105 market street - loopnet...mil epdm roof membrane. provide roof pavers on adjustable pedestals...
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All information furnished regarding property for sale, rental or financing is from sources deemed reliable. No representation is made as to the accuracy thereof, and it is submitted subject to errors, omissions, change of price, rental, or other conditions, prior sale lease, financing or withdrawal without notice. Hanna Langholz Wilson Ellis will make no representation,and assume no obligation, regarding the presence or absence of toxic or hazardous waste or substances or other undesirable material on or about the property.
105 MARKET STREETPittsburgh, PA 15222
CBD OFFICE BUILDING | FOR LEASE
C O N T A C TJim Winter [email protected]
6,792 SF office building for lease - 2,264 SF per floor
Space offers open layouts, exposed brick and beam on all three floors.
1st Floor (Retail): $18.00 per SF NNN2 -3 Floors (Office): $19.50 per SF plus utilities and janitorial
Excellent location near Market Square amenities
Multiple parking options available nearby
C O N T A C T
All information furnished regarding property for sale, rental or financing is from sources deemed reliable. No representation is made as to the accuracy thereof, and it is submitted subject to errors, omissions, change of price, rental, or other conditions, prior sale lease, financing or withdrawal without notice. Hanna Langholz Wilson Ellis will make no representation,and assume no obligation, regarding the presence or absence of toxic or hazardous waste or substances or other undesirable material on or about the property.
One PPG Place • Suite 1640 • Pittsburgh, PA 15222 412.261.2200 • HannaLWE.com
Jim Winter [email protected]
GROUND FLOOR PLANSCALE: 1/8" = 1'-0"
E
SW
NORTH
CROOM L
68
'-21 2"
33'-3"
CROOM L
68
'-21 2"
33'-3"
14
'-0"
13
'-81 2"
13
'-8"
4'-6
"
SECOND FLOOR PLANSCALE: 1/8" = 1'-0"
E
SW
NORTH
CROOM L
52
'-4"
33'-3"
52
'-4"
14
'-0"
THIRD FLOOR PLANSCALE: 1/8" = 1'-0"
E
SW
NORTH
CROOM L
52
'-4"
31'-8"
52
'-4"
ROOF PLANSCALE: 1/8" = 1'-0"
E
SW
NORTH
4" ROOF DRAIN
EXISTINGRTU-1
EXISTINGRTU-2
EXIST W12 STL BEAM
EXIST'G36" x 60"ROOFACCESSDOOR
NET AREA: 2264 SF NET AREA: 2264 SF NET AREA: 1722 SFBASEMENT FLOOR PLANSCALE: 1/8" = 1'-0"
E
SW
NORTH
68
'-21 2"
33'-3"1
2'-1
0"
14
'-51 2"
NET AREA: 2264 SF
EXIST W12 STL BEAM
CROOM L
GROUNDFLOORTENANT
2264 SF
SECOND FLOORTENANT
2264 SF
THIRD FLOORTENANT
1722 SF
STAIR B
ROOF DECK BELOW
SLO
PE
SLO
PE
EXHAUSTFAN
AD
JAC
ENT
STR
UC
TURE
AD
JAC
ENT
STR
UC
TURE
RTU-2SERVICE3rd FLR
RTU-1SERVICE2nd FLR
SKYLIGHT ABOVE
NEW ROOFOVERFLOWSCUPPER
11
'-11
"
4'-1
1"
5'-0"
7'-4
"
4'-6"8'-4"
10'-1
11 2"
7'-1
"
4'-1114"7'-7"
8'-1
13 4"
5'-0"
8'-412"
4'-5"
7'-714"
8'-7
1 2"
5'-4
"
5'-0" 2'-614"
2AA1.2
1AA1.2
4DA5.1
A
B
B
A
B
B
A
A
AE
E
E B
B
E
6'-4
"7
'-6"
6EA3.1
4CA3.1
5EA3.1
6'-4
"
7'-6
"
10
'-11 2"
DD
D
6'-8
"
D
1CA3.2
1DA3.2
1EA3.2
4'-0"
5'-0"
3'-6
"
5'-2
1 2"+
-
5EA3.1
6EA3.1
4CA3.1
D
12'-4
1 2"
11"
W12x225'-1"
W12x14
2" GALV DECK
6GA3.1
6FA3.1
15'-10"
12'-10"
3'-6
"
13'-3
3 4"
6'-8
"
CLEAR MIN
2'-1
0"
CLE
AR
B
MIN
5'-314"3'-0"
D
B
+_
5'-11" 5'-0"
7'-0"
4'-1
1"
5'-0"
1'-0
1 4"
2'-6
" ESLOPE
DS
NEW WORK KEY NOTES
NEW 1" INSULATED GLASS IN ALUMINUM STOREFRONT SYSTEM.STOREFRONT HEIGHT SHALL BE10'-0".
NEW CONCRETE RAMP AND LANDINGS ON REINFORCED CONCRETESLAB ON 2" GALVANIZED METAL DECK. DECK SHALL BESUPPORTED WITH NEW MASONRY BEARING WALL INSTALLED INBASEMENT. SEE BASEMENT PLAN.
