Proposed 8531 112 st manoj gounder

Page 1

9'-6" [2.90m]

PROPOSED GARAGE

26'-5" [8.06m] PROPOSED FRONT SETBACK

PARKING 18' X 9'

PARKING 18' X 9'

PROPOSED SITE PLAN 1/8"-1'-0"

A 1/4


E1 38'-0" 10'-7"

14'-3" 2'-7"

5'-4"

8'-0"

2'-8"

6'-3"

6'-11" 7'-5"

13'-3"

E1

UP 5068

B24R

2668

BEDROOM 12'-6" x 11'-7"

3'-9" x 6'-0"

1768 SB4821

6040TC

B2421R

16'-9" x 8'-8"

11'-2"

B31

B24R

UTILITY

2368

KITCHEN

B24R

12'-6" x 20'-5"

8'-1" x 8'-7"

5'-5"

2668

12'-4"

FAMILY

2668 3630LS

LAUNDRY

3434LS

B24R

2668

3'-8"

2668

SB50

3068

3434LS

10'-3" x 9'-6"

DCB36R

11'-0" x 9'-6"

2830DH

15'-7"

BEDROOM

5236LS

2668

10'-2"

2668

DECK 18'-1" x 7'-9"

BEDROOM

2668

7'-8"

3636LS

7'-8"

3636LS

11'-2 15/16"

6'-4"

13'-2"

5'-7"

SB42 2668

2668

1468

3'-7"

2668

3'-0"

DN

2668 2668

3068

9'-0" x 15'-2"

BEDROOM

18'-0"

13'-8" x 27'-1"

BEDROOM

9'-0" x 9'-7"

10'-7" x 8'-9"

4430LS

4430LS

GARAGE 19'-9" x 18'-0"

2668FX

4540LS

8'-1"

2868

144

0DH

0DH

144

1'-2"

1'-9"

9'-6"

3068

6040LS

LIVING

3'-0" x 7'-6"

26'-8"

LIVING

OPEN BELOW 10'-4"

UP

15'-11"

2668

1648FX

3068

2568

39'-0"

46'-6"

46'-6"

2668

8'-6"

Rec. Room

2668

2168

19'-9" x 8'-6"

18'-9"

47'-1"

2668

2668

1648FX

2668

5040FX

9080

9'-9"

9080

17'-9"

10'-8" 38'-2"

E1 10'-5"

10'-5"

5'-4" 7'-6"

20'-9"

2'-2"

4'-11"

4'-10" 9'-8"

38'-0"

E1

proposed main floor and existing top floor 1/4"=1'-0" 1/4"-1'-0"

A 2/4


4'-2" [1.27m]4'-2" [1.27m]

U/S CEILING LVL.

22'-5" [6.83m]

22'-5" [6.83m]

U/S CEILING LVL.

MEAN ROOF LVL.

9'-23 8" [2.80m]

SECOND FLOOR LVL. 9'-23 8" [2.80m]

SECOND FLOOR LVL.

9'-1" [2.77m]

4'-2" [1.27m]4'-2" [1.27m]

MEAN ROOF LVL.

ROOF RIDGE LVL.

9'-1" [2.77m]

ROOF RIDGE LVL.

MAIN FL. LVL.

MAIN FL. LVL.

REAR ELEVATION

FRONT ELEVATION

SCALE:1/4"-1'

22'-5" [6.83m]

4'-2" [1.27m]4'-2" [1.27m]

U/S CEILING LVL.

MEAN ROOF LVL.

U/S CEILING LVL.

22'-5" [6.83m]

MEAN ROOF LVL.

ROOF RIDGE LVL.

9'-1" [2.77m]

ROOF RIDGE LVL.

9'-23 8" [2.80m]

SECOND FLOOR LVL. 9'-23 8" [2.80m]

SECOND FLOOR LVL.

9'-1" [2.77m]

4'-2" [1.27m]4'-2" [1.27m]

SCALE:1/4"-1'

MAIN FL. LVL.

MAIN FL. LVL.

