Design Architect The original of this drawing is 18''x24''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
ProjectInformation
Cover Notes Foundation | Floor | Roof Plans | Kitchen elevation | Electrical Elevations | Sections Framing elevations | Bill of quantities
Sheet size 2'-0.0" / 1'-6.0" 2'-0.0" / 1'-6.0" 4'-0.0" / 3'-0.0" 4'-0.0" / 3'-0.0" 3'-0.0" / 2'-0.0"
Cabin House 3.1 - 2 bedrooms | 2 bathrooms
Author: Arch. Andrei Vasilief
Cover Drawing Information
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R
ID _G101 _G102 A101 A102 A103
Sheet index Sheet name
Animo Regis SRL
_G101
SITE PLAN NOTES:
CEILING AND FLOOR NOTES:
1. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL,MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AS INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.
01. PLANS ARE DESIGNED TO 2015 INTERNATIONAL BUILDING CODES. CONTRACTOR TO VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS PRIOR TO CONSTRUCTION.
1. ALL DEVICES (JUNCTION BOXES, VAV/HVAC CONTROLS, SHUTOFF VALVES, ETC.) REQUIRING ACCESS WILL BE REMOTELY LOCATED AWAY FROM DRYWALL CEILINGS. MECHANICAL AND PLUMBING AREAS ARE TO BE REWORKED AS REQUIRED TO CLEAR DRYWALL AREAS.
02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN 2. THE CONTRACTOR SHALL CONDUCT HIS OWN SITE SURVEY OF THE EXISTING GROUND AND CURB ELEVATIONS (LEVELS). THE PLANS. 03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES
4. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL ANDSTRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.
05. ALL DESIGN WORK BEYOND THE PROPERTY LINE OF THE PROJECT, INLCUDING ANY CIVIL ENGINEERING WORK, SHALL BE BY OTHERS.
3. ALL FASCIAS, SOFFITS, BULKHEADS AND DRYWALL CEILINGS TO ALIGN WITH ADJACENT WALL SURFACE IN SAME PLANE U.O.N. 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND ERRORS OR OMISSIONS PRIOR TO PROCEEDING WITH FABRICATION OR INSTALLATION.
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R
3. SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. REVIEW THE ENTIRE SET OF DOCUMENTS TO DETERMINe SCOPE OF WORK.
2. REFER TO LIGHTING SPECIFICATIONS FOR LAMPING AND GENERAL LIGHTING.
04. GENERAL CONTRACTOR SHALL VERIFY ROOF OVERHANG ALLOWANCES WITH THE CITY PRIOR TO CONSTRUCTION.
06. GENERAL CONTRACTOR SHAALL VERIFY POSITIVE DRAINAGE, AT LEAST THREE INCHES EVERY TEN FEET, AWAY FROM BUILDING LINE IN ALL DIRECTIONS.
5. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE 07. GENERAL CONTRACTOR SHALL REFERENCE CIVIL ENGINEERING RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE DRAWINGS FOR ALL CIVIL AND SITE UTILITY WORK. MODIFICATION BEFORE PROCEEDING WITH THE WORK. 6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE THE WORK. 7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODES, IE THE IBC AND IRC 2021.
8. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT AMONG ALL TRADES.
10. TYPICAL DETAILS MAY NOT NECESSARILY BE REFERENCED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. 11. SECURITY AND SAFETY ARE THE CONTRACTOR'S RESPONSIBILITY.
12. . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL CODES AND REGULATIONS OF ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. SUCH CODES AND REGULATIONS SHALL HAVE PRECEDENCE OVER THAT WHICH IS INDICATED ON THE CONSTRUCTION DOCUMENTS. IN CASES OF DISCREPANCIES, OMISSIONS, CHANGES IN THE CODES, OR CODE INTERPRETATIONS BY CODE OFFICIALS WHICH CAUSE A CHANGE IN THE WORK, NOTIFY INTERPLAN PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK AFFECTED BY THE CHANGE. 13. IN THE EVENT OF CONFLICT BETWEEN INFORMATION SHOWN ON DRAWINGS AND INFORMATION WRITTEN IN THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. DRAWINGS ARE NOT TO BE SCALED TO DETERMINE DIMENSIONS. DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR A DISCREPANCY OR VARIATION BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE. 14. IN THE EVENT OF CONFLICT BETWEEN INFORMATION SHOWN ON DRAWINGS AND INFORMATION WRITTEN IN THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. DRAWINGS ARE NOT TO BE SCALED TO DETERMINE DIMENSIONS. DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR A DISCREPANCY OR VARIATION BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE.
FLOOR PLAND AND ROOF PLAN NOTES: 01. PLANS ARE DESIGNED TO 2015 INTERNATIONAL BUILDING CODES. CONTRACTOR TO VERIFY PLANS CONFORM TO LOCAL BUILDING STANDARDS PRIOR CONSTRUCTION.
02. GENERAL CONTRACTOR SHALL VERIFY ALL EXISITNG CONDITIONS IN FIELDD AND NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES IN THE PLANS.
