Sample Set Residential

Project Data/ Scope of General Notes

Sample Residence

FOR REVIEW ONLY
Work/ Zoning Analysis 1. DRAWINGS GENERALLY INDICATE SCOPE OF WORK.
EACH CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO START OF WORK TO ENSURE A
PROJECT: COMPLETE AND PROPER INSTALLATION OF THEIR WORK.

2. ALL WORK SHALL COMPLY WITH ALL CITY, STATE,
Garrison Residence AND FEDERAL ORDINANCES HAVING JURISDICTION.
617 Jackson Ave NOTHING HEREIN SHALL BE INTERPRETED TO THE
ST. CHARLES, ILLINOIS 60174 CONTRARY. ALL PERMITS AND INSPECTIONS REQUIRED

100 Main Street SCOPE OF WORK:
SHALL BE SECURED BY THE CONTRACTOR INVOLVED.

3. PRIOR TO COMMENCING WORK, THE CONTRACTOR
St. Charles, IL Remodeling of an existing home w/ a new
SHALL PROVIDE A TIME SCHEDULE GRAPH INDICATING
START AND COMPLETION DATES FOR MAJOR WORK
ITEMS.
constructed additon and attached 3-car garage.
4. THE CONTRACTOR SHALL MAINTAIN ON THE JOB AT
ALL TIMES A COMPLETE SET OF DRAWINGS AND
ZONING ANALYSIS: SPECIFICATIONS, WHICH MUST BE KEPT MARKED UP TO
DATE.
Zoning RT-3
5. THE CONTRACTOR SHALL MAINTAIN COMPETENT AND
Setbacks As shown per Site Plan THOROUGH SUPERVISION TO COORDINATE AND ASSIST
Bldg Height As shown per Elevations TRADES DURING THE PROJECT DURATION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR
LOT COVERAGE (sf): OBTAINING BUILDING PERMIT, AND ALL INSPECTIONS AND
APPROVALS.
Existing House 1,133
7. THE SITE SHALL BE KEPT IN A SAFE, CLEAN AND
WORKMANLIKE CONDITION.
Rear Addition 317
8. THE CONTRACTOR SHALL EXERCISE DUE CARE AND
PROVIDE ALL TEMPORARY PROTECTION FOR EXISTING
Mudroom Area 133 CONSTRUCTION FROM DAMAGE, AND REPAIR ANY
DAMAGE TO SUCH ITEMS AT HIS COST.
Garage & Shop 1,094
9. ALL WORK SHALL BE STRUCTURALLY SOUND AND OF
FIRST QUALITY WORKMANSHIP AND DETAIL.
TOTAL 2,677
10. ALL WORK SHALL CONFORM WITH ALL CITY, STATE,
FEDERAL REQUIREMENTS, CODES AND ORDINANCES
HAVING JURISDICTION. NOTHING HEREIN SHALL BE
INTERPRETED TO THE CONTRARY.

11. CONTRACTOR SHALL FILE WITH THE ARCHITECT AND
THE OWNER, PRIOR TO COMMENCEMENT OF THE WORK,
INSURANCE POLICIES WRITTEN BY COMPANIES
LICENSED IN THE STATE OF ILLINOIS AND MAINTAIN
Applicable Codes UNINTERRUPTED UNTIL FINAL ACCEPTANCE OF THE
WORK:
WORKMAN'S COMPENSATION
International Residential Code 2006 including EMPLOYER'S LIABILITY
Appendix F and G COMPREHENSIVE BODILY INJURY
LIABILITY
National Electric Code 2005 PROPERTY DAMAGE LIABILITY AS REQUIRED BY
Illinois State Plumbing Code 2004 THE BUILDING DEPARTMENT
International Mechanical Code 2006
12. THE OWNER RESERVES THE RIGHT TO OCCUPY
PORTIONS OF THE PREMISES DURING PROGRESS OF THE
WORK AND PRIOR TO CONTRACT COMPLETION. HE MAY
ALSO ENGAGE SUPPLEMENTARY CONTRACTORS OF HIS
CHOICE DURING THIS TIME. THIS SHALL NOT, HOWEVER,
SIGNIFY COMPLETION OF THE WORK UNDER THIS
CONTRACT OR ACCEPTANCE.

13. AT THE CONCLUSION OF THE PROJECT, THE
CONTRACTOR SHALL CLEAN ALL NEW FIXTURES,
SURFACES, AND EQUIPMENT IN SUCH MANNER FOR

Drawing List MOVE-IN.

14. SUBMIT "SHOP DRAWINGS" AND "SAMPLES" TO THE
ARCHITECT FOR REVIEW IN ACCORDANCE WITH THE
PROCEDURES OUTLINED IN THE GENERAL CONDITIONS
G1.1 Project Info OF THE CONTRACT. SHOP DRAWINGS SUBMITTALS
SHALL INCLUDE DIMENSIONS, THICKNESS, PROFILES,
TYPE OF MATERIAL, METHOD OF FASTENING, RELATION
TO ADJACENT WORK AND OTHER NECESSARY DETAILS
S1.1 Architectural Site Plan TO FULLY DESCRIBE THE ITEM SUBMITTED. OTHER
SUBMITTAL REQUIREMENTS MAY INCLUDE BUT ARE NOT
LIMITED TO: FABRICATION, ERECTION, AND LAYOUT
EX1.1 Existing First Floor DRAWINGS; MANUFACTURER'S STANDARD DRAWINGS,
SCHEDULES, DESCRIPTIVE LITERATURE, CATALOGS,
BROCHURES, PERFORMANCE TEST DATA, WIRING AND
A1.1 Foundation Plan CONTROL DIAGRAMS AND ALL OTHER DESCRIPTIVE DATA
PERTAINING TO EQUIPMENT, CONDUIT SYSTEMS AND
A1.2 First Floor - New Construction METHODS OF CONSTRUCTION.
A1.3 Second Floor 15. ALL SHOP DRAWINGS AND CUTS ARE SIGNED
"REVIEWED" FOR ALL SUBMITTALS, UNLESS NOTED
OTHERWISE PER SPECIFICATIONS.
A2.1 Elevations
A2.2 Elevations 16. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE
DETAILS.
A3.1 Sections 17. THE ARCHITECT SHALL INTERPRET THE INTENT OF THE
A3.2 Sections DOCUMENTS IN CASES OF POSSIBLE CONFLICT OR
DISCREPANCY BETWEEN DISCIPLINES.

18. REFER TO LEGEND SHEET FOR PARTITION TYPES AND
A4.1 Details DIMENSION INFORMATION.

19. ALL WORK SHALL BE GUARANTEED AGAINST
E1.1 First Floor Electric DEFECTS AND POOR WORKMANSHIP FOR A PERIOD OF
ONE YEAR FROM THE DATE OF SUBSTANTIAL
E1.2 Second Floor Electrical Plan COMPLETION AS DETERMINED BY THE ARCHITECT.

C:UsersJaredDesktopBostonArchitectureside jobsGarrisonGarrison-Residence.rvt
20. THE SUB-CONTRACTORS SHALL MAKE NO Sample Residence
SUBSTITUTIONS OF MATERIALS AND/OR MANUFACTURERS Sample Residence
AS LISTED IN THE DRAWINGS, WITHOUT PRIOR WRITTEN
APPROVAL FROM THE HOMEOWNER. 100 Main Street
St. Charles, IL
21. AT THE COMPLETION OF THE JOB, THE CONTRACTOR
SHALL PROVIDE ONE COMPLETE MARKED-UP SET OF
DRAWINGS WITH AS-BUILT CONDITIONS.

22. CONTRACTOR TO PROVIDE AND MAINTAIN FIRE
EXTINGUISHERS ON CONSTRUCTION SITE DURING WORK. # Discription Date
1 Review Set 9-11-09
23. NO WORK SHALL COMMENCE WITHOUT BUILDING 2 Review Set 9-20-09
APPROVAL AND SECURING OF REQUIRED PERMITS.
Project Location Mechanical Notes Plumbing Notes 24. REFER TO SCHEDULES AND LEGENDS FOR PRODUCT
3
4
5
Bid Set
Review Set
Review Set
9-29-09
10-19-09
12-12-09
SPECIFICATIONS. 6 Review Set 01-11-10
1. CONTRACTOR/HOME OWNER TO PERFORM ALL WORK IN 6. ALL OUTSIDE AIR INTAKES SHALL BE MINIMUM 15'- 1. CONTRACTOR/HOME OWNER TO PROVIDE ALL REQUIRED LABOR AND MATERIALS AND COMPLETE WORK IN
ACCORDANCE WITH THE COUNTY OF KANE, STATE & 0" FROM PLUMBING VENTS AND / OR DISCHARGE FULL COMPLIANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 7 Permit Set 01-31-10
LOCAL CODE REQUIREMENTS APPLY & PAY FOR ALL OPENINGS.
PERMITS. 2. ALL PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS AND PLUMBING CODES OF THE COUNTY OF
7. ALL BRANCH SUPPLY DUCTS SHALL HAVE KANE, CITY OF ST. CHARLES AND OTHER AUTHORITIES HAVING JURISDICTION.
2. SUB CONTRACTOR SHALL FURNISH ALL NECESSARY SPLICED DAMPERS OR MANUAL VOLUME DAMPERS
SUPPORTS, HANGERS, FASTENERS AND APPURTENANCES (LOCKING TYPE). 3. BUILDING SEWER SHALL BE CAST IRON SERVICE WEIGHT SOIL PIPE WITH OAKUM AND LEAD CAULKED
REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL FITTINGS. ABOVE GROUND SEWER / VENT SHALL BE PVC.
SYSTEM. THE SYSTEM AND EQUIPMENT SHALL BE 8. INSULATE ALL DUCTWORK IN NON-HEATED ATTIC
GUARANTEED FOR A PERIOD OF A ONE YEAR OR A SPACES. 4. ABOVE GROUND WATER PIPING SHALL BE COPPER TYPE 'L' AND UNDERGROUND PIPING SHALL BE COPPER
SPECIFIED TIME MUTUALLY AGREED BY THE OWNER & TYPE 'K'.
CONTRACTOR. 9. CONCEAL ALL DUCT WORK, RUN BETWEEN JOINTS
AND INSIDE PARTITION WALLS. 5. ALL SEWER AND WATER PIPING SHALL BE PRESSURE TESTED PER LOCAL BUILDING CODE. Project Info
3. SUB CONTRACTOR TO SUBMIT COMPLETE DRAWINGS
SHOWING SIZE AND TYPE OF FURNACE, SUPPLY/ RETURN 10. NOISE GENERATED BY HVAC EQUIPMENT SHALL 6. SUB SOIL DRAINAGE PIPE SHALL BE PERFORATED VITRIFIED DRAW PIPE.
DUCT SIZES, COMBUSTION AIR REQUIREMENTS AND BATH NOT EXCEED 55 dB AT PROPERTY LINE.
FAN EXHAUST DETAILS. 7. PROVIDE FROST-PROOF HOUSE BIBS PER PLAN.

