PROJECT DATA: LOT 279, SECTION 26 TOWNSHIP 2 PLAN 54628 NWD PART NW 1/4. CIVIC ADDRESS: 15449 - 85A AVENUE, SURREY ,BC PID: 004-586-255 ZONING: - RF LOT AREA = 660.29 SQ.M. = 7775.31 SFT
LOT AREA: 7775.31 S.F. ALLOWED F.A.R.: 6000x60% = 3600.00 S.F ALLOWED F.A.R.: 1775 x 35% = 621.35 S.F RESERVED GARAGE FLOOR AREA = 420 S.F TOTAL ALLOWED F.A.R.: 4221.35 S.F (including garage 420 s.f.) PROVIDED F.A.R.: 2435 + 1782 (incl. open to below) 4217 S.F
129'-7" [39.49m] 45'-7" [13.90m]
46'-3" [14.10m]
37'-812" [11.50m]
PROVIDED TOTAL FLOOR AREA:
13' [3.96m]
60' [18.29m]
13'-712" [4.15m]
P.EL. 89.32
MAX. ALLOWED HEIGHT: 30'-0" (9.00M) MAX. PROPOSED HEIGHT: 29'-4" (8.95M)
MAIN BUILDING GRADES: AVERAGE NATURAL GRADE ELEVATION: 89.21M MAIN FLOOR FINISHED GRADE ELEVATION: 90.54M
75
PEAK ROOF ELEVATION: 99.67M BSMT/M.B.E. LVL : 87.80M BSMT. IN GROUND: 58%
E.
EL
.
. 88
19'-9" [6.02m]
MEAN ROOF ELEVATION: 98.15M
COVERED OUTDOOR SPACE: 6'-912" [2.07m]
CONC. DRIVEWAY slope 4.8%
E.EL. 88.83 tree to be removed
21'-412" [6.51m] E.EL. 88.97 P.EL. 89.17
Garage At Back 89.31 Garage At Front 89.20
3'-6" WIDE SIDE WALK
slope 2%
5'-11" [1.81m] side set back
Window Well
129'-7" [39.49m]
HEIGHT:
CEILING U/S ELEVATION: 96.63 M
E.EL. 88.97 P.EL. 89.80
62'-012" [18.91m]
TOTAL FLOOR AREA = 4217 S.F
UP 6R@7 "
Porch
UP 1R@6"
LINE OF FLOOR ABOVE
PEAK ROOF ELEVATION: 99.67M BSMT/M.B.E. LVL : 87.80M BSMT. IN GROUND: 58%
E.EL. 89.21 P.EL. 89.80
LINE OF FLOOR ABOVE
MEAN ROOF ELEVATION: 98.15M
CEILING U/S ELEVATION: 96.63 M
SECOND FLOOR FINISHED GRADE ELEVATION: 93.89M
E.EL. 89.13 P.EL. 89.28
MAIN FLOOR FINISHED GRADE ELEVATION: 90.54M
AVERAGE NATURAL GRADE ELEVATION: 89.21M
tree to be removed
LINE OF FLOOR ABOVE
E.EL. 89.53 P.EL. 89.53
LINE OF DECK ABOVE Deck
BSMT. WELL DN 8R@7 1/2"
Maximum Setback
P.EL. 89.32
BSMT. WELL
Tree Protection Barrier Tree Protection Barrier
DN 6R@721"
Window Well Walkway
42'-612" [12.96m]
TOTAL FLOOR AREA = 2435(M) +1782(U)
SECOND FLOOR FINISHED GRADE ELEVATION: 93.89M
Window Well
BUILDING - INTERIOR DESIGNERS
3'-6" WIDE SIDE WALK
MAIN FLOOR: 2013 S.F (excl. Garage ) GARAGE: 422 S.F UPPER FLOOR: 1782 S.F [INCL. OPEN TO BELOW] THE ABOVE AREAS NOT INCLUDING SUNDECKS EXCLUDED EXTENDED HEIGHT AREA = 200 S.F
6'-1" [1.85m] side set back
Window Well
UDC DESIGN CENTER LTD
FLOOR AREA RATIO (F.A.R):
PERMITTED 10% 4217 = 421.7 S.F. RESERVED FRONT PORCH = 160 S.F. PROPOSED FRONT PORCH = 165 S.F. PERMITTED DECK = 262 S.F. PROPOSED DECK = 94+ 147 = 241 S.F. TOTAL DECK AREA = 406 S.F.
