17A-242 72 Lake Street Langlais 2018-10-12RampRampRamp
New
Addition
New
Breezeway DeckExistingExistingExistingExisting
SHEET DESCRIPTION
Cover Page
DRAWN BY
C. Bouwer
DATE
June 1, 2018
PROJECT NO.
259.00
PROJECT
Langlais Addition
CLIENT
Langlais
VIEW
Southeast
Corner
CB Consulting & Design
359 Beech Hill Road
Granville, MA 01034
Tel: 413.455.4028 A
South Elevation
North Elevation 1/4" = 1'-0'0'4'2'8'A
01DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONSouth & North Elevations SCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
East Elevation
West Elevation 1/4" = 1'-0'0'4'2'8'A
02DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONEast & West ElevationsSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
T. O. W.
100'-0"
FOUNDATION NOTES1.ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL HAVING A MINIMUM
BEARING CAPACITY OF 3000 LBS PER SQUARE FOOT
2.NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND
3.ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOW FINISH GRADE
4.A MINIMUM OF 6" COMPACTED GRAVEL OR STONE SHALL BE PLACED UNDER
ALL POURED CONCRETE SLABS
5.ALL POURED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 3000 LBS PER SQUARE INCH
6.ALL POURED CONCRETE FOUNDATIONS SHALL BE IN ACCORDANCE WITH
INTERNATIONAL RESIDENTIAL CODE R401-R408
7.DO NOT BACKFILL AGAINT WALL UNTIL CONCRETE HAS REACHED ITS DESIGN
STRENGTH AND WALLS ARE ADEQUATELY BRACED
8.DAMPPROOFING IS TO BE PLACED IN STRICT ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS
9.FOOTINGS PLACED ON FILL TO BE ENGINEERED BY OTHERS
EXISTING CONDITIONS
EXISTING CONDITIONS
T. O. W.
100'-0"
T. O. W.
100'-0"
T. O. W.
100'-0"
T. O. W.
100'-0"
T. O. W.
99'-1 1/2"
T. O. W.
99'-1 1/2"
T. O. W.
98'-0"
T. O. W.
99'-6"
T. O. W.
100'-0"
MAX 12"MIDPOINTMIDPOINT#4 REBAR
#4 REBAR
MINIMUM HORIZONTAL
STEEL REINFORCEMENT
FOR FOUNDATION WALL
PER TABLE R404.1.2
EXISTING 8" THICK
POURED CONCRETE
FOUNDATION WALL
1'-4" x 0'-8"
POURED CONCRETE
FOUNDATION FOOTING
1/2" ANCHOR BOLT
WITH NUT AND WASHER
4'-0" O. C. MINIMUM
MAX 12"MIDPOINTMIDPOINT#4 REBAR
#4 REBAR
MINIMUM
HORIZONTAL STEEL
REINFORCEMENT
FOR FOUNDATION
WALL PER TABLE
R404.1.2
CMU BLOCKS FILLED 4'-0" O. C.
WITH VERTICAL #4 REBAR
8" THICK POURED CONRETE
FOUNDATION WALL
#4 REBAR PLACED 4'-0"
MINIMUM 4" DEPTH EACH SIDE
2 MINIMUM HORIZONTAL
#4 REBAR PLACED 4'-0" O. C.
MINIMUM 4" DEPTH EACH SIDE
1/2" ANCHOR BOLT
WITH NUT AND WASHER
4'-0" O. C. MINIMUM
MAX 12"MIDPOINTMIDPOINT#4 REBAR
#4 REBAR
1'-4" x 0'-8"