RIGHT ELEVATION

LEFT ELEVATION

SCALE:1/4"-1'

SCALE:1/4"-1'

ELEVATIONS 1/4"-1'-0"

A 3/4


SPECIFICATIONS AND GENERAL NOTES: EXTERIOR BUILDING FINISH MATERIALS: 1. ROOF FINISH: ASPHALT SHINGLE DUROID ROOF BUILDING PAPER ON 1 2" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 58" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP

2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE 3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME 4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT

ATTIC

SECTION 07200

GENERAL NOTES

VAPOR BARRIER / VAPOR RETARDER WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PERPRODUCT: BCBC 9.29.10.4. MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. 1EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. 2- CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. 3- 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). 4- PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SEAL SLAB TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. 5- A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS SEAL VAPOR BARRIER RETARDER TO PENETRATIONS. 6- DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. SECTION 07270 7- THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. 8- HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS AIR BARRIER / SHEATHING MEMBRANE PRODUCT: TWO LAYERS OF 30 MINUTE ASPHALT SATURATED BUILDING PAPER CONFIRMING TO CAN-51.32M77 AND TO U.S. UUB-790a. EXECUTION: AIR BARRIER MEMBRANES MUST BE APPLIED IN STRICT ACCORDANCE WITH THE 11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR MANUFACTURER'S PRINTED INSTRUCTIONS AT ALL THE LOCATION IN THE EXTERIOR OF THE CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN. BUILDING ENVELOPE WHERE AIR IS FREE TO INFILTRATE THROUGH JOINTS IN COMPONENTS OF 12 - DWELLING SECURITY AS PER # 9.6.8 THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES. INSTALL SHEATHING MEMBRANE OVER EXTERIOR SHEATING. INSTALL ONE (1) LAYER OF ASPHALT SATURATED BUILDING PAPER HORIZONTALLY IN SUCCESSIVE STRIPS BEGINNING 2" (50MM) BELOW THE LOWEST POINT OF THE WALL FRAMING AND PROGRESSING SECTION 06100 UPWARDS WITH EACH SUCCEEDING SHEET. ROUGH CARPENTRY OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING ARRANGED TO SHED WATER. RULES FOR CANADIAN LUMBER, MAXIMUM MOISTURE CONTENT 19%. END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM ROOF SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, METAL "H" CLIPS TO SUPPORT OFEDGES: 48" (1200MM). 1/2" (12.5MM) FOR 16" (400MM) O/C SUPPORT; 5/8" (15.9MM) FOR 24" (600MM) O/C SUPPORT. RETURN SHEET OVER FLASHINGS. INTERIOR FLOOR SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. USE TO PLYWOOD WHERE REQUIRED BY STRUCTURAL DESIGN. SECTION 07300 FLOOR UNDERLAY: THREE PLY, 11/32" (8.5MM) THICK, SPRUCE PLYWOOD WITH THE FINISH FACE DOUBLE SANDED AND THE BACK FACE SLIGHTLY SANDED. THE CONTRACTOR MUST CONFIRM PRIOR TO ASPHALT SHINGLE AND CEDAR SHINGLE/SHAKES IF APPLICABLE INSTALLATION THE FLOORING UNDERLAY THAT IT IS ACCEPTABLE TO THE RESILIENT FLOORING MANUFACTURER. PRODUCTS: ASPHALT SHINGLES: ACCEPTABLE MATERIALS AS LISTED IN THE RCABC ROOFING PRACTICES MANUAL, EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOOD TAB 2" ACCEPTABLE MATERIALS LIST", LATEST EDITION. SHINGLE MATERIALS MAY BE ORGANIC UNDER PVC DECK WATERPROOFING. OR FIBERGLAS CORE PRODUCT. EXTERIOR WALL SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. WOOD SIDING IF REQUIRED IN DESIGN: WESTERN RED CEDAR, KILN DRIED, SELECTED KNOTTY FASTENER: GRADE, NAILS MUST BE LARGE HEAD, CORROSION RESISTANT, (ELECTRO-GALVANIZED, HOT