OCCUPANCY TYPE
OCCUPANT LOAD
MAX DISTANCE BETWEEN STAIRS/EXITS
MAX PATH OF TRAVEL
WENDOVER STREET ROWHOUSE REMODEL
606 WENDOVER STREET, PHILADELPHIA, PENNSYLVANIA 19128
CODE COMPLIANCE OVERVIEW
(IBC 2018 - 310.3) RESIDENTIAL GROUP R-2, TYPE 5B
(IBC 2018 - TABLE 1004.5) 12 OCCUPANTS
(IBC 2018 - 1007.1.1) 1/2 x 51'-0" 25'-6"
(IBC 2018 - TABLE 1006.2.1) 125 feet
STAIR WIDTHS (IBC 2018 - 1007.1.1) ABSOLUTE MINIMUM 44"
AMOUNT OF EXITS
DOOR WIDTHS
RESCUE WINDOW WIDTHS/HEIGHTS
CEILING HEIGHTS
(IBC 2018 - 1006.2.1) 2 EXITS
(IRC 2018 - R310) MIN WIDTH 20" -- MIN HEIGHT 24"
(IRC 2018 - R310) MIN WIDTH 20" -- MIN HEIGHT 24" -- MAX SILL HEIGHT 44"
(IRC 2018 - R304) ABSOLUTE MINIMUM 7'-0"
SHEETS IN SET
G001 GENERAL PROJECT INFORMATION & SITE LOCATION
A101 FLOOR PLANS & OCCUPANCY LOAD CALCULATIONS
A201 BUILDING ELEVATIONS
A301 BUILDING SECTIONS
A501 WALL SECTION, CONSTRUCTION DETAILS, & R-VALUES
S101 STRUCTURAL SYSTEM PLAN
M101 MECHANICAL SYSTEM LAYOUT
P301 PLUMBING SYSTEM LAYOUT
CSI001 OUTLINE SPECIFICATIONS (SEPARATE SHEET SET)
15'-6" 45'-6" 27'-11 1/4" 27'-0" Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/8" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan G001 GENERAL
& SITE
11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/8" 1'-0" A201 SITE PLAN 1 N N VICINITY MAP
INFORMATION
LOCATION
EXTERIOR WALL FIRE RESISTANCING (IRC 2018 TABLE R302.1)
D W A C 2 3 4 5 B 1 Back Patio Garage Laundry Room 003 Sitting Area 002 Mechanical 25'- 1/2" 1 A301 2 A301 A201 2 A201 1 A201 4 A201 3 10'-0" 1 P301 Pantry 106 1/2 Bath 104 A C 2 3 4 5 B 1 Sitting Room 63 SF Entry Living Room 103 Dining Area Kitchen SF Back Deck Front Porch 100 36'-2" 1 A301 2 A301 A201 2 A201 4 A201 3 1 A501 2 P301 1 P301 Hallway 205 134 SF Master Bedroom SF Master Bath 203 Bathroom Bedroom 208 SF Bedroom 209 A C 2 3 4 5 B 1 Closet Closet Closet 1 A301 2 A301 A201 2 A201 1 A201 4 A201 3 3'-0" 3'-0" 3'-0" 2 P301 1 P301 A C 2 3 4 5 B 1 1 A301 2 A301 A201 2 A201 1 A201 4 A201 3 1 A501 2 P301 1 P301 Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/8" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan A101 FLOOR PLANS 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/8" 1'-0" A201 BASEMENT PLAN 1 1/8" 1'-0" A201 LEVEL 1 PLAN 2 1/8" 1'-0" A201 LEVEL 2 PLAN 3 Occupancy Load Calculations Number Name Area Occupancy Factors Allowable Occupants 001 Mechanical 37 SF 300 1 002 Sitting Area 210 SF 200 