Design Architect
Cabin House 4.1 | Large 1 bedroom, 1 bathroom house | 24' x 33' footprint + 5'-5'' wide porch | 792 sq. ft. house + 492 sq. ft. covered porch ProjectInformation
Cabin House 4.1
Author: Arch. Andrei Vasilief
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
Drawing Information
Cover
_G101
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.
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.
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.
03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES
04. GENERAL CONTRACTOR SHALL VERIFY ROOF OVERHANG ALLOWANCES WITH THE CITY PRIOR TO CONSTRUCTION. 05. ALL DESIGN WORK BEYOND THE PROPERTY LINE OF THE PROJECT, INLCUDING ANY CIVIL ENGINEERING WORK, SHALL BE BY OTHERS.
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 DRAWINGS FOR ALL CIVIL AND SITE UTILITY WORK. RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK.
FLOOR PLAND AND ROOF PLAN NOTES:
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.
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.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT AMONG ALL TRADES. 03. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OTHER TRADES 10. TYPICAL DETAILS MAY NOT NECESSARILY BE REFERENCED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. 04. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF APPLIANCES AND FIXTURES WITH SUB-CONTRACTOR 11. SECURITY AND SAFETY ARE THE CONTRACTOR'S RESPONSIBILITY. TRADES BASED ON SELECTIONS. INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURER'S RECOMMENDATIONS. CONTACT ARCHITECT PRIOR TO INSTALLATION IF OWNER SUBSTITUTIONS AFFECT DESIGN. 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 05. INSTALL INWALL BLOCKING AS REQUIRED FOR ALL FIXTURES, APPLIANCES AND ACCESSORIES AS REQUIRED TO INDICATED ON THE CONSTRUCTION DOCUMENTS. IN CASES OF DISCREPANCIES, OMISSIONS, CHANGES IN THE CODES, OR SUPPORT SAID ITEMS. 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. 06. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS ARE NOT INDICATED, GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT FOR RESOLUTION. 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. 07. INSTALL ALL 'ZIP' SHEATING ON WALLS IN HORIZONTAL ORIENTATION, RUNNING PERPENDICULAR TO THE WOOD STUD DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. SHOULD THE CONTRACTOR AT ANY TIME WALLS. 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. 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. 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. 09. ALL INTERIOR PARTITIONS ARE 2X4s EXCEPT FOR PLUMBING WALLS AND POCKET DOOR WALLS WHICH SHALL BE 2X6s, DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. SHOULD THE CONTRACTOR AT ANY TIME UNLESS NOTED OTHERWISE. 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. 10. ALL INTERIOR WALLS AND CEILINGS SHALL BE IN ACCORDANCE WITH FIRE RATING REQUIRED BY APPLICABLE CODE. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY ACCESS PANELS, WITH CORRECT FIRE- 11. PARTITIONS MEETING THE BUILDING PERIMETER SHALL BE CENTERED ON THE CENTERLINE OF WINDOW MULLIONS PROTECTION RATINGS, WHETHER INDICATED OR NOT ON THE DRAWINGS. ACCESS PANELS REQUIRED SHALL INCLUDE, BUT UNLESS OTHERWISE NOTED OR DIMENSIONED. PARTITIONS SHALL BE LOCATED AT COLUMN CENTERLINES OR ALIGNED NOT BE LIMITED TO, DAMPERS, PLUMBING VALVES, JUNCTION BOXES AND CLEAN OUTS. WITH FINISH FACE OF COLUMNS UNLESS OTHERWISE NOTED OR DIMENSIONED.
2. REFER TO LIGHTING SPECIFICATIONS FOR LAMPING AND GENERAL LIGHTING.
3. ALL FASCIAS, SOFFITS, BULKHEADS AND DRYWALL CEILINGS TO ALIGN WITH ADJACENT WALL SURFACE IN SAME PLANE U.O.N.
Design Architect
SITE PLAN NOTES:
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
GENERAL NOTES:
4. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND ERRORS OR OMISSIONS PRIOR TO PROCEEDING WITH FABRICATION OR INSTALLATION. 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 COLOR SHIFTS.
