FORNEY, TX PACIFIC JOSHUA HOUGH OFFICE BUILDING. 3D View 2 Copy 1 GENERAL NOTES ABBREVIATIONS LIVE DEAD ROOF...

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$L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt COVER SHEET Checked by Checker Scale A-0.$ THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2009 EDITION ALONG WITH ADOPTED AMENDMENTS. 2. THE DESIGN LOADS ARE CODE RECOMMENDED AS FOLLOWS: LIVE DEAD ROOF.

THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2009 EDITION ALONG WITH ADOPTED AMENDMENTS. 2. THE DESIGN LOADS ARE CODE RECOMMENDED AS FOLLOWS: LIVE DEAD ROOF.

LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE WITH THE AFOREMENTIONED CODE.. METHODS, PROCEDURES AND SEQUENCES OF ARE THE RESPONSIBILITY OF THE CONTRACTOR.

REFER TO THE ACHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 6.

THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND TO THE LATEST EDITION OF ALL APPLICABLE BUILDING CODES. 9. ALL WORK SHALL CONFORM TO OSHA STANDARDS. 0.

AND REQUIREMENTS OF PUBLIC AUTHORITIES AND STANDARDS.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.

THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS AND/OR SEQUENCES OF AND THE STRUCTURAL DESIGN IS BASED ON

INTERIOR OR EXTERIOR BEARING AND SHEAR WALLS, IF LOADED BEFORE SHEATHING, SHALL HAVE CONTINUOUS, TEMPORARY BRACING AT MID-HEIGHT OF STUDS PRIOR TO APPLYING ANY LOADS.

1 L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt COVER SHEET Checked by Checker Scale A-0.0 PACIFIC FORNEY, TX 26 /26/207 3:52:3 PM GENERAL NOTES ABBREVIATIONS SHEETS. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2009 EDITION ALONG WITH ADOPTED AMENDMENTS. 2. THE DESIGN LOADS ARE CODE RECOMMENDED AS FOLLOWS: LIVE DEAD ROOF PSF 0 PSF (20 PSF W/ TILE) FLOOR... 0 PSF 0 PSF (20 PSF W/ TILE) STAIRS... 0 PSF 0 PSF CEILING PSF 0 PSF BALCONIES PSF 0 PSF 3. LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE WITH THE AFOREMENTIONED CODE.. METHODS, PROCEDURES AND SEQUENCES OF ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF. 5. REFER TO THE ACHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 6. CONTRACTOR SHALL VERIFY ALL DROPS, OFFSETS, BLOCKOUTS, BRICK LEDGES, AND DIMENSIONS WITH ARCHITECTURAL PLANS PRIOR TO PROJECT LAYOUT. 7. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS AND TO THE LATEST EDITION OF ALL APPLICABLE BUILDING CODES. 9. ALL WORK SHALL CONFORM TO OSHA STANDARDS. 0. