Planning & Zoning Commission (linked)

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
Layout ID
01
Cover Sheet
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
TRUOBA MINI 217
INDEX SHEET
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
House Area: 858 sq. ft.
COVER SHEET
SLAB FOUNDATION PLAN
CRAWL FOUNDATION PLAN
PLUMBING PLAN
FLOOR PLAN
ROOF CONSTRUCTION PLAN
ROOF PLAN
SECTIONS
ELEVATIONS
ELECTRICAL PLAN
HVAC PLAN
FURNITURE PLAN
DOOR & WINDOW SCEDULE
CONSTRUCTION DETAILS
PLUMBING SPECIFICATIONS
ELECTRICAL SPECIFICATIONS
MECHANICAL SPECIFICATIONS
General Notes
THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE GENERAL
CONTRACTOR SHALL PROVIDE FOR THE SAFETY, CARE OF UTILITIES AND ADJACENT PROPERTIES DURING
CONSTRUCTION, AND SHALL COMPLY WITH THE STATE AND FEDERAL SAFETY REGULATIONS.
THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE
BUILDING CODES REGARDING BUILDING, BUILDING STRUCTURE, ZONING, ELECTRICAL, MECHANICAL, PLUMBING
AND FIRE AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THE DRAWINGS AND SPECIFICATIONS SHALL
NOT PERMIT WORK THAT DOES NOT CONFORM TO THESE CODES. ANY DISCREPANCIES BETWEEN CODE
REQUIREMENTS AND THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
LIMITED ARCHITECTURAL AND ENGINEERING SERVICE HAS BEEN PROVIDED FOR THIS HOUSE DESIGN. ADDITIONAL
CONSTRUCTION DETAILS, INFORMATION AND SPECIFICATIONS ARE NEEDED BY THE GENERAL CONTRACTOR. THE
GENERAL CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL SPECIFIED HOUSE STRUCTURE THAT THE
SPECIFIED STRUCTURE IS AS REQUIRED TO CONSTRUCT THE HOUSE FOR THE LOCATION OF WHERE THIS HOUSE IS
BUILT. THE GENERAL CONTRACTOR MUST GET AN APPROVAL OF HOUSE REQUIRED STRUCTURE FROM WITH LOCAL
STRUCTURAL ENGINEER.
ELECTRICAL INSTALLATION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
AND THE LOCAL BUILDING AUTHORITY.
MECHANICAL WORK SHALL BE EXECUTED AND INSPECTED IN ACCORDANCE WITH PUBLIC UTILITY REGULATIONS
AND LOCAL APPLICABLE CODES.
DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED WITH
WRITTEN DIRECTION
FROM THE ARCHITECT. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION PROCEDURES, TECHNIQUES OR
THE FAILURE OF THE SUB-CONTRACTORS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS, MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, INDUSTRY STANDARDS, OR REQUIRED
CODES.
WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. VERIFY
ALL DIMENSIONS SHOWN PRIOR TO BEGINNING ANY WORK AND NOTIFY THE ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES FOR INTERPRETATION OR CLARIFICATION PRIOR TO BEGINNING ANY ASSOCIATED WORK. PLAN
DIMENSIONS ARE TAKEN FROM THE CENTER AND FACE OF FRAMING MEMBERS UNLESS OTHERWISE NOTED.
SECTION OR ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR BEAMS UNLESS
OTHERWISE NOTED.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER TO VERIFY THE ACCURACY AND COMPLETENESS OF
THE DOCUMENTS AS PRESENTED AND TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
SUFFICIENTLY IN ADVANCE OF THE WORK TO BE PERFORMED TO ASSURE THE ORDERLY
PROGRESS OF THE WORK. ANY DISCREPANCIES BETWEEN THESE CONSTRUCTION DOCUMENTS AND ACTUAL JOB
SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING ANY
CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL GRADES INCLUDING PAVED AREA SLOPES PRIOR TO
PLACING ANY FOUNDATIONS. SURVEY WORK SHOULD BE VERIFIED IN DETAIL. VERIFY ALL DIMENSIONS,
CONDITIONS, AND UTILITY LOCATIONS ON THE JOB PRIOR TO BEGINNING ANY WORK OR ORDERING ANY
MATERIALS. NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DRAWINGS IMMEDIATELY.
STAKE ALL BUILDING CORNERS AND DRIVEWAY LOCATIONS FOR OWNER, BUILDER, AND DESIGN FIRM.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE EXISTING TREES TO REMAIN AND ADJACENT
PROPERTIES 
FROM 
DAMAGE 
DURING 
CONSTRUCTION. 
PROVIDE 
PROTECTIVE 
FENCING 
THROUGHOUT
CONSTRUCTION.
IT IS THE INTENT AND MEANING OF THESE DRAWINGS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR
PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO OBTAIN A COMPLETE JOB
WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY.
THE CONTRACTOR & HIS SUBCONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,
DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY, ETC. ALL FIXTURES,
EQUIPMENT, GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF
THE PROJECT.
FIELD MEASUREMENTS TO BE VERIFIED FOR PROPER FIT AND ATTACHMENT FOR ALL DOORS, WINDOWS,
CABINETRY, APPLIANCES, HARDWARE, FIXTURES, AND SPECIALIZED EQUIPMENT. ITEMS SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ALL WINDOWS AND DOORS DIMENSIONS ARE
SHOWN OF AN ACTUAL UNIT SIZE. THE CONTRACTOR MUST LEAVE EXTRA SPACE FOR WINDOWS AND DOORS
INSTALLATION.
FLOOR JOIST SUPPLIER TO VERIFY DIMENSIONS AND COORDINATE JOIST LAYOUT PLAN AND APPROPRIATE DETAILS.
ROOF RAFTER AND BEAM SUPPLIER TO VERIFY DIMENSIONS AND COORDINATE RAFTER AND BEAM LAYOUT PLAN
AND APPROPRIATE DETAILS.
PROVIDE FIRE & SMOKE DETECTORS AS REQUIRED BY LOCAL JURISDICTION.
PROVIDE INSULATION AROUND ALL PLUMBING AND HEATING LINES EXPOSED TO TEMPERATURE DIFFERENTIALS.
SUBSTITUTION OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE.
IN THE LOCATIONS OF HARSH WINTER CONDITIONS, ROOF AND DECK SURFACES MUST BE MAINTAINED
REASONABLY FREE OF ICE AND SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES.
CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT. ALL
APPLICABLE STATE, COUNTY AND CITY REQUIREMENTS REGARDING BUILDING, BUILDING STRUCTURE, ZONING,
ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR &
SUBCONTRACTORS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES BETWEEN CODE
REQUIREMENTS AND THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER INSTALLATION OR FOR BUILDING CODE
COMPLIANCE OR STANDARDS LISTED HEREIN SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR'S
CLARIFICATION.
