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Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
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G-001
INDEX
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
SHEET INDEX
Sheet Number Sheet Name
ARCHITECTURE
A-301C COLOR EXTERIOR ELEVATIONS
A-302C COLOR EXTERIOR ELEVATIONS
GENERAL
G-000 COVER
G-001 INDEX
CIVIL
C-1 SITE PLAN
C-2 PAVING PLAN
C-3 GRADING PLAN
C-4 DRAINAGE PLAN
C-5 EROSION CONTROL PLAN
C-6 UTILITY PLAN
C-7 EROSION CONTROL DETAILS
C-8 STRIPING DETAILS
LANDSCAPE
L-1 TREE PRESERVATION PLAN
L-2 BUFFER YARD PLAN
L-3 LANDSCAPE PLAN
L-4 PLANTING DETAILS
L-5 PLANTING SPECS
L-6 TURF SPECS
STRUCTURE
S1.0 FOUNDATION PLAN
S1.1 FOUNDATION DETAILS
S2.0 SECOND FLOOR FRAMING PLAN
S2.1 ROOF FRAMING PLAN
S2.2 TOWER ROOF FRAMING PLAN
ARCHITECTURE
A-001 GENERAL NOTES AND SCHEDULES
A-101 FLOOR PLANS
A-201 CEILING PLANS AND STAIR DETAILS
A-301 EXTERIOR ELEVATION - FRONT
A-302 EXTERIOR ELEVATION - REAR
A-303 EXTERIOR ELEVATION - LEFT
A-304 EXTERIOR ELEVATION - RIGHT
A-401 WALL SECTIONS
A-501 ACCESSIBILITY AND ACCESSORY DETAILS
ELECTRICAL
E-001 ELECTRICAL COVER SHEET
E-101 ELECTRICAL POWER PLAN - FIRST FLOOR
E-102 ELECTRICAL POWER PLAN - SECOND FLOOR
E-201 ELECTRICAL LIGHTING PLAN - FIRST FLOOR
E-202 ELECTRICAL LIGHTING PLAN - SECOND FLOOR
E-301 ELECTRICAL SCHEDULES
E-302 ELECTRICAL SCHEDULES
E-401 ELECTRICAL SPECIFICATIONS
FIRE PROTECTION
FP-001 FIRE PROTECTION COVER SHEET
FP-101 FIRE PROTECTION - FIRST FLOOR PLAN
FP-102 FIRE PROTECTION - SECOND FLOOR PLAN
MECHANICAL
M-001 MECHANICAL COVER SHEET
M-101 MECHANICAL PLAN - FIRST FLOOR
M-102 MECHANICAL PLAN - SECOND FLOOR
M-103 MECHANICAL PLAN - ROOF
M-201 MECHANICAL DETAILS
PLUMBING
P-001 PLUMBING COVER SHEET
P-101 PLUMBING SUPPLY PLAN - FIRST FLOOR
P-102 PLUMBING SUPPLY PLAN - SECOND FLOOR
P-103 PLUMBING SUPPLY - ROOF PLAN
P-201 PLUMBING WASTE AND VENT - FIRST FLOOR
P-202 PLUMBING WASTE AND VENT - SECOND FLOOR
P-203 PLUMBING WASTE AND VENT - ROOF PLAN
P-301 PLUMBING SCHEDULES
P-401 PLUMBING DETAILS
CONSULTANT LIST
CIVIL ENGINEER
ZJM ENGINEERS, INC
7501 WOODBRIDGE PLACE
GARLAND, TEXAS 75044
972.741.6414
LANDSCAPE ARCHITECT
DFL GROUP, LLC
8233B MID CITIES BLVD
NORTH RICHLAND HILLS, TX 76180
817.479.0730
STRUCTURAL ENGINEER
H & A ENGINEERING, INC
731 EL BARCO
CORSICANA, TX 75109
817.268.8621
ARCHITECT
CHAD W ANDERSON, AIA
1510 BELLNAP DR.
ALLEN, TX 75013
214.213.2904
MEP ENGINEER
MEP CONSULTING ENGINEERS
2928 STORY RD WEST
IRVING, TX 75038
972.870.9060
MARK DATE DESCRIPTION
Case No. ZA18-0030
PROJECT NAME: THE PARQ OFFICE BUILDING
ADDRESS: 351 W. SOUTHLAKE BLVD., SOUTHLAKE, TX 76092
PROPOSED USE: BUSINESS
OWNER-CONTACT PERSON: VIKRAM JANGAM
PHONE: 917.250.5147
APPLICABLE CODES
BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE PER ORDINANCE NO. 1142
ENERGY CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE PER ORDINANCE
NO. 1143
FIRE CODE: 2015 INTERNATIONAL FIRE CODE PER ORDINANCE NO. 1144
MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE PER ORDINANCE NO. 1145
ELECTRICAL CODE: 2017 NATIONAL ELECTRIC CODE
PLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODE PER ORDINANCE NO. 1147
FUEL & GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE PER ORDINANCE NO. 1146
ACCESSIBILITY CODE: TEXAS ACCESSIBILITY STANDARDS & ADA GUIDELINES
BUILDING SUMMARY
CONSTRUCTION TYPE: TYPE V-B, NEW CONSTRUCTION
OCCUPANCY CLASSIFICATION: GROUP B (BUSINESS)
FIRE EXTINGUISHING (SPRINKLER SYSTEM): YES, NFPA 13
FIRE RESISTIVE CONSTRUCTION ELEMENTS: PER TABLE 601, TYPE V-B REQUIRES
NO FIRE RESISTIVE CONSTRUCTION ELEMENTS
HEIGHT OF BUILDING: 33'-2" TO HIGHEST ROOF PEAK
NUMBER OF STORIES: 2
BUILDING AREA: 15,518 SF
HEIGHT AND AREA LIMITATIONS PER TABLE 503
MAXIMUM HEIGHT ALLOWED: 40 FEET (60 FEET W/ SPRINKLER PER 504.3)
MAXIMUM STORIES ALLOWED: 2 STORIES (3 STORIES W/ SPRINKLER PER 504.4)
MAXIMUM ALLOWABLE AREA PER FLOOR: 9,000 SF (18,000 W/ SPRINKLER PER 506.2)
MAXIMUM ALLOWABLE AREA BUILDING: 18,000 SF (27,000 W/SPRINKLER PER 506.2)
PLUMBING FIXTURE COUNT
PER IBC TABLE 2902.1 (OCC LOAD: 116)
WATER CLOSETS
REQUIRED BY CODE: 4
PROVIDED IN PROJECT: 4
LAVATORIES
REQUIRED BY CODE: 3
PROVIDED IN PROJECT: 4
BATHTUBS/SHOWERS
REQUIRED BY CODE: 0
PROVIDED IN PROJECT: 0
WATER FOUNTAIN
REQUIRED BY CODE: 2
PROVIDED IN PROJECT: 2
SERVICE SINK
REQUIRED BY CODE: 1
PROVIDED IN PROJECT: 2
1. CONTRACTOR TO VERIFY AND BECOME FAMILIAR WITH ALL SITE CONDITIONS AND DIMENSIONS. ANY
DISREPANCIES THAT CONFLICT WITH DESIGN DOCUMENTS, AND WOULD REQUIRE DESIGN
MODIFICATIONS, SHALL BE COORDINATED WITH THE ARCHITECT, IF NECESSARY.
2. ALL CONSTRUCTION SHALL COMPLY WITH ALL CURRENT APPLICABLE BUILDING CODE(S) FOR THE
AGENCY HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE AND LOCAL CODES AND
ORDINANCES.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF
WORK, INCLUDING INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK.
4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE WORK OF ALL TRADES
INVOLVED, INCLUDING ANY REQUIRED INSPECTIONS BY AGENCIES HAVING JURISDICTION.
5. MECHANICAL, ELECTRICAL AND PLUMBING DESIGN & LAYOUT PROVIDED BY MEP CONSULTING
ENGINEERS.
