Module 4 Waterside Bensalem, Pa Date

Transcription

1 Date WATERSIDE CONSTRUCTION, L.P. Building to be fully sprinklered per NFPA13D

2 General Notes GN-1

3 General Notes DIAGRAMMATIC STAIR DETAIL GN-2

4 General Notes ¾" - GN-3

5 General Notes (R & R301.4) GN-4

6 General Notes GN-5

7 FOUNDATIONS END TO CENTER OF DEMISING WALL, TYP. 1. PERFORM ALL SITE PREPARATION AND EXCAVATION WORK IN STRICT ACCORDANCE WITH THE SOILS REPORT PREPARED BY ADVANCED DELVAL SOIL & ENVIRONMENTAL CONSULTANTS, INC. (#05-664, DATED February 14, 2014). 2. EXCAVATE THE BUILDING SITE TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS SHALL BEAR ON CONTROLLED COMPACTED FILL CAPABLE OF SAFELY SUPPORTING 3000 PSF. 4. SUBGRADE OF ALL FOOTINGS MUST BE INSPECTED UNDER THE SUPERVISION OF AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE PLACING ANY CONCRETE. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-0" FEET BELOW EXTERIOR FINISH GRADE. ALL FOOTING ELEVATIONS SHOWN ON PLAN ARE THE BEST APPROXIMATIONS BASED ON AVAILABLE DATA. GENERAL CONTRACTOR MAY ALTER FOOTING ELEVATIONS FOR REASONS INCLUDING, BUT NOT LIMITED TO, REVISED GEOTECHNICAL OR CIVIL INFORMATION, UNFORSESEEN CONDITIONS, ACTUAL INVERT ELEVATIONS, CONSTRUCTABILITY, ETC. CONTRACTOR SHALL NOTIFY ARCHITECT AND OBTAIN WRITTEN APPROVAL PRIOR TO ANY MODIFICATIONS. 6. EXPOSED CONCRETE/CMU WALLS SHALL HAVE CONTROL JOINTS AT 30 FEET MAXIMUM ON CENTER UNLESS NOTED OTHERWISE. WALLS WITH INTEGRAL COLUMN PIERS OR PILASTERS SHALL BE POURED MONOLITHICALLY AND SHALL HAVE A FORMED CONTROL JOINT ON ONE SIDE OF EACH PIER ON THE EXPOSED FACE OF THE WALL. JOINTS SHALL BE FILLED WITH AN APPROVED SEALANT. CONCRETE 1. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, UNLESS NOTED OTHERWISE ON DRAWINGS: CONCRETE POURED AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #5 OR SMALLER 1 1/2" #6 OR LARGER 2" OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: COLUMNS (TIES AND MAIN REINFORCING) 1 1/2" SLABS, WALLS, JOISTS: #14 OR #18 BARS1 1/2" #11 OR SMALLER 3/4" BEAMS (STIRRUPS AND MAIN REINFORCING) 1 1/2" CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REINFORCING BAR DETAIL DRAWINGS. 2. ALL CONCRETE SHALL BE READY-MIX AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF: A. SPREAD FOOTINGS/WALL FOOTINGS/FOUNDATION WALL BASEMENT WALLS/RETAINING WALLS 3,000 PSI B. PIERS-MATCH WALL STRENGTH (MINIMUM OF 3,000 PSI) D. SLAB-ON-GRADE 3,500 PSI E. PARKING SLAB-ON-GRADE 4,000 PSI ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST ACI BUILDING CODE (ACI 318), THE ACI DETAILING MANUAL (ACI 315), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). 3. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A615 GRADE 60. WWF SHALL COMPLY WITH ASTM A LAP ALL REINFORCING BARS 62 DIAMETERS. LAP ALL WWF A MINIMUM OF SIX INCHES. 5. SUBMIT ALL REINFORCING SHOP DRAWINGS FOR REVIEW PRIOR TO ANY FABRICATION. END TO CENTER OF DEMISING WALL, TYP. FOUNDATION W/ OPT ELEVATOR ITALIANATE/COLONIAL FOUNDATION PLAN END UNIT ITALIANATE/COLONIAL FOUNDATION PLAN INTERIOR UNIT ITALIANATE/COLONIAL A-1

8 PLAN NOTES: ELEV. OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. END WALL CONDITION ENTRY LEVEL W/ OPT ELEVATOR ENTRY LEVEL FLR. PLAN ITALIANATE/COLONIAL A-2

9 PLAN NOTES: ELEV. OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. LIVING LEVEL W/ OPT ELEVATOR END WALL CONDITION LIVING LEVEL FLR. PLAN ITALIANATE/COLONIAL A-3

10 PLAN NOTES: ELEV. OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. BEDROOM LEVEL W/ OPT ELEVATOR BEDROOM LEVEL (W/ 4TH FLR. LOFT OR G.R.T. STD. W/ COLONIAL OPT. W/ ITALIANATE GRAND ROOF TOP TERRACE BDRM. LEVEL FLR. PLAN ITALIANATE ONLY END WALL CONDITION A-4

11 SLOPE 1 2" PER FT. 3RD. FLR. PLT. LINE OF OPTIONAL BRICK 3RD FLR. LINE 2ND. FLR. PLT. 2ND FLR. LINE 1ST. FLR. PLT. T.O. CONC. SLAB BUILDING SECTION ITALIANATE 3 STORY ITALIANATE A-5

12 3RD. FLR. PLT. 3RD FLR. LINE 2ND. FLR. PLT. 2ND FLR. LINE 1ST. FLR. PLT. OPT. WINDOW T.O. CONC. SLAB END CONDITION END CONDITION FRONT ELEVATION ITALIANATE 3 STORY ITALIANATE A-6