IF GENERAL CONTRACTOR IS NOT HIRED FOR THE CONSTRUCTION WORK THE OWNER OF THE HOUSE IS
RESPONSIBLE FOR ABOVE MENTIONED GENERAL CONTRACTOR'S DUTIES.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:58:54 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
02
Slab Foundation Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
28'-10"
23'-5"
18'-11"
7'-5"
18'-11"
15'
14'-5"
10'-9"
5'-9"
13'-2"
3"
6'-6"
1'-5"
6'-6"
6'-9"
6'-5"
12" sonotube. Concrete 3000 psi.,
Reinforcement ratio is 0.1 tonn/yd3
Foundation placed on
the edge of above
load-bearing stud wall
10" wide concrete strip foundations
must be specified by structural
engineer. Concrete 3000 psi., must
have min. 2x#4 reinforcement up and
down. Stirrup #4 @ 10" o.c.
Reinforcement ratio is 0.11 tonn/yd3
Slab on grade must be specified by
structural engineer. Concrete 3000 psi.,
Reinforcement ratio is 0.1 tonn/yd3
4" Perforated foundation
drainpipe around all
foundation walls. Drainpipe to
be directed to the sump pump,
catch basin, or soak-pit.
Column Footings 12" on 24".
Concrete 3000 psi., Reinforcement
ratio is 0.1 tonn/yd3
1
1
2
2
3
3
4
4
5
5
6
6
B
B
A
A
C
C
F
F
G
G
E
E
D
D
S-01
S-01
S-02
S-02
0"
8"
3'-6"
1/2" Drywall
2''X6'' Stud wall with mineral wool insulation
Floor finish
Vapour control layer (house wrap)
1/2'' OSB
1"x4" Vertical timber battens
Exterior cladding
4'' Concrete slab must be specified
by local structural engineer
Horizontal vapour barrier - 6mil. vapor
retarder with joints lapped min. 6"
Compacted hard-core ground layer
Protective tinplate
2x4'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
4'' Drain
10"x20" 2 Her2 no.4
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
10" concrete
foundation. Must be
specified by local
structural engineer
1/2" Sill anchor @48"
2 No.4 horizontal rebar
No.4 "L" BAR @ 36" w/ 14"
protection into stem wall
1
GNE no. 4 horizontal rebar
Slab Foundation Plan
1/4"   =    1'-0"
01
Slab foundation construction detail
02
FOUNDATION NOTES
DIMENSIONS ARE TO OUTSIDE EDGE OF CONCRETE STEM WALL.
SLOPE ALL EXTERIOR FINISHED GRADES AWAY FROM THE BUILDING 6" IN FALL IN FIRST 10'.
CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, CRIBBING, SHEET PILING, ETC. AS REQUIRED TO
SAFELY RETAIN EXCAVATIONS DURING CONSTRUCTION.
FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED DOUG-FIR
AND ANCHORED TO FOUNDATION W/ 1/2" DIA. ANCHOR BOLTS W/ 7" MIN. EMBEDMENT MAX. SPACING 6' O.C.
UNLESS NOTED OTHERWISE. MINIMUM 2 ANCHOR BOLTS PER PLATE SECTION. MAX. 12" AND MIN 7 BOLT
DIAMETER FROM END OF SILL, MIDDLE 1/3 OF WIDTH.
ALL CAST IN PLACE CONCRETE SHALL CONFORM TO REQUIREMENTS OF THE AC 1301 “SPECIFICATIONS
FOR STRUCTURAL CONCRETE.”
CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTMC 94. USE TYPE ‘A’ CEMENT.
AIR ENTRAINMENT SHALL BE 4-6% U.N.O. ALL CONCRETE TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH
OF 3,000 PSI @ 28 DAYS. CEMENT SHALL CONFORM TO ASTMC 150, TYPE A.
AGGREGATE TO BE 3⁄4 NOMINAL COURSE. MAXIMUM 4” SLUMP FOR SLABS ON GRADE, AND A MAXIMUM 7”
FOR WALLS AND FOOTERS.
DO NOT TAMP SLABS. FOR ALL CONCRETE USE ROLLER BUD, VIBRATING SCREED OR BULL FLOAT AS
NECESSARY TO PREVENT HONEYCOMBING BUT NOT TO THE POINT OF SEGREGATION. CONCRETE SHALL
BE CHLORIDE FREE.
PROVIDE AND INSTALL SLEEVES FOR UTILITY OPENINGS PRIOR TO PLACING CONCRETE. CONCRETE
FOOTINGS MAY BE POURED AGAINST NEAT EXCAVATIONS PROVIDED THE REQUIRED CONCRETE
COVERAGE IS MAINTAINED.
CURE EXPOSED CONCRETE FOR 7 DAYS (MIN.) IN ACCORDANCE WITH ACI 301 PROCEDURES IN ORDER TO
PREVENT CRACKING. CURE BY WATERING DAILY OR WITH CURING AND SEALING COMPOUND (SCOFIELD
‘CURESEAL’ OR EQ), OR COMBINATIONS THEREOF. IF CURING COMPOUND IS USED, APPLY AT A RATE
SPECIFIED BY THE MANUFACTURER.
REINFORCING STEEL SHALL CONFORM TO THE ASTM A615, GRADE 40 (Fy= 40 ksi) DEFORMED BARS FOR ALL
BARS.
CONTRACTING JOINTS IN SLABS SHALL BE NOT LESS THAN 1⁄4 OF THE SLAB THICKNESS. CONSTRUCTION
JOINT GRID TO BE AS SQUARE AS POSSIBLE AND NOT EXCEED 100 SQUARE FEET IN AREA.
ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE LATEST EDITIONS
OF THE ACI 318 AND THE CRSI “MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION”, AND AS MODIFIED BY THE DRAWINGS. ALL REINFORCING BAR BENDS SHALL BE MADE
COLD.
ALL REINFORCING STEEL IN SLAB ON GRADE SHALL BE ACCURATELY PLACED AND SUPPORTED BY
GALVANIZED METAL OR PLASTIC CHAIRS, SPACERS OR HANGERS 1 1⁄2” - 2” BELOW TOP OF SLAB. PROVIDE
THE FOLLOWING MINIMUM COVERAGE:
CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH- 3”
EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER- --2”
#5 AND SMALLER--1 1⁄2”
ALL OTHERS PER THE LATEST EDITION OF THE ACI 318
UNLESS NOTED OTHERWISE, REINFORCING STEEL LAP SPLICES IN CONCRETE SHALL BE CLASS ‘B’
TENSION LAP SPLICES (2’- 0” MIN.) PER THE LATEST EDITION OF THE ACI 318. STAGGER ALTERNATE
SPLICES A MIN. OF ONE LAP LENGTH.
SPLICED BARS SHALL BE PLACED AT THE SAME EFFECTIVE DEPTH UNLESS NOTED OTHERWISE. MINIMUM
BAR SPLICES SHALL BE 30 BAR DIAMETERS. NO SPLICING OF VERTICAL BARS IS ALLOWED.
