUD BEARING EXCEPT AS NOTED *DROP CASED ALSE F OR STRUCTURAL BEAM AS NOTED *STEEL BEAM AS NOTED

DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS

POINT LOADS

*DROP OR FLUSH BEAM AS NOTED 2 STUD BEARING EXCEPT AS NOTED *DROP CASED ALSE F OR STRUCTURAL BEAM AS NOTED *STEEL BEAM AS NOTED

*POINT LOAD SYMBOLS ARE FOR TRACKING AND TING CALCULA LOADING AND BEAM SIZING. NO ACTION IS REQUIRED EXCEPT AS . NOTED

LINTELS FOR MASONRY VENEER (NOT SHOWN)

POINT LOADS

*TYPICAL LINTEL REQUIREMENTS PER TABLE R703.7.1 SPANS 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 SP ANS OVER 10' SEE PLANS

*POINT LOAD SYMBOLS ARE FOR TRACKING AND TING CALCULA LOADING AND BEAM SIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.

PT LOAD

3-2X4

16'-10"

future clos

FLUSH BEAM 2-8" VLL

bath

3-2X4

3-2X4

bedroom

clos

15'-8" CLIP TOP OFVLL AS REQ'D

BEARING WALL FLUSH BEAM 2-12" VLL

DROP BEAM 2-10" LVL

2X8 PORCH CEIL JSTS

3-2X4

dining kitchen DROP BEAM 2-10"VLL

16'-9"

3-2X4

FLUSH BEAM 2-14" VLL

3-2X4 3-2X4

up

3-2X4

3-2X4

3-2X4

family

garage

5-2X6 STUDS

6X6

3-2X4

hall

2-2X6

DROP BEAM 2-10"VLL

6X6

covered porch

FLUSH JSTS 2-14" LVL

laundry

21'-10"

PT LOAD

PT LOAD

BEARING WALL

3-2X4

stair

up

clos

clos

16'-6 1/2"

24'-11 1/2" DROP STEEL W16X26

5-2X6 STUDS

4-2X4

covered porch

10"

KING LOCA TION

pull dn stair

pdr

FLUSH BEAM 2-14" VLL

10'-4"

16'-7 1/2"

dn

clos

FLUSH BEAM 2-14" VLL

ROOF TIES @16"

3-2X4

ra

12'-3"

16'-2"

stair

3-2X4

4-2X4

play rm

3-2X4

16'-6 1/2"

clos

foyer ROOF TIES @16"

3-2X4

KING OCA L TION

7'-6 1/2"

BEARING WALL

m.bath 12'-3"

BEARING WALL wc

1'-10"

FLUSH BEAM 2-8" VLL

FLUSH BEAM 2-8" VLL

BEARING WALL

10'-4" 6X6

library/den living

16'-6"

16'-6"

BEARING WALL

hall

custom shower

PERIMETER CASED PORCH BEAM- 3-2X10 PT

10'-6"

master bedroom

16'-10"

BEARING WALL

GARAGE DR HDR 2-10" VL L

PERIMETER CASED PORCH BEAM- 3-2X10 PT

GARAGE DR HDR 2-10" VL L

5'-6"

6X6

12'-4"

6X6


TYPICAL OVERHANG NOTE

RIDGE VENT 8 LF

*TYPICAL FLA T SOFFIT OVERHANG IS 16" *TYPICAL GABLE END WALL SETBACK FROM WALL BELOW IS 8" *TYPICAL GABLE END OVERHANG IS 14" *HIP RETURNS TYPICAL T ALL A ROOF WA TER TABLES

ROOF LA YOUT PLAN ROOF PIT CH

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

EY BE AM 2V" L 10

RIDGE VENT 17 LF

RIDGE VENT 8 LF

DH

2'-2" 3'-10"

OVERFRAME

MAX RAFTER LENGTH HERE IS 21'

RIDGE VENT 23 LF

KING

PORCH ROOF BELOW 5 IN 12 PIT CH

ROOF FRAMING PLAN RIDGE VENT 7 LF

FRAMER TO FOLLOW LOCALL Y ACCEPTED BUILDING PRACTICES AND CODE REQUIREMENTS FOR ALL SPECIFIC RAFTER TIONS, LOCA DOUBLES, HEADERS, NAILING, SPLICING, ETC.

