HomeMy WebLinkAboutZ-9480-A Site Plan - Sketches - Revised 061421CONSTRUCTION ISSUE
New Commercial Addition
for
Furman Service Co.
at
218 McKinley Street
Little Rock, Arkansas ROGUE Architecture300 S Spring Street, Suite 720Little Rock, Arkansas 72201501.260.7506 | www.roguearch.com218 McKinley StreetMCKINLEY ADDITIONNew Commercial Addition
A0.2
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
GENERAL NOTES, LEGENDS, AND SYMBOLSIssue Date:Revisions2021.06.11218 N McKinley StreetGENERAL CONSTRUCTION NOTES:
1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF
AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND
SANITARY LAWS, CODES, STATUTES AND ORDINANCES.
2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL THE WORK WITH
GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND
APPROVALS PRIOR TO COMMENCMENT WITH THE WORK.
3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE OWNER CONCERNING HOURS OF AVAILABILITY
FOR MATERIAL TRANSPORT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS.
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF
THE TRADES INVOLVED AND IN COMPLIANCE WITH THE BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES
AND/OR ORDINANCES CONCERNING THE USE OF UNION LABOR.
5. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND
MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.
NO EXCEPTIONS.
6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION AND
FOR THE SCHEDULING OF SUCH TRADES. THE CONTRACTOR IS TO MAINTAIN A CURRENT SET OF CONSTRUCTION DRAWINGS
AND CONTRACT DOCUMENTS, INCLUDING ALL ADDENDA, ARCHITECTS SUPPLEMENTAL INSTRUCTIONS, RFI RESPONSES,
CHANGE ORDERS AND PAYMENT APPLICATIONS ON SITE AT ALL TIMES. FAILURE TO COORDINATE ANY AND ALL CHANGES IN
SCOPE AND/OR BUDGET WITH THE APPROPRIATE TRADES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED.
MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN RECOMMENDATIONS AND INSTRUCTIONS.
9. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO"
OR "APPROVED EQUAL" ARE USED, ARCHITECT IS TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE
CONTRACTOR.
10. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND COORDINATION OF MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS
AS REQUIRED TO MEET ALL FEDERAL, STATE AND LOCAL BUILDING CODES AND ORDINANCES. FIXTURES SHOWN ON DRAWINGS
ARE INTENDED TO CONVEY DESIGN INTENT ONLY. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES.
11. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER
APPROVAL OF THE FINAL APPLICATION FOR PAYMENT AND RELEASE OF RETAINAGE.
12. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED.
13. THE CONTRACTOR IS TO KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS, OR RUBBISH AT ALL TIMES.
PREMISES ARE TO BE SWEPT CLEAN DAILY.
14. SMOKING AND/OR TOBACCO PRODUCTS OF ANY KIND ARE STRICTLY PROHIBITED ON THE JOB SITE. VIOLATION WILL RESULT
IN A PENALTY BY THE CONTRACTOR OF $250 PAID TO THE OWNER PER INSTANCE.
15. THE CONTRACTOR IS TO PROVIDE FINAL CLEANING OF ALL AREAS OF THE WORK INCLUDING CONSTRUCTION ACCESS
ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS.
16. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE
DRAWINGS. IF CONFLICTS ARISE, NOTIFY ARCHITECT AND WAIT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE
WORK.
17. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND FREE OF VIBRATION.
18. UNLESS OTHERWISE NOTED, ALL DUCTWORK AND MECHANICAL EQUIPMENT TO BE HELD TIGHT TO STRUCTURE.
19. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES.
20. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR
THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED.
21. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF SPECIFIED FLOOR FINISHES.
22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING
MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT OF BLOCKING REQUIRED AND
COORDINATE WITH SUBCONTRACTORS.
23. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. DRAWINGS INDICATE DESIGN INTENT.
FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO
FABRICATION. REPRODUCTION OF ARCHITECTS DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS.
24. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS,
SWITCHES AND OTHER DEVICES.
25. UPON COMPLETION OF THE WORK, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT AND THE OWNER THAT THE PROJECT
IS READY FOR INSPECTION. OWNER'S REPRESENTATIVE WILL COMPLETE A PUNCH LIST OF CORRECTIONS NEEDED, OF
UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION
OF THE PUNCH LIST.
26. DESIGN CRITERIA:
LOADS:
1. ROOF:
LIVE LOAD = 20PSF
DEAD LOAD = 10PSF
2. FLOOR:
LIVE LOAD = 40PSF
DEAD LOAD = 10PSF
PARTITION LOAD = 100PLF
3. WIND LOAD:
CALCULATED WIND DESIGN IS DONE UNDER THE 2012 INTERNATIONAL RESIDENTIAL CODE USING
90 MPH (3 SECOND GUST) EXPOSURE 'C', IMPORTANCE FACTOR I = 1.0, USING ASCE 7-05.
4. EARTH LOAD:
45PSF EQUIVALENT FLUID PRESSURE
DEFLECTION:
1. ROOF: L/180
2. FLOOR: L/480
PROJECT LOCATION:
SYMBOL LEGEND:
DRAWING TAG..................................................
ELEVATION TAG.................................................
SECTION TAG....................................................
INTERIOR ELEVATION TAG................................
DETAIL TAG.......................................................
DATUM TAG.......................................................
DOOR TAG........................................................
WINDOW TAG...................................................
KEYED NOTE....................................................
WALL TYPE TAG..............................................
ROOM FINISH TAG...........................................