13 3RD. FLR. PLT. OPT. WINDOW 3RD FLR. LINE 2ND. FLR. PLT. OPT. WINDOW 2ND FLR. LINE 1ST. FLR. PLT. OPT. WINDOW OPT. WINDOW T.O. CONC. SLAB 3 STORY ITALIANATE A-7

14 PLAN NOTES: OPT. REAR TERRACE OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD, TYP. END WALL CONDITION OPT. LOFT & BEDROOM W/ FULL BATH ONLY AVAILABLE WITH END UNIT OPT. M. BDRM. SUITE W/ FULL BATH OPT. LOFT/BEDROOM COLONIAL STANDARD COLONIAL A-8

15 4TH.. FLR. PLT. 7'-0" H.H. 4TH FLR. LINE SLOPE 1/4" PER FT. 3RD. FLR. PLT. LINE OF OPTIONAL BRICK 3RD FLR. LINE 2ND. FLR. PLT. BUILDING SECTION OPTIONAL TERRACE COLONIAL 2ND FLR. LINE 1ST. FLR. PLT. T.O. CONC. SLAB BUILDING SECTION COLONIAL STANDARD COLONIAL A-9

16 OPT. BRICK TOP OF FOOTING FRONT ELEVATION COLONIAL END CONDITION OPT. BRICK FINISH BTM. OF FOOTING COLONIAL STANDARD COLONIAL A-10

17 OPT. WINDOW OPT. WINDOW TOP OF FOOTING BTM. OF FOOTING COLONIAL STANDARD COLONIAL A-11

18 PLAN NOTES: OPT. ROOF TOP TERRACE ITALIANATE ONLY 3 STORY ITALIANATE/OPT. GRAND ROOF TOP TERRACE A-20

19 BUILDING SECTION ITALIANATE OPTIONAL GRAND ROOF TERRACE SLOPE 1/4" PER FT. 4TH.. FLR. PLT. 7'-0" H.H. 4TH FLR. LINE 4TH.. FLR. PLT. 7'-0" H.H. SLOPE 1/4" PER FT. 4TH FLR. LINE 3RD. FLR. PLT. LINE OF OPTIONAL BRICK 3RD FLR. LINE 2ND. FLR. PLT. 2ND FLR. LINE 1ST. FLR. PLT. T.O. CONC. SLAB BUILDING SECTION ITALIANATE OPTIONAL GRAND ROOF TERRACE 3 STORY ITALIANATE/OPT. GRAND ROOF TOP TERRACE A-21

20 4TH.. FLR. PLT. 7'-0" H.H. 4TH FLR. LINE 3RD. FLR. PLT. 3RD FLR. LINE 2ND. FLR. PLT. 2ND FLR. LINE 1ST. FLR. PLT. OPT. WINDOW T.O. CONC. SLAB FRONT ELEVATION ITALIANATE OPTIONAL GRAND ROOF TERRACE REAR ELEVATION ITALIANATE OPTIONAL GRAND ROOF TERRACE 3 STORY ITALIANATE/OPT. GRAND ROOF TOP TERRACE A-22

21 4TH.. FLR. PLT. 7'-0" H.H. 4TH FLR. LINE 3RD. FLR. PLT. OPT. WINDOW 3RD FLR. LINE 2ND. FLR. PLT. OPT. WINDOW 2ND FLR. LINE 1ST. FLR. PLT. OPT. WINDOW OPT. WINDOW T.O. CONC. SLAB OPTIONAL GRAND ROOF TERRACE 3 STORY ITALIANATE/OPT. GRAND ROOF TOP TERRACE A-23

22 TYPICAL RIBBON BEARING WALLS SCALE: NOT TO SCALE FIRST FLR POST DETAIL FOR POST BELOW PSL COL. CONTRACTOR TO ENSURE FINISHED POST DIMENSION MATCHES FROM ABOVE SCALE: NOT TO SCALE LIVING LEVEL W/ OPT ELEVATOR FRAMING LIVING LEVEL FRAMING PLAN END WALL CONDITION S-1

23 TYPICAL RIBBON BEARING WALLS SCALE: NOT TO SCALE END WALL CONDITION BDRM. LEVEL W/ OPT ELEVATOR FRAMING BEDROOM LEVEL FRAMING PLAN S-2

24 LOFT FRAMING PLAN REAR TERRACE OPTION GRAND ROOF TOP TERRACE FRAMING OPT G.R.T. W/ ITALIANATE LOFT FRAMING PLAN STD. COLONIAL ROOF FRAMING PLAN STD. ITALIANATE END WALL CONDITION S-3

25 ROOF FRAMING PLAN OPT G.R.T. W/ ITALIANATE ROOF FRAMING PLAN STD. COLONIAL S-4

26 ENTRY LEVEL SHEAR WALL LIVING LEVEL SHEAR WALL BDRM. LEVEL SHEAR WALL LOFT LEVEL SHEAR WALL W/ COLONIAL ELEVATION SW-1

27 APA Narrow Wall Bracing (Windows & Doors) SCALE: 1/4" = 1'-0" INTERIOR SIDE APA Narrow Wall Bracing (Front Garage Wall) SCALE: 1/4" = 1'-0" INTERIOR SIDE APA Narrow Wall Bracing (Windows & Doors) SCALE: 1/4" = 1'-0" EXTERIOR SIDE APA Narrow Wall Bracing (Front Garage Wall) SCALE: 1/4" = 1'-0" EXTERIOR SIDE SW-2