Residential - Master Suite Addition - Selected Drawings

ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION

PTD. GYP WALL, PER SPEC NEW SHELVING UNIT WITH DRAWERS, ADJUSTABLE SHELVES, PER SPEC

26'-3" 9'-10 1/2"

6'-6"

9'-10 1/2"

NEW ROUND WINDOW, PER WINDOW SCHEDULE A-10 4

NEW WALL SCONCE BY TOILET, PER LIGHTING SCHEDULE

1'-0"

4'-2"

4'-2"

1'-0" PTD GYP WALL

BASE CABINETRY, PER SPEC SPLASH TO MATCH COUNTER, PER SPEC COUNTER TOP, PER SPEC

4'-1" 14'-5 1/2" 6"

6"

3'-0 1/8"

6"

1'-0"

1'-0"

6"

1'-0"

6"

DESCRIPTION:

17'-9 1/2"

1'-0"

4"

6"

1'-0"

1'-2 1/2"

6"

4'-8 1/2"

5'-9"

1'-0" 13'-8"+/- V.I.F

3'-4"

REFERENCE POINT

NEW COUNTER AND SPLASH, PER SPEC

ALIGN

NEW SINK FIXTURES AND FITTINGS, PER SPEC

NEW LIGHT FIXTURES PER LIGHTING SCHEDULE

NEW BASE CABINETS, PER SPEC

REMOVE WINDOW AND REPLACE WITH SWINGING FROSTED GLASS PANEL AND SASH.

TRIM TO MATCH EXISTING, PER SPEC NEW DOOR TO MATCH EXISTING, PER SPEC

NEW TOWEL BAR, PER SPEC NEW WALL TILE ON DUR-ROCK TO ACCOMODATE STEAM SHOWER, PER SPEC

BATHROOM

NEW SHOWER WALL RECESS INNOVIS 1418, PER SPEC

E

ALIGN WITH DINING ROOM ROUGH FRAMING ABOVE

E

NEW MOLDING TO MATCH EXISTING

LAUNDRY ROOM

E

E

BEDROOM

E UNFINISHED STORAGE AND UNILITY ROOM

E

NEW HORIZONTAL GRAB BAR, PER SPEC NEW WAINSCOT TILE, PER SPEC

E

NEW SHOWER FIXTURES, PER SPEC

KITCHENETTE

6'- 6"

E

E

NEW STEAM SHOWER HEAD, PER SPEC

1'-6"

NEW TOWEL BAR, PER SPEC

NEW SHOWER BENCH TO BE A CONTINUED SURFACE OF TUB DECK, PER SPEC NEW BENCH FRAMING AND BLOCKING AS SHOWN, PER SPEC NEW BENCH FRONT TO BE TILED TO MATCH SHOWER TILE, PER SPEC

NEW FINISHED WALL RECESS IN EVE SPACE

E

2'-10"

1'-3"

FEILD BUILT PANELING AROUND TUB DECK, PER SPEC

STORAGE SPACE TO BE FINISHED. REFER TO FINISH SCHEDULE

PTD. GYP WALLS, PER SPEC NEW TUB FIXTURE AND FITTINGS, PER SPEC

MASTER BATH ENTRY ELEVATION Scale: 1/2" = 1'-0"

GLASS SHOWER ENCLOSURE TO ACCOMODATE STEAM SHOWER, PER SPEC

FURR AND INSULATE MASONRY WALLS WITH 3/4" RIDGID INSULATION.

EXISTING ACCESS PANEL TO REMAIN

E

5

BASEMENT RECREATION ROOM

NEW WALL TILE ON DUR-ROCK TO ACCOMODATE STEAM SHOWER, PER SPEC

KATIE RENNER

1'-0"

4'-8"

6'-6"

1'-0"

4'-0"

4" VENEER SHELF

5'-4"

1'-0"

6'-11 1/2" 4'-3"

9'-9 1/2"

16'-8 1/2"

CONCRETE SLAB ON GRADE

6"

1'-0"

Scale: 1/2" = 1'-0"

6"

6"

4'-0" NEW MIRRORS, PER SPEC

6" A11 4

10'-8 3/4" 1'-0"

14 A-8

MASTER BATH ELEVATION

FEILD BUILT RECESSED MEDICINE CABINET W/RAISED PANEL INSET SYLE DOOR AND ADJUSTABLE SHELVES, PER SPEC RECESS IN WALL WITH MARBLE FINISH BOTTOM FLUSH WITH TOP OF SPLASH, PER SPEC

6"

CONDITIONED CRAWL SPACE

1'-6" 4a

1'-3"

1'-0" 18'-8 3/4"

WALL RECESS 4" SPLASH TO MATCH COUNTER TOP NEW CASING TRIM, PER SPEC PANELING, PER SPECS.