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL CODES AND REQUIREMENTS OF PUBLIC AUTHORITIES AND STANDARDS.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPENCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH ANY WORK. 2. THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS AND/OR SEQUENCES OF AND THE STRUCTURAL DESIGN IS BASED ON THIS PREMISE. THEREFORE, THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF SUPERSTRUCTURE DURING. 3. INTERIOR OR EXTERIOR BEARING AND SHEAR WALLS, IF LOADED BEFORE SHEATHING, SHALL HAVE CONTINUOUS, TEMPORARY BRACING AT MID-HEIGHT OF STUDS PRIOR TO APPLYING ANY LOADS.. FRAMING LAYOUTS ARE PROVIDED TO REPRESENT DESIGN CONCEPTS AND SYSTEMS. CONTRACTOR AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR MATERIAL QUANTITIES AND ANY AND ALL UNSPECIFIED COMPONENTS REQUIRED FOR. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR RIGID BRACING OF ALL WALLS, FORMWORK, SHORING AND FALSE WORK DURING. 6. BEARING WALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN SHEATHED AND NAILED ON AT LEAST ONE SIDE. FLOOR FRAMING SUPPORTED BY STUD WALLS SHALL NOT BE LOADED BY BUILDING MATERIALS OR ANY OTHER DEAD LOADS UNLESS APPROVED BY THE ENGINEER. RS ROD SHELF R2S ROD 2 SHELVES 2R2S 2 RODS 2 SHELVES ABV ABOVE AFF ABOVE FINISH FLOOR ADJ ADJUSTABLE A/C AIR CONDITIONING APPROX APPROXIMATE B BASE BM BEAM BLK BLOCKING BO BY OTHERS CAB CABINET CPT CARPET CLG CEILING CL CENTERLINE CLR CLEAR CLO CLOSET COV'D COVERED CRIT CRITICAL CEB CURVED EYEBROW DIA DIAMETER DIM DIMENSION DL DIVIDED LITE ELEC ELECTRICAL ELEV ELEVATION EXT'D EXTENDED EXT EXTERIOR FE FINISHED END FX FIXED FLR FLOOR FLUOR FLUORESCENT FND FOUNDATION GL GLASS GYP GYPSUM/DRYWALL HDW HARDWARE HDR HEADER HT HEIGHT HB HOSE BIB INT INTERIOR MAS MASONRY MAX MAXIMUM MTL METAL MIN MINIMUM NTS NOT TO SCALE O.C. ON CENTER OH OPPOSITE HAND OPT OPTIONAL PL PLATE HEIGHT PWD POWDER ROOM RAD RADIUS REF REFERENCE RM ROOM RO ROUGH OPENING STD STANDARD TV TELEVISION TBD TO BE DETERMINED T&B TOP AND BOTTOM TR TRANSOM TYP TYPICAL VAN VANITY VIF VERIFY IN FIELD VEST VESTIBULE WS WAINSCOTT WIC WALK IN CLOSET WC WATER CLOSET W WIDTH OR WEST WD SHEET # SHEET NAME A-0.0 COVER SHEET A-0. SITE PLAN A-2. EXISTING A-2.2 DEMO FLOOR PLAN A-2.3 NEW A-3. EXTERIOR ELEVATIONS A-3.2 EXTERIOR ELEVATIONS A-5. FIRST FLOOR ELECTRICAL PLAN A-6. FIRST FLOOR FINISH PLAN A-7.0 SECTION A-7. INTERIOR ELEVATIONS A-9.0 DETAIL SHEET /26/207 3:52:3 PM 3D View 2 Copy