6. STRUCTURAL FRAMING DESIGN AND LAYOUT BY HANSEN ENGINEERS AND PER CITY REQUIREMENTS.
7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN CONDITION AT ALL TIMES, AND REMOVE
CONSTRUCTION DEBRIS AS OFTEN AS NECESSARY OR AS DIRECTED BY LOCAL AUTHORITIES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TEST SUCH AS SOILS REPORTS,
SOIL COMPACTION, CONCRETE AND WELDING, ETC., TO ENSURE COMPLIANCE WITH THE PLANS,
STANDARDS, AND CODES.
9. THE BUILDING PERMIT AND ANY APPLICABLE IMPACT FEES SHALL BE OBTAINED AND PAID FOR BY
THE CONTRACTOR.
10. CONTRACTOR SHALL COORDINATE FINISH GRADES WITH THE FOUNDATION PLAN.
11. CONTRACTOR SHALLPROVIDE LOCATION AND TAP INTO ALL UTILITIES PER CITY REQUIREMENTS.
12. PROVIDE BUILDING ADDRESS AS REQUIRED BY SECTION 501.2 OF IBC, SEE 01/A-104.
GENERAL NOTES
1. ALL INTERIOR DIMENSIONS ARE FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, TYPICAL,
U.N.O.
2. TYPICAL EXTERIOR WALL CONSTRUCTION CONSISTS OF MASONRY STONE VENEER ON BUILDING
FELT ON 5/8" EXTERIOR SHEATHING ON 2X6 WOOD STUD FRAMING OR STUCCO VENEER ON BUILDING
FELT ON 5/8" EXTERIOR SHEATHING ON 2X6 WOOD STUD FRAMING.
3. TYPICAL INTERIOR WALL CONSTRUCTION IS 5/8" GYPSUM BOARD ON EACH SIDE OF #2 OR BETTER 2X
WOOD STUDS. TOTAL WALL THICKNESS IS 4 3/4" OR 6 3/4" TYPICAL, U.N.O., OR AS REFERENCED BY
STRUCTURAL ENGINEER. ELEVATOR WALLS TO BE 7 1/4" THICK, 1 HOUR FIRE-RATED SHAFT WALLS.
4. PROVIDE BLOCKING IN WALLS AND CEILINGS FOR ANTICIPATED LOCATIONS OF HEAVY LIGHT
FIXTURES, HOOKS, TOWEL BARS, TP HOLDER, ETC.
5. USE HOT DIPPED GALVANIZED NAILS AS RECOMMENDED BY MANUFACTURER FOR ANY FIBER
CEMENT PRODUCTS, SUCH AS EAVES AND/OR FASCIAS.
6. CONVENTIONAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL OR SECTION IS SHOWN.
7. PRODUCT SUPPLIERS SHALL FIELD MEASURE AREA OF WORK, AND SUBMIT SHOP DRAWINGS TO
CONTRACTOR PRIOR TO CONSTRUCTION AND INSTALLATION.
8. BUILDING IS CONSTRUCTION TYPE V-B, PROVIDE ATTIC DRAFT STOPPING AS REQUIRED BY BUILDING
CODE.
9. ALL COVERED WALKWAYS, PATIOS AND PORCHES SHALL BE SLOPED TO DRAIN A MIN. OF 1/8" PER
FOOT.
10. ALL WALLS AROUND TUBS AND SHOWERS SHALL HAVE DUROCK, HARDIE-BACKER, OR EQUAL
WATER RESISTANT BOARD.
11. ALL PLUMBING SUPPLY LINES IN EXTERIOR WALLS TO BE FULLY INSULATED.
12. PROVIDE WEEP HOLES AT 24" O.C. AT THE BOTTOM OF ALL MASONRY VENEER.
13. PROVIDE SMOKE DETECTORS PER LOCAL CODE.
14. ALL ACOUSTICAL AND THERMAL INSULATION TO COMPLY WITH ASTM E 84 OR UL 723 PER SECTION
719.1 OF BUILDING CODE. IN ADDITION, INSULATION TO HAVE FLAME SPREAD INDEX OF 25 AND SMOKE-
DEVELOPED RATING OF NOT MORE THAN 450 PER SECTION 719.2.
15. INSULATION SHALL BE AS FOLLOWS:
2X4 WALLS: R-13 MIN.
2X6 WALLS: R-19 MIN.
CEILINGS: R-30 MIN.
CRAWL SPACES: R-19 MIN.
USE BATT INSULATION IN VAULTED AREAS. SPRAY IN EXPANDING FOAM INSULATION CAN BE USED
IN ANY LOCATION.
16. WRAP ALL EXTERIOR CORNERS WITH 15# FELT. EXTEND 18" HORIZONTALLY EACH DIRECTION AND
OVERLAP UPPER SHEETS OVER LOWER SHEETS 6" MIN.
17. PROVIDE BUILDING WRAP (TYVEK OR EQUAL) ON ALL EXTERIOR SHEATHING AND ON TOP OF FELT
AT CORNERS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
18. PROVIDE ADHESIVE BACKED DAMPPROOFING AT ALL WINDOW AND EXTERIOR DOOR OPENINGS.
19. ALL EXPOSED MATERIALS FOR BALCONIES, OVERHANGS, PATIOS, SOFFITS, ETC., SHALL BE OF
APPROVED EXTERIOR GRADE.
20. PROVIDE SEALANT AT ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, VENEER, AND
TRIM, AND ANY ROOF AND WALL PENETRATIONS THAT ARE NOT FLASHING OR OTHERWISE SEALED.
CONSTRUCTION NOTES
1. ALL FRAMING SHALL CONFORM WITH THE NATIONAL LUMBER MANUFACTURER'S ASSOCIATION,
MANUAL FOR HOUSE FRAMING, AND ALL APPLICABLE BUILDING CODES.
2. NO FRAMING SHALL BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES.
3. ALL LUMBER SHALL BE GREADE MARKED.
4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR WHERE SUBJECTED TO EXTERIOR
MOISTURE SHALL BE PRESSURE TREATED.
5. ALL PLYWOOD FOR SUB FLOORS SHALL BE EXTERIOR GRADE, TONGUE AND GROOVE, GLUED, AND
ATTACHED WITH RING SHANK NAILS OR SCREWS.
6. PROVIDE FIRE BLOCKING IN WALLS OVER 10'-0" IN HEIGHT, AND OTHER CONCEALED SPACES
REQUIRED BY CODE.
7. PROVIDE A SINGLE SILL PLATE AND DOUBLE TOP PLATE AT ALL STUD WALLS. SILL PLATES SHALL BE
ATTACHED TO FOUNDATIONS USING 1/2" ANCHOR BOLTS AT 48" O.C. AND WITHIN 12" OF SILL ENDS.
11. STUD SIZE AND SPACING SHALL PER STRUCTURAL ENGINEER'S DRAWINGS.
12. HEADER SIZES AND SPANS SHALL BE AS FOLLOWS OR AS OUTLINED BY STRUCTURAL ENGINEER.
2-2X4's - 4'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE)
2-2X6's - 6'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE)
2-2X8's - 8'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE)
2-2X10's - 10'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE)
2-2X12's - 12'-0" CLEAR OPENING OR LESS (ROOF ONLY ABOVE)
OPENINGS GREATER THAN 12'-0" SHALL USE ENGINEERED LUMBER. INCREASE HEADERS BY
ONE SIZE FOR EACH ADDITIONAL STORY SUPPORTED AND ROOF PITCHES GREATER THAN 6:12. ALL
HEADERS SHALL HAVE A 1/2" PLYWOOD FLITCH.