4. PROVIDE DUCT SIZE TO MEET CFM REQUIREMENTS IN
11. CONTRACTOR MAY REARRANGE ANY PORTION OF
THE DUCT WORK IF NECESSARY SUCH AS SIZES OR 8. EXISTING BOILER WILL BE USED TO HEAT ALL ROOMS IN NEW GARAGE ADDITION INCLUDING THE SHOP, NOT
Interior Finish Notes
EACH ROOM. ALL DUCTWORK TO BE GALVANIZED STEEL LOCATION IF FINAL CONSTRUCTION DETAILS INCLUDING THE GARAGE
w/ AIR TIGHT JOINTS PROPERLY SUPPORTED TO AVOID REQUIRE SO. INFORM OWNER PRIOR TO MAKING
STRAIN VIBRATION & NOISE, ALL DUCTWORK SHALL BE PER CHANGES. 9. EXISTING WATER HEATER WILL SUPPLY HOT WATER TO THE NEW ADDITION 1. MATERIALS USED FOR INTERIOR WALL, CEILING AND SCALE:
12" = 1'-0"
ASHRAE. FLOOR FINISH, INCLUDING INTERIOR TRIM, SHALL HAVE
THE FOLLOWING SPREAD RATING: DATE:
12. FLOOR REGISTERS NOT MORE THAN 9" FROM
5. ALL EQUIPMENT AND AIR OUTLETS SHALL BE TESTED & WALLS. PROJECT NO.:
ADJUSTED TO DELIVER REQUIRED AIR HEATING & COOLING RESIDENTIAL UNITS - CLASS 1 (0-25) FLAME SPREAD Sample Residence
DESIGN SO SPECIFIED. ENTIRE SYSTEM SHALL BE 13. PROVIDE NEW A/C SYSTEM AND DUCTWORK TO FLOOR COVERING - CLASS A (<75) FLAME SPREAD

Permit Set
BALANCED W/ MAXIMUM CAPACITY. SUPPLY ALL ROOMS IN NEW GARAGE ADDITION

G1.1
INCLUDING THE SHOP, NOT INCLUDING THE GARAGE

SHEET NO.:

GENERAL NOTES
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEW
CONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ON

FOR REVIEW ONLY
INTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.

2. ALL CONCRETE TO BE 3,000 PSI MIN. IN 28 DAYS

3. ALL FOOTINGS TO BEAR ON UNDISTURBED NON ORGANIC SOIL
CAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"
BELOW GRADE

S 10° 22' 58" E 4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
TO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED AND
SECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TO
CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALL
POURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS

90.00' 1 FT. 6 IN. AT SPLICES AND PROVIDED 3' LONG CORNER BOARDS

5. ALL PLATES SET ON CONCRETE TO BE PRESSURE TREATED

6. USE MIN. (2) 2X10 HEADERS AT ALL OPENINGS UNLESS
OTHERWISE NOTED

7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,
STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR
JOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED AS
VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND
PROVIDE SOLID BLOCKING 24" O.C. MAXIMUM

8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESS

EXISTING SHED OTHERWISE NOTED

9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDE
SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING

TO REMAIN WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS
SHOWER ENCLOSURES, AND WINDOWS AT TUB AREA

10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60
KSI AND E=1.9 X 10 PSI

11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT
EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM
SHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATION

34'-3 1/2"
INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY
INSTITUTE GUIDELINES

12. ALL SHEATHING IS TO BE APA RATED

13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.
DIMENSIONS DO NOT INCLUDE DRYWALL

14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO
NE SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE
W
BU DRAWINGS
RIE
DP 15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS
OW
ER AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
LI NE
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR
ALUMINUM

17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR

18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A
200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION

19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION
DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS
AS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS IS
TO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,
WINDOWS, DOORS, APPLIANCES, ETC.

20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATE
GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE
SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO
ALLOW FOR FRAMING SHRINKAGE.

21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY
REINFORCING FOR WIND LOADS IN MULLIONS OF COMBINED
WINDOWS. VERIFY LOAD REQUIREMENTS

22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,
MUST FOLLOW MANUFACTURES NAILING OR FASTENING PATTERN.

23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"
BUT NOT MORE THEN 1 1/4"

24. ALL JOINTS, CRACKS, OPENINGS, GAPS, PENETRATIONS IN
NEW 1 STORY FOUNDATIONS WALLS MUST BE SEALED
FAMILY ROOM 25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE OR
ADDITION LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED
WATERPROOFING METHOD

26. PROVIDE DRYWALL ON UNDERSIDE OF STAIRS

27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS

28. ALL HANDRAILS AND GUARDRAILS ARE TO BE DESIGNED SO
THAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT

S 79° 37' 02" W
EXISTING
GAS LINE

100.00'
N 79° 37' 02" E

NEW 200 AMP
SERVICE
NEW 3 CAR GARAGE
AND 2ND STORY
100.00'

ADDITION
EXISTING REMODELED
2 STORY RESIDENCE

9'-0"

5'-3 1/8"

Sample Residence
Sample Residence
100 Main Street
St. Charles, IL
7'-4 1/2"
SEWER LINE
WATER LINE

EXISTING
EXISTING

24'-7 5/8"
# Discription Date
19'-4 1/2"

3 Bid Set 9-29-09
7 Permit Set 01-31-10
12'-0"

N 10° 22' 58" W
Architectural Site Plan
90.00'

SCALE:
3/16" = 1'-0"
Architectural Site Plan - For Ref Only DATE:

PROJECT NO.:
3/16" = 1'-0" Sample Residence

Permit Set
IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: S1.1

DEMOLITION NOTES
1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE
CODES THAT HAVE AUTHORITY OVER THIS PROPERTY.
PROVIDE ALL NECESSARY SAFEGUARDS, BARRIERS,
TEMPORARY POWER, FIRE PROTECTION LIGHTING, ETC. AS
REQUIRED DURING DEMOLITION.

2. DEMOLITION INCLUDES COMPLETE REMOVAL, DISPOSAL OR
SAVINGS OF SPECIFIED WORK.

3. SUBMIT PROPOSED METHODS AND OPERATION OF
DEMOLITION TO OWNER FOR REVIEW PRIOR TO START OF
WORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUTOFF,
CAPPING AND CONTINUATION OF UTILITY SERVICES AS
REQUIRED.

4. ELECTRICAL, TELEPHONE, MECHANICAL & PLUMBING
SYSTEMS DELETED BY NEW CONSTRUCTION SHALL BE
REMOVED TO THE FURTHEST TERMINATION POINT U.O.N.

5. KEEP STAIRWAYS AND DOORWAY EXITS UNOBSTRUCTED
AND AVAILABLE FOR USE AT ALL TIMES DURING DEMOLITION

S 10° 22' 58" E OPERATION.

6. ALL SALVAGEABLE SURPLUS BUILDING MATERIALS,
HARDWARE, WOOD TRIM, DOORS, LIGHT FIXTURES, ETC. NOT
INDICATED TO BE RELOCATED OR REUSED SHALL BE TURNED
OVER TO OWNER. COORDINATE STORAGE LOCATION

90.00' 7. SALVAGE, CLEAN, AND STACK STONE AND BRICK FROM
DEMOLITION OF GARAGE FOR REUSE IN CONSTRUCTION OF
FIRST FLOOR ADDITION.

8. GENERAL CONTRACTOR TO COORDINATE ALL TRADES
REQUIRED TO PERFORM DEMOLITION WORK AS OUTLINED IN
THESE CONTRACT DOCUMENTS.

9. PROVIDE TEMPORARY SHORING AS NECESSARY

10. DEMOLISH NON LOAD BEARING PARTITIONS ONLY U.N.O.

11. 1st FLOOR WALL PLASTER TO BE REMOVED AND STRIPPED
DOWN TO CINDER BLOCK WALLS

12. 1st FLOOR CEILING PLASTERTO BE REMOVED DOWN TO

EXISTING SHED CEILING JOISTS

13. INTERIOR WALLS TO BE REMOVED AS SHOWN

TO REMAIN 14. 2nd FLOOR TO BE SUPPORTED ACCORDINGLY UNTIL THE
NEW SUPPORT WALLS ARE INSTALLED

15. WOOD FLOORS TO BE PROTECTED DURING INTERIOR
DEMOLITION WITH ROSIN PAPER AND PLYWOOD SHEETING
N 79° 37' 02" E
100.00'

EXISTING GARAGE

S 79° 37' 02" W
TO BE REMOVED
EXISTING 2 STORY

100.00'
HOUSE TO REMAIN

Sample Residence
Sample Residence
100 Main Street
St. Charles, IL

# Discription Date
3 Bid Set 9-29-09

Existing First Floor

N 10° 22' 58" W
SCALE:
As indicated
90.00' DATE:
Site Demo Plan Existing/Senlect Demo Plan PROJECT NO.:
Sample Residence

3/16" = 1'-0" 1/4" = 1'-0"

Permit Set
IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: EX1.1

GENERAL NOTES

FOR REVIEW ONLY


Floor Joist Schedule -
BELOW GRADE
2
--- 4
MAXIMUM SPACING A3.2
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
A3.1 SECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TO
Non-Sleeping Sleeping 71'-6" CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
Joist Spacing Rooms Rooms 49'-0" 20'-8" 1'-10"
1 FT. 6 IN. AT SPLICES AND PROVIDED 3' LONG CORNER BOARDS

L/360 40# LL - 10# DL 40# LL - 10# DL 19'-0" 30'-0" 20'-8" 1'-10" 5. ALL PLATES SET ON CONCRETE TO BE PRESSURE TREATED
1'-11 1/2" 2'-6" 10'-1" 2'-6" 1'-11 1/2" 16'-5" 13'-7"
2 x 8 @ 12" O.C. 13'-2" 14'-6" 6. USE MIN. (2) 2X10 HEADERS AT ALL OPENINGS UNLESS
OTHERWISE NOTED
2 x 8 @ 16" O.C. 12'-0" 13'-2" 4 7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,
NOTE: EGRESS WIND. T/FDN -1'-1 1/2" STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR
2 x 10 at 12" O.C. 16'-10" 18'-6" WELL (MIN. 9 SF.) w/ A4.1