16. GENERAL CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, 12. THE INSIDE EDGE OF DOOR FRAMES SHALL BE SET 6" CLEAR FROM THE FINISH FACE OF THE ADJACENT PERPENDICULAR 10. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE TELEPHONE, ELECTRICAL, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) PARTITION UNLESS OTHERWISE NOTED OR DIMENSIONED. DIMENSIONS LOCATING DOORS ARE SET TO THE INSIDE EDGE OFSUFFICIENT QUANTITIES OF MATERIALS TO COMPLETE THE WORK. AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE LISTED EQUIPMENT ARE THE DOOR FRAME UNLESS OTHERWISE NOTED. PROVIDED. ELEMENTS TO BE EXPOSED OR CONCEALED SHALL BE DETERMINED AND REVIEWED WITH ARCHITECT PRIOR TO 11. ALL FINISH FLOOR TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS OR CASED OPENINGS, UNLESS CONSTRUCTION PROCEEDING. 13. TAPE, SPACKLE AND SAND ALL PARTITIONS. PARTITIONS SHALL BE FINISHED IN A SMOOTH CONDITION, READY FOR OTHERWISE NOTED. FINISHES SPECIFIED, UNLESS OTHERWISE NOTED. 17. ATTACHMENTS, CONNECTIONS OR FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN 12. FINISHES CALLED FOR SHALL EXTEND OVER, UNDER, AND/OR BEHIND ANY ITEM OF BUILT-IN MILLWORK, EQUIPMENT, CONFORMANCE WITH BEST PRACTICE AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEM ACCORDINGLY TO 14. DOORS AND FRAMES SHALL BE SET TO PROVIDE A MINIMUM CLEARANCE ON THE HARDWARE END OF THE DOOR AS MIRRORS, ETC. AS INDICATED ON THE DRAWINGS. WALLCOVERING SHALL NOT HAVE SEAMS WITHIN SIX INCHES OF A SPECIFIC CONDITIONS. THE DRAWINGS PROVIDED SHOW ONLY SPECIAL CONDITIONS TO ASSIST THE CONTRACTOR. THE FOLLOWS: 18" ON THE "PULL" SIDE OF THE DOOR 12" ON THE "PUSH" SIDE OF THE DOOR. CORNER. CUT INSIDE CORNERS ARE NOT PERMITTED. DRAWINGS DO NOT ILLUSTRATE EVERY SUCH DETAIL. 15. PROVIDE STEEL REINFORCEMENT TO LOW GWB PARTITION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF 18. THE CONTRACTOR SHALL CONTINUOUSLY CHECK ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY PARTITION OF EQUIPMENT, MECHANICAL, AND ELECTRICAL SYSTEMS. NO ALLOWANCE OF ANY KIND WILL BE MADE FOR THE CONTRACTOR'S NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES. 16. PROVIDE ACOUSTICAL PARTITION ABOVE MOVABLE PARTITIONS TO ACOUSTICALLY SEPARATE ROOMS AS NOTED ON DRAWINGS. 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.
Cabin House 4.1
MILWORK NOTES:
01. ALL MILLWORK, STANDING AND RUNNING TRIM, CASEWORK AND PLASTIC LAMINATE WORK SHALL CONFORM TO THE 21. CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS IN AMPLE TIME TO AVOID DELAYS IN ARCHITECTURAL WOODWORK INSTITUTE (AWI) QUALITY STANDARD "CUSTOM GRADE" UNLESS OTHERWISE NOTED. CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE, CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY TO ALLOW THE ARCHITECT A REASONABLE AMOUNT OF TIME TO SELECT A SUITABLE SUBSTITUTE. 2. ALL MILLWORK AND FINISH CARPENTRY FABRICATION SHALL BE FABRICATED FROM FIELD MEASUREMENTS WITH PROVISIONS FOR SCRIBING AS REQUIRED TO MEET FIELD CONDITIONS. 22. WITH REFERENCE TO CEILINGS, CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND PREPARE COMPOSITE SHOP DRAWINGS TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE3. INSTALL ALL CASEWORK AND FINISH CARPENTRY PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS OR WARPS. SPECIFIED FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR AS NOTED ON THE DRAWINGS. CLARIFY CONFLICTS WITH PROVIDE SUPPORT FOR COUNTERTOPS AS NECESSARY TO INSURE SECURE INSTALLATION. ARCHITECT. 23. REFERENCE TO MAKES, BRANDS, MODELS, TYPES OF MATERIALS ETC. IS TO ESTABLISH TYPE AND QUALITY DESIRED.