DIPPED GALVANIZED, BEVELED OR CHANNEL PATTERN, PRE-STAINED. ALUMINUM), ROOFING NAILS. FIBBER CEMENT EXTERIOR SIDING: NON COMBUSTIBLE FIBBER REINFORCED CEMENT HORIZONTAL SIDING. METAL FLASHING: BASE AND COUNTER FLASHING AND COPING METAL TO BE SHEET STEEL, MINIMUM 26 GAUGE, EXTERIOR FASCIAS AND TRIM: No.2, S-P-F, TEXTURED (COMBED) FINISH, PRE PRIMED FOR SOLID COLOR TO ASTM A525,ZF275 COATING, PRE FINISHED WITH STELCOLOUR 5000 SERIES PAINT FINISH. GALVANIZED STAIN, NOT LESS THAN 2" (50MM) NOMINAL THICKNESS. STEP FINISHING MUST BE 26 GAUGE IN ACCORDANCE WITH RCABC REQUIREMENTS. SILL GASKET: CLOSED CELL POLYETHYLENE FOAM. ACCESSORIES: INSTALL ZINC. STRIPS TO ASPHALT SHINGLE AT ALL RIDGE LOCATIONS. INSTALL ZINC STRIP MUST GRAB BAR BLOCKING: 2" X 10" (38MM X 235MM). BE 2" (50MM) EXPOSED TO THE WEATHER. PROTECTION: SELF ADHESIVE RUBBERIZED ASPHALT SHEET INSTALLED TO BUILDING CODE REQUIREMENTS. WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDSEAVES IN FLAT ROOFS, ACCEPTABLE MATERIALS AS LISTED IN RCABC ROOFING MANUAL TAB 2" ACCEPTABLE MATERIAL LIST", LATEST EDITION. PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM UNDERLAY: 1 PLY OF No. 15 NON PERFORATED ASPHALT FELT TO CSA A123.3M1979. 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU EXECUTION: ASPHALT SHINGLE ROOFING MUST BE INSTALLED ACCORD. TO RCABC,STR-LS FOR LOW SLOPE ROOFS. (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. INSTALL UNDERLAY ON ALL ROOF DECKS WHERE ASPHALT SHINGLES OF ANY TYPE ARE TO BE INSTALLED. USE HEM-FIR OR PINE INCISED LUMBER FOR TREATMENT. UNDERLAY TO BE MINIMUM 1 PLY OF No. 15 NON PERFORATED FELT, LAPPED MINIMUM 3"(75MM) OR THE TREAT CUT SURFACES WITH TWO BRUSH OF COPPER NAPTHANATE PRESERVATIVE. SPECIFIC SHINGLE MANUFATURER'S. EXECUTION: EXTERIOR WALL SILL PLATES: SET EXTERIOR WALL SILL PLATES ON FULL WIDTH STRIP OF RECOMMENDED UNDERLAY. THIS UNDERLAY IS ADDITIONAL TO ANY MATERIAL USED FOR EAVES PROTECTION AND JOINTS SHOULD BE LAPPED OVER THE LEADING (TOP) EDGE OF THE EAVES PROTECTION. FASCIA WINDOW TRIM, TRIM: INSTALL FASCIAS AND TRIMS IN LONGEST PRACTICAL LENGTHS, END PROVIDE SLOPE TO DRAIN IN ALL GUTTER APPLICATIONS. WATERPROOF LINING FOR "HIDDEN" OR "INBOARD" OR TO BE CUT IN 45 DEGREES AND LAPPED. PLY FULLY TORCHED TO FIRST PLY. FASTEN WITH HOT DIPPED GALVANIZED CASING NAILS AND COUNTERSINK. "BUILT-IN" TYPE GUTTERS MUST BE FULLY ADHERED 2 PLY MODIFIED BITUMEN SHEETS AND MUST THE BASE SHEET WOOD SIDING: INSTALL WALL CAVITY IF REQUIRED BY WALL DESIGN. INSTALLED UP THE SLOPE OF THE ROOF A MINIMUM OF 18" (450MM) HIGHER THAN TOP OF OUTBOARD SIDE USE LONGEST POSSIBLE LENGTHS TO MINIMIZE END JOINTS. INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS.ELEVATION OF THE GUTTER. THE CAP SHEET IS TO PROVIDE UV PROTECTION AND MUST BE INSTALLED IN ALL AREAS EXPOSED TO U.V. USE SELF ADHERING BASE SHEET WHENEVER POSSIBLE WITH SECOND UV PROTECTIVE DO NOT NAIL THROUGH OVERLAPPING PIECES. ENSURE DRAINS DISCHARGE INTO DOWN SPOTS THAT ARE KEPT ABOVE FREEZING. NAILS MUST BE LONG ENOUGH THAT THE NAIL PENETRATES THE FRAMING AT LEAST 1 1/4" (31.7MM). LAP BEVEL SIDING A MINIMUM OF 1" (25.4MM). SHIM BOTTOM EDGE OF SIDING TO PROVIDE A 1/8" (3MM) GAP BETWEEN IT AND THE SIDING BELOW. NOTES FOR ROOF SPACE VENTILATION USE SOLID TRIMS AT INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS. USE SOLID WOOD TRIMS AT THE INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS. 1. UNIFORMLY DISTRIBUTE VENTILATION TO FLAT AND VAULTED ROOFS TO 1/150 OF INSULATED CEILING AREA. 2. PROVIDE 2x2 CROSS PURLINS TO FLAT, VAULTED CEILINGS AND DECKS OVER LIVING AREAS. SECTION 07200

ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM

12 6

PROVIDE INSULATION BATT TO ENSURE 2" CLEAR VENTILATION TO ATTIC. MIN. VENT AREA TO BE 1/300 OF INSULATED CEILING AREA

BEDROOM

HALLWAY

BEDROOM 5

9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.

4 3

BEDROOM

LAUNDRY

LIVING

PROPOSED GARAGE

6

SECTION SCALE:1/4"-1'

3. PROVIDE MIN. 2-1/2" CLEARANCE BETWEEN ROOF SHEATHING AND INSULATION. INSULATION: PRODUCTS: EXTRUDED POLYSTYRENE: STANDARD CGSB51-GP-20M,TYPE 4. 4. PROVIDE MIN. 1" CLEARANCE BETWEEN TOP OF ROOF JOIST AND INSULATION. R: 5 PER INCH, RICHNESS: AS REQUIRED TO MEET P VALUE, LOCATION: FOUNDATION INSULATION. 5. VENTILATE ATTIC SPACES TO 1/300 OF INSULATED CEILING AREA. EXPANDED POLYSTYRENE: STANDARD: CGB51-GP-20M, TYPE 2, R: 4 PER INCH. THICKNESS: AS REQUIRED TO 6. ROOF VENTS MUST BE UNIFORMLY DISTRIBUTED WITH A MIN. OF 25% IN EAVES AND 25% IN ROOF TOP. MEET R VALUE. LOCATION: CAVITY WALLS. LEGEND: 7. STUD PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH. BATT INSULATION: STANDARD: CSA A101-M83, TYPE 1. R VALUE: 19 . LOCATION WITHIN WOOD WALLS, AND R 38 WITHIN CEILING. 2668 2'-6" WIDTH x 6'-8" HEIGHT EXECUTION: EXTEND BOARDS A MINIMUM OF 24" (600MM) BELOW GRADE. CS INSTALL PERIMETER INSULATION USING MECHANICAL FASTENERS OR ADHESIVE. BUTT JOINT TIGHTLY, OFFSET WIN. - CASEMENT 2668 ALL DOORS ARE HOLLOW CORE DOORS, OTHERWISE NOTED HORIZONTAL AND VERTICAL JOINTS. USE LARGEST POSSIBLE SHEETS TO REDUCE NUMBER OF JOINTS. DO NOT RS / LSWIN. - SLIDE TO RIGHT/LEFT 3068scw SOLID CORE DOOR, W/WEATHER STRIPPING USE CHIPPED OR CRACKED INSULATION BOARDS. NOTE: PROTECT INSULATION WITH PRESSURE TREATED PLYWOOD AND PRE FINISHED METAL CAP FLASHINGS. INTERCONNECTED HARDWIRED SMOKE FX WIN. - FIXED DETECTORS WITH A BATTERY BACKUP INSULATION IN CAVITY WALLS: APPLY INSULATION IN CAVITY WALLS USING IMPALE TYPE CLIPS. FASTEN BOARDS WALL FOOTING SIZE 22"x8": SMOKE ALARM & CARBON S SG SAFETY GLASS WINDOW WITH A MINIMUM OF (4) FASTENERS PER 24" X 48" (600MM X 1200MM) BOARD. CO MONOXIDE (CO) ALARM 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM BATT INSULATION: INSTALL FULL WIDTH AND LENGTH BETWEEN STUDS AND FRAMING MEMBERSPROVIDE TO FIT SNUGLY HC HOLLOW CORE - DOOR SOLAR TUBES FOR DAYLIGHT ILLUMINATION ST AS PER THE MANU. SPECS. WITHOUT BUCKLING, CREASING OR CRUSHING. FOUNDATION WALL - 8" SCW SOLID CORE W/ WEATHER IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA SEAL - DOOR PROVIDE 15M@ 16" o.c. EACH WAY C/W 1.5" CLEAR COVER FROM INSIDE LENGTH OF INSULATION TRIMMED AT TOP. NOTE: WB WASH BASIN FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND ALL LINTELS < 6'-0" LENGTH, SHALL BE 2 - 2x10 SPF # 2 FACE EXTERIOR OF WALL W/ NO SPLICING PERMITTED B/W SUPPORTS DOORS AND WINDOWS AND OTHER PROTRUSIONS. WATER CLOSET WC ALL LINTELS > 6'-0" LENGTH, SHALL BE 3 - 2x10 SPF # 2 INSTALL INSULATION IN CONTINUOS CONTACT WITH INTERIOR SHEATING. F1 - 36" x 36" x 10" CONC. PAD FOOTING W/ NO SPLICING PERMITTED B/W SUPPORTS F OVERHEAD EXHAUST FAN ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN 3-15M WHICH THEY OCCUR. EACH WAY AT 3" CLEAR COVER FROM BOTTOM