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES 04. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF APPLIANCES AND FIXTURES WITH SUB-CONTRACTOR TRADES BASED ON SELECTIONS. INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURER'S RECOMMENDATIONS. CONTACT ARCHITECT PRIOR TO INSTALLATION IF OWNER SUBSTITUTIONS AFFECT DESIGN. 05. INSTALL INWALL BLOCKING AS REQUIRED FOR ALL FIXTURES, APPLIANCES AND ACCESSORIES AS REQUIRED TO SUPPORT SAID ITEMS.
06. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS ARE NOT INDICATED, GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT FOR RESOLUTION. 07. INSTALL ALL 'ZIP' SHEATING ON WALLS IN HORIZONTAL ORIENTATION, RUNNING PERPENDICULAR TO THE WOOD STUD WALLS.
08. INSTALL ALL PEEL AND STICK MEMBRANE OVER ALL JOINTS, HORIZONTAL AND VERTICAL, BETWEEM 'ZIP' SHEATING PANELS. INSTALL PEEL AND STICK MEMBRANE OVER ALL 'ZIP' SHEATING AT WINDOW SILLS AND JAMBS.
Design Architect
GENERAL NOTES:
Animo Regis SRL
5. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SWITCHING, LISTS OF DEVICES AND SPECIFICATIONS RELATING TO SPECIFIED EQUIPMENT. 6. REFER TO BOTH ARCHITECTURAL AND ENGINEERING DRAWINGS FOR LOCATIONS, SCHEDULES AND FIXTURE TYPES. 7. REFER TO ELEVATIONS AND SECTIONS TO COORDINATE MOUNTING LOCATIONS AT ALL OUTLETS IN MILLWORK. REVIEW WITH ARCHITECT FOR MOUNTING INSTRUCTIONS AND PROPOSED GROMMET SIZES AND LOCATIONS. CONTRACTOR SHALL PROVIDE AND INSTALL EXTENSION BOXES WHERE NEEDED. 8. ENGINEERING DRAWINGS TAKE PRECEDENCE OVER ARCHITECTURAL FOR ALL FIRE ALARM FIXTURES, INCLUDING SPECIFICATIONS, QUANTITY AND LOCATION. 9. OUTLETS SHALL BE STAGGERED (RATHER THAN BACK-TO-BACK) IN A SHARED PARTITION. ELECTRICAL RECEPTACLES SHALL NOT BACK UP TO DATA LINE. 10. SWITCHES SHALL BE LOCATED WITHIN 6" OF DOOR OPENINGS AND/OR WALL EDGES, UNLESS OTHERWISE INDICATED OR NOTED.
FINISH NOTES:
1. PROVIDE, STORE AND INSTALL ALL SPECIFIED FINISH MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. COMPLIANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR HANDLING, STORAGE, INSTALLATION AND PROTECTION IS THE EXCLUSIVE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS RESPECTIVE INSTALLERS (I.E., FABRIC WALLCOVERING BACKING). 3. ALL FINISH MATERIALS AND FINISH ASSEMBLIES SHALL CONFORM TO THE REQUIREMENTS OF ALL CODES AND REGULATIONS OF ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. ALL FINISHES MUST HAVE A FLAME SPREAD RATING OF 200 OR LESS, AND A SMOKE GENERATION RATING OF 450 OR LESS AS DETERMINED BY ASTM E 84. 4. ALL FINISH MATERIALS SHALL BE NEW, FIRST QUALITY MATERIALS NORMALLY AVAILABLE FROM THE MANUFACTURER. 5. PREPARE ALL SURFACES SCHEDULED TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 6. ALL WALLS AND SURFACES RECEIVING PAINT AND WALL COVERINGS, ETC. SHALL BE PROPERLY PREPARED PRIOR TO FINISH INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS. ALL J BEADS OR OTHER GYPSUM METAL TRIM SHALL BE SPACKLED AND BLENDED INTO ADJACENT SURFACE. 7. ALL SEAMS AND JOINTS OF FINISH MATERIALS SHALL BE STRAIGHT, SMOOTH AND CLEAN. 8. NON-MATCHING WALLCOVERING SHALL BE HUNG SMOOTH BY APPLYING STRIPS TO THE WALL WITH OVERLAPPING EDGES AND DOUBLE CUTTING THROUGH BOTH THICKNESSES. REMOVE EXCESS PASTE FROM EACH SEAM AS IT IS MADE AND BEFORE PROCEEDING TO THE NEXT SEAM.