2 003 Laundry Room 54 SF 200 1 004 Back Patio 438 SF 0 004 Garage 236 SF 0 100 Front Porch 141 SF 0 101 Entry 63 SF 200 1 102 Sitting Room 48 SF 200 1 103 Living Room 155 SF 200 1 104 1/2 Bath 28 SF 0 105 Dining Area 113 SF 200 1 106 Pantry 24 SF 0 107 Kitchen 85 SF 200 1 108 Back Deck 93 SF 0 201 Master Bedroom 134 SF 200 1 202 Closet 10 SF 0 203 Master Bath 49 SF 0 204 Bathroom 39 SF 0 205 Hallway 186 SF 0 206 Closet 6 SF 0 207 Closet 6 SF 0 208 Bedroom 1 62 SF 200 1 209 Bedroom 2 62 SF 200 1 1/8" 1'-0" A201 ROOF PLAN 4 N
LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" A C B 1 A301 25'-6 1/2" 1'-11 1/4" 3'-0" 1 A501 1 P301 LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" 2 3 4 5 1 2 A301 25'-6 1/2" 31'-6" 11'-4" 2 P301 LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" A C B 1 A301 1 A501 1 P301 LEVEL 1 0" LEVEL 2 10'-0" ROOF 20'-6" BASEMENT -10'-0" 2 3 4 5 1 2 A301 2 P301 Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 3/16" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan A201 BUILDING ELEVATIONS 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 3/16" 1'-0" A101 FRONT ELEVATION 1 3/16" 1'-0" A101 LEFT ELEVATION 2 3/16" 1'-0" A101 REAR ELEVATION 3 3/16" 1'-0" A101 RIGHT ELEVATION 4 4" NOM. BRICK, PAINTED WHITE DOUBLE HUNG WINDOW WITH BLACK VINYL MULLIONS AND MUNTINS BLACK CORRUGATED METAL ROOF HALF GLASS ENTRY DOOR, PAINTED BLACK WOOD DECK AND STAIRS, PAINTED BLACK CURVED BAY WINDOW WITH BLACK VINYL MULLIONS AND MUNTINS BLACK METAL RAILINGS AND HANDRAILS GREY CMU VENEER GREY STONE PATHWAY AND STAIRS ROOFTOP HVAC UNIT
LEVEL 1 0" LEVEL 2 10'-0" ROOF 20'-6" BASEMENT -10'-0" 2 3 4 5 1 2 A301 1 A501 8'-0" 2'-0" 8'-0" 2'-0" 8'-6" 2'-9 1/2" 1'-8 5/8" 3'-0" LEVEL 1 0" LEVEL 2 10'-0" ROOF 20'-6" BASEMENT -10'-0" A C B 1 A301 1 P301 Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/4" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan A301 BUILDING SECTIONS 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/4" 1'-0" A101 LONGITUDINAL BUILDING SECTION 1 1/4" 1'-0" A101 LATERAL BUILDING SECTION 2
FLOOR 4" TONGUE AND GROOVE WOOD BOARDS
4" CONCRETE SLAB
#5 CONTINUOUS HORIZONTAL BAR
2" RIGID INSULATION
AGGREGATE BASE
5/8" WATERPROOF GYPSUM SHEATHING
METAL CAP FLASHING, PAINTED BLACK SEALANT
5/8" WATERPROOF GYPSUM SHEATHING
5/8" WATERPROOF GYPSUM SHEATHING
ANGLED WOOD STUD WOOD NAILS
2x6 WOOD TOP PLATE
