UDC DESIGN CENTER LTD BUILDING - INTERIOR DESIGNERS
Driveway Material: Exposed Aggregate OR Pavers OR Stamped Concrete. Front Sidewalk to match.
Front Yard LANDSCAPING: Minimum 2 shrubs Minimum Size: 5 Gallon Pot Minimum 10 annuals in a 10sft. Planting Bed PLUS replacement trees as per apporoved tree plan
E.EL. 358.1 P.EL. 358.5
CLIENT:
E.EL. 358.5 P.EL. 358.5
LINE OF UPPER FLOOR
2'-614"
BSMT. FL. LVL. 353.22 AVE. GRADE. LVL. 358.1 MAIN FL. LVL. 352.42 SECOND FLOOR LVL. 373.62 U/S CEILING LVL. 381.62 ROOF RIDGE LVL. 387.64 BSMT. - IN GRND 72%
E.EL. 358.4 P.EL. 358.5
E.EL. 357.7 P.EL. 358.5 357.41
REAR DECK DN
DN
37'-11" [11.56m] BLDG. WIDTH
4'-10" [1.48m]
7' [2.12m] 45'-214" [13.77m]
MR.DOM PINEDA
CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
137'-9" [41.97m]
40'-5" [12.32m]
5' [1.51m]
137'-9" [41.97m]
PROJECT:
4'-9" [1.45m]
PORCH
27'-65 8" [8.40m]
27'-65 8" [8.40m]
8 CM CAL. SWEET GUM 15 SHRUBS OF 5 GAL POT SOD TO STREET
49'-6" [15.08m]
40'-512" [12.33m] BLDG. DEPTH
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
8 CM CAL. SWEET GUM 15 SHRUBS OF 5 GAL POT SOD TO STREET
d
to
ove em r e
b
d
ove em er
69'-9" [21.26m]
b to
REAR LAWN SOD MIN 300MM THICK LAYER TOP SOIL
E.EL. 362.4 P.EL. 363.1
AT BACK 363.90
to
be
E.EL. 363.3 P.EL. 363.3
1
49'-1112" [15.23m]
ove
36 3.
6 7% slope 36 2. L.
site
E.EL. 362.8 P.EL. 363.3
E.E
8.75% slope
t
2% slope
re
ved mo AT FRONT 363.65
L.
t
e ob
b
E.EL. 363.0 P.EL. 363.65
E.E
8.75% slope
E.EL. 363.4 P.EL. 363.65
em er
rem
d
4' [1.22m]
to
10' [3.05m]
SHEET TITLE:
d ove
CONCRETE DRIVEWAY
d ove rem
E.EL. 361.9 P.EL. 362.6
GARAGE
SECONDARY SUITE PARKING PAD
e ob
3' [0.91m]
22' [6.71m]
20'-6" [6.25m]
24'-11" [7.59m]
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
1/8"=1'-0"
SEP. 2016
B.M.
G.S.B
V14
FILE NO.
239
PROJECT NO. SHEET NO:
A
1/6
SPECIFICATIONS AND GENERAL NOTES: SECTION 07200
38'-0"
VAPOR BARRIER / VAPOR RETARDER PRODUCT: MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. 3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. 4. WINDOW TRIMS: HARDITRIM APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). 5. SOFFITS: VENTED HARDISOFFIT SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. SEAL VAPOR BARRIER RETARDER TO PENETRATIONS. GENERAL NOTES WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4. 1SECTION 07270 2- CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 3- 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. AIR BARRIER / SHEATHING MEMBRANE 4- PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SLAB PRODUCT: TWO LAYERS OF 30 MINUTE ASPHALT SATURATED BUILDING PAPER CONFIRMING 5- A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS TO CAN-51.32M77 AND TO U.S. UUB-790a. 6- DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, EXECUTION: AIR BARRIER MEMBRANES MUST BE APPLIED IN STRICT ACCORDANCE WITH THE WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. MANUFACTURER'S PRINTED INSTRUCTIONS AT ALL THE LOCATION IN THE EXTERIOR OF THE BUILDING ENVELOPE WHERE AIR IS FREE TO INFILTRATE THROUGH JOINTS IN COMPONENTS OF 7- THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF 8- HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS INSTALL SHEATHING MEMBRANE OVER EXTERIOR SHEATING. 9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. INSTALL ONE (1) LAYER OF ASPHALT SATURATED BUILDING PAPER HORIZONTALLY IN SUCCESSIVE 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING. STRIPS BEGINNING 2" (50MM) BELOW THE LOWEST POINT OF THE WALL FRAMING AND PROGRESSING UPWARDS WITH EACH SUCCEEDING SHEET. 11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN. OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE ARRANGED TO SHED WATER. 12 - DWELLING SECURITY AS PER # 9.6.8 END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES. OF 48" (1200MM). RETURN SHEET OVER FLASHINGS.
12'-412" 2'-0"
INSULATION: PRODUCTS: EXTRUDED POLYSTYRENE: STANDARD CGSB51-GP-20M,TYPE 4. R: 5 PER INCH, RICHNESS: AS REQUIRED TO MEET P VALUE, LOCATION: FOUNDATION INSULATION. EXPANDED POLYSTYRENE: STANDARD: CGB51-GP-20M, TYPE 2, R: 4 PER INCH. THICKNESS: AS REQUIRED TO MEET R VALUE. LOCATION: CAVITY WALLS. BATT INSULATION: STANDARD: CSA A101-M83, TYPE 1. R VALUE: 19 . LOCATION WITHIN WOOD STUD WALLS, AND R 38 WITHIN CEILING. EXECUTION: EXTEND BOARDS A MINIMUM OF 24" (600MM) BELOW GRADE. INSTALL PERIMETER INSULATION USING MECHANICAL FASTENERS OR ADHESIVE. BUTT JOINT TIGHTLY, OFFSET HORIZONTAL AND VERTICAL JOINTS. USE LARGEST POSSIBLE SHEETS TO REDUCE NUMBER OF JOINTS. DO NOT USE CHIPPED OR CRACKED INSULATION BOARDS. PROTECT INSULATION WITH PRESSURE TREATED PLYWOOD AND PRE FINISHED METAL CAP FLASHINGS. INSULATION IN CAVITY WALLS: APPLY INSULATION IN CAVITY WALLS USING IMPALE TYPE CLIPS. FASTEN BOARDS WITH A MINIMUM OF (4) FASTENERS PER 24" X 48" (600MM X 1200MM) BOARD. BATT INSULATION: INSTALL FULL WIDTH AND LENGTH BETWEEN STUDS AND FRAMING MEMBERS TO FIT SNUGLY WITHOUT BUCKLING, CREASING OR CRUSHING. IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA LENGTH OF INSULATION TRIMMED AT TOP. FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND EXTERIOR DOORS AND WINDOWS AND OTHER PROTRUSIONS. INSTALL INSULATION IN CONTINUOS CONTACT WITH INTERIOR SHEATING. ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN WHICH THEY OCCUR.