9. THE RESPECTIVE INSTALLER SHALL ADVISE INTERPLAN OF LOCATIONS OF CHANGES IN DYE LOTS, BATCHES OR SIMILAR 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY ACCESS PANELS, WITH CORRECT FIRECOLOR SHIFTS. PROTECTION RATINGS, WHETHER INDICATED OR NOT ON THE DRAWINGS. ACCESS PANELS REQUIRED SHALL INCLUDE, BUT 09. ALL INTERIOR PARTITIONS ARE 2X4s EXCEPT FOR NOT BE LIMITED TO, DAMPERS, PLUMBING VALVES, JUNCTION BOXES AND CLEAN OUTS. PLUMBING WALLS AND POCKET DOOR WALLS WHICH SHALL 10. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE BE 2X6s, UNLESS NOTED OTHERWISE. SUFFICIENT QUANTITIES OF MATERIALS TO COMPLETE THE WORK. 16. GENERAL CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) 10. ALL INTERIOR WALLS AND CEILINGS SHALL BE IN ACCORDANCE 11. ALL FINISH FLOOR TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS OR CASED OPENINGS, UNLESS AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE LISTED EQUIPMENT ARE WITH FIRE RATING REQUIRED BY APPLICABLE CODE. OTHERWISE NOTED. PROVIDED. ELEMENTS TO BE EXPOSED OR CONCEALED SHALL BE DETERMINED AND REVIEWED WITH ARCHITECT PRIOR TO CONSTRUCTION PROCEEDING. 11. PARTITIONS MEETING THE BUILDING PERIMETER SHALL BE CENTERED ON THE CENTERLINE OF WINDOW MULLIONS 12. FINISHES CALLED FOR SHALL EXTEND OVER, UNDER, AND/OR BEHIND ANY ITEM OF BUILT-IN MILLWORK, EQUIPMENT, UNLESS OTHERWISE NOTED OR DIMENSIONED. PARTITIONS SHALL BE LOCATED AT COLUMN CENTERLINES OR ALIGNED MIRRORS, ETC. AS INDICATED ON THE DRAWINGS. WALLCOVERING SHALL NOT HAVE SEAMS WITHIN SIX INCHES OF A 17. ATTACHMENTS, CONNECTIONS OR FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN WITH FINISH FACE OF COLUMNS UNLESS OTHERWISE NOTED OR DIMENSIONED. CORNER. CUT INSIDE CORNERS ARE NOT PERMITTED. CONFORMANCE WITH BEST PRACTICE AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEM ACCORDINGLY TO SPECIFIC CONDITIONS. THE DRAWINGS PROVIDED SHOW ONLY SPECIAL CONDITIONS TO ASSIST THE CONTRACTOR. THE 12. THE INSIDE EDGE OF DOOR FRAMES SHALL BE SET 6" CLEAR FROM THE FINISH FACE OF THE ADJACENT PERPENDICULAR DRAWINGS DO NOT ILLUSTRATE EVERY SUCH DETAIL. PARTITION UNLESS OTHERWISE NOTED OR DIMENSIONED. DIMENSIONS LOCATING DOORS ARE SET TO THE INSIDE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED. 18. THE CONTRACTOR SHALL CONTINUOUSLY CHECK ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT, MECHANICAL, AND ELECTRICAL SYSTEMS. NO ALLOWANCE OF ANY KIND WILL BE MADE FOR THE 13. TAPE, SPACKLE AND SAND ALL PARTITIONS. PARTITIONS SHALL BE FINISHED IN A SMOOTH CONDITION, READY FOR CONTRACTOR'S NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES. FINISHES SPECIFIED, UNLESS OTHERWISE NOTED. 19. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTABLE IN CONSEQUENCE OF OWNER'S OR ARCHITECT'S FAILURE TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION, NOR WILL PRESENCE OF INSPECTORS ON SITE RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SECURING QUALITY AND PROGRESS OF WORK AS REQUIRED BY CONTRACT. DEFECTIVE WORK REVEALED WITHIN REQUIRED TIME GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH INTENT OF CONTRACT. NO PAYMENT, WHETHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS.
14. DOORS AND FRAMES SHALL BE SET TO PROVIDE A MINIMUM CLEARANCE ON THE HARDWARE END OF THE DOOR AS FOLLOWS: 18" ON THE "PULL" SIDE OF THE DOOR 12" ON THE "PUSH" SIDE OF THE DOOR. 15. PROVIDE STEEL REINFORCEMENT TO LOW GWB PARTITION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF PARTITION