2x6 WOOD STUDS @ 16" O/C WITH FIBERGLASS BATT INSULATION
2" RIGID INSULATION
2x6 WOOD BOTTOM PLATE WOOD NAILS
5/8" WATERPROOF GYPSUM SHEATHING
2" RIGID INSULATION
METAL ROD & PINTEL BRICK TIE BACKS @ 24" O/C VERTICALLY AND HORIZONTALLY
4" NOMINAL BRICK, PAINTED WHITE
GYPSUM WALL BOARD, TYPE X
2x6 WOOD STUDS @ 16" O/C WITH FIBERGLASS BATT INSULATION
5/8" GYPSUM WALL BOARD, TYPE X
2x6 WOOD STUDS @ 16" O/C WITH 5 1/2" FIBERGLASS BATT INSULATION
2" RIGID INSULATION
5/8" WATERPROOF GYPSUM SHEATING
1" AIR GAP
METAL ROD AND PINTEL BRICK TIE BACK @ 24" O/C VERTICALLY AND HORIZONTALLY
4" NOMINAL BRICK, PAINTED WHITE
WOOD NAILS
THROUGH WALL FLASHING
SILL PLATE
ANCHOR BOLT
5/8" GYPSUM WALL BOARD, TYPE X
2x6 WOOD STUD WALL @ 16" O/C WITH FIBERGLASS BATT INSULATION
2" RIGID INSULATION ADHERED TO FOUNDATION WALL
9" POURED CONCRETE FOUNDATION WALL
LIQUID APPLIED VAPOR BARRIER
1/2" GREY CMU VENEER
(2) 2x12 WOOD END JOISTS
BASEBOARD WITH MOULDING
4" TONGUE AND GROOVE WOOD FLOORING
3/4" PLYWOOD SUBFLOOR
2x12 WOOD STUD FLOOR JOISTS @ 16" O/C WITH FIBERGLASS BATT INSULATION
5/8"
CEILING BOARD, TYPE X
3/4" PLYWOOD FIRE BLOCKING
3 4 2 5 1'-1 3/4" 1'-1 3/8" 3'-0" 3'-0" 1'-0" 1'-5 1/8" 3" 3" 3'-0" 3" 3" 4" 6 3/4" 1'-0 3/8" 1'-3 3/4" 6 1/4" Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design As indicated Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan A501 CONSTRUCTION DETAILS 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/2" 1'-0" A101 FRONT WALL SECTION 1 1 1/2" 1'-0" PARTITION DETAIL & R-VALUE KEY 2 1 1/2" 1'-0" FLOOR JOIST DETAIL 4 1 1/2" 1'-0" FOUNDATION DETAIL 3 1 1/2" 1'-0" PARAPET DETAIL 5 4" NOMINAL BRICK, PAINTED WHITE R-VALUE 0.8 1" AIR GAP R-VALUE 1.00 5/8" WATERPROOF GYPSUM SHEATHING R-VALUE 0.5625 2" EXTRUDED POLYSTYRENE (RIGID INSULATION) R-VALUE 2 x 4.7 9.4 2x6 WOOD STUD WALL @ 16" O/C WITH 5 1/2" FIBERGLASS BATT INSULATION R-VALUE 5.5 x 3.8 20.9 5/8" GYPSUM WALL BOARD, TYPE X R-VALUE 0.5625 TOTAL R-VALUE OF EXTERIOR WALL 33.225 (2021 IRC TABLE R402.1.2) R-VALUE MINIMUM FOR CLIMATE ZONE 7B 20 + 5ci OR 13 + 10ci IN A RESIDENTIAL BUILDING WITH WOOD FRAMING 2x6 WOOD BOTTOM PLATE LIQUID APPLIED VAPOR BARRIER 9" POURED CONCRETE FOUNDATION WALL 2" RIGID INSULATION, ADHERED TO FOUNDATION WALL 2x6 WOOD STUD WALL @ 16" O/C WITH 5 1/2"
#5
12"
3/4"
LIQUID
12x36
FILTER
PERFORATED
FINISH
FIBERGLASS BATT INSULATION 5/8" GYPSUM WALL BOARD, TYPE X
FOOTING REINFORCEMENT @
O/C