2 L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt NOTE: PER THE NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY PANEL NO.8257C 000D THIS PROPERTY IS IN ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN. LOT B, BLOCK K, FORNEY REVISED, AN ADDITION TO FORNEY, KAUFMAN COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET 2, ENVELOPE 68, PLAE RECORDS, KAUFMAN COUNTY,TEXAS. LOT A 85' 6.2' 2.2' FRAME STORAGE NO CONC. SITE PLAN 3/32" = '-0" /2" IRF YC 27.3' MCGRAW STREET /2" IRF YC N5 00' 00" E 20.3 /26/207 3:52:38 PM N5 00' 00" W (REFERENCE BEARING FROM PLAT) LOT B 0.28 AC S5 00' 00" E 85' W.PACIFIC STREET S5 00' 00" W LOT 5 /2" IRF YC N 27.3' /2" IRF YC SITE PLAN A-0. Checked by Checker Scale 3/32" = '-0" /26/207 3:52:38 PM PACIFIC FORNEY, TX 26

3 SEATING RM MASTER BDRM BATH 2 BEDROOM 2 BEDROOM 3 FOYER STORAGE HALL CLO 3 CLO BATH CLO 2068 MASTER BTH LAUNDRY MASTER CLO CLO W.H. PANTRY KITCHEN HALLWAY DINING LIVING RM 2 LIVING RM 5068 DBL SH SH SH SH SH SH SH 27' - 9" 7' - 5" 25' - 0" 3' - 7" ' - " 2' - 7" 9' - 9 3/" 2' - 7" 2' - 7" 6' - /" 7' - 5" ' - 5 3/" 2' - 6" 2' - 6" 6' - /" SH SH SH 2' - /2" 5' - 2" 9' - 9" ' - 7 /2" ' - /2" 5' - 3 /2" 2' - 9" 2' - 9" ' - 0" 5' - 7" 2' - 7 /2" 5' - 2 /2" 9' - 3" 2' - /2" 2' - /2" 3' - 8 /2" 7' - 8 /" 2' - 7 /2" 7' - 7" BASEMENT 3068 PATIO SH SH SH SH SH SH SH SH 0' - 6" ' - 5" 2' - 8" 9' - /" 2' - 6" 8' - 2 3/" 2' - 0" 8' - 5" 2' - " 5' - 8 3/" SH 2' - 2 /" 5' - 7 /2" ' - 0 /2" SH 2' - 8 /" 3' - 7" 7' - 7" 35' - 0 /2" 5' - 0 3/" 3068 CO ' - " 6' - 0 /2" 7' - 2 /2" 0' - /" PACIFIC FORNEY, TX 26 /26/207 3:52:3 PM Scale /8" = '-0" ' - /2" 5068 FR GL 3068 L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt EXISTING A-2. EXISING FLOOR PLAN /8" = '-0" CON N OT FOR RUC PMTION ST /207 3:52:3 /26

4 2 3 WALL LEGEND EXISTING DEMO DEMOLITION NOTES REMOVE EXISTING RESTROOM COUNTERTOP SINKS AND ALL PLUMBING HARDWARE. 2 REMOVE MASTER BATHROOM SHOWER/TUB: REMOVE EXISTING TUB AND SHOWER AS WELL AS WALL DOOR AND LINEN CLOSET. 3 EXISTING MILLWORK, APPLIANCES, HARDWARE, GC TO CONFIRM STRUCTURAL SUPPORTS FOR NEW L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt DEMO FLOOR PLAN A-2.2 PACIFIC FORNEY, TX 26 /26/207 3:52: PM Scale /8" = '-0" DEMO FLOOR PLAN /8" = '-0" OT FOR RUC PMTION ST /207 3:52:3 /26 CON N

5 WALL LEGEND EXISTING DEMO PACIFIC FORNEY, TX 26 /26/207 3:52: PM Scale /8" = '-0" STUDY BATH RAMP BATH 2 2" COUNTER HT KITCHEN DECK ENTRY HALL WORK STATIONS BASEMENT 2 HALLWAY Room EXTERIOR PATIO FOYER CONFERENCE ROOM NEW PLAN KEY NOTES 2 REPLACE ALL DOORS INTO MAIN BUILDING, S, AND BATHROOMS TO 3'-0" DOORS. NEW BATHROOM LAYOUT TO MEET ADA REQUIREMENTS 3 NOT USED NEW DOORS L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt NEW A-2.3 NEW FLOOR PLAN /8" = '-0" CON N OT FOR RUC PMTION ST /207 3:52:3 /26

6 PACIFIC FORNEY, TX 26 /26/207 3:52:5 PM Scale As indicated EXISTING VINYL SIDING TO BE REMOVED. ORIGINAL SIDING BELOW TO BE REPLACED AND REPAIRED AS NEEDED. ELEVATION NOTES: A-2.2 SECOND FLOOR ' - 2" ST FLR. PLT. HT. 0' - 0". PROVIDE ATTIC VENTILATION AS REQUIRED PER CODE. 2. ALL WINDOW ROUGH OPENING SIZES TO BE FRAMED SAME AS WINDOW CALL-OUT SIZE. 3. WINDOW ROWLOCKS TO HAVE STANDARD SLOPE MINIMUM.. NO CORE HOLES TO BE VISIBLE AT ROWLOCKS OR WINDOW SILLS. 5. HEIGHT OF CHIMNEY TO BE 2'-0 HIGHER THAN ANY POINT WITHIN 0'-0. A-2.0 FIRST FLOOR (EXISTING) 0' - 0" GRADE -2' - 6" EXISTING VINYL SIDING TO BE REMOVED. ORIGINAL SIDING BELOW TO BE REPLACED AND REPAIRED AS NEEDED. A-2.2 SECOND FLOOR ' - 2" ST FLR. PLT. HT. 0' - 0" A-2.0 FIRST FLOOR (EXISTING) 0' - 0" GRADE -2' - 6" L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt EXTERIOR ELEVATIONS A-3. SQUARE FOOTAGES LOCATION AREA 6 GARAGE 89 SF 3 LIVING SPACE 66 SF PATIO 2 SF 5 PORCH 8 SF Grand total 22 SF /26/207 3:52:5 PM /8" = '-0" 2 RIGHT /8" = '-0" FRONT EXISTING ELEVATIONS