NOTES
Foundation structure must be specified and approved by local
structural engineer of a location where this house is built. Structural
engineer together with client and contractor must decide what
variance of the foundation will be chosen.
A. Soil tests.  In areas likely to have expansive, compressible, shifting
or other unknown soil characteristics, KHC may require a soil test to
determine the soil’s characteristics at a particular location.  This test
shall be made by an approved agency using an approved method.
(Table R401.4.1 IRC)
B. Compressible or shifting soil.  When top or subsoils are
compressible or shifting, such soils shall be removed to a depth and
width sufficient to assure stable moisture content in each active zone
and shall not be used as fill or stabilized within each active zone by
chemical, dewatering or presaturation.  (Section R401.4.2 IRC)
C. Site should be excavated and the foundation designed to allow a
minimum of 18" crawlspace headroom and a minimum of 6" clearance
between the bottom of the exterior vinyl siding and the finished
exterior grade.  All below grade block foundation is to be coated with
foundation coating/damp proofing.  (Section R406.1 IRC)
D. Surface drainage shall be diverted to a storm sewer conveyance or
other approved point of collection so as to not create a hazard.  Lots
shall be graded so as to drain surface water away from foundation
walls.  The grade away from foundation walls shall fall a minimum of
6" within the first 10'.
Digitally signed by Adam R. 
Taddonio 
Date: 2021.04.03 11:58:24 
-04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
03
Crawl Foundation Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
28'-10"
23'-5"
18'-11"
7'-5"
18'-11"
15'
14'-5"
10'-9"
5'-9"
13'-2"
3"
6'-6"
1'-5"
6'-6"
6'-9"
8'-1 1/2"
9'
5'-9"
5'-11 1/2"
9'-8 1/2"
5'-3 1/2"
6'-10 1/2"
6'-9"
6'-9"
5'-9"
5'-9"
5'-11 1/2"
6'-5"
12" sonotube. Concrete 3000 psi.,
Reinforcement ratio is 0.1 tonn/yd3
Foundation placed on
the edge of above
load-bearing stud wall
10" wide concrete strip foundations
must be specified by structural
engineer. Concrete 3000 psi., must
have min. 2x#4 reinforcement up and
down. Stirrup #4 @ 10" o.c.
Reinforcement ratio is 0.11 tonn/yd3
5 1/4" x 9 1/4" LVL Typical
Column Footings 24"x24"x12". Concrete
4500 psi., Reinforcement ratio is 0.1
tonn/yd3
Rim joist
2"x10" joists at 16" o.c.. must be
approved by local structural engineer.
Fasteners d2 1/2"x0.113" @6" o.c
Footing for load-
bearing wall above
4" Perforated foundation
drainpipe around all
foundation walls. Drainpipe to
be directed to the sump pump,
catch basin, or soak-pit.
Column Footings 12" on 24".
Concrete 3000 psi., Reinforcement
ratio is 0.1 tonn/yd3
1
1
2
2
3
3
4
4
5
5
6
6
B
B
A
A
C
C
F
F
G
G
E
E
D
D
S-01
S-01
S-02
S-02
0"
1'-3/4"
1/2" Drywall
2''X6'' Stud wall with mineral wool insulation
2''X6'' Floor plate
Vapour control layer (house wrap)
1/2'' OSB
1"x4" Vertical timber battens
Exterior cladding
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
Vapour barrier
3/4'' Subfloor plywood
Timber Rim Joist 2"x10"
Timber Joist 2"x10"
Floor finish
Rigid insulation
4'' Drain
Concrete footer must
be specified by local
structural engineer
Timber Plate 2"x10",
Fasteners d2 1/2"x0.113" @6" o.c
10" concrete
foundation. Must be
specified by local
structural engineer
1
Crawl Foundation Plan
1/4"   =    1'-0"
01
Crawl foundation construction detail
02
FOUNDATION NOTES
DIMENSIONS ARE TO OUTSIDE EDGE OF CONCRETE STEM WALL.
SLOPE ALL EXTERIOR FINISHED GRADES AWAY FROM THE BUILDING 6" IN FALL IN FIRST 10'.
CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, CRIBBING, SHEET PILING, ETC. AS REQUIRED TO
SAFELY RETAIN EXCAVATIONS DURING CONSTRUCTION.
FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED DOUG-FIR
AND ANCHORED TO FOUNDATION W/ 1/2" DIA. ANCHOR BOLTS W/ 7" MIN. EMBEDMENT MAX. SPACING 6' O.C.
UNLESS NOTED OTHERWISE. MINIMUM 2 ANCHOR BOLTS PER PLATE SECTION. MAX. 12" AND MIN 7 BOLT
DIAMETER FROM END OF SILL, MIDDLE 1/3 OF WIDTH.
ALL CAST IN PLACE CONCRETE SHALL CONFORM TO REQUIREMENTS OF THE AC 1301 “SPECIFICATIONS
FOR STRUCTURAL CONCRETE.”
CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTMC 94. USE TYPE ‘A’ CEMENT.
AIR ENTRAINMENT SHALL BE 4-6% U.N.O. ALL CONCRETE TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH
OF 3,000 PSI @ 28 DAYS. CEMENT SHALL CONFORM TO ASTMC 150, TYPE A.
AGGREGATE TO BE 3⁄4 NOMINAL COURSE. MAXIMUM 4” SLUMP FOR SLABS ON GRADE, AND A MAXIMUM 7”
FOR WALLS AND FOOTERS.
DO NOT TAMP SLABS. FOR ALL CONCRETE USE ROLLER BUD, VIBRATING SCREED OR BULL FLOAT AS
NECESSARY TO PREVENT HONEYCOMBING BUT NOT TO THE POINT OF SEGREGATION. CONCRETE SHALL
BE CHLORIDE FREE.
PROVIDE AND INSTALL SLEEVES FOR UTILITY OPENINGS PRIOR TO PLACING CONCRETE. CONCRETE
FOOTINGS MAY BE POURED AGAINST NEAT EXCAVATIONS PROVIDED THE REQUIRED CONCRETE
COVERAGE IS MAINTAINED.
CURE EXPOSED CONCRETE FOR 7 DAYS (MIN.) IN ACCORDANCE WITH ACI 301 PROCEDURES IN ORDER TO
PREVENT CRACKING. CURE BY WATERING DAILY OR WITH CURING AND SEALING COMPOUND (SCOFIELD
‘CURESEAL’ OR EQ), OR COMBINATIONS THEREOF. IF CURING COMPOUND IS USED, APPLY AT A RATE
SPECIFIED BY THE MANUFACTURER.
REINFORCING STEEL SHALL CONFORM TO THE ASTM A615, GRADE 40 (Fy= 40 ksi) DEFORMED BARS FOR ALL
BARS.
CONTRACTING JOINTS IN SLABS SHALL BE NOT LESS THAN 1⁄4 OF THE SLAB THICKNESS. CONSTRUCTION
JOINT GRID TO BE AS SQUARE AS POSSIBLE AND NOT EXCEED 100 SQUARE FEET IN AREA.
ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE LATEST EDITIONS
OF THE ACI 318 AND THE CRSI “MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION”, AND AS MODIFIED BY THE DRAWINGS. ALL REINFORCING BAR BENDS SHALL BE MADE
COLD.
ALL REINFORCING STEEL IN SLAB ON GRADE SHALL BE ACCURATELY PLACED AND SUPPORTED BY
GALVANIZED METAL OR PLASTIC CHAIRS, SPACERS OR HANGERS 1 1⁄2” - 2” BELOW TOP OF SLAB. PROVIDE
THE FOLLOWING MINIMUM COVERAGE:
CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH- 3”
EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER- --2”
#5 AND SMALLER--1 1⁄2”
ALL OTHERS PER THE LATEST EDITION OF THE ACI 318
UNLESS NOTED OTHERWISE, REINFORCING STEEL LAP SPLICES IN CONCRETE SHALL BE CLASS ‘B’
TENSION LAP SPLICES (2’- 0” MIN.) PER THE LATEST EDITION OF THE ACI 318. STAGGER ALTERNATE
SPLICES A MIN. OF ONE LAP LENGTH.
SPLICED BARS SHALL BE PLACED AT THE SAME EFFECTIVE DEPTH UNLESS NOTED OTHERWISE. MINIMUM
BAR SPLICES SHALL BE 30 BAR DIAMETERS. NO SPLICING OF VERTICAL BARS IS ALLOWED.
NOTES
Foundation structure must be specified and approved by local
structural engineer of a location where this house is built. Structural
engineer together with client and contractor must decide what
variance of the foundation will be chosen.
Crawl Space Ventilation. The under-floor space needs to have
ventilation openings through foundation walls or exterior walls. 1 sq.ft.
of screened vent space penetrating the perimeter foundation for every
150 sq.ft. of space in the crawl space, unless the ground surface is
covered by Class 1 vapor retarder material. Where a Class 1 vapor
retarder material is used, ventilation openings should not be less than
1 sq.ft. for each 1,500 sq.ft. of crawl space area. 1 vent opening
required within 3' of each corner. (Section R408.1 IRC)
A. Soil tests.  In areas likely to have expansive, compressible, shifting
or other unknown soil characteristics, KHC may require a soil test to
determine the soil’s characteristics at a particular location.  This test
shall be made by an approved agency using an approved method.
(Table R401.4.1 IRC)
B. Compressible or shifting soil.  When top or subsoils are
compressible or shifting, such soils shall be removed to a depth and
width sufficient to assure stable moisture content in each active zone
and shall not be used as fill or stabilized within each active zone by
chemical, dewatering or presaturation.  (Section R401.4.2 IRC)
C. Site should be excavated and the foundation designed to allow a
minimum of 18" crawlspace headroom and a minimum of 6" clearance
between the bottom of the exterior vinyl siding and the finished
exterior grade.  All below grade block foundation is to be coated with
foundation coating/damp proofing.  (Section R406.1 IRC)
D. Surface drainage shall be diverted to a storm sewer conveyance or
other approved point of collection so as to not create a hazard.  Lots
shall be graded so as to drain surface water away from foundation
walls.  The grade away from foundation walls shall fall a minimum of
6" within the first 10'.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:56:09 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
04
Plumbing Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
WH
6'
7'-8"
4'-4"
6'-2"
2'-1"
3'
3'-5"
4" DP TO CITY SEWER
2'X2' INSPECTION
CHAMBER
4" DP
2" DP
Cold Water Pipe
1" SCH.80CPVC
Hot Water Pipe
1" SCH.80CPVC
Sink pipe
WC pipe
Sink pipe
Shower pipe
Washer pipe
RECOVERY  RATE
GALLONS
WATER HEATER SCHEDULE
MARK
MANUFACTURER/MODEL
EWH-1&2
QUANTITY
AREA SERVED
1
ELECTRICAL
21 GPH
KITCHEN/RESTROOM
30 GAL
RHEEM: 82SV50-2
40AMP 240V,1P
Plumbing Plan
1/4"   =    1'-0"
01
NOTES
All plumbing drain fixtures are located in the center of 2"x4" stud walls.
2" sink/shower/bathtub drain pipe.
3" toilet drain pipe.
4" main house drain line pipe.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:55:40 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
05
Floor Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
WH
DR - 04
WHD 2'-10"x7'
DR - 05
WHD 2'-10"x7'
DR - 03
WHD 2'-10"x7'
DR - 03
WHD 2'-10"x7'
DR - 06
WHD 2'x7'
DR - 07
WHD 4'-6"x7'
DR - 07
WHD 4'-6"x7'
±0"
 Elevation - 02
 Elevation - 04
 Elevation - 03
 Elevation - 01
House Area
CA: 858.06 sq ft
Deck area
CA: 378.73 sq ft
Deck area
CA: 71.51 sq ft
Bedroom
CA: 120.00 sq ft
Master Bedroom
CA:
123.65 sq ft
Closet
CA: 30.00 sq ft
Bathroom
CA: 55.00 sq ft
Hall
CA: 56.83 sq ft
Kitchen
CA: 88.88 sq ft
Living area
CA: 279.24 sq ft
WD - 04
UD 6'x5'
SH 2'
DR - 02
WHD 6'x7'
WD - 01
UD 2'x4'
SH 3'-2"
WD - 01
UD 2'x4'
SH 3'-2"
WD - 01
UD 2'x4'
SH 3'-2"
DR - 02
WHD 6'x7'
WD - 01
UD 2'x4'
SH 3'-2"
WD - 01
UD 2'x4'
SH 3'-2"
DR - 01
WHD 3'x7'
WD - 01
UD 2'x4'
SH 3'-2"
WD - 01
UD 2'x4'
SH 3'-2"
WD - 01
UD 2'x4'
SH 3'-2"
WD - 02
UD 5'x4'
SH 3'
WD - 03
UD 4'x2'
SH 6'
1
1
2
2
3
3
4
4
5
5
6
6
B
B
A
A
C
C
F
F
G
G
E
E
D
D
28'-10"
6'-9"
10'-8 1/2"
6'-5"
11'-8 1/2"
37'-10"
14'-5"
23'-5"
11'-8 1/2"
11'-8 1/2"
5'-6"
6'
2'-11"
2'
2'
1'
2'
1'
2'
4'-5"
6'
3'
3"
6'-6"
1'-5"
6'-6"
28'-10"
6'-9"
7'-5"
15'
6'-5"
13'-2"
3'-3 1/2"
6'-5"
5'-3 1/2"
4'-6"
6'
4'-6"
1'-11"
2'
2'-6"
37'-10"
18'-11"
18'-11"
14'-5"
4'-6"
6'-2 1/2"
12'-8 1/2"
9'-9"
2'
10"
3'
3'-4"
1'-3"
4'
4'-8"
5'
4'
20'-8 1/2"
5'-5"
6'-1"
10'-8 1/2"
6'-5"
11'-8 1/2"
6'-2 1/2"
12'-8 1/2"
3'-1"
7'-1 1/2"
2'-5"
5'-8 1/2"
3'-7"
2'-5"
4'-5"
3'
2'-10 1/2"
7'-10"
11'-8 1/2"
11'-8 1/2"
3'-3 1/2"
2'-6"
2'
13'-10"
2'
5'
2'
1'-6"
10'-9"
5'-9"
2"
7'-6"
38'-2"
15'
10'-8 1/2"
S-01
S-01
S-02
S-02
Beam above
Beam above
Timber Column 8"x8",
must be specified by
structural engineer
Load-bearing wall
Beam above
Gang of studs
Gang of studs
1/2" Drywall
2''X6'' Stud wall with
mineral wool insulation
Vapour control layer (house wrap)
1/2'' OSB
Exterior cladding
1/2" Drywall
2''X4'' Stud wall
1/2" Drywall
EXTERIOR WALL
INTERIOR WALL
1
First Floor Plan
1/4"   =    1'-0"
01
NOTES
Exterior cladding -Western Red Cedar or other type of exterior wood
cladding chosen by owner. Exterior finish should be cladded using treated
and impregnated  natural softwood.