13'-5 1/2"

1'-0"

22'-11 1/2"

ALIGN HEIGHTS

9" 1'-0"

NEW BUILT IN WALL CABINET/ MEDICINE CABINET, PER SPEC NEW TOWEL BAR, PER SPEC NEW CASING TRIM, PER SPEC

1'-9"

2'-0"

5 1/2" 1'-0"

CROWN MOULDING, PER SPEC PANELING, PER SPECS. NEW CASING TRIM

NEW TUB FIXTURE AND FITTINGS, PER SPEC

1'-0"

1'-0" 6"

6"

1'-0" 4'-0"

NEW WAINSCOT TILE, PER SPEC

10'-1 1/2"

6" 4"

NEW BULK HEAD W/ LIGHTS CONTINUING OVER VANITY, PER SPEC

FINISHED WALL RECESS IN EVE SPACE

2'-0"

FOUNDATION EXTENSION TO SUPPORT GRADE BEAM

6"

1'-0"

4" VENEER SHELF

Scale: 1/2" = 1'-0"

7'-0"

6"

15'-5 1/2"

EXISTING WINDOW TO REMAIN

NEW FIXED SHELF, PER SPEC.

6"

4'-1"

SINK AND TOILET WALL

2'-0"

CONCRETE SLAB ON GRADE

EQ. FILL

EQ. FILL

2

6'-3"

A10 3

SB 30

6"

5'-10"

5 DB 18

2'-0"

1'-0" 14'-0"

SB 30

4" 4" 7'-0"

2'-10"

A-8 14

4'-1"

6'-6"

NEW TOILET, PER SPEC EXISTING ACCESS PANEL TO REMAIN

A10 2

NEW RECESSED CABINET IN EVE SPACE

DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.

NEW MOLDING TOO MATCH EXISTING NEW LIGHTS, PER LIGHTING SCHEDULE

THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.

NEW WALL SCONCE, PER LIGHTING SCHEDULE NEW MIRRORS, PER SPEC NEW MEDICINE CABINET RECESS NEW STORAGE RECESS

SHOWER WALL RECESS, INNOVIS REC 1418 WAINSCOT TILE, PER SPEC A-8 14

MARBLE SHOWER SEAT/TUB DECK, PER SPEC FRONT OF SHOWER SEAT - TILE TO MATCH SHOWER WALL, PER SPEC

FOUNDATION PLAN Scale: 1/4" = 1'-0"

1

MASTER SHOWER AND BATH Scale: 1/2" = 1'-0"

KR SAMPLE

ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION

2

CS-WSP

4.8'

16'-4"

3

CS-WSP

5.53'

8'-4"

4

CS-WSP

5.53'

6'-11 1/2"

5

CS-WSP

5.63'

10'-2"

6

CS-WSP

5.63'

8'-9"

7

CS-WSP

3.98'

8'-4"

8

CS-WSP

3.98'

8'-7"

BRACING LENGTH PROVIDED 12'-9 1/2"

BRACE LINE KEY WALL BRACE PLANEL

WALL BRACE LINES

COLLUMN STRAP/HOLD DOWN PER DOCUMENT BELOW HOLD DOWN* 14'-4"

5

CS-WSP

17'-1"

6 4'-2"

6'-1 1/2"

4'-2"

6

Page 2 of 2

Top fasteners

DESCRIPTION:

5'-10"

16'-9"

Install half of total face fasteners on each side of the beam.

INSTALLATION No. 2:

Beam and column shall be designed as required by the Engineer of Record.

6

Typical CMST

• Select the appropriate strap and Installation to Beam Length of strap must wrap over base anchor for the required uplift header and extend down load from the table. opposite side a minimum 7”.

• Install base anchor: a. Mark slab for center location of column. b. Drill hole to the specified diameter and depth. See Table 2. c. Clean hole and add Simpson’s Epoxy-Tie. See Figures 1 through 6 on page 1. d. Insert the required A307 threaded rod at the specified embedment depth. e. Allow epoxy to cure.