13. LINTEL SCHEDULE OR PER STRUCTURAL ENGINEER.
CLEAR SPAN ANGLE SIZE MIN. BEARING
4'-0"3 1/2" X 5" X 1/4" 3"
8'-0"6" X 4" X 5/16" 4"
10'-0"6" X 4" X 1/2" 6"
12'-0"6" X 4" X 1/2" 8"
16'-0"7" X 4" X 1/2" 10"
14. LINTEL NOTES
1. ALL LINTELS ARE A36 STEEL
2. ALL LINTELS ARE LONG LEG VERTICAL
3. LINTELS OVER 16'-0" SHALL BE DESIGNED BY AN ENGINEER
FRAMING NOTES
MATERIAL NOTES
MASONRY
1. STONE VENEER TO BE SELECTED BY OWNER AND INSTALLED IN AREAS INDICATED ON ELEVATIONS.
SIDING/FASCIA
2. ANY SIDING OR FASCIA PANELS TO BE HARDI BRAND, OR AS SELECTED BY OWNER.
ROOFING
3. FLAT ROOF TO A SINGLE PLY ROOFING MATERIAL (EPDM) OR AS SELECTED BY OWNER. PROVIDE
MIN. OF 3" OF INSULATION BETWEEN ROOFING MATERIAL AND TOP OF ROOF DECK. SLOPE 1/4"/FOOT.
4. PROVIDE CLAY ROOF TILES AT TOWERS, AS SELECTED BY OWNER, PITCH AS INDICATED ON ROOF
PLANS.
WINDOW NOTES
7. FINAL WINDOW SELECTION BY OWNER. REFER TO MANUFACTURER FOR SPECIFIC WINDOW
INFORMATION AND ROUGH OPENING REQUIREMENTS.
8. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES AND DIMENSIONS.
9. ENERGY INFORMATION:
A. 3/4" INSULATED LOW-E GLASS, TYPICAL
B. U FACTOR OF .35
C. SOLAR HEAT GAIN COEFFICIENT OF .25
DOOR NOTES
10. FINAL DOOR SELECTION BY OWNER, REFER TO MANUFACTURER FOR SPECIFIC DOOR INFORMATION
AND ROUGH OPENING REQUIREMENTS.
11. DOORS IN PLAN ARE EITHER SET TO A TYPICAL 6" JAMB OR CENTERED IN WALL, UNLESS
DIMENSIONED OTHERWISE.
INTERIOR FNIISH NOTES
1. ALL FINAL INTERIOR FINISHES AND FIXTURES TO BE SELECTED BY OWNER AND COORDINATED WITH
THE ARCHITECT OR DESIGNER, IF NECESSARY. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING:
A. LIGHT FIXTURES
B. PLUMBING FIXTURES
C. APPLIANCES
D. FLOORING FINISHES
E. PAINT COLORS
F. COUNTERTOP AND/OR LAVATORY MATERIALS
G. CABINETRY
GYPSUM DRYWALL
2 INSTALL ALL GYPSUM DRYWALL WITH 1 1/4" TYPE N BUGLE HEAD SCREWS IN ACCORDANCE WITH
MANUFACTURER INSTRUCTIONS.
3. PROVIDE DRYWALL CORNER BEADS AT ALL OUTSIDE CORNER CONDITIONS.
4. APPLY JOINT TREATMENT AT GYPSUM BOARD JOINTS (BOTH DIRECTIONS); FLANGES OF CORNER
BEADS, EDGE TRIM, AND CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFCE DEFECTS AND
ELSEWHERE AS REQUIRED.
CABINETRY
5. CABINETS SHOULD BE FINISHED ON-SITE, NO PARTICLE BOARD TO BE USED. VERIFY FINAL CABINET
DESIGN BEFORE BUILDING CABINETS, INCLUDING TOEKICK DETAILS.
6. CABINETS TO BE PAINT AND STAIN GRADE. PLYWOOD BOXES (NO MDF).
7. HINGES ARE TO BE EURO STYLE ALL WITH SOFT CLOSE HARDWARE U.N.O.
8. CABINET MATERIALS AND COUNTERTOPS TO BE SELECTED BY OWNER.
TRIM
9. PROVIDE RUBBER BASE AND/OR WOOD BASEBOARD (AND/OR MOULDING) THROUGOUT AS SELECTED
BY OWNER.
10. ALL INTERIOR WALLS, CABINETS, TRIM AND DOORS TO BE PAINTED PER COLOR AND FINISH
SELECTED BY OWNER.
11. ALL EXTERIOR TRIM, FASCIA AND SOFFIT TO BE PAINTED AND FINISH SELECTED BY OWNER.
FIXTURES AND ACCESSORIES
12. PROVIDE MIRRORS AT ALL RESTROOM SINKS PER ACCESSORY DETAILS ON A-401.
13. PROVIDE ALL OTHER REQUIRED ACCESSORIES FOR PUBLIC RESTROOMS, SUCH AS TOILET PAPER
DISPENSER, GRAB BARS, SOAP DISPENSER AND PAPER TOWEL DISPENSER PER DETAILS ON A-401.
NEW INTERIOR WALL (4" STUD)
NEW INTERIOR WALL (6" STUD)
NEW EXTERIOR WALL (SIDING)
(4" STUD)
NEW EXTERIOR WALL (SIDING)
(6" STUD)
NEW EXTERIOR WALL (MASONRY VENEER)
(4" STUD)
NEW EXTERIOR WALL (MASONRY VENEER)
(6" STUD)
CHANGE IN FLOOR MATERIAL
GRAPHIC LEGEND
ROOM FINISH SCHEDULE
NOTES:
1. ALL INTERIOR FINISHES AND COLORS TO BE SELECTED BY OWNER, UNO
2. WALLS ARE NOTED FOR OVERALL FINISH, NOT ACCENT FINISHES.
FLOOR:
1. STAINED CONCRETE
2. CERAMIC TILE
3. SEALED CONCRETE
4. HARDWOOD FLOORING
BASE:
1. WOOD - PAINTED
2. NO BASE
3. CERAMIC TILE
WALL:
1. GYPSUM BOARD - PAINTED
2. CERAMIC TILE
3. GYPSUM BOARD - TAPED AND BEDDED
CEILING:
1. GYPSUM BOARD - PAINTED
2. ACOUSTIC LAY-IN CEILING TILES
3. NO CEILING
1 2 3 4FLOOR
BASE
CEILING
WALL
1. REFER TO MEP DRAWINGS FOR ALL ITEMS RELATED TO MECHANICAL, ELECTRICAL AND PLUMBING
DESIGN & LAYOUT.
HVAC
2. HVAC CONTRATOR IS TO COORDINATE IN THE CAREFUL PLACEMENT OF SUPPLIES AND RETURNS,
TAKING INTO ACCOUNT THE PLACEMENT OF LIGHTING AND CHANGES IN CEILING HEIGHTS.
ELECTRICAL
3. ALL WIRING TO BE PER CODE AND MEET CITY REQUIREMENTS.
4. PROVIDE GFI OUTLETS AT ALL CODE REQUIRED AND NECESSARY LOCATIONS.
5. PLACE ALL BOXES, CANS, DEVICES PRIOR TO WIRING FOR OWNER REVIEW.
6. PROVIDE ELECTRICAL OUTLETS AT CORNERS OF BUILDING ON ROOF, AT OWNER'S DISCREPTION, TO
PROVIDE FOR BUILDING OUTLINE LIGHTING, IF SO DESIRED.
7. PROVIDE LED LIGHTING WHERE POSSIBLE.
PLUMBING
8. PROVIDE WATER SUPPLIES, GAS SUPPLIES AND DRAINS AS SHOWN FOR ALL REQUIRED APPLIANCES
AND FIXTURES.
9. SANITARY WASTE LINE IS TO BE PROVIDED WITH A 1/4" SLOPE PER FOOT, MIN.
MEP NOTES
GREEN CODE / ENERGY NOTES
ENERGY CODE REQUIREMENTS FOR COMPLIANCE WITH 2015 IECC.