Cabin House 3.1 - 2 bedrooms | 2 bathrooms
16. PROVIDE ACOUSTICAL PARTITION ABOVE MOVABLE PARTITIONS TO ACOUSTICALLY SEPARATE ROOMS AS NOTED ON DRAWINGS.
20. MATERIALS AND WORKMANSHIP SPECIFIED BY REFERENCE TO NUMBER SYMBOL, OR TITLE OF A SPECIFICATION SUCH AS COMMERCIAL STANDARDS, FEDERAL SPECIFICATIONS, TRADE ASSOCIATION STANDARD, OR OTHER SIMILAR STANDARD, SHALL COMPLY WITH REQUIREMENTS IN LATEST EDITION OR REVISION THEREOF AND WITH ANY AMENDMENT OR SUPPLEMENT THERETO IN EFFECT ON DATE OF ORIGIN OF THIS PROJECT'S CONTRACT DOCUMENTS. SUCH REFERENCED 01. ALL MILLWORK, STANDING AND RUNNING TRIM, CASEWORK AND PLASTIC LAMINATE WORK SHALL CONFORM TO THE STANDARD SHALL BECOME A PART OF THE CONTRACT DOCUMENTS AS THOUGH PRINTED HEREIN . ARCHITECTURAL WOODWORK INSTITUTE (AWI) QUALITY STANDARD "CUSTOM GRADE" UNLESS OTHERWISE NOTED. 21. CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS IN AMPLE TIME TO AVOID DELAYS IN 2. ALL MILLWORK AND FINISH CARPENTRY FABRICATION SHALL BE FABRICATED FROM FIELD MEASUREMENTS WITH CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE, CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY TO PROVISIONS FOR SCRIBING AS REQUIRED TO MEET FIELD CONDITIONS. ALLOW THE ARCHITECT A REASONABLE AMOUNT OF TIME TO SELECT A SUITABLE SUBSTITUTE.
3. INSTALL ALL CASEWORK AND FINISH CARPENTRY PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS OR WARPS. 22. WITH REFERENCE TO CEILINGS, CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND PREPARE PROVIDE SUPPORT FOR COUNTERTOPS AS NECESSARY TO INSURE SECURE INSTALLATION. COMPOSITE SHOP DRAWINGS TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR AS NOTED ON THE DRAWINGS. CLARIFY CONFLICTS WITH 4. ADJUST CABINETWORK AND HARDWARE SO THAT DOORS AND DRAWERS OPERATE SMOOTHLY WITHOUT WARP OR ARCHITECT. BIND. LUBRICATE OPERATING HARDWARE AS RECOMMENDED BY HARDWARE MANUFACTURER.
24. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION DOCUMENTS ARE THE LATEST ISSUE AND THAT ALL SUBCONTRACTORS HAVE COMPLETE SETS OF THE LATEST ISSUE OF THE CONSTRUCTION DOCUMENTS PRIOR TO COMMENCING WITH A PORTION OF THE WORK.
6. UNLESS OTHERWISE NOTED, CONCEALED, SELF CLOSING, HINGES SHALL BE USED THROUGHOUT. 9. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO ORDERING PREFABRICATED CABINETRY.
The original of this drawing is 18''x24''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
Author: Arch. Andrei Vasilief
Notes
5. PROTECT INSTALLED CASEWORK AND PANELWORK IMMEDIATELY AFTER INSTALLATION AGAINST SOILING AND DAMAGE. REMOVE PROTECTION JUST PRIOR TO TENANT ACCEPTANCE AND MOVE-IN AND CLEAN ALL SURFACES.
Drawing Information
23. REFERENCE TO MAKES, BRANDS, MODELS, TYPES OF MATERIALS ETC. IS TO ESTABLISH TYPE AND QUALITY DESIRED.
ProjectInformation
MILWORK NOTES:
_G102
N
2
B
1
18' 17'-4" 6'-6"
8'-8"
W02
D01 5' 7'
1'-4"
N.A:
106 sq ft
P.: 46'-6.2"
King post
F05
D03
12 sq ft
2'-4" 7'
B
C
C
B
1'
-4"
Top plate
1'
18 sq ft
B
A
9'-5"
B
A
9'-5"
B
2'-6" 7'
D03
P.: 17'-5.9" Plumbing
13'-10.7"
1'-4"
1'
E
8'
8'
King post
2'-4" 7'
E
Bathroom
D03
7
Tiles
50 sq ft
Bedroom 6
Parquet
N.A:
89 sq ft
P.: 41'-10.4"
10'-8"
HP | Sill 2'
F
F
8'-8"
3'-3"
1
2
17'-4"
S
Roof framing 3/8" = 1'-0"
Plan view
3'-3"
D01
15
Exterior architectural lighting, attached to the facade
EWL
2
B
18' 17'-4"
5' 7'
D01
2
2
H
Hanging from the ceiling
2 WL
P
6'-6"
2'-6" 5'
W02
D03
10"
WL
10"
HP | Sill 2'
3'-2"
2'-6" 7'
D03
HP | Sill 2'
7'-0"
5'-0"
Glazed exterior side hung double door
2'-7"
1'-10"
Pendant Light
4
Switch
9
Wall light
14
P
2
D04
6
2
7'-0"
7'-0"
2'-4"
2'-6"
Storage
Interior solid leaf side hung door
2'-4"
2'-6"
Framed opening
4
5'-0"
5'-0"
5'
Built-in hood
2'-7"
Storage
5'-8"
Built in refrigerator
1'-10"
Backsplash
Storage
Double side hung window
W02
5
5'-0"
2'-6"
2'-6"
Side hung window with 1 opening
2'-7"
1'-10" Sink
Hanging from ceiling
2'
1'-10"
Cooktop base
Dishwasher
1'-10"
N
Light switch
WL
Attached to interior wall
EI01 -
ID
3 seater sofa
Armchair
Kitchen elevation 3/4" = 1'-0"
Pcs.
Plan view
ID
1
Carpet
Pcs.
Plan view
1
ID
6'-8"
1
Coffee table
Shower cabin
Pcs.