• Attach base anchor to threaded rod and tighten nut after Epoxy-Tie has cured.

• Cut length of strap as required. Add an additional 1¹⁄₂” for “end distance”.

• Overlap CMST strap with strap of base anchor: a. Mark a 1¹⁄₂” distance from the end of the CMST strap. This is your end distance clearance. From the end distance, mark strap to match the location of base anchor stud bolts. b. Drill strap bolt holes size and quantity as shown in Table 2. c. Attach strap to base anchor with the required size and quantity of machine bolts (A307 bolts minimum).

• Set column in place and pull strap taut. While strap is held Minimum end taut, fasten strap to beam with fasteners shown in table. distance to

4

Double 2x minimum for header or beam.

2

Installation 2 Minimum 3¹⁄₄” inside diameter

4

CMST Base Anchor (see Table 2) 1¹ ₂” min.

Minimum edge distance to threaded rod see table

threaded rod see table

TABLE 2 — Allowable Uplift Loads Base Base Anchor Min. Min. Min. Min. Anchor Anchor Drill Bit Anchor End Edge Embed.

Model No. Dia. Dia Length Dist. Dist.

LTT20B MTT28B HD2A HD5A HD8A HD8A HD10A

³⁄₄ ³⁄₄ ⁵⁄₈ ⁵⁄₈ or ³⁄₄ ⁷⁄₈ ⁷⁄₈ ⁷⁄₈

⁷⁄₈ ⁷⁄₈ ³⁄₄ ⁷⁄₈ 1 1 1

6³⁄₄ 6³⁄₄ 5 6³⁄₄ 7³⁄₄ 7³⁄₄ 7³⁄₄

8³⁄₄ 8³⁄₄ 7 8³⁄₄ 9³⁄₄ 9³⁄₄ 9³⁄₄

10¹⁄₈ 10¹⁄₈ 7¹⁄₂ 10¹⁄₈ 11⁵⁄₈ 11⁵⁄₈ 11⁵⁄₈

5 5 4 4 6 6 6

Strap Model No. CMST14 CMST14 CMST14 CMST14 CMST14 CMST12 CMST12

Strap Bolts Drill Bit Fasteners Dia. Face Qty Dia. (Strap) Top (Total) 2 4 2 2 3 3 4

¹⁄₂ ¹⁄₂ ⁵⁄₈ ³⁄₄ ⁷⁄₈ ⁷⁄₈ ⁷⁄₈

⁹⁄₁₆ ⁹⁄₁₆ ¹¹⁄₁₆ ¹³⁄₁₆ ¹⁵⁄₁₆ ¹⁵⁄₁₆ ¹⁵⁄₁₆

4-10d 8-10d 4-10d 8-10d 8-10d 10-10d 10-10d

2-10d 2-10d 2-10d 2-10d 2-10d 2-10d 2-10d

Uplift 100 1750 3630 2775 3375 3430 4865 4865

(133 & 160) 1750 4455 1. See Simpson Anchoring Systems catalog for complete 2775 Epoxy-Tie installation details.

4010 2. 10d nails are common nails.

4435 3. Allowable loads have been increased for wind or earth 6305 quake loading with no further 6305 increase allowed.

KR

This bulletin is effective until June 30, 2004, and reflects information available as of July 1, 2002. This information is updated periodically and should not be relied upon after June 30, 2004; contact Simpson for current information or see www.strongtie.com.

SIMPSON STRONG-TIE COMPANY, INC. Home Office 4120 Dublin Blvd., Ste 400 Dublin, CA 94568 FAX: 925/833-1496

Northwest USA 1450 Doolittle Dr San Leandro, CA 94577 FAX: 510/632-8925

Southwest USA 260 N. Palm St Brea, CA 92821 FAX: 714/871-9167

Southeast USA 1720 Couch Dr McKinney, TX 75069 FAX: 972/542-5379

4

6'-1 1/2"

R1

Installation 2 requires a base anchor and Simpson’s CMST strap. A concealed connection can be designed between foundation and beam. The minimum inside diameter of the hollow column must be 3¹⁄₄” for the CMST strap and a minimum base opening diameter of approximately 7” is required for the LTT/HTT or HDA base anchors. Consult the column manufacturer for minimum column opening diameters.