DRAWING TITLE
Scale: 1/4" = 1'-0"1
ELEVATION TITLE
0'-0"
D-01
1
A5.1
1
A5.1
A
B
C
D A6.1
1
A8.1
W-01
1
A
ABBREVIATIONS:
PROJECT ADDRESS:
218 MCKINLEY STREET, LITTLE ROCK, ARKANSAS 72205
AFF above finished floor CMU concrete masonry unit GF ground face OH overhead SKYLT skylight
AC acoustical CONST construction GT grout OC on center (s)SL sleeve
ACPL acoustical plaster CONT continuous or continue GPDW gypsum dry wall OPNG opening SC solid core
ACT acoustical tile CORR corrugated OPP opposite S south
ADD addendum CNTR counter HDWE hardware OPH opposite hand SPKR speaker
ADH adhesive CFT cubic foot HDR header OD outside diameter SPEC specification (s)
ADJ adjacent CYD cubic yard HVAC heating, ventilating, air conditioning OA overall SQ square
ADJUST adjustable HT height SST stainless steel
AGG aggregate DPR damper HC hollow core STD standard
A/C air conditioning DP dampproofing HM hollow metal PNT paint (ed)STL steel
ALT alternate DL dead load HOR horizontal PNL panel STOR storage
ALUM aluminum DEMO demolish, demolition HB hose bibb PAR parallel SD storm drain
ANC anchor,anchorage DTL detail HWH hot water heater PRKG parking STRUCT structural
AB anchor bolt DIAG diagonal PBD particle board SUSP suspended
ANOD anodized DIAM diameter INCL include (d), (ing)PART partition SYM symmetry (ical)
APPROX approximate DIM dimension ID inside diameter PV pave (d), (ing)SYN synthetic
ARCH architect(ural)INSUL insulate (d), (ion)PVMT pavement SYS system
AD area drain DIV division INT interior PED pedestal
ASB asbestos DR door INV invert PERF perforate (d)TEL telephone
ASPH asphalt DS downspout PER perimeter TV television
AUTO automatic DWG drawing JT joint PLAS plaster TC terra cotta
DF drinking fountain PLAM plastic laminate THK thick (ness)
B.B.back to back DW dishwasher KIT kitchen PLWD plywood THR threshold
BSMT basement KO knockout PT point TLT toilet
BRG bearing E east PVC polyvinyl chloride TOL tolerance
BPL bearing plate ELEC electrical LBL label PCF pounds per cubic foot T&G tongue and groove
BJT bed joint ELEV elevation LAB laboratory PLF pounds per lineal foot T.O.M.top of masonry
BM bench mark EMER emergency LAM laminate (d)PSI pounds per square inch T.O.S.top of steel
BEL below EQ equal LAV lavatory PSL parallel strand lumber T.O.W.top of wall
BET between EQUIV equivalent LH left hand PL property line T tread
BVL beveled EQUIP equipment LT light TYP typical
BIT bituminous EST estimate LSL laminated strand lumber QT quarry tile
BLKG blocking EXH exhaust LL live load QTY quantity UR urinal
BD board EXIST existing LVL laminated veneer lumber UON unless otherwise noted
BS both sides EF each face RAD radius
BW both ways EXP exposed MH manhole/maintenance hole RWC rainwater conductor VB vapor barrier
BOT bottom EXT exterior MFR manufacture (r)REF reference VCB vinyl cove base
BLDG building EW (B)each way (bottom)MAS masonry RCP reinforced concrete pipe VCT vinyl composite tile
BUR built up roofing MO masonry opening RES resilient VERT vertical
BLKHD bulkhead FB face brick MATL material (s)RET return VIF verify in field
B.O. by others FAS fasten, fastener MECH mechanic (al)RA return air VIN vinyl
FIN finish (ed)MED medium REV revision (s), revised VNR veneer
CABT cabinet FF+E fixtures, furnishings & equipment MT metal threshold RH right hand VSB vinyl straight base
CSMT casement FFL finished floor line M meter (s)ROW right of way
CI cast iron FE fire extinguisher MM millimeter (s)R riser WSCT wainscot
CIPC cast-in-place concrete FPL fireplace MW millwork RD roof drain WTW wall to wall
CB catch basin FP fireproof MIN minimum RFG roofing WH wall hung
FRT fire-retardant treated MISC miscellaneous RM room WC water closet
CLG ceiling FLR floor (ings)MOD modular RO rough opening WP waterproofing
CEM cement FD floor drain MLD molding, moulding Ø round (diameter)WWF welded wire fabric
CTR center FTG footing RCB rubber cove base W west
CT ceramic tile FND foundation NAT natural RSB rubber straight base WDW window
CHAM chamfer FUT future NR noise reduction WG wired glass
CIRC circumference NRC noise reduction coefficient SCH schedule WM wire mesh
CLR clear(ance)GA gage, gauge NOM nominal STG seating W/O without
COL column GALV galvanized NMT nonmetallic SECT section WD wood
COMB combination GC general contractor N north SHT sheet WB wood base
COMP compress (ed), (ion), (ible)GL glass, glazing NIC not in contract SHELV shelving WPT working point
CONC concrete GVL gravel NTS not to scale SIM similar WI wrought iron
COMPACTED EARTH/SOIL FINISH WOOD
POROUS FILL/GRAVEL CONTINUOUS ROUGH FRAMING
ROCK BLOCKING
CONCRETE
BRICK PLYWOOD (SMALL SCALE)
CMU PLYWOOD (LARGE SCALE)
ALUMINUM GPDW OR PARTICLE BOARD
STEEL
RIGID INSULATIONBATT INSULATION
TYPE A
1 HOUR RATED
INTERIOR PARTITION4"UNDERSIDE OF DECK OR
STRUCTURE ABOVE - BRACE AS
REQUIRED
ANCHOR TO STRUCTURE AS
REQUIRED
CEILING AS SCHEDULED
5/8" TYPE 'X' GYPSUM BOARD
OVER EXISTING 2X4 STUDS @ 16"
O.C., TYP.
SOUND ATTENUATION
INSULATION, TYP.
ANCHOR AS REQUIRED
FIRE RATED SEALANT
AT RATED PARTITION
ONLY
FIRE RATED SEALANT
AT RATED PARTITION
ONLY
TYPE A U305 WALL SECTION - 1 HOUR RATED
Scale: 1 1/2" = 1'-0"1
A0.5
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
LIFE SAFETYIssue Date:Revisions2021.06.11218 N McKinley StreetD-108D-107D-106W-01W-01D-101
D-109D-110D-111D-103D-104D-112
D-105
B ANDERSON OFFICE
26'2" x 23'7 3/4"
RECEPTION
12'6" x 12'2"
FOYER/LOBBY
27'11 1/2" x 18'9"
STORAGE
3'10" x 3'2 3/4"
MECH.
3'10" x 3'6 1/4"
BATHROOM
7'1 1/2" x 6'11 1/2"
BATHROOM
8'6 7/8" x 8'0"
CLST.
8'0" x 2'1 1/4"
THERAPY ROOM 1
12'0" x 10'11 3/4"
HALL
11'0 5/8" x 3'7 1/2"
THERAPY ROOM 2
11'9" x 11'2 1/8"
TESTING ROOM
18'3" x 7'11 3/4"
TEACHING KITCHEN
15'5 1/8" x 12'6"
D-102D-113
THERAPY ROOM 3
18'3" x 11'11"
STAIRWELL
15'8" x 6'1"
STORAGE
7'7" x 6'1"
UP
FIRST FLOOR LIFE SAFETY PLAN
Scale: 1/4" = 1'-0"1
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
619 SF
EXIT C
A
FEC146 SF
2 OCC.
218 SF
3 OCC.
436 SF
5 OCC.
193 SF
10 OCC.
152 SF
2 OCC.
131 SF
2 OCC.132 SF
2 OCC.
12 SF
1 OCC.
14 SF
1 OCC.
7 OCC.
EXIT B
EXIT A
TRAVEL DISTANCE = 34'-6"
34'-10" < 75', SO OK
TRAVEL DISTANCE = 61'-1 3/8"61'-1 3/8" < 75', SO OKFEC
A
46 SF
1 OCC.W-01W-01W-01W-01W-01 W-01W-01W-01W-01W-01D-206
D-207D-208D-209
J ANDERSON OFFICE
11'9" x 11'7"
S PRADO OFFICE
11'9" x 11'8"
D-201D-210
D-203D-202D-204D-205THERAPY ROOM 4
12'10 1/2" x 8'9 3/4"
THERAPY ROOM 3
12'10 1/2" x 8'9 3/4"
WAITING ROOM
18'0 1/8" x 6'0"
CL.
4'0 1/8" x 3'4 7/8"
CL.
4'0 1/8" x 3'4 3/4"
PRODUCTION OFFICE
19'3" x 11'11"
STORAGE
7'7" x 6'1"
STAIRWAY
15'8" x 6'1"
DN
SECOND FLOOR LIFE SAFETY PLAN
Scale: 1/4" = 1'-0"2 SECOND FLOOR LIFE SAFETY PLAN
Scale: 1/4" = 1'-0"2
14 SF
1 OCC.
137 SF
2 OCC.
114 SF
2 OCC.
108 SF
2 OCC.
114 SF
2 OCC.
230 SF
3 OCC.
TRAVEL DISTANCE = 61'-1 1/2"
61'-1 1/2" < 75', SO OK
A
14 SF
1 OCC.FEC46 SF
1 OCC.
A
136 SF
2 OCC.
LIFE SAFETY LEGEND:
1 HOUR RATED PARTITION - REFER TO PARTITION TYPES SHEET A0.2.
PARTITION TAG - REFER TO PARTITION TYPES SHEET A0.2.