Windows. Double glazed aluminium frame windows with argon or krypton
filled gas. Finish in color selected from manufacturer's standard selection
as follow: black or dark grey window finish.
UD - Unit Dimension
SH - Sill Height
Interior doors. Timber frame interior doors with the finish of owner's
choice. Recommended white or light timber texture door finish.
Exterior doors. Double glazed aluminium frame doors with argon or
krypton filled gas. Finish in color selected from manufacturer's standard
selection as follows: black or dark grey doors finish.
All house structural elements must be specified and approved by local
structural engineer of a location where this house is built.
Dimensions of the exterior wall taken from the external stud wall side
(2''x6''). Partition wall (2''x4'') dimensions taken from wall center.
Doors and windows are shown of an unit sizes. Leave extra space for
the doors and windows installation.
FRAMING NOTES
ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE
AWC, NDS.
ALL MAIN LEVEL & UPPER LEVEL EXTERIOR WALLS ARE 2X6 WOOD STUDS AT 24" ON CENTER. ALL EXTERIOR WALLS
TO BE PLATFORM FRAMED TO BOTTOM OF JOIST, RAFTER OR TRUSS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM
PLATE. LOAD BEARING WALLS OVER 10' SHALL BE 2X6 AT 16" ON CENTER. ALL INTERIOR BEARING WALLS ARE 2X4
WOOD STUDS AT 16" ON CENTER, U.N.O. INTERIOR BEARING WALLS TO BE FRAMED WITH DOUBLE TOP PLATE AND
SINGLE BOTTOM PLATE. NON-LOAD BEARING WALLS OVER 14' UNSUPPORTED HEIGHT SHALL BE 2X6 AT 16" ON
CENTER. ALL OTHER INTERIOR NON-BEARING WALLS SHALL BE 2X4 WOOD STUDS AT 24" ON CENTER. PROVIDE
TREATED WOOD SILLS WHERE REQUIRED BY CODE.
ALL 2-STORY FRAME WALLS (UP TO 19' PLATE HEIGHT) SHALL BE BALLOON FRAMED WITH 2X6 STUDS @ 12" O.C.
UNLESS NOTED OTHERWISE ON PLANS.
STUDS AND PLATES SHALL BE "STUDS" OR #2 STRUCTURAL LIGHT FRAMING, HEM-FIR OR BETTER. FINGER JOINTED
STUDS ALLOWED PROVIDED THEY MEET STUD GRADE QUALITY.
PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS
THROUGH SOLID BLOCKING IN FLOORS.
ALL SINGLE BRACED LVL'S CALLED OUT SHALL BE FRAMED WITH SINGLE DIMENSIONAL LUMBER OF CLOSEST SIZE.
ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS.
FRAMING WORK SHALL BE INSTALLED PLUMB, LEVEL, TRUE, AND FIRMLY SECURED, RELATIVE TO ELEVATIONS AND
DIMENSIONS AS SHOWN IN THE FLOOR PLANS, BUILDING SECTIONS, AND EXTERIOR ELEVATIONS.
ALL DIMENSIONAL LUMBER SHALL BE S4S UNLESS OTHERWISE NOTED. USE GRADED LUMBER AND WOOD
PRODUCTS AS NOTED AND WHERE APPROPRIATE.
ALL POSTS TO BE SHOWN AND PROVIDED WITH BEARING SUPPORT TO THE FOUNDATION.
ALL EXTERIOR WALL LOAD-BEARING HEADERS OF 4' OR LESS TO BE CONTINUOUS (2) 2x10 SPF #2 SEPARATED WITH
½” CDX PLYWOOD UNLESS NOTED OTHERWISE. NAIL AS REQUIRED.
ALL FRAMING CAVITIES (I.E. PARTITION NAILERS, CORNERS, ETC,) SHALL BE INSULATED AS REQUIRED BY CODE.
ENGINEERED JOISTS AND BEAMS SHALL BE INSTALLED IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS TO
MEET CODE AND WARRANTY REQUIREMENTS.
ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
DOUBLED RAFTERS @ RIDGE AND HIP LOCATIONS, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE.
DOUBLED JOISTS AND RAFTERS @ ALL OPENINGS, TYPICAL UNLESS OTHERWISE DETAILED.
WOOD I-JOISTS TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS.
DOUBLED TRIMMERS SHALL BE INSTALLED WHERE THE SPAN EXCEEDS 4’ UNLESS OTHERWISE NOTED.
LAYOUT PLUMBING WALLS, MECHANICAL CHASES, AND FLOOR JOISTS AS NECESSARY FOR PLUMBING
REQUIREMENTS. PROVIDE BLOCKING BETWEEN JOISTS AND RAFTERS @ ALL BEARING POINTS AND AS REQUIRED
PER CODE AND/OR MANUFACTURER'S SPECIFICATIONS.
PROVIDE 2x SOLID BLOCKING, FURRING, NAILERS ETC. REQUIRED FOR INSTALLATION OF SHEETROCK, CABINETS,
CLOSET RODS, BATH ACCESSORIES, SHELVES, DRAPES, ETC.
PROVIDE FIRE BLOCKING AS REQUIRED @ 8’ TO 10’ A.F.F. OR AS REQUIRED. PROVIDE FIRE BLOCKING @
FLOOR/WALL BALLOON FRAMING INTERFACE, MIN. TYP.
PROVIDE APPROPRIATE SIMPSON OR EQ. STEEL FRAMING CONNECTORS AS SHOWN OR AS REQUIRED FOR
STRUCTURAL CODE COMPLIANCE.
U.N.O. SHEATH ENTIRE BUILDING WITH ½” ZIP SHEATHING, TAPED AND SEALED.
