ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION
11'-11" EQ. B
EQ. B
6 7/8"
6 7/8"
EQ. A
TO EXISTING BRICK VENEER
5 1/2"
EQ
7
NEW MIRROR, PER SPEC
3'-7 1/4"
W.I.C
3 1/2" 3'-7" V.I.F
MECHANICAL AREA
BATH 2 9 5'-1"
3 1/2"
9'-6 1/2"+/-V.I.F
W.I.C
5'-9"
3 1/2"
6 3/8"
A-8
6 3/8"
5 1/2"
19 A-6
SECOND FLOOR PLAN
5 1/2"
WALL TILE, PER SPEC
A-8
E.Q. A 9'-4 1/2"
5 1/2"
11'-11"
POWDER ROOM FIRST FLOOR Scale: 1/2" = 1'-0"
EQ
FIBERGLASS ROOF SINGLE, PER SPEC.
3
4
UP
REPLACE SILL WITH PAINT GRADE PINE TO MATCH NEW WINDOW SILLS FINISH
PLYWOOD SHEETHING, PER SPEC
2 1/4"
3'-0"
4'-7"
2 1/4"
5 1/2"
WIDTH OF WAINSCOT
5 1/2"
6
A-7
EQ
1 A-7
2 1/4"
2X8 PORCH ROOF FRAMIMG MEMBER, PER FRAMING PLAN
13'-4 1/4" +/- V.I.F
EQ
3'-0"
EQ
8'-2" +/- V.I.F
DMP FLASHING, PER SPEC
BEDROOM 3
2X8 BLOCKING PTD. BEAD BOARD PORCH CEILING FINISH
BATH 1
REPLACE/REPAIR CEILING AS REQUIRED TO CORRECT WATER DAMAGE.
9 1/2" PVC PAINTED FACIA BOARD.
SITTING AREA
GUTTER, PER SPEC
PVC TRIM AND BEAM CLAD
LIVING ROOM
3 - 2X8'S WITH 1/2" PLYWOOD SPACERS
6
DINING AREA
0
SIMPSON STRONG TIE "BC6" POST CAP
3 1/2" 3'-1" 5
7'-8 +/- V.I.F ALIGN
REPLACE/REPAIR CEILING AS REQUIRED TO CORRECT WATER DAMAGE.
6X6 P.T. WOOD POST
ALIGN
5
SIMPSON STRONG TIE "EPB66" ELEVATED POST BASE
5'-3" +/-V.I.F. REPLACE/REPAIR CEILING AS REQUIRED TO CORRECT WATER DAMAGE.
CULTURED STONE VENEER POST CAP CULTURED STONE VENEER POST CLAD
7'-9"+/- V.I.F
BEDROOM 2 0
BEDROOM 1
1
A-8
FOYER
4'-9"
9
A-7
5 1/2"
8'-6 7/8"
5 1/2"
NOTE:
17 A-6
10'-3"
A-8 1
ENTRY PORTCH POST DETAIL A-8 2
Scale: 1/4" = 1'-0"
WIDTH OF WAINSCOT
E.Q. A 9'-4 1/2"
FIRST FLOOR PLAN
2 1/4"
5 1/2"
E.Q. A
6
7'-0 1/2" +/- V.I.F
4
8
2
A-8
CLOSET
2 1/4"
KITCHEN
3 1/2" 3'-6 1/2"
5'-5"
3 1/2" 3 1/2" 2'-1"
ALIGN
Scale: 1" = 1'-0"
0
2 1/4"
5 1/2"
ALIGN
A-7
PEIR FOOTING
9
0 5
16 A-6
LAUNDRY ROOM
9'-8 1/2"
7
CMU POST BASE
3 1/2"
POWDER ROOM
PTD. PVC TRIM
0 5
3'-0"
7
0 6
0
SOFFIT VENT, PER SPEC
3 1/2"
PTD. PVC CLAD WOOD POST STRUCTURE.