POLYSEAL
1. WINDOWS AND DOORS MUST BE SEALED WITH FOAM OR CAULK
2. SILL PLATE MUST BE SEALED ON THE INSIDE WITH FOAM OR CAULK
3. ALL PENETRATIONS OF TOP PLATE / CEILING INTO ATTIC, MUST BE SEALED WITH FOAM OR CAULK.
4. ALL WALL PENETRATIONS TO THE EXTERIOR MUST BE SEALED WITH FOAM OR CAULK.
5. BLOWER DOOR TESTING IS MANDATORY - NOT TO EXCEED 3 AIR CHANGES PER HOUR AT 50
PASCALS.
6. DUCT TIGHTNESS TESTING IS MANDATORY - TESTED AT 25 PASCALS, TOTAL LEAKAGE, LESS THAN
OR EQUAL TO 4 CF PER MINUTE PER 100 SQUARE FOOT OF CONDITIONED FLOOR AREA. EXCEPTION:
WHEN THE DUCTS AND AIR HANDLERS ARE ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE.
INSULATION
7. ALL EXTERIOR WALLS MUST BE INSULATED WITH R-20 CAVITY OR R-13 CAVITY WITH R-5
CONTINUOUS INSULATION OR HIGHER.
8. CEILINGS MUST BE INSULATED WITH R-38 IF THERE IS ATTIC SPACE ABOVE, AND R-30 IF NO ATTIC
SPACE (CATHEDRAL CEILING), AND THAT IS LIMITED TO 500 SF TOTAL OR 20% OF CEILING, WHICHEVER
IS LESS.
9. ATTIC ACCESS LADDERS AND/OR HATCHES MUST BE INSULATED THE SAME AS THE ATTIC AND HAVE
A WEATHER SEAL.
HVAC / SERVICE WATER
10. ALL DUCTS IN UNCONDITIONED SPACE / ATTICS MUST USE R-8 DUCTING.
11. MECHANICAL SYSTEM PIPING CARRYING FLUID OVER 104 OR BELOW 55 DEGRESS MUST BE
INSULATED WITH R-3 INSULATION.
LIGHTING
12. ALL CAN LIGHTS MUST BE AIR-TIGHT TYPE.
13. MINIMUM OF 75% OF LIGHTING MUST BE HIGH EFFICIENCY (NO INCANDESCENT).
1-HOUR RATED PARTITION ASSEMBLY
TYPE UL U305
EXTENT OF THERMAL ENVELOPE
PROJECT INFORMATION
1. BOTH SETS OF STAIRS ARE TO HAVE TWENTY THREE (23) RISERS AT A UNIFORM HEIGHT OF 6 3/4",
AND TREAD DEPTHS AT 11".
2. STAIR NOSINGS SHALL MEET THE REQUIREMENTS OF TAS SECTION 504.5.
3. PROVIDE CONTINUOUS HANDRAILS ON BOTH SIDES OF THE STAIRS PER TAS SECTION 505.2.
4. STAIR HANDRAILS AND GUARDRAILS ALONG BALCONY SHALL BE 34" MINIMUM TO 38" MAXIMUM IN
HEIGHTS ABOVE WALKING SURFACES OR STAIR NOSINGS.
5. PROVIDE A TOP EXTENSION OF THE STAIR RAILING ONTO THE LANDING OF 12" MINIMUM, BEGINNING
DIRECTLY ABOVE THE RISER NOSING. EXTENSION SHOULD EXTEND ALONG A WALL, GUARD OR
LANDING SURFACE AND SHALL BE CONTINUOUS. REFER TO TAS SECTION 5.10.2.
6. PROVIDE A BOTTOM EXTENSION OF THE STAIR RAILING FOR A HORIZONTAL DISTANCE OF AT LEAST
EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION SHOULD EXTEND ALONG
A WALL, GUARD OR LANDING SURFACE AND SHALL BE CONTINOUS. REFER TO TAS SECTION 5.10.3.
STAIR NOTES
1. SQUARE FOOTAGE IS CALCULATED BASED ON THE AREA EXTENDING TO THE OUTSIDE
SURFACE OF THE EXTERIOR WALL FINISH MATERIAL ON EACH FLOOR. IT EXCLUDES GARAGE,
COVERED PORCHES, PATIOS, OUTDOOR LIVING AREAS, AND NON-AIR CONDITIONED SPACE.
CURRENT PREVIOUS VERSION OF BUILDING
FIRST LEVEL
A/C 7,460 6,225
NON A/C 48 1,910
SECOND LEVEL
A/C 7,460 5,651
NON A/C 0 1,237
TOTAL
A/C 14,920 11,876
NON A/C 492 3,147
SQUARE FOOTAGE SUMMARY
LEVEL USE AREA (SF) OCC. LOAD FACTOR OCCUPANY LOAD
ONE BUSINESS 7,179 100 72
MECH/JAN 161 300 1
RESTROOMS (2) 120 1 PER 2
EXIT TYPE/FACTOR EXIT WIDTH (INCHES) EXIT CAPACITY
FRONT DOOR DOOR/ .2 72 360
STAIR 1 DOOR DOOR/ .2 36 180
STAIR 2 DOOR DOOR/ .2 36 180
EXIT CAPACITY AVAILABLE 720
OCCUPANT LOAD SUMMARY
FIRST FLOOR EXIT SUMMARY
EXIT CAPACITY REQUIRED (IF ALL OCCUPANTS FROM 2ND FLOOR
EXITING DOWN MAIN STAIR OUT FRONT DOOR)150
MIN EXIT WIDTH REQUIRED
150 / 3 EXITS = 50 OCCUPANTS PER EXIT
50 X .2 WIDTH FACTOR = 10" (EXIT SIZES AS DESIGNED EXCEED REQUIREMENT)
MEANS OF EGRESS ANALYSIS
1. MINIMUM OF 2 EXITS PER FLOOR REQUIRED AS BUILDING OCCUPANCY LOAD IS
LESS THAN 500. THIS PROJECT MEETS OR EXCEEDS THIS REQUIREMENT.
2. TOTAL TRAVEL DISTANCE TO AN EXIT IN A GROUP B OCCUPANY WITH AN
APPROVED SPRINKLER SYSTEM IS 300' MAXIMUM.
-LONGEST DISTANCE ON LEVEL 2 TO A BUILDING EXIT IS 80'
-LONGEST DISTANCE ON LEVEL 1 TO A BUILDING EXIT IS 80'
LEVEL ONE TOTAL 7,460 75
TWO BUSINESS 7,478 100 72
MECH/JAN 185 300 1
RESTROOMS (2) 120 1 PER 2
LEVEL TWO TOTAL 7,460 75
BUILDING TOTAL 14,920 150
LIFE SAFETY NOTES
EXIT TYPE/FACTOR EXIT WIDTH (INCHES) EXIT CAPACITY
STAIR 1 STAIR/ .3 39 130
STAIR 2 STAIR/ .3 39 130
EXIT CAPACITY AVAILABLE 260
SECOND FLOOR EXIT SUMMARY
EXIT CAPACITY REQUIRED 75
MIN EXIT WIDTH REQUIRED
75 / 2 EXITS = 37.5 OCCUPANTS PER EXIT
37.5 X .3 WIDTH FACTOR = 11.25" (EXIT SIZES AS DESIGNED EXCEED REQUIREMENT)
SITE LOCATION:
W .S O U T H L A K E B L V D
W H I T E C H A P E L B L V D
PROJECT LOCATION
351 W. SOUTHLAKE BLVD.
SOUTHLAKE, TX 76092
NOTE:
CLAY TILE ROOF, TYPICAL, AS
SELECTED BY OWNER AT PITCHED
ROOF LOCATIONS. PITCH AS
INDICATED.
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
1/4"/FT
1/4"/FT
1 /4"/FT
TAPERED INSULATION,
TYPICAL 1 /4"/FT 1 /4"/FT 1 /4"/FT 1 /4"/FT RD
OD
RD
OD1/4"/FT 1/8"/FT
1 /4"/FT
1 /8 "/F T
ELEVATOR
OVERRUN
ROOF ACCESS
HATCH
NOTE: PROVIDE GUARDRAIL
AROUND RTU 3, REF MECHANICAL
PLANS FOR LOCATION
RTU-1
MECHANICAL UNIT,
REF MECH.