NOTE: ALL INTERIOR PARTITIONS ARE TO BE TYPE 'A' U.O.N.
ALL INTERIOR CORRIDOR WALLS ARE TO BE TYPE 'B' U.O.N.
PATH OF EGRESS - MAXIMUM TRAVEL DISTANCE < 75' (NOT-SPRINKLED)
FIRE EXTINGUISHER CABINET (SURFACE) - TYPE 4A:80B:C, TYP.
EMERGENCY EXIT LIGHT - REFER TO LIFE SAFETY PLAN
LIFE SAFETY:
APPLICABLE CODES:
2012 ARKANSAS FIRE PREVENTION CODE VOL. I, II AND III
2009 INTERNATIONAL EXISTING BUILDING CODE
2011 NATIONAL ELECTRIC CODE
2007 ANSI/ASHRAE/IESNA STANDARD 90.1
ARKANSAS ENERGY CODE RULES AND REGULATIONS FOR ENERGY EFFICIENCY STANDARDS, 2004
EDITION
2009 ARKANSAS PLUMBING CODE
2010 ARKANSAS MECHANICAL CODE
2003 ICC-ANSI 117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
PROJECT DESCRIPTION:
SELECTIVE REMOVAL AND REPLACEMENT OF INTERIOR FINISHES, REPLACEMENT OF ELECTRICAL AND
PLUMBING SYSTEMS ( NOT INCLUDED IN PROJECT SCOPE), AND A NEW 2-STORY ADDITION FOR THE
PROPOSED NEW USE AS THERAPIST/COUNSELING OFFICES.
1. OCCUPANCY TYPE - CHAPTER 3:
A. PRIMARY OCCUPANCY GROUP B - BUSINESS (CLINIC, OUTPATIENT)
2. CONSTRUCTION TYPE - CHAPTER 4 AND 6:
A. TYPE VB, NOT SPRINKLED - WOOD FRAME PARTITION, WOOD FRAME EXTERIOR
STRUCTURE.
3. GROSS BUILDING AREA - CHAPTER 5:
A. BUILDING HEIGHT ALLOWED PER TABLE 503 = 50'
BUILDING HEIGHT VARIES. MAXIMUM HEIGHT TO BE 25'- 5", SO OK.
B. NUMBER OF STORIES ALLOWED PER TABLE 503 = 3
NUMBER OF STORIES = 2 < 3, SO OK.
C. TOTAL GROSS SQUARE FOOTAGE: 18,000 SF ALLOWED PER STORY FOR
MAXIMUM OF 3 STORIES = 54,000 SF
BUSINESS OCCUPANCY:
LOWER FLOOR: 2,653.6 SF
UPPER FLOOR: 1,309.3 SF
TOTAL BUILDING SF: 3,962.9 < 54,000, SO OK.
4. FIRE RESISTANCE - CHAPTERS 4, 6, 7 & 10:
A. WITHIN FIRE DISTRICT: NO
B. BUILDING ELEMENTS IBC TABLE 601:
ASSEMBLIES / HOURLY RATING / SYSTEM DESIGN / NOTES
EXTERIOR WALLS (BEARING) / 0 HR / NONE / WOOD FRAME
INTERIOR WALLS (BEARING) / 1 HR / U305 / WHERE INDICATED
INTERIOR WALLS (NON-BEARING) / 0 HR / NONE / NONE
FLOOR CONSTRUCTION / 0 HR / NONE / SLAB ON GRADE
FLOOR CONSTRUCTION / 0 HR / NONE / WOOD FRAME
ROOF CONSTRUCTION / 0 HR / NONE / WOOD FRAME
5. OCCUPANT LOAD - CHAPTER 10:
A. OCCUPANT LOAD - EGRESS
SECTION 1004, TABLE 1004.1.2 REQUIRES 100 GSF/OCCUPANT
(BUSINESS), 20 NSF/OCCUPANT (EDUCATION), 300 GSF/OCCUPANT (STORAGE), 300
GSF/OCCUPANT (MECHANICAL),100 GSF/OCC (INSTITUTIONAL OUTPATIENT)
THEREFORE:
BUSINESS OCCUPANCY:
B ANDERSON OFFICE: 619SF / 100 GSF/OCC = 7 OCCUPANTS
RECEPTION: 152SF / 100 GSF/OCC = 2 OCCUPANTS
PRODUCTION/OFFICE: 230SF / 100 GSF/OCC = 3 OCCUPANTS
J ANDERSON OFFICE: 136SF / 100 GSF/OCC = 2 OCCUPANTS
S PRADO OFFICE: 137SF / 100 GSF/OCC = 2 OCCUPANTS
FOYER/LOBBY: 436SF / 100 GSF/OCC = 5 OCCUPANTS
WAITING ROOM: 108SF / 100 SF/OCC =2 OCCUPANTS
EDUCATION OCCUPANCY:
TEACHING KITCHEN: 193 SF / 20 NSF/OCC = 10 OCCUPANTS
MECHANICAL OCCUPANCY:
MECHANICAL: 14SF / 300 GSF/OCC = 1 OCCUPANT
INSTITUTIONAL OCCUPANCY:
THERAPY ROOM 1: 132SF / 100 GSF/OCC = 2 OCCUPANTS
THERAPY ROOM 2: 131SF / 100 GSF/OCC = 2 OCCUPANTS
THERAPY ROOM 3: 218SF / 100 GSF/OCC = 3 OCCUPANTS
TESTING ROOM: 146SF / 100 GSF/OCC = 2 OCCUPANTS
THERAPY ROOM 4: 114SF / 100 GSF/OCC = 2 OCCUPANTS
THERAPY ROOM 5: 114SF / 100 GSF/OCC = 2 OCCUPANTS
STORAGE OCCUPANCY:
STORAGE 1: 12SF / 300 GSF/OCC = 1 OCCUPANT
STORAGE 2: 14SF / 300 GSF/OCC = 1 OCCUPANT
STORAGE 3: 14SF / 300 GSF/OCC = 1 OCCUPANT
STORAGE 4: 46SF / 300 GSF/OCC=1 OCCUPANT
STORAGE 4: 46SF / 300 GSF/OCC=1 OCCUPANT
FIRST FLOOR TOTAL OCCUPANTS = 36 OCCUPANTS
SECOND FLOOR TOTAL OCCUPANTS = 16 OCCUPANTS
TOTAL BUILDING OCCUPANTS = 52 OCCUPANTS
6. MEANS OF EGRESS - CHAPTER 10:
A. MINIMUM NUMBER OF EXITS - IBC SECTION 1021.2.4
1. FOR OCCUPANT LOAD OF <500 = 2 EXITS PER FLOOR.
EXCEPTION: TABLE 1021.2(2). ONE EXIT ALLOWED FOR FIRST FLOOR WITH
LESS THAN 49 OCCUPANTS AND SECOND FLOOR WITH LESS THAN 29 OCCUPANTS
B. EXIT CAPACITY - IBC SECTION 1005.3.2,
FIRST FLOOR:
EXIT A:3'0" DOOR = 36" / 0.2"/OCC = 180 OCCUPANTS
EXIT B:3'0" DOOR = 36" / 0.2"/OCC = 180 OCCUPANTS
EXIT C:3'0" DOOR = 36" / 0.2"/OCC = 180 OCCUPANTS
TOTAL EXIT CAPACITY = 5X40 OCCUPANTS > 52, SO OK.
