BroadStone Design Group Services & Portfolio by BSDG

Broadstone d e s i g n g r o u p

INSPIRE

DESIGN

PRODUCE

COLLABORATE QUALITY EFFICIENT

INTEGRITY

DEDICATED

MOTIVATIVE

ENERGETIC

PASSION

FAMILY INNOVATE PERSONAL

ABOUT US

BROADSTONE DESIGN GROUP IS A DIVISION OF ERIC L. DAVIS ENGINEERING, INC. AN ARCHITECTURAL FIRM LOCATED ON MAIN ST IN THE HEART OF FORNEY TEXAS. PROVIDING SERVICES FOR DFW AND SURROUNDING AREAS.

WWW.BROADSTONEDG.COM 120 EAST MAIN STREET. FORNEY, TX, 75126 OFFICE: 214.295.5280 CONTACT US

DESIGN

We continuously promote a collaborative environment with our clients, consultants and team to achieve a catalyst of ideas,Â solutions, and above all, architectural integrity and quality.

Whether your project is residential, commercial, retail, feasibilityÂ studies or marketing. No project is too small when designing is involved.

SERVICES

PRE-DESIGN

► CONCEPTIONAL GOAL DEFINITION ► COMPARATIVE PRODUCT STUDY

► FEASIBILITY STUDIES ► PROGRAMING ► SITE ANALYSIS

legend

FM 922

Compass Slope Road Water Edge Foliage Cool Winds Warm Winds Views

Noise

AY R O

BER

TS P K

LAKE RAY ROBERTS

Walkway

RIS E N TIC SU LS SO

Winter Solstice

SITE STUDY 217 STIRRUP RD

SU SO N S LS ET TIC E

Summer Solstice

S SO UN LS RIS TIC E E

S SO UN LS SET TIC E

U.S. RTE 377

TEXAS ST

STIRRUP RD

legend

Compass Slope Road

Water Edge Foliage

Cool Winds

E RIS E N TIC SU LS SO

SU SO N S LS ET TIC E

Warm Winds Views

Walkway Noise

Summer Solstice Winter Solstice Windbreak

OPEN REAR

STIRRUP RD S SO UN LS SET TIC E

LAKE RAY ROBERTS

SITE STUDY 217 STIRRUP RD

LoS SO rUeNm LS RIS TIC E E

SERVICES

SCHEMATIC DESIGN

► SKETCHED FLOOR PLANS

► SKETCHED ELEVATION

► FLOOR PLANS

► ELEVATIONS

SHEET # A-0.0A A-0.0B A-0.0C A-1.0 A-2.0 A-2.1 A-2.2 A-2.3 A-3.0 A-3.1 A-3.3 A-4.1 A-4.2 A-4.3 A-5.1 A-6.1 A-7.1 A-8.1 A-8.2 A-9.0

SHEET INDEX

COVER SHEET - ELEV. A COVER SHEET - ELEV. B COVER SHEET - ELEV. C FORMING PLAN SCHEDULES FLOOR PLAN - ELEV. A ELEVATIONS OPTIONS - A,B,C OPTIONS EXTERIOR ELEVATIONS - ELEV. A EXTERIOR ELEVATIONS - ELEV. A EXTERIOR ELEVATIONS - OPT. B & C ROOF PLAN - ELEV. A ROOF PLAN - ELEV. B ROOF PLAN - ELEV .C FIRST FLOOR ELECTRICAL PLAN FIRST FLOOR FINISH PLAN INTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS DETAIL SHEET

SHEET NAME

BSDG

► ROOF PLANS

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

► BIM MODELING

SERVICES

DESIGN DEVELOPMENT

No.

VICINITY MAP

PROJECT DESCRIPTION

EXAMPLE

GENERAL NOTES 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2015 EDITION ALONG WITH ADOPTED AMENDMENTS. 2. THE DESIGN LOADS ARE CODE RECOMMENDED AS FOLLOWS: A. ROOF: LIVE 20 PSF DEAD 10 PSF B. FLOOR: LIVE 40 PSF DEAD 10 PSF (20 PSF W/TILE) C. STAIRS : LIVE 40 PSF DEAD 10PSF D. CEILING: LIVE 20 PSF DEAD 10PSF E. BALCONIES: LIVE 60 PSF DEAD 10PSF 3. LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE WITH THE AFOREMENTIONED CODE. 4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND

Date

SERVICES

MARKETING

► RENDERINGS ► FLOOR PLANS ► VR WALKTHROUGHS

MASTER BATH 12'-0" X 15'-6"

OUTDOOR LIVING 27'-0" X 10'-0"

BEDROOM 3 12'-0" X 13'-0"

BATH 2

10'-9" X 12'-0"

MASTER ROOM 18'-9" X 16'-6"

KITCHEN

W.I.C

4'-9" X 6'-0"

WIC

15'-3" X 18'-3"

W.I.C

DINING ROOM

8'-0" X 4'-3"

7'-9" X 13'-3"

12'-9" X 18'-3"

BEDROOM 2

BATH 3

5'-6" X 6'-9"

11'-0" X 13'-9"

PANTRY

5'-9" X 5'-3"

LIVING ROOM 10'-0" CLG FOYER

W.I.C

2 CAR GARAGE 22'-3" X 22'-9"

7'-9" X 5'-9"

UTILITY

7'-0" X 6'-6"

7'-3" X 4'-0"

BEDROOM 4 11'-6" X 14'-0"