7 PACIFIC FORNEY, TX 26 /26/207 3:52:7 PM Scale /8" = '-0" EXISTING VINYL SIDING TO BE REMOVED. ORIGINAL SIDING BELOW TO BE REPLACED AND REPAIRED AS NEEDED. EXISTING VINYL SIDING TO BE REMOVED. ORIGINAL SIDING BELOW TO BE REPLACED AND REPAIRED AS NEEDED. A-2.2 SECOND FLOOR ' - 2" ST FLR. PLT. HT. 0' - 0" A-2.0 FIRST FLOOR (EXISTING) 0' - 0" GRADE -2' - 6" A-2.2 SECOND FLOOR ' - 2" ST FLR. PLT. HT. 0' - 0" A-2.0 FIRST FLOOR (EXISTING) 0' - 0" GRADE -2' - 6" L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt EXTERIOR ELEVATIONS A-3.2 /26/207 3:52:7 PM /8" = '-0" 2 LEFT /8" = '-0" REAR EXISTING ELEVATIONS

8 ELECTRICAL LEGEND EXTERIOR LIGHT EXHAUST FAN CEILING FAN OUTDOOR CEILING FAN CEILING LIGHT LIGHT PENDANT-SMALL LIGHT PENDANT-LARGE RECESSED LIGHT CAN WALL WASHER SINGLE CEILING MOUNT FLUORESCENT DBL. CEILING MOUNT FLUORESCENT CLG FLR CEILING OUTLET DUPLEX FLOOR OUTLET DUPLEX FOUR WAY SWITCH THREE WAY SWITCH SINGLE SWITCH DUPLEX OUTLET GFI OUTLET WATER PROOF GFI OUTLET T D 220 WP GFI GFI 3 PACIFIC FORNEY, TX 26 /26/207 3:52:7 PM Scale As indicated ELECTRICAL PLAN NOTES:. 200V/GAS PER W.H., A/C, RANGE AND DRYER. 2. GAS STUBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS. 3. HOSE BIBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS.. EXTERIOR ELECTRICAL OUTLETS TO BE WEATHER PROOF 5. PROVIDE 0V WIRED IN SERIES SMOKE DETECTORS OR PER LOCAL CODES REQUIREMENTS. 6. WATER HEATERS TO BE LOCATED IN ATTIC 7. EXTERIOR COLUMN AND PORCH LIGHTS TO BE MOUNTED PER ELEVATIONS. 8. LIGHT FIXTURE IN BEDROOMS TO BE PRE-WIRED AND BLOCKED FOR CEILING FAN. LIGHT PENDANT-CAN 220W OUTLET SD SMOKE DETECTOR EXHAUST FAN WITH LIGHT WATER LINE GAS LINE SECURITY LIGHT COMMUNICATION LEGEND DATA TELEPHONE TV TELEVISION L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt FIRST FLOOR ELECTRICAL PLAN A-5. /26/207 3:52:7 PM

9 STUDY BATH 2 TILE A-7. ENTRY TILE A-7. BATH TILE A-7. HALL WORK STATIONS BASEMENT EXTERIOR PATIO CONCRETE FOYER CONFERENCE ROOM FLOOR LEGEND TILE FLOOR (T) CARPET FLOOR (C) FLOOR (W) C FLOOR TRANSITION WALL LEGEND EXISTING DEMO T PACIFIC FORNEY, TX 26 /26/207 3:52:8 PM Scale As indicated NEW NOTES. EXISTING WD FLOOR TO REMAIN L:\ARCHITECTURE\Jobs\207 Forney\Dropins\joshua hough-office conv\-sd\ Pacific_Joshua Hough2.rvt FIRST FLOOR FINISH PLAN A-6. FIRST FLOOR /8" = '-0" OT FOR RUC PMTION ST /207 3:52:3 CON N /26

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