CS-WSP

5'-4" 6'-11 1/2"

R1

6'-0"

HOLLOW COLUMN UPLIFT CONNECTIONS

3

KATIE RENNER

4'-5" 4'-7"

4'-2"

CS-WSP

4'

5'-2"

4

10' - 0"

4'-8"

2'-0"

2'-0"

8

4'-0 3/4"

11'-7"

9'-9"

7

4'-0 3/4"

2'-2"

4'-2"

2'-2"

4'-2"

TECHNICAL BULLETIN

*HOLD DOWNS INDICATED ON THE FIRST FLOOR BRACING PLAN ARE TO BE #####. HOLD DOWNS INDICATED ON SECOND FLOOR BRACING PLAN ARE TO BE #####

2

CS-WSP

1

DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.

CS-WSP

BRACING METHOD

THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.

1

MIN BRACING LENGTH REQUIRED 4.8'

BACE WALL LINE

Northeast USA 2600 International St Columbus, OH 43228 FAX: 614/876-0636

Canada 5 Kenview Blvd.

Brampton, Ontario L6T5G5 FAX: 905/458-7274

U.S. Toll Free Number: 1-800-999-5099 / Canada Toll Free Number: 1-800-465-1515 www.strongtie.com © Copyright 2002 Simpson Strong-Tie Co., Inc.

Warehouses Enfield, CT Jacksonville, FL Kent, WA Langley, B.C.

Form T-COLUMN02 7/02 exp 12/04 Printed in the USA

2ND FLOOR WALL BRACING Scale: 1/4" = 1'-0"

1ST FLOOR WALL BRACING Scale: 1/4" = 1'-0"

SAMPLE

2X8 ROOF RAFTERS, PER FRAMING PLAN FIBERGLASS SHINGLES, PER SPEC ROOF SHEATHING, PER SPEC

2X12 ROOF RAFTERS, PER FRAMING PLAN PTD. PVC FASCIA BOARD, PER SPECS

EXISTING STRUCTURE TO REMAIN

PTD. PVC FASCIA BOARD, PER SPECS

2 - 2X6 TOP PLATE BATT INSULATION, PER SPEC INSULATED SHEATHING, PER SPEC LAP "HARDIE" SIDING MATERIAL, PER SPEC

2 - 2X6 TOP PLATE BATT INSULATION, PER SPEC

EXISTING VENTED ATTIC

3 - 2X6 WINDOW HEADER W/ PLYWOOD SPACER WINDOW, PER WINDOW SCHEDULE

1/2" DRYWALL, PER SPEC PTD. WOOD CASING AND SILL TO MATCH EXISTING, PER SPEC 7 A-10

WINDOW, PER WINDOW SCHEDULE

J

J

J R1

R1

4

PTD. WOOD BASE TO MATCH EXISTING PLYWOOD SUB FLOOR, PER SPEC FIN. FLOOR, PER FINISH SCHEDULE

2 - 2X6 PLATE RIM BOARD , PER FRAMING PLAN

SOUND ATTENUATION BATT, PER SPEC 1/2" DRYWALL, PER SPEC PTD. DOOR CASING TO MATCH EXISTING, PER SPEC

6 A-10

3

CONC.

CONC.

4 A-10

1

1'-6" MIN

2'-6" MIN

2'-6" MIN.

PTD. PLINTH BLOCKING TO MATCH EXISTING PLYWOOD SUB FLOOR, PER SPEC FIN. FLOOR, PER FINISH SCHEDULE

INSULATED, TEMPERED CRAWL SPACE 5 A-10

CONTINUOUS PVC VAPOR BARRIER IN CRAWL SPACE, PER SPEC INSULATION RETENTION CLIPS OR CHICKEN WIRE, PER SPEC 4"RIGID INSULATION, PER SPEC

SECTION - A Scale: 3/8" = 1'-0"

HEAVY DUTY TOP LAP JOIST HANGER NEW ROOF RAFTER, PER FRAMING PLAN EXISTING ROOF RAFTER

3 - 1 3/4" 2.0E LVL, PER FRAMING PLAN NEW CEILING RAFTER, PER FRAMING PLAN ALIGN FINISHED FLOOR

ALIGN FINISHED FLOOR PLYWOOD SUB FLOOR, PER SPEC EXISTING FLOOR FRAMING RIM BOARD, PER FRAMING PLAN TJI FRAMING JOIST PER SPEC BATT INUSLATION, PER SPEC SILL PLATE, PER SPEC