25'-012" [7.63m]
LOT COVERAGE: ALLOWED SITE COVERAGE: 7775.31@ 36% = 2799.11 S.F PROVIDED SITE COVERAGE (BLDG. AND DECKS) = 2797 S.F.
SITE PERMEABILITY: MAX. ALLOWED NON-PERMEABLE SURFACE @ 70% = 70% x 7775.31 SFT =5442.72 SFT. PROPOSED NON-PERMEABLE AREA = 3020.23 (BLD.) + 1696.69 (FRONT & SIDE WALK & DRIVE WAY) = 4716.92 SFT.
SITE PLAN scale: 1/8" = 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
CLIENT:
SHEET TITLE:
MR.GURWINDER PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
SITE PLAN
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/8" = 1' - 0"
V23
SHEET NO:
A 1/6
SPECIFICATIONS AND GENERAL NOTES: EXTERIOR BUILDING FINISH MATERIALS: E1
1. ROOF FINISH: ASPHALT SHINGLE 48'-0"
2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
7'-2"
3'-3"
2168
4'-621" 7'-921"
9'-312"
DRAIN
9'-0"
6'-0"
2668
3'0" high hand rail UP 14R@7"
3'-6"
2020RS
WINDOW WELL
1'-8"
E2
3'-221"
2668
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.
HRV unit
12'-1" 53'-5"
3'-3"
NATURAL GAS BOILER FOR RADIANT HEATING
2668
5'-821"
3068
9'-0"
Inter Connected Door & Frame must have 20 min. fire rated CW self closing
3'-3"
Inter Connected Door & Frame must have 20 min. fire rated CW self closing
5'-6"
EXTENT OF SUITE1HR. FIRE RATED 12'-0" FOR WALLS AND CLG.
2668 2668
4026RS
WINDOW WELL
6'-1121"
2668
SECTION 07300
4068
10'-221" 21'-421"
11'-2"
12'-10"
6026RS
14'-221"
20'-1112"
WINDOW WELL
14'-512"
4026RS
WINDOW WELL
7'-3"
2668
2668 2668
2668
7'-3"
NOTES FOR ROOF SPACE VENTILATION 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. LEGEND: PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH.
GARAGE ABOVE 13'-721"
21'-412"
2668 2'-6" WIDTH x 6'-8" HEIGHT CS
WIN. - CASEMENT
2668
ALL DOORS ARE HOLLOW CORE DOORS, OTHERWISE NOTED RS / LS WIN. - SLIDE TO RIGHT/LEFT
NOTE: WALL FOOTING SIZE - 22"x8": PROVIDE 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM FOUNDATION WALL - 8" PROVIDE 15M@ 16" o.c. EACH WAY C/W 1.5" CLEAR COVER FROM INSIDE FACE OF WALL
FX
WIN. - FIXED
SG
SAFETY GLASS - WINDOW
HC
HOLLOW CORE - DOOR
SCW
SOLID CORE W/ WEATHER SEAL - DOOR
WB
WASH BASIN
WC
WATER CLOSET
F
OVERHEAD EXHAUST FAN
13'-0"
12'-621"
1. 2.
F1 - 36" x 36" x 10" CONC. PAD FOOTING 3-15M EACH WAY AT 3" CLEAR COVER FROM BOTTOM
15'-1021"
S CO
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
22'-9"
2168
WINDOW WELL
2020RS
6'-6"
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
5'-112"
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.