N

N

FD

FD
LADDER PER CODE 3'-0" MIN. T/FDN -3'-2 3/4" VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND
T/FDN -1'-9 3/4"
2 x 10 at 16" O.C. 15'-2" 16'-10" T/FDN -2'-7 3/4"

EP

EP

1'-7 5/8"

ST

ST
2 x 10 at 16" O.C.- 15'-9" 17'-5"

N

FD
OTHERWISE NOTED
Dbl. Every Other

8"

EP
ISEG2745

ST
2 x 12 at 12" O.C. 20'-4" 22'-6" SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING

2'-3"
3 WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS

8"
2 x 12 at 16" O.C. 17'-7" 19'-8" BASEMENT SHOWER ENCLOSURES, AND WINDOWS AT TUB AREA

3'-5"
ST

5'-10"
A3.1 EP
2 x 12 at 16" O.C.- 19'-1" 21'-4" T/ SLAB @ -9'-7 1/2" 10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60

4" DRAIN TILE, EXTEND AROUND
2x12" F.J.@ 16" O.C.
FD KSI AND E=1.9 X 10 PSI

FOUNDATION PERIMETER, TYP.
Dbl. Every Other N 4" POURED CONC. SLAB REINFORCED w/

1'-6 3/8"
6x6 #10 W.W.F. OVER 6 MIL. VAPOR
(2) 2x12 EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM

10"
UNEXCAVATED

DBL F.J.
BARRIER ON MIN. 5" COMPACTED

1'-1"
PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESS SHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATION
GRANULAR FILL AND BACKFILL (DO NOT INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY
NOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALL USE CLAY). PROVIDE CONTROL JOINTS IN T/ SLAB @ -1' 0 3/4" UNEXCAVATED INSTITUTE GUIDELINES
T/FDN -3'-2 3/4"
BE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER. 1'-1"
SLAB AS REQUIRED AND EXPANSION 4" POURED CONC. SLAB REINFORCED w/ T/ SLAB @ -2'-10 3/4" UNEXCAVATED 12. ALL SHEATHING IS TO BE APA RATED

CMU Wall for
MATERIAL AT SLAB PERIMETER. T/FDN -2'-7 3/4"

F.P. Support
PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BE

5'-6 1/2"

3'-4 1/2"
16'-0"
6x6 #10 W.W.F. OVER 6 MIL. VAPOR 4" POURED CONC. SLAB REINFORCED w/

6'-2"
SYP. OR EQUAL MIX OR PINE. BARRIER ON MIN. 5" COMPACTED 6x6 #10 W.W.F. OVER 6 MIL. VAPOR T/ SLAB @ -2'-9 3/4" 2 13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.

14'-4"
GRANULAR FILL AND BACKFILL (DO NOT 10"
BARRIER ON MIN. 5" COMPACTED

12'-11 5/8"
15'-4"
4" POURED CONC. SLAB REINFORCED w/

13'-6"
1'-7" 17'-8" USE CLAY). PROVIDE CONTROL JOINTS IN A3.1

13'-4 1/2"
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR 14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO

11'-0 1/4"
GRANULAR FILL AND BACKFILL (DO NOT 6x6 #10 W.W.F. OVER 6 MIL. VAPOR
SLAB AS REQUIRED AND EXPANSION SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE

1'-6 3/8"
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY USE CLAY). PROVIDE CONTROL JOINTS IN BARRIER ON MIN. 5" COMPACTED DRAWINGS
MATERIAL AT SLAB PERIMETER.

1'-1"
OWNER SLAB AS REQUIRED AND EXPANSION GRANULAR FILL AND BACKFILL (DO NOT

10"
MATERIAL AT SLAB PERIMETER. 1 USE CLAY). PROVIDE CONTROL JOINTS IN 15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS
(2) 2x12 AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
SLAB AS REQUIRED AND EXPANSION

N
A1.1

FD
MATERIAL AT SLAB PERIMETER. 16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR

EP
ALUMINUM

6'-1 1/2"
4'-1" 13'-7"

3 R @ 7.5" MAX
8" 17'-8" 8" 15'-9" 8" 12'-11" 8" 20'-0" 8"

ST
2'-3"
2'-1 1/2" 17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
T/FDN -1'-9 3/4"

4'-7 1/2"
#5 x 16" REBAR DOWELS
T/FDN -1'-1 1/2" SUMP PIT w/ SINGLE 16" O.C. @ ALL CONNECTIONS 4" Gas Curb Slab in Slab 18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A

N

N
Foundation Notes

FD

FD
ISEG2745
DEDICATED OUTLET;

DN
SUMP

EP

EP

2'-4 3/8"
NEW 2X12 LEDGER - BOLT TIE INTO EXISTING 19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION

ST

ST
TO EXISTING WALL STORM SEWER DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS

8"

8"
1'-3 1/8"
1. SOIL BEARING CAPACITY TO BE 3000 PSF,

NOTE: EGRESS WIND.
PROVIDE ONSITE SOIL TEST @ TIME OF 6'-7" 4'-10" 24'-0" T/FDN -1'-1 1/2"

WELL (MIN. 9 SF.) w/
LADDER PER CODE
10'-0" 10'-0" GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
EXCAVATION TO VERIFY CAPACITY, NOTIFY #5 x 16" REBAR DOWELS Fill In Existing COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE
36" HIGH GUARD SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO
HOME OWNER/CONTRACTOR IMMEDIATELY 16" O.C. @ ALL CONNECTIONS Basment
RAIL/HANDRAIL 5'-6" 8" 8'-1" 20'-0" 1'-10" ALLOW FOR FRAMING SHRINKAGE.
OF ANY DISCREPENCIES - PROVIDE WATER STOP Windows
-LESS THEN 4"

16" O.C. @ ALL CONNECTIONS
3 4" DIA. 1/4" THICK STL.

2x12" F.J.@ 16" O.C.
BETWEEN BALASTERS 21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY
PIPE COL. ON 36"x36"x12" REINFORCING FOR WIND LOADS IN MULLIONS OF COMBINED
2. ANCHOR BOLT INSPECTION IS REQUIRED A4.1 CONC. SPREAD FTG. w/ (3) WINDOWS. VERIFY LOAD REQUIREMENTS

- PROVIDE WATER STOP
BEFORE START OF FRAMING SAW CUT NEW 4'-8"
OPENING IN PLACE OF #5 EACH WAY 22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,
EXISTING BASEMENT MUST FOLLOW MANUFACTURES NAILING OR FASTENING PATTERN.

39'-4"
3. RADON CAULKING REQUIRED IN FINSIHED WINDOWS 23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"
AREAS OF BASEMENT AND INSPECTED PRIOR BUT NOT MORE THEN 1 1/4"

13'-8"
TO FRAMING 24. ALL JOINTS, CRACKS, OPENINGS, GAPS, PENETRATIONS IN
FOUNDATIONS WALLS MUST BE SEALED

UNEXCAVATED
4. ALL CONCRETE SLABS TO BE TIED TO FDN

CRAWL SPACE
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE OR
WALLS WITH #4x42" REBAR @ 36" O.C. REBAR LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED
TO EXTEND 36" INTO SLAB & 6" INTO FDN WALL UNEXCAVATED WATERPROOFING METHOD

T/ SLAB @ -3'-1 3/4" 26. PROVIDE DRYWALL ON UNDERSIDE OF STAIRS
5. ALL BASEMENT ROOMS TO HAVE FULL 27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS
5" POURED CONC. SLAB REINFORCED
WALKING ACCESS TO EACH OTHER w/ #3's @ 12" O.C. BOTH WAYS OVER 6 28. ALL HANDRAILS AND GUARDRAILS ARE TO BE DESIGNED SO
T/FDN -1'-1 1/2" MIL. VAPOR BARRIER ON MIN. 5"

25'-0 1/2"

24'-7 1/2"
6. PROVIDE A KEY-WAY BETWEEN FOUNDATION COMPACTED GRANULAR FILL AND

25'-10"
WALLS AND FOOTINGS. PROVIDE (2) BACKFILL (DO NOT USE CLAY).

N

FD
HORIZONTAL #5 BARS AT THE TOP AND PROVIDE CONTROL JOINTS IN SLAB AS

EP
REQUIRED AND EXPANSION MATERIAL
BOTTOM OF THE WALLS. PROVIDE #5

ST
- PROVIDE WATER STOP AT SLAB PERIMETER.

8"
VERTICAL REBARS AT 48” O.C. PROVIDE
HORIZONTAL #5 REBAR AT CENTER HEIGHT OF EXISTING BASEMENT NOTE: GARAGE SLAB CONCRETE SHALL =

T/ SLAB @ -2'-7 3/4"
WALL NO WORK f'c of 4500psi
36" HIGH GUARD
RAIL/HANDRAIL T/FDN -2'-7 3/4"
7. NON BASEMENT WALLS: WALL VERTICAL

UNEXCAVATED
-LESS THEN 4"
REBAR: # 4 AT 36" EXTEND HEIGHT OF WALL BETWEEN BALASTERS RADIANT HEAT
AND PLACE TOWARD INSIDE FACE OF

8'-5 1/2"
WALL. WALL HORIZONTAL REBAR: (2) #4 UP
PLACED IN TOP 1FT, BOTTOM 1FT. F'C = 3000 10 R @ 7.5" MAX
PSI. NEW STAIRS

8. T/FDN & SLAB HEIGHTS BASED ON 0'0" BEING
THE HEIGHT OF THE EXISTING FIRST FLOOR 5'-6" 8" 29'-11" 8"

DROP T/ FDN @ DOOR 12" TO

8"
ALLOW THICKENED END SLAB T/FDN -2'-7 3/4"

1'-10"
16" O.C. @ ALL CONNECTIONS T/FDN -2'-7 3/4"
3
A4.1

7'-0"

5'-2"

36'-9"

NEW 2X12 LEDGER - BOLT TO EXISTING WALL
TREATED 2x12" F.J.@

36'-9"
1
5'-7 3/4"

DBL 2x12 F.J.
1
DBL 2x12 F.J.

SLOPE FOR
A3.1

DRAINAGE
16" O.C.
7'-10 1/4"

A3.2

Sample Residence
2'-2 1/2"

6
A4.1 Sample Residence
100 Main Street
St. Charles, IL
9'-8 3/4" 9'-8 3/4"

4" Gas Curb
# Discription Date
Construction 1 Review Set 9-11-09
Joint 2 Review Set 9-20-09
3 Bid Set 9-29-09
4"

4"

1'-0"
5"

2" EPS Rigid
45°

Insulation 12'-9 3/4" 2'-2 1/2" 17'-3 1/2" 2'-2 1/2" 2'-2 3/4" 5'-6" 1'-7 1/2" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 1'-7 1/2" "
0

2" EPS Rigid 12'-9 3/4" 21'-8 1/2" 2'-2 3/4" 36'-9"
8"
Insulation
73'-6"

Foundation Plan
Section of CD - Foundation plan Foundation Plan
1 1" = 1'-0" 1/4" = 1'-0"

SCALE:
As indicated
DATE:

PROJECT NO.:
Sample Residence

Permit Set
IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: A1.1

GENERAL NOTES

Floor Joist Schedule 1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEW

FOR REVIEW ONLY
71'-6" INTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.