FRAMING

*TYPICAL RAFTER_2X8 #2 @ spf16" OC (MAX AN=18'-2") SP PER TABLE 802.5.1(1) *ALL SPANS BELOW 2X8 ACITY CAP *MAX RAFTER LENGTH REQUIRED IS 21' LONG LENGTH RAFTER BEARING WALLS BELOW LONG LENGTH RAFTER BEARING BEAMS BELOW *RIDGE MEMBER_2X10 UNLESS NOTED RIDGE MEMBERS ARE NOT FUNCTIONING AS BEAMS. Y BE MEMBERS MA BUTT JOINED BETWEEN RAFTERS. MEMBERS MUST EXTEND AT MINIMUM TO BOTTOM OF RAFTER EDGE. *HIP MEMBER_2X10 UNLESS NOTED HIP MEMBERS ARE NOT FUNCTIONING AS BEAMS. USE DOUBLE 2X10 MEMBERS STAGGER SPLICED OR SINGLE MEMBER VL'S FORLLONGER LENGTHS

2'-2" 4'-2"

DH

LL VA KING

MAX RAFTER LENGTH HERE IS 21'

RIDGE VENT 4 LF

10 V" L 2EY

BE

AM

OVERFRAME

VA LL

RIDGE VENT 13 LF

ROOF VENTILA TION

*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 TED A TRA 53 SQ IN PER LF *RIDGE VENTVAILABLE A = 80 LF

*VALLEY BEAMS_20#LL+15#DL VALLEY BEAMS AS NOTED ON PLANS OR FOLLOW ABLE BELOW FORTHORIZONT AL SPANS 1-2X10(MAX AN=8'-6") SP 2-2X10(MAX AN=12') SP 1-1.75X9.5 VL(MAX L SP AN=14'-6") 2-1.75X9.5 VL(MAX L SP AN=17'-6") 1-1.75X11.875VL(MAX L SP AN=17'-6") 2-1.75X11.875VL(MAX L SP AN=20'-9") SYMBOL FOR A BEARING OR POINT LOAD CONDITION USED FOR IDENTIFYING AND TRACKING LOADS IN THESE DRAWINGS. ANY SPECIFIC ACTION REQUIRED IS. NOTED BEARING ENDS OF BEAMS. ANY SPECIFIC ACTION OTHER THAN NORMAL CONSTRUCTION T THESE A POINTS IS NOTED .

OVERFRAME AREAS *POSSIBLE OVERFRAME AREAS ARE SHOWN T DISCRETION A OF BUILDER/FRAMER. IF OVERFRAME NOT USED FOLLOW VALLEY AN LIMITS SP ABOVE.

HIGH WIND COMPLANCE *THESE DRAWINGS DO NOT SPECIFICALL Y ADDRESS FRAMING AND ASTENING F REQUIREMENTS FOR HIGH WIND ZONES. *CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIREMENTS AS SPECIFIED IN CODE (CHAPTERS 9 AND 44 SPECIFICALL Y) FOR FRAMING AND ASTENING. F *ALL WORK TO ACCOMPLISH CODE COMPLIANCE AND SATISFYING ALL INSPECTIONS ARE TO BE INCLUDED IN CONTRACTORS SCOPE OF WORK.


REAR ELEV ATION (hammock lane)

12 7

LEFT ELEV ATION

12 7 ATTIC FLOOR

7'-8" 9'-1 1/2"

7'-8" 9'-1 1/2"

ATTIC FLOOR

UPPER FLOOR

8'-0" 10'-1 1/2"

8'-0" 10'-1 1/2"

9'-0"

7'-0"

UPPER FLOOR

MAIN FLOOR 2'-0"

MAIN FLOOR

GARAGE SLAB

RIGHT ELEV ATION

12 7

UPPER FL OOR

UPPER FLOOR

GARAGE SLAB 2'-0"

MAIN FL OOR

MAIN FLOOR

31'-3 1/2"

7'-8" 9'-1 1/2"

5

8'-0" 10'-1 1/2"

12

FRONT ELEV ATION (hill street)

ATTIC FLOOR

ATTIC FLOOR

7'-8" 9'-1 1/2"

7

8'-0" 10'-1 1/2"

12


PROFILE SECTION PS2

PROFILE SECTIONS ARE FOR VISUAL REFERENCE AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES ON RESPECTIVE PLANS.