RTU-4
RTU-3
RTU-5
RTU-2
NOTE:
MAIN PORTION OF ROOF TO BE
SINGLE PLY ROOFING MATERIAL,
AS SELECTED BY OWNER. SLOPE
ROOF AS INDICATED
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
4:
1
2
4:12
1 /4"/FT
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt
10
/
2
4
/
2
0
1
8
2
:
3
8
:
5
2
P
M
A-001
GENERAL NOTES AND
SCHEDULES
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
DOOR SCHEDULE
NOTE: FINAL DOOR STYLE, FINISH AND HARDWARE TO BE SELECTED BY OWNER
MARK # W H
DOOR PANEL DOOR FRAME
REMARKSMATL. FINISH MATL. FINISH
101A 1 6' - 0" 8' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
101B 1 6' - 0" 8' - 0" WD/GL PAINTED WOOD PAINTED
104 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
105 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
106 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
107 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
108A 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
108B 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
108C 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
109 1 3' - 0" 7' - 0" METAL PAINTED METAL PAINTED 1/2" THRESHOLD MAX
202 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
203 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
204 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
205A 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
205B 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
205C 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED
205D 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205E 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205F 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205G 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205H 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205J 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205K 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205L 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
205M 1 3' - 0" 7' - 0" WD/GL PAINTED WOOD PAINTED 1/2" THRESHOLD MAX
ST101A 1 3' - 0" 7' - 0" METAL PAINTED METAL PAINTED
ST101B 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR
ST102 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR
ST201A 1 3' - 0" 7' - 0" METAL PAINTED METAL PAINTED
ST201B 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR
ST202 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR
ST227 1 3' - 0" 7' - 0" METAL PAINTED METAL PAINTED
ST236 1 3' - 0" 7' - 0" WOOD PAINTED WOOD PAINTED 45 MIN RATED DOOR
Grand total: 33
WINDOW SCHEDULE
NOTE: FINAL WINDOW STYLE AND FINISH TO BE SELECTED BY OWNER
MARK # W H TYPE MATL. FINISH REMARKS
A 57 3' - 0" 5' - 0" FIXED VINYL PAINTED
B 1 6' - 6" 2' - 0" FIXED VINYL PAINTED
C 10 3' - 0" 6' - 0" FIXED VINYL PAINTED
Grand total: 68
TRUE NORTH
1/8" = 1'-0"1 ROOF PLAN
PLAN NORTH TRUE NORTH
MARK DATE DESCRIPTION
1
Case No. ZA18-0030
DN
DN
DN
UP
UP
UP
A-303
1
A-302 1
A-304
1
A-30101
SHAFT
SHAFT
ELEV
5757.08 SF
Lease Space
205 205
F TLT
204 204
M TLT
203 203
JAN
202 202
LOBBY/HALL
201 201
SHAFT
STAIR 2
ST202 ST202
STAIR 1
ST102 ST102
12
'
-
6
"
28
'
-
8
"
12
'
-
6
"
28
'
-
8
"
9'
-
1
1
1
/
2
"
12
'
-
6
"
7'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
8
'
-
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
12'-6"
10'-6"16'-9"
10'-6"
6'-3"6'-3"7'-9"
6'
-
3
"
6'
-
3
"
6'
-
3
"
6'
-
3
"
9'
-
1
1
1
/
2
"
12
'
-
6
"
74
'
-
1
1
"
12
'
-
6
"
6'-3"7'-9"
3'-2"
8'
-
6
"
7'-0"
18'-6"7'-0"7'-0"9'-10 7/8"
2'-6"
1'
-
4
"
9'
-
4
"
5'
-
1
"
4'-0"
8'-6"8'-6" 1'-6"
EQ EQ
2'
-
4
"
17'-11 5/8"6'-0"
8'
-
0
5
/
8
"
8'
-
0
5
/
8
"
17'-11 5/8"6'-0"
27'-9”
5'
-
3
"
5'
-
3
"
27'-9”62'-3”
12
'
-
6
"
ST
1
0
2
ST
2
0
2
20
3
20
4
20
2
205B
20
5
A
20
5
C
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A6'-3"
2X2 ROOF ACCESS
HATCH AND LADDER
3'-2"
5'-2"
IF NOT A SINGLE TENANT, THEN HALLWAY IS
NEEDED TO PROVIDE TO PROVIDE SECOND
EXIT FROM BUILDING
A4
A4
A4
A4
A4
A4
A6
A6
A6
A6
A4
A4
A4
A4
A4
C4
C4
A4
A6
A4
A4
A4
A4
C4
A-301C1
A-301C 2
A-302C
1
A-302C
2
EQ
E
Q
EQ
E
Q
EQ
E
Q
EQ
E
Q
EQ
EQ
205D
205E
205F
205G
205H
205J
205K
205L
205M
A
1'-6"
A
1'-6"
A-303
1
A-302 1
A-304
1
A-30101
47
'
-
5
"
47
'
-
5
"
12
'
-
6
"
28
'
-
8
"
12
'
-
6
"
28
'
-
8
"
12
'
-
6
"
F TLT
104 104
M TLT
105 105
JAN
106 106
LOBBY
102 102
VESTIBULE
101 101
3328.99 SF
LEASE SPACE
108 108
RISER
109 109
STAIR 1
ST101 ST101
STAIR 2
ST201 ST201
2'
-
6
"
7'
-
6
"
2'
-
6
"
7'
-
1
0
3
/
4
"
2'
-
6
"
7'
-
1
0
1
/
2
"
2'
-
6
"
7'
-
1
0
3
/
4
"
2'
-
3
"
4'
-
0
"
4'
-
0
"
2'
-
3
"
7'
-
1
0
3
/
4
"
2'
-
6
"
7'
-
1
0
1
/
2
"
2'
-
6
"
7'
-
1
0
3
/
4
"
EQ
EQ
ELEV MACH
RM
107 107
9'
-
1
1
1
/
2
"
12
'
-
6
"
7'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
8
'
-
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
12'-6"
19'-5 5/8"2'-6" 5'-0" 2'-6" 5'-6"10'-6"4'-3"12'-6"
19'-5 5/8"2'-6" 5'-0" 2'-6" 5'-6"10'-6"4'-3"12'-6"
6'-3"6'-3"7'-9"
6'
-
3
"
6'
-
3
"
9'
-
1
1
1
/
2
"
12
'
-
6
"
74
'
-
1
1
"
101A
HALL
103 103
10
9
101B
ST101A
ST201A
10
5