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
5'-012"
4'-4"
3'-4"
4026RS
10'-5" 2'-6"
10'-5"
DN
15'-9"
3026RS 4'-821"
8'-1012"
5'-5"
2668 3'-9"
Inter Connected Door & Frame must have 20 min. fire rated CW self closing
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF Extent of Suite1Hr. fire rated for walls and clg. CLOSING DOOR
4'-0"
2668 2668
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
2668
LEGEND:
2668
2668 2'-6" WIDTH x 6'-8" HEIGHT WIN. - CASEMENT
2668
3'-3"
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
WIN. - FIXED SAFETY GLASS - WINDOW
36" HIGH HANDRAIL UP
WH
HOLLOW CORE - DOOR
40'-6"
2668
15R@7 1/2" 14T@10"
HRV UNIT
3'-4"
3068
RS / LS WIN. - SLIDE TO RIGHT/LEFT
3'-814"
5'-612"
3'-612"
2'-7"
2668
3068
9'-421"
3'-1134"
WELL 2'-10"X15'-0"
40'-6"
6'-1021"
8'-0"
5'-234"
3020RS
8'-234"
15'-7"
12'-412" 15'-0"
3. 4. 5. 6. 7.
5'-712"
6'-9"
5'-10"
DN 8R@ 7 14"
ROUGH CARPENTRY
SCW
1'-6"
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
4'-5"
WATER CLOSET
12'-10" OVERHEAD EXHAUST FAN
9'-3"
2668 2668
5'-2"
4'-414"
2668
INTERCONNECTED HARDWIRED SMOKE DETECTORS WITH A BATTERY BACKUP SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
24'-9"
2'-8"
4'-021"
9'-0"
4'-414"
9'-6"
3026RS
5'-621"
NOTE: ALL LINTELS < 6'-0" LENGTH, SHALL BE 2 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS
3'-612" 5'-5"
2'-221"
3026RS
ALL LINTELS > 6'-0" LENGTH, SHALL BE 3 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS LEGAL SUITE AREA, CEILING TO BE 5/8" TYPE "X" DRYWALL REINFORCED CONC. RETAINING WALL
3'-8"
4'-4"
5'-614"
SOLID CORE W/ WEATHER SEAL - DOOR WASH BASIN
3030
5'-134"
2668
5/8" TYPE "X" GWB EACH SIDE OF 2"X6" WALL - 45 min. RATED
2'-0"
1'-11"
9'-1012"
LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER, MAXIMUM MOISTURE CONTENT 19%. ROOF SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, METAL "H" CLIPS TO SUPPORT EDGES: 1/2" (12.5MM) FOR 16" (400MM) O/C SUPPORT; 5/8" (15.9MM) FOR 24" (600MM) O/C SUPPORT. INTERIOR FLOOR SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. USE TO PLYWOOD WHERE REQUIRED BY STRUCTURAL DESIGN. FLOOR UNDERLAY: THREE PLY, 11/32" (8.5MM) THICK, SPRUCE PLYWOOD WITH THE FINISH FACE SECTION 07300 DOUBLE SANDED AND THE BACK FACE SLIGHTLY SANDED. THE CONTRACTOR MUST CONFIRM PRIOR TO INSTALLATION THE FLOORING UNDERLAY THAT IT IS ACCEPTABLE TO THE RESILIENT FLOORING MANUFACTURER. ASPHALT SHINGLE AND CEDAR SHINGLE/SHAKES IF APPLICABLE EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOODPRODUCTS: ASPHALT SHINGLES: ACCEPTABLE MATERIALS AS LISTED IN THE RCABC ROOFING PRACTICES MANUAL, 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 GRADE, FASTENER: 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 GALVANIZED TO ASTM A525,ZF275 COATING, PRE FINISHED WITH STELCOLOUR 5000 SERIES PAINT FINISH. 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. WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDS IN FLAT ROOFS, EAVES PROTECTION: SELF ADHESIVE RUBBERIZED ASPHALT SHEET INSTALLED TO BUILDING CODE REQUIREMENTS. PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM ACCEPTABLE MATERIALS AS LISTED IN RCABC ROOFING MANUAL TAB 2" ACCEPTABLE MATERIAL LIST", LATEST EDITION. 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU UNDERLAY: 1 PLY OF No. 15 NON PERFORATED ASPHALT FELT TO CSA A123.3M1979. (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. EXECUTION: ASPHALT SHINGLE ROOFING MUST BE INSTALLED ACCORD. TO RCABC,STR-LS FOR LOW SLOPE ROOFS. 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. B 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. 7-7 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 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 JOINTS 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. ELEVATION OF THE GUTTER. THE CAP SHEET IS TO PROVIDE UV PROTECTION AND MUST BE INSTALLED IN ALL INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS. 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
DN
9'-421"
5026RS
SECTION 06100
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
1. ROOF FINISH: ASPHALT SHINGLE 2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE
3068
EXTERIOR BUILDING FINISH MATERIALS:
A 7-7
BOUNDARY OF LEGAL SUITE NEW CHANGES
11'-712"
2'-6"
4'-221"
7'-11"
13'-9"
40'-0"
PROVIDE MIN. 2-1/2" CLEARANCE BETWEEN ROOF SHEATHING AND INSULATION. PROVIDE MIN. 1" CLEARANCE BETWEEN TOP OF ROOF JOIST AND INSULATION. VENTILATE ATTIC SPACES TO 1/300 OF INSULATED CEILING AREA. ROOF VENTS MUST BE UNIFORMLY DISTRIBUTED WITH A MIN. OF 25% IN EAVES AND 25% IN ROOF TOP. PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH.