6030RS
1'-6"
SECTION 07200
6030RS
3'-721"
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.
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.
7'-5"
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
3668
SECTION 07270
4'-1012"
ROUGH CARPENTRY
5'-921"
LINE OF SUNSHADE OVER BASEMENT DOOR
14'-8"
SECTION 06100
5'-221"
3'-0"
UP 8R@7 1/2"
19'-921"
12 - DWELLING SECURITY AS PER # 9.6.8 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES.
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.
62'-021"
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.
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.
2'-821"
SECTION 07200
S
78-
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
5'-021"
5'-4"
11'-0"
S
123456-
WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4.
4'-10"
5'-8"
S
GENERAL NOTES
2'-121"
10'-421"
S
4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT
6'-1121"
14'-0"
3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME
3068scw SOLID
S
CO
3'-7"
1'-6"
7'-221"
INTERCONNECTED HARDWIRED SMOKE DETECTORS WITH A BATTERY BACKUP SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
ST
E3
SOLAR TUBES FOR DAYLIGHT ILLUMINATION AS PER THE MANU. SPECS.
basement floor plan scale: 14" = 1'-0"
NOTE: ALL LINTELS < 6'-0" LENGTH, SHALL BE 2 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS
floor area = 2012 s.ft secondary suite area = 886.63 s.ft bsmt. well area =298s.ft
ALL LINTELS > 6'-0" LENGTH, SHALL BE 3 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS
CLIENT:
SHEET TITLE:
MR.GURWINDER PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
1'-6"
CORE DOOR, W/WEATHER STRIPPING
BASEMENT FLOOR
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/4"=1'-0"
V23
SHEET NO:
A
2/6
E1 E1 48'-0" 8'-621"
5'-521" 5'-521"
3'-621"
5'-0"
13'-812"
34'-0" 7'-621"
15'-10"
5'-7"
7'-021"
5'-1"
6'-8"
2840RS S.G.
DN 8R@7 1/2"
6'-0"
9 : 12
10'-421"
2668
9'-11"
9'-10"
15'-812"
4070RS
9 : 12
2840RS
4'-121" 9 : 12
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
11'-10"
7668
3030RS
5'-221"
3068
5'-2" 2'-321"
S CO
7'-8"
6'-921"
4'-9"
9'-221"
5080RS
4'-8"
2668
21068
5'-5"
6'-021"
2668
Elevation 3
2668
3'-621"
2668
35'-112"
4'-512"
3'-11"
DN 17R@7" 36" High Handrail
2668
9 : 12
9 : 12
10'-821"
9 : 12
4030RS
2020RS
2'-321"
4030RS
2'-11"
21068
3'-221"
2668
4'-2"
21068
9 : 12
21'-421"
2868
8'-1121"
12'-212"
2668
3068
3076FX
5080
UP 1R@6"
1'-812"
UP 6R @ 7.5" LINE OF UPPER FLOOR
3076FX
4'-10"
37'-10"
21068
4026TS
6040RS
4026TS
2'-1021" 3'-7"
12'-4"
2'-10"
18'-0"
8'-821"
2668
9 : 12
5'-421"
11'-9"
LINE OF FLOOR BELOW
1'-0"
4'-0"
8'-1"
12'-6"
5'-321"
12'-421"
10'-7"
3'-8"
12'-1121"
7'-5"
4030RS
10'-1"
5'-312"
8'-1"
S
6'-121"
12 : 12
8'-621"
2016RS
18'-4"
9'-0" HT.