NEW METAL WALL PANELS ON EXISTING MASONRY WALL. FOREXISTING WALL AS REQUIRED TO RECEIVE NEW PANEL, PANELEQUAL TO : ATAS RIGID WALL, MFR160
.040 ALUMINUMCLEAR ANODIZED FINISH
PROPOSED NEW SHAFT. PROVIDE CLEAR OPENING TO SIZEINDICATED. HEADER EXISTING FLOOR JOIST AS REQUIRED. SHAFTSHALL BE 1-HOUR FIRE RATED.
PROPOSED NEW SHAFT. PROVIDE CLEAR OPENING TO SIZEINDICATED. HEADER EXISTING FLOOR JOIST AS REQUIRED. THISSHAFT DOES NOT REQUIRE FIRE RATING.
NEW 36"X80"H, 60 MINUTE DOOR WITH CLOSER.
NEW SKYLIGHT. 24" x 60"
NEW ROOF, ROOF DECK AND PAVER SYSTEM: WORK SHALL INCLUDECOMPLETE REMOVAL OF EXISTING ROOF SYSTEM TO WOODSUBSTRATE. INSTALL NEW RIGID INSULATION (R-22) AND NEW 60MIL EPDM ROOF MEMBRANE. PROVIDE ROOF PAVERS ONADJUSTABLE PEDESTALS EQUAL TO: TILE TECH PAVERS
IPE DECK TILES
NEW MOP SINK.
NEW HI-LO DRINKING FOUNTAINS.
NEW EXIT SIGNS.
NEW POWDER COATED PAINTED STEEL RAIL.
PROVIDE 2 NEW LAYERS OF GYPSUM BOARD TO GROUND FLOORCEILING. REQUIRED ONLY IF OTHER THAN USE GROUP B OCCUPIESGROUND FLOOR. REFER TO DETAIL 2E/A1.1
NEW EPDM 60 MIL ROOF ON NEW R-22 RIGID ROOF INSULATIONBOARD. INSULATION CONT. ABOVE EXISTING ROOF DECK.REPAIR ROOF DECK AS REQUIRED UPON REMOVAL OF EXISTINGROOF SYSTEM.
NEW ROOF DRAIN. PROVIDE NEW 4" RAIN LEADER THROUGHBUILDING TIE INTO EXISTING STORM AT BASE OF STRUCTURE.
TAPERED ROOF INSULATION AND/ OR 'CRICKET' SYSTEM.
LEGEND
EXISTING DOOR
NEW DOOR - 36" WIDE x 84" HGT, SOLID CORE WOOD, CLEARBIRCH. ( STAIR DOORS SHALL BE 45 MINUTE RATED )
EXISTING PARTITION
NEW PARTITION:3-5/8" MTL STUDS @ 16" O.C. W/ 58" GWB EA. SIDE
NEW RATED PARTITION:3-5/8" MTL STUDS @ 16" O.C. W/ 5
8" GWB EA. SIDE(TYPE 'X' GYPSUM BOARD )-SEE PARTITION TYPES ON SHT A1.2
REPAIR/ REPLACE EXISTING 36" DIAMETER SKYLIGHT SYSTEM.
EXISTING PULL DOWN ATTIC ACCESS LADDER.
INSTALL NEW 1" INSULATED GLAZING. FRAME NEW WINDOW OPENINGTO MATCH ADJACENT.
NEW HANDRAIL ON EACH SIDE OF STAIR. HANDRAIL SHALL BE 1-1/4"ROUND WOOD RAIL ON METAL BRACKET SPACED @ 48" O.C.
PAINT EXISTING STEEL BEAM.
NEW CONCRETE SIDEWALK. SLOPE AS REQUIRED TO ALIGN WITHNEW BUILDING ACCESS RAMP AND EXIT DOOR OF STAIR A.
PROVIDE AND INSTALL GALVANIZED SPIRAL DUCT THROUGHOUT 2NDAND 3RD FLOOR TENANT SPACES.
CABLE SUSPENDED FLUORESCENT PENDANT LIGHT FIXTURE.2 LAMP, T8, OCCUPANCY SENSOR WITH SWITCH.
6 FOOT LONG PLASTIC LAMINATE BASE AND WALL CABINET WITHPLASTIC LAMINATE COUNTERTOP.
34" GYP CRETE FLOOR UNDERLAYMENT ON 2ND AND 3RD FLOORS.
REPOINT EXISTING MASONRY WALLS (EXPOSED DURINGDEMOLITION) CLEAN MASONRY AND SEAL. EXISTING BRICK WALLSTO REMAIN 'EXPOSED'. CLEANED OF WALL PLASTER AND EXPOSEDFASTENERS. SEAL MASONRY WITH COMPATIBLE SEALER.
PROVIDE 10 RECESS FLOOR BOXES PER FLOOR ( 2ND AND 3RDFLOORS) WITH MONUMENT POWER/DATA.
12" CLEAR TEMPERED GLASS SET IN U BASE CHANNEL AND
CONTINUOUS ALUMINUM STOREFRONT HEAD.