BASEMENT FLOOR PLAN SCALE: 14" = 1'-0"
NOTE: WALL FOOTING SIZE - 22"x8": PROVIDE 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM
8' - 0 34" HIGH CEILING
FOUNDATION WALL - 8" PROVIDE 15M@ 16" o.c. EACH WAY C/W 1.5" CLEAR COVER FROM INSIDE FACE OF WALL
FLOOR AREA: SECONDARY SUITE: BSMT. WELL:
F1 - 36" x 36" x 10" CONC. PAD FOOTING 3-15M EACH WAY AT 3" CLEAR COVER FROM BOTTOM
CLIENT:
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
Basement Floor Plan
1190 SQ FT 594 SQ FT 131 SQ FT
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
A
2/6
A 7-7
A 7-7
38'-0" 38'-0"
11'-214"
3'-1014"
4'-4"
DN
3'-314"
5080
2850RS
2850RS
5040RS
6'-6"
1'-11"
5'-0"
2'-512"
5'-0"
11'-1034"
5040RS
3040RS
5068
3040RS
3'-121"
16'-0"
15'-7"
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
2668
3'-1121"
2'-0" O.H.
10'-9"
2850RS
2'-721"
5'-114"
26'-6"
3'-412"
2668
2668
ATTIC ACCESS 2'-0"X2'-3" 10'-6" 10'-0" 5'-0"
2668
3030RS
DORMER
4'-734"
B 7-7
10'-0"
2030SH
3'-1014"
4'-614"
2'-0" O.H.
8'-6" 5'-8"
4040RS
5'-6"
2'-221"
3040RS
4'-2"
2668 2668
6'-921"
24'-11"
5'-1121"
2668
2668 2030RS
4'-3"
40'-6"
8'-312"
7'-021"
4020RS
2'-414" 2'-714"
4'-1112" 6'-921"
11'-1021"
2668
8070TC
3'-0" HIGH GUARD RAIL(TYP.)
1'-334"
5'-6"
6'-334"
6'-514"
3'-6"
2830RS 5'-912"
DN
6'-121"
6'-2"
6'-5"
6'-0"
40'-0"
4'-121" 8'-0"
40'-0"
6'-912"
6'-1121" 13'-9"
MAIN FLOOR PLAN
SECOND FLOOR PLAN
SCALE: 14" = 1'-0"
SCALE: 14" = 1'-0"
9' - 0 34" HIGH CEILING
8' - 0 34" HIGH CEILING
FLOOR AREA: 1554 SQ FT. FRONT PORCH: 39 SQ FT. DECK AREA: 228 SQ FT
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
2830LS
18'-1"
8R@7"
3'-1021"
18'-3"
2'-0" O.H.
8070TC
1'-334"
1'-3"
window seat
4'-0"
2'-0"
5'-0"
3'-0"
5080
window seat 8040TC
4'-0"
2'-0"
2'-0"
4'-3"
8'-6"
1'-5"
18R@7 14" 17T@10" DN
16'-812"
5'-2"
4068
5040RS
2'-7"
5'-1"
3'-921"
2668
8'-0"
WINDOW SEAT 18" HIGH
5'-721"
2'-521"
2668
B 7-7
9'-021"
36" HIGH HANDRAIL
1'-0"
5'-3"
40'-6"
5040RS
6'-734" UP
10'-1021"
36'-6"
3'-10"
3030RS 3'-1121"
40'-6"
18R@7 1/2" 17T@10"
2868
2'-721"
2668
5068
1'-1114"
2'-1"
1568
4'-4"
4'-4"
4'-1014"
6'-314"
2868 3'-512"
21068
2668
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
10'-1034"
3040RS
3'-6" high guard rail
3'-6" high guard rail
1656RS 2680
5'-514"
3'-3"
14'-412"
13'-1"
8'-10"
9'-321"
4'-1"
1'-11"
10'-621"
7068
DN
2'-0"
5R @ 7"
19'-9"
11'-1034"
15'-514"
6'-0"
2'-934" 5R @ 7"
CLIENT:
FLOOR AREA: 1199 SQ FT DECK AREA: 87 SQ FT
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
Main & Upper Floor
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
A
3/6
6'-014" [1.83m]
ROOF RIDGE LVL. 387.64
U/S CEILING LVL. 381.62
12
1
5 12 5
3
9 9
MATERIAL SPECIFICATIONS
8' [2.44m]
2
10
12
8
4 5 6
9
11'-23 8" [3.41m]
12 10
6
ASPHALT SHINGLE 40 YRS - IKO CAMBRIDGE, DUAL BLACK
2.
BUILT-IN GUTTER - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
3.
1 x 4 OVER 1 x 6 ON 2" X 10" FASCIA BOARD
4.
1" X 4" WOODEN TRIM AND 4" MOULDING ALL AROUND
5.
STUCCO
6.
ALUMINUM FRAMED WINDOW AND PATIO DOOR
7.
WOODEN EXTERIOR DOOR
8. 9.
STONE OR STUCCO CEDAR
8
5
7
8
AVE. GRADE. LVL. 358.1
9'-23 8" [2.80m]
MAIN FL. LVL. 362.42
E.EL. 358.1 P.EL. 358.5
E.EL. 358.5 P.EL. 358.5
CELLAR. LVL. 353.22 ROOF RIDGE LVL. 387.64
FRONT ELEVATION (NORTH)
12
6'-014" [1.83m]
scale: 14" = 1'-0"
5
8' [2.44m]
U/S CEILING LVL. 381.62
3'-6" HIGH GAURD RAIL (TYP.)