FRONT ENTRY 14'-0" CLG

A-0.01

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

SHEET INDEX

SHEET # SHEET NAME A-0.0A COVER SHEET - ELEV. A A-0.0B COVER SHEET - ELEV. B A-0.0C COVER SHEET - ELEV. C A-1.0 FORMING PLAN A-2.0 SCHEDULES A-2.1 FLOOR PLAN - ELEV. A A-2.2 ELEVATIONS OPTIONS - A,B,C A-2.3 OPTIONS A-3.0 EXTERIOR ELEVATIONS - ELEV. A A-3.1 EXTERIOR ELEVATIONS - ELEV. A A-3.3 EXTERIOR ELEVATIONS - OPT. B & C A-4.1 ROOF PLAN - ELEV. A A-4.2 ROOF PLAN - ELEV. B SHEET INDEX A-4.3 ROOF PLAN - ELEV .C SHEET # SHEET NAME A-5.1 FIRST FLOOR ELECTRICAL PLAN A-0.0A COVER SHEET - ELEV. A No. Date A-6.1 FIRST FLOOR FINISH PLAN A-0.0B COVER SHEET - ELEV. B A-7.1 INTERIOR ELEVATIONS A-0.0C COVER SHEET - ELEV. C A-8.1 BUILDING SECTIONS A-1.0 FORMING PLAN A-8.2 BUILDING SECTIONS A-2.0 SCHEDULES A-9.0 DETAIL SHEET A-2.1 FLOOR PLAN - ELEV. A A-2.2 ELEVATIONS OPTIONS - A,B,C A-2.3 OPTIONS A-3.0 EXTERIOR ELEVATIONS - ELEV. A GENERAL NOTES A-3.1 EXTERIOR ELEVATIONS - ELEV. A EXTERIORIS ELEVATIONS B&C 1. A-3.3 THE STRUCTURE DESIGNED -INOPT. ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2015 A-4.1 PLAN - ELEV. A EDITIONROOF ALONG WITH ADOPTED AMENDMENTS. 2. A-4.2 THE DESIGN FOLLOWS: ROOFLOADS PLAN - ARE ELEV.CODE B RECOMMENDED ASSHEET INDEX ROOF:PLAN - ELEVLIVE DEAD 10 PSF A-4.3A. ROOF .C 20 PSF SHEETFLOOR: # SHEET NAME LIVE 40 PSF A-5.1B. FIRST FLOOR ELECTRICAL PLAN DEAD 10 PSF (20 PSF W/TILE) A-0.0A COVER - ELEV. A C. STAIRS : SHEETLIVE 40 PSF DEAD 10PSF No. Date A-6.1 FIRST FLOOR FINISH PLAN D. CEILING: 20 PSF DEAD 10PSF A-0.0B COVER SHEETLIVE - ELEV. B A-7.1 INTERIOR ELEVATIONS E. BALCONIES: 60 PSF DEAD 10PSF A-0.0C COVER SHEETLIVE - ELEV. C BUILDING SECTIONS 3. A-8.1 LIVEA-1.0 LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE WITH THE FORMING PLAN PROJECT DESCRIPTION A-8.2 BUILDING SECTIONS AFOREMENTIONED CODE. A-2.0 SCHEDULES DETAIL SHEET 4. A-9.0 METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE A-2.1 FLOOR PLAN - ELEV. A CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND NEW CONSTRUCTION SINGLE FAMILY RESIDENCE WITH ATTACHED A-2.2THEELEVATIONS OPTIONS - A,B,C INSURE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. A-2.3TO THE OPTIONS GARAGE AND EXTERIOR BRICK WITH COMPOSITE HARDIE SIDING 5. REFER ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR A-3.0 CURBS, EXTERIOR ELEVATIONS - ELEV. A GENERAL SLEEVES, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. NOTES ACCENTS AND COMPOSITE SHINGLE ROOF. 6. CONTRACTOR SHALL VERIFY ALL DROPS, OFFSETS, BLOCKOUTS, BRICK LEDGES, AND DIMENSIONS A-3.1 EXTERIOR ELEVATIONS - ELEV. A WITH ARCHITECTURAL PLANS PRIOR TO PROJECT LAYOUT. A-3.3 EXTERIORIS ELEVATIONS -INOPT. B&C 1. THE STRUCTURE DESIGNED ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2012 7. THEA-4.1 USE OFROOF REPRODUCTIONS CONTRACT DRAWINGS BY ANY CONTRACTOR, ERECTOR, PLAN - ELEV. AOF THESE EDITION ALONG WITH ADOPTED AMENDMENTS. FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS 2. THE DESIGN 56' - 7 1/2" A-4.2 ROOFLOADS PLAN - ARE ELEV.CODE B RECOMMENDED AS FOLLOWS: ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ROOF: DEAD 10 PSF LEGEND A-4.3A. ROOF PLAN - ELEVLIVE .C 20 PSF ABBREVIATIONS ANY JOBB.EXPENSE, REAL ORLIVE IMPLIED, DUE TO ANY 10 ERRORS MAY OCCUR HEREON. FLOOR: 40 PSF DEAD PSF (20THAT PSF W/TILE) 6' - 11 1/2" FIRST FLOOR ELECTRICAL PLAN CONFORM 8. ALLA-5.1 MATERIALS AND SHALL TO THE DRAWINGS AND SPECIFICATIONS AND C. STAIRS : WORKMANSHIP LIVE 40 PSF DEAD 10PSF No. Date A-6.1LATEST FIRSTEDITION FLOOR FINISH PLAN TO THE OF ALL BUILDING CODES. OH OPPOSITE HAND DL DIVIDED LITE 1R1S 1 ROD 1 SHELF BRICK LEDGE D. CEILING: LIVEAPPLICABLE 20 PSF DEAD 10PSF INTERIOR ELEVATIONS 9. ALLA-7.1 WORK CONFORM TO OSHA STANDARDS. OPT OPTIONAL ELEC ELECTRICAL 1R2S 1 ROD 2 SHELVES RECESSED 5' E. SHALL BALCONIES: LIVE 60 PSF DEAD 10PSF SHOWER PAN 10. 3. THEA-8.1 CONTRACTOR SHALL BEFOR SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES BUILDING SECTIONS PL PLATE HEIGHT ELEV ELEVATION 2R2S 2 RODS 2 SHELVES LIVE LOAD REDUCTIONS THE STRUCTURE ARE INALL STRICT ACCORDANCE WITH THE PROJECT DESCRIPTION PWD INCLUDING LAGGING,SECTIONS SHORING A-8.2 BUILDING POWDER ROOM EXT'D EXTENDED ABV ABOVE AFOREMENTIONED CODE. AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,PLUMBING WALL STREETS AND UTILITIES WITH OF ALLCONSTRUCTION CODES AND REQUIREMENTS OF PUBLIC OF THE RAD RADIUS EXT EXTERIOR AFF ABOVE FINISH FLOOR A-9.0 DETAIL SHEETIN ACCORDANCE 4. METHODS, PROCEDURES AND SEQUENCES ARE THE RESPONSIBILITY AUTHORITIES AND STANDARDS. REF REFERENCE FE FINISHED END ADJ ADJUSTABLE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND NEWAIRCONSTRUCTION SINGLE FAMILY RESIDENCE WITHROOM ATTACHED 11. THEINSURE CONTRACTOR SHALL BEOFRESPONSIBLE FOR AT COORDINATING THECONSTRUCTION. WORK OF ALL TRADES AND RM FX FIXED A/C CONDITIONING THE INTEGRITY THE STRUCTURE ALL STAGES OF SHALL CHECK ALL DIMENSIONS. ANYMECHANICAL, DISCREPANCIES SHALL BEAND CALLED TO THEDRAWINGS ATTENTIONFOR OF RO HARDIE ROUGH OPENING FLR BRICK FLOOR APPROX APPROXIMATE GARAGE AND EXTERIOR WITH COMPOSITE SIDING 5. REFER TO THE ARCHITECTURAL, ELECTRICAL PLUMBING THESLEEVES, ARCHITECT AND BE RESOLVED PROCEEDING WITH ANYDRAWINGS. WORK. STD STANDARD FLUOR FLUORESCENT B BASE CURBS, INSERTS, ETC.BEFORE NOT SHOWN ON STRUCTURAL GENERAL NOTES ACCENTS AND COMPOSITE SHINGLE ROOF. TV 12. 6. THECONTRACTOR STRUCTURAL SHALL INTEGRITY OF ALL ANYDROPS, BUILDING RELIES ON THE FULL INTERACTION OFAND ALLDIMENSIONS ITS TELEVISION FND FOUNDATION BM BEAM VERIFY OFFSETS, BLOCKOUTS, BRICK LEDGES, COMPONENT PARTS, WITH PLANS NO PROVISIONS MADE FORLAYOUT. CONDITIONS AND/OR SEQUENCES OF TBD TO BE DETERMINED GL GLASS BLK BLOCKING WITH ARCHITECTURAL PRIOR TO PROJECT 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2012 CONSTRUCTION AND THE STRUCTURAL DESIGN IS BASEDDRAWINGS ON THIS PREMISE. THEREFORE, THE T&B TOP AND BOTTOM GYP GYPSUM/DRYWALL BO BY OTHERS 7. THEEDITION USE OF ALONG REPRODUCTIONS OF THESE CONTRACT BY ANY CONTRACTOR, ERECTOR, WITH ADOPTED AMENDMENTS. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF SUPERSTRUCTURE DURING CONSTRUCTION. TR TRANSOM HDW HARDWARE CAB CABINET FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS 2. THE LOADS ARE CODE FOLLOWS: 13. INTERIOR ORDESIGN EXTERIOR BEARING AND RECOMMENDED SHEAR WALLS, IFAS LOADED BEFORE SHEATHING, HAVE TYP TYPICAL HDR HEADER CPT CARPET ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATESSHALL HIMSELF TO Door Schedule 2 LIVE 20 PSF A. TEMPORARY ROOF: DEADOF 10STUDS PSF CONTINUOUS, AT MID-HEIGHT PRIORMAY TO APPLYING ANY ABBREVIATIONS VAN VANITY HT HEIGHT CLG CEILING ANY JOBB.EXPENSE, REALBRACING ORLIVE IMPLIED, DUE TO ANY 10 ERRORS OCCUR HEREON. FLOOR: 40 PSF DEAD PSF (20THAT PSF W/TILE) CONSTRUCTION LOADS. VIF VERIFY Type IN FIELD HB HOSE BIB CL CENTERLINE 8. ALL MATERIALS AND: WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND Mark Family Type Width Head Height C. STAIRS LIVE 40REPRESENT PSF DEAD 10PSF 14. FRAMING LAYOUTS ARE PROVIDED TO DESIGN CONCEPTS AND SYSTEMS No. Date VESTOH VESTIBULE INT DL INTERIOR CLR 1R1S CLEAR TO THE LATEST EDITION OF ALL APPLICABLE BUILDING CODES. OPPOSITE HAND DIVIDED LITE 1 ROD 1 SHELF CEILING: 20 DEAD 02 Exterior Door 3068 EXTLIVE 3' - 0" 10PSF 6' - 8"ARE RESPONSIBLE FOR MATERIAL CONSTRUCTION. CONTRACTOR AND HISPSF SUBCONTRACTORS 21'WORK - 9D.5/8" WS OPT WAINSCOTT MASELEC MASONRY CLO 1R2S CLOSET 9. ALL SHALL CONFORM LIVE TO OSHA STANDARDS. OPTIONAL ELECTRICAL 1 ROD 2 SHELVES E.AND BALCONIES: 60 PSF DEAD 01 Exterior Door 3070 3' - 0" 10PSF 7' - REQUIRED 0" QUANTITIES ANY AND ALLEXT UNSPECIFIED COMPONENTS FOR CONSTRUCTION. WIC WALK IN CLOSET MAXELEV MAXIMUM COV'D 10. THELIVE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES PLATE HEIGHT ELEVATION 2R2S COVERED 2 RODS 2 SHELVES 3. LOAD REDUCTIONS FOR THE STRUCTURE ARE ACCORDANCE WITHSHORING THE 03CLOSET Exterior Door-Single Panel 3' -BRACING 0" OF 7' IN - OF 0"STRICT 15. French CONTRACTOR SHALL BE 3070 RESPONSIBLE RIGID ALL WALLS, FORMWORK, PROJECT DESCRIPTION WC PL MTL CRITABV CRITICAL INCLUDING LAGGING, SHORING AND FOR PROTECTION ADJACENT PROPERTY, STRUCTURES, PWD WATER POWDER ROOM EXT'D METAL EXTENDED ABOVE AFOREMENTIONED CODE. ANDSTREETS FALSE WORK DURING CONSTRUCTION. 04 Garage Door-Flush Panel 16'X7' DOOR WITH 16' ALL - 0" CODES 7' - 0" AND REQUIREMENTS OF PUBLIC W RAD WIDTH OR WEST CEB AFF CURVED EYEBROW AND UTILITIES INGARAGE ACCORDANCE RADIUS EXTERIOR ABOVE FINISH FLOOR MIN EXT MINIMUM 4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 16. Door BEARING WALL STUDS DERIVE 05 Interior 1868 THEIR LOAD CARRYING 1' - 6" CAPACITY 6' - 8" WHEN SHEATHED AND NAILED ON WD REF WOOD NTS FE NOTFINISHED TO SCALEEND DIA ADJ DIAMETER AUTHORITIES AND STANDARDS. REFERENCE ADJUSTABLE CONTRACTOR. THE CONTRACTOR SHALL2'TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AT LEAST ONE SIDE. FLOOR SUPPORTED BY STUD SHALL NOT OF BE ALL LOADED BY AND AND 4" CONSTRUCTION FAMILY RESIDENCE WITHROOM ATTACHED 06 Interior Door 2068 FRAMING 2' -- 0" 6' -STAGES 8"WALLS OF 11. THEINSURE CONTRACTOR SHALL BEOFRESPONSIBLE FOR COORDINATING THECONSTRUCTION. WORK TRADES O.C.SINGLE ON CENTER DIM A/C NEW DIMENSION RM FX FIXED AIR CONDITIONING THE INTEGRITY THEDEAD STRUCTURE AT ALL BUILDING MATERIALS ANY OTHER LOADS UNLESS APPROVED BY THE SHALL CHECK ALL OR DIMENSIONS. ANYMECHANICAL, DISCREPANCIES CALLED TOENGINEER. THEDRAWINGS ATTENTIONFOR OF 07 SIDING 2668 2' - 6" ELECTRICAL 6'SHALL - 8" BEAND RO HARDIE ROUGH OPENINGInterior Door 5. FLR BRICK FLOOR APPROX APPROXIMATE GARAGE AND EXTERIOR WITH COMPOSITE REFER TO THE ARCHITECTURAL, PLUMBING ARCHITECT AND3068 BE RESOLVED WORK. STANDARD 08 Interior Door THESLEEVES, 3'PROCEEDING - 0" ON 6'STRUCTURAL - 8" WITH ANYDRAWINGS. FLUOR FLUORESCENT B BASE CURBS, INSERTS, ETC.BEFORE NOT SHOWN ACCENTS AND COMPOSITE SHINGLE ROOF. STD 12. 6. THECONTRACTOR STRUCTURAL SHALL INTEGRITY OF ALL ANYDROPS, BUILDING RELIES OFAND ALLDIMENSIONS ITS TV TELEVISION FND FOUNDATION BM BEAM 09 Interior Door-Double (2) 1668 3'OFFSETS, - 0" 6' -ON 8" THE FULL INTERACTION VERIFY BLOCKOUTS, BRICK LEDGES, COMPONENT PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS AND/OR SEQUENCES OF TBD TO11BE DETERMINED GL GLASS BLK BLOCKING WITH ARCHITECTURAL PLANS PRIOR TO PROJECT Interior Door-Shower 2070 GL 2' - 0" 7'LAYOUT. - 0" CONSTRUCTION AND THE STRUCTURAL DESIGN IS BASEDDRAWINGS ON THIS PREMISE. THEREFORE, THE T&B TOP AND BOTTOM GYP GYPSUM/DRYWALL BO BY OTHERS 7. THE USE OF REPRODUCTIONS OF THESE CONTRACT BY ANY CONTRACTOR, ERECTOR, CONTRACTOR SHALL PROVIDE ADEQUATE SUPERSTRUCTURE DURING CONSTRUCTION. TR TRANSOM HDW HARDWARE CAB CABINET FABRICATOR OR MATERIAL SUPPLIER INBRACING LIEU OF OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS 62' - 9" 5 5/8" 13. INTERIOR OR EXTERIOR AND SHEAR WALLS, IF LOADED BEFORE SHEATHING, HAVE TYP TYPICAL HDR HEADER CPT CARPET ACCEPTANCE OF ALLBEARING INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATESSHALL HIMSELF TO 56'HEIGHT - 7 1/2" CONTINUOUS, TEMPORARY AT MID-HEIGHT OFERRORS STUDS PRIOR TO APPLYING ANY 1/2" ABBREVIATIONS VAN VANITY HT CLG CEILING ANY JOB EXPENSE, REALBRACING OR IMPLIED, DUE TO5ANY THAT MAY OCCUR HEREON. 9' -- 3" 9" CONSTRUCTION LOADS. 10' - 1" 14' VIF - 9 1/2" VERIFY IN FIELD 12' 2' - 8" TO THE DRAWINGS AND SPECIFICATIONS AND HB HOSE BIB CL CENTERLINE 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM 14. FRAMING LAYOUTS PROVIDED REPRESENT DESIGNCODES. CONCEPTS AND SYSTEMS No. Date VESTOH VESTIBULE INT DL INTERIOR CLR 1R1S CLEAR TO THE LATEST ARE EDITION OF ALLTO APPLICABLE BUILDING OPPOSITE HAND DIVIDED LITE 1 RODB1 SHELF CONSTRUCTION. CONTRACTOR AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR MATERIAL WS OPT 9' WAINSCOTT MASELEC MASONRY CLO2' 9. ALL WORK SHALL CONFORM TO OSHA STANDARDS. - 8" CLOSET 5' - 3" - 6 1/2" OPTIONAL ELECTRICAL 1R2S 1 ROD 2 SHELVES 4040 FX FROSTED QUANTITIES AND ANY AND ALLBE UNSPECIFIED COMPONENTS FOR CONSTRUCTION. WIC PL WALK IN CLOSET MAXELEV MAXIMUM COV'D 10. THE CONTRACTOR SHALL SOLELY RESPONSIBLE FORREQUIRED ALL EXCAVATION PROCEDURES PLATE HEIGHT ELEVATION 2R2S COVERED 2 RODS 8' - 0" 2HDSHELVES 15. CONTRACTOR BE RESPONSIBLE RIGID BRACING OF ALL WALLS, FORMWORK, SHORING WC PWD WATER CLOSET MTL EXT'D METAL CRITABV CRITICAL INCLUDINGSHALL LAGGING, SHORING AND FOR PROTECTION OF ADJACENT PROPERTY, STRUCTURES, POWDER ROOM EXTENDED ABOVE ANDSTREETS FALSE WORK DURING CONSTRUCTION. 3' - 5 1/2" 10' RADIUS - 9OR1/2" W RAD WIDTH WEST CEB AFF CURVED EYEBROW AND UTILITIES IN ACCORDANCE WITH CODES AND REQUIREMENTS OF PUBLIC EXTERIOR ABOVE FINISH FLOOR MIN EXT MINIMUM 2' ALL - 0"CAPACITY C 16. BEARING WALL STUDS DERIVE THEIR LOAD WHEN SHEATHED AND NAILED ON 06 CARRYING WD WOOD NTS NOT TO SCALE DIA ADJ DIAMETER AUTHORITIES AND STANDARDS. REF REFERENCE FE FINISHED END ADJUSTABLE SLOPE SUPPORTED 3060 SH AT-3 LEAST ONE SIDE. FLOOR FRAMING STUD WALLS SHALL NOT OF BE ALL LOADED BY AND 1/2" CLOSET 2068 11. THE CONTRACTOR SHALLCONCRETE BE RESPONSIBLE FORBY COORDINATING THE WORK TRADES O.C. FX ON CENTER DIM A/C DIMENSION RM ROOM FIXED AIR CONDITIONING 2" 8' - 0" HD 9'-0"CLG 1' - 11" BUILDING ANY OTHERANY DEAD LOADS UNLESSSHALL APPROVED BY THE SHALLMATERIALS CHECK ALL OR DIMENSIONS. DISCREPANCIES BE CALLED TOENGINEER. THE ATTENTION OF