ISOLATION JOINT, CAULKED AND SEALED
APPLIED VAPOR BARRIER AT CAPILLARY BREAK
CONCRETE FOOTING #5 CONTINUOUS HORIZONTAL BAR
FABRIC AROUND AGGREGATE
DRAIN PIPE BASEBOARD WITH MOULDING
2x6 WOOD BOTTOM PLATE (2) 2x6 WOOD TOP PLATE
WOOD NAIL (2) 2x6 WOOD
WOOD NAIL 3/4" PLYWOOD FIRE BLOCKING 5/8" GYPSUM CEILING BOARD, TYPE X (2) 2x12 WOOD END JOISTS 2x12 WOOD STUD
12" O/C WITH FIBERGLASS
3/4" PLYWOOD SUBSTRATE 45 DEGREE CANT VAPOR BARRIER
LAG SCREWS TO SECURE METAL CAP
GYPSUM
TOP PLATE
FLOOR JOISTS @
BATT INSULATION
PROTECTIVE LAYER EDPM WATERPROOF ROOFING MEMBRANE WRAPPED PARAPET FLASHING SEALANT
5/8"
A C 2 3 4 5 B 1 A C 2 3 4 5 B 1 A C 2 3 4 5 B 1 Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/8" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan S101 STRUCTURAL SYSTEM LAYOUT 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/8" 1'-0" A201 BASEMENT STRUCTURAL LAYOUT 1 1/8" 1'-0" A201 LEVEL 1 STRUCTURAL LAYOUT 2 1/8" 1'-0" A201 LEVEL 2 STRUCTURAL LAYOUT 3
A C 2 3 4 5 B 1 A C 2 3 4 5 B 1 A C 2 3 4 5 B 1 LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" 2 3 4 5 1 LEVEL 1 0" LEVEL 2 10'-0" ROOF 20'-6" BASEMENT -10'-0" A C B Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/8" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan M101 MECHANICAL SYSTEM LAYOUT 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/8" 1'-0" A201 LEVEL 1 MECHANICAL LAYOUT 2 1/8" 1'-0" A201 LEVEL 2 MECHANICAL LAYOUT 3 1/8" 1'-0" A201 BASEMENT MECHANICAL LAYOUT 1 1/8" 1'-0" LONGITUDINAL SECTION - MECHANICAL LAYOUT 4 1/8" 1'-0" LATERAL SECTION - MECHANICAL LAYOUT 5 SUPPLY RETURN SUPPLY RETURN SUPPLY RETURN SUPPLY RETURN ROOFTOP HVAC UNIT ROOFTOP HVAC UNIT RETURN SUPPLY
LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" 2 3 4 5 1 LEVEL 0" LEVEL 10'-0" ROOF 20'-6" BASEMENT -10'-0" A C B Marigold Studios 1009 Guardian Way Bel Air, MD 21014 P: 443-243-2756 Scale: Drawn By: File Path: Class: Assignment #: Record of Issue Date Issue 09/07/2021 Schematic Design Proposal 11/23/2021 Developmental Design 1/4" = 1'-0" Rowhouse Remodel 606 Wendover Street, Philadelphia, PA 19128 JEFFERSON C_ABE Katie Dinan P301 PLUMBING SYSTEM LAYOUT 11/20/2021 ARCH-416_F21_Assignment 9_Dinan, Katie Tech 5 - Fall 2021 9 - Rowhouse Development 1/4" 1'-0" A101 LONGITUDIINAL SECTION PLUMBING LAYOUT 1 1/4" 1'-0" A101 LATERAL SECTION - PLUMBING LAYOUT 2 GUTTER AND DOWNSPOUT PVC PIPES THROUGH WALL AT BOTTOM OF SLOPE BLACK WATER DRAIN GREY WATER DRAIN BLACK WATER DRAIN, EMPTIES TO SEWER WATER HEATER AND WATER REFRIDGERANT SYSTEMS LOCATED IN MECHANICAL ROOM GREY WATER DRAIN BLACK WATER DRAIN, EMPTIES TO SEWER