C. MINIMUM EGRESS STAIRWAY SIZING PER SECTION 1009.4= .3"/OCC
STAIRWAY:3' WIDTH = 36" / .3"/OCC = 120 OCCUPANTS
TOTAL EGRESS EXIT CAPACITY = 120 > 52, SO OK
D. MAXIMUM TRAVEL DISTANCE PER TABLE 1016.2 = 75' (NOT-SPRINKLED)
FOR OCCUPANCY TYPE BUSINESS B
7. PLUMBING FIXTURE CALCULATIONS - IBC PLUMBING TABLE 2902.1:
BUSINESS OCCUPANCY - 52 OCCUPANTS:
A. WATER CLOSETS: 1 PER 25 = 3 WATER CLOSETS
EXISTING TO REMAIN, OUTSIDE OF SCOPE
B. LAVATORIES: 1 PER 40 = 2 LAVATORY
2 UNISEX PROVIDED
1 KITCHEN PROVIDED, SO OK.
C. SERVICE SINK: MIN. 1 PROVIDED, SO OK.
D. DRINKING FOUNTAIN: 1 PER 100 = 1, SO OK.
FEC
A
A1.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
ARCHITECTURAL SITE PLANIssue Date:Revisions2021.06.11218 N. McKinley StreetUP
0.299 a cres
149'5.52"
N 88°17'35" W86'10.08"N 1°26'23" E149'9.96"
S 88°26'46" E
87'6"S 1°41'23" W3.13"N 3°44'17" ESITE PLAN
Scale: 1/8" = 1'-0"1
PROPOSED 2 STORY
ADDITION
1,303 GSF PER FLOOR
EXISTING BUILDING
NOT PART OF PROJECT SCOPE
1,534 GSF
54'
24' 4"24'-8"REQUIRED ADA COMPLIANT
CONNECTION
REQUIRED 5' SIDEWALK15' ROAD DEDICATION30' FROM CENTERLINE5'-0"
7'-11"MCKINLEY STREET27'-0"5'-0"TYP.11'-0"TYP.9'-0"TYP.20'-0"REQUIRED ADA COMPLIANT
CONNECTION
REQUIRED 5' WIDE ADA
COMPLIANT CROSSING - 2%
CROSS SLOPE
20'-0"
TYP.
20'0"
TYP.
20'0"
TYP.9'-0"TYP.3'-0"4'-0"7'-4"10'-2 1/2"
10'-0"
SETBACK
REQUIRED ADA COMPLIANT RAMP
REQUIRED RETAINING WALL
REQUIRED RETAINING WALL
5'-0"SETBACK8'-10 1/2"17'-0"
REQUIRED RETAINING WALL 5'-0"SETBACK9'-0"
BUFFER
EXISTING 6' PRIVACY FENCE TO
REMAIN
30'-0"TYP.1234567891011LANDSCAPE AREAS ABUTTING VEHICLE
AREAS TO BE PROTECTED BY CURB AND
GUTTER
4'-0"
SIDEWALK
5'-0"SIDEWALKAPPROXIMATE LOCATION OF
EXISTING WATER PIPE12"APPROXIMATE LOCATION OF
EXISTING PUBLIC FIRE HYDRANT
DASHED LINE REPRESENTS
GENERAL AREA OF FUTURE
SIGNAGE
LANDSCAPE LEGEND:
RED MAPLE
2" MINIMUM CALIPER @ INSTALLATION
MAGNOLIA "LITTLE GEM"
2" MINIMUM CALIPER @ INSTALLATION
WILLOW OAK
2" MINIMUM CALIPER @ INSTALLATION
INDIAN HAWTHORN
18" MINIMUM HEIGHT @ INSTALLATION
VIRGINIA SWEETSPIRE "LITTLE HENRY"
18" MINIMUM HEIGHT @ INSTALLATION
ANDORA JUNIPER
18" MINIMUM HEIGHT @ INSTALLATION
SPIREA "GOLD MOUND"
18" MINIMUM HEIGHT @ INSTALLATION
BOXWOOD "WINTERGREEN"
18" MINIMUM HEIGHT @ INSTALLATION
LIRIOPE "BIG BLUE"
1 GALLON
MUHLY GRASS
3 GALLON
GROUND COVER
TIFWAY 419 (HYBRID BERMUDA)
CONCRETE SIDEWALK
QTY:
3
5
2
31
21
45
7
7
38
10
LANDSCAPE NOTES:
1. ALL DISTURBED AREAS NOT RECEIVING SHRUBS OR GROUND COVER
MATERIAL SHALL BE SODED.
2. SOD SHALL BE TIFWAY 419 (HYBRID BERMUDA)
3. PROVIDE 3" DEPTH OF HARDWOOD MULCH IN ALL PLANTING BEDS.
4. PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS.
5. CONTRACTOR IS REPSONSIBLE FOR INSURING THAT ALL PROPOSED
LANDSCAPING IS INSTALLED IN ACCORDANCE WITH PLANS, DETAILS,
SPECIFICATIONS ( IF APPLICABLE) AND ALL LOCAL CODES AND REQUIREMENTS.
6. CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING
PRIOR TO PROCEDDING WITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING ANY CONSTRUCTION
7. QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY.
CONTRACTOR IS REPSONSIBLE FOR VERIFICATION OF ALL PLANT AND
LANDSCAPE MATERIAL QUANTITIES. SYMBOL COUNT ON PLAN TAKES
PRECEDENCE OVER QUANTITIES.
8. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S
REPRESENTATIVE AND OR THE LANDSCAPE ARCHITECT OF UNAVAILABILITY OF
SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES, THE OWNER'S
REPRESENTATIVE OR LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT
MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT
ALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER.
9. ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR
NURSERY STOCK ANSI Z60.1
10. CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG
ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD
ITS SOIL TOGETHER
10. ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL
REQUIRE WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER.
11. THE OWNERS REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT RESERVE
THE RIGHT TO REFUSE ANY MATERIAL THEY DEEM UNACCEPTABLE.
(2) Willow Oak
(9) Andora Juniper
(6) Indian Hawthorn
(3) Red Maple(9) Andora Juniper
(9) Andora Juniper
(3) Virginia Sweetspire
'Little Henry'
(3) Virginia Sweetspire
'Little Henry'
(7) Spirea
'Gold Mound'
(5) Virginia Sweetspire
'Little Henry'
(5) Virginia Sweetspire
'Little Henry'
LAWN
(9) Andora Juniper
(9) Andora Juniper
(19) Liriope 'Big Blue'
(19) Liriope 'Big Blue'
(5) Virginia Sweetspire
'Little Henry'
(5) Magnolia 'Little Gem'
(7) Boxwood 'Wintergreen'
LAWN
(7) Spirea 'Gold Mound'
(25) Indian Hawthorn
(10) Muhly Grass
6' PRIVACY FENCE WILL
BE MAINTAINED
SEE NOTE 16
SEE NOTE 16
SEE NOTE 16
NOTES
1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.
2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR
MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.
3.THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED
PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO
MORE THAN 1" OF SOIL ABOVE THE 1ST ORDER LATERAL ROOTS.
NOTES
1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.
2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR
MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.