MAXIMUM SPACING 19'-0" 29'-4" 21'-4" 1'-10" 2. ALL CONCRETE TO BE 3,000 PSI MIN. IN 28 DAYS

Non-Sleeping Sleeping 3'-2 1/2" 3'-6" 2'-9 1/2" 2'-9 1/2" 3'-6" 3'-2 1/2" 6'-10 1/4" 22'-5 3/4" 2'-6" 8'-2" 8'-2" 2'-6" 1'-10" CAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"
BELOW GRADE
Joist Spacing Rooms Rooms
- 4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
L/360 40# LL - 10# DL 40# LL - 10# DL --- 4 2 SECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TO
2 x 8 @ 12" O.C. 13'-2" 14'-6" WOOD BANDING OVER 4 A3.1 A3.2 PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALL
STONE BELOW
2 x 8 @ 16" O.C. 12'-0" 13'-2" A4.1

TCD2956 TCD2956 TCD2956 TCD2956 TCD2956 5. ALL PLATES SET ON CONCRETE TO BE PRESSURE TREATED
2 x 10 at 12" O.C. 16'-10" 18'-6"
2 x 10 at 16" O.C. 15'-2" 16'-10" OTHERWISE NOTED

2'-9 1/8"
2 x 10 at 16" O.C.- 15'-9" 17'-5"

DN 1 R
18'-0" STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR
CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20
Dbl. Every Other JOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED AS
3 VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND
2 x 12 at 12" O.C. 20'-4" 22'-6" PROVIDE SOLID BLOCKING 24" O.C. MAXIMUM

TCD2956
A3.1

5'-2 1/4"
2'-11 1/8"
2 x 12 at 16" O.C. 17'-7" 19'-8" 1'-0"
OTHERWISE NOTED
18'-0" 1'-0" 15'-5" 10'-11"
2 x 12 at 16" O.C.- 19'-1" 21'-4" 9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDE
1'-0"

6'-5 1/2"
14'-10 1/2" 5'-0"
Dbl. Every Other SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING

Hearth to project 20" from face
FAMILY WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS

12' SLIDER
5 1/2"
PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESS 110 Patio

noncombustible material
T/ BLUESTONE @ 2'-1" 109 10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60
NOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALL Valuted Ceiling Slope for drainage KSI AND E=1.9 X 10 PSI

15'-4 1/2"

15'-4 1/2"
Fireplace
Rumford

10'-7 3/8"

10'-7 3/8"
BE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER. Stamped Concrete

16'-0"

36"x36"

of f.p. w/ 12" min.

(3) 9"x1.5" LVL
5'-0"

5'-0"
PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BE 2

TCD3760-2
2x12 F.J. @ 12"

Flush Hearth
SYP. OR EQUAL MIX OR PINE. SHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATION

DN 3 RISERS

13'-6"
A3.1

2x12 Ridge
SHOP

DN 2 RISERS
Mech.

O.C.

Slope 2"
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR 107 120
T/ BLUESTONE @ 0'-3" 12. ALL SHEATHING IS TO BE APA RATED
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY Slope for drainage New A/C
OWNER Slope 2" Unit to 13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.

2'-11 1/8"
Cover

7'-0 1/2"
27'-2 1/2" 2'-1 1/2" New 14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO
2x10" R.R.@ 16" O.C. Additon

5 1/2"
2/8 SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE

3/0
DRAWINGS

Ceiling Joist Schedule

5'-2 1/4"
Buit in Outdoor BBQ and Buffet
2x10" R.R.@ 16" O.C. 15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS

TCD2956
Cut New Opening AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL

2'-4 5/8"

2'-5 1/8"
4'-3" 9'-6" 4'-3" in Existing Masonry
Joist Size Joist Spacing Joist Span (2) 12"x1.5" LVL's Dropped
Wall
TCD2940 TCD2940 ALUMINUM

2x4 @16" O.C. 6'-6"

11"
(3) 1.5"x14" LVL

11 3/4"

3/0
2x6 @16" O.C. 12'-0". Remove Existing Masonry and

Create New Cased Opening 19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION
2x8 @16" O.C. 16'-0" 36" Sink 24" D.W. DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS
2x8 @12" O.C. 18'-6" 1 1/2"
18'-9" 11" 13'-7 3/4" 5'-4 1/2" 30'-3"

LOCKERS
2x10 @16" O.C. 19'-7" 5 1/2" 20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATE

7'-7"
1 1/2" GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
1'-8 3/4" COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE
2x10 @12" O.C. 22'-7" SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO
2x8" F.J.@

39'-4"
2x12 @16" O.C. 22'-8" 16" O.C.

Replace

Window
Existing

14" FLOOR TRUSS @ 12" O.C.

14'-5"

12'-0 1/2"
2x12 @12" O.C. 26'-3"

14'-2 1/2"
LIVING WINDOWS. VERIFY LOAD REQUIREMENTS

3 1/2"
Window Seat

2x8" LEADGER
111 KITCHEN 22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,

(2)12"x1.5" LVL's Dropped
CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB = 108

DESK
850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PER BUT NOT MORE THEN 1 1/4"
SCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.

6' C/O
6'-1"

6'-4"
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR

SLOPE SLAB TO GRADE
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED

24'-10 1/2"
OWNER WATERPROOFING METHOD

24'-10"

25'-10"
CENTER
5 1/4" 9'-8" 3 1/2" 2'-7 1/2" 3 1/2" 5'-3 1/2" 11" 13'-7 3/4" 11" 5'-4 1/2"

MAIL
3 1/2"

TCD3760-3
Roof Rafter Schedule

1'-1 3/4"

3 CAR GARAGE

3 R @ 7.5" MAX

2'-10 1/4"
42" Ref. 106

DN
Pantry

2x8" LEADGER
2'-3"
Max. Span Max. Span

2'-8"

2'-8"
5'-2" C/O
NOTE: PROVIDE 5/8" TYPE "X" GYP. BD. AT
Rafter Size Rafter Spacing Vaulted CLG. Non-Vaulted CEILING, WALLS, AND BEAMS, TYP. IN GARAGE.

5"
(2) 12"x1.5" LVL's
2x12 @16" O.C. 19'-11" 21'-1"

Built In Book Shelf
Dropped NEW STAIR
EX STAIR TO REMAIN 6" CONT. GAS CURB
UP DN MUDROOM
2x10 @16" O.C. 17'-2" 17'-2"

8'-8"
4'-1 1/2"
Craftsman
Style Column 14 R @ 7.5" MAX 10 R @ 7.5" MAX 105

11'-5"
2x10 @12" O.C. 19'-0" 21'-0"

5'-10"
1-3/4" SOLID CORE
2x8 @16" O.C. 14'-0" 14'-11" 13'-0 1/4" 1'-0 3/4" 3 1/2"
w/ NO GLASS
7'-3" CLOSET

2'-0 3/4"
9'-0 3/4"

3 1/2"
DN 1R
3 1/2" 103 3/0
FOYER
LIBRARY 101
12'-6 1/2"
Replace

112
Window
Existing

4'-5 5/8" 3 1/2"
2/4

2/4

2/4
TCD2948
8' O.H. DOOR 8' O.H. DOOR 8' O.H. DOOR

4'-5 1/8"

Existing Masonry Wall
ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850)

Cut New Opening in
8'-2"
13'-11 3/4" 5" 7'-1 3/4" 9'-4 3/4" 4 1/2" 3'-10 1/4" (3) 12" LVL (3) 12" LVL (3) 12" LVL
OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PER 3

TCD2948
SCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN. COAT ROOM 2/6
A4.1

7'-0"
Style Column
102
HALF BATH

Craftsman
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR

5'-2"
2'-3 7/8"

2'-3 7/8"
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY 104
OWNER Window Seat 3/0 Bench

Window Schedule TCD2948 TCD2948-2
Replace Existing Window
Operation Model Manufacturer Rough opening egress Count
1 Cut New Opening 1

Concrete Stoop @
in Existing Masonry
CFFT1-20X20 25-1/4 X 24-1/2 3 A3.1
7'-3 7/8"

Wall A3.2

Base of Stairs
DN
DBL Hung TCD2536 Jeld-Wen 26-1/8 X 36-3/4 No 4 5 R @ 7.5" MAX

-Min 3'x5'
DBL Hung TCD2936 Jeld-Wen 30-1/8 X 36-3/4 No 3
DBL Hung TCD2940 Jeld-Wen 30-1/8 X 40-3/4 No 2 6
DBL Hung TCD2948 Jeld-Wen 30-1/8 X 48-3/4 No 5 A4.1
DBL Hung TCD2948-2 Jeld-Wen 30-1/8 X 48-3/4 No 1
6 R @ 7.5" MAX

DBL Hung TCD2956 Jeld-Wen 30-1/8 X 56-3/4 No 7

DN

DBL Hung TCD3760 Jeld-Wen 38-1/8 X 60-3/4 Yes 2 Sample Residence
Sample Residence
DBL Hung TCD3760-2 Jeld-Wen 75-1/2 X 60-3/4 Yes 2
100 Main Street
DBL Hung TCD3760-3 Jeld-Wen 112-7/8 X 60-3/4 Yes 1 St. Charles, IL
IN-SWING ISEG2745 Well-Craft 27"X45" Yes 2
Concrete Stoop @
Transom CFFT1-26X20 Jeld-Wen 31-1/4 X 24-1/2 No 2 Base of Stairs
-Min 3'x5'
Transom CFFT1-30X20 Jeld-Wen 37-1/4 X 24-1/2 No 5
Transom CFFT 1-26X16 Jeld-Wen 31-1/4 X 18-1/2 No 3 # Discription Date
2'-6" 17'-0" 2'-6" 2'-1" 2'-9" 2'-8 1/2" 1'-8" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 1'-7 1/2" 2 Review Set 9-20-09
First Floor 22'-0" 2'-1" 5'-5 1/2" 31'-3 1/2" 3
4
Bid Set
Review Set
9-29-09
10-19-09
60'-10" 5 Review Set 12-12-09
1/4" = 1'-0" 6 Review Set 01-11-10