INSULATE PIPING ACCORDINGLY AS NEEDED TO PREVENT FREEZING.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:55:12 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
06
Roof Construction Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
1
1
2
2
3
3
4
4
5
5
6
6
B
B
A
A
C
C
F
F
G
G
E
E
D
D
S-01
S-01
S-02
S-02
2'
14'
2'
2'
16'-5"
11'
2'
7'-3"
14'-8"
14'
11'-5"
12'-6"
15'-3"
Timber Porch Beam 8"x10"
Timber Porch Beam
8"x10"
5 1/4" x 9 1/2" LVL
Load-bearing wall
Rafters 2"x10" (16" O.C.)
2"x10" weather
protected rafters
5 1/4" x 9 1/2" LVL
Attach beam with top flange
hanger w/ 5000 lbs capacity
Rafter span
Beam span
Rafter span
Rafter span
SNOW LOAD ANALYSIS
Nort East & North West USA
Pg = 25psf - ground snow load for East USA
Pg = 11 psf - ground snow load for west USA
Min snow load: 16psf - governs
In accordance with the ANSI/AF&PA NDS-2015
using the LRFD method
Midwest USA
Pg = 35 psf - ground snow load for central USA
 
Min snow load: 19.6psf - governs
In accordance with the ANSI/AF&PA NDS-2015
using the LRFD method
RaŌer Design 16" O.C. - 2"x10"
Dead load: 8.8 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Member details
Length of span = 18.5 ft
RaŌer Design 16" O.C. - 2"x10"
Dead load: 8.8 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Member details
Length of span = 18.5 ft
Roof Beam Design - 6"x12"
Dead load: 11.3 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Tributary area width: 10Ō
Member details
Length of span; Ls1 = 16 ft
Wood Column Design - 8"x8"
Dead load: 11.3 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Roof beam self-weight: 17.325 pound
Total point load acƟng on column: 2487.87 pounds
Member details
Unbraced length in x-axis; Lx = 7.5 ft
Unbraced length in y-axis; Ly = 8 ft
Roof Beam Design - 6"x12"
Dead load: 11.3 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Tributary area width: 10Ō
Member details
Length of span; Ls1 = 16 ft
Wood Column Design - 8"x8"
Dead load: 11.3 pound/Ō2
Load combinaƟons: 1.2Dead + 1.6Snow
Roof beam self-weight: 17.325 pound
Total point load acƟng on column: 2850.75  pounds
Member details
Unbraced length in x-axis; Lx = 7.5 ft
Unbraced length in y-axis; Ly = 8 ft
Roof Joist Design
Total load 36.16pound/Ō2
Dead load=10.56psf
Live load=25.6psf
Roof Joist Design
Total load 41.92pound/Ō2
Dead load=10.56psf
Live load=31.36psf
Roof Construction Plan
1/4"   =    1'-0"
01
NOTES
Roof structural element sizes will vary by the location and
requirements of local building codes. Entire roof structure
including Rafters and Beams must be specified by local
structural engineer of a location where this house is built.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:54:47 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
07
Roof Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
Total roof surface area - 1430 sq. ft.
1
1
2
2
3
3
4
4
5
5
6
6
B
B
A
A
C
C
F
F
G
G
E
E
D
D
S-01
S-01
S-02
S-02
2/12 Roof Pitch (10°)
2/12 Roof Pitch (10°)
2/12 Roof Pitch (10°)
26'-9"
6'-5"
14'-5"
32'-2"
22'-3"
18'-4"
18'-11"
7'-5"
12'
7'
15'-3"
14'-5"
8'
Gutter, aluminium with hangers
Asphalt shingles roofing
Roof Plan
1/4"   =    1'-0"
01
NOTES
All roof materials shall be installed per the manufacturer’s specifications.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:53:07 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
08
Sections
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
D-01
9'-8"
14'-5"
9'-6"
12'-6"
15'-7 1/2"
10'-3 1/2"
3'
7'
0"
G
D
B
2/12 Roof Pitch ( 10°)
2/12 Roof Pitch ( 10°)
D-02
Ceiling joist
Load-bearing wall
Drywall ceiling
2"x10" rafters, must be
specified by structural engineer
13'-4"
10'-11"
10'-5"
8'-4"
8'-4"
7'-6"
7'-6"
7'-2"
3'-2"
2'
7'
0"
0"
11'-6"
14'-7"
9'-2 1/2"
9'-2 1/2"
9'-3"
F
C
2/12 Roof Pitch ( 10°)
2/12 Roof Pitch ( 10°)
Drywall ceiling
2"x10" rafters, must be
specified by structural engineer
2"X4" battens
5/8" Drain line for ductless
mini split air conditioner
2"x10" rafters, must be
specified by structural engineer
2"x10" rafters, must be
specified by structural engineer
House Section - 01
1/4"   =    1'-0"
01
House Section - 02
1/4"   =    1'-0"
02
NOTES
All house structure must be specified and
approved by local structural engineer of a
location where this house is built.
Digitally signed by Adam R. 
Taddonio 
Date: 2021.04.03 11:52:42 
-04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
09
Elevations
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
1
6
7'-6"
15'-7 1/2"
14'-7"
10'-3 1/2"
11'-6"
3'
7'
6'
8'
7'-2"
3'-2"
4"
0"
9'
DR - 01
WD - 01
WD - 03
WD - 02
10"x8" Timber beam, must be
specified by local structural engineer
8"x8" Timber column, must be
specified by local structural engineer
2"x10" Timber rafter, must be
specified by local structural engineer
Asphalt shingles roofing
1"X1" Battens 3' O.C.
4" Horizontal wood siding
4" Horizontal vinyl siding
4" Board
3" Window casing
8" Metal fascia
B
G
15'-7 1/2"
9'-2 1/2"
0"
4"
2'
7'
9'
8'-4"
3'-2"
7'-2"
14'-7"
11'-6"
7'-6"
WD - 04
WD - 01
2/12 Roof Pitch ( 10°)
2/12 Roof Pitch ( 10°)
10"x8" Timber beam, must be
specified by local structural engineer
8"x8" Timber column, must be
specified by local structural engineer
2"x10" Timber rafter, must be
specified by local structural engineer
1"X1" Battens 3' O.C.
4" Horizontal wood siding
4" Horizontal vinyl siding
4" Board
3" Window casing
8" Board
8" Metal fascia
4" Board
6
1
15'-7 1/2"
9'
0"
4"
7'-2"
7'-6"
11'-7 1/2"
14'-7"
3'-2"
WD - 01
WD - 01
WD - 01
DR - 02
DR - 02
10"x8" Timber beam, must be
specified by local structural engineer
8"x8" Timber column, must be
specified by local structural engineer
2"x10" Timber rafter, must be
specified by local structural engineer
1"X1" Battens 3' O.C.