BSDG

7" / 12"

12"

7" / 12"

12"

REAR 3/16" = 1'-0"

BRICK AS SELECTED

A-1.0 BSDG

A-0.0C BSDG

A-2.0 BSDG

HARDIE PLANK

A-2.1 BSDG

A-2.2 BSDG

Date

No.

Date

A-2.3

19' - 6"

FINISH FLOOR 0' - 0" 1ST FLR. PLT. HT. GRADE 9' - 0" -1' - 0"

4 " TRIM

DOUBLE ROWLOCK WINDOW SILL

A-0.0B BSDG

47' - 10"

10' - 4" 5' - 2"

23' - 1 3/4"

12"

FINISH FLOOR 0' - 0" RIGHT 3/16" = 1'-0"

FORMING PLAN

5 1/2"

3' - 7 1/8"

3' - 1 1/2"

4 " TRIM 7"

COVER SHEET - ELEV. C

3' - 6 7/8"

1' - 7"

2' - 6"

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

15' - 3 1/2"

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

16' - 2"

1' - 2 1/2" 5 1/2"

1ST FLR. PLT. HT. 9' - 0"

COMPOSITE SHINGLE ROOF

HARDIE PLANK

No.

Date

1. FOR INTERIOR ELEVATION MARKERS REFER TO FINISH PLAN ON SHEET 6.1

4 " TRIM 12"

1' - 7"

3' - 7" 4' - 6"

47' - 10"

INTERIOR ELEVATIONS NOTES

Date

A-3.0

7" / 12"

12"

No.

GRADE -1' - 0"

A-3.1

7" / 12"

12' - 10"

8'-0"CLG

3' - 0"

EY LL VA

12" 7"

12"

6' - 4 1/2"

1ST FLR. PLT. HT. 9' - 0" 04 16'X7' GARAGE DOOR FLOOR PLANPLAN NOTES: 7" FLOOR 1 5 1/2" 3/16" = 1'-0" DOUBLE ROWLOCK WINDOW 1. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE SILL WITH CONSTRUCTION. 12" VERIFIED BEFORE PROCEEDING

7" / 12"

1' - 2 1/2" 5 1/2"

12"

ROOF PLAN - ELEV A 3/16" = 1'-0"

Date

2. 7" INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS GRAPHICALLY INDICATED OTHERWISE. WINDOWS AND 12" DOORS ARE DIMENSIONED TO CENTERLINE OF ROUGH 7" OPENINGS. 3. FOR PLATE HEIGHTS REFER TO ELEVATIONS AND ROOF PLAN. FINISH FLOOR 4. CEILING HEIGHT CALL OUTS ARE0'NOMINAL. SEE - 0" 1ST FLR. PLT. HT. ELEVATIONS AND ROOF PLAN FOR PRECISE DIMENSIONS. 9' - 0" 5. UNLESS OTHER WISE ANNOTATED, ALL ANGLES OTHER GRADE BRICK AS SELECTED THAN 90° ANGLES ARE TO BE 45° ANGLES. -1' - 0" 6. ALL HALLWAYS USED AS EGRESS FROM BEDROOMS SHOULD NOT BE CONSTRUCTED LESS THAN 3'-0” NET DOUBLE ROWLOCK WINDOW CLEAR. FLOOR PLAN- ELEV C C 7. ALL PLUMBING WALLS SHALL BE 2x6 MIN. SILL 3/16" = 1'-0" 8. ALL GLAZING WITHIN 2'-0” HORIZONTAL DISTANCE FROM ANY JAMB OF EXTERIOR DOORS SHOULD BE TEMPERED GLASS. 9. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYP. BOARD FINISH FLOOR TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NOT LESS THAN 5/8" 0' - 0" TYPE X GYP BOARD OR EQUIVALENT. 10. ALL OPENINGS TO BE CENTERED ON WALLS UNLESS GRADE STONE AS SELECTED OTHERWISE NOTED. STANDARD DOOR JAMB TO BE 5”. -1' - 0"

7" / 12"

5 1/2"

LEFT 3/16" = 1'-0"

2'-0" X 2'-9"

10' - 4"

7" / 12"

12"

18' - 3 1/2"

FIRST FLOOR - EXT. DIM. 3/16" = 1'-0"

No.