SECTIONAL DETAILS AND SPECIFICATIONS: 1

ROOF:

5

- ROOF FINISH: 210 # ASPHALT SHINGLES ROOF - STARTER STRIP -7 16" OSB SHEATHING c/w. H. CLIPS - PREFAB. ENG. TRUSSES @ 24" O.C. - R-50 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

2

EAVES:

-

6

TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)

BASEMENT FLOOR: -

FINISH FLOOR: TO OWNERS SPEC'S 0'-6" CONC. SLAB 10 GA 6 x 6 WIRE MESH 6 MIL. POLY. V.B. R-10 RIGID INSULATION MIN. 12" COMPACTED GRANULAR FILL

INTERIOR PARTITIONS ( 1 hr FRR): - 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY

4

FINISH FLOOR: TO OWNERS SPEC'S P.T. 2x10 @16 o.c. JOISTS AS PER MANUFACTURERS SPECS 11/2"th. CONCRETE TOPPING R-40 SPRAT FOAM INSULATION

- 58"

- BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT

3

MAIN FLOOR (1 hr FRR):

EXTERIOR WALLS (2 hr FRR): - STUCCO ON WIREMESH - METAL LATH - 19MM (3/4") AIR SPACE / @ 16" O.C. - 15# BREATHER TYPE BUILDING PAPER - 15 32" SHEATHING - 2 x 6 STUDS @ 16" O.C. - R-20 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

7

FOUNDATION WALLS: -

2 x 6 SILL PLATE 8" CONC. FOUNDATION WALL 2 COATS OF ASHPALT EMULSION TO EXTERIOR FACE 2 - 15M T & B, 10M @16" O.C E/W.1.F UP TO GRADE

INTERNAL INSULATED WALL -

2" AIR SPACE 2 x 4 SPF # 2 STUDS @ 24" O.C. (U.N.O.) R-14 BATT. INSULATION 6 MIL. POLY. V.B. C/W TUCK TAPE JOINTS 1/2" DRYWALL

SECTION 1/4"-1'-0"

A 4/4


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