4. ADJUST CABINETWORK AND HARDWARE SO THAT DOORS AND DRAWERS OPERATE SMOOTHLY WITHOUT WARP OR 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.
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.
ProjectInformation
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 STANDARD SHALL BECOME A PART OF THE CONTRACT DOCUMENTS AS THOUGH PRINTED HEREIN .
Author: Arch. Andrei Vasilief
Notes
9. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO ORDERING PREFABRICATED CABINETRY.
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
Drawing Information
6. UNLESS OTHERWISE NOTED, CONCEALED, SELF CLOSING, HINGES SHALL BE USED THROUGHOUT.
_G102
B N
1
5'-7"
2'-6" 5'
5'
2'-6" 5'
2'-3"
5'
2'-6" 5'
W02
W02
D01
5' 7'
W02
King post
Parquet
N.A:
148 sq ft
D04
2'-4" 7'
2'-6" 7'
0
N.A:
58 sq ft
P.: 33'-1.4"
FL.: Wood finish N.A:
2'-6" 7'
Tiles
F03
19 sq ft
17'-7.2"
Plumbing
497 sq ft
P.: 194'-2.0"
D03
King post
D
33'
43'-10"
Parquet
W
Jack studs
EI01
22'-5"
Open plan living room
E
±0'
5' 7'
5' 7'
9'-4"
Entrance
5' 5'
D01
HP | Sill 2'
W01
5' 5'
E
9'-4"
F01
9'-4"
1
E
E
FL.:
Parquet
N.A:
375 sq ft
P.:
A
78'-3.8"
3'
A
16'-9"
A
3'
9'-4" E
FL.:
43'-10"
43'-4"
43'-4" W A
P.:
2'-4" 7'
D03
Covered porch
2'-4" 7'
King post
N.A:
3'-1"
5'-5"
5
C
8'-10"
Laundry | Technical
King post
2
D04
5'-5"
5'-5"
5'-5"
D04
2'-6" 7'
11'-5"
Dressing room
5'-1"
3'-9"
W
18'-1"
D03
FL.:
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
9'-6"
3'-4"
FL.:
P.: 58'-3.4"
3'
D
2'-6" 5'
80 sq ft
F05
D
2'-6" 5'
3
King post
C
W02
Bedroom
P.: 42'-11.3"
C
2'-6" 5'
W02
N.A:
Tiles
HP | Sill 2'
FL.:
2'-6" 5'
8'-11"
4
HP | Sill 2'
14'-10"
8'-10"
9'-6"
9'-6"
Bathroom
B
1'
B
HP | Sill 2'
5'-5" 5'-7"
A
King post
7'-2"
D
5'-5"
F04
HP | Sill 2'
C
1'
5'-5"
5'-5"
5'-7"
B
9'-6"
2'-3"
5'-7"
A
5'-7"
5'-7"
A
B
3
23'-3"
11"
A
2
29'-4"
2'-6" 5'
23'-3"
3
HP | Sill 2'
2
2'-6" 5'
28'-10"
2'-6" 5'
1
Design Architect
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N B N
E
Jack studs
8'
5' 7'
5' 7'
Entrance
5' 5'
D01
HP | Sill 2'
W01
5' 5'
8'
8'
8'
+0'
Jack studs
HP | Sill 2'
5'-7"
5' 5'
12'-1"
3
1
S
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
1'
5'-5" 5'-7"
5'-5" 5'-7"
Author: Arch. Andrei Vasilief
B
Foundation 3/8" = 1'-0"
100 -
2
Foundation | Main floor plan
3
S
Ground floor 3/8" = 1'-0"
Drawing Information
100 -
G
29'-4"
2
B
5' 5'
23'-3"
28'-10"
1
7'-4"
G
1'
23'-3"
Cabin House 4.1 ProjectInformation
G
King post
W01
F02
5'-5"
5'-7"
5'-7"
5'-7"
W01
G
F
5' 5'
F
King post
HP | Sill 2'
5' 5'
F
1'-11"
F
King post
A101 3/8" =
1'-0"
B N
3
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'-5"
1'-5"
1'-5"
13'
1'-5"
A
A
B
B
C
C
D
D
1'-5"
G
