A1-1 FINAL, renderings, framingT h e O f f i c e o f P E T E R F R O T H I N G H A M R e g i s t e r e d A r c h i t e c t 181 Main Street, Suite One Northampton MA 01060 U S A 413 585 5910 REVISIONS:#DATECOMMENTS PFRA No.DWG File:Date:Drawn by:PFREGISTEREDARCHTECTICOMTHOFLMWNOEAMASSACHUSETTSNo. 7801 Northampton, MAFRTHMOINGHAERTEP N
N
N
NGENERAL NOTES:1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"Smith +Pappalardo Residence 254 Prospect Street Northampton MA 1015PSRPLANSFOUNDATION PLAN FRAMING DIAGRAM
FRAMING DIAGRAM
FRAMING DIAGRAM
FIRST FLOOR
SECOND FLOOR
ROOF
9.5" EWJ 16" O.C. TYP.
9.5" EWJ 16" O.C. TYP
SITE-BUILT OVERBUILD
ENGINEERED WOOD
& METAL PLATE
ROOF TRUSS "B"
ENGINEERED WOOD
& METAL PLATE
ROOF TRUSS "A"
ENGINEERED WOOD
& METAL PLATE
ROOF TRUSS "A"
FIXED SKYLIGHT
VELUX FS - D26
FIXED SKYLIGHT
VELUX FS - D26
BUILDING PERMIT APPLICATION CD01 10 FEB 12
12"
14'-0"
13'-2 1/2"
2'-8 1/2"
3 1/2"
5 1/2"
5 1/2"
5 1/2"
3'-1 1/2"
3'-1 1/2"
10'-4 1/2"
10 1/2"
2'-0 3/8"3 3/4"
6 1/2"
7 7/8"
7 7/8"
7 7/8"
4 3/8"
4 3/8"
4 3/8"
7'-0 7/8"
7'-0 7/8"
7'-1"
17'-1 1/2"
9'-5 1/4"
9'-5 1/4"
9'-5 1/4"
1'-0"
1'-0 "
1'-0 "
12
12
9
9
2'-4 1/8"
2'-4 1/8"
6 1/2"
6 1/2"
10 1/2"
10 1/2"
13'-4 1/4"10'-2 3/4"
5'-3"
1'-0 1/2"
TRUSS DIAGRAM "A"
TRUSS DIAGRAM "B"
OVERHANG OF SOUTH WALL EQUALS OVERHANG OF EAST AND WEST WALLS
SOUTH FACE OF WALL
FRAMING TO SOUTH
FACE OF ROOF TRUSS
CENTER ON EXISTING FOUNDATION
19'-1 1/2" +/-
SOUTH EAST VIEW
NO SCALE
NO SCALE
SOUTH WEST VIEW
PAINTED HARDIPANEL
INSERT PANELS
TYPICAL
FIBERGLASS ROOF
SHINGLES SIMILAR
TO EXISTING
NEW CONCRETE
BOND BEAM
TRIM & SIDING
SIMILAR TO EXISTING
TYPICAL
1.3.4.10.11.2.VERIFY EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY ARCHITECT OF DISCREPANCIES EITHER BETWEEN DOCUMENTS AND EXISTING CONDITIONS OR WITHIN DOCUMENTS.DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO FACE OF EXISTING CONSTRUCTION, FACE OF FRAMING AND CONCRETE, OR TO NOMINAL FACE OF MASONRY.9.5.6.FINAL STRUCTURAL ENGINEERING OF WOOD AND METAL PLATE ROOF TRUSSES PROVIDED BY SUPPLIER. SUBMIT STAMPED SET OF SHOP DRAWINGS TO BUILDING DEPARTMENT.7.8.TYPICAL EXTERIOR DOORS: ENERGY STAR FLUSH GLAZED INSULATED FIBER-GLASS DOOR WITH INSULATED LOW-E GLAZING BY THERMATRU OR EQ. SYMBOL = WIDTH x HEIGHT (INCHES)ELECTRICAL SYSTEMS PROVIDED ON DESIGN BUILD BASIS BY ELECTRICAL CONTRACTOR.PLUMBING SYSTEMS PROVIDED ON DESIGN BUILD BASIS BY PLUMBING CONTRACTOR.HEATING SYSTEMS PROVIDED ON DESIGN BUILD BASIS BY HEATING CONTRACTOR.REFER TO FINDING GRANTED BY CITY OF NORTHAMPTON ZONING BOARD OF APPEALS FOR SITE INFORMATION.FINAL STRUCTURAL ENGINEERING OF FRAMING PROVIDED BY ENGINEERED LUMBER SUPPLIER. A1.1
2x10 RIDGE BEAM ON
DBL 2x6 POST ON
9.5" LVL HEADER
DBL 2x8 HEADER
DBL 2x8 HEADER
9.5" LVL HEADER
9.5" LVL HEADER
9.5" LVL HEADER
DBL 2x6 HEADER
2
2
A3.1
A3.1
A3.1
A3.1
1
1 1
2
3
4
5
6
7
8
PROVIDE TRUSS
IN THIS PROFILE
PROVIDE TRUSS
IN THIS PROFILE
SCOPE OF WORK INCLUDES: SITEWORK, SELECTIVE DEMOLITION, AND NEW CONSTRUCTION TO REPLACE EXISTING ONE-STORY 'ELL' WITH NEW TWO-STORY ADDITION TO AN EXISTING SINGLE-FAMILY RESIDENCE.WINDOWS: ALL ULTREX WINDOWS w/ MAX U-VALUE 0.3 AS MANUFACTURED BY INTEGRITY, WINDOW TYPES AND SIZES AS INDICATED ON PLANS.
NEW CONSTRUCTION
NEW CONSTRUCTION
EXISTING CONSTRUCTION
EXISTING CONSTRUCTION
LINE OF EXISTING FOUNDATION BELOW LINE OF NEW REINFORCED CONCRETE BOND BEAM CAST ON EXISTING FOUNDATIONLINE OF EXISTING FOUNDATION TO REMAIN