4" Horizontal wood siding
4" Horizontal vinyl siding
4" Board
3" Door casing
8" Board
8" Metal fascia
4" Board
G
B
15'-7 1/2"
9'-2 1/2"
10'-3 1/2"
9'
4"
0"
0"
7'-2"
3'-2"
WD - 01
WD - 01
WD - 01
2/12 Roof Pitch ( 10°)
8"x8" Timber column, must be
specified by local structural engineer
2"x10" Timber rafter, must be
specified by local structural engineer
1"X1" Battens 3' O.C.
4" Horizontal wood siding
4" Horizontal vinyl siding
4" Board
3" Window casing
8" Board
8" Metal fascia
4" Board
8" Board
8" Metal fascia
House Elevation - 01
1/4"   =    1'-0"
01
House Elevation - 02
1/4"   =    1'-0"
02
House Elevation - 03
1/4"   =    1'-0"
03
House Elevation - 04
1/4"   =    1'-0"
04
NOTES
Windows. Double glazed aluminium frame windows with argon or
krypton filled gas. Finish in color selected from manufacturer's
standard selection as follows: black or dark grey window finish.
Exterior doors. Double glazed aluminium frame doors with argon or
krypton filled gas. Finish in color selected from manufacturer's
standard selection as follows: black or dark grey doors finish.
Exterior cladding -Western Red Cedar and vinyl siding. Exterior finish
should be cladded using treated and impregnated natural wood.
All house structural elements must be specified and approved by
local structural engineer of a location where this house is built.
Digitally signed 
by Adam R. 
Taddonio 
Date: 2021.04.03 
11:52:13 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
10
Electrical Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
WH
SD
SD
SD
WP
WP
WP
WP
WP
WP
WP
WP
WP
WP
WP
WP
D
W
D
240
R
S
240
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
DW
MW
3
GFCI
GFCI
PH
3
3
3
240
F
240
GFCI
2'
4'
TV
CO
7'
7'
5'
2'-9"
5'
5'
6'
2'-6"
3'
5'-6"
5'-6"
2'
3'-6"
3'-6"
2'
3'-4"
2'
5'-6"
6'
Automatic wall light
Power Panel
WP
GFCI
240
TV
PH
D
3
4
D
WP
SD
CO
W
GF
GD
F
D
R
OV
DW
DI
WH
S
MW
CLG. MOUNT VENT FAN
CLG. MOUNT VENT FAN WITH LIGHT
EXHAUST FAN
CEILING FAN
CEILING FAN WITH LIGHT
LT
FLOOR MOUNTED OUTLET
WEATHER PROOF OUTLET
240V OUTLET
GROUND FAULT CIRCUIT INTERRUPT
DUPLEX OUTLET
TV OUTLET
PHONE OUTLET
DATA OUTLET
SMOKE DETECTOR
CARBON MONOXIDE ALARM
POWER PANEL
WALL SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DIMMER SWITCH
ELECTRICAL LEGEND
RECESSED CAN LIGHT
WEATHER PROOF
RECESSED CAN LIGHT
WP
WALL MOUNTED LIGHT
WEATHER PROOF
PENDANT LIGHT
CEILING MOUNTED LIGHT
FIXTURE
SYMBOL
ELECTRICAL LINE
WALL MOUNTED LIGHT
WALL SCONCE LIGHT
2-TUBE INCANDESCENT
(COLD START BALLAST IN GARAGE)
ARCH FAULT CIRCUIT INTERRUPT
DUPLEX OUTLET
APPLIANCE SCHEDULE
FIXTURE
SYMBOL
CLOTHES WASHER
CLOTHES DRYER
FURNACE
HOT WATER HEATER
GAS FIREPLACE INSERT
GARAGE DOOR OPENER
REFRIGERATOR
OVEN
DISHWASHER
DISPOSAL
STOVE
MICROWAVE
WEATHER PROOF CEILING FAN
WP
Electrical Plan
1/4"   =    1'-0"
01
NOTES
All conduits, connection boxes, switch boards must be specified by electrical
engineer.
Receptacles (GFCI) - outlets installed in bathrooms, kitchen (receptacles
that serve countertop surface and dishwasher), laundry, garage, unfinished
accessory buildings, unfinished basement and crawl space to have Ground-
Fault Circuit Interrupter.
Receptacles (AFCI) - outlets installed in kitchen, family room, dining room,
living room, parlor, library, den, bedrooms, sunroom, recreation room,
closets, hallways and similar rooms to have Arch-Fault Circuit Interrupter.
Outdoor Receptacles to have Ground-Fault Circuit Interrupter and to be WP.
Receptacles to be Max. 12' O.C. (NEC 210-52)
Smoke detectors shall receive their primary power from the building wiring.
All bathroom to have Min. 50 CFM fan or a window.
Per CEC article 210.11(C)3 all bathroom circuiting shall be either:
A) A 20 ampere circuit dedicated to each bathroom or
B) At least one 20 ampere circuit supplying only bathroom receptacle outlets.
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:51:50 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
11
HVAC Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
Indoor air-handling
unit (evaporator)
Outdoor unit
(condensor)
EF-1
HVAC Plan
1/4"   =    1'-0"
01
NOTES
Power, switchboards and conduits must be
specified by electrical and mechanical engineers
Mini-split system
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:51:26 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1/4"   =    1'-0"
Layout ID
12
Furniture Plan
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
WH
38'-2"
29'-2"
6'-11"
LIVING ROOM
20'X14'
BEDROOM
11' X 11'
COVERED PORCH
14'-5" X 14'
BEDROOM
12' X 10'
KITCHEN
11' X 10'
W/D
Storage
COVERED PORCH
11' X 6'-6"
DECK
23'-9" X 7'-6"
BATH ROOM
5'-6"X 10'
CLOSET
5' X 6'
Furniture Plan
1/4"   =    1'-0"
01
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:51:00 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
Layout ID
13
Door & Window Schedule
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
Window  name
WD - 01
WD - 02
WD - 03
WD - 04
W x H Size
2'×4'
5'×4'
4'×2'
6'×5'
Quantity
8
1
1
1
2D Symbol
View from Side
Opposite to Opening
Side
Window List
Door name
DR - 01
DR - 02
DR - 03
DR - 04
DR - 05
DR - 06
DR - 07
W x H Size
3'×7'
6'×7'
2'-10"×7'
2'-10"×7'
2'-10"×7'
2'×7'
4'-6"×7'
Quantity
1
2
2
1
1
1
2
Position
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Orientation (L-left
swing, R-right swing)
L
R
L
R
L
2D Symbol
View from Side
Opposite to Opening
Side
Door List
Digitally signed by 
Adam R. Taddonio 
Date: 2021.04.03 
11:40:23 -04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
1 1/2"=    1'-0"
Layout ID
14
Construction Details
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
2''X6'' Double top plate
Roof decking
1/2" Drywall
Asphalt shingles roofing
Waterproofing membrane
2"X10" Ragters and mineral wool insulation
2''X10'' Roof eave
Gutter
Board finish
0"
8"
3'-6"
1/2" Drywall
2''X6'' Stud wall with mineral wool insulation
Floor finish
Vapour control layer (house wrap)
1/2'' OSB
1"x4" Vertical timber battens
Exterior cladding
4'' Concrete slab must be specified
by local structural engineer
Horizontal vapour barrier - 6mil. vapor
retarder with joints lapped min. 6"
Compacted hard-core ground layer
2x4'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
4'' Drain
10"x20" 2 Her2 no.4
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
10" concrete
foundation. Must be
specified by local
structural engineer
1/2" Sill anchor @48"
2 No.4 horizontal rebar
No.4 "L" BAR @ 36" w/ 14"
protection into stem wall
1
Protective tinplate
One no. 4 horizontal rebar
0"
1'-3/4"
1/2" Drywall
2''X6'' Stud wall with mineral wool insulation
2''X6'' Floor plate
Vapour control layer (house wrap)
1/2'' OSB
1"x4" Vertical timber battens
Exterior cladding
2'' Vertical rigid insulation,
Polystyrene, 3 lb/fc3
Vapour barrier
3/4'' Subfloor plywood
Timber Rim Joist 2"x10"
Timber Joist 2"x10"
Floor finish
Rigid insulation
4'' Drain
Concrete footer must
be specified by local
structural engineer
Timber Plate 2"x10",
Fasteners d2 1/2"x0.113" @6" o.c
10" concrete
foundation. Must be
specified by local
structural engineer
1
Wall - roof detail
1 1/2"=    1'-0"
D-01
Slab foundation detail
1 1/2"=    1'-0"
D-02
Crawl foundation detail
1 1/2"=    1'-0"
D-03
NOTES
All house structural elements must be specified
and approved by local structural engineer of a
location where this house is built.