10
4
10
6
10
8
A
10
8
C
10
7
108B
A A
A
C
C
A
A
A AA
A
A
A
A
A
A
A
A
6'-3"6'-3"7'-9"
3'-2"
3'-2"
6'-0"
5'-5"16'-7"
8'
-
6
"
7'-0"
ELEV
SHAFT
7'-8 5/8"
8'
-
8
5
/
8
"
10
'
-
1
"
9'
-
3
1
/
2
"
18'-6"7'-0"7'-0"9'-11”
2'-6"
1'
-
4
"
9'
-
4
"
5'
-
1
"
8'-6"8'-6" 1'-6"
2'
-
4
"
17'-11 5/8"
8'
-
0
5
/
8
"
8'
-
0
5
/
8
"
17'-11 5/8"
27'-9”
3'
-
7
"
3'
-
7
"
27'-9”62'-3”
STAIR 3
110 110
ST
1
0
1
B
1'-7 5/8"
ST
2
0
1
B
1'-7 5/8"
5'-2"
IF NOT A SINGLE TENANT, THEN HALLWAY IS
NEEDED TO PROVIDE TO PROVIDE SECOND
EXIT FROM BUILDING
B4
5'
-
1
"
ALTERNATE LOCATION:
IF NOT A SINGLE TENANT, THEN HALLWAY IS
NEEDED TO PROVIDE SECOND
EXIT FROM BUILDING. IF THIS LOCATION IS
CHOSEN, REPLACE WINDOW WITH DOOR
B4
B4
B4
A4
A4
PROVIDE GUARD RAIL UNDERNEATH
UPPER ROOM TO PREVENT HEAD
KNOCKER, REF 02/A-501
B4
B4
PROVIDE SHAFT ENCLOSURE AROUND
EXHAUST DUCT WITHIN ELEVATOR
MACHINE ROOM
C4
C4
B4
B6
B4
B4
A6
A6
A6
B4
B4
B4
B4
B4
A4
A4
C4B4
B4
B4
A-301C1
A-301C 2
A-302C
1
A-302C
2
6'
-
3
"
6'
-
3
"
EQ
EQ
EQ
E
Q
5'-2"
5'
-
9
"
EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ
EQ EQ
2'
-
6
"
7
'
-
6
"
2
'
-
6
"
C
C
94
'
-
1
0
"
3'-6" 5'-6" 3'-6"
3'-6" 5'-6" 3'-6"
C
EQ
EQ
EQ
EQ
C
C
EQ
E
Q
1'-6"
EQ
EQ
EQ
EQ
EQ
E
Q
C
EQ
E
Q
1'-6"
C
C
LINE OF
STRUCTURE
LINE OF
STRUCTURE/
CEILING
SOUND ATTENUATION
BATTS (SAB), PROVIDE AT
TOILETS AND SUITE WALLS
WOOD STUD, SIZE AS
INDICATED ON DWGS
(A4 = 4 STUD
A6 = 6 STUD)
5/8" GWB EACH SIDE
SEALANT
LINE OF FLOOR
BELOW
TWO LAYERS OF 5/8" FIRE
SHIELD WALLBOARD AT
HORIZONTAL SURFACE W/
RESILIENT CHANNEL IN
BETWEEN THE TWO
LAYERS
WOOD STUDS, 16"
OC MAX
1 HOUR FIRE-RATED CEILING
UL ASSEMBLY L505
SUB-FLOORING AS REQUIRED
TO MEET FLOOR/CEILING
ASSEMBLY
LINE OF
STRUCTURE
LINE OF
STRUCTURE/
CEILING
SOUND ATTENUATION
BATTS (SAB), SHAFTS,
CHASES AND STAIR WALLS
WOOD STUD, SIZE AS
INDICATED ON DWGS
(A4 = 4 STUD
A6 = 6 STUD)
SEALANT
SEALANT
1 HOUR FIRE-RATED WALL
UL ASSEMBLY U305
5/8" FIRE SHIELD
WALLBOARD, EACH SIDE
LINE OF
STRUCTURE
LINE OF
STRUCTURE/
CEILING
SOUND ATTENUATION
BATTS (SAB), WHERE
REQUIRED
WOOD STUD, SIZE AS
INDICATED ON DWGS
(A4 = 4 STUD
A6 = 6 STUD)
5/8" GWB ONE SIDE
SEALANT
PLAN NORTH TRUE NORTH
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt
10
/
2
4
/
2
0
1
8
2
:
3
9
:
4
5
P
M
A-101
FLOOR PLANS
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
1/8" = 1'-0"01 SECOND FLOOR PLAN
1/8" = 1'-0"2 FIRST FLOOR PLAN
MARK DATE DESCRIPTION
1
3" = 1'-0"4 TYPICAL INTERIOR WALL - TYPE B
3" = 1'-0"6 1 HOUR FIRE-RATED CEILING
3" = 1'-0"3 1 HOUR FIRE-RATED INTERIOR WALL - TYPE A
3" = 1'-0"5 TYPICAL INTERIOR WALL - TYPE C
Case No. ZA18-0030
LEVEL 1
0' -0"
LEVEL 2
13' -0"
DOUBLE ROWLOCK
BRICK COURSE, TYPE 2
WINDOWS AS
SCHEDULED
CLAY ROOF
TILES, TYPICAL
STUCCO VENEER, 3 STEP
PROCESS OVER DIAMOND
METAL LATH MESH TO A
7/8" THICKNESS
EXTERIOR DOOR
AS SCHEDULED
WOOD CHAMFER
T.O. PARAPET
26' -0"
B.O. ROOF STRUCT
22' -0"
STONE PILASTER
R 8 ' - 3 3
/4 "
T.O. ROOF HP
24' -10"
3
A-401
PROVIDE BUILDING ADDRESS
AS REQUIRED BY SECTION 501.2
OF THE BUILDING CODEWOOD HEADER, TYP.
CAST STONE
CORNICE
SHEET METAL PARAPET
CAP, PTD TO MATCH STUCCO
ARCHED BRICK SOLDIER
W/ CAST STONE KEYSTONE
OVER WINDOWS IN STONE,
TYPE 2
01
A-401
B
STONE VENEER
BRICK VENEER,
TYPE 1 TYP.
DOUBLE SOLDIER BRICK
COURSE AT FLOOR LINE, TYPE 2
ROWLOCK BRICK
WINDOW SILL, TYPE 2
4'
-
3
"
3'
-
9
"
1'
-
2
"
2'
-
1
0
"
9'
-
0
"
13
'
-
0
"
34
'
-
0
"
3'
-
7
"
12'-6"28'-8"12'-6"28'-8"12'-6"
2'
-
6
"
1'
-
3
"
12'-6"28'-8"12'-6"
28'-8"
3'-11 3/8"
12'-6"
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt
10
/
2
4
/
2
0
1
8
2
:
4
1
:
0
0
P
M
A-301
EXTERIOR ELEVATION
-FRONT
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
1/4" = 1'-0"01 FRONT ELEVATION
MARK DATE DESCRIPTION
1
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. PARAPET
26' -0"
B.O. ROOF STRUCT
22' -0"
T.O. ROOF HP
24' -10"
02
A-401
3
A-401
PAINTED METAL DOOR
NOTE: REFER ELEVATION 1/A-301 FOR
ALL TYPICAL NOTES NOT SHOWN
STUCCO SILL, PAINTED
TO MATCH WOOD HEADERS
DOUBLE STUCCO BAND AT
FLOOR LINE, PAINTED TO
MATCH WOOD HEADERS
6"
2
'
-
4
"
8
"
3'
-
9
"
1'
-
2
"
2'
-
1
0
"
9'
-
0
"
13
'
-
0
"
1'
-
1
0
"
5'
-
0
"
2'
-
2
"
3'
-
4
"
8"
9'-10 1/2"12'-6"49'-11"12'-6"9'-10 1/2"
4"
3'
-
5
"
9
'
-
1
0
1
/
2
"
1
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
8
'
-
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
2
'
-
6
"
7
'
-
1
0
3
/
4
"
6
'
-
3
"
6
'
-
3
"
9
'
-
1
0
1
/
2
"
1
2
'
-
6
"
7
4
'
-
1
1
"
3
'
-
6
"
3
'
-
6
"
6
'
-
3
"
6
'
-
3
"
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
E
Q
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake.rvt
10
/
9
/
2
0
1
8
4
:
4
8
:
5
3
P
M
A-302
EXTERIOR ELEVATION
-REAR
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
MARK DATE DESCRIPTION
1/4" = 1'-0"1 REAR ELEVATION
Case No. ZA18-0030
UP
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. PARAPET
26' -0"
B.O. ROOF STRUCT
22' -0"
T.O. ROOF HP
24' -10"
01
A-401
02
A-401
STUCCO VENEER
WOOD HEADER, TYP
PRE-FORMED COPING CAP,