1
2 2'-10"
9'-5"
Single vanity
2
ID
Pcs.
Wall mounted TV
1
Washer and dryer
1
2'-2"
2'
Indoor heat pump unit
Plan view
Plan view
4'
2'-10"
1
2'-5"
Built-in hood
6'-9"
1'-10"
Built in LED light
2'
W02
3'-3"
2'-6" 5'
W02
1'-10"
5'
Built into the kitchen
1
2'
9'
-4"
W
2'
15 2 7'-10"
Toillet
2 1'-2"
A
B
C
A
D
E
F
The original of this drawing is 36''x48''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
14'-9"
3
EWL
2'-6" 5'
EWL
EWL
EWL
EWL
42'-6"
D03
W01
1'
EWL
11'
5'-10"
2
5' 7'
WL
5' 7'
WL
10"
P
HP | Sill 2'
2'-6"
8'
Description
701 -
ProjectInformation
1
59
2
EWL
3'-3"
3'-3"
9'-6"
Frontal view
Furniture schedule 1' = 1'-0"
Drawing Information
2
2
+0'
WL
D03
10"
2
1'
2
Electrical plan 3/8" = 1'-0"
33'-3"
Plan view
20
2
16'-5" H
H
2
9'-2"
P
D01
Width
5'
2
WL
WL
Kitchen built-in light
2
2'-4" 7'
10'-8"
HP | Sill 2'
W01
5' 5'
D01
2'-4" 7'
Height
5'
8"
6'-6"
Junction box
EWL
WL
P
WL4'-2"
WL
WL
EWL
6'-1" 17'-4" 18'
B
2'-4" 7'
Pcs.
Range hood exhaust
2'-6"
10"
5' 7'
2'-4" 7'
ID
1'
D04
5' 5'
Details
13
1
Hanging light
W02
HP | Sill 2'
9'-1"
5'-5"
3'-7"
2'-6" 5'
Door and window schedule
2"
EWL
Exterior wall light
WL
19'-2"
D03
D03
3'-3"
2'-6" 7'
9'-1"
7'-3"
10"
D04
5'-9"
HP | Sill 2'
W01
5' 5'
5' 5'
2'-4" 7'
D03
2'-4" 7'
Roof 3/8" = 1'-0"
2'
3'-3"
10"
10" EWL
2'-6" 5'
EWL
5' 5'
WL
WL 2
HP | Sill 2'
100 -
2
Double socket
W02
10"
EWL
5' 5'
EWL
10"
10"
EWL
1'
1
HP | Sill 2'
2
B
1'-11"
9'-5" 10'-5"
2'-6" 5'
Pcs.
S
4'-2"
5'-2"
ID
1
2
B
11"
3'-3"
3'-3"
6'-9"
W01
HP | Sill 2'
A
B
3'
W01
GSPublisherVersion 0.0.100.99
8'-8"
11"
B
C
8' 5' 5'
E
3'-3"
11"
1'
Ground floor 100 3/8" = 1'-0" -
A
3'-3"
D
E
F
0. -
9'-6" 11'-5"
F
5'-3"
5' 5'
100 -
42'-6" 8' 5' 5'
F
King post
Electrical schedule
3'-3"
17'-4" 20'
1'
2'-1"
S
9'
7'-1"
Foundation 3/8" = 1'-0"
6'-1" 17'-4" 18'
1
9'
2'
100 -
2
B
1'
W01
F02
5' 5'
20'
6'-8"
S
1'
F
7'
1
W01
F
7'
17'-4"
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
King post
5' 5'
King post
10"
F
5' 5'
F
HP | Sill 2'
E
2'
5'-9"
E
2'
10"
FL.:
E
A
D
3'
D03
2'-4" 7'
10"
9'-6"
9'-2"
9'-1"
7'-3"
9'-6"
10"
9'-6" 11'-5"
9'-6"
9'-6"
P.: 29'-0.0"
D
2'-4"
N.A:
D
1'-6"
FL.:
5'
E
5' 7'
Jack studs
King post
E
Entrance
D01
HP | Sill 2'
W01
8' 5' 5'
8'
8'
5' 5'
A
8' 44'-6"
E
Jack studs
A
8'
D
Truss
8'
D
F03
8' 41'-8"
A
41'-8" 8'
W
A
W
70'-6.1"
44'-6" 8'
P.:
Ridge beam
E
D
309 sq ft
33'-3"
D
N.A:
3'
D
Parquet
5' 7'
C
Top plate
8'
F01
FL.:
+0'
Entrance
5
D01
Open plan living room
HP | Sill 2'
W01
5' 5'
C
10"
42'-6"
A
16'-5"
19'-2"
A
42'-6" 8' 5' 5'
W
E
41'-8"
41'-8"
W
10"
A
Jack studs
EI01
C
9'-6"
C
1' 11" 11" 11" 11" 11" 11" 11" 11" 1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 1'
King post
14'-9"
C
14'-9"
14'-9"
C
King post
E
5'-2"
1'
P.:
N.A:
10"
2'-4" 7'
2'-4" 7'
N.A:
Parquet
King post
6'-9"
Tiles
FL.:
D04
4
3
FL.:
3'-2"
Dressing room
W
2'-6" 7'
D03
5'-10"
Laundry | Technical
3'-7"
2'-6" 5'
4'-2"
D04
HP | Sill 2'
3'-3"
6'-9"
W02
10"
2'-6" 5'
D03
2'-4" 7'
B
8'-8"
6'-9"
Parquet
A
6'-9"
P.: 35'-4.3"
FL.:
9'-5"
1
1'
56 sq ft
9'-5"
Tiles
A
6'-9"
W02
HP | Sill 2'