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'
1'-5"
23'-3"
1'-5"
1'-5"
5'-7" 5'-5"
100 -
9'-4"
F
A
E
F
Cabin House 4.1
G
13'
1'-5"
G
12'-10"
5'-1"
23'-3"
5'-7"
Author: Arch. Andrei Vasilief
28'-10"
3
1
S
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
D
35'
43'-4"
E
F
5'-7"
2
B
C
W
43'-4"
E
28'-10"
1
B
9'-6"
5'-7" 9'-6" 5'-5" 9'-4"
E
G
1'-1"
A
A
1'-5"
1'-5"
5'-7"
5'-7"
F
5'-1"
8'
1'-1" 11" 1'
1'
1'
1'
8'
1'
1'
1'
E
A
5'-7"
1'
Truss
1'
A
8'
Ridge beam
5'-7"
1'-5"
1' 11" 1'-2" 1'-1" 1'-1" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"
Top plate
1'
9'-4"
W
43'-4"
D
Top plate
1'
9'-6" 5'-5"
C
1'-5" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-5"
1'-5"
5'-6"
5'-7" B
12'-10"
ProjectInformation
1'
B
Roof framing 100 3/8" = 1'-0" -
2
Roof framing | Roof plan
3
S
Roof 3/8" = 1'-0"
Drawing Information
1'
E
1'
9'-6"
1'
5'-5"
1'
9'-4"
1'
8'
1'
5'-7"
4'-11" 5'-7"
1'
3
35'
1'
23'-3"
1'-5"
A
1'
5'-7"
2
4'-10" 5'-7"
1'-1"
28'-10"
4'-11"
23'-3"
1
43'-4"
2
28'-10"
4'-10"
1
Design Architect
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N B N
A102 3/8" =
1'-0"
Design Architect
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N +15' 3 Roof
Asphalt shingles
Wooden siding
+8'-4"
+8'-4"
+7'
W01 Dim.5' x 5'
+8' 1 Roof framing
+7'
W01 Dim.5' x 5'
Wooden siding
W01 Dim.5' x 5'
Wooden siding
+2'
W01 Dim.5' x 5'
+2'
±0' 0 Ground floor -1' -1 Foundation
100 -
South Elevation 100 3/8" = 1'-0" -
West Elevation 3/8" = 1'-0"
+15' 3 Roof
Asphalt shingles
Wooden siding
W02 Dim.2'-6" x 5'
W02 Dim.2'-6" x 5'
W02 Dim.2'-6" x 5'
+7'
W02 Dim.2'-6" x 5'
W02 Dim.2'-6" x 5'
+8'-4"
+8' 1 Roof framing
+7'
D01 Dim.5' x 7'
D01 Dim.5' x 7'
+2'
D01 Dim.5' x 7'
Wooden siding
+2'
±0' 0 Ground floor -1' -1 Foundation
100 -
North Elvation 100 3/8" = 1'-0" -
East Elevation 3/8" = 1'-0"
7'
Door and window schedule Plan Frontal Heig ID Description view Pcs. ht Width view Glazed exterior 7'-0" 5'-0" 3 D01 side hung 5' double door
Cabin House 4.1
3
7'-0" 2'-4"
Interior solid leaf side hung door
7'
D03
2'-4"
2'-4"
3
7'-0"
2'-6"
Framed opening
7'
D04
2'-6"
ProjectInformation
5'
Author: Arch. Andrei Vasilief
W01
4
5'-0" 5'-0"
5'
2'-6"
5'
Elevations | Door window schedule
Double side hung window
W02
5 18
5'-0"
2'-6"
2'-6"
Side hung window with 1 opening
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
Drawing Information
5'
A103 3/8" =
1'-0"
Design Architect
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N D08
+15' Roof
D07
D03
+8' Roof framing
D03
D11
D05
D06
D09
D01
Section A 100 3/8" = 1'-0" -
Section B 3/8" = 1'-0"
A
B
C
D
E
F
8' 5' 5'
3'
5' 5'
18'-1"
5'-5"
1'-10"
2'-6"
1'-10"
3'-1"
1'-10"
Pcs.