CSI001 – DESIGN OUTLINE SPECIFICATIONS
606 WENDOVER STREET, PHILADELPHIA, PENNSYLVANIA 19128
23 NOVEMBER 2021
CSI DIVISIONS:
SECTION 010000 - GENERAL REQUIREMENTS
PROJECT PROPOSAL FOR A TYPE R-2 RESIDENTIAL USE, 2 STORY ROWHOUSE WITH FINISHED BASEMENT. THE STRUCTURE SHALL REACH A MAXIMUM HEIGHT OF 22’-6 1/2” ABOVE GRADE. THE BASEMENT FLOOR SHALL BE PLACED AT 10’-0” BELOW GRADE. ENTIRE STRUCTURE, MEASURED FROM THE LOWEST ACCESSIBLE POINT, SHALL BE 31’-6”. THE ROOF SHALL SLOPE FROM THE SOUTH SIDE, BEGINNING AT 22’-6 ½” ABOVE GRADE. ROOF SHALL SLOPE TOWARDS NORTH SIDE, TERMINATING AT A HEIGHT OF 21’-6” ABOVE GRADETHE PRIMARY STRUCTURE SHALL BE WOOD FRAME CONSTRUCTION, POURED CONCRETE FOUNDATION WALLS WITH CONCRETE FOOTINGS BENEATH, AND A CONCRETE SLAB AS THE BUILDING PAD. STAIRS THROUGHOUT ROWHOME SHALL BE BUILT WITH TREADS AT A MAXIMUM RISE OF 7” AND MINIMUM RUN OF 11”.
SECTION 020000 - EXISTING CONDITIONS
EXISTING ROWHOUSE AND SITE OBSTRU CTIONS SHALL BE CLEARED FROM SITE. EXCAVATE THE PERIMETER OF THE PROPOSED PROJECT’S BORDER TO REACH 11’-0” BELOW GRADE, WHERE THE FOOTINGS AND FOUNDATION WALLS SHALL BE PLACED. THE CONCRETE FLOOR SLAB WILL BE POURED TO CREATE A FLOOR AT 10’-0” BELOW GRADE.
SECTION 030000 – CONCRETE
CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL BE CAST IN PLACE CONCRETE. FOUNDATION WALLS SHALL REACH DEPTHS OF 10’-0” BELOW GRADE. AT 10’-0” BELOW GRADE, A CONTINUIOUS WALL FOOTING SHALL FOLLOW THE PERIMETER OF THE DESIGNATED BUILDING TO FACE INWARDS. FINAL DEPTH OF FOOTINGS SHALL REACH 11’-0” BELOW GRADE. A POURED IN PLACE CONCRETE SLAB SHALL CREATE A BASE FOR THE BASEMENT FLOOR. IN THE REAR SECTION OF THE SITE, CONCRETE SHALL BE POURED TO CREATE A VEHICULAR / PEDESTRIAN PAD. IN THE FRONT YARD OF THE SITE, CONCRETE SHALL BE POURED TO CREATE STAIRS WHERE THERE IS A STEEP CHANGE IN ELEVATION FROM 3’-0” BELOW GRADE TO 10’-0” BELOW GRADE AT THE EXISTING SIDEWALK.
SECTION 040000 –
MASONRY
THE PRIMARY FAÇADE MATERIAL SHALL BE 4” x 8” NOMINAL BRICK, PAINTED WHITE, WITH 3/8” MORTAR JOINTS. THERE SHALL BE A RAIN SCREEN ON THE NORTH AND SOUTH SIDES OF THE BUILDING. AN 8” x 8” GREY CMU VENEER SHALL BE PLACED WHEREVER THE BUILDING IS EXPOSED BELOW GRADE LEVEL.