1'-521"
E2 6'-4"
2668
9'-0"
UP 17R@7" 16T@10"
2668
4068
5'-8"
21068
S
6'-121"
9 : 12
3'-11"
12'-10"
2'-1021"
S
4068
7'-2"
10'-8"
36" High Glass Gaurdrail
E2
5'-8"
S
7'-4"
47'-212"
3'-11"
15'-10"
7'-821"
9 : 12
3'-6"
5068
2668
1'-512"
7'-11"
5040RS
18'-312"
10'-821"
7'-012"
5068 2'-321"
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
15'-1021"
3030RS
16'-312"
S CO
Family 18'-4" x 15'-3"
2840RS
7'-1121"
S
2668
13'-10"
2'-10"
4'-0"
7'-2" 2'-912"
2020RS
4070RS
10'-0" HT.
3'-0"
4'-8"
9 : 12
5068
2668
14'-412"
4'-721"
2'-5"
S
9'-10"
16080RS
LINE OF UPPER FLOOR
62'-012"
3'-0"
9 : 12
LINE OF UPPER FLOOR BALCONY
7'-1012"
3'-10" 11'-812"
5'-812"
12'-7"
48'-0" 2'-5"
3'-721"
7'-1"
1'-6"
E3 1'-6"
1'-212" 1'-6"
3'-7" 9 : 12
UP 6R@7"
main floor plan
4'-5"
3630RS
3'-0"
10'-0" HT.
12'-612"
1'-6"
19'-912"
90100TC 19'-912"
BUILDING - INTERIOR DESIGNERS
15'-812"
5'-1012"
7'-0"
2'-9"
8040RS
UDC DESIGN CENTER LTD
8'-1021"
9'-9"
scale: 14" = 1'-0"
E3 16080 10'-1021"
10'-6"
5'-121"
1'-1121"
4'-8" 13'-721"
21'-412"
1'-1021"
6'-6"
6'-6"
floor area garage area porch area rear deck area
LINE OF FLOOR BELOW
= 2435 s.ft (INC. garage) = 422 s.ft = 95.00 s.ft = 62.00 s.ft
SECOND FLOOR PLAN scale: 14" = 1'-0" floor area rear deck area
= 1782 S.F [INCL. OPEN TO BELOW ) = 147 s.ft
13'-0"
48'-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
CLIENT:
SHEET TITLE:
MR.GURWINDER PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
MAIN AND SECOND FLOOR
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/4"=1'-0"
V23
SHEET NO:
A
3/6
5' [1.52m]
ROOF RIDGE LVL. 99.67 12 12
1
6
6 4030FX
MEAN ROOF LVL. 98.15
MATERIAL SPECIFICATIONS
5' [1.52m]
5
U/S CEILING LVL. 96.63
2 5
9' [2.74m]
6 12 7 6040RS
1.
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.
STONE
12
8
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
7
4030FX
90100TC
4 3076FX 16080
3076FX
5080
8
8
SECOND FLOOR LVL. 93.89
8
SLOPE 12% E.EL. 89.21 P.EL. 89.41 E.EL. 88.97 P.EL. 89.17
MAIN FL. LVL. 90.54
AVE. GRADE. LVL. 89.21
ROOF RIDGE LVL. 99.67
BSMT. FL./MBE LVL. 87.80
5' [1.52m]
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
7
12 6
MEAN ROOF LVL. 98.15
scale: 14" = 1'-0"
5' [1.52m]
FRONT ELEVATION (south) 5
9' [2.74m]
U/S CEILING LVL. 96.63
3030RS 5080RS
9 40
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
3'-714" [1.10m]
RIGHT / SOUTH ELEVATION TOTAL AREA: 861 SQ. FT. ( 80 SQ.M.) DISTANCE TO PROPERTY LINE: 6'-2" (1.88 M) â&#x2030;&#x2C6; 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 8.0% = 69 SQ. FT. ( 6.4 SQ. M.) PROPOSED UNPROTECTED AREA: 58 SQ. FT (5.39 SQ. M.)