Ceiling light
3
Plan view
C
Details
C
3'-10"
1'-11" Storage
Backsplash
1'
2'-6" 5' W02
54
6'-8"
Coffee table
2" 11"
3'
Pcs. Plan view 1
ID Single vanity
1
Attached to interior wall
Indoor heat pump unit
2'-5"
Carpet
1
9'
Shower cabin
1
Pcs. Plan view 1
Toillet
1
2'-10"
ID
701 -
Cabin House 4.1
Pcs. Plan view
Wall mounted TV
2'-2"
Washer and dryer
1
1
4'
W
2'
1'-2"
7'-10"
1
701 Furniture schedule
11 Truss
1 7'
EWL
2'-6" 5'
EWL
EWL
EWL
EWL
W02
W02
WL
HP | Sill 2'
2'-6" 5'
WL
1
ID
701 Furniture schedule
2'
EWL
HP | Sill 2'
D04
3'-1"
D03
5' 7'
WL
5' 7'
WL
EWL
Electrical plan 3/8" = 1'-0"
HP | Sill 2'
3 seater sofa
Armchair
9
Kitchen elevation 3/4" = 1'-0"
1'-11"
Hanging from ceiling
Light switch
11
WL
2'-6" 7'
HP | Sill 2'
W01
2'-6" 7'
Dishwasher
1'-11"
4'-5"
P
D04
Cooktop base
2'-1"
P
Pcs. Plan view
6'-8"
2
ID
701 Furniture schedule
2'
701 Furniture schedule
2
2
+0'
WL
Switch
1'-10"
Built into the kitchen
D01
14'-10"
Pendant Light
3'-1"
EI01 -
2
11'-5"
C
2
5' 7'
11"
1
Sink
1'-10"
2" 11"
Kitchen built-in light
2'-6"
5'-3"
WL
1
2'-4"
P
Junction box
H
Hanging from the ceiling
2
H
2
EWL
2'
W02
HP | Sill 2'
2
22'-5"
H
Hanging light
4'-6"
Exterior architectural lighting, attached to the facade
2
2
2'-6" 5'
14
11"
1'
C
WL
2
8'-11"
D01
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.
Built in refrigerator
7'-1"
2
3'-9"
2
11
Exterior wall light
Wall light
D01
7'-2"
2
Double socket
5'-1"
2'-4" 7'
Storage
Built in LED light
2'-8"
Attached to the ceiling
Built-in hood
2'
ID
4'-2"
W02
2'-6" 5'
7'-2"
2'-6" 7'
W01
HP | Sill 2'
HP | Sill 2'
D03
3'
D03
2'-4" 7'
Storage
4'-2"
Storage
Electrical schedule
D04
16'-9"
2'
EWL
EWL
EWL
HP | Sill 2'
EWL
5' 5'
WL
WL
EWL
EWL
5' 5'
EWL
HP | Sill 2'
8'-10"
5' 5'
2'-8"
W01
2'-4" 7'
5' 5'
5'-7"
2'
W01
9'-6"
4'-10"
1'-11"
5'-5"
2"
5'-5"
9'-4"
8"
5'-7"
11"
G
0. -
Range hood exhaust
43'-10"
11"
100 -
D02
D09
ProjectInformation
D01
D10
Furniture schedule 1' = 1'-0"
Drawing Information
±0' Ground floor -1' Foundation
D04
2"
D02
PLEASE NOTE: Trusses will either be commercially purchased or designed by a licensed professional, i.e. a structural engineer
2'
D04
GSPublisherVersion 0.0.100.99
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
Author: Arch. Andrei Vasilief
Sections | Electrical Layout | Kitchen Elevation | Furniture Schedule
A104
3/8" = 1'-0", 3/4" = = 1'-0", 1' 1'-0"
4"
Top plate
9"
9"
2"
2"
9"
2"
9"
9"
2"
2"
9"
9"
2"
8" 6" 7"
2"
6"
2"
8"
2"
8"
2"
8"
2" 1'
6" 8"
2"
7"
2"
8"
4"
Window header 5'
4"
11"
6"
11"
4"
5'