WINDOWS

SOLDIER COURSE

GARAGE 3

20' - 3 1/2"

12"

FLOOR PLAN - ELEV B 12" 3/16" = 1'-0" 7"

"/ 5COMPOSITE SHINGLE ROOF

BSDG

MASTER PLAN EXAMPLE

COVER SHEET - ELEV. A

12' - 10" 5' - 2"

4' - 8 1/2" 47' - 10" 5 1/2"

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

5' - 2"

4' - 6 3/4"

18' - 3 1/2"

5' - 9 1/4"

03 3070

20'-0" X 18'-0" 8'-0"CLG

CLOSET

2' - 7" 2' - 7"

6 1/2"

6' - 7"

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

12"

19' - 11"

L 2670 SH 8' - 0" HD

16' - 0"

17' - 11" 7"

WINDOWS @ DINING ROOM OPTION 3/16" = 1'-0"

PATIO

9' - 9" 10'-0"CLG PORCH

8'-0"CLG

4 " TRIM

12"

1' - 2 1/2"

5' - 2"

1' - 8"

47' - 10"

6' - 4 1/2"

9'-0"CLG

2' - 6"

CLOSET

5 1/2"

16' - 2"

10' - 4"

1' - 2 1/2"

FIXED (FX) 01 3070 EXT

GARAGE

2670 SH 8' - 0" HD

L 2670 SH 8' - 0" HD

3' - 2"

SINGLE HUNG 60-40

12"

NOTE: 60/40 WINDOWS

12"

4' - 3" 7"

04 16'X7' GARAGE DOOR3' - 3" 4' - 8 1/2" 2' - 11" 53' - 2"

2' - 9 1/2"

3' - 2"

18' - 8 1/2"

9'-0"CLG

CLOSET

SINGLE HUNG 12"

NN 3060 SH 2 8' - 0" HD L

12'-6" X 10'-0" 8'-0"CLG

7" / 12" 3' - 3 1/2"

5 1/2"

10' - 4" 10'-0"CLG

FORMING PLAN PORCH 1 2068 9'-0"CLG 3/16" = 1'-0" BEDROOM #4

04 16'X7' GARAGE DOOR 7" / 12"

12"

8'-0"CLG

07 2668

BREAKFAST

18' - 3 1/2"

4'-3" X 3'-9" 8'-0"CLG 8'-0"CLG

N 3040 SH 8' - 0" HD

W.H

3' - 0 1/4" 12"

06 7" 2068 PANTRY GARAGE

3' - 2"

2 1/2" / 12"

2' - 7" 12"

12' - 10"

8'-0"CLG

CLOSET

2' - 6 1/2" 3' - 1 1/2" 2' - 6" 4' - 8 1/2" 5' - 8" 5' - 2"

8'-0"CLG

CLOSET

6' - 8" 4' - 7" 6' - 7 1/2"

12' - 5"

9'-0"CLG

B BRICK AS SELECTED

HIP 12"

5' - 9"

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

02 3068 EXT

UTILITY

7" / 12"

18' - 3 1/2"

2' - 10"

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

7" / 12"

5" / 12"

FLOOR PLAN - ELEV A 3/16" = 1'-0"

ATTIC ACCESS

04 4480 SRO

8'-0"CLG

1' - 2 1/2"

HIP

12"

POWDER 9'9'-0"CLG - 6" 12" PORCH

CLOSET

3' - 0" 3 1/2"

7" / 12"

FRONT - ELEV. A 3/16" = 1'-0"

16' - 1"

9' CLG

21' - 6 1/2"

STONE AS SELECTED 12"

3' - 5 1/2"

3' - 5"

COMPOSITE SHINGLE ROOF BAY WINDOWS @ MASTER OPTION 3/16" = 1'-0" SLOPE

5 1/2" 3' - 0"

01 3070 EXT 2' - 3 1/2"

01 3070 EXT

FLOOR

14' - 0 1/8"

2' - 7"

13' - 10 3/4"

4' - 10 1/4"

3' - 2 1/2"

KITCHEN

14'-3" X 11'-6" 10'-0"CLG

BRICK 8' - AS 0" HDSELECTED

9'-0"CLG

FOYER

10'-0"CLG E 3060 SH 8' - 0" HD

SLOPE

10' - 4"

47' - 10"

6' - 4 1/2"

2' - 1 1/8" 7" / 12" 3' - 9 1/2" 3' - 8"

10'-0"CLG

K 2660 SH

1' - 2 1/2"

2' - 7"

BREAKFAST 3' - 2" 11'-3" X 11'-6" COURSE SOLDIER

2' - 3 5/8"

WALL TYPES 2668

6 1/2"

K 2660 SH AA 8' - 0" HD 2060 SH 8' - 0" HD K 2660 SH 8' - 0" HD

2' - 4 7/8"

2' - 10"

9' CLG

SLOPE UP TO CLG

B C E K L M N

5 1/2"

12' - 10"

8' - 8"

2' - 6" 5' - 2"

8'-0"CLG

2' - 7"

-1

3' - 8"

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

SLOPE

GARAGE

2' - 4"

4' - 6 3/4"

SLOPE

5' - 9 1/4"

1/8 "

3060 SH

PORCH 3070 3060 SH COMPOSITE SHINGLE ROOF 9'-0"CLG INTERIOR 3/4" GLASS SHOWER WALL: TEMPERED 8' - 0" HD 6' - 7"

2068

TELEVISION 14'-3" X 10'-0" TO BE DETERMINED 9'-0"CLG TOP AND BOTTOM TRANSOM TYPICAL VANITY VERIFY IN FIELD VESTIBULE WAINSCOTT 07 WALK IN CLOSET 2668 WATER CLOSET WIDTH 20'OR - 8WEST 1/2" WOOD 4' - 6"

12' - 5"

5 1/2"

4' - 8 1/2"

9'-0"CLG

CLOSET

7' - 6"

THE ARCHITECT AND BE SEAT RESOLVED BEFORE PROCEEDING WITH ANY WORK. WINDOW 12. THE STRUCTURAL INTEGRITY OF ANY BUILDING MRELIES ON THE FULL INTERACTION OF ALL ITS 2660 SH COMPONENT PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS AND/OR SEQUENCES OF 8' - 0"ISHD CONSTRUCTION AND THE STRUCTURAL DESIGN BASED ON THIS PREMISE. THEREFORE, THE BEDROOM #3 CONTRACTOR SHALL PROVIDE ADEQUATE BRACING M OF SUPERSTRUCTURE DURING CONSTRUCTION. X 11'-3"BEARING AND SHEAR2660 13. INTERIOR OR12'-3" EXTERIOR WALLS, SH IF LOADED BEFORE SHEATHING, SHALL HAVE CONTINUOUS, 9'-0"CLG TEMPORARY BRACING AT MID-HEIGHT 8' - 0" HD OF STUDS PRIOR TO APPLYING ANY CONSTRUCTION LOADS. FORMING PLAN NOTES: CLOSET 14. FRAMING LAYOUTS ARE PROVIDED TO REPRESENT DESIGN CONCEPTS AND SYSTEMS BI-FOLD DOUBLE SINGLE ENTRY SHOWER 2'-0" - 2" X 2'-9" SINGLE CONSTRUCTION. CONTRACTOR AND HIS3'SUBCONTRACTORS ARE RESPONSIBLE FOR MATERIAL 8'-0"CLG 06 SINGLEAND ANY AND ALL UNSPECIFIED LITE07 QUANTITIES SWING COMPONENTS REQUIRED FOR CONSTRUCTION. DOOR 2' - 0"BRACING OF ALL WALLS, 1. FORMWORK, ACTUAL FIELD CONDITIONS 15. CONTRACTOR SHALL BE RESPONSIBLE SHORING 2668 2068 FOR RIGID SWING MAY VARY AND MUST BE AND FALSE WORK DURING CONSTRUCTION. VERIFIED BEFORE 16. BEARING WALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN SHEATHED AND NAILED ON PROCEEDING 2' - 4" LEAST ONE SIDE. FLOOR FRAMING SUPPORTED BY STUD WALLS SHALL NOT BEINTERIOR LOADEDWITH BY DOORS EXTERIOR AT DOORS 43 CONSTRUCTION. BUILDING MATERIALS OR ANYBEDROOM OTHER DEAD BY THE ENGINEER. #3LOADS UNLESS APPROVED 2650 SH 2. DIMENSIONS ARE TO FACE SLOPE THERMOSTAT 8' - 0" HD OF STUD, UNLESS 14'-3" X 11'-3" CONCRETE 2" GRAPHICALLY INDICATED 06 BEDROOM #42 8'-0"CLG HALL 43 E Window Schedule 9'-0"CLG 10'-3" X 10'-0" 2068 2650 SH OTHERWISE. 3060 SH 8' - 0" 3. HD UNLESS OTHER WISE 8' - 0" HD Height 9'-0"CLG Type Mark Family Type Width Head Height Sill Height ANNOTATED, ALL ANGLES 21' OTHER THAN 90° ANGLES 4' -- 07"1/2" 2' - 3 1/2" 10' - 9 1/2" Fixed 4040 FX FROSTED 4' 0" 4' 0" 8' 0" 4' 0" 1' - 0"ARE TO BE 45° ANGLES. 07 Single Hung 3060 SH 3' - 0" 6' - 0" 8' - 0" 2' - 0" 4. ALL PLUMBING WALLS 07 2668 SHALL BE (2) 2x4. Single Hung 60-40 3060 SH 3' - 0" 6' - 0" 8' - 0" 2' - 0" 2668 Single Hung 2660 SH 2' - 6" 6' - 0" 8' - 0" 2' - 0" 5. REFER TO STRUCTURAL PLANS FOR ENGINEERED Single Hung 60-40 2670 SH 2' - 6" 7' - 0" 8' - 0" 0" 2'1'-- 4" FOUNDATION 9' - 9" 2' - 6" Single Hung 60-40 2660 SH 6' - 0" 8' - 0" 2' - 0" DROPPED BEAM 3' - 0" 4' - 0" 8' - 0" 4' - 0" 9' FINISHED Single Hung 06 6'3040 - 3"SH STANDARD BEDROOM #2

2' - 7"

3' - 2 7/8"

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

20' - 8 1/2"

3' - 4 1/2"

7' - 9"

9'-0"CLG

14' - 8CLOSET 1/2"

16' - 9"

5' - 11" 2' - 10 3/8" 2' - 10" 3' - 1" 3' - 0" 4' - 1 5/8" 3' - 9 7/8" SLOPE SLOPE

12' - 5"

07 2668

FLOOR

- 0" HD 3' 8'- 5" - 9" SLOPE INTERIOR 2X69'STUDS03 1/2" GYP BD: ONE SIDED

M 2660 SH 06 8' - 0" HD

BATH-2

9'-0"CLG

7' - 4"

2' - 4" L BEDROOM #4 2670STUDSSH INTERIOR GYP BD- 2X4 1/2" GYP BD 10'-3" 1/2" X 10'-0" 8' - 0" HD SLOPE9'-0"CLG 06 53' - 2" L INTERIOR 1/2" GYP BD- 2X6 STUDS1/2" GYP BD 2068 E SH GREAT ROOM DROPPED BEAM 2670 06 #4 9' FINISHED 3' - 4 5/8" BEDROOM 5' - 4 1/2" 8' - SH 0" HD 3060 23'-3" X 18'-9" CLOSET FLOOR 12'-3" X 10'-0" 2068PATIO AA 8' - 0"BDHD 2X4 STUDS- 5/8" TYPE 8'-0"CLG 10'-0"CLG 06 INTERIOR 5/8" TYPE X GYP X GYP BD: 1 HR 10'-0"CLG2060 SH 8'-0"CLG 06 L 2068 8' - 0" HD 2068 2670 SH INTERIOR 5/8" TYPE X GYP BD8' - 0" HD2X6 STUDS- 5/8" TYPE X GYP BD: 1 HR 09 07 COAT 9'-0"CLG (2) 16682668 MASTER ROOM C 2X4 STUDS- 1/2" GYP BD: ONE 1' - 4 1/2" INTERIOR SIDED 10'-0"CLG