3030RS 9
SECOND FLOOR LVL. 93.89
3630RS
CONC. ABOVE8" E.EL. 89.21 P.EL. 89.41
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
3
E.EL. 89.53 P.EL. 89.53
6026RS
RIGHT ELEVATION (east) scale: 14" = 1'-0"
MAIN FL. LVL. 90.54
AVE. GRADE. LVL. 89.21
BSMT. FL./MBE LVL. 87.80
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.GURWINDER PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
FRONT & RIGHT ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/4"=1'-0"
V23
SHEET NO:
A
4/6
5' [1.52m]
ROOF RIDGE LVL. 99.67 12 6
MEAN ROOF LVL. 98.15
12
5' [1.52m]
6
2840RS
5068
2840RS
42" HIGH GUARD RAIL
4070RS
GLASS RAILING
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
GLASS RAILING
5068
4070RS
SECOND FLOOR LVL. 93.89
GLASS RAILING
E.EL. 89.13 P.EL. 89.28
6030RS
6030RS
3668
MAIN FL. LVL. 90.54
AVE. GRADE. LVL. 89.21
BSMT. FL./MBE LVL. 87.80
ROOF RIDGE LVL. 99.67
12 6
REAR ELEVATION (north)
5' [1.52m]
MEAN ROOF LVL. 98.15
scale: 14" = 1'-0"
U/S CEILING LVL. 96.63
9' [2.74m]
3020RS 6 5030RS
15
15
5
LEFT / SOUTH ELEVATION TOTAL AREA: 1193 SQ. FT. ( 111 SQ.M.) DISTANCE TO PROPERTY LINE: 5'-10 12" (1.8 M) â&#x2030;&#x2C6; 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 8.0% = 96 SQ. FT. ( 8.92 SQ. M.) PROPOSED UNPROTECTED AREA: 95 SQ. FT (8.89 SQ. M.)
2616RS 3.75 6040RS
3040RS
24 5040RS 20
12
3068
CONC. ABOVE8" 3026RS
6026RS
3026RS
E.EL. 88.97 P.EL. 89.17
6026RS
E.EL. 89.13 P.EL. 89.28
LEFT ELEVATION (west) scale: 14" UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
SECOND FLOOR LVL. 93.89
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
5030RS
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
BUILDING - INTERIOR DESIGNERS
E.EL. 89.53 P.EL. 89.53
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
42" high guard rail
P.EL. 89.53 E.EL. 89.53
UDC DESIGN CENTER LTD
GLASS RAILING
8040RS
5' [1.52m]
2840RS
9' [2.74m]
U/S CEILING LVL. 96.63
MAIN FL. LVL. 90.54
AVE. GRADE. LVL. 89.21
BSMT. FL./MBE LVL. 87.80
= 1'-0" CLIENT:
SHEET TITLE:
MR.GURWINDER PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
REAR & LEFT ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/4"=1'-0"
V23
SHEET NO:
A
5/6
5' [1.52m]
ROOF RIDGE LVL. 99.67
SECTIONAL DETAILS AND SPECIFICATIONS: MEAN ROOF LVL. 98.15
12 6
DUROID ROOF BUILDING PAPER U/S CEILING LVL. ON 12" PLYWOOD ENG.TRUSSES @24" O/C 96.63 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
2
6040RS
5068
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
4
5
2668
6
SUPPORTED WALL (10M BAR) NET BACKFILL HT.
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
8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)
TYPICAL FLOOR CONSTRUCTION
2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE GARAGE SLAB OR FINISHED GRADE
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
- 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
12 6 12
ON PLAN
AS NOTED
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
Stone Veneer Flush w/ Sill Plate CHIEF INC. MAKES NO WARRANTY THAT THESE DRAWINGS © ChiefARCHITECT, Architect 2006 COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS.