4"
11"
6"
6'-2"
2"
2x6 stud Rough sill
1'-10"
Trimmer stud
Sole plate
F01 -
2" 1'-6" 4"
9"
2"
5'
6" 8"
2"
Design Architect
1'-2"
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N
Blocking stud
Cripple stud
Framing elevation | Exterior wall 1/4 3/8" = 1'-0"
2"
1' 4"
Blocking stud
Top plate
Porch beam
Window header
6'-10"
King post
6" 4"
5'
4"
8"
2"
10"
2" 1'
2" 1'-3"
2" 1'
6" 8"
2"
10"
2"
1'-1"
2" 1'-4"
2"
11"
4"
Rough sill 5'
4"
6"
2x6 stud
Cripple stud
F02 -
Exterior door header
5'
4"
11"
6"
11"
4"
5'
4"
2" 2" 5" 9" 9"
8"
2"
8"
2"
8"
2"
8"
2"
8"
2"
6"
2"
7" 6"
4"
2'-6"
4"
9"
2"
9"
2"
9"
4"
2'-6"
4"
6"
5'
4"
7'
9"
Porch beam
Blocking stud
King post
6" 2"
Top plate
2"
4"
10"
1' 4"
4"
Framing elevation | Exterior wall 2/4 3/8" = 1'-0"
Sole plate
Jack studs
2" 1'-6" 4"
Sole plate
F03 -
2"
4"
9"
1' 4"
4"
Framing elevation | Exterior wall 3/4 3/8" = 1'-0"
Top plate
Porch beam
Window header
2'-6"
4"
7"
2"
10"
4"
5'
4"
8"
2"
9"
4"
2'-6"
4"
7"
2"
10"
2"
9"
2"
10"
2"
8"
4"
2'-6"
4"
6"
5'
6" 4"
Exterior door header
7'
King post
Rough sill
Sole plate
F04 -
4"
Framing elevation | Exterior wall 4/4 3/8" = 1'-0"
10"
Blocking stud
Cabin House 4.1
Interior door header
Trimmer stud
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
6"
2"
7"
2"
11"
2"
11"
2"
11"
2"
11"
2"
11"
2"
9"
2"
9"
2"
9"
2"
9"
2"
9"
2"
7"
3"
10"
2"
9"
2"
9"
2"
9"
2"
7"
4"
2'-4"
4"
Author: Arch. Andrei Vasilief
8"
Framing elevations | Framing model 2"
4"
Framing elevation | Interior wall 3/8" = 1'-0"
Drawing Information
F05 -
2'-6"
7'-1"
2x3 stud
ProjectInformation
4"
Interior door header
6" 5"
PLEASE NOTE: Amount and type of rebar in the concrete slab will be determined by a licenced professional, i.e. structural engineer.
2" 1'-6" 4"
Sole plate
A105 3/8" =
1'-0"
---
4'-8.9"
1
---
2'-9.5"
4
6'-5.0"
2
---
4'-10.9"
8'-6.7"
1
1
---
---
3'-0.1"
5'-1.6"
5
4
---
3'-6.8"
1
3"
7'-1.5"
2"
2"
---
---
7'-5.0"
79
---
6'-1.2"
1
6"
---
---
5'-2.2"
Trimmer stud
16
1
---
3"
7'-1.0"
6"
7'-11.5"
---
---
1
---
4"
7'-2.4"
17'-5.6"
2
6"
---
Gravel or crushed stone, 4'' minimum thickness
Ground floor
229.3
Insulation
Ground floor
386.9
Insulation
Roof
643.6
Reinforced concrete
Foundation
1,452.3
Reinforced concrete
Ground floor
229.3
---
5'-0.0"
B01 -
---
33'-3.5"
1
---
22'-9.0"
2
6"
1'-6.0"
2"
6"
1
6"
Porch stud 4x4 16
2"
9
9'-1.3"
6"
Cripple stud
---
4"
1
Volume
PLEASE NOTE: Amount of concrete is only for estimate, the actual amount will be determined by the foundation designer, i.e. structural engineer.