POURED CONCRETE
FOUNDATION FOOTING
8" THICK POURED CONRETE
FOUNDATION WALL
DAMPPROOFING APPLIED
BELOW GRADE
4" FIBER REINFORCED
POURED CONCRETE
FLOOR SLAB
UNDISTURBED SOIL
UNDISTURBED SOIL
UNDISTURBED SOIL
2" (R-15) RIGID iNSULATION
OVER 6 MIL VAPOR BARRIER
T. O. W.
98'-0"
#4 REBAR PLACED 4"
DEPTH EACH SIDE
VOID FILLED WITH
POURED CONCRETE
CMU BLOCKS REMOVED
BELOW FLOOR LEVEL
#4 REBAR PLACED 4'-0"
MINIMUM 4" DEPTH EACH SIDE
4" FIBER REINFORCED
POURED CONCRETE
FLOOR SLAB
ELEVATION: 100'-0"
T. O. W.
99'-6"
T. O. W.
100'-6"
T. O. W.
100'-6"
2" (R-15) RIGID INSULATION
OVER 6 MIL VAPOR BARRIER
2" (R-15) RIGID INSULATION
MITERED ALONG TOP EDGE
PERIMETER
6" MINIMUM
COMPACTED
GRAVEL
4" FIBER REINFORCED
POURED CONCRETE
FLOOR SLAB
6" MINIMUM
COMPACTED
GRAVEL
2" (R-15) RIGID INSULATION
MITERED ALONG TOP EDGE
PERIMETER
PT 2X6 OVER 1/4" SILL SEAL
PT 2X6 OVER 1/4" SILL SEAL
MINIMUM
HORIZONTAL STEEL
REINFORCEMENT
FOR FOUNDATION
WALL PER TABLE
R404.1.2 S1A03Foundation Section S3
A03Scale: 1"=1'-0"
Foundation Section S2
A03Scale: 1"=1'-0"
Foundation Section S1
A03Scale: 1"=1'-0" S2A03S3
A03
CMU WALLS TO BE BROUGHT
DOWN TO BELOW SLAB LEVEL
AND VOID TO BE FILLED WITH
POURED CONCRETE
31'-6"35'-0"11'-6"19'-6"11'-6"
43'-0"
11'-6"1/4" = 1'-0'N 0'4'2'8'NOTE: BUILDER TO VERIFY ALL
DIMENSIONS & MEASUREMENTS
BEFORE STARTING CONSTRUCTION
A
03DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONFoundation PlanSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
DECK
BEDROOM
BATHROOM
&
LAUNDRY
LIVING ROOM
KITCHENRAMP UPSUPPLY
CLOSET
BATHROOM/
SHOWER
DECK
BREEZEWAY
RAMP UPRAMP UP
PT ROOM RAMP UPS4
A06
S5
A06 S6A06S7A0631'-6"11'-6"19'-6"11'-6"9'-6"10'-6"8'-0"12'-0"23'-0"25'-6"16'-6"24'-0"
40'-6"3'-0"7'-6"35'-0"3'-3"5'-3"13'-0"10'-2"3'-4"10'-0"8'-6"13'-2"3'-4"2'-4"3'-4"3'-10"2'-0"7'-6"10'-9"4'-1"3'-2"4'-9"12'-9"8'-0"25'-6"5'x5'
LANDING5'x7'
LANDING
13'-9"11'-0"6'-0" x 6'-8"3'-0" x 6'-8"3'-6" x 6'-8"2'-4"3'-4"3'-10"2'-0"
3'-4"
2'-1/2"
10'-2 1/2"9'-4"6'-7"10'-1"5'-4 1/2"3'-6" x 6'-8"4'-0" x 6'-8"6'-0" x 6'-8"4'-0" x 6'-8"3'-0" x 6'-8"3'-6" x 6'-8"
3'-6" x 6'-8"3'-0" x 6'-8"3'-6" x 6'-8"3'-0" x 6'-8"3'-0" x 6'-8"