3.THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED
PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO
MORE THAN 1" OF SOIL ABOVE THE 1ST ORDER LATERAL ROOTS.
(2) Willow Oak
(9) Andora Juniper
(6) Indian Hawthorn
(3) Red Maple(9) Andora Juniper
(9) Andora Juniper
(3) Virginia Sweetspire
'Little Henry'
(3) Virginia Sweetspire
'Little Henry'
(7) Spirea
'Gold Mound'
(5) Virginia Sweetspire
'Little Henry'
(5) Virginia Sweetspire
'Little Henry'
LAWN
(9) Andora Juniper
(9) Andora Juniper
(19) Liriope 'Big Blue'
(19) Liriope 'Big Blue'
(5) Virginia Sweetspire
'Little Henry'
(5) Magnolia 'Little Gem'
(7) Boxwood 'Wintergreen'
LAWN
(7) Spirea 'Gold Mound'
(25) Indian Hawthorn
(10) Muhly Grass
6' PRIVACY FENCE WILL
BE MAINTAINED
SEE NOTE 16
SEE NOTE 16
SEE NOTE 16
NOTES
1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.
2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR
MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.
3.THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED
PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO
MORE THAN 1" OF SOIL ABOVE THE 1ST ORDER LATERAL ROOTS.
NOTES
1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.
2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR
MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.
3.THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED
PRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NO
MORE THAN 1" OF SOIL ABOVE THE 1ST ORDER LATERAL ROOTS.
LANDSCAPE NOTES CONT.:
12. COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE
TREATMENTS OUTSIDE LANDSCAPE IMPROVEMENTS. SEE CIVIL PLANS FOR SOIL
STABILIZATION AND EROSION CONTROL.
13. WATER SOURCE WITHIN 75' OF PLANTS TO BE IRRIGATED TO BE PROVIDED
BY THE OWNER.
14. ALL HARDSCAPE MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
15. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND FOUR INCHES OF TOP SOIL APPLIED, IF ADEQUATE TOPSOIL IS
NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL,
APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE
SEEDED.SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL
HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED
FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
16. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF WORK. LOCATIONS OF EXISTING BURIED
UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE
INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1.) TO VERIFY THE LOCATIONS OF UTILITY
LINES AND ADJACENT TO THE WORK AREA 2.) TO PROTECT ALL OF THE UTILITY
LINES DURING THE CONSTRUCTION PERIOD 3.) TO REPAIR ANY AND ALL
DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF CONSTRUCTION AT NO COST TO THE OWNER.
17. IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED
COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE
EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.
A2.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
PROPOSED FLOOR PLANIssue Date:Revisions2021.06.11218 N McKinley StreetD-108D-107D-106W-01W-01D-101
D-109D-110D-111D-103D-104D-112
D-105
B ANDERSON OFFICE
26'2" x 23'7 3/4"
RECEPTION
12'6" x 12'2"
FOYER/LOBBY
27'11 1/2" x 18'9"
STORAGE
3'10" x 3'2 3/4"
MECH.
3'10" x 3'6 1/4"
BATHROOM
7'1 1/2" x 6'11 1/2"
BATHROOM
8'6 7/8" x 8'0"
CLST.
8'0" x 2'1 1/4"
THERAPY ROOM 1
12'0" x 10'11 3/4"
HALL
11'0 5/8" x 3'7 1/2"
THERAPY ROOM 2
11'9" x 11'2 1/8"
TESTING ROOM
18'3" x 7'11 3/4"
TEACHING KITCHEN
15'5 1/8" x 12'6"
D-102D-113
THERAPY ROOM 3
18'3" x 11'11"
STAIRWELL
15'8" x 6'1"
STORAGE
7'7" x 6'1"
UP
FIRST FLOOR PLAN
Scale: 1/4" = 1'-0"1
24'-4"54'-0"9'-2 1/4"10'-3 1/4"5'-0"5'-4 1/2"5'-0"11'-1 1/2"5'-1 1/2"6"5'-1 1/2"6"5'-1 1/2"10 1/2"19'-11 1/4"3'-1 1/2"6 3/4"
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
9 1/2"3'-1 1/2"14'-8 3/4"1'-9 1/4"3'-1 1/2"6"
18'-4 1/2"5'-4 1/2"6'-9 1/4"6"3'-1 1/2"8'-8 1/4"6"3'-1 1/2"4'-9"26'-6 3/4"5"5'-1 1/2"6"5'-1 1/2"6"5'-1 1/2"10 1/2"1
A5.1
2
A5.1
23'-7 1/2"17'-8"W-01W-01W-01W-01W-01 W-01W-01W-01W-01W-01D-206
D-207D-208D-209
J ANDERSON OFFICE
11'9" x 11'7"
S PRADO OFFICE
11'9" x 11'8"
D-201D-210
D-203D-202D-204D-205THERAPY ROOM 4
12'10 1/2" x 8'9 3/4"
THERAPY ROOM 3
12'10 1/2" x 8'9 3/4"
WAITING ROOM
18'0 1/8" x 6'0"
CL.
4'0 1/8" x 3'4 7/8"
CL.
4'0 1/8" x 3'4 3/4"
PRODUCTION OFFICE
19'3" x 11'11"
STORAGE
7'7" x 6'1"
STAIRWAY
15'8" x 6'1"
DN
SECOND FLOOR PLAN
Scale: 1/4" = 1'-0"2
3'-6 3/4"5'-0"7'-1 1/4"5'-0"3'-7 3/4"10'-5"5'-0"5'-7"5'-0"4'-2 1/2"5'-0"10'-0 1/4"5'-0"3'-9 1/4"24'-4"54'-0"11'-8 1/2"5'-0"4'-11 1/4"5'-0"4'-11 1/4"5'-0"8'-7 1/2"5'-0"3'-9 1/4"1
A5.1
2
A5.1
24'-3 3/4"6'-9 1/4"8'-4 1/2"3'-1 1/2"9 3/4"9'-3 1/4"3'-1 1/2"6'-0"4'-5"12'-1 3/4"8'-3 1/4"16'-0 3/4"
1'-1"6'-1 1/2"1'-0 1/2"11'-8"4'-4 3/4"
A2.2
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
PROPOSED ROOF PLANIssue Date:Revisions2021.06.11218 N McKinley StreetW-01W-01W-01W-01W-01 W-01W-01W-01W-01W-01D-206
D-207D-208D-209
J ANDERSON OFFICE
11'9" x 11'7"
S PRADO OFFICE
11'9" x 11'8"
D-201D-210
D-203D-202D-204D-205THERAPY ROOM 4
12'10 1/2" x 8'9 3/4"
THERAPY ROOM 3
12'10 1/2" x 8'9 3/4"
WAITING ROOM
18'0 1/8" x 6'0"
CL.
4'0 1/8" x 3'4 7/8"
CL.
4'0 1/8" x 3'4 3/4"
PRODUCTION OFFICE
19'3" x 11'11"
STORAGE
7'7" x 6'1"
STAIRWAY
15'8" x 6'1"
DN
ROOF PLAN
Scale: 1/4" = 1'-0"2
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
SLOPE 6:12
EAVEEAVE
EAVE
SLOPE 6:12
SLOPE 6:12SLOPE 6:12EAVE1
A5.1
ROOF FRAMING BY OTHERS -
REFER TO STRUCTURAL
2
A5.1
CRICKET
SLOPE 1:12SLOPE 1:12
A3.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
REFLECTED CEILING PLANIssue Date:Revisions2021.06.11218 N McKinley StreetD-108D-107D-106W-01W-01D-101
D-109D-110D-111D-103D-104D-112
D-105
B ANDERSON OFFICE
26'2" x 23'7 3/4"
RECEPTION
12'6" x 12'2"
FOYER/LOBBY
27'11 1/2" x 18'9"
STORAGE
3'10" x 3'2 3/4"
MECH.