12'-7.4"
---
2"
0'-9.3"
2"
6"
Storey
---
Window header
12
Material name
31'-9.0"
9'-1.1"
---
2"
0'-11.5"
2"
6"
2"
9
1
3"
---
6"
2"
2
2"
---
5'-6.0"
2"
---
1
---
8
Blocking stud
---
Bill of quantities 1/2 | cubic feet
Design Architect
Wooden framing elements schedule Number Plan Height (where Length(where of ID applicable) applicable) view Pieces 6"
2
3"
5'-5.5"
2"
---
6"
7'-11.5"
2"
65
6"
Wooden framing elements schedule Number Plan Height (where Length(where ID of applicable) applicable) view Pieces
---
1
2x6 stud
Wooden framing elements schedule Number Plan Height (where Length(where of ID applicable) applicable) view Pieces
2"
8'-2.3"
2"
3"
2"
81
2"
1
2"
2x3 stud
Wooden framing elements schedule Number Plan Height (where Length(where ID of applicable) applicable) view Pieces
SA M PL E. N O O T R FO PE R RM C O IT NS IN T G. RU CT IO N
Wooden framing elements schedule Number Plan Height (where Length(where of ID applicable) applicable) view Pieces
---
5'-8.0"
Cubic feet materials 1' = 1'-0" Bill of quantities 2/2 | square feet Storey
Surface
1/2'' Gypsum board
Ground floor
2,976.3
1/2'' Gypsum board
Roof
2,981.8
Exterior deck flooring
Ground floor
503.1
Exterior wooden siding
Ground floor
772.2
Floor tile
Ground floor
102.5
Interior wall paint
Ground floor
1,789.5
Polyethylene moisture barrier
Ground floor
1,281.4
Roof
1,583.5
Vapour barrier
Ground floor
752.9
Vapour barrier
Roof
942.1
Wall tile
Ground floor
422.4
Wooden parquet
Ground floor
600.9
Material name
1
---
31'-9.0"
23'-10.5"
4
8'-5.5"
6"
6"
701 -
2"
1
---
---
1'-11.1"
---
2'-1.1"
---
2
Porch beam
2"
2
2"
King post
3'-10.6"
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
6"
---
1
---
2"
29'-0.0"
---
9'-1.1"
1
---
2'-9.5"
1
---
29'-4.0"
---
43'-6.0"
2'-10.0"
4
---
---
5'-8.0"
Sole plate 1
1
Roof tiles
4
---
3'-4.0"
5'-0.0"
4'-0.0"
6"
---
6"
1
3"
---
2"
7'-11.5"
2"
6"
4
3"
2"
Porch Rafter
8
15
---
---
2"
---
6"
2
2
Jack studs 8
2'-10.0"
2"
3"
---
5'-6.8"
Top plate
1
4
---
5'-2.2"
2"
2'-10.0"
5'-6.2"
2"
---
---
1'-3.3"
2'-8.0"
4
---
22'-9.0"
3
---
22'-9.1"
11
2"
2
---
1
3"
7'-8.0"
3
Rough sill
3"
---
7'-5.3"
1
3"
2
---
32'-5.7"
6"
3'-0.0"
2
22'-9.1"
3"
---
2'-8.0"
---
---
2"
2
3"
5'-2.8"
2"
---
1
---
2'-10.0"
Wood deck support
6"
3"
1
2"
2
2"
3"
1
---
5'-0.0"
Ridge beam
Interior door header
5
---
5'-4.0"
---
5'-3.0"
B02 -
78
---
Square feet materials 1' = 1'-0"
5'-4.2"
Frame elements schedule 1' = 1'-0"
C -
Porch roof
+8'-2"
+7'-1"
Porch Rafter
Porch beam
Cabin House 4.1 ProjectInformation
13'-4.1"
Exterior deck flooring
Author: Arch. Andrei Vasilief
Framing schedule | Bill of quantities | Porch detail
±0'
Porch section 3/4" = 1'-0"
Drawing Information
---
6"
56
6"
5'-2.5"
2"
---
---
2"
6"
3
2
2"
Exterior door header
2"
Rafter
A106 1' =
= 1'-0", 3/4" 1'-0"
Design Architect
Caulking+ Insulation
Roof ridge
Flashing Interior finish
Exterior finish
Double header
Roofing Ridge board
D04 -
Header
Blocking
Window sill detail 1 1/2"= 1'-0" Jack studs
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 -
D08 -
Exterior wall section 1 1/2"= 1'-0"
PT Sill plate
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 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
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.
D02 -
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"
Exterior door framing 3/4" = 1'-0"
Header sized to span door opening Interior finish 1/2'' shim space filled with insulation
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
Ceramic tile Dry-set or latex-portland cement mortar 1/4'' minimum Cement topping for smooth, level surface Concrete slab
Head casing Rabbeted door frame
Concrete foundation
PLEASE NOTE: Roof support design and individual components dimnesions will be done by a licenced professional, i.e. structural engineer.
D01 -
Typical foundation footing section
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
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 finish
D10 -
ProjectInformation
D06 -
Wood flooring detail 1 1/2"= 1'-0"
Drawing Information
Crushed stone
Footind height: minimum 10''
Backfill
Construction Details
Flexible sealant
Insulation
Filter cloth
4'' diameter drain
Interior casing
A201 1 1/2"= 1'-0", 3/4" = 1'-0"