PAINTED TO MATCH STUCCO
3
A-401
NOTE: REFER ELEVATION 1/A-301 FOR
ALL TYPICAL NOTES NOT SHOWN
PAINTED METAL DOOR
4'
-
3
"
4'
-
1
1
"
2'
-
1
0
"
9'
-
0
"
13
'
-
0
"
33
'
-
2
”
8"
8"
11
'
-
8
"
8"
2'
-
1
0
"
6"
9'
-
0
"
1'
-
1
0
"
7'
-
2
"
8"
3'
-
4
"
STONE VENEER
WINDOWS AS
SCHEDULED
CLAY ROOF
TILES, TYPICAL
BRICK VENEER
12'-6"15'-3”19'-6”10'-0"32'-9"
2'
-
6
"
1'
-
3
"
12'-6"
19'-6”2'-6" 5'-0"2'-6"5'-6"10'-6"4'-3"12'-6"
6'-3"6'-3"7'-9"
27'-9”19'-6”10'-0"20'-3"12'-6"
EQ EQ
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt
10
/
2
4
/
2
0
1
8
2
:
4
2
:
4
5
P
M
A-303
EXTERIOR ELEVATION
-LEFT
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
1/4" = 1'-0"1 LEFT ELEVATION
MARK DATE DESCRIPTION
1
Case No. ZA18-0030
UP
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. PARAPET
26' -0"
B.O. ROOF STRUCT
22' -0"
T.O. ROOF HP
24' -10"
01
A-401
02
A-401
3
A-401
NOTE: REFER ELEVATION 1/A-301 FOR
ALL TYPICAL NOTES NOT SHOWN
3'
-
4
"
8"
7'
-
2
"
6"
1'
-
4
"
13
'
-
0
"
9'
-
0
"
2'
-
1
0
"
1
'
-
2
"
3
'
-
9
"
3'
-
4
"
8
"
2'
-
2
"
5'
-
0
"
2'
-
2
"
5'
-
0
"
STONE VENEER
WINDOWS AS
SCHEDULED
CLAY ROOF
TILES, TYPICAL
STUCCO
CAST STONE HEADER
OVER WINDOWS IN
STUCCO
32'-9"10'-0"19'-6”15'-3”12'-6"
1'
-
3
"
2'
-
6
"
10'-6"5'-6" 10'-0"19'-5 5/8"15'-3”12'-6"
7'-9"6'-3"6'-3"
27'-9”
2'-6" 2'-6" 2'-6" 2'-6"
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake_1.rvt
10
/
2
4
/
2
0
1
8
2
:
4
4
:
5
9
P
M
A-304
EXTERIOR ELEVATION
-RIGHT
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/26/2018
1/4" = 1'-0"1 RIGHT ELEVATION
MARK DATE DESCRIPTION
1
Case No. ZA18-0030
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. ROOF LP
23' -0"
T.O. PARAPET
26' -0"
BRICK SOLDIER HEADER
BLDG FELT ON 5/8"
EXTERIOR SHEATHING,
OVERLAP OVER STL
LINTEL ANGLE
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
CONCRETE
SLAB & FOUNDATION,
REF STRUCTURAL
GRADE
SILL FLASHING
PROVIDE WEEPS
AT 24" O.C.
MASONRY VENEER
1/2" DIA. X 8" ANCHOR
BOLTS AT 48" O.C.
GLAZED ALUMINUM
WINDOW SYSTEM
5'
-
1
0
"
2'
-
2
"
5'
-
0
"
1'
-
1
0
"
6"
6
"
1'
-
1
0
"
1'
-
2
"
STL LINTEL ANGLE, EXTEND MIN
OF 4" ON EACH SIDE OF WINDOW
PROVIDE CONT SEALANT
JOINT AROUND ALL SIDES
OF WINDOW
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
2 - 2 X 6 TOP PLATE
2X STRUCTURAL FLOOR
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
STRUCTURAL FLOOR
FRAMING
3/4" PLYWOOD
SUB-FLOOR
CROSS BRACE FRAMING,
WHEN IT OCCURS
T.O. ROOF HP
24' -10"
7'
-
2
"
GLAZED ALUMINUM
WINDOW SYSTEM
2 - 2 X 6 TOP PLATE
2X STRUCTURAL ROOF
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
STRUCTURAL ROOF
FRAMING, SLOPED, REF
STRUCTURAL DRAWINGS
3/4" PLYWOOD
SUB-FLOOR
CROSS BRACE FRAMING,
WHEN IT OCCURS
CEILING TO BE DETERMINED
CEILING TO BE DETERMINED
PROVIDE HORIZONTAL DEFLECTION
JOINT (SEALANT ILO OF GROUT) AT
FLOOR LINE
STUCCO ON 5/8" EXTERIOR
SHEATING ON 2X4 WOOD
STUDS
2"
6
"
6
"
1/2"
SINGLE PLY
ROOFING SYSTEM
RUN ROOFING MEMBRANE
UP VERTICAL SURFACE
REGLET AND
COUNTERFLASHING
PREFABRICATED
METAL COPING, PTD
TO MATCH STUCCO
(SLOPE BACK TOWARD
ROOF)
TWO LAYERS OF 3/4"
TREATED PLYWOOD
MASONRY VENEER
ROWLOCK SILL
7'
-
2
"
7'
-
2
"
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. ROOF LP
23' -0"
T.O. PARAPET
26' -0"
T.O. ROOF HP
24' -10"
THIN CAST
STONE HEADER
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
CONCRETE
SLAB & FOUNDATION,
REF STRUCTURAL
GRADE
SILL FLASHING
STUCCO VENEER
1/2" DIA. X 8" ANCHOR
BOLTS AT 48" O.C.
GLAZED ALUMINUM
WINDOW SYSTEM
5'
-
1
0
"
2'
-
2
"
5'
-
0
"
1'
-
1
0
"
6"
6
"
1'
-
1
0
"
1'
-
2
"
PROVIDE CONT SEALANT
JOINT AROUND ALL SIDES
OF WINDOW
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
2 - 2 X 6 TOP PLATE
2X STRUCTURAL FLOOR
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
STRUCTURAL FLOOR
FRAMING
3/4" PLYWOOD
SUB-FLOOR
CROSS BRACE FRAMING,
WHEN IT OCCURS
GLAZED ALUMINUM
WINDOW SYSTEM
2 - 2 X 6 TOP PLATE
2X STRUCTURAL ROOF
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
STRUCTURAL ROOF
FRAMING, SLOPED, REF
STRUCTURAL DRAWINGS
3/4" PLYWOOD
SUB-FLOOR
CROSS BRACE FRAMING,
WHEN IT OCCURS
CEILING TO BE DETERMINED
PROVIDE HORIZONTAL
DEFLECTION JOINT AT
FLOOR LINE
2"
6
"
6
"
1/2"
SINGLE PLY
ROOFING SYSTEM
RUN ROOFING MEMBRANE
UP VERTICAL SURFACE
REGLET AND
COUNTERFLASHING
PREFABRICATED
METAL COPING, PTD
TO MATCH STUCCO
(SLOPE BACK TOWARD
ROOF)
TWO LAYERS OF 3/4"
TREATED PLYWOOD
STUCCO VENEER
3"
5'
-
0
"
2'
-
2
"
7'
-
2
"
7'
-
2
"
CEILING TO BE DETERMINED
LEVEL 1
0' -0"
LEVEL 2
13' -0"
T.O. ROOF LP
23' -0"
T.O. ROOF HP
24' -10"
CONCRETE
SLAB & FOUNDATION,
REF STRUCTURAL
GLAZED ALUMINUM
WINDOW SYSTEM
SINGLE PLY
ROOFING SYSTEM
REGLET AND
COUNTERFLASHING
BLDG FELT ON 5/8"
EXTERIOR SHEATHING,
OVERLAP OVER STL
SHELF ANGLE
4
12
STONE VENEER
1'
-
6
"
2
"
STUCCO VENEER
WOOD CHAMFER
1X FASCIA
TRIM
CLAY TILE ROOF ON
BLDG FELT ON 1/2" OSB PLYWOOD
SHEATHING ON 2X WOOD FRAMING
1X TRIM W/
QUARTER ROUND
3/8" HARDI-BD
SOFFITS W/
CONT. VENTS
ROOF
FLASHING
STUCCO VENEER
SILL FLASHING
PROVIDE WEEPS
AT 24" O.C.