3'-0" x 6'-8"3'-0" x 4'-2"3'-0" x 4'-2"3'-0" x 4'-2"3'-0" x 4'-2"
3'-0" x 4'-2"3'-0" x 4'-2"2'-6" x 3'-2"2'-6" x 3'-2"2'-6" x 3'-2"2'-6" x 3'-2"7'-6"10'-11"8'-6"
19'-0"1/4" = 1'-0'N 0'4'2'8'NOTE: BUILDER TO VERIFY ALL
DIMENSIONS & MEASUREMENTS
BEFORE STARTING CONSTRUCTION
A
04DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONFloor PlanSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
DECK8'-0" x 12'-0"BEDROOM11'-6" x 18'-6"
BTHRM
LNDRY8'-6" x 10'-6"
LIVING ROOM16'-6" x 23'-6"
KITCHENRAMP UPSUPPLY
CLOSET
10'-0" x 10'-6"
BATHROOM/
SHOWER
9'-6" x 18'-6"
EXISTING
DECK
BREEZEWAY
11'-6" x 15'-6"RAMP UPRAMP UP
PT ROOM
18'-6" x 20'-2"RAMP UPEXISTING CONDITIONS
GFCI
GFCI
GFCI
WP
GFCI
WP
WP
WP
WP
LEGEND
CEILING FAN
W/ LIGHT
CEILING FAN
12"X48"
FLOURESCENT
CEILING OUTLET
RECESSED LIGHT
PULL SWITCH LIGHT
WALL LIGHT
FLOOD LIGHT
VANITY LIGHT
TOGGLE SWITCH
DIMMER SWITCH
3 WAY SWITCH
4 WAY SWITCH
DUPLEX OUTLET @ 18"
QUADRUPLEX OUTLET
SMOKE DETECTOR
EXHAUST FAN
DOOR BELL
DOOR BELL CHIME
THERMOSTAT
CABLE HOOKUP
BREAKER BOX
GFCI DUPLEX OUTLET
WEATHER PROOF
DUPLEX OUTLET
GFCI
WP
MINI SPLIT HEAT PUMP
8' Electric Baseboard
Heater
MINI SPLIT WALL
CASSETTE
LIGHT/FAN/HEAT
LAMP COMBO
CEILING OUTLET FOR
OVERHEAD HOIST
5'x5'
LANDING
5'x7'
LANDING 1/4" = 1'-0"N 0'8'4'16'NOTE: BUILDER TO VERIFY ALL
DIMENSIONS & MEASUREMENTS
BEFORE STARTING CONSTRUCTION
E
01DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDJuly 16, 2018DATEJune 1, 2018PROJECTProject NamePROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONElectrical PlanSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
24'-0"26'-0"1-3/4
6
2
6
2
2 64
2
4
2
4
2
2 6
4
2
4
2
4
2
2'-0"
1/2" VINYL SOFFIT
BENT ALUMINUM FLASHING
TO COVER FACIA
8
2
NAILING SCHEDULE
LOCATION NOTES
APA RATED
ICBO
APPROVED
SHEATHING
MINIMUM
NOMINAL
PLYWOOD
THICKNESS
(INCHES)
MINIMUM
WIDTH OF
FRAMING
MEMBERS
(INCHES)
BLOCKED
PANEL EDGES
REQUIRED
COMMON NAIL
SIZE
NAIL SPACING
AT PERIMETER
PANEL EDGES
AND
DIAPHRAGM
BOUNDARIES
(IN O. C.)
NAIL SPACING
AT OTHER
PANEL EDGES
(IN O. C.)
NAIL SPACING
AT
INTERMEDIATE
FRAMING
MEMBERS
(IN O. C.)