SECTION 050000 – METALS
THROUGH WALL FLASHING TO BE USED AT PARAPETS AND CONCRETE-TOBRICK TRANSITIONS. FLASHING SHALL BE INSTALLED AROUND ALL EXTERIOR OPENINGS. CORRUGATED METAL ROOF SHALL BE INSTALLED ON TOP OF FRONT PORCH ROOF. ROD AND PINTEL BRICK TIE BACKS SHALL BE PLACED EVERY 24” ON CENTER, BOTH VERTICALLY AND HORIZONTALLY, THROUGHOUT EXTERIOR BRICK WALLS. METAL GUTTER AND DOWNSPOUT SYSTEM SHALL BE INSTALLED ON NORTH SIDE OF BUILDING TO DRAIN ROOF RAINWATER. STEEL REBAR SHALL BE SET INTO FOUNDATION WALLS AND FOOTINGS AS NOTED. WINDOW MULLIONS AND EXTERIOR DOOR FRAME MULLIONS SHALL BE BLACK ALUMINUM. ALL HANDRAILS AND RAILINGS SHALL BE BLACK STAINLESS STEEL.
SECTION 060000 - WOODS / PLASTICS / COMPOSITES
ALL FLOORS, AND ROOF, SHALL HAVE A ¾” PLYWOOD SUBSTRATE. THE EXTERIOR DECKS SHALL BE COMPOSED OF BLACK STAINED WOOD. COLUMNS AT THE FRONT PORCH ARE TO BE 6” x 6” WOOD COLUMNS. INTERIOR WALLS SHALL BE 2” x 6” WOOD STUDS, PLACED AT 16” ON CENTER WITH A BOTTOM PLATE AND DOUBLE TOP PLATES. FLOOR JOISTS SHALL BE 2” x 12” WOOD JOISTS, PLACED AT 16” ON CENTER. ALL DOORS AND WALL OPENINGS INSIDE SHALL HAVE 2 ¼” x ¾” WOOD FRAMING, STAINED WHITE. ALL CASEWORK SHALL BE COMPOSED OF WOOD, CASEWORK IS TO BE COORDINATED BY OTHERS. ALL STAIR TREADS SHALL BE THE SAME WOOD MATERIAL AS THE FLOORS THEY CONNECT TO. EXTERIOR STAIRS SHALL MATCH BLACK STAINED WOOD DECKING, INTERIOR STAIRS SHALL MATCH TONGUE AND GROOVE WOOD FLOOR BOARDS.
SECTION 070000 - THERMAL AND MOISTURE PROTECTION
FIBERGLASS BATT INSULATION SHALL BE INSTALLED IN CAVITIES OF EXTERIOR WALLS AND FLOORS, IN BETWEEN WOOD STUDS. POLYSTYRENE INSULATION SHALL BE PLACED NEXT TO WATERPROOFED GYPSUM SHEATHING ON EXTERIOR WALLS, AS WELL AS ON THE INSIDE OF FOUNDATION WALLS. LIQUID APPLIED VAPOR BARRIERS SHALL BE PLACED ON EXTERIOR SIDE OF FOUNDATION WALL, BELOW GRADE, AND WRAP BETWEEN FOUNDATION WALL AND WALL FOOTINGS. WATERPROOF GYPSUM SHEATHING
SHALL BE PLACED BETWEEN AIR BARRIER AND RIGID INSULATION IN EXTERIOR WALL ASSEMBLIES. ROOF SHALL RECEIVE A LAYER OF LIQUID APPLIED VAPOR BARRIER, AS WELL AS WATERPROOF EDPM
SECTION 080000 – OPENINGS
ALL EXTERIOR DOORS SHALL BE 3’-0“ x 7’-0” MAPLE DOORS, PAINTED BLACK, WITH UPPER HALF OF DOOR INLAID WITH GLASS. ALL WINDOWS SHALL BE 3’0” x 4’-0”, WITH THE SILL SITTING 3’-0” ABOVE FINISHED FLOOR. INTERIOR DOORS SHALL VARY THROUGHOUT, FROM 2’-6” x 7’-0” TO 3’-0” x 7’-0” SIMPLE SWING DOORS, AS WELL AS 2’-6” x 7’-0” SINGLE POCKET MAPLE WOOD DOORS.
SECTION 090000 – FINISHES
INTERIOR FLOORS SHALL BE 4” TONGUE AND GROOVE WOOD FLOOR BOARDS, STAINED SOFT GREY. ALL INTERIOR WALLS SHALL BE PAINTED EGGSHELL. CEILINGS SHALL BE PAINTED WHITE. MOULDINGS SHALL BE PAINTED WHITE. WINDOW SILLS SHALL BE PAINTED WHITE.