Wall Type Key
NEW CONSTRUCTION

EXISTING TO REMAIN First Floor - New
1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING
Construction
2. INTERIOR DIMENSIONS ARE TO STRUCTURE
(I.E. DIMENTION DO NOT INCLUDED DRYWALL)
SCALE:
As indicated
DATE:

PROJECT NO.:
Sample Residence

Permit Set

GENERAL NOTES

Ceiling Joist Schedule 1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEW

FOR REVIEW ONLY

Joist Size Joist Spacing Joist Span
2x4 @16" O.C. 6'-6" BELOW GRADE

2x6 @16" O.C. 12'-0". 4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
2x8 @16" O.C. 16'-0" CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
2x8 @12" O.C. 18'-6" 46'-7 3/4" 1 FT. 6 IN. AT SPLICES AND PROVIDED 3' LONG CORNER BOARDS

2x10 @16" O.C. 19'-7" 23'-5 3/4" 21'-4" 1'-10"

2x10 @12" O.C. 22'-7" 2'-3" 5'-2 1/2" 4'-6" 5'-9 3/4" 5'-8 1/2" 7'-9" 5'-10" 7'-9" 1'-10"
OTHERWISE NOTED

2x12 @16" O.C. 22'-8" 7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,
2x12 @12" O.C. 26'-3" VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND

CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB = - TCD3760 TCD3760 OTHERWISE NOTED

850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PER --- 9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDE
SCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN. SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING

2'-5 1/2"

2'-5 1/2"
WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS
2x10" R.R.@ 16" O.C. SHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR 2x10" R.R.@ 16" O.C. 10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY

8' CEILING LINE
OWNER 20'-4" 11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT

Roof Rafter Schedule EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM

4'-0"
2x8" C.T.@ 16" O.C. & 8' A.F.F. INSTITUTE GUIDELINES


13'-9 1/2"
Max. Span Max. Span 2

8'-0"
Rafter Size Rafter Spacing Vaulted CLG. Non-Vaulted A3.1 DIMENSIONS DO NOT INCLUDE DRYWALL

13'-9 1/2"
4 2

2x12 RIDGE
2x12 @16" O.C. 19'-11" 21'-1" A3.1 A3.2 SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE
DRAWINGS

4'-0"
8' CEILING LINE
2x10 @16" O.C. 17'-2" 17'-2" BEDROOM 2

T/ WALL = 5'-10"
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS
210 AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
2x10 @12" O.C. 19'-0" 21'-0" 2x10" R.R.@ 16" O.C.
8' CEILING

T/ WALL = 5'-10"
ALUMINUM
2x8 @16" O.C. 14'-0" 14'-11"


3 1/2"

3 1/2"
6'-9 3/4" 3'-9" 9'-9 1/4" DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS

2/6

2/6

8'-9 1/4"

8'-9 1/4"
Replace existing window WINDOWS, DOORS, APPLIANCES, ETC.

2'-4 1/2"
ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850) CLOSET CLOSET

2'-1"

2'-1"
212 GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PER

2/8
TCD2536 TCD2536 TCD2536 TCD2536 211 COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE
SCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN. SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO

3 1/2"

3 1/2"
2/0

2'-5 3/4"
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIR 6'-4 1/2"

LINEN
CLOSET 21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY

2'-9"
DOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BY 214 WINDOWS. VERIFY LOAD REQUIREMENTS
OWNER
LAUNDRY 22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,

39'-4"
Local Design Criteria EXISTING MASTER BED 206 HALL DBL 2'6

3 1/2"
2x10" R.R.@ 16" O.C.
ROOM

W

3 1/2"
209 23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"

9'-0 1/2"

2/4 PKT
2/6 2/8 BUT NOT MORE THEN 1 1/4"

9'-7 1/2"
202 BATH

3'-4"

9'-0 1/2"
SNOW LOAD 30 PSF + Drifting Snow 3 1/2" 208 3 1/2" 3 1/2"
5'-6 1/2" 6'-1" 8'-3 1/4" 3'-9" 11'-3 3/4" FOUNDATIONS WALLS MUST BE SEALED

6'-3 1/4"
ROOF LIVE LOAD 14 PSF 3 1/2"

D
EXISTING MASTER 25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE OR

8'-8 3/8"
LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED
Replace existing window

WIND LOAD 80 MPH SITTING WATERPROOFING METHOD

CLOSET
204 26. PROVIDE DRYWALL ON UNDERSIDE OF STAIRS
FLOOR LIVE LOAD 40 PSF

2'-8"
3 1/2"
BED ROOM 1 27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS
MAX. FLOOR DEFLECTION L/360 213

3 1/2"

3 1/2"

3 1/2"
2/8 PKT

3 1/2"

BUILT IN BOOK SHELF

16'-11 1/4"
15'-11 1/4"
EXISTING MASTER BATH DN 1 Riser @ 7.5" MAX 2x12 RIDGE
201 2x12 RIDGE
DN 3 Riser

3'-0"
LANDING

TCD3760-2
@ 7.5" MAX
205 PLAY ROOM
207

BUILT IN BOOK SHELF
9'-4 1/2"

9'-4 1/2"

9'-4 1/2"
36" HIGH GUARD

3'-2 7/8"
18'-8 3/4" 11'-3 3/4"

9'-4"
Replace existing window

RAIL/HANDRAIL

2x10" R.R.@ 16" O.C.
2x8" R.R.@ 16" O.C.

2x8" R.R.@ 16" O.C.

2x8" R.R.@ 16" O.C.

8'-2 7/8"
-LESS THEN 4" 3 1/2"
EXISTING MASTER BETWEEN
BALASTERS 8' CEILING
CLOSET

8' CEILING LINE
LINE
203 1'-5 3/4" 3 1/2"
5'-11 1/2" 3'-1 1/2" 4'-1" 5'-11" 4'-1" 4'-1 3/4" 4'-1" 3'-1"

T/ WALL = 4'-10" T/ WALL = 4'-10"

3'-2"

3'-2"

3'-2"

3'-2"
TCD2936 TCD2936 TCD2936

5'-7" 3'-0" 2'-6 1/2" 10'-0" 10'-0" 2'-6 1/2" 3'-1"
1
A3.1 5'-7" 3'-0" 5'-1" 4'-11" 5'-1" 4'-11" 5'-1" 3'-1"

5'-7" 31'-2"

1

A3.2
Sample Residence
Sample Residence
100 Main Street
St. Charles, IL

# Discription Date
CD - Second Floor 1
2
Review Set
Review Set
9-11-09
9-20-09
3 Bid Set 9-29-09
1/4" = 1'-0" 4 Review Set 10-19-09

Wall Type Key 7 Permit Set 01-31-10

NEW CONSTRUCTION

EXISTING TO REMAIN

1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING
Second Floor
2. INTERIOR DIMENSIONS ARE TO STRUCTURE
(I.E. DIMENTION DO NOT INCLUDED DRYWALL)

SCALE:
As indicated
DATE:

PROJECT NO.:
Sample Residence

Permit Set

GENERAL NOTES

FOR REVIEW ONLY


BELOW GRADE


#285 Fiberglass Shingles (Typ.) Half Round Gutter
on 1x4 Fascia
T/PLATE GRAGE 6. USE MIN. (2) 2X10 HEADERS AT ALL OPENINGS UNLESS
DORMERS OTHERWISE NOTED

14'-7 1/2" STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR
#285 Fiberglass
12 Shingles (Typ.) 8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESS
5 OTHERWISE NOTED
TCD2936 TCD2936 TCD2936
T/ 2nd-FLR-EXST 10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60
8'-11 3/4" Half Round Gutter KSI AND E=1.9 X 10 PSI
on 1x4 Fascia 11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT
T/GARAGE-2nd-FLR-NEW EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM
7'-1" INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY

New Hardi Board Siding 12. ALL SHEATHING IS TO BE APA RATED

T/PLATE-GARAGE-NEW 13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.
5'-10 1/4" 14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO
TCD2948 TCD2948-2 SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE
TCD2948
DRAWINGS

AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
T/ 1st FLR 16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR
New Hardi Board Siding ALUMINUM
DECK-EXST
0"
Exterior finish 1" Stone Veneer
T/ GARAGE-FDN 19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION
-2'-7 3/4" AS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS IS
T/ GARAGE 20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATE
1 SLAB-EXST GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
A4.1 SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO
-3'-1 3/4" ALLOW FOR FRAMING SHRINKAGE.




Existing New Construction



North Elevation 28. ALL HANDRAILS AND GUARDRAILS ARE TO BE DESIGNED SO

1 1/4" = 1'-0"

1
2 4 -
A3.2
A3.2 A3.1 ---

12
5
12 #285 Fiberglass Shingles (Typ.)
12 #285 Fiberglass Shingles (Typ.)
2
5

New Hardi Board Siding 1" Stone Veneer 12
TCD2536 TCD2536 TCD2536 TCD2536 5

1x3 Fly Rafter
TCD3760 TCD3760 1x8 Fly Rafter
#285 Fiberglass Shingles (Typ.) T/PLATE FAMILY
T/GARAGE-2nd-FLR-NEW ROOM
7'-1" CFFT CFFT CFFT
8'-0"
1-26X16 1-26X16 1-26X16

T/PLATE-GARAGE-NEW
5'-10 1/4" 4
New Hardi Board Siding

A4.1
Sample Residence

8'-0"
TCD2940 TCD2940
CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20
TCD2956 TCD2956 TCD2956 TCD2956 TCD2956 Sample Residence
100 Main Street
2 St. Charles, IL
New Hardi Board Siding A4.1 T/ 1st FLR
DECK-EXST

1'-1 1/2"
0"

1" Stone Veneer # Discription Date
T/ GARAGE-FDN
-2'-7 3/4" T/NEW FDN
CFFT1-26X20 CFFT1-26X20 -1'-1 1/2" 3 Bid Set 9-29-09
T/ GARAGE 4 Review Set 10-19-09
SLAB-EXST 5 Review Set 12-12-09
-3'-1 3/4" 6 Review Set 01-11-10

Elevations

South Elevation
2 1/4" = 1'-0" SCALE:
1/4" = 1'-0"
DATE:

PROJECT NO.:
Sample Residence

Permit Set

GENERAL NOTES

FOR REVIEW ONLY


BELOW GRADE
3
A3.1 TO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED AND


#285 Fiberglass OTHERWISE NOTED
Shingles (Typ.)
1 6 VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND
A3.1 A4.1
OTHERWISE NOTED

1x3 Fly Rafter WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS
1x8 Fly Rafter
#285 Fiberglass 11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT
Shingles (Typ.)
T/PLATE FAMILY Replacment Replacment T/ 2nd-FLR-EXST EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM
Window Window 8'-11 3/4" INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY
ROOM INSTITUTE GUIDELINES