FLOOR 1 CDX OR OSB 3/4 1.5 NO 10d 6 6 12
STUD WALL 1 & 3 CDX OR OSB 7/16 1.5 YES 8d 6 6 12
ROOF 1 & 2 CDX OR OSB 5/8 1.5 NO 10d 6 6 12
NOTES:
1. NAILS SHALL NOT BREAK TH SURFACE OF THE SHEATHING
2. 7/16" THICK SHEALTHING IS AN ACCEPTABLE SUBSTITUTION, BUT MAY DEVELOP VISIBLE SAG OVER TIME. 8d NAILS MAY BE USED WITH 7/16" SHEATHING
3. STUDS @ 16" O. C. MAX
EXISTING CONDITIONSFRAMING NOTESFLOOR FRAMING:
1.ALL FLOOR FRAMING SHALL BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE R501-R507
2.ALL CONCRETE WALLS SHALL BE TOPPED WITH 1/4" x 5-1/2" FOAM SILL PLATE GASKET AND PRESSURE TREATED 2X6 SOLE
PLATE BEFORE ANY FRAMING IS TO BE PLACED
3.MAIN FLOOR BEAM TO BE BUILT-IN-PLACE USING 4 PLY OF 2x8 FRAMING MEMBERS
4.9-1/2" NORDIC NI-40X CLEAR SPAN TJI SYSTEM (OR EQUIVALENT) TO BE USED FOR FLOOR FRAMING WITH 1-1/8" OSB
RIMBOARD
5.3/4" T&G SHEATHING TO BE GLUED AND SCREWED IN PLACE
WALL FRAMING:
1.ALL WALL FRAMING SHALL BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE R601-R610
2.TYPICAL 2x6 WALL CONSTURUCTION WITH DOUBLE TOP PLATE AND 8'-0" WALL HEIGHT
3.HEADER SPANS PER TABLES R602.7 (1), R602.7 (2), AND R602.7 (3)
ROOF FRAMING:
1.ALL ROOF FRAMING TO BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE R801-R807
2.ENGINEERED TRUSS SYSTEM (PROVIDED BY OTHERS) TO BE USED FOR ROOF FRAMING OVER ADDITION AND GARAGE WITH A
ROOF PITCH OF 4. SECURED WITH HURRICANE BRACKETS AND SHEATHING CLIPS USED BETWEEN TRUSSES
3.TYPICAL 2x8 ROOF CONSTRUCTION WITH 2x6 CEILING JOISTS OVER BREEZEWAY WITH A ROOF PITCH OF 2
4.TYPICAL 2x6 ROOF CONTRUCTION WITH 2x4 CEILING JOISTS OVER ENTRYWAY WITH A ROOF PITCH OF 2
5.TYPICAL 2X6 ROOF CONSTRUCTION OVER STORAGE AREA WITH A ROOF PITCH OF 4
6.6" OVERHANG ON ENTIRETY OF NEW ROOF SYSTEM
BUILT-UP 2x4 HEADER
FULL LENGTH OF WALLNAILING STRIP
CEILING HEIGHT OF 7'-2"
RAFTER LENGTH ROOF LENGTH
STEEL ROOF RECOMMENDEDR-30 CRAFT FACED
BATT INSULATION
14"x4`-0" RAFTER VENT
EVERY OTHER BAY EXISTING CONDITIONS4" FIBER REINFORCED
POURED CONCRETE
FLOOR SLAB
Breezeway Roof Section S7
A05Scale: 3/4"=1'-0"
S4
A06
S5
A06 S7A05S6A06S6A06S7A06S4
A06
Roof Framing Plan
Floor Framing Plan
28'-2 1/2"
15'-3 3/16"
RAKE LENGTH 1'-11 1/4"1 1/2"
9'-4 1/16"36'-7/8"35'-8 3/8"
1'-11 1/4"
1 1/2"
19'-4"18'-0"2'-0"2'-3/4"6"6"2'-0"19'-6 7/8"31'-6"35'-0"43'-0"
11'-6"19'-6"15'-6"11'-6"
9'-8 5/16"9'-11 1/8"1'-8 1/16"
RAKE LENGTH
24'-0"7'-6"1/4" = 1'-0'N
NOTE: BUILDER TO VERIFY ALL
DIMENSIONS & MEASUREMENTS
BEFORE STARTING CONSTRUCTION 0'4'2'8'A
05DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONFraming PlansSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design
HEADER
JAMB
SILL
62
62
2
6
2
6
2
4
8" CONCRETE FOUNDATION-REINFORCED WITH #4 REBAR
HORIZONTALLY AT TOP AND
MIDDLE OF WALL
PT 2x6 SOLE PLATE
1/2" DIA. X 10" ANCHOR
BOLTS @ 4`-0" O.C.
6 MIL. VAPOR BARRIER OVER 6"
MINIMUM CRUSHED GRAVEL
2" (R-15) RIGID INSULATION
4" FIBER REINFORCED POURED
CONCRETE FLOOR SLAB
FINISH FLOOR UNDERLAYMENT
T&G HARDWOOD OR LAMINATE
FLOORING RECOMMENDED
2x4 NAILNG BLOCK FOR SOFFIT
1/2" PERFORATED VINYL SOFFIT VENT
ENGINEERED ROOF TRUSSES AT 24" O.C.