KATIE RENNER
A-8
10'-3"
2
8'-7"+/- V.I.F
1
Scale: 1/4" = 1'-0"
E.Q. A
NEW TOILET FIXTURE AND FITTINGS, PER SPEC
9'-6 1/2" EQ
8'-0"
1 A-5
TOILET PAPER HOLDER, PER SPEC
15
W.I.C
5 1/2"
NEW PEDESTAL SINK FIXTURE AND FITTINGS, PER SPEC
Scale: 1/2" = 1'-0"
3 1/2"
7'-0 1/2" +/- V.I.F
WAINSCOT TRIM
POWDER ROOM FIRST FLOOR
8'-6"+/- V.I.F
6
A-7
NEW WALL MOUNTED LIGHT FIXTURE, PER LIGHTING SCHEDULE.
14
3 1/2"
5'-2 1/2"
8'-11" +/- V.I.F
4'-9" Scale: 1/2" = 1'-0"
EQ
9 5 1/2"
2'-0" +/- V.I.F
POWDER ROOM FIRST FLOOR
9
3 1/2"
PTD. GYP WALL, PER SPEC
16
5 1/2"
7 9
18 A-6
DESCRIPTION:
MASTER BEDROOM
8'-10" +/- V.I.F
Scale: 1/2" = 1'-0"
BEDROOM
EQ
13 A7
15 A7
POWDER ROOM FIRST FLOOR
5 1/2"
Scale: 1/2" = 1'-0"
13
8'-11" +/- V.I.F
POWDER ROOM FIRST FLOOR
14 A7
12
2'-4"
12 A7
7
5 1/2"
10
CLERESTORY WINDOWS ABOVE WALL
ALIGN
3 1/2"
13'-2"
9
9
3 1/2" 5 1/2"
3'-5"
15'-3"+/- V.I.F
CLERESTORY WINDOWS ABOVE WALL
1'-3"
3'-5"
FLOOR FRAMING MEMBER SIZE CHANGE - FUR TO ACHIEVE CONSISTANT, LEVEL FLOOR. SEE NOTE AND FRAMING PLAN
LINEN CL
9
3 1/2"
2'-3"
NEW TOILET FIXTURE AND FITTINGS, PER SPEC
OFFICE
DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.
10
4'-11"
WALL TILE, PER SPEC
3 1/2" 2'-0"
THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.
3'-3" 3 1/2"
5 1/2"
7'-4 1/2"
9'-10"
7'-1"
MASTER BATH
10
4'-0 3/4"
5 1/2"
7'-3"
9'-4 1/2" +/- V.I.F
EQ
3 1/2"
2'-8 3/4" +/- V.I.F 8'-3" +/- V.I.F
EQ
4'-11 3/4"
5'-6 3/4"
EQ
3'-5 1/2"
5'-9"
EQ 4'-5"
3 1/2"
EQ
9
3 1/2"
4'-9"
CLERESTORY WINDOWS ABOVE WALL
NEW PEDESTAL SINK FIXTURE AND FITTINGS, PER SPEC
7
EQ
EQ
7
2'-8" 3'-5"
WAINSCOT TILE, PER SPEC
3'-0"
5 1/2"
NEW DOOR, PER SCHEDULE
SEAT
PTD. GYP WALL, PER SPEC
EQ
8'-7 1/2"
5'-3" +/- V.I.F
4'-7"
4'-0"
8'-7 1/2"
4'-0 1/2"
5 1/2"
5 1/2"
19'-2 1/4"+/-ALIGN W/ EXIST FRAMING BELOW
EQ. A
* WHERE FRAMING DIRECTION AND SIZE CHANGES FUR SECOND FLOOR UP OVER 2X8 FRAMING TO ACHIEVE LEVEL FLOOR ON ENTIRE SECOND LEVEL. SEE FRAMING PLAN FOR CLARIFICATION * COORDINATE NEW LOCATION OF ELECTRICAL PANEL WITH ARCHITECT
KR SAMPLE
*ALSO SEE S-1 FOR MOMENT FRAME DETAILS
B - POST B - 3 1/2" x 5 1/4" PSL POST CONTINUOUS FROM FIRST FLOOR BOTTOM PLATE TO RAFTER BEARING PLATE.