8'-0" 12. ALL SHEATHING IS TO BE APA RATED


SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE
DRAWINGS

8'-0"
3 AND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL

TCD2956 TCD2956 A4.1 16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR
ALUMINUM


T/ 1st FLR New Hardi Board Replacment New Hardi Board Replacment T/ 1st FLR
Siding 18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A
Siding Window Window 200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
DECK-EXST DECK-EXST
0" 0" DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS
1" Stone Veneer WINDOWS, DOORS, APPLIANCES, ETC.
1" Stone Veneer
T/NEW FDN 20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATE
GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
-1'-1 1/2" COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE

- REINFORCING FOR WIND LOADS IN MULLIONS OF COMBINED
--- WINDOWS. VERIFY LOAD REQUIREMENTS

ISEG2745 ISEG2745 22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,


Existing New Construction


New Construction Existing 27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS


East Elevation
1/4" = 1'-0"

2 3
A3.1 A3.1

6 1
12
A4.1 A3.1 3
12
8
1x3 Fly Rafter
T/PLATE GRAGE
DORMERS 1x8 Fly Rafter
14'-7 1/2"

CFFT1-20X20 CFFT1-20X20 CFFT1-20X20
7'-6 5/8"


T/GARAGE-2nd-FLR-NEW Sample Residence
TCD3760-2 7'-1" Sample Residence
100 Main Street
St. Charles, IL
T/PLATE-GARAGE-NEW
5'-10 1/4"

TCD2948 # Discription Date
New Hardi Board Siding 3 Bid Set 9-29-09
TCD3760-3
T/ 1st FLR 4 Review Set 10-19-09
TCD3760-2 DECK-EXST 5 Review Set 12-12-09
0" 7 Permit Set 01-31-10

1" Stone Veneer T/ GARAGE-FDN
-2'-7 3/4"
T/ GARAGE
SLAB-EXST
-3'-1 3/4"

Elevations

SCALE:
1/4" = 1'-0"
DATE:
West Elevation PROJECT NO.:
Sample Residence
1/4" = 1'-0"

Permit Set

Cont. Ridge Vent GENERAL NOTES
New 10" Roof 12 CONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ON

FOR REVIEW ONLY
12 INTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.
#285 Fiberglass Shingles (Typ.) 5 3
15# Felt (Typ.)
Snow & Ice Shield CAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"
1/2" Plywood Sheathi BELOW GRADE

2x10 R.R. @ 16" O.C. 4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
2x8 C.J.C.T. @ 16" O.C. TO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED AND


OTHERWISE NOTED


8'-0"
BEDROOM 2

7'-1 1/2"

6'-10"
5 210 OTHERWISE NOTED

5'-10 1/8"
A4.1 9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDE
Porch Roof WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS
6x10 R.S. Ridge #285 Fiberglass Shingles (Typ.)
15# Felt (Typ.) KSI AND E=1.9 X 10 PSI
Snow & Ice Shield 12" Floor 11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT
1/2" Plywood 3/4" Ply Wood EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM
3/4" T-111 Sheating 2x12 F.J @ 16 O.C. T/GARAGE-2nd-FLR-NEW INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY
Trusses at 24" O.C. INSTITUTE GUIDELINES
12 6 7'-1"
A4.1 12. ALL SHEATHING IS TO BE APA RATED
5
T/PLATE-GARAGE-NEW 13. EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF SHEATHING.
Add an Extra 2 3/4" of Blocking to Align 5'-10 1/4"
12" Floor System W/ 14" Floor System 14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO
Fasten Connections SCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THE
As Needed DRAWINGS

Typical Exterior Wall 15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS

6x12 R.S. BEAM
Typical Exterior Wall Hardi Board Siding 16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR
ALUMINUM
Hardi Board Siding TYVEK House Wrap
TYVEK House Wrap 1/2" APA Rated Plywood Sheathing 17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR

1/2" APA Rated Plywood Sheathing 2x6 Studs @ 16" O.C. 18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A
2x6 Studs @ 16" O.C. R-19 Batt Insulation W/ Vapor Barrier 200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
SHOP Mech.

7'-6 3/4"
R-19 Batt Insulation W/ Vapor Barrier 1/2" Dry Wall 19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION
107 120 DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS
1/2" Dry Wall 2 AS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS IS
A4.1 WINDOWS, DOORS, APPLIANCES, ETC.

Craftsman Railing
2 Typical Slab 20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATE
A4.1 4" Concrete Slab 1" Stone Veneer GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
-LESS THEN 4" BETWEEN BALASTERS TCD2948
TCD2948-2 Reinforced W/ 6x6 #10 W.W.F. SUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TO
-TOP OF RAIL AT 36" 2" EPS Rigid Insulation, Unfaced (Optional) 2x6 Treated Sill Plate W/ Sill Seal W/ 1/2" Dia. x ALLOW FOR FRAMING SHRINKAGE.
-BOTOTOM RAIL LESS THEN 4" OFF PORCH 15" Anchor (Masonry Side) & 12" Anchor bolt
6 Mil. Vapor Barrier (Siding side) @ 6'-0" O.C. & 7" Into Conc. 21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY
5" Compacted Granular Fill and Backfill REINFORCING FOR WIND LOADS IN MULLIONS OF COMBINED
T/ GARAGE-FDN
Front Porch -2'-7 3/4"
T/ 1st FLR 1" Decking
T/ GARAGE 23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"
3/0
DECK-EXST Treated 2x10 F.J. @ 16" o.c.
SLAB-EXST
ALL CONCRETE SLABS TO BE TIED TO
0" FDN WALLS WITH #4x42" REBAR @ 36"
ALL CONCRETE
SLABS TO BE TIED TO -3'-1 3/4"
O.C. REBAR TO EXTEND 36" INTO SLAB & FDN WALLS WITH #
Taperd Wood Skirt 6" INTO FDN WALL -TYP 4x42" REBAR @ 36" LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED
Board Treated 2x8 Nailer O.C.
8" FDN Wall WATERPROOFING METHOD

42" Min.
For Skirt Board TYP. INSUL NOTE:
INSUL R-VALUE: FLAT CLG=R30,
CATHEDRAL=R30, WALLS=R13, 27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS
1 FLOORS=R19, CRAWL WALLS=R7, (2) #5 - 5/8" Dia. Rebar (hor.) @ Top &
A4.1 PERIMETER FDN @ WALKOUT=R5 Bot. of Wall & #5x48" @ 48" O.C. Vert. 28. ALL HANDRAILS AND GUARDRAILS ARE TO BE DESIGNED SO
-1" AIRSPACE @ R.R. INSUL

8"
Concrete Stoop -VAPOR BARRIER @ INSUL
@ Base of Stair 1'-6"
-Min 3'x5'

Section @ Front Porch Section @ Bedroom/Shop
1 3/8" = 1'-0"
2 3/8" = 1'-0"
2
A3.1
New 10" Roof
#285 Fiberglass Shingles (Typ.)
Cont. Ridge Vent
15# Felt (Typ.)
Snow & Ice Shield
1/2" Plywood Sheathi
12
Cont. Ridge Vent New 10" Roof 2x10 R.R. @ 16" O.C. 3 12
#285 Fiberglass Shingles (Typ.) 3
12
15# Felt (Typ.)
2x8 C.T. @ 16" O.C.
5 Snow & Ice Shield
2x10 R.R. @ 16" O.C.
T/PLATE GRAGE
5 12 DORMERS
A4.1
2x8 C.J.C.T. @ 16" O.C. 8 14'-7 1/2"

LAUNDRY LANDING

7'-8 3/4"

5'-5 3/8"
206 205

8" Roof

6'-0 5/8"
(3) 9"x1.5" LVL
15# Felt (Typ.)
36" HIGH GUARD
T/ 2nd-FLR-EXST
Snow & Ice Shield
T/PLATE FAMILY 1/2" Plywood Sheathing
RAIL/HANDRAIL 8'-11 3/4"
8" Floor -LESS THEN 4"

2'-7 5/8"
ROOM 2x8 R.R. @ 16" O.C. BETWEEN

7 1/2"
3/4" Ply Wood BALASTERS
8'-0" 2x8 F.J @ 16 O.C.
10'-0"

5
Typical Exterior Wall A4.1 3'-4" O.H.
Hardi Board Siding

TYVEK House Wrap
Sample Residence
6'-10"

6'-10"

1/2" APA Rated Plywood Sheathing
FAMILY
2x6 Studs @ 16" O.C.
110 Sample Residence
R-19 Batt Insulation W/ Vapor Barrier
2 1/2" Dry Wall 100 Main Street
A4.1

13'-7 5/8"
St. Charles, IL
12" Floor Typical Exterior Wall
3/4" Ply Wood Hardi Board Siding
2x12 F.J @ 16 O.C. T/ 1st FLR TYVEK House Wrap

7'-8 1/4"
2x6 Treated Sill Plate W/ Sill DECK-EXST Typical Exterior Wall HALL 1/2" APA Rated Plywood Sheathing
215

6'-10"
Seal W/ 1/2" Dia. x 15"
Anchor (Masonry Side) & 12"
0" Hardi Board Siding
2x6 Studs @ 16" O.C.
# Discription Date
Anchor bolt (Siding side) @ 6'- TYVEK House Wrap 1 Review Set 9-11-09
0" O.C. & 7" Into Conc. 1/2" Dry Wall
1/2" APA Rated Plywood Sheathing 2 Review Set 9-20-09
2x6 Studs @ 16" O.C. 3 Bid Set 9-29-09
T/NEW FDN R-19 Batt Insulation W/ Vapor Barrier 12" Floor MUDROOM T/ 1st FLR 4 Review Set 10-19-09
-1'-1 1/2" Patio Wall 4" Cut Stone
Cap
1/2" Dry Wall 3/4" Ply Wood 105
DECK-EXST 5 Review Set 12-12-09
1" Stone Veneer 2x12 F.J @ 16 O.C. 6 Review Set 01-11-10
NOTE: EGRESS WIND. T/NEW FDN 0" 7 Permit Set 01-31-10
WELL (MIN. 9 SF.) w/ 8" CMU
LADDER PER CODE 1" Stone Veneer
-1'-1 1/2" Typical Slab 2x6 Treated Sill Plate W/ Sill
4" Concrete Slab
Seal W/ 1/2" Dia. x 15" Anchor
8" FDN Wall Provide Vertical Patio Reinforced W/ 6x6 #10 W.W.F. (Masonry Side) & 12" Anchor
8'-10" Pour

6 Mil. Vapor Barrier bolt (Siding side) @ 6'-0" O.C. &
Free Draining Backfill Reinforment 4" Stamped Concrete Slab 2
2'-6"

5" Compacted Granular Fill and Backfill
Dampproofing To Grade
and Fully Grout
Slope Assembly 2" For Drainage A4.1 3" Concrete Slab 7" Into Conc.
7'-5"

CMU Wall
8' Concrete Foundation Wall
Vertical & Horizonatal Reinforcing T/ GARAGE-FDN
Typical Slab TYP. INSUL NOTE: 1/2" Gypsum Wall Board Over Furring Strips -2'-7 3/4"
3'-8" MAX HT.