3'10" x 3'6 1/4"
BATHROOM
7'1 1/2" x 6'11 1/2"
BATHROOM
8'6 7/8" x 8'0"
CLST.
8'0" x 2'1 1/4"
THERAPY ROOM 1
12'0" x 10'11 3/4"
HALL
11'0 5/8" x 3'7 1/2"
THERAPY ROOM 2
11'9" x 11'2 1/8"
TESTING ROOM
18'3" x 7'11 3/4"
TEACHING KITCHEN
15'5 1/8" x 12'6"
D-102D-113
THERAPY ROOM 3
18'3" x 11'11"
STAIRWELL
15'8" x 6'1"
STORAGE
7'7" x 6'1"
UP
R
R
R R R
R
RR
R
RR
R
R RR
R R
R
R
RR
R
RR
FIRST FLOOR REFLECTED CEILING PLAN
Scale: 1/4" = 1'-0"1
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
1
A5.1
2
A5.1 W-01W-01W-01W-01W-01 W-01W-01W-01W-01W-01D-206
D-207D-208D-209
J ANDERSON OFFICE
11'9" x 11'7"
S PRADO OFFICE
11'9" x 11'8"
D-201D-210
D-203D-202D-204D-205THERAPY ROOM 4
12'10 1/2" x 8'9 3/4"
THERAPY ROOM 3
12'10 1/2" x 8'9 3/4"
WAITING ROOM
18'0 1/8" x 6'0"
CL.
4'0 1/8" x 3'4 7/8"
CL.
4'0 1/8" x 3'4 3/4"
PRODUCTION OFFICE
19'3" x 11'11"
STORAGE
7'7" x 6'1"
STAIRWAY
15'8" x 6'1"
DN
R
R
R
R
R
R
R
R R
R
R
R
R
RR
R
R
R
RR
RR
RR
RR R
RR
RR
R R
RR
R R
RR
SECOND FLOOR REFLECTED CEILING PLAN
Scale: 1/4" = 1'-0"2
1
A5.1
2
A5.1
A4.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
EXTERIOR ELEVATIONSIssue Date:Revisions2021.06.11218 N McKinley StreetSOUTH ELEVATION
Scale: 1/4" = 1'-0"1
FINISH FLOOR
0"
CEILING
9'-0"
FINISH FLOOR
10'-0"
BEARING
19'-0"
T.O. ROOF
25'-5"
BEARING
8'-0"
T.O. ROOF
15'-6"
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
BRICK TO MATCH EXISTING
DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
CRICKET
WEST ELEVATION
Scale: 1/4" = 1'-0"2
FINISH FLOOR
0"
CEILING
9'-0"
FINISH FLOOR
10'-0"
BEARING
19'-0"
T.O. ROOF
25'-5"
BEARING
8'-0"
T.O. ROOF
15'-6"
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
BRICK TO MATCH EXISTING
DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
DOORS AS SCHEDULED
5'-0"
TYP.4'-0"TYP.2'-8"TYP.DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
5'-0"
TYP.4'-0"TYP.2'-8"TYP.
A4.2
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
EXTERIOR ELEVATIONSIssue Date:Revisions2021.06.11218 N McKinley StreetNORTH ELEVATION
Scale: 1/4" = 1'-0"1
FINISH FLOOR
0"
CEILING
9'-0"
FINISH FLOOR
10'-0"
BEARING
19'-0"
T.O. ROOF
25'-5"
BEARING
8'-0"
T.O. ROOF
15'-6"
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
BRICK TO MATCH EXISTING
DOORS AS SCHEDULED
CRICKET
EAST ELEVATION
Scale: 1/4" = 1'-0"2
FINISH FLOOR
0"
CEILING
9'-0"
FINISH FLOOR
10'-0"
BEARING
19'-0"
T.O. ROOF
25'-5"
BEARING
8'-0"
T.O. ROOF
15'-6"
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
BRICK TO MATCH EXISTING
DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
DOORS AS SCHEDULED
A5.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
BUILDING SECTIONSIssue Date:Revisions2021.06.11218 N McKinley StreetBUILDING SECTION
Scale: 1/4" = 1'-0"1
FINISH FLOOR
0"
BEARING
19'-0"
T.O. ROOF
25'-5"
1
A5.2
CEILING
9'-0"
FINISH FLOOR
10'-0"
BUILDING SECTION
Scale: 1/4" = 1'-0"2
FINISH FLOOR
0"
CEILING
9'-0"
FINISH FLOOR
10'-0"
BEARING
19'-0"
T.O. ROOF
25'-5"
BEARING
8'-0"
T.O. ROOF
15'-6"
2
A5.2
3
A5.2
EXISTING BUILDING OUTSIDE OF
PROJECT SCOPE
A5.2
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
WALL SECTIONSIssue Date:Revisions2021.06.11218 N McKinley StreetSOUTH WALL SECTION
Scale: 1/2" = 1'-0"1
1'-10"
4"1'-6"
AIR SPACE, TYP. - MIN. 1"
GRADE VARIES - SLOPE AWAY
FROM BUILDING MIN. 2%, TYP.
1/2" ANCHOR BOLT @ 48" O.C.,
TYP. AT PERIMETER
2X4 P.T. SILL PLATE, TYP.
MIN. 15 MIL VAPOR BARRIER, TYP.
COMPACTED SUBGRADE, TYP.
MIN. 4" FREE DRAINING GRAVEL
FILL, TYP.
POURED IN PLACE REINFORCED
CONCRETE FOOTING, TYP. -
REFER TO FOUNDATION PLAN
MIN. 2" RIGID PERIMETER
INSULATION - EXTEND MIN. 4'-0"
TO INTERIOR OF SLAB
STEEL TROWEL FINISHED
CONCRETE SLAB, TYP.
#5 REBAR 12" O.C.E.W.
CONTINUOUS WEEP FLASHING AT
BASE, TYP. PROVIDE OPEN HEAD
JOINTS EVERY 24".
LIQUID APPLIED WEATHER
BARRIER MIN. 6" EACH SIDE OF
WEEP FLASHING, TYP.
GALVANIZED STEEL BRICK TIE
SPACED 16" VERTICALLY AND 16"
HORIZONTALLY, TYP.
FINISH FLOOR EL.
0"
BRICK VENEER TO MATCH
EXISTING, TYP.
FINISH FLOOR EL.
10'-0"
BEARING EL.
19'-0"
FLOOR FRAMNG BY OTHERS -
REFER TO STRUCTURALDOUBLE TOP PLATE
CEILING EL.
8'-0"
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
SILL PLATE
1X FINISH TRIM - PAINTED, TYP.
1X FINISH TRIM - PAINTED, TYP.
1
A8.1
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
2X4 CEILING STRUCTURE
1/2" GYPSUM BOARD - PAINTED,
TYP.
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
2X4 CEILING STRUCTURE
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
1/2" EXTERIOR SHEATHING
WEST WALL SECTION
Scale: 1/2" = 1'-0"2
1/2" ANCHOR BOLT @ 48" O.C.,
TYP. AT PERIMETER
2X4 P.T. SILL PLATE, TYP.