01 3070 EXT 4' - 1"

-3 1/2" 5' - 0 2660 1/4" SH 8' - 0" HD W.I.C.BEDROOM #3

9'-0"CLG14'-0" X 11'-3" 8'-0"CLG

ROUGH OPENING

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

3' - 0"

9' CLG

SLOPE

9' CLG

SLOPE

11' - 9 1/2"

5 1/2"

5' - 9"

14' - 8 1/2"

16' - 3 3/8"

19' - 11" 47' - 10"

2068 AIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)EXTERIOR HARDIE SIDING1' - 6" DROPPED BEAM OSB SHEATHING- 2X4 STUDS- 4" BATT INSULATION- 1/2" GYP BD 9' FINISHED

GARAGE DOOR

RO STD TV TBD T&B TR TYP VAN VIF VEST WS WIC WC W WD

/2" 31

11' - 7 5/8"

16' - 3 1/2"

1/2

SEAT 08 EXTERIOR STUCCO3068 AIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)- OSB SHEATHING- 2X4 STUDS- 4" BATT INSULATION- 1/2" GYP BD 13' - 4 5/8" 2' - 6" 6' - 1 1/2" EXTERIOR HARDIE SIDING- AIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)- 4 INSULATION1/2" 3' - 5 1/2" OSB SHEATHING- 2X6 STUDS6" 16' BATT 1/2" GYP BD 06

07 2668

FLOOR FLUORESCENT SHELVES FOUNDATION GLASS GYPSUM/DRYWALL HARDWARE HEADER HEIGHT HOSE BIB INTERIOR 06 MASONRY 2068 MAXIMUM METAL CLOSET MINIMUM 9'-0"CLG NOT TO SCALE ON CENTER M

SCHEDULES

3' - X5"11'-3" 12'-3" EXTERIOR CULT STONE- AIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)9'-0"CLG WINDOW OSB SHEATHING- 2X4 STUDS- 4" BATT INSULATION- 1/2" GYP BD

07 2668

4' - 0" FLR APPROXIMATE FLUOR BASE 11 FND BEAM GL BLOCKING 2070 GL GYP BY OTHERS HDW CABINET HDR CARPET MASTER HT CEILING BATH 9'-0"CLG HB CENTERLINE 06 INT CLEAR CLOSET 2068 MAS MAX COVERED MTL CRITICAL CURVED EYEBROW 5' -MIN 5" NTS DIAMETER 9 1/8" O.C. DIMENSION

APPROX B BM BLK BO CAB09 SLOPE CPT (2) 1668 CLG 9' CLG MASTER ROOM CL 06 C 16'-0" X 15'-9" CLR 2068 3060 SH 10'-0"CLG CLO 8' - 0" HD AIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)EXTERIOR FACE BRICKCOV'D OSB SHEATHING- 2X6 STUDS- 6" BATT INSULATION- 1/2" GYP BD CRIT 06 C CEB EXTERIOR FACE BRICKAIR SPACE- TYVEK BUILDING WRAP (OR EQUIVALENT)2068 3060 SH DIA3' - 2" OSB#3SHEATHING8' - 0" 2X4 HD STUDS- 4" BATT INSULATION- 1/2" GYP BD BEDROOM DIM

C 3060 SH 8' - 0" HD

04 16'X7' GARAGE DOOR

47' - 10"

2693 SF

SLOPE CONCRETE 2"

4' - 1"

11' - 7 1/2"

Area

16' - 2"

16' - 4 1/2"

GROSS AREA SCHEDULE Name SLAB AREA

7" / 12"

6' - 1 1/2"

6' - 11"

7' - 2 3/4"

4' - 3 1/2"

UNCONDITIONED UNCONDITIONED UNCONDITIONED UNCONDITIONED

5' - 11 1/2"

6' - 1 1/2"

18' - 3 3/4" Comments CONDITIONED

MAP

10' - 4"

15' - 2 1/2"

AREA SCHEDULE Area 2026 SF VICINITY 2026 SF 390 SF 66 SF 159 SF 37 SF 652 SF 2678 SF

7" / 12"

2' - 6 1/2"

3' - 2 1/4"

3' - 2 1/2"

16' - 10 7/8"

20' - 8 1/2"

19' - 11"

2' - 3 1/2"

VICINITY MAP

5' - 8"

5 1/2"

A-0.0A

21' - 8 1/2"

MASTER PLAN EXAMPLE COVER SHEET - ELEV. B Project number ELDNET # MASTER PLAN EXAMPLE Project number ELDNET # Date 07/09/2020 MASTER PLAN EXAMPLE Project number ELDNET # Date 07/09/2020 MASTER PLAN EXAMPLE Drawn by EP SCHEDULES Date 07/09/2020 Project number ELDNET # Author Drawn by MASTER PLAN EXAMPLE 120 E. Main Street Checked by BSDG Scale FLOOR PLAN - ELEV. A Project number ELDNET # MASTER PLAN EXAMPLE 120Scale E. Main Street Forney, TX 75126 Drawn by Author Date 07/09/2020 Checker Checked by ELEVATIONS OPTIONS - A,B,C MASTER PLAN EXAMPLE Forney, TX 75126 214.295.5280 Date 07/09/2020 Project number ELDNET # 120 E. Main Street Scale Checked by Checker OPTIONS EP Drawn by 214.295.5280 MASTER PLAN EXAMPLE Project number ELDNET # www.broadstonedg.com 120 E. Main Street Forney, TX 75126 Drawn by Author Date 07/09/2020 EXTERIOR ELEVATIONS - ELEV. A Checker Scale 3/16" = 1'-0" Checked by www.broadstonedg.com Project number ELDNET # MASTER PLAN EXAMPLE 120 E. Main Street Forney, TX 75126 Date 07/09/2020 214.295.5280 EXTERIOR ELEVATIONS - ELEV. A Scale As indicated Checked by Checker Drawn by Author Project number ELDNET # Forney, TX 75126 214.295.5280 120 E. Main Street Date 07/09/2020 www.broadstonedg.com Drawn by Author Scale 3/16" = 1'-0" Checked by Checker 214.295.5280 www.broadstonedg.com Project number ELDNET # Forney, TX 75126 120Scale E. Main Street Date 07/09/2020 Drawn by Author 3/16" = 1'-0" Checked by Checker www.broadstonedg.com 214.295.5280 Forney, TX 75126 Date 07/09/2020 Drawn by Author Scale As indicated Checked by Checker www.broadstonedg.com 214.295.5280 Drawn by Author Scale 3/16" = 1'-0" Checked by Checker www.broadstonedg.com Scale 3/16" = 1'-0" Checked by Checker

VICINITY MAP

Name LIVING SPACE CONDITIONED GARAGE PORCH PATIO BRICK LEDGE UNCONDITIONED Grand total

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

BSDG

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

BSDG

Autodesk Revit

-3

SERVICES

CONSTRUCTION DOCUMENTS

BSDG

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

12" 12"

7" / 12"

2 1/2" / 12"

12" 7"

DOUBLE ROWLOCK

SOLDIER COURSE 12" 7"

1ST FLR. PLT. HT. 9' - 0"

No.

Date

STONE AS SELECTED

BSDG

7" / 12"

16" 2"

HEADER (REF. SCHEDULE FOR SIZE).

EXTERIOR SHEATHING

45° BLOCKING

KING STUD

CULTURED STONE

REF. ELEV. FOR HGT.

DBL. 2x12's w/ 1/2" PLYWOOD GUSSET

METAL FIREBOX

MORTAR JOINTS

SOLE PLATE

FACTORY BUILT CHIMNEYS & FIREPLACES SHALL BE INSTALLED IN ACCORDANCE w/ THE TERMS OF THEIR LISTINGS & MANUFACTURERS INSTRUCTIONS. PROVIDE A COPY OF THE 2000 IRC REPORT FOR FACTORY BUILT CHIMNEYS & FIREPLACES.

1/2" PLYWOOD GUSSET

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

BSDG

BSDG A-6.1

07/09/2020 Author Scale As indicated Checker MASTER PLAN EXAMPLE

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

BSDG

ELDNET #

INTERIOR ELEVATIONS

A-8.1

PROVIDE DRAFT STOPPING WHEN THERE IS USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE OF A

WEATHER PROTECTION AND EXTERIOR SIDING

1/2" PLYWOOD SHELF TRIM BD. SEE PLANS SEE PLANS

ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL

EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTER-FLASHING AND COPING, WHEN OF METAL, SHALL BE NOT LESS THAN NUMBER 26 U.S. GAUGE CORROSION-RESISTANT METAL ( SECTION R703.8 & R903.2.1).

FINISH WORK · ·

WOOD BEAM

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

A-7.1

07/09/2020 Author Scale 1/4" = 1'-0" Checker MASTER PLAN EXAMPLE

ELDNET #

FIRST FLOOR FINISH PLAN

Project number Date Drawn by Checked by

CLG. JOIST

2x6's 3 NAILS 2x8's 4 NAILS 2x10'S 5 NAILS 2x12'S 6 NAILS (NAIL ON BOTH SIDES)

DRAFT STOPS SHALL BE CONSTRUCTED OF APPROVED MATERIALS AS SPECIFIED IN SECTION R502.12.1.

SPACE INTO APPROXIMATELY EQUAL AREAS (SECTION R502.12).

ALL INTERIOR MATERIALS SHALL MEET THEIR FLAME-SPREAD INDEX FOR ALL INTERIOR FINISH MATERIALS (SECTION R702.1) OF 2009 IRC. GYPSUM WALL BOARD (INTERIOR LATH AND PLASTER) SHALL NOT BE INSTALLED ON WEATHER-EXPOSED SURFACES (SECTION R701.2).

PLANT LEDGE ·

KING STUD

SOFTWOOD PLYWOOD PANELING SHALL BE INSTALLED AS SPECIFIED IN SECTION R702.5 OF THE 2009 IRC

FIREPLACES

SOLE PLATE

O.H. GARAGE HEADER N.T.S.

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

3' - 0"

A-5.1

o.c.