4" Concrete Slab INSUL R-VALUE: FLAT CLG=R30, Hold Min. 1/2" Above Conc. Slab
(2) #5 - 5/8" Dia. Rebar
Reinforced W/ 6x6 #10 W.W.F.
CATHEDRAL=R30, WALLS=R13,
#5 x 24 Dowels @ 24" ALL CONCRETE SLABS Sections
(hor.) @ Top & Bot. of Wall &
#5x48" @ 48" O.C. Vert. 6 Mil. Vapor Barrier
FLOORS=R19, CRAWL WALLS=R7,
PERIMETER FDN @ WALKOUT=R5 O.C. - TYP TO BE TIED TO FDN
WALLS WITH #4x42"
8" FDN Wall
5" Compacted Granular Fill and Backfill -1" AIRSPACE @ R.R. INSUL (2) #5 - 5/8" Dia. Rebar REBAR @ 36" O.C.
-VAPOR BARRIER @ INSUL (Hor.) @ Top & Bot. of Wall (2) #5 - 5/8" Dia. Rebar
4" Drain Tile W/ 6" Washed & #5x48" @ 48" O.C. Vert. (Hor.) @ Top & Bot. of Wall
Stone Over & 2" Under Tile & #5x48" @ 48" O.C. Vert.
8"
8"

1'-6"
1'-6" SCALE:
3/8" = 1'-0"

8"
DATE:
1'-6" PROJECT NO.:
Sample Residence

Section @ Family Room Section @ Hall/Laundry

Permit Set
3 4
3/8" = 1'-0" 3/8" = 1'-0" IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: A3.1

8" Roof GENERAL NOTES
3 1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEW
15# Felt (Typ.) CONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ON

FOR REVIEW ONLY
Snow & Ice Shield A3.1 INTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.

1/2" Plywood Sheathing 2. ALL CONCRETE TO BE 3,000 PSI MIN. IN 28 DAYS
2x8 R.R. @ 16" O.C. 12
T/PLATE GRAGE 8 BELOW GRADE

DORMERS 3
12
New 10" Roof 4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEEL
14'-7 1/2" #285 Fiberglass Shingles (Typ.) SECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TO
2x8 C.J. C.T. @ 16" O.C. 15# Felt (Typ.) PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALL
1 Snow & Ice Shield POURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS
A3.1 5. ALL PLATES SET ON CONCRETE TO BE PRESSURE TREATED
2x10 R.R. @ 16" O.C.
OTHERWISE NOTED

Typical Exterior Wall STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR
Hardi Board Siding 3 VERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH AND

7-'6" Plate Height
House Wrap A3.2
1/2" Insul. Sheathing (1/2" O.S.B. APA Rated Corner Bracing) 8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESS

8'-0"
BED ROOM 1 OTHERWISE NOTED
2x6 Studs @ 16" O.C. 213
R-19 Batt Insulation W/ Vapor Barrier SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING
1/2" Dry Wall WITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASS

4'-6 1/8"
2'-9" Plate Height
5 10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60
A4.1 KSI AND E=1.9 X 10 PSI
14" Floor System 11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHT
3/4" Ply Wood EXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROM
14" TGI Floor Joist @ 16" O.C. INC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRY

8 1/4"
5/8" Dry Wall for Garage Ceiling T/GARAGE-2nd-FLR-NEW
7'-1"
5x10 Cedar 4'-0" O.H. Min. DIMENSIONS DO NOT INCLUDE DRYWALL
Corbel T/PLATE-GARAGE-NEW
5'-10 1/4" 14. CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO
DRAWINGS
5/8" GYP Ceiling on
Rigid Insulation 15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONS
Exterior Garage Wall 16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL OR
Hardi Board Siding ALUMINUM
TYVEK House Wrap 17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
1/2" APA Rated Plywood Sheathing
2x6 Studs @ 16" O.C. 200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
R-19 Batt Insulation W/ Vapor Barrier 19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATION

8'-6"
8' O.H. DOOR
5/8" Dry Wall DETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTS

9'-0"
2 WINDOWS, DOORS, APPLIANCES, ETC.
3 CAR GARAGE A4.1
106
5" Slab GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
5" Concrete Slab ALLOW FOR FRAMING SHRINKAGE.
2x6 Treated Sill Plate W/ Sill Seal W/ 1/2"
Slab Reinforced w/ #3's @ 12" O.C. Both Ways Dia. x 15" Anchor (Masonry Side) & 12" 21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY
6 Mil. Vapor Barrier Anchor bolt (Siding side) @ 6'-0" O.C. & REINFORCING FOR WIND LOADS IN MULLIONS OF COMBINED
2" EPS Rigid Insulation, Unfaced (Optional) 7" Into Conc. WINDOWS. VERIFY LOAD REQUIREMENTS

5" Compacted Granular Fill and Backfill 22. ANY STRUCTURAL MEMBER THAT IS DOUBLED, TRIPLED ETC,
Slope Driveway Away
T/ GARAGE-FDN MUST FOLLOW MANUFACTURES NAILING OR FASTENING PATTERN.

From House Slope Slab to Grade -2'-7 3/4" 23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"

Drop T/ FDN @ Door 12" To Allow T/ GARAGE FOUNDATIONS WALLS MUST BE SEALED
Thickend End Slab SLAB-EXST 25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE OR
8" FDN Wall -3'-1 3/4" WATERPROOFING METHOD
(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &
Bot. of Wall & #5x48" @ 48" O.C. Vert.
(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &
Bot. of Wall & #5x48" @ 48" O.C. Vert. THAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT

8"

8"
1'-6" 1'-6"

CD - Section @ Garage
1 3/8" = 1'-0"

Cont. Ridge Vent - TYP New 10" Roof
12 15# Felt (Typ.)
3 Snow & Ice Shield
5
2x10 R.R. @ 16" O.C.
12 A4.1
TYP. INSUL NOTE: New 10" Roof 8
2x8 C.J.C.T. @ 16" O.C.
INSUL R-VALUE: FLAT CLG=R30, #285 Fiberglass Shingles (Typ.)
CATHEDRAL=R30, WALLS=R13,
FLOORS=R19, CRAWL WALLS=R7, 15# Felt (Typ.) 2x8 C.J. @ 16" O.C.
1 PERIMETER FDN @ WALKOUT=R5 Snow & Ice Shield
-1" AIRSPACE @ R.R. INSUL 1/2" Plywood Sheathi 3
A3.1 -VAPOR BARRIER @ INSUL
2x10 R.R. @ 16" O.C.
A3.1

3
A3.2
8" Roof

9'-0"

8'-0"

7'-3 7/8"

6'-4 3/4"
15# Felt (Typ.)
T/ 2nd-FLR-EXST PLAY ROOM BATH
12 Snow & Ice Shield
8'-11 3/4"
4'-9 7/8"

207 208 5 1/2" Plywood Sheathing

7 1/2"
2x8 R.R. @ 16" O.C.

7
2'-8 1/2"

1'-10 3/4"

A4.1

1'-3 1/4"

1'-0 3/8"

Sample Residence
Sample Residence
5x10 Cedar 4'-0" Cantilever Min.
Corbel 5 100 Main Street
A4.1 St. Charles, IL

Rafter Exterior Garage Wall 14" Floor System
5/8" GYP Ceiling on
Rigid Insulation
Hardi Board Siding
TYVEK House Wrap
3/4" Ply Wood
14" TGI Floor Joist @ 16" O.C.
Exterior Garage Wall
1/2" APA Rated Plywood Sheathing Hardi Board Siding
5/8" Dry Wall for Garage Ceiling # Discription Date
2x6 Studs @ 16" O.C. TYVEK House Wrap
1/2" APA Rated Plywood Sheathing 1 Review Set 9-11-09
5/8" Dry Wall 2x6 Studs @ 16" O.C.
3 Bid Set 9-29-09
5/8" Dry Wall
2 3 CAR GARAGE 6 Review Set 01-11-10
A4.1 106 7 Permit Set 01-31-10
1 stud under rafter

5" Slab
5" Concrete Slab
1 stud under
rnailed to the side 2x6 Treated Sill Plate W/ Sill Seal W/ 1/2" Slab Reinforced w/ #3's @ 12" O.C. Both Ways
LINE OF FDN
Patio
of the rafter Dia. x 15" Anchor (Masonry Side) & 12" 4" Stamped Concrete Slab
6 Mil. Vapor Barrier
Anchor bolt (Siding side) @ 6'-0" O.C. & Slope Assembly 2" For Drainage
2" EPS Rigid Insulation, Unfaced (Optional)
7" Into Conc.
5" Compacted Granular Fill and Backfill
LINE OF FDN
nail studs
together
#5 x 24 Dowels @ 24"
Sections

42" Min. Below Grade
O.C. - TYP
#5 x 24 Dowels @ 24" #5 x 24 Dowels @ 24"
O.C. - TYP O.C. - TYP (2) #5 - 5/8" Dia. Rebar (Hor.) @ Top &
(2) #5 - 5/8" Dia. Rebar (Hor.) @ Bot. of Wall & #5x48" @ 48" O.C. Vert.
Top & Bot. of Wall & #5x48" @ 48"
O.C. Vert.