Bedroom
9'-1"
N.A:
B
2'-6" 5'
10"
HP | Sill 2'
9'-5" 10'-5"
9'-5"
11'
2'-6" 5'
Bathroom FL.:
A
1' 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"
10"
5'-5"
2
8'-8"
Animo Regis SRL
HP | Sill 2'
W02
10"
B
8'-8"
King post
A
HP | Sill 2'
9'-5"
6'-6"
2
B
17'-4"
F04
2'-6" 5'
A
N
20' 17'-4"
SA CO M P N L ST E . PE R N U O RM C T T F IT IO O IN N R G. O R
A
1
3'-3"
5' 7'
W02
2
B
2'-6" 5'
3'-3"
3'-3"
17'-4"
N
Design Architect
1
9'-5"
2
B
6'-9"
N
2'-6"
1
Cabin House 3.1 - 2 bedrooms | 2 bathrooms
Design Architect: Arch. Andrei Vasilief
Foundation | Floor | Roof Plans | Kitchen elevation | Electrical
A101
3/8" = 1'-0", 3/4" = 1'-0", 1' = 1'-0" 7/8/2022
Design Architect
SA CO M P N L ST E . PE R N U O RM C T T F IT IO O IN N R G. O R
Animo Regis SRL
+14'-10"
+14'-10"
+15' 3 Roof
+15' 3 Roof
Asphalt shingles
W02 Dim.2'-6" x 5'
W01 Dim.5' x 5'
Wooden siding
W01 Dim.5' x 5'
+8'-3"
W02 Dim.2'-6" x 5'
+8'-3"
+8' 1 Roof framing
D01 Dim.5' x 7'
W02 Dim.2'-6" x 5'
+8' 1 Roof framing
+7'
Wooden siding
+2'
±0' 0 Ground floor -1' -1 Foundation
-1'
100 -
South Elevation 3/8" = 1'-0"
+14'-10"
±0' 0 Ground floor -1' -1 Foundation
-1'
100 -
South Elevation 3/8" = 1'-0"
+14'-10"
+15' 3 Roof
+15' 3 Roof
Asphalt shingles
+8'-3"
D01 Dim.5' x 7'
D01 Dim.5' x 7'
W02 Dim.2'-6" x 5'
+7'
W02 Dim.2'-6" x 5'
+8'-3"
+8' 1 Roof framing
+7'
W01 Dim.5' x 5' +7'
Wooden siding
W01 Dim.5' x 5'
+8' 1 Roof framing
Wooden siding
+2'
+0'
+2'
±0'
±0' 0 Ground floor -1' -1 Foundation
-4"
100 -
South Elevation 3/8" = 1'-0"
±0' 0 Ground floor -1' -1 Foundation
-1'
100 -
South Elevation 3/8" = 1'-0"
D08 +15' Roof
+15' Roof
D11
D07
D03
Truss will be designed by a licenced professional or commercially bought
+8' Roof framing
+8' Roof framing
D05
D04
D09
D02
D02
±0' Ground floor -1' Foundation
D01
100 -
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
Section B 3/8" = 1'-0"
D01
100 -
D09 ±0' Ground floor -1' Foundation
PLEASE NOTE: Trusses will either be commercially purchased or designed by a licensed professional, i.e. a structural engineer
Section A 3/8" = 1'-0"
ProjectInformation
D10
D06
Cabin House 3.1 - 2 bedrooms | 2 bathrooms
Design Architect: Arch. Andrei Vasilief
The original of this drawing is 36''x48''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
GSPublisherVersion 0.0.100.99
Drawing Information
Elevations | Sections
A102 3/8" = 7/8/2022
1'-0"
2" 1'-3" 1'-3" 2"
5'-2"
1'-6"
6'-6"
1'-1"
4"
2" 1'-3" 1'-3" 2"
Framing elevation | Exterior wall 2/4 3/8" = 1'-0"
Top plate
Window header
5'-2"
2" 1'-3" 11" 10" 10" 10" 10" 10" 8" 11"
4"
Jack studs
11" 11" 11" 2" 2'-8"
2"
2" 2'-8"
2" 10" 1' 9" 2"
King post
4"
Rough sill
F05 -
Framing elevation | Interior wall 1/2 3/8" = 1'-0"
1'
5'-2"
2" 9" 1' 10" 2" 2'-8"
2"
4"
Cripple stud
Top plate
1'-10"
Sole plate
2" 2'-8"
2"
Rough sill
Bill of quantities 1/2 | cubic feet
Material name
Framing elevation | Exterior wall 3/4 3/8" = 1'-0"
6"
0'-11.5"
2"
---
41'-11.7"
1
6"
1
6"
2
-----
5'-0.0" 5'-4.0"
8
5'-8.0"
---
2'-10.0"
1 1
9'-1.1"
---
15'-8.6"
---
16'-9.0"