Scale: 1" = 1'-0"

4 PLY LVL BEAM, PER FRAMING PLAN SOUND ATENUATION BATT, PER SPEC

BATT INSULATION, PER SPEC EXISTING CEILING DRYWALL ALIGN NEW CEILING DRYWALL

ALIGN FINISHED CEILING

TEMPERED, INSULATED CRAWL SPACE

FIRST FLOOR NEW TO OLD CONNECTION

EXISTING CEILING RAFTER

TJI FRAMING MEMBER, PER FRAMING PLAN

EXISITING FOUNDATION WALL

5

PLYWOOD SUB FLOOR TO ALIGN AND INTEGRATE WITH EXISTING, PER SPEC

6

SECOND FL NEW TO OLD CONNECTION Scale: 1" = 1'-0"

7

NEW TO OLD ROOF CONNECTION

KATIE RENNER

STONE VENEER TO MATCH EXISTING, PER SPEC

DESCRIPTION:

STONE CAP TO MATCH EXISTING, PER SPEC

DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.

FIBERGLASS SHINGLES, PER SPEC ROOF SHEATHING, PER SPEC

THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.

ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION

KR

Scale: 1" = 1'-0"

SAMPLE

ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION

2X12 ROOF RAFTER, PER FRAMING PLAN FOAM INSULATION, PER SPEC 2x8 BLOCKING 2X6 TOP PLATE 3 - 2X6 WINDOW HEADER W/ PLYWOOD SPACERS 2X6 END BLOCKING DRIP FLASHING, PER SPEC PVC FACIA PTD. PVC FACIA BOARD, BOARD, PER SPEC PER SPEC PTD. "HARDIE" SOFFIT

SOFFIT VENT, PER SPEC PTD. PVC TRIM TO MATCH EXIST. RIDGE BEARING PLATE

HEAD FLASHING, PER SPEC

WINDOW, PER WINDOW SCHEDULE

SOUND ATTENUATION BATT

THERMAL INSULATION

PTD. "HARDIE" LAP SIDING, PER SPEC INSULATED STRUCTURAL SHEATHING, PER SPEC BATT INSULATION, PER SPEC FLASHING, PER SPEC ROOF TO WALL VENT, PER SPEC

4 A-11

ASPHALT SHINGLES, PER SPEC ROOF SHEATHING, PER SPEC

3 - 2.0E LVL BEAM, PER FRAMING PLAN

2X8 ROOF OUTRIGGER 2X8 LEDGER PLATE

TJI J0IST HANGER, PER FRAMING PLAN

2X6 SOLE PLATE

TJI FRAMING JOIST, PER FRAMING PLAN SOUND ATTENUATED BATT, PER SPEC

BATT INSULATION, PER SPEC

PLYWOOD SUBFLOOR, PER SPEC FLOOR COVER, PER FINISH SCHEDULE

2X4 BLOCKING 2 - 2X6 TOP PLATE DRIP FLASHING, PER SPEC

3 A-11

KERFED, RADIUSED BLOCKING AS REQUIRED PVC FASCIA BOARD, PER SPEC

1

GUTTER, TO MATCH EXISTING BATT INSULATION, PER SPEC

1/2" "HARDIE" FILLER SOFFIT

PVC FASCIA BOARD, PER SPEC PTD. WOOD WINDOW CASING TO MATCH EXISTING.

PLYWOOD SHEATHING, PER SPEC 3 - 2x6 FACETED WINDOW HEADER W/ PLYWOOD SPACERS, AS SHOWN HEAD FLASHING, PER SPEC WINDOW, PER WINDOW SCHEDULE

4

DORMER/ROOF TO WALL SECTION DETAIL Scale: 1 1/2" = 1'-0"

SECTION B

Scale: 3/8" = 1'-0"

2 A-11

KATIE RENNER

DESCRIPTION:

2 - 2X6 PLATE

DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.

FIBERGLASS ASPHALT SHINGLES, PER SPEC ROOF SHEATHING, PER SPEC

THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.

1" MIN CLEAR AIR SPACE BARRIER AT ALL NEW CATHEDRAL CEILING - COORDINATE WITH MFG

KR SAMPLE

PVC RAKE TRIM, DIMENSIONS TO MATCH EXISTING.