8"
8" FDN Wall
1'-6"

SCALE:
As indicated
8"

DATE:
1'-6"
PROJECT NO.:
Sample Residence
rafter bearing detail CD - Building Section

Permit Set
3 2
1" = 1'-0" 3/8" = 1'-0"

GENERAL NOTES
7 1/4" 5 1/4"
New 1 1/2" Rigid 1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEW

FOR REVIEW ONLY
Insulation INTERIOR AND WALL SHEATHING ON EXTERIOR, U.O.N.
°
92 Ripped 1x5 on 1x8

°
88
New 1 1/2" Rigid Insulation 2. ALL CONCRETE TO BE 3,000 PSI MIN. IN 28 DAYS
(Align with Wood Banding) New 1/2" Dry wall
Flash Under Siding CAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"
Treated 2x12 F.J. & Over Cedar Cap Existing Masonary BELOW GRADE
Cut 2x4 Cedar Cap Wall
2x6 Blocking Cut 2x6 Blocking CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
1x8 Taperd Skirt Board 1x4 1x4 POURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS
1/2" 1x8 1 FT. 6 IN. AT SPLICES AND PROVIDED 3' LONG CORNER BOARDS
1/2"
1" Stone Veneer 1x8
Treated 2x8
Nailers 6. USE MIN. (2) 2X10 HEADERS AT ALL OPENINGS UNLESS
1/2" Plywood OTHERWISE NOTED

92 2" Gravel Around 7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,

88
° Porch Perimeter 1" Stone Veneer STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOOR

°
5 1/4" 7 1/4" 5 1/4" 7 1/4"
OTHERWISE NOTED


Porch Skirt Detail Wood Banding @ New Construction Existing Wall Detail SAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZING

1 1" = 1'-0"
2 1" = 1'-0"
3 1" = 1'-0"





DRAWINGS


ALUMINUM



Ice & Water Shield 24" min. From AS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS IS
Inside of Exterior Stud Wall TO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,
11 1/4"


3'-6" MIN Guard Rail
Anchor Wood Post To 285 #Architectural Shingles GUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORY
Concrete Slab Over 15# Felt COUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDE
5/8" Plywood Sheathing
6x12 R.S. Beam 21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARY
T-111 T&G
Foam Venting MUST FOLLOW MANUFACTURES NAILING OR FASTENING PATTERN.
4" Cut Stone
Anchor Beam to d 23. NOSING ON ALL STAIRS TO HAVE PROFILE OF NOT LESS THE 3/4"
Post 2x6 Blocking @ Every Rafter ywoo BUT NOT MORE THEN 1 1/4"
of pl ter
4'
ry Raf
1x4 24. ALL JOINTS, CRACKS, OPENINGS, GAPS, PENETRATIONS IN
Eve

4"
r@ O .C. FOUNDATIONS WALLS MUST BE SEALED
rigge 16"
Out . @ 25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE OR
3" 2x6 R.R LOOK-OUT BASEMENTS TO BE TREATED WITH APPROVED

4"
1'-7 7/8" 2x10 WATERPROOFING METHOD
5" Half Round
Provide 4" Curb W/ Gutter 26. PROVIDE DRYWALL ON UNDERSIDE OF STAIRS
6x6 Treated Post slab. Cover with
Stone Veneer 27. PROVIDE ARC FAULT IN ALL SLEEPING AREAS
2'-0"
1x4 Fascia THAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT

Fly Rafter
Beyond
1" Stone Veneer 1'-6" O.H.

15°
7'-2 1/8"

1/2" Treated Ply
Wood on 2x4
Treated Studs

Patio Railing Detail Eve Detail
9'-10 7/8"

4 1" = 1'-0"
5 1" = 1'-0"

2°

1" Wood Decking

2x12 Treated F.J.

Sample Residence
Sample Residence
Anchor 6x6 Treated
Post to Concrete Pier
100 Main Street
St. Charles, IL

Hold Stone Off Grade

# Discription Date
6"

3 Bid Set 9-29-09
2x6 Bracing As Need 5 Review Set 12-12-09

2'-2 1/2"

1'-6" O.H.
3'-6" Min.

Fill In Web Of F.J. As Need To
Flash Siding
2x6 Nailer Allow For Connection Of 4x10
Over Trim
For Soffet
1x3 on 1x8

Details
3/4" T-111 soffet Notch Rim Board As
Need
4x10 Corbel

15° 2'-0 3/4" Min. 4'-0" Cantilever
SCALE:
1" = 1'-0"
DATE:

PROJECT NO.:
Sample Residence
Front Porch Column Detail Garage O.H. Detail Eve Detail Perspective

Permit Set
6 7 8
1" = 1'-0" 1" = 1'-0"

ELECTRICAL NOTES
1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,
THE LOCATION AND IDENTIFICATION OF WIRING DEVICES AND
OUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONAL
ELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.

2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.

3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BE
LOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETS
SHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN
12'-0" PERMITTED BETWEEN ANY TWO AND NOT MORE THAN 6'-
0" FROM AN OPENING IN A WALL.

NE 4. ALL WIRING DEVICES AND RECEPTACLES SHOWN BACK TO
W
BU BACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.
RIE
DP
OW 5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETS
ER AND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"
LI NE A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERS
OUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHER
VANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHT
SWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH

7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BE
RESIDENTIAL GRADE WIRED FOR 20 AMPS.

8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT AND
JUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV AND
SECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROM
BASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL OR
LAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED
(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE

Electrical Plan Key
1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITY
CAMERA SYSTEM.

9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,
SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARE
TO BE PAINTED TO MATCH ADJACENT WALL SURFACE.
120 V. Simplex Recessed Can GFI GFI

GFI
10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/C
Outlet FAMILY
CONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,
AND GENERAL PURPOSE OUTLETS AND LIGHTING AND AS

GFI
Junction Box 110
REQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURAL

GFI
GAS.
120 V. Duplex

GFI
Valuted Ceiling 11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.
Outlet Pull Chain PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWER
OUTLETS
PC

GFI
12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALL
Single Pole Fluorescent Mech. SLEEPING ROOM OUTLETS.

GFI
Patio 120
Switch 109 SHOP
13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.

Exhaust Fan 107
14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSAL
AND BUILT-IN MICROWAVE.

GFI
Three-way
3

15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATER
Switch Smoke Detector METER LOCATION.

GFI
110v. Interconnect 16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTER
OUTLETS.
4

Four-way Switch 17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITS
Carbon Monoxide SUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.
D

Dimmer Switch Detector 18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETS

3
GFI GFI GFI SHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS AND
SHOWERS SHALL BE WATER AND VAPOR PROOF.
GFI GFI
Data LIGHT w/ MOTION 19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATED
ON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALL
DETECTOR 3
BEDROOMS AND IN MECHANICAL ROOMS.
3 4 GFI GFI 20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BE
LOCATED ON EACH LEVEL.
PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY
21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE
& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN 110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UP

GFI
(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE, POWER SUPPLY.
EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TO
BE GFI TYPE OUTLET AND TIED TO GFI CIRCUIT

GFI
BREAKER. PROVIDE 20AMP RATED DISCONNECT AT THE
DISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHT
INDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILING
FANS, PROVIDE CEILING FAN RATED BOXES. BATHROOM NEW 200 AMP
LIGHT AND VENT TO BE SWITCHED SEPARATELY. HALL SERVICE
LIVING

4
215
111 KITCHEN
108

GFI
GFI
3 CAR GARAGE
106
3

3

GFI
4

GFI
GFI GFI GFI
OUTLET FOR OUTLET FOR OUTLET FOR
GARAGE GARAGE GARAGE
3 3
DOOR DOOR DOOR

3
3
MUDROOM

GFI
CLOSET 105
103
FOYER

GFI
101
LIGHT
W/ FAN

LIBRARY
112

COAT ROOM FAN W/
102 LIGHT
3

HALF BATH
3

104

Sample Residence
Sample Residence
100 Main Street
St. Charles, IL

# Discription Date
3 Bid Set 9-29-09

First Floor Electric
First Floor Electical Plan
1/4" = 1'-0"

SCALE:
As indicated
DATE:

PROJECT NO.:
Sample Residence

Permit Set
IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: E1.1

ELECTRICAL NOTES
1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,
THE LOCATION AND IDENTIFICATION OF WIRING DEVICES AND
OUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONAL
ELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.

2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.

3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BE
LOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETS
SHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN

Electrical Plan Key 12'-0" PERMITTED BETWEEN ANY TWO AND NOT MORE THAN 6'-
0" FROM AN OPENING IN A WALL.

4. ALL WIRING DEVICES AND RECEPTACLES SHOWN BACK TO
BACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.
120 V. Simplex Recessed Can 5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETS
AND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"
Outlet A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERS
OUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHER
Junction Box VANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHT
SWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH
120 V. Duplex
7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BE
Outlet Pull Chain RESIDENTIAL GRADE WIRED FOR 20 AMPS.
PC

8' CEILING LINE

8' CEILING LINE
8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT AND
JUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV AND
Single Pole Fluorescent SECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROM
BASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL OR
Switch LAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED
(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE
Exhaust Fan 1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITY
CAMERA SYSTEM.
Three-way

3
9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,
Switch Smoke Detector FAN W/ SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARE
TO BE PAINTED TO MATCH ADJACENT WALL SURFACE.
110v. Interconnect LIGHT
4 Four-way Switch BEDROOM 2
10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/C
CONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,
AND GENERAL PURPOSE OUTLETS AND LIGHTING AND AS
Carbon Monoxide 210 REQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURAL
D

GAS.
Dimmer Switch Detector
11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.
PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWER
OUTLETS
Data LIGHT w/ MOTION
12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALL
DETECTOR SLEEPING ROOM OUTLETS.

13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.
PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY CLOSET
& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN CLOSET PC PC 14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSAL
AND BUILT-IN MICROWAVE.
211 212
(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE,
15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATER
EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TO METER LOCATION.
BE GFI TYPE OUTLET AND TIED TO GFI CIRCUIT GFI
16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTER
BREAKER. PROVIDE 20AMP RATED DISCONNECT AT THE CLOSET OUTLETS.
DISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHT 214
PC 17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITS
INDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILING SUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.

3
FANS, PROVIDE CEILING FAN RATED BOXES. BATHROOM EXISTING MASTER BED 18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETS
LIGHT AND VENT TO BE SWITCHED SEPARATELY. ROOM LAUNDRY

W
SHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS AND
SHOWERS SHALL BE WATER AND VAPOR PROOF.
202 206 BATH
19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATED
208 HALL ON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALL
EXISTING MASTER FAN W/
209 BEDROOMS AND IN MECHANICAL ROOMS.
SITTING LIGHT

D
20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BE
204 LOCATED ON EACH LEVEL.
BED ROOM 1
21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE
213 110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UP
POWER SUPPLY.

GFI

EXISTING MASTER BATH
201
FAN W/
LIGHT

3
LANDING PLAY ROOM

8' CEILING LINE
205 207
EXISTING MASTER

8' CEILING LINE

8' CEILING LINE
CLOSET
203
8' CEILING LINE

CD - Second Floor - ELEC

Sample Residence
1/4" = 1'-0" Sample Residence
100 Main Street
St. Charles, IL

# Discription Date
3 Bid Set 9-29-09

Second Floor Electrical
Plan

SCALE:
As indicated
DATE:

PROJECT NO.:
Sample Residence

Permit Set
IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING SHEET NO.: E1.2

Sample Set Residential

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