MIN. 15 MIL VAPOR BARRIER, TYP.
COMPACTED SUBGRADE, TYP.
MIN. 4" FREE DRAINING GRAVEL
FILL, TYP.
POURED IN PLACE REINFORCED
CONCRETE FOOTING, TYP. -
REFER TO FOUNDATION PLAN
MIN. 2" RIGID PERIMETER
INSULATION - EXTEND MIN. 4'-0"
TO INTERIOR OF SLAB
STEEL TROWEL FINISHED
CONCRETE SLAB, TYP.
#5 REBAR 12" O.C.E.W.
FINISH FLOOR EL.
0"
FINISH FLOOR EL.
10'-0"
BEARING EL.
19'-0"
FLOOR FRAMNG BY OTHERS -
REFER TO STRUCTURAL
CEILING EL.
8'-0"
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
1/2" GYPSUM BOARD - PAINTED,
TYP.
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
2X4 CEILING STRUCTURE
DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
DOUBLE 2X10 HEADER WITH 1/2"
PLYWOOD FLITCH PLATE
DOUBLE 2X4 SILL
AIR SPACE, TYP. - MIN. 1"
GRADE VARIES - SLOPE AWAY
FROM BUILDING MIN. 2%, TYP.
CONTINUOUS WEEP FLASHING AT
BASE, TYP. PROVIDE OPEN HEAD
JOINTS EVERY 24".
LIQUID APPLIED WEATHER
BARRIER MIN. 6" EACH SIDE OF
WEEP FLASHING, TYP.
GALVANIZED STEEL BRICK TIE
SPACED 16" VERTICALLY AND 16"
HORIZONTALLY, TYP.
BRICK VENEER TO MATCH
EXISTING, TYP.
DOUBLE TOP PLATE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
1X FINISH TRIM - PAINTED, TYP.
1X FINISH TRIM - PAINTED, TYP.
2X4 CEILING STRUCTURE
SILL PLATE
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
1/2" EXTERIOR SHEATHING
1/2" EXTERIOR SHEATHING
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EAST WALL SECTION
Scale: 1/2" = 1'-0"3
2
A8.1
2X4 P.T. SILL PLATE, TYP.
MIN. 15 MIL VAPOR BARRIER, TYP.
MIN. 4" FREE DRAINING GRAVEL
FILL, TYP.
POURED IN PLACE REINFORCED
CONCRETE FOOTING, TYP. -
REFER TO FOUNDATION PLAN
MIN. 2" RIGID PERIMETER
INSULATION - EXTEND MIN. 4'-0"
TO INTERIOR OF SLAB
STEEL TROWEL FINISHED
CONCRETE SLAB, TYP.
#5 REBAR 12" O.C.E.W.
FINISH FLOOR EL.
0"
FINISH FLOOR EL.
10'-0"
BEARING EL.
19'-0"
FLOOR FRAMING BY OTHERS -
REFER TO STRUCTURAL
CEILING EL.
8'-0"
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
1/2" GYPSUM BOARD - PAINTED,
TYP.
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
2X4 CEILING STRUCTURE
DOUBLE HUNG 4'-0" X 5'-0"
WINDOW, TYP.
DOUBLE 2X10 HEADER WITH 1/2"
PLYWOOD FLITCH PLATE
DOUBLE 2X4 SILL
AIR SPACE, TYP. - MIN. 1"
LIQUID APPLIED WEATHER
BARRIER MIN. 6" EACH SIDE OF
WEEP FLASHING, TYP.
BRICK VENEER TO MATCH
EXISTING, TYP.
DOUBLE TOP PLATE
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
1X FINISH TRIM - PAINTED, TYP.
COMPACTED SUBGRADE, TYP.
1/2" BACKER ROD AND SEALANT
AT JOINT
CONTINUOUS WEEP FLASHING AT
BASE, TYP. PROVIDE OPEN HEAD
JOINTS EVERY 24".
BOTTOM OF BRICK STEPS DOWN
WITH SLOPE OF CRICKET
2X4 CEILING STRUCTURE
DOUBLE TOP PLATE
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
1/2" EXTERIOR SHEATHING
A5.3
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
TOPOGRAPHY SECTIONSIssue Date:Revisions2021.06.11218 N McKinley StreetBUILDING SECTION
Scale: 1/8" = 1'-0"1
EXISTING BUILDING TO REMAIN -
APPROXIMATE F.F.E 485'0"
2 STORY ADDITION
EXISTING SINGLE FAMILY HOUSE -
APPROXIMATE F.F.E 488'6"
EXISTING 6' FENCE
T.O. ROOF
25'-5"
FINISH FLOOR
0"
T.O. ROOF
15'-6"
A7.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
DOOR AND WINDOW SCHEDULES & DETAILSIssue Date:Revisions2021.06.11218 N McKinley StreetDOOR SCHEDULE
NOMINAL SIZE DOOR STYLE DOOR FRAME FIRE RATING HARDWARE DOOR AND FRAME DATA
MARK WIDTHHEIGHTSLAB STYLEDOOR MATLFRAME MATLHEAD DETAILJAMB DETAILFRAMEDOOR SLABHWRE SETFUNCTIONDOOR MODEL FRAME COMMENTS
D-101 3'0"6'8"FLUSH STL HM 4/A7.1 8/A7.1 45 MIN.45 MIN.1 ENTRY ONLY
EXTERIOR KEYED ACCESS
PANIC HARDWARE.
D-102 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 45 MIN.45 MIN.2 PRIVACY
D-103 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-104 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-105 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 45 MIN.45 MIN.2 PRIVACY PANIC HARDWARE
D-106 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 NOT FUNCTIONAL
D-107 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 1 ENTRY PANIC HARDWARE
D-108 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 NOT FUNCTIONAL
D-109 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 NOT FUNCTIONAL
D-110 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 1 ENTRY
D-111 5'0"6'8"GLASS ALUM ALUM 2/A7.1 6/A7.1 NOT FUNCTIONAL
D-112 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-113 6'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-201 3'0"6'8"PANEL ALUM ALUM 4/A7.1 8/A7.1 45 MIN.45 MIN.2 PRIVACY PANIC HARDWARE
D-202 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PASSAGE
D-203 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PASSAGE
D-204 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-205 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-206 2'6"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-207 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-208 3'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-209 2'6"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
D-210 6'0"6'8"PANEL ALUM ALUM 3/A7.1 7/A7.1 2 PRIVACY
BRICK VENEER TO MATCH
EXISTING, TYP.
FLASHING AND WEEPS, TYP. AT
ALL OPENINGS
STEEL ANGLE LINTEL, TYP. -
EXTEND MIN. 8" EACH SIDE OF
MASONRY OPENING
WINDOW/DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.SEALANT AT PERIMETER OF
OPENING, TYP.
1X6 WD HEAD TRIM, TYP. -
PAINTED
LVL HEADER, TYP. - CONTRACTOR
TO SIZE ACCORDING TO OPENING
WIDTH
SHIM AS REQUIRED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
PRECAST ROWLOK SILL, TYP. - AS
SELECTED BY OWNER
BRICK VENEER AS SPECIFIED, TYP.
EXTERIOR SHEATHING AS
SPECIFIED
DBL 2X4 SILL, TYP.
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL DEPTH
OF STUD CAVITY, TYP. (R-13)
1X4 WD APRON TRIM, TYP. -
PAINTED
1X WD SILL, TYP. - PAINTED
3/4"
WINDOW AS SCHEDULED, TYP.