ATTIC

FLUSHVL L

8"

FLUSH LVL

CLOS LINEN

STAIR

HALL PORCH CEILING

PORCH CEILING

FLUSHVL L

FLUSHVL L

CASED PORCH BEAM

COVERED PORCH

CASED PORCH BEAM

CRAWL SP ACE

PROFILE SECTION PS3

8"

OVERFRAME

8"

ATTIC

FLUSH UPVL L BEAM

FLUSHVL L

PLAYRM

BATH

CASED PORCH BEAM

PROFILE SECTIONS ARE FOR VISUAL REFERENCE AND HEIGTH RELA TIONSHIPS. FIND SPECIFIC NOTES ON RESPECTIVE PLANS .

FLUSHVL L

BEDRM

M.BEDROOM

FUTURE

PORCH CEILING PORCH CEILING

W16X26 BEAM

CLOS

DROP VL L CASED PORCH BEAM

COVERED PORCH

COVERED PORCH

FAMILY RM

PDR

2X8 FILLER FRAMING CASED PORCH BEAM

LIBRARY

GARAGE DR HDR

2'-0"

GARAGE

CASED PORCH BEAM

CRAWL SP ACE

CASED PORCH BEAM

CASED PORCH BEAM

PROFILE SECTION PS1

PROFILE SECTIONS ARE FOR VISUAL REFERENCE AND HEIGTH RELA TIONSHIPS . FIND SPECIFIC NOTES ON RESPECTIVE PLANS.

ATTIC

FOYER COVERED PORCH

FAMILY RM

CRAWL SP ACE


HIGH WIND ZONE SPECIFIC NOTES

GENERAL CONSTRUCTION NOTES

HIGH WIND ZONE SPECIFIC NOTES

ROOF & ROOF OVERHANG ASSEMBL Y: *30 YR ARCHITECTURAL ASPHALTIC SHINGLES *15# ROOFING FELT *1/2" EXPOSURE 1 STRUCTURAL SHEATHING *2X8 #2 SPF RAFTERS @ 16" OC *2X6 SUBF ASCIA *1X8 FINISHASCIA F *1X4 DRIP TRIM PER CONDITION *SOFFIT WITH CONTINUOUS VENTILA TION SYSTEM *2X FRAMING AS REQ'D FOR SOFFIT SUPPORT ATTIC FLOOR ASSEMBL Y *2X4 PLATE FOR RAFTERS BIRDSMOUTH *SUBFLOOR STRUCTRAL THING SHEA (OPTIONAL) *R-30 MIN INSULATION *ATTIC JOISTS AS SPECIFIED

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

BLOCKING

1'-0"

HORIZONTAL JOINT MIN 12" ABOVE FLOOR PLANEALTERNATING SHEETS

12 7

FLOOR CONSTRUCTION 1'-0"

STUD TO STUD UPLIFT STRAP HORIZONTAL JOINT MIN 12" BELOW FLOOR PLANEALTERNATING SHEETS

HURRICANE CLIPS *SIMPSON H 2.5 @ EA RAFTER PERIMETER PLATE *2-2X4

BLOCKING

DRAWINGS HAVE ALLOWED (2X8) ATTIC FLOOR DECK

WALL SHEATHING SCHEMATIC****

PORCH ROOF & BEAM DETAIL SIMILAR FRONT & BACK

(ELEVATION VIEW)

HEADER & WINDOW ASSEMBL Y: *2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEE PLANS FOR EXCEPTIONS *WINDOW HEAD HEIGHT NOTED AT ON IONS ELEV *WINDOW UNIT TYPE AND SIZE PER PLANS ATIONS & ELEV

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

12"