THE CONCEALED SPACE DOES NOT EXCEED 1,00 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED

APPLY CONSTRUCTION ADHESIVE IN CROSS HATCH PATTERN TO ALL MATING SURFACES.

TRIMMER

OVERLAP TOP PLATES TO TIE STUDS TOGETHER

METAL FIREBOX N.T.S.

NOTE:

ARCHED OPENING LINE

DOUBLE TRIMMER

PROVIDE FIRESTOPPING IN OPENINGS AROUND VENTS, PIPES, DUCTS, FIREPLACE CHIMNEYS AND SIMILAR OPENINGS

FLOOR/CEILING ASSEMBLY IN A SINGLE FAMILY DWELLING. DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF

1/2" PLYWOOD SHELF

N.TS.

BUILDING PAPER

PROVIDE FIRESTOPPING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND THE BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED (SECTION R602.8).

SEE PLANS

INT. RAISED PLATE DTL.

STUD WALL FRAMING

PROVIDE FIRESTOPPING AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT

WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS (SECTION R602.8).

DBL. TOP PLATE

PROVIDE FIRESTOPPING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR

* 2x MEMBERS

DBL. TOP PLATE

FIRE STOPS SHALL BE CONSTRUCTED OF APPROVED MATERIALS AS SPECIFIED IN SECTION R602.8.1.

SOFFITS, DROP CEILINGS AND COVE CEILINGS (SECTION R602.8). · ·

1" TYP

TYP. BRICK PORCH COLUMN

ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECT TO THE

LEVELS AND AT 10 FOOT INTERVALS ALONG THE LENGTH OF THE WALL (SECTION R602.8). · INT. CORNER FRAMING DTL.

1/2" GYPSUM BOARD CEILING (REF. PLAN FOR HEIGHT).

N.T.S.

CULTURED STONE SYSTEM

07/09/2020 Author Scale As indicated Checker MASTER PLAN EXAMPLE

INT. CORNER FRAMING DTL.

N.TS.

N.T.S.

ELDNET #

2-2x4's RAISED PLATE (REF. PLAN FOR HEIGHT).

CEILING JOIST

VALLEY MEMBER

PROVIDE A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE

UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SMOKE AS SPECIFIED IN SECTION R806.1.

BEAM

COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 6 INCHES OF THE FIREPLACE OPENING. NO SUCH COMBUSTIBLE MATERIAL WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL PROJECT MORE THAN INCH FOR EACH 1-INCH CLEARANCE FROM SUCH OPENING (SECTION R1003.13).

JOIST

ARCH TOP OPENING N.T.S.

4'-0" MIN .

1_ 8

12'-0" MIN 36'-0" MAX.

STEEL LINTEL SCHEDULE

HEADER SCHEDULE SPAN

S.Y.P. SOUTHERN

D.B. DROP BEAM

SIZE

4'-0" TO 4'-11"

2 - 2x6's

5'-0" TO 6'-6"

2 - 2x8'S

6'-7" TO 8'-3"

2 - 2x10's

8'-4" TO 10'-1"

2 - 2x12's

10'-2" TO 13'-0"

2 - 2x12's w/

NOTE:

PLYWOOD GUSSET

SPAN 4'-0" OR LESS 6'-0" 8'-0" 10'-0"

SIZE 3 1/2" x 3 1/2" x 3/16" 4" x 3 1/2" x 3/16" 5" x 3 1/2" x 3/16" 6" x 3 1/2" x 3/8" ALL LINTELS TO BE LONG LEG VERTICAL (LLV) U.N.O.

ALL HEADERS AT FIRST FLOOR OF TWO STORY HOUSE TO BE 2-2x12's WHEN THERE IS A FLOOR ABOVE UNLESS OTHERWISE NOTED.

NOTE: 1. LINTEL STEEL SHALL BE PER ASTM A36 2. LINTELS SHALL BEAR 6" MIN. IN MASONRY AT EACH END. 3. LINTELS SHALL BE COATED IN ACCORDANCE W/ LOCAL BLDG. CODE REQUIREMENTS FOR CORROSION RESISTANCE

LONGEST UNBRACED RAFTER SPAN

OVERLAP TOP PLATES TO TIE STUDS TOGETHER

MEASURED ALONG THE HORIZONTAL PROJECTION @ 24" o.c.: #3 YPKD:

4" MIN. DEPTH

2x6's - 10'-11"

2x8's - 10'-9"

2x8's - 14'-1"

SIDEWALK

2x4's NOTCHED 1/4" TO 1/2" SLOPE ACROSS WALK

#2 YPKD:

2x6's - 8'-5"

1x4 DIA. BRACING FLUSH W/ STUDS

6" MIN. CONC. NOTE: SEE SUBDIVISION REQUIREMENTS FOR CONC. JOINT & APPROACH REQ'S. N.T.S.

SCORE

E.J. STOP CURB @ SIDEWALK

MIN

DBL. DOUBLE

F.B. FLUSH BEAM

5'-

PINE

4'-0" MIN.

MIN. 3/8" TO 1/2" SLOPE PER 1'-0" TOP OF CURB TO BACK OF WALK

METAL JOIST HANGER AS SPEC.

YELLOW

o.c. ON CENTER

PURLIN SPACING

E.J.

SAW CUT 1 1/2" MIN. 1'-0" GUTTER

APPROACH

E.J. TO BE BITUMINUOUS MATERIAL ( 6' SPACING)

DETAIL SHEET

FRAMING

Scale 12" = 1'-0"

(SEE PLAN)

BEAM BRICK

2x VALLEY BOARD TO BE 1 SIZE LARGER THAN RAFTERS

GRADE -1' - 0"

ALL FASTENERS SHALL BE CORROSION-RESISTANT.

REQUIRED ATTIC ACCESS OPENING AT OR NEAR THE FURNACE (M1305.1.4.3). ·

PLATE HEIGHT

2" MIN. AIR SPACE BETWEEN CHIMNEY & COMBUSTIBLES

MORTAR SCRATCH COAT

6' - 0"

· 2x4 STUDS @ 24" o.c. PONY WALL

G.I. VALLEY FLASHING

RAFTERS

FIRESTOP SPACER INSTALL BELOW CEILING JOIST

STRUTS SHALL NOT BE SMALLER THEN 2-INCH BY 4-INCH MEMBERS. THE UNBRACED LENGTH OF STRUTS SHALL NOT (SECTION R802.5.1).

CEILING JOIST

N.T.S ROOF SHEATHING

FLOOR JOIST

FINISH FLOOR GRADE 0' - 0" -1' - 0"

THE MAXIMUM SPAN OF 2-INCH BY 4-INCH PURLINS SHALL BE 4 FEET. THE MAXIMUM SPAN OF 2-INCH BY 6-INCH

EXCEED 8 FEET. THE MINIMUM SLOPE OF STRUTS SHALL NOT BE LESS THAN 45 DEGREES FROM THE HORIZONTAL ·

ATTIC ACCESS

PERIMETER PLATES SHALL BE BOLTED TO FOUNDATION WITH NOT LESS THAN 1/2" STEEL BOLTS EMBEDDED IN MINIMUM OF 7" INTO SLAB (MIN. OF 2 BOLTS PER PLATE BUT NO MORE THAN 4'-0" o.c.). TYPICAL TWO STORY SECTION

13" SQUARE HOLE IN JOIST

METAL LATH

BSDG

A-4.3

ELDNET #

A & CRY SU LIC RR T O U UB ND

FINISHED GRADE SLOPE FOR DRAINAGE

FIRESTOP SPACER INSTALL ABOVE CEILING JOIST

FLOOR JOIST

(SEE PLAN)

10' - 0"

WEEP HOLES @ 33" o.c. FIRST COURSE ONLY

A-9.0

(3) 2x4's TO UNDERSIDE OF BEAM ON COLUMN MTL. BASE OR TREATED PLATE

POLY BASE W.P. @ SILL AND 12" UP WALL. ALSO @ WINDOW SILLS

CEILING JOIST

13" SQUARE HOLE IN JOIST

SOLID BLOCKING SHALL NOT BE LESS THAN 2 INCHES IN THICKNESS AND THE FULL DEPTH OF THE JOIST

PURLINS SHALL BE 6 FEET. NO PURLIN SHALL BE SMALLER THAN THE SUPPORTED RAFTER (SECTION R802.5.1).

07/09/2020 Author Checker

CEILING JOIST

ELDNET #

2" MIN. AIR SPACE BETWEEN CHIMNEY & COMBUSTIBLES

2x TREATED PLATE w/ 1/2"x10" ANCHOR BOLTS @ 4'-0" O.C. 4" WIDE 30lb. FELT UNDER PLATE.

Project number Date Drawn by Checked by

Section 6 RAFTER - CONNECTION 3/16" = 1'-0" N.T.S.

TER

FULL BATT INSULATION

A-8.2

RAF

THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1 1/2 INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3 INCHES ON MASONRY (SECTION R502.6).

JOIST SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT ( SECTION R502.7). ·

(SECTION R502.7).FLOOR FINISH · AT ALL VALLEYS AND HIPS THERE SHALL BE A SINGLE VALLEY OR HIP RAFTER NOT LESS THAN 2-INCH NOMINAL 0' - 0" THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (SECTION R802.3).

2x STUDS @ 16" o.c. @ FIRST FLOOR

FLAT 2x4 SILL

07/09/2020 Author Scale 3/16" = 1'-0" Checker MASTER PLAN EXAMPLE

2x END

DBL. CRIPPLE @ OPNG'S OVER 6'-0"

ELDNET #

Section 2 3/16" = 1'-0"

LET IN 1x4 WIND BRACE @ 45° OR PLYWOOD @ ALL CORNERS, CATCH A MIN. OF 4 STUDS.

STUDS w/ CRIPPLE @ ALL OPNG'S ROD

JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES ( SECTION R502.6.2).

HEADER

1x12 SHELF

Date

JOIST UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED (SECTION R502.4).

BUILDING SECTIONS

NAIL BOTH RAFTERS TO PLATE & EACH OTHER

No.

ALL EXTERIOR WALLS AND MAIN CROSS STUD PARTITIONS SHALL BE EFFECTIVELY BRACED AT EACH END, OR AS NEAR THERETO AS POSSIBLE, AND AT LEAST EVERY 25 FEET OF LENGTH AS SPECIFIED IN SECTION R602.10.