Reinforcement ratio:
Footings: (6*20/12*0.668*0.00045+13.08*2*0.668*0.00045)/(1.67*20/12)/0.037=(0.003+0.008)/0.103=0.11 tonn/cuby
Stem Wall: (7*20/12*0.668*0.00045+3.48*2*0.668*0.00045)/(2.28*20/12)/0.037=(0.004+0.002)/0.141=0.04 tonn/cuby
Digitally signed by Adam 
R. Taddonio 
Date: 2021.04.03 11:37:35 
-04'00'

GSPublisherVersion 0.0.100.100
Drawing Name
Truoba Mini 217
Drawing Scale
Layout ID
15
Plumbing Specifications
Sheet Size
ARCH-D
Date
4/1/2021
Revision
Company Title
UAB Truoba
Email: info@truoba.com
Tel: +1 844-337-1434
Web: www.truoba.com
This document and its design content is © UAB Truoba.
UAB Truoba remains the ownership and copyright of the
drawings and this house design. This document may not
be reproduced in any form in whole or in part without the
prior written permission of the copyright owner.
Project Title
KITCHEN
3/4" T&P DRAIN,
AND AUX DRAIN
LINE TO ELL TO
FLOOR SINK.
EWH-1
1/2"
1"
MASTER BATHROOM
BATHROOM
1/2"
4"
2"
WC
LV
2"
1/2"
TMV
2"
2"
SHOWER
2"
1/2"
KITCHEN SINK
2"
1/2"
TMV
2"
2"
BATH TUBE
2"
1/2"
2"
SHOWER
2"
1/2"
1/2"
4"
2"
WC
LV
2"
1/2"
TMV
2"
1 1/4" CW
2" VTR
RECOVERY  RATE
GALLONS
WATER HEATER SCHEDULE
MARK
MANUFACTURER/MODEL
EWH-1&2
QUANTITY
AREA SERVED
1
ELECTRICAL
21 GPH
KITCHEN/RESTROOM
30 GAL
RHEEM: 82SV50-2
40AMP 240V,1P
PLUMBING LEGEND
NEW VENT
EXIST. SEWER OR WASTE
CA
BACKFLOW PREVENTER W SOV'S
PIPE DOWN
PIPE UP
T & P
PRV
EXIST. CONDENSATE DRAIN
FLOOR CLEANOUT
WALL CLEANOUT
NEW SEWER OR WASTE
WCO
CA
FCO
COMPRESSED AIR
V
CD (E)
SS or W
W (E)
SYMBOL
ABBREV
DESCRIPTION
NEW HOT WATER
EXISTING COLD WATER
NEW COLD WATER
HW
CW
CW (E)
NEW CONDENSATE DRAIN
EXISTING GAS
NEW GAS
CD
G
G (E)
EXIST. VENT
V (E)
EXIST. HOT WATER
HW (E)
FLOOR DRAIN
FD
FLOOR SINK
FS
TRAP PRIMER & TRAP PRIMER PIPING
TP
SHUT-OFF VALVE
SOV
CHECK VALVE
CV
POINT OF CONNECTION
POC
7
PLUMBING NOTE CALL-OUT
-
UP
DN
ON CENTER
NOT TO SCALE
OC
NTS
GR
GRADE
CONTINUATION
ELEVATION
FL
FIN
FLOOR
FINISH
EL
CONT
CLG
CEILING
BUILDING
ABOVE FINISH FLOOR
ACCESS PANEL
BLDG
BEL
AP
AFF
BELOW
ABOVE
ABV
ABOVE
VENT THRU ROOF
SLOPE AT A PERCENTAGE
VTR
TYP
SHT
TYPICAL
SHEET
S= %
SPECIAL NOTICE TO CONTRACTORS
1.  ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB-CONTRACTORS) BIDDING THIS
PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS
PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL
CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION
DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION
OF ANY BID. THE BUILDING OWNER REPRESENTATIVE LISTED BELOW MAY BE CONTACTED
FOR ACCESS TO THE JOB SITE.
2.  CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL
POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING
(ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND
BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT,
ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR
CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF
THEIR BID.
3.  ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS
OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT
AND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
3.  COORDINATE ENTIRE INSTALLATION OF THE PLUMBING SYSTEM WITH THE
WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION.
FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.  REPORT ANY
DISCREPANCIES, IN WRITING,  TO THE ENGINEER PRIOR TO COMMENCEMENT
OF WORK.
4.  CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS WITH ALL CHANGES
NOTED THEREON AT THE COMPLETION OF THE PROJECT IN ACCORDANCE
WITH THE SPECIFICATIONS.
5
6.  THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE.
   CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO
   PROVIDE THE BEST ARRANGEMENT OF ALL  DUCT, PIPE, CONDUIT, ETC.
7.  ALL CUTTING AND PATCHING OF THE EXISTING  STRUCTURE SHALL BE
   PROVIDED UNDER OTHER SECTIONS OF THE WORK.  PROVIDE NECESSARY
   REQUIREMENTS TO THE PROJECT SUPERINTENDENT.
8.  ALL HOT WATER PIPING AND RECIRCULATION PIPING (EXCEPT RUNOUTS 12 FT.
   OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED TO MEET THE
   REQUIREMENTS OF THE APPLICABLE CODE.
9.  CONDENSATE DRAINS SHALL BE PROVIDED FOR EACH AIR COND