PORCH FRAMING: *ROOFING TO MATCH FLOOR SHEATHING INSTALLATION: *1/2" EXPOSURE 1 OSB STRUCTURALLY RATED SHEATHING *MIN NAILING REQUIREMENTS 8d NAILS @6" OC *2X8 RAFTERS ALL EDGES & INTERMEDIATE MEMBERS *2X6 CEILING JOISTS SIMPSON H 2.5 CLIPS TYPICAL EA RAFTER PORCH BEAM: *2-2X10 ON NOTCHED COL *2-5/8" THRU BOLTS *FURR OUT AS REQ'D FOR BOLTS & BOLT HEADS *BEAM TRIMS

VARIES

RECTANGULAR POSTS: *4X4 (OR 6X6 IF PREFERRED)PT GRAVITY LOAD POST WALL SHEATHING INSTALLATION:**** *PACK & TRIM TO TAPERED FORMAT *8d NAILS AT 6" OC AT PANEL EDGES & 12" OC AT INTERMEDIATE MEMBERS *ALL P ANEL EDGES REQUIRE BLOCKING *EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS

VARIES

UPPER FLOOR WALL ASSEMBL Y: *EXTERIOR SIDING PER ELEV ATIONS *TYVEK WEA THER RESIST ANT BARRIER *1/2" EXPOSURE 1 OSB STRUCTURAL THING SHEA *R-13 MIN INSULATION *2X4 FRAMING @ 16"OC *1/2VAPOR RET ARDER ON WINTER WARM SIDE *1/2" SHEETROCK

UPPER FLOOR WALL ASSEMBLY: *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

UPPER FLOOR ASSEMBL Y: *3/4" AD VANTEK FLOOR SHEATHING *OPTIONAL SOUND INSULATION *OPEN WEB JOISTS @ 19.2" *BAND BY TRUSS MANUF ACTURER 1/2" SHEETROCK CEILING

UPPER FLOOR ASSEMBL *3/4" ADVANTEK FLOOR SHEATHING *OPTIONAL SOUND INSULATION *OPEN WEB JOISTS @ 19.2" *BAND BY TRUSS MANUFACTURER 1/2" SHEETROCK CEILING

HEADER & WINDOW ASSEMBL Y: *2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEE PLANS FOR EXCEPTIONS *WINDOW HEAD HEIGHT NOTED AT ON IONS ELEV *WINDOW UNIT TYPE AND SIZE PER PLANS ATIONS & ELEV

FLOOR SHEATHING INSTALLATION: *MIN NAILING REQUIREMENTS 8d NAILS @6" OC RAIL: STRUCTURED TO WITHSTAND 200# IMPACT LOAD ALL EDGES & INTERMEDIATE MEMBERS *CHAMPFERED OR COPPER CAP POST CAPS *4X4 PT POSTS NOTCHED & BOLTED AT PERIMETER JOIST -2 EACH AT FRONT RAIL ONLY WALLS SHEATHING INSTALLATION: *CHAMPFERED 2X4 PT TOP RAIL *8d NAILS @ 3" OC INTO DBL PLATE STAGGERED *EASED EDGE 2X2 SPINDLES AT 4" MAX NET SPACING *SEE SECTION 4408.4 *2X4 PT LOWER RAIL UPLIFT ANCHOR: *SIMPSON ABU66 STANDOFF POST BASE WITH (1) 5/8" ANCHOR BOLT OR THREADED ROD WITH 6" EMBEDMENT SECURED IN EPOXY .

SIDING AS SELECTED TYVEK WEA THER RESISTIVE BARRIER ALLED INST EXACTL Y PER MANUF ACTURERS SPECS MAIN FLOOR ASSEMBL Y: *3/4" AD VANTEK FLOOR SHEATHING *R-19 MIN INSULA TION *2X10 FLOR JOISTS @ 16"

PERIMETER PLATE *2-2X8 PT

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

1X12 BARGE BOARD WITH PVC DRIP

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

2X6 TREA TED PLATE FOUNDATION WALL: *8" BLOCK-SEE ANCHORAGE NOTES *4" BRICK VENEER *12" BLOCK BELOW GRADE (OR EXTEND 4" BRICK TO FOOTING)

0 "

0 "