11'-23 8" [3.41m]
SECOND FLOOR LVL. 373.62
RIGHT / WEST ELEVATION TOTAL AREA: 789 SQ. FT. ( 73.30 SQ.M.) DISTANCE TO PROPERTY LINE: 4'-9" (1.45 M) â&#x2030;&#x2C6; 1.5M MAX. ALLOWABLE UNPROTECTED AREA @ 8.0% = 65.26 SQ. FT. PROPOSED UNPROTECTED AREA: 64.5 SQ. FT
" 3'-0
MAIN FL. LVL. 362.42
AVE. GRADE. LVL. 358.1
8
H
HIG
D HAN
3'-6" HIGH GAURD RAIL (TYP.)
L RAI
9'-23 8" [2.80m]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
SECOND FLOOR LVL. 373.62
1.
3'-0
"H 3'-0 IGH H " hig AND h ha RA nd IL rail
E.EL. 358.4 P.EL. 358.5 E.EL. 358.1 P.EL. 358.5
RIGHT ELEVATION (WEST) scale: 14" = 1'-0"
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
CELLAR. LVL. 353.22
CLIENT:
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
Front & right side elevation
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
A
4/6
scale: 14" = 1'-0"
6'-014" [1.83m]
ROOF RIDGE LVL. 387.64 12 5
8' [2.44m]
U/S CEILING LVL. 381.62
3'-6" HIGH GAURD RAIL (TYP.) 12 4
12
11'-23 8" [3.41m]
10
3'-6" HIGH GAURD RAIL (TYP.)
AVE. GRADE. LVL. 358.1
9'-23 8" [2.80m]
MAIN FL. LVL. 362.42
E.EL. 358.4 P.EL. 358.5
E.EL. 357.7 P.EL. 358.5
CELLAR. LVL. 353.22
REAR ELEVATION (SOUTH)
ROOF RIDGE LVL. 387.64
= 1'-0"
12
6'-014" [1.83m]
scale: 14"
5
8' [2.44m]
U/S CEILING LVL. 381.62
3'-6" HIGH GAURD RAIL (TYP.)
12
SECOND FLOOR LVL. 373.62
10
11'-23 8" [3.41m]
LEFT / EAST ELEVATION TOTAL AREA: 913 SQ. FT. ( 84.82 SQ.M.) DISTANCE TO PROPERTY LINE: 5'-0" (1.5 M) â&#x2030;&#x2C6; 1.5M MAX. ALLOWABLE UNPROTECTED AREA @ 8.0% = 65.86 SQ. FT. PROPOSED UNPROTECTED AREA: 64 SQ. FT (4.55 SQ. M.)
3'-0
3'-6" HIGH GAURD RAIL (TYP.)
hig '-0"
3
MAIN FL. LVL. 362.42
AVE. GRADE. LVL. 358.1
9'-23 8" [2.80m]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
SECOND FLOOR LVL. 373.62
"H 3'-0 IGH H " hig AND h ha RA nd IL rail
il d ra
n
h ha
3'-6" HIGH GAURD RAIL (TYP.)
E.EL. 357.7 P.EL. 358.5
E.EL. 358.5 P.EL. 358.5
LEFT ELEVATION (EAST) scale: 14" = 1'-0"
CELLAR. LVL. 353.22
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
CLIENT:
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
Side Elevations
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
A
5/6
ROOF RIDGE LVL. 387.64
1 6'-014" [1.83m]
12 5 ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
DUROID ROOF BUILDING PAPER ON 12" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 5 8" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP
SECTIONAL DETAILS AND SPECIFICATIONS:
U/S CEILING LVL. 381.62
1 2
- ROOF FINISH: 210 # ASPHALT SHINGLES ROOF - STARTER STRIP - 716" 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.
8' [2.44m]
3 TYP.CELLAR FLR. ASSEMBLY GYPSUM BOARD FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH 1" 2
SECOND FLOOR LVL. 373.62
3'-6" HIGH GUARD RAIL (TYP.)
5
112" CONC. TOPPING
2
6
11'-23 8" [3.41m]
TYP.CELLAR FLR. ASSEMBLY GYPSUM BOARD FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
INTERIOR PARTITIONS ( 1 hr FRR):
4
1" 2
" 3'-0
MAIN FL. LVL. 362.42
ha high
rail
3'-6" HIGH GUARD RAIL (TYP.) 5 " ANCHOR BOLTS @ 36" 8 O.C.(TYOP)
112" CONC. TOPPING
5
3'-0
" HI
GH
HAN DR
7
9'-23 8" [2.80m]
2-15M CONTINUOUS
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
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.