(3) - 2X10 SPF #2 HUC 210-2 CONCEALED FLANGE HANGERS POST "A" - SEE NOTE
POST "A" - SEE NOTE
JOISTS SIT ON DOUBLE TOP PLATE AND BEAR ON MOMENT FRAME BEAM S-2 *ALSO SEE S-1 FOR MOMENT FRAME DETAILS
C - HEADER C - (3) - 2X8 HEADER W/ SIMPSON STRONG TIE HH6 AT EACH END (ALSO TYP. @ SIDES OF BAY)
POST "A" - SEE NOTE
1/S-3
* ALIGN ALL SECOND FLOOR POSTS WITH POSTS ON FIRST FLOOR TO ENSURE FULL BEARING CONDITION. ALL LOADING IS TO BE TRACED DOWN TO EXISTING/NEW FOUNDATION.
3
EXISTING WOOD FRAMING MEMBERS 4"X4 1/2" METAL POST, PER WALL BRACING DETAILS, SEE SHEET S-1
(3) - 2X6 VERTICLE POST FOR BEAM BEARING (3) - 2X8 HEADER
NEW 2X6 WOOD FRAMING MEMBERS 4"X4 1/2" METAL POST, PER WALL BRACING DETAILS, SEE SHEET S-1 UP
(2) - 1 3/4" X 9 1/4" LVL
FIRST FLOOR SLIDING DOOR PLAN DETAIL Scale: 1" = 1'-0"
(3) - 1 3/4" X 9 1/4" LVLs FLUSH WITH CEILING
EXISTING WINDOW TO REMAIN
EXISTING 2X10 FRAMING
NEW SEALANT BETWEEN WINDOW AND STONE VENEER CAP, PER SPEC NEW STONE WAINSCOT CAP, PER SPEC
NEW FIBERGLASS SHINGLE, PER SPEC FLASHING, PER SPEC
NEW STONE VENEER TO COVER ALL EXPOSED BRICK, PER SPEC
NEW PVC BAFFLE, PER SPEC
EXISTING INTERIOR WALL FRAMING/SHEATHING
NEW PTD. PVC FACIA, PER SPEC NEW INSULATION, PER SPEC NEW SOFFIT AND VENT, PER SPEC
EXISTING BRICK VENEER
FUR 2X8 FLOORING TO MATCH HEIGHT OF 2X10 FRAMING AND ACHEIVE CONSISTANT SECOND FLOOR LEVEL.
POST ABOVE POST ABOVE TO ALIGN WITH RIDGE
5 1/4" X 5 1/4" PSL TO CARRY LVL BEARING IN EXISTING WALL CAVITY EXISTING HEADER V.I.F FUR 2X8 FLOORING AS REQUIRED TO MATCH HEIGHT OF ADJACENT 2X10 FRAMED FLOORING
3 - 11 3/4" LVL, PER FRAMING PLAN JOIST HANGER EXISTING FIRST FLOOR SLAB/FLOOR SYSTEM PTD PVC TRIM, PER SPEC
3 - 2X6 JACK AT EACH END OF WINDOW IN 1ST FL BEDROOM
5 1/4" X 5 1/4" PSL TO CARRY LVL BEARING. CONCEAL IN EXISTING WALL CAVITY
EXISTING FOUNDATION
EXISTING 2X8 FRAMING DESCRIPTION:
NEW WINDOW, PER WINDOW SCHEDULE
APPROX. LINE OF GRADE PACK SOLID WITH GROUT 2X6 FRAMING/BLOCKING, TYP. PTD. PVC TRIM, PER SPEC FLASHING, PER SPEC
EXISTING HEADER (FLUSH WITH CEILING) TO REMAIN
3 - 11 3/4" LVL, PER FRAMING PLAN JOIST HANGER
1
EXISTING HEADER TO REMAIN (3) - 2X10 HEADER POST "A" - SEE NOTE Scale: 1" = 1'-0"
7
EXISTING WINDOW TO NEW STONE VENEER WAINSCOTT Scale: 1" = 1'-0"
POST "B" - SEE NOTE
POST "A" - SEE NOTE
* ALIGN ALL SECOND FLOOR POSTS WITH POSTS ON FIRST FLOOR TO ENSURE FULL DIRECT BEARING CONDITIONS. ALL LOADING IS TO BE TRACED DOWN TO EXISTING/NEW FOUNDATION.