STONE VENEER
1/2" DIA. X 8" ANCHOR
BOLTS AT 48" O.C.
ROWLOCK SILL
GRADE
2'
-
2
"
5'
-
0
"
5'
-
1
0
"
2'
-
2
"
5'
-
0
"
2'
-
1
0
"
1'
-
1
0
"
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
7'
-
2
"
ARCHED BRICK SOLDIER
W/ KEYSTONE
BLDG FELT ON 5/8"
EXTERIOR SHEATHING,
OVERLAP OVER STL
LINTEL ANGLE
STL LINTEL ANGLE, EXTEND MIN
OF 4" ON EACH SIDE OF WINDOW
PROVIDE CONT SEALANT
JOINT AROUND ALL SIDES
OF WINDOW
2 - 2 X 6 TOP PLATE
2X STRUCTURAL FLOOR
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
STRUCTURAL FLOOR
FRAMING
3/4" PLYWOOD
SUB-FLOOR
CROSS BRACE FRAMING,
WHEN IT OCCURS
CEILING TO BE DETERMINED
PROVIDE HORIZONTAL DEFLECTION
JOINT (SEALANT ILO OF GROUT) AT
FLOOR LINE
STONE VENEER
BLDG FELT ON 5/8"
EXTERIOR SHEATHING
2X6 WOOD STUDS
AT 16" O.C., MAX.
BATT INSULATION
7'
-
2
"
ARCHED BRICK SOLDIER
W/ KEYSTONE
GLAZED ALUMINUM
WINDOW SYSTEM
STL LINTEL ANGLE, EXTEND MIN
OF 4" ON EACH SIDE OF WINDOW
PROVIDE CONT SEALANT
JOINT AROUND ALL SIDES
OF WINDOW
2 - 2 X 6 TOP PLATE
2X STRUCTURAL ROOF
JOISTS, REF STRUCTURAL
FRAMING DRAWINGS
Project Number
Original Issue
Sheet Number
Sheet Name
Project Status
INCEPTIVE
1510 BELLNAP DR.
ALLEN, TX 75013
TH
E
P
A
R
Q
SO
U
T
H
L
A
K
E
C:\Users\Chad Anderson\Desktop\Projects\Inceptive Group\The ParQ - Southlake Building\The ParQ Southlake.rvt
10
/
9
/
2
0
1
8
4
:
4
6
:
1
1
P
M
A-401
WALL SECTIONS
The ParQ
Southlake
Permit Set
351 W. Southlake Blvd
Southlake, TX 76092
2017.07
04/06/2018 Permit Set
04/06/2018
3/4" = 1'-0"01 TYP WALL SECTION / DETAIL AT BRICK
3/4" = 1'-0"02 TYP WALL SECTION / DETAIL AT STUCCO
MARK DATE DESCRIPTION
3/4" = 1'-0"3 TYP WALL SECTION AT STONE TOWER
Case No. ZA18-0030
5
0
'
B
U
I
L
D
I
N
G
L
I
N
E
S
O
U
T
H
W
H
I
T
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C
H
A
P
E
L
B
O
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L
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V
A
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D
S
I
G
N
F
F
E
=
6
3
9
.
0
0
B
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I
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G
1
P
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P
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S
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D
2
S
T
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R
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1
S
T
F
L
=
7
,
7
4
9
S
.
F
.
2
N
D
F
L
=
7
,
7
9
7
S
.
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.
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=
1
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,
5
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=
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(
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1
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.
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R
=
5
7
9
4
.
5
8
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,
L
=
1
5
5
.
4
1
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C
B
=
N
8
5
°
3
3
'
0
1
"
E
D
=
0
1
°
3
2
'
1
2
"
,
C
D
=
1
5
5
.
4
1
'
S 89° 26' 03" W 234.26'
S
0
0
°
3
6
'
0
6
"
E
2
8
6
.
9
2
'
N
0
0
°
3
6
'
0
6
"
W
4
2
3
.
7
9
'
S 00° 36' 06" E 146.64'N 89° 23' 54" E 47.76'
S
8
9
°
0
8
'
1
2
"
E
3
1
.
4
5
'
12
3
4
24' FIRE LANE
2
C
O
2
0
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B
U
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F
E
R
Y
A
R
D
(
2
0
'
-
M
)
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/
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X
I
T
5
'
B
U
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F
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R
Y
A
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D
(
5
'
-
A
)
20' BUFFERYARD (10'-F1)5'5' BUFFERYARD
L
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T
1
B
L
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C
K
1
E
X
I
S
T
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2
4
'
F
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L
A
N
E
10' BUFFERYARD (10'-B)25'
G
M
~
R
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M
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0
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B
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0
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2
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2
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=
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=
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4
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=
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=
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,
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=
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4
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S
0
0
°
3
6
'
0
6
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E
2
8
6
.
9
2
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N
0
0
°
3
6
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0
6
"
W
4
2
3
.
7
9
'
S 00° 36' 06" E 146.64'N 89° 23' 54" E 47.76'
S
8
9
°
0
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.
4
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2
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24' FIRE LANE
2
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2
0
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Y
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D
(
2
0
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-
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)
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5
'
B
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F
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A
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D
(
5
'
-
A
)
20' BUFFERYARD (10'-F1)5'5' BUFFERYARD
L
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T
1
B
L
O
C
K
1
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I
S
T
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2
4
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F
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R
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L
A
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10' BUFFERYARD (10'-B)25'
G
M
~
R
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M
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A
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8
-
0
0
3
0
5
0
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B
U
I
L
D
I
N
G
L
I
N
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S
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T
H
W
H
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C
H
A
P
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L
B
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=
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0
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1
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2
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2
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7
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.
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=
2
.
0
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(
8
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,
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.
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)
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.
S
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=
5
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.
5
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,
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=
1
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4
1
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C
B
=
N
8
5
°
3
3
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0
1
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E
D
=
0
1
°
3
2
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1
2
"
,
C
D
=
1
5
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.
4
1
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S 89° 26' 03" W 234.26'
S
0
0
°
3
6
'
0
6
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E
2
8
6
.
9
2
'
N
0
0
°
3
6
'
0
6
"
W
4
2
3
.
7
9
'
S 00° 36' 06" E 146.64'N 89° 23' 54" E 47.76'
S
8
9
°
0
8
'
1
2
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E
3
1
.
4
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1
1
2
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8
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T
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D
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L
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S
2
3
4
24' FIRE LANE
2
C
O
2
0
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B
U
F
F
E
R
Y
A
R
D
(
2
0
'
-
M
)
E
N
T
/
E
X
I
T
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N
T
/
E
X
I
T
5
'
B
U
F
F
E
R
Y
A
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D
(
5
'
-
A
)
20' BUFFERYARD (10'-F1)5'5' BUFFERYARD
L
O
T
1
B
L
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C
K
1
E
X
I
S
T
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G
2
4
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F
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L
A
N
E
10' BUFFERYARD (10'-B)25'
G
M
~
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3
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A
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A
N
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T
H
0
1
/
0
1
/
2
0
1
5
Z
A
1
8
-
0
0
3
0
CASE NO. ZA18-0030
L
-
4
M
A
R
K
D
A
T
E
D
E
S
C
R
I
P
T
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A
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T
H
Z
A
1
8
-
0
0
3
0
0
1
/
0
1
/
2
0
1
5
–
–
–
’
’
’
’
’
’
”
”
¾
”
–
–
–
–
–
”
’
–
–
’
’
”
”
”
’
”
”
”
”
”
”
”
”
”
”
L
-
5
M
A
R
K
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
P
L
A
N
N
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R
T
H
T
R
U
E
N
O
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T
H
Z
A
1
8
-
0
0
3
0
0
1
/
0
1
/
2
0
1
5
L
-
6
M
A
R
K
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
P
L
A
N
N
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R
T
H
T
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E
N
O
R
T
H
Z
A
1
8
-
0
0
3
0
0
1
/
0
1
/
2
0
1
5