AIL
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
- 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY
nd
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
7 DAMPROOFING
6
6'-014" [1.83m]
1
A
B
LESS THAN 7'-6"
0"
0"
7'-6" TO 8'-0"
18"
20"
8'-1" TO 9'-0"
14"
20"
9'-1" TO 10'-0"
12"
20"
NOTE: 1. REBAR TO BE 230 MPa MINIMUM. 2. CONCRETE TO BE 20 MPa MINIMUM. 3. BACKFILL NOT TO EXCEED 20 KN/ cubic METER
TYPICAL FLOOR CONSTRUCTION
2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE GARAGE SLAB OR FINISHED GRADE
W1(C): -38mm(112")X 89mm(321") STUDS SPACED 400mm OR 600mm -WITH 89mm THICK ABSORPTIVE MATERIAL -15.9mm(5 8") TYPE X GYPSUM BOARD
MAX. COVER 2" HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM) APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13 4" CONC. SLAB ON 6 MIL. POLY. V.B. ON 6" COMPACTED GRANULAR FILL
NET BACKFILL HEIGHT
VERTICAL STEEL = 'A' (ALTERNATE HOOKS)
ON PLAN
8"
2-15M CONT. AS NOTED ON PLAN
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
5
8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)
W1(C): -38mm(121")X 89mm(312") STUDS SPACED 400mm OR 600mm -WITH 89mm THICK ABSORPTIVE MATERIAL -15.9mm(5 8") TYPE X GYPSUM BOARD
8"
TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL
DETAIL AT 'A'
TYP.CELLAR FLR. ASSEMBLY GYPSUM BOARD FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 112" CONC. TOPPING 5 8" T&G PLYWOOD SUBFLOOR RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH 1" 2
SECOND FLOOR LVL. 373.62
F.R.R WALL DETAIL
-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD
F.R.R. CEILING DETAIL
AVE. GRADE. LVL. 358.1
PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
5
8" ANCHOR BOLTS @ 36" O.C.(TYOP)
2-15M CONTINUOUS DAMPROOFING
7 DRAIN TILE 2-15M CONTINUOUS
6
CELLAR. LVL. 353.22
DRAIN TILE 2-15M CONTINUOUS
B 6-6
SHEET TITLE:
MR.DOM PINEDA
TYP.CELLAR FLR. ASSEMBLY GYPSUM BOARD FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
5
scale: 14" = 1'-0"
CLIENT:
VAULTED CEILING
1" 2
SECTION AT
SUPPORTED WALL SECTION
5
4
MAIN FL. LVL. 362.42
F5(D): -SUBFLOOR OF 15.5mm PLYWOOD, OSB OR WAFERBOARD OR 17mm TONGUEAND GROOVE LUMBER -38mm(112")X 235mm(914") WOODFLOOR JOISTS -ABSORPTIVE MATERIAL IN CAVITY -METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm(85") TYPE X GYPSUM BOARD
DUROID ROOF BUILDING PAPER ON 12" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 5 8" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP
3
FLOOR JOIST
NOTCH OUT 21" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS
15M @ 15" o.c.
4"Ã&#x2DC; PERIMETER DRAIN TILE WITH DRAIN ROCKS
A
SUBFLOOR
5
12 10
2
30 MIN. F.R.R. ASSEMBLY DETAIL
212" RIGID INSULATION (N.I.C.) TO BELOW FROSTLINE OR 2x4 FURRED WALL w/ R12 F.G. BATT INSUL. (N.I.C.) WHERE INDICATED
8" REINFORCED CONCRETE FOUNDATION WALL
U/S CEILING LVL. 381.62
SECTIONAL DETAILS AND SPECIFICATIONS:
EXTERIOR WALL CONSTRUCTION 5 8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)
ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
4' [1.22m]
NET BACKFILL HT.
12 5
8' [2.44m]
F5(D): -SUBFLOOR OF 15.5mm PLYWOOD, OSB OR WAFERBOARD OR 17mm TONGUEAND GROOVE LUMBER -38mm(121")X 235mm(914") WOODFLOOR JOISTS -ABSORPTIVE MATERIAL IN CAVITY -METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm(58") TYPE X GYPSUM BOARD
SUPPORTED WALL (10M BAR)
24"
ROOF RIDGE LVL. 387.64
11'-23 8" [3.41m]
scale: 14" = 1'-0"
A 6-6
9'-23 8" [2.80m]
SECTION AT
DRAIN TILE 2-15M CONTINUOUS
3'-314" [1.00m]
CELLAR. LVL. 353.22
AS NOTED
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
- 5 8" TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)
EAVES:
3
MAIN FLOOR (1 hr FRR): - 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
- BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
4
AVE. GRADE. LVL. 358.1
5
ROOF:
SECTIONAL DETAILS
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
A
6/6
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
â&#x2C6;&#x2122;
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
CLIENT:
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
ENERGY DETAIL
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
N.T.S.
V13
SHEET NO:
A
GRID
GRID
HEADER
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.) 1/2"CONTROL JOINT FLOOR FINISH ON C/W CAULK AND ROD CONCRETE TOPPING
MIN. 3/8" GAP BETWEEN WINDOW & 1X2 STRAPPING
EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
4" ADHERED FLASHING MEMBRANE
INTERIOR
100 mm (4")
FLOOR FINISH ON CONCRETE TOPPING
SHEATHING PAPER BEHIND FLASHING AND INTO WINDOW OPENING INSECT SCREEN
MIN. 2% SLOPE TO DRAIN SEALANT JOINT AT VENT DUCT TO HOUSEWRAP (A.B.)
2"CONTINUOUS FLANGE AT PERIMETER OF HOOD
ROD AND SEALANT STUD @ 16" O.C
2"
2
SEALANT OR GASKET (A.B.) BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED
1 MIN 2"
BLDG. PAPER
4.06
23.03
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
3.99
22.61
0.68
4.11
23.29
ADHERED MEMBRANE FLASHING TO LAP 100mm (4") OVER SHEATHING PAPER BELOW
ROOF ASSEMBLY COMPONENTS (W/ ASPHALT SHINGLES) 1 ROOFING SHINGLES 2 POLYTHENE V.B 5 ″ (15.88 MM) OSB SHEATHING 3 8 4 2 x 10 JOISTS W/ R50 BATT @ 24″ O.C. 5 POLYETHYLENE 6 1/2″ (12.7 MM) GYPSUM BOARD 7 INTERIOR AIR FILM
RSI 0.077 0.00 0.136 8.8 0.00 0.08 0.12
R 0.44 0.00 0.77 50.0 0.00 0.45 0.68
SEALANT OR GASKET JOINT AT POLYETHYLENE (A.B. & V.B.) TO PLATE (A.B.)
2X10 FLOOR JOISTS
SEAL POLYETHYLENE (V.B.) TO SHEATHING PAPER (A.B.)