SECTION 210000 - FIRE SUPRESSION
BUILDING SHALL BE EQUIPPED WITH SPRINKLER SYSTEM. FIRE EXTINGUISHER SHALL BE LOCATED IN GARAGE AND KITCHEN. EXTERIOR WALL ASSEMBLIES, FLOOR ASSEMBLIES, CEILING ASSEMBLIES, AND INTERIOR WALL ASSEMBLIES SHALL MEET IRC 2018 CODE REQUIREMENTS FOR FIRE RESISTENCE AS SHOWN ON SHEET G001.
SECTION 220000 – PLUMBING
VERTICAL DRAINS SHALL RUN THROUGH CAVITY OF INTERIOR WALL, AND SHALL CONNECT TO PUBLIC SEWER SYSTEM (BLACK WATER) OR WATER FILTRATION AND REUSE SYSTEM (GREY WATER). HORIZONTAL DRAINS SHALL RUN FROM VERTICAL DRAINS THROUGH THE FLOOR CAVITIES, AND CONNECT TO THE BOTTOM OF EACH PLUMBING FIXTURE. SUPPLY WATER SHALL RUN FROM MECHANICAL ROOM IN BASEMENT, EITHER FROM THE REFRIDGERANT SYSTEM OR WATER HEATER SYSTEM. WATER SHALL BE SUPPLIED THROUGH FLOOR CAVITIES INTO THE BOTTOM OF PLUMBING FIXTURES.
SECTION 230000 – HVAC
CENTRAL HEAT AND COOLING SYSTEM SHALL BE PLACED ON ROOF. SUPPLY AND RETURN VENTS SHALL CONNECT TO 24” x 8” TRUNK DUCTS THAT ARE LOCATED WITHIN THE INTERIOR WALL OF THE STAIRWELL. THE 8” DIAMETER BRANCH DUCTS SHALL TRANSITION OFF OF THE TRUNK INTO THE FLOOR CAVITIES. FROM THIS TRANSITION, THE BRANCH DUCTS SHALL TRAVEL INTO EACH SECTION OF THE FLOOR, ENDING WHEN AN AIR TERMINAL IS AT AN EXTERIOR ROOM. AIR TERMINALS, BOTH FOR RETURN AND SUPPLY, SHALL BE
PLACED IN EACH ROOM. AT LEAST ONE RETURN AND ONE SUPPLY SHALL BE IN EACH ROOM AND CORRIDOR.
SECTION 260000 – ELECTRICAL
ELECTRICAL WORK SHALL BE COMPLETED BY EXTERNAL PARTY.
SECTION 310000 – EARTHWORK
SITE SHALL BE CLEARED OF ALL EXISTING OBSTRUCTIONS. FLATTEN SITE WHERE NECESSARY. EXCAVATE EARTH WHERE NECESSARY TO CREATE CAVITY FOR BASEMENT.
SECTION 320000 – EXTERIOR IMPROVEMENT
GREY STONE PAVERS SHALL CREATE PEDESTRIAN PATHWAY TO AND FROM SOUTH ENTRANCE. STAIRS SHALL BE POURED CONCRETE WITH STONE VENEER TO ACCOUNT FOR ELEVATION CHANGES IN SOUTH SECTION OF SITE. NORTH SECTION OF SITE SHALL RECEIVE POURED CONCRETE SLAB TO CREATE VEHICULAR AND PEDESTRIAN PAVEMENT.
SECTION 330000 - UTILITIES
DOMESTIC WATER DISTRIBUTION SHALL BE DISTRIBUTED TO SITE. SANITARY SEWAGE PIPING SHALL CONNECT TO PLUMBING SYSTEM. STORM DRAINS EXIST ON STREET AT NORTH AND SOUTH SIDES OF SITE.