---
41'-3.0"
3"
---
3"
9'-0.0"
6"
---
---
3'-4.0"
---
16'-9.0"
---
3
---
2
6"
12
3"
14
6"
---
7'-11.5"
---
7'-1.0"
---
6'-10.0"
---
Window header
-----
16'-8.9"
5
---
1
-----
1'-4.5"
2'-8.0" 2'-9.5"
6"
---
5'-10.5"
Ground floor
386.9
Insulation
Roof
659.0
Reinforced concrete
Foundation
852.4
Reinforced concrete
Ground floor
218.9
2
---------
---
3'-4.5"
---
20'-11.1"
---
21'-3.1"
3'-3.7"
1
2
3'-4.4"
3'-3.6"
1
2
---
3'-1.9"
1
2
B01 -
Cubic feet materials 1' = 1'-0"
Bill of quantities 2/2 | square feet Storey
Surface
1/2'' Gypsum board
Ground floor
3,266.0
1/2'' Gypsum board
Roof
3,081.8
Exterior deck finish
Ground floor
285.4
Exterior wooden siding
Ground floor
790.0
Floor tile
Ground floor
125.7
Interior wall paint
Ground floor
2,125.9
Polyethylene moisture barrier
Ground floor
1,192.6 Cabin House 3.1 - 2 bedrooms | 2 bathrooms
Wood deck support 1
3"
1'-3.3"
1
3"
3"
1'-3.0"
2"
---
1
Insulation
2'-10.0"
2"
7'-11.5"
---
---
218.9
5'-8.0"
2"
2"
6'-10.2"
---
Ground floor
5'-4.0"
2"
6"
2"
6"
---
Gravel or crushed stone, 4'' minimum thickness
Material name
3'-4.0"
1'-3.0"
3"
1
6"
2'-10.0"
1
3"
---
2'-8.0"
3"
---
Volume
Trimmer stud
2
3
The original of this drawing is 24''x36''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accordingly.
GSPublisherVersion 0.0.100.99
10
2
1
Jack studs
701 -
---
3"
3" 3"
5
4
5'-10.5"
41'-3.0"
Top plate
3
4
5'-0.0"
Sole plate
1
Interior door header
---
1
---
4
Exterior door header
6"
1'-6.0"
2'-10.0"
6"
6"
---
6"
2
4
2"
9
---
1
6"
Cripple stud
0'-9.3"
---
---
6"
2"
6"
6
---
3"
1
Rough sill
14
3'-3.6"
2'-9.5"
6"
1
10'-6.3"
---
1
2"
9
---
---
2"
---
Ridge beam
Blocking stud
4
1'-3.0"
2"
7'-11.5"
3'-3.1"
---
2"
2"
6"
---
Length(where applicable)
Rafter
82
68
4
Height (where applicable)
Plan view
6"
---
3'-1.9"
Number of Pieces
6"
6'-10.0"
6"
2"
6"
---
ID
---
1
4
4
3"
8'-5.5"
3'-0.1"
Plan view
Storey
---
1
6"
---
3"
8'-8.3"
Length(where applicable)
3"
6"
Height (where applicable)
6"
Number of Pieces
6"
ID
3"
Length(where applicable)
1
3
---
Height (where applicable)
6"
King post
14
2x6 stud
Plan view
Wooden framing elements schedule
6"
Number of Pieces
3"
8'-2.3"
ID
3"
3"
Length(where applicable)
Wooden framing elements schedule
3"
93
2"
2x3 stud
Height (where applicable)
6"
Plan view
6"
Number of Pieces
2"
ID
Wooden framing elements schedule
Framing elevation | Exterior wall 4/4 3/8" = 1'-0"
6"
Wooden framing elements schedule
F04 -
6"
F03 -
6"
Blocking stud
Window header
5'
5'-2"
F02 -
5"
2"
Cripple stud
1'-2"
4" 9"
Top plate
9" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 9" 2" 2'-6"
2"
Sole plate
2'-10"
9'-1.1"
Frame elements schedule 1' = 1'-0"
Roof tiles
Roof
1,066.4
Vapour barrier
Ground floor
783.5
Vapour barrier
Roof
957.6
Wall tile
Ground floor
356.9
Wooden parquet
Ground floor
543.8
B02 -
Square feet materials 1' = 1'-0"
ProjectInformation
11" 2"
6"
Rough sill
Sole plate
PLEASE NOTE: Amount of concrete is only for estimate, the actual amount will be determined by the foundation designer, i.e. structural engineer.