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
9.21
50.34
FLOOR ASSEMBLY OVER UNHEATED SPACE 1 EXTERIOR AIR FILM 2 FLOOR FINISHES (3 4" HARDWOOD) 3 POLYETHYLENE 4 512" CONC. SLAB 5 R-28 INSULATION 9 NATURAL GRADE
RSI 0.03 0.12 0.00 0.15 4.99 0.00
R 0.17 0.68 0.00 0.83 28.00 0.00
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
5.29
29.68
TRIPLE GLAZED WINDOWS & DOORS LOW E, DOUBLE GLAZED (6mm GAP), TEMPERED GLASS εn = 0.1, AIR FILLED WITH VINYL OR FIBRE GLASS FRAME
USI
U
1.4
0.246
1" 2
SEPERATION AIR SPACE
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
1 MIN.
PREFINISHED METAL FLASHING C/W END DAMS TO EXTEND 1" PAST END OF WINDOW FRAME
VENTED ALUMINUM SOFFIT PANELS EFFECTIVE RSI - 4.06 SEAL SHEATHING PAPER (A.B.) TO WINDOW FRAME REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
VALUES ADOPTED FROM CANADIAN WOOD COUNCIL
VALUES ADOPTED FROM CANADIAN WOOD COUNCIL
1.5" SILL PLATE
BUILDING - INTERIOR DESIGNERS
EXTERIOR STUCCO CLADDING
- HEAVY- DUTY POLYVINYL CHLORIDE (PVC )
INTERIOR
AIR SPACE W/ 1x2 TREATED WOOD STRAPPING SCREWED THROUGH INSULATION
THERMOPLASTIC WATER PROOFING MEMBRANES ARE OVERLAPPED AND HEAT FUSED ( APPLICATION CODE :CGSB -37-GP-55M)
SEALANT OR GASKET POLYETHYLENE TO PLATE (A.B.)
FLASHING & COUNTER FLASHING
SEALANT OR GASKET (A.B.)
ASPHALT IMPREGNATED PAPER
INSECT SCREEN - NO DAMPERS
EFFECTIVE RSI VALUE = 6.06 ROOFING SHINGLES (M.B.) WATERPROOF ROOF MEMBRANE (M.B.) FOR EAVE PROTECTION 5/8" OSB ROOF SHEATHING W/ H CLIPS WOOD ROOF FRAMING R-50 BATT INSULATION POLYETHYLENE (A.B. & V.B.) GYPSUM BOARD
GRID
1/2″ (12.7 MM) PLYWOOD SHEATHING
2 X 2 BLOCKING AT BOTH ENDS OF VENT 11/2" CONT. VENT
POLYETHYLENE VAPOR BARRIER
ADHERE SUBFLOOR TO HEADER (A.B.) FLOOR FINISH ON CONCRETE TOPPING
EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING
EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 (RSI-1.06)
1/2″ (12.7 MM) GYPSUM BOARD
MIN. 2% SLOPE TO DRAIN
2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. SLOPED SUB-SILL FRAMING
SEALANT OR GASKET (A.B.) REFER TO W-1 FOR EXTERNAL WALL ASSEMBLY DETAIL
INSULATION GUARD
POLYETHYLENE (V.B. AND A.B.) SEALANT OR GASKET (A.B.)
EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
GASKET (A.B.)
BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED
LAP POLYETHYLENE AND SEAL TO ADHERED MEMBRANE (A.B. AND V.B.)
W-1
SEALANT AND BACKER ROD JOINT AT WINDOW FRAME TO MEMBRANE (A.B. AND M.B.) SEALANT FILLET JOINT PREFINISHED METAL DRIP FLASHING
SEALANT BETWEEN POLYETHYLENE AND HOUSEWRAP (A.B.) FLOOR FINISH ON CONCRETE TOPPING
INTERMITTENT 1/8" P.T. SHIM BEHIND WINDOW FLANGE TO CREATE DRAINAGE PATH (ALTERNATELY DRILL HOLES OR SLOTS THROUGH WINDOW FLANGES TO TO ALLOW FOR DRAINAGE)
HOUSEWRAP AT HEADER (A.B.)
BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED GYPSUM BOARD
BATT INSULATION POLYETHYLENE (V.B.) STAPLED IN PLACE
25mm (1")
ADHERED MEMBRANE FLASHING (M.B.) SILL GASKET (A.B.)
CEMENT OR ACRYLIC STUCCO PARGING
EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
8" CONC. FOUNDATION WALL
FINISHED GRADE
4" EXTRUDED POLYSTYRENE R-5/in. 1" 2
REFER TO W-2/A-501 FOR FND WALL ASSEMBLY DETAIL
DRYWALL FINISH
912"
INSECT SCREEN
SEE 'FLASHING-BEST PRACTICE GUIDE' FOR ADDITIONAL ROOF FLASHING DETAILS
DAMP PROOFING / VAP. BARRIER
1/2"
2" MIN.
FILTER CLOTH
VENTED ALUMINUM SOFFIT PANELS
FLOOR OVER UNHEATED SPACE EFFECTIVE RSI 2.06
512"
CEMENT OR ACRYLIC STUCCO PARGING
8" MINIMUM
SHEATHING PAPER TO LAP OVER ADHERED MEMBRANE FLASHING
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
SEAL HOUSEWRAP (A.B.) TO FRAMING
CONTINUE EAVE PROTECTION 12" BEYOND INSIDE FACE OF WALL
ADHERED MEMBRANE FLASHING TO EXTEND 4" AND LAP OVER SHEATHING PAPER
INTERIOR
COMPLETE W/ 4" EXTRUDED POLYSTYRENE FOAM BOARD INSUL. R-5/in.
WOOD FRAMING (STUDS OR STRAPPING)
W-2 UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
CLIENT:
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
GENERAL DETAIL
RSI R 0.03 0.17 0.035 0.20 1.06 6.00 0.00 0.00 0.11 0.62 2.55 14.49 0.00 0.00 0.08 0.45 0.00 0.00 0.12 0.68 .12
2a
2 SEALANT OR GASKET (A.B.)
EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
12mm (1/2")
SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.)