FLEXIBLE SELF-ADHERING SILL
FLASHING, TYP.
SELF-ADHERING FLASHING TAPE OVER
WINDOW FLANGE, TYP. ALL SIDES -
INSTALL PER MANUFACTURER'S
PUBLISHED INSTRUCTIONS
SILL DETAIL - WINDOW
Scale: 1 1/2" = 1'-0"9
HEAD DETAIL - WINDOW
Scale: 1 1/2" = 1'-0"1
JAMB DETAIL - WINDOW
Scale: 1 1/2" = 1'-0"5
BRICK VENEER TO MATCH
EXISTING, TYP.
FLASHING AND WEEPS, TYP. AT
ALL OPENINGS
STEEL ANGLE LINTEL, TYP. -
EXTEND MIN. 8" EACH SIDE OF
MASONRY OPENING
WINDOW/DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.
1X WD CASING TRIM, TYP. -
PAINTED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
KING STUD, TYP. EACH SIDE OF
JAMB
DBL JACK STUD, TYP. - EACH SIDE
OF JAMB
OPEN CELL SPRAY FOAM
INSULATION FULL DEPTH OF STUD
CAVITY, TYP. (R-13)
HEAD DETAIL - DOOR
Scale: 1 1/2" = 1'-0"2
JAMB DETAIL - DOOR
Scale: 1 1/2" = 1'-0"6
DOOR HEAD DETAIL
Scale: 1 1/2" = 1'-0"3
SOUND ATTENUATION INSULATION
AT ALL BEDROOM AND
BATHROOM PARTITIONS
DBL 2X10 HEADER W/ 1/2"
PLYWOOD FLITCH PLATE, TYP. -
MAX. WIDTH OF 6’-0”
DOOR AS SCHEDULED
WD DOOR CASING, TYP. - PAINTED
1/2" GYPSUM BOARD OVER 2X WD
FRAMING, TYP. - PAINTED
SEALANT AT PERIMETER, TYP.
DOOR JAMB DETAIL
Scale: 1 1/2" = 1'-0"7
SOUND ATTENUATION
INSULATION AT ALL BEDROOM
AND BATHROOM PARTITIONS
1X4 WD OR MDF TRIM, TYP. -
PAINTED
DOOR AS SCHEDULED
WD DOOR CASING, TYP. - PAINTED
1/2" GYPSUM BOARD OVER 2X WD
FRAMING, TYP. - PAINTED
KING STUD, TYP. EACH SIDE OF
JAMB
DBL JACK STUD, TYP. - EACH SIDE
OF JAMB
BRICK VENEER TO MATCH
EXISTING, TYP.
FLASHING AND WEEPS, TYP. AT
ALL OPENINGS
STEEL ANGLE LINTEL, TYP. -
EXTEND MIN. 8" EACH SIDE OF
MASONRY OPENING
ENTRY DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.SEALANT AT PERIMETER OF
OPENING, TYP.
1X6 WD HEAD TRIM, TYP. -
PAINTED
DOUBLE 2X10 WD HEADER WITH
1/2" PLYWOOD FLITCH PLATE, TYP.
SHIM AS REQUIRED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
BRICK VENEER TO MATCH
EXISTING, TYP.
ENTRY DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.
1X6 WD JAMB TRIM, TYP. -
PAINTED
SHIM AS REQUIRED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
DOOR HEAD/JAMB TRIM AND BRICK MOLD,
TYP. BY DOOR MANUFACTURER - FINISH AS
SELECTED BY OWNER
DBL JACK STUD AND SINGLE KING
STUD, TYP. AT ALL JAMBS
1X6 WD OR MDF HEAD TRIM, TYP.
- PAINTED
BRICK VENEER TO MATCH
EXISTING, TYP.
FLASHING AND WEEPS, TYP. AT
ALL OPENINGS
STEEL ANGLE LINTEL, TYP. -
EXTEND MIN. 8" EACH SIDE OF
MASONRY OPENING
ENTRY DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.2" HOLLOW METAL DOOR FRAME -
GROUT FILLED
1X6 WD HEAD TRIM, TYP. -
PAINTED
DOUBLE 2X10 WD HEADER WITH
1/2" PLYWOOD FLITCH PLATE, TYP.
SHIM AS REQUIRED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
DOOR HEAD DETAIL
Scale: 1 1/2" = 1'-0"4
DOOR JAMB DETAIL
Scale: 1 1/2" = 1'-0"8
BRICK VENEER TO MATCH
EXISTING, TYP.
ENTRY DOOR AS SCHEDULED,
TYP.
SEALANT AT PERIMETER OF
OPENING, TYP.
2" HOLLOW METAL DOOR FRAME -
GROUT FILLED
1X6 WD JAMB TRIM, TYP. -
PAINTED
SHIM AS REQUIRED
1/2" GYPSUM BOARD OVER 2X4
WD STUDS @ 16" O.C., TYP. -
PAINTED
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
EXTERIOR SHEATHING AS
SPECIFIED, TYP.
DBL JACK STUD AND SINGLE KING
STUD, TYP. AT ALL JAMBS
A8.1
COMMERCIAL OFFICELittle Rock, ArkansasADDITION300 S Spring Street
Suite 720
Little Rock, Arkansas 72201
[p] 501.260.7506
[w] www.roguearch.com
ROGUE Architecture PLLC
EXTERIOR DETAILSIssue Date:Revisions2021.06.11218 N McKinley StreetEAVE DETAIL
Scale: 1 1/2" = 1'-0"1
BEARING EL.
19'-0"
ARCHITECTURAL ASPHALT
SHINGLES OVER 2 LAYERS 15#
FELT OVER STRUCTURE BY
OTHERS
1X FINISH TRIM - PAINTED, TYP.
1X FASCIA - PAINTED, TYP.
1/2" GYPSUM BOARD - PAINTED,
TYP.
1/2" GYPSUM BOARD CEILING -
PAINTED, TYP.
2X4 CEILING STRUCTURE
1X WOOD SOFFIT - PAINTED, TYP.
BRICK TO MATCH EXISTING
PREFORMED METAL FLASHING
2X OUTRIGGERS AT 16" O.C.
DOUBLE 2X4 TOP PLATE
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
1/2" EXTERIOR SHEATHING
CRICKET DETAIL
Scale: 1 1/2" = 1'-0"2
2X4 P.T. SILL PLATE, TYP.
FINISH FLOOR EL.
10'-0"
FLOOR FRAMING BY OTHERS -
REFER TO STRUCTURAL
CEILING EL.
8'-0"
1/2" GYPSUM BOARD - PAINTED,
TYP.
BOTTOM OF BRICK STEPS DOWN
WITH SLOPE OF CRICKET
2X4 CEILING STRUCTURE
DOUBLE TOP PLATE
LIQUID APPLIED WEATHER
BARRIER MIN. 6" EACH SIDE OF
WEEP FLASHING, TYP.
CONTINUOUS WEEP FLASHING AT
BASE, TYP. PROVIDE OPEN HEAD
JOINTS EVERY 24".
TPO ROOFING
1" RIGID INSULATION
3/4" DECKING
2X SUPPLEMENTAL FRAMING -
COORDINATE IN FIELD
FLASHING AND COUNTER
FLASHING
STEEL ANGLE
OPEN CELL SPRAY FOAM FULL
DEPTH OF STUD CAVITY, TYP.
(R-13)
1/2" EXTERIOR SHEATHING