10'-0"CLG

Project number Date Drawn by Checked by

1/2" SHEATHING w/ FLAME SPREAD RATING OF NOT MORE THAN 75 & SMOKE RATING OF NOT MORE THAN 450 (SECTION R318.1.1)

07/09/2020 Author Scale 3/16" = 1'-0" Checker MASTER PLAN EXAMPLE

AIR SPACE TER

DIAMETER CANNOT PASS THROUGH (SECTION R316.2). ·

JOIST SEE FRAMING PLAN MASTER FLOOR ROOM

1ST FLOOR STUDS @ 16" o.c. FOR 2-STORY PLANS

2x STUDS

RAF

1ST FLR. PLT. HT. 9' - 0"

OPEN GUARDRAIL AND STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN

FRAMING

ELDNET #

MASONRY WALL TIES EVERY 24" HORIZ. AND 18" VERT. TOOL AS REQ'D.

CRICKET FLASHING

CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS AND ONE HANDRAIL SHALL EXTEND 6 INCHES BEYOND THE TOP

DOUBLE FLOOR JOISTS UNDER PARALLEL PARTIONS

BLOCKING @ ALL SPANS OVER 10'-0"

HANDRAILS SHALL BE PLACED NOT LESS THAN 34 INCHES, NOR MORE THAN 38 INCHES ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE

RISERS. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWELL POSTS OR SAFETY TERMINALS (SECTION R315.1). 1ST FLR.AND BOTTOM PLT. HT. · THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 2 5/8 INCHES IN CROSS SECTIONAL 9' - 0" DIMENSIONS OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE (SECTION R315.2)

TRIPLE STUDS @ OPENINGS OVER 6'-0"

BUILDING SECTIONS

9'-0"CLG

2x4 FRAMING 2'-8" OUTSIDE FRAME DIM. CLAP IN 1/2" PLYWD. & 15# FELT.

STORM COLLAR

DOUBLE STUDS @ OPENINGS UNDER 6'-0"

Project number Date Drawn by Checked by

" MIN

9'-0"CLG

GLAZING IN SHOWER AND BATHTUB DOORS AND ENCLOSURE SHALL BE IMPACT RESISTANT AND PASS THE TEST REQUIREMENTS OF PART 1 OF U.B.C. STANDARD No. 54-2. HINGED SHOWER DOORS SHALL SWING OUTWARD (SECTION P2708.1).

HANDRAILS AND GUARDRAILS

SEE PLANS

2'-0

BEDROOM #2

HIGHER THAN NEAREST STRUCTURE WITHIN 10'-0" CHIMNEY CAP

2x END

FOYER

22'-3" X 6'-0" 10'-0"CLG

FACE BRICK

SHOWER STALL WALLS, SHALL BE FINISHED WITH A HARD NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72 INCHES ABOVE THE FLOOR (SECTION R307.2).

3'-0" TYP.

CHIMNEY SHALL BE 2'-0"

9'-0"CLG

SOFFIT - STONE N.T.S.

23'-3" X 18'-9" 10'-0"CLG

NOTE:

BEDROOM #3

2x RAFTER

3/4" PLYWD. (T&G) MASTER BATH GLUE AND NAIL

GREAT ROOM

10' - 0"

SOFFIT - SIDING N.T.S

PATIO

10'-3" X 16'-6" 10'-0"CLG

WALL TIES 24" o.c. HORIZ. 12" o.c. VERT.

WATERPROOF PAPER CONFORMING TO ASTM D 226 OR OTHER WEATHER RESISTANT MATERIAL.

2x STUDS @ 16" o.c. @ SECOND FLOOR

NOTE: WALL AND CEILING INSULATION NOTE. FLAME SPREAD OF NOT MORE THAN 75 FOR FOAM PLASTIC INSULATION AND 25 FOR ALL INSULATION. SMOKE DENSITY NOT TO EXCEED 450 TESTED IN ACCORDANCE WITH U.B.C. STANDARD no. 42-1.

10' - 0"

SIDING (SEE SPECS)

WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE OR SIMILAR MATERIALS AND ARE SUBJECT TO WATER SPLASH, THE FRAMING SHALL BE PROTECTED WITH APPROVED

· ·

CEILING JOISTS SEE FRAMING PLAN

ALL FASTENERS SHALL BE CORROSION RESISTANT. ANCHOR TIES OF SHEET METAL TO BE MIN. 22 ga. BY 7/8" ANCHOR TIES OF WIRE TO BE MIN. 9 ga. (SEC. R703.7.4.1).

15 lb. FELT

Project number Date Drawn by Checked by

FRIEZE BOARD 1/2" SHEATHING

SPACED NOT MORE THAN 6 FEET APART (SECTION R403.1.6).

BAFFLE w/ 1" MIN. AIR SPACE

2nd FLOOR INTERIOR STUDS @ 24" o.c. (SINGLE STORY INTERIOR STUDS @ 16" o.c.)

ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 3 1/4 sq. ft. OF WALL AREA BUT NOT MORE THAN 24" o.c. HORIZONTALLY (SEC. R703.7.4).

SIDING/ SEE SPECS. FOR TYPE

BATT INSULATION

Date

FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION WITH NOT LESS THAN 1/2 INCH DIAMETER STEEL BOLTS EMBEDDED A MINIMUM OF 7 INCHES INTO THE SLAB. THERE SHALL BE A MINIMUM OF

TYPE OF CONSTRUCTION

2-2x4 TOP PLATE INTERLOCK @ CORNERS AND INTERSECTIONS

5'-0" TYP

2x4 BLOCKING

6'-10 1/2" FLR. TO DOOR

BATT INSULATION

2x4 LOOKOUT

LAUNDRY 1/4" = 1'-0"

No.

ALL FOUNDATION PLATES, SILLS AND SLEEPERS SHALL BE PRESSURE TREATED WOOD OR FOUNDATION GRADE REDWOOD (SECTION 323.1).

2-2x6 STRONGBACK @ ALL SPANS OVER 10'-0"

CEILING INSULATION (BATT OR BLOWN-IN SEE SPECS.)

PROVIDE FIRESTOPPING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CLG. AND FLOOR LEVELS AND AT 10' INTERVALS ALONG THE LENGTH OF THE WALL (SECTION R602.8).

SEE ELEVATION AND SOFFIT DETAILS FOR TYPE/SIZE DESIRED

1x6 FASCIA BOARD

TWO BOLTS PER PLATE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE AND

FLUSH BEAM w/ JOIST HANGER

1/2" GYP. BOARD

1x2 DRIP EDGE

Date

FOUNDATIONS · FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6 INCHES ABOVE THE ADJACENT FINISH GRADE AS REQUIRED BY SECTION R404.1.6. WOOD SIDING SHALL NOT BE LOCATED CLOSER THAN 6 INCHES TO FINISH GRADE UNLESS OF PRESSURE TREATED MATERIALS.

PROVIDE RAFTER TIES WHERE CEILING JOIST ARE NOT PARALLEL.

SEE SPECS. OR ELEV. FOR ROOF MATERIAL COMPOSITION SHINGLES/ (SEE SPECS. FOR WEIGHT)

45° MIN.

RAFTERS FALSE RAFTERS

1/2" SOFFIT CONTINUOUS SOFFIT VENT OR 8"x6" VENT @ 4'-0" o.c.

FIRST FLOOR ELECTRICAL PLAN

3' - 0"

3' - 6" 4' - 0"

6" 3' - 0"

9' - 0"

SHINGLES (SEE SPECS) BAFFLE w/ 1" MIN. AIR CHANNEL

2x4 STRUTS @ 48" o.c. TO BEARING WALLS OR BEAMS

3'-0" TYP.

3' - 6"

2-2x TOP PLATE

2x4'S @ 48" o.c. @ UPPER 1/3 OF RAFTERS

GRADE -1' - 0"

NOTE: 8'/9' PLATE HEIGHT THROUGHOUT w/ PONY WALLS ABOVE TO HEIGHTS SPECIFIED ON PLANS. (NO BALLOON FRAMING)

NOTE: RIDGE TO BE ONE SIZE LARGER THAN RAFTERS, VALLEYS AND HIP RAFTERS. VALLEY AND HIP RAFTERS TO BE ONE SIZE LARGER THAN ROOF RAFTERS.

PURLINS TO BE CONTINUOUS AND SAME SIZE AS SUPPORTED RAFTERS. MAX SPAN OF 2x4 PURLINS IS 4'. MAX SPAN OF 2x6 PURLINS IS 6' 15 lb. FELT BASE

1/2" CDX PLYWOOD OR WAFERBOARD SHEATHING w/ EXTERIOR GLUE. APA RATED SHEATHING 24/16 EXPOSURE 1 NERQA - 397 HUD - MR-1060B ANSI - 208-1-79-A

No.

FINISH FLOOR 0' - 0"

BATH 2 - TUB 1/4" = 1'-0" FINISH FLOOR PLAN 3/16" = 1'-0"

2x6 @ 24" o.c. no. 3 S.Y.P. MUST BE BRACED AT 8'-5" 2x8 @ 24" o.c. no. 3 S.Y.P. MUST BE BRACED AT 10'-9"

BATT OR BLOWN-IN INSULATION (SEE SPECS)

POWDER - TOILET/SINK 1/4" = 1'-0"

4' - 11 1/4" 8 1

26 ga. G.I. FLASHING AT ALL VALLEYS FOR PIPES PROJECTING THRU ROOF EXTEND FLANGE BEYOND SLEEVE 8" PROVIDE GOOD ATTIC VENTILATION

JOIST ( SEE FRAMING PLAN FOR SIZE )

3' - 0"

KITCHEN

14'-3" X 11'-6" 10'-0"CLG

1/2" CDX PLYWOOD OR WAFERBOARD SHEATHING w/ EXTERIOR GLUE - PANEL ID. no.24/16

3' - 2 1/2"

11'-3" X 11'-6" 10'-0"CLG

OR WINDOW HEADER

2' - 10"

Date

1ST FLR. PLT. HT. 9' - 0"

BREAKFAST

BATH 2 - SINK/TOILET 1/4" = 1'-0"

Section 1 3/16" = 1'-0"

1/2" GYP. BOARD

TELEVISION

Project number Date Drawn by Checked by

WP GFI

3" 3' - 6"

3' - 6" 4' - 0"

UTILITY GARAGE 8'-3" X 11'-3" CONCRETE 9'-0"CLG

A-7.1 10 MASTER BATH - TUB 1/4" = 1'-0"

9' - 0"

07/09/2020 Author Scale 3/16" = 1'-0" Checker MASTER PLAN EXAMPLE

ROOF PLAN - ELEV. B

P HI

C VP

D 220

WP GFI

RANGE

3' - 0"

UTILITY VINYL PLANK

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

P HI 8" / 12" 8" / 12"

EY LL 3

3' - 6"

GARAGE

2' - 4"

TELEPHONE

No.