1X2 STRAPPING
UDC DESIGN CENTER LTD
4" FLANGE
25.4mm (1")
R 0.17 0.62 6.00 0.00 0.62 14.49 0.00 0.45 0.00 0.68
WALL ASSEMBLY COMPONENTS (W/ STUCCO CLADDING) 1 EXTERIOR AIR FILM 3 " STUCCO FIN. 2 4 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER2 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM
SHEATHING PAPER TO LAP METAL FLASHING
ROD AND SEALANT 1
RSI 0.03 0.11 1.06 0.00 0.11 2.55 0.00 0.08 0.00 0.12
VALUES ADOPTED FROM CANADIAN WOOD COUNCIL
4" FLANGE 6
WALL ASSEMBLY COMPONENTS (W/ NINYL CLADDING) 1 EXTERIOR AIR FILM 2 VINYL SIDING (NO AIR SPACE) 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM
EXTERIOR
4"
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
RSI / R VALUE CALCULATIONS FOR ASSEMBLIES
EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING
GRID
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
N.T.S.
V13
SHEET NO:
B
SPECIFICATIONS AND GENERAL NOTES:
BUILDING SPEC. LIST:
EXTERIOR BUILDING FINISH MATERIALS:
1. ROOF (TRUSS):
1. ROOF FINISH: ASPHALT SHINGLE 2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE
7. UPPER FLOOR:
1HR. FIRE RATED FOR WALLS AND CLG.
3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME 4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT
2. CEILING:
GENERAL NOTES
SECTION 07200
123456-
VAPOR BARRIER / VAPOR RETARDER PRODUCT: MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. SEAL VAPOR BARRIER RETARDER TO PENETRATIONS.
78-
WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4. CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SLAB A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS
11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN. 12 - DWELLING SECURITY AS PER # 9.6.8 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES.
SECTION 06100 ROUGH CARPENTRY
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.
LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER, MAXIMUM MOISTURE CONTENT 19%. ROOF SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, METAL "H" CLIPS TO SUPPORT EDGES: 1/2" (12.5MM) FOR 16" (400MM) O/C SUPPORT; 5/8" (15.9MM) FOR 24" (600MM) O/C SUPPORT. INTERIOR FLOOR SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. USE TO PLYWOOD WHERE REQUIRED BY STRUCTURAL DESIGN. 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 INSTALLATION THE FLOORING UNDERLAY THAT IT IS ACCEPTABLE TO THE RESILIENT FLOORING MANUFACTURER. EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOOD UNDER PVC DECK WATERPROOFING. EXTERIOR WALL SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. WOOD SIDING IF REQUIRED IN DESIGN: WESTERN RED CEDAR, KILN DRIED, SELECTED KNOTTY GRADE, BEVELED OR CHANNEL PATTERN, PRE-STAINED. FIBBER CEMENT EXTERIOR SIDING: NON COMBUSTIBLE FIBBER REINFORCED CEMENT HORIZONTAL SIDING. EXTERIOR FASCIAS AND TRIM: No.2, S-P-F, TEXTURED (COMBED) FINISH, PRE PRIMED FOR SOLID COLOR STAIN, NOT LESS THAN 2" (50MM) NOMINAL THICKNESS. SILL GASKET: CLOSED CELL POLYETHYLENE FOAM. GRAB BAR BLOCKING: 2" X 10" (38MM X 235MM). WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDS IN FLAT ROOFS, PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. USE HEM-FIR OR PINE INCISED LUMBER FOR TREATMENT. TREAT CUT SURFACES WITH TWO BRUSH OF COPPER NAPTHANATE PRESERVATIVE. EXECUTION: EXTERIOR WALL SILL PLATES: SET EXTERIOR WALL SILL PLATES ON FULL WIDTH STRIP OF FASCIA WINDOW TRIM, TRIM: INSTALL FASCIAS AND TRIMS IN LONGEST PRACTICAL LENGTHS, END JOINTS TO BE CUT IN 45 DEGREES AND LAPPED. FASTEN WITH HOT DIPPED GALVANIZED CASING NAILS AND COUNTERSINK. WOOD SIDING: INSTALL WALL CAVITY IF REQUIRED BY WALL DESIGN. USE LONGEST POSSIBLE LENGTHS TO MINIMIZE END JOINTS. INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS. DO NOT NAIL THROUGH OVERLAPPING PIECES. 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. 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.
SECTION 07200 INSULATION: PRODUCTS: EXTRUDED POLYSTYRENE: STANDARD CGSB51-GP-20M,TYPE 4. R: 5 PER INCH, RICHNESS: AS REQUIRED TO MEET P VALUE, LOCATION: FOUNDATION INSULATION. EXPANDED POLYSTYRENE: STANDARD: CGB51-GP-20M, TYPE 2, R: 4 PER INCH. THICKNESS: AS REQUIRED TO MEET R VALUE. LOCATION: CAVITY WALLS. BATT INSULATION: STANDARD: CSA A101-M83, TYPE 1. R VALUE: 19 . LOCATION WITHIN WOOD STUD WALLS, AND R 38 WITHIN CEILING. EXECUTION: EXTEND BOARDS A MINIMUM OF 24" (600MM) BELOW GRADE. INSTALL PERIMETER INSULATION USING MECHANICAL FASTENERS OR ADHESIVE. BUTT JOINT TIGHTLY, OFFSET HORIZONTAL AND VERTICAL JOINTS. USE LARGEST POSSIBLE SHEETS TO REDUCE NUMBER OF JOINTS. DO NOT USE CHIPPED OR CRACKED INSULATION BOARDS. PROTECT INSULATION WITH PRESSURE TREATED PLYWOOD AND PRE FINISHED METAL CAP FLASHINGS. INSULATION IN CAVITY WALLS: APPLY INSULATION IN CAVITY WALLS USING IMPALE TYPE CLIPS. FASTEN BOARDS WITH A MINIMUM OF (4) FASTENERS PER 24" X 48" (600MM X 1200MM) BOARD. BATT INSULATION: INSTALL FULL WIDTH AND LENGTH BETWEEN STUDS AND FRAMING MEMBERS TO FIT SNUGLY WITHOUT BUCKLING, CREASING OR CRUSHING. IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA LENGTH OF INSULATION TRIMMED AT TOP. FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND EXTERIOR DOORS AND WINDOWS AND OTHER PROTRUSIONS. INSTALL INSULATION IN CONTINUOS CONTACT WITH INTERIOR SHEATING. ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN WHICH THEY OCCUR.