WALL SHEATHINGALLATION:**** INST *8d NAILSTA6" OC ATANEL P EDGES & 12" OC T A INTERMEDIATE MEMBERS *ALL PANEL EDGES REQUIRE BLOCKING *EXTEND SHEA THING 12" BEYOND CONSTRUCTION JOINTS

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

REAR PORCH DETAIL

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

DRAWINGS HA FLOOR SHEA THING INST ALLATION: *MIN NAILING REQUIREMENTS 8d NAILS @6" OC ALL EDGES & INTERMEDIATE MEMBERS

2'-0"

TYPICAL BEARING WALL SECTION

TYVEK WEATHER RESISTIVE BARRIER INSTALLED EXACTLY PER MANUFACTURERS SPECS MAIN FLOOR ASSEMBL *3/4" ADVANTEK FLOOR SHEATHING *R-19 MIN INSULATION *OPEN WEB JOISTS @ 19.2" *BAND BY TRUSS MANUFACTURER 1/2" SHEETROCK CEILING REQUIRED A GARAGE

PERIMETER PLATE *2-2X8 PT

1X12 BARGE BOARD WITH PVC DRIP

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

2X6 TREATED PLATE FOUNDATION WALL: *8" BLOCK-SEE ANCHORAGE NOTES *4" BRICK VENEER *12" BLOCK BELOW GRADE (OR EXTEND 4" BRICK TO FOOTING) 0 "

FOUNDA TION CONTROL DIMENSION TO HERE-

SOIL BEARING: UNDER FOOTING SOIL REQUIRED MIN 2000 PSF BEARING CAP ACITY . CONTRACTOR IS RESPONSIBLE FOR TESTING AND OR COMP ACTION PROCEDURES TO ACHIEVE THIS MINIMUM.

SIDING AS SELECTED

WALLS SHEA THING INST ALLA TION: *8d NAILS @ 3" OC INTO DBL PLATE AGGERED ST *SEE SECTION 4408.4

NO OF BLOCK COURSES PER SITE EXIST GRADE AND BFE

10"

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

HOUSE WALL

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

DRAWINGSVE HAALLOWED (14" TRUSSES)MAIN FLOOR DECK.

6"

0 "

DRAWINGS HAVE ALLOWED (2X8) ATTIC FLOOR DECK WALL SHEATHINGALLATION: INST *8d NAILSTA6" OC ATANEL P EDGES & 12" OC T A INTERMEDIATE MEMBERS *ALL PANEL EDGES REQUIRE BLOCKING *EXTEND SHEA THING 12" BEYOND CONSTRUCTION JOINTS

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

FOUNDATION CONTROL DIMENSION TO HERENO OF BLOCK COURSES PER SITE EXIST GRADE AND BFE

10"

DECK ASSEMBLY: *BLOCKING INSIDE WALL SHEATHING STABILIZED FOR DECK BOLTS *SURFACE NON CORROSIVE FLASHING AT EXTERIOR WALL ABOVE/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

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

2'-0"

SOIL BEARING: UNDER FOOTING SOIL REQUIRED MIN 2000 PSF BEARING CAPACITY . CONTRACTOR IS RESPONSIBLE FOR TESTING AND OR COMPACTION PROCEDURES TO ACHIEVE THIS MINIMUM.

TYPICAL END WALL SECTION


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.


04

03

C

A

02

01

01 gathering 02 cooking 03 sleeping 04

B

0 1 2

4


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

batt insulation

3x3x1/4 angle 2x10 header joist 2x 5� sill plate anchor bolt 0

1

2


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 offices, as well as a café on the ground floor. A central corridor continues the street edge from Glenwood South, and provides the primary means of circulation through the building. Volumes of office 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 site glenwood south boylan heights

Site viewed from across Glenwood Ave.


04

C

01

A

D

05 06 03

07 07

B

02

08 2

0

16

3

32

GND

hillsborough street

01 showroom 02 cafe

venue

03 sales lounge

glenw ood a

04 reception 05 workroom 06 conference 07 08 management

morgan street SITE 0

32

64


Shimmer wall Raleigh Convention Center

section a

section b


The

sales

process

has

been

reinterpreted to re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


6

SUSAN MOLLASALEHI

Susan Mollasalehi  

Work Sample

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