5"
Author: Arch. Andrei Vasilief
Framing elevations | Bill of quantities Drawing Information
11" 11" 11" 11" 11" 11" 11" 11" 1'
6'-10"
1'
5'-4"
Rough sill
Blocking stud
4"
1' 11"
5'
1'-6" 4"
Cripple stud
Exterior door header
2'
Animo Regis SRL
2x6 stud
Framing elevation | Exterior wall 1/4 3/8" = 1'-0"
King post
2"
2x6 stud
Trimmer stud
F01 -
2" 1'-3" 1' 11"
1'-6" 4"
5'-2"
4" 9"
9" 10" 10" 11" 1'-3" 2"
Top plate
6'-10"
3'
Window header 10" 5'-2" 2" 1'
1'-6" 4"
4"
5'
11" 11" 11" 11" 11" 11" 11" 11" 1' 8'
1'
Window header
5'
2"
Top plate
Blocking stud
Design Architect
SA M O P N L ST E PE R . N U O RM C T T F IT IO O IN N R G. O R Blocking stud
A103 3/8" = 1'-0", 1' = 1'-0"
Design Architect
SA CO M P N L ST E PE R . N U O RM C T T F I IT O O IN N R G. O R Caulking+ Insulation
Roof ridge
Flashing
Interior finish
Double header
Roofing
Ridge board
Window sill detail 1 1/2"= 1'-0"
Siding (see elevations) 1''x3'' Furring @ 16'' OC minimum (alternative 1''x3'' Furring @ 12'' OC for oblique siding Air barrier 1/2'' Aspenite 2''x6'' Studs @ 16'' OC minimum Insulation Vapour barrier 1''x3'' Furring @ 16'' OC 1/2'' Gypsum board
D03 -
PT Sill plate
1/2'' Plywood Sealed joint
Flashing
Concrete slab, 4'' minimum thickness Polyethylene moisture barrier
Roughcast
Finish grade
2'' minimimum rigid insulation
Waterproof membrane
Gravel or crushed stone, 4'' minimum thickness
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
D01 -
Jack studs
D08 -
Exterior wall section 1 1/2"= 1'-0"
Roof ridge detail 1 1/2"= 1'-0"
Asphalt shingles Self adhesive 1/2'' plywood subflooring Minimum 1'' air space Trusses (to be dimensioned by an engineer or appropriate professional) Minimum 8'' insulation Vapour barrier 1/2'' gypsum board
Full studs
PLEASE NOTE: Roof support design and individual components dimnesions will be done by a licenced professional, i.e. structural engineer.
F1 -
Top plate of studd wall frame Ledger Fascia Header
Soffit of pywood or t&g boards Continous screened or slotted vent strip
Triple 2x10 section joists used for truss support
Frieze board
D11 -
D07 -
Eave detail 1 1/2"= 1'-0"
Exterior finish Flashing over drip cap turn up 2''
Slab on grade detail 1 1/2"= 1'-0"
Rabbeted door frame
Concrete foundation
Header sized to span door opening
Interior finish 1/2'' shim space filled with insulation
Crushed stone
Typical foundation footing section
Footind height: minimum 10''
Backfill
D02 -
Ceramic tile Dry-set or latex-portland cement mortar 1/4'' minimum Cement topping for smooth, level surface Concrete slab
Interior casing
Construction Details
Flexible sealant
D06 -
Exterior door head detail 1 1/2"= 1'-0"
Header sized tospan window opening
Exterior finish Flashing over drip cap turn up 2''
5 feet minimum depth
Interior finish
D10 -
Tile flooring and wall finish detail 1 1/2"= 1'-0"
Wood strip flooring Polyethylene film 2x4 wood subflooring Concrete slab
Baseboard trim
Interior partition wall
Provide space for ventilation and expansion of wood flooring along the perimeter
Foundation footing detail 1 1/2"= 1'-0"
D05 -
Window head detail D09 1 1/2"= 1'-0" -
Project no:CD v1
Author: Arch. Andrei Vasilief
Construction details
1/2'' shim space filled with insulation
Footind width: minimum 24''
The original of this drawing is 17''x22''. If thish copy is any other size it has either been reduced or enlarged. Take appropriate precautions accodringly.
GSPublisherVersion 0.0.100.99
Interior wall detail Ceramic tile 1 1/2"= 1'-0" Dry-set or latex-portland cement mortar 1/4'' minimum Gypsum board Mounting clips 2''x3'' Studs @ 16'' OC Mounting clips Gypsum board Two coat gypsum plaster 1/2'' thick
Insulation
Filter cloth
PLEASE NOTE: Roof support design and individual components dimnesions will be done by a licenced professional, i.e. structural engineer.
Exterior door framing 3/4" = 1'-0"
Two coat gypsum plaster 1/2'' thick Gypsum board Mounting clips 2''x3'' Studs @ 16'' OC Mounting clips Gypsum board Two coat gypsum plaster 1/2'' thick
Head casing
4'' diameter drain
Blocking
ProjectInformation
D04 -
Header
Wood flooring detail 1 1/2"= 1'-0"
Drawing Information
Exterior finish
A201 1 1/2"= 1'-0", 3/4" = 1'-0"