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
8. FLOOR SLAB:
3. ROOF (RAFTERED): 9. FOUNDATION:
SECTION 07270 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 MANUFACTURER'S PRINTED INSTRUCTIONS AT ALL THE LOCATION IN THE EXTERIOR OF THE BUILDING ENVELOPE WHERE AIR IS FREE TO INFILTRATE THROUGH JOINTS IN COMPONENTS OF THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF 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 UPWARDS WITH EACH SUCCEEDING SHEET. OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE ARRANGED TO SHED WATER. END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM OF 48" (1200MM). RETURN SHEET OVER FLASHINGS.
4. FASCIA:
10. DRAINAGE:
11. STAIRS: 5. EXTERIOR WALL:
4
12 12. BEARING WALL
SECTION 07300
6. INTERIOR WALL:
ASPHALT SHINGLE AND CEDAR SHINGLE/SHAKES IF APPLICABLE PRODUCTS: ASPHALT SHINGLES: ACCEPTABLE MATERIALS AS LISTED IN THE RCABC ROOFING PRACTICES MANUAL, TAB 2" ACCEPTABLE MATERIALS LIST", LATEST EDITION. SHINGLE MATERIALS MAY BE ORGANIC OR FIBERGLAS CORE PRODUCT. FASTENER: NAILS MUST BE LARGE HEAD, CORROSION RESISTANT, (ELECTRO-GALVANIZED, HOT DIPPED GALVANIZED, ALUMINUM), ROOFING NAILS. METAL FLASHING: BASE AND COUNTER FLASHING AND COPING METAL TO BE SHEET STEEL, MINIMUM 26 GAUGE, GALVANIZED TO ASTM A525,ZF275 COATING, PRE FINISHED WITH STELCOLOUR 5000 SERIES PAINT FINISH. STEP FINISHING MUST BE 26 GAUGE IN ACCORDANCE WITH RCABC REQUIREMENTS. ACCESSORIES: INSTALL ZINC. STRIPS TO ASPHALT SHINGLE AT ALL RIDGE LOCATIONS. INSTALL ZINC STRIP MUST BE 2" (50MM) EXPOSED TO THE WEATHER. EAVES PROTECTION: SELF ADHESIVE RUBBERIZED ASPHALT SHEET INSTALLED TO BUILDING CODE REQUIREMENTS. ACCEPTABLE MATERIALS AS LISTED IN RCABC ROOFING MANUAL TAB 2" ACCEPTABLE MATERIAL LIST", LATEST EDITION. UNDERLAY: 1 PLY OF No. 15 NON PERFORATED ASPHALT FELT TO CSA A123.3M1979. EXECUTION: ASPHALT SHINGLE ROOFING MUST BE INSTALLED ACCORD. TO RCABC,STR-LS FOR LOW SLOPE ROOFS. INSTALL UNDERLAY ON ALL ROOF DECKS WHERE ASPHALT SHINGLES OF ANY TYPE ARE TO BE INSTALLED. UNDERLAY TO BE MINIMUM 1 PLY OF No. 15 NON PERFORATED FELT, LAPPED MINIMUM 3"(75MM) OR THE SPECIFIC SHINGLE MANUFATURER'S. RECOMMENDED UNDERLAY. THIS UNDERLAY IS ADDITIONAL TO ANY MATERIAL USED FOR EAVES PROTECTION AND SHOULD BE LAPPED OVER THE LEADING (TOP) EDGE OF THE EAVES PROTECTION. PROVIDE SLOPE TO DRAIN IN ALL GUTTER APPLICATIONS. WATERPROOF LINING FOR "HIDDEN" OR "INBOARD" OR PLY FULLY TORCHED TO FIRST PLY. "BUILT-IN" TYPE GUTTERS MUST BE FULLY ADHERED 2 PLY MODIFIED BITUMEN SHEETS AND MUST THE BASE SHEET INSTALLED UP THE SLOPE OF THE ROOF A MINIMUM OF 18" (450MM) HIGHER THAN TOP OF OUTBOARD SIDE 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 ENSURE DRAINS DISCHARGE INTO DOWN SPOTS THAT ARE KEPT ABOVE FREEZING.
NOTES FOR ROOF SPACE VENTILATION
13. CRAWL SPACE:
4
4
12
E.EL. 363.4 P.EL. 363.4
1. 2.
UNIFORMLY DISTRIBUTE VENTILATION TO FLAT AND VAULTED ROOFS TO 1/150 OF INSULATED CEILING AREA. PROVIDE 2x2 CROSS PURLINS TO FLAT, VAULTED CEILINGS AND DECKS OVER LIVING AREAS.
3. 4. 5. 6. 7.
PROVIDE MIN. 2-1/2" CLEARANCE BETWEEN ROOF SHEATHING AND INSULATION. PROVIDE MIN. 1" CLEARANCE BETWEEN TOP OF ROOF JOIST AND INSULATION. VENTILATE ATTIC SPACES TO 1/300 OF INSULATED CEILING AREA. ROOF VENTS MUST BE UNIFORMLY DISTRIBUTED WITH A MIN. OF 25% IN EAVES AND 25% IN ROOF TOP. PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH.
4
E.EL. 363.0 P.EL. 363.4
4
CLIENT:
E.EL. 363.4 P.EL. 363.4
SHEET TITLE:
MR.DOM PINEDA PROJECT: CIVIC ADDRESS:8066 -18TH AVE, BURNABY, BC
GARAGE DETAILS
E.EL. 362.4 P.EL. 363.1
E.EL. 361.9 P.EL. 362.6
12
E.EL. 362.4 P.EL. 363.1
12
12
E.EL. 361.9 P.EL. 362.6
E.EL. 363.0 P.EL. 363.4
DRAWN BY:
G.S.B
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
SEP. 2016
FILE NO.
SCALE:
1/4"=1'-0"
V14
SHEET NO:
C