FIBERGLASS SHINGLES, TO MATCH EXISTING

PVC RAKE BOARD, TO MATCH EXISTING

PVC FASCIA BOARD, TO MATCH EXISTING NEW WINDOWS, PER SCHEDULE

NEW WINDOW, PER SCHEDULE

B

4" AZEK RABBETED CORNER BOARD

B

B

FLASHING AND ROOF TO WALL VENT, PER SPEC AND DETAILS

9'-0" +/- V. I. F

FLOOR 2

EXISTING WINDOW TO REMAIN H

PVC FASCIA BOARD NEW GUTTER AND D.S. TO MATCH EXISTING

ONE WINDOW IS EXISTING TO REMOVED AND BE RELOCATED. SECOND WINDOW PER SCHEDULE, TO MATCH EXISTING

PCV TRIM BOARD NEW WINDOWS, PER SCHEDULE STONE CLAD, PER SPEC STONE CAP, PER SPEC

E

E

E

E

F

E

F

BASEMENT

SIDE ELEVATION

CON'T RIDGE SHINGLE VENT, PER SPEC

Scale: 1/4" = 1'-0"

PVC RAKE TRIM DIMENSIONS TO MATCH EXISTING. PVC RAKE BOARD, DIMENSIONS TO MATCH EXISTING. TWO WINDOWS REMOVED AND REINSTALLED IN THIS LOCATION, THIRD WIDDOW CAN BE RELOCATED OR NEW TO MATCH THE EXISTING TWO WINDOWS

FIBERGLASS SHINGLES TO MATCH EXISTING NEW WINDOWS, PER SCHEDULE

NEW FIBERGLASS SHINGLES, TO MATCH EXISTING

PVC RAKE BOARD, DIMENSIONS TO MATCH EXISTING.

PVC FASCIA BOARD, TO MATCH EXISTING

4" AZEK RABBETED CORNER BOARD

EXISTING WINDOW, TO REMAIN

C

D

EXISTING WINDOW TO REMAIN

C

C

B

B

B 4" AZEK RABBETED CORNER BOARD

4" AZEK RABBETED CORNER BOARD

A

PVC TRIM BOARD

NEW WINDOW PER SCHEDULE, TO MATCH ADJACENT WINDOW IN DORMER

B

A

A

HARDIE SIDING, TO MATCH EXISTING, PER SPEC

A

AZEK DRIP CAP. WATER TABLE PROFILE, AZM-6935

GUTTER AND D.S. TO MATCH EXISTING, PER SPEC

FLOOR 2

PVC TRIM BOARD GUTTER AND D.S. TO MATCH EXISTING, PER SPEC

9'-0" +/- V. I. F

EXISTING TO REMAIN SCREENS FIELD BUILT PER DETAIL SCREEN PORCH COLUMNS, HARDIMAN SANDERS, PER SPEC

3

STONE CLAD, WAINSCOT AND PATIO WALLS - TO MATCH EXISTING STONE RETAINING WALL ON SITE

FLOOR 1 EXISTING STAIR AND RAIL TO REMAIN

8'-10" +/- V. I. F

5

NEW SCREEN DOOR FIELD BUILT, PER DETAIL NEW EXTERIOR WALL SCONSES TO BE SELECTED BY OWNER AND INSTALLED 6'-0" ABOVE PATIO FLAG STONE, PER LIGHTING PLAN/SCHEDULE NEW SLIDING DOOR, PER SPEC

G

KATIE RENNER

DESCRIPTION:

8'-10" +/- V. I. F

FLOOR 1

DRAWINGS ARE TO BE USED FOR INTERVIEW EVALUATION ONLY.

CONTINUOUS RIDGE SHINGLE VENT PER SPEC

THESE ARE SELECTED SAMPLES OF MY WORK. DRAWINGS HAVE BEEL PULLED FROM SEPARATE SHEETS; THEREFORE, THE NUMBERS, NOTES AND CALL-OUTS WILL NOT CORRESPOND.

ONLY TO BE VIEWED AS SAMPLES OF CONSTRUCTION DOCUMENTATION

NEW WINDOW WELL AND RAILING TO MATCH EXISTING NEW WINDOW, PER SCHEDULE

BASEMENT

BACK ELEVATION Scale: 1/4" = 1'-0"

KR SAMPLE