5/8" OSB SHEATHING WITH PLYWOOD CLIPS
15# FELT PAPER FASTENED WITH DISCS & STAPLES
30 YEAR ARCHITECTURAL SHINGLES
ROLLED RIDGE VENT WITH ASPHALT RIDGE CAP
3" PAINTED ALUMINUM DRIP EDGE
14" CELLULOSE INSULATION
INSULATED HEADER WITH
1 1/2" RIGID INSUL. SAND-
WICHED WITH 1/2" PLY.
1/2" GYPSUM WALL BOARD
OVER 6 MIL. VAPOR BARRIER
FASCIA AND RAKE
WRAPPED IN ALUMINUM
TYPICAL WALL CONSTRUCTION:2x6 STUDS AT 16" O.C.
7/16" OSB SHEATHING
AIR BARRIER HOUSE WRAPVINYL SIDING WITH 4 INCH EXPOSURE
R-21 CRAFT FACED BATT INSULATION
DAMPROOFING APPLIED
BELOW GRADE
3/4" CRUSHED STONE:
PROTECTED WITH FILTER
FABRIC
4" DIA. PERFORATED PVC/RIGID
FOUNDATION DRAIN PIPE. SLOPETO DRAIN, HOLES DOWN.
VERTICAL CLEAN-OUTS TO GRADE
& CAPPED AT CORNERS.
1/2" PLYWOOD WITH
2x4 BLOCKING TO
TO HIDE SOFFIT EDGE
CONTAIN CELLULOSE
5
22"x4`-0" RAFTER VENTS EVERY OTHER BAY
VINYL DOUBLE HUNG WITH
WINDOWS TO BE NEW CONSTRUCTION
J-CHANNEL FLANGE
1/2" GYPSUM WALL BOARD
TYPICAL ROOF CONSTRUCTION:
ALL WINDOW AND DOOR NAILING FLANGES
TO BE COVERED WITH 6" SEALING TAPE
WITH HURRICAN CLIPS AT WALL
TYPICAL FLOOR CONSTRUCTION
OVER 1/4" SILL SEAL
8"x16" CONCRETE FOOTING
6226
2 662
6
6
2
2
62
2
6
2
6
2
6
2
4
62
2" (R-15) RIGID INSULATION
APPLIED TO INTERIOR OF WALL
MITERED AT TOP EDGE OF
PERIMETER
Building Section S4
A06
D01
A06
Building Section S6
A06
Typical Wall SectionScale: 1 1/2"=1'-0"
Building Section S5
A06 6'-8 3/4"RIDGE BOARD NOTCHED
TO RECIEVE TRUSS AND
SHEATHING TRIMMED
FLUSH
TRUSSES IN WAY OF BREEZEWAY
TO BE TRIMMED BACK 7/16" TO
ACCOMODATE PLYWOOD FOR
CORNER RETURNS
(SEE REFERENCE PICTURE 1)
2x4 BLOCKING TO SUPPORT
2x6 CEILING JOIST
:: Roof Connection DetailScale: 1 1/2"=1'-0"
D01
A06Reference Picture 1Northeastern Perspective 8'-0"5
6'-10 1/2"9'-0"6'-11 1/4"8'-0"6'-8"6'-8"6'-10 1/2"1/4" = 1'-0'0'4'2'8'NOTE: BUILDER TO VERIFY ALL
DIMENSIONS & MEASUREMENTS
BEFORE STARTING CONSTRUCTION
A
06DESIGNERCB Consulting & Design359 Beech Hill RoadGranville, MA 01034Tel: 413.455.4028CLIENTLanglais72 Lake StreetNorthampton, MA 01062REVISEDSeptember 8, 2018DATEJune 1, 2018PROJECTLanglais AdditionPROJECT NO.259.00DRAWN BYC. BouwerSHEET DESCRIPTIONBuilding SectionsSCALECOPYRIGHT 2018 Chris Bouwer, Owner, CB Consulting and Design