1' - 0 1/8"

WATER LINE

ELECTRICAL PLAN 3/16" = 1'-0"

Date

KITCHEN ISLAND - SIDE

EXHAUST FAN WITH LIGHT 1/4" = 1'-0"

SECURITY LIGHT

3' - 0"

2' - 0" 4 1/2"

220W OUTLET SMOKE DETECTOR

No.

FLOOR TRANSITION

COMMUNICATION LEGEND

4' - 0"

3' - 6"

WATER PROOF GFI OUTLET

DATA

A-7.1

GAS LINE

POWDER VINYL A-7.1 9 PLANK

20'-0" X 18'-0" A-7.1 29'-0"CLG

3' - 0"

MASTER BATH - SINK 1/4" = 1'-0"

3' - 0"

GFI OUTLET

2' - 6"

220

A-7.1

BREAKFAST

SINGLE SWITCH

PORCH VP C ISLAND - FRONT COORDINATE WITH KITCHEN 3 CONCRETE SERVICE PROVIDER 1/4" = FOR 1'-0" ELECTRICAL PANEL LOCATION.

VINYL PLANK

COAT 3' - 0"

VENT 68" A.F.F.

WP GFI

3" 9' CLG

1' - 9" WP GFI

6' - 3"

3' - 6"

1' - 6"

3' - 0"

CLG

FOYER

KITCHEN VINYL PLANK

- 0" VINYL3'PLANK

THREE WAY SWITCH

DUPLEX OUTLET

9'-0"CLG

FLOOR OUTLET DUPLEX

9'-0"CLG

PROVIDE LIGHT SWITCH & C HVACVPPLUG AT ATTIC ROOF PLAN - ELEV C 1 COORDINATE WITH HVAC3/16" = 1'-0" CONTRACTOR 2' - 0"FOR 3' - 0" 2' - 0" ELECTRICAL SUPPORT

3' - 4 3/4"

KITCHEN - REF. UTILITY 3 1/4" 9'-0"CLG = 1'-0"

VINYL PLANK WOOD DESIGN (VP)

CEILING OUTLET DUPLEX

PORCH

GARAGE

10'-0"CLG

SLOPE

7" / 12"

FOUR WAY SWITCH

BATH-2 A-7.1 VINYL PLANK A-7.1

4' - 1 1/4"

KITCHEN

4' - 0"

2' - 0"

PATIO CONCRETE

DBL. CEILING MOUNT FLUORESCENT

BEDROOM #4 CARPET

3' - 0"

CARPET FLOOR (C)

SINGLE CEILING MOUNT FLUORESCENT

8 9'-0"CLG

HIDGE GREAT ROOM SWITCH VINYL PLANK

7" / 12"

P HI 10'-0"CLG

RIDGE

FOYER

10'-0"CLG

POWDER

2' - 6" GD SWITCH 2' - 0"

KITCHEN - RANGE 1/4" = 1'-0" DW

ROOF PLAN - ELEV B 3/16" = 1'-0"

9'-0"CLG

TILE FLOOR (T) AVAILABLE OPTION

CEILING LIGHT LIGHT PENDANT-SMALL LIGHT PENDANT-CAN LIGHT PENDANT-LARGE RECESSED LIGHT CAN WALL WASHER

BEDROOM #3 CARPET 1

W.I.C. CARPET

COAT

BREAKFAST

CEILING FAN

9'-0"CLG

SLOPE

BEDROOM #4

10'-0"CLG

2' - 6"

GFI

FLOOR LEGEND

EXHAUST FAN

OUTDOOR CEILING FAN

2' - 0" A-7.1

2' - 6"

A-4.2

GFI

7" / 12"

P HI

EY LL VA

WP GFI

2' - 6"

MASTER BATH VINYL PLANK A-7.1

2' - 6"

EXTERIOR LIGHT

BEDROOM #2 CARPET

9'-0"CLG

Date

ELECTRICAL LEGEND

6" / 12"

PATIO

9' CLG

7" / 12"

P HI

GFI

7" / 12"

BATH-2

9'-0"CLG

RIDGE

2' - 6"

SD SD

2' - 4"

7" / 12"

SD RIDGE

VA W.I.C.

CARPET MASTER ROOM

7" / 12"

32" A.F.F.

7" / 12"

RIDGE

7" / 12"

9'-0"CLG

ROOF PLAN - ELEV .C

9' CLG

SLOPE

2' - 0"

7" / 12"

EY LL VA

MASTER BATH

RIDGE

P HI

9' CLG

SLOPE

9'-0"CLG

BEDROOM #3

BSDG

P HI

LL 10'-0"CLG

7" / 12"

2' - 4"

RIDGE

7" / 12"

MASTER ROOM

RIDGE

7" / 12"

CLOSET

9'-0"CLG

Project number Date Drawn by Checked by

2 1/2" / 12"

BEDROOM #2

9' - 0"

7" / 12"

ELECTRICAL PLAN NOTES:

Date 1. HOSE BIBS TO BE LOCATED PERNo. SUBDIVISION SPECIFICATIONS. 2. EXTERIOR ELECTRICAL OUTLETS TO BE WEATHER PROOF 3. PROVIDE 110V WIRED IN SERIES SMOKE DETECTORS OR PER LOCAL CODES REQUIREMENTS. 4. WATER HEATERS TO BE LOCATED IN GARAGE 5. EXTERIOR COLUMN AND PORCH LIGHTS TO BE MOUNTED PER ELEVATIONS. 6. LIGHT FIXTURE IN BEDROOMS TO BE PRE-WIRED AND BLOCKED FOR CEILING FAN. 7. MICROHOOD OUTLET TO BE 68" ABOVE FINISH FLOOR. PLUG TO BE OFF TO THE RIGHT SIDE, IN ORDER FOR THE VENT TO BE CENTERED ABOVE THE RANGE. 8. ELECTRICIAN TO PROVIDE ALL NECESSARY LIGHT SWITCHES AND OUTLETS TO SUPPORT LIGHTING AT ATTIC. 9. ELECTRICIAN TO PROVIDE A NECCESSARY ELECTRICAL COMPONENTS TO SUPPORT HVAC EQUIPMENT. No.

7" / 12"

ELDNET #

P HI

7" / 12"

RIDGE

7" / 12"

3" / 12"

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

RIDGE

STONE AS SELECTED

RIDGE

7" / 12"

RIDGE

7" / 12"

1' - 6"

3' - 0"

P HARDIE PLANK

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

HI SINGLE ROWLOCK FRONT - ELEV. C 3/16" = 1'-0"

Date

Project number Date Drawn by Checked by

RIDGE

No.

MASTER PLAN EXAMPLE

DOUBLE ROWLOCK WINDOW 7" /SILL 12"

Scale 3/16" = 1'-0"

EXTERIOR ELEVATIONS - OPT. B & C

7" / 12"

A-3.3

RIDGE

3" / 12"

6" / 12"

SOLDIER COURSE

12"

07/09/2020 Author Checker

7" / 12"

12"

7" 7"

BRICK AS SELECTED

BSDG

COMPOSITE SHINGLE ROOF 8"

8" 12"

SOLDIER COURSE

120 E. Main Street Forney, TX 75126 214.295.5280 www.broadstonedg.com

HARDIE PLANK

12"

07/09/2020 Author Scale 3/16" = 1'-0" Checker MASTER PLAN EXAMPLE

12"

ELDNET #

7" / 12"

MASTER PLAN EXAMPLE

GRADE -1' - 0"

Project number Date Drawn by Checked by

12" 7"

Autodesk Revit

FINISH FLOOR 0' - 0"

STONE AS SELECTED

FRONT - ELEV. B 3/16" = 1'-0" 7" / 12"

3' - 0"

BRICK AS SELECTED DOUBLE ROWLOCK WINDOW SILL

23' - 3 5/8"

COMPOSIT SHINGLE ROOF 12" 7"

BRICK AS SELECTED

SERVICES

PLOT PLANS

Autodesk AutoCAD

SERVICES

E N G I N E E R I N G

FOUNDATION DESIGN

Autodesk AutoCAD

SERVICES

E N G I N E E R I N G

SHEAR WALL DESIGN

Autodesk AutoCAD

SERVICES

Autodesk AutoCAD

E N G I N E E R I N G

CEILING FRAMING DESIGN

SERVICES

E N G I N E E R I N G

ROOF FRAMING DESIGN

Autodesk AutoCAD

SERVICES

Autodesk Revit

E N G I N E E R I N G

MATERIAL TAKE-OFF

SERVICES

► GRADING & DRAINAGE PLANS ► SITE EVALUATION & DESIGN

SITE PLAN

► PLATTING & SURVEYING

ENGINEERED FOR:

E N G I N E E R I N G

CIVIL DESIGN

Autodesk AutoCAD

PROJECTS

C O M P L E T E D

PROJECTS

C O M P L E T E D MODERN ROW HOUSE

MODERN ROW HOUSE

PROJECTS

C O M P L E T E D MODERN ROW HOUSE

MODERN ROW HOUSE

PROJECTS

C O M P L E T E D TWO STORY SHOTGUN

TWO STORY SHOTGUN

PROJECTS

C O M P L E T E D TWO STORY SHOTGUN

TWO STORY SHOTGUN

PROJECTS

C O M P L E T E D MODERN FARMHOUSE

MODERN FARMHOUSE

PROJECTS

C O M P L E T E D

MODERN FARMHOUSE

PROJECTS

C O M P L E T E D MODERN FARMHOUSE

MODERN FARMHOUSE

PROJECTS

C O M P L E T E D CONTEMPORARY

CONTEMPORARY

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C O M P L E T E D

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C O M P L E T E D CONTEMPORARY

CONTEMPORARY

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C O M P L E T E D

TRADITIONAL

PROJECTS

C O M P L E T E D

TRADITIONAL

PROJECTS

C O M P L E T E D TRADITIONAL FARMHOUSE

FARMHOUSE

T R A D I T I O N A L

PROJECTS

C O M P L E T E D CONTEMPORARY FARMHOUSE

FARMHOUSE

C O N T E M P O R A R Y

PROJECTS

C O M P L E T E D

FARMHOUSE

C O N T E M P O R A R Y

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C O M P L E T E D

FARMHOUSE

C O N T E M P O R A R Y