LAMINATE 12" GYPSUM BOARD ON EXISTING CEILING-LEVEL 5 FINISH
GYP BOARD ENCLOSURE AROUND NEW RAIN LEADER-5/8" GYPSUMBOARD ON 2-1/2" MTL STUDS- PROVIDE CONT. 3" SOUND BATT
NEW PRIVACY SCREEN WALL. FRAME WITH P.T. 2x FRAMING. CLADW/ 1x CEDAR PLANKING ( HORIZONTAL )
INFILL ROUGH OPENING WITH MASONRY-FILL ALL VOIDS SOLID WITHMORTAR
NEW LAY-IN SINK IN PLASTIC LAMINATE COUNTERTOP.LAV: AMERICAN STANDARD, AQUALYN COUNTERTOP SINKMODEL NO. 0475 (COLOR: WHITE)
REMOVE EXISTING SKYLIGHT AND INFILL FRAME ROOF AS REQUIRED.
GENERAL NOTES
1. REFER TO EXISTING CONDITIONS SURVEY + SCHMATICDESIGN NARRATIVE PREPARED BY WILSON LAWLERENGINEERING, DATED APRIL 30, 2014, FOR MECHANICAL,ELECTRICAL AND PLUMBING WORK DESCRIPTION.
2. PROVIDE NEW EXIT SIGNS AT EGRESS DOORS. REFER TO NEWWORK FLOOR PLANS.
3. 2-HOUR FIRE SEPARATION REQUIRED BETWEEN OCCUPANCIESON GROUND FLOOR AND SECOND FLOOR.( PROPOSED ASSEMBLY OR RETAIL OCCUPANCY )REFER TO UL FLOOR/ CEILING DETAIL 2E/A1.1.
4. PROVIDE AND INSTALL RECESS FLUORESCENT FIXTURES INNEW TOILET ROOMS AS REQUIRED.
5. ALL MASONRY VOIDS SHALL BE FILLED SOLID WITH MASONRYMATERIAL BEFORE ALL WALLS ARE FURRED ANDCOVRED-TYPICAL
NEW WORK KEY NOTES
EXISTING COPING TO REMAIN AT ROOF'S SOUTH SIDE. EXTEND NEWROOF MEMBRANE UNDERNEATH AS REQUIRED.
NEW BRICK MASONRY CORNER-PROVIDE NEW CORNER JAMB WITHCOMPATIBLE BRICK-TOOTH INTO EXISTING
NEW WOOD BEAM: (2) 9 14" LVL's ( 3 12" BR'G EACH SIDE )
INFILL FLOOR FRAMING. 2X10 FLOOR JOISTS @ 16" O.C. WITHNEW 34" PLYWOOD FLOOR SHEATHING.
PROVIDE NEW ALUM HANDRAIL ON EACH SIDE OF RAMP.
NEW 8" CMU WALL ON 12"D x 24"W FOOTING.SEE SECTION 6E / A3.1 FOR ADDITIONAL DETAIL.
INSTALL MIN. 1-HOUR CEILING/FLOOR ASSEMBLY BOTH ABOVE ANDBELOW AREA INDICATED. REFER TO SECTION 3E / A1.1
NEW 8" CMU PIER FILL SOLID WITH GROUT.8x16 PIER DIMENSION ON NEW 24" x 24" FOOTING
ALUM GUTTER AND DOWNSPOUT-DRAIN TO ROOF BELOW
NEW WORK KEY NOTES
2EFLOOR/CEILING ASSEMBLY
2 LAYERS 5/8" TYPE "X" GYPSUMBOARD ON 1/2" RESILIENTCHANNELS @16" O.C.
2-HOUR
A1.1
WOOD JOIST
WOOD SUBFLOOR
UL DESIGN NO. L536
NOTE: THIS DETAIL SHALL BE UTILIZED FOR THE FIRST FLOORCEILING IF OTHER THAN A GROUP B OCCUPANCY OCCUPIESTHE BUILDINGS FIRST FLOOR.
3EFLOOR/CEILING ASSEMBLY
2 LAYERS 5/8" TYPE "X" GYPSUMBOARD (FIRE-SHIELD GYP BOARD)JOINTS OFFSET 24" FROM BASE LAYER
1-HOUR
A1.1
2X WOOD JOIST
( 12" MIN. STRUCTURAL PANEL)
DESIGN NO: FM FC-172 (FC 5406)
WOOD SUBFLOOR
( 2x10 MIN )
1" MIN. FLOOR TOPPING
UL DESIGN NO. L556 (IF NO FLOOR TOPPING)4 LAYERS 58" FIRE-SHIELD GYP BOARD
***WITHOUT FLOOR TOPPING
2014-013
SEPTEMBER 12, 2014
PR
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15222
105 M
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IN
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R E V I S I O N S:
A1.1
NEW WORK PLANS
1 11 NOVEMBER 2014
12 20 JANUARY 2015
2
2
2
FLOOR PLANS105 Market Street | Pittsburgh, PA 15222