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
ROOF RIDGE LVL. 99.67
6
MEAN ROOF LVL. 98.15
ATTIC ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
U/S CEILING LVL. 96.63
4
FLOOR JOIST
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
5
8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)
2668
5068
3'-
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
112" CONC. TOPPING
NOTCH OUT 21" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS
5
8" TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL
DETAIL AT 'A'
-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD
HI
GH
HA
ND
RA
IL
4 3
F.R.R WALL DETAIL
TYP.CELLAR FLR. ASSEMBLY 5070RS 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 112" CONC. TOPPING FLOOR FINISH
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
0"
5
5070RS
8" ANCHOR BOLTS @ 36" O.C.(TYOP)
3068
7 6
SUPPORTED WALL SECTION
DRAINAGE: DRAIN ROCK 4" AGR DR. TILE @ FTG.
scale: 14" = 1'-0" SHEET TITLE:
PROJECT: CIVIC ADDRESS:3039 -15449 85A St, SURREY, BC LEGAL DESCRIPTION: LOT 279 SECTION 26 TOWNSHIP 2
SECTIONS
AVE. GRADE. LVL. 89.21
BSMT. FL./MBE LVL. 87.80
SECTION AT E2 MR.GURWINDER
MAIN FL. LVL. 90.54
2-15M CONTINUOUS
F.R.R. CEILING DETAIL
CLIENT:
SECOND FLOOR LVL. 93.89
5
5
SUBFLOOR
15M @ 15" o.c.
4"Ø PERIMETER DRAIN TILE WITH DRAIN ROCKS
INTERNAL INSULATED WALL
A
NET BACKFILL HEIGHT
MAX. COVER 2"
24"
EXTERIOR WALLS (2 hr FRR):
1" 2
VERTICAL STEEL = 'A' (ALTERNATE HOOKS)
8" REINFORCED CONCRETE FOUNDATION WALL
AVE. GRADE. LVL. 89.21
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
SILL SEALER CAST-IN-PLACE ANCHOR BOLT CMU WALL GROUT w/ SCREEN
- 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
SECTIONAL DETAILS AND SPECIFICATIONS:
EXTERIOR WALL CONSTRUCTION 5
2x FLOOR JOISTS
9' [2.74m]
scale: 14" = 1'-0"
1" AIR GAP BRICK VENEER 2x DF LEDGER PVC WEEP HOLES METAL FLASHING
FOUNDATION WALLS:
MAIN FL. LVL. 90.54
BSMT. FL./MBE LVL. 87.80
DRAINAGE: DRAIN ROCK 4" AGR DR. TILE @ FTG. 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
7
- 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.
9" HEEL HT.
SECTION AT E1
4
8" ANCHOR BOLTS @ 36" O.C.(TYOP)
2668
7
INTERIOR FINISH FINISH FLOOR & TRIM 3/4" T&G SUBFLOOR BATT INSULATION (Crawlspace only)
5
2-15M CONTINUOUS
2168
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
SHEATHING INSULATION 2x FRAMED WALL INTERIOR FINISH 2x SILL
BRICK VENEER 1" AIR GAP PVC WEEP HOLES METAL FLASHING
5' [1.52m]
LINE OF SUNSHADE OVER BASEMENT DOOR
TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)
DOUBLE TOP PLATE
5' [1.52m]
TYP.CELLAR FLR. ASSEMBLY 1 " GYPSUM BOARD 2 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
6
8"
INTERIOR PARTITIONS ( 1 hr FRR):
SECOND FLOOR LVL. 93.89
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
3'-0" HIGH HAND RAIL
3044RS
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
3
4
-5
EAVES:
3
Stone Detail
- 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
9' [2.74m]
3
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.
MAIN FLOOR (1 hr FRR):
9' [2.74m] 4'-712" [1.41m] 4'-412" [1.33m]
9" HEEL HT.
ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
5
ROOF:
29'-4" [8.95m] 11' [3.35m] 9M MAX HEIGHT
PROVIDE INSULATION BATT TO ENSURE 2" CLEAR VENTILATION TO ATTIC. MIN. VENT AREA TO BE 1/300 OF INSULATED CEILING AREA
1
5' [1.52m]
ATTIC
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
245
DATE:
OCT. 2016
MAY. 2017
SCALE:
1/4"=1'-0"
V23
SHEET NO:
A
6/6