POST "B" - SEE NOTE
1/2" STRUCTURAL INSULATED SHEETING, PER SPEC
NEW 2X8 FRAMIMG
1/2" PTD. GYP BOARD, PER SPEC NEW STONE VENEER, PER SPEC NEW 4" HOLLOW CORE CMU EXTERIOR FILL PANEL OVER BRICK VENEER FROM FIRST FL FRAMING TO NEW ROOF - TO RECIEVE NEW STONE VENEER, PER SPEC NEW 2X6 WALL FRAMING PER SPEC
NEW 2X12 FRAMIMG @ 16" O.C.
NEW FLOORING, PER SPEC
(3) 2x6 POST BETWEEN HIGH AND LOW BEAMS. 5 1/4" X 5 1/4" PSL TO HEADER BELOW
MASONRY ANCHOR @ 16" O.C. VERTICALLY TYP.
EXISTING BRICK VENEER TO REMAIN BELOW FRAMED SECOND FL
SIMPSON STRONG TIE HANGER - HGUM 525-SDS EACH
(3) - 1 3/4"X117/8" LVL - OVER WINDOWS
5 1/4" X 5 1/4" PSL TO CARRY LVL BEARING. ALIGN POSTS IN 2X6 WALLS.
5 1/4" X 5 1/4" PSL TO CARRY LVL BEARING. ALIGN POSTS IN 2X6 WALLS.
(3) - 1 3/4"X117/8" LVL - OVER WINDOWS (3) - 1 3/4"X117/8" LVL - UNDER WINDOWS
(3) - 1 3/4"X117/8" LVL - UNDER WINDOWS
EXISTING 2X4 WALL FRAMING/SHEATHING
(3) - 1 3/4"X117/8" LVL - OVER WINDOWS
NEW STONE VENEER, PER SPEC EXISTING BRICK VENEER NEW FLOORING, PER SPEC
EXISTING FIRST FLOOR SLAB/FLOOR SYSTEM
NEW 2X8 FRAMIMG
EXISTING SECOND FLOOR FRAMING TO REMAIN
NEW 2X8 FRAMIMG
9
CLERESTORY WINDOW SECTION DETAIL
Scale: 1/4" = 1'-0"
NOTES: * WHERE FRAMING DIRECTION AND SIZE CHANGES FUR SECOND FLOOR UP OVER 2X8 FRAMING TO ACHIEVE LEVEL FLOOR ON ENTIRE SECOND LEVEL WITH EXISTING 2X10'S.
(3) - 2X10 HEADER 2/S-3 *SEE STRUCT. ELEVATION FOR STRUCTURE POST/HEADER ASSEMBLY
FIRST FLOOR WALLS - 2ND FLOOR FRAMING PLAN
(3) - 1 3/4"X117/8" LVL - UNDER WINDOWS
EXISTING FOUNDATION
KATIE RENNER
3
DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.
A - POST A - 5 1/4" x 5 1/4" PSL POST CONTINUOUS FROM FIRST FLOOR BOTTOM PLATE TO RAFTER BEARING PLATE.
THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND. THE STRUCTURAL PORTIONS OF THIS SHEET WERE COORDINATED WITH A STRUCTURAL ENGINEER.
NOTES:
ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION
NEW 2X12 FRAMIMG @ 16" O.C.
EXISTING ROOF STRUCTURE NEW 2X8 FRAMIMG 2
SECOND FLOOR WALLS - ROOF FRAMING PLAN
KR
Scale: 1/4" = 1'-0"
6X6 P.T. WOOD POST
6
NEW STONE VENEER OVER BRICK VENEER Scale: 1" = 1'-0"
SAMPLE